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STRUCTURAL SPECIFICATIONS
<br />I. GENERAL
<br />I. SUBCONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION
<br />TO ENSURE THE SAFETY OF THE BUILDING UNTIL STRUCTURAL SYSTEM 16 COMPLETED.
<br />THiS INCLUDES, BUT IS NOT LIMITED TO, T14= ADDITION OF WHATEVER TEMPORARY
<br />BRACING, SHORING, GUYS TO TIE -DOWNS THAT MAY BE NECESSARY.
<br />2. SUBCONTRACTOR 18 SOLELY RESPONSIBLE FOR THE SAFETY OF HIS WORK DURING CONSTRUCTION.
<br />3. APPLICABLE BUILDING CODES: - FLORIDA BUILDING CODE (2010, RESIDENTIAL EDITION)
<br />4. DESIGN LOADS -
<br />A. ROOF: LIVE LOAD- 20 PWF(MNIMUM).
<br />DEAD LOAD_ 10 PGF(SHNGLE) 20 PSF (TILE).
<br />B. FLOOR: LIVE LOAD. 60 PSF BALCONIES, 40 FOR ALL OTHER ROOMS
<br />DEAD LOAD-10 PSF
<br />C. SOIL PRESSURE: 2000 PSF (ASSUMED MIND,
<br />5. STRUCTURAL MEMBER ALLOWABLE DEFLECTION
<br />Rafters having slopes greater than 3.12 with no flniehed calling attached to rafters
<br />LAW
<br />Interior walls and partitions
<br />H/180
<br />Floors and plastered cellMge
<br />L/360
<br />All other structural members
<br />L/240
<br />Exterior walls with plaster or stucco finish
<br />H/360
<br />Exterior walls-iukid loads with brittle finishes
<br />14/140
<br />Exterior walls --wind loads with flexible finishes
<br />LA20d
<br />Lintels supporting masonry veneer walls
<br />L/600
<br />6. ALL CONTRACTORS, SUBCONTRACTORS, SUPPLIERS AND FABRICATORS
<br />SHALL BE RESPONSIBLE FOR THE CONTENT OF DRAWINGS, AND FOR THE
<br />SUPPLY AND DESIGN OF APPROPRIATE MATERIALS AND WORK
<br />PERFORMANCE.
<br />1. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL
<br />MBE APPLIED, INSTALLED, ERECTED, USED, CLEATED, AND CONDITIONED IN STRICT
<br />ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
<br />II. SITE WORK
<br />L FOUNDATION DESIGN IS BASED ON A MINIMUM SOIL PRESSURE OF 2000 PGF. IF A SOILS
<br />REPORT WAS NOT PREPARED, THE CONTRACTOR IS RESPONSIBLE TO RETAIN A
<br />GEOTECFINICAL ENGNNEER TO CONFIRM THE SOIL CONDITIONS. SHOULD FIELD
<br />CONDITIONS INDICATE THIS MINIMUM CONDITION DOES NOT EXIST, THE CONTRACTOR
<br />SHALL IMMEDIATELY NOTIFY ENGINEER OF RECORD.
<br />2. THE SUBGRADE UNDER THE NEW CONCRETE FOUNDATIONS SHALL BE COMPACTED
<br />TO 9596 OPTIMUM DENSITY. SOIL COMPACTION TESTS TO BE TAKEN BY A
<br />QUALIFIED SOILS LAB PRIOR TO POURING ANY CONCRETE.
<br />3. FOOTINGS SHALL BE NEAT EXCAVATED WHERE POSSIBLE WITH SIDES AND TOP EDGES
<br />FREE OF LOOSE OR WET MATERIALS. WHERE NEAT EXCAVATION IS NOT POSSIBLE,
<br />FOOTINGS EXCAVATION SHALL BE OPEN CUT WITH EDGES FORMED AND BRACED. ALL
<br />FOOTINGS WITH FORMED EDGES SHALL BE BAGKFILLED FROM BOTTOM TO TOP OF
<br />FOOTING WITH SELECT FILL. THE BOTTOM EXCAVATION SHALL BE CLEAN AND DRY
<br />WITH ALL LOOSE MATERIAL REMOVED FOR AN ESSENTIALLY FLAT WARNS SURFACE.
<br />4. PROVIDE SOIL TREATMENT FOR TERMITES PER THE 2010 FBC, RESIDENTIAL.
<br />III. CAST IN PLACE CONCRETE
<br />1. CONC STE TO BE NORMAL UUEOW WITH THE FOLLOWING MINIMUM C-OMPM681VE
<br />STRENGTHS AT 28 DAYS:
<br />a) FOOTINGS, SLAB -ON -GRADE, SLAB FILL1500 P61
<br />bJ MASONRY WALL TIE BEAMS, TIE COLUMVB_2500 P61
<br />2. CONC*MTE SHALL BE READYMIX PER ASTM C94:
<br />a) PORTLAND CEMENT - ASTM CI50
<br />b) AGGREGATES - ASTM C33 (3/4" MAX)
<br />cJ NO CALCIUM CHLORIDE
<br />dJ AIR ENTRAINING - ASTM C260
<br />e) WATER REDUCING - ASTM C494
<br />f) FLYASH - ABTM C618-18 CLASS F (20 % MAX)
<br />gJ WATER - CLEAN AND POTABLE
<br />3. REINFORCING STEEL: ASTM A615 GRADE 40, DEFORMED BARS.
<br />4. REQUIRED SLUMP RANGE ■ 3" TO 5".
<br />5. WELDED WIRE FABRIC: ASTM A185
<br />6. MOISTURE BARRIER: 6 MIL POLYETHYLENE.
<br />1. CODES AND STANDARDBt
<br />ad ACI 301 "SPEC FOR STRUCTURAL CONCRETE FOR BUILDINGS."
