HomeMy WebLinkAbout1331 S Summerlin Ave• i.r.�y 2
s t;,ipt4i0iotlgINvork:
Y j4
istoric District:
Zoning:
RECEIVED
CCH' OFSANFORD PEKh1tT AFt'4.I(_Wl CON 'JAN
Date: A) -/I
-----_....._.-.._._— lralue-oC�Worlt'�-'•t•�l—"1_J--n__'.Q�->_.__.._., __.�._
2 6 2007
:(Writ type: Bui(diag ___,_.__.
F,lcctrica(
- Mcchanical Pluotbing
Fuc Sprlttk(CMIarnl fool
ectricat New Scrvict; --
9 of ANIPS
AdditiotdAltcratiou .
Change of Se( vice _ fcluporary I'oIc
echarticaL Residential ' Non -Residential Replacetuat _ M Neve (Duct Layout & tincrgy Calc. Required)
uutbing/ New Commercial: # of Fixtures !{ of Watct & Sewer Lincs N of Gas Eines
ambinglNew Residential: P of Water Closets , Plumbi"g Repair -- Residential or Commercial _
xupancy type: Residential _ Comrttcrcial _ Industrial
Instruction Type: It of Stories: 11 of Dwelling Units: , Flood Gonc: (F4:AIA form required )
ottt & 1'3x:
udiag Coulpauy:
I Idrrss: _
utr;agc l,cudtr:
dress:
C h itect/ E ngi Reel:
C-untact Per suit
State L.ict+tsc Number:
l'huar.
rhone'
dress:.__.
- ----- tai' ...._---. __
plication is hereby made to obtain a permit to do the work and installations as indicated. I cettity that uo work or insudhtion has contutwnced prior to tic
)ancc.of a pemtit and that all work will be performed to Ince( skmdarrt; ()fall laws rerutating coustnfction in this jutisdictiow 1 undclstafld that a separate
mit nittst be secured for ELECTRICAL WORK, PLUMBING. SIGNS, WELLS, POOLS, FURNACES, BOILERS, I IEA I ERS, TANKS, and
t CONDITIONERS, ctc.
JNER'S AFFIDAVIT: I cettity that all of the foregoing information k accurate and that A work will be done iu cutupliaicc with a(( applicable laws regulating
tstruction and zoning, WARNING TO OWNER: YOUR FAILURE TO RECOFu> A NOTICE OF COM MENC FMF.N T MAY KESUt. f IN YOUR PAYING
IICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND 1-0 OBTAIN FINANCING. CONSUL f Wt N( VOUK LENLA.K OR AN
TOKNEY BEFORE RECORDING YOUR NOTICU OF COMMENCEMENT.
'TtCE- In addition to the requirements offfiis permit, there may be additional restrictions applicable to this property that may be luund in the public records of
: county, anal there may be .ulditional permits required froegt Wier governmental entities such as wale( nlaaagculctd district•;, state arcucics, or (cdctal al;cncics.
;eptaacc of MmAil {s�,veri -cation that I will notify the: owner of the
of dw requirements of Florida Lien Law, FS 113.
Slgllatuic of Cou1tfacn)r/Agcft(
I 't( wacul gent's N 7(3 `to
�lgttaturc of Nota(y-State of Florida `-o y - • y
i
x' , o 9 . '•c, ,r.Ys mr' �"� •O� a
OwnedAgettt is Personalty Knowtt to t4�///��llflllll\\\\\
Ptoduct:d 11)
'ROVALS: ZONING:
cial Couditions
0312006
UT[L: _ FD:
('rintContractor/AgenCs Naine
Sigutakue of Notary -State of Florida
Date
Date
Contractut'/Agent is Personally Known to M - or
P171duCed (U
BLUG:�.
o (�
A
Code violations found during inspection
are required to be corrected.
Plan/permit issuance does not grant
approval of a code violation. 2004'
FBC109.1
Structural plan review is limited to a
general survey for code compliance. No
review is implied nor was taken to
verify structural adequacy
40� DIXON STREET
NL
1. THIS STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2004 EDITION OF THE FLORIDA BUILDING CODE
(F.B.G.). WIND LOADING DESIGNED IN AGGORDANGE WITH A5GE-"1 02,.
2. ALL MATERIAL5 AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND ALL OTHER
APPLIGABLE'LOGAL GODE5 AT THE TIME OF MANUFAGTURE.
3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SGALED DIMENSIONS.
4. OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS SHOWN BUT MEMBER SPACING SHALL NOT
EXCEED LIMITS AS INDICATED.
5. LUMBER USED FOR CONSTRUCTION OF THIS BUILDING SHALL BE AS FOLLOWS.
FLOOR _1015.1-5 2x4 S.Y.PY2 OR 5.Y.P. #3 12% TO 15% MOISTURE GONTENT
2x6 5.Y.P.##2 OR S.Y.P. #3 12% TO 159 MOISTURE CONTENT
6. ALL THE FOLLOWING LUMBER SHALL BE PRE55URE TREATED SKIDS, FLOOR JOIST AND %', T d G PLY
WOOD FLOOR DECKING.
T. RAFTER DE51ONED TO SUPPORT D.L..r L.L. = 30 P5F,
6. CUSTOMER A55UME5 ALL RESPONSIBILITY FOR DRINKING WATER FACILITIES WI EN NOT 5HOWN ON FLOOR
PLAN.
H. HANDICAP ACCESS TO BUILDING 15 FIELD INSTALLED AND SUBJECT TO LOGAL JUR15016-PION APPROVAL.
10. ALL ELECTRICAL, f I.V.A.G., ETC. SHALL BE IN 51-RIGT ACCORDANCE WITH ALL APPLICABLE CODES AND
REGULATIONS.
11. SEISMIC PERF=ORMANCE EXPO5URE GROUP L GATEGORY - A.
12, TIE -DOWNS SHALL MEED THE REGlUIREMENT5 OF ALL. APPLICABLE CODES.
13. BUILDING 15 GLAS51FIED AS LIGHT COMMERCIAL STORAGE. 40 P.5.F. FLOOR LIVE LOAD. (NOT FOR
HABITATION)
M. ALL METAL. 5 TUD5 TO BE 18 GAUGE STEEL.
15. ALL ALUMINUM TO BE 3005-3105 ALLOY WITH 32,000 P51 MINIMUM YIELD STRENGTH.
16. ROOF SLOPE 5HALI- BE 3 TO 12 WHEN SHINGLES ARE APPLIED. ROOF SLOPE FOR METAL ROOFS SHALL
MEET MANUFACTURERS REGOMMENDATION5.
1-1. ROOF ALTERNATE : O.OIq" ALUMINUM OVER PLYWOOD 5HEATHING MAY BE USED AS A METAL ROOF.
16. OPTIONAL EXTERIOR ROOF COVERINGS INCLUDE ALUMINUM OR 5HIN6LE5 OVER 5/8" PLYWOOD WITH 2
LAYERS OF 15 LB. FELT.
