HomeMy WebLinkAbout2607, 2609, 2611, 2613, 2615 River Landing Dr (a)ABBREVIATIONS
ABV.
ABOVE
GA.
GAUGE
RM.
ROOM
A/C
AIR COMPRESSOR
G.F.I.
GROUND -FAULT CIRCUIT
R.O.
ROUGH OPENING
ADJ.
ADJUSTABLE
734
INTERRUPTER
R/S
ROD AND SHELF
AHU
AIR HANDLER
GL.
GLASS
S.C.
SOLID CORE
ALT
ALTERNATE
GYP. BD.
GYPSUM BOARD
S.D.
SMOKE DETECTOR
AMP.
AMPERAGE
H.C.
HOLLOW CORE
S.H.
SINGLE HUNG
BD.
BOARD
HDR.
HEADER
SH
SHELF
BLK
BLOCK
HT.
HEIGHT
SHTHG.
SHEATHING
BLK'G.
BLOCKING
INSUL.
INSULATION
SHWR.
SHOWER
C.L.
CENTER LINE
INT.
INTERIOR
SIM.
SIMILAR
CABT.
CABINET
LAM.
LAMINATED
SGD.
SLIDING GLASS
CLG.
CEILING
LAV.
LAVATORY
STD.
STANDARD
CLR.
CLEAR
LUM.
LUMINOUS
TEMP.
TEMPERED GLASS
CONC.
CONCRETE
M.C.
MEDICINE CABINET
THK.
THICK
CPT.
CARPET
MFR.
MANUFACTURER
T.O.C.
TOP OF CURB
C.T.
CERAMIC TILE
MIN.
MINIMUM
T.O.P.
TOP OF PLATE
C.J.
CONTROL JOINT
MTD.
MOUNTED
T.O.S.
TOP OF SLAB
CMU
CONCRETE MASONRY
MTL.
METAL
TYP.
TYPICAL
UNIT
U.N.O.
UNLESS NOTED OTHERWISE
N.I.C.
NOT IN CONTRACT
D.
DRYER
N.T.S.
NOT TO SCALE
VP.
VAPOR PROOF
DBL.
DOUBLE
O.C.
ON CENTER
W.
WASHER
DIA.
DIAMETER
P.L.
PROPERTY LINE
W/
WITH
DIM.
DIMENSION
P.B.
PUSH BUTTON
WD.
WOOD
DISP.
DISPOSAL
PH.
PHONE
WDW.
WINDOW
DP.
DEEP
PLYWD.
PLYWOOD
W/H
WATER HEATER
DR.
DOOR
PR.
PAIR
W.I.
WROUGHT IRON
D.S.
DOWNSPOUT
PT
PRESSURE TREATED
W.P.
WEATHER PROOF
DTL.
DETAIL
R.
RISER
D.W.
DISHWASHER
RAD.
RADIUS
EA.
EACH
R/A
RETURN AIR GRILL
ELEV.
ELEVATION
REF.
REFRIDGERATOR
ENG'D.
ENGINEERED
REV.
REVERSE
EQ.
EQUAL
EXH.
EXHAUST
EXT.
EXTERIOR
F.G.
FIXED GLASS
FIN.
FINISH
FLR.
FLOOR
FLR'G
FLOORING
FLUOR.
FLUORESCENT
FR. DR.
FRENCH DOOR
FTG.
FOOTING
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SUBDIVISION: RIVERVIEW
HOMES
LOT #: RV 32-36
RVICE CORP. MODEL: 5 UNIT IzLEV B
AREA
Sheet Number
Sheet Title
TAB
UNIT
A
UNIT
UNITUB
IT
UNIT
A
TOT AL
1st STY. LIVING
834
734
680
734
834
3816
2nd STY. LIVING
946
901
889
901
946
4583
TOTAL LIVING 1780
1635
1569
1635
1780
8399
ENTRY
40
51
84
51
40
266
GARAGE
238
2301
236
230
238
1172
LANAI
41
NA
NA
NA
41
82
TOTAL U.R. 2099
1916
1889
1916
2099
9919
OVER 6 ft
0
0
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 REQUIREMENTS:
1st Floor Plan
4
2nd Floor Plan
REQUIRED
PROVIDED
1. PARTY AND FIRE WALLS
2 HR.
2 HR.
2. INTERIOR BEARING WALLS
0
0
3. INTERIOR NON BEARING PARTITIONS PER 705.1.2
0
0
4. COLUMNS
0
0
5. B S, TRUSSESARCHES
0
0
6. FLOOR CEILING CONSTRUCTION
14
Separation Walls
T ROOF CEILING CONSTRUCTION
0
0
8. EXTERIOR BEARING WALLS
D3
Detail Sheet
HORIZONTAL SEPARATION: (PARRALLEL WALLS)
O
0 ft. to 6 ft (0 % OPENINGS
1 (0%)
N/A (0%)
OVER 6 ft
0
0
9. EXTERIOR NON BEARING WALLS
HORIZONTAL SEPARATION: 'PARRALLEL WALLS)
0 ft. to 6 ft (0 % OPENINGS)
1 (0%)
N/A 0%
OVER 6 ft
0
0
SHEET LIST
Sheet List Table
Sheet Number
Sheet Title
0
Cover Sheet
1
Elevations
2
Elevations Side -Rear
3
1st Floor Plan
4
2nd Floor Plan
5
Cross Sections
6
1st Electrical Plan
7
2nd Electrical Plan
8
Foundation Plan
g
Plumbing
10
1st Block Plan
17
2nd Block Plan
12
1st Framing Plan
13
2nd Framing Plan
14
Separation Walls
D1
Detail Sheet
D2
Detail Sheet
D3
Detail Sheet
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3/12/13
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LEXINGTON
UNIT"All
4' GALV. MTL. OFF -RIDGE VENT
12
5F—
MEAN ROOF HEIGHT . _ — _ — — —
+23'-3"
SHINGLE ROOFING
TOP OF 2ND STY.
—
WALL PLATE —
WALL 7/8° --------------
4'-0°
MIN. TYP. ALL UNITS
2nd STY. FIN. FLR.TEXTURED WALL FINISH
SQUARE �N OOD
ROOF
- -
TOP OF IST STY, SLOPE 5:12
_BLK. WALL _ C.J.
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TEXTURED WALL FINISH
TOP Q+ AOB�—_ ——
000
PRINCETON
UNIT 11131f
4' GALV. MTL. OFF -RIDGE VENT -----,r
SHINGLE ROOFING
4'-0" 4'-0"
MIN. TYP. ALL UNITS MIN. TYP. ALL UNITS
SLOPE 5:12
SHINGLE ROOFING
2'-6" TEXTURED WALL FINISH TEXTURED WALL FINISH
SARATOGA
UNIT licil
U
---------- -------------------------
I
TEXTURED WALL FINISH
8"W. SCORED
BAND AT
DOOR/WDW.
GALV. MTL. OFF -RIDGE VENT �-
4'-0'
MIN. TYP. ALL UNITS
4'-0"
MIN. TYP. ALL UNITS
SHINGLE ROOFING
SLOPE 5:12
PRINCETON
UNIT B
GALV. MTL. OFF -RIDGE VENT
SIDE ELEVATION B - "LEXINGTON" UNIT -
1/4"
FE
8"W. SCORED
BAND AT
DOOR/WDW.
T1
4'-0"
MIN. TYP. ALL UNITS
LEXINGTON
UNIT "A"
4' GALV. MTL. OFF -RIDGE VENT
— — — — — —
— — — — — — — — — —
—MEAN ROOF HEIGHT
RED
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0
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SQUARE HOOD
— — — — — — _ ROOF VENT��
c.J. SLOPE 5:12
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TEXTURED WALL FINISH
TOP OF 2ND STY.
— _ _WALL PLATE
+18'-9 7/8"
2nd STY. AN. FLR.
TOP OF IST STY.
BLK. WALL
+9'-4"
TOP OF SLAB
(REF. ELEV.)
REAR ELEVATION
SIDE ELEVATION B - "LEXINGTON" UNIT,
1 /4" = 1'-0"
LATEST REVISION
DATE TO MASTER:
3/12/13
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SIDE ELEVATION B - "LEXINGTON" UNIT -
1/4"
FE
8"W. SCORED
BAND AT
DOOR/WDW.
T1
4'-0"
MIN. TYP. ALL UNITS
LEXINGTON
UNIT "A"
4' GALV. MTL. OFF -RIDGE VENT
— — — — — —
— — — — — — — — — —
—MEAN ROOF HEIGHT
RED
T
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0
U
SQUARE HOOD
— — — — — — _ ROOF VENT��
c.J. SLOPE 5:12
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TEXTURED WALL FINISH
TOP OF 2ND STY.
— _ _WALL PLATE
+18'-9 7/8"
2nd STY. AN. FLR.
TOP OF IST STY.
BLK. WALL
+9'-4"
TOP OF SLAB
(REF. ELEV.)
REAR ELEVATION
SIDE ELEVATION B - "LEXINGTON" UNIT,
1 /4" = 1'-0"
LATEST REVISION
DATE TO MASTER:
3/12/13
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-- — V I. I 1 ✓ %.01111 1
2x4 DRYWA
SHE
NICHE
DETAIL
UNITS "B" / 'C' / 'b'
WDW. ROUGH_
OPNG,NOTE
36718x63
WIDTH x HEIGHT
(IN INCHES)
AREA TAB
lst STY. FLOOR PLAN
1st STY FLOOR PLAN NOTES:
1. ALL INTERIOR FRAME WALL ARE DRAWN AND DIMENSIONED TO BE 3 1/2' WIDE UNLESS OTHERWISE NOTED.
2. ALL EXTERIOR BLOCK ARE SHOWN AND DIMENSIONED TO BE 7 5/8' WIDE UNLESS OTHERWISE NOTED.
3. ALL FULL HEIGHT BLOCK WALLS WITH NO OPENINGS BTWN. GROUTED FILLED CELLS ARE CONSIDERED SHEAR WALLS.
4. ® INDICATES FRAME BEARING WALL WALLS DO NOT REQUIRE UPUFT 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
6. INDICATES 8" CMU WALL. TOP OF +9'-4' ABOVE TOP OF SLAB.
7. ® 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.
8. PROVIDE UL TESTED ARE CAULKING ON ALL ELECTRICAL, PLUMBING AND MECHANICAL PENETRATION THROUGH RATED
WALLS AND CEILINGS
9. VENT DRYER TO OUTSIDE THROUGH ATTIC OR WALL.
10. PROVIDE 24"w. WALL CAVITY, VOID OF STUDS, BEHIND WASHER FOR PLUMBING BOX AND STACK.
11. PROVIDE 12"w. WALL CAVITY, VOID OF STUDS, AT SHOWER CONTROL VALVE LOCATION.
12. INSTALL TEMPERED GLASS IN ALL SHOWER ENCLOSURES AND HAZARDOUS GLAZING LOCATIONS.
13. XX.X — INDICATES WIND PRESSURE IN P.S.F. FOR WINDOW OPENING.
14. "FLR'G UNE" — INDICATES CHANGE IN FLOOR FINISH.
15. REFER TO CONTRACT CHANGE ORDERS FOR FLOOR FINISHES.
16. PROVIDE PORTABLE FIRE EXTINGUISHERS (FE) W/ WALL MOUNTED HANGERS AT LOCATIONS SHOWN.
LATEST REVISION
DATE TO MASTER:
3/12/13
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TO BE REPORTED TO M/I
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UNIT
UNIT
UGIT
UNIT
UNIT
BLDG.
1st STY. LIVING
834
734
680
734
834
3816
2nd STY. LIVING
946
901
889
901
946
4583
TOTAL LIVING 1780
1635
1569
1635
1780
8399
ENTRY
40
51
84
51
40
266
GARAGE
238
230
236
230
238
1172
LANAI
41
NA
NA
NA
41
82
TOTAL U.R. 2099
1916
1889
1916
2099
9919
lst STY. FLOOR PLAN
1st STY FLOOR PLAN NOTES:
1. ALL INTERIOR FRAME WALL ARE DRAWN AND DIMENSIONED TO BE 3 1/2' WIDE UNLESS OTHERWISE NOTED.
2. ALL EXTERIOR BLOCK ARE SHOWN AND DIMENSIONED TO BE 7 5/8' WIDE UNLESS OTHERWISE NOTED.
3. ALL FULL HEIGHT BLOCK WALLS WITH NO OPENINGS BTWN. GROUTED FILLED CELLS ARE CONSIDERED SHEAR WALLS.
4. ® INDICATES FRAME BEARING WALL WALLS DO NOT REQUIRE UPUFT 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
6. INDICATES 8" CMU WALL. TOP OF +9'-4' ABOVE TOP OF SLAB.
7. ® 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.
8. PROVIDE UL TESTED ARE CAULKING ON ALL ELECTRICAL, PLUMBING AND MECHANICAL PENETRATION THROUGH RATED
WALLS AND CEILINGS
9. VENT DRYER TO OUTSIDE THROUGH ATTIC OR WALL.
10. PROVIDE 24"w. WALL CAVITY, VOID OF STUDS, BEHIND WASHER FOR PLUMBING BOX AND STACK.
11. PROVIDE 12"w. WALL CAVITY, VOID OF STUDS, AT SHOWER CONTROL VALVE LOCATION.
12. INSTALL TEMPERED GLASS IN ALL SHOWER ENCLOSURES AND HAZARDOUS GLAZING LOCATIONS.
13. XX.X — INDICATES WIND PRESSURE IN P.S.F. FOR WINDOW OPENING.
14. "FLR'G UNE" — INDICATES CHANGE IN FLOOR FINISH.