<br />b) ACI 305 "RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING"
<br />c) ACI 318 "ELM CODE REQUIREMENTS FOR PEW. CONCRETE"
<br />dJ ACT 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT."
<br />8. MINIMUM LAP SPLICE ■ 40 BAR DIAMETERS UNLESS NOTED OTHERWISE.
<br />9. CONCRETE FINISHES SHALL BE PER CONTRACTOR'S SPEC-8.
<br />10. SIbCONTRACTOR 18 RESPONSIBLE FOR THE PROPER DESIGN AND CONSTRUCTION
<br />OF ALL FORMWORK SHORING, AND R2611ORING.
<br />IL REINFORCING BAR COVER:
<br />aJ FOOTINGS 3"q
<br />b) COLUMNS 1 1/2"
<br />cJ BEAMS AND WALLS 1 1/2"
<br />dJ 6LA 58 3/4" (INTERIOR), 1 1/2" (EXTERIOR)
<br />12. CONCRETE SHALL BE PLACED WITHIN ah0 MINUTES OF BATCH TIME.
<br />13. PROVIDE CORNER BARS AT ALL WALL FOOTING CORNERS TO MATCH HORIZONTAL BARS.
<br />(25" MINIMUM LAP).
<br />14. ALL BUILDING SLABS -ON -GRADE SHALL BE NOMINAL 4" THICK, FIBER -MESH CONC. OR
<br />REINFORCED WITH 6x6-W1A W A ON 6 MIL VAPOR BARRIER SEE PLANS FOR OTHER CONDITIONS.
<br />15. ANCHORR BOLTS FOR WOOD PLATES TO CONCRETE OR MASONRY (ALTERVATIVESA
<br />a. J BOLTS - USE 1/2" X 8" "J" BOLTS WITH 6" EMBEDMENT AND 2" PROJECTION WHEN INSTALLED
<br />PRIOR TO PLACING CONCRETE, AS SHOWN ON DRAWNGB.
<br />b. EXPANSION ANCHORS - USE 1/2" X 4" EMBED, WILT( KWIK BOLT II, OR EQUAL, AT LOCATIONS
<br />(OTHER THAN EDGE CONDITIONS) N LIEU OF 112" X 8" "J" BOLTS.
<br />a EPDXY ANCHORS IN CONCRETE - USE V2" X 4-1/4" IMBED, WITH WILTI COO), OR ANC 4OR
<br />BOND BY CELTITE, INC. AT EDGE OF SLAB CONDITION WERE BOLT 16 LEGG THAN 6" TO
<br />A CONCRETE EDGE.
<br />d. EPDXY ANC( -TORS IN TOP OF BLOCK WALLS - USE THREADED ROD (3/4" X A6-5/8" IMBED) ON
<br />TOP OF 8" MASONRY WALLS WITH WILTI HIT C-100 ADHESIVE OR ANCHIOR BOND, WHEN 1/2" X 8"
<br />"J BOLTS ARE OMITTED.
<br />16. FOOTING SIZES SHOWN ARE TYPICAL ONLY FOR STATED SOIL BEARING PRESSURE AND
<br />CON616TED COMPACTION. CONTRACTOR SHALL BE RESPONSIBLE FOR FOOTINGS
<br />COMPLYING WITH THE DESIGN REQUIREMENTS OF SPECIFIC SOIL CONDITIONS.
<br />11. PROVIDE 1/2" EXPANSION JOINT MATERIAL BETWEEN ALL CONCRETE SLABS AND
<br />AMMNG CONCRETE OR MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED AREAS.
<br />IV. MASONRY
<br />1. HOLLOW LOAD BEARING WITS (CM D SHALL CONFORM TO ASTM C90, NORMAL WEIGHT, TYPE I, GRADE N.
<br />MINIMUM NET COMPRESSIVE STRENGTH ■ 1900 "1.
<br />2. MORTAR SHALL BE TYPE M OR S AND CONFORM TO ASTM C210.
<br />3. CONCRETE GROUT SHALL CON" -OW TO ASTM C416:
<br />ad 30M P61 AT 28 DAYS.
<br />b) 3/6" MAXIMUM AGGREGATE.
<br />cJ 8" - II" SLUMP.
<br />4. BARB SHALL HAVE MINIMUM CLEARANCE OF 1/2" FROM MASONRY. THE CLEAR DISTANCE
<br />BETWEEN BARS 844ALL NOT BE LESS THAN ONE BAR DIAMETER NOR LESS THAN 1".
<br />S. VERTICAL REINFORCING SHALL BE AT ALL CORERS, EACH JAMB OF OPENINGS OVER 4 FT. WIDE,
<br />UNDER ALL GIRDER LOADS, AND NOT TO EXCEED &'On O/C FOR STRAICsWT WALLS, OR AS GWOM
<br />ON THE DRAWINGS. FILL CELLS WITH CONCRETE GROUT AS SPECIFIED. PROVIDE ACI 9O DEGREE
<br />STANDARD HOOKS INTO FOOTING, AND TIE BEAMS.
<br />6. RENFORCING BARS SHALL BE STRAIGHT EXCEPT FOR BENDS AROUND CORNERS AND WERE
<br />BENDS OR HOOKS ARE DETAILED ON THE PLANS.
<br />1. REINFORCING BARS SHALL BE LAPPED 40 BAR DIAMETERS WHERE SPLICED AND SHALL
<br />BE WIRED TOGETHER
<br />8. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT DE
<br />SLOPED MORE THAN ONE HORIZONTAL N SIX VERTICAL. DOWELS SHALL. BE GROUTED INTO A
<br />CORE IN VERTICAL ALIGNMENT, EVEN THOUGH! IT IB IN AN ADJACENT CELL TO THE VERTICAL
<br />WALL REm�F01®CEMENT.
