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EXISTING HEATED. 1,444 SQ.FT.
JOB DESCRIPTION:
REMOVE CEILING IN LIVING ROOM & KITCHEN
BEAM REATACH EXISTING RA
ERS
INSTALL NEW RIDGE
ENLARGE ENTRANCE TO FLORIDA ROOM ADD NEW
OVER FLORIDA ROOM &
HEADER
PORCH
STRUCTURE
2,006 SQ -FT
CONSTRUCT NEW ENTRY
IINREXISTING ROOF NE ON NEW OOVER OF OVER
INSTALL TO O
LIVING & KITCHEN.
WALKS & DRIVES
834 SQ-
r �
POOL DECK
987 SQ -FT -
ADDITIONAL PORCH
84 SQ—
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FT-TOTAL COVERED
3,968SQ.FT.
9,750 SQ -
LOT AREA
Lot 18 &THE
FT -POST CONSTRUCTION 40%
PLAN
LOT COVERAGE
Ast 6' of lot 20
A
1`
JOB DESCRIPTION:
REMOVE CEILING IN LIVING ROOM & KITCHEN
BEAM REATACH EXISTING RA
ERS
INSTALL NEW RIDGE
ENLARGE ENTRANCE TO FLORIDA ROOM ADD NEW
OVER FLORIDA ROOM &
HEADER
PORCH
REPLACE CEILING & ROOF
INSTALL NEW HEADER AND POST AT NORTH END 0
STEPS AND ADD RAISED F
PORCH
ORCH
CONSTRUCT NEW ENTRY
IINREXISTING ROOF NE ON NEW OOVER OF OVER
INSTALL TO O
LIVING & KITCHEN.
IN STALL TWO SKOYLIGHTS
REPLACE EXISTING INSULATION WITH 5 1/2" ICYE
E SPRAY INSULATION.
T .y+�� r,r '� � y�9' 1"
:
3
Lot 18 &THE
WEST 19.2' OF
PLAN
LOT 16 & E
Ast 6' of lot 20
A
SITE
1
scale i"= 30'-0"
JOB DESCRIPTION:
REMOVE CEILING IN LIVING ROOM & KITCHEN
BEAM REATACH EXISTING RA
ERS
INSTALL NEW RIDGE
ENLARGE ENTRANCE TO FLORIDA ROOM ADD NEW
OVER FLORIDA ROOM &
HEADER
PORCH
REPLACE CEILING & ROOF
INSTALL NEW HEADER AND POST AT NORTH END 0
STEPS AND ADD RAISED F
PORCH
ORCH
CONSTRUCT NEW ENTRY
IINREXISTING ROOF NE ON NEW OOVER OF OVER
INSTALL TO O
LIVING & KITCHEN.
IN STALL TWO SKOYLIGHTS
REPLACE EXISTING INSULATION WITH 5 1/2" ICYE
E SPRAY INSULATION.
New coverage less then 400 sq. ft
TABLE OF C(
SHEET 1
SHEET 2
SHEET 3
SITE / PLAN DESIGN INFORMATIC
FOUNDATION/ FOUNDATION DE1
FLOOR PLAN / WALL SECTIONS
SHEET 4
SHEET 5
SHEET 6
BUILDING ELEVATIONS
GENERAL NOTES
STRUCTRUALO ES & SPECIFIC
N
NOTES:
CONTRACTOR TO VERIFY FIELD CONDITIONS.
CONTRACTOR TO NOTIFY DESIGNER CONFLICTS BETW
CONTRACTOR RESPONCIABLE FOR MEANS & METHOD`
BUILDING CODE RESIDED
WIND SPEED
1301
WIND EXPOSURE
EXPO
TYPE OF CONSTRUCTION T
OCCUPANCY CLASS
REMODEL CATAGORY ALTER)
ISK LEVEL II
NATIONAL FIRE PROTECTION CODE 2017
LOT COVERAGE
NET Ct
PLAN DATE i
Revisions RMI
BLOCKING 48" O.C.
