|
STRUCTURAL SPECIFICATIONS
<br />GENERAL
<br />L SUBC4WrRACTOR 16 REGPONSIBLE FOR MEANS AND METHODS OF: CONSTRUCTION
<br />TO ENSURE TI-E SAFETY OF: THE BUILDING UNTIL STRUCTURAL SYSTEM 16 COMPLETED.
<br />THIS INCLUDES, BUT 16 NOT LIMITED TO, T14E ADDITION OF WHATEVER TEMPORARY
<br />BRACING, GWORING, GUYS TO TIE-DOWN6 T14AT MAY BE NECESSARY.
<br />2. 9.95CONTRAcTOR 16 SOLELY WAIDONSIBLE FOR T14E M%ETY OF 1418 WOW DURhG C"T1111114TION.
<br />3. APM10AI51 E BUILDING CODEGs - FLORIDA BUILDINIG CODE (2010, RESIDENTIAL EDITION)
<br />4. DESIGN LCAD6j
<br />A. R0OFz LIVE LOAP_ 20 PINMINIMUM).
<br />DEAD LOAD_ 10 PW614INGLE) 20 PSF (TILE).
<br />15. K-00111h LIVE LOAP- 60 MF BALCONIE6,40 FOR ALL OTHER RDOMS
<br />DEAD LOAD-10 PGF
<br />C. SOIL PREGIBURE; 20M MIR (ASSUMED MIN1
<br />5. STRUCTURAL Ej R ALLOWABLE DEFLECTION
<br />Raftars havlrigi slopm greater than 3%12 with no finished coiling attached to rafters
<br />Interfor walls and partitions
<br />Floors and plastered coillings,
<br />All other structural isimbels
<br />Exterior walls with plaster or stucco finish
<br />Exterior walls-wInd loads with brittle fInishas
<br />Exterior walls -wind load& with flexible finishes,
<br />I-Iritsile supporting inaeorrg venew walls
<br />6. ALL CONTRACTORS, SUBCONTRACTORS, SUPPLIERS AND FABRICATORS
<br />SHALL BE RESPONSIBLE FOR THE CONTENT OF: 01111AWING-18, AND FOR THE
<br />SUPPLY AND DESIGN OF A101011IM710RIATE MATERIALS AND WORK
<br />ERI ORMANCE.
<br />1. ALL MANUFACTURED ARTICLES, MATERIALS AND EGIUIPMENT SHALL
<br />BE APPLIED, INSTALLED, EFIECTED, USED, CLEANED, AND CONDITIOMID N STRICT
<br />ACCOINVANCE WITH MA"ACTUREER'G RECOMMENDATIONS.
<br />11. SITE WORK
<br />V..CARPENTRY
<br />L DIMENSIONED LUMBER SHALL BE OM66M b46, AND GWALL BEAR THE GRADE STAMP
<br />OF: T14E MANUFACTUREWS A66OCIATION.
<br />2. ALL LUMBER SHALL BE GOUND, GEAGONED, AND FREE FROM WARP.
<br />3. ALL 6TRUCTURAL BEAMS AND HEADERS GHALL BE GOUTI-EW YELLOW PINE (6YP-) NO. I
<br />GRADE OR BE I I UT14 GINGSLE MEMBER (UNIINACTORED) 67111112-86116 AS FOLLOWS;
<br />FV - W Pei
<br />Fin - SID Pei
<br />E a 1,600~ Pei
<br />11% MAXIMUM MOIGTURS C40NTENT
<br />A, FRAMWj LU15ER SHALL BE 42 6PRUCE-PINE-FIR OR BETTER
<br />5. INTERIOR NON -LOAD 1BEARW3 WALLS MAY 15E UTILITY GRADE.
<br />4. ALL LUMBER N CONTACT WIT14 MASONRY OR CONCRETE 814ALL 50 PREOGURE TREATED.
<br />S. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITI4 A GCA &ALT TREATMENT IN
<br />ACC )RDANICE WITH F.S. TT-W-511 AND BEAR T14E AMERICAN WOW PRESERVERS
<br />LAGO INSTITUTE EGIUALITY MARK LP- 2.
<br />HAW 6. 614EAT14NG FM ROM AND WALLS SHALL BE APIA RATED (EXPOSURE 1) "ATWING;
<br />L/360 UXT14 EXTERIOR GLUE. ALL ROOF GHEAT14Ws TO BE INSTALLED UT14 PLYCLIM.
<br />L/240 (MAX"J1 24N O/C). SEE DETAIL& FOR SWEATWNG THICKNESSE&
<br />W/3"
<br />W/240 1. NAILING FOR PLYWOOD ROM AND WALL SWEAT14M SHALL BE Scl COMMONS 0
<br />L/120d 411 O.C. Is PANEL EDGES, AND 6" Oin. INTERMEDIATE, FOR 1/20 614EAT14NCo OR
<br />L/600 LESS. NAILING FOR 6TRUCTURALLY APPROVED ARC441TECTURAL WALL PANELS (1/4"0
<br />SHALL BE fiND COMMON 0 40 01C AT PANEL. EDGES, AND AIN O/C INTERMEDIATE.
