55 Lewis St 2012 New Home if
I IF IIIIZII�
91... FIk
'IF Fit
21 , Of
IF IF I
I'I IL I
1,11:IF r
F; 7 -% 1121
F—I I' --
if
LrontElevatfon ucle
IF
17,
IF
F
IF
T-le
;� _ IM
fit
IFF
70 114
0
1 -fFrF..jI
0 If
71
I I it I
IF
Irl
r it
PIN-II
I 'tr It
I IF
WRLL PVT WFIAL-
lit it i I
Elevation
LIP r
IF
I IFIF Fir
IF,
I
,I I IF,
3'
IF,, IF V I
Le
I
It I'T Fp r
"IF
FIF
A
If 0 -
IF
[IF
it- VL_/_
' L If !�ATFA I L4 IF I
UAUNJ)KY
i,3 -4 F`% 2!In Z"
left Elevation If
711 r
I
'r ZT41
;r 030
t �LAN REVIEW AND ISSUING
-F r OF PERMIT DOES NOT RELIEVE r r
r CONTRACTOR OF COMPLYING
it OF-
r I WITH ALL CODB
It
B
Q
I
r eel
Lit sfi-cf," -1 Ir I
r 5
REfIfFTEWED FOR
CODE CONWLIAINCE
j I KEFT MIS P"N ON IOB
UL
till 'I
If SQ. FQGTA6E U
-A� �D
j"I
ff...
JOB (' 11for
Lif r
or I, f �
I If f ,F ,
It Rear Elevation
ng I- i I
AHL:
-j
rf, 4 9 9 i
EAff,
If If
IF
D7 Ik
3 2 (a L
FF "I ..f . I "j; 1i'll I I I
00 F 31 11
r ---
It FF
IF r
:-F- Fe Fit F i
it 5/09
Ir
-1;Fm
17
I
FfI
IF I p,
jVjj
1
OWN 8s�
EATV�
H Electriral S�Tnbojs
�j
A JRFQ�Irl
'Um
ji
T�
FAN 6
LL
Ifff,
5D
61)
�Srq
1 14 L
cu�. FAN oFfleg z
L 1701 DOLq 5� �i� ,
rr
0
I ti'l W m
17
DoIJiNc
If SATV
_I5
r ri-& FRO 13REI
r i� PPI ONLY
�LAN REVIEW AND ISSUING
OF PERMIT DOES NOT RELIEVE
CONTRACTOR OF COMPLYING
k'I WITH ALL CODES
IT
L, NOTE:
All
1) �i t�-LN RED�M TO R
SQ. FOOTAGE
ALL BITTER10R SPI BE'aI
ME
31 A tt!Z�o M WZ M E N AWO PDAM2 ��- L\K7 W E
REVIEWED FOR
if
I CODE COA11PLL4.NJCE
KEEP THIS PLAI� OH 303
if r NOTE:
IP
f Ao� 2,012
-,,of
BUJ 49g PIS
FL
If FI
- - - - - - - - ANbI S=��=
7
ppp
TV -T ,
4p
tj 2 4 8 9 5 S
LAk
VAN
AS REQUiREL 31` W-NICIrl MANtlfHFAC-PjREFl 1
pla
anal
Pcf �-,
STtARUM AT St X TPNE
it I
nanlatili fli alinuffilit
Ill BIFP� THRE 7ym ftw fal
a* lax
ai SHEADUAt
of 2, AvIi FLASOC
3. APPLY MARLASNING -- I
C Alli WAl OF SEALAt Aff I
OP:..Re ei WE
th-MM %afrAW OP MOM FLl
z0fixiligni Al viNatiniv usill
PAN READ MEW nS FACILl Irv-
AVIPt Bill OF MoLaw, AMISS
IRE'FAVE OF Ill MOUNING FLAW- AT Hill
