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STRUCTURAL SPECIFICATIONS
<br />LGENERAL
<br />1. SUBCONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION
<br />TO ENSURE THE SAFETY OF THE BUILDING UNTIL STRUCTURAL SYSTEM IS COMPLETED.
<br />THIS INCLUDES, BUT 18 NOT LIMITED TO, T14E ADDITION OF WHATEVER TEMPORARY
<br />BRACING, SHORING, GUYS TO TIE -DOWNS TWAT MAY BE NECESSARY.
<br />2. SUIBCONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF WIS, WOW DLPJNG CONSTFUCTION.
<br />3. APPLICABLE 5UILD]Wx CODES: - FLORIDA BUILDING CODE (2010, RESIDENTIAL EDITION)
<br />4. DESIGN LOADS:
<br />A ROOF. LIVE LOAD- 20 PSKMINIMUM).
<br />DEAD LOAD_ 10 PWSWINGLE) 20 PSF (TILE).
<br />B. FLOOR- LIVE LOAD_ 60 PSF BALCONIES, 40 FOR ALL OT14ER ROOMS
<br />DEAD LOAD-10 PW
<br />C. SOIL FTMOSUFS: 2WO PSF (ASSUMED MW.
<br />5. STRUCTURAL MEMBER ALLOWAIBLE DEFLECTION
<br />Rafters havirig slope& greater than 3:12 with no finished calling attached to rafters
<br />LAW
<br />Interior wells and partitions
<br />44/180
<br />Floors and plastered c4ollings
<br />L/360
<br />All other structural members
<br />L/240
<br />Exterior walls with plaster or stucco finish
<br />141360
<br />Exterior walls -wind loads with brittle Finishes
<br />W/240
<br />Exterior walls-wInd loads with flexible rintshes,
<br />L/120d
<br />I-Intals, supporting masonrtj vanear walls
<br />L/600
<br />6- ALL CONTRACTORS, SUBCONTRACTORS, SUPPLIERS AND FABRICATORS
<br />SMALL BE RESPONSIBLE FOR TI-E CONTENT OF DRAWINGS, AND FOR THE
<br />SUPPLY AND DESIGN OF APPRoMIATE MATERIALS AND WOW
<br />PERF-ORMANCE.
<br />1. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SMALL
<br />BE APPLIED, INSTALLED, ERECTED, USED, CLEANED, AND CONDITIONED IN STRICT
<br />ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
<br />11. SITE WORK
<br />1. FOUNDATION DESIGN, IS BASED ON A MINIMUM SOIL PRESSURE OF 20M PSF. IF A SOILS
<br />REPORT WAS NOT PREPARED, T14E CONTRACTOR 15 RESPONSIBLE TO RETAIN A
<br />GEOTEC44NICAL ENGINNEER TO CONFIRM THE SOIL CONDITIONS. SHOULD FIELD
<br />CONDITIONS INDICATE THIS MINIMUM CONDITION DOES NOT EXIST, T44E CONTRACTOR
<br />SMALL IMMEDIATELY NOTIFY ENG;INEER Or- RECORD.
<br />2. THE SUBGRAIDE UNDER THE NEW CONCRETE FOUNDATIONS SMALL BE COMPACTED
<br />TO T15% OPTIMUM DENSITY. SOL COMPACTION TESTS TO BE TAKEN BY A
<br />QUALIFIED SOILS LA5 PRIOR TO POURING ANY CONCRETE.
<br />3. FOOTING;5 SHALL BE NEAT EXCAVATED WHERE 1005515LE WITH SIDES AND TOP EDGE$
<br />FREE OF LOOSE OR WET MATERIALS. WHERE NEAT EXCAVATION 15 NOT POSSIBLE,
<br />FOOTINGS EXCAVATION SHALL BE OPEN CUT WITH EDGES FORMED AND BRACED. ALL
<br />FOOTINGS WITH FORMED EDGES SHALL BE 5ACKFILLED FROM 50TTOM To TOP OF
<br />FOOTING: WITH SELECT FILL. THE 50TTOM EXCAVATION SHALL BE CLEAN AND DRY
<br />WITH ALL LOOSE MATERIAL REMOVED FOR AN ESSENTIALLY FLAT 5EARIW3 SURFACE.
<br />4. PROVIDE SOIL TREATMENT FOR TERMITES PER T14E 2010 FBC, RESIDENTIAL.
<br />111. CAST IN PLACE CONCRETE
<br />1. CONCRETE TO BE NORMAL WEIGHT WITH THE FOLLOWING MINIMUM CCIMPRESSIVE
<br />STREWSTHS AT 28 DAYS:
<br />a.) FOOTINGS, SLAB -ON -GRADE, SLA15 FILL 2500 PSI
<br />bd MASONRY WALL TIE BEAMS, TIE COLUINS--2500 PSI
<br />2. CONCRETE SHALL BE FMADYMIX PER ASTM C134:
<br />a.) PORTLAND CEMENT - ASTM C11570
<br />b-) AGG%WG;ATES - ASTM C33 (3/4" MAXd
<br />cd NO CALCIUM C44LORIDE
<br />dd AIR ENTRAINING - ASTM C260
<br />a.) WATER REDUCING - ASTM C4134
<br />0 FLYASH - ASTM C618-18 CLASS F (20 % MAX-)
<br />g.) WATER - CLEAN, AND POTABLE
<br />3. REINFORCING STEEL: ASTM A615 GiRADE 40, DEFOR1'IED BAR$.
<br />4. REQUIRED SLUMP RANGE - 3" TO 511.
