HomeMy WebLinkAbout337 Appaloosa Ct 03-2912 New SFH0) PERMIT ADDRESS IA6
CONTRACTOR
ADDRESS D RHortoa
6250 Hazeltine Nat'l Dr #102
Orlando, FL 32822
(407)857z9101
CBC 055300
PHONE NUMBER
PROPERTY OWNER aa-wliwk
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
FEE
d
d
cn
cn
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 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
FLOORS Q SLEEPING AREA 30PSF LIVE '1G,r'SF DEAD
FLOORS ® NON -SLEEPING AREA-40PSF LIVE IOPSF 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/DOWEL PLAN
PG
1A
LINTEL SCHEDULE
PG
113
WIND LOAD CALCULATIONS
PG
2
1ST FLOOR PLAN
PG
3
2ND FLOOR PLAN
PG
4C
ELEVATION "C" FRONT/REAR
PG
5C
ELEVATION "C" LEFT/RIGHT
PG
6C
TRUSS PLAN
PG
7
ELECTRICAL PLAN
PG
7A
ELECTRICAL PLAN
PG
7B
ELECTRICAL PLAN
PG
DI—FND
DETAILS/GENERAL NOTES
PG
D2—CROSS
SECTIONS
PG
D3—MICS
DETAILS
PG
D4—MICS
DETAILS
Ied
www. drhorton. com
CBC055300
4
6250 Haz4mltimm Natic>nal E:>rivc=.. C>rlancic�., PL.4.%.4%aw.-822
Talgi (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 ENGINEER:
KENNETH ROBERT COYNE
PE NO. 53747
A.B. DESIGN GROUP, INC.
1441, CR.#427 NORTH
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078 Fax: (407) 774-4078
• 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
4
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DATE: 8/14/03
SCALE: 1/4'=i'-0'
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LOT#107
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MODEL:
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FOUNDATION
DOWEL
PLAN
DATE: 8 /14 /0 3
SCALE: 1/4101'-o'
SHEET
1 OF 7
AUG 1 5 2003
BAKER'S
CROSSING
LOT#107
PHASE#2
MODEL:
99 2 8 7 ^ - L99
BLOCK
9' 4" BRG.
LINTEL
SCHEDULE
DATE: 8/14/03
SCALE: V414-0'
SHEET
1 A OF 7
r
3
BAKER' S
CROSSING
LOT#107
PHASE#2
MODEL:
992879-L99
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DATE: 8 /14 / 0 3
SCALE:
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131-411
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LIVING (X).)
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1164
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50.
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GARAGE
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50.
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21
50.
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54
SCE.
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50,
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120
50.
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I EXTERIOR MASONRY I
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y 1-/ 11 2 1- 4"
V I KJ I/
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LOT#107
PHASE#2
MODEL:
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— L99
BLOCK
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1ST. FLR
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DATE: 8 /14 / 0 3
SSICAT: 1141211_®'
SHEET
2 OF 7
AUG 1 5 2003
BAKER'S
CROSSING
LOT#107
PHASE#2
MODEL:
99 2 8 7 9 - L99
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DATE: 8 /14 / 0 3
SCAT : V4121'-®'
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3 OF 7
1-11- 4" _
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BAKER'S
CROSSING
LOT#107
PHASE#2
MODEL:
99 F 8 7 9 - L99
BLOCK
9' 4" BRG.
ELEVATION
C
DATE: 8 /14 / 0 3
SCALE: V4's1°-0'
SHEET
4 C of 7
AUG 1 5 2003
BAKER'S
CROSSING
LOT#107
PHASE#2
MODEL:
992879
- L99
BLOCK
ELEVATION
"C"
DATE: 8 /14 /0 3
SCALE: 1/4'■I'-!a'
SHEET or 7
AUG 1 5 2003
FLOOR FRAMING PLAN
NOTE:
FLOOR JOIST TO BLK. SIMPSON
META-16 a END 4 EVERY 32" O.C.
ON PARALLEL FLOOR JOIST.
BM. TO BLK.
HUGHES NFM 35X12
BM. TO POST (2JMSTA-24/
POST TO SLAB ABU-66
TRU S S
NOTE:
*CONNECTORS TO BE SIMPSON U.N.O.
*TRUSS HANGERS TO BE SUPPLIED 4
ENG'D. BY TRUSS CO.
*TRUSS TO BLK META- I6
,-TRUSS TO WOOD MTS-12
2X4 COLLAR TIE
EVERY OTHER RAFTER
2X RAPTER ,
2-12d EVERY TRUSS
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OR 1/2" PLY. 2 -12d EVERY TRUSS
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6
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ON CHAIRS ti
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ENTRY COLUMN DETAIL
(�) HIP DETAIL
BAKER'S
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LOT#107
PHASE#2
MODEL.
992879- L99
BLOCK
9' 4" BRG.
TRUSS
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PLAN- AS
DATE: g/14/03
SIC AT: 1/4'=1'-®I
SHEET
6 C Off' 7
AUG 1 5 2003
BAKER'S
CROSSING
LOT#107
PHASE#2
MODEL:
99 2 8 7 ^ - L99
BLOCK
9' 4 12 B R G.
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ELECTRIC
DATE: 8 /14/0 3
SCAT : V41=1'-®'
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NOTES
6YM50L
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NOTES
n n
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4' LIGHT STRIP
5
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1/2 OF OUTLET
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WRAP AROUND
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INTERUPTER
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RECESSED
CAN
VENT FAN
MIN. 1 . FT.
PER SQQ. F
4
FLOOD
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O O C O
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0HOMEOWNER PRECONSTRUCTION MEETING
NOTE:
,.At RECEPTACLES IN 5LEI=PING ROOMS
TO E3E ARC FAULT.(NEC 210-12)
BAKER'S
CROSSING
LOT#107
PHASE#2
MODEL:
99 2 8 Q 9 - L99
BLOCK
9' 4" BRG
2nd FLOOR
ELECTRIC
DATE: 8 /14 / 0 3
SCALE: V41011-01
SHEET
7 AOF 7
AUG 15 2003
Y
O
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24"X24"X12" CONC. PAD -�
W/3-#5 BARS E.W. ■ ■ ---- PRECAST ------- <t—
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6 OPT. C ® PORCH
0
TRUSS PLAN ACCU-SPAN
*CONNECTORS TO BE 51MP50N U.N.O.
*TRUSS HANGERS TO BE SUPPLIED 4
ENG'D. BY TRU65 CO.
