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STRUCTURAL SPECIFICATIONS
<br />LGENERAL
<br />I. SUBCONTRACTOR 18 RESPONSIBLE FOR MEANS AND MET14006 OF CONSTRUCTION
<br />TO ENSURE T14E SAFETY OF THE BUILDING UNTIL STRUCTURAL SYSTEM 18 COMPLETED.
<br />THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY
<br />BRACING, SHORING, GUYS TO TIE-DOUNS THAT MAY BE NECESSARY-.
<br />2. &ABCONTRACTOR 16 SOLELY RESPONSIBLE FOR T14E &METY OF WIS WOW P~ CONSTRUCTION.
<br />3. APPLICABLE BUILDING CODES: - FLORIDA BUILDING CODE (2010, FE151DENTIAL EDITION)
<br />4. DESIGN LOADS.
<br />A. PDoF. LIVE LOAD- 29) PWMINIMUM).
<br />DEAD LOAD- 10 PWSHINGLE) 20 POP (TILE).
<br />B. FLOOR:- LIVE LOAD_ 60 PSF BALCONIES, 40 FOR ALL OTHER ROOMS
<br />DEAD LOAD-10 PSF
<br />C. SOIL PRESSUPIE: 2000 POP (ASSUMED MIW.
<br />5. STRUCTURAL MEMBER ALLOWABLE DEFLECTION
<br />Rafters havinci slopes greater than 3:12 no finished calling attached to rafters
<br />LA80
<br />�wlth
<br />Interior walls lind partitions
<br />HAW
<br />Floors and plastered callings
<br />L/360
<br />All other structural members
<br />L/240
<br />Exterior wallN, with plaster or stuc4o finish
<br />14/360
<br />Exterior walle-wind loads with brittle finishes
<br />14/240
<br />Exterior wall&-wlmd loads with flexible finishes
<br />L/120d
<br />Lintela supporting masonrS veneor walls
<br />L/600
<br />6. ALL CONTRACTORS, SUBCONTRACTORS, SUPPLIERS AND FABRICATORS
<br />SHALL BE RESPONSIBLE FOR TI-E CONTENT OF DRAWINGS, AND POIR THE
<br />SUPPLY AND DESIGN OF APPROPRIATE MATERIALS AND WORK
<br />PERFOR!MANCE.
<br />1. ALL MANUFACTURED ARTICLES, MATERIALS AND EaJIPMENT SHALL
<br />BE APPLIED, INSTALLED, ERECTED, USED, CLEANED, AND C40NDITIONED IN STRICT
<br />ACCORDANCE WITH MANUFACTUREW8 RECOMMENDATIONS.
<br />11. SITE WORK
<br />1. FOUNDATION DESIGN 16 BASED ON A MINIMUM SOIL PRESSURE OF: 20M POP. IF A SOILS
<br />REPORT WAS NOT PREPARED, THE CONTRACTOR 16 RESPONSIBLE TO RETAIN A
<br />GEOTECI-INICAL ENGINNEER TO CONFIRM T14E 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 THS NEW CONCRETE FOUNDATIONS SHALL BE COMPACTED
<br />TO S5% OPTIMUM DENSITY. SOIL COMPACTION TESTS TO ISE TAKEN BY A
<br />MALIFIED SOILS LAS PRIOR TO POURING ANY CONCRETE.
<br />3. FOOTINGS SHALL BE NEAT EXCAVATED WHERE POSSIBLE WITH SIDES AND TOP EDGES
<br />FREE OF L006E OR LUST MATERIALS. WHERE NEAT EXCAVATION 15 NOT POSSIBLE,
<br />FOOTINGS EXCAVATION SHALL BE OPEN CUT WITH EDGE$ FORMED AND BRACED. ALL
<br />FOOTINGS WITH FORMED EDGES SHALL BE 5ACJQlILLED FROM BOTTOM TO TOP OF
<br />FOOTING WITH SELECT FILL. T14E 501 IOM EXCAVATION SHALL BE CLEAN AND DRY
<br />WITH ALL LOOSE MATERIAL REMOVED FOIR AN ESSENTIALLY FLAT BEARING SURFACE.
<br />4. PROVIDE SOIL TREATMENT FOR TERMITES PER THE 2010 F5C, RESIDENTIAL.
<br />111. CAST IN PLACE CONCRETE
<br />1. CONCRETE TO BE NORMAL WEIGHT WITH THE FOLLOWING MINIMUM COMPRESSIVE
<br />STRENGTHS AT 28 DAYS:
<br />aJ FOOTW.4, SLAB -ON -GRADE, SLAB FILL 95M PSI
<br />b-) MASONRY WALL TIE BEAMS, TIE COLUI'1146_2500 PSI
<br />2. CONCRETE SHALL BE READYMIX PER ASTM C134-
<br />a-) POR I LAND CEMENT - ASTM CIDO
<br />b.) AC<1REGATE6 - ASTM C33 (3/4" MAX.)
<br />cJ NO CALCIUM CHLORIDE
<br />d-) AIR ENTRAINISIG; - ASTM C260
<br />e.) WATER REDUCING - ASIM C4%4
<br />0 FLYASH - ASTM C618-18 CLASS F (20 Po MAX.)
<br />g.) WATER - CLEAN AND POTABLE
<br />3. REINFORCING STEEL. AS'tM A615 GRADE 40, DEFORMED BARS.
<br />4. REWIRED SLUMP RANGE - 3" TO 9,11.
<br />5. WELDED WIRE FABRIC: ASIM AISS
<br />6. MOISTURE 5ARRIM- 6 MIL POLYETWYLENE.
