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TYPICAL CONSTRUCTION NOTES
<br />GENERAL: PREFABRICATED WOOD TRUSSES
<br />1. OWNER/BUILDER/CONTRACTOR TO VERIFY ALL DETAILS AND
<br />DIMENSIONS PRIOR TO CONSTRUCTION
<br />2. PROVIDE (1) No. 5 ELECTRICAL GROUND TO FOUNDATION STEEL
<br />3. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE -
<br />RESIDENTIAL 7TH EDITION (2020)
<br />4. OWNER/BUILDER/CONTRACTOR SHALL PROVIDE ALL MEASURES
<br />NECESSARY TO PROTECT STRUCTURE(S) AND ALL PERSONS
<br />DURING CONSTRUCTION. HE/THEY SHALL SUPERVISE AND
<br />DIRECT ALL WORK AND BE RESPONSIBLE FOR ALL CONSTRUCTION.
<br />5. OWNER/BUILDER/CONTRACTOR SHALL COORDINATE ARCHITECTURAL,
<br />MECHANICAL, AND ELECTRICAL DRAWINGS FOR ANCHORS, EMBEDS
<br />AND SUPPORTS OR ANY OTHER ITEMS WHICH AFFECT THE
<br />STRUCTURAL DRAWINGS.
<br />6. EXTERIOR USE OF CEMENT PLASTER (STUCCO) SHALL COMPLY WITH
<br />THE APPLICATION REQUIREMENTS OF ASTM C 926
<br />SITE PREPARATION:
<br />1. ALL ORGANIC AND REFUSE MATERIALS AND/OR SOFT AREAS SHALL
<br />BE REMOVED AND SOIL PREPARED TO AN ALLOWABLE BEARING
<br />PRESSURE OF 2000 P.S.F..
<br />2. ANY CONDITIONS WHICH COULD PREVENT THE ATTAINMENT
<br />OF 2000 P.S.F. SHALL BE NOTED TO THE ARCHITECT AND
<br />ENGINEER IMMEDIATELY.
<br />SLABS ON GRADE:
<br />1. COMPACT INTERIOR FILL TO 95% MINIMUM OF MODIFIED
<br />PROCTOR MAXIMUM DRY DENSITY ASTM D1557 OPTIMUM
<br />MOISTURE CONTENT. SOIL COMPACTION SHALL BE
<br />FIELD CONTROLLED BY A REPRESENTATIVE FROM A
<br />QUALIFIED LABORATORY APPROVED BY THE ENGINEER.
<br />EACH LAYER OF FILL SHALL NOT EXCEED 10" AND
<br />SHALL BE COMPACTED PRIOR TO PLACEMENT OF
<br />NEXT FILL LAYER.
<br />2. ALL FLOOR SLABS SHALL BE PLACED UPON A
<br />4" THICK SAND LAYER FOR FINE GRADING.
<br />3. 6 MIL POLY VAPOR BARRIER SHALL BE PLACED
<br />OVER TERMITE PROTECTED FILL PRIOR
<br />TO FOOTING OR SLAB POURS.
<br />CONCRETE AND REINFORCING:
<br />1. ALL CONCRETE WORK SHALL CONFORM TO ACI STANDARD
<br />BUILDING CODES FOR REINFORCED CONCRETE (ACI 318-14)
<br />2. ALL CONCRETE SHALL HAVE A MINIMUM FC = 2000 P.S.I.
<br />WITH PREFERRED FC = 2500 P.S.I. AT 28 DAYS,
<br />INCLUDING SLABS, FILLED CELLS AND LINTELS
<br />3. FOUNDATION DESIGN IS BASED ON A MINIMUM SOIL BEARING
<br />CAPACITY OF 2500 P.S.F..
<br />4. REBARS SHALL CONFORM TO ASTM A-615 GRADE 40, AND
<br />25" MINIMUM LAP AT ALL JOINTS. SLABS WITH FIBER MESH
<br />FABRIC SHALL CONFORM TO ASTM A-185
<br />5. VERTICAL WA REBAR
<br />E LL REINFORCING SHALL BE STANDARD HOOK
<br />WITH A PROJECTION OF 25" MINIMUM ABOVE SLAB AND A
<br />7" MINIMUM EMBEDMENT.
<br />6. ALL STANDARD REINFORCING STEEL 90 HOOKS SHALL EXTEND
<br />AT LEAST (12) BAR DIAMETERS BEYOND THE BEND.
<br />EXTENSION LEG = 10" FOR No. 5 REBAR, 14" FOR No. 7 REBAR
<br />AND 12" FOR No 3 REBAR
<br />7. ALL VERTICAL REINFORCEMENT SHALL TIE INTO FOUNDATION STEEL
<br />BY MEANS OF (1) No.5 REBAR WITH STANDARD HOOK AND
<br />TIE INTO CONTINUOUS BOND BEAM BY MEANS OF (1) STANDARD
<br />HOOK (25" LAP MINIMUM).