mal- Carol
It 7 AMYNEV FLIGNIVIL
llr � l
ROMW PREMMY APPIRSIS WEr ALLOWING
IlYll mOr EQUIll SO 3 AT FLl OVERPREAD
It P.-�om APPLY Al SEklmfa TAPE link NMETNIAL H1 I
OWE Cowl Ol ATr, cmwm
z zaff-1
ILI
dI onaamst
WINDOW 7YIES I i a
I rrrrr if
ro� xroPf—h1�1 0 �fl i
I It z I R=4
it xl25x5
VIAI SHNG, rAISHIS4
T j"t
'rill �M;nnl AIT OBE BASE CIF PHE
ti
WALL * imAmm �� Iucre -,NE
0
mi HUSPALL INU: rm rxc� It
I
Ol FAM �� 4.1lE S-ZATANG. It
EGARVI M
�y SILL FLASHISH;
all
1 Alif Ill OF SKAL;WT, AT SASI( 00F
751 agxoa fanN Iasi cari
%&Uf 1B Al & w- KENCI lm�s lkftnu"R�-"I� � lagrrti
PAN Fal 9�wn 7D rAc&I7rAlF= mPPx7Ti r
It/
I All SW OF SE*-V-I AT SIX
#AM I l-re sym :v 17/ �"tx�=a I
ne
a: 07M AS qLUM W Maw VARtf7�t� I "I
4L Al rMl F-tAggg
lim OF SEPLAW AT rEmAzi-
I I
Z Ell FIalSKINNI r
M
KBA�Kl If
T-m -w �- Jlrl w Littv PONT, E$1113? Hill
Al NMSI 0-AIDRINKii AFE
mzrcr
am
ol mkol Burns xr� cuffil
r�4
It 1 :1 If 7TIlx fal ti
7/-1
r i E)CADFal WALL
e Y7 x5 Aii f
4C,� �FO*Tzljar
Ir r
l;,7 apir) stains
rtx 'ip �mwlxxl,nli
t, afloat
if
saoa�
'f Ell
4, it
/Z� tAn"- lx,aill allf
It
x all 5 ;l;s=
f 41
llr
ff��iXlff -1 art
V ///,_ laniat
ox
T
rn xx`
m
11 L flana,111nal
r f fall
Inc, ;JAsm�st
!�N x,f
If
I\ .a.RS �`Zaw I
ox,
qmj
',!Yak Or -401
If
of
If
L
If
3:
REVIE'll FOR
CODE COMPLIANCE
rJ
11 KEEP THIS PLAN ON JOB
fl
0rf 0 9 Z012
r k I fitull Its or, on �Nfl f lax., FL.
Ir I t, lax 11
it
xt, xx
rr
47"'a
ra
f'r
.4arry xill
A forox
if
lf ; 'LAN REVIEW AND ISSUING
UPI PERMIT DOES NOT RELIEVE
: If CONTRACTOR OF COMPLYING
if
WITH ALI CODES
i If
f
fl-
�7
f.,x If T ' If
I=
q
iftrIl I
I I I I
It
' FILE COPY 27 -40"
A It
it
14 .4p 5 -0'
it
7 .311
it
L
11;7
4
it
It
Owner ' s
11 it I
Be rm. V)
Ike it
it I;
Al
0
All 3'-8l 3 -8" 3 t3l 5 .9.
p
:j
lk�
up"
LL
10 1
it I pt I
It
Bri rill 1'3 Dill plized per zip IlF Sk ndird i
k 36 CF I
friction
l sure -
dd
it ural C1
Unit X Length
I EL 7�r
k I
C - CFM on Drawing
t Will
El
k 4 IP Alp
7 -8
T-
1) ning
lip-
W,
LL.