<br />1. FOUNDATION DESIGN 16 BASED ON A MINIMUM SOIL PREGSURE OF 2000 PGF. IF A SOILS
<br />REPORT WAG NOT PREPARED, T14E CONTRACTOR 16 REGPONSIIBLE TO RETAIN A
<br />GEOTECWNICAL ENGINNEER TO COt-FIRM THE SOIL CONDITIONS. SHOULD FIELD
<br />CONDITIONS INDICATE T1416 MINIMUM CONDITION DOES NOT EXIST, THE CONTRACTOR
<br />SHALL PIMEDIATELY NOTIFY ENGINEER OF RECORD.
<br />2. T14E SUBGRAIDE UNDER T14E NEW CONCRETE FOUNDATIONS SHALL BE COMPACTED
<br />TO W% OPTIMUM DENSITY. SOIL COMPACTION TESTS TO BE TAKEN BY A
<br />CLIALIFIED SOILS LA15 PRIOR TO POURING ANY CONCIIIETE.
<br />3. INOOTING6 SHALL BE NEAT EXCAVATED WHERE POSGIBLE WITH SIDES AND TOP V 6
<br />OF LOOSE OR WET MATERIALS. WHERE NEAT EXCAVATION 16 NOT POSSIBLE,
<br />FOOTIN36 EXCAVATION SHALL BE OPEN CUT WITH EDGE6 F011MD AND BRACED. ALL
<br />FOOTINGS WITH E> P 6 SMALL BE 15ACKIBILLED FROM 50TTOM TO TOP OF
<br />FOOTING; UT14 SELECT FILL. T14E BOTTOM EXCAVATION 614ALL BE CLEM AND DRY
<br />WITH ALL LOOSE MATERJAL REMOVED FOR AN EGGENTLALLY FLAT BEARING SURFACE.
<br />4. PROIVIDE SOIL TREATMENT FOR TERMITES PER T44E 2010 FIBC, RESIDENTIAL.
<br />111. CAST IN PLACE CONCRETE
<br />L CONCRETE TO BIE NOIIIIMAL MIGHT UNT14 THE FOLLOWING MINIMUM C-OMPM66W
<br />STRENISTWO AT 28 DAYS.
<br />a.) FOOTW36, 6LAIB-ON-GRADE, SLAB FILL 'IWO PSI
<br />b.) MASONRY WALL TIE BEAMS, TIE COLUMN8__2bOV MI
<br />2. CONCRETE SHALL BE READYMIX PER ASTM CS+.
<br />aJ PORTLAND CEMENT - ASTM C150
<br />bJ AGGREGATES - ASTM C35 (3/4" MA>0
<br />cJ NO CALCIUM CHLORIDE
<br />d.) AIR ENTRAINING - ASTM C260
<br />dO WATER REDUCING-5 - ASTM C4S4
<br />FJ FLYA614 - ASTM C619-19 CLASS F (20 S MAX-)
<br />gJ WATER - CLEAN AND PIOTA15LE
<br />3. REINFORCING STEEL. ASTM A&M, GRADE 40, DEFORMED BARS.
<br />4. REWIRED SLUMP RANGE a 3' TO 5".
<br />b.'UEI ED WIRE FABRICs ASIM AM
<br />6. MOISTURE BARRIERs 6 MIL POLYETHYLENE
<br />1. CODES AND 6TANPARD61
<br />aJ Ar-I 301 *8PEC FOR STRUCTURAL C40NCIWTE FOR IBUILDING.1b."
<br />bJ ACI 305 ORECOl"IMENDIED PRACTICE FOR HOT WEATHER C474CRETING."
<br />c.) ACI 318 '5LM CODE 111150,111110'IENTS FOR REINF. CONCRETE."
<br />dJ ACT 315 "DETAIL6 AND DETAILINGS OF CONCRETE
<br />MINIMUM LAP SPLICE - 41V BAR DIAMETERS UNLESS NOTED OTI-ERW16E.
<br />11 CONCRETE PINIGHES SMALL 15E PER CONTRACTOR'S OPEC&
<br />10. WBCONTRACTOR 18 RESM"115LE FOR THE FROPE DESIGN AND C0N5TRUcTION
<br />OF: ALL FORMWOIK 6WORW*, AND RESHORING-L
<br />It REINPORCM BAR CADVER;-
<br />aJ FOOTIN6.16 30
<br />bJ COLUMNS 1 1/2"
<br />cJ BEAMS AND WALLS 1 1/2"
<br />dJ GLASS 3/4" (INTERIOR), 1 1120 (EXTERIOR)
<br />12. CX*6CRETE SHALL BE PLACED WITHIN SO MINUTES OF: 15ATCW TIME
<br />13. PROVIDE CORNER BAR15 AT ALL WALL FOOTING COMERS TO MATC44 HORIZONTAL CARS.
