HomeMy WebLinkAbout218 Clydesdale Cir 04-178 New SFHPERMIT ADDRESS
CONTRACTOR
ADDRESS
PHONE NUMBER
D R Horton
02 0 Hazeltine Nat'l Dr #102
Orlando, FL 32822
(407)857-9101_.._ ...
CBC 055300
PROPERTY OWNER _
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
FEE
FEE
SUBDIVISION CT'n
PERMIT # _�_ DATE %Q
CIO% (L
PERMIT DESCRIPTION
PERMIT VALUATION
SQUARE FOOTAGE LA
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I DESIGN CRITERIA: I
• FLORIDA BUILDING CODE (FBC) 2001
• OCCUPANCY — RESIDENTIAL — GROUP R
• CONSTRUCTION TYPE- VI
• 1-STORY RESIDENCE: BLDG HGT 19' -9"
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 FLORID,A BUILDING CODE (FBC) 2001 CHAPTER 16
ROOF LIVE LOADS OF 20 PSF, 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 r
FLOORS C SLEEPING AREA 30PSF LIVE 10PSF.--DEAD
FLOORS ® NON —SLEEPING AREA-4 0PSF LIVE 10PSF DEAD
BALCONIES-40PSF LIVE 10PSF DEAD
DECKS-40PSF LIVE 10PSF DEAD
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 PRESSURE 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:
PG
C1
COVER PAGE
PG
1
FOUNDATION PLAN
PG
1A
DOWEL PLAN
PG
113
LINTEL SCHEDULE
PG
1 C
WIND LOAD CALCULATIONS
PG
2
1ST FLOOR PLAN
PG
3D
ELEVATION "D"
PG
3E
ELEVATION "E"
PG
3F
ELEVATION "F"
PG
3G
ELEVATION "G"
PG
4D
TRUSS PLAN
PG
4E
TRUSS PLAN
PG
4F
TRUSS PLAN
PG
4G
TRUSS PLAN
PG
5
ELECTRICAL PLAN
PG
5A
OPTIONAL COVERED PORCH
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wq,uw. drh'orton. com
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CBC055300
6250 Haztmftincm, tiqatic>nal Ewivea C>r1anc1c>, FL. 3282
D.R. HORTON HOMES
6250 Hazeltine National Drive
Orlando, FL 32822
Tel: (407) 857-9101
Fax: (407) 857-9228
® STAVE 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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NOTES
DATE: B /12 /0 3
SIC Al : 1/4'■1'-0'
1 1 'Jim
2X4 SUB -BAND HURRICANE STRAPS 2X4 SUB -BAND
CHASE GROVES,WAVERLEE WOODS 2X4 5UB-BAND (SEE TRUSS PLAN CHASE GROVES,WAVERLEE WOODS 2 "X4" BLOCKING
FEILD M LD STREAM CHASE GROVES,WAVERLEE WOODS
EI SU AM FEILD STREAM FOR CONNECTOR) FEILD STREAM FIRST TWO BAYS
2X6 SUB -BAND a 2X6 SUB -BAND METAL LATH
LAKE KEHOE,CYPRESS HEAP LAKE KEHOE,CYPRESS HEAD LAKE KEHOE CYPRESS HEAD
ALOMA WOODS 4 -0 O.C. MAX
ALOMA WOODS —ROOF TRUSSES ALOMA WOODS ASPHALT SHINGLES
WRAPPED/ALUM FINISHED FASCIA WRAPPED/ALUM FINISHED FASCIA 2 4 " O.C. WRAPPEp/ALUM FINISHED FASCIA OVER #15 FELT OVER -1/16' 055 OR 1/8" TEXTURED
ASPHALT SHINGLES. METAL DRIP EDGE — -1/16' 055 SHEATHING 1/2' PLYWOOD FINISH
OVER #15 FELT R-19 INSULATION R-19 INSULATION OR 1/2' PLY. W/ 15# FELT
1/16" OSB. SHEATHING FIBERGLASS SHINGLES -
OR 1/2" PLY. ON 15 FELT OVER
ST A S -1/16 OSB. SHEATHING 3/4 T 4 G PLYWOOD 2X4(CONTJ
HURRICANE R P METAL DRIP EDGE SEE TRUSS ENG. -� ROOF TRU58E5 to TO BE GLUED
(SEE TRUSS PLAN 1/2" CLG. BOARD 4 TEXT_ FOR PROPER 24" O.C. NAILED
FOR CONNECTOR) 2X4 DOUBLE PLATE CTYP.) 2X4 5PF STIFFBACK AT BRACING HETA-Iro
METAL DRIP EDGE ° CI)#5 CONY. LL UPRIGHTS OVER 4'-10" EMBEDDED
ALUM. FINISHED VENTED SOFFIT SILL so LINTEL STRAP
1X2 FURR STRIPS SEE TRUSS PLAN FOR CONNECTOR ENG. GABLE TRUSS
ALUM. FINISHED VENTED SOFFIT 1/2" CLG BOARD 4 TEXT. -f/8" TEXTURED FINISH all
8" LINTEL BLOCK FILLED ° ° 1/2' DRYWALL ALUM. WINDOW OVER #15 FELT OVER R-19 INSULATION TEXTURED
SEE FLRJELEV FOR DES. WOOD BASE (TYPJ CMU 5
PRE -CAST LINTEL 1/8"TEXTURED FINISH ON 3/4' T 4 G PLYWOOD -1/16" O.S.B. SHEATHING
FELT BARRIER OVER GLUED 4 NAILED OR 1/2" PLY. �- FINISH
ALUM. WINDOW 1/16" OSB SHEATHING OR 1/2" PLY.
