HomeMy WebLinkAbout217 Clydesdale Cir 04-310 New SFHPERMIT ADDRES
CONTRACTOR
ADDRESS D R Horton
6250 Hazeltine Nat'l Dr #102
Orlando, FL 32822
(407)857-9101
CBC 055300
PHONE NUMBER
PROPERTY OWNER
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
FEE
FEE
SUBDIVISION
PERMIT # CA DATE 1` O 003
PERMIT DESCRIPTION !VS Q,
PERMIT VALUATION to\m L%`0
SQUARE FOOTAGE amol
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DESIGN CRITERIA:
• FLORIDA BUILDING CODE (FBC) 2001
*OCCUPANCY- ]RESIDENTIAL - GROUP R
• CONSTRUCTION TYPE- VI
2-STORY RESIDENCE: BLDG HGT 23'-6"
SPECIFIC PARAMETERS FROM FBC 2001 CH.1606 USED FOR DESIGN INCLUDE:
• SSTD-10
• CONCRETE MASONRY RESIDENTIAL CONSTRUCTION
• WOOD FRAME CONSTRUCTION MANUAL
• WOOD PRODUCTS PROMOTION COUNCIL
• AMERICAN SOCIETY OF CIVIL ENGINEERS
1. ALLOWABLE UNIT STRESS AND DESIGN CRITERIA:
A. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318
B. FLORIDA BUILDING CODE (FBC) 2001
2. SOIL
A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 PSI FOR
CONTINUOUS WALL FOOTINGS.
3. CONCRETE AND REINFORCING
A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND WITH
SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDING ACI 301.
B. ALL CONCRETE SHALL DEVELOP MINIMUM COMPRESSIVE STRENGTH OF 2500
PSI IN 28 DAYS
C. REINFORCING BARS SHALL CONFORM TO ASIM A615 A616 OR 617, GRADE 40
4. DESIGN LOADS
A. IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC) 2001 CHAPTER 16
ROOF LIVE LOADS OF 20 PST, DEAD LOAD 17 PSF
WIND LOADS IN ACCORDANCE; WITH FBC, SECTION 1606, 2001 EDITION FOR
120 MPH 3 SEC GUST REGION, INTERIOR PARTITIONS PSF
PERPENDICULAR TO WALL FACE
(DETERMINATION OF WIND FORCES AS PER FBC, SECTION 1606.1)
B. STRUCTUAL LOADS
FLOORS ® SLEEPING AREA 33OPSF LIVE 1OPSF DEAD
FLOORS IN NON —SLEEPING AREA-40PSF LIVE 1OPSF DEAD
BALCONIES-40PSF LIVE 10PST DEAD
DECKS-40PSF LIVE 1OPSF DIEAD
STAIRS-40PSF LIVE 10PSF DEAD
ROOFS-20PSF LIVE 17PSF DEAD
C. BASIC WIND SPEED MPH (M/S)= 120
D. INTERNAL PRESSURE CO—EFFICENT=+ ,.18
E. BUILDING CATEGORY=B, USE IMPORTANCE FACTOR 1.0
5. LUMBER
A. ALL STRUCTURAL. LUMBER SHALL BE #2 SYP. ALL STUDS SHALL BE #2 GRADE OR
BETTER SPF.(ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR
MASONRY SHALL BE PRESSUIRE TREATED)
6. TRUSSES
A. PRE—ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH
FBC 2001 EDITION.
TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR
APPROVAL PRIOR TO FABRICATION.
7. GARAGE DOOR/ WINDOWS/ DOOR
A. ENGINEERED FOR 120 MPH ,3 SEC.GUST MIN. WIND LOAD
B. DETAIL TO BE SUPPLIED BY MANUFACTOR ENG.SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
INDEX:
OVER PAGE
FOUNDATION/DOWEL PLAN
LINTEL, SCHEDULE
WIND LOAD CALCULATIONS
1ST FLOOR PLAN
?ND FLOOR PLAN
ELEVATION "A" FRONT/REAR
ELEVATION "B" FRONT/REAR
ELEVATION "C" FRONT/REAR
ELEVATION "D" FRONT/REAR
REAR
ELEVATION ' A" LEFT IGHT
ELEVAUION "B" LEFT/RIGHT
ELEVAUION "C" LEFT/RIGHT
ELEVAUION "D" LEFT/RIGHT
TRUSS PLAN
TRUSS PLAN
TRUSS PLAN
TRUSS PLAN
ELECTIRICAL PLAN
ELECTIRICAL PLAN
ELECTIRICAL PLAN
2879
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4
www. drhorton. com
CBC055300
6250 Hazeltine National Drive Orlando, FL. 32822
Tel (407) 857-9101 Fax (407) 857-9228
D.R. HORTON HOMES
6250 Hazeltine National Drive
Orlando, FL 32822
Tel: (407) 857-9101
Fax: (407) 857-9228
STATE OF FLORIDA
PROFESSIONAL ARCHITECT
JIM CANTWELL
AR 12079
A.B. DESIGN GROUP, INC.
1441, CR.#427 NORTH
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078 Fax:
(407) 774-4078
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MR-MIT&q.
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PH#2
MODEL:
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PLAN
DATE: 9/25/03
Sc AJLE: V4' ■ 1'-®'
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DATE: 8/29/03
SCALE: 14'.l'-m'
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992879
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(:DATE-- 9/25/03
SCALE: V4'■1'—�'
SHEET
5 C ®g 7
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FLOOR FRAMING PLAN
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FHETA-l(-w END 4 EVERY 32' O.C.
CON PARALLEL FLOOR JOIST.
II II II II II II
M II II MI
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M
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TRUSS PLAN
NOTE:
CONNECTORS TO BE SIMPSON U.N.O.
*TRUSS TO BLK META-16 11/12-I06 X 1 1/2"
-TRUSS TO WOOD MTS-12 W/14=10d X 1 1/2"
2X4 COLLAR TIE
EVERY OTHER RAFTER
2X RAFTER
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ALL
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MODEL:
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BLOCK
9' 4" BRG.
TRUSS
]FRAMING
PLAN- AS
DATE: 9 /2 5 /0 3
SCALE: V41811-01
ENTRY COLUMN DETAIL
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ROOM
/
I /
I �
1
i
KITCHEN
0—Q
OPT.
ISLAND
RANGE
OPT.
REF_ - - F I - J
GF I
1
DINING
ROOM
FOYER
LIVING
ROOM
OUTLET FOR �
OPT. GARAGE.
DOOR OPENEI<2
-------------'------- fw
------------- ------ '
GOAGH COACH j
LIGHT
6
LIGHT,
----- -- GFI
ELECTRICAL LEGEND
SYM50L
DEFINITION
NOTES
SYM50L
DEFINITION
NOTES
IIOV OUTLET
4' LIC,HT STRIP
I
IIOV OUTLET
I/2 of oUt!_l=T
WIRED To
SWITCH
FLO NT
LIGHT
WRAP AROUND
GFI
110V OUTLET
EQUIPED WITH
GROUND FAULT
INTERUPTER
_
2' FLOURECENT
— — — — �
4' FLOURECENT
6
220V OUTLET
®
PANEL
L�WP.
GFI
I I
EXTERIOR
WATERPROOF
OUTLET
METER
O .D _
DETEOCTOR
GATT. BACK-UP
W/ HARDWIRE
INTER-
CONNECTED
SWITCHcJ'
SWITCH
3-WAY OPER
PENDANT
LIGHT
4
SWITCH
4-WAY OPER
.