<br />(25" MINIMUM LAP)
<br />14. ALL BUILDING SLA1156-ON-GRAIDE GWALL 15E NOMINAL 4" TRICK, P115ER-MEGW COW- OR
<br />REINFORCED WITH 6x&-U.4 UUF. ON 6 MIL VAPOR BARRIER. SEE PLANS FOR OTHER CONDITIONS.
<br />15. ANCHOR 15OLTO FOR WOOD PLATES TO QX4CRIETE OR MASONRY (ALTERNATIVIESA
<br />a. J 15OLTS - USE 1/211 X W OJN BOLT6 WIT14 611 EMBEDVIENT AND 20 P112DJECTION U44EN INSTALLED
<br />PRIOR TO PLACING CONCRETE, AS SWOWN ON DRAWINGG.
<br />b. EXPANSION ANC+101ft - USE 1/20 X 40 EMBED, WILTI KWIK MOLT 11, OR EGLIAL, AT LOCATIONS
<br />(OTHER THAN CONDITIONS) IN LIEU CIF WN X &I' HJH BOLTS.
<br />c. EPDXY ANCHORS IN CONCRETE - USE 1/20 X 4-1/411 IMSED, WITH WILTI CIOO), OR ANCHOR
<br />BOND BY CELTITE, INC. AT EDGE OF SLAIS CONIDITION WHERE BMT 18 LEGS TWAN 60 TO
<br />A CONCNETE
<br />d. EPDXY AW440M N TOP OF: 15LOCK WALLS - USE THREADED ROD (3/4" X Ab-5/0" IMBEID) ON
<br />TOP OF 6m MASONRY WALLS WITH WILTI WIT C-100 ADWE61YE OR ANIC44OR BOND, WHEN W" X 8'
<br />NJ 15OLTS ARE OMITTED.
<br />16. FOOTING SIZES SHOWN AM TYPICAL ONLY FOR STATED SOIL BRARIWA PRE88URE AND
<br />CONSISTED C01VACTION. CONTRACTOR SHALL BE RESPONSIBLE FOR FOOTINGS
<br />COMPLYING WITH T14E DESIGN R1120,11REMENT6 OF SPECIFIC SOIL CONDITIONS.
<br />I'L PROVIDE 1/2" EXPANSION JOINT MATERIAL BETWEEN ALL CCNCIIIIETE GLABS, AND
<br />ABUTTWI CONCRETE OR MASONRY WALLS OCAWMING; N EXTERJOR OR UNHEATED AREAS.
<br />IV. MASONRY
<br />L WOLLOW LOAD WARM UNITS (CMU) SWALL COW-OF11 TO ASTM CW, NOPMAL WEIG14t, I 1 1, CaRAIDE N.
<br />MINIMUM NET 021PRE661VE STRENGTH IN ISM Mi.
<br />2. MORTAR SHALL BE TYPE M OR 6 AND CONFORM TO ASTM C210.
<br />3 C40NCMTE GROUT GWALL C4XF0RM TO ASTM C416s
<br />a-) 3OW MI AT 28 DAYS.
<br />b-) 3/80 MAXIMUM AGGREGATE.
<br />C.) a" - III, SLUMP.
<br />4. 154 SHALL 14AVE MINIMUM CLEARANCE OF: 1/2" FROM MASONRY. TI-E CLEAR DISTANCE
<br />BETWEEN MARS, SHALL NOT BE LE66 THAN ONE BAIR DIAMETER. NOR LESS THAN IN.
<br />5. %dSWICAL REINFORCM SHALL ISE AT ALL CORNEM, EAC44 JAMB OF OPENINGS 0SoIER 4 Fr. WIDE,
<br />UNIDW ALL GIRDER LOADS, AND NOT TO EXCEED D'O" O/C FOR STRAIGHT WALLS, OR AG GWOWN
<br />ON T14E DRAWINGS. FILL CELLS WIT14 CONORETE GROUT AS SPECIFIED. PROVIDE AC4 90 DEGREE
<br />STANDARD HOOKO INTO FOOTNG, AND TIE BEAMS
<br />6. REINIFORCING SARS SHALL ISE STRAIGHT EXCEPT FOR BENDS AF40UND CORNERS AND WWERE
<br />MENDS OR HOOKS AWE DETAJLED ON TWO PLANS.
<br />1.11MINIFORCINS EARIS SHALL BE LAPPED 40 BARDIAMEIE W14EFE SPLICED AND SHALL
<br />19E WIRED TOGETHER.
<br />& WHEN A FOUNDATION DOWEL DOES NOT LINE LP WITH A VERTICAL CORE, IT SHALL Not BE
<br />SLOPED T14AN ONE HORIZONTAL IN SIX VERTICAL DOWELS GWALL BE GRMTED INTO A
<br />CORE IN VERTICAL ALIGhRIENT, EVEN TWOUGW IT 18 IN AN ADJACENT CEI I TO TWE VERTICAL
<br />WALL RENT-0111111CIIIENT.