<br />5. WELDED WIRE FABRIC: ASTM AIDS
<br />6. MOISTURE BARRIER. (P MIL POLYETHYLENE.
<br />'I. CODES AND STANDARDSt
<br />a.) ACI 301 "SPEC FOR STRUCTURAL CONCRETE FOR 51,111-01WIS."
<br />lod ACI 305 "REC4X1MENDED PRACTICE FOR HOT LUEAT14ER CONCRETNG.11
<br />cJ ACI 318 "51LDG. CODE REQUIREMENTS FOR WINK CONCRETE."
<br />dd ACT 315 "DETAILS AND DETAILING or- CONCRETE REINFORC-EMENT.11
<br />MINIMUM LAP SPLICE - 40 BAR DIAMETERS UNLESS NOTED OTI-ERWISE.
<br />Ti. CONCRETE FINISHES SMALL BE PER CONTRACTOR'S SPEC'S.
<br />10. Sl9WONTRACTOR IS RESPONSIBLE FOR T14E R DESIGN AND CONSTRI.ICTION
<br />OF: ALL FORMWORK SHORING, AND RESWORIW%
<br />It. REINFORCING BAR COVER -
<br />ad FOOTINGS 3"
<br />bd COLUMNS 1 1/211
<br />cd BEAMS AND WALLS 1 1/2"
<br />old SLAW 3/411 (INTERIOR), 1 1/2-1 (EXTERIOR)
<br />12. C-04CRETE SHALL BE PLACED WITHIN W MINUTES OF: BATCH TIME.
<br />13. PROVIDE CORNER BARS AT ALL WALL FOOTING COWERS TO MATC44 HORIZONTAL 5ARS.
<br />(2511 MINIMUM LAP).
<br />14. ALL IBUILDIW-v SLA156-ON-GIRADE SHALL BE NOMINAL 411 THICK, FIIBER-MESW CONC. OR
<br />REINFORCED WITH bx&-UA W.W.F. ON 6 MIL VAPOR BARRIER. SEE PLANS FOR OTHER CONDITIONS.
<br />15. ANC14OR BOLTS FOR WOOD PLATES To CONCRETE OR MASONRY (ALTEWATIvESh
<br />a. J BOLTS - USE 1/21' X 811 BOLTS WITH 6" EMBEDMENT AND 2" PROJECTION WHEN INSTALLED
<br />PRIOR TO PLACING CONCRETE, AS SHOWN ON DRAWIW2S.
<br />b. EXPANSION ANCHORS - USE 1/211 X 4-1 EMBED, WILTI KWIK BOLT 11, OR EQUAL, AT LOCATIONS
<br />(OTHER THAN EDGE CONDITIONS) N LIEU OF 1/211 X 811 "Ll" BOLTS.
<br />c. EPDXY ANCHORS IN CONCRETE - USE 1/2" X 4-1/411 IMBED, WITH WILTI C100), OR ANC44OR
<br />BOND BY CELTITE, INC., AT EDGE OF: SLAB CONDITION WHERE BOLT IS LESS THAN 611 To
<br />A CONCRETE EDGE.
<br />d. EPDXY ANCHORS IN TOP OF BLOCK WALLS - USE THREADED ROD (3/411 X A&-5/811 IMBED) ON
<br />TOP OF 8" MASONRY WALL$ WITH WILTI HIT C-100 ADHESIVE OR ANCI-M BOND, WHEN 1/211 X all
<br />"J BOLTS ARE OMITTED.
<br />ICP. FOOTNG SIZES SHOWN ARE TYPICAL ONLY FOR STATED SOL BEARING PRESSURE AND
<br />CONSISTED COMPACTION. CONTRACTOR SMALL BE RESPONSIBLE FOR FOOTIN36
<br />COMPLYING: WITH THE DESIGN REQUIREMENTS Or- SPECIFIC SOIL CONDITIONS.
<br />11. PROVIDE 1/2" EXPANSION JOINT MATERIAL BETWEEN ALL CONCRETE SLA56 AND
<br />A5UTTIW_s CONCRETE OR MASONRY WALLS OCCIJIRRING; IN EXTERIOR OR UNHEATED AREAS.
<br />IV. MASONRY -
<br />1. 14OLLOLU LOAD BEARIWs LINITS (CMU) SMALL CONFORM TO ASTM CW, NORMAL WEIGHT, TYPE 1, GRADE N.
<br />MINIMUM NET COMPRESSIVE STREW-sT14 - ISM PSI.
<br />2. MORTAR SHALL BE TYPE M OR 8 AND CONFORM TO ASTM C210.
<br />3. CONCRETE GROUT SMALL CONFOW TO ASTM C416:
<br />ad 3000 PSI AT 28 DAYS.
<br />bd 3/911 MAXIMUM AC<*RECxATE.
<br />cd 8" - 11" SLUMP. ,
<br />4.15ARS WALL HAVE MINIMUM CLEARANCE OF 1/211 FROM MASONRY. T14E CLEAR DISTANCE
<br />BETWEEN BARS SMALL NOT BE LESS THAN ONE BAR DIAMETER, NOR LESS THAN 111.
<br />S. VERTICAL REINFORCING SHALL BE AT ALL CORNERS, EACH JAMB OF OPENINGS OVER 4 FT. WIDE,
<br />UNDER ALL GIRDER LOADS, AND NOT TO EXCEED 8011 O/C FOR STRAIGHT WALLS, OR AS SHOWN
<br />ON THE DRAWINGS. FILL CELLS WITH CONCRETE GROUT AS SPECIFIED. PROVIDE ACI W DEWREE
<br />STANDARD HOOKS INTO FOOTING, AND TIE BEAMS.