Iq. FOR ROOFS WITH A SLOPE OF 2.0 TO 12 UP TO 4.0 TO 12 SHALL HAVE A DOUBLE UNDERLAYMENT
APPLICATION IN AGGORDANGE WITH SECTION 1507.2.6 OF F.B.G. 2004'
20. GALVANIZED STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS A MINIMUM OF 12 GAUGE (0.015
INGHE5) SHANKS WITH A MINIMUM 3/e" DIAMETER HEAD SHALL BE USED. FASTENERS SHALL BE LONG
ENOUGH TO PENETRATE INTO THE SHEATHING 3/a" OR THROUGH THE THICKNESS OF THE SHEATHING.
21. OPTIONAL EXTERIOR WALL GOVERIN65 INCLUDE GORRUGATED ALUMINUM, MA5A ALUMINUM, 4" LAP
ALUMINUM, 5/6" P.T. TI -II SIDING, VINYL SIDING WITH ENERGY BRACE BACKER, AND "PLEKO" STUCCO ON
5/6" DENSE GLASS GOLD.
22. ALL DOORS SHALL BE OPEN ABLE FROM THE EGRESS 51DE WITHOUT USE OF A KEY.
23. DOOR 5HALI_ BE 2 1/4",x 11/I6" ALUMINUM EXTRUDED FRAME WITH AN ALUMINUM PANEL INSERT. ALUMINUM
TRIM AND ALUMINUM PIANO HINGE ATTACHED WITH ALUMINUM RIVETS. DOOR ATTACHED TO VERTICAL 2x4.
OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM DOORS, GARAGE DOORS, 60" x -12" ALUMINUM DOOR, 30"
AND 46" SINGLE DOORS, AND PRE HUNG STEEL DOORS. TYPE, SIZE, QUANTITY, AND LOCATION MAY VARY.
24. ALUMINUM WINDOW5 -• TYPE, SIZE, QUANTITY AND LOGATION.MAY VARY.
25. ALL GLAZING WITHIN A 24" ARCH OF DOORS WH05E BOTTOM EDGE 15 LE55 THAN 60 INCHES ABOVE THE
FLOOR. AND ALL GLAZING IN DOORS 5HALL BE SAFETY, TEMPERED OR ACRYLIC PLA5TIG SHEET.
SLUCTRICAL NOTES
I. WHEN AIR GONDITIONING 15 INSTALLED IN THIS BUILDING, IT SHALL BE THE
RE5PON51BILITY OF THE HVAG CONTRACTOR AND ELECTRICAL GONTRAGTOR
TO VERIFY WIRE AND BREAKER SIZES FOR ACTUAL I-IVAG UNIT(5) INSTALLED
ALL WIRING TO BE IN ACCORDANCE WITH THE NATIONAL ELEGTRIG CODE
LATEST EDITION.
2. FLEXIBLE GONDUIT FOR LIGHT FIXTURES.
3. EACH CIRCUIT 15 TO HAVE CONTINUOUS SOLID COPPER INSULATED GROUND
WIRE CONNECTED TO E0UIPMENT GROUND BAP. IN THE MAIN DISTRIBUTION
PANEL.
4. EQUIPMENT GROUND BAR IN M .,IN DISTRIBUTION PANEL 15 TO BE GROUNDED TO
MINIMUM 10'-0" COPPER GLAD EARTH -DRIVEN ROD WITH GROUNDING CLAMP
APPROVED FOR DIRECT BURIAL.
5. ALL CONDUIT TERMINATION'S OF I" OR 'LARGER ARE TO HAVE PLA5TIG
INSULATED BUSHINGS,
6. ALL ELEGTRIGAL WORK 15 TO BE IN AGGORDANGE WITH THE NATIONAL
ELECTRICAL GODE (NEG), LIFE SAFETY GOD (NEPA 101), LATEST EDITIONS.
7, HVAG EQUIPMENT 5HALL BE PROVIDED WITH READILY ACCESSIBLE
DISGONNEGT5 ADJACENT TO THE EQUIPMEN"f SERVED. AUNIT 5VIITGH WITH A
MARKED "OFF" P051TION THAT 15 PART OF THE HVAG EQUIPMENT SHALL BE
PERMITTED AS THE DISCONNECTING MEANS ONLY WHERE OTHER
DISGONNEGTING MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE
CIRCUIT BREAKER.
6. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RAI -INC OF
THE. MAIN BREAKER MUST BE DE5I6NED AND VERIFIED A5 BEING IN
COMPLIANCE WITH SEG. IID -q OF THE NEC, BY A LOCAL ELECTRICAL
CONSULTANT.
q. THE MAIN ELEGTRIG/\L PANEL, FEEDERS, POWER HOOKUP TO BUILDING
(INCLUDING ALL DISCONNECTS, OVER CURRENT DEVICES, PANELS, GROUNDING,
ETC.) 15 DE5I6NED BY OTHERS, SITE INSTALLED, 5UBJEGT TO LOCAL
JURISDICTION APPROVAL.
10. ALL WIRES TO 5WITGHE5 AND OUTLETS TO BE 412 THI-IN SOLID GREEN
Gj G� !'IanAdc No. 7 n c 1SCIUI G'
--------
STRUCTURAL NT: Approved By----•----
Ki�hardL. I311110cic
fYlodular lfuildir�g 1'laus Lsauriuer i•lorida GCrUficaie
I. ROOF ASSEMBLY TO BE 3 YY METAL STUDS AT 24" O.G.• WALL a lUD5 TO BE
3 1/2" METAL STUDS AT 24" O.G. TO 16" FIE16HT
2. FLOOR DEGKING TO BE 5/6" OR 3/4" PLYWOOD, EXTERIOR GRADE,
APPROVED FOR 24" O.G. SPAGING (SEE FLOOR FRAMING SHEET A -I).
3. ALL FASTENERS INTO PRESSURE TREATED LUMBER SHALL BE HOT DIPPED
GALVANIZED FASTENERS.
ITU INSTALLED LL I T I I 4 AND STANDARD PANELROF SIDING To BE 2/ U
ACC.ESS!ORIES.NALL SIDING ELS OIq` TO BE 2 1/2" THICKNESS,
NOTE THAT TH15 L15T DOES NOT NEGESSARILY LIMIT THE ITEMS OF WORK GORkUGATED, STEP DOWN PANELS, OR DOUBLE RIB PANELS .01"1"
AND MA-fER1AL5 THAT MAY BE REGZUIRED FOR A COMPLETE INSTALLATION. THICKNESS AND STANDARD PANEL ACCESSORIES.
ALL SITE RELATED ITEMS ARE 5UBJEGT TO LOCAL JURI5DIGTION
APPROVAL.