*TRUSS TO BLK META-110 W/ (12) 106XI-1/2
*TRUSS TO WOOD MT5-12 W1 (14) 106X1-1/2
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ENG'D. BY TRUSS CO.
*TRU55 TO BLK META-l(o W1 (12) UddXI-1/2
*TRUSS TO WOOD MTS-12 W1 (14) 10dX1-1/2
0) LINTET, SCHEDULE
AS►T- 449 STEP
LINTEL SCHEDULE
LINTEL
NO_
LENGTH
TYPE
COMMENTS
L lm
9'-4"
8I=8-iB/1T
OPT. COV. PORCH
L 11
14'-8"
8F8-IB/1T
OPT. COV. PORCH
L 12
9'-4"
81=8-18/1T
OPT. COV. TORCH
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BAKER'S
CROSSING
LOT#107
PHASE#2
MODEL:
BLOCK
9J 4JJ BRG.
OPT COVERD
PORCH
DATE: 8 /14 / 0 3
scAT: WI X1'-m'
SSHEET
7 B of 7
AUG 15 2003
a
SP-4 16" O.G./EA. STUD 2X4 DBL
TOP PLATE 2X4 MID -WALL 2BXLKi MID -WALL MIN. 6" EMBEDMENT 1/2" X 3"
# 112 X 9 A.B. 32 O.C. BLKG ANCHOR BOLTS AT 3' O.C.
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1 -0 2 #5 s CONT.
O_TYf-- WALL SECTION 1 OMITTED FOUNDATION DOWELS c� cn
BLK. 51NGLE 5TORY INTERIOR BEARING WALL INTERIOR BEARING WALL INTERIOR BEARING WALL/NO UPLIFT WOOD FRAME FOOTING
3 1/2" HEAD OF GARAGE 3 1/2" e HEAD OF GARAGE #5 DOWEL B.4R(oNE SIDE #5 DOWEL BARS
(VARIES WITH SLOPE) �OF DOOR IF NEEDED) DIM VARIES 5/8"
(VARIES WITH SLOPE) #5 DOWEL BARS
V ANCHOR BOLTS AT 3' O.C. -1 5/S" C B II °X6" #10 W.W.M. DIM VARIES
9 ANCHOR BOLTS AT 3 O.G. MIN 6" EMBEDMENT -I 5/S" CURB II 6 "X6" #10 W.W.M. CURB II "X6" #10 W.W.M.
ONLY IF UPLIFT ON WALL 6 "X6" #10 W W.M. II
MIN 6" EMBEDMENT EXTEND 11/2" f
m & II X6 " #10 W.W.M. - z w - z
�, RECESS /2" } II II
" 0
rt1 o�
- U 2-#5'5 ON CHAIRS ``� U °� (3-5'6 W/2-STORY)
1-4
4." - o o �, cn o 0 0 _" SINGLE (3 S S W/2-STORY)
I II
g 41 m i_ g STORY R)
1'_011 3 #5'S ON CHAIRS slr��l
2 SS ON CHAIRS l_ g STORY
tUJO
GARAGE CURB STOP TI-�ICiG N DC INSIDE FTG. AT GARAGE STEP -,UP STORY TWO
INSIDE FTG. AT GARAGE STEP-UP (oA 2-STORY BEARING WALL GARAGE SERVICE/POOL STORY I -STORY BEARING WALL DOOR RECESS G,4RAGE CURB GARAGE CURB
CONC. SLAB OVER CLEAN,
(3) # 5 RODS EA. WAY ON 811 CMU IL COLPAERSIETREATED
CHAIRS (MIN. 3" COVER) COMPACT
VAPOR
7 4 TOP CORD BLOCKING AT 4'
GARAGE SLAB �' z 6"X6" #10 W.W.M. O.G. MAX. IN FIRST 2 FRAMING
GRADE SLIDING DOOR TRACK = — SPACES AT EACH END.
m � m �
SLOPE CONCH RAFTER OR TRUSS
1 1/2 ROOF SHEATHING LAOU-r ROOF SHEATHING
2 -o _ O F ..ONT(1/4 -1/2) CURB WALL g° ,I'
CONC. DRIVEWAY 0 � AND ENDWALL
ACING
AGE
S 1/2° BEROUND 3#5's CONT. FOR GABLE ENDRFRAMIING
„
1 g MIN. COVER
z
24"X24" EXT. PAD SLAB AT SL. GLASS DOOR GARAGE DOOR Q
OF'EN1NG 73
11 �� 2-STORY 1=ODTING n BUILDING LENGTH
II IITOP 4 50TTTOM EDGES #Sol GUN NAILS
II II II cn Q 6" O.C. IN FIELD
POURED LENTIL
TO BE 1AA
CONT. (TYF) 2X WALL FRAMING II II p OUTSIDE BAR
#5 REBAR II II US
II II II CONTINUO � LLI . Q z U (3) 1/2 "XS" ANCHOR BOLTS—_— 8" CMU FILLED or (3) 1/2"XS" J-BOLTS = _ _ �— z z
-- Z ; U
CELL (Ti�'P.) � f' MIN. 6" EMBEDMENT = _ _ — — Z @ .
W/ 2 "X2 "X1/S WASHER AND 0 U U O
EXT. FRAME WALL TO NUT SPACED EVENLY FROM 25" MIN. LAP -0 O = T1(P. EXTERIOR SHEATHING
BLOCK WALL CONNECTION FLOOR TO BOND BEAM. SET IN JOINTS PRIOR TO FILLING. TYP. REBAR LAP � � � ATTACHMENT FOR ROOF SHEATHING
s CORNERS
(SLEEVED ANCHOR IN SOLID ca ; NOTE:
POUR ACCEPTABLE RETROFIT) 2-05'5 REBAR Q 1 STORY WHEN GLUED TO ROOF MEM3ER
3-#5's REBAR a 2 STORY OO f N O M (ON °-�° '� EDGES $ 10"-12" IN FEILD
TYI=. EXTERIOR SHEATHING ATTACHMENT
POURED LENTIL FOR SHEAR AND UPLIFT
CONT. (Tl'P) (0.5.3. TO BE STRUCTURAL GRADE)
CONNECTORS FROM PLATE TO STUD TO PLATE
BOND BEAM
GROUTED z PRE=CAST HDR. & SIDES: ARE NOT REQUIRED EXCEPT AT OPENINGS
TIE TO HORZ. BARS — � C3 1/2' X8AANC�,NOR BOLTS OOR 5UC< �/
o` rVa A II
} or (3) 1/2 XS J-BOLTS
8" MIN. EMBEDMENT ro" EMBEDMENT MIN.