<br />1. CODES AND STANDARPSt
<br />a.) ACI 301 IISPEC FOR STRUCTURAL CONCRETE FOR 15ULDING;S."
<br />b-) ACI 30b "RECOMMENDED PRACTICE " 140T WEATHER CONCRETING-V
<br />cJ ACI 319 "MILDC-L CODE REMIREEMENTS " REIW- CONCRETE."
<br />d.) ACT 315 "DETAILS AND DETAILIWs OF CONCRETE FREINPORrZMENT."
<br />8. MINIMUM LAP SPLICE - 40 BAR DIAMETERS UNLESS NOTED OTHERWISE.
<br />Z. CONCRETE FINISHES SHALL BE PER CONTRACTOWS SPEC'S.
<br />10. SUBCONTRACTOR 18 RESPONSIBLE FOR T14E PROPER DESIGN AND CONSTRUCTION
<br />OF: ALL FORMWOW., SHORING, AND RESHORINGI.
<br />11. REINFORCWx BAR COVER.
<br />a-) FOOTINGS 3"
<br />b-) COLUMNS 1 1/2"
<br />c.) BEAMS AND WALLS 1 1/211
<br />d.) SLABS 3/4" (INTERIOR), 1 1/2" (EXTERIOR)
<br />12. CONCRETE SHALL 09 PLACED WITHIN W MINUTES OF: BATCH TIME.
<br />13. PROVIDE CORtER BARS AT ALL WALL FOOTING CORNERS TO MATCI-4 HORIZONTAL BARS.
<br />(2511 MINIMUM LAID).
<br />14. ALL IBUILPING SLABS -ON -GRADE SHALL BE NOMINAL 4" TWICIC� P15ER-MESH CONC. OR
<br />REINFORCED WITH 6x&-U.4 W.WP. ON 6 MIL VAPOR BARRIER. SEE PLANS FOR OTHER CONDITIONS.
<br />111157. ANCHOR BOLTS FOR WOOD PLATES To CONCRETE OR MASONRY (ALTERNATIVESA
<br />a. J BOLTS - USE 1/211 X S" "J" BOLTS WIT14 611 EM15EPMENT AND 211 PROJECTION WHEN INSTALLED
<br />PRIOR TO PLACING CONCRETE, AS SHOWN ON DRAWINGS.
<br />b. EXPANSION ANCHORS - USE 1/211 X 411 EMBED, HILTI KWIK BOLT 11, OR EGLIAL, AT LOCATIONS
<br />(OTHER THAN EDGE CONDITIONS) IN LIEU OF: 1/211 X gill IIJII BOLTS.
<br />c. EPDXY ANC44ORS IN CONCRETE - USE 1/211 X 4-1/411 IMBED, WITH WILTI C100), OOR ANC44OR
<br />BOND BY CIELTITE, INC. AT EDGE OF SLAB CONDITION WHERE BOLT 16 LESS TWAN 611 TO
<br />A CONCRETE EDGE.
<br />d. EPDXY ANCHOR& IN TOP OF: BLOCK WALLS - USE THREADED PIOD, (3/411 X A6-5/811 IMBED) ON
<br />TOP OF 811 MASONRY WALLS WIT14 HILTI HIT C-100 ADHESIVE OR ANCHOR MOND, WHEN 1/2" X 1511
<br />IIJ BOLTS ARE OMITTED.
<br />16. FOOTING SIZES SHOWN AM TYPICAL ONLY FOR STATED SOIL IBEARIWa FIRESSUIRE AND
<br />CONSISTED COMPACTION. CONTRACTOR SHALL BE RESPONSIBLE FOR FOOTINGS
<br />COMPLYING WITI4 T44E DESIGN RElQUIREMENTS OF SPECIFIC SOIL CONDITIONS.
<br />11. PROVIDE 1/2" EXPANSION JOINT MATERIAL BETWEEN ALL CONCRETE SLA55 AND
<br />ABUTTING CONCRETE OR MASONRY WALLS OCCURRING IN EXTERIOR OR UNIMATED AREAS.
<br />IV. MASONRY
<br />1. 14OLLOW LOAD IMARING; UNITS (CMU) SWAI-L CONFOW TO ASTM CW, NOWAL WEIGHT, TYPE 1, GRADE N.
<br />MINIMUM NET COMPRESSIVE STRENGITW - ISM PSI.
<br />2. MORTAR SHALL BE I Y M OR 8 AND CONFORM TO ASTM C210.
<br />3. CONCRETE GROUT SHALL CONIFORM TO ASTM C416-
<br />a.) 30M "I AT 28 DAYS.
<br />b-) 3/8" MAXIMUM AGGREGATE.
<br />r-) all - III, SLUMP.
<br />4. IBARS SHALL WAVE MINIMUM CLEARANCE OF: 1/2" FROM MASON14 . T14E CLEAR DISTANCE
<br />BETWEEN BARS, SHALL NOT BE LESS THAN ONE BAR DIAMETER; NOR LESS THAN P.
<br />S. VERTICAL REINFORCING SHALL ISE AT ALL CORNERS, EACH JAMB OF OPIENW-06 OVER 4 FT. WIDE,
<br />UNDER ALL GIRDER LOADS, AND NOT TO EXCEED 8'0" 0/0 FOR STRAIGHT WALLS, OR AS SWOUN
<br />ON TI-E DRAWINGS. FILL CELLS WITW CONCRETE GROUT AS SPECIFIED. PROVIDE ACI W DEGREE
<br />STANDARD 1-1001<S INTO FOOTING, AND TIE BEAMS.