TELEPHONE
JACK
n
YMOUNTED
WALL
LIGH
Q�C
AIR COND_
DISCONNECT
FILING LIGHT
[WLUH
WATER NEATER
DISCONNECT
TV
TELEVISION
JACK
`Ol
YP
VAPOR PRO
LIGHT
CEILING
FAN/LIGHT
CEILING BOX
REQUIRED TO
BE SUPPORTED
IN ACCORDANCE
W/ PDX MARKED
A$ SUCH FOR
INS CTION
RECESSED
CAN
VENT. FAN
MIN. I CFM
PER 5Q. FT.
4
FLOOD
LIGHT
N
VENT. FAN
W/LIGHT
MIN. I CFM
PER SQ. FT.
INTERCOM
SPEAKER
12'LIGHT
STRIP
200 AMP
METER BASE < METER
MAIN DISCONNECT COMBO
SQUARED
200
A"IP.
MAIN
DISC.
SERVICE BY
POWER CO.
/0 ALU. CABLE
TYP.
200 AMP
INSIDE
PANEL
04 COPPER TO 5/8' GROUND ROD
ALSO SERVICE TO BE BONDED TO FOc
ELECTRICAL_ R
NOTE:
ELECTRICAL MATERIALS AND INSTALLATION
COMPLY W/ APPLICABLE PROVISIONS OF TF
ELEC. CODE, LOCAL CODES, AND THE LOLL
211
ELECTRICAL PLAI\
LOC. OF T.V. AND PH. OUTLETS 4 FAN TO BE VERIFIED
,wHOMEOWNER PRECONSTRUCTION MEETING
NOTE:
*ALL RECEPTACLES IN SLEEPING ROOMS
TO �3E ARG FAULT.(NEC 210-12)
NOTE:
*20 AMP DEDICATED LAUNDRY CIRCUIT.
A/C
DISC.
*14 COPPER TO
I I/LIT" 1 /MITI -
LIGHT 4 SWITCH
W/ pFT. DOOR
^( I 4
OWNRO 9 S BATH
ELECTRICAL PLAN
TO
MAIN
PLUMBING RISER DIAGRAM
3" VTR
ITCHEN
INK W/
rO VENT
BAKERS
CROSSING
LOT#58
PH#2
MO DEL:
BLOCK
9' 4" B RG.
1st ]FLOOR
ELECTRIC
mommmmmo
DATE: 9/25/03
SCALE: V41011-01
SHEET
7 OF 7
ELECTTRICAL LEGENp
5YM50L DEFINITION NOTES 5YM50L EFINITION NOTES
110V OUTLET 4' LIGHT STRIP
WI OF ouTLET FLOLT
110V OUTLET WIRED TO � LIGHT IGHT WRAP AROUND
SWITCH
E=IPED WITH _ 2' FLOURECENT
110V OUTLET GROUND FAULT
GFI INTERUPTER
�J
4' FLOURl=CENT
6 220V OUTLET ® PANEL
�fJJ EXTERIOR METER
�GFI WATERPROOF
OUTLET SMOKE SATT. SACK -UP
HARDWIRE
SWITGH C�S.p. DETECTOR W/ INTER-
CONNECTED
�( PENDANT
SWITCH 3-WAY OPER /�j`�'J\ LIC:HT
/ I �4 SWITCH 4-WAY OPER ® TELEPHONE
JACK
OPTIONAL i I I WALL [AJIG AIR COND.
i
BDRM. 5 ��� S p I OUNTFD LIGH DISCONNEGT
WATER HEATER
FWH
EILING LIGHTDISCONNECT
TV. TELEVISION
VAPOR PRO JACK C 557
yP LIGHT UIRED TO
CEILING BE QSUPPORTED
iOl RECESSED FAN/LIGHT IN ACCORDANCE
J CAN W/ BOX MARKED
45 SUCH FOP,
VENT. FAN
PESQF t. INSPECTION
FLOOD
VENT. FAN MIN. I GFM LIGHT
W/LIGHT PER SQ. FT.
/ INTERCOM
2' LIGHT STRIP SPEAKER
OP • BD•YM• 5
1 1Y
)OPT. BUR1f. & BATH II
l \
Y�11
ELECTRICAL PLAN
LOC. OF T.V. AND PH. OUTLETS s FAN TO 5E VERIFIED
HOMEOWNER PRECONSTRUCTION MEETING
NOTE.
*ALL RECEPTACLES IN SLEEPING ROOMS
TO 5E ARC; FAULT.(NEC 210-12)
SEP
BAKERS
CROSSING
LOT#58
PH#2
MODEL:
"287 ^- L"
BLOCK
9'4"BRG.
LFLOOR
ECTRIC
(DATE: 9/25/03
SCALE: v4'■l'-®'
SHEET
7 AOF 7
JF,
W
24"X24"X12" CONC. PAD
W/3—#5 BARS E.W. ■ ■
(ON CHAIRS) 4 1/2"
MIN. 3" COVERS
(2 TYPJ r—j
Oi 3 1/2" THK.
4 �► CONC. SLA5 I 0
1 1
c!�
—_3 1/2"
DI 1
L-0
A
FIN. L>NI R
�) FOUNDATION PLAN
�) REAR ELEVATION
�) LEFT ELEVATION
RIGHT SIM.
011
PRECAST
-----------
�t
-1
COV. PORCH
u4U1l
I
I
I 8068 S.C-s.D.
I
(�) FLOOR
PLAN
OPT. C. PORCH
C�
TRUSS PLAN ACLU -SPAN
*CONNECTORS TO BE SIMP50N U.N.O.
*TRUSS HANGERS TO 5 E SUPPLIED 4
ENG'D. BY TRUSS CO.
*TRUSS TO BLK META-16 W/ (12) lOoIX1-1/2
+TRUSS TO WOOD MTS -12 W/ (14) 10c1X1-1/2
OPT. C. POPCII �s�
TRUSS PLAN C.C.A.
*CONNECTORS TO BE SIMPSON U.N.O.
*TRUSS HANGERS TO BE SUPPLIED 4
ENG'D. BY TRUSS CO.
*TRUSS TO E3LK META-16 W/ (12) 106X1-1/2
*TRUSS TO WOOD MT5-12 W/ (14) lOoIX1-1/2
0
01
LINTL;L SCHEDULE
wl0
5FO-05AT
Tm VTC
LINTEL SCHEDULE
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L 10
9' —4"
5F8-18/1T
OPT. COV. PORCH
L 11
14'-6"
8F8-15/1T
OPT. COV. PORCH
L 12
9'-4"
5F8-18/lT
OPT. COV. PORCH
�,) ELECTRICAL PLAN
BAKERSI
CROSSINt
,OT# 58
PH#2
MODEL:
" 2 8 7 9- L"
BLOCK
9' 4" BRG.
OPT COVERD
PORCH
(DATE: 9/25/03
SCALE: V4'■l'-id'
SHEET
7 B OF 7
SF-4 16" O.G./EA. STUD 2X4 DBL TOP PLATE 2X4 MID 2X4 MID -WALL MID -WALL 2X4
MI ANCHOR BOLTS AT 3' O.C.
MIN. 6" EMBEDMENT 1/2" X 9"
6"X6" #10 W.W.M. /#5 REBAR SET IN 2000 1/2" X 9" A.B. 3 2 " O.C. 2X4 MID -WALL 1/2" X 9" A.B. 32" O.C. BLKG 2" ABV. CONC.