<br />8. COVERAGE FOR REINFORCEMENTS SHALL BE AS FOLLOWS:
<br />FOOTING 3" MIN, SLABS ON GRADE 1 1/2" FROM TOP, LINTELS AND
<br />BOND BEAMS 1 1/2" FROM TOP (ON STIRRUPS)
<br />9. ACI-318-08 BUILDING REQUIREMENTS FOR REINFORCED CONCRETE
<br />AISC CODE OF STANDARD PRACTICE:
<br />MANUAL OF STEEL CONSTRUCTION, 9TH EDITION S-301 SPECIFICATIONS
<br />FOR THE DESIGN, FABRICATION AND ERECTION OF STEEL
<br />FOR BUILDINGS INCLUDING SUPPLEMENTS
<br />SPECIFICATIONS FOR STRUCTURAL JOINTS USING
<br />ASTM A-325 BOLTS STRUCTURAL WELDING CODE AWS D1.1
<br />AISI SPECIFICATIONS FOR DESIGN OF LIGHT GAUGE
<br />COLD FORMED ASHRA E FOR MECHANICAL WORK
<br />OTHER STANDARDS LISTED IN THEIR RESPECTIVE
<br />SECTIONS IN SPECIFICATIONS
<br />MASONRY:
<br />1. MASONRY CONSTRUCTION SHALL CONFORM TO ACI STANDARD
<br />BUILDING CODES FOR MASONRY STRUCTURES (ACI 530-13),
<br />2. CONCRETE BLOCKA BLOCKS ND S SHALL I6-11 SPECIFICATIONS)
<br />C1 ) FORM TO ASTM C9028 DAY
<br />STRENGTH EQUAL TO 2000 P.S.I. , FM = 1500 P.S.I. LAID
<br />IN RUNNING BOND
<br />3. ALL VERTICAL REINFORCING BARS SHALL BE TIED TO
<br />FOOTING DOWELS AND BOND BEAM WITH STANDARD HOOK.
<br />ENTIRE BUILDING ENVELOPE IS SHEARWALL. SHALL BE
<br />CONSIDERED TO BE SHEARWALL SEGMENTS.
<br />4. MORTAR SHALL BE TYPE "S" OR "M".
<br />5. WHERE SHOWN, VERTICAL CELLS SHALL BE POURED SOLID
<br />WITH GROUT AT MINIMUM COMPRESSIVE STRENGTH OF
<br />2500 P.S.I. AT 28 DAYS, GROUT SLUMP NOT LESS THAN 8"
<br />AND REINFORCED WITH MINIMUM No.5 REBAR AND
<br />25" MINIMUM OVERLAP.
<br />6. GROUT FOR FILLED CELLS SHALL BE POURED OR PUMPED IN
<br />LIFTS NOT TO EXCEED TEN (10) FEET IN HEIGHT, AND SHALL BE
<br />CONSOLIDATED AT TIME OF POURING BY RODDING
<br />OR VIBRATING.
<br />7. PROVIDE KNOCKOUT IN CMU AT BASE OF EACH FILLED CELL
<br />FOR VISUAL VERIFICATION OF COMPLETE GROUT PENETRATION.
<br />STRUCTURAL LUMBER:
<br />1. SEE TRUSS TABLE FOR ANCHORAGE.
<br />2. GRAVITY LOADS WERE TAKEN INTO ACCOUNT IN DESIGN
<br />3. ALL STRUCTURAL AND LOAD BEARING LUMBER SHALL HAVE
<br />A MINIMUM Fb = 1200 P.S.L.
<br />4. ANY WALLS GREATER THAN 9 FEET HIGH SHALL HAVE NO LESS
<br />THAN ONE INTERMEDIATE BRIDGING SPACED NO MORE THAN
<br />72" APART.
<br />5. ALL LOAD BEARING WALLS SHALL HAVE DOUBLE SOUTHERN YELLOW
<br />PINE #2 TOP PLATES. SOLE PLATES ON MASONRY SHALL BE
<br />SALT SOLUTION PRESSURE TREATED. STUDS 16" O.C. MAX
<br />6. ALL OTHER BEARING LUMBER SHALL BE No. 2 SOUTHERN YELLOW PINE
<br />AND SHALL BE BASED ON MAXIMUM SPANS FOR RAFTERS AND JOISTS
<br />7. NON BEARING WALLS SHALL HAVE STUDS 24" O.0 MAX
<br />8. FURRING STRIPS SHALL BE 16" TO 24" O.C.
<br />STRUCTURALSTEEL:
<br />1. STEEL WORK SHALL CONFORM TO THE AISC SPECIFICATIONS FOR
<br />THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL
<br />STEEL FOR BUILDINGS LATEST EDITION.
<br />2. STRUCTURAL STEEL SHALL CONFORM TO ASTM-36
<br />INTERIOR GENERAL NOTES:
<br />1. DOMESTIC CLOTHES DRYER DUCTS SHALL HAVE A SMOOTH INTERIOR
<br />FINISH WITH JOINTS RUNNING THE DIRECTION OF THE AIRFLOW.
<br />THE MAXIMUM LENGTH SHALL NOT EXCEED 25 FEET (7260 MM)
<br />FROM THE DRYER LOCATION TO THE DISCHARGE TERMINAL.
