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<br />STRUCTURAL NOTES
<br />1 CODES:
<br />1.1 FLORIDA BUILDING CODE (2007).RESIDENTIAL AND 2009 SUPLEMENT
<br />1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318 - 99).
<br />1.5 "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES"
<br />BY THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITION.
<br />2 DESIGN CRITERIA:
<br />2.1
<br />DWELLING FLOORS
<br />- 40 PSF LIVE LOAD + 15 PSF DEAD
<br />LOAD.
<br />2.2
<br />BALCONIES
<br />- 40
<br />PSF LIVE LOAD + 15 PSF DEAD LOAD.
<br />2.3
<br />ROOF OVER
<br />LIVING AREAS - 20 PSF LIVE LOAD, 17 PSF
<br />(7 PSF T/C &10
<br />PSF
<br />B/C) DEAD
<br />LOAD
<br />FOR SHINGLE ROOFS; 25 PSF (15 PSF
<br />T/C &10 PSF B/C)
<br />DEAD
<br />LOAD FOR
<br />CONCRETE TILE ROOFS.
<br />2.4
<br />WIND - 120
<br />MPH,
<br />3 SECOND GUST, EXPOSURE "B", IMPORTANCE FACTOR 1.0
<br />2.5
<br />NET UPLIFT
<br />DEAD
<br />LOADS 10 PSF SHINGLE; 15 PSF TILE.
<br />6. FRAMING NOTES:
<br />ALL PLUMBING, ELECTRICAL, AND MECHANICAL
<br />ROUGH -INS MUST BE COMPLETE, INPECTED, AND APPROVED
<br />BEFORE REQUESTING THE FRAMING INSPECTION. FBC 105.6
<br />6.1 WOOD STRUCTURAL FRAMING MEMBERS:
<br />WALL STUDS. - SPF STUD OR CONSTRUCTION GRADE
<br />TOP & BOTTOM PLATE - SPF STD & BTC
<br />BOTTOM PLATE IN CONTACT WITH MASONRY - # 3 SYP PT
<br />I JOIST SQUASH BLOCK I. - SPF STUD OR CONSTRUCTION GRADE
<br />TRUSS BRACING & BLOCKING - SPF STUD OR CONSTRUCTION GRADE
<br />FURRING & B.U.C. STRIP. - # 3 SYP PT
<br />(UNLESS NOTED OTHERWISE ABOVE) # 2 SOUTHERN YELLOW PINE WITH AN
<br />ALLOWABLE BENDING STRESS (Fb) PER NDS - 91 = 1250 PSI AND A MODULUS
<br />OF ELASTICITY = 1.600.000 PSI
<br />6.2 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE
<br />"DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY
<br />THE TRUSS PLATE INSTITUTE, LATEST EDITION, HIB - LATEST EDITION AND QST -
<br />LATEST EDITION.
<br />6.3 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO
<br />BE PRESSURE TREATED.
<br />6.4 ROOF SHEATHING: (APA RATED EXPOSURE 1) 1 /2" PLYWOOD OR 7/16" OSB
<br />MINIMUM SHINGLES OR TILE.
<br />6.5 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR
<br />MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT
<br />WOODEN TOP PLATES.
<br />6.6 5/8" X 7" EXPANSION BOLT OR 1 /2" X 8" A.B. BOLT MAY BE USED
<br />INTERCHANGABLY.
<br />6.7 FOR 1 5/8O TAPSTRAPS CONS WITH MASONRY SCREWS USE (4) -
<br />LONG MASONRY SCREW FOR EVER (2) -10d NAILS.
<br />6.8 SIMPSON PA51 EMBEDED STRAPS MAY BE REPLACED USING SIMPSON MST48
<br />STRAPS WITH 20 - 12d NAILS THRU SHEATHING &INTO STUDS ABOVE & (10) -
<br />3 1/6" T X 1 1/4" LONG MASONRY SCREWS.