Q r SLAB/6O MIN EMBEDMENT (0 EMBEDMENT BLKG (o Et-15EDMENT 2X4 STUD 2X4 STUD =
lro " O.G. MAX. l(0 " O.C. MAX. "x6 ° #10 W.W.M.
"x6" #Im W.W.M. 2X4 P.T. SF-4 l�" O.C./EA. STUD
SP-4 16" O.C./EA. STUD--, BT PLATE 2X4 P.T. BT PLATE �' 2X4 P.T. BT PLATE
(2) CONT. *5 REBARS I'-4" Cz LO
° O O
m }CONC. SLAB 4„ 4„ @ CONC. 5LAB 4„ 1'-8" 4 z Q CONC. SLAB _ I'_4 2-#5'5 ON CHAIRS
2 � s CONT.
TYP. RETROFIT FOR ALL 1'-roil � 3 #5 s CONT. � 2 #5's CONT. 4 I Oil
4
TYP. WALL SECTION „ OMITTED FOUNDATION DOWELS in
WOOD FRAI IE FOOTING
BLK. SINGLE STORY fNTERIOiR' BEAR'fNG I�AL.L
INTEfiRICR BEARING WALL_ INTERIOR BEARING W,4LL/NO UPLIFT
� 1= SToR�I' � � 2 - STORY 2 1- SToiRY
3 1/2" HEAD OF GARAGE 3 1/2" HEAD OF GARAGE . -05 DOWEL BAR(ONE SIDE 05 DOWEL BARS #5 DOWEL BARS
(VARIE5 WITH SLOPE) (VARIE5 WITH SLOPE) OF DOOR IF NEEDED) DIM VARIES � 5/8° � � DIM VARIES
9" ANCHOR BOLTS AT 3' O.C. 9" ANCHOR BOLTS AT 3' O.C. �f 5/8" G B II 6"X6" #10 W.W.M. � 5/8" CURB II �°'X�o" #lO W.W.M. CURB. #
MIN 6 EMBEDMENT II 6 X6 lm W.W.M.
ONLY IF UPLIFT ON WALL �°X6" #lm W.W.M. II
N MIN 6" EMBEDMENT EXTEND 1 1/2"
m 6 "X6" #lm W.W.M. RECESS /2" � � � � � >
= 0
4 v c o 0 0 no I 4" 2-45'S ON CHAIRS no
c� (3-5'5 W/2-5TORY)
2-#S'S ON CHAIRS
all _ SINGLE C3-5'S W/2-STORY) SI NGL�
I' -Oil 1 8 3 #5'5 ON CHAIRS STORY STORY
2 05'5 ON CHAIRS I'-8"
TLUO Al AF
THICKEN EDGE GARAGIE CURB STOP INSIDE FTG. AT GARAGE STEP-UP STORY STWO
TORY
INSIDE FTG. AT GARAGE STEP-UP GARAGE 5ERVICE/POOL
I -STORY BEARING WALL 2-STORY BEARING WALL DOOR RECE55 8 GARAGE CURB 8 CARAC-xE CURB
CONC. SLAB OVER CLEAN,
(3)
COMPACT TERMITE TREATED
# 5 RODS EA. WAY ON 8" CMU L, � MIL. VIS. VAPOR
CHAIRS (MIN. 3" COVER)
-� TOP CORD BLOCKING AT 4'
411 61,X6" #10 W.W.M. O.C. MAX. IN FIRST 2 FRAMING
z
GRADE m SLIDING DOOR TRACK SPACES AT EACH END.
c� SLOPE CONC. RAFTER OR TRUSS
2' -0" TO FRONT(1/4"-1/2 ") -' I ROOF SHEATHING LAYOUT ROOF SHEATH
GARAGE SLAB
ING =
CURB WALL �" cc�Nc nRlV�llldr' - n n n
M
24"X24" EXT. PAD
A
� 1/2 °
/,'-\ SLAB AT SL. GLASS DOOR
- - .. _ . _ • _.. _ �.. ,
GARAGE
BEYOUND
GARAGE DOOR
- -
3 #5's CONY.
I _S„ 3" MIN. COVER
,41Np ENpUJA!-!� B�',4C INCH
FOR GABLE END FRAM ING
Cl
z
Q
-
OPENING :1
1 �� 2-STORY FOOTING n BUILDING LENGTH
#8d GUN NAILS @4" O.C_ #86 GUN NAILS �
II II TOP 4 BOTTOM EDGE5 6" O.C. IN FIELD
II II q
POURED LENTIL TO BE II II p
cn Q Q
o CONT. (TYP) REBAR II II OUTSIDE BAR
2X WALL FRAMING II II CONTINUOUS m '
(3) 1/2"X8" ANCHOR BOLTS Q
8" CMU FILLED or (3) 1/2"XS" J-BOLTS = _ _ _ _ _i� z lu ; z z '
CELL (TYP.) .. /' MIN. 6" EMBEDMENT = — — — — — @ z
1-3 W/ 2 "X2 "X1/S WASHER AND kn � j : '� U
IT
NUT SPACED EVENL tr FROM cif 0
0 EXT. FRAME WALL TO 25" MIN. LAP TYP. EXTERIOR 5HEATHING
BLOCK WALL CONNECTION FLOOR TO BOND BEAM. SET TYP_ REBAR LAP �4 ATTACI-�1„1ENT FOR ROOF SHEATHING IN JOINTS PRIOR TO FILLING:
CORNERS @
` (SLEEVED ANCHOR IIN SOLID NOTE:
POUR ACCEPTABLE RETROFIT) 2-#5's REBAR a 1 STORY WHEN GLUED TO (ROOF 1" IEt-1 ER
3-05's REBAR 2 &TORY '^ EDGE5 4 10°-12° IN FEILD
T`1'P. EXTERIOR 5HEATHIING ATTACHI LENT
POURED LENTIL FOR SNEAK AND UPLIFT
0',' CONT. (TYP) C0.55. TO BE STRUCTURAL GRADE)
v:d
CONNECTORS FROM PLATE TO 5TUD TO PLATE
E30NID
E Z PRE -CAST HDR. SIDES:
BG7ND ARE NOT REQUIRED EXCEPT AT OPENINGS
BEEAM 2X6 GARAGE DOOR BUCK W/
TIE TO HORZ. BARS w (3) 1/2"XS" ANCHOR BOLTS
8 MIN. EMBEDMENT or (3) 1/2"X,5" J-DOLTS
0 6" EMBEDMENT MIN.
U 8" CMU FILLED ,a W/ 2 "X2 "X1/8 WASHER AND
HORZ. REINFORCING 01 VERT_ REINF. CELL (TYP.) NUT SPACED EVENLY FROM #
8cl GUN NAILS �
r" KOOK 1 1 1 4.11 IN GROUTED FLOOR TO GARAGE DOOR HDR. 12" O.C. IN FIELD
CELL IN JOINTS PRIOR TO FILLING.
1-2X6 PT BLOCK ,@ CENTER OF
DOOR HEADER W/(1) _j Q .
_ (1) 1/2 XS ANCHOR BOLTS Z U
CLEANOUT REQ'D or (U 1/2"XS" J-BOLTS
76
.; FOR GROUT L IFT 6" EMBEDMENT .