<br />ro. REINFORCING BARS SHALL ME STRAIGHT EXCEPT FOR BENDS AROLM CORNERS AND WHERE
<br />BENDS OR HOOKS ARE DETAILED ON THE PLANS.
<br />1. REINFORCING BARS SHALL BE LAPPED 40 BAR DIAMETERS WI-IEFE SPLICED AND SHALL
<br />BE WIRED TOGETI-ER.
<br />S. WHEN A FOLNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SMALL NOT BE
<br />SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL. DOWELS SHALL BE GROUTED INTO A
<br />CORE IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL
<br />WALL REINFORCEMENT.
<br />13. CLEANOUTS SMALL BE PROVIDED IN THE 50TTOM COURSE OF MASONRY IN EACH GIROUT
<br />FOUR WI-IEN THE POUR WEIGHT EXCEEDS 5'. PROVIDE 4" X 411 05SERVATION MOLE To
<br />VERIFY CONCRETE G;ROUT PLACEMENT.
<br />10. PLACE ALL MASONRY IN FAkNIN63 50NO WITH 3/811 MORTAR JONTS. FRDVOE COMPLETE
<br />COVERAGE FACE SHELL MORTAR BEDDING, HORIZONTAL AND VERTICAL. FULLY
<br />MORTAR WEBS IN ALL COURSES OF: PIERS, COLUMNS, AND PILASTERS AND
<br />AND ADJACENT To G;ROUTED CELLS.
<br />Il. PROVIDE 8" X 8" PRECAST REINFORCED CONCRETE LINTEL$ OVER ALL MASONRY OPENINGS
<br />NOT SHOWN TO WAVE A STRUCTURAL 5EAM. MINIMUM END BEARING - 411
<br />REFER To LINTEL SCHEDULE (MINIMUM CAPACITY OF IOM PLF).
<br />12. PROVIDE METAL CAVITY CAPS, 6" WIRE MESH, OR DUR-0-STOP BY DUR-A-WALL, NC, "FE
<br />REQUISED To RETAIN GROUT N VERTICAL CELLS.
<br />V.CARPENTRY
<br />1. DIMENSIONED LUMBER SMALL Me DRESSED 646, AND SWALL BEAR THE GRADE STAMP
<br />OF T14E MANUFACTURER'S ASSOCIATION.
<br />2. ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE FROM WARP.
<br />3. ALL STRUCTURAL 15EAMS AND HEADERS SHALL BE SOUTI-EW YELLOW PINE (SYPJ NO. I
<br />GRADE OR BETTER, WITH SINGLE MEMBIER (UNIFACTORED) STRESSES AS FOLLOWS.
<br />FV - W PSI
<br />r-- - %I& PSI
<br />E - 1,60CAPM PSI
<br />IS% MAXIMUM MOISTURE CONTENT
<br />A, FRAMING LUMBER SHALL BE 02 SPRUCE -PINE -FIR OR BETTER-
<br />B. INTERIOR NON-LOAP BEARING WALLS MAY BE UTILITY GRADE.
<br />4. ALL LU15ER IN CONTACT WIT14 MASONRY OR CONCRETE SHALL BE PRIESOWIM TREATED.
<br />S. PRESSURE TREATED LUMBER SHALL ISE IMPREGNATED WITW A CCA SALT TREATMENT IN
<br />ACCORDANCE WITW FA TT-W-511 AND BEAR T14E AMERICAN WOOD PRESERVERS
<br />INSTITUTE EQUALITY MARK LP- 2.
<br />Co. SHEATHING FOR ROOFS AND WALL$ SHALL BE APA RATED (EXPOSARE 1) SHEATHING:
<br />WITH EXTERIOR GLUE. ALL ROOF: SHEATHING TO BE INSTALLED WITH PLYCLIPS.
<br />(MAXIMUM 2411 O/W SEE DETAILS FOR SHEATHING THICKNESSE&
<br />1. NAIL ING FOR PLYWOOD ROOFS AND WALL SHEATHING SWA� BE ad C421MONS 0
<br />411 O.C. a PANEL EDGES, AND 611 OZ. INTERMEDIATE, FOR 1/211 SHEATHING OR
<br />LESS. NAILING FOR STRUCTURALLY APPROVED ARCHITECTURAL WALL PANEL$ (1/4110
<br />SMALL BE (or) COMMON o 411 O/C AT PANEL EDGES, AND do o1c INTERMEDIATE.
<br />ALL FLOORING MATERIAL TO BE 3/4" T4G PLYWOOD, NAILED AND GLUED TO FLOOR
<br />JOISTS. FLOOR NAIL WITH 10d NAILS AT 3" O/C AT PANEL 8, CP. O/C N THE
<br />FIELD. ST R NAILS AT 2" O1rC AT BUTT ENDS OF: PLYWOOD SWEATWW-.L
<br />S. INSTALL BRIDGING IN ALL (2X) FLOOR OR ROOF JOISTS AT 81-ON MAXIMUIM.
<br />INSTALL BLOCKING; IN ALL BEARING WALLS AND PARTITIONS OVER cil-ON 0
<br />MID-14EIG44T. BRACE GABLE END WALLS AT 41011 O/C WHERE WALL FRAMING IS
<br />NOT CONTINUOUS FROM FOUNDATION To ROOF, OR AS SHOWN ON DRAWINGS.
