HomeMy WebLinkAboutBuilding PlansROOF:- EDGE
uz-
;:21 D lL
G�
NOTE" ALL ROOFING NAILS TO BE RING SHANK
ZONE I IOD NAILS 6" O.C. AT EDGES
6" O.C. AT INTERMEDIATE
INTERMEDIATE MAY BE 12" O.C. VII4ERE GROUP 2 SPECIES
IS USED IN 100 M.P.H GROUP 2-; ()UTHERN YELLOW PINE
ZONE 2 IOD NAILS 6" O.C. AT EDGES
6" O.C. AT INTERMEDIATE
ZONE 3 IOD NAILS 4" O.C. AT EDGES
4" O.C. AT INTERMEDIATE
ROOF SIHEATE-I I NG NAILING ZONES
NOTES,
I. HOUSE IS IN A NEGLIGIBLE WEATHER AREA
2. HOUSE IS IN A VERY HEAVY TERMITE AREA
3. N/A
4. FLAME SPREAD FOR WALLS AND CEILING FINISHES SHALL BE LESS THAN 200
5. FLAME SPREAD FOR INSULATION SHALL BE LESS THAN 25
6. SMOKE DEVELOPED INDEX SHALL BE LESS THE 450 FOR
WALL FINISHES, CEILING FINISH AND INSULATION
7. GYPSUM BOARD SMALL CONFORM TO FBC R702.3 STANDARDS
8. TILE IN SHOWERS MUST BE BACKED BY "DURA ROCK" CONCRETE BOARD OR EQUAL
HANDRAIL
BALUSTER!
C,\ E o
PRODUCT REVIEW AFFIDAVIT
2�
„p
U) ST. LUCIE COUNTY, PUBLIC WORKS DEPARTMENT
"
OR\®Po CODE COMPLIANCE DIVISION
BUILDING PERMIT =921 VENTURE I'I
OWNERS NAME KEVIN FLOYD OWNERS ADDf2ESS_ ST. LUCIE COUNTY, FL
CONTRACTOR MEL-12Y CONSTRUCTION, INC CONTRACTOR'S ADDRESS 10967 S OCEAN DRIVE, JENSEN BEACH, FL 34957
*FILL IN T1 E RATED WIND DESIGN P12ESSLJRES LIST BY T1 E MANLFACTURF�- `C EACH PRODUCT LI ,TEC
PRODUCT MODEL NUMBER MANUFACTURER EVALUATION AGENCY
NOA NUMBER EXPIRATION DATE
WINDOWS -SINGLE HUNG SERIES SH700 PGT/IMPACT MIAMI-DADE
II-1013.14 03/26/2016
WINDOWS -FIXED GLASS
SERIES PW-701
PGT/IMPACT
MIAMI-DADE
II-1110.15
02/19/2014
SLIDING GLASS DOOR
SERIES 9200
PGT IMPACT
_MIAMI-DA.DE
12-0127.06
06/13/2013
EXIT DOORS
SMOOTH -STAR
THERMA-TRU -CRP.
FLORIDA P120DJCT APPROVAL
FL 15225.5-68
NA
ROOFING MATERIAL
5V-CRIMP METAL
JM METAL
MIAMI-DADE
09-0121.16
02/11/2014
1 HAVE REVIEWED THE ABOVE COMPONANTS AND CLADDING AND HAVE APPROVED THEIR
USE IN THE STRUCTURE TOPROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES
SPECIFIED BY CURRENT CODE PROVISIONS.
NAME JOHN H. CRESWELL, PE SIGNATURE
DESIGN FIRM CERT.NO. PE= 4C940, COA= 27002 DATE,
(1) u5 E/
(5) 7.5' RISERS
(4) 10; TREADS
WALL N
HAN
:ONT. AT
SIDES E (1)
DPOI NT
(5) 7.5" RISERS
(4) 10, TREADS
STAIR R I SEQ? DETAIL AT ENTRY
N.T.S.
t ST. LUCIE COUNTY
BUILDING DIVISION
�, VIEWED BY
T Ii,- Iq ="
F LANS AND PERMIT
1AUST BE KEPT ON JOB OR
k , SPF.CT! ;NW! I- L BE M;AnE
DONT. AT
SIDES F (1)
IDPOINT
C. BLK. BASE
4N FILL UNDER
`HP° Ji AIN(Q Awn A' 1. WORK
ARE �064(
,t,*¢ IttS THAT
CiJii94"'VY N'ALL
GENERAL NOTES,
I. CONSTRUCTION SHALL FOLLOW 'FLORIDA BUILDING CODE' AS
ADOPTED BY THE AREA IN WHICH THE BUILDING IS TO BE
CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS.
2. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL
VERIFY ALL DIMENSIONS, CONDITIONS AT JOBSITE, PLANS,
SPECIFICATIONS, ETC.
3. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE
OVER SCALED DIMENSIONS.
4. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE
ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES.
STUCTURAL NOTES:
STAIR RISER DETAIL
N.T.S.
4" PLYWOOD
:CKING
! 2ND FL.
FL. JOISTS
VGERS
SIDE WALLS
�. STUD E
TAPCONS
'0 CONC.
USE FLOOD REc-' I STANT
MATERIALS F'0Q ALL STAIRS
BELOW THE FLOOD PLANE
ST. LUCIE COUNTY
PUBLIC WORKS DEPARTMENT
CODE: COMPLIANCE: DIVISION
2308 VIRGINIA AVENUE
FORT PIERCE, FL. 34952
772-462-155
DESIGN CERTIFICATION FOR WIND °-OAD COMPLIANCE
THIS CERTIFICATION MUST BE COMPLETED BY THE PIROJECT DESIGNER, ARCHITECT OR ENGINEER. THIS CERTIFICATION MUST BE
SUBMITLAD IN DUPLICATE WITH ALL APPLICATIOAS FOR BUILDING PERMITS INVOLVING THE CONSTRUCTION OF NEW RESIDENCE
(SINGLE OR MULLTI-FAMILY). RESIDENTIAL ADDITION, ANY ACCESSORY STr?UCTURE REQUIRING A BUILDING PERMIT AND ANY
NONRESIDENTIAL STRUCTURE. THIS CERTIFICATION SHALL NOT APPLY TO LNTERIOR NENOVATIONS (PROVE)ED THAT' NO EXTERIOR
STRUCTURAL WALLS. COLUMNS OR OTHER COMPONETS ARE BEING AFFECTED) AND CERTAIN OTHER MINOR BUILDING PERMITS FOR
FURTHER ASSISTANCE PLEASE CONTACT THE BUILDING INSPECTION OFFICE AT (772)462-2172
PROJECT NAMF_, KEVIN FLOYD
STREET ADDRESS,921 VENTURE: III
PERMIT NUMBER
ST. LUCIE COUNTY, FL
OCCUPANCY TYPE
_
SF12^
CONSTRUCTION TYPE
CBS-
CERTIFICATION STATEMENT,
I CERTIFY THAT, TO THE BEST OF: MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO
COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF: THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE
COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND
LOAD AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS.