• > 5 FT. UNLESS W/ 2"X2"X1/8 WASHER AND NUT �p
HORZ. REINFORCING z V FOOTING DWL 15
LIJ6 H100K } NOT REQ'D. TYP. FLOOR DECKING
C HORIzONTAL/VERTIICAL REINFORCING 0 ATTACHMENT TO FLOOR JOIST
EA. SHEET TO BE GLUED AT ALL
EXPOSED JOIST
r
BAKERS
CROSSING
I LOT#58
PH#2
MONOLITHIC
BLOCK
DETAILS
NOTES 00
MMOMON
DATE: 9/25/03
SCALE: V41011-01
SHEET
DI OF 4
2X4 SUB -BAND Q HURRICANE STRAPS
GNASE GROVES,WAVERLEE WOODS 2X4 SUB -BAND � 2X4 SUB -BAND �
CHASE GROVES,WAVERLEE WOODS (SEE TRU55 PLAN CHASE GROVE5,WAVERLEE WOODS 2 "X4" BLOCKING
FEILD STREAM
/
2X6 SUB -BAND � FEILD STREAM FOR CONNECTOR) FEILD STREAM FIRST TWO BAYS E KEHOE,cYPRESS NEAP G
2x6 SUB -BAND a 2x6 SUB -BAND � 4'-0" O.G. MAX METAL LATH
LAKE
WOODS LAKE KEHOE,CYPRESS HEAD LAKE KEHOE,YPRE55 HEAD
ALOMA WOODS —ROOF TRU55E5 ALOMA WOODS ASPHALT SHINGLES
WRAPPED/ALUM FINISHED FASCIA / WRAPPED/ALUM FINISHED FASCIA 2 4 " O.C. WRAPPED/ALUM FINISHED FASCIA OVER #15 FELT OVER -1/16, OSB OR -1/S" TEXTURED
ASPHALTSHINGLES,
#15 FELT R-19 INSULATION _ R-19 INSULATION METAL DRIP EDGE
-i/16" OSB SHEATHING 1/2" PLYWOOD FINISH
�� # / FIBERGLASS SHINGLES s rin, OR I/2" PLY. W/ 15# FELT
1/16 OSB. SHEATHING ON #15 FELT OVER
ow -
OR 1/2" PLY. �/16 OSB. SHEATHING 3/4 T & G PLYWOOD 2X4000NTJ
HURRICANE STRAPS METAL DRIP EDGE SEE TRU55 ENG. -� ROOF TRU55E5 TO BE GLUED
(SEE TRU55 PLAN FOR PROPER 24" O.C. 4 NAILED
FOR CONNECTOR) I/2° cLG. BOARD TEXT. 2X4 5PF STIFFBACK AT BRACING
METAL DRIP EDGE 2X4 DOUBLE PLATE CTYP.) LL UPRIGHTS OVER 4'-10" EM15EDDED
O (US CONT. ALUM. FINISHED VENTED SOFFIT LINTEL STRAP
1X2 FURR STRIPS
SEE TRUSS PLAN FOR CONNECTOR SILL ENG. GABLE TRUSS
ALUM. FINISHED VENTED SOFFIT 1/2" CLG BOARD 4 TEXT. 1/0" TEXTURED FINISH
8" LINTEL BLOCK FILLED ° ° 1/2" DRYWALL ALUM. WINDOW OVER #15 FELT OVER R-19 INSULATION TEXTURED
SEE FLR./ELEV FOR DES. WOOD BASE (TYP.) CMU S
PRE -CAST LINTEL 1/8"TEXTURED FINISH ON 3/4' T 4 G PLYWOOD �/16 0.5.8. SHEATHING
FELT BARRIER OVER GLUED 4 NAILED OR 1/2 PLY'ILL FINISH
ALUM. WINDOW -1/16" 055 SHEATHING OR 1/2" PLY.
SEE FLR./ELEV FOR DES. SILL (SHEATHING MUST BREAK MIN. 1'-4"
FROM 2nd FLR. LINE) FLOOR JOIST/FLOOR TRUSS 2X PLATE SECURE
SEE FRAME PLANS TO DBL TOP PLATE W/ 1/2" CLG. BOARD TEXT. ��� ��®
PRE -CAST SILL 1/2" DRYWALL 2X4 RE-FORCEMENT (CONT.) FOR J015T TYPE 6IMP50N HTC-4 32" O.C. MAX. 2X4 DOUBLE PLATE (TYPJ
2X4 NAILER (CONY.) OR MSTA-24 24" O.G. MAX
PL
all CMU R-4.2 INSULATION O (PS CONY. SE
ER HDR 51ZZEAN
IX2 P.T. FURRING STRIPS FUR JSTHETTOI BLK 1X2 FURRING STRIPS ALUM. WINDOW f5AND D E TA I L
TEXTURED FINISH 1/4" SEE FLR./ELEv FOR DES. SILL �
\ WOOD BASE 8" LINTEL CLOCK FILLED ° 1/2" DRYWALL
1/16" OSB SHEATHING WOOD 5A5E (TYP.)
PRE -CAST LINTEL OR 1/2" PLY. UNDER
o Q FELT BARRIER PRE -FAB TRUSS
<[ ALUM. WINDOW
FLOOR JOIST/
("-611X(oll #10 W.W.M. SEE FLR./ELEV FOR DES. SILL FLOOR TRUSS 1/2" GLCz_ BOARD TEXT.
OR FIBER MESH SEE FRAME PLANS SF-4 32" O.C. STUD—/ 2X4 DBL. TOP PLATE
o REINFORCEMENT FOR J015T TYPE
PRE -CAST SILL CONC. SLAB OVER CLEAN, HETA-16 32 O. C. MAX 1/2 GLG. BOARD 4 TEXT ..
" 1/2" D�z1�UJALL
COMPACT,TERMITE TREATED O (I)S CONS'.
HA z w 50IL OVER 6 MIL V15. VAPOR 2X4 WOOD STUDS
N O} I'-4" 2 #5 GONT. S" CMU BARRIER,W/6X6 #10 WWM 8" LINTEL(BLL€D) IX2 FURRING STRIPS 2X4 CONY. STRESS eI(o" O.C.
TEXTURED FINISH 1/4" _ BLOCKING MID-WALLWOOD BASE (TYP.) PRE -CAST LINTEL 1/2 DRYWALL
2X4 PT. PLATE
eX XSF-4 32" O.C. STUD 1/2 "X9" A.B. 32" O.G.
q ALUM. WINDOW CIUI-I 1A! U}=L,.IFTT\ 6" EMBEDMENT
z (Y SEE FLR./ELEV FOR DES.
T)''F. WAL.L. SECTION SILL � -
(D �L.iG. 1- STOR,t' ° ° " # WOOD BASE CTYP.) CONC. SLAB z
6 X6 10 W.W.M. PRE -CAST SILL 4 4
Z (K 3 #5'5 CONT OR FIBER MESH coNc. SLAB 2 #5's GONT. -°
UA Z RE INFORCEMENT 1' - 4" m
} } „ 1,-8a cMU 6 MIL V16 0 = O VAPOR BARRIER
TEXTURED FINISH 1/4" INTERiOfR SEARING WALL
T�f'. WALL SECTION NOTE: FOR WALLS W/FLOOR LOAD ONLY
ASPHALT SHINGLES OVER 2 0 uu = p0 NOT INSTALL CONNECTORS.
#15 FELT ON 7/16" 0.5.8. i- Q �.m.
2 "X4" BLOCKING
SHEATHING OR 1/2" PLY FIRST TiWO BAYS 2-STOR)' # 2X4 DBL TOP PLATE
METAL DRIP EDGE - 4'- 0 O.C. MAX 6 X6 10 W.WI'1.
IN
O O OR FIBER MESH
2X4 SUR-BAND REINFORCEMENT
CHASE GROVES,WAVERLEE WOODS SEE TRU55 ENG.
