HomeMy WebLinkAboutREVISION 7-6-181
a
a
OFFICE USE ONLY:
DATE FILED: Q. I 0
REVISION FEE: -V'I5 B D
PERMIT # / 71; ' V 5-3
RECEIPT # 1 VA-0 Is It o
SCANNED
PLANNING & DEVELOPMENT SERVICES By
BUILDING & CODE REGULATION DIVISION (Nor Q
2300 VIRGINIA AVENUE T L�PI_l� --
FORT PIERCE, FL 34982-5652
(772) 462-1553 JUL 0 6 2018
APPLICATION FOR BUILDING PERMIT REVISIONS ST. Lucia c_914r7ty,permitting
PROJECT INFORMATION ---
LOCATION/SITE
ADDRESS: y _
7
DETAILED DESCRIPTION OF PROJECT
REVISIONS:jf'I /joJ"p //►
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #:%����
BUSINESS NAME: 7`1CA2 Pl`}TH Qr)s--lf0CP0p
QUALIFIERS NAME: )LL Ih c jC S
ADDRESS:
CITY: _ �ec t STATE: }r� ZIP: 7 ,
PHONE (DAYTIME), Q/ l L.�j"�) FAX:
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIME: FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME: Aod`�r",`'+G In e-
ADDRESS: 64^6 beie.,cicee 4ya-
CITY: A1/� 121A:-e-0 STATE: FC— ZIP: 3 j�
PHONE (DAYTIME): 771 l -- 775-1 FAX:
SLCCC: 9123109 AM A*k
Revised 06130/17
10 V (im
ILE
I zv 1240
10
M�
3wz/0 C.
IN ►1/7.`C ,
Z� GA tr yr f
2G�I�4
I O/ZA 0
PRODUCT REVIEW ..,.�....��,..M.�� - �...�..w
PRODUCT
OPENING DESIGN
(PRODUCT
MANUFACTURER
MODEL#
APPROVAL#
GLASS
ATTACHMENT METHOD
PRESSURES (WORST
(DESIGN
TYPE
CASE)
PRESSURES
METAL
ALL OTHER
BUILDING
COMPONENTS ARE PRE -
ENGINEERED
3e"-14 X 1"SELF DRILLING SCREW @ 12" O.C.
GARAGE
28.3
41
JANUS
SERIES 3100
FL#
IMPACT
DOOR
INTERNATIONAL
12765.3
CORP.
(8) 3/8" -16 X 6: STEEL CARRIAGE BOLTS
DOOR
-45.08
-90
DAYBAR INDUSTRIES
LS-18 3070
FL#
IMPACT
15454.1
HANGER
PRE- ENGINEERED PER
POWER LIFT
POWER LIFT
Y" X 3" FILLET WELDS @ 48" MAX. O.C., WITH A 3" MIN.
DOOR
RE[ PROJECT#R17-11-
5DX16
EMBEDMENT AND 6" DISTANCE TO EDGE
287, REGISTER #59092,
HYDRAULIC
CERT. OF
DOOR
AUTHORIZATION #9090
Zc+oa THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW AND APPROVAL FOR USE OF PRODUCTS LISTED FOR THIS STRUCTURE. THE ACCEPTANCE OF THESE
F"L PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S
CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS. ,a
d
UT"L- -flu-
C3) 4F
1 CX_cT-r2!cC ^C- -te--:;?E
�e-
CA UJON_
--,fy.,CTRLCALOA
2887 SQ. FEET fariJer RESIDENCE
3 VA 8661 VA i
36 Q. FEET
��10 VA l
3 20 AMP APPLIANCE CIRCUITS
4500 VA
2 REFRIGERATOR
1200 VA
1 RANGE
12000 VA
1 DISHWASHER
3000 VA
1 WASHING MACHINE
1500 VA
1 DRYER
5000 VA
2 WATER HEATER
9000 VA
1 GRINDER
3000 VA
1 WELDER / AIR COMPRESSOR
24000 VA
TOTAL
88061 VA
FIRST 10 KVA@ 100%
10000 VA
REMAINDER @ 40%
31224 VA
AC J HEAT EXISTING
12000 VA
AC / HEAT NEW
6000 VA
TOTAL
59224 VA
59224
247 AMPS
240
USE NEW CAMP SERVICE
PROVIDE ARC FAULT AND TAMPER
PROOF RECEPTACLES THROUGHOUT
METAL ROOF
GUTTER AND 'DOWN
SPOUT SYSTEM
METAL SIDING
PRE-ENGINEERED -
STEEL STRUCTURE
8' PURLINS --- -
6' WHITE VINYL FACED
BLANKET INSULATION
-1 SEE SLAB SCHEDULE
C
4-1
,
I
F
TYPICAL WALL SECTION
SCALE 1 1/2' a 1'-0'
FBI
FOUNDATION SCHEDULE
FOUNDATION DESIGN IS BASED UPON METAL REACTIONS BY
UNITED STRUCTURES OF AMERICA JOB # 50022 DATED 10/27/17
WITH AN ASSUMED SOIL BEARING CAPACITY OF 2000 PSF.
S-1 4" (2500 PSI ) POURED CONCRETE SLAB WITH FIBERMESH
REINFORCING OM CLEAN COMPACTED TREATED FILL.