<br />THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 30"
<br />(762 MM) FOR EACH 45 (0.79 RAD) BEND AND 5 FEET (1524 MM)
<br />FOR EACH 90 (1.6 RAD) BEND. THE EXHAUST DUCT SHALL BE
<br />A MINIMUM SIZE OF 4 (102 MM) IN DIAMETER. THE ENTIRE EXHAUST
<br />SYSTEM SHALL BE SUPPORTED AND SECURED IN PLACE.
<br />FLEXIBLE DUCT CONNECTORS USED IN CONNECTIONS WITH
<br />DOMESTIC DRYER SHALL BE METALLIC, NOT MORE THAN 6 FEET
<br />(1829 MM) IN LENGTH AND AN APPROVED TYPE. FLEXIBLE DUCT
<br />CONNECTORS SHALL NOT BE CONCEALED WITH IN CONSTRUCTION.
<br />2. ALL WATER CLOSETS TO BE 1.6 GALLON MAXIMUM.
<br />3. ALL SLIDING GLASS DOORS TO BE TEMPERED. ALL GLASS
<br />WITHIN 24" OF A DOOR SHALL BE TEMPERED. ALL GLASS IN
<br />WET AREAS SUCH AS BATHROOMS AND KITCHENS SHALL BE
<br />TEMPERED.
<br />4. UNLESS OTHERWISE NOTED, ANGLED WALLS ARE 45 .
<br />5. ALL MEDICINE CABINETS ARE RECESSED AND BOTTOMS ARE
<br />SET AT 54" AFF. SIZE: 14" X 18" UNLESS NOTED OTHERWISE.
<br />6. CONSIDER ALL APPLIANCES ELECTRIC UNLESS NOTED.
<br />7. 50 GALLON WATER HEATER UNLESS NOTED.
<br />8. ALL CEILINGS INCLUDING GARAGE AND PORCHES TO BE 1/2" GYP
<br />9. ALL CEILING HEIGHTS ARE FROM FINISHED FLOOR 0'-0" AFF
<br />1. WOOD ROOF TRUSSES SHALL BE DESIGNED BY AN
<br />ENGINEER REGISTERED IN THE STATE OF FLORIDA.
<br />SIGNED AND SEALED TRUSS CALCULATIONS AND
<br />DRAWINGS SHALL BE SUBMITTED TO THE PROJECT
<br />ENGINEER FOR APPROVAL PRIOR TO FABRICATION.
<br />DRAWINGS SHALL INCLUDE CRITICAL DIMENSIONS FOR
<br />DETERMINING FIT AND PLACEMENT. DESIGN LOADING
<br />CRITERIA IS SHOWN IN THE GENERAL NOTES ON THIS
<br />DRAWING.
<br />2. ALL TRUSSES AND OTHER ROOF STRUCTURAL
<br />COMPONENTS SHALL BE FABRICATED IN A PROPERLY
<br />EQUIPPED MANUFACTURING FACILITY OF A PERMANENT
<br />NATURE. ALL TRUSSES SHALL BE FABRICATED UNDER
<br />STRICT RULES OF THE TRUSS PLATE INSTITUTE (T.P.I.)
<br />3. TRUSSES SHALL BE HANDLED WITH CARE SO THEY
<br />ARE NOT DAMAGED. HORIZONTAL BENDING SHALL BE
<br />KEPT TO A MINIMUM DURING ERECTION.
<br />4. INSTALL ERECTION BRACING TO HOLD THE TRUSSES TRUE
<br />AND PLUMB DURING CONSTRUCTION.
<br />5. TRUSS FRAMING HARDWARE NOT SHOWN ON THE DRAWINGS
<br />SHALL BE DESIGNED BY THE TRUSS ENGINEER. ALTERNATE
<br />CONNECTORS TO THOSE SHOWN ON THE DRAWINGS MAY BE
<br />SUBMITTED FOR APPROVAL.
<br />6. TRUSSES SHALL BE FABRICATED FROM THE FOLLOWING
<br />MATERIALS:
<br />a. CHORDS SHALL BE A MINIMUM SIZE OF 2x4 AND SHALL
<br />BE #2 SOUTHERN YELLOW PINE OR BETTER.
<br />b. WEBS AND BRACING SHALL BE A MINIMUM SIZE OF 2x4
<br />AND SHALL BE #3 SOUTHERN YELLOW PINE OR BETTER.
<br />c. TRUSS PLATES SHALL BE 20 GAGE MINIMUM WITH A
<br />MINIMUM YIELD OF 33,000 PSI AND SHALL BE G60,
<br />COMMERCIAL CLASS HOT DIPPED GALVANIZED BEFORE
<br />STAMPING.
<br />7. MAXIMUM ALLOWABLE TRUSS DEFLECTION DUE TO THE
<br />SUPERIMPOSED LIVE AND DEAD LOADS SHOWN IN THE
<br />GENERAL NOTES OF THE CONSTRUCTION DOCUMENTS,
<br />INCLUDING SELF WEIGHT OF THE TRUSS, SHALL BE
<br />AS FOLLOWS:
<br />a. ATTACHED TO PLASTER = L/360
<br />b. ELSEWHERE = L/240
<br />SECTION R318: PROTECTION AGAINST TERMITES
<br />R318.1 TERMITE PROTECTION
<br />TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED
<br />TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES,
<br />BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER
<br />APPROVED METHODS OF TERMITE PROTECTION LABELED
<br />FOR USE AS A PRESERVATIVE TREATMENT TO NEW CONSTRUCTION.