I. THE COMPLETE FOUNDATION SUPPORT AND TIE -•DOWN SYSTEM.
2. RAMPS, STAIRS, AND GENERAL ACCESS 1-0 THE BUILDING.
3. ELECTRICAL SERVICE HOOKUP (INCLUDING FEEDERS) TO THE BUILDING.
THESE PLANS WERE PE5I6NEO IN ACCORDANCE WITH THE 2004 FLORIDA BUILPIN6 CODE
A
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fadiVt,rc w dk�r. t c� rwi - G:di+rsaRa:u �"`i i
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Plow
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S (;V1
D �
AUow. fit orLni4 y 0�2�
r}ppray.l iRr,1 ' e
fpiiclYirl CW ttlie Upj•�a%err4 d a
PERMIT.
m4hvirx or Afpraex ruv l� v6gatxrda
4 tea ����irt•Latrr� sf e�i'S' '�' : •
e
fj�
OiC]
SHEET TITLE
G -I
t �ik ndJc�
A --I
CL
WIND VELOCITY 150 M.1>�
ROOF FRAMING
A-3
ELEVATIONS
A-4
2.
WIND IMPORTANCE FACTOR��
TURNAROUND WALL FRAMING
A-6
12Q:rk
3,
BUILDING CATE60RY
4.
5.
hIND EXPOSUREr.. ;•
INT. PRESSURE GOEFFIGIENT
6.
ENCLOSURE GLA551FIGATION
Q
1.
GOMPONENT5 AND CLADDING
�
�
- WALL LOAD (ZONE #4) -40.1 F5,)' (,;
O
'
MSON
CRITERIA (Fx 2004
SHEET TITLE
G -I
COVER 5FIEET
A --I
I.
WIND VELOCITY 150 M.1>�
ROOF FRAMING
A-3
ELEVATIONS
A-4
2.
WIND IMPORTANCE FACTOR��
TURNAROUND WALL FRAMING
A-6
DETAILS
3,
BUILDING CATE60RY
4.
5.
hIND EXPOSUREr.. ;•
INT. PRESSURE GOEFFIGIENT
6.
ENCLOSURE GLA551FIGATION
1.
GOMPONENT5 AND CLADDING
�
s
- WALL LOAD (ZONE #4) -40.1 F5,)' (,;
r•l c,
'
- WALL LOAD (ZONE #5)-50.3r,P. l
�
- ROOF LOAD (ZONE #1) -55.3
- ROOF LOAD (ZONE #2) -53.5 P�F�,:.
- ROOF LOAD (ZONE #3) -81; ;P5F
4
;
8.
FLOOR DE516N LIVE LOAD 5/125
FLUOR DE516N DEAD LOAD ` `� I P
q.
ROOF DE516N LIVE LOAD 20'i5
C?.
c
ROOF DESIGN DEAD LOAD 5 °JPW�J,
(l1r r
r
r''
10.
WALL DE516N DEAD LOAD 5 P �' .. •''y
II.
CONSTRUCTION TYPE V 1=31..,+.
Y?
Dll m
12.
BUILDING OCCUPANCY - LAM 5TORA9 %0 5-1
,. ,..,
C<
�
cSJ
� � ►;
,
13.
THE CONTRACTOR MU5T COMPLY WITH THE LATE5T
�6p
EDITIONS OF THE FOLLOWING CODES:
o
Q
-- FLQRID,p,`'BUILDIN6 GODS - 2004
p'.
ly �
:FLORIDA MEGHANIGAL_ GODS - 2004
.-
Q
- FLORIDA PLUMBING GODS - 2004
?
- FLORIDA A66E55113ILITY CODE - 2004
- FLORIDA EXI5TIN6 BUILDING CODE - 2004
-• FLORIDA FUEL AND 6A5 CODE - 2004
LA
f S
REVI t
- FLORIDA FIRE PREVENTION CODE - 2004
1.
-
- NATIONAL ELEGTRIG GODS - 2005
REV
BY
DATE:
I
MBR
11/2/05
MET L I i TABL
SHEET NUMBER
SHEET TITLE
G -I
COVER 5FIEET
A --I
FLOOR PLAN SECTION $ DETAILS
A-2
ROOF FRAMING
A-3
ELEVATIONS
A-4
STANDARD WALL FRAMING
A-5
TURNAROUND WALL FRAMING
A-6
DETAILS
ZI ADDED NOTE ABOUT AMENDMENTS TO BOTTOM OF TITLE BLOCK.
/� ADDED TURNAROUND ROOF ELEVATIONS AND WALL FRAMING DETAILS AND UPDATE
L� DETAIL NUMBERS AND SHEET GALL CUTS. CHANGED FLOOR LIVE LOAD TO -15/125.
PE6EMBER 12th, 2005 AMENDMENTS FOR A THREE SEGONI? GUST OF 150 MPH.
2 JDA 5/4/06
DATE: V/ 5/05
DRAWN BY: .:IDA
GI EGKED BY: F5G
56ALE: NO 56ALE
W.O. NO: 465 -00I -L
SHEET
�1
6'-0'I TO 50'-0"
WINDOWS HEIGHT MAY VARY
WINDOW LOCATION AND 3 1/211 METAL -
GUANTITIES MAY VARY AND ARE E30-TTOM PLATE
2 OPTIONAL (TYP.)
A-3
O 4
A-3
I
I OPTIONAL ELEGTRIG TO EAGH UNIT.
3 1/2" METAL / OWNER TO VERIFY LOGATION5
WALL STUD FIELD GONNEGT FROM EXISTING
(nP•) POWER 50URGl TO UNIT.
FLOOR
PLAN 30" MINIMUM
�I 3 \� 60" MAXIMUM
VA-6
o 5GALE: 1/4" = I1 -all A-3 A-3 6-O HEIGHT
i= DOOR LOGATION
- _ MAY VARY.
I
5/811 OR 3/4" PLYWOOD FLOORING
fE (SEE GHART 5 BELOW) SHALL BE 3
v U 5EGURED TO EAGH FLOOR J015T W/ 2x SRAI� A -b
cv V 6d NAILS AT 6" O.G. (TYP)
u Ir u u u
r II.
/4
•• (f II _:f 11 If
�. , .. II it ..._._,. _.. . ... .. ...
-• II -„Il IF ..
li •••n r u_ I n -.0 u
it
. I I -• I I I. ' l l I - I I I I 11'
it
At
,I II II 1. 1
►- 2x BRAGE BETWEEN L_ 2x FLOOR J015TS
SKIDS AT t 141-011 OR SEE GHART 5
AT UNIT MIDPOINT BELOW FOR 51ZE5
6-O” TO 50'-0"
II 1
ELECTRICAL
SYMBOLS
p DUPLEX KEGEPTAGLE 120V I(I)
INGANDESGENT LIGHT
>� WITH 1-60W BULB
CI JUNGTION BOX
SWITGH
WP WEATHERPROOF
c 5WITGH WITH REGEPTAGLE
R OUTLET 120V 1 N
NOTE:
ALL LLEGTRIGAL EaUIPMENT 5HOWN 15
0 OPTIONAL AND LOGArION5 MARY.
ALL ELEGTRIGAL OUTLETS SHALL DE
GFGI IN AGGORDANGE WITH ARTICLE
-�, 1210.8(A)(2) NEG -02.
