HomeMy WebLinkAbout1412 Park Ave (A) 10-1279ZONE I — ____-- _ ZONE T
ad 111 J0 BHA NK NAILS AT 4' O.C. Oft ed RING 5HANY, HAILS AT �' O.C. OF.
EOUALIVALENT PNU?iNArIC NAR, EGUALIVALENT PNUEI-JATIC NAIL General Lumber, Notes
AT 8URFORTED ECGEB AND AT EUFPGRTED ED1,E5 Ah.D - --
eLOCKING AND C" O.C. FEILD S" O.C. F -ILD FOR OTHER AREA$ - -
POP- 6p1A pED AREAS GR RGGF 4' OF ROOF
z 1. All lumber to be Southern Yellow Pine NO 2; _with maximum content
Of moisture 19 %. Exterior lumber to be Pressure Treated.
t, rU
OR 1/7 CpY. PLYWOOD, R '
ROOF NAILING FATTERNI
ZONE I - USE 9d RING SHANK NAILS AT 6" O.G. SPACING (FEILD)
AND 4" P,C. AT SUPPORTED ED6E3
ZONE 2 - L15E Od RING SHANTY NAILS NAILS AT SPADG IN(SUPPORTED EDGES) \\\{\ Footings have been designed for a
t Ai`1D o° O.C.. AT FEILD - A
BE USED IN LIEU 8d RING 5HANK NAILS, I / s\-, General .foundation Notes
PNEUMATIC NAILS MAY
NAILED 41 O.C. AT EDGES AND rv" 0:r, AT
T FEILD, T� — SU11 bearing pressure Of 2000 y5 •
( 5ENC0 2-I/4"X .131 AND PASELODE 2-I/4"X .093); �-
EXTERIOR WALL NAIL PATTERN: I. All concrete slabs shall have a compressive strength of not less than 2500 PS.[
I, PLYWOOD, (FEILD) USE 8d NAILS AT &" O.C, 5PACIN(3 ? �) 2fi days.
,ED(,E) USE ad NAILS AT 4" O,C. SPACIitG (EXTERIOR WALT_ SHEATHING) , Slabs shall be.reinforced with fiber mesh on 6 mil. vapor barrier over clean
2ND FLOOR NAILING F ArTETR•I•l: 6,4EATWIR6 RFPTER/TRU69 compacted termite treated till.
USEOd MAILS AT 6" O.C. 5F'A`.CING AT EDC --E6 ((3LUE AND NAIL) 2: Concrete footings shall have a compressive strength of not less than 2500 PSl
USE ad NAILS AT 8" O.C. SPACING AT FEILD (G--LUE AND NAIL) _ (c1 2$ days -
INTERIOR CEILING BOARD NAILING PATTERPI,WILUQG
, Reinforce Footings with # 5 bars as indicated. All bars shall be deformed, and shall
USE 5d r1AiL5 AT 1" O.C. SPACING cdnforrn to ASTM designation A305, and be clean and free. from nest and scale.
Splices shall overlap at least 25". A1\ k6o-r 'tv % (-.�P- ` C'
ewILDITG pLO K„G , AV oma. 3. For concrete block walls provide concrete filled cells with 1 - 11 5 bar vertically
LEI'G iTJ FIRST 7 SPACES
continuous from footing to tie beam at all corners and where otherwise noted as per
}200 F J' heaRpO F thineput foundation plan.
4. Extend slab 1 -'/z” at door op-nings.
D BASED EXTERIOR'
EATHING -OSB
1 15s FELT DP'AINAr E PLANE
PAPEF`?BAGK LATH
1/6" NOMINAL STUCCO
THICKNESS
F'.AINAGE PLANE OVEFLAP
�NTF'.OL BEAD FLASHING
,ID '1ENBERANE STFIP OVER
SOD FF'.ANE / NASONR-r
51JLATION.
METAL OR PLASTIC,
EXPANSION ,JOINT
-5. Extend slap I -'/:" and recess'/," for sliding glass door tracks. No wood grade Stakes allowed
All Strapping Hardware To ]PT Lumber To Be Galvanized
Q -
Mode 1 P-5-t-/\er-5
SPI 6-101 4-101) 585
GAFLE E*!D TR1JC,3----
i 'c
BAY -1
WOOD \ \ u
TRU �r:',ES � I
NOTE,
\ \ T BRACE GABLE TF�SB
r PER TFcZ5 EW-:;1NEEPJNG
" .• eco o�'e[' �ah'u[ti:�cci loll! o} L.0 L:�# i'e1t
713 Stu n
oven- 1lottse }ural) o}'er 7l1(i" t)�;1� ll)'!)•
—� � �1 3�rP 2.�"c�c
2X4 DIAD. E3P-4CE-%trOC. � rl
W/ d -NA IL.5 a FA END lv� / y d titi%/-J' C. I-1
• F'IF28T 2-13A1'8
2X4 DLOCKIFY a 1-511 O.C. J/ f/
FIR5T 2-BAY5 2X8 F'.T: PLATE V/'z X�
RD*
O^ OB
t,CEILr-.* IAV4CHR BOLT 2-"
SP2 6-10D 6-101 890 All detectors shall be smoke/carbo❑ monoxide combo.
