HomeMy WebLinkAbout2588 Vineyard CirC
A ��I
CITY OF SANFORD
UILDING & FIRE PREVENTION
y FERMIT APPLICATION
Application No: �-� Documented Construction Value: $
Job Address: �nnJ p �i 'y�'n p t,q�z1"c� �i rCl P—' Historic District: Yes ❑ No
Parcel ID: �)Z WC)o _0 0 Zoning:
Description of Work: F_Y tcA /0'_
Plan .Review Contact Person ���� Title: ��YiYI[
Phone: rax ��315-961 E-mail: %L(c7
Property Owner Information dr hor tiorA ' C_om
Name-- t fitJ�l I rZC Phone: A' $5C� 5 ZOO
Street: 5250 T.CQ)Lie � 9.00 Resident of property?
City, State Zip: 0av-Noo Jn ZZ
c Contractor Information
Name S1e1_1`0
�Phone:
Fax:Street: Phone:
City, State Zip: Or ka-n U - �� �-� State License No.: C C 5 Z21 Z
Architect/Engineer Information
Name:is • +��5 Yl C-lY l7ta . I nC _ Phone: �`il�� • 1�� - 1 ���
Street: i LAI (1 �LMCL 1LCQ1nUA Fax: �1 �l -T1L 1. L�tJ^lg
City, St, Zip: _A50 E-mail:
n
Bonding Company: n I o'_ Mortgage Lender:
Address: Y/(�
3,1' p J -'
p�U
(D, %
Address:
PERMIT INFORMATION
Building Permit
,Square Footage:
� J Construction Type: yr - No. of Stories:
No. of Dwelling Units: I Flood Zone:
Electrical ❑
New Service — No. of AMPS:
Mechanical ❑ (Duct layout required for ri w systems)
Plumbing ❑
New Construction - No. of Fixtures:
:Fire Sprinkler/Alarm ❑ No. of heads-,
FUQ" � PPLAN
I F—
I
LOCATION OF
OPTIONAL COVERED PA -TIO
I I
I I
I I
I
I I
I
GE
P
P
P
P
P1
14-0
U1J HUNAL WVERED IDA -1-10
BEAMS TOP @ 8'--8" BY 0 -(HERS —I
r.Li Lu 111 rsa rxA cn Grl �zl ELI bn ft) w -._-_.__ Lx LLUULH (a? 1OP
w w Li_I LLJ w w w w w w Lr.l w AND BOT CHORD BY W iERS
2' 2' 2'
ii ii ii ii ri n -LIJ-11(
ii ni it ii ii
II II II II II II ri rr ri it r-,
II II II II II II II III II II II II II II II II
II II II I II III II II II II II II II _�II
I_. _i_h _� I I_I
�i �- it ----
-u u �I iii I I
u u u u u u u
I I n
---- —J-
2x LEDGER @ TOP 2' - 2'� < 2' 2' 2' 2' 2. 2'
^AND BOT CI-IORD BY OTHERS
I-
_ I
2.x LEDGER 0 TOP rr)
AND BOT CHORD BY OTHERS
u II
1 "1 f3 A_--_`'
ELEV -- A LOWER ROOF'
ELEV --- F'3 or C LOWER ROOF
C�
CD
C1'
40-0
r rr) oo f - '- r� c
CV
; a --D <t `f _-r ,r —
e
HANGERS TO
(Simpson) or
- I—
OI-JUS26
O
-
I-JUS26
(0
HGUS26----2
C,J
cV
THDH26--2
..z
I I
HGUS28-2
@
TI -01128-2
O
1-11-I U S 4 6
1-I
:: z
II'D
K
SUR/L26-2
0
S026R/L- 2
U1J HUNAL WVERED IDA -1-10
BEAMS TOP @ 8'--8" BY 0 -(HERS —I
r.Li Lu 111 rsa rxA cn Grl �zl ELI bn ft) w -._-_.__ Lx LLUULH (a? 1OP
w w Li_I LLJ w w w w w w Lr.l w AND BOT CHORD BY W iERS
2' 2' 2'
ii ii ii ii ri n -LIJ-11(
ii ni it ii ii
II II II II II II ri rr ri it r-,
II II II II II II II III II II II II II II II II
II II II I II III II II II II II II II _�II
I_. _i_h _� I I_I
�i �- it ----
-u u �I iii I I
u u u u u u u
I I n
---- —J-
2x LEDGER @ TOP 2' - 2'� < 2' 2' 2' 2' 2. 2'
^AND BOT CI-IORD BY OTHERS
I-
_ I
2.x LEDGER 0 TOP rr)
AND BOT CHORD BY OTHERS
u II
1 "1 f3 A_--_`'
ELEV -- A LOWER ROOF'
ELEV --- F'3 or C LOWER ROOF
C�
CD
C1'
40-0
r rr) oo f - '- r� c
CV
; a --D <t `f _-r ,r —
e
HANGERS TO
(Simpson) or
E3E USED
(Usp)
OI-JUS26
O
-
I-JUS26
(0
HGUS26----2
(
THDH26--2
(D
HGUS28-2
@
TI -01128-2
O
1-11-I U S 4 6
1-I
TI --I D d- 6
K
SUR/L26-2
0
S026R/L- 2
PERMIT # /-A,4/Z
ALL WALLS SHOWII %I T1 IIS LAYOU r
ARE "r0 BE LOAD BEARING
LOWER LEVEL
UPPER ROOF
TRUSS DEAMIG 1-1EIGHT SCHEDULE
APPROVED TRUSS ANCHOR BY BUILDER
2x4 MINIMUM 'FOP and BO H M CHORDS
PLUMB CUT OVERHANG
STANDARD HEEL IT
40 POUND LOADING
UNLESS NOTED
OTHERMSE
TYPICAL TRUSS END DETAIL
USE APPROVED TRUSS ANCHOR BY BUILDER
55 POUND LOADING... 1,10 INCREASE ALLOWED
4 -
TOP & BOT CHORD
RIBBON BY BLDR
FLOOR TPUS ' END DETAIL
N O'N'E :
YOUR SIGNATURE WILL ACKNOWLEDGE:
1) AU N IORIZATION FOR FADRICATION.
