HomeMy WebLinkAbout2718, 2720, 2722, 2724, 2726, 2728, 2730 River Landing Dr (a)ABV.
AIC
ADJ.
AHU
ALT
AMP.
BD.
BLK
BLK'G
C.L.
CABT.
CLG.
CLR.
CONC.
CPT.
C.T.
C.J.
CMU
D.
DBL.
DIA.
DIN -I.
DISP.
DP.
D R.
D.S.
DTL.
D.W.
E.A.
E L EV.
ENG'D.
EQ.
EX H.
EXT.
F.G.
FIN.
FLP..
FLR'G
FLUOR.
FR. DR.
FTG.
Iu�
17
ABOVE
GA.
GAUGE
RM.
ROOM
AIR COMPRESSOR
G.F.I.
GROUND -FAULT CIRCUIT
R.O.
ROUGH OPENING
ADJUSTABLE
TOT L
INTERRUPTER
RIS
ROD AND SHELF
AIR HANDLER
GL.
GLASS
S.C.
SOLID CORE
ALTERNATE
GYP. BD.
GYPSUM BOARD
S.D.
SMOKE DETECTOR
AMPERAGE
H.C.
HOLLOW CORE
S.H.
SINGLE HUNG
BOARD
HDR.
HEADER
SH
SHELF
BLOCK
HT.
HEIGHT
SHTHG.
SHEATHING
BLOCKING
51
84
51
51
40
INSUL.
INSULATION
SHWR.
SHOWER
CENTER LINE
INT.
INTERIOR
SIM.
SIMILAR
CABINET
LAM.
LAMINATED
SGD.
SLIDING GLASS
CEILING
LAV.
LAVATORY
STD.
STANDARD
CLEAR
LUM.
LUMINOUS
TEMP.
TEMPERED GLASS
CONCRETE
M.C.
MEDICINE CABINET
THK.
THICK
CARPET
MFR.
MANUFACTURER
T.O.C.
TOP OF CURB
CERAMIC TILE
MIN.
MINIMUM
T.O.P.
TOP OF PLATE
CONTROL JOINT
MTD.
MOUNTED
T.O.S.
TOP OF SLAB
CONCRETE MASONRY
MTL.
METAL
TYP.
TYPICAL
UNIT
N.I.C.
NOT IN CONTRACTU.N.O.
UNLESS NOTED OTHERWISE
DRYER
N.T.S.
NOT TO SCALE
VP.
VAPOR PROOF
DOUBLE
O.C.
ON CENTER
W.
WASHER
DIAMETER
DIMENSION
P. L.
PROPERTY LINE
WI
WITH
DISPOSAL
P.B.
PUSH BUTTON
WD.
WOOD
PH,
PHONE
WDW.
WINDO,V
DEEP
PLYWD.
PLYWOOD
W/H
WATER HEATER
DOOR
PR.
PAIR
W.I.
WROUGHT IRON
DOWNSPOUT
PT
PRESSURE TREATED
VV.P.
WEATHER PROOF
DETAIL
DISHWASHER
R.
RISER
RAD.
RADIUS
EACH
RIA
RETURN ,AIR GRILL
ELEVATION
REF.
REFRIDGERATOR
ENGINEERED
REV.
REVERSE
EQUAL
EXHAUST
EXTERIOR
FIXED GLASS
FINISH
FLOOR,
FLOORING
FLUORESCENT
FRENCH DOOR
FOOTING
HOMES
�5UbufflVISION: RIVERVIEW -A
RVICE CORP. LOT #: RV 15 3- 159 153 S1
MODAL: RV 7 UNIT TH'' - E LEV-A
MISC. SHEET LIST
AREA
WINDOWS
CODE
DESCRIPTION
0016
SINGLE HUNG - BLOCK
0026
SINGLE HUNG - FRAME
0030
FIXED GLASS - FRAME
UNIT
TOT L
0021
SLIDING GLASS DOOR - BLOCK
734
734
1 VMFLG
VERTICAL - BLOCK
1 VMFIN
VERTICAL - FRAME
5284
DOORS
CODE
DESCRIPTION
901
SINGLErDOUBLE INSVVIN&,OUTSVtiVING
(2068, 2468, 2668, 2868, 6068)
901
8'x-' GARAGE DOOR
946
6385
MISC. SHEET LIST
AREA
BUILDING TYPE:
2 STORY TMNHOUSE
Sheet Title
TAB
UNAIT
UNBIT
UB
UNI
UBIT UBIT
3
UNIT
TOT L
1st STY. LIVING
834
734
734
680
734
734
834
5284
2nd STY, LIVING
946
9011
901
889
901
901
946
6385
TOTAL LIVING 1780
1635
1635
1569
1635
1635
1780
11669
ENTRY
40
51
51
84
51
51
40
368
GARAGE
238
230
230
236
230
230
238
1632
LANAI
41
NA
NA
NA
NA
NA
41
82
TOTAL U.R. 2099
1916
1916
1889
1916
1916
2099
13751
CODE SUIIYARY
APPLICABLE CODES
1. FLORIDA BUILDING CODE 2007 — RESIDENTIAL 2007 & 2008 SUPPLEMENTS
2. FLORIDA BUILDING CODE 2004 — BUILDING; CHAPTER 13 — ACCESSIBILITY
3. NATIONAL ELECTRICAL CODE, NEPA 70, 2007 EDITION
4. FLORIDA FIRE PREVENTION CODE — 2007 EDITION
BUILDING TYPE:
2 STORY TMNHOUSE
Sheet Title
0
CONSTRUCTION TYPE:
UNPROTECTED, UNSPRINKLED
1
Elevations
FIRE PROTECTION RATING REQUIRE IENTS:
Elevations Side -Rear
3
1st Floor Plan
REQUIRED
PROVIDED
1. PARTY AND FIRE WALLS
2 HR.
2 HR.
2. INTERIOR BEARING WALLS
0
0
3. INTERIOR NON BEARING PARTITIONS IPEP, 705.1.2
0
0
4. COLUMNS
0
0
5. BEAti15, GIRDERS, TRUSSES .AND ARCHES
0
0
6. FLOOR CEILING CONSTRUCTION
13
2nd Framing Plan
7. ROOF CEILING CONSTRUCTION
0
0
8. EXTERIOR BEARING WALLS
D2
Detail Sheet
HORIZONTAL SEPARATION: (PA RR,ALLEL 'HALLS)
Detail Sheet
0 ft. to 6 ft (0 % OPENINGS)
1 (0%)
N/A (0%)
OVER 5 1t
0
0
9. EXTERIOR NON BEARING 'HALLS
HORIZONTAL SEPARATION: (P,ARP,ALLEL "1V,ALLS)
0 ft. to 6 ft '0 % OPENINGS)
1 (O;o)
N/ (0%
OVER 6 ft
0
0
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
Crass Sections
6
1st Electrical Plan
7
2nd Electrical Plan
8
Foundation Plan
9
Plumbing
10
1st Block Plan
11
2nd Block Plan
12
1st Framing Plan
13
2nd Framing Plan
14
Separation Walls
D1
Detail Sheet
D2
Detail Sheet
D3
Detail Sheet
LAT_ST RT -VISION
PATE TO MASTER:
02-20-'12
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,MuN ROOF HEIGHT J,–
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'M.ALL DLATG �� —
2nd STY. FIN. FLR.
L
TOP OF 1ST STY.
BILK. WALL
F0,41 SOFFIT
BRACKET– EQ:
SPACED
TOP OF
+0'-0
(REF. ELEV.)
DECO
FOAM
SHUTTER
4 rO/4A inTP1A
�
PROD. i�ni.�,BEYO'NDa�nv
STONE
ELEVATION NOTES:
1. ALL RAISED AND SCORED BANDS SHALL BE SMOOTH SAND FINISH.
2. SCORED BAND REFERs TO FLUSH (NOT RAISED) BAND. SCRIBE LINE AT
BAND bVIDTH PER ELEVATION.
3. ALL RAISED BANDS SHALL BE FOAM OR STUCCO (PER PLAN).
4. CONTROL JOINTS SHOWN ADJACENT TO WINDCWS ON SIDE .AND REAR
ELEVATIONS SHALL BE 6" FROM EDGE OF WINDOW JAMBS.
r(lhhl KFIT
BRACKET #1
FOAM SOFFIT BRACKETS)
1/4" = 1'-0„
N
7/1C OSB SHEATHING
GABLE END TRUSS
OR FRAME WALL
71/3° CEMENT PLASTER
'9PAPER BACK LATH
AIR INFILTRATION BARRIER
(DESIGN STANDARD: TYVEK)
z
N
MID–WALL
WEEP SCREED-
1/2'
CREED1%2' MIN, CEMEIN 1
PLASTER
8" CMU WALL
lulak "Ll ........... Ill'
TOP OF BLOCK
PRINCETON >
J# PRINCETON
SARATOGA
PRINCETONPRINCETON
CONSTRUCTION TYPE:
UNPROTECTED, UNSPRINKLED
UNIT 441341
UNIT 411311
UNIT 44014
UNIT 411341
UNIT 111311
v BAND AT V
DOOR/VJDW.
DOOR/ WDW.
FOAM SOFFIT GABLE CORBEL
1,/4" = 1'-0"
PROJ.
3/T„
KEYSTONE
1/4" = 1'–O'
DHIVV HI
DOOR/WDW.
DHIVV HI
DOOR/WDW.
DOOR WDW.
Finan
DOOR/0W.
_ ,IEAN ROOF HEIGHT—
`
TOP OF 2ND STY.
MILL PLATE
2nd STY. FIN. FLR.
r
TOP OF IST STY.
BLK. WALL
_,,�TOP OF SLAB
+0 –0"
PROJ. BEYOND
STONE
DECO
FOAM
SHUTTER
FRONT ELEVATION -A-
1/4"
CODE SUMVARY
APPLICABLE CODES
1. FLORIDA BUILDING CODE 2007 – RESIDENTIAL 2007: 2008 SUPPLEMENTS
2. FLORIDA BUILDING CODE 2004 – BUILDING; CHAPTER, 13 – ACCESSIBILITY
3. NATIONAL ELECTRICAL CODE, NEPA 70, 2008 EDITION
4. FLORIDA FIRE PREVENTION CODE – 2007 EDITION
BUILDING TYPE:
2 STORY TO'NNHOUSE
o
}'
CONSTRUCTION TYPE:
UNPROTECTED, UNSPRINKLED
�i
FIRE PROTECTION RATING REQUIRDIENTS:
U CO
'
L
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
W
5. BEAMS, GIRDERS, IRUSSES .AND ARCHES
0
0
6. FLOOR/CEILING CONSTRUCTION
0
0
7. ROOF / CEILING CONSTRUCTION
0
0
8. EXTERIOR BEARING WALLS
HORIZONTAL SEPARATION: (PARR,ALLEL WALLS)
0 ft. to 6 ft (0 % OPENINGS)
1 (O -D)
NSA (0%)
OVER 6 ft
0
0
9. EXTERIOR NON BEARING WALLS
IW
HORIZONTAL SEPARATION: (PARRALLEL WALLS)
0 ft. to 6 ft '0 % OPENINGS)
1 (Or)
N/A (0%
OVER 6 1 t
0
0
LATEST REVISION
DATE TO MASTER:
02-2012
I
DO NOT SCALE PRINTS?
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ,ANY DISCREPENCIES
TO BE REPORTED TO Ni I
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1 ®f 14
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ONLY, ,ANY DISCREPENCIES
TO BE REPORTED TO Ni I
HOMES FOR CLARIFICATION!
1 ®f 14
M/1 ORLANDO
MEAN ROOF HEIGHT
TOP OF ?ND STY.
WALL PLATE
+18'-9 7/8"
2nd STY. FINN. FLR.
I.
TOP OF IST STY.
BILK. WALL
+9'-4"
TOP OF SLAB
LEXINGTON
TIT "A41
4' GALV. KIL. OFF -RIDGE VENT
=,.,�SQUAP,E HOOD
ROOF VENT
SLOPE 5:12
4'-0"
hJIN. TYP. ALL UNITS
TEXTURED WALL FINISH
PRINCETON
UNIT 111314
4'-0" 4'-0"
MIN. TYP. ALL UNITSMIN. 1(P. ALL UNITS
PRINCETON
UNIT 441341
4' GALV. hil OFF -RIDGE VENT
1' GALV. MI. OFF -RIDGE VENT+
SHINGLE ROOFING
8'W. SCORED LINE
4'-0" 4'-0"
MIN. TYP. ALL UNITS MIN. TYP. ALL UNITS
SLOPE 5:12
SHINGLE ROOFING
SAIRATOGA
UNIT11C1P
GALV. MTL. OFF -RIDGE VENT �®
4'-p" 11 4,-0"
MIN. TYP. ALL UNITS I 'I MIN. TYP. ,ALL UNITS
SLOPE 5:12
PRINCETON
UNIT 141311
GALV. ,Ml OFF -RIDGE VENT
4'-0" I, 4'-0'
MIN. TYP. ALL UNITS I MIN. TYP. ALL UNITS
SHINGLE ROOFING
PRINCETON
UNIT 11131
GALV. Ml. OFF -RIDGE VENT
4'-0„
MIN. TYP. ALL UNITS
LEXINGTON
UNIT ►►A'►
4' GALV. Ml OFF -RIDGE VENT
MI 'A I OM HEIGHT
— — — — — — — — ,ALONE SOFF1T - TYP.
— — — — — — — — — — 8"W, SCORED LINE
— — — — — — — — ,ALONG SOFFIT - T l'P.
TOP OF 2P1D STY.
— — — — — — — — — — — — —
— — '•4'ALL PLATE
---------------
--------------
8"1'i. SCORED
BAND AT
DOOR/va. 2'-G"
8"w, SCOPED
BAND AT
DOOR/mw.
TEXTURED WALL FINISH TEXTURED WALL FINISH TEXTURED 'UALL FINISH
1
3'14. SCORED i
BAND AT EE E
1� I Lil I
2nd STY. FIN. FUR,
-
— SQUARE HOOD
------------ --
—
— — — — — — — — — — — — — — — — — — — — — —
------—
--- ROOFOFVENT
VENT
C.J.