15. REFER TO CONTRACT CHANGE ORDERS FOR FLOOR FINISHES.
16. PROVIDE PORTABLE FIRE EXTINGUISHERS (FE) W/ WALL MOUNTED HANGERS AT LOCATIONS SHOWN.
LATEST REVISION
DATE TO MASTER:
3/12/13
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ONE-HOUR
A, kAII
RATED 7/16" FIRE RETARDANT SHEATHING
7/8" EXT. PORTLAND CEMENT
PLASTER ON PAPER BACKED
EXPANDED METAL LATH ON TYVEK
BOLT INSTALLATION NOTES:
rmAF)ATInnI
SET IN EPDXY FILLED 5
CLEANED HOLE (4" MIN,
3" MIN. EDGE DISTANCE
W/
DIA.
WASHER
PLUMB'GBOX
24° VOID
/
STACK
PLACE DBL.v DBL. WALL
STUD ADJ. TO STUD
VENT PIPE
STUD SPACING.
DETAIL A WASHER
1" RND. WASHER
DRILLED &
EMBED INTO CMU WALL)
• BOLTS SHALL NOT BE INSTALLED IN A HORIZONTAL LINE ON OPPOSITE SIDES OF SEPARATION
WALL - STAGGER 4" VERTICALLY FROM BOLT ON OPPOSITE SIDE OF WALL
TYP. CMU TO FRAME WALL DETAIL AT SEPA11 RATION WALL
SCALE: 3"=1'-O"
WDW.ROUGH
OPNG.NOTE
36 718 x 63
WIDTH x HEIGHT
(IN INCHES)
2nd STY. FLOOR PLAN1 /4 11 - 1 1 - 11
WALL LEGEND
® INDICATES 2x4 BEARING WALL W/ QUICK BE SYSTEM HOLDDOWNS FROM TOP OF IST
STORY BLOCK WALL TO SECOND STORY TOP PLATE. SEE SHEET 11 FOR ADD'L.
INFORMATION
® INDICATES 20 BEARING WALE ABOVE LAM. BEAM. PROVIDE STRAPPING PER DETAIL
}5 ON SHT. 12
® INDICATES 2 -HR. HIRE 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
O
♦"'
TAB
UAIT
UGIT
UNIT
UBtT
UAIT
BLDG.
1st STY. LIVING
834
734
680
734
834
3816
2nd STY. LIVING
946
901
889
901
946
4583
TOTAL LIVING 1780
1635
1569
1635
1780
8399
ENTRY
40
51
841
51
40
266
GARAGE
238
230
236
230
238
1172
LANAI
41
NA
NA
NA
41
82
TOTAL U.R. 2099
1916
1889
1916
2099
9919
SECOND STORY PLAN NOTES:
1. DRYER VENT BOX - VENT THRU ROOF.
2. 24" W. WALL CAVITY, VOID OF STUDS, FOR
WASHER BOX AND STACK.
3, 12" W. WALL CAVITY, VOID OF STUDS, FOR
SHOWER VALVE AND/OR HEAD.
4. HARZARDOUS GLAZING LOCATION, INSTALL TEMPERED
GLASS IN ALL SHOWER ENCLOSURES AND/OR WINDOWS.
5. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM
CALCULATED DIMENSIONS ONLY. ANY DISCREPENCIES
TO BE REPORTED TO M/I HOMES FOR CLARIFICATION.
ALL FRAME WALLS ARE DRAWN AND DIMENSIONED
TO BE 3 1/2" WIDE UNLESS OTHERWISE NOTED.
6. PROVIDE DRAIN PAN BELOW EACH WASHER. DRAIN
LINE TO EXTERIOR.
7. PROVIDE 2x4 AT 24" O.C. VERT. LADDER BLOCKING
AT INTERSECTION OF INTERIOR TO EXTERIOR FRAME
WALLS FOR INSTALLATION OF INSULATION.
LATEST REVISION
DATE TO MASTER;
3/12/13
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DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/I
HOMES FOR CLARKA TION!
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FACE OF STUD WALL
KNEE WALL -
TOP AT 42"-,
UPPER LANDING
A"SEESECTION THRU UPPER STAIR - UNIT "All-
SEE
SECTION / DETAIL SHTS. FOR ADD'L. INFORMATION
3/4" PLYWD. ON
2x12 FRMG
AT TREADS
42'H. KNEE WALL
3'-2"
(5) RISERS
BEYOND
1x10 STRINGER
1" NOSING
r
3/4" PL
ISER
READ
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ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL
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HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS
FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY
ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY
ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL
BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY
TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A
SPACE OF NOT LESS THAN 1-1/2" (38MM) BETWEEN THE WALL
AND THE HANDRAILS
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1. ELECTRICAL LAYOUT SHOWN IS SCHEMATIC. ELECTRICAL CONTRACTOR SHALL
VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET ALL APPLICABLE LOCAL,
STATE AND 2008 NEC.
2. ALL FAN, PHONE AND T.V. PREWIRE LOCATIONS SHALL BE DETERMINED &
VERIFIED AT PRE -CON MTG.
3. ALL RECEPTACLE OUTLETS SHALL BE PROTECTED BY ARC -FAULT CIRCUIT
INTERRUPTER(S) AND SHALL "TAMPER-RESISTANT" PROTECTION DEVICE.
4. ALL GARAGE OUTLETS SHALL BE G.F.I.
5. ALL SMOKE DETECTORS SHALL BE HARD WIRED & EQUIPPED W/ BATTERY
BACK-UP & WIRED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM
WILL ACTUATE ALL ALARMS.
6. 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.
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DATE TO MASTER:
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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
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 W/ 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
LATEST REVISION
DATE TO MASTER:
3/12/13
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2. DO NOT SCALE PRINTS! CONSTRUCT FROM CALCULATED DIMENSIONS
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3. REFER TO PLUMBING PLAN FOR FIXTURE, PLUMBING WALL, AND CONCUIT UNDER
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4. AC PADS TO BE 12" MIN. CLEARANCE FROM SLAB EDGE.
5. T.O.F. = TOP OF FOOTING
LATEST REVISION
DATE TO MASTER:
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1 Total Heat Load @ 5 KW @100%
5 KW
1 Total Heat Load @ 5 KW @100%
5 KW
4-0
TUB
1 Total A/C Load @ 2.5 Ton
4.8 KW
1 Total A/C Load @ 2 Ton
3.84 KW
1 Total Heat Load @ 5 KW @100%
5 KW
0 Total Heat Load @ 10 KW @100%
0 KW
0 Total Heat Load @ 10 KW @100%
0 KW
1 Total AIC Load @ 2 Ton
3.84 KW
0 Total A/C Load @ 5 Ton
0 KW
T}" 0
0 Total A/C Load @ 5 Ton
0 KW
0 Total Heat Load @ 10 KW @100%
0 KW
Larger of above listed loads
TUB
5000
Larger of above listed loads
YTR
5000
0 Total A/C Load @ 5 Ton
0 KW
(Total Heat & A/C)
9800
(Total Heat & A/C)
8840
Larger of above listed loads
5000
Remainder of other loads as of 220-30-46
(Total Heat & A/C)
0
Remainder of other loads as of 220-30-413
(Total Heat & A/C)
0
(Total Heat &AIC)
8840
(Capter 9, example c)
Total
9800
(Capter 9, example c)
Total
8840
Remainder of other loads as of 220-30-46
(Total Heat & A/C)
0
( @65% )
6370
v
(Capter 9, example c)
Total
8840
Item Demand
TUB
(@65% )
5746
( @65% }
5746
Each
Total
WC
Item Demand
2*
WC
Item Demand
1780 Sq.Ft. living space 3
5340
Each
1635 Sq.Ft. living space 3
Total
4905
Each
Total
2.
2 Small appl. circuit 1500
3000
2 Small appl. circuit 1500
3000
1569 Sq.Ft. living space 3
4al
707
1 Laundry circuit 1500
1500
TUB
1 Laundry circuit 1500
1500
2 Small appl. circuit 150
3000
3•
0 Freezer 1500
0
0 Freezer 1500
0
1 Laundry circuit 1500
1500
VTR
1 Dishwasher 1500
1500
1 Dishwasher 1500
1500
UV
0 Freezer 1500
0
1 Disposal 1500
1500
1 Disposal 1500
1500
KS
1 Dishwasher 1500
15001500
1 Water Heater 4500
4500
1 Water Heater 4500
4500
if
1 Disposal
1500
1 Dryer 5000
5000
1 Dryer 5000
5000
1 Water Heater 4500
4500
IR
0 Oven 5000
0
0 Oven 5000
0
TUB
1 Dryer 5000
5000
0 Jenn-aire 5000
0
0 Jenn-aire 5000
0
0 Oven 5000
0
1 Range 8000
8000
1 Range 8000
8000
1UB
0 Jenn-aire 5000
0
0 Pool circuit 15000
0
0 Pool circuit 15000
0
1 Range 8000
8000
0 Whirlpool 2000
0
0 Whirlpool 2000
0
0 Pool circuit 15000
0
0 Well 2000
0
0 Well 2000
0
0 Whirlpool 2000
0
3•
0 Well 2000
0
Sub Total
30340
SARATOGA
Sub Total
29905
. .
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1 st 10 kw @ 100%
10000
10000
1 st 10 kw @ 100%
10000
10000
Sub T
Total
b T%
29707
Remainder @ 40%
20340
8136
Remainder @ 40%
19905
7962
1st 10 kw @ 1
10000
10000
Remainder @ 40%
19707
7883
Total Calculated Demand
24506
Total Calculated Demand
23708
Total Calculated Demand
23628.8
Total Service Size
102 amp
Total Service Size
99 amp
(As recommended by National Electric Code)
(As recommended by National Electric Code)
Total Service Size
98 amp
(As recommended by National Electric Code)
10% Safty Factor
10 amp
10% Safty Factor
10 amp
(Recommended by ANC Electric)
(Recommended by ANC Electric)
10°/D Safty Factor
10 amp
(Recommended by ANC Electric)
Minimum Service Size
112 amp
Minimum Service Size
109 amp
(Recommended by ANC Electric)
(Recommended by ANC Electric)
Minimum Service Size
108 amp
(Recommended by ANC Electric)
PLUMBING & UNDERGROUND PLAN
1' -0 -
:ZZ INDICATES MIN. 2 -HR. FIRE SEPARATION WALL BTO. UNITS. 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.
PLUMBING RISER DIAMGRAM
Plan Scale: NTS
LATEST REVISION
DATE TO MASTER:
3/12/13
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PLUMBING RISER DIAMGRAM
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LATEST REVISION
DATE TO MASTER:
3/12/13
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ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/I I
HOMES FOR CLARIFICATION!
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M/I ORLANDO
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LINTEL NOTES:
1. REFER TO PLAN(S) FOR BOTTOM OF LINTEL HEIGHTS.
2. CONCRETE IN LINTEL SECTIONS SHALL BE 3000 PSI 0 28 DAYS
3. REBAR STEEL SHALL BE MIN. GRADE 40 DEFORMED.
4. LINTELS MANUFACTURED BY QUALITY PRECAST ARE ACCEPTABLE PER FL.
PRODUCT APPROVAL.
5. ADD'L CONIC. FILL W/ 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
W/ CONIC. 1-15
(MIN. 6-1/2" BRG. ON ENDS) 00
8'H. RECESSED PRECAST - -
'U" LINTEL -UNFILLED W/ 1-#5�
O (MIN. 6-1/2" BRG. ON ENDS) 1R
8"H. KNOCKOUT CMU TOP
COURSE FILL W/ CONC. & 1-J5
o
N
FELT PAPER OR SCREEN
UNFILLED CMU COURSE(S)
8"H. PRECAST 'U" LINTEL -
UNFILLED
(MIN. 4' BRG.ON ENDS)
8'H. RECESSED PRECAST
"U" LINTEL -UNFILLED
(MIN. 4' BRG. ON ENDS)
8"H. KNOCKOUT CMU TOP
COURSE FILL W/ CONC. & 1-#5 --
8°H. PRECAST OR PRESTRESSED�
'U" LINTEL -FILL W/ CONC. & 1-#5 °�
+' (MIN. 6-1/2' BRG. ON ENDS)
8"H. RECESSED PRECAST - - - -
"U" LINTEL -FILL W/ CONC. & 1-#5
O (MIN. 6-1/2' BRG. ON ENDS) 3R
8'H. KNOCKOUT CMU TOP
COURSE FILL W/ CONC. & 1-#5 - -
CMU COURSE(S) FILL
' W/ CONIC. o
o �
0 8"H. PRECAST OR PRESTRESSED
"U" LINTEL -FILL W/ CONC. & 1-#5
(MIN. 6-1/2" BRG. ON ENDS)
8'H. RECESSED PRECAST L - - - - J
°U" LINTEL -FILL W/ CONIC. & 1-#5
{ 4 ) (MIN. 6-1/2" BRG. ON ENDS) 4R
8"H. KNOCKOUT CMU TOP
COURSE FILL W/ 3000 PSI CONC. & 1-#5
#3 STIRRUPS W_/
ACI 180 HOOKK
16" O.C.
< 8"H. PRECAST OR PRESTRESSED
"U" LINTEL -FILL W/ 3000 PSI CONC. & 1-#5
O(MIN. 6-1/2' BRG. ON ENDS)
5
4'H. CMU FILL W/ CONC. - NO
COLD JOINT
{ 8"H. PRECAST "U' LINTEL
ON TOP COURSE FILL
W/ CONC. 2 -15
(MIN. 6-1/2" BRG. ON ENDS)
13 STIRRUPS W/ ACI 180'
OHOOK ® 12" O.C.
1st STY. MASONRY PLAN
LATEST REVISION
DATE TO MASTER:
3/12/13
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2nd STY. MASONRY PLAN
LINTEL NOTES:
1. REFER TO PLAN(S) FOR BOTTOM OF LINTEL HEIGHTS.
2. CONCRETE IN LINTEL SECTIONS SHALL BE 3000 PSI 0 28 DAYS
3. REBAR STEEL SHALL BE MIN. GRADE 40 DEFORMED.
4. LINTELS MANUFACTURED BY QUALITY PRECAST ARE ACCEPTABLE PER FL.
PRODUCT APPROVAL.
