HomeMy WebLinkAboutTRUSS PLANI
--------------------- SEE FLOOR/ROOF PLAN
FOR CONNECTOR TYPE
I
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A - A WALL SECTION
SCALE: NTS
5LA5 FOOTING
2 x 6 S.Y.P, * 2'O" O/C
5/8" COX PLY
W/GAF RUBEROID MOD. BITUMEM
ROOFING PER N.O.A. SEE FLOOR/ROOF PLAN
NO. 18-OSIS.12 —i F FOR CONNECTOR TYPE
VIM VICI WALL C=IWNU
EXISTING DOUBLE 2 x4
TOP PLATE
2 x ro SUB -FACIA
-ZE I x6FACIA W/
1 x2 PT DRIP EDGE
W/2 x 2 FLASHING
JAMES HARDIE SOFFIT
PER N.O.A.
NO, I1-0821.21
2 x 4
FARING WALL
R WALL
4 P.T.
TING
GENERAL CONSTRUCTION NOTES:
1. ALL CONSTRUCTION MUST CONFORM TO FLORIDA BUILDING CODE 2017, 6th Edition
2. METAL STRAPS, CLIPS AND HARDWARE SHALL BE GALVANIZED, OR APPROVED EQUAL.
3. STRUCTURAL WOOD CRITERIA:
PRIMARY WOOD FRAMING MEMBERS SHALL BE ND. 2 SOUTHERN PINE OR BETTER, SURFACED DRY, USED AT 19% MAXIMUM M.C. WITH THE FOLLOWING
STRESS RATINGS, UNLESS OTHERWISE NOTED:
I. FB SINGLE MEMBER 1,200 PSI
II. FE REPETITIVE MEMBERS 1,400 PSI
III. FC PERPENDICULAR TO GRAIN 565 PSI
IV. E 1,600,000
4. ALL WOOD IN CONTACT WITH MASONRY SHALL BE PRESSURE TREATED.
5. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS.
6. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WLL BE ADDRESSED BY THE ENGINEERAS CONSTRUCTION PROGRESSES.
7. SPLITTING OR CRACKING OF STRUCTUAL COMPONENTS DUE TO INSTALLATION OF HARDWARE IS NOT PERMITTED.
8. INTERIOR DRYWALL TO BE SCREWED WITH DRYWALL SCREWS 1.5" LONG AND 0.131 INCHES DIAMETER.
9. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 112" GYPSUM BOARD APPLIED TO THE GARAGE
SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" TYPE GYPSUM BOARD
OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE
PROTECTED BY NOT LESS THAN 1/2" TYPE "X" GYPSUM BOARD OR EQUIVALENT. (R309.2)
10. CONTRACTOR IS RESPONSIBLE FOR ADEQUATE BRACING OF ALL STRUCTURAL AND NON-STRUCTURAL MEMBERS DURING CONSTRUCTION.
PLYWOOD SHEATHING MUST BE APPLIED AS THE ROOF OR FLOOR TRUSSES ARE ERECTED TO PREVENT TOPPLING. REFER TO TPI & WTCA PUBLICATION
"BUILDING COMPONENT SAFETY INFORMATION' FOR HANDLING AND BRACINGOF TRUSSES. TEMPORARY BRACING PER HIB-91.
11. CONTRACTOR TO OBTAIN THE LATEST PRODUCTAPROVALS FROM THE MANUFACTURERS, VERIFY SAFE PRESSURES, THE EXPIRATION DATES,
INSTALLATION SPECIFICATIONS AND SUITABLILITY OF THE PRODUCT BEFORE INSTALLATION OFALL BUILDING COMPONENTS.
12. ALL DRAWINGS ARE CONSIDERED PRELIMINARY UNTIL THEY HAVE BEEN APPROVED BY THE LOCAL BUILDING DEPARTMENT. DO NOT ORDER ANY
WORK OR MATERIAL WITH PRELIMINARY DRAWINGS.
13. CONTRACTOR TO LAYOUT THE WORK, VERIFY ALL DIMENSIONS, ELEVATIONS, PITCH, WALL AND CEILING HEIGHTS PRIOR TO ORDERING ANY WORK
OR MATERIAL.
14. WIND LOADS: FBC 2017, 6th EDITION, 170 MPH, 3-SECOND GUST, EXPOSURE C.
A
NO ELECTRIC WORK
ELECTRIC IS EXISTING
DO NOT SUBSTITUTE CONNECTORS.