0. J. — --- ---J
TDP OF 1 QT QT`'
8"W. SCORED
BAND AT
DOOR/WDW.
TEXTURED WALL FINISH
8"W- SCORED /
BAND AT
DOORj'�4D4U.
-----------
7 _t
SIDE ELEVATION A - "LEXINGTON" UNIT -
1//,l"
IT
T
Ll. J. SLOPE 5,12 BLK. WALL
o
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TEX I QED WALL FINISH
-- — — — — — — — — — — — — — —- — —OSLAB
(REF. ELEV.)
REAR ELEVATION11-01,
Vdll
SIDE ELEVATION A - "LEXINGTON" UNIT,
LATEST REVISION
o
02-20-12
'
co
ro
U
Lu
PRINCETON
UNIT 111314
4'-0" 4'-0"
MIN. TYP. ALL UNITSMIN. 1(P. ALL UNITS
PRINCETON
UNIT 441341
4' GALV. hil OFF -RIDGE VENT
1' GALV. MI. OFF -RIDGE VENT+
SHINGLE ROOFING
8'W. SCORED LINE
4'-0" 4'-0"
MIN. TYP. ALL UNITS MIN. TYP. ALL UNITS
SLOPE 5:12
SHINGLE ROOFING
SAIRATOGA
UNIT11C1P
GALV. MTL. OFF -RIDGE VENT �®
4'-p" 11 4,-0"
MIN. TYP. ALL UNITS I 'I MIN. TYP. ,ALL UNITS
SLOPE 5:12
PRINCETON
UNIT 141311
GALV. ,Ml OFF -RIDGE VENT
4'-0" I, 4'-0'
MIN. TYP. ALL UNITS I MIN. TYP. ALL UNITS
SHINGLE ROOFING
PRINCETON
UNIT 11131
GALV. Ml. OFF -RIDGE VENT
4'-0„
MIN. TYP. ALL UNITS
LEXINGTON
UNIT ►►A'►
4' GALV. Ml OFF -RIDGE VENT
MI 'A I OM HEIGHT
— — — — — — — — ,ALONE SOFF1T - TYP.
— — — — — — — — — — 8"W, SCORED LINE
— — — — — — — — ,ALONG SOFFIT - T l'P.
TOP OF 2P1D STY.
— — — — — — — — — — — — —
— — '•4'ALL PLATE
---------------
--------------
8"1'i. SCORED
BAND AT
DOOR/va. 2'-G"
8"w, SCOPED
BAND AT
DOOR/mw.
TEXTURED WALL FINISH TEXTURED WALL FINISH TEXTURED 'UALL FINISH
1
3'14. SCORED i
BAND AT EE E
1� I Lil I
2nd STY. FIN. FUR,
-
— SQUARE HOOD
------------ --
—
— — — — — — — — — — — — — — — — — — — — — —
------—
--- ROOFOFVENT
VENT
C.J.
0. J. — --- ---J
TDP OF 1 QT QT`'
8"W. SCORED
BAND AT
DOOR/WDW.
TEXTURED WALL FINISH
8"W- SCORED /
BAND AT
DOORj'�4D4U.
-----------
7 _t
SIDE ELEVATION A - "LEXINGTON" UNIT -
1//,l"
IT
T
Ll. J. SLOPE 5,12 BLK. WALL
o
co S
TEX I QED WALL FINISH
-- — — — — — — — — — — — — — —- — —OSLAB
(REF. ELEV.)
REAR ELEVATION11-01,
Vdll
SIDE ELEVATION A - "LEXINGTON" UNIT,
LATEST REVISION
DATE TO MASTER:
02-20-12
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A
A �
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TO BE REPORTED TO M/l
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A
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UNIT "B" UNIT "B"
20 DRYWA
SHE
NICHE
DETAIL
UNITS 'B" / "C" / "D"
36718x63
WIDTH x HEIGHT
(IN INCHES)
'1 st STS' FLOOR PLAN VOTES:
1. ALL INTERIOR FRAME WALL ,ARE DRAWN AND DIMENSIONED TO BE 3 1/Z'MDE UNLESS OTHERWISE NOTED.
2. ALL EXTERIOR BLOCK ARE SHOWN AND DIMENSIONED TO BE 7 5/8' VME 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 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. M 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 FIRE CAULKING ON ALL ELECTRI CAL,PLU M BING 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.
X.;( - INDI
13. CATES WIND PRESSURE IN P.S.F. FOR ViINDOW OPENING.
14. "FLR'G LINE" - 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:
02-20-12
2E =
(D 0
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TAB
UNIT
A
UNIT
UNIT
UNIT
UNIT
UNIT U
AIT
AREA
TO
TOTAL
1st STY. LIVING
�
0
834
734
734
680
734
734
834
5284
2nd STY. LIVING
®<
946
901
901
889
901
901
946
6385
TOTAL LIVING
1780
1635
1635
1569
1635
1635
1780
11669
ENTRY
40
51
51
84
51
51
40
368
GARAGE
238
230
230
236
230
230
238
1632
LANAI
41
NANA
NA
N,A
NA
41
82
TOTAL U.R.
2099
1916
1916
1889
1916
1916
2099
13751
'1 st STS' FLOOR PLAN VOTES:
1. ALL INTERIOR FRAME WALL ,ARE DRAWN AND DIMENSIONED TO BE 3 1/Z'MDE UNLESS OTHERWISE NOTED.
2. ALL EXTERIOR BLOCK ARE SHOWN AND DIMENSIONED TO BE 7 5/8' VME 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 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. M 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 FIRE CAULKING ON ALL ELECTRI CAL,PLU M BING 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.
X.;( - INDI
13. CATES WIND PRESSURE IN P.S.F. FOR ViINDOW OPENING.
14. "FLR'G LINE" - 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:
02-20-12
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BOLT INSTALLATION NOTES:
PLUMB'G
STACK
24° VOID
WASHER
BOX
PLACE DBL.""' — DBL. WALL
STUD ADJ. TO/ STUD
'0NT PIPE
S T U U S'PA C I N G"'
DETAILL'a)WASHER
�V 1" RND. WASHER
IA. DRIEEED '
CLEANED HOLE (4' IiVIIN. EMBED INTO CMU WALL)
3" MIN. EDGE DISTANCE
BOLTS SHALL NOT BE INSTALLED IN A HORIZONTAL LINE ON OPPOSITE SIDES OF SEPARATION
VNALL - STAGGER 4" VERTICALLY FROM BOLT ON OPPOSITE SIDE OF WALL
TYP. CMU TO FRAME WALL DETAIL AT SEPARATION WALL
SCALE: 3"=1'-0'
1 '1
I
36 7/3 x 63
VVIDTH x HEIGHT
(1N INCHES)
FALL LEGEND.
® INDICATES 2x4 BEARING WALL W/ QUICK TIE SYSTEMHOLDD0441dS FROM TOP OF IST
STORY BLOCK WALL TO SECOND STORY TOP PLATE. SEE SHEET 11 FOR ADD'L.
INFORMATION
INDICATES 2x4 BEARING WALL ABOWE LAM. BEAM. PROVIDE STRAPPING PER DETAIL
#5 ON SH T. 12
INDICATES 2—HR. FIRE SEPARATION WALL BMN. UNITS. SEPARATION INALL
CONTINUOUS FROM TOP OF FIRST STORY SLAB TO UNDERSIDE OF SECOND STORY
ROOF DEC,,INC. NO ELECTRICAL, PLUMBING, MECHANICAL, OR OTHER BLDG. SERVICE
SHALL BE YdTHIN OR PENETRATE THE SEPARATION WALL. REFER TO SEPARATION
','TALL DETAIL(s) FOR ADDITIONAL INFORMATION.
AREA
TAB
SECOND STORY PLAN NOTES:
1. DRYER !FENT 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. HARZAROOUS GLAZING LOCATION, INSTALL TEMPERED
GLASS IN ,ALL SHOWER ENCLOSURES AND/OR WINDOWS.
5, DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM
CALCULATED D11MENSIONS ONLY, ANY DISCREPENCIES
TO BE REPORTED TO �iM/I HOtdES 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:
02-20-12
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UNIT
[�
OBIT
UNIT
UNIT
UNIT
UNIT
TOTAL
1st STY. LIVING
3341
734
734
680
734
834
4550
2nd STY, LIVING
945 1
901
901
889
901
946
5484
TOTAL LIVING 1780
1635
1535
1569
1635
1780
10034
ENTRY
40
51
51
84
51
40
317
GARAGE
238
230
230 1
236
230
238
1402
LANAI
411NA
NA I
NA
NAI
41
82
TOTAL U.R. 2099 1
1916
1916
1889
1916
2099
11835
(DC/)jU)
SECOND STORY PLAN NOTES:
1. DRYER !FENT 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. HARZAROOUS GLAZING LOCATION, INSTALL TEMPERED
GLASS IN ,ALL SHOWER ENCLOSURES AND/OR WINDOWS.
5, DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM
CALCULATED D11MENSIONS ONLY, ANY DISCREPENCIES
TO BE REPORTED TO �iM/I HOtdES 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:
02-20-12
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4 Of 14
M/1 ORLANDO
HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR
THE FULL LENGTH OF THE FLIGHT, FROM A POINT
DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A
POINT DIRECTLY ABOVE THE LOWEST RISER OF THE
FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL
TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS.
HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE
OF NOT LESS THAN 1-1/2" (38MM) BETWEEN THE WALL AND
THE HANDRAILS
FACE OF STUD WALL
KNEE WALL -
TOP AT 42
2'-3'
(3) TREADS @ T EA.
SECTION THRIJUPPER S"TAIR UNIT "Al"l
SEE SECTION / DETAIL SHTS. FOR .ADD'L. INFORMATION
3/4' PLYIND, ON
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AT TREADS
PER PLAN
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SEE SECTION / DETAIL SHTS. FOR ADD'L. INFORMATION
3,14" PLY�qL. ON
2x8 JOISTS 3'_6 1/4"
AT LANDING
(4) 7 9/16" RISERS
BEYOND
TOP OF LANDING
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3'-2°
1 1/2" DIAMETER CONT.
HANDRAIL
TYPICAL SECTION AT HANDRAIL
BALUSTER SPACING MUST REJECT 4" DIA, SPHERE
UP TO HEIGHT OF 34"- BOTTOM RAIL OR CURB
MUST REJECT 2" DIA, SPHERE
STAIR TREAD AND RISER CALCULATION
(2) RISERS + (1) TREAD = 24" (MIN,) TO 25" (MAX.)
REFER TO FLOOR PLAIN FOR NUMBER OF TREADS AND RISERS
HANDRAIL WITH CIRCULAR CROSS
SECTION DIVIETER BTWN. "1 1/2"
TO 2", OR PROVIDE CROSS SECTION
OF EQUIVALENT GRASPABILITY
PE RFOR,,IANCE
NOTE: PICKETS SHALL BE PLACED NO
GREATER THAN 4" O.C.
TOTAL STAIR RUN
I,IUwI TREAD RIOT INCLUDING NOSING-)=
- 2x8 BLOCKING BEHIND HANDRAIL
TOP AT 39° ABOVE EDGE OF TREAD
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SCALE: N.T.S.
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IMAX. OR EQUIVALENT
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02-20-12
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3'-2°
1 1/2" DIAMETER CONT.
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TYPICAL SECTION AT HANDRAIL
BALUSTER SPACING MUST REJECT 4" DIA, SPHERE
UP TO HEIGHT OF 34"- BOTTOM RAIL OR CURB
MUST REJECT 2" DIA, SPHERE
STAIR TREAD AND RISER CALCULATION
(2) RISERS + (1) TREAD = 24" (MIN,) TO 25" (MAX.)
REFER TO FLOOR PLAIN FOR NUMBER OF TREADS AND RISERS
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SECTION DIVIETER BTWN. "1 1/2"
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SCALE: N.T.S.
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LATEST REVISION
DATE TO MASTER:
02-20-12
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ELECTRICAL LEGEND
-b9
I STANDARD SWITCH
3 W4 SWITCH
4 INAY SldViTCH
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1st STY. ELECTRICAL PLAN
1. ELECTRICAL LAYOUT SHOVN 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 MTC.
J. ALL RECEPTACLE OUTLETS SHALL BE PROTECTED BY ,ARC -FAULT CIRCUIT
INTERRUPTER(S) AND SHALL "TAM PER- RESISTANT" PROTECTION DEVICE.
4. ALL GARAGE OUTLETS SHALL BE G.F.I.
5. ALL SIMOKE DETECTORS SHALL BE HARD WIRED & EQUIPPED W/ BATTERY
BACK-UP & WIRED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM
WILL ACTUATE ALL .ALARMS.
5. CARBON MONOXIDE ALARMS SHALL BE INSTALLED WITHIN 10'-0" OF EACH
DESIGNATED BEDROOM.
7. ALL EXHAUST FANS SHALL BE VENTED TO THE EXTERIOR.
8. ALL RECEPTACLES IN DAMP AND WET LOCATIONS SHALL BE WEATHER
RESISTANT TYPE DEVICES.
9. ALL GARAGE SET W.H. SHALL HAVE PROTECTIVE POST, AS REQ'D.
LATEST REVISION
DATE TO MASTER:
02-20-12
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1
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ELECTRICAL LEGEND
STANDARD SWITCH
-
3 WAY SWITCH
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PUSH BUTTON
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FLOOD LIGHT
Q 1x4
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ELECTRICAL NOTES:
1. ELECTRICAL LAYOUT SHOWN IS SCHEMATIC. ELECTRICAL CONTRACTOR SHALL
VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET ALL APPLICABLE LOCAL,
STATE AND 2008 NEC.
2. .ALL FAN, PHONE .AND T.V. PREWIRE LOCATIONS SHALL BE DETERMINED &
VERIFIED AT PRE -CON MTG,
3. ALL RECEPTACLE OUTLETS SHALL BE PROTECTED BY ARC -FAULT CIRCUIT
INTERRUPTER(S) AND SHALL "TAMPER-RESISTANT" PROTECTION DEVICE.