<br />10. ALL NAILNG *0 BOLTING SI-IALIL COMPLY WITH RlERCAN WTITUTE OF TI CONSTRUCTION
<br />REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SMALL BE C%ALVANIZED.
<br />II. ALL C42-NECTION HARDWARE SHALL BE GALVANIZED AND WrPLIED BY SIMPSM
<br />STRONGTIE CO, OR EQUIVALENT. SUBMIT CUT SWEETS FOR ALL CONNECTION
<br />WARDW,4RE TO C40NTRACTOR FOR APPROVAL. ALL NAIL HOLES SWALL BE FILLED
<br />OR AS PRESCRIBED BY THE MANUFACTURER.
<br />12. PROVIDE A SWALE PLATE AT THE 130TTOM AND DOUBLE PLATE AT T14E TOP OF: ALL
<br />LOAD IBEAR114G STUD WALLS. STAAGER END JOINTS IN DOABLE PLATE$ AT LEAST 4--Ou
<br />MR DETAIL. 2 X 4 SILL PLATES FOR BEARING WALLS SMALL BE BOLTED TO
<br />FOUNDATION AS PER BEARING WALL DETAIL.
<br />13. LOAD BEARING STUDS SHALL BE DOUBLED AT ALL ANGLES AND AROUND ALL OPENINGS,
<br />AND AT STRUCTURALLY APPRIOVED ARCWITECrURAL WALL PANEL JOINTS. STUDS SHALL
<br />BE TRIPLED AT ALL CORNERS.
<br />14. WOOD LINTELS OVER OPENING;S SHALL BE DOUBLED 2xI2 HEADERS UNLESS
<br />NOTED OTHERWISE ON PLANS, WITH CONTINUOUS I/2N PLYWOOD FILLER CUT TO
<br />FULL DEPTH OF BEAM BETWEEN 2x MEMBERS.
<br />15. RAFTER SC44MULE FOR CCNVENTIONAL FRAMED AREAS.
<br />MAXIMUM MAXIMUM
<br />MEMBER SIZE SPAN (SYP 02) SPAN (SPM)
<br />2 X 4 -1 FT. (P FT.
<br />2 X (P S FT. a IFT.
<br />2 X 8 12 FT. 10 FT.
<br />2 X 10 14 FT. U FT.
<br />2 X 12 16 Fr. 14 FT.
<br />NOTE 1; RAFTERS MUST BE BRACED LATERALLY BY A CONTINUOUS "LNG 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 50ARDS TO BE ONE SIZE LARGER THAN RAFTER UNLESS
<br />OTHERWISE NOTED ON PLANS.
<br />NOTE 4: CONNECTOR SC44EDULE
<br />A SIMPSM M520 (OR EQUAL) BETWEEN CAT BLOCKING AND ROOF: TRUSOES.
<br />5. SIMPSON H5 (OR EQUAL) BETWEEN RAFTIER TAILS TO CAT BLOCKW-%
<br />C. SIMPSON H5 (OR EQUAL) BETWEEN THE RAFTERS AND RIDGE BOARD.
<br />D. SIMPSON C820 AT ENDS OF RIDGE 50AFV, OR SIMPSON JOIST
<br />MANGER WHERE APPLICABLE.
<br />VI. PRE-ENGINEERED WOOD TRUSSES.
<br />1. THIS SECTION DEFINES PRE-EWaINEERED, PREFABRICATED, METAL PLATE CONNECTED
<br />WOOD ROOF: AND FLOOR TRUSSES AS NWOOD TRUSSES".
<br />2. TRUSS LAYOUTS SWOWNI ON PLANS ARE SCHEMATIC ONLY. TRUSS MANIUFACTURER
<br />AND/OR ENG;INEER SMALL BE RESPONSIBLE FOR T14E DESIGN AND SPACING OF: ALL
<br />TRUSSES AND SWALL SUBMIT SHOP DRAAUINGS TO THE BUILDER FM AFPRIOVAL.
<br />3 T14E WOOD TRUSS MANUFACTURER MST PARTICIPATE IN A CODE APPROVED THIRD PARTY
<br />QUALITY ASSURANCE PROGRAM WC-14 AS THE TRI" PLATE INSTITUTE'S "QUALITY CONTROL
<br />INSPECTION PROG~" OR EQUIVALENT.
<br />4. WOOD TRUSS MEMBERS AND CONNECTIONS SHALL BE DESIGNED FOR ALL LOADS SHOWN ON
<br />T14E CONTRACT DOCUMENTS INCLUDING: LIVE, DEAD, AND CONCENTRATED LOADS, PLUS
<br />WIND LOADS.
<br />S. F?!E R TO T14E FLOOR PLAN AND OT14ER STRUCTURAL DETAIL SWEETS FOR IMPORTANT
<br />INFORMATION NOT SPECIFICALLY ADDRESSED BY T14E TRUSS FRAMINS; LAYOUT
<br />SUCW AS BEARING: WALL HEIGMTS AND CEILING VAJJLT DETAILS.
<br />6. UkX>0 TIQUSS DESIGN SHOP DRAWINGS SMALL INCLUDE, 15UT AM NOT LIMITED TO,
<br />THE FOLLOWING; IW-ORMATION-
<br />ad SPAN LENGTH, OVERHANG: AND EAVE DIMENSIONS, SLOPE AND SPACING OF
<br />THE WOOD TRUSSES.
<br />b.) ALL DESIG;N LOADS AND THEIR POINTS or- APPLICATION, VALLEY AND CONVENTIONAL
<br />FRAMING: MUST BE CONSIDERED.
