HomeMy WebLinkAbout5424 10 St24' 6"
SIMPSON MSTA30 STRAP AT EACH SIDE OF
ALL OPENINGS, EACH CORNER AND AT END
OF NEW WALLS AND SPACED MAXIMUM 32" or -
DOWN ON FACE OF FLOOR JOIST AND STUD IN
WALL, FILL NAIL HOLES WITH IODXI I/2" NAILS
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DIMENSIONS ARE APPROXIMATE AND MUST
BE FIELD VERIFIED BY CONTRACTOR BEFORE
CONSTRUCTIONS BEGINS
>E ADDITION CONSTRUCTION DRAWINGS WERE DESIGNED TO COM
ALL OF THE LOADING REQUIREMENTS - SECTION 1103 "STRUCTUR
HE FLORIDA BUILDING CODE 2011 - EXISTING BUILDING &TW EDITI
LREPAIRS
NDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
E DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
UT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
DELAY TO THE CONSTRUCTION
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EXISTING LIVING
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TOTAL LIVING
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EXISTING AREA
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CARPORT 15S
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1 OF 4
GENERAL NOTES:
THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2011 FLORIDA BUILDING CODE
6TH EDITION AND THE 2011 FLORIDA BUILDING CODE - RESIDENTIAL 6TH EDITION.
T.L. HANSON A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING
COMPANY: HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN OF THIS STRUCTURE.
THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE
FOLLOWING SUPERIMPOSED LOADS:
SLAB:
LIVE LOAD - 50 P.S.F.
DEAD LOAD - 10 P.S.F.
ROOF:
LIVE LOAD (TRUSS TOP CHORD) - 20 P.S.F.
DEAD LOAD (TRUSS TOP CHORD) - 10 P.S.F. (15 P.S.F. WHEN TILE ROOFING IS INSTALLED)
DEAD LOAD (TRUSS BOTTOM CHORD) - 10 P.S.F.
ASSUMED TRUSS SELF WEIGHT (DEAD LOAD) - 1 P.S.F.
WIND:
BUILDING IS DESIGNED TO CONFORM TO ASCE 1-10, CHAPTERS 26 THRU 31. PER 2011 FLORIDA
BUILDING CODE, RESIDENTIAL 6TH EDITION- SECTION R301.2.1.1. AND 2011 FLORIDA BUILDING CODE
6TH EDITION SECTION 160E
COMPONENT t CLADDING WIND LOADS
WIND DESIGN ASSUMPTIONS: ALL OTHER
BUILDING EXPOSURE - B BUILDING ROOF OVERHANG COMPONENT
BUILDING RISK CATEGORY - II ZONE LOADS LOADS
MEAN ROOF HEIGHT 30' OR LESS
HEIGHT 4 EXPOSURE ADJUSTMENT I N/A +32.3/-35.3
COEFFICIENT - 1.0
ENCLOSED BUILDING
INTERNAL PRESSURE COEFFICIENT . +/- 0,18 2 -65.1 +32.3/-56.2
WIND SPEED SHOWN AT THE BOTTOM RIGHT 3
CORNER OF THIS SHEET -I10.6 +32,3/-89.0
ALL STRUCTURAL ELEMENTS, EXTERIOR 4 N/A +35.3/-38.2
WALLS AND INTERIOR WALLS SHALL BE
TYPE V CONSTRUCTION PER FBC 602.5 5 N/A +35.3/41,2
SOIL BEARING 4 COMPACTION:
THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.S.F.
(MINIMUM). THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL
ON THE SITE IS PROPERLY PREPARED 4 COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.S.F.
FOUNDATION LOADING.
T.L. HANSON; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
ENGINEERING COMPANY: DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE
NOR PERFORMING ANY SOIL TESTING.
T.L. HANSON SHALL NOT BE RESPONISIBLE FOR THE SITE SOILS ABILITY TO SUPPORT
THE BUILDING LOADS.
FOUNDATIONS 4 SLAB -ON -GRADE:
BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA.
ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED
SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 P.S.F. FOUNDATION LOADING.
SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON CLEAN, ADEQUATELY
COMPACTED AND TERMITE POISONED SOIL,
CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 2,500 P.S.I.
REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25"
FOR 05 REBAR, 30" FOR •6 REBAR 4 35" FOR 01 REBAR.
PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES (AFTER
FINAL SITE GRADING). THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE
EXACT STEMWALL HEIGHT BASED UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION
AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES ARE REQUIRED.
A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE
SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND
A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS.
MASONRY WALLS:
CONCRETE MASONRY UNITS SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C-90
AND SHALL HAVE A MINIMUM F'M OF 1,500 P.S.I.
