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STRUCTURAL SPECIFICATIONS
<br />LGENERAL
<br />1. SUBCONTRACTOR IS RESPONSIBLE FOR MEANS AND MET14ODS OF CONSTRUCTION
<br />TO ENSURE T14E SAFETY OF: THE BUILDING UNTIL STRIJCTUIRAL SYSTEM 16 C01PLETED.
<br />THIS INCLUDES, BUT 18 NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY
<br />BRACING, SHORING, GUYS TO TIE-00JINS THAT MAY 15E NECESSARY.
<br />2. &95CONTRACTOR 16 SOLELY RIESPONSIBLE FOR T14E SAFETY OF HIS WORK DURM CONSTIRLICTION.
<br />3. AIOPLICA15LE BUILDING CODES- - FLORIDA BUILDING CODE (2010, RESIDENTIAL EDITION)
<br />4. DESIGN LOADS:
<br />A ROOF. LIVE LOAD- 2v PwmNiMJM).
<br />DEAD LOAD_ 10 PWSWINSLE) 20 PSF (TILE).
<br />5. FLOOIR. LIVE LOAD- 60 PSF BALCONIES, 40 FOR ALL OTHER ROOMS
<br />DEAD LOAD-10 PSF
<br />C. SOIL PRESSURE: 20M PSF (ASSUMED MIN.)
<br />V..CARPENTRY
<br />1. DIMENSIONED LUMBER SHALL BE DRESSED 548, AND SHALL BEAR THE GRADE STAMP
<br />OF T14E MANUFACTIURER'S A46OCIATION.
<br />2. ALL LUMBER SHALL ISE SOUND, SEASONED, AND FREE FROM WARP.
<br />3. ALL STRUCTURAL BEAMS AND HEADERS SHALL BE SOUTHERN YELLOW PINE (SYP-) NO. I
<br />C%RADE OR BETTER, WITH SINGLE MEMBER (UNPACTORED) STRE65EO AS FOLLOWS-
<br />FV 0 W pal
<br />Fc - 5 15 PS I
<br />E a 1,600~ PSI
<br />IS% MAXIMUM MOISTUIRE C40NTENT
<br />A FRAMING LUMBER SHALL BE 02 SPRUCE -PINE -FIR OR BETTER
<br />B. INTERJOR NON -LOAD BEARING WALLS MAY BE UTILITY COZADE.
<br />4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED.
<br />5. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN
<br />S. STRUCTURAL MEMBER ALLOWABLE DEFLECTION
<br />ACCORDANCE WITH Ph. TT-W-r7'Il AND DEAR THE AMERICAN WOOD PRESERVERS
<br />Rafters having slopow, greater than 3:12 with no finished calling attached to rafters
<br />LASO
<br />INSTITUTE E42UALITY MARK LP- 2.
<br />Interior walIG amd �artltlom
<br />WASO
<br />6. SHEATANG FOR ROOFS AND WALLS SHALL BE APA RATED (EXPOSURE 1) SWEATWING4
<br />Floors and plastered callings
<br />L/311,60
<br />WITW EXTERIOR GLUE. ALL ROOF SHEATHING TO BE INSTALLED WIT14 PLYCLIPS.
<br />All other structural members
<br />L/240
<br />(MAXIMUM 2411 O/C). SEE DETAILS FOR SWEAT14NG THICKNESSES.
<br />Exterior wal with plaster or atucc finish
<br />W/360
<br />Exterior wat-wind loads with brittle finishes
<br />W/240
<br />1. NAILING FOR PLYWOOD ROOFS AND WALL SHEATWNG SHALL BE Scl C;OMMONS 0
<br />Exterior walls -wind load* with flexible finishes
<br />LA20d
<br />411 O.C. a PANEL EDGES, AND 611 OiC. INTERMEDIATE, FOR 1/211 SWEATHING-S OR
<br />LInteI6 supporting masorrg venew waII6
<br />L/600
<br />LESS. NAILING FOR STRUCTURALLY APPROVED AWCHITECTURAL WALL PANELS (1/4'14
<br />SHALL BE 6D COt-11MON a 411 O/C AT PANEL EDGES, AND 611 O/C INTERMEDIATE.
<br />6. ALL CONTRACTORS, SUBCONTRACTORS, SUPPLIERS AND FAIIBRICATORS
<br />SHALL 15E MSPONS115LE 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 EGIUIPMENT SHALL
<br />BE APPLIED, INSTALLED, ERECTED, USED, CLEANED, AND CONDITIONEr> IN STRICT
<br />ACCORDANCE WITH RANLFAcTuRiwe RECOMMENDATIONS.
<br />11. SITE WORK
<br />L FOUNDATION DESIGN 15 BASED ON A MINIMUM SOIL PRESSURE OF 20" PSF. IF A SOILS
<br />REPORT WAS NOT PREPARED, THE CONTRACTOR 16 RESPONSIBLE TO RETAIN A
<br />GECITECHNICAL ENGINNEER TO COWIRM THE SOIL CONDITIONS. SHOULD FIELD
<br />CONDITIONS INDICATE THIS MINIMUM CZNDITION DOES NOT EXIST, T44E CONTRACTOR
<br />SHALL IMMEDIATELY NOTIFY ENGINEER OF: RECORD.
<br />2. T14E SUMGRADE UNDER T14E NEW CONCRETE FOUNDATIONS SHALL BE COMPACTED
<br />TO 215% OPTIMUM DENSITY. SOIL COMPACTION TESTS TO 15E TAKEN BY A
<br />CIIJALIFIED SOILS LAB PRIOR TO POURING ANY CZNCRETIE.