<br />S CLEANOUTS SHALL BE PROVIDED IN THE I50rrOM COURSE OF MASONRY IN EACH GROUIT
<br />POUR W14EN THE POUR HEIGHT EXCEEDS 5'. PROVIDE 41 X 41 OBSERVATION WOLE TO
<br />VERIFY CONCRETE GROUT PLACEMENT.
<br />10. PLACE ALL MASONRY N RIMING BOND WIT4 3/8" MORTAR JOINTS. PROVIDE
<br />COVERAGE FACE SWELL MORTAR BEDIDING, HORIZONTAL AND VERTICAL. FULLY
<br />M01QTAR WEBS IN ALL C40UPWO OF PIERS, COLUMNS, AND PILASTERS AND
<br />AND ADJACENT TO GROUTED CELLS.
<br />11. FWDYIDE all X a" PRECAST REINFORCED CONCRETE LINTELS OVER ALL MASONRY OPENINGS
<br />Nor SHOWN To 14AVE A STRUCTURAL IBEAI't MINIMUM END BEARING - 4'
<br />REI E TO LINTEL SC44EDULE (MINIMUM CAPACITY OF: 1000 PLF)
<br />a. PROVIDE METAL CAVITY CAft, 64 WIRE ME614, OR DM-O-6TOP BY DW-A-WALL, INC-, WWERE
<br />REQJIREID To RETAIN GROUT IN VERTICAL CELL&
<br />8. ALL FLOORJNG MATERIAL TO BE 3/40 T4G PLYWOOD, NAILED AND GLUED TO FLOOR
<br />JOISTS. FLOOR NAIL WIT14 IOd NAILS AT 3N O/C AT PANEL EDGES, 6 N 01C. N TWE
<br />FIELD. STAGGER NAILS AT 2N OIC AT BUTT ENDS Or- PLYWOOD GWEATWWS.
<br />% INSTALL MIRIDGINIG IN ALL (2X) FLOOR OR ROOF JOISTS AT &'-ON MAXIMUM.
<br />INSTALL BLOCKING; IN ALL IBEARING WALLS AND PARTITIONS OVER 9'-ON a
<br />MID-WEIGWT. BRACE GIABLE END WALLS AT 4'00 0/C_ WHERE WALL FRAMING 16
<br />NOT CONTINUOUS FROM FOUNDATION TO ROOF OR AS SHOWN ON DRAAUIING6
<br />10. ALL NAILM AND BOLTING SHALL COI'MY WITH AMRICAN INSTITUTE OF TM" CONSTRUcTICIN
<br />ALL NAIL6 EXP06ED TO THE EXTERIOR GWALL BE GALVANIZED.
<br />11. ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY 81MMON
<br />STRONGTIE GO. OR EWIVALENT. SUBMIT CUT SWEETS FOR ALL C4NNECTION
<br />WARDWARE TO CONTRACTOR FOR APPROVAL. ALL NAIL HOLES SMALL 15E FILLED
<br />OR AG PRISOCRIBED BY T14E MANUFACTURER.
<br />12. PROVIDE A SINGLE PLATE AT THE BOTTOM AND DOABLE PLATE AT T14E TOP OF ALL
<br />LOAD DEARW& STUD WALLS. STAGGER END JOINT6 IN DOUBLE PLATES AT LEAST 4'-ON
<br />PER DETAIL. 2 X 4 SILL PLATES FOR BEARING WALLS SHALL BE BOLTED TO
<br />FOUNDATION AG MR BEARNG WALL DETAJI_
<br />13. LOAD 5EARJWx STUDS SHALL BE DOUBLED AT ALL A4GLM AND AROUND ALL OPENINW,
<br />AND AT STRUCTURALLY APPROVED AFIC44ITECTURAL WALL PANEL JOINT6 OTUDO SHALL
<br />15E TRIPLED AT ALL COWERS.
<br />14. WOCID LINTEL6 OVER OMNINGS SHALL 15E DOUBLED 2X0 HEADERS LNLE66
<br />NOTED OTWERWIGE ON PLANG, UNT14 CONTINUOUS 140 PLYWOOID FILLER CUT TO
<br />FULL DEPT14 OF BEAM BETWEEN 2x MEMBERS.
<br />5 RAPMER 60-W" FOR cONVENTIONAL FRAIWED AREAS
<br />MAXIMUM MAXIMUM
<br />MEMBER SIZE SPAN (SYP 42) SPAN (GPM)
<br />2 X 4 1 FT. fiN Fr.
<br />2 X 6 9 FT. 8 FT.
<br />2 X 8 12 FT. W FT.
<br />2 X 10 14 Fr. 12 FT.
<br />2 X 12 16 FT. 14 FT.
<br />NOTE 1: RAFTERS I'lUG1 BE BRACED LATERALLY 15Y A CONTINLIMS NAILING OF
<br />SWEATWWa OR BRACED AT 24N 01C, WITH MINIMUM IX4.
<br />NOTE 2: RAFTER SPACING NOT TO EXCEED 24" OIC.