MORTAR SHALL CONFORM TO ASTM C-210 AND SHALL BE EITHER TYPE M OR S.
REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25"
FOR •5 REBAR, 30" FOR 06 REBAR 4 35" FOR •1 REBAR.
GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE
OF 3/8", PLACED AT AN 8 TO II INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH
OF 2,500 P.S.I. (WHEN TESTED PER ASTM C-1019).
PROVIDE CLEAN -OUT OPENINGS (12 SO, IN.) IN CELLS CONTAINING SPLICED REINFORCEMENT, WHEN
THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT.
TIMBER MATERIALS:
ALL TIMBER MATERIALS SHALL BE AS FOLLOWS:
ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED
PRIOR TO REQUESTING THE FRAMING INSPECTION.
IF DESIRED, EQUIVALENT CONNECTORS MADE BY ANOTHER SUPPLIER MAY BE USED IN PLACE OF THE
"USP" OR "SIMPSON" CONNECTORS SHOWN.
ALL LUMBER IN CONTACT WITH MASONRY WILL BE PRESSURE TREATED
MATERIALS
INTERIOR STUD WALLS TO BE OF 2 X 4 02 SPRUCE OR BETTER WITH SINGLE 2 X 4 P.T.
PINE BOTTOM PLATE AND SINGLE 2 X 4 02 SPRUCE TOP PLATE WITH STUDS SPACED
MAXIMUM 24" OC. WALLS TO HAVE 1/2" GYPSUM BOARD EACH SIDE, WITH WALLS AT
GARAGE TO HAVE MINIMUM R-11 INSULATION
ATTIC ACCESS:
ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 SQ. FT, AND HAVING MINIMUM
30 INCHES OF VERTICAL HEIGHT, ROUGH -FRAMED OPENING NOT TO BE LESS THAN 22 X 30 INCHES.
WHEN MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC, IT SHALL BE INSTALLED IN ACCORDANCE
WITH THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION M1305.1.3
TRUSSES:
IF THE CONTRACTOR, TRUSS MANUFACTURER OR ANY OTHER DESIGN PROFESSIONALS REVISE THE
TRUSS SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLANS T. L. HANSON 4 ASSOCIATES IS
REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE DESIGN
INTENT PRIOR TO COMMENCEMENT OF THE PROJECT,
EXTERIOR WINDOWS 4 DOOR ASSEMBLIES:
ALL EXTERIOR WINDOW 4 GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA
101/162 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER,
PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY.
ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TESTED OR ENGINEERED TO
TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE.
INSTALL ALL WINDOW 4 DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS
TO ACHEIVE THE DESIGN PRESSURES SPECIFIED.
ELECTRICAL, PLUMBING 4 MECHANICAL:
IN ACCORDANCE WITH CHAPTER 411.003(2XI) OF THE FLORIDA ADMINISTRATIVE CODE: ELECTRICAL,
PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO
MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HEREON
ARE BASED UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS.
ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, GARAGE AND AT
EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND -FAULT INTERRUPTER "GFI" CIRCUIT.
ALL ELECTRICAL OUTLETS IN HABITABLE SPACES SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER
SAFETY GLAZING:
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF
GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308:
(1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR
ASSEMBLIES.
(2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM
ROOMS, BATHTUBS, AND SHOWERS, GLAZING IN ANY PORTION OF A BUILDING WALL
ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS
THAN 60 INCHES ABOVE THE DRAIN INLET.
(3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE
THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR IN A
CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE
FINISHED FLOOR OR WALKING SURFACE.
(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS
DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEETS ALL OF THE FOLLOWING
CONDITIONS:
A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SO. FT.
B) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR.
C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR.
D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE
PLANE OF THE GLAZING.
REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308 FOR ADDITIONAL AREAS
TWAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING.
DRAFTSTOPPING:
IN SINGLE FAMILY DWELLINGS, DRAFTSTOPPING SHALL BE PROVIDED (PARALLEL TO THE MAIN
FRAMIMG MEMBERS) IN FLOOR/CEILING ASSEMBLIES SEPARATING USEABLE SPACES. DRAFTSTOPPING
SHALL BE CONSTUCTED SUCH THAT THE FLOOR/CEILING ASSEMBLY IS BROKEN UP INTO TWO OR
MORE APPROXIMATE AREAS WITH NO AREA GREATER THAN 1000 SO, FT.
