HomeMy WebLinkAboutRevisions; Building PlansOFFICE USE ONLY:
DATE FILED:
REVISION FEE:
Pcrr4&;k SLC 1701-6192
1VeCA 4. Qemove- 411
EA&4r-�-• ,7bsf 4or Sfd49e.
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LOCATION/SITE
ADDRESS:
PERMIT # 17
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553 APPLICATION FOR BUILDING PERM%RY
PROJECT INFORMATION
DETAILED DESCRIPTION OF PROJECT
n�cncrnwc. ,
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY-
STATE:
PHONE (DAYTIME):
OWNERBVILDER INFORMATION:
0
CITY: ?1.
PHONE (DA
95Y - yYS- o7zS LPG
ARCEEITECT/ENGINEER INFORMATION:
NAME:
ADDRESS.
CITY: _
PHONE (Dj
PE#5.2o1/6
SLCCC: 923109
Revised 06130117
SION
ST. LUCIE CO CERT. #:
FRO
F4 ZIP: 3y9 Sx
AX:
FILE COPY
_
ROOF SHEATHING NAILING SCHRULE ( 5/8" CDX. WITH 8d RING SHANK GALV.)
( DO NOT USE MECHANICAL!
DEVICE )
` Tr
ROOFNOTES
0
A. PROVIDE 2x4 BLOCKING
AT ALL RIDGE, HIP LINES & VALLEYS
..All
` 5. TYP. ROOF PITCH
TO BE 4: 12
RISK CATT.II
W/ 3-8d NAILS FROM
EA SIDE
EXPOSURE C
ROOF SHEATHING NALLING
ClWITH 1 Od RING SHANK GALV.
SCHEDULE 5 8 I
( / )
CONTRACTOR TO SUBMIT
SHOP DWGS. GRAVITY & UPLIFT LOADS TO ENGINEER
THE STRUCTUR)�ITEM FOR
THE BUILDING HAS BEEN DESIGNED IN
B. NAIL PLYWD. WITH 8d
i WCLE
NAILS ® 6' O.C. THROUGH OUT AND A�'46
FOR APPROVAL BEFORE
FABRICATION OF TRUSSES.
E WITH T
AC ORDANCRDANCING
E 5 TH EDITION 2017 FLORIDA BUILDING CODE
2017 CODES
ENDS PROVIDE 2x4
BLOCKING FOR FIRST FOUR FEET AT THE
SUPE
IMPOSED LOADING HAVE BEE' N UTILIZED.
FLORIDA BUILDING CODE 2014
RESIDENTIAL, PLYWD: EDGES W/ 10
d NAILS AT 4 O.C.
ALL FLASHING TO BE
IUNLESS OTHERWISE CHANGED
ROOF
LOCAL- CODES AND
BY OWNER
LIVE I r)Ane
GOVERNING REGULATONS,
C. PROVIDE 2X4 CONT BOTT. CHORD BRACING
® 8'-0" O.C. MAX WITH
PLYWOOD NAILING SCHEDULE:
WITHIN 5'-0" OF ROOF EDGE 10 D
HOT DIPPED GALV. NAILS ®"4" O.C.
10 D HOT DIPPED GALVS RING SHANK NAILS ® 6"
ALL SHEATHING SHALL BE GLUED TO
TRUSSES W/
CONSTRUCTION_ AnHESI VF
3. OMIT
DEAD LOAD: 25 PSFI
ACI 318-02
2-16d NAILS AT
PANEL POINT . BRACING
SHALL BE RESTRAINED
AT EACH
$
DONT USE 33% STRESS
INCREASES
TRUSSES
FOR ROOF TRU
ACI 421.1-R92
END AND AT 20' t0" INTERVALS
A.I.S.C. NINTH EDITION
TYP. ROOFING TO BE A METAL OR ASPHALT SHINGLES ROOF.
WIND LOAD 170 MPH
AS PER ASCE
7_ 10
N.D.S. 2001
D. ALL NAILS MUST BE
I RING SHANK GALV. ALL WOOD CONNECTORS
MUST BE HOT DIP
GALVANIZED.
ASCE 7-02
E. 1X6 CYPRESS T&GWITH
3-10d NAILS AT ALL
o'
CONTACT POINTS
f = FILLED WITH GROUT / U =UNFILLED
o'
QUANTITY OF #5 REBAR AT
r BOTTOM OF LI TEL CAVITY
N
n
I
a
NOMINAL WIDTH),.