<br />S CLEANOUTS SHALL BE PROVIDED IN THE BOTTOM COURSE OF MASONRY IN EACH GROUT
<br />POUR WHEN THE POUR HEIGHT EXCEEDS 5'. PROVIDE 4" X 4" OBSERVATION HOLE TO
<br />VERIFY CONCRETE GROUT PLACEMENT.
<br />1V. PLACE ALL MASONRY N RUNNING 1100 0 WITH 3/8" MORTAR JOINTS. PROVIDE COMPLETE
<br />COVERAGE FACE SHELL MORTAR BEDDING, HORIZONTAL AND VERTICAL. FULLY
<br />MORTAR WEDS IN ALL COURSES OF PIERS, COLUMNS, AND PILASTERS AND
<br />AND ADJACENT TO GROUTED CELLS.
<br />11. PROVIDE 8" X 8" PRECAST REINFORCED CONCRETE LINTELS OVER ALL MASONRY OPENINGS
<br />NOT SHOWN! TO WAVE A STRUCTURAL BEAM. MINIMUM END DEARING - 4"
<br />REI ER TO LINTEL SCHEDULE (MINIMUM CAPACITY OF 10" PLF),
<br />12. PROVIDE METAL CAVITY CAPS, 6" WIRE MESH, OR DUR-O-STOP BY DUR-A-WALL, INC. WHERE
<br />REQUIRED TO RETAIN GROUT IN VERTICAL CELLS.
<br />V. CARPENTRY
<br />L DIMENSIONED LUMBER SHALL BE DRESSED 646, AND SHALL BEAR THE GRADE STAMP
<br />OF THE MANUFACTURER'S ASSOCIATION.
<br />2. ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE FROM WARP.
<br />3. ALL STRUCTURAL BEAMS AND HEADERS SHALL BE SOUTHERN YELLOW PINE (6YPJ NO. 1
<br />GRADE OR BETTER WITH SINGLE MEMBER (UNFACTOI11100) STMOM6 AS FOLLOWS:
<br />Fv ■ 90 P81
<br />Fc ■ 915 PSI
<br />E 1,600,000 PSI
<br />19% MAXIMUM MOISTURE CONTENT
<br />A. FRAMING LUMBER SHALL BE 4 SPRUCE-PNE-FIR OR BETTER
<br />S. INTERIOR NON -LOAD BEARING WALLS MAY IRE UTILITY GRADE.
<br />4. ALL LUMBER IN CONTACT WITH MA60NRY OR CONCRETE SHALL BE PRESSURE TREATED.
<br />S. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN
<br />ACCORDANCE WITH Flo. TT-W-511 AND BEAR THE AMERICAN WOOD PRESERVERS
<br />INSTITUTE EQU,AL-ITY MARK Lie- 2.
<br />6. SMAT14NG FOR ROOFS AND WALLS SHALL BE APA RATED (EXPOSURE 1) SHEATHING
<br />WITH EXTERIOR GLUE. ALL ROOF SHEATHING TO BE INSTALLED WITH PLYCLIPS.
<br />(MAXIMUM 24' O/C). SEE DETAILS FOR SHEATHING THIICIQESM&
<br />1. NAILING FOR PLYWOOD ROOFS AND WALL SHEATHING SHALL BE 8d COMMONS e
<br />4" O.G. a PANEL EDGER, AND 6" O.C. INTERMEDIATE, FOR 1/1" SWEAT14NG OR
<br />LESS. NAILING FOR STRUCTURALLY APPROVED ARCHITECTURAL WALL PANELS (1/4"0
<br />SHALL BE 6D COMMON a 4" O/C AT PANEL EDGES, AND 6" O/C INTERMEDIATE.
<br />e. ALL FLOORING MATERIAL TO BE 3/4" T41G PLYWOOD, NAILED AND GLUED TO FLOOR
<br />JOISTS. FLOOR NAIL WITH IOd NAILS AT 3" O/C AT PANEL EDGE8, 6" O/C N THE
<br />FIELD. STAGGER NAILS AT 2" O/G AT BUTT ENDS OF PLYWOOD SHEATHING
<br />9. INSTALL BRIDGING N ALL (2X) FLOOR OR ROOF JOISTS AT 8'-0" MAXIhIUUM.
<br />INSTALL 15LOCKM N ALL BEARING WALLS AND PARTITIONS OVER 9'-0" a
<br />MID -HEIGHT. BRACE GABLE END WALLS AT 4'0" O/C WHERE WALL FRAMING 16
<br />NOT CONTINUOUS FROM FOUNDATION TO ROOF, OR AS SHOWN ON DRAAANG8.
<br />1V. ALL NAILING AND BOLTNG SHALL COMPLY WITH AJMERICAN INSTITUTE OF TIMBER CONSTRUCTION
<br />REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED.
<br />11. ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY GR IP60N
<br />STRONGTIE CO. OR EQUIVALENT. SUBMIT CUT SHEETS FOR ALL CONNECTION
<br />HARDWARE TO CONTRACTOR FOR APPROVAL. ALL NAIL HOLES SHALL BE FILLED
<br />OR AS PRESCRIBED BY THE MANFACTURER.
<br />12. PROVIDE A SINGLE PLATE AT THE BOTTOM AND DOUBLE PLATE AT THE TOP OF ALL
<br />LOAD BEARIN33 STUD WALLS. STAGGER END JOINTS N DOUBLE PLATES AT LEAST 4'-0"
<br />PER DETAIL. 2 X 4 SILL PLATES FOR WARNS WALLS SHALL BE BOLTED TO
<br />FOUNDATION AS PER BEARING WALL DETAIL.
<br />13. LOAD BEARING STUDS SHALL BE DOUBLED AT ALL ANGLER AND AROUND ALL OPENINGS,
<br />AND AT STRUCTURALLY APPROVED ARCHITECTURAL WALL PANEL JOINTS. STUDS SHALL
<br />15E TRIPLED AT ALL CORNERS.