APPROVED PRODUCT LIST
PRODUCT CATEGORY SUB CATEGORY MANUFACTURER
STRUCTURAL COMPONENT
STRUCTURAL COMPONENT
ROOFING
ROOFING
WINDOWS
SOFFIT 4 FASCIA TRIM
HIO
HETA20
ASPHALT
UNDERLAYMENT
SIMPSON
SIMPSON
GAF SINGLES ALL
GAF
EXISTING WOOD WINDOWS APPROVED BY
CITY OF ZEPHYRHILLS DUE TO HISTORIC HOME
SOFFIT WOOD TO MATCH EXISTING
DUE TO HISTORIC HOME
EXTERIOR DOORS SINGLE SWINGING PLAET PRO
WALL SIDING EXTERIOR WOOD TO MATCH EXISTING
DUE TO HISTORIC HOME
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR DELAY TO THE CONSTRUCTION
STATE OF FL,
APPROVAL M
FL 10446
FL 114-13
FL 10124.1
FL 10626.1
N/A
N/A
FL 15221.1
N/A
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CONTRACTOR OR OWNER TO VERIFY ROOF PITCH
AND HEEL HEIGHT ON EXISTING HOUSE TO MATCH
RIDGE VENT
_ _ WALL HEIGHT S 9' 1"
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APPROXIMATE GRADE O' O"
PINE NOVELTY SIDING /
TO MATCH EXISTING
PROPOSED SOUTH ELEVATION 1/411 = If O'I
PROPOSED EAST ELEVATION 1/4" = 11 O"
RIDGE VENT
\ PINE NOVELTY SIDING
TO MATCH EXISTING
PROPOSED NORTH ELEVATION 1/4" = 1 � O'I
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IN CENTER FROM 24"X24"X12" FOOTING PAD WITH
(3) •5 REBAR EACH WAY. POUR PAD AND FILL
SECURE JOIST TO BEAMS WITH 2X8 PT JOIST s 19," OC PIER WITH MINIMUM 2500 PSI CONCRETE
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R T.L, HANWIN-16,1E. If EiE NO. 38654
BOTTOM OF FOUNDATION B:)TTOM OF FOUNDA ION ® • P. OX1128, DY, FL 33526
MIN MUM 12" BELOW GRADE MINIMUM 12" BELOW GRADE MOO i ATE .ow
IERE Y THTH '�4ANS AND SPECIFICATIONS
11 �R MY DIRECT SUPERVISION
}''� I I I t DETAIL
� t /� ARE I e " " I ER 16, SECTION 1609 OF THE
IBU I LD I I V G C lei I SECTION D E I A I L FLORIDA 6TH ADDITION AND ASCE 1-10 2 OF 4
FOR 139 MP F ( ISK CATEGORY If AND THE ENTIRE
NOT TO SCALE 2011 BUILDING CODE RESIDENTIAL 6TH ADDITION
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THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR DELAY TO THE CONSTRUCTION
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4 SECTION 1609 OF THE
DDITION AND ASCE 1-10
EGORY 11 AND THE ENTIRE
6TH ADDITION
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24' 6"
H AC FLAN 1/411 1 OII
Y
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR DELAY TO THE CONSTRUCTION
ELECTRICAL FLAN 1/411 _ 11 o11
GENERAL LOADS
TYPE OF LOAD
LIGHTING LOAD
2S02 SO FT X 3VA
8106
SMALL APPLIANCE LOAD
2 CIRCUITS X 1500VA
3000
LAUNDRY LOAD
I CIRCUITS X 1500VA
1500
TOTAL VA
13206
LOAD
LIGHTING, SMALL APPLIANCE,
LAUNDRY FIRST 3000VA X 100
TOTAL 3000 VA
LIGHTING, SMALL APPLIANCE
LAUNDRY REMAINING 10206 VA X 35 % TOTAL 3512 VA
TOTAL 6512 VA
LARGE APPLIANCE LOADS
ELECTRIC RANGE NOT OVER 12 KVA
8000 VA
CLOTHES DRYER
5500 VA
WATER HEATER
4500 VA
HVAC HEAT
5000 VA
TOTAL 23000 VA
TOTAL VA 29512 VA
CONVERT vA TO AMPS
29512 DIVIDED BY 240 VOLTS - 123 AMPS
ELECTRICAL LEGEND
220 V
G.F.I.