�O
8" CMU FILLED d. r NUT gPACED EVENLY FROM
AND
HORZ. REINFORCING VERT. REINF. CELL (TYP.) #8d GUN NAILS
�o " NOOK IN GROUTED , ,, � � - FLOOR TO GARAGE DOOR 1-1DR. � � 12" O.C. IN FIELD
CELL IN JOINTS PRIOR TO FILLING.
1-2X(o PT BLOCK ,D CENTER OF
a
DOOR HEADER W/(1) '
(1) 1/2 "XO" ANCHOR BOLTS Z U
N CLEANOUT REQ D or (1) 1/2"XS" J-BOLTS z 0
FOR GROUT LIFT ° EMBEDMENT .
> 5 FT. UNLESS W/ 2 "X2 "X1/8 WASHER AND NUT 0 \,q
HORZ_ REINFORCING Z (k FOOTING DWL 13 ) o
&" HOOK } NOT REQ'D. TYP. FLOOR DECKING
HORIzoNTAL/VERTICAL REINFORCING m O ATTACHMENT TO FLOOR JOIST
EA. SHEET TO BE GLUED AT ALL
EXPOSED JOIST
AUG 1 ; 2un
BAKER'S
CROSSING
LOT#107
PHASE#2
IMONO]L,ITHIC
BLOCK
DETAILS
NOTES
DATE: 8 /12 /0 3
SCALE:
SHEET
D 1 OF 4
I
2X4 SUB -BAND HURRICANE STRAPS
CHASE GROVES,WAVERLEE WOODS 2X4 SUB -BAND � 2X4 SUB -BAND a
FEILD STREAM CHASE GROVES,WAVERLEE WOODS (SEE TRUSS PLAN CHASE GROVES,WAVERLEE WOODS 2"X4' BLOC<NG
2X6 SUB -BAND FEILD STREAM FOR CONNECTOR) FEILD STREAM FIRST TWO BAYS
LAKE KEHOE,CY10 NERD 2X6 SUB -BAND e 2X6 SUB -BAND 'a "
LAKE KEHOE,CYfPRESS HEAD - LAKE KEHOE,CYPRESS HEAD 4'-0" O.G. MAX METAL LATH
ALOMA WOODS —ROOF TRUSSES
WRAPPED/ALUM FINISHED FASCIA ALOMA WOODS ALOMA WOODS ASPHALT SHINGLES
WRAPPED/ALUM FINISHED FASCIA 24' O.C. WRAPPED/ALUM FINISHED FASCIA OVER #15 FELT OVER -I/16" OSB OR I/8" TEXTURED
ASPHALT SHINGLES . METAL DRIP EDGE 1/16" OSB SHEATHING 1/2" PLYWOOD FINISH
OVER #15 FELT R-19 INSULATION R-19 INSULATION FT,' OR 1/2' PLY. W/ 15# FELT
-1/16" OSB. SHEATHING FIBERGLASS SHfN VES __
ON #15 FELT OVER
OR 1/2" PLY. -I/16 OSB. SHEATHING 3/ BE GLUEL WOOD 2X4(CONT.)
HURRICANE STRAPS METAL DRIP EDGE SEE TRUSS ENG. ROOF TRUSSES
(SEE TRUSS PLAN FOR PROPER 24" O.C. & NAILED
FOR CONNECTOR) 1/2" CLG. BOARD � TEXT. 2X4 SPF STII=FBAGK AT
METAL DRIP EDGE 2X4 DOUBLE PLATE (TYPJ BRACING HETA-16
O CI)#5 CONT. LL UPRIGHTS OVER 4'-10" EMBEDDED
ALUM. FINISHED VENTED SOFFIT SILL LINTEL STRAP
IX2 FURR STRIPS SEE TRUSS PLAN FOR CONNECTOR ENG. GABLE TRUSS
ALUM. FINISHED VENTED SOFFIT o 0 1/2u CLG BOARD 4 TEXT. ALUM. WINDOW -f/8' TEXTURED FINISH
8 LINTEL BLOCK FILLED 1/2 DRYWALL SEE FLR./ELEV FOR DES. WOOD BASE (TYPJ OVER 15 FELT OVER R-19 INSULATION
CMU'S TEXTURED
PRE -CAST LINTEL -1/a"TEXTURED FINISH ON 3/4" T 4 G PLYWOOD -i/16° O.S.B. SHEATHING �--- FINISH
FELT BARRIER OVER GLUED 4 NAILED VA
OR 1/2" PLY. _
ALUM. WINDOW -I/16" OSB SHEATHING OR 1/2" PLY.
SEE FLR./ELEV FOR DES. SILL (SHEATHING MUST BREAK MIN. 1'-4"
FROM 2nd FLR_ LINE) FLOOR JOfST/FLOOR TRUSS 2X PLATE SECURE
. BRD 1/2" CLG. TEXT.
SEE FRAME PLANS TO DBL TOP PLATE W/ � ���
PRE -CAST SILL - 1/2" DRYWALL 2X4 RE-FORCEMENT (CONT.) 19 FOR JOIST TYPE SIMPSON HTC-4 32" O.G. MAX. 2X4 DOUBLE PLATE (TYP.)
2X4 NAILER (CONT.) OR M5TA-24 24" O.G. MAX �R PLAN
a" CMU R-4.2 INSULATION O C1)#5 CONT. FOR NDR SIE
HETA-16 1X2 FURRING STRIPS SAND DETAIL
1X2 P.T. FURRING STRIPS FLR JST TO BLK ALUM. WINDOW
TEXTURED FINISH 1/4° 314
WOOED BASE all LINTEL BLOCK FILLED ° ° 1/2" DRYWALL SEE FLR./ELEV FOR DES. SILL
1/16" OSB SHEATHING WOOD BASE (TYP.)
PRE -CAST LINTEL OR 1/2" PLY. UNDER
o ul Q FELT BARRIER PRE-FAB TRU55
( J
V ALUM. WINDOW FLOOR JOIST/
6"X6" #10 W.W.M. SEE FLR./ELEV FOR DES. SILL FLOOR TRUSS - 1/2" CLG. BOARD TEXT.