FEILD STREAM FOR PROPER ROOF FRAMING W/ CONNECTOR5 z Lu z w
2X6 5UB-BAND a (SEE TRU55 PLAN) } y }
LAKE KEHOE,CYPRE55 HEAD BRACING N 0 = 0 (3) #5'S GONT.
ALOMA WOODS ROOF TRUSSES DBL. TOP PLATE U m U
WRAPPED/ALUM FINISHED FASC1,4 24" OC 1/2" DRY WALL
ENG. GABLE TRUSS R-19 INSULATION CRIPPLE STUDS � I=1R�v� ��00�' ��OGK
2X4 SPF STIFFBACK AT SECOND FLOOR FRAI„I 0.5.
ALL UPRIGHTS OVER 4'-10" 2X4 16" O.C. MAX
(SEE TRUSS ENG. FOR SIZE)
7/S" TEXTURED FINISH � N-EADER (SEE PLANS)
OVER 154* FELT OVER 1/2' CLG. BOARD 4 TEXT. PRE -FAG TRUSS 2X4 PT.
1/16" O.S.B. SHEATHING 2"X4" NAILER CONT, "
I/2" GLG. BOARD � TEXT. TEXTURED FINISH BT. PLATE
OR 1/2" PLY. (2) LAl'Er'S �/16 ON GALV D. META 5 1/2 X 9 A.B W/
O.5.B.5ECURE IEA, SP-4 32 O.C. STUD 2X4 DBL. TOP PLATE LATH FE R TYVE MIN. 6 EMBEDMENT
LAYER , # T •' •• 2" DIA. WASHER
2x4 P.T. PLATE W/ ° W/2 Sd,S S -' 12 O.C. Aow-- HDR. 5TUD(S)/JACK(S, 1/2 DR T WALL ;.;,, ',,
1/2 "X9" ANCHOR BOLTS MAX. 32 O.C. MAXMIN. 6" EMBEDMENT 1/2" X 9" A.B 0R, J-BOLT L5TA 12 2X4 WOOD STUDS #5 RE
CONY.
FULL LENGTH STUD(S)/ 2X4 CONT. STRESS O.G.
W/2" DIA. AT 32" O. G. 32" O.G.MA)X STUD TO HDR, KING STUD(5) SF-4 BLOCKING MID -WALL
SECURE TRUSS TO 2X6 W/
12d 6 -S CONC. FILLED LINTEL T(OP 4 BOTTOM)
�� �� 3/4 T �C� SUBFLOOR r •r
PLYWOOD TO TRUSS NAILING BLK. REINF. (WITH (US ROD GLUED 4 NAILED
4" O. C. a EDGE I
6" 0. C. a IN FEILD
FLR. JST. SIZE SEE FRAME PLAN
8" GMU
TEXTURE FIN15H 1X2 P.T. FURRING STRIPS SHEATHING OVER 2X4'
R-•4.2 INSULATION MAIL PER SCHEDULE 2rld FLR. STUD TO 1 1/2" CLG. BOARD � TEXT.
let FLR. STUD 2X4 DGL. TOP PLATE 00D FF,,A�E TOL
1/21" DRYWALL - _ _ =IT - _ _ - - =I MSTA-3� 32" O.C. I/2" DR1'IUALL
2X4 WOOD STUDS
I I I I I I 2X4 CONT. STRESS O.C.
WOOD BASE I I I I I I BLOCKING MID -WALL
II II
.2X4 PT. PLATE
I I I I ��i
NAIL PER SCHEDULE/ SP-4 32" O.C. � STUD 1/2"X9" A.B. 32" O.C.
II I I BOLT PER FNp. PLAN � MIN. 6" EMBEDMENT
� Z q o o
U 6li #10 W.W.M. CONC. SLAG z 0 2X8 RIDGE } Q-
0 o FP, FIBER MESH , 4 4 y 2X4 COLLAR TIE 0
RE.INFORGEMENT TiP EXTERIOR OPENINC3 IN FRAME 3 #5 S CONT. l -8„ - EVERY OTHER RAFTER �-
z 2X6 RAFTE
} �} W 47
0 } 2 #5 CONT.
ST
U
m
T�I'P. WALL SI=CT I ON
2 - OR,1 2-12d EVERY TRUSS
INTERIOR G=ARIN� WALL, IX6 To
NAILER N RAFTE
3-12d NAILER
NOTE: FOR FLOOR BEARING WALLS
DO NOT INSTALL CONNECTORS.
7/16" O.5.B. 1X5 NAILER
OR 1/2" PLY. 2-12d EVERY TRUSS
BLS. 1-STOR�r (C-:;ABL.E) MINIMI M WALL AND DEADER. CON\/. I=RAMIN DETAIL/VAL
STUD R�UfRMNTB
MAXIMUM HEADER SPAN (Ft.)
UP TO
5'-O" TO
W-0'
4'-I1 1/2'
T-I1 1/2'
AND UP
NUMBER OF HEADER STUDS
SUFFORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGHT STUDS
2
AT EACH END OF HEADER
1
3
MONOLITHIC
BLOCK
DETAILS &
NOTES
i
DATE: 9/25/03
SHEET
D 2 OF 4
# 1000 UFL IFT
SIMPSOM MTS-12
W/1 106 TO TRUSS
AND (2)1/4" X 1 3/4"
TAP CONS TO CONT
POURED LINTEL
# 2000 UPLIFT
(2)5IMPSOM MTS-12
ONE EA. SIDE OF TRL
OPPOSITE SIDE OF E
W/-f 10d TO TRUSS
AND (2)1/4" X 1 3/4"
TAP CONS TO CONT
POURED LINTEL
rRUSS
FINISH 9 LANDING
5 BOND BEAM
TAP CONS
MIN. 2" COVER
2 " APART
TfRUSS ANCI40F� IDETAL=FETFOf(T
9" MIN_
LESS THAN 10'
REQUIRES
I' NOSING
DBL 2X12
FLOOR JOIST -
3/4' PLYWOOD
WITH 4 160
COMMONS NAILED
THRU 3/4" PLYWOOD
INTO EACH STRINGER
NOTE:
STAIRS RISERS TO CONFORM
TO FBC 2001
2R+1T=24"-25"
3/16" MAX. VARIATION IN RISERS/TREADS
ADJACENT TO EACH OTHER
3/5" MAX. VARIATION IN ANY RI5ER/TREAD
HANDRAIL CIRCULAR CROSS SECTION DIA.
TO BE 1 3/4' +-1/4" OR PROVIDE EQUIVALENT
GRASPAB 1 L I TY
WINDERS- MIN. (o' WIDE Q NARROW END
MIN. 11' WIDTH g 12' FROM NARROW END
34' MIN. HANDRAIL HGT.
1X2 PT.TOP OF BOX
DBL. TOP PLATE —
2X4 STUD —\
1/16' OR 15/32' O.S.B.
W/1/6' TEXTURED
FINISHED OVER
GALVINIZED METAL
PAPER BACK LATH
SIMPSON H-5 (MIN.)
2X4 TO TRUSS
PRE. ENG. TRUSS
2X4 BTM.PLATE
3/4' PLYWOOD
2X121 TREAD
CUT TO FIT
1X0 RISER
LESS THHAN 4" TYP,
BETWEEN) SPINDLES
BP4 OR H-5 TOP PLATE Tf0 STUDS
2'-0' ADV. I0'-0' LEVEL TO ROOF
OR 2'-0' ABV. HIGHEST FRIDGE WITHIN V-0'
10' - m'
FRAMED CRICKET
HANG
1' NOSING TYP.
r(1 �
r
5T,4I SECTION DETAILS
C4t1~ IN E T' 7DE T A I L S
SIMPSON H-5 (MIN.
