HomeMy WebLinkAboutEXTERIOR WALL REPLACEMENTSALEM
E, PAU
IMPROVEMENTS
SCOPE OF WORK
1., ADJUST STAIR ELEVATION TO
CREATE UNIFORM TREAD HEIGHT
2. REINFORCE PVC LATTICE WITH
WOOD FRAMING
SIRUMBALMULOLUBIL
OF THE 2017 FLORIDA BUILDING CODE 6TH EDITION
THE DESIGN COMPLIES WITH THE REQUIREMENTS
WIND LOAD
FBC 2017 & CHAPTERS 1, 2, 26. & 28 OF ASCE 7-10
WIND VELOCITY
170 MPH ULTIMATE WIND SPEED
EXPOSURE
"D"
LOAD CCP?BINATIONS
ASCE 7-10 CHAPTER 2.4: DLOLL; DL+0.61WIL; ZL0 0.6WL
INTERNAL PRESSURE. COEFFICIENT
+/-O.00 PER. TABLE 26AI-I
ENCLOSURE CLA55IFICATION
OPEN
RISK CATEGORY IT
RIGID ?MIN FIVE
MAXIMUM PRESSURE (HORIZONTAL)
+30/-30 PST
MAXIMUM PRESSURE (VERTICAL)
-36 ESE
DOCK. LOAD (DEAD)
10 ESE
DOCK LOAD (LIVE)
100 ESE
L. EXISTING STRUCTURE AND RAILING MEET ALL. CODES AND STANDARDS LISTED ABOVE.
2, ALL FRAMING MEMBERS 'TO BE PRESSURE TREATED
3. ALL FOAMING MEMBERS TO BE GRADE 2 OR BETTER
4. ALL HARDWARE SHALL, BE HOT DIPPED GALVANIZED OR STAINLESS STEEL.
EXISTING DECK
NOTES:
1. 4X4
POSTS ATTACHED TU CONCRETE FOOTING WITH SIMPSON P644 USING
12X-16D .FASTENERS
2. 2X8
BEAMS ATTACHED TO 4X4 POST WITH 2X-1/2" CARRIAGE BOLTS WITH
NUTS AND WASHERS
3. 2X8
LEDGER BEAM ATTACHED TO CONCRETE FOUNDAADN UST NO 1/4"X3.S"
LONG TAPCDNS 2 24" ON CENTER
4. 2X8
JOISTS ATTACHED TO BEAM AND LEDGER WITH SIMPSON LTS12 USING
12X-3.3U FASTENERS
S. 2X6
DECK BOARDS ATTACHED TO EACH .JOIST USING 2X-2.5" LONG DECK
SCREWS
6. RAILING
POST ATTACHED "TO DECK pill"H 4X 3/8' LAC; BOLT
7. RAILING
PICKETS SPACED W11"H 4" GAP IHROUGHO1J1
t I
2X6 REAR LATTICE SUPPORT @ MAXIMUM 48 ON CENTER,
ATTACHED TO DECK FRAIMING WIT' 3x 2.5 SS DECK SCREWS
ATTACHED T,7 2X6 FRONT LATTICE SUPPORT N;ITH 2x-2.5" SS DECK SCREWS @, :i ON CENTER.
2X6 FRONT LATTICE SUPPORT z MAXIMUM 48" ON CENTER,
ATTACHED TO CONCRETE SLAB WITH 2x 3.1"X1/4" TAPCON
''U STING DECK,
TO REMAIN
PVC PIESH LATTICE,
ATTACHED TO DECK FRAMING WITH .x-2.5 S" SCREWS (4 if,"' ON CENTER
ATTACHED 10 CONITNUOUS DECK FRA6SNC WI1H 1x 2.5" US SCREWS W 16" ON CENTER
PVC LATTICE COVER PLATE
ATTACHED TO DECK FRAMING 'WTTH 2x-2 5 SS SCREWS
ATTACHED '1'0 2X6 FRONT LATTICE SUPPORT W1'1'H 2x-2.5" SS DECK SCREWS (4 16" ON CENTER
2XF CONTINUOUS LATTICE SUPPORT,
ATTACHED TO 2X6 FRONT LAT11CL SUPPORT '%f.H 3x+2 5 4S DECK SCREWS ...