4. ALL GARAGE OUTLETS SHALL BE G.F.I.
5. ,ALL SMOKE DETECTORS SHALL BE HARD WIRED & EQUIPPED W/ BATTERY
BACK-UP & WIRED IN SUCH .A MANNER THAT ACTUATION OF ONE ALARM
WILL ,ACTUATE ALL ALARMS.
6. CARBON )MONOXIDE ALARMS SHALL BE INSTALLED WITHIN 10'-0" OF EACH
DESIGNATED BEDROOM.
7. ALL EXHAUST FANS SHALL BE VENTED TO THE EXTERIOR.
8. ALL RECEPTACLES IN DAMP AND WET LOCATIONS SHALL BE WEATHER
RESISTANT TYPE DEVICES.
O. ALL GARAGE SET W.H. SHALL HAVE PROTECTIVE POST, AS REQ'D.
2nd STY. ELECTRICAL PLAN
11
LATEST REVISION
DATE TO FASTER:
02-20-12
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FIN.
ro 4, Ur,AL
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2-#5 BARS
CONT. ON
CHAIRS
7P,1 -STY,
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BRG. WALL
O ® 0
BARS
CONT. ON
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INT, FRAME BRG,
WALL FTG,
FIN. VARIES
`o 4' u. A L `o LANAI SLAB
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PAVERS
3-#5 BARS 3-#5 BARS
1'-10° CDNT.ON 1'-1O' CONT. ON
CHAIRS CHAIRS
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SLAB EDGE
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STATED ON PLANS
VARIES J`�V�ARI`S
3-#5 BARS
CONT. ON
CHAIRS
RAISED CURB FTG,
AT GARAGE EXT,
BALLS
SLOPE
1 #5 CONT.
u"
PATIO/ENTRY
SLAB EDGE
7 1/2- CURB
VARIES VARIES
#5 BAR
Y 7 -. AT 24" O.C.
4-#5 BARS
2' -
Ci, CONT. ON CHAIRS
r3A RAISED CURB FTG,
BTN, GARAGE
INT, WALLS
VARIES
C:J
1' -On 1 #5 CONT.
s INT, NON-BRG, SLAB
� STEP DN, FTG.
UNIT 111311 LINT "B"
INA»ry
4" 3-#55 BARS
®- CONT. ON
CHAIRS
INIT, BLK, WALL FTG, AT SLAB
STEP DN, BTN, GARAGE &
ADJ, UNIT INTERIOR WALLS
VARIES
BRG. '''CALL
® 3-#5 BARS
CONT. ON
CHAIRS
INIT. BRG, WALL FTG,
AT SLAB STEP DNI,
TYPICAL EDGE
AU7
SLEEVE (DIA. LARGER THAN PIPE)
TYP, PIPE THRU FTG,
DETAIL AS REN,
5° CMU Eh,1 MONO
WALL BAR DO SEST
L MONO STEM
DN �T EA. REINF. EXTEND STEM WALL FTG.
GRADE FILLED CELL DEPTH OF REBAR 2'-1" INTO MONOLITHIC
MONOLITHIC SLAB SLAB EDGE
z #5 BAR! EDGE TO MATCH
BOT. OF STEM WALL
AT 24° QC. p FTC.
STOP OF FTG. Ln
4-#5 BARS 1'2" A. F. F. z
2'-0" CONT. ON CHAIRS 5.
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g 4 CONT. CONC. FTG. REBARS
W G01` T. 2' -On FTG.
INT, SEPARATIONI Svrl STEL WALL DETAIL � STEL WALL FTG, TO MONO
FALLS AT ENTRY SLAB EDGE TRANSITION
vI IV I n
PAVERS ON
SOIL CEMENT/
SAND BASE
FIN.
CP,ADE�
BRICK PAVER DETAIL
SLAB PLAN
1 /4� = l'-0"
FOUN-RATION NOTES:
1. INDICATES FILLED CELL W/ 3,000 PSI GROUT W/ 1-#5 REBAR
UNLESS NOTED OTHERINISE.
2. DO NOT SCALE PRINTS! CONSTRUCT FROM 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 RE1'ISION
DATE TO MASTER:
02-20-12
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I
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PLUMBING & UNDERGROUND PLAN
1 /4" = 1'—O
INDICATES MIN, 2—HR. FIRE SEPARATION WALL BTAN. 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.
LATEST REVISION
DATE TO MASTER:
02-20-12
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IIS/I ORLANDO
UNIT 11811 UNIT "B"
LINTEL NOTES:
1. REFER TO PLAN(S) FOR BOTTOM OF LINTEL HEIGHTS.
2. CONCRETE IN LINTEL SECTIONS SHALL BE 3000 PSI 5- 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/ 1-0 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 RLL
' CONC. 1-#5 : +'
(MIN. 6-1/2" BRG. ON ENDS)
8'H, RECESSED PRECAST - J
01U" LINTEL -UNFILLED W/ i-#5
(MIN. 6-1/2" BRG. ON ENDS) O1R
8"H. KNOCKOUT CMU TOP
+" COURSE FILL W/ CONC. & 1-#�5
FELT PAPER, OR SCREEN
ctH
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UNFILLED CMU COURSE(S) N
8"H. PRECAST "U" LINTEL -
UNFILLED
(MIN. 4" BRG.ON ENDS)
8'H. RECESSED PRECAST L
U" LINTEL -UNFILLED
0/ (MIN. 4" EIRG. ON ENDS) 2R
8"H. KNOCKOUT CMU TOP
COURSE FILL W1 CONC. & 1-95 - -
8'H. PRECAST OR PRESTRESSED
U' LINTEL -FILL W/ CONIC. & 1-#5 °a
(MIN. 6-1/2' BRG. ON ENDS)
8"H. RECESSED PRECAST L- - - - J
°U" LINTEL -FILL W/ CONIC. & 1-#5
3 (MIN. 6-112" BRG. ON ENDS) O3R
0 8'H. KNOCKOUT CIU TOP. `
CCt1RSE FILL W/ CONC. & 1-#5 -
CNIU COURSE(S) FILL '
0 W/ CONC. o
8'H. PRECAST OR PRESTRESSED
uiU" LINTEL -RLL W/ CONIC. & 1-#5
(MIN. 6-1/2" BRG. ON ENDS)
8'H. RECESSED PRECAST L - _ - - J
"U" LINTEL -RLL WI CONIC. & 1-15
( 4 ) (MIN. 6-1/2" BERG. ON ENDS) O4R
8°H. KNOCKOUT CMU TOP
COURSE FILL W/ CONC, & 1-#5
#3 STIRRUPS&
ACI 180' HO
16" D.C.
` 8"H. PRECAST OR PRESTRESSED
U" LINTEL -FILL W/ CONC. & 1-#5
CD
(MIN. 6-1,12" BRG. ON ENDS)
4"H. CMU FILL W,/ CONC.
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W/ CONC. 1-#5
(MIN. 6-1/2" BRG. ON ENDS)
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1st STY. MASONRY PLAN
LATEST REVISION
DATE TO MASTER:
02-20-12
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1'0 of 14
M11 ORLANDO
• I• I I L-+ V 1 141 1 1-1
LINTEL MOTES:
1. REFER TO PLAN(S) FOR BOTTOM OF LINTEL HEIGHTS.
2. CONCRETE IN LINTEL SECTIONS SHALL BE 3000 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 IN,/ 1-J5 BAR IN 'U" LINTELS IS ,ACCEPTABLE
BUT NOT REQUIRED FOR LINTEL SECTIONS #2 AND #2R.
LINTEL SECTIONS:
--8°H. PRECAST 'U" LINTEL
i CN TOP COURSE FILL
'N/ CONC. 1-#5
(hilN.
5-1/2' BRC ON ENDS)
8"H. RECESSED PRECAST - J
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(MIN. 5-1/2' BRG. ON ENDS) OIR
8"H. KNOCKOUT CMU TOP
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FELT PAPER OR SCREEN
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-
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3"H. PRECAST 0R PRESTRESSED
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S'H. RECESSED PRECAST
U" LINTEL -FILL `i/ CONC. 2, 1-75
(?.{L`I. 5-1/2" BRG. ON ENDS) 04P,
LATEST REVISION
DATE TO MASTER:
02-20-12
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LATEST REVISION
DATE TO MASTER:
02-20-12
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4'H. D},U FILL W/ CONC.
8"H. PRECAST "U' LINTEL
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4'H. D},U FILL W/ CONC.
8"H. PRECAST "U' LINTEL
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PRE-ENGINEERED ROOF
TRUSS OR CONV.
FRAI,,+ED PAF IEP ,.
SIIaPSON "HETA2D"
STRAP AT EA. TRUSS
NAILS PER SCHEDULE
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"HETA20" STRAP
N.AILNG SCHEDULE
UPLIFT
VALUE
OF NAILS
"REQUIRED
14110
91104 1 1 2'
1200
(6)10d x 1-1/2"
S'IC10
(4)10d x 1-1
CMU 'iYA.LL
TYPICAL TRUSS TO
BLOCK WALL CONNECTION
\ 2 * UNLESS +OTHER+MISE NCTED ON THE PLAN
UPLIFT `._OAD P,EQUIREIIENTS OBTAINED FROM SEALED
ENGINEERING DRAWINGS FR AL4 TRUSS MANUF.
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AT 24' O.. MAX.-
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FILL ALL NAIL HOLES
FACE OF BLK. WALL,
TYPICAL FLR TRUSS / BEAM
+2 PERPENDICULAR TO CMU WALL
�12 UPLIFT STRAP
CONNECTION
UNLESS CT_HER'OdSE NOTED O��l THE °LOAN
2 cr 3 Pi'f 15 JP.
A. T
GIRDER -RUBS
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OR
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TRUSSES PER L ,N� d1NEUT EA. E!1C B CuNPJEC EA. .�?RJER vJ (2)IL
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16" D°. LAI4. BEAM PER PLAN
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15�OF BLOCK,
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j %4° Ij.C. I;1A;i. -PROVIDE SO:; ID 2x4 BRACING BTWN,
4" DIMENSION TO STRAP VERT. BLKG. BTWN. TRUSS TOP "- BO-. FLR. TRUSSES
FROI,i FACE OF BLK. )ALL- CHORDS FOR NAILIN ; FILL ALL NA
HOLES
31.PERIMETER MALL DETAIL
,12 TRUSSES PARRALLEL TO WALL
CMU SEPARATION
WALL BTWN. UNITS
CONNECTOR, VARIES -SEE
PLAN FOR INFORMATION-/
2
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UPLIFT STRAP CONNECTION
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i
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-
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4" DIMENSION TO
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U
SOLID 2x4 VERT. BLKG. BT0N. TRUSS TOP
STRAP FROM FACE
.E BOT CHORDS FOR ,JAILING
OF BLK. WALL
FILL ALL NAIL HOLES
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PARALLEL TO CMU WALL
UPLIFT STRAP CONNECTION
UNLESS OTHER'J+ISE NOTED ON THE PLA,',]
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FILL ALL MAIL MOLES
5 FLR, TRUSS TO CMU MALL
12 STRAP CONNECTION
MID SPAN BEARING CONDITION
3 PLY 16" DP.
FLAT GIRDER TRUSS
SIMFSOil GT3-SDS2.5" W;'
,21Ed SINKERS TO CDLIL!VN
('2) SDS 1/4'x? 1 2"
SCREWS TO GIRD`P `
.5'x6 LVI
CC;LLIIiN �
SIMFSCN 'h -T]"
HCI_DDi'UN
THREADFD ROD TO
SLA -SET IN EFAX'i' FILLEC
W/ 5' ITN. EI,IBEJ
FI_L• A -L PIAIL -IDLES
GIRDER TRUSS TO
. COLUMN TO SLAB CONNECTION
LVL BEAM OPGIRDER
TRUSS
PER PLAN
CONC_ BLOCK WALL
SIIfPSO�I "HT16° 1IOLDDA+,Vr!
qui 5 'S' THREADED ROD TO
BLK. 1NALL SET IN =P X' FILLED
HOLE W/ 5" MIN. EUBED
FILL ALL NAIL HOLES
BEAM GIRDER TRUSS.
TO CMU MALL
STRAP CONNECTION
16" DP. FLAT GI?DER TRUSS
OR 16" DP. F_CCR TRUSS
PROVDE YID, S�IMS AS
RF
LOR D. TCS FILL GAP 3PNN,
HA CEP AND TRUSS
SIIPSCN H_I46" HANGER Y;/
61 1aJ MAILS TO PUSS
.,Ui` C. ELOCK
'TALL
COMiNll T HANGER TO
L .0 ',VALL `Nii
d ScP,_a`,'S
Q TRUSS TO CMU WALL
12 HANGER CONNECTION
Lw_ jLl ■]
DP. FLAT GIRDER TF'UcS
OR 16° DP. FLOOR TRUSS
FRO',I)E WD SHIMS AS
RE 1 0 FILL GAP ETWN.
HAUCEP nllD IRUIS
11" SOIL Hl^6 OR HU2'6);'
HAN__R W,"(6) `Od NAILS_;
TO 7RJSS
-CONC. BLOCK
"hALL
' CI%AECT HANGER TO
CHL V ALL W
i12) 1 15:'2 4" S:OPSON
TITEN SCREd+'S
TRUSS TO CMU WALL
12 HANGER CONNECTION
MJ:LltENEFt
1/4" = 1'-0"
FRAMING PLAN NOTES:
1. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER HIB91. ,AN'( 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�,�2 SYP OP, BETTER 2x4 BLKG..AT 4S" O.C. BTWN. TRUSS BOT. CHORDS
W1 (2)-15d 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 BRIG. 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,T T
TOILET, OR FLOOR FITTING.
9. PROVIDE AC DUCT RUN THRU FLOOR TRUSSES - MAXIMIZE OPENING AT CENTER OF SPAN
1O.PROUIDE 2x12 LEDGER (BOTTOM AT TRUSS BRO. HT.) W/ (10) 10d NAILS AT EA. VERT. STUD.