DESIGN PARAMETERS AND ASSUMPTIONS USED (PLEASE CHECK OR COMPLETE THE APPROPRIATE BOX)
I. FLORIDA BUILDING CODE 2010 EDITION AND ASCE 7-10
2. BUILDING DESIGN IS, ENCLOSED, YES PARTIALLY ENCLOSED, _ OPEN BUILDING,
3 MEAN ROOF HEIGHT, LESS THAN 25' ROOF PITCH. 3/12 INTERNAL PRESSURE COEFICIENT. +/- 0.18
4. WIDTH OF END ZONES, < 4.5' WIND SPEED, 170 (3 SEC. GUSTS)
5. BUILDING CLASSIFICATION TABLE 1-1. ASCE 7 II FBC TABLE 1604.5
6. WIND EXPOSURE CLASSIFICATION,D ADJUSTMENT FACTOR FOR EXPOSURE > HEIGHT, 1.60
I. DESIGN LOADS IN ACCORDANCE WITH FBC CHAP. 16 7. COMPONENTS E CLADDING WIND PRESSURE ON ROOF ZONE 1 41.6 2 58.7 3 92.5 PSF
2. SOIL BEARING CAPACITY 2500 PSF '
't nuC t UMW`' " 8. COMPONENTS E CLADDING WIND PRESSURE ON WALL ZONE 4 SEE 5_PLANS PSF
3. ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM COMPRESSIV ND P(IPdEY EWE t- .� v- ''' )iz'�*SIGNED
C 1606. �"IPLIANCE' OF
STRENGTH OF 300E PSI AT 28 DAYS. 7. FC�h}k,r OF t 9. COMPONENTS & CLADDING WIND PRESSURE ON OVERHEAD GARAGE DOOR SEE PLANS PSF
4. SLAB/FOOTINGS TO BE CONCRETE WITH MINIMUM 300E PSI �!' FC?!.l.O\ylNt�,
COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLANS FOR SIZE ►�drEd/{L wdd� 1'r.Lsst�rL 10. LOADS, FLOOR 40 PSF ROOF/DEAD, 25 PSF ROOF/LIVE 30 PSF
AND STEEL REQUIREMENTS. WINDBORNE JjEaj3j,_ „ II. SHEAR WALLS CONSIDERED FOR STRUCTURE? YES X _NQ�SIF NO, ATTACH EXPLANATION)
5. MINIMUM CONCRETE PROTECTION FOR REINFORCINU BARS, ! fir, .1-ION
FOOTINGS: 3" BEAMS: 1-1/2" SUSPENDED SLABS, E dMF�Ac,T w 12. CONTINUOUS LOAD PATH PROVIDED? YES X NO (IF NO, ATTACH EXPLANATION)
6. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BA2 DIAMETERS. d FSIS7ANCE Gal r'\:rMQ {int.j
GRADE 60 STEEL MINIMUM IN FOOTINGS AND SLAB. GRADE 60 13. ARE COMPONANT AND CLADDING DETAILS PROVIDED? YES X NO IF NO, ATTACH EXPLANATION)
STEEL MINIMUM IN BEAMS AND COLUMNS. (tnt )- 14. MINIMUM SOIL BEARING PRESSURE, 2500 PRESUMPTIVE, 250E BY TEST, N/A PSF
7. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL
BE PRESSURE TREATED.
8. SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO
INSTALLATION OF HARDWARE IS NOT PERMITTED.
9. UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED
HARDWARE SHALL CONFORM TO THE MANUFACTJRERS
INSTRUCTIONS AND STANDARD PRACTICE.
IO.BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS
IN A NUMBER EQUAL TO THE NUMBER OF PLIES OF THE
BEARING MEMBER WHEN THE BEARING MEMBER IS 2 OR
MORE PLIES UNLESS NOTED.
11. ROOF SHEATHING TO BE NAILED WITH IOD GALV.
OR 8D RING SHANK NAILS OR EQUAL 4' O.C. EDGES AND 6" O.C. IN FIELD
12.FRAME TO MASONRY SEGMENT CONNECTIONS, PT 2 X 4 MINIMUM
TO MASONRY WITH 1/2" DIAME:TER 7' EMBEDMENT WEDGE
BOLTS I AT TOP AND BOTTOM 36" OC THEREAFTER.
13.ALL SOILS TO BE COMPACTED TO MIN. 95% DENSITY
IACORNER BARS ARE REQUIRED AT ALL OUTSIDE CORNERS
15.FOOTINGS SHALL BE A MIN. OF 16' IN WIDTH OR AS
INDICATED ON DRAWINGS
16.ROOF DL S-LL = 55 P.S.F.
ARE TIi
ITUPLIFT FORCES AS PER ENGINEERS NOTES AND SCHEDULES
-
t&FLOOR LL NA
19.SLIDING GLASS DOORS TO BE: TEMPERED GLAZING
20.ALL PRE -CAST LINTELS TO HAVE MIN.6" BEARING
21.ALL STANDARD LUMBER SHALL BE SPF WITH A MINIMUM FB OF
1000 PSI OR NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE.
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CE12TIFICA-710M IIS "TRUE AND
CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF.
NAME, .' :-...... C
DESIGN FIRM,
SLCCDV FORMu 020-00
REVISED 5/18/09 (CL)
CERT**, 4C 40, ?;OAn 1'r
SEAL
E
ST.!-UCIE COUNTY FLORIDA DESIGN CRITERIA
V(l JLT) 170 MPH (3 SEC. GUSTS)
v(ASD) 132 MPH (3 SEC. GUSTS)
E/POSURE D
IMPORTANCE FACTOR I
CATEGORY 11
INTERNAL PRESSURE COEFFICIENT +/-0.18
OF ZONE UP LIFT PRESSURES:
ZONE 1 —41.6 PSF
ZONE"? —58.7
ZONE 3 —92.5
FOR ROOF PITCHS 2/12 TPRU 6/12
COMPONENTS F, CLADDING PQESSUP,)ES-EXPOSURE "C"
TAG
POS.PQESSLJQE
NEG.PP,)ESSUQE
TAG r—"
END ZONE
SQ.FT.
+50.1
-54.2
-67.0
10
+47.8
-52.2
G
-62.6
20
50
100
+44.8
-49.1
-56.5
+42.6
-46.9
I
-52.2
+37.3
-41.4
J
-41.4
500
EXPOSURE "[D" MULTIPLIER
ROOF HEIGHT FACTOR
LESS THAN 25 1.60
.4,
REVISION:*l
06/04/2013
"SMAPTVENT" I
-**1540-510 =16"
HYDRO VENT f
n.