Q � N
O
Q
Q
CV
iy
HURRICANE CWPS
RIMUIRWD
FROM RIM J015T TO
SKID AT 150 MFH
:r"
FRAMING AT 16" OG
GLIP5
MOR
12/14/05
(2) - F15
NOTE:
GLIP5 SHOULD BE 51MP50N OR EG2UAL.
ONE TYPE OF FASTENER MAY DE USED �� ��� S�,ANT !
_SCALE: N: r.5.
3 1/2" METAL— 51/2" METAL -
ROOF RAFTER WAIL DRAGING
2
v
3 I/2 ME TAI. 1 z
WALL STUD L �� �.•,�e• v
3 1/1 METAL o
HEADER
,n
s J -
.,, ..1 I 'I
PLYNOOD—
FLOORING
U
jA��1M1`NU1j
4x6 P; r, P. r. 2x FLOOR r
S(P 112 JOIST SEE
sJ°SJ�I
SKID GHART 5 THIS
END INALL SHEET J.,i
SECTION
56ALE: 1/4" = 1'
i.
4x6 5YP#2 P.T. 5KID5
WITH 1 1/2" WIDE 1 1/2"
DEEP NOTGHE5 AT 16" O.G.
ENTIRE LENGTH OF 5KID5
TO AGGOMMODATE FLOOR
5GALE: 1/411 - 11_01'
l I+ a�
I L04YOU I Z -1 \A �2° ��( P���12" LAP 5PLIGE FASTENED WITH (6)
- 5/16" x 4" LAG SGREWS ON OUT
15 P5= LIVE LOAD 5YP #2 125 P5F LIVE LOAD 5YP #2 15 P5F LIVE LOAD 5YP #2 SIDE AND (3) 5%(6" x 411 LAG 5CREW5
IN51DE
G>
WIDTH JOISTS A B WIDTH J015T5 A 8 WIDTH JOISTS A 13 G ILI w t
6'-0" 2x4 AT 16" O.G. * 14.5" 43" 6-0 2x4 AT 16" O.G. 14.5" 43" 13'-8" 2x6 AT 16" O.G. loll 30" 84
n n u u 1 u u 11 " - IL
b' -O" 2x4 AT 16 O,G. * 6 84 b' -O" 2x6 AT 16 O.G. 6 84 TYP. SKID NUTGH AND SPLICE (- t�
I50 i I C O� v h
'-O"
6 AT 1611 O.G. ' lb"
b4" 10'-O" 2x6 AT,1(9" O.G. 18" 84" 125 P5E LIVE LOAD 5YP #2 _ 2 Z < 0 ..�
V V 5GALE: N.T,5,
IOI'-8" 2x6 AT 16" U.G. 28" 84" I I'-8" 2x6 AT 161' O.G. 28" 8IianNo.
4'1 WIDTH J015T5 A B G r cf g v c� l l- j =i
]!� Q Q
131-8" 2x8 AT 1611 O.G. 4011 84'1 131_811 2x8 AT 1611,0L. 4011 841' 131-811 2x8 AT 16" O.G. 10" 301` 84°
2x P.T. RIM JOIST ApIMMAl by
6 -O UNIT MAY USE 2x4 5YP #3 ttic>>ard T,. 63uuoc►c z
* # THESE UNITS MAY USE 2x6 5YP #3 SEE GHART 5 THIS Modular a3uilding Plans Examiner lelurida certificate M ' I <
S EET w �
cv NOTGH OR DADO 1 1/2" WIDE x 1 1/2" 7 D
DEEP AT 16" O.G. FOR FLOOR _ioi5'r� j tt
ENTIRE LENGTH OF SKID to O
i II li�lll� 1 ! l� l,f� I!I Il i II <C)_ILI
,��
cJ f-
\ 0 7 �—A
A /f� B A A A B G �� B�_�A _ sn N �L • j `t -!
- --SNI" .t:
WIDTH WIDTH
SEE DETAILS Will_ to
-� 4/A-6 AND "t/A-6 SKIDor w w
v Q
CHART �- i"a41'o Q Q G
Q)��t1_�
5GALE: 1/4" I1-011 - 5GALE: N.T.5. Q
l� ��
THESE PLANS MRE DE510NED IN ACCORDANCE WITH THE 2004 PLORIPA BUILDING GODS YV DEGEM13ER 12th, 2005 AMENOMENT5 FOR A THREE 5EGOND GUST OF 150 MPH.
O m
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Wlu
Q
:r"
11/2/05
2
MOR
12/14/05
3
JDA
5/4/06
V"
ry .F4
7rr-
TIE, 1
__
c <
11lC�j V
V — <
ry N
cl
Ii
Try
<
ry
v
3 I/2 ME TAI. 1 z
WALL STUD L �� �.•,�e• v
3 1/1 METAL o
HEADER
,n
s J -
.,, ..1 I 'I
PLYNOOD—
FLOORING
U
jA��1M1`NU1j
4x6 P; r, P. r. 2x FLOOR r
S(P 112 JOIST SEE
sJ°SJ�I
SKID GHART 5 THIS
END INALL SHEET J.,i
SECTION
56ALE: 1/4" = 1'
i.
4x6 5YP#2 P.T. 5KID5
WITH 1 1/2" WIDE 1 1/2"
DEEP NOTGHE5 AT 16" O.G.
ENTIRE LENGTH OF 5KID5
TO AGGOMMODATE FLOOR
5GALE: 1/411 - 11_01'
l I+ a�
I L04YOU I Z -1 \A �2° ��( P���12" LAP 5PLIGE FASTENED WITH (6)
- 5/16" x 4" LAG SGREWS ON OUT
15 P5= LIVE LOAD 5YP #2 125 P5F LIVE LOAD 5YP #2 15 P5F LIVE LOAD 5YP #2 SIDE AND (3) 5%(6" x 411 LAG 5CREW5
IN51DE
G>
WIDTH JOISTS A B WIDTH J015T5 A 8 WIDTH JOISTS A 13 G ILI w t
6'-0" 2x4 AT 16" O.G. * 14.5" 43" 6-0 2x4 AT 16" O.G. 14.5" 43" 13'-8" 2x6 AT 16" O.G. loll 30" 84
n n u u 1 u u 11 " - IL
b' -O" 2x4 AT 16 O,G. * 6 84 b' -O" 2x6 AT 16 O.G. 6 84 TYP. SKID NUTGH AND SPLICE (- t�
I50 i I C O� v h
'-O"
6 AT 1611 O.G. ' lb"
b4" 10'-O" 2x6 AT,1(9" O.G. 18" 84" 125 P5E LIVE LOAD 5YP #2 _ 2 Z < 0 ..�
V V 5GALE: N.T,5,
IOI'-8" 2x6 AT 16" U.G. 28" 84" I I'-8" 2x6 AT 161' O.G. 28" 8IianNo.