<br />14. WOOD LNTELS OVER OPENINGS SHALL BE DOUBLED 2x12 HEADERS LKZ66
<br />NOTED OTHERWISE ON PLANE, WITH CONTINUOUS 1/2" PLYWOOD FILLER CUT TO
<br />FULL DEPTH OF BEAM BETiLEEiV 2x MEMBERS.
<br />b RAFTER SCHEDULE FOR CONVENTIONAL FRAMED AREAS.
<br />MAXIMUM MAXIMUM
<br />MEMBER SIZE SPAN (GYP 02) SPAN (610 2)
<br />2 X 4 1 FT. 6 FT.
<br />2 X 6 9 FT. 8 FT.
<br />2 X 8 12 FT. 1V FT.
<br />2 X 1V 14 FT. 12 FT.
<br />2X12 16 FT. 14 Fr.
<br />NOTE I: RAFTERS MUST BE BRACED LATERALLY BY A CONTINUOUS NAILING OF
<br />SHEATHING OR BRACED AT 24" O/C, WITH MINIMUM iX4.
<br />NOTE 2: RAFTER SPACING NOT TO EXCEED 24" O✓C.
<br />NOTE 3: RIDGE BOARDS TO BE ONE SIZE LARGER THAN RAPIER UNLEG6
<br />OTHERWISE NOTED ON PLANS.
<br />NOTE 4: CONNECTOR SCHEDULE
<br />A 6Ir1PSO114 MT620 (OR EQUAL) BETWEEN CAT 15LOCKM AND ROOF TRUGGES.
<br />5. SIMIPBCN H5 (OR EQUAL) WTU 04 RAFTER TAILS TO CAT BLOCKING.
<br />a SIMPSON W5 (OR EQUAL) BETWEEN THE RAFTERS AND RIDGE BOARD.
<br />D. SIMPSON C620 AT ENDS OF RIDGE BOARD, OR 8IMP80N JOIST
<br />HANGER WERE APPLICABLE.
<br />VI. PRE-ENGINEERED WOOD TRUSSES
<br />1. THIS SECTION DEFINES PRE-ENGINEERED, PREFABRICATED, METAL PLATE CONNECTED
<br />WOOD ROOF AND FLOOR TR AW6 AS "WOOD TRUGGEB".
<br />2. TRUSS LAYOUTS SHOWN ON PLANS ARE BCI-EMATIC ONLY. TRUSS MANUFACTURER
<br />AND/OR ENGINEER SHALL BE RESPONSIBLE FOR THE DES04 AND SPACING OF ALL
<br />TRUS6E8 AND SHALL SUBMIT SHOP DRAWWNGS TO THE BUILDER FOR APPROVAL.
<br />3. THE WOOD TRUGB MANUFACTURER MUST PARTICIPATE IN A CODE APPROVED THIRD PARTY
<br />QUALITY ASSURANCE PROGRAM SUCH AS THE TRUSS PLATE NSTITUTE'6 "GI,LALITY CONTROL
<br />INSPECTION PROGRAM" OR EQUIVALENT.
<br />4. WOOD TRU66 MEMBERS AND CONNECTIONS GHALL BE DESIGNED FOR ALL LOADS SHOWN ON
<br />THE CONTRACT DOCU'ENTS INCLUDING: LIVE, DEAD, AND CONCENTRATED LOADS, PLUS
<br />WIND LOADS.
<br />5. Ri3ER TO THE FLOOR PLAN AND OTHER STRUCTURAL DETAIL SWEETS FOR IMPORTANT
<br />INFORMATION NOT SPECIFICALLY ADDRESSED BY THE TRUSS FRAMING LAYOUT
<br />GUCHI AS WARNS WALL HEICsWTB AND CEILING VAULT DETAILS.
<br />6. WOOD TRUSS DESIGN SHOP DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED TO,
<br />THE FOLLOWING INFORMATION:
<br />a) SPAN LENGTH, OVERHANG AND EAVE DIMENSIONS, GLOPE AND SPACING OF
<br />THE WOOD TRUSSES.
<br />bJ ALL DESIGN LOADS AND THEIR POINTS OF APPLICATION, VALLEY AND CONVENTIONAL
<br />FRAMING MUST BE CONSIDERED.
<br />cJ ADJUSTMENTS TO ALLOWABLE VALUES.
<br />dJ REACTIVATE FORCES AND THEIR LOCATIONS.
<br />a) BEARING TYPE AND MINIMUM BEARING LENGTH.
<br />FJ DETECTIONS.
<br />g) METAL CONNECTOR PLATE TYPE, GAUGE, SIZE, AND LOCATIONL
<br />Ind LUMBER SIZE, SPECIES, GRADE AND MOISTURE CONTENT.
<br />I) LOCATION AND CONNECTION DESIGN OF REQUIRED CONTINUOUS LATERAL BRACING.
<br />JJ NET UPLIFT LOADS BASED ON ACTUAL BUILDING DEAD LOAD.
<br />w UJE15 REINFORCEMENT DETAILS FOR SABLE END TRUSSES.
<br />Id VALLEY GETS FOR OVER -BUILD CONDITIONS.
<br />1. LIMIT DEFLECTIONS FOR LIVE LOAD TO GPAN/960 (ROOF), 6PAN/400 (FLOOR), AND
<br />LIMIT TOTAL LOAD DEFLECTIONS TO 6PAN/140 (ROOF), 6PAN/960 (FLOOR) UNLESS
<br />SPECIFICALLY NOTED OTHERWISE.
<br />6. FIRE RETARDANT WOOD IS NOT ALLOWABLE FOR USE AS TRUSS CHORDS OR WEBS.