<br />6.9 8d NAILS ARE RECOMMENDED FOR ALL SHEATHING NAILING. IF .099 DIA
<br />NAILS ARE USED ALL NAILING PATTERNS SHALL BE MODIRED TO THE FOLLOWING
<br />SCHEDULE:
<br />WALLS
<br />A. NAIL AT BASE 1.5" O.C. W/6d BOX NAIL.
<br />B. NAIL AT TOP PLATE 1.5" O.C. W/6d FOX NAIL.
<br />C. NAIL OPENING PERIMETER 0 1.5" O.C. W/6d BOX NAIL.
<br />D. NAIL INT. AT 3" O.C. W/6d BOX NAIL.
<br />E. STAGGER ALL VERT. JOINTS & NAIL ® 2" O.C. W/6d BOX NAIL.
<br />F. NO SPLICE ® HEADER - NAIL SHEATHING TO HEADER W/6d BOX NAIL ® 2"
<br />0/C.
<br />ROOF
<br />A. 3" O.C. BOUNDARIES.
<br />B. 4" O.C. EDGE'S.
<br />C. 6" O.C. FIELD.
<br />FOUNDATION NOTES
<br />A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY
<br />OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING
<br />INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE
<br />EXPOSED AND A STRING, STRETCHED FROM MARKER TO MARKER
<br />TO VERIFY REQUIRED SETBACKS.
<br />3. SOIL:
<br />3.1 MINIMUM ALLOWABLE SOIL PRESSURE 2000 PSF.
<br />4. CONCRETE:
<br />4.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 3,000
<br />PSI (NORMAL
<br />WEIGHT).
<br />4.2 REINFORCING BARS: ASTM A615 (GRADE 40).
<br />4.3 WELDED WIRE FABRIC (WWF): ASTM A185.
<br />4.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315.
<br />4.5 CONCRETE COVERAGE OF REINFORCEMENT: FOOTINGS 3"
<br />BOTTOM AND SIDES.
<br />4.6 EARTH SUPPORTED SLABS: (INCLUDING EXTERIOR WALK
<br />AND DRIVE SLABS 3
<br />1 /2" THICK MIN., REINFORCED WITH 6 X 6 - W 1.4 X W 1.4
<br />WWF AT MID -
<br />DEPTH OF SLAB. FIBERMESH MAY BE USED IN LIEU OF WWF
<br />AT CONTRACTORS
<br />OPTION.
<br />4.7 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS.
<br />4.8 LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 15".
<br />4.9 SOIL TO BE TREATED FOR TERMITES PER FBC 2007.
<br />SECTIONS: R 320.1 TO R 320.6
<br />GENERAL MASONRY NOTES:
<br />1. MASONRY UNITS: 1 AW ASTM C90
<br />2. MORTAR: TYPE M OR TYPE S 1 AW
<br />3. GROUT. 3/8" MAXIMUM AGGREGATE, 8" - 11" SLUMP 3000 PSI OR ASTM
<br />C476.
<br />4. CONCRETE: 3000 PSI MIN. COMP. STRENGTH AT 28 DAYS FOR FOOTINGS:
<br />2500 PSI FOR SLABS ON GRADE.
<br />5. REINFORCING STEEL: GRADE 40 MIN. AND IDENTIFIED IN ACCORDANCE WITH
<br />ASTM A615, A616, A70.
<br />CEMENTITIOUS COAT FINISH COMPLY W/ ASTMC 1063 AND 926
<br />DESIGN BASED ON FLORIDA BUILDING
<br />WITH 2O08 AND 2009 REVISIONS,
<br />CIS
<br />FBC 2007
<br />PROTECCION AGAINS TERMITES
<br />TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING
<br />SOIL APPLIED PESTICIDES, BAITING SYSTEMS. AND PESTICIDES APPLIED TO WOOD, OR
<br />OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A
<br />PREVENTATIVE TREATMENT TONEW CONSTRUCTION (SEE SECTION 202, REGISTERED
<br />TERMITICIDE).
<br />UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A
<br />CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE
<br />LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING SATATEMENT:
<br />"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF
<br />SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS
<br />STABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER
<br />SERVICES."
