HomeMy WebLinkAbout6119 19th Str
1/2" CDX OR-I/1611 OSB ROOF SHEATHINGS
NAILED PER ROOF SHEATHING DETAIL
WITH SD NAILS, USE STEEL PLl'CLIPS
GAF UNDERLAYMENT AND SHINGLES
SEE TRUSS LAYOUT
2X4 WOOD SUB FASCIA WITH
ALUMINUM FASCIA AND DRIP
ALUMINUM SOFFIT
VINYL SINGLE
HUNG WINDOWS
2X4 02 SPRUCE STUD WALL SPACED 16" OC WITH
1/2" CDX OR '1/16" OSB WALL WALL SHEATHING
NAILS 3" OC ON ALL PLATES AND 6" OC ON
VERTICAL STUDS. COVER WITH TYVEK HOUSE
WRAP AND GALV PAPER BACK WIRE LATH
AND VS" STUCCO. I
SINGLE 2X4 P.T. BOTTOM PLATE SECURED
TO SLAB WITH A301 ALL THREAD RODS
AS PER NOTE AND LOCATION ON FLOOR
PLAN
GENERAL ELECTRICAL NOTES FOR AC
EXISTING STRUCTURE ELECTRICAL SERVICI
BE INSPECTED BY ELECTRICAL CONTRAC
THE ADDITION ELECTRICAL WORK BEING E
EXISTING SERVICE CAN NOT HANDLE LOAI
ADDITION THE SERVICE WILL HAVE TO BE
MEET LOCAL AND STATE OF FLORIDA BUIL
THE EXISTING STRUCTURE WILL HAVE TO H,
ALARMS ADDED PER SECTION 1004 OF TI
BUILDING CODE EXISTING BUILDINGS AND
- \ I ENGINEERED ROOF
\ TRUSSES 24" OC
MINIMUM R-30 INSULATION
IN ATTIC AREAS
1/2" CEILING TYPE
GYPSUM BOARD
DBL 2X4 TOP PLATE
DEL 2X12 •2 PINE WITH ONE
LAYER 1/2" PLYWOOD FILLERS
OVER ALL DOOR AND WINDOW
OPENINGS
R-13 INSULATION IN WALLS WITH
1/2" GYPSUM WALLBOARD.
TYPICAL 4" CONCRETE SLAB WITH WIRE MESH
OR FIBER MESH AND 6 MILL VISQUEEN OVER
CLEAN COMPACT TERMITE TREATED SOIL
GRADE
611 -a
— — — — — — — — —
1211 e e
15"X12" MONO FOOTINGS WITH
BOTTOM OF FOUNDATION 1211 2 EACH 05 REBAR ON CHAIRS
MINIMUM 12" BELOW GRADE
2X4 WOOD WALL DETAIL
NOT TO SCALE
ELECTRICAL PLAN 1/411 = 11 OII
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 LEGEND
SWITCH
CEILING
FAN W/ LIGHT
Ll
110 V
WP 110 V
WATERPROOF (ol WALL SCONCE
OUTLET
TO BE
ED IN FII
WALL HEIGHT p 8' O"
FINISH FLOOR [1 O' O"
PARTIAL WEST ELEVATION 1/4" _ 11 OII
1/a" sTUcco OVER GALV
WIRE LATH, TYVEK AND
WOOD FRAMING
PARTIAL SOUTH ELEVATION 1/4" = ]'Oil
1/8" STUCCO OVER GALV
WIRE LATH, TYVEK AND
WOOD FRAMING
PARTIAL NORTH ELEVATION 1/411 = 11 OII
APPROVED PRODUCT LIST
STATE OF FL,
PRODUCT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL "
STRUCTURAL COMPONET HIO SIMPSON FL 10456
ROOFING ASPHALT GAF SINGLES ALL FL 10124,1
ROOFING UNDERLAYMENT GAF FL 10626.1
WINDOWS
SOFFIT E FASCIA TRIM
EXTERIOR DOORS
SINGLE HUNG
NON IMPACT PLYGEM 1500 FL 16103.1
SOFFIT AMERICAN CONSTRUCTION METALS FL 12019.1
SINGLE SWINGING PLAST PRO FL 11341.1
EXISTING &'0" BLOCK WALL
J
' REMOVE EXISTING WINDOW AND
REMOVE BLOCK DOWN TO SLAB
TO CREATE OPENING TO NEW
ADDITION. LINTEL TO REMAIN, NO