QIGHT
X WHYDRO VENT,
4,000 SQ. IN.
FOR 118 SO. FT.
PEVISION=2
06/04/2013
I OPEN I
REVISION=2
06/04/2013
`SMAl:2TVENT" ODEL
=1540-510 **16" 'N 8'.
HYDRO VENT IN STAIR
"SMAPTVENT" ODEL
=1540-510 *316" 1 See
HYDRO VENT
LEFT 11, 15' e ELEVATIONS 1/4" = 1.-0"
REVISION=3
06/04/2013
(D
IL
0
0
u
z
4
w
:2
i
5V-CRIMP
METAL ROOF
REVISION**3 �SMARTVENT" MOC
06/04/2013 k,**1540-510=16" X
0
FQONT
PEAQ
12
CJ
—1/2" O.H.
...............
CMJGN We
R.J. SULLIVAN
Dwr- BY-
011
Lu w o"
11
co
ui
U) 011
U) a
<Q Go
UJ
uj
0
LU 0
>
ON
Lu <
�z�o
tt
__j 0
LL d
LLJ q
a F2 ON
Z o" < Iq0
Lo
uo Lli
Ll f)
z
M
00
z
0
C)
>- 4,
o
z
>
LH
0
v
z
D
UFO0
12110
o�W
6-5 z Lu
uj >
w 0",
z u
(N Lo It 0 co oN
co In
cn <
(D
Z Z EY
JQ�CQ0
0- () <
Lo Z 0 z o
L Noo-w I 1--
i
V 2
7
W
(2) 1/2" CARRIAGE BOL
POST TO TRU;
"SIMPSON" MTSI6
EA. STUD TO SOLID -
BLOCKING OR TRUSS
STUCCO OVER
PAPER BACKED WIRE
LATH OVER 1/2" CDX
PLYWOOD OVER 2" X 4'
WOOD FRAME, ENCLOSE ALL
LOFT
(2) 2" X 8" WOOD BEAM
W/1/2" PLY FLITCH PLATE
STUCCO OVER
PAPER BACKED WIRE
LATH OVER 1/2' CDX
PLYWOOD LOFT CEILING
STUCCO OVER PAPER
BACKED WIRE LATH OVER
I/2' CDX PLY CEILING
IN ALL EXPOSED CARPORT
ENGINEERED
LOOR
TRUSSES
"SIMPSON' MTSI6
EA. STUD TO SOLI
BLOCKING OR TRUSS
4" X 4" WOOD POST
---SUSPEND SHELF FROM
TRUSS
3/4' PLY
DECKING
2" X 8" FLOOR
JOISTS AT 16" O.C1
1/2" D. CARRIAGE BOLTS
AM TO POST(EACH WAY)
CONC. BLK _
EXT. WALL
SOLID BLOCKING
FOR WALL
ATTACHMENT
'SIMPSON" HUS28 AT
EACH END OF EACH
FLOOR JOIST WA14)
16D TO LEDGER ZE (6)
16D TO FLOOR JOIST
2" X 8" LEDGER ATTACHED
TO CONC. BLK. W/5/8" A.B.
AT 24" O.C. Z; STAGGARD
IVING FLOOR
AWALL Z; FOOTING
OTHER DETAILS
\O
6-8" CLEAR
UNDER AC
ROOM
MASTER B/— TI— ELEVATION
LINTEL SCHEDULE
N I GN—STRENGTH
PRECAST AND PRESTRESSED LINTELS
L
MANUFACTURED BY CAST—CRETE
SAFE APPLIED
SAFE
APPLIED
GRAVITY GRAVITY
UPLIFT
UPLIFT
BEAM
LENGTH TYPE LOAD _ LOAD
LOAD
LOAD
COMPOSITE
LI
2'-10"
PRECAST
6i13
< 800
4460
< 400
8FI6-IB/IT
L2
4' 0"
PRECAST
6,i13
< 800
3079
< 400
8F16-IB/IT
L3
5'-4"
PRECAST
5365
< 800
2290
< 400
8F16-IB/IT
L4
7 - "
PRECAST
2661
< 1000
1634
< 400
896-I13/I1
L5
9'-4"
PRECAST
1-343
< 1000
1133
< 400
8FI6-IB/IT
L6
II'-4"
PRECAST
1366
< 1000
798
< 400
8FI6-IB/IT
L7
13'-4"
PRECAST
7
606
< 400
8F16-IB/1T
I. ALL BOND BEAM REINFORCING SHALL BE CONTINUOUS AROUND ENTIRE HOUSE PERIMETER INCLUDING
CHANGES IN BEAM ELEVATION. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS
2. CONCRETE FOR COLUMNS AND BEAMS SHALL NAVE 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS
3. A SINGLE FILLED CELL IS REQUIRED AT EACH SIDE OF EACH OPENING AND AT 4 FEET
ON CENTER
4. 4 INCH MINIMUM BEARING IS REQUIRED FOR ALL LINTELS WHEN FILLED SOLID WITH CONCRETE.
LENGTH = OPEN SPAN PLUS 8 INCHES
NOTE"
ALL GLASS WINDOWS AND GLASS DOOR TO
BE PGT INDUSTRIES, IMPACT GLASS
ALL EXTERIOR SOLID DOORS TO BE '°SMC)OTH STAR"
THERMA-TRU CORP
23
0 �90
FOR�E'a�P,S GONE
" X \6 GR5
HYDRO
NT,
ACCESS PA
ELS
4,000 S
, IN.
FOR 118 SC.
FT.
1 UNDER FINIc,
HED
REVISIO #2
06/04/2 13
REVISION**2
06/04/2013'
REVISION#3
06/04/2013
2ND FLOOR PLAN 114" s 1 P-0"
CONCRETE BLOCK EXTERIOR WALLS WITH TYPICAL STUCCO F [NISH
A%W.�%p DETAIL DIAGRAM
Smart'VENT MODEL 1540-510
877- Smart
E368 DUAL FUNCTION FLOOD AND VENTILATION VENT
INSTALLATION INSTRUCTIONS
SMART VENT & DETAILS
877- 441- 8368 MODM HMO. 10
www.smarl.vent.com 16 1/4' 12/0
> —n�oz
,
d �wm'
�
WWW TVENT,C0M DUAL PL NCTION FLOOD AND vE NnLATION VENT
lei e•®av
INETALLATM
L rrsAOY! VOW DOOR PPOWINEWPRAIR.OTJiN IPtAD DOWi ROTATR ODTTL9M Cr OCR UIWAADAM tl.YOGMO
GM A O p
— �
~
1 P!AlAOIlAN 16.9C W11'R1'8,9AC WMiI ilaR1aQ16 fI177KMIP•.�CY@%IIPdOO.41i� IQ mAcuvow. rNlmim WnaiQR!
oouawowe«aew.nrs:,wwe�laA.ouenerwel�a�.