<br />Ill. REINFORCING BARS SWALL BE STRAIGHT EXCEPT FOR BENDS AROUND CORNIERS AND WHERE
<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 />& WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITW A VERTICAL CORE, IT SHALL NOT BE
<br />SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL. DOWELS $WALL ISE GROUTED INTO A
<br />CORE IN VERTICAL ALIG?4MENT, EVEN THOUGH IT 16 IN AN ADJACENT CELL TO THE VERTICAL
<br />WALL REINFORCEMENT.
<br />S. CLEANOUTS SHALL BE PROVIDED IN THE 50TTOM COURSE OF MASONRY IN EACW GROUT
<br />POUR WHEN THE POUR WEIG14T EXCEEDS 5'. PROVIDE 4" X 4" OBSERVATION HOLE TO
<br />VERIFY CONCRETE GROUT PLACEMENT.
<br />10. PLACE ALL MASONRY IN F"ING BOND WIT14 3/9" MORTAR JOINTS. PROVIDE COMPLETE
<br />COVERAGE FACE SHELL MORTAR BEDDING, HORIZONTAL AND VERTICAL. FULLY
<br />MORTAR WESS IN ALL COURSES OF PIERS, COLUMNS, AND PILASTERS AND
<br />AND ADJACENT TO GROUTED CELLS.
<br />11. PROVIDE a" X a" PRECAST REINFOIRCED CONCRETE LINTELS OVER ALL MASONRY OPENINGS
<br />NOT SHOWN TO HAVE A STRUCTURAL BEAM. MINIMUM END BEARING , 41'
<br />RE R TO LINTEL SCI-IEDULE (MINIMUM CAPACITY OF: IOW PLF).
<br />12. PROVIDE METAL CAVITY CAM, 611 WIRE MES14, OR PUR-O-STOP BY DUR-A-WALL, INC, "RE
<br />REMIRED TO FRETAN GROUT IN VERTICAL CELLS.
<br />VICARPENTRY
<br />L DIMENSIONED LUMBER SHALL BE PRESSED 648, AND 614ALL SEAR TI-E GRADE STAMP
<br />OF THE MANUFACTURER'S ASSOCIATION.
<br />2. ALL LU15ER SHALL BE SOUND, SEASONED, AND FREE FROM WARP.
<br />3. ALL STRUCTURAL BEAMS AND HEADERS SHALL BE SOUTHERN YELLOW PINE (6YIN'.) NO. I
<br />GRADE OR BE I I MR, WITH SWA.E MEMBER (UNINACTORED) STFE68ES AS FOLLOWS:
<br />PV a W PSI
<br />Fc, - 915 PSI
<br />E - 1,600AWO PSI
<br />IS% MAXIMUM MOISTURE CONTENT
<br />A FRAMINGS LUMBER SHALL 15E 42 SPRUCE -FINE -FIR OR BETTER.
<br />15. INTERIOR NON -LOAD BEARING WALLS MAY ISE UTILITY GRADE.
<br />4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE 014ALL 15E PRESSURE TREATED.
<br />5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITW A CCA SALT TREATMENT IN
<br />ACCORDANCE WITH PA. TT-W-511 AND BEAR THE AMERICAN WOOD PRESERVERS
<br />INSTITUTE EISIUALITY MARK LP- I
<br />II SHEATHING FOR ROOFS AND WALLS SHALL 15E APA RATEP (EXPOSURE 1) SHEATHING
<br />WITH EXTERIOR GLUE. ALL ROOF SHEATHING TO BE INSTALLED WITI4 PLYCLIPS.
<br />(MAXIMUM 2411 O/C). SEE DETAILS FOR SHEATHING THICIOJESSE&
<br />1. NAILING " PLYWOOD ROOFS AND WALL SHEAT14NG 9-44ALL ISE Od COMMONS 0
<br />411 O.C. A PANEL EDGE$, AND 611 O.C. INTERMEDIATE, FOR 1/2-1 SHEATWINS OR
<br />LESS. NAILING FOR STRUCTURALLY APPROVED ARC441TECTURAL WALL PANELS (1/4"+)
<br />SHALL ISE SO COMMON a 411 O/C AT PANEL EDGES, AND (V O/C INTERMEDIATE.
<br />ALL FLOORING MATERIAL TO BE 3/4" T4G PLYWOOD, "LSD AND GLUED TO FLOOR
<br />JOISTS. FLOOR NAIL WIT14 10d NAILS AT 3" olr- AT PANEL EDGES, 6- O/C IN T14E
<br />FIELD. STAGGER NAILS AT 2" 01C AT BUTT ENDS OF PLYWOOD SWEATWIW-.&
<br />S. INSTALL BRIDGING: IN ALL (2X) FLOOR OR ROOF JOISTS AT 81-0" MAXIMUM.
<br />INSTALL BLOCKING IN ALL BEARING WALLS AND PARTITIONS OVER SI-011 0
<br />MID -WEIGHT. BRACE GABLE END WALLS AT 4'0" 0/0 WHERE WALL FRAMING 15
<br />NOT CONTINUOUS FROM FOUNDATION TO ROOF, OR AS SHOWN ON DRAVINGS.
<br />10. ALL NAILING AND BOLTING SHALL COMPLY WIT14 AMERICAN INSTITUTE OF: TMER CONSTRUCTION
<br />REIQUIREMENTS. ALL NAILS EXIOOSED TO THE EXTERIOR 614ALL BE GALVANIZED.
<br />II. ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPSON
<br />STRONGBTIE CO. OR EaJIVALENT. SUBMIT CUT SWEETS FOR ALL CONNECTION
<br />HARDWARE To CONTRACTOR FOR APPROVAL. ALL NAIL HOLES $14ALL BE FILLED
<br />OR AS PRESCRIBED BY T14E MANUFACTURER.