<br />9 WOOD TRUSSES SHALL BE DESIGNED 60 THAT MINIMAL HORIZONTAL REACTIONS
<br />ARE IMPOSED ON THE SUPPORTING STRUCTURE UNDER VERTICAL LOADS. NO SLIP
<br />CONNECTIONS ARE ALLOWED UNLESS OTHERWGE NOTED. CONTACT CONTRACTOR AS R'.6>UNIOD.
<br />10. WOOD TRUSSES MST BE CHECKED FOR WIND. WIND VELOCITY, DESIGN VELOCITY
<br />PRESSURES, AND MEAN ROOF HEIGHT MUST BE GWOM ON THE SUBMITTED SHOP DRAWINGS.
<br />IL CONTINUOUS BOTTOM CHORD LATERAL. BRACING IS REGtUIRED AT A MINIMUM
<br />SPACING OF IW O.C. UNLESS NOTED OTHERWiSE. BOTTOM CHORD BRACING IS
<br />CONTINUOUS PROM ONE END OF THE BUILDING TO THE OTHER END. OVERLAP
<br />CONTINUOUS BRACING AT LEAST ONE TRUS6 SPACE. USE A MINIMUM OF 2 X 4
<br />(ROOF), 2X6 (MOM GRADE MARKED LUMBER AT LEAST 10' LONG, WTN 2-16d
<br />NAILS AT INTERMEDIATE AND 3-16d NAILS AT END CONNECTIONS.
<br />12. CRO66 19RACING IS REQUIRED AT MINIMUM 10' OC. UNLESS NOTED OTHERWSE LOCATE
<br />CF4066 BRACING AT OR NEAR THE BOTTOM CHORD BRACING& INSTALL CPW66 BRACING AT
<br />EACH END AND AT 20' O.C. ALONG THE LENGTH OF THE LATERAL BRACIWL CROW
<br />SRACNG IS ACCOI"IPL:IGHED BY ATTACHING DIAGONAL WEB BRACING TO OPPOSITE SIDES
<br />OF THE SAME GROUP OF SIMILAR WED ME!'IDERS. SLOPE CRO66 BRACING IN OPPOSITE
<br />DIRECTIONS AT APPROXIMATELY 45 DEGREES FORMING A CROSS "X". USE A MINIMUM OF
<br />2X4 GRADE MARKED LUMBER WITH AT LEAST 3-16d NAILS AT EACW CONNECTION.
<br />13. TRUSS ERECTOR 16 RESPONSIBLE FOR ALL TEMPORARY BRACING OF TRUSS
<br />SYSTEM DURING CONSTRUCTION.
<br />14. HANDLING, INSTALLATION, AND BRACING OF WOOD TRUSSES SHALL BE N ACCORDANCE
<br />WITH "HID-91", PUBLISHED BY THE TRUSS PLATE INSTITUTE.
<br />D. ALL WOOD TRUSSES SHALL BE FASTENED TO THEiR SUPPORTS WITH APPROVED HURRICANE
<br />ANCHORS, RATED TO CARRY UPLIFT LOADS SPECIFIED BY TRUSS MANUFACTURER
<br />16. ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND &)IMPLIED BY SIMIPBON
<br />STRONG -TIE, OR APPROVED EQUIVALENT MANFACTURER ALL NAIL HOLES SHOULD
<br />BE FILLED, OR AS PRESCRIBED BY THE MANUFACTURER,
<br />11. TRUGGIEG ARE TO BE DESIGNED TO ALLOW FOR THE PROPER ROUTING OF A/C
<br />DUCT WORK AND PLIUMBNG CHASES SHALL NOT DE BLOCKED BY WOOD TRUSSES.
<br />18. PILING OF PLYWOOD ON WOOD TRUSSES IS NOT ALLOWED.
<br />M INSTALLATION OF BROKEN, DAMAGED, WARPED, OR IMPROPERLY REPAIRED WOOD
<br />TRUGSEB IG NOT ALLOWED.
<br />20. IMIPROPER OR UVAUrWoRZED FIELD ALTERATIONS OF WOOD TRUSSES IS NOT ALLOWED.
<br />21. GABLE EVDWALL TRUSSES MUST TRANSFER LATERAL LOADS TO THE SWEAR WALLS AND/OR
<br />THE ROOF DIAPHIRA Wl.
<br />22. WOOD TRUSSES THAT DO NOT MEET INTERIOR LOAD WARNS WALLS MUST BE GHIM1'ED.
<br />DO NOT PULL WOOD TRUSSES DOM TO INTERIOR BEARINGS.
<br />23. GUi9 MITTALG: ALL SUBMITTALS SHALL BEAR TWE EMBOSSED SEAL OF A LICENSED SMICiURAL
<br />ENGINEER IN TIE STATE OF FLORIDA AND SHALL BE SUBMITTED TO CONTRACTOR FOR
<br />REVIEW PRIOR TO WOOD TRIM FABRICATION.
<br />a) SUBMIT GEA1 WOOD TRUSS DESIGN CALCULATIONS AND PROFILES FOR EACH TYPE OF
<br />TRIM WITH PERMANENT BRIOGNIS REQUIREMENTS.
<br />b) SUBMIT WOOD TRUSS ERECTION PLAN, NCLUDING CONVECTION DETAILS AND UPLIFT
<br />AN04ORS.
<br />cJ SUBMIT WOOD TRU88 TEMPORARY ERECTION BRACING FLAN.
<br />d) MAINTAIN COPY OF SUBMITTAL ON JOBSITE.
<br />PROTECTION AGAINST TERMITES
<br />1018.1 Termite Protectlon. Termite protection shell be provided by registered termiticides, including soil applied pesticides, baiting
<br />systems and pesticides applied to wood, or other approved methods of termite protection labeled for use as a preventative treatment
<br />to new construction. See section 202, Rogtetered I=. .acids. Upon completion of the application of the termite protective treatment, a
<br />Certificate of compliance shall be Issued to the building department by the licaread pest control company that contains the rollowine
<br />statement: 7rhe building has received a complete treatment for the prevetlon of subterranean termites. Treatment Is In accordance
<br />with rules and laws established by the Florida Department of Agriculture and Consumer Services.
