HomeMy WebLinkAboutREVISIONOFFICE USE ONLY:
DATE FILED:
i
REVISION FEE: % S
PERMIT # / 72
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
SCANNED BUILDING & CODE REGULATION DIVISION
BY 2300 VIRGINIA AVENUE
St. Lucie County FORT PIERCE, FL 34982.5652
(772) 462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE rr
ADDRESS: ICI
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
C. PAp IF 'swvcruasL S 120irr LZA�)a
3�E6 544 In
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY: STATE:
PHONE (DAYTIME):
NAME: \Cff
ADDRESS:
CITY: P� oc�'-
PHONE (DAYTIME:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
SLCCC. 9123109
Revised 06130117 —
STATE:
ST. LUCIE CO CERT. #:
W."
FAX:
ZIP:
anj
b
Planning & Development Services
Building 8. Code Regulation Division
2300 Virginia Avenue
Fort Pierce, FL 34982
Phone:(7721462.2172 Fax:(772)462.6443
REVIEW COMMENTS
Page 1
Address: 151 Ne Naranja Ave Owner(s):
Jeffrey A Klaas / Natalie A Kiaas
City / State / Zip: Port St. Lucie, FI 34983
Parcel #: 3419-530-0191-000/8 Jurisdiction: SAINT LUCIE COUNTY
Zoning: RS-4 Lot#: Block:
APPLICATION INFORMATION
Permit Number: 1712-0677 Stories:
Permit Type: BUILDING RESIDENTIAL RENOVATION
Contractor Name:
Business Name:
Business Addr:
City / State / Zip:
REVIEWS AND COMMENTS
Review Tvoe Status
DOCUMENTS MISSING APPROVED
Comment:
FRONT COUNTER REVIEW COMPLETE
Comment:
NOTIFIED FOR PICK UP COMPLETE
�6
as
L
e ;
Karen Nielsen
Karen Nielsen
Deanna Givens
Automatic Sprinkler System? No
Fax Number:
12128/2017 5/1712018
1212812017
4/4/2018
Date Released
5/17/2018
12128/2017 1212612017
4/4/2018 4/4/2018
Comment:
PE REVIEW COMMENTS (2)
COMPLETE William Durden 4/3/2018 414/2018 4/4/2018
Comment:
PLANS EXAMINER REVIEW
COMPLETE William Durden 1/30/2018 413/2018 4/312018
Comment:
REVISIONS
INCOMPLETE William Durden 8/23/2018
Comment:
R311.7.6 LANDINGS FOR STAIRWAYS. WHERE THE STAIRWAY HAS A
8123/2018
STRAIGHT RUN, THE DEPTH IN THE DIRECTION OF TRAVEL SHALL BE NOT
LESS THAN 36 INCHES. SHOP DRAWINGS SHOW 25.75 INCHES.
Comment:
PLEASE REVISE PAGE A-3 AND A-4 TO REFLECT WHAT HAS BEEN CHANGED.
107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS.
8/23/2018
CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE
AND EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT IT WILL CONFORM TO THE
PROVISIONS OF THIS CODE AND RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS
DETERMINED BY THE BUILDING OFFICIAL.
Black shown
is 2SO steel plate
12.00 tall.
Includes 3
cross members
fully welded both
sides
Red shown Is
7&0 rung cornet
gussets place 2M
from top and
bollf Corneas
f sily tweldem not
lots
P
I.
8
Ij
- - K4-QN/S
422S0 stair mating plate
11.00 21.00 31A0 Through bolted
I I �nft7m
ng .500 hardware in
9locations
N
.Soo boNs
• • U
pto existing power
r'alr�ki�ifrnr ' tams. through
Gray shown is 2x2x.250.angle steel welded flush to top of platform hotted with .5 to support 2 layers of .750 plywood and fastened to .250 tapped hardware locations
t6
ns
Ito#et in angle steel.
floss tubes from
4.0M,00 tube
4AUSAOX2M steel tube
isaw toseg
Stair Tubes, top view
PLATFORM FRONT VIE101 FROM STAIR MATING SIDE
2.D07¢.COX250 ANG.F
C iGSea Baacket from
q dp 250 Steel M aweM
Side view
N
N � Q
Kdea Bia11CCt SS1j
top View
Gussets
TOP Mating plate
TOP Ogg plate from
250stte1.120f$t28.Di1
!r
2g4> 11M 17.002&00
0116ALED FASTENERS OR ATTACHMENTS
Base plate AREC gMCTOOA E
OF RECORD
zF-'S' t v>-r-z 0-F.