<br />12. PROVIDE A SINS-41-E PLATE AT THE BOTTOM AND DOUBLE PLATE AT T14E TOP OF: ALL
<br />LOAD 5EARIW4 STUD WALLS. STAaGER END JOINTS IN DOUBLE PLATES AT LEAST 4--011
<br />PER DETAIL. 2 X 4 SILL PLATES FOR BEARING WALLS SHALL BE BOLTED TO
<br />FOUNDATION AS PER BEARING WALL DETAIL.
<br />13. LOAD MEARJN3 STUDS SHALL BE DOUBLED AT ALL ANGLES AND AROUND ALL OPENINGS,
<br />AND AT STRUCTURALLY AF19WVED ARC441TECTURAL WALL PANEL JOINTS. STUDS SHALL
<br />BE TRIPLED AT ALL CORNERS.
<br />14. WOOD LINTELS OVER OPENINGS SHALL ME DOUBLED 2xI2 HEADERS UNLESS
<br />NOTED OTHERWISE ON PLANS, WIT14 COINTNUOUG 1/2" PLYWOOD Pll I ER CUT TO
<br />FULL DEPTH OF: BEAM BETWEEN 2x MEMBERS.
<br />155 RAFTER SCWWULE FOR CONVENTIONAL FRAMED AREAS
<br />MAXIMUM MAXIMUM
<br />MEMBER SIZE SPAN (SYP 02) SPAN (SFM)
<br />2 X 4 1 FT. & FT.
<br />2 X IS, 9 FT. a FT.
<br />2 X 8 12 FT. 10 FT.
<br />2 X 10 14 Ft. 12 Ft.
<br />2 X 12 16 FT. 14 FT.
<br />NOTE 1: RAPTIERS MUST BE BRACED LATERALLY BY A CONTINUOUS "LNG OF
<br />SHEATHM 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 RAFTER UNLESS
<br />OT14EMISE NOTED ON PLANS.
<br />NOTE 4: CONNECTOR SCHEDULE
<br />A SIMFSON MtS20 (OR EWAL) BETWEEN CAT 15LOCKM AND RDOP TRUSSES.
<br />5. SIMPSON WS (OR EQJAL) BETWEEN RAFrER TAILS TO CAT BLOCKW_%
<br />C. SIMPSON W5 (OR EaJAL) BETWEEN T14E RAFTERS AND RIDGE BOARD.
<br />D. SIMPSON C-520 AT ENDS OF RIDGE BOARD, OR SIMPSON JOIST
<br />WANGER WHERE APPLICABLE.
<br />V1. PRE-ENGINEERED WOOD TRUSSES.
<br />1. T1416 SECTION DEFINES PRE-ENGINEERED, PREFABRICATED, METAL PLATE CONNECTED
<br />WOOD ROOF: AND FLOOR TRUSSES AS RWOOD TRUSSES".
<br />2. TWOS LAYOUTS SHOWN ON PLANS ARE SCHEMATIC ONLY. TRUSS MANUFACTURER
<br />AND/OR ENGINEER SMALL BE FIESPONSISLE FOR T14E DESIGN AND SPACING OF ALL
<br />TRUSSES AND $WALL SUBMIT SHOP DRAWINGS TO THE BUILDER FOR APPROVAL.
<br />3. T14E WOOD TFLISS MANUFACTURER MUST PARTICIPATE IN A CODE APPROVED THIRD PARTY
<br />CIUALITY ASSURANCE PROGRAM SUCH AS T14E TRIAS PLATE INSTITUTE'S ulQUALITY C-04TROL
<br />INSPECTION PROGRAM" OR ECIUIVALENT.
<br />4. WOOD TRUSS MEMBERS AND CONNECTIONS SHALL BE DESIGNED FOR ALL LOADS SHOWN ON
<br />THE CONTRACT DOCAIMENTS INCLUDING- LIVE, DEAD, AND CONCENTRATED LOADS, PLUS
<br />WIND LOAPS.
<br />S. REI R TO TI-E FLOOR PLAN AND OTHER STRUCTURAL DETAIL 814EETS FOR IMPORTANT
<br />INFORMATION NOT SPECIFIC -ALLY ADDRESSED BY T14E TRUSS FRAMING LAYOUT
<br />SUC44 AS BEARING UALL WEIGHTS AND CEILING VAULT DETAILS.
<br />6. WOOD TRUSS, DESIGN SHOP DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED TO,
<br />T14E FOLLOWING INFORMATION:
<br />aJ SPAN LENGTI-1, OVERHANG AND SAVE DIMENSIONS, SLOPE AND SPACING OF
<br />THE WOOD TRUSSES.
<br />b.) ALL DESIGN LOADS AND T14EIR POINTS OF APPLICATION, VAILLEY AND CONVENTIONAL
<br />FRAMING MOT 15E CONSIDERED.
<br />c-) ADJUSTMENTS TO ALLOWABLE VALUES.
<br />cl-) REACTIVATE FORCES AND THEIR LOCATIONS.
<br />e.) BEARING TYPE AND MINIMUM BEARING LENGTH.
<br />0 DEFLECTIONS.
<br />g.) METAL CONNECTOR PLATE TYPE, GAUGE, SIZE, AND LOCATION.
<br />h) LUMBER SIZE, SPECIES, GRADE AND MOISTURE CONTENT.
<br />I.) LOCATION AND CONNECTION DESIGN OF FIEWIRED CONTINUOUS LATERAL BRACING%
<br />J.) NET UPLIFT LOADS BASED ON ACTUAL BUILDING DEAD LOAD.
<br />k.) WE5 REIWORCEMENT DETAILS FOR GABLE END TRUIMS.
<br />1.) VALLEY SETS FOR OVER -BUILD CONDITIONS.