<br />3. FOOTINGO SHALL BE NEAT EXCAVATED WHERE POSS15LE WITH SIDE$ AND TOP EDGES
<br />OF LOOSE OR WET MATERIALS. WHERE NEAT EXCAVATION 15 NOT POSSIBLE,
<br />FOOTINGS EXCAVATION SHALL 15E OMN CUT WITH EDGES FORMED AND 5RACED. ALL
<br />FOOTINGS WITH FORMED EDGES SHALL BE 5ACKPILLED FROM 50TTOM TO TOP OF
<br />F00TI1,4 WITH SELECT FILL. THE 50TTOM EXCAVATION $14ALL BE CLEAN AND DRY
<br />WIT14 ALL LOOSE MATERIAL REMOVED FOR AN ESSENTIALLY FLAT BEARINi3a SURFACE.
<br />4. PROVIDE SOIL TREATMENT FOR TEWITES PER THE 2010 Per-, RESIDENTIAL.
<br />Ill. CAST IN PLACE CONCRETE
<br />L CONCRETE TO BE NORMAL WEIGHT WIT14 THE FOLLOWING MNIMUM COMPRESSIVE
<br />STRENGTHS AT 28 DAYS.
<br />a-) FOOTINGS, SLAD-ON-GRADE, SLAB FILL '1900 PSI
<br />b.) MASONRY WALL TIE BEAMS, TIE COLUMNS-25M PSI
<br />2. CONCRETE SMALL BE READYMIX PER ASTM C%4..
<br />a.) PORTLAND CEMENT - ASTM 0150
<br />bJ AGGREGATES - A61M C33 (3/411 MA>e-)
<br />c-) NO CALCIUM CHLORIDE
<br />d.) AIR ENTRAINIWs - ASTM C260
<br />a) WATER REDUCING - ASTM C404
<br />F.) FLYASH ASTM C618-18 CLASS F (20 % MAX-)
<br />g.) WATER CLEAN AND POTABLE
<br />3. REINFORCIWz STEEL: ASTM A(PI5 GRAPE 40, DEFORMED BARS.
<br />4. RECUIRED SLUMP RANGE - 3" TO 511,
<br />5. WELDED WIRE FABRIC: ASTM AISO
<br />6. MOISTURE BARRIER. (P MIL POLYETHYLENE.
<br />1. CODES AND STANDARDSt
<br />a.) ACI 301 "SPEC FOR STIltUCTURAL CONCRETE FOR 5UILDCN3S.H
<br />b.) ACI 305 "RECOMMENDED PRACTICE FOR HOT WEATHER C4)NCRETW.&"
<br />c,) ACI 319 115LM CODE REMIREMENTS FOR REE INF. CONCRETE."
<br />d-) ACT 315 "DETAILS AND DETAILM Or- CONCRETE REINFORICZMENT."
<br />MINIMUM LAP SPLICE - 40 BAR DIAMETERS UNLESS NOTED OTHERWISE.
<br />11� CONCRETE FINISHES SHALL BE PER CONTRACTOR'S SPSC'S.
<br />10. SUBCONTRACTOR 15 RIESPONSIBLE FOR THE PROPER DESIGN AND CONSTRUCTION
<br />OF ALL FORMWOFK SHORING, AND RESHORIW_%
<br />11. IM049ORCNG BAR COVER.
<br />a.) FOOTINGS 3"
<br />b.) COLUMNS 1 1/2"
<br />c-) BEAMS AND WALLS 1 1/2"
<br />d.) SLA58 3/411 (INTERIOR), I 1/2H (EXIMRIOR)
<br />12. CONCRETE SHALL BE PLACED WITHIN W MINUTES OF: IBATC44 TIME.
<br />13. PROVIDE CORNER 15ARS AT ALL WALL FOOTM COWERS TO MATCH HORIZONTAL 15ARS.
<br />(25" MINIMUM LAP).
<br />14. ALL BUILDING SLABS -ON -GRADE SHALL BE NOMINAL 4" THICK, FIBER-MESW CONC. OR
<br />REINFORCEP WITH 6xb-1111.4 W.WF. ON 6 M.IL VAPOR BARRIER. SEE PLANS FOR OTHER CONDITIONS.
<br />15. ANCHOR BOLTS FOR WOOD PLATES TO CONCFETS OR MASONRY (ALTERNATIVES).
<br />a. J BOLTS - USE 1/211 X IS" "J" BOLTS WITH 611 EMBEDMENT AND 2N PROJECTION WHEN INSTALLED
<br />PRIOR TO PLACING CONCRETE, AS SHOWN ON DRAWINGS.
<br />b. EXPANSION ANCJ-� - USE 1/2" X 4" EMBED, HILTI KWIK BOLT 11, OR EaJAL, AT LOCATIONS
<br />(OTHER THAN EDGE CONDITIONS) IN LIEU OF 1/211 X 811 "J" BOLTS.
<br />c. EPDXY ANCI-IORS IN C;ONCNIETE - USE 1/211 X 4-1/411 IMBED, WITI4 HILTI COO), OR ANC44OR
<br />BOND BY CELTITE, INC, AT EDGE OF: SLAB CONDITION W14EPM BOLT 18 LESS THAN 6" TO
<br />A CONCRETE EDGE.
<br />d. EPDXY ANC440" IN TOP OF BLOCK WALLS - USE THREADED ROD (3/411 X Arp-516" IMBED) ON
<br />TOP OF: W MASONRY WALLS WITI4 WILTI HIT 0-100 ADHESIVE OR ANCHOR BOND, WHEN 1/2" X all
<br />IIJ BOLTS ARE OMITTED.
<br />16. FOOTING SIZES SHOWN ARE TYPICAL ONLY FOR STATED SOL BEARING PRESSURE AND
<br />CONSISTED COMPACTION. CONTRACTOR SHALL ME RESPONSIBLE FOIR FOOTING;s
<br />C4MPLYNG WITW THE DESIGN RECIUIREMENTS OF SPECIFIC SOIL CONDITIONS.