SEE FLRJELEV FOR DE5. SILL (SHEATHING MUST BREAK MIN. 1'-4" FLOOR JOIST/FLOOR TRUSS 2X PLATE SECURE
FROM 2nd FLR. LINE)- W/ 1/2" CLG. BOARD TEXT. TWO 5TOR�
SEE FRAME PLANS TO pBL TOP PLATE
PRE -CAST SILL — I/2° DRYWALL 2X4 RE-FORCEMENT (CONT.) FOR J015T TYPE SIMPSON HTC-4 32" O.C. MAX. 2X4 DOUBLE PLATE (TYPJ
OR MSTA-24 24" O.C. MAX TRUSS 2X4 NAILER (CONY.) ° (1�5 CONT. FOR NDR SIz�AN
8" CMU R-4.2 INSULATION
HETA-16 IX2 FURRING STRIPS �BAND D E TA I L
1X2 P.T. FURRING STRIPS FLR JST TO BLK ALUM. WINDOW A
SEE FLR./ELEV FOR DES. SILL
TEXTURED FINISH 1/4° WOOD BASE
S' LINTEL BLOCK FILLED ° ° 1/2" DRYWALL
111roll OSB SHEATHING WOOD BASE (TYP.)
PRE -CAST LINTEL OR 1/2' PLY. UNDER
0 Gu FELT BARRIER PRE -FA8 TRU55
4CZ ALUM. WINDOW
z �'X6" #10 W.W.M. SEE FLR./ELEV FOR DES. BILL FLOOR JOIST/
f SEE RATRUSS MS PLANS 1/2" CLG. BOARD TEXT.
o RE FI OR MEN FOR JOIST TYPE
REINFORCEMENT PRE -CAST SILL — CONC. SLAB OVER CLEAN, SP-4 32 O.C- � STUD 2X4 pBL. TOP PLATE
HETA-16"ia 32' O. C. MAX 1/2' CLG. BOARD 4 TEXT o 1/2" DR''WALL
GOMPAGT,TERMITE TREATED ° (1)05 CONT.
z Sul SOIL OVER 6 MIL VfS. VAPORLLI g° LINTEL BLOCK IXZ FURRING STRIPS 2X4 WOOD STUDS
NY }O I'-4" 2 #5 CONY. 8 CMU BARRIER,W/roXro #10 WWM (FILLED) 2X4 CONT. STRESS 61(o O.C.
U m U TEXTURED FINISH 1/4' — ° ° 1/2" DRYWALL �� OCi�INC I�ID-l1!ALL
WOOD BASE (TYPJ PRE -CAST LINTEL 2X4 PT. PLATE
O Q SP-4 32" O.C. 0 STUD 1/2 "X9" A.B. 32" O.C.
ALUM. WINDOW (WHEN UPLIFT) 6" EMBEDMENT
T�F. WALL SECTION `� � � SEE FLRJELEV FOR DES. o
— SILL
1—STORE' Vo-
E3L<. "x6' #10 W.W.M. PRE -CAST SILL �'" WOOD BASE (TYPJ GONG. SLAB 4 4°
5's CONY 7�
OR FIBER MESH GONG. SLAB 2 #5'S CONT.—
RE REINFORCEMENT
w -
a
}
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- \ O 0 1 -� -,--_ =_ VA O BARRIER
n�
-- -- U m U _ ,..tr --- — --w - _. I1 TEN-,'f OR SEARING WALL
` ✓�-�,,,.�- � TEXTURED FINISH I/4'
>`IOTE: FOR WALLS W/FLOOF LOAD ONLY
ASPHALT SHINGLES OVER T''P. WALL 5ECTION Ouu p0 NOT INSTALL CONNECTORS.
#15 FELT ON 1/16" O.S.B.\X 2"X4" 5iLOCKING _ ~ Q
SHEATHING OR 1/2" PLY FIRST TIWO BAYS 2—STOR'� may, 6"X6" #10 W.W.IM. — 2X4 DBL TOP PLATE
METAL DRIP EDGE lill— 4 -0 O.G. MAX _ . f O O
OR FIBER MESH - ---= -'f
2X4 SUB -BAND a — mr REINFORCEMENT"
CHASE GROVES,WAVERLEE WOODS SEE TRUSS ENG. z w z w
FEILD STREAM FOR PROPER ROOF FRAMING W/ CONNECTORS _
2X6 SUB -BAND a (SEE TRUSS PLAN) } = } (3) #5's CONT.