6M-OL I Z.
hf LUC1E covh.,� 7 �'L
RECEIVED
AUG 2-0 2017
Permitting Department
5t. Lucie Count,,
l/ ,-oO 7
ST. LUCIE CO , TY BL-ILDL;G DI-dISI01
REVIER ED FOR C IA E
IiEVI ,NVF B
DATE
PLANS AND P MUST RE KEPT ON JOB
OP.NCG DISPECTION WILL BE MADE•
13aseptatetrom 250saxet
28.0dxi2.C�/
1.5 14.00 26S
E PLAN DAt1PROPDSED WOFK
COflRECTI0N5
-(,,ESE OJEC ORSTHAT
.625 IS
I14spf
pEOUIflED SSARY IN ORDP v C
MAY
511 Nee Y7 TH ALT' APPNGAS E CODES.
u��.�t.
R
W-4
Existing 2nd floor walkway
Stairs up, 14 total treads plus additional step on to Platform
platform, Treads constructed from 2.00 thick oak and
measure l l.25x44.00 fastened t0 riser bracketwith4
each, 380x3.00 grade 8 blackmade bolts, nuts and
washers. Pitch on incline at 37 degrees. Tread and rise
5TF-�r STAIz SNoP ?�Aw INbS
RA,%j.1r. 615—ir-1.Z13 J.f EeWE�
A-J"p--A-F.Q ( Ur
/ $a
N 708 8
. a!
Z'
EE
IN' . HUTCHINSON P.E.
EAVE.TRC , FLORIDA 34950
P.E. # 70878
Raa;ings posts are 2.00x2.00w190aluminum with 4,00o.00 base plate space no more than 48.00Inches apart. 5/32 stainless
cable will fill in feild with 3.250 spacing between, capped with oak haindrail at 36.750 tall. Upstairs railings are lagged
with .250x4.00 screws into e)asting lam Tread mounted posts are through bolted with backing plates using ,360x4.00
stainless hardware.
Blackshown 42250 Stair mating plate
is 250 steel plate 11.00 21.00 31.00 through bolted
12.00 tau. I using .500 hardware in
Includes3 8 locations
cross members
fully welded both
sides n
3 SIHI trolls
Red s':oesar n. •
7M lang corms
gussets mace 2M • • • • Platform Isfrom sec
and u
ixttttxacomers �i SflO i n to existing power
fogy.rd t lams, through
IOU Gray shown is 2x2x.250 angle steel welded flush to top of platform bolted with.500
to support 2.layers o1.750 plywood and fastened to .250 tapped hardware in 16
holes in angle steel. locations
k
cross tubes from
4.00x8.00 tube
4AQa8,00x230 steel tube
lames"
Stair Tuba, top view
PLATFORM FRONT VIEW FROM STAIR MATING SIDE
2.QOK.007C.250 ANGLE
TYP .625HOLE
O
O
4d250
Riser Oruket from
q.00 25o steel full weld
a Side view
,ml o
Rzw Bracket
top vteaw
Base plate
Existing 2no floor walkway
K`aNs
6f1545 � 'jTAI=
5�'r_ucl� Courai7 r'L
n
PL
N�
C9 �'
3
a�
3 39.50" J,
Platform
24.750 j E
�M
rn
Gussets �� FrOrt, a r d rigrt side Of platfe- Will to wfaDred V,ith ?it2 `a
i ', ir15hii.cu e lac a! -,a rr-r are Doltec to emstinp Ism.
beam.
View from right side
lbve
p4
mating plate
Top mating plate from
250 steel. 14gttx2&DO
Q06 c 625 botG typ.
2.00 11.00 17M 26.00
Z I Base ptate'Irom .250 steel
il cross tube 2&00x12.00
IpH weld tb 14.00 2&5
En
.625
STF-EL 4iTAiz 5HoP pr&wIti365
HAUIG. 8"~.1Z-ra
A"Vp
gGNCldkt(q�Q1� IEt�Cetr.,lati%2t!`1t�.
fr
Stairs up, t4 total tread; plus from
additional.00hick on to platform
plattorm. Treads cdnstrvcteotr0m 2A0 thick oak and
measure 11.25x44M fastened to riser bracket with 4 _
eac4, ,3&N3.00 grade 8 black oxide bolts, nuts and
warners. Pitch or•. incline at 37 degrees. Tread and rise
0
a: 7.625xi1.
Railings posts are 2.0092.00x.190 aluminum with 4,00x4.00 base plate space no more than 48.00 inches apart. 5/32 stainless
cable will fill In fell¢ with 3.250 spacing between, capped with oak hainorail at 36,750 tall. Upstairs railings are lagged
vrith 25Ox4,GD screws into existing lam, Tread mounted posts are througn bolted with backing plates using .380x4.00-
stainless hardware.
,IN G. HUTCHINSON P.E.
9gtWARE AVE.
[DORM 34950
EVAI 111111///
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