HomeMy WebLinkAbout5034 17th StWALL HEIGHT T 4"
WALL HEIGHT 6' 8"
DEMOLITION NOTES OF HATCHED AREAS:
I. REMOVE ELECTRICAL AND I-IVAC SYSTEMS IN CEILINGS.
2, REMOVE ROOF SYSTEM DOWN TO LOAD BEARING WALLS
3. REMOVE ALL EXTERIOR DOORS AND WINDOWS
4. REMOVE ALL LENTILS OVER EXISTING DOORS AND WINDOW
5. REMOVE WALLS CLOUDED AREA
SEE PROPOSED PLAN FOR NEW CONSTRUCTION
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
21' g11
IIIAI I LlFlr WT t A"
DEMOLITION PARTIAL FLOOR PLAN 1/411 = 11 O11
DIMENSIONS ARE APPROXIMATE AND MUST
BE FIELD VERIFIED BY CONTRACTOR BEFORE
CONSTRUCTIONS BEGINS
ALL HEIGHT 8' O"
b
WALL HEIGHT 1' 4"
WALL HEIGHT 6' 8"
21' a"
4' On v 3' I" J' 411 v 3' 411 v I wAI I LlFIr LIT '1' A"
2' 811
2. 811
10, 0"
A - AIOYC/ 1.1"
EXISTING PARTIAL FLOOR PLAN 1/411 = 1' O11
DIMENSIONS ARE APPROXIMATE AND MUST
BE FIELD VERIFIED BY CONTRACTOR BEFORE
CONSTRUCTIONS BEGINS
TALL HEIGHT 8' O"
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S' O" . - WALL HEIGHTS_ _
RAISED WALLS TO MATCH
ORIGINAL HOUSE WALL HEIGHTS
VERIFY IN FIELD 2 O
NEW ROOF EXISTING ROOF
LAP SIDING
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TEXTURED STRUCK BLOCK
O' O" HOUSE FINISH FLOOR _ - - - - -�
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EXISTING BRICK VENEER
PROPOSED PARTIAL WEST ELEVATION 1/4" = 11 011
III
EXISTING ROOF
MASONRY CHIMNEY TO BE
MINIMUM 36" ABOVE THIS
ROOF PEAK
LAP
NEW ROOF
-ADJUST PITCH AT THIS ROOF
�O PEAK DOES NOT EXTEND
YER THE FRONT ROOF PEA14
PROPOSED PARTIAL EAST ELEVATION 1/411 = 11 011
HARDI LAP SIDING
EXISTING ROOF PITCH TO VERIFIED
PRIOR TO ORDERING ROOF TRUSSES
ALONG WITH HEEL HEIGHT TO ASSURE
THEY MATCH EXISTING HOUSE
I VERIFY
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PROPOSED NORTH ELEVATION 1/4►1 = 11 011
PROPOSED SOUTH ELEVATION 1/411 _ 11 011
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
7iI
CONSTRUCTION NOTES
I. RAISE ALL LOW WALLS TO 8'0" TALL, INSTALL NEW LENTILS
OVER ALL OPENINGS. SEE WALL SECTION DETAIL
2, REMOVE AND REPLACE ALL EXTERIOR DOORS AND WINDOWS
IN AREAS ONLY THAT NEW ROOF IS BEING INSTALLED, VERIFY
SIZES IN FIELD.
3. INSTALL R-30 ATTIC INSULATION IN LIVING AREAS WHERE
NEW TRUSSES ARE INSTALLED
4, INSTALL 1/2" CEILING TYPE GYPSUM BOARD IN ALL AREAS
WHERE NEW TRUSSES ARE INSTALLED
5, INSTALL NEW LIGHTING IN ALL AREAS WHERE NEW TRUSSES
ARE INSTALLED
6, RE INSTALL HVAC DUCT SYSTEM IN ALL LIVING AREAS
WHERE NEW TRUSSES ARE INSTALLED
77' all
PROPOSED PARTIAL FLOOR PLAN 1/411 = 11 OII
DIMENSIONS ARE APPROXIMATE AND MUST
BE FIELD VERIFIED BY CONTRACTOR BEFORE
CONSTRUCTIONS BEGINS
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
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ADDITION AREA
PORCH
221 SQ. FT.
GARAGE 85 SQ. FT,
PG
2OF(o
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1 Il L
LINTELS ON THIS PROJECT ARE AS SPECIFIED ON THIS
CHART UNLESS NOTED ON FLOOR PLAN BY OPENING
LINTEL LOAD CHART l 16" DEEP SECTION )
CLEAR SPAN
CONCRETE U LINTEL
1' - 6"
4981 PLF ( UNFILLED J
2' - 2"
3435 PLF ( UNFILLED
2' - 8"
21T1 PLF ( UNFILLED J
3' - 2"
2332 PLF ( UNFILLED J
4' - O"
1835 PLF ( UNFILLED J
4' - 6"
1624 PLF ( UNFILLED J
5' - 2"
213S PLF ••
6' - 2"
2211 PLF «
1- 0"
1981 PLF «
8'-O"
1123PLF«
9' - 2"
1489 PLF «
10' - O"
1354 PLF «
10' - 8"
12-M PLF ••
•• - DENOTES 05 REBAR X CONT, PLACED IN BOTTOM COURSE AND
16" DEEP BEAM POURED SOLID WITH 2500 PSI CONCRETE.