LAKE KEHOE,CYPRE55 HEAD
ALOMA WOODS BRACING ROOF TRUSSES pBL. TOP PLATE N 0Ono O 1/2" DRY WALL
WRAPPED/ALUM FINISHED FASCIA 2 4 " O.C. FIRST FLOOR BLOCK
ENG. GA>�LE TRUSS R-19 INSULATION CRIPPLE STUDS
SECOND FLOOR FRAME o.s.
2X4 SPF 5TIFF5ACK AT 2X4 16' O.C. MAX
ALL UPRIGHTS OVER 4'-10'
(SEE TRUSS ENG. FOR SIZE) IE HEADER (SEE PLANS)
-1/8" TEXTURED FINISH �
OVER 15# FELT OVER 1/2" CLG. BOARD 4 TEXT. PRE-FAB TRUSS 2X4 PT.
-1/16" O.S.B. SHEATHING 1/2" CLG. BOARD 4 TEXT. TEXTURED FINISH BT. PLATE
2"X4" NAILER CONY, ON GALV'D. META 1/2" X 9" A.B W/
---
OR v2" PLY. (2) LAYERS -1/16 2X4 DBL. TOP PLATE R
O.S.B.SECURE EA, LAYER SP-4 32 O.C. � STUD � LATH
�ELt TYVE :, '. MAIN. 6 EMBEDMENT
2x4 P.T. PLATE W/ ° W/2 8d,s 8"-12" O.C. -�.- HDR. 5TUD(5)/JACK(S) 1/2 DR"rWALL `�' 32' O.G. MAX
ER
1/2"X9" ANCHOR BOLTS MAX. 2X4 WOOD STUDS #5 REBAR CONY.
MIN. 6' EMBEDMENT 1/2" X 9" A.B OR J-BOLT LSTA 12 FULL LENGTH STUD(S)/ 2X4 CONT. 5TRE65 aI(o" O.C.
W/2" DIA. AT 32" O. G. � 32" O.C.MAX STUD TO HDR. ICING STUD(S) 6P-4 BLOCKING MID -WALL
SECURE TRUSS TO 2X6 W/
T'OP 4 BOTTOM) 3/4" T4G 5U5I=LOOR eM1`:�,;}.•'
12d 6"-8" CONC. FILLED LINTEL
PLYWOOD TO TRUSS NAILING
BLK. REINF. WITH CU#5 ROD GLUED 4 NAILED
4" O. G. Q EDGE •'•''
6" O. G. IN FEILD ...� 6
all cMUL (SHEATHING OVER 2X4' FLR. J5T. SIZE SEE FRAME PLAN
TEXTURE FIN15H 1X2 P.T. FURRING STRIPS I
R-4.2 INSULATION NAIL PER SCHEDULE 2nd SLR- STUD TO 1 2X4 DBL TOP PLATE
15t FLR. STUD �1/2" CLG. E30AIRID 4 TEXT. ��� RAM � BLK.
1/2" DRYWALL = _ _ =1 _ _ _ — — _ _ =1 M5TA-3(o 32" O.C. 1/2" DR1'UJALL
2X4 WOOD STUDS
I I I I I I 2X4 CONT. STRESS 1(o" O.C.
WOOD BASE I I I I I I BLOCKING MID-WAI
II II
I 11 NAIL PER SCHEDULE/
(32X4 PT. PLATE
LH I I I I I I :BOLT PER FND. PLAN SP-4 32 O.C. w STUD 1/2 "X9" A.B. 32" O.C.
p MIN. 6' EMBEDMENT z
V 6 "X6" #10 W.W.M. CONC. SLAB 4„ 4 z O 2X4 COLLAR TIE 2X8 RIDGE }
0 o OR FIBER MESH 10 OPENING; IN F Ai" iE 3 #5'S GONT. EVERY OTHER RAFTER 0
REINFORCEMENT TAP EXTER � PE �
w z w4
2X6 RAFTS 0
O
} �} w
N m } 2 #5 CONT. 2 STOR�1'
U
m
T'I'F. WALL SECTION
INTEi�fOR BEARING WALL 2-12d & NAILERUSS
3-126 RAFTS
3-126 TO NAILER
NOTE: FOR FLOOR BEARING WALLS
DO NOT INSTALL CONNECTORS.
1X8 NAILER
OR 1/2" PLY. 2-126 EVERY TRUSS
A
BLK. I-STOR'r (GABLE) MINIMUM WALL AND �4ADER CONY, 1=RAMING DETAIL/VAIN
STUD f;;�,IEOU I REMNTS 7
MAXIMUM HEADER SPAN (Ft.)