<br />-1. LIMIT DEFLECTIONS FOR LIVE LOAD TO SFANr_k69) (ROOF), SPAN/4W (FLOOR), AND
<br />LIMIT TOTAL LOAD DEFLECTIONS TO SPANn4V (ROOF), SPANA360 (FLOOR) UNLESS
<br />SPECIFICALLY NOTED OTHERWISE.
<br />FIRE RETARDANT WOOD 18 NOT ALLOWABLE FOIR USE AS TRUSS CHORDS OR WEBS.
<br />SL WOOD TRUSSES SHALL BE DESIGNED 80 T14AT MINIMAL HORIZONTAL REACTIONS
<br />AM IMPOSED ON T14E SUPPOIRTING STRUCTURE UNDER VERTICAL LOADS. NO SLIP
<br />CONNECTIONS ARE ALLOWED UNLE86 OTHERWISE NOTED. CONTACT CONTRACTOR AS REGUIRED.
<br />10. WOOD TRAMS IIIUST BE C4-ECKED FOR WND. WIND VELOCITY, DESIGN VELOCITY
<br />PRESSURES, AND MEAN ROOF HEIGHT MUST BE 6140M ON T14E SUBMITTED 6140P DRAWINGS
<br />11. CONTINUOUS BOTTOM C4401RD LATERAL 5RACIWA 16 REWIRED AT A MINIMUM
<br />SPACING OF 101 OZ. UNLESS NOTED OTHERWISE. BOTTOM C44ORD BRACING 18
<br />CONTINUOUS FROM ONE END OF T14E BUILDING TO THE OTHER END. OVERLAP
<br />CONTINUOUS 5RACINS; AT LEAST ONE TRUSS SPACE- USE A MINIMUM OF 2 X 4
<br />(ROOF), 2Xfi, (FLOM GRADE MARKED LUMBER AT LEAST 10- LONG, WIT14 2-lCpd
<br />NAILS AT INTERMEDIATE AND 3-19,d NAILS AT END CONNECTIONS.
<br />12. CROSS BRACING 16 RE=IRED AT MINIMUM 10' Or- UNLESS NOTED OTHERWISE. LOCATE
<br />CROSS 5PACIWs AT OR NEAR THE 50TTOM CHORD, 5RACW_% INSTALL CROSS BRACING AT
<br />EACH END AND AT 20'OC. ALONG THE LENGTH OF: THE LATERAL 5RACW_-L CROft
<br />5RACING; 16 ACCOMPLISHED BY ATTACHIN5.1 DIAGONAL WEIS BRACING TO OPPOSITE SIDES
<br />or- THE SAME GROUP OF: SIMILAR WEB MEMBERS. SLOPE CROSS BRACING IN OPPOSITE
<br />DIRECTIONS AT APPROXIMATELY 45 DEGREES FORMING A CROSS "X". USE A MINIMUM OF
<br />2x4 GRADE MARKED LUMBER WIT14 AT LEAST 3-16d NAILS AT EACH CONNECTION.
<br />13. TRUSS ERECTOR 18 RESPONSIBLE FOR ALL TEMPORARY BRACINS-2 OF TRUSS
<br />SYSTEM DURING CONSTRIUCTIM
<br />14. HANDLING, INSTALLATION, AND BRACING OF WOOD TRUSSES SHALL BE IN ACCORDANCE
<br />WIT14 FUMISHED BY THE TRUSS PLATE INSTITUTE.
<br />15. ALL WOOD TRUSSES SHALL BE FASTIENIED TO THEIR SUPPORTS WIT14 APPROVED HURRICANE
<br />ANCHORS, RATED TO CARRY UPLIFT LOADS SPECFIW BY TRUSIS MANUFACTURER.
<br />16. ALL CONNECTION WAIRDWARE SHALL BE GALVANIZED AND SUPPLIED 15Y SIMF`SON
<br />STRONG -TIE, OR APPROVED EIQUIVALENT MANUFACTURER ALL NAIL HOLES SHOULD
<br />BE FILLED, OR AS PRESCRIBM BY T14E MANUFACTURER.
<br />11. TRUSSES AM TO BE DESIGNED TO ALLOW FOR T14E PROPER ROUTINISs OF A/C
<br />DUCT WORK AND PLLMING. C44AMS SHALL NOT BE BLOCKED BY WOOD TRUSSE&
<br />I& PILING OF PLYWOOD ON WOOD TRUSSES 16 NOT ALLOWED.
<br />IS. INSTALLATION OF: BROKEN, DAMAGED, WARPED, OR IMPROPERLY REPAIREP WOOD
<br />TRUSSES 16 NOT ALLOWED.
<br />20. IMPROPER OR LNAUT14ORIZED FIELD ALTERATIONS OF WOOD TRUSSES 16 NOT ALLO11M.
<br />21. C%45LE ENDWALL TRUSSES MUST TRANSFER LATERAL LOADS TO T14E SHEAR UALLS AND/OR
<br />THE ROOF DIAPHRAGM.
<br />22. WOOD TRAMS TWAT DO NOT MEET INTERIOR LOAD BEARING ILKLLS I'lUST BE 814MIED.
<br />DO NOT PULL WOOD TRUSSES DOWN TO INTERIOR BEARIW35.
<br />23. SUBMITTALS: A-L SUBMITTALS WALL 5EAR THE EMWSSEP SEAL OF A LICENSW STRUCTURAL
<br />ENGINEER IN T44E STATE OF FLORIDA AM SHALL 5E SuBMITTED TO COVRACTOR FOR
<br />REVIEW PRIOR To WOOD TRiM FABRICATION.