<br />SEE SECTION 202, REGISTERED TERMITICIDE. UPON
<br />COMPLETION OF THE APPLICATION FO THE TERMITE
<br />PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE
<br />SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST
<br />CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT:
<br />"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR
<br />THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS
<br />IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE
<br />FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES"
<br />INCLUDING ALL ADDITIONAL CODES R138.1.1 THRU R318.1.8
<br />R318.2 PENETRATION
<br />PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE
<br />SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE -CONTAINING
<br />MATERIALS. IF SOIL TREATMENT IS USED FOR SUBTERRANEAN
<br />TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM
<br />WALL THICKNESS OF 0.010 INCH (0.25mm), AND BE SEALED
<br />WITHIN THE SLAB USING A NONCORROSIVE CLAMPING DEVICE
<br />TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE
<br />AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE.
<br />R318.3 CLEANING
<br />CELLS AND CAVITIES IN MASONRY UNITS AND AIR GAPS
<br />BETWEEN BRICK, STONE OR MASONRY VENEERS AD THE
<br />STRUCTURE SHALL BE CLEANED OF ALL NON PRESERVATIVE -TREATED OR
<br />NON -NATURALLY DURABLE WOOD, OR OTHER CELLULOSE -CONTAINING
<br />MATERIAL PRIOR TO CONCRETE PLACEMENT. INCLUDING ALL EXCEPTIONS.
<br />R318.4 CONCRETE BEARING LEDGE
<br />NOT APPLICABLE TO THIS PROJECT
<br />R318.5 PROTECTION AGAINST DECAY AND TERMITES
<br />CONDENSATE LINES, IRRIGATION/SPRINKLER RISERS FOR SPRAY
<br />HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST
<br />1 FOOT (305mm) AWAY FROM THE STRUCTURE SIDEWALL,
<br />WHEATHER BY UNDERGROUND PIPING, TAIL EXTENSIONS
<br />OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE
<br />REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN
<br />6 INCHES (152mm) HORIZONTAL PROJECTION EXCEPT FOR
<br />GABLE END RAKES OR ON A ROOF ABOVE.
<br />R318.6 PREPARATION OF BUILDING SITE AND REMOVAL OF DEBRIS
<br />INCLUDE ALL CODES R318.6.1 THRU R318.6.3
<br />R318.7 INSPECTIONS FOR TERMITES
<br />IN ORDER TO PROVIDE FOR INSPECTION OF TERMITE INFESTATION,
<br />CLEARANCE BETWEEN EXTERIOR WALL COVERINGS AND FINAL EARTH
<br />GRADE ON THE EXTERIOR OF A BUILDING SHALL NOT BE LESS THAN 6 INCHES
<br />(152mm). INCLUDING ALL EXCEPTIONS
<br />R318.8 FOAM PLASTIC PROTECTION
<br />IN AREAS WHERE THE PROBABILITY OF TERMITE INFESTATION IS "VERY HEAVY".
<br />AS INDICATED IN FIGURE R301.2(6), EXTRUDED AND EXPANDED POLYSTRENE,
<br />POLYISOCYANU RATE AND OTHER FOAM PLASTICS SHALL NOT BE INSTALLED ON
<br />THE EXTERIOR OF FACE OR UNDER INTERIOR OR EXTERIOR FOUNDATION WALLS
<br />OR SLAB FOUNDATION LOCATED BELOW GRADE. THE CLARENCE BETWEEN FOAM
<br />PLASTICS INSTALLED ABOVE GRADE AND EXPOSED EARTH SHALL BE AT LEAST
<br />6 INCHES (152 mm). INCLUDING ALL EXCEPTIONS
<br />DISCLAIMER:
<br />PLANS, NOTES, SPECIFICATIONS, DETAILS AND ALL OTHER INFORMATION
<br />DEPICTED ON THIS SHEET AND ALL ATTACHED SHEETS HAS BEEN
<br />PREPARED TO MEET FBC STANDARDS LATEST EDITION. IT IS THE
<br />RESPONSIBILITY OF THE OWNER/ BUILDER/CONTRACTOR TO VERIFY LOCAL,
<br />COUNTY AND STATE CODE ENFORCEMENT AGENCIES, COMPLIANCE WITH
<br />BUILDING CODES AND ORDINANCES FOR CONSTRUCTION. ANY CHANGES
<br />MADE TO THE PLANS AFTER APPROVAL BY GOVERNING AREA MUST BE
<br />DONE SO WITH THE CONSENT OF DESIGN PROFESSIONAL ANY CHANGES
<br />MADE WITHOUT CONSENT WILL FORFEIT THE DESIGN PROFESSIONAL FROM
<br />ANY LEGAL CONTINGENCIES WHICH MAY RESULT FROM CHANGES.
<br />GENERAL NOTES
<br />1. DO NOT SCALE THESE DRAWINGS, IT SHALL BE THE RESPONSIBILITY OF THE
<br />CONTRACTOR TO CHECK ALL DIMENSIONS AND VERIFY THE BUILDING POSITION
<br />WITH IN THE SETBACK LINES PRIOR TO COMMENCING CONSTRUCTION.