4'1 WIDTH J015T5 A B G r cf g v c� l l- j =i
]!� Q Q
131-8" 2x8 AT 1611 O.G. 4011 84'1 131_811 2x8 AT 1611,0L. 4011 841' 131-811 2x8 AT 16" O.G. 10" 301` 84°
2x P.T. RIM JOIST ApIMMAl by
6 -O UNIT MAY USE 2x4 5YP #3 ttic>>ard T,. 63uuoc►c z
* # THESE UNITS MAY USE 2x6 5YP #3 SEE GHART 5 THIS Modular a3uilding Plans Examiner lelurida certificate M ' I <
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REV
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11/2/05
2
MOR
12/14/05
3
JDA
5/4/06
DATE:
q/23/05
DRAWN E3Y:
JDA
GHEGKED BY:
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5GALE:
A5 NOTED
W.O. NO:
485-001—L
SHEET
5 1/2" METAL ROOF
BRAG ING FASTENED
WITH (2) -'#10 SELF ,
DRILLING GRABBER
5GREI^I5 (1) INTO EAGH
FLANGE
5 I/2 METAL
ROOF
RAFTER
2 1/2" x 1/211
CORRUGATED ROOF
GOVERING #p SELF
DRILLING GRABBER
5GREW5 AT 10" O.G.
2 1/2" x 1/2"
GORRUGATED ROOF
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2 JDA 5/4/06
DATE:
q/23/05
DRAWN 8Y:
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GHEGKED BY:
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56ALE:
A5 NOTED
W,D. NO:
465-001-L
ALUMINUM
BASE TRIM
ALUMINUM
BASE TRIM
4x(g P.T. -
SKID
SEE 5HEET A-5 FOR SIDE AND ENDWALL SECTIONS
1/-)" u 1/7'
DO N51ZE
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DETERMINED
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REV BY DATE
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2 1 JDA 5/4/06
DATE:
N/23/05
DRAWN BY;
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4x6 P.T.
A5 NOTED
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4x6 P.T,
ALUMINUM DOOR
2 I/2" x I/2"
5YP #2
CORRUGATED OR LAP
5YP #2
SIZE AND LOCATION
GORRUGATED OR LAP
SKID
SIDING WALL COVERING
SKID
DETERMINED BY
510IN6 WALL
FASTENED WITH #6 SELF
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WITI-I 48 5ELF
5GREW5 AT 12" O.G.
ELEVATION
DRILLING GRABBER
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1SCALE: 1/4" � ,'_0,—
5GREW5 AT 12" U.G.
ED
SEE SHEET A-•4 FOR SIDE AND
ENDINALL SECTIONS
PLANS mV'
c y ()p SANFORD
ADDED NOTE ABOUT AMENDMENT5 1-0
BOTTOM OF TITLE BLOGK.
ADD TURNAROUND ROOF ELEVATIONS
AND UPDATE DETAIL NUMBER5 AND
5HEET GALL OUT5
THESE PLAN5
WERE OF-516NED IN AGCORDANCE
KITH THE 2004 FLORIDA
BUILOINCG GOPE PEGEMBER 12th,
2005 AMENDMENTS FOR A THREE
5EGOND GUST OF 150 MPH.
REV BY DATE
I MBR II/2/05
2 1 JDA 5/4/06
DATE:
N/23/05
DRAWN BY;
r..
O
GHEGKEl7 BY:
F5G
5GALE:
A5 NOTED
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REV BY DATE
I MBR II/2/05
2 1 JDA 5/4/06
DATE:
N/23/05
DRAWN BY;
JDA
GHEGKEl7 BY:
F5G
5GALE:
A5 NOTED
W.O. NO:
4x35 -001-L
5HEET
A am 3
6
�W75GALE: 1/4" = 1'-0"
51/2" METAL ROOF RAFTER 3 1/2" METAL WALL 51 -UD FASTENED W/
SEE GHART Tf 15 SHEET FOR (2) - #IO SELF DRILLING GRABBER 5GREW5
FASTENING TO TOP PLATE (1) INTO EAGH FLANGE AT RUNNERS
3.. 12
�1 3.15 3
3 1/2 METAL LATERAL
BRAGE FASTENED WITH -
(2) -- #10 SELF DRILLING
GRABBER SGREWS
(1) INTO EAGH FLANGE o
51/2" METAL ROOF -
RAFTER SEE
GHART THI5 SHEET
FOR FASTENING TO
"FOP PLATE
3..
3 1/2" METAL LATERAL
BRAGE FASTENED WITH -
(2) -- #10 SELF DRILLING
GRABBER 5GREW5 (1)
INTO FAGH FLANGE
3 1/2" METAL-
130-FFOM PLATE
_ T NIL"FI KWK BOLT MIN. I/2"
W/ 5 1/2" EMBEDDED IN
O I THE GONG. AND 1 3/4"
ct� MIN. EDGE DI5TANGE AT
3 1/2" METAL 16" O.G.
WALL BRAG I NG _
FASTENED WITH P.F. 2x RIM 24'
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END WALL 9� I LAC) 5GREW AT Vol' O.G. INTO RIM J015T -'
SKID >�
5GALE: I/4" = I' -O"
51/2" METAL ROOF
3 1/2" METAL HEADER FASTENED W/ FTER SEE GHART TH15 3 1/2" METAL WALL STUD 5 1/2" METAL HEADER
(2) - 410 SELF DRILLING GRABBER SHEET FOR FA5TENIN6 FASTENED W/ (2) - #10 SELF FASTENED WITH (2) -
5GREWS (1) INTO EAGH FLANGE TO TOP PLATE DRILLING GRABBER
125GREW5 GRABBER SGREWS #10 SELF DRILLING
51/2" METAL WALL 5A5 GRABBER 5GREW5 (1)
BRAGING FASTENED W/ 3" (I) INTO EACH FLANGE INTO EAGH FLANGE
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WIDTH
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3 1/2" METAL ROOF
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51/2" METAL WALL 3 1/2" METAL
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BRAGING FASTENED W/
RAFTER SEE
BRAGIN6 FASTENED WITH 'FOP PLATE
#10 SELF DRILLING
(2)-#10 SELF DRILLING
GHART THI5 SHEET
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3 1/2 METAL WALL
3 1/2" METAL GRABBER 5GREW5 (I)
GRABB)^R 5GREW5 (I)
FOR FASTENING TO
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tit
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HILTI KWK BOLT MIN. 1/2"
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O THE GONG. AND 1 3/4"
m MIN. EDGE 015TANGE AT
16" O.G.