SP4 6-101) X 1-1/2" 735 i}1� 411-&P-5) OUTLETS TO BE ON ARC FAULT INTERRUPTERS
MTS12 .14-101 X 1-1/2" 1000
MTS20 14 -lull X 1-1/2" 1000 -GFS OUTLETS OUTDOORS, GARAGES AND KITCHEN
LSTA12 10 -IOD 805 Electrical
LSTA24 15-101 1235 0 All electrical shall be in accordance with the 2001 Plational Electric Code
LSTA30 22-101) 1640
LSTA36 26-101 1640 •14 COPPER, TO LIGHTS ANC) OUT
'10 COPPER TO WH
MST.A36 26410D 2050
HETA16 .1'1 1.1 1-1/2" 1805 •6 COPPER TO RANGE
1
( 0-10EXTERIOR _ INTERIOR (ALUNINIUM WIRIh1G N , BE
IJE-fA.16(2PLY) 9-.16D 1810 i SUB6TITUTED PEP t_OCAL CODE)
IIIJS26 14-161 6-161) 1550 4/0 ALSER (20OAtIP)
2/0 ALSER 050 AMP)
-R(rUS26-2 20-16D 8-1.6D 2325
FGTR 2-1/2"X5" TITEN 18 -SIS 1/4"X3" 5000 VERIFY SERVICE \ i\
REQUIREMENT----
HTT16
1-5/8"X8" A.B.
18.16D
3480
IITT22
1.5/8"X8" A.B.
32••161 SINKERS
5250
ABU44
I -5/8"X8" A.B.
12-16D
2200
ABU66
1-5/8"X8" A B
12-16D
2300
fi10 8 8D X 1 1/2" 8 81 X 1 1/2" COME30 t3Ox
-T
-
90-)
NEi 13rRANE STRF COVERING
H2.5
5-8D
5-8D
415
WOOD Ff�ANE/NASONPY
_'
H3
4-81)
4-8D-
455
� a
INTE.FSECTION UNDEF'
IITS20
24-1101)<\ 1-1/2"
1450 u•r
EXPANSION JOINT cC_?LJAL 'f0
-
A35
12-8D X 1••1/2"
450 P(
A2
Unless Noted Otherwise :
111GT
1-5/8"X8" A.B.
22-.101
3965
FROTECTO WRAF, 5T-20XL - 9"
Use IIETA.16 C.M.U. To Trusses.
T
SI 114 SPH6 SF.HB
12-1.0-D �: 1.-1/2 "
1360
`'. WIDE. TO EXTEND2" DE THE
�'
�)s r� fB
If A Lintel Strap Is Missed, Apply (1) RTSMI6 w/ (4) 1/4" x 21/4"
A.B.
\�
--�� NOf 111JAL
Tapcons For 1,175 Lbs Uplift And (2)UTSM16 for 2,350 Lbs Uplift
N BHA-
1 -ATR 3/4"X8"(ToptFgP-
18 -IOD
3145
CEI 1ENT1 (IOUs
`-�— FINISH
FIN
Design Requirements:I1TSR11.6
NIBHA(11=71/4")
1 -ATR 3/4"�8'�T�-y3
18-10I)
J 885
NOTE: NUNBEFS INDICATE
I. Live loads for floors, decks, and stairs is 40 PSF
SAIJ.6
4-1/4"X21/4" TIT'EN
T
&-101
1175
SEQUENCE OF INSTALLATION
2. Live load for roof is 20 PSF
H .F
16-3/16"X/4"
TITEIrT
6-101)
1125 '
1}ISTANT36
8-1/4"X2/14" TITEN
13 -IOD
1870
STUGGO FLASHIN6 DETAIL. @ DMI) / FRAME INTERFAGE
HUC612TI<
DTC
16-3/16"x21/4" �IITEN
6-101
112-5
4-8D
2-81
- -
-----
Al
-
A2
A2
A2
_'
A2
A2
--
Az
�
A2
-
L
A2
A2
—
-
Az
A2
A2
T:S.Chehal, P.S, will bear no responsibility
for error in Truss/LVL design or
manufacture. The builder and the truss.
manufacturer are to review truss plans and
verify all dimensions, spans, pitches, and
quantities before manufacture and shall
refer any questions on loading or design to
the engineer of record.
LJ 5" F">_ AN
1/411
mpAlAIIpN pACiCR 1M
q.pAlF.�I iACIUi 125
H_.1NGER_SCN'1U" T +
1.4 NN!tpf � �a,ww
IF-- ,
ADD'L PANELS As 12EQ'D
(20 CIRCUITS) TYP,
"I ELEC. PANEL
2VICE BY (3 CIRCUITS)
CO.—` r
y •4 GROUND- (2) 5/ " ROD 8' DEEP
r
r
t
ECTRIC,AL RISER 1DI\jA1(SrfRAM
1/4' = I —0
f I ELECTRICAL PANEL BOX
1..