<br />NOTE 3: RIDGE BOARDS TO BE ONE SIZE LARGER THAN RAMER UNLEGO
<br />OTHERWISE NOTED ON PLANS.
<br />NOTE 4; C40NNECTOR GCWEDULE
<br />A, SIMP'SION MT620 (OR EcIUAL) BETWEEN CAT BLOCKING AND ROOF TRUOGE8.
<br />15. GIMPSON W5 (OR EGAIAL) BETWEEN RAFTER TAILS TO CAT BLOCKING.
<br />Q SIMPSON Hb (OR EGLIAL) 51EIMEN THE RAFTERS AND RIDGE BOARD.
<br />D. SIMMON C-620 AT ENDS OF RIDGE BOARD, OR 61111PSON JOIGT
<br />HANGER WHERE APPLICABLE.
<br />V1. PRE-ENGINEERED WOOD TRUSSES.
<br />1. TWIG SECTION DEFINES PRE-ENGNEERED, PREFABRICATED, METAL PLATE CONNECTED
<br />WOOD Roorc AND FLOOR TRUSSES As NwOoD TRLISM80
<br />2. TRUSS, LAYOUTS SHOWN ON PLANS ARE SCHEMATIC- ONLY. TRUSS MANUFACTURER
<br />ANIWOR ENGINEER SHALL BE RESPONSIBLE FOR TWE M04 AND SPACING OF ALL
<br />TRUSSES AND SHALL SUBMIT S40P DRAMNG6 TO THE BUILDER FOR All"PROVAL.
<br />3. THE WOOD TFiM MANUFACTURER MAT PARTICIPATE IN A CODE APPRc)V1V THIRD PARTY
<br />GIUALITY ASSURANCE PROGRAM SUCH AS THE ?RUM PLATE INSTITUTES OcIlUALITY CONTROL
<br />INSPECTION PROGRAMN OR EcIIUIVALENT.
<br />4. WOOD TWOS MEMBER& AND CONNECTIONS 814AI-L BE DE610NED FOR ALL LOADS OHOUN ON
<br />THE CONTRACT DOCARIENTS INCA=ING; LIVE, DEAD, AND CONCENTRATED LOADS, PLUG
<br />WIND LOADS.
<br />S. FIE E TO T14E FLOOR PLAN AND OT14ER STRUCTURAL. DETAIL SWEETS FOR IMPORTANT
<br />INFORMATION NOT SPECIFICALLY ADDRESSED 15Y THE TRUSS FRAMING; LAYOUT
<br />SUCW AS BEARING WALL WEIGHTS AND CEILING VAULT DETAILS.
<br />6. WOOD TRIM DESIGN S40P DRAWP%lG6 SHALL INCLUDE, WT AFIE NOT LIMITED TO,
<br />THE INOLLOWIM INFORMATION:
<br />aJ SPAN LENGTH, OVERRoilNG AND EAVE DIMENSIONS, SLOPE AND SPACING OF
<br />THE WOOD1 TRU86116.
<br />b.) ALL DE604 LOADS AND THEIR POINT6 M APPI-ICATION. VALLEY AND CONVENTIONAL
<br />FRAMINGS MOT BE CONSIDERED.
<br />CJ ADJUSTMENTS TO ALLOWA15LE VALUE&
<br />dJ REACTIVATE FORCES AND THEIR LOCATIONS.
<br />0-) BEARING I V AND MINIMUM BEARINISI LEWITH.
<br />0 0190LECTIONS.
<br />gJ METAL CONNECTOR PLATE TYPE, GAUGE, SIZE, AND LOCATION.
<br />h) LU!`IBER GIZE, SPECIES, GRADE AND M016TUPE CONTENT.
<br />I.) LOCATION AND CONNECTION DESIGN OF REMIRED CONTINUOUS LATERAL BRACING.
<br />JJ NET UPLIFT LOADS BASED ON ACTUAL BUILDINGS DEAD LOAD.
<br />k.) WED REINFORCEMIENT DETAILS FOR GABLE END TRUIGGEG.
<br />1.) VALLEY GETS FOR OVER-IBUILD CONDITIONS.
<br />1. LIMIT DEFLECTIONS FOR LIVE LOAD TO SPAN/360 (ROM), 6PAN/400 (FLOOR), AND
<br />LIMIT TOTAL LOAD DEFLECTIONS TO SPAN/2490 (ROM), GPAN/360 (FLOOR) LINLE66
<br />8MCIFICALLY NOTED OTHERWISE.
<br />FIRE RETARDANT WOW 18 NOT ALLOWABLE FOR USE AS TRIM C44ORD8 OR WEBS.
<br />16 WOOD TRUSGE6 614ALL BE DESIGNED 60 T14AT MINIMAL 14ONZONTAL REACTION&
<br />ARE IMPOSED ON T14E SUPPORTING 6TRUCTUIRE UNDER VERTICAL LOADS. NO SLIP
<br />CONNECTIONS AM ALLOWED UNLEGO OTHERWISE NOIE-P. COWACT CONTRACTOR AG fWdWND.