LL L
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3 112" METAL WALL 24"
24" 3 1/2" METAL Z
5YP #2 :1015F SEE
BRAGE FASTENED W/
STUD FASTENED W/
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SKID GHART 5/A-1
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(2) -- #10 SELF DRILLING
-III
FASTENED WITH O z
GRABBER SGREWS
GRABBER 5GREW5
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(1) INTO EACH FLANGE AT RUNNERS LA6 SGREW AT 16"
O.G. INTO FLOOR
51DE hAyLLL
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12" AkI
�W75GALE: 1/4" = 1'-0"
51/2" METAL ROOF RAFTER 3 1/2" METAL WALL 51 -UD FASTENED W/
SEE GHART Tf 15 SHEET FOR (2) - #IO SELF DRILLING GRABBER 5GREW5
FASTENING TO TOP PLATE (1) INTO EAGH FLANGE AT RUNNERS
3.. 12
�1 3.15 3
3 1/2 METAL LATERAL
BRAGE FASTENED WITH -
(2) -- #10 SELF DRILLING
GRABBER SGREWS
(1) INTO EAGH FLANGE o
51/2" METAL ROOF -
RAFTER SEE
GHART THI5 SHEET
FOR FASTENING TO
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3..
3 1/2" METAL LATERAL
BRAGE FASTENED WITH -
(2) -- #10 SELF DRILLING
GRABBER 5GREW5 (1)
INTO FAGH FLANGE
3 1/2" METAL-
130-FFOM PLATE
_ T NIL"FI KWK BOLT MIN. I/2"
W/ 5 1/2" EMBEDDED IN
O I THE GONG. AND 1 3/4"
ct� MIN. EDGE DI5TANGE AT
3 1/2" METAL 16" O.G.
WALL BRAG I NG _
FASTENED WITH P.F. 2x RIM 24'
(2) - lklU SELF DRILLING JOIST SLI TYP. z _01
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GRABBER SG REWS
(1) INTO EAGH FLANGE 4x6 P.T. GHART 5/A-1 3 1/2 METAL BOTTOM PLATE
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END WALL 9� I LAC) 5GREW AT Vol' O.G. INTO RIM J015T -'
SKID >�
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51/2" METAL ROOF
3 1/2" METAL HEADER FASTENED W/ FTER SEE GHART TH15 3 1/2" METAL WALL STUD 5 1/2" METAL HEADER
(2) - 410 SELF DRILLING GRABBER SHEET FOR FA5TENIN6 FASTENED W/ (2) - #10 SELF FASTENED WITH (2) -
5GREWS (1) INTO EAGH FLANGE TO TOP PLATE DRILLING GRABBER
125GREW5 GRABBER SGREWS #10 SELF DRILLING
51/2" METAL WALL 5A5 GRABBER 5GREW5 (1)
BRAGING FASTENED W/ 3" (I) INTO EACH FLANGE INTO EAGH FLANGE
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12
i 3.15 3
24'
it
III: I .II III II. \ i -III.:
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I i : W 2455 CONT. (TYP)
-� END WAIL
A I NGo,:
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SIDE WALL
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3 1/2" METAL WALL
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3 1/2" METAL—
3 1/2" METAL WALL
FASTENED WITH (2) --
BRAGING FASTENED W/
ROOF RAFTER SEE
BRAGIN6 FASTENED WITH
#10 SELF DRILLING
(2)-#10 SELF DRILLING
GHART TH15 5HEET
(2) - #10 SELF DRILLING
GRABBER 5GREW5 (1)
GRABBER 5GREW5 (1)
FOR FASTENING
GRABBER 5GRENS (1)
INTO EAGH FLANGEfO
INTCL EAGH.FL , N E
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INTO EAGH FLANGE
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3 1/2" METAL WALL STUD FASTENED W/ (2)
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INTO EA611 FLANGE AT RUNNERS
12
i 3.15 3
24'
it
III: I .II III II. \ i -III.:
III MONOI l"FRIG GONG. FTG,
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-� END WAIL
A I NGo,:
5GALE I/4 I
SIDE WALL
FRAMING
5GALE: 1/4" 1'-0"
G
3 1/2" METAL WALL
BRAGING FASTENED it i ` CI)
WITH (2) - #10 SELF r �4"� F�st�`� 0b�
DRILLING GRABBER j�
SGREWS (1) INTO EAGH
:
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WIDTH
5PAGI NCS OF `i �,t �X_.
F5G
HINH TRAXX/I
6'-0"
-1.5"
8'-O"
7.5" O.G.
10'-0"
6" O.G.
II' -bit
5" O.G.
5 I/2" METAL WALL STUD FASTENED W/ (2)
- #10 SELF DRILLING GRABBER 5GREW5 (1,
INTO EA61-1 FLANGE AT RUNNERS
12
Qz
9/23/05
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B-_ A
W.O. NO:
485-0OI-L
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W.O. NO:
485-0OI-L
NO
1 CHANT
gyp, of 5co1�'
�� �� Plan No. —
llale
Appruvcd liy
liichacd L. liullock
Nlodalar liailding plans Examiner Vlorida Ce'Affiiculc —' —k 13
GRABBER 5GREW5 (1) �_ 3 1/2" METAL WALL
INTO EAGH FLANGE - -- BRAGIN6 FASTENED
3 1/2" METAL LATERAL WITH (2) - #10 SELF
BRACE FASTENED WITH - I DRILLING GRABBER
(2) - 010 SELF DRILLING i ! s� 5GREW5 (1) INTO EAGH
GRABBER 5GREW5 (1) O I _ o FLANGE
INTO EACH FLANGE 0 3 1/2" METAL o -
�p BOTTOM PLATE
HILTI rViK BOLT MIN. 1/2"
W/ 5 1/2" EMBEDDED IN
O THE GONG. AND 1 3/4" p
m i MIN. EDGE D15TANGE AT I a�
77
P.T. 2x RIM i' ^ III_ .._.. IIL 11
24 !II: 11� IIT �, ill: 1 II III tl I ::111 .IlL .Il
4x6 P.T. J015T SEE 3 1/2" METAL - ' !I II III MONOLITHIG GONG. FT6. 1 Ili 1 III 1
5YP #2 GHART 5/A -I TYP. BOTTOM PLATS # I III ..I I l LI ii I.:LI I III 1111111 II t I I 1
SKID I 1 �'j l i; :, 116 W/ 2- 5 5 CONT. (TYP.)