<br />cd ADJUSTMENTS TO ALLOWABLE VALUES.
<br />cl.) REACTIVATE FORCES AND THEIR LOCATIONS.
<br />a.) BEARING TYPE AND MINIMUM BEARING LENGTH.
<br />fd DEFLECTIONS.
<br />9.) METAL CONNECTOR PLATE TYPE, GAUGE, SIZE, AND LOCATION.
<br />K) LUMBER SIZE, SPECIES, GRADE AND MOISTURE CONTENT.
<br />I-) LOCATION AND CONNECTION DESIGN Or- REQUIRED CONTINUOUS LATERAL BRACW_%
<br />J.) NET UPLIFT LOADS BASED ON ACTUAL BUILDING DEAD LOAD.
<br />k.) WEB REINFORCEMENT DETAILS FOR G;ABLE END TRUSSES.
<br />1.) VALLEY SETS FOR OVER-15UILP CONDITIONS.
<br />1. LIMIT DEFLECTIONS FOR LIVE LOAD TO SFAN/360 (ROOF), SFAN14W (FLOOR), AND
<br />LIMIT TOTAL LOAD DEFLECTIONS TO SPANn4O (ROOF), SPAN/360 (FLOOR) UNLESS
<br />SPECIFICALLY NOTED OTHERWISE.
<br />S. FIRE RETARDANT WOOD 18 NOT ALLOWA15LE FOR USE AS TRUS8 CHORI�S, OR WEIBS.
<br />S. WOOD TRUSSES SHALL BE DESIGNED 80 THAT MINIMAL 14ORIZONTAL REACTIONS
<br />ARE IMPOSED ON THE SUPPORTM STRUCTURE UNDER VERTICAL LOADS. NO SLIP
<br />CONNECTIONIS ARE ALLOWED LINLIESS OTHERWISE NOTED. CONTACT CONTRACTOR AS REQUIRED.
<br />10. WOOD TRUSSES I'lUST BE CHECKED FOR WIND. WIND VELOCITY, DES04 VELOCITY
<br />PRESSURES, AND MEAN ROOF WG;l4T MUST BE SHOWN ON THE SUBMITTIED SHOP DRAWINGS.
<br />11. CONTINUOUS 50TTOM C*IORD LATERAL SRACING IS REQUIRED AT A MINIMUM
<br />SPACIW_% OF 10'O.C. UNLESS NOTED OTHERWISE. BOTTOM C44OR0 BRACINS3 18
<br />CONTINUOUS FROM ONE END OF THE BUILDING TO THE OT14ER END. OVERLAP
<br />CONTINUOUS BRACING AT LEAST 04E TRUSS SPACE. USE A MIN" OF 2 X 4
<br />(ROOF), 2X& (FLOOR) GRADE MARKED LUMBER AT LEAST 10- LONG, WITH 2-16d
<br />NAILS AT INTERMEDIATE AND 3-16d NAILS AT END CONNECTIONS.
<br />12. CROSS BRACING IS REQUIRED AT MINIMUM 10'OjC. UNLESS NOTED OTHERWISE. LOCATE
<br />CROSS IBRACING; AT OR NEAR THE BOTTOM C44ORD BRACM INSTALL CROSS BRACING AT
<br />EACH ENO AND AT 20'O.C. ALONG TI-E LENGTH OF: THE LATERAL BRACM CROSS
<br />BRACING: 18 ACCOMPLISHED BY ATTACHING DIAGONAL WES BRACING TO OPPOSITE SIDES
<br />OF THE SAME GROUP OF: SIMILAR WEEB MEMBERS. SLOPE CROSS BRACING IN OPPOSITE
<br />DIRECTIONS AT APPROXIMATELY 45 DECiREES FORMING A CROSS "X". USE A MINIMUM OF
<br />2x4 GRADE MARKED LUMBER WITH AT LEAST 3-16cl NAILS AT EAC44 CONNECTIO1%L
<br />13. TRUSS ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY ISRACW3 OF: TRUSS
<br />SYSTEM DURING CONSTRUCTION.
<br />14. HANDLING;, INSTALLATION, AND BRACING OF WOOD TRUSSIES SMALL BE IN ACCORDANICE
<br />WIT14 PUBLISHED BY T14E TIlIWW PLATE INSTITUTE.
<br />15. ALL WOOD TRUSSES SMALL BE FASTENED TO THEIR SUPPORTS WITH APPROVED HURRICANE
<br />ANC44ORS, RATED TO CARRY UPLIFT LOADS SPECIFIED BY TRUSS MANUFACTURER.
<br />16. ALL CONNECTION HARDWARE SMALL BE GALVANIZED AND SUPPLIED BY SIMPSON
<br />STRONG -TIE, OR APPROVED EQUIVALENT MANIFACTURER, ALL NAIL HOLES S40ULD
<br />BE FILLED, OR AS PRESCRIBED BY T14E MANUFACTURER
<br />11. TRUSSES ARE TO BE DESIGNED TO ALLOW FOR T14E PROPER ROUTING: OF: A/C
<br />=T WORK AND PLUMBING. C14ASES SHALL NOT BE BLOCKED BY WOOD TRUSSES.
<br />I& PILW3 OF PLYWOOD ON WOOD TRU58ES IS NOT ALLOWED.
<br />IS. INSTALLATION OF: BROKEN, DAMAGED, WARPED, OR IMPROPERLY FIEPAIWO WOOD
<br />TIRUSW5 18 NOT ALLOWED.