<br />2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE
<br />HIMSELF WITH ALL EXISTING CONDITIONS. ALL EXISTING CONDITIONS ARE
<br />NOT NECESSARILY SHOWN HEREON.
<br />3. ALL TRADES SHALL BE RESPONSIBLE TO READ ALL DETAILS AND SPECIFICATIONS,
<br />AND PLANS - ARCHITECTURAL, STRUCTURAL, MECHANICAL, ETC. FOR PROPER
<br />COORDINATION. IF ANY CONFLICTS EXIST, THAT TRADE SHALL NOTIFY THE
<br />CONTRACTOR OF THE SAME, PRIOR TO CONSTRUCTION.
<br />4. THE CONTRACTOR SHALL DIRECT ANY DISCREPANCIES TO THE ARCHITECT PRIOR
<br />TO CONSTRUCTION, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR WORK
<br />WHICH PROCEEDS WITHOUT DUE COURSE AND COORDINATION.
<br />5. ACCESSIBILITY REQUIREMENTS: ACCESSIBLE BATHROOM DOORS SHALL HAVE A
<br />29" CLEAR OPENING - A 2'-8" DOOR PROVIDES A 29" MIN. CLEAR OPENING.
<br />ALL BATHROOMS ARE ACCESSIBLE IN THIS FLOOR PLAN.
<br />6. EGRESS WINDOWS ARE SHOWN ON THE PLANS AND
<br />ELEVATIONS.
<br />7. CONTRACTOR TO FIELD VERIFY ALL ROUGH OPENING FOR ALL OPENINGS
<br />AND COORD WITH WINDOW AND DOOR ORDER/ INSTALL, TYP.
<br />NOTE:
<br />ALL STRUCTURAL & MISC. STEEL TO BE A36 U.N.O.
<br />Fy = 40 KSI. (UNLESS NOTED OTHERWISE)
<br />STRUCTURAL DESIGN CRITERIA
<br />DESIGN CONFORMS TO FLORIDA BUILDING CODE
<br />7TH EDITION 2020 (RESIDENTIAL)
<br />DESIGN WIND VELOCITY: 145 MPH
<br />WIND IMPORTANCE FACTOR: 1.0
<br />BUILDING CATEGORY - OCCUP CHAP 3. : RESIDENTIAL LESS THAN 33' : YES
<br />WIND EXPOSURE: C / DIRECTION (ALL) RISK CATEGORY: II (FBC TABLE 1604.5)
<br />CONSTRUCTION TYPE: V-B
<br />COMPONENT & CLADDING DESIGN WIND PRESSURES: SEE TABLES ON THIS PAGE
<br />ROOF LIVE LOAD 20 PSF
<br />FLOOR LIVE LOAD 40 PSF
<br />FLOOR DEAD LOAD (WOOD) : 20 PSF
<br />FLOOR DEAD LOAD (CONCRETE) : 55 PSF
<br />CONCRETE (AT 28 DAYS): 3000PSF (SEE SPECS)
<br />REINFORCING STEEL: REFER TO SPECS, DRAWINGS
<br />STRUCTURAL STEEL: ASTM A-36 (U.O.N.) ANY DISCREPANCY CONTACT ARCHITECT/ ENG., TYP.
<br />LUMBER MIN. : 1150
<br />USE (MINIMUM) SOUTHERN PINE NO. 2 OR DOUGLAS FIR NO. 2. PRESSURE TREATED (PT)
<br />AS INDICATED.
<br />SOIL BEARING PRESSURE 2000 PER SQ. FT. SEE FOUNDATION PLAN
<br />TO BE FIELD VERIFIED PRIOR TO PLACING FOOTING REINFORCEMENT
<br />OR CONCRETE POUR - NOTIFY DESIGNER IMMEDIATELY IF SOIL FAILS TO
<br />STRUCTURAL DESIGN SHALL BE IN COMPLIANCE WITH THE FBC 7TH EDITION 2020, RESIDENTIAL.
<br />AND LOCAL ORDINANCE AND REGULATIONS.
<br />145 MPH ENCLOSURE EXP B ALLOWABLE STRESS DESIGN
<br />THIS PLAN HAS BEEN DESIGNED TO COMPLY WITH ALL PROVISIONS OF THE FBC-2020
<br />INCLUSIVE OF ASCE 7-16 WIND PROVISIONS FOR A NOMINAL DESIGN (3 SEC GUST)
<br />OF 145 MPH (Vult). AS DEFINED IN SECTION 1609, THIS STRUCTURE MEET
<br />THE REQUIRMENT FOR AN ENCLOSED BUILDING AND AS SUCH BEEN DESIGNED W/ AN INTERNAL
<br />PRESSURE COEFFICIENT OF +18 AND -18, UNADJUSTED FOR ZONES 1.2.3. DESIGN HAS UTILIZED
<br />A WIND IMPORTANCE FACTOR OF 1.0 FOR BUILDING CATEGORY II IN AN EXPOSURE B WITH A MEAN
<br />ROOF HGT OF 30 FEET AND COMPLIES W/ WIND SPEED MAPS ADOPTED BY LOCAL JURISDICTION.