L
a uj
it
A Lac)
ll ri�
pA
ki" CO
r
k-,
it i t
L: k,
%
5Q. R)OTAGE
Et COND SPACE /G`J`Cc
GARAGE Go
ErIPPY
VEO
SIDE STQCM� Do
�A 4 10'
k1k
2 6 -2-
it
r It 13'-4k 13 -8' --
I r
2T-9'
r t
y
444
r
r7
1k
2
it
It
91 1 r GENERAL NOTES WOOD S 7—PDRY MAX 19% MOISTURE CONTENT U N 0 CODE (Z
CONTRACTOR N�ALSL COORDINATE THESE STRUCTURAL DRAWINGS WITH DRAWINGS OF OTHER ALL LUMBER SHARP BE I ISSSIBI r 2010 FLORIDA BUILDING CODE RESIDENTIAL SE LZ
HER, IN DIRECT GROUND CONTACC FF z it
I DISCIPLINES, CONTRACTOR SHARP VERIFY ALL DIMENSIONS ON THE FEB. VERIFICATION OF ALL WOOD AND WOOD BASED MEMBERS EMPOSED TO NEXT
0 1
AIL F I EXISTING DIMENSIONS SHARP BE DONE PRIOR TO THE CONSTRUCTION OFANY PREFABRICATED OR IN DIRECT CONTACT WITH MASONRY ON CONCRETE SHALL BE PRESSURE PRESERVATIVE MINIMUM DESIGN CRITERIA I
Y I L A I U5
IT Y:rj I COMPONENTA. CONFURFACTOR SHALL COORDINATE AND VERIFY THE SIZE LOCATION, TYPE, AND TREATED TO RESIST DECAY TO A LEVEL OFF FOR THE SPECIFIC APPLICATION. A WIND LOADS:
1: 1 DIRECTION OFF ALL DEPRESSIONS, PADS, BOLTS, SLEEVES, ANCHORSj MARKS, OPENINGS, EARRATE TREATED WOOD SHALL ONLY BE USED FOR ABOVE GROUND CONTACT WITH CONCRE7 PE Lf D 6
I AL 0 S P PA
P If ELIC TO BE SET OR CAST IN CONCRETE OR MASONRY PRIOR TO PLACEMENT. OR MASONRY APPLICATIONS SUCH AS TPER OF SCAB PLATES AND LEDGERS WIND SPEED 130
1 0
REGULAR INSPECTION AND TEMPERANCE OF WOOD, WOOD-BASED AND METAL PRODUCTS USED PA
CHOOSE ENVIABOHMENTS OR APPLICATIONS IS NECESSARY FOR WIND EXPOSURE:
THESE PLANS ARE A STRUCTURAL REVIEW AND VALUE RECOMMENDATION ONLY, CHARLES A IN OUTDOOR CA OTHER C SO
DIGIACOMO NSSUMES NO LIABILITY OCR CONTRACTORNSUILDER WORK AND INSPECTION OF SUCH CONTINUED, LONG TERM PERFORMANCE PZ " IF
44 z
I WORK DURING AND AFTER CONSTRUCTION OF ANY STRUCTURE CREATED FROM THESE PLANS ALL WEATHER PROOFING DESIGN, FGASHINALF CEIC IS By OTHERS, NOT LOCATED IN THE COASTAL WIND-BORNE DEBRIS U � I
IT ED
REG
CONTRACTORS ARE RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND SHALL BOARD. WINDOW PROTECTION FOR FLYING DEBRIS IS
z DO THEIR FAR IN IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS. CAMINATED VENEER LUMBER (OVER SHALL EDGE A EXTREME FIBER STRESS IN BENDING OF 2950 NOT REQUIRED BY CODE. LE
T CONTRACTOR SHALL DESIGN AND INSTALL ALL TEMPORARY SHORING ACQUIRED PRO STABILIZE PSI MIN. AND OID'S PSI MODULUS OF CASTRIES MIN U N 0, GO UP 0
F NEW AND PROVIDING STRUCTURES AND FOUNDATIONS UNTIL CONSTRUCTION IS COMPLETE. AFFACH 2 PLY OF WITH (3) ROWS OF .139*13' GUN NAILS 12 0 C EACH FACE U A 0, BUILDING CATEGORY 11 OF