<br />R318.1.1 If soil treatment is used for subterranean termite prevention, the Initial chemical soil treatment Inside the foundation
<br />perimeter shall be done after all excavation, backfilling and compaction is complete.
<br />RB18.1.2 If soil treatment 1e used for subterranean termite prevetion, soil area disturbed after initial chemical soil treatment shall
<br />be retreated with a chemical soil treatment, Including spaces boxed or formed.
<br />R310.13 If soil treatment Is used for subterranean termite prevention, space in concrete floors boxed out or formed for the
<br />subsequent installation of plumbing traps, drains or any other purpose shall be created by using plastic or metal permanently
<br />placed forms of sufrlaert depth to eliminate any planned soil disturbance after Initial chemical soil treatment.
<br />R318.1A If soil treatment Is used for subterranean termite prevention, chemically treated soil shall be protected with a minimum 6
<br />mil vapor retarder to protect against rainfall dilution. If rainfall ocare before vapor retarder placement, retreatmet is required.
<br />Any work Including placement of reinforcing steel, done after chemical treatment until the concrete floor Is poured, shall be done
<br />In such manner as to avoid penetrating or disturbing treated soil.
<br />R318.1b If soil treatment is used for subterranean termite prevetlon, concrete overpow or mortar accumulated along the exterior
<br />foundation perimeter shall be removed prior to exterior chemical soil treatment, to enhance vertical penetration of the chemicals.
<br />R318.IA If soil treatment Is used for subterranean termite prevention, chemical soil treatments shall also be applied under all
<br />exterior concrete or grade within I foot (305 mm) of the primary structure eidewalls. Also, a vertical chemical barrier shall be
<br />applied promptly after construction is completed, including Initial landscaping and irrigation/sprinkler installation. Any soil disturbed
<br />after the chemical vertical barrier Is applied shall be prompt19 retreated.
<br />R318.1.1 If a registered termitieids formulated and registered as a balt system is used for subterranean termite prevention,
<br />Sections R318.1.1 through 11310.IA do not apply: however, a signed contract assuring the installation, maintenance and monitoring
<br />of the baiting system for a minimum of 5 years from the Issue of the Certificate of Occupancy shall be provided to the building
<br />official prior to the pouring of that slab, and the aysteo must be installed prior to final building approval. If the baiting system
<br />directions for use require a monitoring phase prior to installation of the pesticide active ingredient, the installation of the
<br />monitoring phase components shell be dawned to constitute Installation of the system.
<br />R318.1A If a registered termiticide formulated and registered as a wood treatment Is used for subterranean termite prevention,
<br />Sections R318.1.1 through R31W.6 do not apply. Application of the wood treatment termiticlde shell be as required by label
<br />directions for use, and must be completed prior to final building approval.
<br />R3192 Penetration. Protective sleeves around piping penetrating concrete slab -on -grads floors shall not be of cellulose -containing
<br />materials and, if atoll treatment is used for subterranean termite protection, the sleeve shall have a maximum wall thickness of civic
<br />Inch (025 mm) and be sealed within the slab using non-corroslve clamping device to eliminate the annular space between pips and
<br />the sleeve. No termiticides shall be applied inside the sleeve.
<br />R3183 Cleaning. Celle and cavities in masonry units and air gaps between brick stone or masorcy veneers and the structure shall ba
<br />cleaned of all non -preservative treated or non -naturally durable wood, or other cellulose -containing material prior to concrete
<br />placement.
<br />Exception. Inorganic material manufactured for closing calls In foundation concrete masonry unit construction or clean earth fill
<br />placed in concrete masonry unit volde below slab level before temps treatment Is performed.
<br />R318.4 Concrete bearing ledgel5ric. stone or other veneer shall be oupportod by a concrete bearing ledge at least equal to the total
<br />thickness of the brick stone or otter veneer which to poured integrally with the concrete foundation. No supplemental concrete
<br />foundation pours which will create a hidden cold joint shall be used without supplemental treatment in the foundation unless there Is an
<br />approved physical barrier. An approved physical barrier shall also be Installed from below the wall sill plate or first block course
<br />horizontally to embed in a mortar joint. If masonry veneer extends below grade, a termite protective treatment must be applied to the
<br />cavity created between the veneer and the foundation, In Ileu of a phyelcal barrier.
<br />Exception: Veneer supported by a structural member secured to the foundation sidewalk In accordancew with AC1530/ASCE 5/TMS
<br />402, provided at least a 6 inch (152 mm) clear Inspection space of the foudation eldeuall exterior exist between the veneer and
<br />the top of any soil, sod, mulch or other organic landscaping component, doe*, apron, porch, walk or any other work I medlately
<br />adjacent to or adjoining the structure.
<br />R318.5 Foam plastic protection. Extruded and expanded polystyrene, polyusocyar urate and other foam plastics shall not be Installed on
<br />the exterior face or :ender Interior or exterior foundation walls or slab foundations located below grade. The clearance between roam
<br />plastics installed above grade and exposed earth shall be at least 6 Inches (02 mm).
<br />Exceptions,
<br />I. Suildi ngs where the structural members of walls, floors, cellknge and roofs are entirely of noncombustible materials or
<br />pressure -preservative- treated wood.
<br />2. When In addition to the requirements of Section R318.1, an approved method of protecting the foam plastic and structure from
<br />subterranean termite damage Is used.
<br />3. On the Interior side of basement walls.
<br />R318A Protection against decay and termitee. condansato lines, irrigation/epri War system risers for spray heads, and roof downspouts
<br />shall discharge at least I foot (300 mm) away from the structure sldewall, whether by underground piping, tall exterslons or splash
<br />blocks. Gutters with downspouts are required on all buildings with eaves of less than 6 Inches (152 mm) horizontal projection except
<br />for gable and rakes or on a roof above another roof.