0 2X4 TO TRUSS
5E CT I ON
PRE. EN(S. TRUS
IX2 PT.TOP OF
DBL. TOP PLA
"1/I6' OR 15/32'
W11/e' TEXTURE
FINISHED OVER
GALVINIar) ME
PAPER BACK I
CRICKET
FLAN VIEW
2X4 STUDS FROM TRUSS
STUDS TO DBL. PLATES ABV.
12"
3G " MIN. FINISH
STAID UJ INIDfR IDTA L
ASPHALT 5HINGLE5 OVER
15 FELT ON 7/16' O.S.B. -
(2) 2X4 "2 ND SYP DIAGONAIL BRACE /
W/ 3-12d e EA TRUSS l DIAGONAIL BRACE
TO COVER 5-TRUSSES
2X4 BLOCKING FIRST 2 BAYS
AT SHEATHINGSEAMS
(2) 10d NAILS EA END
TO TRU55
2X4 SYP STIFFBACK
AT ALL UPRIGHTS
OVER 4'-10'
1/16' 05B SHEATHING
USE: 8d NAILS AT
4' co.c. EDGE 4 6' a_c. FIELD
iffmAlsimmisis
2Xr PT. PLATE BOLT W/ 1/2'X9 A.B. COMMON
(W/ 2' DIA. WASHERS) g 32" O.C. MAX. I/2" CLG. BOARD TRUSS 24' OZ.
ON
TRUSS W1 (2)1212d g EA TO
R�9 MIN.
1-+'S REBAR CONT. 2X4 5PF RAT ADJACENT
TO DIAGONAL BRACE.
0'-0" TO 30'-0' (1) 'X' 15RACE
30'-1" TO 60'-O" (3) 'X' BRACE
(1 'X' BRACE t1 CENTER)
(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END)
F-
F SECURE TO 2X4 BLK W/2-12d
RE TQ BLK W/ META-16
— — 2X4X4' SECURE TO TRUSS W/ 3-12d
6'-8' O.C. MAX TYP.
2x4 BLit SECURE THRU TRUS5 W/3-12ds
PER ENrx'D TRUSS 24' O.C. MAX
1'-0'
2'-0"
21-011 EXTENSION OFT 5FERVICE DR.
WO
METAL LATH
-I'/l�o" OSB OR TEXTURED
1/2" PLYWOOD FINISH 1/2" PLYWOOD
1 J/ 150 FELT W/ I5# FELT
SIMPSON
HETA-I(o
2X6 (CONT.)
2X4 (CONT.) 2X FLOOR JOIST -
EXPANSION 2" MIN.
JOINT OVERLAP
SIMPSON
2X6 (CONT.)
2X4 (CONT.)
eMu'S HETA-1( cmu'S
TEXTURED TEXTURED
FINISH FINISH
TWO 5TOiR'I' TWO 5TORY
('2) 2X4 02 ND SYP DIAGONAIL BRACE
W/ 3-12d g EA TRUSS ( DIAGONAIL BRACE
TO COVER 5-TRU66E5
2X4 BLOCKING FIRST 2 BAYS
AT SHEATHING SEAMS
(2) 106 NAILS EA END
TO TRUSS
2X4 SYP 6TIFFBACK
AT ALL UPRIGHTS
OVER 4'-10'
1/16' 05B SHEATHING
USE 8d NAILS AT
4' o.c. EDGE 4 6' o.c. FIELD
2X4 W/ 3/8' X 5
LAG OR SIMPSON HTC-4 ® 32' O.C. MAX.
SHEATHING NAILING TO BE
IN FIELD
4' O.C.®ALL EDGES W/Sd NAILS
FIRST FLOOR ?LOCK
SECOND FLOOR FRAMING
ASPHALT 6HINGLE6 OVER
M 15 FELT ON 1/16' O.S.B. -
1/2' CLG. BOARD
NAIL CONT. RAT RUN EA. TO INSULATION
TRUSS W/ (2) 12d g TRUSS R-19 MIN.
2X4 SYP RAT ADJACENT
TO DIAGONAL BRACE.
DBL TOP PLATE
-2X4 STUD IV O.C. MAX.
BTM.PLATE
FLOOR
ED
HETA-16' FLR JST TO BLK/ �HLRTRUSS
REBAR CONT. e��ell
0'-0" TO 30'-0' (1) 'X' BRACE
30'-1" TO 60'-0" (3) 'X' BRACE
(1 'X' BRACE a CENTER)
(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END)
eA LE END C�055 5F,)/4C(N 2=STO��
o1ozil14�0&qb
LOT#58
PH#2
MONOLITHIC
BLOCK
DETAILS &
SECTIONS
DATE: 9/25/03
SCAT: 1/4101'-01
SHEET
D 3 OF 4
i
REGULATIONS
2 X 4 (MIN 2 X 3) 1-3/1(o TAPCON
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD SIZE 300
2 X 4:
MIN EMBEDMENT 1 1/4')
SECURE to BLOCK
8' FROM EACH END AND 18'
W/3/16' TAPCONS OR DRIVE
PIN (MIN SHANK 51ZE.145
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
O_C. MAX. MIN 1-1/4' EMBEDMENT
MIN HEAD SIZE .300
OR DRIVE PIN (MIN SHANK SIZE.145
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
MIN EMBEDMENT I I/4'
WITHIN 8' OF EACH END 4
MIN HEAP SIZE 300
OR DRIVE PIN (MIN SHANK 51ZE.145
15' O.C. MAX. SPACING.
MIN EMBEDMENT 1 1/4'J
MIN HEAP SIZE 300CEKI
8' FROM EACH END AND IS'
PRECAST HEADER(MIN)
MIN EMBEDMENT 1 1/4')
2 X 6:
O.C. MAX. MIN 1-1/4' EMBEDMENT
8' FROM EACH END AND IS'
SECURE TO BLOCK
W/2-3/16' TAPCONS OR DRIVE
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
O.C. MAX. MIN 1-1/4' EMBEDMENT
EXISTING BLK ABv.
PIN (MIN SHANK 5IZE.145
OR DRIVE PIN (MIN SHANK SIZE.145
LESS THAN
2 X 8 (MIN 2 X 3) 2-3/1(o TAPCON
X-Oi
1/4' TEXTURED FINISH
MIN HEAD SIZE 300
MIN HEAD SIZE 300
16' HIEGHT.
OR DRIVE PIN (MIN SHANK SIZE.145
i/8' TEXTURED FINISH
MIN EMBEDMENT 1 1/4")
WITHIN 8' OF EACH END 4
MIN EMBEDMENT 1 1/4')
MIN HEAD SIZE 300
"'�gr
18' O.G. MAX. SPACING.
