HomeMy WebLinkAboutEngineering GENERAL PROJECT DESCRIPTION INDEX SHEET I OF 3
THE PROJECT CONSISTS OF THE PARTIAL REMOVAL OF THE EXISTING DECKING I OF 3 SITE PLAN
DAMAGED BY HURRICANE MATTHEW, REFURBISHMENT AND REPLACEMENT OF 2 OF 3 PLAN VIEW
THE SUBSTRUCTURE AS NEEDED, TO INCLUDE RE-INSTALLATION OF THE
EXISTING HANDRAILS AND DECK. THE PLYWOOD BACKED VINYL SIDING SKIRT 3 OF 3 ELEVATION
WILL BE REPLACED WITH PRESSURE TREATED WOOD LATTICE. A CONTINUOUS
LOAD PATH WILL BE PROVIDED FROM THE EXISTING CONCRETE SLAB USING
51MP50N ELEVATED POST BASE EPDXY SET INTO SLAB TO THE NEW 4XG
POSTS SUPPORTING THE EXISTING DECK. ALL STRINGERS AND BENTS WILL BE 1 7'-3"+-
CONNECTED TO THE POSTS 2" USING STAINLESS THRU BOLTS OR HARDWARE, I
WITH THE DECKING SECURED WITH STAINLESS STEEL DECK SCREWS.
i
REMOVE, REPLACE REPAIR IN KIND EXISTING DECK
TO SAME O ND APPROVED SETBACKS
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` s j GENERAL INFORMATION
� * PARCEL ID 4502-501-01 92-000-3
•t.:fl JURISDICTION SAINT LICIE COUNTY
LEGAL NETTLES ISLAND SECTION 2 LOT G
ONING HIRD
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BASIS
II. CODE: 2014 FLORIDA BUILDING CODE ED. 5.
SI ,CS ` P05URE C, RI5K CATEGORY 1
V (ALT) DE51GN WIND SPEED I GO MPH, OPEN
REAR
UNIFORM LIVE LOAD = +40 PSF,
ZtdG 'i DEAD = + 10 PSF, '
OINT LOAD 3001/ 'e\,
TECH.
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OWNER ENGINEER FL 43855
ST. �E 3 T•TYR 17�;4,� . T EDWARD MoINT05H ROGER BAKER
T^' A-Ti�T` 6 NETTLES BLVD STUART, FL : r. STATEOF -�/ u
�2�1IEWEiD 13t'� '^ivr 'i,IruO� tJ o _•. - i -
r,E7s JENSEN BEACH, FL 1-772-2 14-4800
M1L.Vl.; -
IDAT rbaber@mcrengmeeracom . s' ONA�'
OR NO INSPECTION WILL BE 1j"0E.
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GENERAL PROJECT DESCRIPTION INDEX SHEET I OF 3
THE PROJECT CONSISTS OF THE PARTIAL REMOVAL OF THE EXISTING DECKING I OF 3 51TE PLAN
DAMAGED BY HURRICANE MATTHEW, REFURBISHMENT AND REPLACEMENT OF 2 OF 3 PLAN VIEW CEIV, _
THE SUBSTRUCTURE AS NEEDED, TO INCLUDE RE-INSTALLATION OF THE
EXISTING HANDRAILS AND DECK. THE PLYWOOD BACKED VINYL 51DING SKIRT 3 OF 3 ELEVATION APR 21 201'
WILL BE REPLACED WITH PRESSURE TREATED WOOD LATTICE. A CONTINUOUS
LOAD PATH WILL BE PROVIDED FROM THE EXISTING CONCRETE SLAB U51NG
51MP50N ELEVATED POST BASE EPDXY SET INTO SLAB .TO THE NEW 4XG
POSTS SUPPORTING THE EXISTING DECK. ALL STRINGERS AND BENTS WILL BE 1 71-3"+-
CONNECTED TO THE POSTS z" USING STAINLESS THRU BOLTS OR HARDWARE, I
WITH THE DECKING SECURED WITH STAINLESS STEEL DECK SCREWS.