PLANS VOID RESERVE MONTHS AFTER DATE OF SEAL FOR TREATING TO CURRENT CODES AND ATTARCH 3 AND 4PPLY LVL WITH (2) ROOM OF 112' OFF WITS 12' ORC U.N.0 INT. PRESSURE COEF 1BEENCLOSED �i 2
4
F F PRACTICES APPLICABLE AT THAT TIME. LGIMENSIONAL LUMBER ON EDGE WITH MIN. (2) ROWS COMPONENT AND CLADDING WAIT OPENING PRESSURES ED
L FOUNDATION'
FASTEN BUILT-UP BEAMS OF 2' NOMINAL OPENING SIZE (SQ FEET) PRESSURE TRY)
P, OF .131 Y3F GUN NAILS 6 0 C. ONE ROW NEAR TOP EDGE AND ONE NEAR BOTTOM
t FOUNDATION HAS BEEN DESIGNED FOR A NON EXPANSIVE MINIMUM SOIL 17 FRED CAPACITY OF 0 10
IS +31, -41
X, 2000PSF OWNERACOUTTECTORL ASSUME ALL RESPONSIBILITY AND ASSOCIATED RISKS CONTRACTOR DECK AND STAIR HANDRAILLKSTRINGER DESIGN AND ATTAGNMENTTO BE IN 50 +29, 39
11
IF T, REGARDING SUSTAINING A SOIL MIDAFTERNOON! OVUVRNCCNTRUVTOR SHALL OBTAIN A SOIL SUBMITTED FOR APPROVAL ANCOR (DISEASES BEFORE CONSTRUCTION
BEARING CATTACITY AND SUITABLAITY OF SUBSURFACE CONDITIONS RUPERT FROM A 50 100 +2L, 35
1 100+ +231
I REGISTERED PLEARECHNICAL ENGINEER. ALL REQUIREMENTS FOR SITE PREPARATION AND SOIL ATTACH 2 PLY 2 NON WOOD STUD CHAPTER WITH 131',3 GUN NAILS 0 FIG. LOCH FACE
U 3 L I COMPACTION SPECIFIED IN THE CUTS REPORT SHALL BE FOLLOWED. JAND31 OLIN NAILS G OLD UP TO 4-PLIES UNLESS NOTED
F ATTACH ADDITIONAL RUES WITH GRAVITY LOADS
ROOF FLOOR
FOOTIFF AND BLUE SHALL BEAR UPON UNDISTURBED SOIL OR FULL COMPACTED TO A DENSITY
1 f'S OTHERWISE ON PLANS MIN. FASTENING Off ROUGH CARPENTRY SHARP BE PER CODE R602.2.
I,, TOP CHORD USE DIPPED 401551
A I I ILI, 11 AT LEAST 95% OF MODIFIED REACTOR MAX. DRY DENSITY HASTO A 1557). HILL SHEATHING TOP CHORD DEAD 7 PER 10 OFF OF
111 7 SHALL BE TREATED WITH TERMITE POISON BEFORE STAN IS PLACED OR OTIFER MEANS OF WALL SHEATHING BOTTOM CHORD GIVE. 10 TOP 0 FEE OF
1. IT �I Li !,�D �
t I T L 1, PROTECTING STRUCTURE FROM WDOYS MUST BE INSTALLED AT A LATER DAM. EXPOSURE I ARA RATED, SHEATHING OR RETRUCIPTRAL 1. PLYWOOD OR COMBINED STRAND BOARD
IF IT !1 , ci� US
If (056) SPAN RATING NOT LESS THAN 24,116, THICKNESS NOR LESS THAN 7116 U.N.0 OR BOTTOM CHORD DEAD 5 PSI 5 PSI Lid 0
4 �If CONCRETE OTHERWISE REQUIRED By VENEER MANUFACTURERS REQUIREMENTS. ATILACH WITH MIN. WJ NAIL DECKS 40 AT �7 U�
IF MINIMUM CON E USED FOR FOUNDATION AND SLAB AT 4 ED EDGES AND 12 0 C HELD BLOCK ALI PANEL EDGES (FARAGE DOOR SHARP MEET A MINIMUM
SHALL BE 25M FBI 0 28 DAYS REINFORCING STEEL SHARP CONFORM TGASTIM A615 GRADE 40
PRIESSIVE DESIGN STRENGTH OF CONCRET DESIGN LOAD
4 IF IF LGINGFRUDINFAL REINFORCEMENT IN WALLIS AND FOOTINGS SHALL BE CONTINUOUS AT CORNERS 5/16 PAUL PANEL MAY BE SUBSTTU FED OCR ARA FACED SHEATHING ON ALL EXTERIOR WA I IF OF 25 6 PSF AND 28 5 PER SIG] NO
I I I I j!