<br />aJ SUIBMIT SEALED WOOP TRAS DESIGN CALCULATIONS AND ILES FOR EACH TYPE OF
<br />TMAIS WITW PERMANENT BRIDGING REOWREMENTS.
<br />b.) SUMMIT WOOD TRUSS ERECTION PLAN, INCLUDING CONNECTION DETAILS AND UPLIFT
<br />ANCHORS.
<br />cJ SUBMIT WOOD TRUSS TEMPORARY ERECTION BRACING PLAN.
<br />dJ MAINTAIN COPY OF SUBMITTAL ON JOBSITE.
<br />PROTECTION AGAINST TERMITES
<br />R318.1 Termite Protection. Termite protection "It be provided b� registered tormitIcIdec Including boll applied pesticides, baiting
<br />s9stemb and pesticide* applied to wood, or other approved methods of termite protection labeled for use as a preventative treatment
<br />to now construction. Sam Section 202, "lotored tormiticids. Upon completion of the application of the La.. Its protective treatment, a
<br />Certificate of Compliance "It be Issued to the building department bg the lIcAmed post control comparg that contains the Following
<br />statement. 711no building i-os received a complete treatment for the prevention of subterranean termites. Treatment Is In accordance
<br />with rules and laws established bg the Florida 0opartment of Agriculture and Consumer Servicee.
<br />R315.1.1 If soil treatment Is used For subterranean termite prevention, the initial chemical soil treatment Inside the foundation
<br />perimeter "[11 be done after all excavation, backfilling and compaction 16 complete.
<br />R318.12 if soil treatment Is used for subterranean termite prevention, soil area disturbed after initial chemical &oil treatment shall
<br />be retreated with a chemical soil treatment, including opaces boxed or formed.
<br />R318.13 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 ang other purpose shall big created bg using plastic or metal pormarentIg
<br />placed forma of sufficient depth to eliminate ang planned soil disturbance after Initial chemical soil treatment.
<br />R318.IA If soil treatment 16 used for subterranean Lan., Its prevention, chsmlcall� treated soil shall be protected with a minimum 6
<br />mil vapor retarder to protect against rainfall dilution. If rainfall occirs before vapor retarder placanneft, retroatment 16 required.
<br />Ang work, including placement of reinforcing steel, done after chemical treatment until the concrete floor I* 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 prevention, concrete overpour or mortar accumulated along the exterior
<br />foundation porimistor al,411 be removed prior to exterior chemical soil treatment, to enhance vertical penetration of the chemicals.
<br />R318.1.6 if soil treatment 16 used for subterranean termite prevention, chmfcal soil treatments shall also be applied under all
<br />exterior concrete or grade within I foot (300 mm) of the primarS structure ald-Ile. Also, a vertical chemical barrier "]I be
<br />applied promptIS after construction Is completed, Including initial landscaping and Irrigation/6prinkler installation. AN soil disturbed
<br />after the chemical vertical barrier to applied shall be promptl� retreated.
<br />R318.1.1 If a reel6tored tormlticldo formulated and registered as a balt sS6tom To used for subterranean tor, Its prevention,
<br />Sections R318.1.1 through R31016 do not appl91 however, a signed contract assuring the installation, maintenance and monitoring
<br />of the baiting 6�6tsm for a minimum of 5 Sears from the issue of the Certificate of Occupanr-g shall be provided to the building
<br />official prior to the pouring of the slab, and the sU6tsm must be Installed prior to final building approval. If the baiting aS6tom
<br />directions for use require a monitoring pbaGs prior to installation of the pesticide active Ingredient, the installation of the
<br />monitoring phase components shall be domed to constitute installation of the 696tem.
<br />R31818 If a registered tormiticids formulated and registered as a wood treatment 16 used for subterranean termite prevention,
<br />Sections R31&IJ through R318.lb do not applS. Application of the wood treatinant tormiticids shall be as required bg label
<br />directions for use, and must be completed prior to final building approval.
<br />R3182 Penetration. Protective sleeves around piping penetrating concrete slab -on -grads floors "It not be of cellulose -oonta InIng
<br />materials and, if soil treatment Is used for subterranean termite protection, the sleeve shall have a maximum wall thickness of 0.010
<br />Inch (025 mm) and be sealed within the slab using non-corroalve clamping device to eliminate the annular space between pipe and
<br />the 61sove. No tormiticides shall be applied inside the sloovs�
<br />R3103 Cleaning. Call& and cavities In masomrg units and air gaps between brick, stone or masorrg veneer& and the structure "it be
<br />cleaned of all non-proservative treated or non-naturall�j durable wood, or other collulcloo-containing material prior to concrete
<br />placement.
<br />Exception- inorganic material manufactured for closing calls In foundation concrete masonrU unit construction or clean earth fill
<br />placed In concrete masorr� unit voids below slab level before termite treatment to performed.
<br />R310A Concrete bearing lodes5rTc*, otone or other veneer shall be supported bg a concrets bearing lodes at least equal to the total
<br />thickness of the brick stone or other veneer which is poured IntogralIg 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 p+-l9oIcal barrier. An approved prigsloal barrier shall also be installed from below the wall sill plate or first block course
<br />horizontalig to embed in a mortar joint. If maeo" venow extends below erade, a termite protective treatment must be applied to the
<br />cavIt9 created between the veneer and the Foundation, in lieu of a p"Icai barrier.
<br />Exception:Vonsor "ported b� a structural member secured to the foundation slolowall in accordano4ow with AC1530/ASCE r7/TMS
<br />402, provided at least a (b inch (152 mm) clear Inspection space of the foundation aldswall exterior exist between the veneer and
<br />the top of aN soil, sod, mulch or other organic landscaping component, deck, apron, porch wak or arKj other work ImmodiatelS
<br />acUacent to or adjoining the structure.