UP TO
5'-m' TO
g'-m'
4'-11 1/2'
-1'-I1 1/2'
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGHT STUDS
2
AT EACH END Cr-HEADER
1
3
BAKERS
:R®SSING
LOT#75
PH#2
IMONOLITHIC
BLOCK
DETAILS &
NOTES
DATE: 3/12/03
SCALE: V4'■l'-O'
SHEET
D2 O3F `ir
1
# 1000 UPLIFT
SIMPSOM MTS-12
W/7 106 TO TRUSS
AND (2)1/4" X 1 3/4"
TAP CONS TO CONT
POURED LINTEL
2000 UFLIFT
(2)SIMP60M MTS-12
ONE EA. SIDE OF TRl
OPPOSITE SIDE OF >_
W/i IOd TO TRUSS
AND (2)1/4" X 1 3/4"
TAP CONS TO CONT
POURED LINTEL
rRu6e
FINISH g LANDING
3 BOND BEAM
TAP CONS
MIN. 2" COVER
2 " APART
TFRUSS ANCI4OfR [DETAIL.=RETFOFIT
9" MIN.
LESS THAN 10"
REaUf RES
I' NOSING
DBL 2XI2
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+IT=24'-25"
3/16" MAX. VARIATION IN RISERS/TREADS
ADJACENT TO EACH OTHER
3/8" MAX. VARIATION IN ANY RISER/TREAD
HANDRAIL CIRCULAR CROSS SECTION DIA.
TO E3E 1 3/4' +-1/4" OR PROVIDE EaUIVALENT
GRASPABILITY
WINDERS- MIN. 6' WIDE w NARROW END
MIN. 11' WIDTH 6 12' FROM NARROW END
34' MIN. HANDRAIL HGT.
3/4' PLYWOOD
2X12 TREAD
CUT TO FIT
IX8 RISER
LESS THAN 4" TYP _
BETWEEN SPIINDLES
IX2 PT.TOP OF BOX
DBL. TOP PLATE
P4 OR H-5 TOP PLATE TO STUDS
2X4 STUD-0'
ASV. W-O' LEVEL TO ROOF
2'-0' A5V. HIGHEST RIDGE WITHIN 2'-0'
OR 15/32' O.S.5W/-I/&'
J-O�R
TEXTURED10
O,
FINISHEDOVERGALVINIZEDMETAL_-_-_-_-
PAPER BACK LATH
FRAMED CRICKET
SIMPSON H-5 (MIN.)
® 2X4 TO TRUSS
- HANI
I' NOSING TYP.
r
-,5T/4lfR SECTION, [DETAILS
PRE. ENe
C P I I`IN E� DETAILS
SIMPSON H-5 (MIN.)
m 2X4 TO TRUSS
PRE. ENG. TRUE
IX2 PT.TOP OF
DBL. TOP PLA
1/16' OR 15/32'
Wr1/8' TEXTURE
FINISHED OVER
GALVINIZEP ME
PAPER BACK I
CRICKET
2'-5-1/2"
FLAN VIEW
FROM TRUSS
DBL. PLATES A5V.
12"
z I
I
36 " MIN. FINISH
STAID UJINIDF IDTAIL
ASPHALT SHINGLES OVER
« 15 FELT ON 1/16' O.S.B. —
(Y) 2X4 "2 ND SYP 4 IAGONAIL BRACE
W/ 3-I2d m EA tRU65 (DIAGONAIL BRACE
TO COVER 5-TRUSSES
2X4 BLOCKINGgFIIRST 2 5AYS
(2) 10d NAIL 5EA END
TO TRUSS
2X4 5YP STIFFBACK
AT ALL UPRIGHTS
OVER 4'-10,
7/16' O:SS SHEATHING
USE 86 NAILS AT
4' o_c. EDGE 4 6' o_c. FIELD
2X6 PT'. PLATE BgOLT W/ I/2'X9 A.5.- ollnusmim
(W/ 2' PIA. WASF�ERS) sw 32" O.C. MAX. I/2" CI-G. 50ARD TRUSS COMMON
o c.
NAIL CONT. RAT RUN TO INSULATION
TRUSS W/ (2) 12d g EA. TRUSS R-19 MIN.
I-"5 RE5AR CONT. 2X4 SPF RAT ADJACENT
TO DIAGONAL BRACE.
0'-0" TO 30'-0' (1) 'X' BRACE
30'-1" TO 6m'-O" (3) 'X' BRACE
(I 'X' BRACE lo CENTER)
(2 'X' BRACE DIVIDED EaUALY FROM CENTER TO END)
>E3 LE ENF-) CROSS E3FAC f NG� 1- 5T0f;
Lo
ZX4 6ECURE TO 2X4 5LK W/2-I2d
_ SECURE TQ SLK W/ META-16
\---2X4X�4' SECURE TO TRUS6 W/ 3-12d
6'-8' O.C. MAX TYP.
I
2x4 15LK SECURE THRU TRUSS W/3-lode
`PER ENG'D TRUSS 24' O.C. MAX
1' - 0'
2'-0"
21_011 EXTENSION e OFT SERVICE
N.T.S.
METAL LATH
i/1�" OSB OR TEXTURED -1/1(o" OSB OR
1/2' PLYWOOD FINISH 1/2" PLYWOOD
W/ 150 FELT W/ 150 FELT
5IMPSO
I4ETA-16
2X(o (CONT.) 2X6 (CONT.)