STRUCTURAL CHANGE TO OPENING
ATTACH WOOD WALL TO BLOCK
WALL WITH (5) I/2"X5" EXPANSION -
BOLTS EQUALLY SPACED AT EACH
LOCATION
1/2" A301 ALL THREAD ROD LOCATIONS WITH 5/8"X1"
EXPANSION (1/2"BOLT SIZE) AT SLAB. USE 1/2" COUPLING
NUT TO SECURE ROD TO BOLT , OR DRILL 4" HOLE IN
SLAB AND USE SIMPSON STRUCTURAL ADHESIVE OR A
EQUAL EPDXY TO SECURE ROD IN HOLE, ROD TO
EXTEND THROUGH TOP PLATE WITH 1/2"X2"X2" SQUARE
WASHER AND NUT AT TOP. PLACE RODS AT EACH SIDE
OF OPENINGS, CORNERS AND SPACED MAXIMUM &'0"
OC
NEW 8'O" 2X4 WOOD WALLS
FLOOR PLAN 1/411 _ 1, OII
ALL EXTERIOR WALLS ACT AS SHEAR WALLS
THESE ADDITION CONSTRUCTION DRAWINGS WERE DESIGNED TO COMPLY
WITH ALL OF THE LOADING REQUIREMENTS - SECTION 1103 "STRUCTURAL"
OF THE FLORIDA BUILDING CODE 2011 - EXISTING BUILDING 6TH EDITION
EXISTING &'0" BLOCK WALL
DLO 1DA ILDiNG CAE
04
SQ L ELECTRIC CODE,
THE CITE' Olt ZFpH +�gll3
INANCES
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LIVING AREA
124 SQ, Pt,
FOUNDATION PLAN 1/4" = 1' OII
«
u
T.J ' HANSON .E. ICEISE 440. 38654
in )ADE &T� �k 33526
I HERBY CERTIFI3--TA,AT�T4ES PIL b SPECIFICATIONS
WERE PREPAfi2Ep.BY M1= 00R �k[5® DIRECT SUPERVISION
ARE IN COMP[ #ONCE 11lITH GHiAf 1= `16; SECTION 1609 OF THE
FLORIDA BUILDII Gd�QDE Cal- "I .,, DITION AND ASCE 1-10
FOR 13S MPH WIND Z® It l 4TEGORY II AND THE ENTIRE
2011 BUILDING CODE RESIDENTIAL 6TH ADDITION
P'r...i
OF 2
IN
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
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 1609
COMPONENT 4 CLADDING WIND LOADS
WIND DESIGN ASSUMPTIONS:
BUILDING EXPOSURE - B
BUILDING RISK CATEGORY - II
MEAN ROOF HEIGHT 30' OR LESS
HEIGHT 4 EXPOSURE ADJUSTMENT
COEFFICIENT - 1.0
ENCLOSED BUILDING
INTERNAL PRESSURE COEFFICIENT - +/- 0.18
WIND SPEED SHOWN AT THE BOTTOM RIGHT
CORNER OF THIS SHEET
ALL STRUCTURAL ELEMENTS, EXTERIOR
WALLS AND INTERIOR WALLS SHALL BE
TYPE V CONSTRUCTION PER FBC 602.5
ALL OTHERCOMPONENT
BUILDING
ROOF OVERHANG
ZONE
LOADS
LOADS
1
N/A
+32.3/-353
2
-65.1
+32.3/-56.2
3
-110.6
4
N/A
+35.3/-38,2
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 RESPONIS15LE 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 26 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,
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 SETTER 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
SOIL TERMITE TREATMENT:
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES
APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR
USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION.