11. PROVIDE 20 LEDGER AS REO'D. FOR FLOOR DECK NAILING.
12.ALL GIRDERS SHOWN SINGLE PLY. FOR CLARITY - SEE TRUSS ENGINEERING FOR REQUIRED NUMBER
OF PLIES.
DESIGN LOADS:
LIVE - 24 PSF
DEAD - 17 PSF. (T.C. - 7 PSF.), (B.C. - 10 PSF.)
BOTTOM CHORD NON -CONCURRENT LNE LOAD - 10 PSF.
WIND SPEED - 120 MPH./3 SEC. GUST
EXPOSUP,E CATEGORY - "C" - ENCLOSED BUILDING TYPE.
FLOOR LOADS:
LIVE - 40 PSF.
DEAD - 15 PSF (T.C. - 10 PSF.), (B.C. 5 PSF.)
LATEST REVISION
DATE TO MASTER:
02-20-12
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INDICATES AREA WITH 7/161 FIRE RETARDANT TREATED INDICATES AREA WITH 7110" FIRE RETARDANT TREATED
MOOD ROOF SHEATHING- MOOD ROOF SHEATHING-
'-0MINIMUM EA, SIDE OF SEPARATION WALL 4'-0"MINIMUM EA, SIDE OF SEPARATION,AL
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1'4" DC SPACING l
1'4' DC SPACING �° 0^ SPACING N
CENTERED ON ,` CENTERED ON 1'— • SI A� II I� 1'—?'� OC SPACING �'
SEPARATION '♦VALE � SEPARATION WALL CENTERED ON 1'— OC SPACING 1 CENTERED ON
r SEPARATION HALL CENTERED D11 CENTERED ON
SEPARATION WALL SEPARATION WALL SEPARATION WALL
1
1-9" 2'-0" 2'—D" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0n 2'-0" 2'-0" 1'-2" 2'-0" 2'-0" 2'—D" 2'-0" 2'-0" 2'-0" 2'-0' 2'-0" 2'-0" 2'—D" 1'-2" 2'-0" 2'—D' —0" 2'-0" 2> 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 1'-2" 2'—D" 2'-0" 2'—D" 2'-0" �'-0" / 2'-0" ?'—D° 2'—D" 2'-0" 2'-0" 1'-2" 2'—D" 2'-0" 2'-0" 2'-0" 2'-0" �'-0" '-0" 2'-0' 2'—O" 2'-0" 1'-2" 2'-0" 2'-0° 2'-0' —0" 2'—D" 2'-0" 2'—D" 2'-0" —
2
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fl _FUSSES ON B-OCK wiALL ARE CUT
BACK 4" FRIM EDGE T011R) FIRE
L) v — — — — u y
-------------------J�
I- ----- ---�
L-------------- I
LEXINGTON
UNIT "All
I�RINCETON
UNIT 111311
E�5 2
^ I
i E �r
i
L L -
R ( 7
1 IL
I
4
f CJ_
I
I
V/1 I ;
jFUSSES ON BLOCK :'ALL ARE .C�T
TRUSSES ❑"J BLOCK JAo91R� 'JT �' \ ti BPCK ?" ER❑'"1 EDGE L❑R SIRE
BACK 4„ FR:�',,1 E GE R F'_RIE J T❑�
I!
STEP I TRUSSES' �N BLOCK WALL ARE CUT BACKI 4 I
L--- l FR❑NI E E O ❑R 1RE ST❑P i 1
---------------
L- - - - - - - - - - - - - - -
- - - - - - - - - - - - - --�=--------------�
PRINCETON
UNIT 111311
SARATOGA
UNIT11 III
P R 1 NCETON
DOUBLE K.O. °LOCKS
WI/ (1) #5'P EA. COURSE
(8) �8" �. 4" T17 EN HD
\ i`8) 1/4" x '2 1 i'2"SCS SCRE',AS
GIRDER
SID,IPSON LGU I -i0 HANGER
#7 GIRDER TRUSS
r
CCNINECTION DFTAII
UNIT 111311
SliVPSON "H-10" TIE AT EA. TRUSS—
EI_L ALL HOLES WTH 8d x 1 L2" NAILS
"H-10" STRAP FOR UPLFTS UP TD 850 LBS.
{2. +TS12" STRAPS FOR UPLIFTS BTWN. 860 AND 1720 LBS.
ADD'L. STRAP TO BE
NSTALL_C ON OPPO'S'-E
SDE OF TRUSS
FRE—ENGINEERED ROOF
TRUSS OR CON\,.
FR.A6,IED RAFTER
CONT. DBL. 7 FRAh,IE BEARING ''TALL,
2,s DP PLATE J BEA�,I, OR 'GIRDER TRLiSS
TYPICAL TRUSS TO FRAME WALL,
BEAM, OR FLAT GIRDER TRUSS
UPLIFT STRAP CONNECTION
k UNLESS OTHERINFE NOTED ON THE PLAIN
SEE T"FICAL MALL SECTION FDF' PLATE TO ST! D CONNEC71DIN
' UPLIET LOAD REOUIPE 1ENTS OBTAINED TRD,'I SEALED
NGAIEERING DRAWINGS -_ROP -R'JSS Iv'ANU
i
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11
-
- --- — -- — -- — -- -- -- — L
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TRUSSES LN 3L❑CK V/ALL ARE CUT
BACK 14 FREE EDGE FCR FIRE
I � — — —STOP
---------
------------
--
I - - - - -J
PRINCETON
UNIT 111311
LEXINGTON
UNIT "A11
Roof Girder Connector Schedule I
1/4" = 1'—O"
FRAMING PLAN NOTES:
1. PER,%1ANENT OR TEMPORARY BRACING OF TRUSSES SHALL BE PEP, HIB91. ANY ADDITIONAL TRUSS
BRACING REQUIRED SHALL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS
DIAGRAMS.
2. ALL TRUSS TO TRUSS CONNECTORS SHALL BE THE RESPONSIBILITY OF TRUSS MANUFACTURER.
3. ® INDICATES #2 OR BETTER 2x4 BLK'G..AT 48" O.C. BTWN. TRUSS BOT. CHORDS IN/
(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 SHALL BE 12" UNLESS NOTED OTHERWISE ON FRAMING PLAN OR ELEVATIONS.
5. PROVIDE KIIN. (2)-10d TOE -NAILED CONAIONS AT EA. TRUSS BEARING BOTTOM CHORD TO TOP
PLATE AT .ALL FRAVE BRG. WALLS. (ADDS 150 LBS UPLIFT CAPACITY TO STRAP CAPACITY)
6. BEARING WALL SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT CONNECTORS REQ'D.)
7. FLOOR TRUSS WITH TOP CHORD BEARING CONDITION ON GIRDER TRUSS OR BEAM.
8. 1ST STY. OR 2ND STY. PLUMBING WALL OR TOILET FLOOR FITTING.
9. PROVIDE AC DUCT RUN THRU FLOOR TRUSSES - MAXIMIZE OPENING AT CENTER OF SPAM
10. PROVIDE 2x12 LEDGER (BOTTOM AT TRUSS BRG. HT.) Wj (10) 10d NAILS AT EA. VERT. STUD.
11. PROVIDE 2x4 LEDGER AS REQ'D. FOR FLOOR DECK NAILING.
12. SEE TRUSS ENGINEERING FOR REQUIRED NUMBER OF TRUSSES 'D GIRDERS
13. PROVIDE MIN. 2 STUDS 9 GIRDER TRUSS LOCATIONS.
DESIGN LOADS:
ROOF LOADS:
LIVE — 20 PSF.
DEAD — 17 PSF. (T.C. — 7 PSF.), (B.C. — 10 PSF.)
BOT 1011 CHORD NON—CONCURRENT LIVE LOAD — 10 PSF.
"iiND SPEED — 120 MPH./3 SEC. GUST
EXPOSURE CATEGORY — "C" — ENCLOSED BUILDING TYPE.
FLOOR LOADS:
LIVE — 40 PSF.
DED — 15 PSF (T.C. — 10 PSF.), (B.C. 5 PSF.)
LATEST REVISION
DATE TO MASTER:
Max.
Max.
Plan
Connector
Uplift
Gra'✓i
Mark Manuf.
Model No.
Q . Load
Load
Fasteners / Remarks
1 SIMPSON
MTS12 2
1720
(14) 10d x 1-112" EA.
2 SIMPSON
LGT2 1
1785(14)
16d SINKERS AT WALL
(16) 16d SINKERS AT GIRDER
3
SIMPSON
MGT
1
3330
(1) 518" DIAM. BOLT & (22)-10d
HDU4
1
3600
(10) - 114" x 2 112" SDS SCREWS
4
SIMPSON
HU28 1
575 2450
6� TITEN 114" x 2 314" TO CMU —
(4) 10d x 1 112' TO TRUSS
5
SIMPSON
HU28-2
1
1085 4350
X12)- TITEN 114" x 2 314" TO CMU
(6} 1 Cd TO TRUSS
6
SIMPSON
HU410
1
1810 5085
18�- TITEN 114" x 2 314" TO CMU
(10) 1 Od TO TRUSS
7
SIMPSON
LGUM410
1
3575
9620
SL TITEN I -id 3/8" x 4" TO CIv'1U
8} 114" x 2 1/2" SDS SCREWS
8 SIMPSONI FITT16
1
L_
3480
1 518" DIAM BOLT TO CMU
OR — — — — ——
--!--
--' _ (1 8) '16d TO STUD
NISTOM40
1
3300
8 TITEN1,'4"x2314"TOCNIU
—(L ---------
22 16d SINKERS TO STUD
1/4" = 1'—O"
FRAMING PLAN NOTES:
1. PER,%1ANENT OR TEMPORARY BRACING OF TRUSSES SHALL BE PEP, HIB91. ANY ADDITIONAL TRUSS
BRACING REQUIRED SHALL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS
DIAGRAMS.
2. ALL TRUSS TO TRUSS CONNECTORS SHALL BE THE RESPONSIBILITY OF TRUSS MANUFACTURER.
3. ® INDICATES #2 OR BETTER 2x4 BLK'G..AT 48" O.C. BTWN. TRUSS BOT. CHORDS IN/
(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 SHALL BE 12" UNLESS NOTED OTHERWISE ON FRAMING PLAN OR ELEVATIONS.
5. PROVIDE KIIN. (2)-10d TOE -NAILED CONAIONS AT EA. TRUSS BEARING BOTTOM CHORD TO TOP
PLATE AT .ALL FRAVE BRG. WALLS. (ADDS 150 LBS UPLIFT CAPACITY TO STRAP CAPACITY)
6. BEARING WALL SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT CONNECTORS REQ'D.)
7. FLOOR TRUSS WITH TOP CHORD BEARING CONDITION ON GIRDER TRUSS OR BEAM.
8. 1ST STY. OR 2ND STY. PLUMBING WALL OR TOILET FLOOR FITTING.
9. PROVIDE AC DUCT RUN THRU FLOOR TRUSSES - MAXIMIZE OPENING AT CENTER OF SPAM
10. PROVIDE 2x12 LEDGER (BOTTOM AT TRUSS BRG. HT.) Wj (10) 10d NAILS AT EA. VERT. STUD.
11. PROVIDE 2x4 LEDGER AS REQ'D. FOR FLOOR DECK NAILING.
12. SEE TRUSS ENGINEERING FOR REQUIRED NUMBER OF TRUSSES 'D GIRDERS
13. PROVIDE MIN. 2 STUDS 9 GIRDER TRUSS LOCATIONS.
DESIGN LOADS:
ROOF LOADS:
LIVE — 20 PSF.
DEAD — 17 PSF. (T.C. — 7 PSF.), (B.C. — 10 PSF.)
BOT 1011 CHORD NON—CONCURRENT LIVE LOAD — 10 PSF.
"iiND SPEED — 120 MPH./3 SEC. GUST
EXPOSURE CATEGORY — "C" — ENCLOSED BUILDING TYPE.
FLOOR LOADS:
LIVE — 40 PSF.
DED — 15 PSF (T.C. — 10 PSF.), (B.C. 5 PSF.)
LATEST REVISION
DATE TO MASTER:
02-20-12
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>I
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N bea llWall Ratfing-21 HR
a ' r 344 s ,,_ y " s s a £• ' i
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8(8x16 CONC. KNOCKOUT BLK. COURSE BOND BEAM
FILL SOLID W/ CONC. & (1)#5 BAR CONT. -
VER TICAL REINFORCED BLOCK CELL - FILL SOLID W/ CONC.
(1)#5 BAP, CONT. FROM FTC. TO TOP OF RAKE TIE BEAM
8 RAKE TIE BEAM DETAIL
14 /4"=
8x8xi6 BLOCK ';TALL PER PLAN
SIDE TO SIDE
5:12 SLOPE TO TOP OF
RAKE TIE BEAM
12 Q
5 e
da
11'-1 15,732" `-LL i/S
64
SEE PLANS FOR LOCATION OF
'itRiICAL REINFORCED BLOCK CELLS -
SPRING POINT 12 ° FILL SOLID WJ CONC. & 1#5 BAR CONT.
FOR 5:12 SLOPE 5 FROM FTG. TO TOP OF RAKE TIE BEAM
RAKE TIE BEAM 2!_0!,
a �Tljl1�/1/7-z7, T�11/11/1�11/1/1/1%111T�� L�
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co
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BOND BEAM - HILL SOLID VI/ CONC. & 1#5 BAR CONT.
SEE PLANS FOR LOCATION OF
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FILL SOLID Yil CONC. & 1#5 BAR COIN I.
FROM FTG. TO TOP OF RAKE TIE BEAM1
INDICATES FORS;IED AND POURED
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INDICATES DOUBLE 8(8x]6 CONC. KNOCKOUT BLOCK COURSE
BOND BEAM - FILL SOLID 1'1% CONC. & 2#5 BARS CONT.
SEE PLAINS FOR LOCATION OF
VERTICAL REINFORCED BLOCK CELLS -
FILL SOLID VV/ CONC. & llb- BAR CONT.
FROM FTG. TO TOP OF RAKE TIE BEAM
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SEPARATION WALL ELEVATION BTWN. UNITS "B" & "All FROM LEFT SIDE
INDICATES FORMED AND POURED ° e
RAKE TIE -BEAM] MIN. 8" DP. 44
W/ 1#5 BAR CONT, °
d
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I !