5URFAC,E MOUNTED INCANDESCENT
T
WALL NOUNTED INCANDESCENT
I
FRECE55ED CAN
-T I RECESSED NICRO SF'OT
�`✓F� F?ECESSED CAN VAPOR PROOF
II
r PENDANT FIXTURE
FLUOPE5cENT 5TR'IF1
FLUOF'ESGENT 5URFACE rl0tat fTEG
24' x 48" WRAPPED
12 48" UJF'_/!PPED
4" r 12" WRAPPED
I� IID V. DIADLEX OUTLET
1/2 SWITCHED IID V. cUP LEX OUTLET
220 V, OUTLET
CFI DUPLEX. OUTLET
42'
OFF FINISH FLOOR
C°J 5I-10KE DE'rECTOF-
FiuP WEATHER PROOF= OUTLET
TELEPHONE OUTLET
O TELEVISION CABLE
`$, SINGLE POLE
>3 THREE-WAY SWITCH
$4 FOUR-WAY 5WITGH
G;A
DOOR OFENER,
`I W/ GEILWCD• DUPLEX OUTLET
DISCONNECT
EXHAUST FAN
CEILING I=AN
C-EILIN -: FAN W/
\ LIC HT KIT
J
i\ n
PRE -WIRED
/T \ \ FOR FAN `
THIS DIAGRANATIC PLAN 15 INTENDED -r0 51 -IOW LIGHi"INC7 AND
CONVENIENCE OUTLETS ONLY. T.S. GHEHAL WILL BEAR NO
PE5RONSIBILIT T FOR ITS ACCURACY. IT'S THE ELECTRICAL COIVRAC rOR'S
RESRONSI(31LITY TO VERIFY THE REQUIREMENTS AND LOCATIONS OF
ALL ELECTRICAL EQUIF'MENT AND PROVIDE AND INSTALL COMPLETE
ELECTRICAL SERVICE AS REQUIRED. ELECTRICAL CONTF:AGTOR 'r0
SUBMIT ELECTRICAL PLAN AND F=ULL PERMIT AS REQUIRED.
LOCATION OF FIXrURES AND/OR OUTLETS ARE 5UCGESTED AND
MAY BE ADJUSTED BY OWNER/BUILDER BUT r-IUs"r REMAIN WITHIN ALL
LOCAL AND S'T'ATE GUIDELINES.
OWNER/BUILDER. TO VERIFY' EXACT LOCATION OF FLOOR OUTLETS IN FIELD.
ELECTRIC SERVICE AND PANEL BOY, TO BE LOCATED ON JOB SITE
UNLESS OTHERWISE 5PEGIFIED.
NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE
WIND LOAD REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE
RESIDENTIAL EDITION SEC'T'ION 8301 DESIGN CRITERIA AND ASCE 7-05
AND INCLUDING THE 2009 SUPPLEMENT REVISIONS.
1. BASIC WIND SPEED. 120 MPH
2. WIND IMPORTANCE FACTOR= 1.0
CONSTRUCTION TYPE. SINGLE FAMILY RESIDENCE
J. WIND EXPOSURE. CATEGORY B
4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18
AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS 1,0
FBF-VIC)IC)C)
11-L
CAP QE31GTNEF1
r
Rani Oh hal
531 SoUth S.R. •4 ,4
Altamonte 5pr!n05, FL 32-114
(10-1)521-555
FAX (40-1)521-5434
JOE') NU11-1.E���F �1
&HEET --
L.
F-1 EC•TRIC_v:AL 4
L. I N -r E L_ 1-°D L \rel
/
3E/AL
T.S. ChehAl
Licensed Profeta iocal Engineer
531 S„ u.R, ;34
Altamonte Sprins',, FL 32714
(407)521-5557
FIC{(40�/) 521-5434
PE 0040748
L
�G—% %O
S ((t r✓C• L Z -D G0 Tt1 /71-,1,
COMP• SHINGLES OvFR 15' FELT
ON 71,"C'QX OR 055 MIN. R-19 MIN. INSUL.`,TIOPi
J . PRE-ENGINEERED TF -U55 *24'
OrC, W HURRICANE McnoR H G 7)N 16
ON EA., TRU55, SEE 5GNED.
- - — FOR TYPI± MANUF,
PROVIDE BUILD, PAPER OR 7 c
STEEL PLATE 15ETuiE)11 , SEE ELEv.
-�_��:-� TRUSS
r�� .� \\\ ,.a 5d COOLER �13IL5 Ofd GlLE35d 1' O.G.
,+
-_ .— --.... moo. , • , .
T�errb•r r soF�iT �.�,•}. F{LLEi7 LINTEL CE NI
^' CONT.Wr15' 9PLIGE ty
' sr--cl>✓VT1oE1a i`�Oa✓� �oX L/,tlTL
ccr•Ic L N�eL �7' GYP 50AR'D OVER
r / /z t-!�✓=' 9/+' f .T. RISING
5/8 7y1V9_ X' C, -V-1 ,9 904sR CEMENT TEXTURED ,
�t q w�„uCs..T,�r, �" �n �✓�'%� • ?.� � FIh11SN ---
AL -FOIL INr5ULATIONC�4 = N%l�f
ALUM. WINDOIU _- - -
OR FIXED C-LA55
2" RECESSED DOOR HEADERS '(8"x14" COMPOSITE) �� Apply wire lath before applying
MARBLE SILL -
stucco on power box.