2X4 (CONT.) 2X FLOOR JOIST 2X4 (CONT.)
N EXPANSION 2' MIN.
JOINT OVERLAP CAULK
CMU'S SIMPSON
META-10 CMU'S
TEXTURED TEXTURED
FINISH FINISH
TWO STORY TWO 5TORY
FIRST_FLOOR BLOCK
SECOND FLOOR FRAMING
ASPHALT SHINGLES OVER
" 15 FELT ON 7/16' O.S.B. —
(2) 2;X4 02 ND SYP DIAGONAIL BRACE
W/ 3-12d -m EA TRUSS ( DIAGONAIL 5RACE
TO COVER 5-TRU55E6
2X4 BLOCKING FIRST 2 BAYS
AT SHEATHING SEAMS
(2) 10d NAILS EA END
TO TRUSS
2X4 SYP 6TIFF5ACK
AT ALL UPRIGHTS
OVER 4'-10'
71/16' 055 SHEATHING:
USE 8d NAILS AT
4' o.c. EDGE 4 6' o.c. FIELD
2X4 W/ 3/13' X 5
LAG OR SIMPSON HTC-4 ® 32' O.C. MAX.
SHEATHING NAILING To BE
6'-8' O.C. IN FIELP
4' O.C.®ALL EDGES W/8d NAILS
1/2' CLG. DOARD QUMN0 4" O.C.
NAIL CONT. RAT RUN TO INSULATION
TRUSS W/ (2) I2d 6 EA. TRUSS R-19 MIN.
2X4 SYP RAT ADJACENT
TO DIAGONAL 5RACE.
DEAL TOP PLATE
-2X4 STUD 16' O.C. MAX.
2X4 511'I. PLATE
SUB -FLOOR
4AILED
HETA-16' FLR JST TO E3LK ��fl �FLR TRUSS
I-�'S REBAR CONT.
0'-0' TO 30'-0' (1) 'X' BRACE
30'-1' TO 60'-0' (3) 'X' BRACE
(1 'X' BRACE m CENTER)
(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END)
GA5LE ENID CROSS BRACING 2=STOF�,)"'�
BAKERS
CROSSING
LOT#75
PH#2
MONOLITHIC
13LOCK
DETAILS &
SECTIONS
DATE: 8/12/03
SCAE.E: V41011-01
SHEET
D 3 OF 4
-tp 14 los
E
I
I
'i
I
v
1 A..
I
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRIVE PIN (MIN SHANK 5IZE.145
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
2 X 4:
2 X 4 (MIN 2 X 3) 1-3/1ro TAPCON
8' FROM EACH END AND 18'
SECUREK
RE TO B' tAPCOLOCN6 OR DRIVE
W1311PIN
OR DRIVE PIN (MIN SHANK SIZE.145
O.C. MAX. MIN 1-1/4' EMBEDMENT
(MIN SHANK SIZE.145
MIN HEAP SIZE 300
2 X 6 CMIN 2 X 3) 2-3/16 TAPCON
MIN HEAD SIZE .300
MIN EMBEDMENT 1 1/4')
OR DRIVE PIN (MIN SHANK 51ZE.145
MIN EMBEDMENT 1 1/4')
WITHIN 8' OF EACH END 4
8' FROM EACH END AND IS'
PRECAST HEAPER(MIN)
MIN HEAD SIZE 300
IS' O.C. MAX. SPACING.
O.C. MAX. MIN 1-1/4' EMBEDMENT
MIN EMBEDMENT 1 1/4')
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
8' FROM EACH END AND IS'
2 X 6: CEKI
SECURE TO BLOCK
OR DRIVE PIN (MIN SHANK SIZE.145
O.C. MAX. MIN 1-1/4' EMBEDMENT
EXISTING BLK ABY.
W/2-3/16' TAPCONS OR DRIVE
MIN HEAD SIZE .300
LESS THAN
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON
•
PIN (MIN SHANK 5IZE.145
MIN EMBEDMENT I I/4')
16' HIEGHT.
OR DRIVE PIN (MIN SHANK SIZE.145
1/4' TEXTURED FINISH
MIN HEAD SIZE 300
8' FROM EACH END AND 15'
O.C. MAX. MIN 1- 1/4' EMBEDMENT
MIN HEAD SIZE 300
1/8' TEXTURED FINISH
MIN EMBEDMENT 1 I/4")
WITHIN 8' OF EACH END #
MIN EMBEDMENT 1 1/4')
-1/16" 055 SHEATHING
18' O.C. MAX. SPACING.
2 X 8 (MIN 2 X 3) 2-3/I6 TAPCON
8' FROM EACH END AND IS'
2 X 4 16' O.C. MAXAUHEN OVER 16' IN HIEGHT.)
OR DRIVE PIN (MIN SHANK SIZE.145
l/16' 05B SHEATHING
O.C. MAX. MIN 1-1/4' EMBEDMENT
M
2 X 4 (WHEN OVER 16' IN HIEGHT.)
2 X 8:
MIN HEAD SIZE 1 1/4')
MIN EMBEDMENT I
2X4 BLOCKS
1/4' TEMPERED MASONITE
2 X SOLID BLK'G a ARCH
SECURE W/2-12d EACH END
SECURE TO BLOCK
W/2-3/16C
" TAPCONS OR DRIVE a" MU
--- I/2' DRYWALL
8' FROM EACH END AND IS'
GLUE 4 NAIL W/Sd'5 8'-12' O.C.
