HomeMy WebLinkAboutDigital Seal 9701S IRD Base-Remodel Rev1 PlanGENERAL NOTES
1. SCOPE OF WORK:
a) REMOVE WOOD FRAME CLOSET FROM PORCH
b) INSTALL MATCHING SIDING TO THE 2 INTERNAL CLOSET WALLS AND INSTALL
NEW EXTERIOR DOOR IN PREVIOUS CLOSET DOOR OPENING.
c) REMOVE WINDOWS AND FILL-IN 2 EXISTING OPENINGS WITH WOOD FRAMING
PER DETAILS
d) CHANGE OUT EXISTING WINDOW '2' AS DETAILED
e) REPAIR DAMAGED WOOD RAFTERS AND FRONT PORCH BEAM END PER DETAILS
f) APPLY NON-STRUCTURAL FINISH TRIM TO EXISTING 4X4 POSTS
2. MATERIAL SPECIFICATIONS:
A NG CON EC R SI PSO M R, AL FINI H.
ALL ANCHORS, BOLTS, SCREWS, NAILS SHALL BE GALVANIZED. SEE POST
DETAIL FOR SPECIFIC ITEMS. OPTION FOR 16 GA GALV CLIP: $" THK ALUM OF
EQUAL SIZE.
c) 2X RAFTER & BEAM REPAIR MEMBERS - #2 BTR HEM FIR
3. PREVIOUS REPAIR WORK:
a) EXIST RAFTERS STRAPPED TO CBS WALLS WHERE NONE EXISTED.
b) DAMAGED FRONT PORCH POSTS REPLACED WITH MATCHING (LIKE WITH LIKE)
CAP AND BASE ANCHORS, SEE DETAIL.
4. PROPERLY DISPOSE OF ALL DISCARDED MATERIAL AND WASTE PER ST. LUCIE
COUNTY REQUIREMENTS. —
2X P.T. 4 SIDES TO
EXIST CBS W/ 16"X3"
CONC SCRW @ 12"
7
2X4 STUD @ 16"oc
MAX, TOE NAIL
TOP & BOT W/ (2)
16d's
MIN R-13 BATT INSUL
MIN 1" CDX PLYWOOD,
NAIL W/ MIN 8d RING
SHANK @ MAX 4"oc
ALL SUPPORTS
MOISTURE BARRIER,
MIN 15# FELT
GALV STUCCO MESH,
MIN !"STAPLES @
8"oc MAX
4"THK CEMENT
STUCCO
x
a
9" MAX 9" MAX
ANCHOR DIM
SAME OPP.
6U
in
PRODUCT APPROVAL AFFIDAVIT: OPEN STRUCTURE, 9701 S. INDIAN RIVER DR., SLC
160 MPH(ult) WIND SPEED PER FBC R301.2(2), EXPOSURE 'D'
OPENING AND
PRODUCT
MFGR &
MODEL NO.
GLASS
ATTACHMENT: TYPE, SIZE, SPACING,
EMBEDMENT
ROOF DESIGN
PRESSURE
PROD. RATED
PRESSURE
DOOR AT
PGT FD-101, ALUM
TYPES
'/4' ELCO ULTRA CON, 1-3/4" MIN EMBED &
OPENING #4
SINGLE DR, REINF.
A,B,C,D,
EDGE DISTANCE, 4 EA JAMB & 3 EA HEAD
10sf, Zone 4
+/- 75.0 psf
L.M. IMPACT
NOA 17-0504.01
E (ALL)
& SILL, SEE DET #4 FOR SPACING
+40.6 -54.4 psf
WINDOW AT
CGI, HR4110A
TYPE 1
W' ELCO ULTRA CON, 1-1/4" MIN EMBED &
OPENING #2,
ALUM, H ROLLER
OR 2
2-1/2" MIN EDGE DISTANCE, 3 EA JAMB & 3
10sf, Zone 4
+55 / -65 psf
L.M. IMPACT
FL 23359.2
EA HEAD & SILL, SEE DET #2 FOR SPACING
+40.6 -54.4 psf
EXIST CBS WALL ( O P N G
GROUTED REBAR FULL I NEW WDO + 1"
HT REQ'D AS SHOWN BUCK EA JAMB
IN EXIST JAMB
1 IN -FILL DETAIL
SCALE 1/2" = 1'-0"
MTS12 STRAP, TYPICAL W/
(3) 10d TO RAFTER, (3) 1 all X
2-1/2" TAPCONS TO MSRY
EXIST 2X RAFTER
EXIST MASONRY WALL
TYPICAL RAFTER ATTACHMENT
DETAIL
SCALE 3/4" = V-0"
12" 2X BLOCK OVER BACK
JOINT W/ (8) FASTENERS
NEW MATCHING DBL
2X SECTION
0 0 I0 0 0 0
0 0 i 0 0 0
0 0 I0 0 0 0
WOOD POST 3'-0" SPLICE
WHERE EXISTS
16d NAILS OR 6"x3" W
SCR, TO PATTERN
5b DBL 2X BEAM REPAIR SHOWN, BOTH SIDES
NEW MATCHING
2X SECTION —
I 0 0 0
0 0 EXIST 2X RAFTER
0 0 0
CBS WALL
WHERE EXISTS
2'-0" SPLICE 16d NAILS OR T6 W
SCR, @ PATTERN SHOWN,
BOTH SIDES
5a 2X RAFTER REPAIR
BEAM & RAFTER REPAIR DETAIL
SCALE 3/4" = V-0"
EXIST WOOD RAFTERS
TO REMAIN
16"x3" W SCR @
EA RAFTER
6" EPDXY EMBED #5 DOWEL
INTO EXIST TIE -BEAM
BOT EXIST TIE -BEAM
#5 DOWEL IN SOLID
GROUTED CELL EA JAMB
ANCHORS SHOWN ARE EXIST CBS
PER FL APPROVAL # WALL
23359.2
1X PT BUCK, TYPICAL
#5 HORIZ @ SILL
SOLID GROUTED PT STUD W/ 4"x3"
TC @ 24"oc
6 EPDXY EMBED
IINTO CONC FDN
CBS WINDOW DETAIL
SCALE 1/2" = 1'-0"
TC MAX 4"
FROM CORNER
4"x3" TC C�
24"oc, TYP
PT 2x4 PLATE
SP4, TOP & BOT, (6)
10d x 1-1/2", TYP
CONST SAME
AS OPPOSITE
------------------
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DESIGN PARAMETERS:
2020 Florida Existing Building Code, 7th Ed.
Level 2 Alteration
Building Design: Enclosed
Ultimate Wind Speed: 160 mph 3 second gust (Vult)
Nominal Wind Speed: 124 mph (Vasd)
Exposure: D
Risk Category: 2
Internal Pressure Coefficient: +/- 0.18
Building Mean Height: 12'-0"
Roof Overhang: 2'-0"
Roof Pitch: 1/4" / 12"
6" MAX
INSTAL.I.
BATT INE
L,1" CDX
a
PLY, MOISTURE
BARRIER,
AND
�
STUCGO
ON WIR
LATH AS
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NOTED
ON DETA L.
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3 IN -FILL DETAIL
SCALE 1/2" = V-0"
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Digitally signed by Dan S.
Davis
DN: CN=Dan S. Davis,
E=dan.dsd@gmail.com
Reason: I am the author of
Dan S. Davis this document
Location: 36 Tuckaway Ct.
Henderson, NV 89074
Date: 2021-04-26 15:24:45
Foxit PhantomPDF Version:
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DSD PROJ.2106
DRWN.
DSD
DATE
4/6/21
SHEET
1 of 1