A A CLE TO
AND INTAUSBACTIONS. MATCHING COUNER PADS SHALL BE USED MINIMUM LISP OF REINFORCING ATTACH HARDI PANEL SHEATHING T) ALL WOOD SUPPORTS SO 091 , .225 HD DEAD LOADS ARE SUPLEFUMPOSED. FIT
SHALL BE 40 WAR DIAMETERS, BUT NOT LESS THAN 2D RING SHANK, I G LONG NAIL PATTERN AT A OLD EDGES AND 8 AID, RELIEF
1 F!
IS
1 t I I , BLOCK ALL PANEL EDGES u
R I ALL CONCRETE SCABS ON (SPANS SHALL BE 4 MIN. THICKNESS OVER MIN. 6 NIL POLYTHYLENNE
I VAPOR BARATER. SUCH SIZES SHALL BE REINFORCED WITH FIBER MESH REINFORCEMENT WITH ROOF SHEATHING ABBREVIATIONS
,L F ARCH. ARTHIHISLI
I AMIN, 2- FULTER LENGTH AT (1) LBYYD COMMUNINGWITHASTIM C 116 INLINJORIN 0 0 1 -BOTTOM OF FOLOTING S SO SHORT WAY
SHEATHING OR STRJOLUMPAL 1, PLYWOOD OR ORIENTED STRAND BOARD SIMPS SIMPSON STRONG TIE
CONJUNCTION WITH FIBER-MESH REINFORCEMENT BAD YET 411 4 WEBB PAPPED 8 AT EDGES AND US
R TODAY SPAN RATING NOT LESS THAN XGLA,THICKNESS NOT LESS THAN WILD HIM 0. OR CONT. CONTINUOUS T.O.C.-TOP OF CURB
F I ENDS CONFORMANCE WITH PATH A VER SET CENTERED IN SLAB, OTHERWISE REQUIRED BY ROOF COVERINO MANUFACTURERS REQUIREMENTS FIX DIAMETER LIMA TOP OF GREECE
If
IF T FICTION WITH MIN Ed RING SHANK NAILS A 6 CUC, EDGES AND 6 0 C. FIELD. E.W.AACH WAY TO S� TOP OF STEEL
t SLUMP SHALL BE BETWEEN IFTO 5', NO WASTER WALL BE ADDED AT SITE TROWEL FINISH
IF ENTERED SIXES OR SHANK TO RECEIVE FLOOR FINISH, NON-SLIP [UNDER I INIDT FOR CXTIRIOW SINGLE CLIP ALL PANEL EDGES. PANELS SHARP BE INSTALLED CONTINUOUS OVER TWO OR I I.E. FINISHED FLUOR TYR-TYPICAL
IF MORE SPANS WITH STAGGERED END LONGER WHERE SINGLE SPANS ARE REQUIRED BLOCK
4 ELEVATION UJA 0. UNLESS NOTED
IF CALLS, RANKS AND STAIRS. OMONAL CRACK CONTROL By V DEEP SAW CUT CONTROL DOUBTS
q L ORIGINATING AT CORNERS AND APPROX. 12 X12 GRID THROUGHIL SLAB WITHIN 12 TRY OF PANELS AT 12- OUT I W.-LONG WAY OTHERWISE
i, ! II SEPTIFING CONCRETE. BELIEF REINFORCEMENT IN ACCORDANCE WITH ACE US DETAILING FLOOR SHEATHING W-WITH FLUSTRUITHALTICAUS
I I t 11 1
F, F: MANUAL MIN CONCRETE COVER FOR REINFORCEMENT SHARP BE: MIN. MINIMUM WESTWOOD DESTROYING INDSPIECRICKFANTS
PI EXPOSURE I ARA RATED TONGUE AND GRAPPOSE, SHEATHING OR STRUCTURAL, I PLYWOOD OR 0 C ON CENTER ORGANISM
IF I . CONCRETE CASTFORMINST EARTH 3D ORIENTED STRAND BOARD (EASE SPAN PLATING NOT LESS THAN 48/24, THICKNESS NOT LESS P F-PRESSURE TREATED 0 A
. FORMED CONCRETE EXPRESSED TO EARTH OR WEATHER 1 112' THAN 23132- IT N 0 OR OTHERWISE ASSURANCE BY FLOOR COVERING MAROBACTU VVY E7WHDOMWID WIRE FABRIC
MAPS Sim FINDAR