8' FROM EACH END AND 18'
MIN EMBEDMENT 1 1/4')
-1/16" 055 SHEATHING
O.G. MAX. MIN 1-1/4' EMBEDMENT
8'FROM EACH END AND IS'
2 X 4 16' O.C. MAX.(WHEN OVER 16' IN HIEGHT.)
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON
1/16' 055 SHEATHING
D.C. MAX. MIN 1-1/4' EMBEDMENT
2 X 4 (WHEN OVER. 16' IN HIEGHT.)
2 X SOLID BLK'G a ARCH
2 X 8:
SECURE TO BLOCK
- -1/2' DRYWALL
OR DRIVE PIN (MIN SHANK 5IZE.145
1/4' TEMPERED MASONITE
SECURE W/2-12d EACH END
W/2-3/16" TAPCONS OR DRIVE a" CMU
I'X4" OR I'X2' P.T. NAILER
MIN HEAD SIZE .300
MIN EMBEDMENT 1 1/4')
2X4 BLOCKS
GLUE 4 NAIL W/Sd'5 8'-12' O.C.
ATTACHMENT PER MANUFACTOR'5 5PEG'5.
PIN (MIN SHANK 6IZE.145
MIN HEAD SIZE .300 -
DOOR GA5 C�
8' FROM EACH END AND IS'
WALL
MTL WDW FRAME
MIN EMBEDMENT I I/4')
NOTE'
O.C. MAX. MIN 1-1/4' EMBEDMENT
WITHIN 8' OF EACH END 4
WITHIN
SHIM AS NEEDED
NOTE: NO GAP 6 WDW FRAME
IS' O.C. MAX. SPACING. DOOR
ATO
B
TO EXGIEEP
1/4'
ATTACH X
DO NOT ECED 1/4".
I D -
UN
A 1RC � UJA"r DETAIL 1 � II ANDI�
A�CPUJA-'
I
D L
PER MANUFACTOR'S DETAILS.
�� JA�5 TO
- v� 11
� OC 1 1�_L
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRIVE PIN (MIN SHANK 5IZE.145 A
PRECAST HEADER(MIN)
PBL. TOP PLATE
MIN HEAD SIZE 300
-(/8" TEXTURED FINISH
MIN EMBEDMENT 1 1/4')
P.T. X 4' MIN.
8" FROM EACH END AND 18'
MORE THAN
SECURE 2 X RIP TO FIT
W/2-12d5 6'-8' O.C. MAX.
�/16' OSB SHEATHING
TH R F
SECURE THUR FRAME ,AND
E
EXTEND 1-1/4' INTO BLOCK
O.C. MAX. MIN 1-1/4' EMBEDMENT
16' HIEGHT.
2 X 4 16' O.C. MAX.(WHEN OVER 16' IN HIEGHT.)
W/3/16' TAPCON5 OR DRIVE
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
PIN (MIN SHANK SIZE.145
OR DRIVE PIN (MIN SHANK 6IZE.145
2 X 4 (WHEN OVER 16' IN HIEGHT.)
MIN HEAD SIZE 3r00
.�---1/y' DRYWALL
MIN HEAD SIZE 300
2 X SOLID BLK'G � ARCH
"
MIN EMBEDMENT 'l 1/4) 8' CMU
1'X4' OR 1'X2" P.T. NAILER
MIN EMBEDMENT 1 1/4')IL
SECURE W/2-12d EACH END
REFER TO MANUFACTURING
8' FROM EACH END AND 18"
DETAILS FOR SPACING.
- DOOR CASING
O.C. MAX. MIN 1-1/4" EMBEDMENT
1116' OSB SHEATHING
OVER 16' IN HIEGHT.)
ATTACHMENT PER MANUFACTOR'S SPEC'5.
MTL WDW FRAME
NOTE:
2 X S (MIN 2 X 3) 2-3/16 TAPCON
2 X 4 16' O.C. MAX.(WHEN
'NOTE: NO GAP a WDW FRI AME
DOOR JAMB
SHIM AS NEEDED
TO PLUMB JAMB
OR DRIVE PIN (MIN SHANK SIZE.145
2X4 BLOCKS
70 EXCEED 1/4'
p0 NOT EXECED I/4'.
MIN HEAD SIZE 300
GMU WALL
MIN EMBEDMENT 1 1/4')
8" FROM EACH END AND 15'
�
TO
E3LOC< / /
O.C. MAX. MIN 1-1/4' EMBEDMENT
ACkUJA� [DETAIL
1(o11 AND OF
NAILING SCHE[DUILE ALL NOTES IN REEERENCoE
ROOF DIAPHRAM
TO EL_C>HI[DA BUIL_®ING
USE T/16' Ob.5. OR 1/2' PLY WITH'S GUN NAILS AT 4' O.C.,AT
SUPPORTED PANEL EDGES AND 'S GUN NAILS AT C. O.C. AT
O1
INTERMEDIATE SUPPORTS. ALSO SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME
USE i8 GUN NAILS * 4' OZ.
SITE CLAN NOTES
EXTERIOR SHEATHING
USE 1/16' OBB. OR 1/2' PLY WITH -S GUN NAILS AT 6' O.C. AT
PANEL SIDES AND -0 GIN NAILS 4' O.C. TOP 4 BOTTOM
1) LOWEST SLAB A7 LIVING AREA SHALL BE MINIMUM IS' ABOVE
PANEL AND -e GUN NAILS AT 6' OC. AT
INTFS MEDIATE SUPPORTS. ALSO SEE DETAIL.
CROWN OF FRONTAGE ROAD OR AS NOTED ON PLANS.
NOTE: GUN NAILS SHALL BE PERMITTED AS AN
ACCEPTABLE FASTENER FROM ANY MANUFACTURER
2) UNLESS OTHERWISE NOTED, THIS BUILDING: IS NOT INTENDED TO BE
CONSTRICTED WITHIN A FLOOD ZONE REQUIRING A FINISH FLR. ELEVATION
NA L REQUIREMENTS
ABV. 105MEAN S- % 122�'L. CONTRACTOR 544ALL VERIFY ELEVATION
OF FINISH FLOOR SLAB WITH SIGNED AND SEALED SURVEY.
ALL L Al ES
HEAD
LENGHT
DIA.
TEN51L STIR
NBIZE
ROUND,IIODFfED
OR T
I1/8'
.113
110,000
21/V
.128
110000
3) LOT DRAINAG_ QHAL...JNFORM TO OC COD ,
AND RESTRICTIONS HAVING JURISDICTION.
4) ALL ON -SITE Dr AINASE SHALL BE DIRECTED BY SWALES
OR OTHER 5YSTEM5 TO AN OFF-51TE DRAINAGE FACILITY.
5) LANDSCAPING, IRRIGATION, BE IWs, ETC. SHALL CONFORM t0 LOCAL
NOTE: NAILS TO BE MFG. BY MEMBER OF INT. CODES, REGULATIONS AND RESTRICTIONS HAVING JURI5DICTION5 AND
6TAPLETIAIL 4 TOOL A860CIATION AS SELECTED BY BUILDER
GENERAL NOTES 6) SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK 16 TO BE
PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
1. DESIGN AND LOADING
A. ALLOWABLE UNIT STRESS AND DESING CRITERIA: L U IV1 B I N G NOTE S
1. BUILDING CODE REQUIRMENTS FOR REINFORCED CONCRETE ACI 318
2. FLORIDA BUILDING CODE 2001
3. WIND SPEEDS 110-120 (PERWIND SPEED MAP) 1) SANITARY LINES SHALL BE CAST IRON, OR PVC (SCHEDULE 40)
4. WIND IMPORTANCE FACTOR (1)AS APPROVED BY THE BUILDING OFFICIAL.
5. WIND EXPOSURE '5' 2) WATER LINES SHALL BE CPVC.
6. INTERNAL PRESSURE CO -EFFICIENT +18 THRU -IS
DEL. TOP PLATE
2. SOIL 3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC
A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN Pr=SIGN 2000 PSI FOR (SCHEDULE 40), INSULATED WITH 1/2' AMAFLEX.