« P - DENOTES PRE STRESSED U LINTEL WITH 45 REBAR X CONT,
PLACED IN BOTTOM COURSE t I6" DEEP BEAM POURED SOLID
WITH 2500 PSI CONCRETE
ATTACH MINIMUM 3/4" P.T. BUCK STRIP
THAT IS THE MINIMUM WIDTH OF YOUR
WINDOW FRAME USING ,091 X 1 3/8"
T- NAILS MAXIMUM 10" OC
8" X 8" X 16" KNOCK OUT BLOCK
TOP COARSE WITH 1 •5 HORIZONTAL
REBAR TIED TO ALL VERTICAL RODS
I~�
ro• 8" PRECAST LINTEL BLOCK
OVER ALL OPENINGS. I EACH
�O. 05 REBAR IN THIS COARSE WHEN
SPAN OF LINTEL OVER 51'
STANDARD PRECAST DETAIL
SECURING WINDOW TO BUCK STRIPS PER
YOUR MANUFACTURES INSTRUCTION TO MEET
WIND LOAD AND COMPRESSION RATINGS FOR
YOUR JOB LOCATION. ALL ANCHOR SCREWS
MUST PENETRATE BLOCK WALL A MINIMUM OF
1 114' AND THERE SHALL BE A MAXIMUM 114
G AND WINDOW FRAME
CAULKED WINDOW PEP
WINDOW MANUFACTURE
RECOMMENDATIONS T,
LOAD AND COMPRES1
FOR YOUR JOB LOCA
BLOCK WINDOW ATTACHMENT DETAIL
NOT TO SCALE
GARAGE DOOR TO BE REINFORCED
TO MEET WIND LOAD AND COMPRESSION
RATINGS FOR YOUR JOB LOCATION. CEILING RAFTER
ALL TRACK AND HARDWARE SECURED
PER MANUFACTURE SPECIFICATIONS TO
MEET WIND LOAD AND COMPRESSION
RATINGS FOR YOUR JOB LOCATION
MINIMUM 2X6 P.T. SIDE PLATE ATTACHED
TO BLOCK WALL USING 1/2"X8" ANCHOR
BOLTS OR 5/8"Xi" EXPANSION BOLTS
4 EACH SIDE. ATTACH TOP 2X6 WITH
2 3/8" T NAILS I6" OC
GARAGE DOOR ATTACHMENT DETAIL
NOT TO SCALE
ATTACH MINIMUM 3/4" P.T. BUCK
STRIP THAT IS THE MINIMUM WIDTH
OF DOOR FRAME USING .091X1 3/8"
T- NAILS MAXIMUM 10" OC.
CAULK DOOR FRAME
MANUFACTURES RECO
SECURING PREHUNG TO BUCK STRIPS
PER YOUR MANUFACTURES INSTRUCTIONS
TO MEET WIND LOADS AND COMPRESSIONS
RATINGS FOR YOUR JOB LOCATION. ALL
ANCHOR SCREWS MUST PENETRATE BLOCK
WALL A MINIMUM OF 1 1/4" AND THERE SHALL
BE A MAXIMUM 1/4" SPACE BETWEEN BUCK
AND DOOR JAMB
BLOCK DOOR ATTACHMENT DETAIL
NOT TO SCALE
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
DRILL I" X 6" HOLE INTO EXISTING BOND BEAM
AND EPDXY 45 REBAR FROM NEW BOND E
INTO EXISTING BOND BEAM,
DRILL I"X6" HOLE INTO EXISTING WALLS 2
AND EPDXY 4S REBAR FROM NEW BLOC4
INTO EXISTING BLOCK WALL. REBAR TO I
LONG WITH 6" INTO EXISTING WALL 6" IN t
BLOCK WALL
DRILL 1" X 6" HOLE INTO EXISTING FOOTIT
AND EPDXY 45 REBAR FROM NEW FOOTINGS
INTO EXISTING FOOTINGS
UEEN
NEW BLOCK WALL TO EXISTING WALL DETAIL
NOT TO SCALE
ADD SINGLE DOOR TO EXISTING BLOCK WALL
NOT TO SCALE
ADD DOUBLE DOOR TO EXISTING BLOCK WALL
NOT TO SCALE
ALLOW
JNIT
PUNCH HOLE IN CELL AT EACH
SIDE IF OPENING AND FILL CELL
SOLID WITH 2500 PSI CONCRETE
ALLOW
JNIT
PUNCH HOLE IN CELL AT EACH
SIDE IF OPENING AND FILL CELL
SOLID WITH 2500 PSI CONCRETE
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2011 BUILDING CODE
FOUNDATION FLAN 1/411 = 11 011 �0% 11111111
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—P.O.•5OX IT28, DE CITY,1,43W
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A Q#qr SPECIFICATIONS
W'`DIRECT SUPERVISION
0q,&' •ECTION 1609 OF THE
ION AND ASCE 1-10
GORY 11 AND THE ENTIRE
6TW EDITION
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ADDITION AREA
PORCH
221 SQ, FT,
GARAGE 85 SQ, FT,
PCs
3 OF
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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:
FLOORS:
LIVE LOAD - 40 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) - l P.S.F.