2.) VERIFICATION OF ALL DIMENSIONS, COMMONS.
AND TRUSSES. 1RUSSES WILL 13E MADE IN
STRICT ACCORDANCE NII( TIIIS PLACEMENT PLAN.
3) RECEIPT AILD USE OF "III0-91 Sulnrn(ry Sheet
COMMEN FARY arid RECOMMENDATIONS for I IAFIDLING,
INSTALLING & BRACIfJG METAL PLANE CONNECTED
WOOD TRUSSES" (IPI).
4) NO BACK CHARGES OR CRANE CHARGES OF ANY
KIND WILL BE ACCEPTED UNLESS SPECIFICALLY
AUTHORIZED IN WRIIIITG BY TRUSS PLANT MNGMT.
SIGNED
TI ILE
DATE
All spacing is 24" U.C., except as noted.
All walls shown are bearing, except as noted.
All valleys calculated with slleuthing under.
Number of girder plies to be determined by engineering.
DO NOT CUT OR ALTER 1RUSSES who AUIHORIZA110H FRUhA THIS OFFICE.
Labeling trusses is a service, not a requirement. Engineered
drawings supercede labeling of trusses. It is the responsibility
of the builder to utilize engineered drawings when erecting trusses.
-WARNING
ERECTION BRACING IS nor THE RESPOtISIBIUrY OF TRUSS DESIGNER, PLANE MANUFACTURER,
NOR TRUSS FABRICATOR. PERSONS ERECTING rRUSSES ARE CAUTIONED TO SEEK
PROFESSIONAL- ADVICE REGARDING ERECIIUN URACING WIIICII IS ALWAYS REQUIRED 10
PREVENT 1OPPUNG AND DQMINOING DURING ERECNON; AND PERMANENT DRACIIIG WHICH
MAY HE REQUIRED IN SPECIFIC APPUCA➢ONS. SEE '1110-91 Surnrnary Street COMMENTARY
and RECOMMENDATRNIS for HANDLING, INSIAHJNG do BRACIIIG METAL PLATE CONNECTED
WOOD TRUSSES' (m), TRUSSES ARE TO BE ERECTED AND FASTENED IN A SIRAJ0711 Alto
PLUMB POSIIION WITERF. NO SHEATHING IS APPUFD DIRECTLY 10 HIE IOP CHORD;; IHEY
SHALT. BE BRACED AS SPECIFIED UN IIIE TRUSS DESIGN.
TRUSSES SHALL BE HANULED W1TT1 REASONABLE. CARE DURIIIG FRECHUN 10 PREVENT
DAMAGE.
TRUSS COMPANY SUPPLIES ONLY TRUSS 10 TRUSS CONNEC11ONS.
F -i TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS IIARMARE
CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS, FOR ALL
REACIIONS GREATER IIIAN 5000 POUNDS, OR SKEWED, NO
HANGER IS SUPPLIED,
CON IRAC f OR SHOULD CIIECK ALL REACTIONS FOR PROPER CONNEC (IONS.
ASCE7--05 POND and MAVIIY CRIIEMA —
Exposure Category : D Bldg Category : 2 Wind Design Velocity :1 O MPH
Imp. Factor : 1.00 Wind 1.0ad Duration Factor : 1.33 Meun Roof Height : 2 - ft.
SiWfierr W. Warte( Strutt Eng F51395 2590 N. KIN,s maim-( F1. PIERCE, FL 31951 (772) f5-1-1160
i
Trusses shown on this layout are a Component putt 0 _
>>11i a I s l Af f'a of the building arid show truss location. N -- �—
VV.1(�x `✓ Proper erection, temporary arid permanent bracing design -
��<<i E N,� '��%�"� are the responsibility of the building designer or his engineer. �Q[�r['[I> SOUTHERN TRUSS (772) '16h-416
t; °.• �C Lateral bracing shown on the individual truss drawings _ �' COMPANIES,
must be laced during the erection procedure.
C�M.I �N�L% INC.
No 4395 � p ny P �
Z, ,k :° _ ' 2590 N. Kings Highway Fort Pierce, FI 34951
CUSIOhIER:-------
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SUBDIVISION: V\'J <A N-NcE-- ; '517,4E))=11-01- o�/I I/� I � F::-- r 11 2498