i APPLY AlADOFOLKXM-CRP'LLYIJlDWMAOIAla MCLM7M6EMX Cr'll-o MARM CN%aMW MAW. raa
A N®T7M4SIM BMA $To T MR V4 WME
ow 6+OIRA�J►TWD�M WO WN MRMW 00 MRAP WrAD
ul
1-114
®
A. JMRMWNTPRALl NM OUT CP 7WNWWMAPl aD N IMLPdiD M DMEW MWAll.
PLM ImF A TMW AWW M PAM Q TMVULL JlMPR 0 MA04 ATV Al== N M IR ON& P9
% MAMTWWAAMwMCPa A100=7M7WD@MAP* NVMENMAMMPOWAQSWMWARAW M WALLS. MM.. PONE WM
IRMM SCLW NW BMW PAW M PRWr Cr TIWM PAM MALL TM TM 054A WRD1MQR WR
VE s rWuo FIGLVE 1
Form O FRONT VIEW
6 1 OMM TWAT PIMM 6SMIAM AM 6X= AM CUM OP COMM AID CAUJC
A NerAuMDOOR NIO PIiM!KQBAt;ROMRDrTDAeWDDDR OMDI PLMTP!!DOWv APD PRGiPdW.i.IORBN NPRWrl UMMMMDM"M
AM WfATR WrL rr 0 LATO -M
TOCMMDMN W 7R0 CMIT CA= RM 7M FWAT &M A8 WOM P4 nE MAMMM IMwuuaATW,%EC=FMMWALAMOAMa
oerALm o"ClFTGATCM
FIGURETZ
Side Vicw�
FIGURE =4—ow
SIDE VIEW
15
STRAP DETAIL
.. •� ..
�
ruLYaarATos®nuxa�,v®�lorerro�
onvOl_
MR
nowtlrwmA
%'0� rweo�vxiay.�vm�cAos�ac owwr.
�rANpy{�pr,p'•-�
MEECS THE REQCIAEMENTSFOR ENGINEEDOPENINGS AS SEl CORCH EY:--3
SUPPOATNE DOCU N'P6,,f 1-08,4CR 60.3(Cx5),ASCE24-05
ICC-Ll1ATiON4ESR- 74
v
THIS 8" X 16"
CONC. COL. CONT.
FROM FLOOR BELOW
SLEEPING ViCr( ;Vp,s 4;jit)Vil)E AW ECSIiI_SS
WINDOW WITH a07T (,LEAR OPENING
OF 5 SQ, FT, F 014 d:: Id()UI i? FLOOa a r
5.7 SO. FT. FOR LIPP'rN FLOUHS. OPENINGS
SHALL NOT 13E LESS THAN 24'H Of 20V
SILL NOT MORE THAN 44" ABOVE FLOOR
w
L4 u
Lo U)
Q
J
(9
L4 w
x
T
X
MARTVENT" MODEL
u1540-510 uI6' X 8" q
1RO VENT, E30TTOM L3 =
AT 10 U
5 RISERS--Q
1AARTVENT° M)ELj
u1540-510 u16"1RO VENT, BOTA
FL
CO
UUN 1.
®. PORCH
UP (5)
RISERS 34SH
Co
Co
POURED
WA4) u5'S
CONTINUE THIS 8" X 16"
CONC. COL. TO UNDER
SECOND FLOOR PORCH
BEAM W/(2)tt5'S VERT.
I I
I I
I I
I I
_7 :O J
I I Z I^ = L5
Ill
QU
i® at
20 W/u7 LL J
�)
®d L0
'I I
I I
RE`urISION1#4
06/04/2013
(2) 4043 E14SH (E-GR.)
/ !Co BATH#2 ��' DEMAND
lVv1I-I
-102 `�'-I" -
Co
10
Co
3'-52"
LI L2
rH) O
V. 3068 S C.
LANDING
U
STORAGE L2 Co
� I
I ULL LOFT AALL
I ENCLQ E� D
I T RAISE 7
LOFT
SEE L JE-T D TAIL
3' S'�
— e Act-ESS—1
RISERS \ (2) 2' X F." WOOD
EAM, 6°-8" CLEAR
UNDER(S'-=E FRAMING DET)
4'X4'WOOD
OST TO 'TRU-S-
CONC, BLK, (SEE DETAIL)
GARAGE WALLS
TO 8'-1" A.F.F.
(UJ)J _R FL. )'
\0
GARAGE ;'EVISION#I
Ir"i6/04/2013
e,
�oN� P ®cam
€�l
QE
06
In
U)
g
T
x
N
n
REVISIONJI
06/04/203
"SMARTVENT' MODEL
u1540-510 u16" X 8'
HYDRO VENT, BOTTO
AT 10'
= LI
x
`o CONC. BLK.
EXT. WALLS
TO 2ND
FLOOR T.O.B.
CONCRETE BLOCK
EXTERIOR WALL
BEAM BLOCK AT CONC,
SLAB WAD u5 CONT.
CONC. LINTEL ABOVE
ACCESS PANEL OPENING.,
BOTTOM AT 6' BELOW FINWL
HOOK SLAB BARS
12' INTO BLOCK WALL
14' N.T.S;
)N JOINT HOOK VE12T. BARS
6" CONCRETE SLAB 17 INTO SLAB
/-ABOVE STORAGE W/U5 THICKEN CONCRETE
BARS AT 12" O.C. EA. WAY AT STEMWALL W (1 4' CCNC.SLAB
45 C
----------- -------
--- ---
%
CONC. BLOC
STEMWALL WA
3*5 VERT. AT 4L
EXTEND U5 4'
INTO 4- SLAB
II
STORAGE AREA
O.C.
O.C.
—Flu
d:
BA12S BOT14 SIDES
OF ACCESS PANELS
II
OUTSIDE ACCESS
LAP BARS
II
48 BAR DIA.—
.. 11
i i i
--!ij Id
I ,
ACCESS PANEL
ii
(MIN)
11
:-
W1 OPEN LOLIVERS—
SEE LEFT ELEVATION
-
ii
SLOPE 7
'CONC.SLAB
EXP.
NN,.,
JOINT A
CONC. BLOCK
STEMWALL WAD
(TYP)
U5 VER12T. AT 4! O.C. (
--- ------ ------ ------
I h
4
SEF012E E BEYOND
j!
' I
41,
fl - -----
....
24"X12'CONC.
24WZ CONIC.
1LI.III
FOOTING WAD
FOOTING WALi
#5'S CONT.
I E; i I
#5'S CONT.
#5 X 0` HOOK
IJ
LEAN
Flu- U5 X 10- HOOK—
1-2
STOPAGE UNDEQ SLAB
DETAIL
N.T.S.