LI
AID 0 (;✓ PRE -EAST SILL b:'4 : '5: f ROP INd FILLED CELL
AS PER FLOOR PLAN
r TIED TO CONT. ROp IN
FOOTER 4 LINTEL ROE)
f ! �FiLL _ I 4'.CONCSLAB Wl F4315f; 1ESN
vZ • �LtU. (OR WZ(o 10/10)
OYER bM v150.
TOTAL ALLOWABLE SUPERIMPOSSED LOAD -- POUNDS PER LINEAR FOOT
MARK NO.
NOMINAL
CLEAR
SPAN
DOOR
WIDTH
FILLED
(1) #5 T
DETAIL "P"
FILLED
(1) #5 T&B
DETWL °q"
0-1
2 -4
2 -0
5877
6012
0 2
2 -S
-4
5142
5260
D-3
2'-10-
2'-
4840
4-931
D-4.
3 -0
2 -8
4571
4675
D-5
3'- 4
3 -0
4114
4208
0-6
4 -4
4 -0
165,
3237
D-7
5'-4
5'- 0
2571
2630
D-8
—6-4
-0"
21 5
2214
D-9
8 -4
8 -0
1987 A
202
HEIGHTs GRM OFSOLID
^VARiES-
SEESCHEEDULE
(,)
--
FIN, GRADE 4 j,
— ~-- POWER BOX LIN iEL (,8'•x 1 6" COMPOSITE) , • • • • �_ Lin l
- l0 �• - .— •— CL>±AN, COMP,
•�-'�• •• .� � --• 'il:Ri-111E TREATED
FILL
SECTIOIJ A7- A 7 ri c _/_�R ✓sr 9.T S.•
HOOF; (TYP)
OR !r.
O II 44
TYPI(`A1 PQ!. REl J III�I �F'r�lQjj
A, CID
Footings have been designed for a
soil bearing pressure of 2000 PSF
z' -o'
.ma c'•';�a hNf Td eG tJG y� c 8'-6" 15'-0" 8'-6"
CCD 8'�. r..
TPR Ef.a•CG D sz /1 CCCr1'7zG--t
,vv« v w • ,y ri. a v o,e
4..:, e.. ----------- ---------- .—
_-_._
— — ----------
—
.01 --- ■
Fe E;L-EV, -riOFI # •rEl:-r•-[-/PF_ Cil FID VFIE-D C.ELI.. - - r.
1F S1ta/�u oN FLmR?L4N. EX15 IN,.x
CONG PAD
xv
I
OG _ )v/N oa w I f o' x t S r �vvt GJ"9 G L y= 7
waaa sro �- '- L ■ I
1,r /x ,Ny gOIV
I l
s Pe Cs I 1
• , . I i I I
F'aUR�'D G%'LL IF 1iJ G1J C'
Lr) ■ w
s� 6 (1_ -
-o°
�r zxc ;vioo ✓�,�re ;s 1 I -A
x C6. f.4. c z�' 0C. <J) I ■ I 1 ` 1
JTUGGO r/N/I F W I cI)co
TR,I G C -- ► c\I
r
° ; ° I I' ' L ' i% / 6! I ■ 4" TH. CONCRETE SLAB;:2500 P51 MIN W/
■I
FIBErrzl lESN OR 6Y.6-10/10 W.W. NE511 5UPPORTED ON
CHAIRS e 3' O.C. EAU, OVER 6 MIL VAPOR BARRIER
a CLEAN, COMPACTED, TEFFMITE TREATED FILL'
> u1is11 mr, 5 rfly %4K I (TYP) ALL SLABS
J til 'd T G'�'';�;G D 0 O■
L■I
I I
U'
I I
i I I
_I— N ■ ��—^■I ■ ■
- L — --- ------ -------------————————— ---_-_ — — —
INDICATE5 (1) 15 VENT,
It\I FILLED CELL (T'1'F')
2'-0" 0 -0° 2' , 8'-0" 2'-0 8'-0" 2'-0„
32'-0"
D AT I G)N L AI\I
1/411 - 11-011
I
"C}•
EX15 INE (�
CONC PAD
LO
C-)
U
ki
011
cl
00
INDICATES (1) 1'5 VERT.
11-I FILLED CELL (TYF)•—/
32'-0"
II
OTT U14" REA+.
C FL
I
�'�1 45 GOft" CAR
ALL I_�4PO M, MM
C. ner ant Inn 1 �. : o f C
� +
and Wall 0einforcems*nt
BOOK DEAM
r
IN C0vO1JTW
J CEI
L SA140VT M010
fm 69s?ltT LIFT
POO•TA_ICs DU- 1115
- NOT 1w6YP.
8'-6"
/--
-
—
LU A L L
L E
-Z g • 1 FTF
DLOCI< WALL (ALL. WALL5)
32'-0"
II
OTT U14" REA+.