5. ADD'L CONC. FILL W/ 1-#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
W/ CONC. 1-15
is (MIN. 6-1/2BRG. ON ENDS)
8"H, RECESSED PRECAST
"U" LINTEL -UNFILLED W/ 1-#5�
O (MIN. 6-1/2" BRG. ON ENDS) 1R
8"H. KNOCKOUT CMU TOP
' COURSE FILL W/ CONC. & 1-#5 '
FELT PAPER OR SCREEN
c
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0
UNFILLED CMU COURSE(S) C,
8"H. PRECAST "U" LINTEL -
UNFILLED
(MIN. 4" BRG.ON ENDS)
8"H. RECESSED PRECAST L _ _ - - J
'U' LINTEL -UNFILLED
O(MIN. 4' BRG. ON ENDS) 2R
�:. 8'H. KNOCKOUT CMU TOP
COURSE FILL W/ CONC. & 1-15 --
8"H. PRECAST OR PRESTRESSED
"U" LINTEL -FILL W/ CONC. & 1-#5
(MIN. 6-1/2" BRG. ON ENDS)
8"H. RECESSED PRECAST
"U' LINTEL -FILL W/ CONIC. & 1-#5
O (MIN. 6-1/2" BRG. ON ENDS) 3R
8'H. KNOCKOUT CMU TOP_ '
COURSE FILL W/ CONC. & 1-15 --
CMU COURSE(S) FILL
W/ CONC. o
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0 8"H. PRECAST OR PRESTRESSED
"U" LINTEL -FILL W/ CONC. & 1-#5
` (MIN. 6-1/2" BRG. ON ENDS)
8'H. RECESSED PRECAST
"U" LINTEL -FILL W/ CONC. & 1-#5
(MIN. 6-1/2' BRG. ON ENDS) 4R
8"H. KNOCKOUT CMU TOP
COURSE FILL W/ 3/000 PSI CONIC. & 1-#5
#3 TIRRP
ACS180'U
OUHOOK
®16" O.C.
8'H. PRECAST OR PRESTRESSED
"U" LINTEL -FILL W/ 3000 PSI CONC. & 1-#5
O(MIN. 6-1/2' BRG. ON ENDS)
5
4"H. CMU FILL W/ CONC. - NO
COLD JOINT
8"H. PRECAST "U" LINTEL
ON TOP COURSE FILL
W/ CONC. 2"-#5
ItJ-'
(MIN. 6-1/2 BRG. ON ENDS)
STIRRUPS ACI 180'
6
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HOOK @ 12 O.C.C
LATEST REVISION
DATE TO MASTER:
3/12/13
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M/I ORLANDO
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PRE-ENGINEERED ROOF
TRJSS OR CONI.
FRAYED RAFTER
SIMPSON "HETA2,O"
'TRA° AT EA. TRUSS -
NAILS 'ER SCHEDULE
HE -AM" STRAP
NAILING SCHEDULE
UPLIFT
VA -11E
# 0- 'JAILS
REQUIRED
U10
(9i1Cd x 1-112'
1200
(6}1�Od 1 1,;°
80O
(41104 k. 1 1 2-
CMIJ WALL
TYPICAL TRUSS TO
BLOCK WALL CONNECTION
12 ' UNLESS OTHERWISE NOTED ON THE FLAN
' UPLIFT �OAD RFOUIREMENTS OBTAINED FROM SEALED
ENGINEER°NG DRAWNGS FROM TRUSS MANUF.
F OTR TRUSSES
AT 24" O.0 MAX. 20 CONT. RIM BOARD
AT TOP &BOT. CHORD
'
CONNECT TO A. FLR.
ji TRJSS W, (4)16d NAILS
2 SETBACK FACE 0
RIM BOARD +,'2' FROM
C'MU WALL FACE OF §LOCK
2" MIN. DIMENSION SIMPSON HET' 0" ANCHOR
A- EA. FLOOR -RUSS -
TO STRAP FROM FILL ALL NAIL HOLES
FACE OF BLK, WALL
TYPICAL FLR. TRUSS I BEAM
PERPENDICULAR TO CMU WALL
( 2
UPLIFT STRAP CONNECTION
i 7
2
' UNLESS OTHERWISE NOTED ON -HE PLAN
or 3 PL" 16' DP.
FLAT
GIRDER T'USS
F'_I-SIMPSON LGUY-98 2
HANGER W/ (6;, SDS 1 2
; 4"x
2 SCREWS TO TRUSS
2435# MAX UPLIFT)
3 DLr SIMPSD, IIM''$ 3
HANGER W,! (6) SGS 1/4"x2
1'ry SCREWS TO TRUSS
`J575 § MAX UDLIFT•
FLAT GIRDER TRUSS
TO CMU WALL
- CONC. BLOCK
WALL
CONNECT HANGER
CMU WAL' W
SIMPSON "TITEN
HD"
HANGER CONNECTION
25;4 ?:-BRACING AT 'L':x4 BOX; FRAME AT 48" O.G. MAX. W/ OSB
— GABLE END F -R. TRUSS
48 O C. MAX IN SHEATHING EA. SIDE (CONNECT TO 2x4 W;`'
M II. -
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8c NAILS AT 6" G.C.i AT FIRST 2) TRUSS
In C�:. FLOOR �.�, (=�
" DP, 0', TRUSS BA`'S -OR
o0
TRJSS-S PER PLAPJ�., C*ONNE i A. END BAY`S-�CONVtC- EA. CORNER W%` (2)10d
I
'FARR,ALLEL TO WALL
W' (211'04 TOENA'LS TC[NAILS
SE!EACK FAC-_ OF
�` TRUSS OR 'BEAM 1/2"
` ?6" 1,F. CABLE ENG F_R. TRUSS OF
'6"
FROM FACE OF BL6CX.
�' �- UF. L.AM. BEAM PER PLAN
7
SIMPSON "HETA20' ANCHOR
10
0� -
� - RIM
—SBACK P FACE 0
AT 24" C.C. MAX, PROVIDE
�x% BOARD 112" FROM FACE
i
SOLID 2x4 'BERT. BLK.C. BTWN. TRUSS -OP
OF BLOC
�C BCT. CHORDS FOR NA,'LING
ALTERNATE
FILL AL_ NAIL HOLES
CONC. BLOCK: WALL�F'ROVIOE SIMPSON "HETA20i" ANCHOR AT
z4" PRu'IIDE SOLID 2x4 BRACING BTWN.
cu
�MEL0.,"MAX. -
L QF BC+T FLR. TRUSSES
10 IR'FILL
SWALP�' CHORDS VER kOR
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FROMUFACEOF BLK. AT
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NAILING
HOLES
w
3 ' , PERIMETER WALL DETAIL
4
2 TRUSSES PARRALLEL TO WALL
12
CMU SEPARATION
WALL BTWN. UNITS
SIMPSON 'LSTA12" OR QUICK -TIE "LS12" FLAT STRAP
CONNECTING EA. 2ND STY. STUD TO TOP PLATE
CENTER STRAP ON BOT. OF TOP PLATE
WDW. OPENING
PER PLAN
DBL, STRAP AT
EA. SIDE OF OPNG.
TYPICAL FLR. TRUSS I BEAM
PARALLEL TO CMU WALL
UPLIFT STRAP CONNECTION
GIRDER TRUSS OR _V,_
CONNECTOR VARIES -SEE B -_AM PER PLAN
PLAN FOR INFORMATION SI1,4PSON HTTl6" W/
SIMPSON "LSTA12" OR QUICK -TIE "LS12" FLAT STRAP 5/8' THREADED ROD
'�' CONNECTING EA. 2ND STY. STUD TO GIRDER TRUSS OR TG' BLK. WALL -SC IN
EPO;Y FILLED HOE
BEAM. CENTER STRAP ON BOT. OF TRUSS OR BEAM =
W/` 5" MIDI =MBED
FILL' Al NAIL H0`_ES
ND STY FRAME WALL TO GIRDER
12 OR BEAM STRAP CONNECTION
' UNLESS O-HERWISE NOTED ON THE DL,AN
16" DF FLOOR
TRUSSES W/ MID
SPA' BRG -FILL
ALL NAIL HOLES
CONN SIMPSQPI HETA
ELK AT EA. SLR TRJSS-
WALL FILL ALL NAIL ]CLES
5 FLR. TRUSS TO CMU WALL
h
12 STRAP CONNECTION
MID SPAN BEARING CONDITION
3 P'�Y 16"
FLAT GIRDER F
S10SON "LGT
I SDSL.5" '0
{21,16J S'Nk"tRS TO C0 UVN
2 SDS
SCREWS TO GiRDI
rI
SIMDSON "HTT1E HOLDDOW'N
Oil 5/,S" T-IREADED, ROD TO
11
SLAP -SET IN EPDXY FILLED
HOLE 'W/ 5" MIN. EMB -D
_ILL ALL NA >_ HOLES
,.s
GIRDER TRUSS TO
�? COLUMN TO SLAB CONNECTION
LVL BEAM CP GIRDER
TRJSS �
PER AN
6
12
CONC BLOCK WALL
SIMPSON 'HTT16" HOLDDOWN
' W/ 5 /$ THREA.uED FGC TO
BLK. JALL SET IN EPDXY FILLED
HOLE 'Wt 5" k41N. EMBED
FILL AL_ NAIL HOLES
BEAM I GIRDER TRUSS
TO CMU WALL
STRAP CONNECTION
'6" DP. FLAT GIRDER TRUSS
OR 16" D°. FLOOR TRUSS
PRO'; JE WD SHIVS AS
?E 'D- TO FIL GA° BTWN.
HANGER AND TRJSS
SIMPSON "HU46" HANGER W'i
(6) 10d MAILS TO TRU S
-CONIC. BLOCK
WAL_
,CONN=C'T HANGER TO
CMI; '".ALL W/
I`12,, I /' x" /4" SiMF'SCiN
`TI EN" SU'R_'hS
o TRUSS TO CMU WALL
12; HANGER CONNECTION
13 DP. =LAT GIRDER TRUSS
OR 16° DP. FLOOR TRUSS
DROODE tC, SHIMS AS /
REr D. TO FILL GAP BT'hfi
HANGER AND TRUSS
SIMPSON FD26 OR HU26
HANGER W/ (6) 10d NAILS
TG TRJSS
-CONC. BLOCK
WAIL' -
CONNECT HANGER TO
CMU WALL W'/
`12) i/4"x2 3.4" SINPSCN
xT-EN� SCREWS
I, 1 ,, TRUSS TO CMU WALL
12
HANGER CONNECTION
1st STY. FRAMING PLAN
FRAMING PLAN NOTES:
1. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER HIB91. ANY ADDITIONAL TRUSS BRACING
REQUIRED WILL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS.
2. ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLIED BY TRUSS MANUFACTURER.
3. INDICATES 12 SYP OR BETTER 2x4 BLKG. AT 48' 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 SHOWN ON THE PLAN)
4. ALL OVERHANGS TO BE 12" UNLESS OTHERWISE NOTED 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 BRG. WALLS. (ADDS 150 LBS UPLIFT CAPACITY TO STRAP CAPACITY)
6. ALL INTERIOR FRAME BEARING WALLS SUPPORT GRAVITY LOADS ONLY (NO UPLIFT CONNECTORS
REQ'D.)
7. FLOOR TRUSS TOP CHORD BEARING CONDITION ON 13" DP. GIRDER TRUSS OR BEAM,
8. IST STY. OR 2ND STY. PLUMBING WALL, TOILET, OR 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 20 LEDGER AS REQ'D. FOR FLOOR DECK NAILING.
12.ALL GIRDERS SHOWN 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. - 7 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:
• ULTIMATE DESIGN WIND SPEEED (Vult) = 140 MPH
• NOMINAL DESIGN WIND SPEEED (Vasd) = 108 MPH
• RISK CATEGORY = II
• WIND EXPOSURE = C
• ENCLOSURE CLASSIFICATION = ENCLOSED
• INTERNAL PRESSURE COEFFICIENTS = +/- 0.18
• 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 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
1
1
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LATEST REVISION
DATE TO MASTER:
3/12/13
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— GABLE END F -R. TRUSS
CO
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M II. -
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OR LAM. BEAM PER PLAN
o0
'FARR,ALLEL TO WALL
Q =
U
SE!EACK FAC-_ OF
�` TRUSS OR 'BEAM 1/2"
FROM FACE OF BL6CX.