EXISTING LEVELING PAD,
TO REMAIN
2X6 REAR LATTICE SUPPORT: @ MA> 14EN1 48" ON CENTER,
ATTACHED TO DECK FRAMING WITH -> 2.5 SS DECK SCREWS
ATTACHED TO 2X6 FRONT LATTICE SUPPORT WITH 2x 1.S SS DECK SCREWS 0 1.6' ON CENTER
2X6 FRONT LATTICE SUPPORT @ MAXIMIPM 48" ON CENTER,
.ATTACHED TO STEEL TUBE WITH 2x-2.5XC/4' SHEET METAL SCREWS
LATTICE BRAG
:BCALE; 1
EXISTING DICK,
TO REMAIN
P'JC MESH LATTICE,
ATTACHED TO DECK FRAMING WITH Cx 2.5 SS SCREWS N 16' ON CENTER
ATTACHED 10 CON'1'TNi,OUS DECK. F'RAMINC WITH Ix-2.5 EW$ SS SCR @ 16" ON CENTER
PVC LATTICE COVER PLATE
ATTACHED TO DECK FRAMING WITH 2x-2.5" SS SCREWS
ATTACHED 10 2X6 FROND LATTICE SUPPORT WITH 2x.2.5" SS DECK SCREWS 4 16 ON CENTER
1015.3 HEIGHT.
II REQUIRED GUARDS SHALL BE NOT '-ESS THAN 42 INCHES (1067 MM) HIGH, MEASURED VERTICALLY A5 FOLLOWS:
.. _. 1.FROM THE ADJACENT WALKING SURFACES.
°* 2 1N STAIRWAYS AND STEPPE) AISLES. FROM THE LINE ONNEC'1'ING THE LEADING EDGES OF THE TREAD NOSINGS.
` 3.ON RAMPS AND RAMPED AISLES FROM 'HE RAMP SURFACE AT THE GUARD.
EXCEPT DNS
i ? (°i ?; f"E ��" 1.FOR OCCUPANCIES IN CROUP R-3 NOT MORE THAN THREE STORIES ABOVE GRADE IN HEIGHT AND WITHIN INDIVIDUAL.
l i LWELLINC tN TS IN OCCUPANCIES IN CROUP R-2 NOT MORE THAN THREE STORIES ABOVE GRADE IN HEICHI WITH SEPARATE
E MEANS 0F E LESS, REQUIRED GUARDS SHALL BE NOT LESS THAN 36 INCHES (914 MN.) IN HEIGHT MEASURED VERTICALLY
ABOVE THE ADJACENT WALKINC SURFACES OR ADJACENT FIXED SEATINC.
NEW 2X4 POST, A
ATTACHED TO RISER WITH 2x 3 DECK SCREWS STAIR RISER,
ATTACHED TO SLAB WITH SIMPSON ABA44Z LSING RAISED TO DIMENSIONS SROWN � �
`:.x `;18' ANCHOR BOLT .AND fix SS DECK SCREWS EXISTING LEVELING PAD.
%� TO REMAIN
109"
ST. L/ COL �TY
LNG DdVISION
REVIER'ED FOR O
LIAPfCE
REVMWED B
DATE
PLANS AND PERNffT
MUST BE KlErf ON JOB
OR NO INSPECTION
WILL BE NIADE.
R
ZAO AO
Technical Solution
DOUG@DRDTSI.COM 772-323-481
MCR Professional Engineering
MARINE, CIVIL, & RESTORATION
1014 NW PINE LAKE DRIVE;
STUART, FLORIDA 34994
772-214-4800
RBABER@MCRENCINEERS.COM
CERTIFICATE OF AUTHORIZATION: 26967
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DESIGNED BY:
DRAWN BYr
CHECKED BY:
PLOT DATE: 17-May-2018
X:\SALEMME, PAUL - SALEMME, PAUL - FRONT DECK IMPROVEMENTS
EXTERIOR WALL
REPLACEMENT
PAUL SALEMME
17025 S OCEAN DR LOT 369
JENSEN BEACH, FLORIDA 33957
PROJECT:
NOTES, PLAN, SECTION, & DETAILS
SHEET NAME:
SHEET k:
S-1