END WALL I-0 #
,
. ill I �N ` � FRAMING Q ADDED TITLENOTE
BLOCKBOUT AMENDMENTS '1"O E30TI'OM
5GALE:1/4" =I'-0" 5GALE: I/4" = i'-0" 0 UPDATE DETAIL NUMBERS AND SHEET GALL OUTS
THE5E PLAN5 1NERE PE516NED IN AGGORDANGE WITH THE 2004 FLORIDA BUILDING CODE IN/ OF-GEMBER 12th, 2005 AMENPMENT5 FOR A -THREE 5EGOND (5U5T OF 150 MPH _
PNFE
REQ/ DY
I MBR 11/2/05
2 JDA 5/4/06
DATE:
9/23/05
DRAWN DY:
JDA
GHEGKEV BY:
F5G
5GALE:
AS NOTED
W.O. NO:
485-0OI-L
SHEET
L
3 1/2" METAL HEADER FASTENED WITH 3 1/2" METAL HEADER FASTENED WITH
3 1/2" METAL ROOF (2) - #10 SELF DRILLING GRABBER 3 1/2" METAL ROOF (2) -- #IO SELF DRILLING GRABBER
RAFTER SEE CHART TH15 SCREWS (12 INTO EACH FLANGE RAFTER SEE CHART THIS _ SGREW5 I INTO EACH FLANGE
SHEET FOR FASTENING SHEET FOR FASTENING
TO TOP PLATE 12 TO TOP PLATE
3 1/2" METAL WALL 3 3„ 3 1/2" METAL WALL
BRAGING FA51ENED WITH BRAGING FASTENED WITH 3
(2) - #10 SELF DRILLING (2) - #10 SELF DRILLING
-
GRABBER 5GREW5 (1) INTO GRABBER SGREW5 (1) INTO
EACH FLANGE — EAGH FLANGE
3 1/2" METAL LATERALj -"'�, 3 1/2" METAL LATERAL` j
BRACE FASTENED WITH i Q BRAGE FASTENED WITH
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GRABBER SGREW5 (1) I ni �i GRABBER 5GREWS (1) O
INTO EACH FLANGE I INTO EACH FLANGE:
3 1/2" METAL WALL STUD 3 1/2" METAL WALL STUD -- - -
FASTENED W/ (2) - #10 FASTENED W/ (2) - 1k10 `' U
SELF DRILLING GRABBER m SELF DRILLING GRABBER
SGREW5 (1) INTO EAGH SGREW5 (1) INTO EACH
FLANGE AT RUNNERS _
FLANGE AT RUNNERS
(24"
NOLITHIG • l l l 1 1=1i:1I I I I
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SCALE: 1/4 - 11-011 SCALE: I/4 I -O U ' "' i `' ° +,
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3 1/2" METAL HEADER 3 1/2" METAL ROOF 3 I/2" METAL ROOF �J4�� ✓ �� '�
3 I/2" METAL ROOF 3 I/2" METAL ROOF
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#10 SELF DRILLING TH15 SHEET FOR (2)-#10 SELF DRILLING #10 SELF DRILLING THIS SHEET" FOR (2)-#10 SELF DRILLING
3 i/2" METAL - GRABBER 5GREW5,0) FASTENING TO TOP 3 I/2" METAL GRABBER 5GREW5 (1) FASTENING TO TOP
TOP PLATE GRABBER SCREWS (I) TOP PLATT GRABBER SGREW5 (U
O EACH FLANGE PLATE ..____.. ATE INTO EACH -LANG
INT
INTO EACH LANCE INTO EACH FLANGE
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BRAGING FASTENED -- — - -- - - -- BRAGING FASTENED
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TYP. FLANGE TYP.
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GRABBER 5GREW5 (1) Q GRABBER SGREW5 (1)
INTO EAGH FLANGE - — O INTO EAGH FLANGE ^-
3 1/2" METAL WALL _ 3 1/2" METAL WALL
STUD FASTENED W/ (2) - �? STUD FASTENED IN (2) � ® t�Gy:'
#10 SELF DRILLING m #10 SELF DRILLING
GRABBER SGREW5 (U
GRABBER SGREW5 (1) _ �� n u' is
INTO EACH FLANGE AT INTO EACH FLANGE A I I.` ,,._ .. _ .....
RUNNERS RUNNERS �;: I i MONOLITHIC GONG. FTG \� �
24 P.T. 2x RIM 4x6 P.T. 5YP '' W/ 2-115' GOVT. (rYP)
3 1/2" METAL BOTTOM TYP. JOIST SES #2 SKID 3 I/2 METAL BOTTOM -
PLATE FASTENED WITH CHART 5/A-1 PLATE FASTENED WITH HILTI I O z 2.
5/16"(P x 4" LUNG LAG END WALL KWK BOLT MIN. 1/2" W/ 5 END WALL -! =-
SGREW AT I6 O.G. INTO INCA 1/2" EMBEDDED IN THE Id
FLOOR JOIST „ _ I, -O„ GONG. AND 1 3/4” MIN. „ _ d ( Plan NJ p0� L
SCALE: i/4 - EDGE DISTANCE AT 16" O.G.(�
Approved By -
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3 1/2" METAL HEADER 3 1/2 METALROOF 3 1/2" METAL ROOF -3112" METAL HEADER 3 1/2" METAL ROOF 3 1/2" METAL ROOF Modular Building Plans Examiner Florida Cerliticatc Si ' I
FASTENED WITH (2) - RAFTER 5EE CHART BRAGING FASTENED IN FASTENED WITH (2) - RAFTER SEE CHART BRACING FASTENED W/
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3 I/2" METAL - GRABBER 5GRE1^15 (1) FA5TENING'TO TOP 3 I/2" METAL -- GRABBER SGREW5 (1) FASTENING TO TOP c
GRABBER SGREW5 (U GRABBER SGREW (I)
TOP PLATE INTO EAGH FLANGE PLATE
INTO EACH LANCE
TOP PLATE INTO EAGH FLANGE PLA"1"E ---
INTO EAGI-I LANCE
3 1/2" METAL WALL
8'-O"
- . _..
10'-0"
6" U.G.
3 1/2" METAL WALL
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BRAGING FASTENED
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SGREW5 (1) INTO EACH
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VARIES
FLANGE
VARIES
TYP.
TYP.
3 1/2" METAL LATERAL
-
3 1/2" METAL LATERAL
-
BRACE FASTENED W/ (2)
11
41-011
BRACE FASTENED W/ (2)
- #10 SELF DRILLING
-
- #10 SELF DRILLING
-
-
GRABBER 5GREW5 (1)
GRABBER 5GREW5 (1)
o
INTO EACH FLANGE -
Q
INTO EACH FLANGE
ROOF RAPTURTO TOP
PLATE PASTONING
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7.5" O.G.
8'-O"
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10'-0"
6" U.G.
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3 1/2 METAL WALL 3 I/2 METAL WALL _
STUD FASTENED W/ (2) - O STUD FASTENED W/ (2) - Q
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X10 SELF DRILLING m HART -
#10 SELF DRILLINGEDIEW
GRABBER 5GREV15 (1) GRABBER 5GREW5 (I) SCALE: N.T.S. REV
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RUNNERSor
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_
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PLATE FASTENED WITH GHART 5/A -I PLATE FASTENED WITH HILTI . o z
5/16"(P x 4" LON6 I_A6 END A I KWK BOLT MIN. 1/2 W/ 5 � L I ADDED NOTE ABoU'r AMENDMENTS TO
SGREW AT 16" O.G. INTO 1/2 EMBEDDED IN THE Q BOTTOM OF TITLE BLOCK.