B DEL. TOP PLATE
DEL. TOP PLATE
CONTINUOUS WALL FOOTING$.
4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES.
DEL. TOP PLATE
3. CONCRETE AND REINFORCING
A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND WITH
5) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE
SPECIFICATIONS FOR 6TRUTURAL CONCRETE BUILDING ACI 301. MAXIMUM FLOW OF (3) THREE GALLONS PER MINUTE EACH.
B. ALL CONCRETE SHALL DEVOLOP NINIMUM COMFIRES51VE STRENGTH OF 2500
6) HOSE BIBS TO BE PROVIDED WITH BACKFLOW FREVENTER
PSI IN 28 DAYS
C. REINFORCING BARS SHALL CONFORM TO ASIM A615 A616 OR 611, GRADE 40 1) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO
2X4 16' O.G. MAX.
4. DESIGN LOADS EXCEED 4.0 WATTS PER SQUARE FOOT OF TANK SURFACE AREA.
A. WITHFLORIDASBUILDING CODE 2001 CHAPTER 16
2X4 16' O.C. MAX.
ROOF LIVE LOADS 8) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL
5. LUMBER BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS.
NNA.
I L: --
ALL STRUCTUAL LUMBER SHALL BE 02 SYP. ALL STUDS SHALL BE STUD GRADE SPF.
(ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONARY 9) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL
SECURE 2X4
SHALL BE PRESSURE TREATED) BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED
SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAW INGS.
t0 WOOD W/2-12d g
B. A/C PLATFORMS TO BE 3/4' DECKING.
PLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES OF 'AS -BUILT'
SECURE 2X4
6. TRUSSES RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER
6'-8' O.G. STAGGERED
TO WOOD W/2-12d v
A. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN AGGORDANGE WITH
10) ALL GLEANOUTS FLUSH WITH GRADE.
6'-8' O.G. STAGGERED
BUILDING CODE 2001
TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL
TRUSS
BT. PLATE
PRIOR TO FABRICATION. 11) NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS,
BT. PLATE
1. GARAGE DOOR RIDGES.
A. ENGINEERED FOR 120 MPH WIND p3 SEC, GUST. 12) SIZE AND LOCATION OF CLEANCUTS SHALL CONFORM TO FLORIDA
SECURE 2X4 W/2-3/16' TAPCONS
SE
5. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER PLUMBING CODE CURRENT EDITION.
DRIVE PIN (MIN SHANK SIZE.145
����
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
13) FIXTURE201.SUPPLY SIZES SHALL CONFORM TO FLORIDA BUILDING CODE
MIN HEAD SIZE 300
SECURE 2X4 W/2-3/16' TAPCONS
8. ASPHALT SHINGLES
A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001
MIN EMBEDMENT 1 1/4')
OR DRIVE PIN (MIN SHANK 6IZE.145
5. SHINGLE STANDARD ASTM D-225, UNDERLAYMENT TO BE ASTM D-226
14) PLUMBER To DIVERT ALL VENTS To REAR ELEVATION WHEN POSSIBLE.
WITHIN 8' OF EACH END NOT TO
MIN HEAD SIZE 300
FOUNDATION NOTES 15) ALL WATER CLOSETS SHALL BE WATER SAVING Ib GALLON FLUSH TYPE
MIN EMBEDMENT 1 1/4')
EXCEED 18' O.C.MAX. ID BLAO �IIN� W/
WITHIN 8' OF EACH END NOT TO
I. FOUNDATION DESIGN BASED ON 2000 P.51=. MIN. ALLOWABLE BEARING BLOCK NOTES
SECURE TO
MIN. 2-12d PER ELK EA. END 1/2" PLYWOOD
EXCEED IS' O.C.MAX.
PRESSURE.
HOLLOW GORE OR SOLID UNIT
2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND I. CONCRETE MASONRY UNITS SHALL ASTM ANDSHALL
OR 7/16' O.S.B.
2X4 SOLID BLOCKING
SECURE TO SHEATHING W/ 1/2' PLYWOOD
SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS SHALL BE SUBMITTED A A INACCORDANCE
COOMMMFIRF86iVE 6SRENGH IWO 61D
OR 7/16" O.S.B.
TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR. MORTAR
MIN. 2-12d PER BLK EA. END
3. CONCRETE 28 DAY STRENGHT SHALL BE 2500 PSI W/ 3/4' MAXIMUM 1. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH A5TM C210.
METAL ACCESSORIES
I 0 �
AGGREGATE I. JOINT REINFORGEMENt, ANCHORS AND TIES SHALL CONFORM t0 THE
SLABS SHALL BE MIN. 3 1/2' THICK CONCRETE OVER 6 MIL VAPOR FOLLOWING:
ANCHORS.
4. ALL A. A5TM A82 FOR JOINT AND WIRE
I I I
BARRIER OVER CLEAN WELL COMPACTED TERMITED TREATED SOIL. B. ASTMA36 FOR PLATE, HEADED AND BENT BAR ANGHOR�6.
, HEADED
C. ASTM A366 FOR SHEET METAL ANCHORS AND TIES.
1�! OWN
1�
5. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT
SHALL 8E 05 DOWEL BARS W/ A 6' NOOK PER DOWEL PLAN LAYOUT. 2. METAL PLATE6, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED
DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION SHALL
ALL CO%NFRS AND OPENINGS GREATER THAN 6'. TIE VERT. DOWELS TO
BE STAINLESS STEEL OR DIPPED GALVANIZED MEETING THE
HORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25'. REQUIREMENTS OF A5TM A90.
6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD MASONRY WORK, GENERAL:
FRAME SHEAR WALL OPENINGS AND 5HALL BE 1/2'x8' W/ 2'x2'xl/8' 1. ALL MORTAR JOINTS FOR HOLLOW MA50RY UNITS SHALL EXTEND THE
AT 3' O.C. STARTING AT 8' OFF EACH CORNER FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID MASONRY
1. DSIGN LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 MASONRY UNITE SHALL BE FULL HEAD AND BED JOINTS.
ED2. BED AND HEAD JOINTS SHALL BE 3/8' THICK
ROOF LIVE LOAD: 20 P5F 3. MASONRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION.
WIND LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 WHEN MA60NARY UNITS ARE LAID STACK BOND, 9 GAGE HORIZONTAL
PER WIND MAP. JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT
8. FOOTING REINFORCING SHALL BE 2-05 RESARS I -STORY, SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN I V O.G.
30-5 REBAR 2-STORY. OUTER BAR MUST BE CONTINUOUS AROUND REINFORCING STEEL, GENERAL:
CORNERS. USE CORNER BARS OR BEND REEAR. LAP A 1. REINFORCING STEEL SHALL BE NO.5 BARS.
2. WHEN 2 BARS ARE IN THE SAME CELL THEY MAY BE BUNDLED.
MINIMUM OF 25.
3. SPLICE LENGTHS SHALL BE A MINIMUM OF 25'.
9. ALL FOOTINGS ELEVATION MUST EE 12' BELOW 4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED
IN ACCORDANCE WITH ASTM A615, A616, A61T, OR ATO6. f
FINISH GRADE
1
10. FINISH SLAB TO BE 8' ASV. FINISH GRADE.
y�
P
BAKERS
- • f
ILOT#58
PH#2
MONOLITHIC
BLOCK
L
TAILS
OTES
dd
rDATE:9/25/03
SCAT : V41121'-0'
SHEET