N . ITHERIONASCIFFS, WALL FAR REQUIREMENTS. PANELS MAY BE GLUED TO AVOID FALUEEKS AND ADD STRENGTH BILL OTHERWISE
r
GLUE IS NOT REQUIRED ATTACH WITH MAN IM NAILS AT C O.C, EDGES AND AD 0 C FIELD. LESS INC.NOT,
A MASONRY FASTENERS OF INSLITPLIKSPLONE
I
111 1 1 1 BE WITH ACT XMI 5/1"THASONRY EPDXY ANCHORS SHALL BE INSTALLED WENT SIMPSON STRONGI GO HIGH 5 7=NGTH EPDXY AND SPEC TIC ITEND
T T 4 RETETIOCENTER TO-FIVINTLATION, FIRM
I TIE BUILDING CQUEE SEC OR AT ADHESIVE ALL ANCHORS PULVALL HAVE A MIN, 1 3/4" EDGE OF COME
P FLINN
I LPL OF ANCHOR EDGE DISTANCE WITH MIN. 7' E ABED U N 0 INSTALL PER MANUFACTURERS WRITTEN ALI UP HE
I I I P CONCRETE MANSONRY UNITS SHARP BE AGAIN CEO 75 HOLLOW LOAD BEARING CONCRETE MASONRY INSTALLATION PROCEDURES. OFF
it FILE COPY
F,
UNITS, TYPE 1, ASIDE N-It NORMAL WEIGHT, WEBB A MIN. COMPRESSION STRENGTH OF 2000 PSI FULACI PITFALL
A I Pm-15DD FED
I DO NOT INSTRULTUREADED RODS IN DEFAULT CONTACT WITH TREATED LUMBER AN EPDXY IFF IS 111
I Sf OF
4 If FILLED GAP OF 1/8 OR GREATER SHALL BLE MAINTAINED AT INTERFACE.
MORTAR STILL CONFORM TO ASSIN C270 TYPE S
USE COMMON WIRE NAILS OF STANDARD LENGTH PER HER 2005 NICE. INSTALL FASTENERS m TV
I IF 1 YL t" GROUP WHEN SPECIFIED, SHALL COMMON TV ASTIM! C LAC WITH MIN. 25 DAY COMPRESSIVE WITHOUT SPLITTING WOOD R ;VMWW IFILIK IFFLAVIS
I I STRENGTH OFF 3000 PSI GROUT SHARP HAVE MAX. 3/8 SIZE AGGREGATEr PROVIDE A SLUMP
It BETWEEN 8 OUR 11 METAL FRAMING ANCHORS aW OF c
;OP
E[
OF
i I A N
'r :; LF PROVIDE EVENING ANCHORS OF TYPE AND SIZE INDICATED ON DRAWINGS MANUFACTURED Still
HOLLOW (EMENCRITHE MASONRY UNITS SHALL BE LAID WITH FULL MORTAR COVERAGE ON LONG. SIMPSON STRONG TIE CO INC� U NO FASTEN ACCORDING TO MANUFACTURERS WRITTEN 00
AND VERTICAL FACE CLIS AND WEBS SPECIFICATIONS EXPOSED METAL FRAMILIG LONNECTORS OR IN CONTACT WITH CORPROSIV SV I
OF
IF X It N A 4 RR COX
ir MATERIALS SUCH AS PRESSURE TREATED LUMBER SHARP BE Z MURP COLATICIEL HOT DIPPED
I HORIZONTAL DOUBT REINF AT FED CUC IN
48 0 C., FILL ALL REINF. CELLO WITH (LIGHT COMPATIBILITY WITH THE APPLICATION. AMMONIA PRESERVATIVE BASED TREATMENT(ALEX
ALLCMULEALLS. MIN VERTICALREINF OF #4 AT GALVANIZED, STAINLESS STEEL OR OTHERWISE RATED BY FEE MANUFACTURER FOR `CI
1�114FIFA PA'
L I BRICK VENEER SHALL BE INSTALLED WITH MIN I AIRSPACE AND MIN 9 GA WIRE TIES OR 22 U 5 STAINLESS STEEL AND ZINC FILLED FASTAUNI MAY NOT BE COMBINED. USE ONLY STAINLESS
I I J, F'O
ITS REQUIRE STAINLESS STEEL FASTENERS AW CONNECTIONS IF I
CA By 7/8 r CORRUGATED STEEL AT 16 O.C. AUSPICES SHALL BE LOCATED ABOVE FLOATING STEEL FASTENERS WITH STAINLESS Si CONNECTORS USE ONLY ZINC PLATED FASTENERS
