HomeMy WebLinkAbout123 SEAPORT BLVD RESTORATION OF ROTTED WOODEXIST
UPPER
LEVEL
FINISHED
I
FLOOR
SYSTEM
INSTALL FLASHINii ABOVE STUCCO
BAND (ALONG LIFER LEVEL) TO
REPLACE EXISTING STUCCO BAND
AS REQUIRED
EXIST FLOOR
SYSTEM ABOVE
NEW NOM 15/32" COX PLYW'D
SUBSHEATHING - P1AIL FASTEN
REPLACE DAMAGED GYPSUMI
W/ 8d AT 6" OCj (TYPICAL)
BOARD/ BATT
INSULATION
(IF REQUIRED)
tk--
NOM 2" X 4" SFF PIO 2 WD
FRAME AT MAX 16" OC (REPLACE
REPLACE DAMAGED GYPSUM
ALL DAMAGED W1101t AS REQUIRED)
BOARD/ BATT
INSULATION
(IF REQUIRED)
I
PATCH/REPAIR SUCCO OVER
EXISTING WALL S!RF'ACES AS REQ'D
UTILIZE EXIST
CONC
OVER WIRE LATHE ON CDX PLYW'D
SUB- SHEATHING
FOUNDATION
TYPICAL BUILDING
SE-=
SCALE: 1/2" = 1'-0"
R�
CONNECTOR SCHEDULE
NEW WOOD STUDS TO NEW WOOD TOP PLATES
INSTALL SIMPSON * SP -2 ANCHOR AT
EACH STUD W/ MIN (12) 10d NAILS
MAX UA = 890 * EACH ANCHOR LOCATION
NEW WOOD STUDS TO TOP PLATES/EXISTING
STRUCTURE ABOVE -INSTALL SIMPSON * LSTA-24
ANCHOR STRAP AT EACH STUD W/ MIN (18) 10d
AT EACH STUD MAX U/L= 1015* EACH ANCHOR
NEW PT WOOD BOTTOM PLATE TO NEW WOOD
STUDS - INSTALL SIMPSON * SP -1 ANCHOR AT
E��H STUD W/ MIN (10) 10d NAILS
MAX UA = 585 * EACH ANCHOR LOCATION
NEW PT WOOD BOTTOM PLATE TO EXISTING
CONCRETE FOUNDATION - INSTALL NOM 1/2" 0 X 5" L
WEDGE ANCHOR BOLTS AT MAX 24" SPACING WITH
NOM 2" 0 X 1/8" GALV WASHER (UTILIZE EXISTING
ANCHOR BOLTS WHERE APPLICABLE)
41�
it �!
I)
2" X 4' TO?I I PLA I Lb
11 1
Nf M 2" X 4" SPF NO 2 AT 16" OC
REPLACE EXISTING WOOD FRAME
STRUCTURE WHERE REQUIRED
(TYPICAL FOR STUDS/PLATES
ALONG ALL DAMAGED AREAS)
STUCCO EXTERIOR OVER WIRE
LATHE OVER VAPOR BARRIER
ON NOM 15/32" COX PLYW'D
SHEATHING II
0
co
�— 2" X 4" PT BOTTOM PLATE HEADERS AND JACK STUDS \— REPLACE EXISTING R-11 BATT
AS REQUIRED (FER OPN'G) INSULATION AND NOM 1/2"
GYPSUM BOARD ALONG INTERIOR
NOTES: FACE OF WALL WHERE REQ'D
ALL WORK TO BE PERFORMED AS GOOD
OR BETTER THAN AS -BUILT CONFIGURATION. NOTE:
WALL STUDS SHALL BE MECHANICALLY
ALL MATERIALS USED TO BE CONSTRUCTION FASTENED TO TOP AND BOTTOM PLATES
GRADE OR BETTER
MAINTENANCE AND RESTORATION SHALL BE TYPICAL WATER DAMAGE REPAIRS
AS REQUIRED DUE TO TERMITE DAMAGE WALL DETAIL/ NOTES
NO SCALEa i 4f '
4 11 F t: 110 cra
uM^vl I
t..mall>
THE MAIN WIND RESISTANCE FOR THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANC
WITH THE FLORI':)A BUILDING CODE, 2001 EDITION, CHAPTER 16, TO WITHSTAND THE WIND
LOADS ASSOCIA'CED 'NITH A MINIMUM WIND SPEED OF 130 MILES PER HOUR, EXPOSURE "C"
STRUCTURE.
THE COMPONEN'T'S AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO
THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2001
EDITION, CHAP "R 16, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM WIND
SPEED OF 130 MILES PER HOUR, EXPOSURE "C" STRUCTURE.
I. BASIC WIND SPEED = 130 MILES PER HOUR '
2. WIND IMPORTANCE FACTOR = I / BUILDING CATEGORY = ENCLOSED
3. WIND EX,.'OSU RE = EXPOSURE "C"
4. INTERNA`.. PRESSURE COEFFICIENT: 0.18la COPY�
5. COMPONENTS &CLADDING: + 30.4 PSF / - 40.7 PSF
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DRAWN BOB C
CHECKED
SCALE AS NOTED
✓OB NO.
DATE ✓UL r 24, 2002
SHEET
OF SHEET
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