DO NOT SHEATH TRUSSES BEFORE ALL STRAPS ARE
IN PLACE,
TRUSS CONNECTOR
SCHEDULE
BRNG PLY CONNECTOR QTY CONNECTOR DESIGN FASTENERS
FL
POINT UPLIFT
CODE
OREF:
A I HIOA I 1010
(8) IOd X 1-I/2"
SIMPSON (F2=410)
(8) IOdx 1-i/2"
114i3
O I MTS 16 a40
(1) iOdx 101/2"
114i3
SIMPSON (F2=300)
(Z) IOd x 1-1/2"
I. LATERAL FORCES PERPENDICULAR AND PARALLEL TO WALL HAS BEEN CONSIDERED
(LESS THAN 300 PLF.)
2. BUILDER TO APPROVE TEMPORARY BRACING
TO PREVENT TOPPLING OF
TRUSSES,
SEE HIB-S,
3. OTHER SPECS, OIF DIFFERENT FROM ABOVE, HAVE THE PRIORITY.
ROOF NAILING: 8d RING SHANK NAILS 6"
O/C FIELD, 4" O/C EDGES
Design Criteria
COMPONENTS AND CLADDING
Wind Load Type = FBC 2011
Building Type = Enclosed
Occupancy Factor = I
Category II, Exposure = C
A: Ht > 10', B: Urban, C: Open Terrain W/
Scattered Obstructions, D. Coastal
WIND
RESISTANCE
TC DL 5 PSF
BC DL 5 PSF
TOTAL 10 PSF
Duration= 1.33 WIND m Il0 MPH
GRAVITY LOADS OVER 5,0000 ARE SHOWN
UPLIFT LOADS OVER 1,0000 ARE SHOWN ON LAYOUT,
EXISTING I STORY
FRAMED RESIDENCE A
RIGHT ELEVATION
SCALE : 1/4" = 1'0"
SEAR ELEVATION
KALE : 1/4" - 1'0"
E EXISTING
iHTIS ON
E WALL AS U ENTER
E ROOM
F
ROOF DESIGNED PER:
FBC 201-f
ASCE 1-10
TPI - 200-7
STRUCTURAL NOTES - TRUSSES
I. ROOF NAILING PATTERNS:
8d RING SHANK NAILS 6" OC FIELD AND 4" O/C EDGES.
2. STRUCTURAL LUMBER:
MINIMUM GRADE LUMBER: 2x12 02 HF, 4x4 02 SYP,
ALL OTHERS 02 SYP or STUD SPP,
PLYWOOD SHEATHING TO BE APA RATED COX STRUCTURAL.
ALL LUMBER IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED.
WOOD FRAMED BEARING WALLS FIRST STUD AT CONCRETE IS TO BE PT AND
ATTACHED WITH 3/16" TAPCONS, 1-1/2" EMBED d 12" OC EXCEPT AS SHOWN.
3, TEMPORARY BRACING PER HIB-SI.
4, ALL DRAWINGS ARE PRELIMINARY UNTIL THEY ARE
APPROVED BY THE GOVERNING PERMITTING AUTHORITY.
5, CONTRACTOR IS RESPONSIBLE FOR LAYOUT OF WORK, ALL DIMENSIONS,
ELEVATIONS, PITCH, AND THE WALL AND CEILING HEIGHTS.
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RE 'IFI1 ED FOR GQAiPLIANCE,/
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LEFT ELEVATION
SCALE : 1/4" = 1'0"
;ONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
HEOUIRED 8Y FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
,AMPLY WITH ALL APPLICABLE CODES.
AUT MUST BE KEPT
ION WILL BE `NUDE.
SCOPE OF WORK :
i, REMOVE AND REPLACE EXISTING FLAT ROOF SYSTEM
W/2 x S,Y.P. W/PITCH.
SEC -GUST WIND SPEED
2011, 6TH edition, existing
:IIng Code, Level I Alteration
BLDG CAT: VB
OCCUPANCY: R-3
EXPOSURE: C
INT, PRES. COEF: +/- 0.18
BUILDING: ENCLOSED
LEVEL II ALTERATIONS, REQUIRE SMOKE DETECTORS IN
OUT OF EACH BEDROOM HARD WIRED W/BATTERY B/U.
SCANNEEC)
BY
St. Lucie County
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