<br />20. IMPROPER OR UNAUTHORIZED FIELD ALTERATIONS OF WOOD TRUSSES IS NOT ALLOWED.
<br />21. CABLE ENDWALL TRUSSES MST TRANSFER LATERAL LOADS TO T14E SHEAR WALLS AND/OR
<br />THE ROOF DIAPHRAGM.
<br />22. WOOD TRUSSES THAT DO NOT MEET INTERIOR LOAD BEARING WALLS MST BE 6141111ED.
<br />DO NOT FULL WOOD TRUSSIES DOWN TO INTERIOR BEARW-4.
<br />23. SURIMITTALS. ALL SUIBMITTALS SMALL BEAR 11-E EMOSSED SM OF A LICENSED SMCRVAL
<br />ENGINEER IN THE STATE OF FLORIDA AND SMALL IBE 81,113MITTED TO CONTIWCTOR FOR
<br />REvIEW PRIOR TO WOOD TRUSS FABRICATION.
<br />ad SUBMIT SEALEP WOOD TRUSS DESIGN CALCULATIONS AND ILES FOR EACH TYPE OF
<br />TRUSS WITW PERMANENT 1BRIMNG REQUIRE'll"IENTS.
<br />b.) SUBMIT WOOD TRIM ERECTION PLAN, INCCLUDM CONNECTION DETAILS AND UPLIFT
<br />ANC44ORS.
<br />cd SUBMIT WOOD TRUSS TEMPORARY ERECTION BRAr-ING PLAN.
<br />dd MAINTAIN COPY OF SUBMITTAL ON J058ITS.
<br />PROTECTION AGAINST TERMITES
<br />FU18.1 Termite Protection. Termite protection "Ill be provided b4j registered tormiticickas, including &oil applied pesticides, baiting
<br />s�atoms and pesticides applied to wood, or other approved methods of termite protection labeled for use as a preventative treatment
<br />to now construction. Sea Section 202, "[stmed tormItIcIde. Upon completion of the application of the termite protective treatment, a
<br />CArtificato of Compliance ahall be Issued to the building department bg the licensed post control compang that coritalm the Following
<br />statement: 7rho building has received a complete treatment for the prevention of subterranean termites. Treatment Is In accordance
<br />with rules and laws established bg the Florida Department of Agriculture and Consumer Serviced.
<br />R318A If soil treatment to used for subterranean termite "vention, the initial cklemical Goll treatment Inside 0-0 foundation
<br />perimeter shall bet done after all excavation, backfillTng and compaction is complete.
<br />R318.1.2 If &oil treatment is used for subterranean termite prevention, soil area disturbed after initial chemical soil treatment shall
<br />be retreated with a chemical soil treatment, Including spaces boxed or formed.
<br />R318.13 If &oil 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 be created bS using plastic or metal pormarartiq
<br />plac,od forms of sufficient depth to eliminate ang planned soil disturbance after Initial chemical *oil treatment.
<br />IR318.1.4 If 6oll treatment is used for subterranean tormito prevention, c:hanIca% treated &oil "It be protected with a minimum 6
<br />mil vapor retarder to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required.
<br />Ar�l work, including placement of reinforcing steel, done after chemical treatment until the concrete floor 16 poured, "It be done
<br />in ouch manner as to avoid penetrating or disturbing treated &ofl.
<br />R31815 If 6oll treatment to used for subterranean termite prevention, c4xicroto overpour or mortar accumulated along the exterior
<br />foundation perimeter "I[ be removed prior to exterior cl-amical Goll treatment, to enhance vertical penetration of the chemicals.
<br />R318.1.6 If soft treatment 16 used for subterranean tormits proventlon, chemical aoll treatments shall also be applied under all
<br />exterior concrete or grade within I foot (305 mm) of the primaN structure 61dowalls. Also, a vertical chemical barrier shall be
<br />applied promptIq after construction is completed, including initial landscaping arid frrigation/sprinklor installation. Ang ooll disturbed
<br />after the chemical vertical barrier Is applied shall be promptl� retreated.
<br />R-319.1.1 If a registered tormiticide formulated and registered as a bait 6ptem To used for subterranean tormito prevention,
<br />SactToris R318.1.1 tk-rough R310.1.6 do not appIVI however, a signed contract assuring the Installation, maintenance and monitoring
<br />of the baltirg 696tom for a minimum of 5 �eai*6 from the issue of the Certificate of OocupanciI "It be provided to the building
<br />official prior to the pouring of the alab, and the s�etom must be installed prior to Final building approval. If the baiting 6satem
<br />directions for use require a monitoring phase prior to installation of the pesticide active ingredient, the Inatallatiom of the
<br />monitoring phase compononts shall be doomed to constitute Installation of the agetoM.
<br />R318.1h If a registered tormiticide formulated and registered as a wood treatment Is used for subterranean termite prevention,
<br />Sections R31811 through R318.1.6 do not applS. Appllcatfom of the wood treatment to,, ItIcide shah be as required bg label
<br />directions for use, and must be completed prior to final building approval.
<br />FU182 Penetration. Protective &leaves around piping penetrating concrete olab-on-gracle floors oholl not be of collulose-containing
<br />materials and, if soil treatment Is used for subterranean termite protection, the sleeve &hall have a maximum wall thickileso 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 oloove. No tormiticides, elall be applied lnoTda the sleeve.
<br />R318.3 Cleaning. Calls and cavities In mabonrg units and air gaps between brick, atone or masorrg veroms and the structure alhall be
<br />cleaned of all non -preservative treated or non-naturall� durable wood, or other oollul000-cortainirka material prior to concrete
<br />placement.
