HomeMy WebLinkAboutTruss & Roof Repair PlanREUSE EXIST
TERMINATION CAP
10'-O"
34
REUSE EXIST STORM COLER
2x4 WD BLOCKING 0 FLUE (TYP)
2x4 WD JOISTS 0 24" C/C
W/ H2.5A 'SIMPSON'
HURRICANE TIE W/ (10) 8d
NAILS 0 EA END
- -
2x4 WD BLOCKING (TYP)
SHINGLE ROOFING SYSTEM - -
(SEE NOA) ON 5/8" EXT
DBL 2x4 WD TOP PLATE (TYP)
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GRADE PLYWD SHEATHING
SP4 'SIMPSON' STUD PLATE
N
W/ Sd RING SHANK NAILS
TIE W/ (6) 10d NAILS
0 4" C/C EDGE & 6" C/C
EA STUD (TYP)
FIELD ON ON WD TRUSSES
0 24" C/C TYP THRUOUT
REUSE EXIST FLUE
Q
2x6 WD JOIST W/ (2)
WD SIDING (SEE NOA) ON 2-LAYERS
1/4"x3" WS 0 EA STUD
15# FELT ON 5/8" EXT GRADE PLYWD
2x6 WD JOIST 0 16" C/C
SHEATHING W/ 8d RING SHANK NAILS
W/ LSTA18 STRAP TIE W/
4" C/C EDGE & 6" C/C FIELD ON 2x4
(14) 10d NAILS@ EA END
WD STUDS 0 24" ,C/C TYP THRUOUT
GALV MTL FLASHING
& CENTER
2x4 WD BOTT PLATE ON 2x4 WD LEVELING
Y ROOFER 2x6 WD BLOCKING
PLATE W/ SP4 'SIMPSON' STUD PLATE TIE I W/
(6) 10d NAILS 0 EA STUD & TS12 'SIMPSON'
2x6 WD RIDGE BEAM
TWIST STRAP W/ (10) 16d NAILS 0 EA TRUSS
DRAFT & FIRE STOP
FRAMING NOTES_
1. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER
CONSTRUCTION MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER
CONSTRUCTION.
2. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED.
PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR
OTHER CEMEN11TOUS MATERIALS AND THE WOOD AS PER CODE.
3. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE, NO. 2 OR BETTER OR SHALL
PROVIDE ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER
USES. 90 PSI IN HORIZONTAL SHEAR AND SHALL HAVE A MODULUS OF ELASTICITY OF
1600 KSI OR BETTER, AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY.
GYPSUM BOARD
1/4"0 WD SCREWS W/
1 1/2" MIN. EMBED
INTO WD STRUCTURE
SEALANT
ALL AROUND
1 3/4" MTL CLAD
IMPACT RESISTANT DR
REMOVE & REPLACE HEADER
FOR 3'-0" DOOR
WOOD SIDING
2x WD BUCK SET IN SEALANT
DOOR FLASHING
FRAME
INSTALL DOOR AS PER NOA.
DOOR HEAD DETAIL
1 1/2" = 1'-0"
rW00D SIDING /-DOOR FLASHING
1 /4"0 WD SCREWS 1
1 1/2" MIN. EMBED
INTO WD STRUCTURE
2x4 WD STUDS
2x WD BUCK SET IN SEALANT
SEALANT
ALL AROUND
1 3 4" MTL CLAD
IMPACT RESISTANT DR
DOOR FRAME
SEALANT
ALL AROUND
INSTALL DOOR AS PER NOA.
DOOR JAMB DETAIL
1 1/2" = 1'-0"
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CONSTRUCTION NOTES
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1.
REMOVE ROOFING SYSTEM FROM ENTIRE HOUSE.
1
2.
REMOVE & REPLACE ROOF SHEATHING IN THE AREA SHOWN ±634 SQ. FT.
DOOR &
3.
REPAIR TRUSSES #2 THRU #11 AS PER TRUSS REPAIR DETAIL.
IMPACT
NOA)
4,
REPAIR TRUSS END OF TRUSSES #6 THRU #8 AS PER CHIMNEY SECTION.
5.
ALL MEMBERS OF TRUSSES THAT HAVE BEEN FIRE SCARED MUST BE PAINTED
WITH A SEALER PAINT (KINZ OR EQUAL).
6.
REBUILD CHIMNEY WALLS AS PER CHIMNEY SECTION.
7.
RE -ROOF ENTIRE HOUSE DUE TO INABILITY TO MATCH EXISTING ROOFING
MATERIAL, SEE CHIMNEY SECTION FOR ROOFING NOTE, INSTALL AS PER NOA. ±3160 SQ. FT.
8.
REMOVE & REPLACE ALL ATTIC INSULATION W/ R30 INSULATION DO TO
Q
SMOKE OR WATER DAMAGE.
9.
REMOVE SMOKE OR WATER DAMAGED GYPSUM BOARD CEILINGS IN GARAGE,
FAMILY ROOM, AND FOYER WITH 5/8" GYPSUM BOARD ±969 SQ. FT.
10.
REMOVE & REPLACE DOOR & HEADER AS SHOWN.
2'-0"xt9'-7%5/B" PLYWD GUSSET
PLATE W/16d NAILS 4" C/C ALONG
CENTER OF EA 2x4 SCAB TRUSS
SUPPORT
0 \ S �0,.
P
6 t9'-7
NOTE: REPAIR DETAIL IS FOR TRUSSES #2 THRU #11
TRUSSES #1 & #12 THRU #16 OK.
TRUSS SUPPORT SCHEDULE
'A' 2x4x7'-6" LONG SCABBED TO TRUSS
MEMBER W/ 16d NAILS 0 6" C/C
'B' 2x4x6'-0" LONG SCABBED TO TRUSS
MEMBER W/ 16d NAILS 0 6" C/C
C' 2x4 5'-0" LONG SCABBED TO TRUSS
MEMBER W/ 16d NAILS 0 6" C/C
D' 2x4x5'-O" LONG SCABBED TO TRUSS
MEMBER W/ 16d NAILS 0 6" C/C
'E' 2x4x3'-O" LONG SCABBED TO TRUSS
MEMBER W/ 16d NAILS 0 6" C/C
(SEE FIRE PLACE SECTION)
'F' 2x4x3'-O" LONG SCABBED TO TRUSS
MEMBER W/ 16d NAILS 0 6" C/C
(SEE FIRE PLACE SECTION)
TRUSS REPAIR DETAIL
1/4" = 1'-0"
ZC COS -0 40
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
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DATE: 05/06/20
DRAWN BY: R.P.S.
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Project #:
KASTNER20
Scale
AS SHOWN
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