2x4 CROSS -BRACING 6 RIDGE
20'-0" MAX I 7
lip
I
pm
00
ON
11
mmo
1
a
0
10
INN
MUNI
SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY ADDITIONAL
BRACING OR CROSS BRACING REQUIREMENTS
REQ. MINIMUM I TRUSS 5RACING
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
TOP/BOTTOM CHORD GABLE
% END BRACING v 48" O.C. MAX
FOR THE FIRST 4 ROWS OF
TRUSSES (MIN 2X4 )
lU
J
4
CONT. BOTTOM CHORD
BRACING 0'x4" MIN.) o
10'-O" MAX.
A "CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED
PEST CONTROL COMPANY BEFORE A "CERTIFICATE OF OCCUPANCY" WILL BE ISSUED, THE CERTIFICATE
SHALL STATE
"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES,"
IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION,
DO NOT APPLY. A SIGNED FIVE YEAR CONTRACT FROM THE ISSUE
OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION, MAINTENANCE AND MONITORING OF THE
BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM
MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL.
INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION,
BACKFILLING 4 COMPACTION ARE COMPLETE
ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED
(INCLUDING ANY BOXED OR FORMED AREAS) -
BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE
WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF AN
ADEQUATE SIZE 4 DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE
INITIAL TREATMENT.
A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT
SHALL BE REQUIRED
ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER
MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT
EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS
AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS
COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION), ANY SOILS DISTURBED AFTER THE
VERTICAL BARRIER IS APPLIED, SHALL BE RE -TREATED.
CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE
BUILDING SIDEWALLS (PER FBC R318).
AFTER ALL WORK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW
AND WITHIN 12 INCHES OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES, TUB TRAP BOXES
FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS.
THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS: PAINT AND DECORATIVE
CEMENTITIOUS FINISHES LESS THAN 5/8 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION
WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES TO ALLOW FOR INSPECTION
FOR FUTURE TERMITE INFESTATIONS
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(2)(1) 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 (WITHIN 6 FEET OF SINKS), GARAGE AND AT
EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND -FAULT INTERRUPTER "GFI" CIRCUIT.
ALL ELECTRICAL OUTLETS IN BEDROOMS SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER
"Am" CIRCUIT.
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 SQ. FT,
B) BOTTOM EDGE LESS THAN IS 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 R3O8 FOR ADDITIONAL AREAS
THAT MAY BE CONSIDERED .4 HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING.
5'-O"
ROOF EDGE
4�
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2" X 8" RIDGE BOARD
CONT, 2"X4'L-�
USP "RT3" OR -
SIMPSON "H3"
HURR. STRAP m
48" O.C. TYP,
2"X4" HAILERS
(TYP.)
2"X4" VERTICAL SCAB im 46" O.C.
(MAX.) CONN. W/ 4-16D NAILS m
TOP 4 USP "RT3" OR SIMPSON "H3"
HURRICANE CLIP AT BOTTOM,
2" X 6" (02 YELLOW PINE)
RAFTERS m 24" O.C,
USP "RT3" OR
SIMPSON 11H3"
PURR. STRAP
EACH END
2" X 8" RIDGE BOARD
SIMPSON H3 FRAMING
ANCHOR TYP.
ROOF SHEATHING
VERT. SCAB
BEVEL CUT
TYP,
CONT, 2"X4"
NAILER TYP.
(2-16D NAILS
PER TRUSS)
USP "RT3" OR
SIMPSON "143"
PURR, STRAP m SECTION IIA11-IIAII
48" O.G. TYP.
BUSSES BELOW SHEATHED
RIOR TO VALLEY FRAMING
ISTALLATION.
X ro" ("2 YELLOW PINE)
VALLEY FRAMING (TYP.)