<br />IF SOIL TREATMENT USED FOR FOR SUBTERRANEAN TERMITE PRE-VENTION, THE INITIAL
<br />CHEMICAL SOIL TREATMENT INSIDE THE FOUNDATION PERIMETER SHALL BE DONE AFTER
<br />ALL EXCAVATION, BACKFILLING AND COMPACTIONS IS COMPLETE.
<br />IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, SOIL AREA
<br />DISTURBED AFTER INITIAL CHEMICALSOIL
<br />TREATMENT SHALL BE RESTREATED WITH A CHEMICAL SOIL TREATMENT, INCLUDING
<br />SPACES BOXED OR FORMED.
<br />IF SOIL TREATMENT IS USED SUBTERRANEAN TERMITE PREVENTION, SPACE IN
<br />CONCRETE FLOORS BOXED OUT OR FORMED FOR THE SUBSEQUENTINSTALLA11ON OF
<br />PLUMBING TRAPS, DRAINS OR ANY OTHER PURPOSE SHALL BE CREATED BY USING
<br />PLASTIC OR METAL PER-MANENTLY PLACED FORMS OF SUFFICIENT DEPTH TO
<br />ELIMINATE ANYPLANNED SOIL DISTURBANCE AFTER INITIAL CHEMICAL SOIL TREAT-MENT.
<br />IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION. CHEMICALLY
<br />TREATED SOIL SHALL BE PROTECTED WITH A MINIMUN 6 MIL VAPOR RETARDER TO
<br />PROTECT AGAINS RAINFALL DI-LUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER
<br />PLACEMENT. RETREATMENT IS REQUIRED. ANY WORK, INCLUDING PLACEMENT OF
<br />REINFORCING STEEL, DONE AFTER CHEMICAL TREATMENT UNTIL THE CONCRETE FLOOR
<br />IS POURED, SHALL BE DONE IN SUCH MANNER AS TO AVOID PENETRATING OR
<br />DISTURBING TREATED SOIL.
<br />IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION. CONCRETE
<br />OVERPOUR OR MORTAR ACCUMULATED ALONG THE EXTERIOR FOUNDATION PERIMETER
<br />SHALL BE REMOVED PRIOR TO EXTERIOR CHEMICAL SOIL TREATMENT, TO ENHANCE
<br />VERTICAL PENE-TRATION OF THE CHEMICALS.
<br />WINDOW AND DOOR DESIGN PRESSURES ARE +-
<br />IF SOIL IS USED FOR SUBTERRANEAN TERMITE PREVENTION, CHEMICAL SOIL
<br />TREATMENTS SHALL ALSO BE APPLIED UNDERALL EXTERIOR CONCRETE OR GRAVE
<br />WITHIN 1 FOOT (305MM) OF THE PRIMARY STRUCTURE SIDEWALLS. ALSO A VERTICAL
<br />CHEMICAL. BARRIER SHALL BE APPLIED PROMPTLY AFTER CONSTRUCTION IS
<br />COMPLETED . INCLUDING INITIAL LANDSCAPING AND IRRIGATION/SPRINKLER 2 - 1/2" RED HEAD
<br />INSTALLATION. ANY SOIL DISTURBED AFTER THE CHEMICAL VERTICAL
<br />BARRIER IS APPLIED SHALL BE PROMPTLY RETREATED.
<br />IF A REGISTERED TERMIIICIDE FORMULATED AND REGIS-TERED AS A BAIT SYSTEM IS
<br />USED FOR SUBTERRANEAN TERMITE PRE-VENTION. A SIGNED CONTRACT ASSURING THE
<br />INSTALLATION, MAINTE-NANCE AND MONITORING OF THE BAITING SYSTEM FOR A
<br />BOND BEAM-.,
<br />MINIMUMOF LIVE YEARS FROM THE ISSUE OF THE CERTIFICATE OF OCCUPANCY SHALL
<br />BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE POURING OF THE SLAB, AND
<br />THE SYSTEM MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL. IF THE BAILING
<br />SYSTEM DIRECTIONS FOR USEREQUIRE A MONITORING PHASE PRIOR TO INSTALLATION
<br />1#5 VERT. IN CONC.