<br />1-1. PROVIDE 1/2" EXPANSION JOINT MATERIAL BETWEEN ALL CZNCIRETE SLAIMS AND
<br />A5UMWs CONCRETE OR MABONRY WALLS OCCURRING IN EXTEMOR OR UNHEATED AREAS.
<br />IV. MASONRY
<br />L HOLLOW LOAD BEARING LNITS (CMU) $HALL CZNFOIRM TO ASTM CW, NOWAL WEEIGHT, TYPE 1, GRAPE 9
<br />MINIMUM NET COMPRESSIVE STRENGTH - tWO PSI.
<br />2. MORTAR SHALL BE TYPE M OR 8 AND CONFORM TO ASTM C210.
<br />3. CONCRETE GROUT SHALL C4Xf;ORM TO ASTM C416z
<br />a-) 3000 PSI AT 28 DAYS.
<br />b.) 3/Su MAXIMUM AGG;REGATE.
<br />c.) 8" - 1111 SLUMP.
<br />4. BARS SHALL WAVE MINIML91 CLEARANCE OF 1/2" FROM MASONRY. THE CLEAR DISTANCE
<br />15ETWEEN 15Aft SHALL NOT BE LESS THAN ONE BAR DIAMETER, NOR LESS THAN P.
<br />S. VERTICAL REINFORCING SHALL BE AT ALL CORNERS, EACH JAMB OF OPENWSS OVER 4 FT. Wll:)E,
<br />UNDER ALL GIRDER LOADS, AND NOT TO EXCEED D'O" O/C FOR STRAIGHT WALLS, OR AS SHOWN
<br />ON THE DRAWINGS. FILL CELLS WITH CONCRETE GROUT AS SPSCIFIM. PROVIDE ACI W DEC-IREE
<br />STANDARD HOOKS INTO FOCITNG, AND TIE BEAMS.
<br />6. REINFORCING BARS SHALL BE STRAIG14T EXCEPT FOR BENDS AROUND CORNERS AND WHERE
<br />BENDS OR HOOKS ARE DETAILED ON THE PLANS.
<br />1. REINFORCINGI BARS SHALL BE LAPPED 40 BAR DIAMETERS UNEF49 SPLICED AND SHALL
<br />BE WIRED TOGETHER.
<br />WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SWALL NOT BE
<br />SLOPED MOIRE THAN ONE 140MZONTAL IN SIX VERTICAL. DOWELS SHALL BE GROUTED INTO A
<br />CORE IN VERTICAL ALIC*SIENT, EVEN THOUGH IT 18 IN AN ADJACENT CELL TO THE VERTICAL
<br />WALL RE INS01IRCEMENT.
<br />9� CLEANOUTS SHALL ME PROVIDED IN THE 150TTOM COURSE OF MASONRY IN EACH GIIROUT
<br />POUR WHEN T14E POUR WEIGHT EXCEEDS 5'. PROVIDE 4" X 4" OBSERVATIONWOLE TO
<br />VERIFY CONCRETE GROUT PLACEMENT.
<br />10. PLACE ALL MASONRY IN FAMING BOND WITH 3/8" MORTAR JOINTS. PROVIDE C40MPLETE
<br />C4DVERAGE FACE SWELL MOWAR BEDDING, HORIZONTAL AND VEWICAL. FULLY
<br />MORTAR WEBS IN ALL COURSES OF PIERS, COLU!"INS, 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 14AVE A STRUCTURAL BEAM. MINIMUM END BEARING w 4"
<br />RIE R TO LINTEL SCWEDULE (MNIMUM CAPACITY OF: IOM PLF).
<br />12. PROVIDE METAL CAVITY CAM, 6" WIRE MESH, OR DUR-O-STOP BY DUR-A-WALL, INC, WHERE
<br />RECIUIRED TO RETAIN GROUT IN VERTICAL CELLS.
<br />ALL FLOORING MATERIAL TO BE 3/4" T4G PLYWOOD, NAILED AND GLUED TO FLOOR
<br />JOISTS. FLOOR NAIL WITH 19)d NAILS AT 3" O/C AT PANEL EDGES, fim O/C IN T14E
<br />FIELD. STAGGER NAILS AT 2" O/C AT BUTT ENDS OF: PLY"WOOD SWEEATWING-1.
<br />9. INSTALL ISRIDGIWs IN ALL (2X) FLOOR OR ROOF JOISTS AT S'-O" MAXIMUM.
<br />INSTALL BLOCKING IN ALL BEARING WALLS AND PARTITIONS OVER 91 -011 a
<br />MID -WEIGHT. SPACE GABLE END WALLS AT 4'0" O/C W14ERE WALL FRAMING IS
<br />NOT CONTINUOUS FROM FOUNDATION TO ROOF OR AS SHOWN ON DRAWINGS
<br />10. ALL "LNG AND BOLTING SHALL C4MPLY WITH AVIERICAN INSTITUTE OF TIMBER CIONISTRUCTION
<br />RECIUIREMENTS. ALL NAILS EXPOSED TO THE EXTEIRIOR: Sk4LL BE GALVANIZED.
<br />11. ALL CONNECTION 14ARDWAFM SHALL BE GALVANIZED AND SUPPLIED BY SIMPSON
<br />STRONGTIE 00, OR EWIVALIENT. SUBMIT CUT SWEET& FOR ALL CONNECTION
<br />HARDWARE TO CONTRACTOR FOR APPROVAL. ALL "L HOLES SHALL BE FILLED
<br />OR AS PRESCRIBED BY THE MANUIPACTUREIR.