<br />11018.1 Preparation or building site and removal of debris.
<br />R318.1.1 All building sass shall be graded to provide drainage under all portions of the building not occupied by basements.
<br />R318.1.2 The foundation and the area encompassed within 1 foot (305 mm) therein shall have all vegetation, stumps, dead roots,
<br />cardboard, trash and foreign material removed and the fill material shall be free of vegetation and foreign material. The fill shall be
<br />compacted to meows adequate support of the foundation.
<br />R318.13 After all work is completed, loose wood and debris shall be completely removed from under the building and within I root
<br />(3M mm) thereof. All wood forms and supports shall be completely removed. This Includes, but is not limited to: wooden grade
<br />stakes, forms, contraction spacers, tub trap boxes, plumbing supports, bracing, shoring, forms or other cellulose -containing
<br />material placed in afg location where such materials are not clearly vleible and readlly removable prior to completion of the work
<br />Wood shall not be stored In contact with the ground under any building.
<br />TYPICAL NAILING SCHEDULE
<br />Ledger strip
<br />16d common
<br />3 at each joist
<br />Sole plate to joist or
<br />16d common
<br />16" oz.
<br />b , face nail
<br />Top of sob plate to stud,
<br />16d common
<br />2
<br />and nailed
<br />Stud to sole plate, toe nail
<br />8d common
<br />4
<br />Doubled studs, face nail
<br />led common
<br />24" OL.
<br />Doubled top plates, face
<br />led common
<br />16" along each
<br />nail
<br />edge
<br />Continuous header to
<br />8d common
<br />3
<br />stud, toe nail
<br />D(8 sheathing or bee to
<br />8d common
<br />2
<br />each bearing face nail
<br />Over Des sheathlrig to
<br />Sd common
<br />3
<br />each bearing face nail
<br />Build-Lp corner etude
<br />lbd common
<br />24" OL.
<br />Build-up gridero and
<br />Zed common
<br />32" O.C. at top
<br />beans up to three members
<br />and bottom and
<br />staggered 2 ends
<br />at each
<br />lice
<br />In- G pecan Sheathing
<br />/n
<br />11 ga 1-144
<br />4"OL. at edges
<br />1/16" head
<br />8" or- at other bear-
<br />5/8- G psun Sheathing
<br />11 ga 1-3/4"
<br />440L. at edges
<br />1/16" head
<br />8" or- at other bear .
<br />Grow lUallboard
<br />ON
<br />1-3/8" dr9wall nail
<br />1"OL. on ceilings
<br />8"OL. on walls
<br />5/8"
<br />1-1/2" dr9wall nail
<br />70L. on ceilings
<br />8"OL. on walls
<br />Hardboard Lap Sift
<br />8d corrosion resistant
<br />16" O.C. at top
<br />Direct to Studs
<br />with minimum shank
<br />and bottom edges
<br />dia. of 009W inch
<br />and minimum head
<br />dia. of 0240 Inch
<br />Hardboard Lap Siding,
<br />led corrosion reslstant
<br />16" O.C. at top
<br />over sheathing
<br />with minimum sharper
<br />and bottom edges
<br />dia. of 00W Inch
<br />and minimum head
<br />dia. of 0240 inch
<br />Hardboard Panel sidlrlg,
<br />bd corrosion resistant
<br />6" OL. at edges
<br />Direct to Etude
<br />with minimum eharlk
<br />12" OL. at
<br />dia. of OAMO inch
<br />Intermediate
<br />and minimum head
<br />supporter
<br />dia. of e225 inch
<br />Hardboard Panel siding,
<br />8d corrosion resistant
<br />6" OL. at edges
<br />Over to Shewthing
<br />with minimum shank
<br />12' OL. at
<br />dia. of e0920 inch
<br />Intermediate
<br />and minimum head
<br />supports
<br />dia. of e225 inch
<br />AS PER FLORIDA BUILDING CODE 2010, RESIDENTIAL
<br />TABLE R301.2.1.3 AN D
<br />ASCE 7-10 METHODS
<br />ULTIMATE WIND SPEED (MPH)
<br />140
<br />EXPOSURE CATEGORY
<br />B
<br />BUILDING RISK CATEGORY
<br />II
<br />ROOF SLOPE
<br />Roof > 7 to 27 degrees
<br />INTERNAL PRESSURE
<br />COEFFICIENT
<br />ENCLOSED 0.18
<br />TOPOGRAPHICAL FACTOR
<br />FLAT 1.0
<br />MAXIMUM BUILDING HEIGHT
<br />35
<br />FT
<br />3
<br />2
<br />3 3
<br />2
<br />3
<br />� I
<br />I
<br />a Zone ¢ 1 5 5 1 2CD
<br />a
<br />I
<br />I I
<br />a
<br />NI
<br />I I
<br />r„ lei
<br />�,
<br />I
<br />a
<br />13
<br />F-3�2
<br />31
<br />2 13
<br />WCHS
<br />Roof