C FL
I
�'�1 45 GOft" CAR
ALL I_�4PO M, MM
C. ner ant Inn 1 �. : o f C
� +
and Wall 0einforcems*nt
BOOK DEAM
r
IN C0vO1JTW
J CEI
L SA140VT M010
fm 69s?ltT LIFT
POO•TA_ICs DU- 1115
- NOT 1w6YP.
8'-6"
/--
-
—
--- '—
U.
-Z g • 1 FTF
i
25 1 51-1
251 S1 -I
n
■ I
17' W
■
() W c7
3 C:AR G;AF:AC E
■
9'-4' (--LG. NT.
■ n
■
I
■
■
■ — 8��� O.N.V. �■■■■■ !
� O.I-LU. ■ ■-I
eeP O.H.D.
■ ■
/0 Ir t
L—/O1-
-- 2 9.3 p- C.,m
3 PIP
f
i
2'-��" 13'-0;; 2' (�;.
p
V
-0"
�,�(�„ 1'ell
8'-0"
2'--0"
— / - -
--
1--OFIOCK �r�D
1
COMM
Wa Il
0
V) qJ
Y
-
—
T
U.
i
L C-) C3 R F L A-11\\,[
1/4 11-011
yam.
NOTA: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE
WIrl) LOAD REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE
RESIDENTIAL EDITION SECTION R301 DESIGN CRITERIA AND ASCE 7-05 _
AND INCLUDING THE 2009 SUPPLEMENT REVISION$.
1. BASIC WIND SPEED= 120 MPH
2. ;)IND IMPORTANCE FACTOR- 1.0
CONSTRUCTION TYPE- SINGLE FAMILY RESIDENCE
3. ;JIND EXPOSURE= CATEGORY B
4. :'NTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS I9 .18
AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS 1.0
REVI&IONC)
IC
—Il
ILIA
II�
L
LU
r
LL
evIN
GALS 1?E5I(=�NER
Ran! Ch-_hal
531 South S.R. 434
Altamonte eprihee, FL 32-114
(4,x7)521-555-1
FAX 1400'1)521-5434
JOE) NI. ME)EFF
I_)A-FE
V120110
D R A W N -
�� I•-1 E E f
�
E1-4NOR ["LAIN
SEAL
T.S. Chehal
Lican;,ed Prof-es6l?nal Engineer
5}1-S., S_R. 434
A1tr,�)-jnte Springs, wL 32714
(407)521-5557
FA:"107)521-5434
,' Pr 0040748
izON
d R EG SHANK ZOPIE 7 _
NAILS 4T q'O,G. Oft Bd RING 5HAh1Y, NAILS AT 6" O.C. CR - -
•' " ��'JALIyALENI PNUEMATIC NAIL ` 1 Y IPJALIVALENT PNUErIATIC NAIL General Lumber Notes-
.: SUPFORTED ED1E5 AND,:• . t,.'. Ai ?UPPCRTEU EDGES AND
YI" 6" O.C.PEILD FOP. OTHER AREAS With maXlmU(n GOI7tent
ti,9LOCYING ACID. 6" O C FEILD' 1 r w - LE -
• HADED.ARHAe OF Roof ^ 4 of ROGF 1, All lumber to be Southern Yellow fine NO 21 _
CR s t of n)oisturc 19 °/a. Exterior lumber to be Pressure Treated.
GAB F,.t� rr� �;.�
_;AY -2 BAY -1
OR 1/7 CDY. PLT'WOOD,, Q
- Y ..
ROOF NAILINCs PATTERN, 77
. -
GNE I -'USE 8d RINr, SHANK NAILS AT 6" o,C, 9PAGING (FEILD Rlc�s , 4%0" 'RUSSE5 -
z ' �' NOTE,. .
AND 4" 0,C, AT SUPPORTED EDGES ll { - 24" OC. \
USE Sd PING SHANK iIAILS AT 6" O,G,.SPAGING (SUPPORTED EDGES). j� Footings have been designed for a T BRACE GABLE I��SH
ZONE 2 U : - g P� F? TFLl&3 El-*fNEEPJNG
AND 6" O,C. AT FEILD ago- .� y� general roundation Notes rr1'�
PNEUMATIc NAILS MA -r BE USED IN LIEU OF ad RING SHANK NAILS• SO�� bearing pressure off: 2000 PSF.