OR, FIBER MESH FOR JOAISTE PPE S SP 4 32" O.G. STUD 2X4 DBL. TOP PLATE
0 REINFORCEMENT PRE -CAST SILL CONC. SLAB OVER CLEAN, META-16"� 32" O. C. MAX I/2" CLG. BOARD 4 TEXT .. 1/2" DRUJALL
GOMPACT,TERMITE TREATED O (1)45 CONT.
SOIL OVER 6 MIL VIS. VAPOR "
a CMu a LINTEL BLocK 2X4 1�00D STUDS
} Y } 1, 4„ 2 #S CONT. BARRfER,W/6X6 #10 WWM (FILLED) IX2 FURRING STRIPS 2X4 GONT. STRES 16 O.C.
N Ou O TEXTURED FINISH 1/4" — o 0 1/2" DRYWALL BLOCKING MID -WALL
WOOD BASE (TYPJ PRE -CAST LINTEL
\J\ H. F_2X4 PT. PLATE
5P-4 32" O.C. e STUD—\ 1/2 "X9" A.B. 32" O.C.
ALUM. WINDOW
j I�µEN UPLIFT 6EMBEDMENT
(y SEE FLR./ELEV FOR DES_��. SAL CTION SILL
77
5L < 1 - ST•OF' O O WOOD BASE (TYPJ CONC. SLAB z p
6 X6 4110 _ W.W.M. PRE -CAST SILL 41' 4"
Z (k 3 #5's CONT OR FIBER MESH CONC. SLAB
L z W REINFORCEMENT 2 #� s CONT. 11-411m
0 O I -8 8" CMU MIL VIS
VAPOR BARRIER ��OR
TEXTURED FINISH 1/4" INTER10R BEARING WALL
ASf bALT SHINGLES OVER T "rF2. WALL SECT ION _ - NOTE: FOR WALLS W/FLOOR LOAD ONLY
o - ��
#15 FELT ON 1/16' O.S.B. 2"X4" BLOCDO NOT INSTALL CONNECTORS.
KING ~ (a �
SHEATHING OR 1/2" PLY FIRST TWO BAYS 2 - 5TOfiP, '
METAL DRIP EDGE - 4'-0" O.G. MAX
6 "X6 " 010 W.W.M. 2X4 DBL TOP PLATE
2X4 SUB -BAND —� O O REINFORCEMENT
CHASE GROVES,WAVERLEE WOODS SEE TRUSS ENG. ROOF FRAMING W/ CONNECTORS L fk
FEILD STREAM FOR PROPER — w Z
2X6 SUB -BAND (SEE TRUSS PLAN) } }
LAKE KEHOE,CYPRESS HEAD BRACING O 0
ALOMA WC3) #5's CONT.
WRAPPE WOODS FINISHED FASCIA ROOF TRUSSES DBL. TOP PLATE N m 1/2' DRY WALL
2 4 " O.C.CRIPPLE STUDS FIRST FLOOR BLOCK
ENG. GABLE TRUSS R-19 INSULATION SECOND FLOOR FRAME
2X4 SPF STIFFBACK AT
ALL UPRIGHTS OVER 4'-10" 2X4 16" O_C. MAX
-1/8" TEXTURED FINISH
(SEE TRUSS ENG. FOR SIZE) HEADER (SEE PLANS)
OVER Si* FELT OVER 1/2" CLG. BOARD 4 TEXT. PRE-FAB TRU55
2X4 PT.
2"X4" NAILER CONT, 1/2" CLG. BOARD 4 TEXT. TEXTURED FINISH
-f / 6 O. .B. SHEATHING � BT. PLATE
OR 1/2" PLY. (2) LAYERS 7/16 2X4 DBL. TOP PLATE ON GALV'D. META 1/2" X 9" A.B W/
LAYER 5P-4 32 O.C_ STUD LATH OVER Ty
t ' :• .5 MIN. 6" EMBEDMENT
O.S.B.SECURE EA, 1/2" DR�UJALL OF #15 FELT ':2" pIA. WASHER
2x4 P.T. PLATE WI-10 W/2 ad,s S"-12" O.G. -s HDR. STUD(S)/JACK(S) -•
1/2'l ANCHOR BOLTS MAX. `'"` 32" O.C. MAX
MIN. 6" EMBEDMENT 2X4 WOOD 5TUD5 #5 REBAR CONT_
1/2 2 9 AM X J-BOLT STUD TO HDR. FULL LENGTH STUD(S)/ 2X4 CONT. STRESS 'w1(0" O.G.
/2 p 32 O. C. 32 O.C.MAX KING STUD(S) SP-4 BLOCKING MID -WALL : +! ;•
SECURE TRUSS TO 2X6 W/ •
126 a 6"-a" �' GONG. FILLED LINTEL TOP 4 BOTTOM) 3/4" T 4G SUBFLOOR ' y
PLYWOOD TO TRUSS NAILING BLK. REINF_ WITH (I)S ROD GLUED 4 NAILED
4" O. C. EDGE
6" O. G. a IN FEILD
all CMU FLR. JST. SIZE SEE FRAME PLAN
1X2 P.T. FURRING STRIPS SHEATHING OVER 2X4's
TEXTURE FINISH
R-4.2 INSULATION NAIL PER SCHEDULE 2nd FLR. STUD TO 1/2" CLG. BOARD TEXT.
let FLR. STUD 2X4 Df3L. TOP PLATE WOOD FRAME TO BLK.
1/2" DRYWALL - I— _ _ _ - - _ _ I M5TA-36 32" O.C. 1/2" DR-T'WALL
2X4 WOOD STUDS
2X4 CONT. STRESS Z 'a16" O_C.
WOOD BASE I I I I I I BLOCKING MID -WALL
II II
2X4 PT. PLATE
NAIL PER SCHEDULE/ 5P-4 32" O.C. STUD—� 1/2 "X9" A.B. 32" O.G.
p � I I I I I BOLT PER FND. PLAN MIN. 6' EMBEDMENT �
z � F.
ly
6"X6" 010 W.W.M. CONC. SLAB w ()
0 0 OR FIBER MESH 4" 4" 2X4 COLLAR TIE 2X8 RIDGE }
REINFORCEMENT TYP I=XTRIOR OPENING IN FRAME 3 #5 S coNT. 1 =a„ - EVERY OTHER RAFTER �-
z 2X6 RAFTS
0 0 }
U m U 2 #5 CONT.