<br />11018B Foam plastic protection. Extruded and expanded polgatgrons, polqiboc�anurate and other foam plastics shall not be installed on
<br />the exterior face or under Interior or exterior foundation walls or slab foundations located below grade. The clearance between roam
<br />plastics installed above grade and exposed earth "it be at least I& inches (152 mm).
<br />Exceptions:
<br />1. Buildings where the structural members of walls, floors, call"& and roofs are ontIrsIg or noncombustible materials or
<br />pressure-proservative- treated wood.
<br />2. ahon 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 or basement walls.
<br />R31" Protection aea [not clocaq and termites. Condensate lines, Irrleation/aprfrkJor 696tom risers for aprag heads, and roof downspouts
<br />shall clischaree at least I foot (3M mm) awd� from the structure sidowall, whether lb� underground piping, tail extensions or splash
<br />blocks. Clutters with downspouts are required on all buildineb with eaves of less than 6 Inches, (152 mm) horizontal projection excapt
<br />for gable and rakes or on a roof above another roof.
<br />R315.1 Preparation or building site and removal or debris.
<br />R319.1.1 All building altos "it be eraded to provide drainaes under all portions of the building not occupied bg basements.
<br />R318.1.2 The foundation and the area encompassed within I foot (305 mm) therein shall have all vegetation, stumps, dead roots,
<br />cardboard, trash and foreign material removed and the fill material "Ill be free of vegetation and forsten material. The fill "I[ be
<br />compacted to assure adequate support of the foundation.
<br />R318.13 After all work is completed, loose wood and debris "Ill be completsig removed from under the building and within I foot
<br />(305 mm) thisroof. All wood forms and supports "It be completaig 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 coilluloGe-contairing
<br />material placed in ang location where such materials are not clearIS visible and readlig removable prior to completion Of the work.
<br />Wood shall not be stored in c4ontact with thoground under anS building.
<br />TYPICAL NAILING SCHEDULE
<br />Ledejer strip
<br />l6d common
<br />3 at each joist
<br />6018 plate to Joist or
<br />l6d common
<br />161, O.C.
<br />blocking, face nail
<br />Top of aole plate to stud,
<br />l6d common
<br />2
<br />and nalled
<br />Stud to eole plate, toe nail
<br />8d common
<br />4
<br />Doubled studs, face nail
<br />10d common
<br />2411 O.C.
<br />Doubled top plateil, face
<br />10d common-
<br />1611 along each
<br />nail
<br />edge
<br />Continuous header to
<br />8d commion
<br />3
<br />stud, toe nail
<br />D(b sheathing or less to
<br />8d common
<br />2
<br />each bearing, Face nail
<br />Over lX8 sheathing to
<br />Od common
<br />3
<br />each bearing, face nail
<br />Build-up comer studs
<br />l6d common
<br />24" OL.
<br />l3ulld-up griders and
<br />20d common
<br />32N O.C. at top
<br />beams up to three members
<br />and bottom and
<br />staggered 2 ads
<br />at each
<br />splice
<br />1/211 Vsum Sheathing
<br />11 ga i-1/2N
<br />4NO.C. at edges
<br />146" head
<br />811 oc. at other bearm-
<br />SION Vow Sheathing
<br />11 ga I-3/4N
<br />400L. at edgm
<br />146" head
<br />6" or- at other bearWa
<br />Voum UJallboard
<br />V2N
<br />1-3/8' dr9wall nail
<br />Toz. on Callings
<br />8'0.C. on walls
<br />5/8"
<br />1-1/21' dr9wall nail
<br />71"O.C. on callings
<br />13"O.C. on walls
<br />Wardboard Lap Siding,
<br />Od corrosion resistant
<br />1611 O.C. at top
<br />01rect to Studs
<br />with minima shark
<br />and bottom "as
<br />dia. of 009W Inch
<br />and minimum head
<br />dia. of 0240 inch
<br />Wardboard Lap Siding,
<br />10d corrosion resistant
<br />16" O.C. at top
<br />over Sheathing
<br />with minimum ef-ark
<br />and bottom "as
<br />dia. of AMW inch
<br />and minimum head
<br />dia. or 0240 inch
<br />l4ardboard Panel siding,
<br />6d corrosion resistant
<br />9,11 OL. at edges
<br />Direct to Studs
<br />with minimum Shark
<br />1211 O.C. at
<br />dia. of ODWO inch
<br />Intermediate
<br />and minimum head
<br />supports
<br />dia. of 0225 inch
<br />Hardboard Panel siding,
<br />9d corrosion resistant
<br />611 OL. at "as
<br />Over to Sheathing
<br />with minimum Shark
<br />1211 O.C. at
<br />dia. of ODWO inch
<br />Intermediate
<br />and minimum head
<br />supports
<br />dia. of 0225 inch
<br />AS PER FLORIDA BUILDING CODE 2010, RESIDENTIAL
<br />TABLE R301.2.1.3 AND ASCE 7-10 METHODS
<br />ULTIMATE WIND SPEED (MPH)
<br />140
<br />EXPOSURE CATEGORY
<br />B
<br />BUILDING RISK CATEGORY
<br />11
<br />ROOF SLOPE
<br />Roof > 7 to 27 degrees
<br />INTERNAL PRESSURE
<br />ENCLOSED 0.18
<br />COEFFICIENT
<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 />a eooe
<br />5 2
<br />QD
<br />C7
<br />a
<br />1___�
<br />L-3
<br />-1
<br />2 1
<br />- -
<br />3 3
<br />12 -4
<br />1 2 1
<br />-
<br />:3
<br />WaHs
<br />Roof -
<br />WIDTH OF EDGE
<br />STRIPS (a)
<br />8
<br />FT
<br />OPENING PROTECTION REQUIRED
<br />COMPONENT & CLADDING DESIGN PRESSURE (PSF)
<br />ZONE
<br />1
<br />ZONE 2
<br />ZONE 3
<br />ZONE 4
<br />ZONE 5
<br />Area 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 />1 -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 Vascl
<br />Area(SF)or
<br />ZONE I
<br />ZONE 2
<br />ZONE 3
<br />ZONE4
<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 />I
<br />I
<br />1
<br />1 19.2
<br />-21.4
<br />1 19.2
<br />1 -21.4
<br />WNNECoTOR PRO=T APPROVAL5
<br />APPUCATION
<br />SH=50N COW56TOR
<br />FL APPROVAL No.