°SING POINT 12 ° ER, CAL REINFORCED BLOCK CELLS -
S FILL SOLID W/ CONC. & 1#5 BAR CONT.
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RAKI TIL BEAM
a
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INDICATES FORMED AND POURED
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INDICATES FORMED AND POURED 5:12 SLOPE TO TOP OF W/ 1#5 BAR CONT.
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'N/ 1 #5 BAR CONT. a $
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FROM FTG. TO TOP OF RAKE TIE BEAM
INDICATES DOUBLE 8(8x]5 CONC. KNOCKOUT BLOCK COURSE
BOND BEAM - FILL SOLID IN/ CONC. & 2#5 BARS CONT.
TOP OF SLAB +0'-0' (REF. ELEV.
0
INDICATES SINGLE 8x8x16 CONO. KNOCKOUT BLOCK COURSE
BOND BEAM - FILL SOLID W/ CONC. & 1#5 BAR CONT.
INDICATES DOUBLE 8(8x16 CONC. KNOCKOUT BLOCK COURSE
BOND BEAM - FILL SOLID W/ CONC. & 24,5 BARS CONT.
TOP OF SLAB +0'-0° (REF. ELEV.
SEPARATION WALL ELEVATION BTWNUNITS5 If &"B"-ELEV.A
Q4 1 /471= 1 1- 0"
SPRING POINT
FOR 5:12 SLOPE
2! 0„ /- RAKE TIE BEAM
FORMED & POURED
OVERHANG
0
co ��
12
�5
coro
o
1
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
cc BOND BEAM - FILL SOLID
W/ CONC & 1#5 BAR CONT
LATEST REVISION
DATE TO MASTER:
02-20-12
O
CO
Z �
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Lu
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Q =
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LLI
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=�
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Lu Q
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Q 1
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w
LLJ
® Cf)
I C�
DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED
DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO hi/f
HOMES FOR CLARIFICATION!
n
01
rl
i�il ORLANDQ
FLORIDA PRODUCT APPROVAL SCHEDULE
TAPCON INSTALLATION ANCHOR CHART
PRODUCT
CATEGORY
SUB -CATEGORY
-MANUFACTURER
DESCRIPTION
STATE OF
FLORIDA
APPROVAL
NUMBER
„_
STRUCTURAL
, CT
�ONJ��iOR
SIMPSON STRONG -TIE CO.
-
'H" SERIES HURRICANE TIES
-
:L474
COMPONENT
CONNECTOR
SIMPSON STRONG -TIE CO.
L" SEP,IES ,ADIGLE CLIPS
FL474
13'-6"
CONNECTOR
SIMPSON STRONG -TIE CO.
"AB' SERIES POST BASES
FL474
s_ B
CONNECTOR
SIMPSON STRONG-nE CO.
"ABU" SERIES POST BASES
L474
5'-5"
CONNECTOR
SIMPSON STRDNG-TIE CO.
"PC' SERIES POST CAPS
F1474
CONNECTOR SIMPSON STRDNG-TIE CO. 'EPC" SERIES POST CAPS
FL474
OPTING.
CONNECTOR
SIMPSON STRONG -TIE CO.
"HUC" SERIES HANGERS
FL1218
10d x 3"L.
CONNECTOR
SIMPSON STRONG -TIE CO.
HUS' SERIES HANGERS
FL474
EXT. DOOR
CONNECTOR.
SINIoSON STPONG-TIE CO.
"HHUSC' SERIES HANGERS
FL474
:iE
CONNECTOR
SIMPSON STRONG -TIE CO.
"LUS" SERIES HANGERS
FL474
10d x 31
CONNECTOR
SIMPSON STP.DNG-TIE CO.
LSTA' SERIES FLAT STRAP IES
FL19D1
BY SIDE WDWS.
CONVECTOR
&MPSON STRDNG-TIE CO.
MTS SERIES TMST STRAPS
FL474
CONNECTOR SIMPSON STRONG -TIE CO. "IATSM" SERIES Th'8ST STRAPS
FL1423
CONNECTOR SIMPSON STRONG -TIE CO. "SP" SERIES STUD PLATE TIES
FL474
',1 112" DIAM. TH RU -BOLTS AT 16" O.C. VERTIC ALL, 1,14TH
CONNECTOR.
SIMPSON STRONG -TIE CO.
"SPH" SERIES STUD PLATE TIES
8538
LOCATIONS
CONNECTOR
SIMPSON STP,ONG-TIE CO.
"ITP" SERIES PLATE TIES
7L474
CONNECTOR
SIMPSON STRONG -TIE CO.
'LTA' SERIES TRUSS .ANCHORS
FL1423
EXTERIOR DOOR
CONNECTOR
SIMPSON STRONG- 41E CO.
' HETA' SERIES TRUSS ANCHORS
FL1901
CONNECTOR SIMPSON STRONG -TIE CO. 'HGT" SERIES GIRDER TIEDOWNS
FL474
UP TO 40"
CONNECTOR
SIMPSON STRONG -TIE CO.
'HGT" SERIES GIRDER. TIEDOWNS
FL1423
CONNECTOR SIMPSON STP,ONG-TIE CO. LOT SERIES GIRDER IED0IHNS
FL1423
OPENINGS 0
CONNECTOR
SIMPSON STP,ONG-TIE CO.
"HTT" SERIES TENSION TIES
FL503
60.01" TO 80"
CONNECTOR
SA4PS0N STRONG -TIE CO.
"HD' SERIES HOLDDOViN ANCHORS
FL503
A , B , C
CONNEOTOP
SIMPSON STRDNG-TIE CO.
'PHD" SERIES HOLODOVN ANCHORS
FL503
CONNECTOR
UNITED STEEL PRODUCTS
ILPTA SERIES T'RUISS ANCHORS
FL359
CONCRE EE LINTEL
LOTT CONCRETE PRODUCTS
PRECAST LINTEL j BEAJIA SECIDNS
FL1441
CONCRETE LINTEL
WEKIWA CONCRETE PRODUCTS
PRECAST LINTEL / BEAM SECIONS
FL1418
ENGINEERED WOOD
TRUSS -JOIST
LAMINATE BEAMS -& COLUMNS
F L1630
ENGINEERED WOOD
GEORGIA PACIFIC
LAMINATE BEAMS 3 COLUMNS
FL2023-RI
ENGINEERED WDOD BOISE CASCADE LAMINATE BEAMS h COLUMNS
FL1644-RI
ROOFING
ASPHALT SHINGLES
CERTvINTEED
FIBERGLASS LAMINATED SHINGLES
FL5444
ROOF TILE
MONIER
CONCRETE ROOF TILE
FL560-RI
ROOF TILE HANSON CONCRETE ROOF TILE
FL3505-RI
ROOF TILE
HANSON
CONCRETE ROOF TILE
FL3506-RI
SOFFIT
ALUMINUM SOFFIT
KAYCAN LTD
17 VENTED ALUM SOFFITS
FL4957
EYTERIOR
DOORS
SLIDING
FLORIDA EXTRUDER - MILESTONE
ALUM. SLIDING GLASS DOORS
FL45-R2
SLIDING SIMONTON ALUM. SLIDING GLASS DOORS
FL5350
S141NGING
MASONITE
FIBERGLASS ENTRY DOOR
FL4668
SWINGING
MASONITE
FIBERGALSS PANEL DOORS
FL4668
SWINGING
MASONITE
FIBERGLASS FRENCH DOORS
FL4668
SECTIONAL
SECTIONAL
CLOPAY BUILDING PRODUCTS CO.
RESIDENTIAL SECTIONAL GARAGE DOOR
FL3026-RI
WINDOWS
HUNG
FLORIDA EXTRUDER - MILESTONE
ALILIONUM SINGLE HUNG INNDO V
FL42
HORIZONTAL SLIDER
FLORIDA EXTRUDER - MILESTONE
ALUMINUM HORIZONTAL SLIDING WNDOW
FL43R2
FIXED
FLORIDA EXTRUDER - MILESTONE
ALUMINUM FIXED GLASS WINDOW
FL44R2
MULLIONS FLORIDA EXTRUDER - MILESTONE ALUMINUM EXTRUSION
FL3136-RI
IXED GLASS BLOCK
PITTSBURG CORNING CORP.
GLASS WIT MASONRY INSTALL W/ MORTAR
FL1353
SINGLE HUNG
SIMONTON WINDOWS
ALUMINUM SINGLE HUNG 'NNDOW
FL5459
HORIZONTAL SLIDER SIMONTON 1A9NDOIVS ALUMINUM HORIZONAL SLIDING 'WDOW
FL5458
FIXED SIN13NTON WINDOPiS ALUMINUM FIXED GLASS 'MNDOW
FL5460
11:011 1011
O
ITC)
r
HEIGHTS OF #2 STUDS
EXTERIOR FRAME WALLS ONLY - EXPOSURE C
TAPCON INSTALLATION ANCHOR CHART
STUD SIZE, MAT.,
AND O.C. SPACING
IMAX.
HT.
STUD SIZE, MATL.,
AND O.C. SPACING
MAX.
HT.
2x4 SPF AT 16" O.C.
5'-6"
2x6 SPF AT 16" O.C.
10'-0"
2x4 SPF AT 12" O.C.
7'-6"
2x5 SPF AT 12' O.C.
11'4"
2X4 SYP AT 16" O.C.
9'-0"
2x5 SYP AT 16" O.C.
13'-6"
2x4 SYP AT 12' D.C.
10'4
2x6 SYP AT 12" O.C.
15-0"
-- FOR INTERIOR BEARING hIALLS:
2x4 SPF AT 16" O.C. - MAX. WALL HT. 11-I" O.C.
2x4 SPF AT 12" O.C. - IMAX. WALL HT. 12'-3" O.C.
2x6 SPF AT 16 O.C. - MAX. WALL HT. 17'-9' Q.C.
-- FOR ,ALL FRAME BEARING 4WALLS OVER 10' HIGH, PROVIDE
SOLID 2x BLOCKING AT 1'-0" O.C. MAXIMUM
I. -LIN IINUIVIUU,AL INLA. U."IN16 Ulih ILMSIUN N01 bAULLLD INDW. OPNG. DIMENSION
2. ,b]AXIMU,vl ALLOWABLE SPACING BTWN. TAPCON ANCHORS TO BE 24" O.C.
Zx HDR. PLATE OR
EXiEP,IOP, 4,O. HDR.
SHEATHING
(2) LAYERS OF 7/15" O.S.B. OR
L L
(1) LA1L , O 4 PL�r!+D.
CONNECT W/ (2)3d NAILS AT
16" O.C.
BUILT UP WOOD HDR. OR
2x HDR, PLATE
EXTERIOR
SHEATHING
2x CRIPPLE STUDS AT 15"
O.C. BTYiN. SILL PLATE &
BOT. PLATE OR HDR. &
HDR. PLAT,
i�
?x HDR. OR SILL PLATE
OR HDR. JACK
ATTACH >aWDW.MOOR PER
MANUF. SPECIFICATIONS
SILL / JAMB / HEAD
PRA M EWALLI0PNG.
WDW./DOOR DETAILS
TAPCON INSTALLATION ANCHOR CHART
FOR BLOCK OPNGS. W/ BUCKS 1 1/2"
THICK OR GREATER
_ YiIDTH
IMI)TH WIDTH
l;�OTH
D F E F D D E D D E D
24" O.C. 8"
A
2 -PLY COMPOSITE POST, MINIMUM END DISTANCE SHALL
MAX. ( 41,AX.
8" A _
8"E A
# OF NAILS
C b1.iX. C
IMAX.C
(3) P LYS
(4) PLYS
o" p
PER ROW
2x4
s_ B
� B
10d x 31.
t
LINTEL ABV. OPNG.
5'-5"
w
= C INDIrV. C -
Vil) ilii. 5E VVDVV. C =
OI
MAXIMUM 2 3/4' BUILT UP
OR CMU JAMB
,p
4
OPTING.
OPNG, OPING.
2x6(2)
a
r
SOD OR
10d x 3"L.
,A - A -
A
30.3
X
EXT. DOOR
o
SILL ' HULL
SILL 7 MULL
26.9
:iE
OPNG.
,X8
SINGLE VVDTV, OR
MULTIPLE SIDE
10d x 31
1 O X 3"L. OR
D> p
STACKED VVDVV.
BY SIDE WDWS.
1112" DIA. BOLT
so
JA1NiBHEAD
/
W/ MULL B7NN. 0
W/ MULL BTVVN, 2
2"
LIEU OF NAILS, MEMBERS MAY BE BOLTED TOGETHER
',1 112" DIAM. TH RU -BOLTS AT 16" O.C. VERTIC ALL, 1,14TH
X
ccQ
WDIN. OPNG.
LOCATIONS
WDW. OPNG.
LOCATIONS
HEIGHT
IN HEAD
bVIDT! -I
IN HEADCD
EXTERIOR DOOR
UP TO 40"
,A
UP TO 40"
D
OPENINGS 0
40.01" TO 50"
A , B
40.01" TO 50"
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
I. -LIN IINUIVIUU,AL INLA. U."IN16 Ulih ILMSIUN N01 bAULLLD INDW. OPNG. DIMENSION
2. ,b]AXIMU,vl ALLOWABLE SPACING BTWN. TAPCON ANCHORS TO BE 24" O.C.
Zx HDR. PLATE OR
EXiEP,IOP, 4,O. HDR.
SHEATHING
(2) LAYERS OF 7/15" O.S.B. OR
L L
(1) LA1L , O 4 PL�r!+D.
CONNECT W/ (2)3d NAILS AT
16" O.C.
BUILT UP WOOD HDR. OR
2x HDR, PLATE
EXTERIOR
SHEATHING
2x CRIPPLE STUDS AT 15"
O.C. BTYiN. SILL PLATE &
BOT. PLATE OR HDR. &
HDR. PLAT,
i�
?x HDR. OR SILL PLATE
OR HDR. JACK
ATTACH >aWDW.MOOR PER
MANUF. SPECIFICATIONS
SILL / JAMB / HEAD
PRA M EWALLI0PNG.