<br />12. PROVIDE A SINGLE PLATE AT THE BOTTOM AND DOUBLE PLATE AT THE TOP OF: ALL
<br />LOAD BEARIWx STUD WALLS. STAGGER END JOINTS IN DOABLE PLATES AT LEAST 4'-Om
<br />PER DETAIL. 2 X 4 $ILL PLATES FOR BEARING WALLS SHALL 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 APPIROVED ARJC441TECTURAL WALL PANEL JOINTS. STUDS SHALL
<br />BE TRIPLED AT ALL COMERS.
<br />14. WOOD LINTELS OVER OPENIW_18 SHALL 15E DOUBLED 2xI2 HEADERS UNLESS
<br />NOTED OTHERWISE ON PLANS, WITH CONTINUOUS 1/20 PLYWOOD Pli I ER CUT TO
<br />FULL DEPTH OF: BEAM BETWEEN 2x MEMBERS.
<br />5 RAFTER SCHEDULE FOR CONVENTIONAL FR.4111D AREAS
<br />MAXIMUM MAXIMUM
<br />MEM R SIZE SPAN (SYP 02) SPAN (SPFV)
<br />2 X 4 1 Fr. (P Fr.
<br />2 X & 41 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: RLAFTIERS MUST BE 15RACED LATERALLY BY A CONTINUOUS NAILW3 OF
<br />SHEATHING OR BRAZED AT 24" O/C, WIT14 MIN" IX4.
<br />NOTE 2. RAFTER SPACING NOT TO EXCEED 2411 O/C.
<br />NOTE 3. RIDGE BOARDS TO BE ONE SIZE LARGER TWAN RAFTER UNLESS
<br />OTHERWISE NOTED ON PLANS.
<br />NOTE 4: CONNECTOR SCI-IEDULE
<br />A SIMPSON MT820 (OR ECIUAL) BETWEEN CAT BLOCKING AND ROOF TRUSSES.
<br />5. $1114PSON W5 (OR ECIUAL) BETWEEN RAFTER TAILS TO CAT BLOCKW.1
<br />C. SIMPSON W5 (OR EGIIJAL) BETWEEN T14E RAFTERb AID IRIDGE BOARD.
<br />D, SIMPSON CS20 AT ENDS OF: RIDGE BOARD, OR SIMPSON JOIST
<br />WANWR WHERE AFPLIC,415LE.
<br />VI. PRE-ENGINEERED WOOD TRUSSES
<br />1. THIS SECTION DEFINES PRE-ENGINEERED, PREFABRICATED, METAL MATE CONNECTED
<br />WOOD ROOF AND FLOOR TRUSSES AS OWOOD TRUSSES".
<br />2. TRUSS LAYOUT$ SHOWN ON PLANS ARE SCI-EMATIC ONLY. TRIM MANIUFACTURER
<br />AND/OR ENGINEER SHALL BE RESPONSIBLE FOR T14E DESIGN AND SPACING OF ALL
<br />TRUSSES AND SMALL SUBMIT SHOP DRAMINGS TO THE BUILDER FOR APPROVAL.
<br />3. THE WOOD TRUSS MANUFACTURER MOT PARTICIPATE N A CODE APPROVED THIRD PARTY
<br />WALJTY ASSURANCE PROGRAM SUCH AS T14E TRUSS PLATE INSTITUTE'S "CIL"LITY CONTROL
<br />INSPECTION PROGRAM" OR EGLIVALENT.
<br />4. WOOD TRIJSS MEMBERS AND CONNECTIONS SHALL 15E DESIGNED FOR ALL LOAPS SHOWN ON
<br />THE CONTRACT DOMMENTS INCLLVING: LIVE, DEAD, AND CONCENTRATED LOAD$, PLUS
<br />WHO LOAD&
<br />S. RE R TO T14E FLOOR PLAN AND OT14ER STRUCTURAL DETAIL SWEETS " IMPOWANT
<br />INFORMATION Nat SPECIFICALLY ADDRESSED BY THE TRUSS FIRAMM LAYOUT
<br />SUC44 AS BEARM WALL HE414TS AND CEILM VAULT DETAIL&
<br />6. WOOD TRM DESIGN SHOP DFAWING5 SHALL INCLUDE, BUT ARE NOT LIMITED TO,
<br />THE FOLLOWING INFORMATION:
<br />a.) $PAN LENGTH, OVERWAW5 AND EAVE DIMENSIONS, SLOPE 40 SPACING OF:
<br />T14E WOOD TRIUSMS.
<br />b.) ALL DESIGN LOADS AND THEIR POINTS Or- APPI-ICATION, VALLEY AND CONVENTIONAL
<br />PRAMIWx "JOT BE CONSIDERED.
<br />c.) ADJUSTMENTS TO ALLOWABLE VALUES.
<br />d.) REACTIVATE FOIRZES AND THEIR LOCATIONS.
<br />e.) BEARING I I AND MINIMUM BEAMING LENGTH.
<br />F.) DEFLECTIONS.
<br />g-) METAL COI�NECTOR PLATE I C%4UGE, SIZE, AND LOCATION.
<br />1,0 LU15ER SIZE, SPECIES, CARADE AND MOISTURE CCINTENT.
<br />0 LOCATION AND CONNECTION DESIGN OF REQUIRED CONTINUOUS LATERAL BRACW_%
<br />J-) NET UPLIFT LOADS BASED ON ACTUAL BUILDING DEAD LOAD.
<br />k.) WE5 REINFORCEMENT DETAILS FOR GABLE END TRUSSES.
<br />1.) VALLEY SETS FOR OVERABUILD CONDITIONS.