PWILL FFLcAI
C AT32 OC. WITH ZINC PLATED CONNECTORS. I[ FLEII
U,
1:L
ROOF PLAN
HAD NOTES 11, -1 A
LI UNLESS NOTED OTHERWISE ON TRUSS PERIN, TYPICAL WOOD TRUSS
k
E
F BEARING ELEVATION-S 1 1/8 ABOVE DATUM ELEVATON 0-0 1 0 S
AS
7PPICAL ROOF FRAMING SHALL BE PREFABRICATED Wo z 4
TRUSSES AT 24- GO MAXIMUM SPACING ANCHOR RO F J SISS
AT BEARING WALLS WITH SIMPSON HIS ANCHOR U N 0
UI IF z
ED IT V
I Ikkk A SS DE I E E SE c
BRACE PREFABRICATED TRUSSES P 5
I CONSTRUCTION BRACING PER )CS S RE ED P SIB z
0 2 IS ATTALCH WEB CONTINUOUS LATER E RA IN PERIN BE RU S
C AIAM Mi u I I 1 11 1 1 1 1 ALI L DRAWINGS TO MR CHORD OF RO RUSS IT 2 A CE LIP
END 10 P R
MAX,
G 72 D ANCHOR PATIO BEAMS AT WOOD IN H I TS12 AS IT
OR SEND ISPOIS EACH END, U N�� III PA 3 3.
4 AND SET BELOW TOP PLATES ON (2)2x STUD
SHEATH OVERHANGS CANTILEVERS AND COVERED PATIOS OF
EXTERIOR CEILINGS ACCORDING TO ROOF SHEATHING CRITTERELE
SHEET St. MANUFACTURED SOFFIT MAY BE USED IN LIEU Or
TAR SHEATHING AT OVERHANGS NOT EXCEEDING 24- INSTALLED PER
MANUFACTURER AND MEETING COMPONENT IF CLADDING WAIT
AS OPENING DESIGN PRESSURES PER SHEET St.
f
t � l ,
P 'X BEARING WALL HIGH TOP PLATE STUFF REQUIRE A ON THREADED
ASEA AST) RODICENTEREDONSPILICEORWITHIN4 FAINSIDE OR SIMPSON
�mIIIIIIII; IS SSE TO STEPS ADJACENT TO SPLICE GETS HEADER EACH SIDE OF
SPLICE OIL
t TIES AND TRADES FOR LOCATIONS
COORDINATE WITH OTHER DISCIPLI ;SES, SLEEVES AND PIPING.
AND DIMEN
A MIT ;
V . TAX If FOUNDATION DIMENSIONS SHOWN TO BE REVIEWED TO BE IN LID _C
R COMPLIANCE WITH ARCHITECTUAL DRAWINGS F-
IT 101, 1 �I
AD SEE Sl SERIES EFFECTS FOR GENERAL NOTES AND DETAILS
PERTAINING TO THIS PLAN. NOTES AND DETAILS SHOWN THEREIN
HS AM
—vlm -1 ;- TA m,, m ARE GENERALLY NOT INDICATED, BUT ARE INTENDED TO DRINK
FAA, 1,1L / MMEI GENERAL DESIGN CRITERIA AND TYPICAL CONSTRUCTION
"Ap LEAR "I CONDITIONS OCCURING THROUGHOUT THE WORK
rL
R EST
I A
A 9
OFT
A IS
BEFA
0
LL
p
j I I DESIGNATES HIGH CONCENTRATED LOAD. INSTA
THE DOWN AND BUILT UP COLUMNI WITH NUMBER OF
RTDS DIRECTLY UNDER REACTION WHERE APPLICABLE
AS INDICATED BELOW,
L (2) STUD MINIMUM (1) SIMPSON ITS
NTDUMK229
L L o -- INOICAI MINDEN THREADEDROUDLOCATIONS
SHIFT A MAXIMUM OF4 WHERE RECUIRED
T MIA,, IT
4 IN K9
wt,
NPI S-2.1
A". iL
-FA AS-
DI
Et
IT >
A
Ir I KAM UP AM
Irr
PIE
T' SECTO LT,OMANI . ...... .*AX C�
/�HAJ IIS ALA L IS CrO
EDIT DIGALOEIC
I IT'LI
DAIWA,
IT EM All FOR -fOLID TERM FO5
AND ROPER NOTING EGOP 0, 1
z
4
it GNOME FIG
I
'IT
d IT
04
1) #4 MET �1 #4 Fon OR u
ES I I G.