REMOVE, REPLACE � REPAIR IN KIND EXISTING DECK I� 11
TO SAME LOCATION AND APPROVED SETBACKS 12-3
PLAN I_
I" — 40' �`—
s
",. GENERAL INFORMATION
P` PARCEL ID 4502-501-01 92-000-3
� " eY JURISDICTION SAINT LICIE COUNTY
LEGAL NETTLES ISLAND SECTION 2 LOT G
f, r «: = ZONING HIRD
0 DESIGN BA515
'. 1 . CODE: 2014 FLORIDA BUILDING CODE -ED. 5
2. EXPOSURE C, RISK CATEGORY I
3. V (ALT) DE51GN WIND SPEED I GO MPH, OPEN
R ti 4. UNIFORM LIVE LOAD = +40 P5F,
� - DEAD = + 10 P5F,
POINT LOAD 300# =
OWNER ENGINEER FL 43855
ARE SUBJECT TO ANY CORRECTIONS EDWARD MGINT05H ROGER BADER
OR ®BY FI "�®6 INSPECTORS THAT
6 NETTLES BLVD STUART, FL
JENSEN BEACH, FL 1-772-2 14-4800
rbabcr mcrcn incer5com
4X4 PT P05T ON 51MP50N ELEVATED P05T BA5E SKEET 2 OF 3
EPDXY SET INTO EXISTING PATIO SLAB
PLAN VIEW DETAIL 51MP50N STAINLESS TWIST STRAP
AT EVERY BEAN JOIST CROSSING,
16
1 2 EA 4 "X 3" SCREWS PER BEAM OR J015T
SEAWALL CAP 2X8 STRINGERS OR JOISTS _
AT I G" OC I_ m
2X8 PERIMETER LEDGER I
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EXISTING HANDRAIL
O
EXI5TI NG 5TAI RWAY
AND HANDRAIL �/ I >
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EXISTING RESIDENCE w
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DSTFNERS OR ATTACHMENTS
C99
All HE�PONSINII N OF 1 H� RAB BAR EXIST GRAP BAR
+i ll A, i+f OF REM �
PER SAINT LUCIE COUNTY BLDG 2X8 BENT OR CR055 TIE
DEPT 3/1 G/2017 UNDER STRINGERS
MATERIAL SPECIFICATIONS STAIRWAY HANDRAIL 2 FASTENERS PER P05T
• 15-" X 4" LAG BOLT WITH
1. POSTS-4" PT 2.5 CCA, ON STAINLESS 51MP5ON ELEVATED PREDRILLED HOLES
P05T BASE
2. CR055 TIES -EXTENDED I" BEYOND EDGE OF EXTERIOR
LEDGERS, 2x8 5YP 40 ACQ PT ,8" 304 55 LAG BOLT OR ALL
THREAD TO P05T
3. 5TRINGER5 - BOLT STRINGER TO POST A5 CR055 TIES PROPERTY LINE - DECK TO BE REPLACED
(8"304 55), WHERE POSSIBLE ONE LAG BOLT, 2x8 5YP 40 AND REPAIRED TO PRIOR FOOTPRINT IN
ACQ PT ACCORDANCE WITH NETTLES ISLAND SETBACKS
4. DECK- INSTALL WITH#10 55 (304)SCREWS, 2 PER DECK "' V
a
/STRINGER INTERSECTION. 2XG DECK PLANK# I GRADE 40
ACQ PT. DECKING SUBSTITUTION TO MARINE GRADE lrr�1 o° 110,43H55
OWNER ENGINEER FL 43855
COMPOSITE APPROVED.
EDWARD MCINTOSH ROGER BABER ,�April
G NETTLES BLVD 5TUART, FL
JENSEN BEACH, FL I-772-2 14-4800 "`i' F o R i
rbaber@mcrenglneerscom ` -` SS'�-o "A.L I
ELEVATION ELEVATION SHEET 3 OF 3
8
VERTICAL 2X4 @ I G" OC
TO SUPPORT LATTICE IX
USE SAME FASTENER
HOLE U5ED FOR TWI5T
STRAP USING STAINLESS i
SCREW
"I[ E
2 X 4 PT BOTTOM PERIMETER
SKIRT BOLT TO P05T5
LATTICE FROM PT IX
RUNS HORIZONTAL WITH I" SPACING
EXI5TING RESIDENCE REMOVE EXISTING HANDRAIL
FOR DECK REPAIRS AND
REINSTALL WITH 5TAINLE55
FASTENERS
DECK
LAG OR
a
THRU BOLT
2X8 BENT (OR 4X4 PERIMETER LEDGER
CROSS TIE) EPDXY 5ET NOT SHOWN
EXISTING PATIO SLAB TWIST STRAP ELEVATED 2X8 PT STRINGER
POST BASE (OR JOIST)
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PER SAINT LUCIE COUNTY BLDG DEPT 3/16/2017 FASTENERS AND ATTACHMENTS �M:
1 . P05T BASE 51MP50N ABU 44 OWNER ENGINEER FL 43855 �� ' $No ,f `
2. TW15T 5TRAP5 51MP50N LT512 '' y
3. FASTENER SIMPSON SD 10 I 112 # 10 X I-I/2" EDWARD McINT05H ROGER SABER ��5'� sl`20r�7� z ``
G NETTLES BLVD 5TUART, FL GF -_-;-
JEN5EN BEACH, FL 1-772-214-4800 ce✓ �Fs��'o��ro��G.;,�
rbaber@mcrencgmeer5com
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