<br />1. LIMIT DEFLECTIONS FOR LIVE LOAD TO SPAN1360 (RICION, SPAN/4W (PLOOR), AND
<br />LIMIT TOTAL LOAD DEFLECTIONS TO SPAN/240 (ROOF), SPAN/360 (FLOOR) UNLESS
<br />SPECIFICALLY NOTED OTHERWISE.
<br />FIRE RETARDANT WOOD 18 NOT ALLOWA45LE FOR USE A6 TRUSS CHORDS OR WE56.
<br />I& WOOD TRIASES SHALL BE DESIGNED 80 THAT MINIMAL HORIZONTAL. REACTIONS
<br />ARE IMPOSED ON THE SUPPORTW3 STRUCTURE UNDER VERTICAL LOADS. NO SLIP
<br />CO"CrIONS ARIE ALLOWED UNLESS OTHERWISE NOTED. CONTACT CONTRACTOR AS REMIRED.
<br />10. WOOD TRASES MST BE CHECKED FOR WIND. WIND VELOCITY, DESIGN VELOCITY
<br />PIRESSUIRES, AND MEAN ROOF WEIC-A4T MUST ME SHOWN ON THE SUBMITTED SHOP DRAWINGS
<br />11. C(DNTINUOUS BOTTOM 0-10RD LATERAL 15RACIWs IS RECUIRED AT A MINIMUM
<br />SPACING OF: 10'O.C. UNLESS NOTED OTHERWISE BOTTOM CHORD BRACING 16
<br />CONTINUOUS FROM ONE END OF: THE BUILDING TO THE OT14ER END. OVERLAP
<br />CONTINUOUS IBRACNG AT LEAST ONE TRUSS SPACE. USE A MINIMUM CF 2 X 4
<br />(ROOF), 2X6 (FLOOR) GRADE MARKED LUMBER AT LEAST 10' LONG, WIT14 2-16d
<br />NAILS AT INTERMEDIATE AND 3-19,d NAILS AT END CCNNECTIONS.
<br />12. CROSS SPACING 16 RECIIJIRED AT MINIMUM 10' OZ. UNLESS NOTED OTHERWISE. LOCATE
<br />CROSS BRACING AT OR NEAR THE 150TTOM C44ORP 01"e-W-% INSTALL CROSS BRAWCNG AT
<br />EAC44 END AND AT 20'O.C. ALONG THE LENGTH OF THE LATERAL 5RACWk CROSS
<br />I5RACIW_% 16 ACCOMPLISHED BY ATTACHING; DIACiONAL WES BRACING TO OPPOSITE SIDES
<br />OF: T14E SAME GROUP OF: SIMILAR WED MEMBERS. SLOPE CROSS BRACING IN OPPOSITE
<br />DIRECTIONS AT APPROXIMATELY 45 DEGREES POF41NG A CROSS NX'. USE A MINIMUM OF
<br />2x4 GRADE MARKED LUMBER WITH AT LEAST 3-Vpd NAILS AT EAC44 CONNECTION.
<br />13. TRUSS ERECTOR 18 RESPONSIBLE FOR ALL TEMPORARY BRACING OF TR1JS6
<br />SYSTEM DLP34G CONSTRUCTION.
<br />14. HANDLING, INSTALLATION, AND I5RAC-IW4 OF WOOD TRUSSES SHALL BE IN ACC40IRDANCE
<br />WITH 11141EI-Sil", PUBLISHED BY THE TRUSS PLATE INSTITUTE.
<br />15. ALL WOOD TRUSSES SHALL BE FASTENED TO THEIR SUPPORTS WITH APPROVED HURRICANE
<br />ANCHORS, RATED TO CARRY UPLIFT LOADS SPECIFIED BY TRUSS MANUFACTUREFt
<br />WP. ALL CONhIECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPSON
<br />STR"-TIE, OR APPROVED EQJIVALENT MANUFACTURER ALL NAIL HOLES SHOULD
<br />BE FILLED, OR AS PRESCRIBED BY T14E MANUFACTUIREFt
<br />11. TRUSSES ARE TO BE DESIGNED TO ALLOW FOR THE PROPER ROUTIWS OF: A/C
<br />PUCt WORK AND PLUMBINS.% C44ASES $WALL NOT BE BLOCKED BY WOOD TRUSSIES.
<br />18. PILING OF PLYWOOD ON WOOD T14AMS 16 NOT ALLOWED.
<br />IS, INSTALLATION OF: BRDKEN, DAMAGED, WARPED, OR IMPROPERLY REPAIRED WOOD
<br />TRIUSSES 18 NOT ALLOWED.
<br />20. IMPROPER OR UINIAUTWORIZED FIELD ALTERATIONS OF WOOD TRAMS 18 NOT ALLOWED.
<br />21. GABLE ENDWALL TRUSSES MAT TRANSFER LATERAL LOADS TO T14E SHEAR WALLS AND/OR
<br />TWE RDOF DIAPHRAGM.
<br />22. WOOD TRUSSES T14AT DO NOT MEET INTERJOR LOAD BEARING WALLS MOT BE SWII'M.
<br />00 NOT PULL WOOD TMAWS DOWN TO INTERIOR BEARINGS.
<br />23. SIOMITTALS. ALL SIMITTALS SWALL WAR THE SIBOSSED MAL OF A LICENSED STRUCTURAL
<br />ENGINEER IN THE STATE OF FLORIDA AND SWALL BE SUBMITTED TO CONTIRACTOR FOR
<br />REVIEW PRIOR TO WOOD TRUSS FAI5RCATION,
<br />aJ SUBMIT SEALED WOOD TRIM MIGN CALCULATIONS AND ILES FOR EACA4 TYPE OF
<br />TRAM WITH PERMANENT BRIDGIWs REallREMENTS.
<br />b-) SUBMIT WOOD TRIM ERECTION PLAA INCLUIDING CONNECTION DETAILS AND UPLIFT
<br />ANC44ORS.