MU WALL
SIMPSON "HETA20' ANCHOR
4" DIMENSION TO
AT 24" C.C. MAX, PROVIDE
SOLID 2x4 'BERT. BLK.C. BTWN. TRUSS -OP
STRAP FROM FACE
�C BCT. CHORDS FOR NA,'LING
OF BLK. WALL
FILL AL_ NAIL HOLES
TYPICAL FLR. TRUSS I BEAM
PARALLEL TO CMU WALL
UPLIFT STRAP CONNECTION
GIRDER TRUSS OR _V,_
CONNECTOR VARIES -SEE B -_AM PER PLAN
PLAN FOR INFORMATION SI1,4PSON HTTl6" W/
SIMPSON "LSTA12" OR QUICK -TIE "LS12" FLAT STRAP 5/8' THREADED ROD
'�' CONNECTING EA. 2ND STY. STUD TO GIRDER TRUSS OR TG' BLK. WALL -SC IN
EPO;Y FILLED HOE
BEAM. CENTER STRAP ON BOT. OF TRUSS OR BEAM =
W/` 5" MIDI =MBED
FILL' Al NAIL H0`_ES
ND STY FRAME WALL TO GIRDER
12 OR BEAM STRAP CONNECTION
' UNLESS O-HERWISE NOTED ON THE DL,AN
16" DF FLOOR
TRUSSES W/ MID
SPA' BRG -FILL
ALL NAIL HOLES
CONN SIMPSQPI HETA
ELK AT EA. SLR TRJSS-
WALL FILL ALL NAIL ]CLES
5 FLR. TRUSS TO CMU WALL
h
12 STRAP CONNECTION
MID SPAN BEARING CONDITION
3 P'�Y 16"
FLAT GIRDER F
S10SON "LGT
I SDSL.5" '0
{21,16J S'Nk"tRS TO C0 UVN
2 SDS
SCREWS TO GiRDI
rI
SIMDSON "HTT1E HOLDDOW'N
Oil 5/,S" T-IREADED, ROD TO
11
SLAP -SET IN EPDXY FILLED
HOLE 'W/ 5" MIN. EMB -D
_ILL ALL NA >_ HOLES
,.s
GIRDER TRUSS TO
�? COLUMN TO SLAB CONNECTION
LVL BEAM CP GIRDER
TRJSS �
PER AN
6
12
CONC BLOCK WALL
SIMPSON 'HTT16" HOLDDOWN
' W/ 5 /$ THREA.uED FGC TO
BLK. JALL SET IN EPDXY FILLED
HOLE 'Wt 5" k41N. EMBED
FILL AL_ NAIL HOLES
BEAM I GIRDER TRUSS
TO CMU WALL
STRAP CONNECTION
'6" DP. FLAT GIRDER TRUSS
OR 16" D°. FLOOR TRUSS
PRO'; JE WD SHIVS AS
?E 'D- TO FIL GA° BTWN.
HANGER AND TRJSS
SIMPSON "HU46" HANGER W'i
(6) 10d MAILS TO TRU S
-CONIC. BLOCK
WAL_
,CONN=C'T HANGER TO
CMI; '".ALL W/
I`12,, I /' x" /4" SiMF'SCiN
`TI EN" SU'R_'hS
o TRUSS TO CMU WALL
12; HANGER CONNECTION
13 DP. =LAT GIRDER TRUSS
OR 16° DP. FLOOR TRUSS
DROODE tC, SHIMS AS /
REr D. TO FILL GAP BT'hfi
HANGER AND TRUSS
SIMPSON FD26 OR HU26
HANGER W/ (6) 10d NAILS
TG TRJSS
-CONC. BLOCK
WAIL' -
CONNECT HANGER TO
CMU WALL W'/
`12) i/4"x2 3.4" SINPSCN
xT-EN� SCREWS
I, 1 ,, TRUSS TO CMU WALL
12
HANGER CONNECTION
1st STY. FRAMING PLAN
FRAMING PLAN NOTES:
1. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER HIB91. ANY ADDITIONAL TRUSS BRACING
REQUIRED WILL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS.
2. ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLIED BY TRUSS MANUFACTURER.
3. INDICATES 12 SYP OR BETTER 2x4 BLKG. AT 48' 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 SHOWN ON THE PLAN)
4. ALL OVERHANGS TO BE 12" UNLESS OTHERWISE NOTED 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 BRG. WALLS. (ADDS 150 LBS UPLIFT CAPACITY TO STRAP CAPACITY)
6. ALL INTERIOR FRAME BEARING WALLS SUPPORT GRAVITY LOADS ONLY (NO UPLIFT CONNECTORS
REQ'D.)
7. FLOOR TRUSS TOP CHORD BEARING CONDITION ON 13" DP. GIRDER TRUSS OR BEAM,
8. IST STY. OR 2ND STY. PLUMBING WALL, TOILET, OR 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 20 LEDGER AS REQ'D. FOR FLOOR DECK NAILING.
12.ALL GIRDERS SHOWN 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. - 7 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:
• ULTIMATE DESIGN WIND SPEEED (Vult) = 140 MPH
• NOMINAL DESIGN WIND SPEEED (Vasd) = 108 MPH
• RISK CATEGORY = II
• WIND EXPOSURE = C
• ENCLOSURE CLASSIFICATION = ENCLOSED
• INTERNAL PRESSURE COEFFICIENTS = +/- 0.18
• 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 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
1
1
1
1
1
1
1
1
LATEST REVISION
DATE TO MASTER:
3/12/13
o
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1 ti
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(U W
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U
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LTeIm
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H
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DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/I
HOMES FOR CLARIFICATION!
120f 14
M/l ORLANDO
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DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/I
HOMES FOR CLARIFICATION!
120f 14
M/l ORLANDO
INDICATES AREA WITH 7116" FIRE RETARDANT TREATED
WOOD ROOF SHEATHING -
INDICATES AREA WITH 7116" FIRE RETARDANT TREATED
WOOD ROOF SHEATHING -
v Is ■ v w1ml 1 V
•
•
DOUBLE K.O. B:_XKS
W/ (1) #5 @ EA. COURSE
(8)3/8"xA"MEN HD
(8j
Design N a. U905
Bearin Wall Ming --2 HR.
Nmbaaring WAII tfng---2 HR
Pr
-Ir It
$won
i, Canuate ll *— finis desigim Classification 0-2 (2 b*.
See Conalft Blacks fog list of eligibL nwnufacturen.
2. MKtar-81vIcks sli d in fug bed of mortar, nil 3 in. thick, of not i
than 2-1/4 and nctt more n 3 --VZ jo -of cUmn tharp %and to i part
Pwtla ITS cemeat (propuftned by vdu um) and not move than So mntr
hy&ated Limo (b cempat vubuma), vinbcat jWrib staW red.
I PVt1amd Conant Stlu= orm Ptah -Ada hi -to si-
�ri f f d. abus l-ara FS are ftmed i
rami ng to achi we a mu.
(Ussificatim df Mp hr. Attached to tonRocks .(Rem 1);
4. L t J415nnrr Fill—If ad a s acag am filed , fat andel
Vis.. anded � PLO � Kid Process , water mp iant.
rWcaf masonry MI. imuLukiva, el ro ►d pedite
insul ii add. k1hr to classifll aHon.
5. Foimid ri>*=(0P06 1l h t)—m in, brick mu, 4 ft wide
Awathing aftched to concreto b1 %exit 1
CoUrba Carp.—Type Thermax
'Bearing the UL CUssftatfun 14a rking
Fal
FORM & POUR RAKED
TIE BEAM
(1)#5 BAR CONT.W/
2' CLEARANCE TIP.
COr
e
STEP BLOCK WALL AS REQUIRED TO
MAINTAIN MIN. 8" DEPTH FOR
RAKE TIE BEAM
e e e a 30' LONG #5 BAR -
a` 2" CLEARANCE FROM BOT. OF
I
10 1/2"OVERHANG
BE BAR ENDS
TO TIE TOGETHER
M M
1 111 rd FA Induarm 0
18x8x16 CONC. KNOCKOUT BLK. COURSE BOND BEAM
ALL SOLID W/ CONC. & (1)#5 BAR CONT.
VERTICAL REINFORCED BLOCK CELL - FILL SOLID W/ CONC.
& (1)#5 BAR CONT. FROM FTG. TO TOP OF RAKE TIE BEAM
(`8RAKE TIE BEAM DETAIL.
1
14 3/4"=1'-0"
owl
SAWCUT OUT BLOCK
END CELL FACE TO
INCREASE POUR DEPTH
AT CENTER OF WALL
AT OVERHANGS
8x8x16 BLOCK WALL PER PLAN
SIDE TO SIDE
5:12 SLOPE TO TOP OF -
RAKE TIE BEAM5 2 a
11'-1 15/32" N 1. 2'-4 1 /8" d a
d
° SEE PLANS FOR LOCATION OF
VERTICAL REINFORCED BLOCK CELLS -
SPRING POINT 12 FILL SOLID W/ CONC. & 1#5 BAR CONT.
FOR 5:12 SLOPE 5 FROM FTG. TO TOP OF RAKE TIE BEAM
RAKE TIE BEAM 2'-0"
- ° 7L!
FORMED & POURED
OVERHANG
Co
o
Co
INDICATES DOUBLE 8x8x16 CONC, KNOCKOUT BLOCK COURSE
BOND BEAM - FILL SOLID W/ CONC. & 2#5 BARS CONT,
TOP OF SLAB +0'-0" (REF. ELEV.
12 INDICATES FORMED AND POURED
5 RAKE TIE -BEAM MIN. 8" DP.
W/ 1#5 BAR CONT.
3'-4"
/�J///�d/ e d
INDICATES SINGLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE
BOND BEAM - FILL SOLID W/ CONC. & 1#5 BAR CONT.
0o
SEE PLANS FOR LOCATION OF 00 0
VERTICAL REINFORCED BLOCK CELLS -
FILL SOLID W/ CONC. & 115 BAR CONT.
FROM FTG. TO TOP OF RAKE TIE BEAM 12 0
5 0
INDICATES DOUBLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE
BOND BEAM -FILL SOLID W/ CONC. & 2#5 BARS CONT.
SEE PLANS FOR LOCATION OF
VERTICAL REINFORCED BLOCK CELLS -
ALL SOLID W/ CONC. & 1#5 BAR CONT.
FROM FTG. TO TOP OF RAKE TIE BEAM
TOP OF SLAB +0'-0" (REF. ELEV.
SEPAMATION WALL ELEVATION BTWN. UNITS "B" & "All FROM LEFT SIDE
u J 1/4"=V-0"
♦.
INDICATES FORMED AND POURED , d
RAKE TIE -BEAM MIN. 8" DP.
W/ 1#5 BAR CONT.
d n °
SEE PLANS FOR LOCATION OF
VERTICAL REINFORCED BLOCK CELLS -
SPRING POINT 12 a ALL SOLID W/ CONC. & 115 BAR CONT.
FOR 5:12 SLOPE 5 FROM FTG. TO TOP OF RAKE TIE BEAM
RAKE TIE BEAM 2'-0"
°.
d.
• ° � � 1111 1111T111 T111T11111i��%T1T11111
FORMED & POURED
OVERHANG
°o
cc
Co
INDICATES DOUBLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE
BOND BEAM - FILL SOLID W/ CONC. & 2#5 BARS CONT.
TOP OF SLAB +0'-0" (REF. ELEV.
INDICATES FORMED AND POURED
RAKE TIE -BEAM MIN. 8" DP.
W/ 1#5 BAR CONT.
SINGLE 8x8x16 CONC.
KNOCKOUT BLOCK COURSE
BOND BEAM - FILL SOLID
co
W/ CONC. & 1#5 BAR CONT.
mco
12
�5
2'-0"
d
A d °
1111TH T1111111
INDICATES SINGLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE
BOND BEAM - FILL SOLID W/ CONC. & 1#5 BAR CONT.
INDICATES DOUBLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE
BOND BEAM - FILL SOLID W/ CONIC. & 2#5 BARS CONT.
TOP OF SLAB +0'-0" (REF. ELEV.
0
co
63
0
(___2� SEPARATION WALL ELEVATION BTWN. UNITS "B" & "B" AND "C" & "B" FROM LEFT SIDE
SPRING POINT
FOR 5:12 SLOPE
RAKE TIE BEAM
FORMED & POURED
OVERHANG
INDICATES FORMED AND POURED
SIDE TO SIDE RAKE TIE -BEAM MIN. 8" DP.
5:12 SLOPE TO TOP OF W 1J5 BAR CONT.
INDICATES FORMED AND POURED RAKE TIE BEAM / #
RAKE TIE -BEAM MIN. 8" DP.
W/ 1#5 BAR CONT. d ,� ° 7'-5 13/16" 9'-11 1/4"
d-.
°d
d -
SEE PLANS FOR LOCATION OF
SPRING POINT 12 VERTICAL REINFORCED BLOCK CELLS - SPRING POINT
FOR 5:12 SLOPE 5F FILL SOLID W/ CONC. & 1#5 BAR CONT. FOR 5:12 SLOPE
RAKE TIE BEAM 2'-0" ° FROM FTG. TO TOP OF RAKE TIE BEAM, 2._0" RAKE TIE BEAM
%�o ° %�T %� %�%� %� T�T�T %� �% TAT %%
� l L L1 �/�
FORMED & POURED INDICATES SINGLE 8x8x16 CONC, KNOCKOUT BLOCK COURSE FORMED & POURED
OVERHANG BOND BEAM - FILL SOLID W/ CONC. & 1#5 BAR CONT. OVERHANG
10
00o
0
5'-10"
\ 12
° �5
°
"INDICATES DOUBLE 8x8x16 CONC, KNOCKOUT BLOCK COURSE INDICATES DOUBLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE
BOND BEAM - FILL SOLID W/ CONC. & 215 BARS CONT, BOND BEAM -FILL SOLID W/ CONC. & 2#5 BARS CONT.
00
0I co01
TOP OF SLAB +0'-0" (REF. ELEV.) _1 TOP OF SLAB +0'-0" (REF. ELEV.
3 `; SEPARATION WALL ELEVATION BTWN. UNITS @ "C" & "B" - ELEV. A
SPRING POINT FOR
5:12 SLOPE
RAKE TIE BEAM
FORMED & POURED
OVERHANG
SPRING POINT FOR
5:12 SLOPE
RAKE TIE BEAM
FORMED & POURED
OVERHANG
SINGLE 8x8x16 CONC
KNOCKOUT BLOCK COURSE
BOND BEAM - FILL SOLID
W/ CONC. & 1#5 BAR CONT
LATEST REVISION
DATE TO MASTER:
3/12/13
0
0
U
W
W
0
2
b
W
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DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/I
HOMES FOR CLARIFICATION!
go"10,000'10t
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DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/I
HOMES FOR CLARIFICATION!
go"10,000'10t
14 of 14
M/I ORLANDO
I
I TRANSOM WDW.
L- - - - - - - - -
DBL. SINGLE HUNG WDW.
OR DOOR
7'-0' MAX.