Az I'-4" Al
m
TNT'F. WALL SECTION
2 -SI ORI 2-12d EVERY TRUSS INTEfRIOR B A 'ANC WALL IX6 3-12d RAFTS
NAILER 3-12d TO NAILER
NOTE: FOR FLOOR BEARING WALLS
DO NOT INSTALL CONNECTORS.
i/16" O.S.B. 1X8 NAILER
OR 1/2" PLY1/4 . 2-12d EVERY TRUSS
BLK. 1-STOFP, I' (CABLE) 111NI1 IlUM WALL AND DEADER CONVII. DETAIL/vAL=
6TUD RQU I REMENTS
AUG 1 5 201,
MAXIMUM HEADER SPAN (Ft.)
UP TO
S'-ml TO
S'-m'
4'-I1 1/2'
-1'-II 1/2,
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL. LENGHT STUDS
2
AT EACH END OF HEADER
1
3
BAKER'S
CROSSING
LOT#107
MONOLITHIC
BLOCK
DETAILS &
NOTES
DATE: 8/12/03
SCALE: V4'■1'-®'
SHEET
D 2 OF' 4
Emmmmmmommommommo
)3
# 1000 UFLIFT
& IMPSOM MT& -12
W/1 106 TO TRUSS
AND (2)1/4" X 1 3/4"
TAP CON& TO CONT
POURED LINTEL
(2)5IMPSOM MT6-12
ONE EA. SIDE OF TR.
OPPOSITE SIDE OF E
W/-f 106 TO TRUSS
AND (2)1/4" X 1 3/4"
TAP CONS TO CONT
POURED LINTEL
-Russ
FINI5H 6 LANDINGS
12 z
P.
3 BOND BEAM
TRUSS ANCH01P, [DETAIL
9" MIN.
LESS THAN 10'
REQUIRES
1' NOSING
DBL 2XI2 -
FLOOR JOIST
3/4' PLYWOOD
WITH 4 160
COMMONS NAILED
THRU 3/4' PLYWOOD
INTO EACH 5TRfNGER
NOTE:
STAIRS RISERS TO CONFORM
TO FBC 2001
2R+IT=24"-25"
3/16" MAX. VARIATION IN R15ER5/TREAD6
ADJACENT TO EACH OTHER
3/5" MAX. VARIATION IN ANY R15ER/TREAD
HANDRAIL CIRCULAR CROSS SECTION DIA.
TO BE 1 3/4" +-1/4' OR PROVIDE EQUIVALENT
GRASPABf L ITY
WINDERS- MIN. 6' WIDE 'a NARROW END
MIN. 1]' WIDTH 6 12' FROM NARROW END
34' MIN. HANDRAIL HGT.
3/4' PLYWOOD
2X12 TREAD
CUT TO FIT
- IX8 RISER
LESS THAN 4" TYP, 1
BETWEEN SPINDLES
11
IX2 PT.TOP OF 5OX 6P4 OR H-5 TOP PLATE TO STUDS
DBL. TOP PLATE
2'-0' A5V. 10'-0' LEVEL TO ROOF
2X4 STUD OR 2'-0' ABV. HIGHEST RIDGE WITHIN 2'-0'
1/16' OR 15/32' O.S.B. cv
W/-1/8' TEXTURED
FINISHED OVER
GALVINIZEPMETAL— -----------
PAPER 5ACKLATH — — — —
FRAMED CRICKET
SIMPSON H-5 (MIN.)
0 2x4 To TRUSS
HANG
1/2' C
IX'
1' NOSING TYP.
ctl r
STAIF SECTION DETAILS
PRE. ENG. TRUSS 7 11 C l l `! D E T A l L 5
2X4 15TM. PLATE —. I I I I/� °I 2XX4�TO TRUSS INS
SECTION
PRE. ENG. TRUE
IX2 PT.TOP OF
DSL. TOP PLA'
7/16' OR 15/32'
W/T/8' TEXTURE
FINISHED OVER
GALVINfZED ME
PAPER BACK I
CRICKET
2'-5-1/2'
FLAN VIEW
FROM TRUSS
:)5L. PLATES A5V.
36 " MIN. FINISH Al
STAIR UJINDE R, DTA«
ASPHALT SHINGLES OVER
" 15 FELT ON 1/16' O.S.B. —
(2) 2X4 02 ND SYP DIAGONAIL BRACE /
W/ 3-12d m EA TRUSS ( DIAGONAIL BRACE f/
TO COVER 5-TRU55E5
2X4 BLOCKING FIRST 2 BAYS
AT SHEATHING SEAMS
(2) 10d NAILS EA END
TO TRUSS
2X4 SYP STIFFBACK
AT ALL UPRIGHTS
OVER 4'-10"
7/16' 055 SHEATHING
USE Sd NAILS AT
4" o.c. EDGE 4 6" o.c. FIEAISRAI Ism
LD
2X6 PT. PLATE BOLT W/ 1/2"X9 A.B. COMMOM
(W/ 2' DIA. WASHERS) SO 32' O.C. MAX. 1/2' CLG. BOARD TRU55 24' o.c.
TRUSCONT. ()1212d IV EA OTRUSS R INSULATION9 MIN.
1-05 REBAR CONT. 2X4 SPF RAT ADJACENT
TO DIAGONAL BRACE.
0'-0' TO 30'-0" (1) 'X' BRACE
30'-1" TO 00'-0' (3) 'X' BRACE
(I 'X' BRACE a CENTER)
(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END)
Cz,45LE END CROSS 5RAC INS 1= STORE
-i/16 " OSB c
1/2" PLYWO
W/ 1511 FELT
51MP50P
HETA-Ik
F2X4
SECURE TO 2X4 5LK W/2-12d
SECURE TQ 8LK W/ META-16
F — — 2X4X4' SECURE TO TRUSS W/ 3-12d
fo'-a' O.G. MAX TYP.
2x4 5LK SECURE THRU TRUSS W/3-12d6
"PER ENG'D TRUSS 24' O.C. MAX
'-0'
2'-0"
21_0II EXTENSION '@ OFT SERVICE IDS.
N.T.S.
1ETAL LATH
tEXTURED
FINISH
2X(o (CONT.)
2X4 (CONT.)