AT GABLE ENDS
2'x 1'8" x12" NAIL 5/8"
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in existing footing 3#5 EW
Existing
stair
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WITH SIMPSON MSTAM 36. W/ (13) 10d WOOD BEAM
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FLORIDA ROOM
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JACKS TO
EXISTING
LIVING ROOM FLOOR BEAM
2
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HTS 30
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NEW LVL BEAM
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META12 4" EMBEDMENT MIN.
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GENERAL NOTES:
1. THE CONTRACTOR SHALL VERIFY ALL CONDITIO IS AND
DIMENSIONS AT THE JOB SITE PRIOR TO COMMENCING WORK.
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES BETWEEN
THE DRAWINGS AND EXISTING CONDITIONS TO HE DESIGNER &
OWNER PRIOR TO COMMENCING WORK.
2. THE CONTRACTOR SHALL SUPPLY, LOCATE AND 13UILD INTO THE
WORK ALL INSERTS, ANCHORS, ANGLES, PLATESOPENINGS,
SLEEVES, HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE
REQUIRED TO ATTACH AND ACCOMMODATE OTHER WORK.
3. ALL DETAILS AND SECTIONS SHOWN ON THE DR WINGS ARE
INTENDED TO BE TYPICAL AND SHALL BE CONST WED TO APPLY
TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK EXCEPT
WHERE A DIFFERENT DETAIL IS SHOWN.
4. SUBSURFACE SOIL CONDITION INFORMATION IS'INOT AVAILABLE.
FOUNDATIONS ARE DESIGNED FOR A SOIL BEARING CAPACITY OF
2,000 PSF. THE CONTRACTOR SHALL REPORT ANY DIFFERING
CONDITIONS TO THE DESIGNER & OWNER PRIG � TO
COMMENCING WORK.
5. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION
WITH
JOB SPECIFICATION AND ARCHITECTURAL, MECF
ANICAL,
ELECTRICAL, PLUMBING, AND SITE DRAWINGS,
CONSULT THESE
DRAWINGS FOR SLEEVES, DEPRESSIONS AND OT
DETAILS
NOT SHOWN ON STRUCTURAL DRAWINGS.
6. ALL BOLTS, NUTS, WASHERS, STRAPS AND FASTENERS
INCLUDING NAILS, SHALL BE HOT DIP GALVANIZED OR STAINLESS
STEEL. CONTINUOUS ANCHORAGE SHALL BE PROVIDED
BETWEEN ALL TRUSSES, WALL SECTIONS, BEAMS, POSTS AND
FOOTINGS WITH USE OF STRAPS AND CONNECTORS AS
SPECIFIED HEREIN.
7. ALL SPECIFIED FASTENERS MAYBE SUBSTITUTEI] WITH DEVICE
OF EQUAL OR GREATER COMPACITY.
8. THE INSTALLATION OF THE FASTENERS SHALL B8 IN
ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.
WIND BRACING (1ST AND 2ND FLOORS) 4'-0" X '4" x 1/2"
EXTERIOR GRADE PLYWOOD SIDING. NAIL 6" O.0 FIELD
AND EDGE.
Install Z Flashing
ABOVE WINDOW TRIM
LAP HOUSEWRAP OVER
FIN AT WINDOW HEAD ONLY
THEN SEAL WITH PEEL STICK TAPE
WINDOW FLASHING 1
NTS scale A6
ye't'�x�w:�o� +�"t�s`t�fir5ricr
Seal All Fins with
6" Peel & Stick (FIN TO HOUSEWRAP)
LAP ALL JOINTS FROM
ie Vinyl Window.
AND SEAL WIDOW
JUFACTURES RECOMADATIONS
Stick Sill Flashing
VER HOUSE WRAP
RMINATIONS)
NOT
USED
2X12 SYP #2 LEDGER FASTEN TO ROOF
WITH 3/8"SMPSON SDS SCREWS. TWO
SCREWS INTO EACH EXISTING RAFTER
1 SIMSON SDWC SCREW
EACH RAFTER TO LEDGER
ROOF OVER FRAMING CONNECTION DETAIL
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CONCRETE:
1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS NOTED
OTHERWISE. PLACEMENT SHALL BE IN ACCORDANCE
WITH ACI 318.
1. ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED PER AITC AND TPI
AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. IN
ACCORDANCE WITH TABLE 2304.6.1 & 2304.10.1 (UNLESS OTHERWI",E NOTED)
2. ALL STRUCTURAL WOOD MEMBERS SHALL BE SOUTHERN YELLOW PINE.
UNLESS NOTED OTHERWISE.
2. ALL CONCRETE SLABS ON GRADE SHALL BE THE
THICKNESS INDICATED ON THE DRAWINGS, OVER 3.
MINIMUM 6 MIL POLYETHYLENE VAPOR BARRIERS.
SUCH SLABS SHALL BE REINFORCED WITH 6" X 6"
#10/10 WELDED WIRE FABRIC LAPPED 8" AT EDGES
AND ENDS.
3. FILL UNDER CONCRETE SLABS SHALL BE CLEAN SAND
OR ROCK AND FREE OF DEBRIS AND OTHER
DELETERIOUS MATERIAL. FILL SHALL BE COMPACTED
TO A DENSITY OF AT LEAST 95% OF STANDARD
PROCTOR MAXIMUM DRY DENSITY (ASTM D1557).
UNLESS NOTED OTHERWISE THE FOLLOWING MINIMUM GRADES SHALL BE
USED:
A. STRUCTURAL LIGHT FRAMING SIZE 2" TO 4" THICK X 2" TO 4" WIDE;
NO. 2 NON -DENSE OR BETTER.
B. STUDS SIZE 2" TO 4" THICK X 2" TO 6" WIDE; NO. 2 DENSE OR BETTER
.C. STRUCTURAL JOIST AND PLANKS SIZE 2" TO 4" THICK X 5" TO 8"
WIDE; NO. 2 OR BETTER; 9" TO 12" WIDE; NO. 1 OR BETTER.
D. LIGHT FRAMING SIZE 2" TO 4" THICK X 3" TO 4" WIDE; NO. 2 NON -
DENSE OR BETTER.
E. STUD GRADE S.P.F. CAN BE USED IN LIEU OF SOUTHERN YELLOW
PINE FOR STUDS ONLY
4. PLYWOOD SHEETING SHALL BE APA STRUCTURAL 1., GROUP 1 SIZE AND SPAN
4. FOOTINGS SHALL BEAR UPON UNDISTURBED TREATED
RATING AS SHOWN ON THE DRAWINGS. NAIL WITH 8D NAILS (COMMON OR
SOIL OR UPON SOIL COMPACTED TO AT LEAST 95% OF
GUN) AT 6" O.C. ALONG PANEL EDGE AND 6" O.C. AT INTERMEDIATE
STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM
SUPPORTS.
D1557: FOR A DEPTH OF AT LEAST THREE (3') FEET
5. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH
BELOW THE BOTTOM OF THE FOOTING,
MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE TREATED.
5. WHERE SHOWN, CORES OF BLOCK MASONRY SHALL
6. CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES AS SHOWN ON THE
BE FILLED WITH GROUT OR PEA GRAVEL CONCRETE
DRAWINGS AND AS NECESSARY AND SUITED FOR EACH APPLICATION.
WITH MINIMUM COMPRESSIVE STRENGTH OF 3000
FASTENINGS SUBJECT TO MOISTURE SHALL BE HOTDIP GALVANIZED TO ASTM
PSI AT 28 DAYS AND REINFORCING STEEL AS
A-153-80, OR STAINLESS STEEL.
INDICATED ON THE DRAWINGS,
6. REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60
DEFORMED NEW BILLET STEEL CONFORMING TO ACI
301, ACI 315, ACI 318 AND CRSI MANUAL OF
STANDARD PRACTICE LATEST EDITIONS. MINIMUM
LAP SPLICES SHALL BE 48 BAR DIAMETER.
7. ALL CONTINUOUS VERTICAL AND HORIZONTAL
REINFORCING STEEL IN FOOTING, BEAMS AND
COLUMNS SHALL BE SPLICED A MINIMUM OF 48 BAR
DIAMETERS OR 24", WHICHEVER IS GREATER.