MASONRY OPENING WIDTH
CONNECT HANGER W/ (4)1/4"x2 3/4"
MASONRY SCREWS INTO EA. BLOCK JAMB
AND (4)16d NAILS INTO HEADER
2x4 ACROSS FRONT (ALIGN
FLUSH W/ BLOCK FACE) CONNECT
W/ (2)10d NAILS AT 12" O.C.
(6" FROM EA. END)
EXTERIOR
FACE
I SIMPSON "HUS26-2"HANGER-ORIENL
HORIZONTAL OR VERTICAL
(2)2x6 LAID FLAT -NAIL TOGETHER
W/ (2)8d NAILS AT 6" O.C.
BLK. JAMB
1 1/2" MIN. EDGE
DISTANCE FOR
MASONRY SCREWS
INTERIOR
FACE
HANGER WI
HORIZONTAL
ORIENTATION
WOOD HEADER BTWN. WDWS. OR WDW./DOOR
1. MAXIMUM DESIGN PRESSURE 48.6 PSF FOR ANY DOOR OR WDW.
2. INSTALL WDW. AND DOOR SCREW ANCHORS INTO HEADER PER
WDW. OR DOOR INSTALLATION DETAILS.
ROOF TRUSS OR 2x4 BLKG.
CONC.
SPACING MAXIMUM HEIGHT
AT 24" D.C. BTWN. TRUSSES
BLK. WALL
20 SPF
12" D.C. ACROSS TOP OF OPNo
-
O.S.B. SHEATHING
2x4 SPF
12" OC 10'-0"
W/ 8d AT 6" O.C.
2x4 CONT. W/ (2) 10d
2x6 SPF
2x4 BLKG. AT 24" O.C.
AT EA. TRUSS OR BLKG.
COMPONENT EFFECTIVE AREA
(2) 1 O AT EA. 20
2x4 AT 24" O.C.
NOTE:
2x6 OR 2x8
2x4 P.T. CONT. W/
SIMPSON SP1
10d AT 12" O.C.
3/16" x 3" MIN. MASONRY
'
2x4 P.T. W/
SCREWS AT 16" O.C.
AT 16" O.C.
3/16" x 3" MIN.
AT EA. SIDE OF OPNG.
DRYWALL
MASONRY SCREWS
O.S.B. SHEATHING
50 60
AT 24" O.C.
W/ 8d AT 6" O.C.
10d AT 12" O.C.
2x4 P.T. W/ (2)10d
CONC.
(2)10d AT EA. 2x4
2x6 OR 2x8 CONT.
HARD CASE SPIRAL
NAILS AT 24" O C BLK. JAMB
HEAD JAMB
POCKET SGD HEAD/JAMB DETAIL
LOCATIONS WHERE POCKET SGD TRACK IS OUTSIDE BLOCK WALL OPNG.
c
c
<
2x4 P.T. - ATTACH
W/ 1/4"x3" MASONRY SCREW
66" MAX. (1 1/4" MIN. EMBED.) 6" MAX.
(171/4" MIN. EMBED.)
WALL ELEVATION
OCK OPENING
J
BLK. JAMB
1 1/2" MIN. EDGE
DISTANCE FOR
MASONRY SCREWS
(2)2x6 HDR.
CTR. ON JAMB
FURR OUT AS REQ'D.
HANGER WI
VERTICAL
ORIENTATION
ALL BLK. CELLS ABV. LINTEL
TO BE CDNC. FILLED
PRECAST LINTEL PER PLAN
ACRnss nPNn
26 P.T. FROM BOT. OF LINTEL TO
TOP OF WALL - CENTER ON OPNG.
FASTEN TO BLOCK W/ 1/2" J -BOLT
W/ 2" SQ. WASHER
SIZE/SPECIES
SPACING MAXIMUM HEIGHT
2x6 OR 2x4 P.T. W/ CDNC. NA2ATM
•
20 SPF
12" D.C. ACROSS TOP OF OPNo
-
DESIGN WIND LOAD PRESSURE (PSF) -EXPOSURE "C"
2x4 SPF
12" OC 10'-0"
26 SPF
X
2x6 SPF
12' OC 13'-0"
2x6 SPF
COMPONENT EFFECTIVE AREA
26 SPF
2x6 P.T. BUCK AT GARAGE DOOR JAMBS DIST.
NOTE:
HEIGHTS SHOWN IN THIS TABLE ARE BASED ON STUDS BEING ATTACHED
FASTEN TO BLOCK W/ 1/2" DIA, X 6" J -BOLTS
SIMPSON SP1
TAPCON LENGTH MUST BE
OR 5" X6" "REDHEAD" TYPE EXPANSION BOLTS
'
CORNER STUDS. SHEATHING TO BE CONTINUOUS OVER 3 OR MORE STUDS.
AT4" O.C. MAX. W12' SQ. WASHERS
AT 16" O.C.
C WDW. C
AT EA. SIDE OF OPNG.
DRYWALL
ANCHOR INTO BUCK PER
BI
50 60
70
80
90 '=
300
¢
EXT. DOOR
SILL / MULL
ROOF 1 +16.9 or -26.9 +16.1 or -26.4 +] 6.0 or -26.] +16.0 ar -25.7 +16.0 or -25.4
+16.0 or -25.1 +16.0 or -24.9
+16.0 or -24.8
+16.0 or -24.6
+16.0 or -34.5
+15.D or -24.4
o0
STACKED WDW.
BY SIDE WDWS.
ROOF 2 +16.9 w -46.7 +16.1 or -44,6 +16.0 or +16.0 or -40.8 +16.0 or - 39.2
+16.0 or --38.1 +16.0 or -37.1
+16.0 or -36.3
w U- vx
+16.0 or -34.9
+16A or -343
HEADIJAMB FOR BUCK
- Q
opo
'16.0-53-7 +16.0 or -575
16.0.1-56.5
M r
+16.0 or -545
+16.0 or -54.2
[/7 C D
DOOR
WALL 4 +29.4 or -31,8 +28.6 or -31.1 +28.0 or -30.5 +27.3 ., -29+7 +26.7 or -292
(2) 2x4 @
x25.6 or -28.1
o CD Q
+25.2 or
+25.0 or -27.5
J N EACH END
40.01" TO 60 A , B
a J
+26.3 or -33.2 +25.9 or -32.5
+25.6 of -31.9
+25.4 or -31.4
+25.2 or -30.9
+25.0 or -30.5
-
CD
D , E , F
9'x7' GARAGE DOOR
+25.0 or -28.3
16'x7' GARAGE DOOR
+24.0 or -26.8
NOTES
0 2x4 @
2xi
16" O.C.
Z. CD
AT
Exposure C, Enclosed condition,Importance Factor of 1.0.
"
W/
1 Positive values act toward the surface, negative values act away from the surface.
N m
SCI
3. Manufacturing data for components and cladding shall exceed the values shown in this table.
(1
SIMPSON SPI
4. Edge pressures noted shall be used for components that are located within eight feet of
•
AT 16" O.C.
building edges or corners. All other components shall use typical pressure values.
5. Effectiive Wind Area is defined as the projected surface area for components such as doors
CO
X
Q
11
and windows. The Effective Wind Area for components such as studs and trusses, and for
W -\\-2x4 P.T, - ATTACH
Ill ( 1 /4"..z" TAfI!`!\AlC uAv
(171/4" MIN. EMBED.)
WALL ELEVATION
OCK OPENING
J
BLK. JAMB
1 1/2" MIN. EDGE
DISTANCE FOR
MASONRY SCREWS
(2)2x6 HDR.
CTR. ON JAMB
FURR OUT AS REQ'D.
HANGER WI
VERTICAL
ORIENTATION
ALL BLK. CELLS ABV. LINTEL
TO BE CDNC. FILLED
PRECAST LINTEL PER PLAN
ACRnss nPNn
26 P.T. FROM BOT. OF LINTEL TO
TOP OF WALL - CENTER ON OPNG.
FASTEN TO BLOCK W/ 1/2" J -BOLT
W/ 2" SQ. WASHER
P.T. FURRING
ACH TO BILK.
1/4"0" MASONRY
EW
/4" MIN. EMBED.) O.S.B. SHEATHING W/ 8d
NAILS @ 6 O.C. EDGE),
12" O.C. (FIELD)
2x4 STUDS
16' O.C.
WALL STBK. PER
PKT. SGD. MANUF.
GARAGE DOOR DETAIL
zs
3LOCK JAMB/HEAD
?x4 P.T FURRING
JAMB 1 HEAD DETAIL
FRAME WALL AT POCKET SGD BLOCK OPENING
LOCATIONS WHERE POCKET SGD TRACK IS BELOW PRECAST LINTEL
/4'x3" MASONRY
1CREW (1-1/4" MIN.
IMBED)
Od NAILS ® 6' Q.C.
N4 P T 0 TOP
ffi IDES OF
ILK. OPNG.
SIZE/SPECIES
SPACING MAXIMUM HEIGHT
2x6 OR 2x4 P.T. W/ CDNC. NA2ATM
16" OC 8'-4"
20 SPF
12" D.C. ACROSS TOP OF OPNo
20 SPF
DESIGN WIND LOAD PRESSURE (PSF) -EXPOSURE "C"
2x4 SPF
12" OC 10'-0"
26 SPF
EXTEND JAMB 14" MIN,ABV.OPNG.
2x6 SPF
12' OC 13'-0"
2x6 SPF
COMPONENT EFFECTIVE AREA
26 SPF
2x6 P.T. BUCK AT GARAGE DOOR JAMBS DIST.
NOTE:
HEIGHTS SHOWN IN THIS TABLE ARE BASED ON STUDS BEING ATTACHED
FASTEN TO BLOCK W/ 1/2" DIA, X 6" J -BOLTS
FIN
m -
TAPCON LENGTH MUST BE
OR 5" X6" "REDHEAD" TYPE EXPANSION BOLTS
'
CORNER STUDS. SHEATHING TO BE CONTINUOUS OVER 3 OR MORE STUDS.
AT4" O.C. MAX. W12' SQ. WASHERS
OVER BLOCK-/
C WDW. C
AT EA. SIDE OF OPNG.
DRYWALL
ANCHOR INTO BUCK PER
GARAGE DOOR MASONRY OPENING
50 60
P.T. FURRING
ACH TO BILK.
1/4"0" MASONRY
EW
/4" MIN. EMBED.) O.S.B. SHEATHING W/ 8d
NAILS @ 6 O.C. EDGE),
12" O.C. (FIELD)
2x4 STUDS
16' O.C.
WALL STBK. PER
PKT. SGD. MANUF.
GARAGE DOOR DETAIL
zs
3LOCK JAMB/HEAD
?x4 P.T FURRING
JAMB 1 HEAD DETAIL
FRAME WALL AT POCKET SGD BLOCK OPENING
LOCATIONS WHERE POCKET SGD TRACK IS BELOW PRECAST LINTEL
/4'x3" MASONRY
1CREW (1-1/4" MIN.
IMBED)
Od NAILS ® 6' Q.C.
N4 P T 0 TOP
ffi IDES OF
ILK. OPNG.
BLOCK HEADER
2x4 45d DIAGONAL
BUILT UP PLWD. OR '
MASONIIE BUCK CRIBE
2 - 2x4 OR DBL, 1x4 BUCK - CONNECT
EA. TO BLOCK W/ 3/16"x3" TAPCON (1
1/4" MIN. EMBEDMENT INTO BLK.) -
SOLID BLKG. AT TOP BTWN.
ARCH BLKG. & BUCK,
-8d NAILS AT 8" O.C.
AT BUCK
7/16" OSB
SECTION
A -A
1'-4" 3/16"0" TAPCONS
MAX.
BACKSIDE TO FIT ARCH- A CH PANEL L (4)lOd NAILS INTO EA.
CONNECT W/ 8d NAILS 2x4 BRACE/BLKG.
2x4 45d DIAGONAL
BRACE AT E//A.( FACE
NAILS AT EA.Of ARCH WE2ND d
INSTALL WDW. SCREW ANCHOR 2x4 SOLID BLKG. (FULL WIDTH OF WALL) PROVIDE TAPCON
INTO ARCH BLKG. PER BTWN. OSB ARCH FACES W/ (2)1Dd NAILS WITHIN 4" MIN. OF
INSTALLATION DETAILS THRU OSB INTO EA. 24 BRACE
_ _START OF ARCH _
SECTION A -A PROVIDE TAPCON PER WDW. INSTALLATION 4' MAX. RAD.
DETAILS OR THRU 1 1/2' THK. OR MORE BUCK
WITHIN 8" MIN. OF START OF ARCH
FRAME ARCH TOP DETAIL
BLOCK OPNG. SHOWN FRAME OPNG. SIMILAR (NO BUCK REQ'D. WHEN NO PLYWD, JOINT AT JAMBS)
2 - 2x4 OR DBL. 1x4 BUCK - ON
SECTI
CONNECT EA. TO BLOCK W/ 3/16"x3" BTI
BLOCK HEADER TAPCON (1 1/4" MIN. EMBEDMENT INTO
-13
PROVIDE 2x4 DIAG. BRACE BLK.)
BTWN. VERT. BRACES WHEN HT. SOLID BLKG. AT TOP BTWN,A"-�4'-0` 1'-4°
OF BRACE EXCEEDS 24" ARCH BLKG. & BUCK MAX. PROVIDE 2) MIN.
TAPCON T EA. SIDE
2x4 VERT. Sd NAILS AT 8" D.C. BUCK- (1 WITHIN 4"
BRACE(S) AT BUCK MIN. OF ART OF
ARCH
BUILT UP PLWD. OR 7/16" OSB
MASONITE BUCK -SCRIBE ARCH PANEL START OF ARCH
BACKSIDE TO FIT ARCH- EQ.