WDW./DOOR DETAILS
Owl
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'-0" ABOVE TOP OF SLAB)
FASTENER SCHEDULE FOR
(2)10d x 1 112' AT 24'
O.C. FOR BUCK BUILT UP
BUILT UP STUD COLUMNS
DRY"!TALL
VERTICAL SPACING OF FASTENERS AT 8" O.C.
U
STAGGERED UNLESS OTHERWISE NOTED. THIRD AND
NJ
FOURTH PLIES SHALL BE ADDED TO EITHER SIDE OF
2 -PLY COMPOSITE POST, MINIMUM END DISTANCE SHALL
o
BE 2 1/2' AND MINIMUM EDGE DISTANCE SHALL BE 1".
STUD
# OF NAILS
p o
(2) PLYS
(3) P LYS
(4) PLYS
o" p
PER ROW
2x4
(i)
Oas
10d x 31.
lOd X 31 OR
LINTEL ABV. OPNG.
5'-5"
2
5'-3"
OI
MAXIMUM 2 3/4' BUILT UP
OR CMU JAMB
,p
4
N
BOLT @ 15" O.C.
2x6(2)
a
r
1 O x 3"L.
10d x 3"L.
lOd ;;
AT EXT. FRAIME WALL TO BLOCK WALL,
PROVIDE 2x P.T. V.V/ 1/2" EXP. BOLT
- AT 24' O.C. VERT. (4' L-mBm.) 'DDI 2"
SQ. WASHERS PROVIDE 1 11/2" EDGE
DISTANCE FOR BOLTS
I I v PS , ) EXTERIOR ui
Sl�til, �0�1 "SP�" AT EA. STUD AT �XTEJ�„ „ACLS
/� (USE SPN4 AT INTERIOR BEARING WALLS)
TOP OF SLAB
EXT, FRAPPE WALL TO
BLOCK`ALL CONNECTION
DETAIL .APPLIC413LE TO ALL EXTERIOR FR,4iE V'DALLS ONLY
UNLESS OTHERWISE NOTED ON FLOOR PLAN
7/B' CEMENT
PLASTER
PAPER BACK LATH
BUILDING WRAP
(TYVEK)
WALL SHEATHING
PEEL AND STICK
MEMBRANE
FLASHING
ALUMINUM WINDOW
FRAME SET IN CONT.
BED OF SEALANT
EXTERIOR WINDOW HEAD
SCALE: 2" - l' -O"
ALUMINUM WINDOW
FRAME SET IN CONT.
BED OF SEALANT
PEEL AND STICK
MEMBRANE
FLASHING
BUILDING WRAP
(TYVEK)
WALL SHEATHING
PAPER BACK
LATH
7/'B" CEMENT
PLASTER
EXTERIOR WINDOW SILL
SCALE: 2" - 1'-0"
O
CNJr
co
r
ALUMINUM WIND04+!
FRAME SET IN CONT./
BED OF SEALANT -
PEEL AND STICK
MEMBRANE
FLASHING
WALL SHEATHING-/
EXTERIOR
SCALE: 2" - 1'-0"
C
L7/'8" CEMENT PLASTER
PAPER BACK LATH
BUILDING WRAP
(TYVEK)
WINDOW JAMB
TYVEK OVER 'C'
PEEL AND STICK
FLASHING AND
WINDOW FLANGE
TAPE OVER CUT
IN TYVEK
F - I
---------------------
r
2x P.T.
OR p BAR DOWEL SET IN
�DBL.
ELOCKIVG
Lo w
I
I
START B STRIPS HERE
EDGE OF WINDOW
FLANGE
I
I
I
(2)121 NAILS
VERT. REINF. CONC.
FILLED CELL 'DD/ 1- 5
B: R n
AT 6 O.C.
1EXP. SOLT AT 24" O.C. VERT.
I
4"19.x24"H. OPE DING
(2 3/4' EMBED.) W/ 2°SQ. ",'DASHER
APPLY PEEL AND STICK
FLASHING MEMBRANE IAV ORDER
STARTING AT BOTTOM OF
WINDOW AND OVERLAPPING AS
INDICATED
I
I
I
I—
NOTES:
—I
--DRILLED HOLE TO BE
II OF REBARS
CLEANED PRIOR TO
----------
A
3000 PSI CONC.
--EPDXY ADHESIVE TO
FILLED CELL W/
REINF. FILLED TOP
#5 REBAR
I—
q,-,
BE CLEAPJ AND OIL FREE
SAWCUT 1" W. OPNG. IN
BLOCK COURSE"
I WALL FROM TOP TO
IISIMPSON
I BOTTOM FOR FULL HT.
I
INWALL
'SP2" AT EA. STUD AT
DO NOT SCALE
CELL -FILL SOLID W/
25" MIN. LAP
I 1111TOF
REBARS
EX I-RIOR WALLS USE SPH4 (AT
CONC. ELK.
TO BE REPORTED
3 4" DIA. x 6" DP. HOLE
HOMES FOR CLARIFICATION!
INTERIOR BEARING V9ALLS)
WALL PER TYP.
EPDXY ADHESIVE
ADDED
REINF, FILLED
WALL SECTION
II
AIIACH EXT. SHEATHING TO
STUDS PLATES PER
VERT. REINF. CONC.
STRUC T(IRAL NOTES
FILLED CELL W/ 1-
8.R
I
AT EXT. FRAIME WALL TO BLOCK WALL,
PROVIDE 2x P.T. V.V/ 1/2" EXP. BOLT
- AT 24' O.C. VERT. (4' L-mBm.) 'DDI 2"
SQ. WASHERS PROVIDE 1 11/2" EDGE
DISTANCE FOR BOLTS
I I v PS , ) EXTERIOR ui
Sl�til, �0�1 "SP�" AT EA. STUD AT �XTEJ�„ „ACLS
/� (USE SPN4 AT INTERIOR BEARING WALLS)
TOP OF SLAB
EXT, FRAPPE WALL TO
BLOCK`ALL CONNECTION
DETAIL .APPLIC413LE TO ALL EXTERIOR FR,4iE V'DALLS ONLY
UNLESS OTHERWISE NOTED ON FLOOR PLAN
7/B' CEMENT
PLASTER
PAPER BACK LATH
BUILDING WRAP
(TYVEK)
WALL SHEATHING
PEEL AND STICK
MEMBRANE
FLASHING
ALUMINUM WINDOW
FRAME SET IN CONT.
BED OF SEALANT
EXTERIOR WINDOW HEAD
SCALE: 2" - l' -O"
ALUMINUM WINDOW
FRAME SET IN CONT.
BED OF SEALANT
PEEL AND STICK
MEMBRANE
FLASHING
BUILDING WRAP
(TYVEK)
WALL SHEATHING
PAPER BACK
LATH
7/'B" CEMENT
PLASTER
EXTERIOR WINDOW SILL
SCALE: 2" - 1'-0"
O
CNJr
co
r
ALUMINUM WIND04+!
FRAME SET IN CONT./
BED OF SEALANT -
PEEL AND STICK
MEMBRANE
FLASHING
WALL SHEATHING-/
EXTERIOR
SCALE: 2" - 1'-0"
C
L7/'8" CEMENT PLASTER
PAPER BACK LATH
BUILDING WRAP
(TYVEK)
WINDOW JAMB
TYVEK OVER 'C'
PEEL AND STICK
FLASHING AND
WINDOW FLANGE
TAPE OVER CUT
IN TYVEK
F - I
---------------------
r
�-I
OR p BAR DOWEL SET IN
m
EPDXY ADHESIVE
Lo w
I
I
START B STRIPS HERE
EDGE OF WINDOW
FLANGE
I
I
I
E
�CONC.
SAWCUT APPROX.
I
4"19.x24"H. OPE DING
I
I
APPLY PEEL AND STICK
FLASHING MEMBRANE IAV ORDER
STARTING AT BOTTOM OF
WINDOW AND OVERLAPPING AS
INDICATED
I
I
I
I—
NOTES:
—I
--DRILLED HOLE TO BE
II OF REBARS
CLEANED PRIOR TO
----------
A
PEEL AND STICK DETAIL
BLOCK(',\ELL DETAIL
PROVIDE SOLID 2x4 BLKG. BTWN.
-jA" DIA. x 6" DP. HOLE
z �
OR p BAR DOWEL SET IN
m
EPDXY ADHESIVE
Lo w
PROVIDE 2x4 BLKG. BTWN. FLR.
GROUT SOLID .AT
TOP OF BLK. WALL
TOP OF CELL �-
�CONC.
SAWCUT APPROX.
FILLED REINF.
4"19.x24"H. OPE DING
I TOP COURSE PER TYP
IN WALL
II WALL SECTION
NOTES:
I 25" MIN. LAP
--DRILLED HOLE TO BE
II OF REBARS
CLEANED PRIOR TO
2x4 coI BLKG.
DISPENSING ADHESIVE
3000 PSI CONC.
--EPDXY ADHESIVE TO
FILLED CELL W/
IGH
HSTRENGTH TYPE
#5 REBAR
--REBAR DObVEL bIUS T
z
BE CLEAPJ AND OIL FREE
SAWCUT 1" W. OPNG. IN
SAW' APPROX.
I WALL FROM TOP TO
f`i' 74"H. OPENING
I BOTTOM FOR FULL HT.
I
INWALL
REBAR PLACEMENT INTO
DO NOT SCALE
CELL -FILL SOLID W/
25" MIN. LAP
I 1111TOF
REBARS
TOP OF SLAB
ONLY, ANY DISCREPENCIES
TO BE REPORTED
3 4" DIA. x 6" DP. HOLE
HOMES FOR CLARIFICATION!
FOR 45 BAR DOWEL SET IN
w
EPDXY ADHESIVE
ADDED
REINF, FILLED
BLOCK(',\ELL DETAIL
PROVIDE SOLID 2x4 BLKG. BTWN.
VAI
TOP/BOT. RAILS FOR SOLID NAILING
;
OF STRAP�
�.
PROVIDE 2x4 BLKG. BTWN. FLR.
SIMPSON 'MSTA,M24" STRAP W/
TRUSS- CONNECT TO BLK. W/ (4)
5) 1 i4'x2 i /4" MASONRY
0.145 DIA.x3" L. POWDER ACTUATED
SCREWSTO BLOCK WALL AND
FASTENERS- PLACE BLKG. ,ALONG
(C)lOd COMMONS TO FLR. TRUSS
SIDE OF GABLE END FLR. TRUSSES
° BAR CONT.
=�
—I
FLAT CEILING GABLE END
SIMPSON 'tSTA12°
sTRA
2x4 coI BLKG.
��
�ce>
0
CONC. FILLED REINF. TOP
AT 24" O.C. TRUSS T0�
SLK. COURSE PER TYP.
z
MALL SECTION-'
—
MISSED FLOOR
TRUSS
TO BLK, WALL STRAP
PROVIDE (1) ".JIST:AM24" FOR E's. "FIETA20" STRAP SPECIFIED
- METAL OR VINYL TRIM
CONTROL ;/ EXPANSION JOINT
— 7/8" CEMENT PLASTER
PAPER BACK LATH
18" WIDE PEEL & STICK
MEMBRANE OR #15 FELT
FLASHING
BUILDING WRAP ( TYVEK)
WALL SHEATHING
SCALE: 3" = 1'-0"
8x8x16 CONC. KNOCKOUT
25" MIN. L,AP� � BLK. TOP COURSE -FILL
W/ CONC. & 1-#5 BAR CONT.
REBAR W,l STD. HOOK
REINF. CONC. FILLED
CELL #5 VERT. REBAR --
25" MIN. LAP
u #5 REBAR W/ STD. HOOK
BLOCK WALL HT. TRANSITION DETAIL
SIMPSON "MTSM16" STRAP W/
(4) 1,1'4"x2 1/4' TAPCONS TO
BLOCK WALL AND (7)104 n
COMMONS TO TRUSS ROOF TRUSS
�� II
II
z XX I 'INSTALL ADD'L. STRAP
DIAGONALLY FROM EA.
OTHER FOR SINGLE
CONC. FILLED REINF. TOP hlEh.IBER TRUSS
BLK. COURSE PER TYP.
WALL SECTION
MISSED ROOF TRUSS TO BLK. WALL STRAP
USE (1) IvITSM16 STRAP FOR UPLIFT VALUES 8610 LBS. OR LESS
USE (2) MTSI�116 STRAPS FOR UPLIFT VALUES 1720 LBS. OR LESS
UPLIFT VALUES OVER, 1720 LBS. REQUIRE LETTER FROM ARCHITECT OR ENGINEER
7/16° OSB SHEATHING
GABLE END OR
FLOOR T• irr
7ll'8' CEMEN
ON PAPER
AIR INFILTRATION E
(DESIGN STANDARD:
MID -WALL
'NEEP SCREED
1/2"
PLAS'
T -O" MAX. SPAN W/0 2x3 RIDGE
2x4 VERTICAL BLKG.
2x6 VALLEY RAFTERS
(4)154 2x4 COLLAR 11E IN
NAILS UPPER 3RD OF ROOF HT.
-- - - - - -- AT EVERY 3RD PAIR OF
MTS12 -- ------ -- RAFTERS
STRAP 2x4 VERT. AT — hil�i2
8'-0' O.C. ILA\.(ONLY STRAP
i AT SPANS >
2x4 BLKG, AT VALLEY RAFTER
_�A
BP,G. ET+AVN. TRUSSES
ROOF TRUSS ROOF TRUSS
BEL09D RAF TtR
HANDVALLEY FRMG. DETAIL
ALTERNATE VALLEY DETAIL FROM TRUSS ENGINEER Iiki BE
SUBSTITUTED PROVIDED DETAIL HAS STATE OF FLORIDA
LICENSED STRUCTURAL ENGINE, ST,41P
U �mv WILL
DETAIL @ BLOCK I FRAME CONNECTION
SCALE: 3" = l'-0"
PRE -ENS RED FLOOR
TRUSSES AT 24" O.0
CONNECT EA. TRUSS BOT.
CHORD W/ (2)164 MIN.