0
5V-CRIMP METAL ROOF
OVER 30# FELT OVER
19/32" CDX PLYWOOD
SEE ROOF NAILING ZONE
AND ATTACHMENT DETAIL
"SIMPSON"HETA20
AT EACH TRUSS
TO BEAM W/(12)----
IOD X 1-1/2
SEE SOFFIT E,
FASCIA DETAIL
CONCRETE BLOCK
EXT. WALLS WM)
**5 VERT. AT WO.C.
EA. SIDE OF EA.
OPENING IN BLOCK WALL
E ALL CORNERS
AND CONT. FROM
FOOTING TO BEAM
FILL CELL SOLID W/CONC.
AT WEDGE ANCHORS
CONC. "U'BLOCK
W/(I)#5 CONT'.
CONC. LINTEL
W/W#5 CONT.'
7/8" P.C. STUCCO
TYPICAL EXTERIOR
CONCRETE BLOCK
EXT. WALLS WM)
u5 VERT. AT 4' O.C.
EA. SIDE OF EA.
OPENING IN BLOCK WALL
E ALL CORNERS
AND CONT. FROM
FOOTING TO BEAM
OVERLAP ALL REBAR ENDS
48 BAR DIA. (MIN.), PROVIDE
CONTINOUS LOAD PATH FROM
FOOTING TO TOP OF BEAM
zo
REVISION**10
06/04/2013
12
"SIMPSON"PETA20
PITCH-,----
AT EA. TRUSS TO
ENGINEERED ROOF
CONC. BEAM
TRUSS AT 24" O.C.
-30 INSULATION
I'X4' AT BOTTOM
Z_CHORD AT 8- O.C.
SEE SOFFIT
i-:ACIA DETAIL
Yxwff"m__wl,ID CONTINUOUS
8" X 16" FORMED
WIMWM__�NAILED (3) 8D
AND POURED CONC.—
COMM N EA.TRUSS
REAM WA4) **5'S CONT.
DR WALL
CONCRETE "U" BLOCK
WAI) =5 CONTINUOUS
USE CONCRETE LINTEL
ABOVE ALL WINDOWS
AND DOORS THRU BLOCK .1
14
CONC. COL.
WALL
AT CORNERS
VERT TO T.O.B.
DBL. 2"X 8' RIM JOIST
W/W 5/8"DIA. WEDGE
/ANCHORS AT 32"O.0
W16" MIN. EMBEDIMENT
r-3/4'PLYWOOD DECKING
DRYWALL
Top CHORD BEARING
NGINEERED FL. JOISTS
AT 16 O.C.
1/2' DRYWALL OVER
IL INSULATION OVER
I"X 2"P.T. FURRING
GRADE
ti. � O
TYPICAL STEMWALL SECTION
N.T.S.
TION
8" X 16" FORMED
AND POURED CONC,
13FAM WI(4) **5'S CONT.
CONC. CCL.
AT CO:2NERS
WAD ttE) VERT,
CONT. FROM FOOTING
70 T.C.B.
8 ABOVE
FLOOD PLANE
(AE8)
BEAM SOCK AT CONC,
SLAB WAD U5 CONT.
CONC. BLOCK
STEMWALL WAD
#5 VERT. AT 4'
O.C. (TYP)
LAP BARS
48 BAR DIA.
(MIN)
-EXPANSION JOINT
TYPICAL
Z!��_SLAB
24*XI2• CONC.
FOOTING WAD-
45'S CONT.
T
#5 X 10` HOOK�
TYPICAL CONCRETE BLOCK STEMWALL
N.T.S,
12
PITCH�_
TYPICAL
R 0 0
TRUSSES
DBL. 2" X 6"
TOP PLATE
STUCCO OVER I
HIGH RIBBEI3J
METAL LATH
"SIMPSON" MTS16 AT
EA. STUD TO TRUSS
2" X 6" WOOD FRAME
EXTERIOR WALL
STUCCO OVER
PAPER BACKED
WIRE LATH OVER
1/2" CDX PLY.
OVER VAPOR
BARRIER
QEAP, BALCONY
5/8'DIA. WEDGE
ANCHORS AT 24" O.C.
E STAGGARD. W/6"
MIN. EMBEDIMENT
"SIMPSON" MST16
AT EA. STU TO FL. JST
WATERPROO
PNO F-JTXSLEAK"
\\.ZTOPR:,k4OPD
EA ING DECK
JSTS
STUCCO OVER
HIGH RIBBED'
METAL LATH
DBL. 2"X 8"P.T.
WOOD I -EDGER
'SIMPSON' HUS412
AT EA. PORCH JST:
TO FLOOR JOIST
UNIEMMU
3-PLY 2" X 10
WOOD BEAM ABV.
INSUL.
/2" DRYWALL
2" X 6"
BOTTC
PLATE
STUCCO OVER
HIGH RIBBED
METAL LATH
TYPICAL STU(
INSUL.
/2" DF
2ND FL, LIVING
INSUL.
3-1/2" X 16"
FL. JSTS.
CONC. "U" BL
VVA1)**5 C
aL
IALL
CONCRETE BLOCK
EXT, WALLS W/<I)
#5 VERT. AT 4' O.C.
E EA. SIDE OF EA.
OPENING IN BLOCK WALL
—
E ALL CORNERS
AND CONT. FROM
FOOTING TO BEAM
STRIKE JOINTS READY
FOR PAINT, STUCCO OPTI
OVERLAP ALL REBAR END;
-(2) 5'S CONT.
48 BAR DIA. (MIN.), PROVIDE
CONTINOUS LOAD PATH FROM
FOOTING TO TOP OF BEAM 4' CONC.
SLAB
FL.
u5 X 10"HOO
CARPORT FLOOR
GRAD
I
z
CAPPOPT FOOTING DETAIL
N.T.S.
4" CONC.
1
CONC
W/(2)
TYF
CAQI=)OQT/STOQAGE CONC. BLOCK PAQ7
�-I/2" DRYWALL
CONC. BEAM BLOCK
WAI) =5 CONT. �
FILLED SOLID W/3000
P.S.I. CONC.
1/2" DRYWALL OVER
FOIL INSUL. OVER
X 2" P.T. FURRING
OVER TYPICAL EXT.
CONIC. BL<. WALL
IST FL, LIVING
/-EXPANSION JOINT
FIN. FL.
IVCONC.SLAB
BEAM BLOCK
W(I) =5 CONT.
\0
TYPICAL CONC.
STEMWALL
EXPANSION JOINT CLEAN, TREATED
COMPACTED FILL
REAR Popcw-\"
`D CLEAN, TREATED
F
COMPACTED FILL
/_EXPANSION JOINT
TYPICAL
ONC-SLAB
BEAM BLOCK AT CONC,
SLAB WAD U5 CONT.
CONC. BLOCK
STEMWALL WAD
*:5 VERT. AT 4"
O.C. (TYP)
LAP BARS
48 BAR DIA
(MIN)
Col
L
24-X]2'CONC.