heti lath o) 'Vt' l>.# felt
NAILED 4" O,C. AT EDGES AND 6 O,C, AT FEILD. - --, P ULO ) l l �'
( SEi lC0 2-I/4 X :131 AND P
ASELODE 2-1/4'`x ,0�� = 1. All concrete slabs shall have a compressive strengfti of i)qt less than 2500 SI Q q vI) / 71 » St 0 t v' ' SAI ill '
E IOR WALL NAIL PATTERNr 28 days. i --
E.<T R � ... o�c,l holl�e. wlitl) ovcl;7!IG" l)51S
I. PLYWOOD, (FEILD) USE ad NAILS AT e," O.C, SPACING- Y
r 3 AGIFICx (EXTERIOR W<1LI_ SNEA7NIil<�) Slabs Shall be,relnfOrGed W)th liber,:)eSh On 6 fill.. Vapor barrier Over GIeaR �� -
(EDGE) USE ad NAILS ATA 0,,, P 3 p ZIP
QG t� 'rJ'tsll{p>. - __ = -- - - __
2ND FLOOR NAILING PATTERN: rA eaiNlrr ,TEwTFu�O compacted termite treated fill.` J
AND NAIL) ct f ti i s shall have a con: ressive strength of not less than 2500 PSi
USE ad NAILS AT 6" O,G. SPACING AT EDC --ES (GLUE A 2: Concrete 00 g P I ? LEGEND
#
2x4 DIAL: BRAG 99� -
USE AN -
ad NAILS AT a" O.G. SPACING AT FEILD (GLUE AND NAIL) Q 28 days.
AILING PATTEP.NL WJILORa Reinforce footings with # 5 bars as indicated. All bars shall be deformed, and shall u)/ 4 -NAILS c4 END Wfr a'rCMU t�
INTERIOR CEILING F30ARD N wDT+ + FIR$T 2 -BAYS
USE 5d NAILS AT T O.C. SPACING, conform to ASTM designation A305, and be clean and free from Hist and scale.
• -2x4 t3LOCKING d 1p11 O.G. --J/
Splices shall 0Verlap at least 25". 'A11 &Q -6P 'b h2 G-r� I, 2x8 I`'.T•: PL.ATE W -,- 5 X 8
3. For concrete block walls provide concrete filled cclls with 1 - 8 5 bar vertically v F 0<:;F 2-F9AY5
VUILOIrYa QCY_IrYr . ,e• O.C. P a ROOF <,CEILrJG /AldGHOR BOLT 2'/,�t Sf(EI?
L ET-r_+TH FI"T I --5rACF5 continuous from footing to tie beam at all corners and where otherwise noted as per -
EACH END
Roof e'n thine La OUt Toui a plan. _
4. Exteenndd slab I -Vt" of door op';nings. -
5. Extend slab I -'A" and recess ?A" for sliding glass door tracks. No wOOdg1'ade stakes allowed
-
T -
„wo BSS=D �11\I= ? All �'tra ��ing hardware Pro PT Lumber To Be Gaw nizec
EATHING -OSB
l5" FELT DRAINAGE PLANE Fo�5tnerS bIPI��C13'a�
PAPERE3ACK LATH SP1 6-10D 4A0D 585 All C18t0CtOlfS shall be SI�10iCe/CarUon monoxide e
SP2 6-101) 6-10D 890 oxid combo.'
7/8
SP4 6-101) X 1-1/2" 73, 'I NOl-11NAL STUCCO /�'II 6'6'1--&r_4OLJ"I"C,ETS TO BE ON ARC FAULT INTERRUPTERS
THICKNESS' MTSI2 14 -IOD X 1-I/2" 1000
MTS20 14-101) X 1-1/2" 1000 -GFI OUTLETS OUTDOORS, GARAGES AND KITCHEN
RAINAGE PLANE OVERLAP LSTA12 10-101) 805 Dlectricnv All electrical shall be in accordance with the 20 �' at' a
ONTROL BEAD FLASHING LSTA24 18 -IOD 1235. q 6V ton l Electric Code
ND I"lEi'1BERANE STF?IF OVER LS`I"A30 2240p
1640
DOD FF_'4f IE / l`1A5ON(2.i' LSTA36 26-101) 1640 *14 COPPER TO ►10 COPPER To WIHHTS.AND OUTLETS
SULATION. MSTA36 26-10D 2050
•$ COPPERAN
TO G[:
RETAI6(tPLY) 10 -IOD X 1-1/2" .1805. EXTERIOR--= Fes- - 1NTEP_IOR (ALUMINIUM WIRING MAY BE
11ETA16(2PLX) 9-161) 1810 ' ' SUBSTITUTED PER LOCAL, CODE)
4/0 ALSER (200AMPJ
HUS26 14-16D 6-16D 1550. 2/o ALSER (Iso AMP) •
METAL OR F'L.ASTIC.
HGTJS26-2 20-16D 8461) 2325 VERIFY SERVICE
EXF'A1,15ION JOINT FGTR 2-1/2"X55" TITEN'- 18 -SDS 1/4"Y3" 5000 REQUIREMENT
H'1"1'.16 1-5/8"n'8" A.B. 18-16D 3480 IrT,
A/c
H"I"J 22 1-5/8"X8" A.S. 32••16D SJ_NKERS 5250 t,AIN r t ABU44 1-5/8"X8"A.B. 12-161) 2200DISCINT. ADD'L PANELS AS F2EG1 D
PAN(20 CIRCUITS) TTP,
ABU66 1-5/8"18" A.B. 12-16D 2300 COMBO Box1110 8-8D x 1-1/2" 8.81) X 1-1/2" 905 ,MEr1BRANE STRIP COVERLNG H2.5 5-8D ; 8D 41�
L13 4-8D 4-8D 455JJOOD.LEC. PANEL
NTE'R ECTIFFAO /IUNDENRY RTS20. 24 -IOD X 1:-1/2" 1450 U.G. SERVICE BY (30 CIRCUITS)
NTERSECTION UNDER A35 12-81) X 1-1/21, 450 POWER CO. -"'� I
XFANSION JOINT EOUAL' TOUnless Noted Dthertvise : MUT 1-_5/8"X8" A.B. 22-lOD 3965 •4 GROUND- (2) 5/a" ROD. 6' DEEP
=ROTECTO WFAF E T-20XL - 9" Use 1IF,TA16 C.M.U. To Trusses. SPH4,S.P.H6,SP118 12 -IOD X 1.4/2" 1360
JJIDE. TO EXTEND.2" BELOW THE /Lisr��f8 dig-/�.lui 3s�
DIM If A Lintel Strap Is Missed, Apply (1) HTSM16 iy/ (4) 1/4" x 21/4" ,y/ DG,. g �/ DLA. A, B.