<br />WINDOWS, DOORS, COMPONENTS, DESIGN WIND PRESSURES (ENCLOSED BUILDING)
<br />70NF. I OCAI WINDOW SUPPI IFR TO VERIFY ACCFPTARI F WINn MAP
<br />Basic wind speed = 145 mph
<br />Wind importance factor = 1 Live Load Floor = 40 PSF Live Load Roof = 20 PSF
<br />Building category = II Dead Load Floor = 15 PSF Dead Load Roof = 22 PSF
<br />Wind Exposure = B
<br />Internal Pressure Coefficient = +/ 0.18
<br />COMPONENT AND CLADDING WIND LOADS BASIC WIND SPEED V MPH - 3 SECOND GUST = 160
<br />Effective
<br />Roof Angle
<br />Wind
<br />Area
<br />0-7 Degrees
<br />7-27 Degrees
<br />27-45 Degrees
<br />Wall
<br />(SQFT)
<br />1
<br />2
<br />3
<br />1
<br />2
<br />3
<br />1
<br />2
<br />1 3
<br />4
<br />5
<br />10
<br />11.21-27.0
<br />11.21-46.0
<br />11.21-69.0
<br />15.9/-25.0
<br />153.9/-44.0
<br />15.91-65.0
<br />25.3/-27.0
<br />25.31-32.0
<br />25.302.0
<br />27.700.0
<br />27.707.0
<br />20
<br />10.61-26.0
<br />10.6141.0
<br />10.6/-57.0
<br />14.51-24.0
<br />14.5/40.0
<br />14.51-60.0
<br />24.61-26.0
<br />24.600.0
<br />24.61-30.0
<br />26.41-28.0
<br />26.404.0
<br />50
<br />10.01-26.0
<br />10.01-34.0
<br />10.0141.0
<br />12.7/-23.0
<br />12.705.0
<br />12.71-55.0
<br />23.61.24.0
<br />23.61-29.0
<br />23.61-29.0
<br />24.71-27.0
<br />24.71-31.0
<br />100
<br />10.01-25.0
<br />10A/-30.0
<br />10.01-30.0
<br />11.21-22.0
<br />11.21-32.0
<br />11.21-51.0
<br />22.91-22.0
<br />22.91-27.0
<br />22.91-27.0
<br />23.51-25.0
<br />23.51-28.0
<br />500
<br />1
<br />1
<br />1
<br />20.61-22.0
<br />20.61-22.0
<br />LOADS TAKEN FROM TABLE r301.2(2) FROM THE 2020 FLORIDA RESIDENTIAL BUILDING CODE
<br />2. HURRICANE PROTECTION AT OPENINGS. PROVIDE WOOD STRUCTURAL PANELS (7/16" Min.) PER SECTION
<br />R301.2.1.2 OF THE 2020 FLORIDA RESIDENTIAL BUILDING CODE
<br />ROOF WIND ZONES
<br />DESIGN PRESSURES FOR THE ROOF ZONES ARE TAKEN FROM THE
<br />MOST CONSERVATIVE CASE. (INCLUDING ROOF SLOPE, EFFECTIVE
<br />AREA AND VERHANG CONDITIONS)
<br />ZONE 1 +23.75 -25.5
<br />ZONE 2 +23.75 -3.00
<br />ZONE 3 +23.75 -30.0
<br />1. ANY WINDOW, ALL OR PART, WHICH IS WITHIN 6' OF A CORNER
<br />SHALL BE CONSIDERED ZONE 5 PER CHART ABOVE, ALL OTHER
<br />WINDOWS ARE CLASSIFIED IN ZONE 4.
<br />2. ROUND AREA DOWN TO THE LARGEST PRESSURE IN THE CHART ABOVE.
<br />DESIGN PRESSURES ABOVE REPRESENT THE NET PRESSURE (SUM OF
<br />EXTERNAL AND INTERNAL PRESSURES) APPLLIED NORMAL TO ALL
<br />SURFACES. COMPONENT MANUFACTURER SHALL USE THE HIGHER OF THE
<br />TWO NUMBERS FOR APPLICABLE SQUARE FOOTAGE.