COMMONS TOE -NAILED TO
TOP PLATE
1,/2" GYPSUM BD.
DBL, 2x TOP PLATE
R-11 INSULATION AT ALL WALLS
ADJACENT TO NON -AIR CONDITIONED
SPACES
2x CONT. MID -WALL BLKG. (WALLS
OVER 8' H. --PROVIDE BLKG. AT 4'-0"
O.C. MAX.)
1/2" DRYWALL
2x STUDS O 16" O.C. #2
SPF OR BETTER
2x4 P.T. SILL PLATE -
ATTACH W/ (2) CONC. NAILS OR
(1) POWDER ACTUATED FASTENER
AT 24' Q.C.
3 1/?" MIN. CONC. SLAB (2500 PSI) IN/
FIBERMESH OR 6x6 10/10 VJ'r?i OVER VAPOR
BARRIER 1
CLEAN COMPACTED
N G
EARTH FILL o o
I ICKEND SLAB FOOTING
PER SLAB PLAN
TYP, INT. BRG. WALL SECTION
SCALE: 1 1/2"=1'-O"
2x4 LADDER FRMC. REQ'D, AT
OVERHANGS OVER 12" -CONNECT 411;%
(2)12d TO TRUSS TOP CHORD
CONI. 2x4 ',+i/
?-I"-2d NAILS
2x4 OUTLOOKERS AT 24" O.C. 4+1/
(3)124 TOE -NAILED TO TRUSS TOP
CHORD
7,•`16" OSB SHEATHING OVER GABLE END
TRUSS -CONNECT W/ 8d NAILS AT 6"
O.C.--SET FACE OF SHEATHING FLUSH W/ BLK.
WALL (PROVIDE 1/8" SPACE BT',VN. PANELS)
U.S.P. ''LPTA' OR SIMPSO J "LT.Ai' STP,AP-SLE
FRMG. PLAN FOR LOCATIONS -SET STRAP 2"
FROM FACE OF BLOCK AND PARALLEL TO
TRUSS -FILL ALL HOLES IN./ SNAILS
SI,MPSON "HETA20" AT
EA. TRUSS VERT. OR 24"
O.C.-CONNECT W/
(14)10d COMMONS INTO
SOLID 2x4 BLKG,
CONT. 2x4 MIN, P.T. PLATE '.V% 1/2"
DIA. A.B. OR 5/'T' EXP. BOL -IW, 2"
SQ. WASHER AT 48" O.C. MAX, OR
(2)PO+NER-DRIVEN NAILS (SIZE EQUAL
TO 10d COMMON) AT 16" O.C.
'#F
"HETA20" GABLE END
STRAP ALTERNATIVE
APPROVED SHINGLES
MANUF, l TYPE:
CERTAIN TEED "LANDMARK 30 AR"
CERTAINTEED "LANDMARK 30"
FLASHING:
ALL ROOF AND WALL FLASHING TO BE ALUMINUM OR
CALV. METAL MATERIAL. CONNECT W/ GALV. METAL
NAILS AT 24" O.C. MAX.
5' INCL.
ROOF EDGE ROOF O.H.
`1�
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I
I O 0110
I— — — — — — — — —
2 1 n I2 RIDGE _2
1 (—:DU� --� --- 2
J°�I w 4' `J I ® EDGE
02 1
01 02�
2! 2
03
3 5' INCL.
TROOF` O.H.
11 ZONE 1 - USE 3d NAILS @ I O.C. (FIELD) E" O.C. (EDGE)
2 ZONE 2 - USE 3d NAILS @ 6" O.C. (FIELD/EDGE)
ZONE 5 - USE 8d NAILS @ 4" O.C. (FIELD/EDGE)
ROOF NAILING PATTERN
2x4 "T" OR "L" STRONGBACK AT GABLE
VERTICAL LONGER THAN 48' CONNECT W/ 12d
NAILS AT 12" O.C.
STRUCTURAL ROOF SHEATHING SEE
ROOF NAILING PATTERN
�.
� � 2x4 STRONGBACK IF GABLE TRUSS IS TALLER
THAN 8'-0"
2x4 DIAG. "X" -BRACING 49/ (3)124 NAILS
AT E.A. 2x4 TO 2x4 JOINT
\ BRACING SCHEDULE
i > SPAN BRACING REQ'D.
i GREATER THAN 20 FT. 10 FT. (3) PAIRS AT 1/4 PTS. (1)
TO 20 FT, LESS THAN 10 FT, PAIR AT MID -PT. NO
i BRACING REQ'D.
i 2x4 BLKG. AT 48" O.C. FROM CABLE
END BACK 8'-D" BT';'1N. TRUSS BOTTOM
1
in- GYPSUM CEILING CHORDS
TYP. GABLE END
TRUSS DETAIL
DIAPHR,A�Ii NAILING
ii CABLE END
iI 8x8x16 CONC. KNOCKOUT BLK. TOP lOd NAILS AT 8'
ROOF TRUSS
u COURSE -FILL 4+I f CONC.
SCALE : 1/2" = l'-0"
GABLE END
SHINGLES (ATTACH W/ G,ALV. METAL ROOFING NAILS PER MANUF.
INSTALLATION DETAILS) OVER 15# FELT (2" SIDE LAP / 4" END LAP AND
CAP NAILS AT 12" O.C.-EDGE, 24" O.C.-FIELD) ON 7/16' SPAN RATED
STRUCTURAL SHEATHING (SEE ROOF NAILING PATTERN) AND PRE-ENG'RED
ROOF TRUSSES AT 24" O.C.
HURR. STRAP AT EA. TRUSS SEE 12
ROOF PLAN PER
ELEV. R-38 INSULATION
8x8xl6 CONIC. KNOCKOUT BLK. TOP
COURSE - FILL W,/ CONIC. AND 1-#5
BAR CONT
l+ v V i. +,I ID 1
DRIP EDGE OVER f 1/2" GYPSUM BD.
FASCIA 4'-0"
FASCIA MATERIAL TO BE 1� i' DIAPHRAM AREA FASTEN W/ 5d NAILS
ALUMINUM OR 5/4' PRIME TRIM - u AT 4" O.C. REMAINDER AT 7" D.C.
BOARD OVER 2x4/2x6 SUBFASCIA
REFER TO SUBD. SPECIFICATIONS II PRE -ENS RED. PRECAST CQNC, LINTEL ABV. TYP,
FOR FASCIA MATERIAL n WDW. AND DOOR OPNGS. SEE PLANS FOR
u LOCATIONS ,AND TYPES
CONT. ALUM. ° —1/2" DRYWALL OVER 1x2 P.T. (MIN.) AT 24"
VENTED SOFFIT z ° O.C. (MAX.)
z
CORE -FILL 500 FOAM INSULATION IN ALL
OPEN CMU WALL CELLS - REFER TO
Z ° ENERGY CALCULATION FOR R -VALUE
� n
TEXTURED CEMENT FINISH OVR ii #5 AUT. BAR TIED INTO #5 BAR DOWEL AND
8x8x16 CQNC. BLOCK n TOP COURSE REBAR AT EA. REINF. CONC.
'AilII FILLED BLOCK CELL AS LOCATED PER PLANS
II
II
�n PRECAST WDW, SILL - TYP. AT STD.
Lu WDW.OPNG.
4" MIN. 3 1/2' MIN. CONC. SLAB (2500 PSI) W/
FIBERMESH OR 6x6 10'10 VA18A OVER VAPOR
ipi ) BARRIER
n I
FINISH GRADE
z if CLEAN COMPACTED TERMITE[s TREATED FILL
MONOLITHIC SLAB EDGE FOOTING
#5 BAR DOWEL TIED TO FTG. REBAR 16" PER SLAB PLAN
AT EA. REINF. FILLED CELL AS mim.
LOCATED PER SLAB PLAN
TYP, EXT, BLOCK WALL SECTION
SCALE: 112`=l' -O"
LATEST REVISION
DATE TO MASTER:
02-20-12
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SHINGLES (ATTACH W/ G,ALV. METAL ROOFING NAILS PER MANUF.
INSTALLATION DETAILS) OVER 15# FELT (2" SIDE LAP / 4" END LAP AND
CAP NAILS AT 12" O.C.-EDGE, 24" O.C.-FIELD) ON 7/16' SPAN RATED
STRUCTURAL SHEATHING (SEE ROOF NAILING PATTERN) AND PRE-ENG'RED
ROOF TRUSSES AT 24" O.C.
HURR. STRAP AT EA. TRUSS SEE 12
ROOF PLAN PER
ELEV. R-38 INSULATION
8x8xl6 CONIC. KNOCKOUT BLK. TOP
COURSE - FILL W,/ CONIC. AND 1-#5
BAR CONT
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DRIP EDGE OVER f 1/2" GYPSUM BD.
FASCIA 4'-0"
FASCIA MATERIAL TO BE 1� i' DIAPHRAM AREA FASTEN W/ 5d NAILS
ALUMINUM OR 5/4' PRIME TRIM - u AT 4" O.C. REMAINDER AT 7" D.C.
BOARD OVER 2x4/2x6 SUBFASCIA
REFER TO SUBD. SPECIFICATIONS II PRE -ENS RED. PRECAST CQNC, LINTEL ABV. TYP,
FOR FASCIA MATERIAL n WDW. AND DOOR OPNGS. SEE PLANS FOR
u LOCATIONS ,AND TYPES
CONT. ALUM. ° —1/2" DRYWALL OVER 1x2 P.T. (MIN.) AT 24"
VENTED SOFFIT z ° O.C. (MAX.)
z
CORE -FILL 500 FOAM INSULATION IN ALL
OPEN CMU WALL CELLS - REFER TO
Z ° ENERGY CALCULATION FOR R -VALUE
� n
TEXTURED CEMENT FINISH OVR ii #5 AUT. BAR TIED INTO #5 BAR DOWEL AND
8x8x16 CQNC. BLOCK n TOP COURSE REBAR AT EA. REINF. CONC.
'AilII FILLED BLOCK CELL AS LOCATED PER PLANS
II
II
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Lu WDW.OPNG.
4" MIN. 3 1/2' MIN. CONC. SLAB (2500 PSI) W/
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ipi ) BARRIER
n I
FINISH GRADE
z if CLEAN COMPACTED TERMITE[s TREATED FILL
MONOLITHIC SLAB EDGE FOOTING
#5 BAR DOWEL TIED TO FTG. REBAR 16" PER SLAB PLAN
AT EA. REINF. FILLED CELL AS mim.
LOCATED PER SLAB PLAN
TYP, EXT, BLOCK WALL SECTION
SCALE: 112`=l' -O"
LATEST REVISION
DATE TO MASTER:
02-20-12
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TO BE REPORTED
TO M/I
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n
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ROOF TRUSSES OR 2x RAFTERS
AT 24" O.C.- CONNECT
8d NAILS AT 3" O.C. AT W/ (2)154 MIN. COMMONS
TOE -NAILED TO TOP PLATE -�
SHEATHING EDGES
STAGGER NAILS BT'Vm, . SP2" AT EA. SINGLE SEE ROOF PLAN FOR REQ'D.
PANEL EDGES STUD TO TOP PLATE & STRAP AT EA. MEMBER,
NOTES: "DSP" AT EA. DOUBLE
i. IN
SHALL _____ _ STUD PANEL EDGE TO
NOT PENTRATE THE FACE REFER TO HEADER
TOP PLATE u
OF THE SHEATHING BY MORE ij II I SCHED. FOR SIZES
THAN THE NAILHEAD THICKNESS. a ii �i I "SP2" AT 16" O.C.
7. PROVIDE 1/e" SPACE BETWEEN r1 II
SHEATHING PANELS. t hI 41 iI ACROSS HDR. SPAN
"LSTA24" STRAP .AT
,i kl i HDR. STUD TO BEAM
't a II k1 1
8d NAILS AT 6" O.C. VERT. ll i (2) STRAPS EA, SIDE
AT FIELD STUDS 4i i"t II I WITH (4) OR MORE TRUSSES
r 41 I"1 2x STUDS AT i ACROSS OPNG.
�i [j It 16" O.C.
8d NAILS AT 3" O.C. AT I 1 It 1
SHEATHING EDGES I i"I i"1 t1 NO STRAP REQ'D. AT I 1STA24" STRAP AT HDR.
STAGGER NAILS BTINNJ. I,I 41 4i STUD TO PLATE IF I STUD TO RIM BD./BLKG.
PANEL EDGES - i i i"i 41 SHEATHING CONT. TO
FOR OPNGS. >'5-0"
t II II BOT. OF FLR. TRUSS i
8d NAILS AT 3" O.C. HORIZ. r I"ice 1 I c t 2x4 OR 2x6 RIM BD. BTWN.
LR. TRUSSES AT FLR. TRUSS -- CONNECT TO
AT �:c SILL PLATE 24' O.C.
__,L____LL____ I_ TRUSS Wr (4)16d NAILS (2x4)
2x4 BLKG. SPrVN. ° '=---- ' ' ' ' ' = 2x4 BLKG. BTbVN. — (6)16d NAILS (2x6)
-r r--rr - "-rr--r- r
RIM BD. AT ALL
�i r r: i / i i i RNM BD. AT ALL II 2x4 P.T. RIM BD. BTWN.
SHEATHING EDGE) L__LL_____ L1__l_ L SHEATHING EDGES — FLR. TRUSS -- CONNECT
TO TRUSS W/ (4)164 NAILS
PROVIDE DBL. R04V OF 8d NAILS AT o NAILS IAILS AT 3" O.C. HORIZ.
ALTEP,N.AIE CONT. 2x6 TOP RAIL I.L.D. DBL. 2x4 SOLID BLKG.
AT TOP AND BOTIOVI RIM BD. BELOW HDR. STUDS
NAILING TO FLR. TRUSS BLKG. BT',VN. RAILS J OR TRUSS CHORD
EXT, }!MALL SHEATHING CONC. BLOCK EXT. WALL � "NETA20" STRAP AT EA. FLR. TRUSS END
OFDF2-,%4''0.O.CAT4P MLEiRMDTFRHSS
D ETA I L AT 2 -STY. 2 -STY. EXT, FRAME
REQUIRED NAILING UPLIFT LO NOTED FOR WALL CONNECTOR DETAIL
SHEATHING TO ACT AS UPLIFT LOAD CONNECTOR
BETWEEN WALL STUDS AND FLOOR TRUSSES
1 1/-?" DIAMETER CONT.