r Tapcuns For 1,175 Lbs Uplift And (2)IITSMI6 for 2,350 Lbs Uplift h1BHA ., 1 -ATR 3/ 4"X8"(T°P$ 18-101) 3145 '
r
/2 NOMINAL CEMENTITIOU5 MSHA(11=71/4") 1-ATR3/4"X8'�_FT &-43 18-10D 1885
=Il lISH DesiEn Requirements: HTSA116 4-1/4"X21/4" TITEN 8-10D 1.17.5
r
1. Live loads for floors decks, and stairs is 40 PSF
f " "
NOTE: NUMBERS. INDICATE HUC412TF 16-3/16 <l21/4 T1Tk�iv 6-lOD ,125
2. Live load roof is 20 PSF AISTA-NI36 8-1/4"Y2/14" TITEN 13.10D 1870
SEQUENCE OF INSTALLATION ld f-
1-1UC:61.2'TF 16.3/.16"X21/4" TITEN 6-101) 1125.
STUGGO FLASHING DETAIL: C GMU / FRAME INTERFAGE DTC 441) 24D -----
2 5
---25 aH 25 SH
�.o�o C l III J 220 V. C \ J
ILSLL m r.>.L Lal:a,,,.I. �..._�-.
LCU.L - T j AL TC01 10 pii.
0.001 _ 10 Fal. MQIUC
WW
IMNO SF® IN m0.A WHA11M FAM 1.00 ■
WMPCN FAQTM 125
HANGER SCHEDULE
rlvse wwccA, •.. �...o.v�. j�-1J/ --` -�L
. l 32-00.00
\.
c�I
•I -- I gTTiC � I� � ■
I LIGHT
ALL SPACING IS 24- O.C. EXCEPT AS 5HOWN ■ -
00 NOT CUT OR ALTER. TRUSSES MITHOUT \
AUTHORIZATION FROM THIS OFFICE
NO ITAE'K'�,nL'E M]llip wllw /w 15 6 sv,[x, Or
A, 41OUWgbWKMCR0.
".:.aNOTE:
R b M N.Taseun a 11E auwc LW[x a AAiLr[cI _ - �-
m aw+aL w ArsrAvw,R caacla rw wuxt5 ro
' wt*.Alw sw'xn� ru a..cmb sow a nos - - -
_ LVX>PLLw a wlcAlow Fw Irau x .
[Ni NOM ftauPc lua AEw mNcllp� e - / '.
' AiA¢ wm el ouwN.tp Lr wccq a
+*Pie nvn umn rrAn m rAacAnon -
�4 ww caR "A w.w ww�xxw, ww awrwbL Ac ■ ■
µ,APPROVAL SIGNATURE Z /
row sauna w1 woAwsa
q xrmurcx to rFXro ww rrencAmL U)
iT •.aLc.,ox u xL 0000uc. caawt - - _ --- _
- roLwuw ry r nmt Ica RAMI mwwrA Lx ,n .-'�' j
A muss_c .0 W R 5wn rai.uAr4 r,) ..`'•� A LO
' - IT I NAK HAY NN UW6r1W AM MlwS 11D [V9� . ••� /
aTm rna Aw NAuroxeaw erns
■
J ELECTRICAL PANEL E30X
I_
.SURFACE MOUNTED INCANDESCENT
K\ WALL MOUNTED INCANDESCENT
- RECESSED CAN
RECESSED MICRO SPO -r
- \ VF RECESSED CAN - VAPOR PROOF
f PENDANT FIXTURE
\ FLUORESCENT STRIP
24" 3r," 45`
., FLUORESCENT SURFACE MOUNTED
24" x 40' WRAPPED
12" x 48" WFAPPED
4' x 12" WF -,A[ -F --ED
IID V. DUPLEX OUTLET
1/2 SWITCHED 110 V, DUPLEX.OUTLET
220 V. OUTLET
GFI DUPLEX OUTLET
16)" OFF FINISH FLOOR
+.
