HomeMy WebLinkAboutTruss PlanNEW 20 X 14 %" PLYWOOD GUSSET PLATE
VERTICAL TRUSS BRACE TYP,
SISTER ON OPPOSITE SIDE OF NEWLY ADDED
BOTTOM CORD REPAIR 2X4 FROM TOP CORD
OF TRUSS TO BOTTOM OF BOTTOM CORD USE
NEW 10" X 8 3/4"
2 1 /2" LEDERRLOCK DECK SCREWS @ 6" OC
PLYWOOD GUSSET
STAGGERED W/ LOCTITE PL 400 WOOD GLUE
PLATE VERTICAL
TRUSS BRACE TYP,
ALL SIDES TYP.
SISTER ON OPPOSITE
SIDE OF NEWLY
ADDED BOTTOM
CORD REPAIR 2X4
FROM TOP CORD OF
TRUSS TO BOTTOM
20"
OF BOTTOM CORD
USE 2 1 /2"
"LEDERRLOCK" DECK
SCREWS @ 6" OC
VERIFY OPENING
STAGGERED W/
LOCTITE PL 400
WOOD GLUE ALL
BOX FRAME TO
SIDES TYP.
3/4" PLYWOOD REMAIN TYP. ANCH
PLYWOOD ON TOP
6'-6" VIF
ADD NEW 8'-0" SYP #2 2X4 SCREWED WITH
2-1/2" LEDDERLOCK DECK SCREWS @ 6" OC
NOTE: STAGGERED MIN SPLICE 4'-0" USE 3/4'
BOTTOM CORD AND VERTICAL BRACE OF TRUSS PLYWOOD OVER HATCH OPENING 6" OC
WAS CUT ABOVE ATTIC ACCESS IN CEILING ANCHORS TYP SEE DETAIL # 2
MATCH EXISTING CEILING
TRUSS REPAIR
Scale: 1/4=1'
NEW (2) 2x4 W/ 22"
WOOD SCREWS @ 6"O.C.
7, _ 0,�
PLAN VIEW 1 VIF
TRUSS CUT
NEW 8"x10"x $" PLYWOOD
GUSSET PLATE, AT BOTTOM
OF EX. POST.(ONE SIDE)
INSTALL (5) 22"WD.
SCREWS TYP.
3/j" PLYWOOD
6 —6 LENGTH
MATCH DRYWALL TYP.
FRONT VIEW
z
NEW 9"X 12" X 3/4" PLYWOOD GUSSET PLATE
5 qty VERTICAL TRUSS BRACE TYP,
SISTERED ON 1 SIDE (ONE) OPPOSITE SIDE
OF NEWLY ADDED BOTTOM CORD REPAIR 2X4
FROM TOP CORD OF TRUSS TO BOTTOM OF
BOTTOM CORD USE 21 /2" LEDDERLOCK DECK
SCREWS @ 6" OC STAGGERED W/ LOCTITE PL
400 WOOD GLUE ALL SIDES TYP.
NOTE: MATERIAL DIMENSION
MATERIAL DIMENSIONS ON PLAN REFLECT
NOMINAL DIMENSIONS IE: 5/8" PLYWOOD IS
19/32", 2X12 IS 12"X112", 8" BLOCK IS 78".
ADD NEW 8'-0" SYP #2 2X4 SCREWED WITH
2-3/4" DECK SCREWS @ 6" OC STAGGERED
MIN SPLICE 4'-0"
INSTALL NEW 8"x10% 3/4" PLYWOOD GUSSET
PLATE AT TOP OF NEW 2X4 POST W/ (4) 2
J"WOOD. SCREWS TYP. PL400 GLUE 1 (ONE)
SIDE TYP.
EXISTING
TWO TRUSSES
NOTE: INSTALL SP4 SIMPSON
ANCHORS TO ONE STUD EA SIDE
SEE DETAIL #1
INSTALL NEW J" PLYWOOD
DECK OVER OPENING 2 1"Wp,
SCREWS 6" OC AND FIELD TYP.
ATTACH TO EXISTING ATTIC
WOOD BOX FRAME
TO REMAIN
INSTALL NEW (2) 2x4 SEE DETAIL #1
SP-1 W/ 22"WOOD SCREWS
@ 6"O. C. TYP.
VERTICAL 2x4 POST OF
10„ EXISTING TRUSS TO REMAIN
REPLACE DAMAGED WEB
OF EXISTING TRUSS WITH
NEW 8"x10"x 2 X 8" PLYWOOD GUSSET
NEW VERTICAL 2X4 WOOD. PLATE, AT BOTTOM OF EX. POST.
POST ADD TO EXISTING INSTALL 4 22"WD. SCREWS TYP.