<br />OF THE PESTI-CIDE ACTIVE INGREDIENT. THE INSTALLATION OF THE MONITORINGPHASE
<br />FILED CELL DIRECTLY
<br />COMPONENTS SHALL BE DEEMED TO CONSTITUTE INSTALLATION OF THE SYSTEM.
<br />BELOW BEARING /
<br />IF A REGISTERED TERMITICIDE FORMULATED AND REGISTERED AS A WOOD TREATMENT
<br />IS USED FOR SUBTERRANEAN TERMITE PREVENTION& APPLICATION OF THE WOOD
<br />TREATMENT TERMITICIDE SHALL BE AS REQUIRED BY LABEL DIRECTIONS FOR USE, AND
<br />MUST BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL.
<br />NFM3 HANGER USP
<br />OR MBHA SIMPSON
<br />WOOD BEAM
<br />SIZE VARIES SEE
<br />SEE ROOF FRAMING
<br />LAYOUT
<br />PENETRATION PROTECTIVE SLEEVES AROUND METALLIC PIP-ING PENETRATING TYPICAL BEAM TO C.M.U.
<br />CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE -CONTAINING
<br />MATERIALS AND , IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE WALL CONNECTION
<br />PROTECTION, SHALL RECEIVED APPLICATION OF A TERMITICIDE IN ANNULAR SPACE
<br />BETWEEN SLEEVE AND PIPE
<br />CLEANING. CELLS AND CAVITIES IN MASONRY UNITS AND AIR GAPS BETWEEN BRICK,
<br />STONE OR MASONRY VENEERS AND THE STRUCTURE SHALL BE CLEANED OF ALL
<br />NONPRESERVATIVE TREATED OR NONNATURALLY DURABLE WOOD, OR OTHER
<br />CELLULOSE -CONTAINING MATERIAL PRIOR TO CONCRETE PLACEMENT.
<br />EXCEPTION: INORGANIC MATERIAL MANUFACTURES FOR CLOSING CELLS IN FOUNDATION
<br />CONCRETE MASONRY UNIT CONSTRUCTION OR CLEAN EARTH FILL PLACED IN CONCRETE
<br />MASONRY UNIT VOIDS BELOW SLAB LEVEL BEFORE TERMITE TREATMENT IS PERFORMED.
<br />CONCRETE BEARING LEDGE. BRICK, STONE OR OTHER VENEER SHALL BE SUPPORTED
<br />BY A CONCRETE BEARING LEDGE AT LEAST EQUAL TO THE TOTAL THICKNESS OF THE
<br />BRICK, STONE OR OTHER VENEER, WHICH IS POURED INTEGRALLY WITH TE CONCRETE
<br />FOUNDATION. NO SUPPLEMENTAL CONCRETE FOUNDATION POURS WHICH WILL CREATE A
<br />HIDDEN COLD JOINT SHALL BE USED WITHOUT SUPPLEMENTAL TREATMENT IN THE
<br />FOUNDA1ON UNLESS THERE IS AN APPROVED PHYSYCAL BARRIER. AN APPROVED
<br />PHYSICAL BARRIER SHALL ALSO BE INSTALLED FROM BELOW THE WALL SILL PLATE OR
<br />FIRST BLOCK COURSE HORIZONTALLY TO EMBED IN A MORTAR JOINT. IF MASONRY
<br />VENER EXTENDS BELOW GRADE, A TERMITE PROTECTIVE TREATMENT MUST BE APPLIED
<br />THE CAVITY CREATED BETWEEN THE VENEER AND THE FOUNDATION, IN LIEU OF A
<br />PHYSICAL BARRIER.