-SMOKE DETECTOR
�\wP WEATHER PROOF OUTLET
NTELEPHONE OUTLET
0 TELEVISION CABLE
$ SINGLE POLE
$1 THREE-WAY. SWITCH
$4 FOUR-WAY SWITCH
GARAGE1CEDOOR OPENED. U1/ CEILING MTD:. DUPLE`/, OUTLET
DISCONNECT
C_ EXHAUST FAN
CEILING FAN
\
<\
\
1 CEILING FAN W1
T \ LIGHT KIT
1 PRE -WIRED
FOR FAN
�,✓// �\moi
NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE
WIND LOAD REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE
RESIDENTIAL EDITION SECTION R301 DESIGN CRITERIA AND ASCE 7-05
AND INCLUDING THE 2009 SUPPLEMENT REVISIONS.
1. BASIC WIND SPEED= 120 MPH
2. WIND IMPORTANCE FACTOR= 1.0
CONSTRUCTION TYPE= SINGLE FAMILY RESIDENCE
3. WIND EXPOSURE= CATEGORY B
4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18
AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS 1.0
FEV1510N5
CAD DESIGNER
Ra n 1 CI~)eha l
531 South 5.R, 434
Altamonte Sprh:_)s, FL 32114
(400521-5557 E
FAX (40-1)521-5434
JOE3 NLJLIE-)E
C> f�A4lUN
SNOT
x�
~UI= 3 c)I41rE rr)
LINTELL PLA-
SEAL
T.S. Chehal -
Liconsod Professional Engine,,•
ti31 5., S.R. 434
Albamonto Springs, FL 30,'
(407)521=5557
:'AX(407)521-5434
PE0040746
>r
T
I
THIS DIACiRAMATIG PLAN IS -INTENDED TO SHOW LIGHTING AND
'
Al
- i
-
_
CONVENIENCE OUTLETS ONLY. T-5- CHEHAL WILL BEAR NO
-
L 32.00-00.
-1ROOF�
rR s°s
- -
RE5FON5IBILITY" FOP. ITS ACCURAr_ IT'S THE ELECTRICAL CONTRACTOf:'S
RESFON5IBILITY TO VERIFY T l
f� THE REQUIREMENTS AND LOCATIONS OF
IOOI 17TH 51Ri[l b" P8 ee.-;c�-oeu
ALL ELECTRICAL EQUIPMENT AND PROVIDE AND INSTALL COMPLETE
-
"
-AAtove and Beyond Const,
ELECTRICAL SERVICE AS R'EOUIRED. ELECTRICAL CONTRACTOR TO
' :
1600 Park Ave, Sanford FL.
-
_
-
SUBMIT ELECTRICAL PLAN AND PULL f ERNIT AS REQUIRED.
shf-,�Garu -
r•,•
,
°a° o,N.D.
�■
a°a° O.N.D.
■
Via° O.N.D.
■ ■
l I--
LOCATION OF FIXTURES AND/OR OUTLET5 ARE SUGGESTED AND
MAY
BE ADJUSTED Bl' OWNER/BUILDER BUT MUST REMAIN wi-THIN ALL
LOCAL AND STATE GUIDELINES.
T.s.Chehal;..P,E:will bear no responsibility
- for - error in Truss/LVL design or
-
.
CT LOC
OWNER/BUILDER TO VERIFY EXAATION OF FLOOR OUTLETS IN FIELD.
.manufacture, The 'builder and the truss
-
. manufacturer are to review truss plans and -
- -
-
verify all dimensions, spans, pitches, and
' y
ELECTRIC SERVICE AND PANEL BOX TO BE LOCATED ON JOB SITE
- quantities before manufacture and shall
refer any questions on loading or design to
-.
UNLE55 OTHERWISE SPECIFIED.
the engineer of record.
-
-
A >* 1
I A
NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE
WIND LOAD REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE
RESIDENTIAL EDITION SECTION R301 DESIGN CRITERIA AND ASCE 7-05
AND INCLUDING THE 2009 SUPPLEMENT REVISIONS.
1. BASIC WIND SPEED= 120 MPH
2. WIND IMPORTANCE FACTOR= 1.0
CONSTRUCTION TYPE= SINGLE FAMILY RESIDENCE
3. WIND EXPOSURE= CATEGORY B
4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18
AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS 1.0
FEV1510N5
CAD DESIGNER
Ra n 1 CI~)eha l
531 South 5.R, 434
Altamonte Sprh:_)s, FL 32114
(400521-5557 E
FAX (40-1)521-5434
JOE3 NLJLIE-)E
C> f�A4lUN
SNOT
x�
~UI= 3 c)I41rE rr)
LINTELL PLA-
SEAL
T.S. Chehal -
Liconsod Professional Engine,,•
ti31 5., S.R. 434
Albamonto Springs, FL 30,'
(407)521=5557
:'AX(407)521-5434
PE0040746
>r
T
f-EY1510NC7
C,AQ QESIGiNE%
Pani Cheha I
531 South .5.F. 434
Altamonte 5pr'inc FL 32114
(407)521-555
FAX (40-1)521-54:34
JOB NUL-leE-r
D E
05/20/10
U1AWN1. N
&HEET
DF
EI--rz1 OTIC>N6
n3prings,
EAL.
r-hehal
ssional Engineer
S_R. 434rings, FL 327141-5557)521-543440748