110 V
BUY
FAULT
PENDANT LIGHT
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RECEPTACLE
CEILING FAN
SWITCH
as
CHANDLER
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IIOV 50 CFM'S
CEILING
wP
I10 V
BATH FAN
VANITY LIGHT
FAN W/ LIGHT
tM
4-4/WATERPROOF
OUTLET
SMOKE
EXTERIOR WALL LIGHT
� 0
ELECTRICAL PANEL
IIOV LIGHT
DETECTOR
CAN BE CEILING
OR WALL (TYP)
O CARBON
O RECESS CAN LIGHT C MONOXIDE
UNIT
z
/1 EXTERIOR DBL FLOOD
ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, GARAGE AND AT EXTERIOR LOCATIONS
SHALL BE WIRED INTO A GROUND FAULT INTERRUPTER "GFI" CIRCUIT
ALL REMAINING 15AMP/20AMP OUTLETS IN HABITABLE AREAS TO WIRED INTO A ARC -FAULT
INTERRUPTER "AFI" CIRCUIT
SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT
TO BEDROOM AND OTHER LIVING AREAS
CARBON MONOXIDE ALARM MUST BE INSTALL WITHIN 10'0" OF EACH ROOM USED FOR SLEEPING PURPOSES
WHEN BUILDING HAS A FOSSIL FUEL BURNING HEATER OR APPLIANCE, A FIREPLACE OR AN ATTACHED
GARAGE.
GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.E.G.
ROOF EDGE
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GABLE END
PARTIAL ROOF PLAN 5
OZONE 8d RING SHANK NAILS AT Co" O.C. AT EDGES
1 8d RING SHANK NAILS AT 6" O.C. INTERMEDIATE
ZONES (� O 8d RING SHANK NAILS AT 6" O.C., 4" O.C. AT
ROOF EDGES, RIDGE LINE, OR GABLE ENDWALL
NOTE: END JOINTS FOR SHEATHING SHALL BE STAGGERED
AND OCCUR OVER A FRAMING MEMBER,
ROOF SHEATHING NAILING
NOT TO SCALE
2x4 CROSS -BRACING * RIDGE
20'-0" MAX7
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SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY ADDITIONAL
BRACING OR CROSS BRACING REQUIREMENTS
REQ. MINIMUM TRUSS BRACING
GABLE END TRUSS
OTIT
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WOOD WALLS,
�i NAILS
HIO CLIP AT ALL TRUSSES TO
FILL NAIL HOLES WITH IODXI 1/2"
BOX AREA FOR ATTIC
ACCESS STAIR AT THIS
AREA
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ROOF TRUSS FLAN 1/411 = 11 O11
CONTRACTOR OR OWNER TO VERIFY ROOF PITCH
AND HEEL HEIGHT ON EXISTING HOUSE TO MATCH
FOR NEW ADDITION. TRUSS MANUFACTURE TO VERIFY
WITH OWNER PRIOR TO MANUFACTURING TRUSSES
STUD SPACING
L- BRACING
NO
L-BRACING
lU 2 X 4
L BRACING
(2) 2 X 4
L BRACING
(2) 2 X 6
L BRACING
16"
O'-O" TO 45"
4'-5" TO 8'O"
8'011- 12'0"
12'0" TO ib'O"
24"
0'-0" TO 4'0"
4'0" TO 1'0"
1'O" TO 10'O"
10'O" TO 14'O"
NO ANGLE BRACING REQUIRED WHEN
GABLE IS NO MORE THAN 24" TALL IN
CENTER
BACKNAIL W/ (2) 160 NAILS
2 X 4 WEB BLOCKS NAILED IN BETWEEN
WEBS WITH (2) 16D NAILS EACH END WITH
(6) 160 NAILS AT EACH END NAIL TO 2XA
NOTE- NO L BRACING REQUIRED WHEN
PEAK OF GABLE IS 4'0" OR LESS
45 DEGREES
MAXIMUM
2X4 ANGLE BRACING AT 48" OC ALONG
GABLE END NAIL ENDS TO 2 X 4 BLOCKING
" WEB BLOCKING WITH (2) 16D TOE NAILS
TOP/BOTTOM CHORD GABLE
TEND BRACING • 48 O.C. MAX
FOR THE FIRST 4 ROWS OF
TRUSSES (MIN 2X4 )
1/2" EXTERIOR
CEILING BOARD 2 X 4 NAILER ATTACHED TO BOTTOM
W CORD OF GABLE TRUSS AND COMMON
TRUSS WITH 2 EACH W COMMON NAILS
Q AT EACH UPRIGHT MEMBER ON GABLE
CONT. BOTTOM CHORD
BRACING (I"x4" MIN.) •
10'-O" MAX.
"L" BRACING TO EXTEND AT LEAST 90 %
OF WEB LENGTH ( SEE TABLE ABOVE)
STEP DOWN GABLE TRUSS WITH ONE LAYER
1/2" COX SHEATHING OR 1/16" OSB NAILED
WITH 8D COMMON NAILS 4" OC
SIMPSON LSTA24 OR EQUAL
AT 2'0" OC ( TYP)
GABLE END BRACING DETAIL
WOOD BEAM OR
WALL BELOW
NOT TO SCALE
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