<br />cJ SUBMIT WOOD TRIUSS TEMPORARY ERECTION SRACING PLAN.
<br />d.) MAINTAIN COPY OF SUBMITTAL ON J05SITE.
<br />PROTECTION AGAINST TERMITES
<br />R318.11 Termite Protisatfor. Termite protection shall be provided bS registered tormiticloles, including 6011 applied pesticides, baiting
<br />sq6toms and pesticides applied to wood, or other approved mothods of termite protection labeled for use as a preventative treatment
<br />to new construction. Sam Section 202, Registered tormiticids. Upon completion or the application of the termite protective treatment, a
<br />Certificate of Compliance shall be Issued to the building department bV the lIcAmsed post control c4pmpang that contains 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 rlorlda Department of Agriculture and Consumer Serviced.
<br />R318.1.1 If Goll treatment To 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 />R318.1.2 If soft treatment 16 used for subterranean tormits prevention, soft area disturbed after initial olwical sort treatment "Ill
<br />be retreated with a d-mical 6oll treatment, Including spaces boxed or formact.
<br />R318.1-3 If &of I treatment Is used. for subterranean ton, its. prevention, space in c;oncrats floors boxed out or formed for the
<br />subsequent Installation of plumbing traps, drains or ang other purpose shall be created bV using plastic. or metal parmamant.19
<br />placed forms or sufficient depth to eliminate ang planned Goll disturbance after Initial ctimical soll treatment.
<br />R31814 If &oil treatment 16 used for subterranean termite prevention, chsmlcall� treated soft "[I be protected with a minimum 6
<br />mil vapor retarder to protect against rainfall dilution. if rainfall occcur6 before vapor roUrclor placement, retreatment Is required.
<br />Am� work, including placement of reinforcing steel, clone after chemical treatment until the czwicrets floor 16 poured, shall be done
<br />in such manner as to avoid penetrating or disturbing treated Goll.
<br />R31815 If soft treatment is used for subterranean Lam. Its prevention, concrete overpour or mortar accumulated along the exterior
<br />Foundation perimeter "If be removed prior to exterior chemical soft treatment, to enhance vertical penetration of the chemicals.
<br />R318.1.6 If soft treatment 16 used for subterranean to., Tto prevention, chemical soft treatments shall also be applied under all
<br />exterior concrete or grado within I foot (305 mm) of the primarg structure siclawalls. Also, a vertical 6womical barrier "It be
<br />applied promptl9 after c4onstruction 16 complated, including initial landscaping and irrigatiorv6prinkisr Installation. A% so[[ disturbed
<br />after the chemical vertical barrier to applied "I] be promptIq retreated.
<br />R318.1.1 If a registered tormiticide formulated and registered as a bait s9stem To I for subterranean termite prevention,
<br />Sections R318.1.1 tkroueh R31016 do not appl9i however, a signed contract assuring the installation, malntenancAg and monTtorfrig
<br />of the baiting 696tm for a minimum of 5 �oarG from the issue or the C4irtIrIcato of Occupanc-9 shall be provided to the building
<br />official prior to the pouring of the slab, and the &�etsm must be installed prior to Final building approval. If the baiting 8�stom
<br />directions for use require a monitoring phase prior to installation of the pesticide active ingredient, the installation of the
<br />monitoring phase components &hall be domed to constitute Installation of the agetsm.
<br />R318.1.8 If a registered tormItIcIde formulated and registered as a wood treatment is used for subterranean termite prevention,
<br />Sections R-310.1.1 through R3115.1.6 do not applS. Application or the wood treatment to,. iticids shall be as required bg label
<br />directions for use, and must be completed prior to final building approval.
<br />R318.2 Penetration. Protective sleeve* around piping penetrating concrete slab -on -grads I'loors "11 not be of calluloGe-oontalring
<br />materials and, if soft treatment is used for subterranean termite protection, the sleeve &Mll 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 sloove. No tomiticido6 shall be applied inside the sleeve.
<br />R31S.3 Cleaning. Calls and cavities in masomN units and air gaps between brick, stone or masonr!4 venoms and the structure "[I be
<br />cleaned of all non-pro6orvative treated or non-natura% durable wood, or other calluloGe-oontaInIne material prior to concrete
<br />PI&COMOIL
<br />Exception: Inorganic material manufactured for closing calls in foundation concrete mason unit construction or clean earth fill
<br />placed in concrete masonrg unit voids below slab level before termite treatment to performed.
<br />R318.4 Concrete bearing lodge5rick, stone or other veneer shall be supported kN a concrete bearing [edge at least equal to the total
<br />thickness or the brick stone or other vonam which [a poured intearalIq 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 am
<br />approved pNelcal barrier. An approved pFWlcal barrier shall also be installed from below Lhe wall sill plate or first block course
<br />horizontalIq to embed in a mortar joTnt. if mason varear extends below grade, a tomite protective treatment must be applied to the
<br />cavltg created between the veneer and the foundation, In lieu of a phjslcal barrier.
<br />Exception. venom supported I:mj a structural member secured to the foundation siclawall In accordancow with AC-15301ASC-E rp/TMS
<br />402, provided at least a & Inch (152 mm) clear inspection space of the foundation sidowall exterior exist between the venom and
<br />the top of arKj soft, sod, mulch or other organic landscaping component, clock. apron, pordt wak or aN other work lmmodlatsl�
<br />adjacent to or adjoining the structure.
<br />P318-5 roam plastic protoctlom. Extruded and expanded pol�sVa , polSlaoc�janurats and other foam plastics shall not be installed on
<br />the exterior Face or under interior or exterior foundation wall& or slab foundatlors located below grads. The clearance between foam
<br />plastics Installed above grade and exposed earth "[I be at least & Tnchsm (152 mm).