<br />WIDTH EDGE
<br />STRIPSPS (a)
<br />8
<br />FT
<br />OPENING PROTECTION REQUIRED
<br />COMPONENT & CLADDING DESIGN PRESSURE (PSF)
<br />Area
<br />ZONE
<br />1
<br />ZONE 2
<br />ZONE 3
<br />ZONE 4
<br />ZONE 5
<br />of C&C (SF)
<br />Positive
<br />Negative
<br />Positive
<br />Negative
<br />Positive
<br />Negative
<br />Positive
<br />Negative
<br />Positive
<br />Negative
<br />10
<br />21.3
<br />-33.9
<br />21.3
<br />-59.0
<br />21.3
<br />-87.3
<br />37.1
<br />-40.1
<br />37.1
<br />-49.6
<br />20
<br />19.4
<br />-33.0
<br />19.4
<br />-54.3
<br />19.4
<br />-81.6
<br />35.4
<br />-38.5
<br />35.4
<br />-46.2
<br />50
<br />16.9
<br />-31.7
<br />16.9
<br />-48.0
<br />16.9
<br />-74.0
<br />33.2
<br />-36.3
<br />33.2
<br />-41.8
<br />100
<br />16.8
<br />-30.8
<br />16.8
<br />-43.3
<br />16.8
<br />-68.4
<br />31.5
<br />-34.7
<br />31.5
<br />-38.5
<br />WINDOWS AND DOORS DESIGN PRESSURE (PSF) BASED ON Vasd
<br />Area (SF) or
<br />ZONE 1
<br />ZONE 2
<br />ZONE 3
<br />ZONE 4
<br />ZONE 5
<br />Positive
<br />Negative
<br />Positive
<br />Negative
<br />Positive
<br />Negative
<br />Positive
<br />Negative
<br />Positive
<br />Negative
<br />description
<br />10
<br />16.0
<br />-20.3
<br />16.0
<br />-35.4
<br />16.0
<br />-52.4
<br />22.2
<br />-24.1
<br />22.2
<br />-29.7
<br />20
<br />16.0
<br />-19.8
<br />16.0
<br />-32.6
<br />16.0
<br />-49.0
<br />21.2
<br />-23.1
<br />21.2
<br />-27.7
<br />50
<br />16.0
<br />-19.0
<br />16.0
<br />-28.8
<br />16.0
<br />-44.4
<br />19.9
<br />-21.8
<br />19.9
<br />-25.1
<br />100
<br />16.0
<br />-18.5
<br />16.0
<br />-26.0
<br />16.0
<br />-41.0
<br />18.9
<br />-20.8
<br />18.9
<br />-23.1
<br />Garage Doors
<br />19.2
<br />-21.4
<br />19.2
<br />-21.4
<br />CONNECTOR PRIDMT APPROVALS
<br />APPL"TiON
<br />SIMPSON GON OTOR
<br />Fl- APPROVAL No.
<br />GAP5 AND BA5E5
<br />GG, EGG, PG, ECG
<br />FL 10860
<br />ABU
<br />FL 10b4q
<br />GONGRE7E / MA501�
<br />GONNEGTOR5
<br />HU, HUG
<br />FL 10655
<br />HST, MBHA
<br />FL l obbb
<br />HD, HOQB, HHDQ
<br />FL 10441
<br />DETAL, F6TR, HETA, HHETA, HM,
<br />HT5M, H&AM, H6UM, 1_611M, LTA, META,
<br />M5TAM, MSTGM, MT5M
<br />FL 11473
<br />Ht5A10, W, MST, MSTG, V6T
<br />FL 11470
<br />HTT, LTT
<br />FL 114gb
<br />HAN6ER5
<br />L55U, L9U, THA
<br />FL 10447
<br />H 46, HSUL, WAR, HU, HUG, IUS,IUT, LU,
<br />LUS, MUA L, SUR, U
<br />FL 10531 / FL 10b55
<br />H611, H6UQ, H6U5, HH6U, M46, HUGQ,
<br />141.15, L.GU, L.115, WU, W5GPT, TWA, TH6B,
<br />TH6a TH6W, THJ U
<br />FL 114bb
<br />B, BA, HB, L.BV
<br />FL Illbb
<br />E6, 65, 6L5, 61-5T, 6LT, 6LTV, 11613, H61-5,
<br />%LT, H6LTV, HHB, HHBD, HIT, HK WWI,
<br />HWU, ITS,ITT, ME6, MIT, MSG, W, WI, WNW,
<br />WNPU, WP, WPM, WPU,
<br />FL I0bb1
<br />STRAP5 AND TIES
<br />A, FG, &A, HH, L, LS, LPT, Z
<br />FL 1044b
<br />ETA, H, HST, HTS,LFTA, LTS, MTS, R5P,
<br />RST, 50, SPH, 55P
<br />FL 10456
<br />GMST, 05, FHA, HST, LSTA, LSTI, MST,
<br />M5TA4 M5TG, M5TI, 5T
<br />FL lOb52
<br />HOLES AT 12" O.C. SPACING f
<br />MAX FOR FASTENERS,
<br />RE: FBC - TABLE R30012.1.2
<br />FOR FASTENER TYPE • I
<br />I I�
<br />/HOLES IN CENTER OF •
<br />PLYWOOD FOR PRESSURE
<br />EQUALIZATION e
<br />\-MIN. vry PLYWOOD s r It I
<br />5"
<br />W TO 8' MAX
<br />PANEL SPAN
<br />2 X 4 BRACING AT
<br />SEAM ON INTERIOR
<br />FACE OF PANEL
<br />HOLES AT 9" OR 12" O.G.
<br />SPACING MAX. FOR FASTENERS,
<br />RE: FBC - TABLE R301.2.1.2 FOR
<br />FASTENER TYPE
<br />HOLES IN CENTER OF
<br />PLYWOOD FOR PRESSURE
<br />EQUALIZATION
<br />2" TEN GAUGE WOOD SCREUIS
<br />TO FASTEN PLYWOOD TO BRACING
<br />2 X 4 BRACING ON EXTERIOR
<br />FACE OF PANEL
<br />WOOD STRUCTURAL PANEL - OPENING PROTECTION OPTION
<br />IAA PLYWOOD
<br />g
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<br />2W
<br />W N
<br />O
<br />FIRST ISSUE
<br />12/04/13
<br />SECOND ISSUE
<br />THIRD ISSUE
<br />FOURTH ISSUE
<br />ADDENDUM
<br />ADDENDUM
<br />2
<br />ADDENDUM
<br />3
<br />REVISIONS
<br />SEAL DATE
<br />SHEET
<br />SD1
<br />
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