FLOOR J015T SGAI E: I/4" = I' -O" GONG. AND 1 3/4" MIN. Z SCALE: I/4" = I' -o" ADD TURNAROUND ROOF WALL FRAMING AND
EDGE DISTANCE AT 16 '0.G. UPDATE DETAIL NUMBERS AND SHEET GALL OUTS
THESE PLAIN5 SERE DE516NED IN ALCOR DANGE NI TH THE 2004 FLORIDA IDA BU I! PING CODE N PEGEMBE.R 12th, 2005 AMENUM NT5 FOR A THREE: 5EGOND 6U5T of 150 MPH.
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485-001-L
5HEET
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ADD SHEET U
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#10 SELF DRILLING
GRABBER SGREWS (1)
5GREW INTO EAGH
FLANGE
SEE GHART I/A--4
OR A-5 FOR
FA5TENING TO
TOP PLATE
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3 1/2" METAL
WALL STUD
3 1/2" METAL
BOTTOM PLATE
\� 5/16" x 4" LAG 5GREW 16 O•G,
AGRO55 51DE � END WALL5 INTO
2x6 GRO55 MEMBER5
f® SCALE. I I/2 I D
(2) -: #10 SELF
DRILLING GRABBER
5GREW5 (1) INTO EAGH
/
FLANGE 3 1/2" METAL 3 1/2" METAL
GRO55 BRAGE WALL STUD
5 1/2" METAL
ROOF (2) - #10 SELF
RAFTER DRILLIN6.61RABBER
SGREW5 (1) INTO EAGH
FLANGE
3 1/2" METAL
LATERAL BRACE
4x6 P.T. — \-- P.T. 2x FLOOR
5YP #2 JOIST SEE
SKID GHART 5/A--1
SECTION
FULL" WID"rH FLOOR J015T
(FRONT HEADER) SEE
GHART 5/A-1
#10 SELF DRILLING
GRABBER SGREW5 (1)
1 5GREW INTO EAGH
FLANGE
' 5/16" x 4" LAG 5GREW
BEl'WEEN j �� 16" O.G. ACROSS SIDE
3 PIEGE
4 END WALL5 INTO 2x6
HEADER RIM J015T
(2) - 5/16" x 4" LONG 2x HEADI
LAG SGREN THROUGH CONTINUOUS 51
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(1) 2x4 5YP #2 t�, GHAR
BOTTOM 51MP50N
H-3 OR H-5
HEADER
4x6 P.T, 5YP
#2 SKID
(5) PIECE HEADER ATTAGHED TO 5KID5
(TYP. FRONT $ REAR OF UNITS)
11111111111112-H
3 1/2" METAL
BOTTOM PLATE
3 1/2" METAL
WALL STUD
3 1/2" BOTTOM
PLATE CONT.
3/4" FLOORING I
(PLY OR
2x FLOOR J015T5
SEE GHART 5/A-1
2x BLOGKIN6 BETWEEN
5KID5 5EE GHART 5/A-1
4x6 P.T. 5YP #2
SKID BEYOND
2x4 5YP 42 FLAT
BELO!ll DOUBLED.
2X'5
3'4"
PLYWOOD
DEGKIN0
HURRIGANE GLIP5 SEE
CHART I ON SHEET A/I �— 4x6 P.T.
5YP #2
SKID
SCALE: I i/2" - I'-•0° � t ��
E5 '2" METAL BOTTOM
3 1/2" METAL WALL
PLATE ATTAGHED W/
5TUD FASTENED
HILT[ KWK BOLT MIN. 1/2"
WITH (2) - #10 SELF
W/ 5 1/2" EMBEDDED IN
DRILLING GRABBER
THE GONG. AND 1 3/4" SGREWS (1) INTO
MIN. EDGE D15TANGE AT EAGH FLANGE
16" O.G.
MONOLITHIC, GONG. FT6. "per
W/ 2-1155 CONT. (TYP.)
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16" O.G.
MONOLITHIC, GONG. FT6. "per
W/ 2-1155 CONT. (TYP.)
SECTION
5GALE: 11/2" = 1'-0"
— 3 1/2" METAL 5 1/2" METAL WALL
DOT -1"0M PLATE STUD FASTENED WITH
FASTENED WITH (2) - #10 SELF DRILLING
5/16"( x 4" LONG GRABBER SCREWS (U
LA6 SC.PEW AT 16 INTO EAGH FLANGE
O.G. INTO RIM J015r
20 GA. x 1-1/4" WIDE 5rRAP
RUN FROM ANCHOR UP WALL
51UD AND FASTENED TO THE
51UD WITH (q) - #10 5ELF
DRILLING GRABBER 5GREW5.
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FLOORING
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CITY OF SANFORD
ADDED NOTE ABOUT AML-NDMENT5 'r0
SGAL E: N.T.S. 5GALE: 1-I/2 I O SGALEt 1 1/2 = I'- o A2 BO r rOM OF TITLE BLOCK.
/! UPDA•rE DETAIL. NUMBERS AND SHEET
GALL OUTS
THE5E PLANS VIRE VE516NED IN A1GGORDANGE WITH THE 2004 FLORIDA BUILDING CODE W/ PEGEMBER 12th, 2005 AMENOMENT5 FOR A THREE 5EGOND GU5T OF 150 MPH,
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DOT -1"0M PLATE STUD FASTENED WITH
FASTENED WITH (2) - #10 SELF DRILLING
5/16"( x 4" LONG GRABBER SCREWS (U
LA6 SC.PEW AT 16 INTO EAGH FLANGE
O.G. INTO RIM J015r
20 GA. x 1-1/4" WIDE 5rRAP
RUN FROM ANCHOR UP WALL
51UD AND FASTENED TO THE
51UD WITH (q) - #10 5ELF
DRILLING GRABBER 5GREW5.
3/4"
FLOORING
(PLY OR T46)
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LANREVIEWED
CITY OF SANFORD
ADDED NOTE ABOUT AML-NDMENT5 'r0
SGAL E: N.T.S. 5GALE: 1-I/2 I O SGALEt 1 1/2 = I'- o A2 BO r rOM OF TITLE BLOCK.
/! UPDA•rE DETAIL. NUMBERS AND SHEET
GALL OUTS
THE5E PLANS VIRE VE516NED IN A1GGORDANGE WITH THE 2004 FLORIDA BUILDING CODE W/ PEGEMBER 12th, 2005 AMENOMENT5 FOR A THREE 5EGOND GU5T OF 150 MPH,
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DATE:
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W.O. NO:
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