<br />IV. WOOD TRUSSES MAT BE 04ECKIM) FOR WM. WIND VELOCITY, DESIGN VELOCITY
<br />PRESSURES, AND MEAN ROOF HEIGHT MUST BE 64OUN ON THE SUBMITTED SWIDle DRAWING6
<br />It CONTINUOUS BOTTOM C44ORD LATERAL 151111ACINISS 16 REGUIRED AT A MINIMUM
<br />SPACING OF 10'OjC. LNLE86 NOTED OTHERWISE. BOTTOM C44ORD BRACWS 16
<br />CONTINUOUS PROM ONE END CP T14E BUILDING TO TWE WWER END. OVERLAP
<br />CONTINIUOUS, BRACINGi AT LEAST ONE TRUS6 SPACE. USE A MINIMUM OF 2 X 4
<br />(ROOF), 2X6 (FLOCIR) GRADE MARKED LUMBER AT LEAST W'LCW-v, WITH 2-"
<br />NAILS AT INTERMEDIATE AND 3-16d NAILS AT END CONNECTIONS.
<br />12. CROGS BRACING 16 REMIRED AT MINIMUM 10' 0jC. UNLEGG NOTED OTHERWISE. LOCATE
<br />CRO66 BRACWx AT OR NEAR T14E BOTTOM CAORD BRACML INSTALL CPW66 BRACING AT
<br />EA0A END AND AT 20'0.C� ALOWs THE LENGTH OF TI-E LATERAL BRACING1. CROSS
<br />BRACW3 16 AC4=IPLISWED BY ATTAC44Ws DIAGONAL WEIS BRACING TO OPP061TE SIDES
<br />OF T14E SAME GROUP OF GIMILAR WED MSERS. SLOPE CI111OGG BRACWS IN OPPOGITE
<br />DIRECTIONG AT APPROXIMATELY 45 DEGREES FORMING A CR066 PAN. USE A MINIMUM OF
<br />2X4 GRADE MARKED LUMBER WIT14 AT LEAST 3-16d NAILS AT EACH COI�MCTION.
<br />13. TRIM ERECrOR 16 RESPONSIBLE FOR ALL TEMPORARY BRACING OF TRIM
<br />SYSTEM DURING CONSTRUCTION.
<br />14. HANDLING, INSTALLATION, AND BRACING OF WOOD TRUIMG GWALL BE N ACCORDANCE
<br />UT14 PUBLISHED BY T14E TRIM PLATE INSTITUTE.
<br />IS. ALL WOOD TRUSSES SHALL BE FAISTENED TO THEIR SUPPORTS UNT14 A490ROVIED I-IURRICANE
<br />ANCHORS, RATED TO CARRY UPLIFT LOADS SPECIFIED BY TRUS6 MANUFACTURER.
<br />16. ALL CONNECTION WAFKA114ft SHALL BE GALVANIZED AND SUPPLIED BY SIMPGON
<br />STR"-TE, OR APPROVED EGIUIVALENT MANUFACTURER ALL NAIL WOLE6 S40ULD
<br />BE FILLED, OR AS PRESCRIMM BY T14E MANIPACTURER.
<br />n. TRuame ARE TO BE DESIGWED TO ALLOW FOR T14E PROPER FIOUTING OF: A/C
<br />DUCT WOW AND PLUM15Wa 04AMS GHALL NOT BE BLOCKED BY WOO TRUISM
<br />18. PILING OF: PLYWOOD ON WOOD TRU66E6 16 NOT ALLOWED.
<br />I& INSTALLATION OF BROKEN, DAMAGED, WARPED, OR IMPROPERLY REPAIRED WOOD
<br />TRUSSES 16 NOT ALLOWED.
<br />20. "WOPER OR LINAUI'MORIND FELD ALTERATIONS OF WOO TFLOWS 18 Nar ALLOWIW.
<br />21. GIABLE ENDWALL TRUSGES K*T TRAN&VR LATERAL LOADS TO T14E GWEAR WALLS AND/OR
<br />THE ROOF DIAPWRAOM.
<br />22. WOOD TRAIGES T14AT DO NOT MEET INTERM LOAD WARM IIIAI I MOT BE 8141
<br />00 NOT PULL WOOD TF416WS DOWN TO INTERIOR BEARWA6.
<br />23 SLISM17TALAN ALL WSMI"ALO SHALL BEAR nE EMOSSED MAL OF A LM48M STRLCPAM
<br />ENGINEER N TIE STATE OF FLORIDA AND 64ALL BE 61,119MITTED TO CONTRACTOR FOR
<br />REVIEW PRIOR TO WCC!D TRUSS FABRICATION.
<br />&J SUDMIT SEALED WOOD TRUSS DESIGN CALCULATIONS AND PIRMILES, FOR EAC44 TYPE OP
<br />TRUSS WIT14 PERMANENT BRIDGINIrs REGUIREMENTS.