HAND ;AIL
BALUSTER
SPACING REJECT 4"
DIA.
1 P R
UP TO HEIGHT OF 34" - BOTTOM RAIL OR CURB
MUST REJECT 2" DIA. SPHERE
STAIR TREAD AND RISER CALCULATION
(2) RISERS + (1) TREAD = 24" (MIN.) TO 25" (MAX,)
REFER TO FLOOR PLAN FOR NUMBER OF TREADS AND RISERS
HANDRAIL WITH CIRCULAR CROSS
SECTION DIAMETER BTWN. 1 1/2"
TO 2", OR PROVIDE CROSS SECTION TOTAL STRIP, RUN
OF EQUIVALENT GR,4SPABILITY MINIMUMTREAD (NOT INCLUDING NOSING) _
PERFORMANCE 2x8 BLOCKING BEHIND HANDRAIL
TOP AT 39" ABOVE EDGE OF TREAD
NOTE: PICKETS SHALL BE PLACED NO
GREATER THAN 4" D.C.
z
0
mcn
^
Q�
ui_
1x10 STRINGER
1" NOSING
2x12 TREAD
3/4" PLYWD. /
" o RISER /
o W /
�m
Q /
/
/
/
/ 2x4 P.T.
/ KICK PLATE
/ / /
X-3/4" PLYWOOD
1' NOSING / FLOORING
/ 1 FLOOR TRUSS
NAIL (2)2x4 TO BOTTOM OF
FLOOR TRUSS 12" OR LESS IN
/ / { DEPTH
/ 2x8 STAIR LEDGER CONNECT TO
FLOOR TRUSS W/ (2)10d NAILS AT
6" Q.C. MAX. OR EQUIVALENT
L CONNECT CARRIAGE TO LEDGER W/
(2)104 TOE -NAILED COMMONS
STAGGERED EA. SIDE
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. PAIL
CONT. 20 BOT. RAIL- CONNECT
TO FLR. TRUSS W!/ (4)164 NAIL`.
(20 P.T. IF IN CONTACT W/ CO
ALTERNATE FLR.
TRUSS END RAILS
IN LIEU OF 2x4 BLKG. BTWN. RAILS
AS PART OF FLR. TRUSS END CONST.
(�-- � 2x4 SYP J2 STUDS § 16' O.C.
!/ 3'4" PLYWOOD
F�OOR PRE-ENG'D. FLOOR
TRUSSES @ 24" RC.
7016' MIN. STRUCTURAL WALL IL
SHEATHING
TOP
OOFROTRUSS BLDOOR TRUHORDSSOF 7 --:
CONNECT PLYWD. RISER TO II
TREAD'49TH {4) 3d NAILS
GYPSUM BOAPO 2x4 DIAPHPAM BLOCKING @24'" Q.C.
NAILS" CQNIINUOUS ACROSS 1st (2) TRUSS BAYS
AND
CONNECT
CT TO EA. BOTTOM CHORD W/ (4)
2x12 CARRIAGE .4T SIDES AND
CENTER OF STAIRS WITH 2x6 "9ETA2Q" STRAP 9 24" O.C. PROVIDE SOLID 2x4
SPACER AT SIDE WALLS BLOC,X NG BET'NEEN TOP & BOT. CHORDS VHERE
CONNECT SPACER TO E.A. STUD STRAP DOES NOT ALIGN W/ TRUSS VERTICAL.
Vd/ (2) 10d CO3MMONS
ALT, DETAIL , FLOOR TRUSS -
PARALLEL TO WALL
RUSSP,ARALLELTOALL
TYPICAL STAIR SECTION
SCALE: V.T.S.
Noull IIlk, UJSEJ 011
AT 24" O.C.-
W/ (2)164 �,,Ih
TOE -NAILED TO
SIMPSC
2x STUDS A
16" O.C.
FLR. TP,US:
24" 0
OF PLAN FOR REQ'D,
P AT EA. MEiMBER
-REFER TO HEADER
SCHED. FOR SIZES
;IMPSON "DSP"
AT 15" O.C.
ROSS HDR. SPAN
MPSON "LSTA24"
STRAP AT
IR. STUD TO BEAM
x4 0R 2x6 RIM BD. BTWJN.
_R. TRUSS -- CONNECT TO
;USS IN/ (4)I6d NAILS (2x4)
(6)154 NAILS (2x6)
2x4 P.T. REM BD. BTWN.
FLR. TRUSS -- CONNECT
0 TRUSS W/ (4)164 NAILS
DBL. 20 SOLID BLKG,
BELOW HDR. STUDS
OF OPNGS. > 5'-0"
�P AT 24" O.C. MAX. AT
FLR. TRUSS PERP. TO WALL OR
24" G.C. AT GABLE END TRUSS
2 -STY EXT. FRAME
WALL CONNECTOR DEVIL
NO STRUCTURAL MEM E" OR BLDG. SERVICE SHALL PENETRATE THE
FIRE RATED SHAFT WALL BETWEEN UNITS. ASPHALT SHINGLES ON
STRUCTURAL SHEATHING
4'-0" MIN.ELACH SIDE OF CENTER LINE OF WALL - (SEE ROOF NAILING PATTERN)
PROVIDE FIRE RETARDANT TREATED WOOD ROOF AND PRE-ENG'RED ROOF
SHEATHING TRUSSES AT 24" O.C.
SHINGLES (ATTACH W/ GALV. METAL ROOFING NAILS PER Q I ��PP,OVIDE CONT. FIRE CAULK OR �P,ADLANT
hLANUF. INSTALLATION DETAILS) OVER, 15# FELT RA;(E TIE BEAhd'd1% (i) 5 CONT. FIRE'NOOL @ ROOF SHEATHING BARRIER
(2" SIDE LAP / 4" END LAP AND GAP NAILS L MAINTAIN 2' CLE,ARA�NC� 4 � �D RAKE BEAM CONSTRUCTION
AND
AT 12" O.C.-EDGE, 24° O.C.-FIELD) ON TO REBAR ��OM TO, O� BEAM �
JOINT
7,/16" SPAN RATED STRUCTURAL SHEATHING o z
(SEE ROOF NAILING PATTERN) AND —R-33 INSULATION o PRE-ENGINEERED
PRE-ENG'RED ROOF TRUSSES AT 24" O.C. ROOF TRUSSES
ti AT 24' O.C.
HURR. STRAP AT EA, TRUSS 12
SEE ROOF PLAN PER ��)� �� i
CON ` ELEV. 2x4 DBL. PLATE W
S141PSON SP2 AT EA. STUD aR-38 INSULATION
1/2" GYPSUhI BD.
A
i j
1+ I t
1/2" GYPSUM BD. SINGLE 9x8xi5 CONC. FOAM CORE FILL INSULATION IN ALL OPEN
4'-0"
KNOCKOUT BLK. COURSE CMU WALL CELLS - REFER TO ENERGY
- FILL IN/ CONC. AND CALCULATION FOR R -VALUE
DRIP EDGE / 12" DIAPHRAM AREA o 1-95 BAP, CONT.
OVER FASCIA FASTEN W/ 5d NAILS AT 4" O.C.
i EhIAINDER AT 7" O.C. 1%�'� DRY\V,ALI OVER DBL. 1x2 P.T.
R
o AT O.C. (MAX.)
FASCIA MATERIAL 8x8xi6 2 HR. FIRE-P,,4TED
2x4/2x6 SUBFASCI,A ro o CMU 'NALL
REFER TO SUBD. '
CJ 'J
SPECIFICATIONS Y
FOR FASCIA MATERIAL x5 VERT. BAR TIED INTO #5 BAR
R-1"1 MIN. INSULATION- OVrEL AND IOP COURSE {?EBAR AT
REFER TO ENERGY CALCULATION ro EA. REINF. CONC. FILLED BLOCK CELL
FOR REQUIRED INSULATION R -VALUE AS LOCATED PER PLANS
CONT. ALUM.
VENTED SOFFIT 2x4 SYP STUDS AT 16" O.C. 9 8'-1 1/8" WALLS
7/8" THK. CEMENT PLASTER OVER 2X6 SPF STUDS AT 16' O.C. @ WALLS > 8'-1 1/8" H. 3/4" TW PLYWOOD FLOOR" NAILED &
7,''16" MIN. STRUCTURAL WALL / O GLUED W/ 8d NAILS AT 12" O.C. IN FIELD
OF
/4"x 2P.T. W 1 P,OVJS —AND 6n Q.C. AT PANEL EDGES
SHEATHING -SEE DETAIL FOR OF 1; 4°x 4 TAPCQNS AT z
REQ'D. NAILING PATTERN r- CONT. 2x4 PLATE 12" O.C.- STAGGERED PROVIDE DRAFTSTOPPING TO SEPARATE CEILING
3/4" T&G PLYWOOD FLOOR -NAILED & AREAS NO GREATER THAN 5DO S.F.
� 3/4" PLY'dJ00D
CONT. 2x4 TOP RAIL -CONNECT GLUED W/ 8d NAILS AT 12" O.C. IN FIELD DECKING
TO FLR. TRUSS W/ (4)164 NAILS AND 6" O.C. AT PANEL EDGES R -1
2X4 WOOD BLOCK BYi -PROVIDE DRAFTSTOPPING TO SEPARATE
TRUSS MANUFACTURER %% CEILING AREAS NO GREATER THAN 500 S. F.
CONT. 2x4 PT BOTTOM RAIL -CONNECT
TO FLR. TRUSS 4V/ (4)16d NAILS PRE-ENG'RED. FLR, TRUSSES AT
-ENG TRUSSES DOUBLE 8x8x16 CONC.
24" O.C. (MAX.) STAGGERED
Pf 1
a U87NN. ADJ, UNITS
CONTINUOUS PUC MID WALL 2 ." O.C. (M KNOCKOUT BLK. COURSE
4,;. - FD.
STUCCO WEEP SCREED FILL UT CONC. AND 1/2" GYPSUM B
1 - BAR CONT.
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FILL ,ALL HOLES W/ NAILS 0 GARAGE CEILING W
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E.A. VERT. CHORD (24" O.C. MAX.) 7� o
II REMAINDER AT 7" O.C. ro
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II ABV. TYP. WDW. AND DOOR OPNGS.
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II EA. REINF. CONC. FILLED BLOCK CELL
II OPEN CMU WALL CELLS - REFER TO AS LOCATED PER PLANS
II ENERGY CALCULATION FOR R -VALUE
11 U5 VERT. BAR TIED INTO ,R5 BAR
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ii MONOLITHIC SLAB FOOTING
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CONT. 2x6 TOP RAIL- CONNTEC
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EXT. SHEATHING NAILING PATTER
PROVIDE 8d NAILS AT 3" O.C.
(2) ROWS AT 2x6 TOP RAIL
(1) ROW AT 2x4 BOT. PAIL
CONT. 20 BOT. RAIL- CONNECT
TO FLR. TRUSS W!/ (4)164 NAIL`.
(20 P.T. IF IN CONTACT W/ CO
ALTERNATE FLR.
TRUSS END RAILS
IN LIEU OF 2x4 BLKG. BTWN. RAILS
AS PART OF FLR. TRUSS END CONST.
(�-- � 2x4 SYP J2 STUDS § 16' O.C.
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AND
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CT TO EA. BOTTOM CHORD W/ (4)
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ALT, DETAIL , FLOOR TRUSS -
PARALLEL TO WALL
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SCALE: V.T.S.
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OF PLAN FOR REQ'D,
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2 -STY EXT. FRAME
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NO STRUCTURAL MEM E" OR BLDG. SERVICE SHALL PENETRATE THE
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STRUCTURAL SHEATHING
4'-0" MIN.ELACH SIDE OF CENTER LINE OF WALL - (SEE ROOF NAILING PATTERN)
PROVIDE FIRE RETARDANT TREATED WOOD ROOF AND PRE-ENG'RED ROOF
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AND
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KNOCKOUT BLK. COURSE CMU WALL CELLS - REFER TO ENERGY
- FILL IN/ CONC. AND CALCULATION FOR R -VALUE
DRIP EDGE / 12" DIAPHRAM AREA o 1-95 BAP, CONT.
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REFER TO SUBD. '
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FOR REQUIRED INSULATION R -VALUE AS LOCATED PER PLANS
CONT. ALUM.
VENTED SOFFIT 2x4 SYP STUDS AT 16" O.C. 9 8'-1 1/8" WALLS
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7,''16" MIN. STRUCTURAL WALL / O GLUED W/ 8d NAILS AT 12" O.C. IN FIELD
OF
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3/4" T&G PLYWOOD FLOOR -NAILED & AREAS NO GREATER THAN 5DO S.F.
� 3/4" PLY'dJ00D
CONT. 2x4 TOP RAIL -CONNECT GLUED W/ 8d NAILS AT 12" O.C. IN FIELD DECKING
TO FLR. TRUSS W/ (4)164 NAILS AND 6" O.C. AT PANEL EDGES R -1
2X4 WOOD BLOCK BYi -PROVIDE DRAFTSTOPPING TO SEPARATE
TRUSS MANUFACTURER %% CEILING AREAS NO GREATER THAN 500 S. F.
CONT. 2x4 PT BOTTOM RAIL -CONNECT
TO FLR. TRUSS 4V/ (4)16d NAILS PRE-ENG'RED. FLR, TRUSSES AT
-ENG TRUSSES DOUBLE 8x8x16 CONC.
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II OPEN CMU WALL CELLS - REFER TO AS LOCATED PER PLANS
II ENERGY CALCULATION FOR R -VALUE
11 U5 VERT. BAR TIED INTO ,R5 BAR
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II1 3 1/2" MIN. CONIC. SLAB
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SCALE: 1/2"=1'-Q" SCALE: 1/2n =1'-0n
LATEST REVISION
DATE TO DIASTER:
02-20-12
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