<br />EXCEPTION: VENEER SUPPOTED BY A SHELF OR LINTEL SECURED TO THE FOUNDATION
<br />SIDEWALL IN ACCORDANCE WITHACI 530/ASCE 5/TMS 402, PROVIDED AT LEAST A
<br />6-INCH (152 MM) CLEAR INSPECCION SPACE OF THE FOUNDATION SIDE WALL EXTERIOR
<br />EXIST BETWEEN THE VENEER AND THE TOP OF ANY SOIL, SOD, MULCH OR OTHER
<br />ORGANIC LANDSCAPING COMPONENT, DECK, APRON, PORCH, WALK OR ANY OTHER
<br />WORK IMMEDIATELY ADJACENT TO OR ADJOINING THE STRCUTURE.
<br />PRESSURE PRESERVATIVELY TREATED AND NATURALLY RESISTANT WOOD. HEARTWOOD
<br />OF REDWOOD AND EASTERN RED CEDAR SHALL BE CONSIDERED TERMITE RESISTANT.
<br />PRESSURE PRESERVATIVELY TREATEDWOOD AND NATURALLY TERMITE RESISTANT WOOD
<br />SHALL NOT BE USED AS A PHYSICAL BARRIER UNLESS A BARRIER CAN BE INSPECTED
<br />FOR ANY TER -MITE SHALTER TUBES AROUND THE INSIDE AND OUTSIDE EDGES AND
<br />JOINTS OF A BARRIER.
<br />FIELD TREATMENT. FIELD CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESSURE
<br />PRESERVATIVELY TREATED WOOD SHALLBE RETREATED IN THE FIELD IN ACCORDANCE
<br />WITH AWPA M4.
<br />FOAM PLASTIC PROTECTION. EXTRUDED AND EXPANDED POLYSTYRENE ,
<br />POLYISOCYANURATE AND OTHER FOAM PLASTICS SHALL NOT BE INSTALLED ON THE
<br />EXTERIOR FACE OR UNDER INTERIOR OR ECTERIOR FOUNDATION WALLS OR SALB
<br />FOUNDATION LOCATED BELOW GRADE. THE CLEARANCE BETWWEEN FOAM PLASTICS
<br />INSTALLED ABOVE GRADE AND EX -POSED EARTH SHALL BE AT LEAST 6 INCHES (152
<br />MM.)
<br />EXCEPTIONS:
<br />1. BUILDING WHERE THE STRUCTURAL MEMBERS OF WALLS,
<br />FLOORS, CEILINGS AND ROOFS ARE ENTIRELY OF NONCOMBUSTIBL MATERIALS OR
<br />PRESSURE PRESERVATIVELY TREATED WOOD.
<br />2. WHEN IN ADDITION TO THE REQUIREMENT AN APPROVED METHOD OF PROTECTING
<br />THE FOAM PLASTIC AND STRUCTURE FROM SUBTERRANEAN TERMITE DAMAGE IS
<br />PROVIDED.
<br />3. ON THE INTERIOR SIDE OF BASEMENT WALLS.
<br />CODE
<br />MPH
<br />2007
<br />WIND AND
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<br />#5 REINFORCING BAR
<br />#5 LAP SPLICE
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<br />r. •
<br />'R'CING BAR
<br />#6 LAP SPLICE
<br />n
<br />#5 STD. 90 HOOK
<br />LONG MIN #5
<br />ALL WORK SHALL COMPLY WITH ALL
<br />BA
<br />BAR EPDXIED INTO
<br />#5 BAR W/ 25 "
<br />PREVAILING CODES, FLORIDA BUILDING
<br />CONC.
<br />MIN. LAP SPLICE.
<br />CODE, NATIONAL ELECTRIC CODE AND
<br />CITY OF ZEPHYRHILLS ORDINANCES
<br />3/4" 0 X 5" DEEP HOLE
<br />HARDENED
<br />FILLED W/ SIMPSON "SET"
<br />CONCRETE
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<br />REVIEW DATE
<br />CITY OF ZEPHYRHILL$
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<br />MIN. 25 LAP
<br />PLANS EXAMINER
<br />6'
<br />#5 RE -BAR RETROFIT DETAIL
<br />ALL SPLICE MUST BE TIE WITH WIRE
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<br />4/22/09
<br />REVISED
<br />
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