<br />GENERAL ROOF LOADING
<br />SHINGLE
<br />METAL
<br />TILE
<br />HEAVY
<br />ROOF (PSF)
<br />ROOF (PSF)
<br />ROOF (PSF)
<br />ROOF (PSF)
<br />TOP CHORD LL
<br />20
<br />20
<br />20
<br />20
<br />TOP CHORD DL
<br />10
<br />10
<br />15
<br />25
<br />BOTTOM CHORD LL*
<br />0
<br />0
<br />0
<br />0
<br />BOTTOM CHORD DL
<br />10
<br />10
<br />10
<br />10
<br />TOTAL (PSF)
<br />40
<br />40
<br />45
<br />55
<br />BOTTOM CHORD LL (OPT)
<br />ATTICS W/ LIMITED STORAGE
<br />20
<br />ATTICS W/ HEAVY STORAGE
<br />50
<br />* ATTICS W/ NO STORAGE
<br />10
<br />(NON -CONCURRENT)
<br />NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH
<br />WRITTEN
<br />APPROVAL FROM FOR OR INDICATED ON PLAN
<br />GENERAL FLOOR LOADING
<br />TOP CHORD LL
<br />40 PSF
<br />COMMENTS:
<br />TOP CHORD DL
<br />10 PSF
<br />BOTTOM CHORD LL
<br />0 PSF
<br />BOTTOM CHORD DL
<br />5 PSF
<br />BUILDING CODE CRITERIA
<br />FLORIDA BUILDING CODES:
<br />NEW BUILDING CODE:
<br />FLORIDA BUILDING CODE -BUILDING 7TH EDITION (2020)
<br />FLORIDA BUILDING CODE-RESIDENTAL 7TH EDITION (2020)
<br />ELECTRICAL CODE:
<br />NATIONAL ELECTRICAL CODE 2017
<br />PLUMBING CODE:
<br />FLORIDA BUILDING CODE -PLUMBING 7TH EDITION (2020)
<br />MECHANICAL CODE:
<br />FLORIDA BUILDING CODE -MECHANICAL 7TH EDITION (2020)
<br />GAS CODE:
<br />FLORIDA BUILDING CODE -FUEL GAS 7TH EDITION (2020),
<br />NFPA 58 LIQUIFIED PETROLEUM GASES LATEST EDITION
<br />NFPA 13 INSTALLATION OF SPRINKLER SYSTEMS.
<br />LATEST EDITION OSHA
<br />ACCESSIBILITY CODE:
<br />FLORIDA BUILIDING CODE -ACCESSIBILITY 7TH EDITION (2020)
<br />ENERGY CODE:
<br />FLORIDA BUILDING CODE -ENERGY CONSERVATION 7TH EDITION (2020)
<br />FIRE CODES:
<br />FLORIDA FIRE PREVENTION CODE WITH CURRENT FBC EDITION (2020)
<br />FL APPROVAL CODES
<br />SIMPSON:
<br />HGUM = 13904
<br />AB44 = 10849.1
<br />BC4 = 10860.2
<br />H 10A = 11478.2
<br />HUC410 = 10655.78
<br />HETA20 = 11473
<br />CC46 = 10860
<br />WINDOWS & DOORS:
<br />SINGLE HUNG WINDOWS: FL16103
<br />PICTURE WINDOWS: FL16104
<br />SINGLE DOOR INSWING: FL20461.1
<br />DOUBLE DOOR OUTSWING: FL20461.3
<br />ALL WINDOW AND DOOR GLAZING TO
<br />BE IMPACT RESISTANT
<br />ALL FLORIDA PRODUCT APPROVALS HAVE BEEN VERIFIED FOR
<br />APPROVAL AND MEETS FBC 2020 7th EDITION.
<br />IF APPLICABLE, THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY PATRICK SULLIVAN, AIA AS INDICATED USING A DIGITAL SIGNATURE. o
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<br />PARCEL NUMBER: 11-26-21-0010-113 00-0060 z
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<br />LOCATED AT:
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<br />ZEPHYRHIL
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<br />33542
<br />PASCO COUNTY, FL
<br />ZEPHYRHILLS, FLORIDA
<br />OVERALL LOCATION MAP:
<br />NOT TO SCALE
<br />GEOTECHNICAL DISCLAIMER: SUBSURFACE INFORMATION ON THESE
<br />DRAWINGS WAS PROVIDED BY OTHERS. THE ACCURACY OF THIS
<br />INFORMATION IS NOT GUARANTEED AND IT IS NOT TO
<br />CONSTRUCTED AS PART OF THE PLANS GOVERNING CONSTRUCTION
<br />OF THE PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR
<br />TO INQUIRE WITH [OWNER] IF ADDITIONAL INFORMATION IS
<br />AVAILABLE TO MAKE ARRANGEMENTS TO REVIEW THE SAME PRIOR
<br />TO BIDDING, TO CONDUCT WHATEVER SITE INVESTIGATION OR
<br />TESTING THAT MAY BE REQUIRED, AND TO MAKE OWN
<br />DETERMINATIONS AS TO ALL SUBSURFACE CONDITIONS.
<br />NOTE:
<br />1. ALL AREAS WHERE WATER AND OR MOISTURE IS INDICATED
<br />OR KNOWN TO BE WILL REQUIRE 1/2" MOISTURE RESISTANT
<br />GYPSUM BOARD. ASTM C1396 & ASTM C 630
<br />WATER-RESISTANT GYPSUM BACKING BOARD.
<br />2. STUCCO SHALL BE APPLIED PER ASTM C926, STANDARD
<br />SPECIFICATION FOR APPLICATION OF PORTLAND
<br />CEMENT -BASED PLASTER. ASTM C 1063 STANDARD
<br />SPECIFICATION FOR INSTALLATION OF LATHING AND FURRING
<br />TO RECEIVER INTERIOR AND EXTERIOR PORTLAND
<br />CEMENT -BASED PLASTER. STUCCO HAS A MIN 7/8"
<br />THICKNESS AND ALL HORIZONTAL REINFORCEMENT AS PER
<br />ASTM STANDARDS AND LOCAL GOVERNING CODES.