COMMON TRUSS
END NOT EXPOSED TO WIND
ROOF VALLEY DETAIL -
NOT -TO -SCALE
0
PROVIDE MINIMUM 16" 26 GA VALLEY FLASHING o
AT ALL ROOF CHANGES AND SIDE WALL AREAS °
0
PER FBC 1012,5 /R103,15, 103,8., 903.2 AND SO5
PLACE ROOF CEMENT COATING AT ROOF DECKS 0 0
EDGES OF FLASHING AND ALL LAPS. NAIL FLASHING ° °
WITH 1 1/2" ROOF NAILS 12" OC 0 0
0 °
o °
0 °
° ° °
0 °
0
0
0
° SIDE WALLS OR CHIMNE`
0 0 0
0
° o MINIMUM 8"X8" 26 GA ANGLE FL
0 OR STEP FLASHING, SEE NOTE <
0 ROOF DECK AT SIDE WALLS
TYPICAL ROOF FLASHING DETAIL
NOT TO SCALE
STUD SPACING
L- BRACING
NO
L-BRACING
(1) 2 X 4
L BRACING
(2) 2 X 4
L BRACING
(2) 2 X 6
L BRACING
16"
0'-0" TO 4'5"
4'-5" TO 8'0"
8'011- 12-0"
12'0" TO 16'O"
24"
0'-0" TO 4'0"
4'0" TO TO"
1'0" TO 10'0"
10'0" TO 14'0"
p NO ANGLE BRACING REQUIRED WHEN
GABLE IS NO MORE THAN 24" TALL IN
CENTER
4
l7
BACKNAIL W/ (2) I&D NAILS
4
GABLE END
5 -o PARTIAL ROOF PLAN 5 -0
ZONE O 8d RING SHANK NAILS AT 6" O.C. AT EDGES
8d RING SHANK NAILS AT 6" O.C. INTERMEDIATE
ZONES 2O 3O ad 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 NAILINC-s
NOT TO SCALE
O
O
NOTE: NO L BRACING REQUIRED WHEN
PEAK OF GABLE IS 4'0" OR LESS
BRACING TO EXTEND AT LEAST 90
45 DEGREES OF WEB LENGTH ( SEE TABLE ABOVE)
MAXIMUM
STEP DOWN GABLE TRUSS WITH ONE LAYER
I/2" CDX SHEATHING OR 1/I6" OSB NAILED
WITH 8D COMMON NAILS 4" OC
SIMPSON LSTA24 OR EQUAL
AT 2'0" OC ( TYP)
2X4 ANGLE BRACING AT 48" OC ALONG
GABLE END NAIL ENDS TO 2 X 4 BLOCKING
WEB BLOCKING WITH (2) 160 TOE NAILS
WOOD BEAM OR
WALL BELOW
1/2" EXTERIOR
CEILING BOARD 2 J( 4 NAILER ATTACHED TO BOTTOM
CORD OF GABLE TRUSS AND COMMON
TRUSS WITH 2 EACH 120 COMMON NAILS
AT EACH UPRIGHT MEMBER ON GABLE
GABLE END BRACING DETAIL
NOT TO SCALE
2 X 4 WEB BLOCKS NAILED IN BETWEEN
WEBS WITH (2) 16D NAILS EACH END WITH
(6) 16D NAILS AT EACH END NAIL TO 2X1
4-16D TOE NAILS tv
RIDGE BOARD END
USE lU SIMPSON HIO CLIP AT A
TRUSSES TO WOOD WALLS, FILL
NAIL HOLES WITH IODXI 1/2" NAI
1NG 8b" BLOCK WALL
ROOF TRU88 PLAN 1/4II _ 11 OII
HVAC PLAN 1/4 = 11 OII
—T.L. VAN -SON FEE, LICENrE NO 38654
1110
PVO S fAi ADE CI F r33526
I HERBY CE1�11 �,1%42-� ESE 'LA,t*C C" NDT SPECIFICATIONS
WERE PREPAI"I"-t j i0 DIa%,�T,,DIRECT SUPERVISION
ARE IN COMPLIA E tUlT�l"CF�A�T.FlI� SECTION 1609 OF THE
FLORIDA BUILDIN g�,2IiT LtiDDITION AND ASCE 1-10
FOR 139 MPH WIND Z� 14 A#7EGORY II AND THE ENTIRE
2011 BUILDING CODE RESIDENTIAL 6TH ADDITION
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