<br />Exception: Inorganic material manufactured for closing calls in foundation concrete masoin unit construction or clean earth fill
<br />placed in concrete masonrV unit voids below slab level before termite treatment To performed.
<br />R310.4 Concrete bearing lodglolBrTck, atone or other venom "It be supported lo� a concrete bearing ledge at least equal to the total
<br />thickness of the brick atone or other veneer which to poured lntograll� with the czncreto 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+-Fjelcal barrier. An approved phgsTcal barrier &hall also be installed from below the wall sill plate or first block course
<br />horlzonta% to embed in a mortar joint. IF ma6onrg venom extends below grade, a termite protective treatment must be applied to the
<br />cavItS created bowson the venom and the foundation, in lieu of a p"tcal barrier.
<br />Exception:Venoor supported bg a structural member secured to the foundation sidawall in accordarcARu with ACI530/ASCE 5/TMS
<br />402, provided at least a ro Inch (152 mm) clear Inspection space of the foundation alclowall exterior exist between the venom and
<br />the top of ang &oil, sod, mulch or other organic landscaping component, clock, apron, porc*-� walk or aN other work IrmadlateIg
<br />adjacent to or acUolning the structure.
<br />R318b roam plastic protection. Extruded and expanded polqst�rono, pol�lsoc�anurato and other foam plastics shall not be installed on
<br />the exterior face or under Interior or exterior foundatlom wells or slab founclatloms located below grade. The clearance between foam
<br />plastics installed above grade and exposed earth shall be at least 6 Inde6 01572 mm).
<br />Exceptions:
<br />1. Buildines where the structural members of walls, floors, callings and roofs are ontfreig of noncombustible materials or
<br />presbure-proservatIve- treated wood.
<br />2. 11hon in addition to the requirements of Section M10.1, 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 wells.
<br />P318.6 Protection against doca� and tarmitee.Comdensato lines, Irrigation/aprinklor s9stom risers for spra� heads, and roof downspouts
<br />6MII discharge at least I foot (305 mm) awaq from the structure ofdowall, whether lo� underground piping, tall exteriaTOM6 or splash
<br />blocka� Cwjtter6 with downspouts are requirecl on all buildirg6 with eaves of less than & inches (152 mm) horizontal projection except
<br />for gable and rakes or on a roof above another roof.
<br />R318.1 Preparation of building site and removal of debris.
<br />R318.1.1 All building oltse ohall be graded to provide drainage 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 shell 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 "I[ be
<br />compacted to assure adequate support of the foundation.
<br />R31813 After all work 16 completed, loose wood and debrio "It be completolq ranoved from under the building and within I foot
<br />(305 mm� thereof. All wood Forms and supports shall be complatelS removed. This includes, but is not limited to: wooden grade
<br />stakes, forms, contraction apacorG, tub trap boxes, plumbing supports, bracing, shoring, forms or other collulose-containine
<br />material placed in ang location where our*,, materials are not cloarlS visible and readflU removable prior to completion of the work -
<br />Wood GMII not be stored in contact with the ground under aN building.
<br />TYPICAL NAILING 5CHEDULE
<br />Ledger strip
<br />l6d common
<br />3 at each joist
<br />We plate to joist or
<br />l6d common
<br />161, O.C.
<br />blockinci, face nail
<br />Top of sole plate to stud,
<br />I(od common
<br />2
<br />and nailed
<br />Stud to sole plate, too nail
<br />8d common
<br />4
<br />Doubled studs, face nail
<br />led common
<br />24" O.C.
<br />Doubled top plates, face
<br />lod common
<br />1611 along each
<br />nall
<br />edcle
<br />Continuous header to
<br />ed common
<br />3
<br />stud, toe nail
<br />IX8 sheathing or less to
<br />ed common
<br />2
<br />each bearing, face nail
<br />Over IX8 sheathing to
<br />Od common
<br />3
<br />each bearing, race nail
<br />Build-up comer studs
<br />l6d common
<br />24" O.C.
<br />Build-up griders and
<br />20d common
<br />3211 O.C. at top
<br />beams up to three members
<br />and bottom and
<br />staggered 2 ends
<br />at each
<br />!gllce
<br />1/211 Npsum Sheathing
<br />11 ga 1-1/211
<br />4"O.C. at edges
<br />1/16" he -ad
<br />all or- at other bearLng.
<br />5/8" G9p8um %wthing
<br />11 ga 1-3/411
<br />4110L. at edges
<br />1/1611 head
<br />8" oc. at other blearinci.