FOOTING WA
u5'S CONT. T
#5 X la HOOK
U"NONC;,)ETE BLOCK STEMWALL
AT ELEVATION 0'-0"/ FINISHIED F
4'
toco
8* X 16' SOLID POURED
CONCRETE COLUMN FROM
STEMWALL FOOTING TO TOP OF
CONCRETE SLAB W1 (4) 45'S
VERT AND #3 HOOPS AT 12'
Ir II
O.C.. VERTICAL. (TYPICAL) —
AT EACH CORNER AND AT
20'0.C. IN FIELD. (MAX) SEE
FLOOR PLAN FOR FILLED
CELL LOCATIONS, USE
ALL 3000 PSI CONCRETE
CONCRETE STEMVVk!_L COLS
REVISION147
06/04/2013
-4-4'YY
L
INTERIOR FOOTING
)NC.
0
C14
0
4
0
:9
_J
w
ELECTRICAL NOTES:
*200 AMP SERVICE
*SMOKE DETECTORS AS REQUIRED
*CARBON MONOXIDE DETECTORS AS REQUIRED
*FIELD VERIFY RECEPTACLE LOCATIONS
*ALL BRANCH CIRCUITS THAT SUPPLE' 120V,
(A)SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS
SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT,
FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS,
LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS,
CLOSETS, HALLWAYS, OR SIMILAR ROOMS AND AREAS SHALL BE
PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER,
COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE
BRANCH CIRCUIT (NEC 210.12(B))
(B)TAMPER RESISTANT RECEPTACLES3 (NEC 406.11) ARE REQUIRED
IN DWELLING UNITS IN ALL AREA; AS SPECIFIED IN 2005 NEC 210.52,
ALL 125V. 15 AND 20 AMP RECEPTACLES
*RECESSED LIGHTING FIXTURES
MUST COMPLY WITH:
FLORIDA ENERGY CODE 6061ABG. 1.2A-.
PRODUCT APPROVAL (TOTALLY ENCLOSED)
ELECTRIC RISER
NOT TO SCALE
ELECTRIC METER
BY F.P.L.
TRANSFORMER
BY F.P.L.
Ee
AMP, IPH., SW., 115/230V
N MOUNTED NEMA I
200 VY/LVV .HIVIr IVIFi IIV UKLF+J-,C
MAIN DISCONNECT AMP (30 CIRC.)
PANEL 30AMP IO.OSEER AC
(3) #2/0 THHN-CU
IN 2' CONDUIT
3n2/C.U. IN 2' DIA. COND.---' ax4 SOLID OR STI?/- NDED CL. GROUNDED TO =5
--'REINFORCING BAD AT FOLNDATION BASE
UFER GROUND RE®UIR:'D
LOAD CALCULATIONS
RESIDENTIAL 200 AMP ELECT. PANEL 240- IC 3W
CIRC.
DESCRIPTION
VOLT
SIZE
WATT
SIZE
1,2
AC/AH
240
60
12,000
6
3A
WTR. HTR.
240
30
17,000
10
5,6
OVEN/RANGE
240
50
12,000
1 6
7,8
DRYER
240
30
1,000
10
9
LIVING RM.
120
15
1,500
14
10
MASTER BEDRM.
120
15
1,000
14
II
DINING RM.
120
15
1,000
14
12
LAUNDRY/WASHER
120
20
1,000
12
13
KITCHEN
120
2'0
1,000
12
14
BATHROOM
120
2'0
2,000
GFI
15
CARPORT
12C
2'O
1,000
GFI
16
SPARE
120
20
1,000
12
FIRST 10,000 = 10,000 51,500 WATTS
REMAIN. 41500 AT 40% = 11,200
TOTAL WATTS 21,200
AMPS = 41,200/240 = 176.6
USE 200 AMP. SERVICE
ELECTRICAL LEGEND
1/2 ON SWITCH 110 V. RECEPTACLE
C7
110 V. RECEPTACLE
QE
220 V. SPECIAL PURPOSE OUTLET
B
FLOOR CUTLET
0
RECESSED - ADJ. EYEBALL
WALL MOUNT LIGHT FIXTURE
IIOV FOR FIXTIRE(LITE ETCJ
RECESSED LIGHT
®
EXHAUST FAN/LITE COMBINTION
®
EXHAUST FAN
CEILING FAN
CEILING FAN W/ LIGHT
$
SINGLE POLE SWITCH
$3
DOUBLE POLE SWITCH
�
220 V. DISCONNECT
SMOKE DETECTOR
�--/
CARBON MONOXIDE ALARM
FLOOD LIGHT
DOOR OPENER
FLUORESCENT LIGHT
FLUORESCENT LIGHT
®
ELECTRICAL PANEL
III
ELECTRICAL METER
TELEVISION JACK (CABLED
APHONE
JACK
0 D0003ELUGA12AGE DOOR BUTTON
CHIMES
®
SPEAKERS
GFI
GROUND FAULT INTERRUPT
WP
WATERPROOF
TO SW
DOWNST
.DISC
PROVIDED IELEECTRI-1 Sllfio�,E,
D TE(,TORI a► g I ',Y I
IAA C Vt v U P i � '1 L L S Lbw „ . .
AR A3 AND 5 TA IR
WIRED 0 "!'HAY'*IW E TNlia^ °'N
OF ANY PelrOPTOR W- A ALL.
A CARBON MONOXIDE ALARM SK
BE INSTALLED IN ACCORDANCE
W I T H RA, C. v E & B- J) 472 W I T H I I
TEN FEET OF EACH RODRl USED F
SLFEPING PURPOSES.
UP 5
METER E
FIELD L
I ST ELECTRICAL PLAN 1 /4 = 1'-0"
AS PER 2008 N.E.Q.
:VISIONs*9
i/04/2013
FROM FL.2
DBL.SINK
F/
KITCHEN
SHOVER
PVVDP.
/-AV 2" VA V
Z - — — — — — — -
7
2" MBATH
ee
LAV /
(wc
2ND FLOOR PLUMBING RISER
N.T.S.
TO FL.2
I -AV
/ wc
2"/ 2"/ /TUB
WAD 2"
Z- / Z
LAUNDRY
BATH**2
O
Of
2"
IST FLOOR PLUMBING RISER
N.T.S.
4" C/O
14"
TO APPROVED
SEPTIC SYSTEM
SEE ALL PAGES FOP STRUCTURAL DETAILS
I�
UP 5
IST HVAC PLAN 1/4" = I'- �"
PROVIDE BALANCED AIR RETURNS IN ALL, BEDROOMS
26 GA. METAL AC
DUCTWORK TO COMPLY
WITH SECTION 12-309.1.1
FOR ALL DUCTS IN GARAGE
PRE -CAST
CONC. SILL
CONC.BLIK.EXT.