NOMINAL HEIGHT)
NEW ASPHALT SHINGLES TO MATCH EXIST
J =
• ��
ON 1 LAYER OF 30 # FELT TIN CAPPED
� x
GROUT
TO V CDX PLYWD SHEATHING NAIL PLYWD
w/
Z
5 REBAR AT BOTTOM
8d RING SHANK NAILS ® 6' O.C. FIELD 4"
iZ
• •
OF UNTEL CAVITY
AT SEAM
Simpson Strong -Tie
r' ro
BOTTOM REINFORCING
PROVIDED IN LINTEL
ENDS PROVIDE 2x4 BLOCKING FOR FIRST
MTSM
(VARIES)
FOUR FEET AT THE
-5/8" ACTUA
8" NOMINAL WD
MINIMUN
LINTEL
RP
R
M
O
Cdam-
-
ik
F
go
WwN
N
s
I 40
e
�
W
z
x
�
k
� 4Ha
W
K
PLYWD. EDGES W/ 8 d NAILS AT 4" O.C.
12 1# 5 BOTTOM w M
12 D TRUSSES AT 24 4
SIMPSON HTSM 16 EA TRUSS 4 C/C. PROVIDE SHOP
SIMPSON HTSM 16 EA TRUSS
NGS FOR APIPROVAL
DOWEL #5 BAR 6"
BEAM AND FILL W/
GLUE ® 48" O.C.
DRAWI
OR
R
O
0
I
0
INTO
HIGH
^,i..
s.
8" x 8" PRECAST C
W/
2 #6 = .125 SQ..IN
PER R609.2.2A-1 C
BLDG WIDTH 24'x 5
150MPH WIND( 2#5
30 LONG AT ALL I
DOWEL #I
BEAM AN
GLUE ® •
8"x16
W/ SCR
LOCATIC
#5 IN
® 48„
NEW CONC BLOCK
EXIST
Y
XIST
STRENG
sk
01
-N
TO FABRICATION
Affr
GRAVITY
UPLIFT
LINTEL
SPECIFICATION
LENGTH
ALLOWED
APPLIED
ALLOWED
APPLIED
8F1B1T
OI
15'-4"
1250
275
485
215
8F16B1T
00
DOWEL 5 BAR 6" INTO EXIST CONC SLAB, a "
# �a
_
L.—--—----- ----- _.-.- --
I Q�il
4'
'THICK CONC SL
6" INTO NEW SLAB AND ��
F.C.
tot I
N
w
x 6 W.W.M. DOUBLED
FILL W/ HIGH STRENGTH EPDXY a
-
11 D
GLUE ® 48"'O.C.
2580 E
- -
- - - - - - - - - - - - - - - - - - -
--------- --
_ .IRDER TRU
--
FTG.
EXIST FTG.
E.
THI
KEN SLAB EDGE 8"
W/
2 #5 CONT.
\/\\/\\\
C. I F.Cl. F. I C.
\/\\/\\/\\/\ \/\\/\\/\\/\\/\\ /\\/\\ I I I I o
NOTE y
ALL EXIST TRUSSES ARE TO BE 394 #REMOVED
7
SIMPSON HTSM 16 1,110 #\aLl11 N r; Rik
SECTION B N .5
SECTION " A �, �� �� ROOF FRAMING PLAN � W� W
_ SCALE 3/4"=1'-0" _... A E�
SC,4 LE 314"=1'-0 -
APR 2$ 2020 ,,iiiin�`'\
Perri ins, Department
St. l Countv. FL
4.2 All underlayments shall be fastened with min-
imum 12 ga.. x 11/4 in. corrosion resistant
annular ring shank roofing nails fastened'
trough minimum 32 ga. x 15/8 in. diameter tin
caps. Maximum fastener spacing shall be 6
lit, o.c. at the taps with two additional rows in.
the field at a maximum spacing of 12 in. o.c.
Nails shall be of sufficient length to penetrate
through the slieathing or wood plank a mini -
MUM of 3116 in. or penetrate 1 in. or greater
thickness of lumber a minimum of I in,
except where architectural appearance is to be:
preserved, in which case a minimum of 1/4 im
_ nail may be used..
OR Al1.A
cam,
I �
He�aee
Oumw�Dx+orvar tw NwiveYem[an
ASPHALT SHINGLES ARE TO BE
ATTACHED W/ SIX APPROVED ROOF
NAILS ( 12 GA. x 1 Y4" CORROSION
RESISTANT ANNULAR RING SHANK
ROOFING NAILS ) OR APPROVED
FASTENING DEVICES WHICH PENETRATE
THROUGH THE SHEATHING OR WOOD
PLANK A MIN OF �Xs" OR PENETRATE A
1" OR GREATER THICKNESS OF LUMBER
A MIN OF 1" EXCEPT WHERE
ARCHITECTURAL APPEARANCE IS TO BE
PRESERVED, IN WHICH CASE A MIN OF
3/4" NAIL MAY BE USED
ASPHALT SHINGLES
am
I
1
14'-0" ABOVE FIN SLAB
.,, ,
XIST. TYP BOND BEAM
1.
'' 15'pC } BUCKS A$tD METAL STRiaiPWW '.P r W m i'M
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I aus* seAlyi�rm�v Lws memo si o s,�E� i
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8" x 8" CONIC LINTEL
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f'6nlCAL
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2"EDGE DISTANCE
'^» »»`
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. •�
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