ATTACHMENT PER MANUFACTOR'S 5PEC'5.
PIN (MIN SHANK SIZE.145
1'X4" OR 1'X2' P.T. NAILER
O.C. MAX. MIN 1-I/4' EMBEDMENT
CMU WALL
MT[_ WpW FRAME
MIN HEAD SIZE .300
DOOR cA51NG
MIN EMBEDMENT 1 1/4')
WITHIN S' OF EACH END 4
NOTE:
NOTE: NO GAP Q WDW FRAME
IS' O.C. MAX. SPACING.
A$ NEEDS
SHITo
T A j j II AND
. � C f�I I I� � [DETAIL �j
JN D
TO EXCEED 1/4'
POOR JAMB
ATTACH TO 2 X
P '
DO NOT EXECED 1/4'.
"�
-
A�C i-f WAr [DETAIL CJTAlJA�
PER MANUFACTOR'S DETAILS.
� �� J �M 5 TO
= 11 �
5L OC< 1 1 /_2
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRIVE PIN (MIN SHANK 5IZE.145 AI
PRECAST HEADER(MIN)
MIN HEAD SIZE 300
DBL. TOP PLATE
MIN EMBEDMENT 1 1/4')
1/8" TEXTURED FINISH
8' FROM EACH END AND IS'
O.C. MAX. MIN I-1/4' EMBEDMENT
MORE THAN
SECURE 2 X RIP TO FIT
W/2-12dS 6'-8' O.C. MAX.
�/16' 055 SHEATHING
IX4 P.T. OR 5/4, X 4' MIN.
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
16' HIEGHT.
2 X 4 16' O.C. MAX.(WHEN OVER 16' IN HIEGHT.)
SECURE THUR FRAME AND
EXTEND 1-1/4' INTO BLOCK
OR DRIVE PIN (MIN SHANK 8IZE.145
W/3/16' TAPCONS OR DRIVE
MIN HEAD SIZE 300
2 X 4 (WHEN OVER 16' IN HIEGHT.)
FIN (MIN SHANK SIZE.145
MIN EMBEDMENT 1 1/4')
2 X 501-IP BLK'G to ARCH
MIN HEAD SIZE 300
--- 1/2' DRYWALL
8' FROM EACH END AND 18"
SECURE W/2-12d EACH END
MIN EMBEDMENT 1 1/4")8 CMU
1'X4' OR I'X2" P.T. NAILER
O.G. MAX. MIN 1-1/4" EMBEDMENT
REFER
REFER TO MANUFACTURING
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON
OSB SHEATHING
2 X 4 16' O.C. MAX.(WHEN OVER 1(o' IN HIEGHT.)
ATTACHMENT PER MANUFACTOR'5 SPECS.
MTL WDW FRAME
DETAILS FOR SPACING.
f7l
DOOR CASING
OR DRIVE PIN (MIN SHANK SIZE.145
2X4 BLOCKS
NOTE: 9 NO GAP WDW FRAME
NOTE:
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
CMU WALL
to EXCEED 1/4'
DOORJAMB
SHIM AS NEEDED
TO PLUMB JAMB
8" FROM EACH END AND 18'
DO NOT EXECED I/4'.
O.C. MAX. MIN 1- 1/4' EMBEDMENT
A fRC �4 W �
ID E TA I I C U
/4
E3
AF A""r D E TA I
1 AND Jf
�..
-
NAILING SCHE®Ulv. ALL_ NOTES IN-RE�ERENC�E
\
UBE 1/16. Ob-5. OR I/2' PLY WITH 'B CAN NAILS AT 4' O.C. AT =--=T _� ®RICD.A .
r
STY
SUPPORTED PANEL EDGi=B AND '8 GUN NAILS AT 6' O.C. AT
INTERMEDIATE SUPPORTS. ALSO SEE DETAIL
_
'- '�= f.
C!'. D2001
-
-- - "
ROOF BHEATHING TO GABLE END FRAME
UBE 'B GUN "1_6 • 4' O.C.
EXTERIOR SHEATHING
SITE F A N NOTES
UBE 1/16' Ob-5. OR 1/2' PLY WITH -6 GUN NAILS AT 6' OL. AT
PPANEL ANEL BIDER AND re GUN NAILS 4' TOP BorroM
O.C. A
NTESMEDDIATE SUPPORTS. ALSO BEE DETAIL.
I) LOWEST SLAB A;T- LIV NCs AREA SHALL BE MINIMUM 18' ABOVE
i- .