<br />W SUBMIT WOOD TRUDS ERECI ION PLAN. INCLUDWS CONNECTION DETALS AND UPLIFT
<br />ANCHORD.
<br />CJ GUBMIT WOOD TIMM TEMPORARY ERECTION BRACINISs FLAK
<br />dJ MAINTAIN C40PY OF GUMMITTAL ON J01561TE.
<br />PROTECTION AGAINST TERMITES
<br />FUIS.1 Termite Protection, Tormits protection shall be provided bg registered tormiticides, Including soil applied pesticides, baiting
<br />agatoma arid pesticides applied to wood, or other approved methods of to Ito protection labeled for use as a preventative treatment
<br />to now construction. Soo Section 202, "[stored to. Welds. Upon completion of the application of the tormlto protective treatment, a
<br />Certificate of Compliance shall be Issued to the building department bg the licensed post Control compang that contains the following
<br />statement. Iths building has received a complete treatment for the prevention of subterranean tormItes. Treatment is in accordance
<br />with rules and laws established bg the Florida Department of AgricultLro and Consumer serviced.
<br />VU18.1.1 If soil treatment I* used for ouloterrdnoln tormito proventlom, the Initial chemical *oil treatment Inside the foundation
<br />perimeter shall be done after all excavatlor� backfillIng and cAmpaction Is complete.
<br />VU18.12 If soft treatment is used for subterranean ton its prevention, soil area disturbed after Initial chemical soil treatment shall
<br />be retreated with a chemical soil treatment, Including spaces boxed or formed.
<br />P318.13 If soil treatment Is used for subterranean termite prevention, space in cooncroto floore boxed out or formed for the
<br />subsequent installation of plumbing traps, drains or ang other purpose shall be created bg using plastic or metal parmarertig
<br />placed ronns or sufficlorrL depth to eliminate ang plannsci soil disturbance after Initial chemical soil treatment.
<br />R31S.IA If soil treatment Is used for subterranean termite prevIention, chemicalig treated soil shall be protected with a minimum rp
<br />mIl vapor rotardor to protacat against rainfall cillution. If rainfall occurs before vapor retarder placement, rotreatment 16 required.
<br />Arpi work, including placement of reinforcing steel, done after dm Ical treatment until the concrete floor to poured, Owl[ be clorm
<br />in such manner as to avoid porostrating or disturbing treated soil.
<br />R318.1b If soil treatment Is used for subtarrarman tormIto prevention, concrete overpour or mortar accumulated along the exterior
<br />foundation perimeter shall be romoved prior to exterior chemical soil treatment, to anhance vertical pow ration of the chomfcals.
<br />R318.lfp if soil treatment Is used for subterranean termite prevention, chonical sofl treatments &MI[ also be applied under all
<br />exterior cA;ncroto or grade within I foot (305 mm) of the primarg structure aldowalio. Also, a vortical c1m Ical barrier shall be
<br />applied promip0j after construction Is completed, including initial Landscaping and Irrigation/sprinklor Installation. Arpj soil dieturbod
<br />after the chemical vertical barrier is applied shall be promptlq retreated.
<br />R318.1.1 If a roglatored to ItIcIde formulated and roglotorod as a bait aptsm is used for subterranean tormito provontion,
<br />sections R318.1.1 throueh M10.1.6 'clo-not appl9t however, a signed contract assuring the Inotallatlon, maMonance and monitoring
<br />of the baiting sUstom for a minimum of 5 goars from the Issue of the Certificate of Occupanog W-all be provided to the building
<br />official prior to the pouring of the slab, and the s9stom nnt be installed prior to final building approval. If the balting agatem
<br />diroctiom for use require a monitoring phase prior to installation of the pesticide active ineredlorn., the installation of the
<br />monitoring phase comporants, shall be cloomed to constitute Installation of the agetem.
<br />P318.1.8 If a registered tormitIcide formulated and registered as a wood treatment to used for subterranean termite prevention,
<br />Sections FaI8.1.1 through P310.1k do not appkj. Application or the wood treatment tormit1cfalis shall be as required bg label
<br />directions for use, and must be omploted prior to final building approval.
<br />M102 Penetration. Protective sloov� around piping penetrating c4oncroto slab-om-erade floors shall riot be of collul000-coritaining
<br />materials, arid, if soil treatment Is used for subterranean termite protection, the olosve shall Iavo a maximum wall thickness of "10
<br />inch (025 mm) and be emlod within the slab using non -corrosive clamping device to eliminate the annular "on between pipe and
<br />the sloove. No to. iticidso shall be applied inside the sloove.
<br />R3183 Cleaning. Calls and cavities in maoomrg units and air gaps between brick, storm or masorrg varmors and the structure "[I be
<br />cleaned of all non-probervative treated or non-maturallg durable wood, or other collulcNim-contalning material prior to c4marsto
<br />placement.
<br />Exception-. Inorganic material manufactured for closing calls In fcmundation concroto mason unit conotructlon or clean earth n 11
<br />placed in concrete masorrg unit void* below slab level before tormits treatment to performod.