EXPANSION
JOINT
CMU' &
TEXTURED
FINI5H
TWO 5TORY
(2) 2X4 02 ND SYP DIAGONAIL BRACE
W/ 3-12d a EA TRUSS l DIAGONAIL BRACE
TO COVER 5-TRUSSES
2X4 BLOCKING FIRST 2 BAYS
AT SHEATHING SEAMS
(2) 10d NAILS EA END
TO TRUSS
2X4 SYP STIFFBACK
AT ALL UPRIGHTS
OVER 4'-10'
(/16' 055 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 s 32' O.G. MAX
SHEATHING NAILING TO BE
6'-W O.G. IN FIELD
4' O.C.®ALL EDGES W/8d NAILS
1/16" OSB OR
1/2" PLYWOOD
W/ ls# FELT
2X(o (CONT.)
2X FLOOR JOI5T
2X4 (CONT.)
2" MIN.
OVERLAP
CAULK
SIMP50N
HETA-16
CMU'S
TEXTURED
FINISH
TWO
6TORY
FIRST FLOOR E3LOCK
SECOND FLOOR FRAMING
ASPHALT SHINGLES OVER
" 15 FELT ON 7/16' O.S.B. —
/2' CLG. BOARD \
MAIL CONT. �qT RUN TO
CRUSS W/ l2) 12d g EA. TRUSS
?X4 SYP RAT ADJACENT
r0 DIAGONAL BRACE.
DBL TOP PLATE
-2X4 STUD 16' O.G. MAX.
2X4 BTM. PLATE
iUB-FLOOR
BAILED
COMMOM
TRUSS 24' o.c.
INSUTION
R-19 MLAIN.
HETA-16" FLR JST TO BLK� �_FLR TRUSS
I-05 REBAR CONT.
ffl
0'-0" TO 30'-0" (1) 'X' BRACE
30'-1' TO (60'-0" (3) 'X' BRACE
(I 'X' BRACE -0 CENTER)
(2 'X' BRACE DIVIDED EQUALII FROM CENTER TO END)
G45LE EN1D CROSS RAC INS 2 = STORE
BAKER'S
CROSSING
LOT#107
PHASE#2
MONOLITHIC
BLOCK
DETAILS &
SECTIONS
DATE: 8/12/03
SCAT : V4''sIII-0'
SHEET
3 ®F 4
AUG 15 2003
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD SIZE .300
2X4: CEO
MIN EMBEDMENT 1 1/4')
SECURE TO BLOCK
8' FROM EACH END AND IS'
W/3/16" TAPCONS OR DRIVE
2 X 4 (MIN 2 X 3) 1-3/1(o TAPCON
O.C. MAX. MIN 1-1/4' EMBEDMENT
PIN (MIN SHANK 51ZE.145
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD SIZE 300
MIN HEAD 51ZE 300
2 X (2 (MIN 2 X 3) 2-3/16 TAPCON
MIN EMBEDMENT 1 1/49
MIN EMBEDMENT 1 1/41)
OR DRIVE PIN (MIN SHANK 51ZE.145
WITHIN 8' OF EACH END 4
8" FROM EACH END AND 15'
PRECAST HEAPER(MIN)
MIN HEAD SIZE 300
IS" O.C. MAX. SPACING.
O.C. MAX. MIN 1-I/4' EMBEDMENT
MIN EMBEDMENT 1 1/4')
8' FROM EACH END AND 18'
2 X 6:
SECURE TO BLOCK
2 X 6 (MIN 2 X 3) 2-3/1(o TAPCON
O.C. MAX. MIN 1-1/4' EMBEDMENT
W/2-3/16' TAPGONS OR DRIVE
OR DRIVE PIN (MIN SHANK 51ZE.145
LE55 THAN
EXISTING BLK ASV.
PIN (MIN SHANK 51ZE.145
MIN HEAD SIZE 300
16' HIEGHT_
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON
•
1/4' TEXTURED FINISH
MIN HEAD 51ZE 1
MIN EMBEDMENT 1 1/4")
OR DRIVE PIN (MIN SHANK 51ZE.145�Em
7/8' TEXTURED FINISH
MIN EMBEDMENT I I/4')
1/
8' FROM EACH END AND 18'
MIN HEAD SIZE 300
WITHIN 8' OF EACH END 4
O.C. MAX. MIN 1-1/4' EMBEDMENT
MIN EMBEDMENT 1 1/4')
7/16' OSB SHEATHING
18' O.C. MAX. SPACING.
B' FROM EACH END AND 18'
2 X 4 Iro' O.C. MAX.(WHEN OVER 16" IN HIEGHT.)
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON
O.G. MAX. MIN 1-1/4" EMBEDMENT
2 X 4 (WHEN OVER 16' IN HIEGHT.)
2 X S:
OR DRIVE PIN (MIN SHANK 51ZE.145
l/16' 055 SHEATHING
2 X SOLID BLK'G a ARCH
SECURE To BLOCK
-- I/2' DRYWALL
MIN HEAD SIZE 300
1/4' TEMPERED MASONITE
SECURE W/2-12d EACH END
W/2-3/16' TAPcoNS OR DRIVE a' CMU -
1"X4' OR I"X2' P.t. NAILER
MIN EMBEDMENT 1 1/4')
2X4 BLOCKS
GLUE 4 NAIL W/5d'68'-12' O.G.
ATTACHMENT PER MANUFACTOR'S SPECS.
PIN (MIN SHANK 51ZE.145
8" FROM EACH END AND IS'
CMU WALL
MTL WDW FRAME
MIN HEAD SIZE 300 -
DOOR CASING
O.C. MAX. MIN 1-1/4' EMBEDMENT _LFMIN
EMBEDMENT 1 1/4')
WITHIN 8' OF EACH END 4
NOTE:
NOTE: NO GAP e WDW FRAME
16' O.G. MAX. SPACING. DOOR JAMB
SHIM AS NEEDED
TO PLUMB JAMB
f� I I I
A C H A� DETAIL
II �
16 AND J D 1Q-
TO EXCEED 1/4'
ATTACH TO 2 X DO NOT EXECED 1/4".
PER MANUFACTOR'S DETAILS.
W
I V
Af RCk4I JA`� D T f L CUT AW A"r
74
DOOR JX15 TO
15LCC< 1=1/211
2 X 4 (MIN 2 X 3) I-3/16 TAPCON
OR DRIVE PIN (MIN SHANK 51ZE.145
,p, PRECAST HEADER(MIN)
MIN HEAD SIZE 300
DEL. TOP PLATE
MIN EMBEDMENT 1 1/4')
"1/8' TEXTURED FIN15H
8' FROM EACH END AND 18"
MORE
MORE THAN
SECURE 2 X RIP TO FIT
7/16" 055 SHEATHING
1X4 P.T. OR 5/4' X 4' MIN.