OR AS NOTED
�.. -
- •, -�- _-__ "' y "'�
-�
/-^
-- -
NOTE: GUN NAILS SHALL BE PERMITTED AS AN ��
ACCEPTABLE FASTENER tROM AN7_MANUFACTURE:R _''
=s� uRss OTHERWISE I OTEED, HIS BUILDING 1D 5 NOT INTENDED -TO BE
CONSTRUCTED WITHIN A F;-rJOD ZONE REQUIRING A FINISH FLR ELEVATION
`
/
_
NAIL REQUIREMENTS -
ASV. 10'MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION
CJF PIN151-I FI qnR rii AF] IIIITu Aklr a Al
--
SIZE
HEAD
LENGHT
I DIA
TEN51L 5TR
3) LOT DRAINAGE SNALL Co4r 5jiih1 to ALL LOCAL CODES, REGULATIONS
AND RESTRICTIONS HAVING JURISDICTION.
8d
ROUNDMODIFIED
1 1/0,
.113
I10,000
OR T
4) ALL ON -SITE DRAINAGE SHALL BE DIRECTED BY SWALES
10d
2 1/5'
.128
1-10,000
OR OTHER SYSTEMS TO AN OFF-51TE DRAINAGE FACILI1l'.
NOTE: NAZILS TO E F TOOL MEMBERT
LAINLJSC, f'INCs, IRRICzATION, BERh1fNG, ETC. SHALL CONFORM TO LOCAL
CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTIONS AND
APLE)�1 A ION
AS SELECTED BY BUILDER.
GENERAL_ NOTES
6) SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE
1. DESIGN AND LOADING
PERMITTED SEPARATELY BY ENGINEEREp SHOP DRAWINGS.
A. ALLOWABLE UNIT STRESS AND DESG CRITERIA:
�, w
P L U B I N
I. BUILDING CODE REQUIRMENTS FOR REINFORCED CONCRETE ACI 318
1'V 1 Cl N C TE S
2. FLORIDA BUILDING CODE 2001
3. WIND SPEEDS 110-120 (PERWIND SPEED MAP)
U SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40)
4. WIND IMPORTANCE FACTOR (1)
AS APPROVED BY THE BUILDING OFFICIAL.
DBL. TOP PLATE
5. WIND EXPOSURE 'B'
6. INTERNAL PRESSURE CO -EFFICIENT il8 THRU -15
2) WATER LINES SHALL BE GPVC.
8 DBL. TOP PLATE
p:BL. TOP PLATE
2. SOIL
A. NET ALLOWABLE SOIL BEARING= PRESSURE USED IN DESIGN 2000 PSI FOR
3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC
CONTINUOUS WALL FOOTINGS.
(SCHEDULE 40), INSULATED WITH 1/2' AMAFLEX.
DBL. TOP PLATE
3. CONCRETE AND REINFORCING
4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES.
A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 315 AND WITH
BPECIFICATIONS FOR STRUTURAL CONCRETE BUILDING ACI 301.
S) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE
2X4 Iro' O.C. MAX.
B. ALL CONCRETE SHALL DEVOLOP NINIMUM COMPRESSIVE STRENGTH OF 2500
MAXIMUM FLOW OF f3) THREE GALLONS PER MINUTE EACH.
PSI IN 28 DAYS
C. REINFORCING BARS SHALL CONFORM TO ASIM A(215 A616 OR (P11, GRADE 40
6) HOSE BIBS TO BE PROVIDED WITH 5ACKFLOW PREVENTER
4. DESIGN LOADS
1) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO
2X4 16' O.C. MAX.
A. IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 CHAPTER 16
EXCEED 4. WATTS PER SQUARE FOOT OF TANK SURFACE AREA.
ROOF LIVE LOADS OF 20 P5F
8) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL
SECURE 2X4
5. LUMBER
A. ALL STRUCTUAL LUMBER SHALL BE 02 SYP. ALL STUDS SHALL BE STUD GRADE SIFF.
BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS.
TO WOOD W/2-12d 6
(ALL LUMBER EXPOSED TO WEATHER OR AGAINST BOIL, CONCRETE OR MASONARY
9) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL
SHALL BE PRESSURE TREATED)
BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED
6'-8' O.G. STAGGERED
SECURE 2X4
B. A/C PLATFORMS TO BE 3/4DECKING.
'
SEPARATELY, BEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS.
TO WOOD W/2-12d 51
6. TRUSSES
PLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES OF 'AS-BUfLT'
RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER
6'-8' O.G. STAGGERED
A. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH
BT. PLATE
FLORIDA BUILDING CODE 2001
10) ALL CLEANOUTS FLUSH WITH GRADE.
TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL
BT. PLATE
PRIOR TO FABRICATION.
11) NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS,
SECURE 2X4 W/2-3/16' TAPCONS
1 GARAGE DOOR
RIDGES.
OR DRIVE PIN (MIN SHANK 6IZE.145
A. ENGINEERED FOR 120 MPH WIND 63 SEC, GUST.
12) SIZE AND LOCATION OF CLEANOJT5 SHALL CONFORM TO FLORIDA
MIN HEAD SIZE 300
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
PLUMBING CODE CURRENT EDITION.