TRUSS TO REMAIN BOTTOM CHORD OF ( )
EX.TRUSS TO REMAIN
REMOVE HATCH W/ WOOD TRIM INSTALL NEW
DRYWALL TO MATCH EXISTING CLG NOTE:
BOX FRAME TO TRUSS TO REMAIN
NEW 6"x10"xj" PLYWOOD GUSSET PLATE W/
"LEDDERLOCK" STRUCTURAL 22" WOOD
SCREWS W/ PL400 GLUE ON 1 (ONE) SIDE
TYP.
TRUSS REPAIR DETAILS
Scale: 1/4=1'
SEE DETAIL 1 PLAN VIEW
NOTE INSTALL SP4 SIMPSON
ANCHORS TO ONE STUD EA SIDE
ANCHOR EACH STUD
W/#8 SCREWS TYP.
3
NO WORK TO END
OF TRUSS TYPICAL
NOTE:
NOTE FUTURE A/C WORK WILL REQUIRE ABOVE
ATTIC ACCESS IN CEILING PROVIDED BY
CONTRACTOR VIF NEW ATTIC HATCH LOCATION
NO OTHER REPAIR
WORK THIS
N PERMIT
LOCATION
286 NETTLES BLVD
SITE
286
INDIAN RIVER
Q
Q 4 TRUSS REPAIR
o LOCATION VIF
aIN EXISTING
o
0 NETTLES ATTIC
ISLAND
Of
Q
RESIDENCE
( 9LOCATION
286 NETTLES BLVD
INDIAN RIVER
5 LOCATION MAP
N.T.S.
GENERAL NOTES:
1.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE BUILDING AND
NOTIFY THE OWNER OF ANY DISCREPANCIES BEFORE PROCEEDING
WITH ANY WORK.
2.
CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR FABRICATION
PROCESSES AND CONSTRUCTION TECHNIQUES (INCLUDING
SCAFFOLDING, BRACING, SHORING, ERECTION, ETC.) FOR
COORDINATION OF VARIOUS TRADES, FOR SAFE CONDITIONS ON THE
JOB SITE, AND FOR COMPLETE COMPLIANCE WITH THE WILLIAM
STEIGER OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 (OSHA).
3.
DO NOT SCALE DRAWINGS.
4.
CONTRACTOR SHALL THOROUGHLY FAMILIARIZE THEMSELF WITH THE
DRAWINGS WHICH, IN TURN, MAY AFFECT THE COST OF THE PROPER
COMPLETION OF THE WORK HEREIN SPECIFIED, AND CONTRACTOR
SHALL INCLUDE EVERYTHING REQUISITE AND NECESSARY TO THE
ENTIRE FINISHING OF THE WORK, NOT WITHSTANDING THAT EVERY
ITEM NECESSARILY REQUIRED BY SUCH WORK IS NOT SPECIFICALLY
MENTIONED OR SHOWN. CONTRACTOR SHALL FURNISH ALL LABOR
AND MATERIAL NECESSARY FOR THE COMPLETION OF ALL WORK AND
ADD NEW 24" SYP #2 2X4 SCREWED WITH 2-1/2"
DEMOLITION HEREINAFTER DESCRIBED.
"LEDDERLOCK" DECK SCREWS @ 6" OC STAGGERED
MIN SPLICE 3/4' PLYWOOD OVER HATCH OPENING
5.
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CODES
AND/OR REGULATIONS OF ST LUCIE COUNTY. STATE OF FLORIDA,
W/ 6" OC ANCHORS TYP
AND ALL OTHER CODES, AND/OR REGULATIONS BY ANY OTHER
AUTHORITIES HAVING JURISDICTION OVER THE WORK.
NEW SP4 ANCHOR EACH
6.
PROTECT EXISTING ADJACENT BUILDING STRUCTURES, FLOOR DECK
STUD W/#8 SCREWS TYP.
AND GROUNDS FROM ANY DAMAGE WHICH MAY OCCUR DURING
PERFORMANCE OF ALL WORK. ANY DAMAGE TO EXISTING FACILITIES
TO REMAIN WILL BE REPAIRED, REPLACED OR RESTORED TO THE
ORIGINAL CONDITION AND TO SATISFACTION OF ENGINEER AT THE
CONTRACTOR'S EXPENSE.
7.
CONTRACTOR SHALL MAKE NO CHANGES WITHOUT WRITTEN
APPROVAL FROM THE ENGINEER
EXISTING
TRUSS
VERIFY TRUSS SPACING
TO REMAIN ADD NEW
WOOD REPAIR AS SHOWN
EXISTING
WOOD TRUSS TO REMAIN
NEW (2) 2x4 W/21" INSTALL NEW 8" PLYWOOD DECK OVER
WOOD SCREWS ® 6"O.C.