F-1 12" DEEP X 16" WIDE MONLTIHIC FOOTING WITH 2 # 5
BARS CONTINUOUS. 1---'� -"
F-JA 24" DEEP X 16"WIDE MONLTIHIC FOOTING WITH 4 # 5
BARS CONTINUOUS AND # 3 TIES AT 24"O.C.
F-2 12" DEEP X 16" WIDE TIE ROD FOOTING WITH 2 # 5 BARS
HOOKED AROUND MAIN FRAME ANCHOR BOLTS.
F-3 5'-4" SQUARE X 2'-0" DEEP PAD FOOTING WITH # 5 BARS
AT 6" O.C. EACH WAY BOTTOM AND # 5 BARS @ 12" O.C.
EACH WAY TOP.
F-4 6'-8" SQUARE X T-0" DEEP PAD FOOTING WITH # 5 BARS
AT 6" O.C. EACH WAY BOTTOM AND # 5 BARS @ 12" O.C.
EACH WAY TOP.
F-5 8'-0" SQUARE X 2'-0" DEEP PAD FOOTING WITH # 5 BARS
AT 6" O.C. EACH WAY BOTTOM AND # 5 BARS @ 12" O.C.
EACH WAY TOP.
F-6 10'-4" SQUARE X 2'-0" DEEP PAD FOOTING WITH # 5 BARS
AT 6" O.C. EACH WAY BOTTOM AND # 5 BARS @ 12" O.C.
EACH WAY TOP.
NOTE_
ANCHOR BOLTS SHALL BE A MINUMUM OF 22" LONG AND HOOKED
AND TIED TO BOTTOM MAT OF STEEL.
NTS
! MEraL
I !i it
� I
L —r P6- (o
rI
ELECTRICAL PANEL "A" MAINS: 0 MI O X MAIN BR ,
TYPE: SQ. •'D" OR riF BUS RATING1di6A-
MOUNTING: O RECESS XSURPACE VOLTAGE: � f- t'�LM61 I-
areIlm
FINISH �"----4__C,
GRADE
1 I
�®r 0q
1%g k
Certification fQr 02laan load Comafianc&
1, DESIGN CODE: Florida lv�r3ilk k code 2014 Edition w/20____ supplements using ASCE 7-10
2. Structure Design is: Enclosed Partially Enclosed —Open Building
3. Risk Category. ___-I 'JC II III IV Exposure Category: 8 KC D Adjustment coefficient b l
4. Design Win elocity 15 mph ASD LRFD End Zone Width I c ft.
S. Mean Roof Heig t: oaf Pitch: I :12 Par
6. Components & Cladding Design Pressure use PSF, aced on Actu q. ft. @ MRH(worst case))
Zone 1; - lZone 2: - � 1 Zone 3: - IueZ/�lon -AS+ one 5: JA/A G age: ZA, to
?. Design Loads: Floor: PSF Roof/Dead: PSF oaf /LivePSF Balcony: PSF
Dock: PSF Deck: PSF Stairs: PSF Fence: PSF Railing: PSF
I 8. Were Shear Walls Considered for Structure? X Yes —Not applicable Explain Why Not:
I 9. Is A Continuous Load Path provided? �-' Yes_ Not applicable Explain Why Not:
*; Design Soil Bearing Pressure:2000 PSF
I Soil baring Test required Yes _Na (based upon section 1803.2 exception)
'le
IFf�-C>k)A - IF C_e- %JAzvi®N
GQ, _0
��. C) i I
Zo - o' 20 � a"t
�-T
!r 4 F Cv F
I V Tom'
w G C �,
3u o T' ehP�GP
OT r'
------------------------
r0 �
0 �
c�>�2
t
k9
-H _ -
C CAI $
�PtuF> e vT For
�Gt<✓kt4 � G��• GFi � fl G1r� �Q
SCAIANLL. C
BY
ST LUCIE COUNTY
�
ARCHITECT
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
WWW.ARCHITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2017
PROJECT
BUSBY
H A
ANGAR
ST. LUCIE COUNTY, FLORIDA
CLIENT
CONSULTANTS
t PI y
�P+; THI; (�kle AIM lit' uF �
I HES' PLANS At-, ' A, L PRCP tnrA r ^ s
+u ltm t .t :.r t, JRK
ARE 530JECT TO ANY CORFeCT;O"IS
REQUIRED BY FIELD INSPEC T DRia THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WIT11H ALL AppwCA.SLE ODES.
REGISTRATION
ofF L' �f''!O
AT. .Q
MICHAEL J. SEAL, AIA
AR96898
REVISIONS
NO.
DATE
REVISION
t
ZIIZ 1k
ry-,015
3
� / z %rg
rP�t~r1rs1
KEY PLAN 1Z 0ST.
1XC-7
R FVTFti� P-FOR COhPE..- .fit
rtr .►.�''sE �'T► ,R '
DATE 7! r¢+
i.A rs a� D PEP-*'11T TUTS 1 KEPT oN 10"
OR NO LNSPECTi®V WILL _SLk1IVFt
SHEET TITLE / SHEET NUMBER
PROJECT NUMBER pt
DATE IZ� j�17 Zl7 I
fetm I i-