CONNECT W/ 8d NAILS
2x4 VERT. AT EA. FACE OF ARCH
INSTALL WDW. SCREW ANCHOR W/ (3)10d NAILS AT EA. END
INTO ARCH BLKG. PER 2x4 SOLID BLKG. (FULL WIDTH OF WALL)
INSTALLATION DETAILS BTWN. OSB ARCH FACES W/ (2)10d NAILS
SECTION B -B THRU OSB INTO EA. 2x4
FRAME ELLIPSE ARCH TOP DETAIL
EQ. T MAX. RAD.
BLOCK OPNG. SHOWN FRAME OPNG. SIMILAR (NO BUCK REQ'D. WHEN NO PLYWD. JOINT AT JAMBS)
a
N
2"
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 WINDOW SILL AT
LOCATIONS WHERE SILL IS LESS
THAN 2'-D" ABOVE TOP OF SLAB)
OVERHANGING BLOCK REPAIR DETAIL
MAXIMUM WALL HT ! 140 MPH 1 EXP C I RISK CAT. II
SIZE/SPECIES
SPACING MAXIMUM HEIGHT
2x4 SPF
16" OC 8'-4"
20 SPF
12' OC 9'-D'
20 SPF
DESIGN WIND LOAD PRESSURE (PSF) -EXPOSURE "C"
2x4 SPF
12" OC 10'-0"
26 SPF
16" OC 12'-4"
2x6 SPF
12' OC 13'-0"
2x6 SPF
COMPONENT EFFECTIVE AREA
26 SPF
12" OC 15'-0"
NOTE:
HEIGHTS SHOWN IN THIS TABLE ARE BASED ON STUDS BEING ATTACHED
,- C MAX. C
TO 1/2 MINIMUM OSB SHEATHING NTH 8d MIN NAILS 0 12" OC
TAPCON LENGTH MUST BE
LOCATION ZONE
B B
CORNER STUDS. SHEATHING TO BE CONTINUOUS OVER 3 OR MORE STUDS.
1 1/4" EMBEDMENT INTO
OVER BLOCK-/
C WDW. C
WDW. MEWDW. C
DRYWALL
ANCHOR INTO BUCK PER
iQ 13 ZU 30 40
50 60
70
80
90 '=
300
¢
EXT. DOOR
SILL / MULL
ROOF 1 +16.9 or -26.9 +16.1 or -26.4 +] 6.0 or -26.] +16.0 ar -25.7 +16.0 or -25.4
+16.0 or -25.1 +16.0 or -24.9
+16.0 or -24.8
+16.0 or -24.6
+16.0 or -34.5
+15.D or -24.4
MAXIMUM BUILT UP
STACKED WDW.
BY SIDE WDWS.
ROOF 2 +16.9 w -46.7 +16.1 or -44,6 +16.0 or +16.0 or -40.8 +16.0 or - 39.2
+16.0 or --38.1 +16.0 or -37.1
+16.0 or -36.3
+16.0 or -35.5
+16.0 or -34.9
+16A or -343
HEADIJAMB FOR BUCK
- Q
ROOF 3 +16,9-69.1 +15.1 or -66.5 +16.0 or -64.5 +16.0 or -62.0 +16.0 or -60.1
'16.0-53-7 +16.0 or -575
16.0.1-56.5
+15.0 or -55.7
+16.0 or -545
+16.0 or -54.2
EXTERIOR
DOOR
WALL 4 +29.4 or -31,8 +28.6 or -31.1 +28.0 or -30.5 +27.3 ., -29+7 +26.7 or -292
+26.3 or -28.8 +25.9 or -28.4
x25.6 or -28.1
+25.4 or -27.9
+25.2 or
+25.0 or -27.5
40.01" TO 60 A , B
WALL 5 +29.4 or -39.3 +28.5 or -37.8 +28.0 or -36.7 +27.3 or -35.1 +26.7 or -34,0
+26.3 or -33.2 +25.9 or -32.5
+25.6 of -31.9
+25.4 or -31.4
+25.2 or -30.9
+25.0 or -30.5
80.01" TO 100" A , B , C 80.01" TO 100"
D , E , F
9'x7' GARAGE DOOR
+25.0 or -28.3
16'x7' GARAGE DOOR
+24.0 or -26.8
NOTES
1. Values shown are based on allowable stress design using 140 miles per hour,
Exposure C, Enclosed condition,Importance Factor of 1.0.
1 Positive values act toward the surface, negative values act away from the surface.
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
building edges or corners. All other components shall use typical pressure values.
5. Effectiive Wind Area is defined as the projected surface area for components such as doors
and windows. The Effective Wind Area for components such as studs and trusses, and for
cladding such as roof and wall sheathing, is defined as the span length multiplied by an
effective width need not be fess than one-third the span length.
a 3 2�2
3
ROOF NOT SWM
s
2 1 22 1
2
$
4
1
2 2
5 5
a 3
3
WALT(
a
HIP ROOF 7 <8 <=
= 27
BLOCK HEADER
2x4 45d DIAGONAL
BUILT UP PLWD. OR '
MASONIIE BUCK CRIBE
2 - 2x4 OR DBL, 1x4 BUCK - CONNECT
EA. TO BLOCK W/ 3/16"x3" TAPCON (1
1/4" MIN. EMBEDMENT INTO BLK.) -
SOLID BLKG. AT TOP BTWN.
ARCH BLKG. & BUCK,
-8d NAILS AT 8" O.C.
AT BUCK
7/16" OSB
SECTION
A -A
1'-4" 3/16"0" TAPCONS
MAX.
BACKSIDE TO FIT ARCH- A CH PANEL L (4)lOd NAILS INTO EA.
CONNECT W/ 8d NAILS 2x4 BRACE/BLKG.
2x4 45d DIAGONAL
BRACE AT E//A.( FACE
NAILS AT EA.Of ARCH WE2ND d
INSTALL WDW. SCREW ANCHOR 2x4 SOLID BLKG. (FULL WIDTH OF WALL) PROVIDE TAPCON
INTO ARCH BLKG. PER BTWN. OSB ARCH FACES W/ (2)1Dd NAILS WITHIN 4" MIN. OF
INSTALLATION DETAILS THRU OSB INTO EA. 24 BRACE
_ _START OF ARCH _
SECTION A -A PROVIDE TAPCON PER WDW. INSTALLATION 4' MAX. RAD.
DETAILS OR THRU 1 1/2' THK. OR MORE BUCK
WITHIN 8" MIN. OF START OF ARCH
FRAME ARCH TOP DETAIL
BLOCK OPNG. SHOWN FRAME OPNG. SIMILAR (NO BUCK REQ'D. WHEN NO PLYWD, JOINT AT JAMBS)
2 - 2x4 OR DBL. 1x4 BUCK - ON
SECTI
CONNECT EA. TO BLOCK W/ 3/16"x3" BTI
BLOCK HEADER TAPCON (1 1/4" MIN. EMBEDMENT INTO
-13
PROVIDE 2x4 DIAG. BRACE BLK.)
BTWN. VERT. BRACES WHEN HT. SOLID BLKG. AT TOP BTWN,A"-�4'-0` 1'-4°
OF BRACE EXCEEDS 24" ARCH BLKG. & BUCK MAX. PROVIDE 2) MIN.
TAPCON T EA. SIDE
2x4 VERT. Sd NAILS AT 8" D.C. BUCK- (1 WITHIN 4"
BRACE(S) AT BUCK MIN. OF ART OF
ARCH
BUILT UP PLWD. OR 7/16" OSB
MASONITE BUCK -SCRIBE ARCH PANEL START OF ARCH
BACKSIDE TO FIT ARCH- EQ.
CONNECT W/ 8d NAILS
2x4 VERT. AT EA. FACE OF ARCH
INSTALL WDW. SCREW ANCHOR W/ (3)10d NAILS AT EA. END
INTO ARCH BLKG. PER 2x4 SOLID BLKG. (FULL WIDTH OF WALL)
INSTALLATION DETAILS BTWN. OSB ARCH FACES W/ (2)10d NAILS
SECTION B -B THRU OSB INTO EA. 2x4
FRAME ELLIPSE ARCH TOP DETAIL
EQ. T MAX. RAD.
BLOCK OPNG. SHOWN FRAME OPNG. SIMILAR (NO BUCK REQ'D. WHEN NO PLYWD. JOINT AT JAMBS)
a
N
2"
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 WINDOW SILL AT
LOCATIONS WHERE SILL IS LESS
THAN 2'-D" ABOVE TOP OF SLAB)
OVERHANGING BLOCK REPAIR DETAIL
MAXIMUM WALL HT ! 140 MPH 1 EXP C I RISK CAT. II
SIZE/SPECIES
SPACING MAXIMUM HEIGHT
2x4 SPF
16" OC 8'-4"
20 SPF
12' OC 9'-D'
20 SPF
16" OC 9'4
2x4 SPF
12" OC 10'-0"
26 SPF
16" OC 12'-4"
2x6 SPF
12' OC 13'-0"
2x6 SPF
16' OC 14'-0"
26 SPF
12" OC 15'-0"
NOTE:
HEIGHTS SHOWN IN THIS TABLE ARE BASED ON STUDS BEING ATTACHED
,- C MAX. C
TO 1/2 MINIMUM OSB SHEATHING NTH 8d MIN NAILS 0 12" OC
TAPCON LENGTH MUST BE
INTERMEDIATE SUPPORTS AND 6' OC AT PERIMETER AND 4' OC @
B B
CORNER STUDS. SHEATHING TO BE CONTINUOUS OVER 3 OR MORE STUDS.
1 1/4" EMBEDMENT INTO
OVER BLOCK-/
C WDW. C
WDW. MEWDW. C
DRYWALL
ANCHOR INTO BUCK PER
OPNG.
OPNG. OPNG.
tOd x 3"L.
SGD OR
A A
A
¢
EXT. DOOR
SILL / MULL
SILL / MULL
LINTEL ABV. OPNG.
OPNG.
SINGLE WDW. OR
MULTIPLE SIDE
CAULK BTWN.
MAXIMUM BUILT UP
STACKED WDW.
BY SIDE WDWS.
816" D.C.
THAN 1 1/2" CONNECT W/
WI MULL BTWN. ®
WI MULL BTWN. 0
kj--�d
THE SAME NUMBER OF BOLTS PER ROW AS NAILS
HEADIJAMB FOR BUCK
- Q
WDW. OPNG. LOCATIONS WDW. OPNG.
LOCATIONS
HEIGHT IN HEAD CD
WIDTH
IN HEAD I)
EXTERIOR
DOOR
UP TO 40" A
UP TO 40"
D
OPENINGS
40.01" TO 60 A , B
40.01" TO 60"
D , E
60.01" TO 80" A , C 60.01" TO 80"
D , F
80.01" TO 100" A , B , C 80.01" TO 100"
D , E , F
BLOCK HEADER
2x4 45d DIAGONAL
BUILT UP PLWD. OR '
MASONIIE BUCK CRIBE
2 - 2x4 OR DBL, 1x4 BUCK - CONNECT
EA. TO BLOCK W/ 3/16"x3" TAPCON (1
1/4" MIN. EMBEDMENT INTO BLK.) -
SOLID BLKG. AT TOP BTWN.
ARCH BLKG. & BUCK,
-8d NAILS AT 8" O.C.
AT BUCK
7/16" OSB
SECTION
A -A
1'-4" 3/16"0" TAPCONS
MAX.
BACKSIDE TO FIT ARCH- A CH PANEL L (4)lOd NAILS INTO EA.
CONNECT W/ 8d NAILS 2x4 BRACE/BLKG.
2x4 45d DIAGONAL
BRACE AT E//A.( FACE
NAILS AT EA.Of ARCH WE2ND d
INSTALL WDW. SCREW ANCHOR 2x4 SOLID BLKG. (FULL WIDTH OF WALL) PROVIDE TAPCON
INTO ARCH BLKG. PER BTWN. OSB ARCH FACES W/ (2)1Dd NAILS WITHIN 4" MIN. OF
INSTALLATION DETAILS THRU OSB INTO EA. 24 BRACE
_ _START OF ARCH _
SECTION A -A PROVIDE TAPCON PER WDW. INSTALLATION 4' MAX. RAD.
DETAILS OR THRU 1 1/2' THK. OR MORE BUCK
WITHIN 8" MIN. OF START OF ARCH
FRAME ARCH TOP DETAIL
BLOCK OPNG. SHOWN FRAME OPNG. SIMILAR (NO BUCK REQ'D. WHEN NO PLYWD, JOINT AT JAMBS)
2 - 2x4 OR DBL. 1x4 BUCK - ON
SECTI
CONNECT EA. TO BLOCK W/ 3/16"x3" BTI
BLOCK HEADER TAPCON (1 1/4" MIN. EMBEDMENT INTO
-13
PROVIDE 2x4 DIAG. BRACE BLK.)
BTWN. VERT. BRACES WHEN HT. SOLID BLKG. AT TOP BTWN,A"-�4'-0` 1'-4°
OF BRACE EXCEEDS 24" ARCH BLKG. & BUCK MAX. PROVIDE 2) MIN.
TAPCON T EA. SIDE
2x4 VERT. Sd NAILS AT 8" D.C. BUCK- (1 WITHIN 4"
BRACE(S) AT BUCK MIN. OF ART OF
ARCH
BUILT UP PLWD. OR 7/16" OSB
MASONITE BUCK -SCRIBE ARCH PANEL START OF ARCH
BACKSIDE TO FIT ARCH- EQ.
CONNECT W/ 8d NAILS
2x4 VERT. AT EA. FACE OF ARCH
INSTALL WDW. SCREW ANCHOR W/ (3)10d NAILS AT EA. END
INTO ARCH BLKG. PER 2x4 SOLID BLKG. (FULL WIDTH OF WALL)
INSTALLATION DETAILS BTWN. OSB ARCH FACES W/ (2)10d NAILS
SECTION B -B THRU OSB INTO EA. 2x4
FRAME ELLIPSE ARCH TOP DETAIL
EQ. T MAX. RAD.