WIND:
BUILDING 15 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 1609.1.1,
COMPONENT 4 CLADDING WIND LOADS
WIND DESIGN ASSUMPTIONS:
BUILDING EXPOSURE - B
BUILDING RISK CATEGORY - 11
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 OTHER
BUILDING
ROOF OVERHANG
COMPONENT
ZONE
LOADS
LOADS
I
N/A
+32.3/-35.3
2
-65.1
+32.3/-56.2
3
-110.6
+32.3/-89.0
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 S1TE
NOR PERFORMING ANY SOIL TESTING.
T.L. WAN50N 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 •5 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.5.1.
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 05 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 11 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 $0. 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 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-I1 INSULATION
ATTIC ACCESS:
ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 80. 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
GARAGE:
NO OPENINGS SHALL BE PERMITTED FROM A GARAGE INTO A SLEEPING ROOM. OTHER OPENINGS
BETWEEN THE GARAGE AND RESIDENCE SHALL HAVE A DOOR (MIN. 1 3/8" THICK), OF SOLID WOOD,
SOLID OR HONEYCOMB CORE STEEL, OR 20-MINUTE FIRE -RATED WITH SELF CLOSING HINGES.
WALLS SEPARATING THE GARAGE AND RESIDENCE SHALL HAVE MIN, 1/2" GYPSUM BOARD
APPLIED TO THE GARAGE SIDE. THE CEILING SHALL HAVE MIN. 1/2" GYPSUM BOARD APPLIED
TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED BY ALL
HABITABLE ROOMS ABOVE WITH MIN, 5/8" 'TYPE-X' GYPSUM BOARD IN COMPLIANCE WITH THE
FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R30S
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
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.
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 I5SUE
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 15 APPLIED, SHALL BE RE -TREATED,
CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE
BUILDING SIDEWALLS (PER FBC R3181
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(2XU 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
"AFI" CIRCUIT.
SAFETY GLAZING:
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF
GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R305:
(U 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 80, 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
THAT 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 15 BROKEN UP INTO TWO OR
MORE APPROXIMATE AREAS WITH NO AREA GREATER THAN 1000 SQ. FT.
1/2" CDX OR 1/16," O5B ROOF SHEATHING
NAILED PER ROOF SHEATHING DETAIL WITH
81) NAILS, USE STEEL PLYCLIPS AND GAF
UNDERLAYMENT AND GAF SHINGLES
RIDGE VENT AS REQUIRED
SEE ROOF TRUSS PLAN FOR TRUSS CONNECTIONS
2X8 PT TOP PLATE
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TYPICAL ROOF FLASHING DETAIL
NOT TO SCALE
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
2"X4" HAILERS
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L BRACING
(2) 2 X 4
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(2) 2 X 6
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16"
0'-0" TO 4'5"
4'-5" TO 810"
8'0"- 12'0"
12'0" TO 16'0"
24"
0'-0" TO 4'0"
4'0" TO TO"
1'O" TO 10'0"
10'0" TO 14'0"
NO ANGLE BRACING REQUIRED WHEN
GABLE IS NO MORE THAN 24" TALL IN
CENTER
BACKNAIL W/ l2) It
2X4 WEB BLOCKS NAILED IN BETWEEN
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NOT TO SCALE
NOTE: NO L BRACING REQUIRED WHEN
PEAK OF GABLE IS 4'0" OR LESS
"L" BRACING TO EXTEND AT LEAST SO 9G
OF WEB LENGTH ( SEE TABLE ABOVE )
DOWN GABLE TRUSS WITH ONE LAYER
CDX SHEATHING OR 1/16" OSB NAILED
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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
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