IN EMBEDMENT 11/4')
SECURE 2X4 W/2-3/16' TAPCON5 /`rt�l-TW�
8. ASPHALT SHINGLES
13) FIXTURE SUPPLY 81ZE6 SHALL CONFORM TO FLORIDA BUILDING CODE
WITHIN 8' OF EACH END NOT TO
OR DRIVE PIN (MIN SHANK 6IZE.145
A. ROOFING 70 COMPLY W/ FLORIDA BUILDING CODE 2001
2001.
EXCEED 8' O.CMAX.
MIN HEAD SIZE 300
B. SHINGLE STANDARD A5TM D-225, UNDERLAYMENT TO BE A5TM D-226
2X4 SOLID BLOCKING
MIN EMBEDMENT 1 I/4')
EOU N CATION NOTES
1 4) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
SECURE TO SHEATHING W/
WITHIN 8' OF EACH END NOT TO
15) ALL WATER CLOSETS SHALL BE WATER SAVING Ib GALLON FLUSH TYPE
MIN. 2-12d PER BLK EA. END
1/2" PLYWOOD
EXCEED IS' O.CMAX.
I. FOUNDATION DESIGN BASED ON 2000 P-SP, MIN. ALLOWABLE REARING
PRESSURE.
BLOCK NOTES
OR 1/16' O.S.B.
2X4 50LID BLOCKING
2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND
I. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR SOLED UNIT
SECURE TO SHEATHING W/ 1/2" PLYWOOD
SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS SHALL BE SUBMITTED
MASONARY IN ACCORDANCE WTH ASTM C90 AND C145 AND SHALL
MIN. 2-126 PER BLK EA. ENE -)OR -1/16" O.S.B. .
TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. FOUR.
HAVE A NET AREA COMMPRE661VE 6TRENGHT OF 1900 PSI.
j j� I D c
T E R I O A C H W A � /
3. CONCRETE 28 DAY STRENC�HT SHALL BE 2500 PSI W/ 3/4' MAXIMUM
MORTAR
1. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM C210.
METAL ACCE65oRIE5
Ud ud
ACzCzREGATE
I. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE
j #�
jl��
4. ALL TER O SHALL BE MIN. 3 C THICK CONCRETE OVER 6 MIL VAPOR
BARRIER OVER CLEAN WELL COMPACTED TERh11TED CREATED SOIL.
FOAL ABTM A82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS.
B. A5TMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS.
5. REINFORCED STEEL: A5TM A&I5, GRADE 40.VERTICAL REINFORCEMENT
G. ABTM A366 FOR SHEET METAL ANCHORS AND TIES.
SHALL BE 05 DOWEL BARS W/ A 6' HOOK PER DOWEL PLAN LAYOUT.
2. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED
ALL COMERS AND OPENINGS GREATER THAN 6'. TIE PERT. DOWELS TO
DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION SHALL
HORIZ. BARS AND LAP VERTICAL BARS To DOWELS MIN. 25'.
BE STAINLESS STEEL OR DIPPED GALVANIZED MEETING THE
6. ANCHOR aoLtS SHALL BE LOCATED ON EACH SIDE of ALL WOOD
REQUIREMENTS OF A5TM A90.
FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2'x8' W/ 2'x2'xl/8'
MASONRY WORK, GENERAL:
AT 3 O.G. STARTING AT 8' OFF EACH CORNER
1. ALL MORTAR JOINTS FOR HOLLOW MA50RY UNITS SHALL EXTEND THE
FULL WIDTH OF FACE SHELLS. WRTAR JOINTS FOR SOLID MASONRY
1. DESIGN LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001
MASONRY UNITS SHALL BE FULL HEAD AND BED JOINTS.
2. BED AND HEAD JOINTS SHALL BE 3/6' THICK
WIND LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001
3. MA50NRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION.
PER WIND MAP.
WHEN MA50NARY UNITS ARE LAD STACK BOND, 5 GAGE HORIZONTAL
JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT
S. FOOTING REINFORCING SHALL BE 2-+'S REBARS I -STORY,
SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN IV O.G.
3"-5 REBAR 2 -STORY. OUTER BAR MUST BE CONTINUOUS AROUND
REINFORCING STEEL, GENERAL:
CORNERS. USE CORNER BARS OF, BEND REBAR. LAP A
I. REINFORCING STEEL SHALL 5E NO. 5 BARS.
MINIMUM OF 25.
2. WHEN 2 BARS ARE IN THE 5AME CELL THEY MAY BE BUNDLED.
9. ALL FOOTINGS ELEVATION MUST BE 12' BELOW
3. SPLICE LENGTHS SHALL BE A MINIMUM OF 25'.
4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED ®�
FINISH GRADE
IN ACCORDANCE WITH ASIM A615, A616, A61T, OR A106.
10. FINISH SLAB TO BE 8' ASV. FINISH GRADE
BAKERS
CROSSING
ILOT#75
PH#2
MONOLITHIC
BLOCK
DETAILS
CSC.
NOTES
DATE: 6/12/03
SCALE: Al-11-0@
ti
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