BLOCK OPNG. SHOWN FRAME OPNG. SIMILAR (NO BUCK REQ'D. WHEN NO PLYWD. JOINT AT JAMBS)
a
N
2"
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 WINDOW SILL AT
LOCATIONS WHERE SILL IS LESS
THAN 2'-D" ABOVE TOP OF SLAB)
OVERHANGING BLOCK REPAIR DETAIL
MAXIMUM WALL HT ! 140 MPH 1 EXP C I RISK CAT. II
SIZE/SPECIES
SPACING MAXIMUM HEIGHT
2x4 SPF
16" OC 8'-4"
20 SPF
12' OC 9'-D'
20 SPF
16" OC 9'4
2x4 SPF
12" OC 10'-0"
26 SPF
16" OC 12'-4"
2x6 SPF
12' OC 13'-0"
2x6 SPF
16' OC 14'-0"
26 SPF
12" OC 15'-0"
NOTE:
HEIGHTS SHOWN IN THIS TABLE ARE BASED ON STUDS BEING ATTACHED
,- C MAX. C
TO 1/2 MINIMUM OSB SHEATHING NTH 8d MIN NAILS 0 12" OC
TAPCON LENGTH MUST BE
INTERMEDIATE SUPPORTS AND 6' OC AT PERIMETER AND 4' OC @
B B
CORNER STUDS. SHEATHING TO BE CONTINUOUS OVER 3 OR MORE STUDS.
1. LOCATIONS PER INDIVIDUAL WDW. OPNG DIMENSION NOT MULLED WDW. OPNG. DIMENSION
2. MAXIMUM ALLOWABLE SPACING BTWN. TAPCON ANCHORS TO BE 24" O.C.
2x HDR. PLATE OR
EXTERIOR WD. HDR.
SHEATHING 2 LAYERS OF 7/16" O.S.B. OR
�1� LAYER OF 3/4" PLYWD.
CONNECT W/ (2)8d NAILS AT
16" O.C.
BUILT UP WOOD HDR. OR
2x HDR. PLATE
EXTERIOR
SHEATHING
2x CRIPPLE STUDS AT 16"
O.C. BTWN. SILL PLATE &
BOT. PLATE OR HDR. &
HDR. PLATE
2x HDR. OR SILL PLATE
OR HDR. JACK
ATTACH WDW. DOOR PER
MANUF. SPEC CATIONS
SILL I JAMB I HEAD
FRAME WALL OPNG.
WDW./DOOR DETAILS
TAPCON PER
SCHEDULE MIN. _
� X
Q
EXT. FACE (2)104 x 1 1/2" AT 24"
O.C. FOR BUCK BUILT UP
TAPCON INSTALLATION ANCHOR CHART
HEADER LOAD
CONDITION
FOR
BLOCK OPNGS. W/ BUCKS 1 1/2" THICK OR GREATER
WIDTH
WIDTH WDTH
BLOCK FOR BUILT UP BUCKS
WIDTH
D F E F D D
E D D E D
BUILT UP BUCK DETAIL
24" O.C. 8"
THICKNESS 1112" OR GREATER
PRECAST CONC.
MIN. 2 1/2" WIDE BUCK -
MAX. MAX.
A8» A
8r. A
Pte.
WTF
Ll
,- C MAX. C
MAX. C
TAPCON LENGTH MUST BE
10d x 31
B B
B
1 1/4" EMBEDMENT INTO
OVER BLOCK-/
C WDW. C
WDW. MEWDW. C
DRYWALL
ANCHOR INTO BUCK PER
OPNG.
OPNG. OPNG.
tOd x 3"L.
SGD OR
A A
A
¢
EXT. DOOR
SILL / MULL
SILL / MULL
LINTEL ABV. OPNG.
OPNG.
SINGLE WDW. OR
MULTIPLE SIDE
CAULK BTWN.
MAXIMUM BUILT UP
STACKED WDW.
BY SIDE WDWS.
816" D.C.
THAN 1 1/2" CONNECT W/
WI MULL BTWN. ®
WI MULL BTWN. 0
kj--�d
THE SAME NUMBER OF BOLTS PER ROW AS NAILS
HEADIJAMB FOR BUCK
- Q
WDW. OPNG. LOCATIONS WDW. OPNG.
LOCATIONS
HEIGHT IN HEAD CD
WIDTH
IN HEAD I)
EXTERIOR
DOOR
UP TO 40" A
UP TO 40"
D
OPENINGS
40.01" TO 60 A , B
40.01" TO 60"
D , E
60.01" TO 80" A , C 60.01" TO 80"
D , F
80.01" TO 100" A , B , C 80.01" TO 100"
D , E , F
1. LOCATIONS PER INDIVIDUAL WDW. OPNG DIMENSION NOT MULLED WDW. OPNG. DIMENSION
2. MAXIMUM ALLOWABLE SPACING BTWN. TAPCON ANCHORS TO BE 24" O.C.
2x HDR. PLATE OR
EXTERIOR WD. HDR.
SHEATHING 2 LAYERS OF 7/16" O.S.B. OR
�1� LAYER OF 3/4" PLYWD.
CONNECT W/ (2)8d NAILS AT
16" O.C.
BUILT UP WOOD HDR. OR
2x HDR. PLATE
EXTERIOR
SHEATHING
2x CRIPPLE STUDS AT 16"
O.C. BTWN. SILL PLATE &
BOT. PLATE OR HDR. &
HDR. PLATE
2x HDR. OR SILL PLATE
OR HDR. JACK
ATTACH WDW. DOOR PER
MANUF. SPEC CATIONS
SILL I JAMB I HEAD
FRAME WALL OPNG.
WDW./DOOR DETAILS
TAPCON PER
SCHEDULE MIN. _
� X
Q
EXT. FACE (2)104 x 1 1/2" AT 24"
O.C. FOR BUCK BUILT UP
OF BLOCK
HEADER LOAD
CONDITION
BUILT UP STUD COLUMNS
TO 2 112" THICK
PROVIDE 2x P.T. AGAINST
OR
BLOCK FOR BUILT UP BUCKS
(2)8d x 2 1/2" AT 24°
2' THICK OR MORE
O.C. FOR BUCK BUILT UP
BUILT UP BUCK DETAIL
2112" THICK OR MORE
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 BTWN.
3/16" DIA. TAPCONS.
BUCK / BLOCK
TAPCON LENGTH MUST BE
10d x 31
SUFFICIENT TO ACHIEVE MIN.
CEMENT FINISH/�
1 1/4" EMBEDMENT INTO
OVER BLOCK-/
BLOCK JAMB / HEAD
INSTALL WDW./DOOR SCREW
DRYWALL
ANCHOR INTO BUCK PER
(2)
INSTALLATION DETAILS
tOd x 3"L.
HEAD/JAMB FOR BUCK
4'-8"
THICKNESS 1112" OR GREATER
5'-5"
INSTALL WDW./DOOR TAPCON
PRECAST CONC.
ANCHOR INTO BLOCK PER
LINTEL ABV. OPNG.
INSTALLATION DETAILS
OR CMU JAMB
MIN, 2 1/2" WIDE BUCK -
CAULK BTWN.
MAXIMUM BUILT UP
BUCK / BLOCK
THICKNESS MUST BE LESS
816" D.C.
THAN 1 1/2" CONNECT W/
CEMENT FINISH
SPIRAL NAILS AT 16" O.C.
OVER BLOCK DRYWALL
THE SAME NUMBER OF BOLTS PER ROW AS NAILS
HEADIJAMB FOR BUCK
THICKNESS LESS THAN 1112"
CEMENT FINISH ATTACH WDW./DOOR PER
OVER BLOCK MANUF. SPECIPCATTONS
PRECAST
CONC. SILL
I SILL '
BLOCK WALL OPNG.
WDW./DOOR BUCK DETAILS
ALL EXTERIOR WINDOWS AND DOORS SHALL HAVE MEET PRESSURES IN
CHART- EXPOSURE "C"
WOOD HEADER SCHEDULE
MAXIMUM 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
SIZE
VERTICAL SPACING OF FASTENERS AT 8" O.C.
(2)2x6
STAGGERED UNLESS OTHERWSE NOTED. THIRD AND
(2)2x8
FOURTH PLIES SHALL BE ADDED TO EITHER SIDE OF
(2)2x10
2 -PLY COMPOSITE POST, MINIMUM END DISTANCE SHALL
(2)2x12
BE 2 1/2" AND MINIMUM EDGE DISTANCE SHALL BE 1".
STUD
OF NAILS
NUMBER OF PLYS
(2) PLYS
(3) PLYS
(4) PLYS
SIZE
PER ROW
2x4
(1)
10d x 31
10d x 31
10d X 31 OR
1/2" DIAM.
2
5'-5"
2
6'-3"
BOLT 0 16" O.C.
26
(2)
10d x 31
tOd x 3"L.
10d X 3"L. OR
1/2" DIAM.BOLT
4'-8"
2
5'-5"
3
16" D.C.
2x8
(2)
1 O x 31
1 O x 31
10d X 31. OR
1/2" DIA. BOLT
816" D.C.
IN LIEU OF NAILS, MEMBERS MAY BE BOLTED TOGETHER
WITH 1/2" DIAM. THRU-BOLTS AT 16" O.C. VERTICALLY WITH
THE SAME NUMBER OF BOLTS PER ROW AS NAILS
WOOD HEADER SCHEDULE
MAXIMUM CLEAR SPAN FOR LOAD BEARING FRAME WALLS
SIZES NOTED ON PLANS TO SUPERCEDE
VALUES SHOWN ON THIS SCHEDULE
2068
HEADER LOAD
CONDITION
HEADER
SIZE
DOOR DOOR
(2)2x6
NJ
(2)2x8
NJ
(2)2x10
NJ
(2)2x12
NJ
ROOF ONLY
4'-0'
2
5-4"
2
6'4"
2
7'-6"
2
2nd FLOOR ONLY
S-6"
2
4'-5'
2
5'-5"
2
6'-3"
2
2nd FLOOR & ROOF
S -O"
2
S-10"
2
4'-8"
2
5'-5"
3
"NJ" = MINIMUM NUMBER OF JACK STUDS REQ'D. AT EA. END UNLESS
OTHERWSE NOTED ON THE PLAN
ALL STRUCTURAL HEADERS TO BE #2 OR BETTER S.Y.P.
ALL NON-STRUCTURAL HEADERS HEM -FIR OR S -P -F OR BETTER
CONSTRUCTION NOTES
1. APPLICABLE CODES:
- FLORIDA BUILDING CODE 2010 - RESIDENTIAL
- NATIONAL ELECTRICAL CODE REQUIREMENTS FOR ONE AND TWO FAMILY DWELINGS, NFPA
70A; 2007.
- FLORIDA FIRE PREVENTION CODE - FF.P.C. 2010
2. SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE
BUILDER/ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH CONSTRUCTION.
3. ALL CONSTRUCTION SHALL BE BRACED AND MORED BY CONTRACTOR AS REQUIRED TO SAFELY
PERFORM THE WORK.
TERMITE PROTECTION
1. TERMITE PRETREATMENT SHALL MAKE USE OF BORA-CARE TERMHTCIDE, 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 TREATMENT, A
CERTIFICATE OF COMPLIANCE SHALL BE ISSUED BY A LICENSED PEST CONTROL COMPANY BEFORE
A CERTIFICATE OF OCCUPANCY MAY BE ISSUED, THE CERTIFICATE OF COMPLIANCE SHALL STATE:
'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE
FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES'.
FOUNDATION NOTES
1. FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE ALLOWABLE BEARING PRESSURE OF 2000
PSF. CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING PRESSURE OF 2000 PSF IS
OBTAINED PRIOR TO FOOTING PLACEMENT.
2. FOOTING SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS.
3. AS REQUIRED BY THE LOCAL MUNICAPIUTY 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 ASTM A615 GRAFE
40.
3. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ASTM A185.
CONCRETE MASONRY NOTES
1. CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH R.C.I. 530/ASCE 5/TMS 402.
2. CONCRETE MASONRY UNITS SHALL BE IN CONFORMANCE WITH ASTM C90, GRADE N, TYPE Il
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 ASTM C476.
4. MORTAR SHALL BE TYPE "M" OR "S" IN ACCORDANCE WITH ASTM C270.
5. ALL MASONARY UNITS SHALL BE LAID IN RUNNING BOND U.N.O.
6. PROVIDE 8' PRECAST CONCRETE LINTELS ABOVE ALL MASONARY OPNGS. ALL LINTEL FOR OPNGS.
OVER 5'-6" SHALL BE GROUTED SOLID W/ 8" STANDARD BRG. EA. END U.N.O. (4" MIN. BEARING
REO'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 12 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 APPLICATIONS 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 MINIMUM OF S -P -F #2 OR BETTER.
4. WOOD HEADERS PER SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. ALL HEADER MATERIAL TO
BE SOUTHERN YELLOW PINE 02 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 W/ A MIN. OF SIMPSON SPH4 OR
EQUAL AT EACH STUD. PROVIDE BLOCKING TO BEARING WALL BELOW AS REQUIRED. HEAVY HOLD
DOWNS MAY BE REQUIRED AT SOME LOCATIONS AS NOTED ON PLANS.
6. END JOINTS IN STRUCTURAL DOUBLE PLATE SHALL BE OFFSET AT LEAST 4'-0". 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.
8. 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 NTH CONCRETE SHALL BE PRESSURE TREATED LUMBER OR SEPARATED
FROM CONCRETE W/ FELT PAPER OR METAL PLATES.
10, ALL NAILS AND BOLTS EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVINIZED.
UPLIFT CONNECTORS
1. UPLIFT CONNECTORS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT
FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE
MEMBERS OF THESE WALL WOULD NOT NEED TO HAVE CONNECTORS APPLIED.
2. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM 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
WIND 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 BETWEEN GARAGE AND LIVING SPACE SHALL BE MINIMUM 1 3/8" THICK SOLID CORE
WOOD DOORS, 1 3/8" SOLID OR HONEYCOMB CORE STEEL DOORS, OR 20 -MINUTE FIRE RATED
DOORS.
2. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS
THAN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE
ROOMS 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
DWELLIN 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 WALLS, UNDER STAIR SURFACE
AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD,
DOOR SCHEDULE
2068
O
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DOOR DOOR
DOOR DOOR
WIDTH WIDTH
HT. HT.
FEET INCHES
FEET INCHES
NOTES:
VV
1. NUMBER OF PANELS, HAND, & SWING AS SHOWN ON PLAN
LATEST REVISION
DATE TO MASTER:
3/12/13
�0
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F-
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J �
DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/I
HOLES FOR CLARIFICATION!
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DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/I
HOLES FOR CLARIFICATION!
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DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
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TO BE REPORTED TO M/I
HOLES FOR CLARIFICATION!
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7/16" OSB SHEATHING
GABLE END OR
FLOOR TRUSS
7/8' CEMENT PLASTER
ON PAPER BACK LATH
AIR INFILTRATION BARRIER
(DESIGN STANDARD: TYVEK)-y
Z
N
MID -WALL
WEEP SCREED
1/2" MIN. CEMENT
PLASTER
8" CMU WALL
DETAIL (@, BLOCK I FRAME CONNECTION
SCALE: 3" = 1'-0"
TYVEK OVER 'C' PEEL AND STICK
FLASHING AND WINDOW FLANGE
C fTAPE OVER CUT
IN TYVEK
-
-------------- ------
5' INCL.
B
I
I
(
I
I
I
C6
TOP OF CELL
E
START B STRIPS HERE
EDGE Of WINDOW
ROOF EDGE ROOF O.H.
APPLY PEEL AND STICK
FLASHING MEMBRANE IN ORDER
STARTING AT BOTTOM OF
WINDOW AND OVERLAPPING A
INDICATED
HURR. STRAP AT EA. TRUSS
IN WALL
ROOF TRUSSES OR 2x RAFTERS
NOTES:
A
--DRILLED HOLE TO BE
-
PEEL AND STICK DETAIL
8'-0" MAX. SPAN W/0 2x8 RIDGE
20 VERTICAL BLKG. 2x6 VALLEY RAFTERS
(4)164 2x4 COLLAR TIE IN
MTS12
NAILS UPPER 3RD OF ROOF HT.
_
STRAP _-------- -
"-I 2x4 VERT. AT MTS12
0" O.C. MAX. (ONLY STRAP
AT SPANS > 8'-0"
2x4 BLKG. AT VALLEY RAFTER
BRG. BTWN. TRUSSES
ROOF TRUSS ROOF TRUSS
BELOW RAFTER
HAND VALLEY FRMG. DETAIL
ALTERNATE VALLEY DETAIL FROM TRUSS ENGINEER MAY BE
SUBSTITUTED PROVIDED DETAIL HAS STATE OF FLORIDA
LICENSED STRUCTURAL ENGINEER STAMP
3 4" DIA. x 6" OP. HOLE
F R f BAR DOWEL SET IN
EPDX ADHESIVE
TOP OF BLK. WALL
�CONC. FILLED REINF.
TOP COURSE PER TYP.
WALL SECTION
25" MIN. LAP
OF REBARS
3000 PSI CONC.
FILLED CELL W/
#5 REBAR
SAWCUT 1" W. OPNG. IN
WALL FROM TOP TO
BOTTOM FOR FULL HT.
REBAR PLACEMENT INTO
CELL -FILL SOLID W/
GROUT
TOP OF SLAB
X3/4" DIA. x 6" OR HOLE
FDR 5 BAR DOWEL SET�IN
EPDX ADHESIVE
ADDED REINF. FILLED
BLOCK CELL DETAIL
2ND STY. SHOWER DETAIL
N.T.S.
P.T. WOOD FURRING OR WOOD
FRAME WALL ASSEMBLY
TILE WALL SYSTEM
COATED GLASS MAT WATER-RESISTANT
GYPSUM BACKER BOARD (1/2' DENS -GLASS)
SHOWER DRAIN FOR TILE SHOWER INSTALLATION
WHERE THE USE OF A SHOWER PAN LINER IS
NOT REQUIRED
MORTAR BED AT WALL
W/GALV. METAL LATH _
TILE FLOOR SYSTEM
MORTAR BED
MIN. THICKNESS 1-1/2'
MIN. SLOPE 1/4' PER FT.
1ST STY. SHOWER DETAIL
N.T.S.
LATERAL 8
NUMBER A
WEBS VARI
DESIGN Cc
SHOWER DOOR OR SHOWER
ENCLOSURE W/FRAME SET IN
FULL BED OF SILICONE
SEALANT - CENTER ON
MARBLE SILL & WALL BEYOND
IF PROVIDED
FLOOR TILE-�
i
MARBLE SILL
1/2'
MORTAR BED AT WALL
W/GALV. METAL LATH
SHOWER DRAIN RECEPTOR - TOP OF
DRAIN 2" MIN. BELOW F.F. LEVEL
SHEATHING OUTRIGGER
BL OCKING CUT TO FIT
TIGHT BErWEEN rRU55E5
5� �}—►ARIES E
5° +VARtE t
.`"; i
DIAGONAL BRACE
� i AS REQUIRED _ _
DESIGN ATTACHMENr
TO RESISr BOTH PUSHING S E CTI O N B -B
AND PULLING FORCES 'LATERAi '
I "/,BRACING BOTTOM CHORD
LATERAL BRACING
CEILING
DIAPHRAGM
—END WALL'
DIAGONAL BRACE MAY BE TIED INTO
BOTTOM CHORD LATERAL BRACING
STANDARD END DROPPED TOP CHORD END
SECTION A -A SECTION C -C
NOTES:
1) ACTUAL BRACING REQUIREMENTS WILL VARY DUE TO WIND LOAD, CODE CRITERIA, BUILDING HEIGHT,
TRUSS SPAN, WEB LUMBER GRADE/SPECIES/ON CENTER SPACING AND OTHER VARIABLES.
BRACING (AND ATTACHMENT) REQUIREMENTS SHOULD BE DESIGNED FOR EACH SPECIFIC JOB.
2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL, AS WELL AS THE DESIGN
AND SPECIFICATION OF TEMPORARY AND PERMANENT BRACING OF THE ROOF SYSTEM IS THE
RESPONSIBILITY OF THE BUILDING DESIGNER.
TYP. GABLE END TRUSS DETAIL
N. T. S.
4'
zo
�m
5' INCL.
�W
GROUT SOLID AT
C6
TOP OF CELL
PROVIDE 2x4 BLKG. BTWN. FLR.
SAWCUT APPROX.Di
ROOF EDGE ROOF O.H.
4"W.x24°H. OPENING
HURR. STRAP AT EA. TRUSS
IN WALL
ROOF TRUSSES OR 2x RAFTERS
NOTES:
(36
--DRILLED HOLE TO BE
-
CLEANED PRIOR TO
I
DISPENSING ADHESIVE
SEE ROOF PLANW/
--EPDXY ADHESIVE TO
AT 24° O.C.- CONNECT
HIGH STRENGTH TYPE
--REBAR DOWEL MUST
i
BE CLEAN AND OIL FREE
i
SAWCUT APPROX.
TRUSS
4"W.x24"H. OPENING
IN WALL
25" MIN. LAP
OF REBARS
12
Z E-
z o
m
Z w
in w
3 4" DIA. x 6" OP. HOLE
F R f BAR DOWEL SET IN
EPDX ADHESIVE
TOP OF BLK. WALL
�CONC. FILLED REINF.
TOP COURSE PER TYP.
WALL SECTION
25" MIN. LAP
OF REBARS
3000 PSI CONC.
FILLED CELL W/
#5 REBAR
SAWCUT 1" W. OPNG. IN
WALL FROM TOP TO
BOTTOM FOR FULL HT.
REBAR PLACEMENT INTO
CELL -FILL SOLID W/
GROUT
TOP OF SLAB
X3/4" DIA. x 6" OR HOLE
FDR 5 BAR DOWEL SET�IN
EPDX ADHESIVE
ADDED REINF. FILLED
BLOCK CELL DETAIL
2ND STY. SHOWER DETAIL
N.T.S.
P.T. WOOD FURRING OR WOOD
FRAME WALL ASSEMBLY
TILE WALL SYSTEM
COATED GLASS MAT WATER-RESISTANT
GYPSUM BACKER BOARD (1/2' DENS -GLASS)
SHOWER DRAIN FOR TILE SHOWER INSTALLATION
WHERE THE USE OF A SHOWER PAN LINER IS
NOT REQUIRED
MORTAR BED AT WALL
W/GALV. METAL LATH _
TILE FLOOR SYSTEM
MORTAR BED
MIN. THICKNESS 1-1/2'
MIN. SLOPE 1/4' PER FT.
1ST STY. SHOWER DETAIL
N.T.S.
LATERAL 8
NUMBER A
WEBS VARI
DESIGN Cc
SHOWER DOOR OR SHOWER
ENCLOSURE W/FRAME SET IN
FULL BED OF SILICONE
SEALANT - CENTER ON
MARBLE SILL & WALL BEYOND
IF PROVIDED
FLOOR TILE-�
i
MARBLE SILL
1/2'
MORTAR BED AT WALL
W/GALV. METAL LATH
SHOWER DRAIN RECEPTOR - TOP OF
DRAIN 2" MIN. BELOW F.F. LEVEL
SHEATHING OUTRIGGER
BL OCKING CUT TO FIT
TIGHT BErWEEN rRU55E5
5� �}—►ARIES E
5° +VARtE t
.`"; i
DIAGONAL BRACE
� i AS REQUIRED _ _
DESIGN ATTACHMENr
TO RESISr BOTH PUSHING S E CTI O N B -B
AND PULLING FORCES 'LATERAi '
I "/,BRACING BOTTOM CHORD
LATERAL BRACING
CEILING
DIAPHRAGM
—END WALL'
DIAGONAL BRACE MAY BE TIED INTO
BOTTOM CHORD LATERAL BRACING
STANDARD END DROPPED TOP CHORD END
SECTION A -A SECTION C -C
NOTES:
1) ACTUAL BRACING REQUIREMENTS WILL VARY DUE TO WIND LOAD, CODE CRITERIA, BUILDING HEIGHT,
TRUSS SPAN, WEB LUMBER GRADE/SPECIES/ON CENTER SPACING AND OTHER VARIABLES.
BRACING (AND ATTACHMENT) REQUIREMENTS SHOULD BE DESIGNED FOR EACH SPECIFIC JOB.
2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL, AS WELL AS THE DESIGN
AND SPECIFICATION OF TEMPORARY AND PERMANENT BRACING OF THE ROOF SYSTEM IS THE
RESPONSIBILITY OF THE BUILDING DESIGNER.
TYP. GABLE END TRUSS DETAIL
N. T. S.
4'
5' INCL.
U
ch w cfl
Lu
OF STRAP
C6
10 UJI Z F-
PROVIDE 2x4 BLKG. BTWN. FLR.
SIMPSON "MSTAM24" STRAP W/TRUSS-
ROOF EDGE ROOF O.H.
(5) 1 4"x2 1/4" MASONRY
HURR. STRAP AT EA. TRUSS
SCREWS/TO BLOCK WALL AND
ROOF TRUSSES OR 2x RAFTERS
(9)104 COMMONS TO FLR. TRUSS
(36
i;
-
2
C�
�
uj �
CD _-
SEE ROOF PLANW/
N Uj CDCONC.
AT 24° O.C.- CONNECT
FILLED REINF. TOP
- -
- - _
WALL SECTION
MISSED FLOOR
TRUSS
(2)164 MIN. COMMONS
\(jo
_J
8x8x16 CONC. KNOCKOUT BLK.
12
Z E-
TOE -NAILED TO TOP PLATE
Z w
Lo
TOP COURSE -FILL W/ CONC.
6
- -
- - - - - - - -
RIDGE
AND1-#5 BAR CONT.
'SP2" AT EA. STUD TO TOP PLATE
WOOD TRUSSES @ 24" O.C.
AT EXTERIOR WALLS (USE SPH4 AT
Al
- - - -
W/ 2'-0" O.N. OR 2x4x8 SISTER
INTERIOR WALLS)
I O
JP
w
4' OO O3
ROOF
EDGE
(SEE ROOF FRAMING PLAN
2x CONT.
FOR LOCATION)
STAGGERED
2
OALLS
O
I 3
I O 2
O
MID -WALL BLOCKING
2 I
2
2 IO
VER
B
_
_
DRIP EDGE OVER
MAX.) 4'-0"
KG. AT 4'-0" O.0
3
3
5' INCL.
TROOF
3/4" PRIME TRIM
1/2" GYPSUM BD.
R-38 INSULATION
2x STUDS AT 16" O.C. SEE
O.H.
"RINGSHANK"
FASCIA BOARD ON 2x
SUBFASCIA
2'-0"
WALL AND ROOF FRAMING NO
O1 ZONE 1 -USE 8d
NAILS @ 12" O.C. (FIELD) 6" O.C. (EDGE)
PRE-ENG'D. CONIC. LINTEL
FOR SPECIES
O ZONE 2 - USE 8d "RINGSHANK" NAILS @ 6" O.C. (FIELD/EDGE) ABV. TYP. WDW, AND DOOR OPNG'S.
O ZONE 3 -USE 8d "RINGSHANK" NAILS @ 4" O.C. (FIELD/EDGE) SEE PLANS FOR LOCATIONS AND TYPESCONT. ALUMINUM
RnnF Noir 1mr;