<br />CAP5 AND BA5E5
<br />GG, EGr,, PC, EPG
<br />FL 10.560
<br />ABU
<br />FL 10&44
<br />GOWGRETE I MA50NRY
<br />GONNEIGTORS,
<br />HU, HUG
<br />FL 10655
<br />H6T, MEIHA
<br />FL 10&bb
<br />HO, H060, HHPQ
<br />FL 10441
<br />PETAL, F-6TP, HETA, HHETA, FIM,
<br />HT5M, H6AM W%H L6UM LTA META
<br />M5TAM, M5TGM, MT5M
<br />FL 114-0
<br />H6AI0, L6T, MC7T, M5TG, V6T
<br />FL 11470
<br />HTT, LTT
<br />FL 114%
<br />HAN6ER5
<br />L55U, L-9J, THA
<br />FIL 104477
<br />HHIJ5, H5UL, H5K HU, HLIG, IL6,IUT, LU,
<br />LUS, MUMLI 5K U
<br />FL 10531 / FIL 10655
<br />H60, H6W, WA6, HHr_-U, HR)5 H)GQ
<br />R,115, LC4J, LLIS, M6U, WYFT, THA, TH65,
<br />TH60, THC7K THJU
<br />FL 114b&
<br />5, BA, HEI, Lf3V
<br />FL Illbb
<br />156, ffi, 61-5,61-ST, 6LT, 6LTV, Hffi, 1161-5,
<br />H6LT, H6LTV, HHB, HHEV, HIT, HK MI,
<br />HINIJ, IT5,ITT, ME6, MIT, W-6, K NI, 1,W,
<br />WNPU, W, WI, mi,
<br />FL 10661
<br />5TRAP5 AND TIES,
<br />A, FG, C7A, HH, L, L5, LPT, Z
<br />FL 1044b
<br />FTA, H, H6T, HT%�TA, LT5, MTS, R5P,
<br />R5T, 50, SPH, 55P
<br />FL 10456
<br />GIM5T, r-5, FHA, HST, L5TA, L5TI, W,
<br />M5TA, M5TG, M5TI, 5T
<br />FL 10&52
<br />a!
<br />!a
<br />L
<br />(V MAX
<br />PANEL SPAN
<br />HOLES AT 12" OZ. SPACM
<br />MAX_ FOR FASTENERS,
<br />41!
<br />RE: F5C - TA5LE R3012.1.2
<br />I
<br />FOR FASTENER TYPE
<br />sill
<br />HOLES IN CENTER OF:
<br />PLYWOOD FOR PRESSURE
<br />EQUAL17-ATION
<br />0
<br />,\,-MIN. -111ro.. PLYWOOD
<br />a
<br />L
<br />&I TO a' MAX
<br />PANEL SPAN
<br />2 X 4 5RACING AT
<br />SEAM ON INTERIOR
<br />FACE OF FIANEL
<br />HOLES AT c3" OR 12" OZ.
<br />SPACIW_% MAX. FOR FASTENERS,
<br />IRE: F15C - TA5LE R301.2.1.2 FOR
<br />FASTENER TYPE
<br />HOLES IN CENTER OF
<br />PLYWOOD FOR I"RESSURE
<br />EQUALIZATION
<br />2" TEN GAUI3E WOOD SCREWS
<br />TO FASTEN PLYWOOD TO 5RACM
<br />2 X 4 IBRACING ON EXTERIOR
<br />FACE OF: PANEL
<br />HOOD 5TI;ZUGTUF;ZAL PANEL - OPENING, PROTEGTION OPTION
<br />1/1611 PLYWOOD
<br />F
<br />j,f1ff"-0:,
<br />I
<br />G N
<br />S .400.
<br />I Z
<br />E
<br />0 W
<br />Z 1--
<br />R
<br />0 co 9 M'g
<br />W 0
<br />0 w
<br />(5
<br /><
<br />W a.
<br />U_
<br />co - �; �2 co cc
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<br />Dax a,
<br />�_Iom i�
<br />Z
<br />LL c
<br />W Z
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<br />a)
<br />I EA
<br />N
<br />W
<br />LL
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<br />0
<br />0
<br />0 b
<br />U)
<br />_j
<br />Z
<br />Z IN Z 0 0
<br />D LU Z
<br />0 T g 0 , <
<br />> LL U) LL1 - = -0
<br />< a W T_ W
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<br />LL 0 Z
<br />< af LL (D
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<br />Uj Z w F- >
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<br />W Z < Z) 0 < T:
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<br />C14
<br />Uj 0
<br />U)
<br />FIRST ISSUE
<br />12/04/13
<br />SECOND ISSUE
<br />THIRD ISSUE
<br />FOURTHISSUE
<br />ADDENDUM
<br />1
<br />ADDENDUM
<br />2
<br />ADDENDUM
<br />3
<br />REVISIONS
<br />SEAL DATE
<br />SHEET
<br />SD1
<br />
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