OPENING 22"WD. SCREWS 6" OC TYP. TO
THE
TOP OF EXISTING BOX FRAME —TO REMAIN
VIF
of EXISTING WOOD
TRUSS TO REMAIN
0,
—
NEW SP4 ANCHOR
EACH STUD W/#8
/ SCREWS TYP.
/ NEW (2) 2x4 W/ 22"WOOD
SCREWS @ 6"O.C. TYP.
PLAN VIEW TRUSS
Scale: N.T.S.
USE SYP SP #2 LUMBER 2X4 FILL IN WOOD
STUDS BELOW REMAINING PIECE OF VERTICAL
TRUSS BRACE TYP, SISTER ON OPPOSITE
SIDE OF NEWLY ADDED BOTTOM CORD REPAIR
2X4 FROM TOP CORD OF TRUSS TO BOTTOM
OF BOTTOM CORD
NOTE: EXISTING BOX FRAMING TO REMAIN
ADD NEW 2"x4" W/ 3/4" PLYWOOD GUSSET
COVER OVER THE OPENING W/ LEDDERLOCK
STRUCTURAL 22" WD SCREWS W/ PL400
GLUE ON INSIDE 6' O.C. TYP.
N �=
8. GENERAL CONTRACTOR SHALL COORDINATE AND OBTAIN ALL
PERMITS REQUIRED TO COMPLETE THE CONSTRUCTION OF THE WORK
AS INDICATED ON THE DRAWINGS.
9. GENERAL CONTRACTOR SHALL INCLUDE IN THE BASE BID ALL FEES
ASSOCIATED WITH THE CONSTRUCTION OF THIS PROJECT, INCLUDING
BUT NOT LIMITED TO PERMIT FEES, DUMP FEES, SUBCONTRACTOR
PERMIT FEES, DEMO AND IMPACT FEES.
10. CONTRACTOR IS TO COORDINATE AND ORGANIZE THE CONSTRUCTION
PROCESS AND COMPLETE SAME IN A MANNER WHICH LEAST IMPACTS
THE ADJOINING COMMON AREAS, IN ORDER TO MINIMIZE
INCONVENIENCE TO THE TENANT.
11. ALL NEW CONSTRUCTION MUST MEET FLORIDA ACCESSIBILITY CODE
FOR BUILDING REQUIREMENTS LATEST EDITION, AND A.D.A. BARRIER
FREE REQUIREMENTS.
12. CONTRACTOR SHALL VERIFY FINAL SELECTION OF ALL FINISHES WITH
TENANT/OWNER BEFORE PROCEEDING WITH ANY WORK.
13. DISSIMILAR METALS SEPARATION:
WHEREVER DISSIMILAR METALS CONTACT EACH OTHER, AND ARE
SEPARATED FURTHER ON THE BELOW SCALE THAN BY A SINGLE
INTERMEDIATE METAL, THE CONTACTING SURFACES SHALL BE
INSULATED FROM EACH OTHER BY A BITUMINOUS COATING, 15#
ASPHALT SATURATED FELT OR OTHER ENGINEER APPROVED
MEANS METALS ARRANGED IN ORDER OF GALVANIC ACTIVITY:
ALUMINUM, ZINC, GALVANIZED IRON, TIN ON STEEL, LEAD (HARD),
STAINLESS STEEL, COPPER, MONEL.
14. IF DISSIMILAR METALS ARE TO BE JOINED, ENGINEER APPROVED
INSULATION UNIONS MUST BE APPROVED.
EXISTING
REMAIN
CLOSE EXISTING
WOOD TRUSS &
HATCH SEE DETAILS
4� ROOF DECK VIEW TRUSS
i Scale: N.T.S.
NOTE:
THESE PLANS AND ALL ASSOCIATED DOCUMENTS ARE VALID FOR REPAIR
CONSTRUCTION ONLY UPON STAMPED APPROVAL FROM APPROPRIATE
GOVERNING JURISDICTION. THESE PLANS ARE VOID AND SHALL NOT BE
USED FOR CONSTRUCTION OR ANY OTHER PURPOSE WITHOUT THE
BUILDING DEPARTMENT REVIEW AND APPROVAL.
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WILLIAM J, Ai
WA
IIIIbt, y
signed J by
m William J
Mathers, P
M a t h e Date:
2020.09.15
rs PE 11:56:58
8TRUCTUR"00
DRAWN
J.V.H.
CHECKED
W.J.M.
DATE
8/11 /20
SCALE
AS NOTED
JOB NO.
3879-01
SHEET
S-1