<br />Np6um UJallboard
<br />1/211
<br />1-3/8" dr9wall nail
<br />TO.C. on Callings
<br />5"O.C. on walls
<br />5/811
<br />1-1/211 dNwall nail
<br />70L. on ceilings
<br />VOL. on walls
<br />14ardboard Lap Siding,
<br />ed corrosion resistant
<br />1611 O.C. at top
<br />Direct to Studs
<br />with minimum shark
<br />and bottom "as
<br />d1a. OF OiDSW Inch
<br />and minimum head
<br />d1a. OF 0240 inch
<br />Wardboard Lap Siding,
<br />10d corrosion resistant
<br />16" O.C. at top
<br />over sheathing
<br />with minimum shark
<br />and bottom edgeo
<br />dia. OF ODW inch
<br />and minimum head
<br />dia. of 0240 inch
<br />Wardboard Panel siding,
<br />fid corrosion resistant
<br />(oil O.C. at edges
<br />Direct to Studs
<br />with minimum "rk
<br />1211 O.C. at
<br />dia. of ODWO inch
<br />Intermediate
<br />and minimum head
<br />supports
<br />dia. OF 0.225 inch
<br />14ardboard Panel siding,
<br />8d corrosion resistant
<br />9,11 OL. at "as
<br />Over to &wthing
<br />with minimuln sMrk
<br />12" 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
<br />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 />< 5 -LOOP-
<br />5
<br />y
<br />p Q,)
<br />Q-)
<br />C777
<br />2
<br />0
<br />C) C)
<br />C)
<br />2
<br />3 3
<br />1- -4
<br />1 2
<br />3-1
<br />WaHs
<br />moof-
<br />WIDTH OF EDGE
<br />STRIPS (a)
<br />8
<br />FT
<br />OPENING PROTECTION REQUIRED
<br />COMPONENT& CLADDING
<br />DESIGN PRESSURE (PSF)
<br />ZONE1
<br />ZONE 2
<br />ZONE3
<br />ZONE4
<br />ZONES
<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 />lNegative
<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 />ZONE1
<br />ZONE 2
<br />ZONE3
<br />ZONE4
<br />ZONES
<br />description
<br />Positive
<br />Negative
<br />Positive
<br />Negative
<br />Positive
<br />Negative
<br />Positive
<br />Negative
<br />Positive
<br />Negative
<br />lo
<br />16.0
<br />-20.3
<br />16.0
<br />-35.4
<br />16. qO-
<br />5 2. H44
<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 />9 .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 />F
<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 />1 19.2
<br />-
<br />-21.4
<br />----------
<br />WNNEGTOR PRO=T APPROVAL5
<br />AMICATM
<br />SIMPWN C01#66TOR
<br />IFL AWWV& No.
<br />GAP5 AND BAEE5
<br />60, EGG, PG, EPG
<br />FL 10&60
<br />AEXJ
<br />FL 10,54q
<br />r,ONC,RETE / MA50NRY
<br />GONNECTOR5
<br />HU, RY,
<br />FL 10655
<br />H6T, Mf3HA
<br />FL 10866
<br />110, H00b, HHDa
<br />FL 10441
<br />VETAL, F6_-T9 HETA, HHETA, HM,
<br />HT5M, H6AM, H6UM, L6UM, LTA, META,
<br />M5TAM, M5TGM, MT5M
<br />FL 114-13
<br />H6AI0, LC7T, M6T, M5TG, VaT
<br />FL 114770
<br />HTT,LTT
<br />FL 114%
<br />HAN6ER5
<br />L5W, L5U, THA
<br />FL10441
<br />HHL15, H5UL, W5UP, HU, RJG, ILrolVr, LU,
<br />LU51 MU19JLI 5UR U
<br />FL 10531 / FL 10655
<br />1-160, H6W, 1-166, HH6U, HR)5, R)CO,
<br />R)5, LGU, LL6, M6U, M5GPT, THA, T%B,
<br />TH60, THON, THJU
<br />FL 1146&
<br />E3,13A, HE3, L13V
<br />FL Ilibb
<br />E6, 613, 651-5, r_,L5T, GLT, 6LTV, Hffi, 1-161-5,
<br />H6LT, Hr-,LTV, HHf3, HHEID, HIT, HN, MI,
<br />HHJ, IT5,17, ME6, MIT, M5G, K WI, �W,
<br />4ff, W, WI, "31J,
<br />FLIOW
<br />5TRAP5 AND TIE5
<br />A, FC,, r9A, HH, L, L5, LPT� Z
<br />FL 1044b
<br />FTA, H, H6T, HT5,LFTA, LT5, M`r5, R5P,
<br />R5T, 50, 5PH, 55P
<br />FL10456
<br />GM5T, G5, FHA, H5T, L5TA, L5TI, M5T,
<br />M5TA, M5TG, M5TI, 5T
<br />FLlOb52
<br />5 11 _� L
<br />6' MAX
<br />PANEL SPAN
<br />WOLES AT 12" O.C. SPACIW3
<br />MAX. FOR FASTENERS,
<br />RE: FEYC - TA5LE R3012-1.2
<br />FOR FASTENER TYPE
<br />.E5 IN CENTER OF:
<br />1LOOD FOR PRESSURE
<br />IALIZATION
<br />1/16 11 PLYWOOC)
<br />2
<br />2 X 4 5RACING AT
<br />SEAM ON INTERIOR
<br />FACE OF PANEL
<br />'5 OR O.C.
<br />SPACIWz MAX. FOR FASTENERS,
<br />RE: F15C - TA15LE R3012.12 FOR
<br />FASTENER TYPE
<br />-14OLES IN CENTER OF
<br />FLY11.1000 FOR FIRESSURE
<br />EQUALIZATION
<br />\1-2" TEN GAyGr= ujoor:> er-REuis
<br />TO FASTEN PLYUJ000 TO 5RACIW_%
<br />2 X 4 5RACING ON EXTERIOR
<br />FAr-E OF PANEL
<br />'MIN. 111ro" PLYWOOO
<br />P400D 5Tf;ZUGTURAL PANEL - OPENIN6 PROTEGTION OPTION
<br />I
<br />'4%
<br />S
<br />\>>
<br />0
<br />E
<br />(D UJI
<br />_J z
<br />0
<br />< EE
<br />W
<br />11�
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<br />(D L.0
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<br />0 z: LL
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<br />0
<br />0
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<br />D
<br />_j
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<br />z N z 0 0
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<br />_J W
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<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 />M
<br />
|