<br />Exceptlomb:
<br />1. iBuIldings where the structural members of wall&, floors, callings and roors are ontIrsig or noncombustible materials or
<br />proo6urs-proservatIve- treated wood.
<br />2. Wren 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 wallc
<br />R319/6 Protection against docag and termites. Condensate lines, Irrigation/6prinklor 696tom risers for epraS head&, and roof downspouts
<br />shall discharge at least I root (305 mm� awaS From the structure 61dowall, whether lo� underground piping, tall extensions or splash
<br />blocks. Gutters with downspouts are required on all buildings with saves of loss than & inches (152 mm) horizontal PrOjSr-tfOn except
<br />for gable and rakes or on a roof above another roof.
<br />R315.1 Preparation of building 61to and removal of debris.
<br />R318.1.1 All building sites shall be graded to provide drainage under all portions of the building not occupled b� basements.
<br />R31&.12 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 shall be free of vegetation and foreign material. The fill sha]I be
<br />compacted to assure adequate support or the foundation.
<br />P319.13 After all work 16 completed, loose wood and debris "I[ be complateIg removed from under the building and within I foot
<br />(3M mm) thersor. All wood forms and supports shall be complateIg removed. This Includes, but to not limited to. wooden grade
<br />stakes, forms, contraction spacers, tuib trap boxes, plumbing supports, bracing, sharing, forms or other callulose-contafning
<br />material placed in ang location where such materials are not clearlS visible and readlIS removable prior to completion of the work.
<br />Wood shaU not be stored in contact with the ground under aN building.
<br />TYPICAL NAILING EICHEDLILE
<br />Ledger strip
<br />l6d common
<br />3 at each joist
<br />sois plate to Joist or
<br />116d comion.
<br />161, O.C.
<br />blocWng, face nail
<br />Top of sole plate to stud,
<br />l6d common
<br />2
<br />and mailed
<br />Stud to sole plate, too nail
<br />Od common
<br />4
<br />Doubled etude, face nail
<br />10d common
<br />2411 OL.
<br />Doubled top plates, face
<br />10d common
<br />1611 along each
<br />nail
<br />adcls
<br />C.&AInuow h9acler to
<br />Od common
<br />3
<br />stud, too nail
<br />IX8 sheathing or less to
<br />9d common
<br />2
<br />each beartrg, face nail
<br />Over IX8 shsathN to
<br />Od common
<br />3
<br />each bearing, face nall
<br />Build-up comer studs
<br />Ibd common
<br />241 OiC.
<br />Build-up griders and
<br />20d common
<br />32N CIL. at top
<br />beams up to Orm members
<br />and bottom and
<br />staggered 2 ends
<br />at each
<br />solice
<br />1/20 Npsuin Sheathing
<br />11 ga 1-1/2N
<br />41O.C. at edges
<br />14611 head
<br />S' or- at other bear�
<br />5/8- Ggplium Shwthing
<br />11 ga 1-3/4"
<br />41O.C. at edges
<br />14611 head
<br />81 or- at other bearkA.
<br />Np6w Ulallboard
<br />1/2"
<br />1-3/8- &9wall nail
<br />7O.C. on ceilings
<br />VOL. on wa lie
<br />5/81
<br />1-1/211 dr9wall mail
<br />70L. on ceftgs
<br />8"O.C. on walls
<br />Wardboard Lap Siding,
<br />8d corrosion resistant
<br />1611 O.C. at top
<br />Direct to &We
<br />with minimum "ink
<br />and bottom edges
<br />dia. of 00W inch
<br />and minimum head
<br />dia. of 0240 inch
<br />Hardboard Lap Siding,
<br />10d corrosion resistant
<br />1611 O.C. at top
<br />over &loathing
<br />with minimum "rk
<br />and bottom eclass
<br />dia. of 00W inch
<br />and minimum head
<br />dia. OF 0240 Inch
<br />Wardboard Panel sift
<br />bd corrosion resistant
<br />60 OiC. at edges
<br />Direct to &ucle
<br />with minimum ollark
<br />120 OiC. at
<br />dia. of 00WO inch
<br />Intermediate
<br />and minimum head
<br />supports
<br />dia. of 0225 inch
<br />Wardboard Panel Siding,
<br />ad corrosion resistant
<br />6N O.C. at edges
<br />Over to &wthlng
<br />with minimum Omrk
<br />12N Or,. at
<br />dia. of ODWO inch
<br />Intermediate
<br />and minimum head
<br />supports
<br />dia. of 0225 Irch
<br />AS PER FLORIDA BUILDING CODE 2010, RESIDENTIAL
<br />TABLE R301.2.1.3 AN D
<br />ASCE 7-10 METHODS
<br />ULTI MATE WI N D 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 />C)
<br />0 Q
<br />Q
<br />C
<br />2
<br />3 3
<br />2
<br />3
<br />WaHs
<br />Roof -
<br />WIDTH OF EDGE
<br />STR I PS (a)
<br />8
<br />FT
<br />OPENING
<br />PROTECTION
<br />REQUIRED
<br />COMPONENT & CLADDING DESIGN PRESSURE (PSF)
<br />Area C&C
<br />ZONE1
<br />ZONE 2
<br />ZONE3
<br />ZONE4
<br />ZONES
<br />of (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 />1 -54.3
<br />19.4
<br />-81.6
<br />1 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) BASEDONVasd
<br />Area (SF) or
<br />ZONE1
<br />ZONE 2
<br />ZONE3
<br />ZONE4
<br />ZONES
<br />description
<br />Positive
<br />7
<br />Negative
<br />Positive
<br />Negative
<br />Positive
<br />Negative
<br />Positive
<br />Negative
<br />Positive
<br />Negative
<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 />1- 19.2
<br />-21.4
<br />WNNECoTOR PRO=T APPROVAL5
<br />APPLICATION
<br />514w_50N CONWWOR
<br />FL APPROVAL No.