O.C. MAX. MIN I-1/4' EMBED
EMBEDMENT
6"-8' O.C. MAX.
SECURE THUR FRAME AND
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
16' HIEGHT_
2 X 4 16' O.G. MAX.(WHEN OVER 16' IN HIEGHT.)
EXTEND 1-1/4" INTO BLOCK
W/3/Iro' TAPCON5 OR DRIVE
OR DRIVE PIN (MIN SHANK SIZE.145
PIN (MIN SHANK 51ZE.145
MIN HEAD SIZE .300
2 X 4 (WHEN OVER 16' IN HIEGHT.)
MIN HEAD 51ZE 300
MIN EMBEDMENT I I/4')
2 X SOLID SLK'G •ARCH
MIN EMBEDMENT 1 1/4") 8 GMU -
-� I/2' DRYWALL
8' FROM EACH END AND 15'
SECURE W/2-12d EACH END
REFER TO MANUFACTURING
I'X4' OR I'X2' P.T. NAILER
O.C. MAX. MIN 1-1/4' EMBEDMENT
1/16' O5B SHEATHING
ATTACHMENT PER MANUFACTOR'S SPECS.
DETAILS FOR SPACING.
DOOR CASING
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON
2 X 4 16' O.C. MAX.(WHEN OVER 1(o' IN HIEGHT.)
MTL WDW FRAME
OR DRIVE PIN (MIN SHANK SIZE.145
47
2X4 BLOCKS
'NOTE: NO GAP • WDW FRAME
NOTE:
SHIM AS NEEDED
MIN HEAD SIZE 300
TO EXCEED 1/4'
DOOR JAMB
TO PLUMB JAMB
MIN EMBEDMENT 1 1/4')
�- CMU WALL
DO NOT EXECED 1/4'.
8' FROM EACH END AND IS"
O.C. MAX. MIN 1-1/4' EMBEDMENT
A 1� C � UJA �
DETAILC U $ A UJA �
I I
�
D 0 0 f;R J A�1 5 TO
E3C C< 3 /4 C fR 5 /4
DETAIL 1(o" AND UF
NAILING SCHEDULE ALL NOTES IN REFERENCE
ROOF DIAP
TO FLCIRIC7A BUILIDING
USE /I
T11 O.SB. OR I/1' PLY WITH �S GUN NAILS AT 4' OZ. AT
OUPPORTED PANEb'
NAIL
INTERMEDIATE SUPLPORTS. ALSO SEEDGES AND -8 E DE AILS AT b' O.C. AT
i�J C
1.,� "-(D � E f'' G 001
ROOF SHEATHING TO GABLE END FRAME
USE "S GUN NAILS • 4' O.C.
SITE PLAN NOTES
EXTERIOR SHEATHING
USE UIb' O.S.B. OR 1/2' PLY WITH 18 GUN NAILS AT 6' OZ. AT
PANEL SIDES AND *8 GUN NAILS 4' OL. TOP 4 BOTTOM
PANEL AND .8 GUN NAILS AT b' OL. AT
1) LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM 15' ABOVE
INTERMEDIATE SUPPORTS. ALSO SEE DETAIL.
NOTE: GUN NAILS SHALL BE PERMITTED AS AN
CROWN Or 920NTAGE ROAD OR AS NOTED ON PLANS.
2) UNLESS OTi;Ef�WISE NOTED, THIS BUILDING 18 NOT INTENDED TO BE
ACCEPTABLE FASTENER FROM ANY MANUFACTURER
CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FINISH FLR ELEVATION
NAL REQUIREMENTS
ASV• 105' MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION
OF FINISH FLOOR SLAB WITH SIGNED AND SEALED SURVEY.
SIZE
HEAD
LENGHT
DIA.
TENSIL STR
3) LOT DRAINAGE SHALL CONFORM TO ALL LOCAL CODES, REGULATIONS
AND RESTRICTIONS HAVING JURISDICTION.
4) ALL ON-61TE DRAINAGE SHALL BE DIRECTED BY &WALES
OR OTHER SYSTEMS TO AN OFF -SITE DRAINAGE FACILITY.
ad
ROUNpp10pIFIEp
OR T
I VS'
n
1i0000
10d
2 IV
128
I'10000
vl LAND5UArINCs, IK KICsAFION, BERMING, ETC. SHALL CONFORM TO LOCAL -
NOTE: NAILS -to E MFG. B T CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTIONS AND
L ASSOCIATION N AS SELECTED BY BUILDER.
GENERAL NOTES 6) SWIMMING POOL, DECK SPA, AND ASSOCIATED WORK 16 t0 BE
PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
I. DESIGN AND LOADING
w w C
A. ALLOWABLE UNIT STRESS AND DESG CRITERIA: P L_U B I N G NOTE S
I. BUILDING CODE REQUIRMENTS FOR REINFORCED CONCRETE ACI 318 1 V 1
2. FLORIDA BUILDING CODE 2001
3. WIND SPEEDS 110-120 (PERWIND SPEED MAP) 1) SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40)
4. WIND IMPORTANCE FACTOR (1) AS APPROVED BY THE BUILDING OFFICIAL.
5. WIND EXPOSURE 'B'
DEL. TOP PLATE
6. INTERNAL PRESSURE CO -EFFICIENT +18 1HRU -16 2) WATER LINES SHALL BE CPVC.
DBL. TOP PLATE
DEL. TOP PLATE
2. SOIL 3) CCNDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC
A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 PSI FOR (SCHEDULE 40), INSULATED WITH 1/2' AMAFLEX.
CONTINUOUS WALL FOOTINGS.
DEL. TOP PLATE
3. CONCRETE AND REINFORCING 4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES.
A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH Act 318 AND WITH
SPECIFICATIONS FOR STRUTURAL CONCRETE BUILDING ACI 301. 5) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE
B. ALL CONCRETE SHALL DEVOLOP NINIMUM COMPRESSIVE STRENGTH OF 2500 MAXIMUM FLOW OF (3) THREE GALLONS PER MINUTE EACH.
2X4 16" O.G. MAX.
PSI IN 28 DAYS (a) HOSE 5156 TO BE PROVIDED WITH BACKFLOW PREVENTER
C. REINFORCING 5AR6 614ALL CONFORM t0 ASIM A615 A616 OR roll, GRADE 40
4. DESIGN LOADS "IJ ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO
2X4 16' O.G. MAX.
A IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 CHAPTER ib EXCEED 40 WATTS PER SQUARE FOOT OF TANK SURFACE AREA.
ROOF LIVE LOADS OF 20 PSF 8I PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL
5. LUMBER BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS.
SECURE 2X4
A. ALL STRUCTUAL LUMBER SHALL BE 02 6YP. ALL 6TUPS SHALL BE STUD GRADE OFF.
TO WOOD W/2-12d •
(ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONARY 9) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL
SHALL BE PRESSURE TREATED) BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PEs ITTED
6'-8' O.C. STAGGERED
SECURE 2X4
6. TRUSSES SEPARATELY, SEE POOL CONTRACTOR'& ENGINEERED SHOP DRAWINGS.
PLUMBING CONTRACTOR SHALL PROVtpE TWO COPIES OF 'AS -BUILT'
TO WOOD W/2-126 •
A. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH
FLORIDA BUILDING CODE 2001 RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER
6'-8' O.C. STAGGERED
TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL 10) ALL CLEANOUTS FLUSH WITH GRADE.
BT. PLATE
PRIOR TO FABRICATION.
BT. PLATE
7• GARAGE DOOR IU NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS,
A. ENGINEERED FOR 120 MPH WIND a3 SEC, GUST. RIDGES.
SECURE 2X4 W/2-3/16' TAPCONS
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
OR DRIVE PIN (MIN SHANK SIZE.145
12) SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FLORIDA
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER PLUMBING CODE CURRENT EDITION.
MIN HEAD SIZE 300
SECURE 2X4 W/2-3/16' TAPCONS ARCNl,l, AY
8. ASPHALT SHINGLES
A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001 13) FIXTURE SUPPLY SIZES SHALL CONFORM TO FLORIDA BUILDMG CODE
MIN EMBEDMENT 1 1/4')
OR DRIVE PIN (MIN SHANK SIZE.145
B. SHINGLE STANDARD ASTM D-225, UNDERLAYMENT TO BE A5TM 0-226 2001.
WITHIN 8' OF EACH END NOT TO
EXCEED 18" O_C.MAX_ 2X4 SOLID BLOCKING
MIN HEAD SIZE .300 NCam+
MIN EMBEDMENT 1 1/4')
FCOUNEDATION NOTES 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
SECURE TO SHEATHING W/
WITHIN 8" OF EACH END NOT To
I. FOUNDATION DESIGN BASED ON 2000 P.S.F. MIN. ALLOWABLE BEARING 15) ALL WATER CLOSETS SHALL BE WATER SAVING Ib GALLON FLUSH TYPE
MIN. 2-12d PER BLK. EA. END
EXCEED IS' O_C.MAX.
PRESSURE_ BLOCK NOTES
1/2' PLYWOOD
OR 7/16" O.SS.
2X4 SOLID BLOCKING
2• ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND
SECURE t0 SHEATHING W/ IPLYWOOD
I. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR SOLID UNIT
SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS SHALL BE SUBMITTED MASONARY IN ACCORDANCE WITH ASTM C90 AND C145 AND SHALL
MIN. 2-12d PER BILK. EA. END O OR �/16' O.S.B.
TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR HAVE A NET AREA COMMPRESSIVE STRENGHT OF 1900 PSI.
�f0 ACHWA�
3. CONCRETE 28 DAY 5TRENGHT SHALL BE 2500 PSI W/ 3/4' MAXIMUM MORTAR
1. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM C2i0.AGGREGATE METAL ACCESSORIESXT
WUJINDO�
4. ALL 5LA55 SHALL BE MIN. 3 1/2' THICK CONCRETE OVER 6 MIL VAPOR 1. JOINT REINFORCEMENT, ANCHORS AND ttE6 SHALL CONFORM To THE
FOLLOWING:
BARRIER OVER CLEAN WELL COMPACTED TERMITED TREATED SOIL. A. ASTM A82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS.
5. REINFORCED STEEL: ASTM A615 GRADE 40. VERTICAL REINFORCEMENT B. A5TMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS.
SHALL BE 05 DOWEL 5AR5 W/ A 6" HOOK PER DOWEL PLAN LAYOUT. C. A5TM A366 FOR SHEET METAL ANCHORS AND TIES.
ALL CORNERS AND OPENINGS GREATER THAN 6'. TIE VERT. DOWELS TO 2. METAL PLANS, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED
HORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25'. DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION SHALL
BE STAINLESS STEEL OR DIPPED GALVANIZED MEETING THE
6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD REQUIREMENTS OF ASTM A90.
FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2'x8' W/ 2'x2"xl/8' MASONRY WORK GENERAL:
AT 3' O.C. STARTING AT 8' OFF EACH CORNER I. ALL MORTAR JOINTS FOR HOLLOW MASORY UNITS SHALL EXTEND THE
7. DESIGN LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID MASONRY
MASONRY UNITS SHALL BE FULL HEAD AND BED JOINTS.
ROOF LIVE LOAD: 20 PSF 2. BED AND HEAD JOINTS SHALL BE 3/8' THICK
WIND LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 3. MASONRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION.
PER WIND MAP. WHEN MASONARY UNITS ARE LAID STACK BOND, 9 GAGE HORIZONTAL
8. FOOTING REINFORCING SHALL BE 2-05 REBARS ]-STORY, JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT
3"-5 REBAR 2-STORY. OUTER BAR MUST BE CONTINUOUS AROUND SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN I6' O.C.
CORNERS. USE CORNER BARS OR BEND RFBAR. LAP A REINFORCING STEEL, GENERAL:
MINIMUM OF 25. 1. REINFORCING STEEL SHALL BE NO.5 BARS.
2. WHEN 2 BARS ARE IN THE SAME CELL THEY MAY BE BUNDLED.
9. ALL FOOTINGS ELEVATION MUST BE 12' BELOW 3. SPLICE LENGTHS SHALL BE A MINIMUM OF 25'.
FIN15H GRADE 4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED
IN ACCORDANCE WITH ASTM A615, A616, A617, OR A-106.
10. FINISH SLAB TO BE 8' ASV. FINISH GRADE
3AKER' S
ROSSING
LOT#107
PHASE#2
MONOLITHIC
BLOCK
DETAILS
NOTES
DATE: 8/12/03
SCALE: V4'=1'-®'
SHEET
D4OF 4
AUG 15 2003