<br />3. HORIZONTAL REINFORCEMENT FOR EVERY OTHER COURSE PER
<br />ASTM AND LOCAL GOVERNING CODES.
<br />MATERIAL SYMBOLS LIST
<br />CONCRETE BLOCK
<br />RIGID
<br />INSULATION
<br />2X FRAMED
<br />WALLS
<br />GRAVEL
<br />FINISHED
<br />/ / /
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<br />UNDISTURBED
<br />WOOD
<br />EARTH
<br />D`
<br />PLYWOOD
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<br />CONCRETE
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<br />BATT OR
<br />BLOWN IN
<br />STUCCO OR
<br />INSULATION
<br />GYP BD
<br />SYMBOLS &
<br />ABBREVIATIONS
<br />CENTER LINE ] ELEVATION NUMBER
<br />SHEET NUMBER
<br />ELEVATION MARKER
<br />q SECTION LETTER
<br />X❑ LINTEL CALL OUT 4.3
<br />SHEET NUMBER
<br />A.F.F. ABOVE FINISHED FLOOR INT. INTERIOR
<br />B.F.F. BELOW FINISHED FLOOR S.F. SQUARE FOOTAGE
<br />CLG CEILING TYP. TYPICAL
<br />(SYP) NO.2 SOUTHERN
<br />YELLOW PINE
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<br />COMPLIANCE NOTES:
<br />TO THE BEST OF OUR KNOWLEGE AND
<br />BELIEF, THESE PLANS ARE IN
<br />COMPLIANCE WITH THE FLORIDA
<br />BUILDING CODE 2020, SEVENTH EDITION
<br />TO THE BEST OF MY KNOWLEDGE
<br />AND BELIEF THESE DRAWINGS ARE
<br />IN COMPLIANCE WITH THE STATE
<br />OF FLORIDA MINIMUM BUILDING
<br />CODES INCLUDING:
<br />2020 MECHANICAL CODE, SEVENTH EDITION
<br />2020 PLUMBING CODE, SEVENTH EDITION
<br />FL FIRE PREVENTION CODE LATEST EDITION AND,
<br />THE 2017 NATIONAL ELECTRICAL CODE
<br />THE 2020 LIFE SAFETY CODE, SEVENTH EDITION
<br />THE 2020 FLORIDA BUILDING CODE EXISTING, SEVENTH EDITION
<br />SHEET INDEX
<br />PERMIT SET
<br />AO-00
<br />COVER SHEET / CODE DATA
<br />AO-01
<br />GENERAL SPECS
<br />AO-02
<br />GENERAL SPECS
<br />Al -01
<br />FOUNDATION AND PLUMBING PLANS
<br />A2-01
<br />EXTERIOR ELEVATIONS
<br />A2-02
<br />FLOOR PLAN AND SCHEDULES
<br />A8-01
<br />ROOF PLAN
<br />A8-02
<br />BUILDING SECTIONS
<br />A8-03
<br />BUILDING SECTIONS
<br />S 1 -01
<br />DETAILS
<br />S1-02
<br />DETAILS
<br />AS-01
<br />ARCHITECTURAL SITE PLAN
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<br />SQUARE
<br />FOOTAGE CALCULATIONS
<br />PROPOSED RESIDENCE ....... 1,370 SQ. FT. LIVING SPACE
<br />REAR PORCH ....... 150 SQ. FT.
<br />FRONT PORCH ....... 164 SQ. FT.
<br />PROJECT TOTAL ........................... 1,684 SQ. FT.
<br />SCOPE OF WORK:
<br />- NEW CONSTRUCTION OF A THREE BEDROOM,
<br />- TWO BATHROOM RESIDENTIAL RESIDENCE.
<br />PARCEL NUMBER FOR PROJECT LOCATION:
<br />11-26-21-0010-11300-0060 STATUS: VACANT
<br />DESIGN PROFESSIONAL NOTES
<br />DESIGN PROFESSIONAL REVIEW AND APPROVAL OF TRUSS
<br />INFORMATION AND LINTEL INFORMATION IS BASED UPON THE
<br />INFORMATION CONTAINED HEREIN. SHOULD THE OWNER OR
<br />CONTRACTOR CHANGE TRUSS COMPANIES OR LINTEL COMPANIES,
<br />FURTHER REVIEW BY THE BUILDING ENGINEER IS REQUIRED.
<br />TO THE BEST OF MY KNOWLEDGE, THESE PLANS
<br />AND SPECIFICATIONS COMPLY WITH THE
<br />APPLICABLE MINIMUM BUILDING CODES
<br />AND APPLICABLE FIRE SAFETY STANDARDS.
<br />ALL WORK SHALL COMPLY WITH PREVAILING REVIEW DATE
<br />CODES FLORIDA BUILDING CODE, CITY OF ZEPHYRHIL 1
<br />NATIONAL ELECTRIC CODE,
<br />AND THE CITY OF ZEPHYRHILLS PLAN EXAMINER
<br />ORDINANCES
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<br />DATE: 04/05/2021
<br />DRAWN: J.11.5.
<br />CHECKED: P.A.S.
<br />PROJECT: 2102
<br />SHEET NUMBER
<br />AO-00
<br />1 OF 12
<br />
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