- WALL W/1#5 VERT
AS IN FLOOR PLAN
CONC. WINDOW
SILL DETAIL
PNEUMATIC EASTNER SCHEDULE
1.) PNEUMATIC FASTNEP", SHALL BE "HILTI" COIL NAILS, TYPE CRF 1120. 1-1/2" LONG BY .120 DIAMETER UNLESS OTHERWISE NOTED,
2.) FASTNERS OF EQUAI_ LENGTH AND DIAMETER MAY BE SUBSTITUTED FOR THOSE SPECIFIED.
MANUF.
MODEL u
SPACING/
LOCATION
1,JAIL SIZE
REMARKS
PLYWOOD WALL
2-3/6- X .113 (34 DEG.)
PRUDENTIAL
SHEATHING
BUILDING MAT.
SP8RMS
SEE DIAPHRAM SCHEDULE
PLYWOOD FLOOR
2-3/6" X .113 (34 DEG.)
PRUDENTIAL
SHEATHING
BUILDING MAT.
SP8RMS
SEE DIAPHRAM SCHEDULE
PLYWOOD ROOF
8D COMMON COATED
PRUDENTIAL
SHEATHING
BUILDING MAT.
SEE DIAPHRAM SCHEDULE
I" X 2" FURRING
.099 X 1-1/2" SM
INTERNATIONAL
422428
16" O.C.
STRIPS
STAPLE
WINDOW BUCKS
.120 X 1-1/2"
HILTI
12" O.G.
GARAGE DOOR
1/2' X 5-1/2"
RAMSET/REDHEAD
24' O.C. VERTICALLY
BUCKS
DOOR BUCKS
1/4" X 2-1/2"
INTERNATIONAL
8" O.C.
TAPCONS
STAPLE
SLIDING GLASS
.120 X 1-1/2"
HILTI
12' O.C.
DOOR BUCKS
ROOF BASE
.120 X I"
CENCO
HJI5ATA
12' O.C. AT HEAD LAPS AND EVE EDGES
SHEET
GAI_`✓ANIZED
24" O.C. AT EDGE OF VALLEY SHEETS
DIAPHRAM SCHEDULE
PANEL FRAMING DIAPHRAM ZONE I ZONE 2 ZONE 3
LOCATION PANEL GRADE THICKNESS SPACING BOUNDERIES EDGE INTER. EDGE INTER. EDGE INTER. REMARKS
ROOF APA RATED SHEATHING 19/32" 24' O.C. MAX. IOD, IOD, IOD, IOD, IOD, IOD, IOD, BLOCKING
EXPOSURE I, OR EQUAL 6" O.C. 6" O.C. 6" O.C. 6" O.C. 6" O.C. 4" O.C. 4" O.C. AS SHOWN
SPAN RATING 40/20
NOTE: ALL ROOFING NAILS TO BE RING SHANK
NOTE TO GENERAL CONTRACTOR: ALL CONNECTIONS IN CONTACT WITH ACQ MATERIAL
SHALL BE HOT DIPPED GALVANIZED MINIMUM.
NOTE TO BUILDER: BUILDER SHALL COORDINATE A'1D REVIEW ALL FINAL ARCHITECTURAL DRAWINGS
WITH TRUSS MANUFACTURERS DRAWINGS BEFORE TRUSS MANUFACTURERS TRUSS
ENGINEERING PACKAGES AND /. CTUAL TRUSSES ARE PRODUCED.
METAL ANCHOR FLANGE EXTERIOR
(4) BY MANUFACTURER WALL
WITH 1/4" X 3" ANCHO
BOLTS TO CONC. TYP. (4)
PLACES
CONDENSER UNIT---j- ED
4" THICK CANTILEVER
CONC. PLATFORM
COMPRESSOR ATTACHMENT DETAIL
N.T.S.
12" MAX
KiZoft
19/32" CDX
PLYWOOD
-c ;RIMP METAL
OF PANEL
5V-CRIMP METAL
ROOF PANEL.
On FELT
I. AT THE SAVE, RAKE,AND RIDGE, FASTENERS SHALL BE
LOCATED NOT MORE THAN 3" AWAY FROM THE PANEL END.
2. THE LEADING SIDE EDGE OF THE PANEL SHOULD BE THE
SIDE WITH THE ANTI -SIPHON GROOVE, EACH PANEL SIDE
WILL OVERLAP THIS CHANNEL TO PROVIDE A CAPILLARY 13RAKE.
3. **9-15 X 1-1/2" SELF DRILLING CORROSIAN RESISTANT FASTENERS
W/ SELF SEALING WASHERS AT 12" O.C. AND AT 12- O.C. iN THE CENTER
OF THE PANEL AT THE FIELD PERPENDICULAR TO THE R' )OF SLOPE ON THE
HIGH POINTS OF THE PANEL RIBS.4. THE PANEL'S WIDTH FASTENERS SHALL
BE SPACED AT 12' O.C. TO THE CENTER RIB, THEN 12" TC, THE NEXT, PERPENDICULAR
TO THE SLOPE, THROUGH THE OVERLAPPING PANEL. THE r-LAT
AREA OF THE PANEL AS SHOWN IN THE DETAILS HEREIN
5. THE PANELS FASTENING PATTERN AT THE INTERIOR OF
THE PANEL, SHALL BE IN ROWS SPACED 12" O.C, RUNNING
PARALLEL TO THE SLOPE OF THE ROOF.
FL #6931-RI
E 9. r
42" X 42" X 6" CONC.
PLATFORM W/�15'S AT
8" O.C. EACH WAY.
DRYER VENT TNf2U Q00F DETAIL
I
AS PER F.B.C.2514.3.5
METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE
EQUIVALENT OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVI-N TO A PENETRATION
OF AT LEAST 3/4 INCH (19 MM) AND BENT OVER TO ENGAGE NOT LESS THAN THREE
STRANDS OF LATH. METAL AND WIRE LATH SHALL BE ATTACHED TO CEILING JOISTS OR
OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. II -GAUGE,
BARBED, GALVANIZED OR BLUED NAILS 1-1/'2 INCHES (38 MM) LONG HAVING A
HEAD NOT LESS THAN 3/8 INCH (9.5 MMJN DIAMETER.
SOFFIT VENTS TO BE 6"X24" AT 8' O.C. MAX.
EXTER 1 OR CEILING/SOFFIT DETAIL
N.T.S.
AC UNIT
'
FOIL
1/2"
DRYWALL
S
I"X2" P.T/
FIR STRIP
CASI
2"X8" P.T. DOOR BUCK I"X2" P. . P.T.
ATTACHED W/I/4" X 4" FURRIN F1'*BRING
TAPCONS®6" EA.END. I/2" �DQLL,,�,,m18" O.C:(SNGL.LEAF)I"X6" P.T. WINDOW BUCK
l®12" O.C. (DBL.LEAF) aATTACHED W/1-1/2" "T"
---------_------- -------- ------------- —--------- — NAILS ® 18"O.C. VERT
_ BRICK
MOULDING
HINGED SWING !