8. CONCRETE COVER OF REINFORCING STEEL SHALL BE
AS FOLLOWS:
A. FOOTINGS: 3" BOTTOMS AND SIDES, 2" TOP.
B. BEAMS 11 /2" BOTTOM, SIDES AND TOP.
C. COLUMNS: 11/2".
D. SLABS ON GRADE: 2" BOTTOM, 1" TOP.
E. OTHERS PER ACI 318.
9. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-
185, FREE FROM OIL, SCALE AND RUST AND PLACED IN
ACCORDANCE WITH THE TYPICAL PLACING DETAILS,
OF ACI STANDARDS AND SPECIFICATIONS. MINIMUM
LAP SHALL BE ONE SPACE PLUS TWO INCHES.
7. ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH AISC
SPECIFICATIONS. MANUFACTURED BY SIMPSON STRONG TIE.
8. SOLID BLOCK ALL JOISTS AND RAFTERS AT POINTS OF SUPPORT.
9. PREFABRICATED STRUCTURAL TRUSSES SHALL COMPLY WITH NFPA NATIONAL
DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, TPI DESIGN
SPECIFICATIONS FOR METAL PLATE -CONNECTED WOOD TRUSSES AND AITC
100.
10. ALL TRUSSES SHALL BE DESIGNED AND CERTIFIED BY THE TRUSS
MANUFACTURER'S STATE OF FLORIDA REGISTERED ENGINEER.
11. CONTRACTOR SHALL CORRELATE WITH TRUSS MANUFACTURER TO ENSURE
THAT ADEQUATE BEARING IS PROVIDED AT END REACTIONS OF ALL GIRDER
TRUSSES.
12, TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS TO THE
CONTRACTOR AND DESIGNER FOR REVIEW AND APPROVAL PRIOR TO
FABRICATION. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION
OF DIMENSIONS, MATERIALS AND CONDITIONS.
13. BRACE TRUSSES DURING ERECTION AND AFTER PERMANENT INSTALLATION TO
COMPLY WITH TPI BWT-76.
14. MICROLLAMS (OR EQUAL PARALAMS, LVL'S, ETC) SHALL BE USED WHERE
SPECIFIED ON ENGINEERED PLANS AND INSTALLED IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS. ANY EDGES OR ENDS EXPOSED TO
THE WEATHER SHALL BE PROTECTED BY THE INSTALLATION OF 36 GA., MIN.,
GALVANIZED STEEL FLASHING.
DESIGN LOADS:
THE STRUCTURAL SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 6th edition
2017 FLORIDA BUILDING CODE. THE FOLLOWING WIND LOAD REQUIREMENTS, IN ACCORDANCE WITH 6th
edition 2017 FLORIDA BUILDING CODE - BUILDING, CHAPTER 16, STRUCTURAL DESIGN
SECTION 1609 AND ASCE 7-10, WERE USED IN THE DESIGN OF THE STRUCTURE:
THE FOLLOWING SUPERIMPOSED LOADINGS HAVE BEEN UTILIZED:
ROOF:
LIVE LOAD- 20 PS
DEAD LOAD- 10 PSF
LIVING AREAS: LIVE LOAD -40 PSF
DEAD LOAD -10 PSF
WIND: SECTION 1609 OF THE 6th edition 2017 FLORIDA BUILDING CODE FOR THE 130 MPH
WIND ZONE.
CHAPTER 3 ( USE & OCCUPANCY) GROUP OCCUPANCY: "R"
CHAPTER 5 ( BUILDING HEIGHTS & AREAS) HEIGHT < 20 FT
CHAPTER 6 ( TYPE OF CONSTRUCTION) TYPE OF CONSTRUCTION: (VB)
FULLY ENCLOSED
IMP = 1
EXP=B
RISK CAT #2
STRUCTURAL CALCULATIONS USING GRAVITY LOADS HAVE BEEN
PERFORMED IN THE DESIGN OF THIS STRUCTURE.
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