COURIES ME-i _R NOH <TMEJ GROTMED EOM
Oj
r W/1 k, )GERNITI AT 45' 0 :0 TF
t NOW
IDI COI STAIR
12 WON (2) 0 (GREG M' WIN In
p: TOG TO NOR
0 P�
IOM OWED MOTIND Ll
(FIENTOR !L2 LL
tit
MINIMUM DEALING WALL AND HEADER GI IT GO 0
I
STUD REQUIREMENTS(ut")
OR cOurt a 48-
0'-6' 6�8' BI i A3
OPEN I N.
ROGER 2 2 2 u
RON 0 W/o __4
L__ ��Z_ 7
lit I=OE_ 12 2 3 3 CENTER ON (GO
IONAL ITIMICAL CHU EDGE
FIT NiUNGM
NEREGE "I "PREN "M PEREENTE
2 2 4
TIT
oomil Form III POOR,
FEE NEW
HEADER SCHEDULE GE TERM
WEEK NOR
4 v41fl NOT
vxO OR 2NOM 9 4 GO
A C'N'T E 0 u 0
30 2.4 PER IT WE M NET >
(2) u
PU
RONFROF 6 0 C WER
Zi NO 2 -VAPOR FEE VA T 16 0 T WRi
6 PRO
U, IT G
(FORT 25' NO up
lie SS
TO w TRNi NO 2 6 2 BEND MOUNT MRMNM
so ITINEE
FOR NON IGGAF �WO PAIMPTIONE FERGETIRE SGINGIE OFFER MINE VI
IF f Kill 1MORMERM NOT LEND MEN SETMIX �4 ART FIAT FOR OPENERS TO FIT
FEE I'Mm 52 ITYPICAL EDGE B3
Ij I, DFTF !G�Gi
DPTAU
I III NATEM 1I "A FURED WAIT, - Difiri NO ANCHOR U K 0
"WROM PER ��G MINOR( OP
NIGER. JONS NEGINO TO
TOM FM
I PLAIN RMITO M UTCHOC�IF2AT Mi T Mil AT
I'm PIT SHIL PLATE AF _n IT Vi MR TIRE S-3.2
Ri WOOD OR FM
r MANUFACTURED
I ME NOR PETER TO TOP PLEM
FEE OWN _4-xi _i
WT(3) WIN Nl
H A
8 FORM V N 0
OR PER
PER wo 83
MR"
ME NOR FROOR TO To
WT(2) Ill
(2) IE #2 ME P"
a OF FOR �PNFNGM N
I �M
IT A OR PERO
ON ON
1 0 f
CA F�D
I IT IN OC ME �TNEREFF
PNOT
It 2.4 ONTO DIMA F'Ok"
(2) ItE OR #2 ME Pi 10d NOTE
W. OF IT
tt lirj
7 F rr R FIMI
1 -1 NEW �K 01 OFA RATE) OFF
NO OFTMOR PER
i5�N
AT METIT
It I t
NINGO, WCATIONS 'E, Oil I TO ',
#4 FORT 25' FIR FEE
2. SIMON AT IN 0 C 01 66
NEED Amil (MMINEM ME 2TITERI ALL TRIMAJOIN) NO 0 .. c
A
(Z) collir WON IGO It- - -#E OR NET �TNNGTNTG N 01,111, FOREAME/32=L�(�U FIE
0)
[PER ANDUM MINOR
#3 OR NOR ROOM 0 48- 0 C
I
IF IF "AM
io '
t Ij
o
it
I I aPICOL STEPUDWIN C2 T'(PICAL. INTENRIOR BEARING SHEARWALL C3 "(PICAL TRUSS BEARING
1 L III,III
TA 'AALIDWI,
14