<br />GAP5 AND f3A5E5
<br />06, EGG, PC, EPG
<br />FL 10bbO
<br />A13U
<br />FL 10&4q
<br />GOW-RETE / MA50NR"(
<br />GONNEGTOR5
<br />HU, HLJG
<br />'FL I0b55
<br />H6T, ME3HA
<br />IL l0bbb
<br />Flo, H", F*Va
<br />FL 10441
<br />PETAL, F5TR, HEIA HI -ETA, W,
<br />HT5M, H6AM, H6UM, L6M, LTA, META,
<br />M5TAM, M5TGM, MT5M
<br />FL 114-0
<br />H6AI0, L6T, M&T, M5TG, V6T
<br />FL 114-10
<br />HTT, LTT
<br />FL 114%
<br />HAN6ER5
<br />L55U, L9J, THA
<br />IL 10441
<br />HV5, H51JL, H551A HU, RJIG, IL6,lff, LU,
<br />LU51 MU1%L' W U
<br />FL 10531 / FL 10655
<br />H6U, H6W, H6M, HH6U, HHL6, RX-0,
<br />HL6, LGLI, LL6, W511,11, WjGFIT, THA, TH68,
<br />T%Q, TH6K TRV
<br />FL 1146b
<br />5, 5A� HE3, Lf3V
<br />FL Ilibb
<br />E6, 68,61-5, 61_5T, r9LT, 6LTV, H6131, HC71_5,
<br />H6LT, HC7LW, HFB, HHEV, HIT, HK MI,
<br />14141, IT5,1717, ME6, MIT, W:.G, K WI, "e,
<br />WNPU, NP, WI, IAM,
<br />FL10661
<br />5TRAP5 AW TIE5
<br />A, Fr,, CA, HH, L, L!5, LPT, Z
<br />FL 1044b
<br />FTA, H, H6T, HT5,1_�`TA, LT5, MT5, R-5P,
<br />R5T, 50,5PH, 55P
<br />FIL 10456
<br />GM55T, GS, FHA, HST, LSTA, L5TI, M5T,
<br />M5TA, M5TG, M5TI, 5T
<br />FL 10&52
<br />ry-
<br />rol MAX
<br />PAWL SPAN
<br />HOLES AT 12" O.C. SPACIWs
<br />MAX. FOR FASTENERS,
<br />RE: FBC - TA15LE R3012.1.2
<br />FOR FASTENER TYPE
<br />HOLES IN CENTER OF
<br />PLYWOOD FOR PRESSURE
<br />EQUALIZATION
<br />MIN. _11111b" PLYWOOP
<br />2 X 4 5RACING AT
<br />SEAM ON INTERIOR
<br />FACE OF PANEL
<br />HOLES AT c3" OR 12" O.C.
<br />SPACIW.s MAX. FOR FASTENERS,
<br />RE: F5C - TA5LE R301.2.1.2 FOR
<br />FASTENER TYPE
<br />HOLES IN CENTER OF
<br />FLYWOOO FOR PRESSURE
<br />EQUALIZATION
<br />2" TEN GAUGE 111000 SCREWS
<br />TO FASTEN PLYWOOC> TO 15RACM
<br />2 X 4 5RACIWs ON EXTERIOR
<br />FACE OF PANEL
<br />IN. 1/16" PLYW000
<br />V4000 5TRUCTURAL PANEL - OPENIN& PROTEGTION OPTION
<br />G /V
<br />kS
<br />0
<br />E
<br />0 LU
<br />_J z
<br />Q,
<br />0
<br />0 04
<br />0
<br />LLJ 5
<br />0
<br />C)
<br />LU
<br />LU Z 0-
<br /><E�2
<br />M . �2
<br />0 r1i Lj W
<br />z 0 0
<br />C X 0
<br />0 M
<br />z
<br />LU Z
<br />'Q
<br />V,
<br />NY,
<br />L-L
<br /><
<br />-P W
<br />U)
<br />0 0 z
<br />z C14 z 0 0
<br />D W 2 z
<br />W
<br />0 0
<br />Lu - U) 04 <
<br />> u_ (t) LU y 0
<br />< 0 W = W
<br />z W F_ 0 z
<br />< W LL
<br />z CW, 00 LL (D
<br />U)
<br />< Lu 0 LL Z
<br />(.) , 0
<br />()
<br />U) -
<br />W Z W f-
<br />< (D _J X
<br />=i Z < 0 U) W
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<br />W H� 2 _J W _J _J
<br />z z 0
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<br />0 z W 3: W
<br />0 6 M
<br />W < < =) (D < TZ
<br />M3: of- z wi-
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<br />W W W E2 LLJ C) ;� 0 of W
<br />W co z 0 W _J
<br />U)
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<br />W 0 -, g �X_ - W H� t- <W
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<br />0
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<br />0
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<br />0
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<br />C)
<br />0
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<br />0
<br />z
<br /><
<br />U)
<br />LL1
<br />z
<br />0
<br />09
<br />z
<br />UJ
<br />_J
<br /><
<br />_J
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<br />W
<br />(D
<br />D
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<br />W
<br />C)
<br />D
<br />N
<br />LLJ p
<br />U)
<br />FIRST ISSUE
<br />12/04/13
<br />SECOND ISSUE
<br />THIRD ISSUE
<br />FOURTH ISSUE
<br />ADDENDUM
<br />1
<br />ADDENDUM
<br />2
<br />ADDENDUM
<br />3
<br />REVISIONS
<br />SEAL DATE
<br />SHEET
<br />SD1
<br />
|