` WINDOW FRAME
ATTACHED TO CONC,
VBLOCKTHRU WOOD
DOOR JAMB ATTACHED TYPICAL e WINDOW BUCK W/1/4" X 2-1/4
W/u10 X 3" WOOD SCREWS STUCCO TAPCONS, FILL ALL HOLES
06" EA.END E 18" O.C.(SNGL.LEAF) MIN. EMBED 1-1/4"
12" O.C.(DBL.LEAF) WINDOW' ATT°ACHMErJT DETAIL
EXTERIOR SWING DOOR ATTACHMENT DETAIL
CONCRETE LINTEL
AT OPENINGS IN BLOCK
11 _3'-6`
—3'-6'1- f
BEND tt5 BARS 12"
�- --k —+ —4- I DOWN INTO CONC. BEAM
42" X 42" X 6" CONC
PLATFORM W/=5'S AT
8" O.C. EACH WAY. CONCRETE PLATFORM
FOR AC CONDENSER
BEARING HEADER SCHEDULE
SIZE SPECIES NAILING OPENING JACKS FULL STUD
(2)2X6 SPF STAGGERED UP TO 3'-II (I) (I)
12"OC 16D
(2)2X8
HEMP FIR
STAGGERED
4' TO 6'
(I)
(I)
12"OC 16D
(2)2X10
HEMP FIR
STAGGERED
6-1 TO 8'-6
(2)
(1)
12"OC 16D
(2)2X12
HEMP FIR
STAGGERED
8'-7 TO 16'
(2)
(2)
8"OC 16D
NON -BEARING HEADER SCHEDULE
SIZE
SPECIES
NAILING
OPENING
JACKS
FULL STUD
(2)2X4
SPF
STAGGERED
UP TO 3'-II
(1)
(1)
12"OC 16D
(2)2X6
SPF
STAGGERED
4' TO 9'-8
(1)
(1)
12"OC 16D
. I' MIN
HEADER "-12--FROM EDGE
2" AX
(9) IOD X 1-1/2"
STRAP TO TRUSS
• SIMPSON MTS 16 ATTACHED
TO BLO( K W/(3)- 3/16" X 1-3/4'
TAPCONS
- TYPICAL CONC.BLK
EXTERIOR WALL
MISSING TRUSS STRAP DETAIL
Ell - INTO FOOTDOW
�EL
W/EPDXY
t, a
SEE TYPICAL WALL;. III Lf717
SECTION FOR FOOTING 1= I
DETAILS • •'�' _ _ ;_, _, _,j��:==:�
MISSED DOWEL D TF AIL
SEA ALL PAGES FOR STRUCTURAL DETAILS
I
OR WOOD
STUDS AT
24" () C.
FINISHED
CEILING
CONT. 25 GAUGE METAL
TRACKS TOP � BOTTOM
25 GAUGE CHANNEL SHAPED
STUDS AT 24" O.C. W/ 1/2"
_GYPSUM WALL BOARD APPLIED
VERTICALLY E ATTACHED W/ I"
LONG BUGLE HEAD SCREWS TO
EA. SIDE AT 12" O.C.
CONC.
FLOOR SLAB
TYP I CAL I N-IFEP I -OR_- F'APT I-T I ON
BEAR 1 NG HEADER SCHEDLll:LE=
SIZE
SPECIES
NAILING
OPENING
JACKS
FULL STUD
(2)2X6
SPF
STAGGERED
UP TO 3'-II
12"OC 16D
(2)2X8
HEMP FIR
STAGGERED
4' TO 6'
CI)
(I)
12"OC 16D
(2)2XIO
HEMP FIR
STAGGERED
6'-1 TO 8'-6
(2)-
_ (1)
12"OC 16D
(2)2X12
HEMP FIR
STAGGERED
8'-7 TO 16'
(2)
(2)
8"OC 16D
NON-BEARING HEADER
---
SC�HEC)ULE
SIZE
SPECIES
NAILING
OPENING
JACKS
FULL STUD
(2)2X4
SPF
STAGGERED
UP TO 3'-II
(I)
(I>
!2"OC 16D
(2)2X6
SPF
STAGGERED
4' TO 9'-8
(I)
(I)
12"OC 16D
I' MIN
FROM EDGE
.
n
HEADEK
-12"
®�
2". AX
1
DESIGN BY,
Q.J. SULLIVAN
OM BY-
o�
111 w
� U �
_ LL
(n ® Q
Q c0
uw U)
Lu
O
W
J O O >
W Q o. #
c�nzqo
LLI
m
V U U
U uj o
_WO
= aj Q �
r
W
m
Dn
®0
U
�L
Z
O
U
Q
O
I I�
LL
z
1__IL
O
LL v
�z
Lu U � �
®~ W_
W
Lu U
� > J
WO,�
Z u (�
NLo-1pcoG,
aO to " CV CV
d ON (f) (f) Cv
0
tY
(n J
G m
ZZ Lo
— LY
JOzo
JtLU�Q
0 SHEET
7
7
RHANG
x16" DEEP 4X2 FLOOR SYSTEM @ 24" O/C
NOTE: ALL WALLS SHOWN?ON LAYOUT ARE' BEARING.
I BEARING ELEVATIONS I
* = SINGLE LEDGER REQ.BY BLDR. TOP 19 9'1"
x
** = DOUBLE 2X8 LEDGER REQUIRED?BY BUILDER, TOP @ 9'2"
*** = DOUBLE 2X8 LEDGER REQUIRED?BY BUILDER, TOP @ 8'10"
x
() = PLUMBING CHASE TO?BE VERIFIED IN FIELD?BEFORE SETTING TRUSSES.?
)FT ?UNDER, BY BLDR.
4X4 POST RUNS DOWN TO?SUPPORT
RAISED LOFT BELOW.?ESTIMATED POINT LOAD OF 800#.
SIGNATURE ACKNOWLEDGES:
Having used the Truss Loads (Provided by the Truss Manufacturer) for Design of
Pertinent Components. No Responsibility is Hereby Assumed for the Dimensi . Lontrig,
Detailing, Fabrication Nor Installation of This Truss System.
TRUSS CONNECTOR SCHEDULE
residence
BRG POINT
TRUSS I,
TRUSS
,UPLIFT
CONNECTOR
MFG
CONNECTOR
QTY
CONNECTOR
TO USE
COIsINECTOR
UPLIFT
FASTENERS
PER STRAP
1805
10-10d x 1-1/2
Truss to
Concrete
< 1725
S
1
HETA20
Truss to
Wood
< 625
U
1
RT7A
650
10-8d x 1-112
Connector Mfg U=:USP, S=Simpson