<br />R318.4 Concrete bearing lodgel5rlcK storm or other vanow shall be supported bg a concrete bearing lodes at least equal to the total
<br />thiclumas of the brick atom or other venoor which to poured IntograllS with the concrete Foundation. No supplemental concrete
<br />foundation powb which will create a hidden cold joint shall be used without supplemental treatment in the foundation umlo&* U a is an
<br />approved phpical barrier. An approved ph
<br />.pical barrier shall also be Installed from below the wall &III plate or first block course
<br />horizontalig to embed in a mortar joint. If masonrg voneor extends below grade, a termite protective treatment must be applied to the
<br />cavitu created between the varoor and the foundation, In lieu of a phplcal barrier.
<br />Exception:Varmor supported I:Kj a structural member secured to the foundation Wdowall In accorclanom with AC1153WASCE D/TMO
<br />402, provided at least a 6 Inch (152 mm) clear Inspection space of the foundation oldowall exterior exist between the vonoor and
<br />the top of &ng soil, sod, mulch or other organic iandscaping corponent, dock. apron, porcK walk or ang other work Immodlatsig
<br />adjacent to or acUoining the structure.
<br />R318B Foam plastic protection. Extrucled and expanded polg&tgreno, pc;49I&oq9&nurato and other foam plastics "it rot be Insta [led on
<br />the exterior face or under lintorfor or exterior foundation walls or slab foundatione located below graddL The clearance between roam
<br />plasticA Installed above grade and exposed earth shall be at least 6 Inches (152 mm).
<br />Examptlono�
<br />1. Buildings where the structural members of walls, floors, callings and roofs are ontlroN of nonoombustible materials or
<br />prossure-proservative- treated wood.
<br />2. Ukw In addition to the requirements of Section P318.1, an approved method of protecting the foam plastic and structure From
<br />ouloterrammin termite damage is used.
<br />3. On the fterfor side of basement walls.
<br />R318.6 Protection aga [rat deca� and tormites. Condensate lines, Irrigation/aprinklor agotem risers for sprag heads, and roof downspout&
<br />shall discharge at least I foot (305 mm) awaS from the structure 61dowall, whether IoU underground piping, tall extonslom or splash
<br />blocks. Gutters with downspouts are required on all buildings with saves of Is" then 6 Inches (02 mm) horizonta I projection except
<br />for gable and rakes or on a roof above another roor.
<br />P318.1 Preparation of building site and removal of debris.
<br />R318.1.1 All building Wtoo shall be graded to provide drainage under all portlora, of the building not ocaupled bg basements.
<br />R318.1.2 The foundation and the area encompassed within I foot (305 mm) therein "[I have all vegetation, stumps, dead roots,
<br />cardboard, trash and forelen material removed and the fill material shall be free of vegetation and forelemmaterial. The fill "H be
<br />rompaci to assure adequate w4oport of the foundation.
<br />R318.13 After all work is complat , lI0000 wood and debris shall be complatelS removed from under the building and within I foot
<br />(3015 mm) thereof. All wood forms and supports "I] be complatelS removed. This Includes, but to not limited to. wooden grade
<br />stakes, form, contraction spacers, tub trap boxes, plunbing supports, bracing, shoring, forms or other calluloso-containfrIS
<br />material placed In ang location where ouch materials sre not clearISI visible and roadlig removable prior to completion of the work.
<br />Wood shall not be stored In oc"Lact with the ground under ang building.
<br />TYPICAL NAILING SCHEDULE
<br />LedeW strip
<br />Ibd common
<br />3 at each joist
<br />Solis plate to joist or
<br />l6d common
<br />160 0j:1
<br />blo�, face nail
<br />Top of sole plate to stud,
<br />l6d common
<br />2
<br />and flailed
<br />Stud to Sol@ plate, too nail
<br />8d cannon
<br />4
<br />Dotbled etude, face nail
<br />10d cannon
<br />24" OL.
<br />Doubled top plata, face
<br />10d common
<br />160 alaq each
<br />nail
<br />edcle
<br />Conthxxa header to
<br />8d cannon
<br />3
<br />stud, too nail
<br />DO Shutt" or less to
<br />8d cannon
<br />2
<br />each bearing, face natt
<br />Over DO gwo" to
<br />8d cannon
<br />3
<br />each bearwg, face nail
<br />Build-Lp comer studo
<br />l6d common
<br />24" QjC.
<br />Build-up griders, and
<br />20d common
<br />321 O.C. at top
<br />beams tr to ftes members
<br />and bottom and
<br />staggered-2 ends
<br />at each
<br />splice
<br />W' G975Um SWO"
<br />11 ga I-Wo
<br />4NoL. at Ode"
<br />1/1611 head
<br />81 oa at other baar�
<br />5,18- C%jmm Shealil,"
<br />11 Sa 1-3/41
<br />410.C. at edges
<br />1/168 hwd
<br />So or- at Other beaft
<br />G926m UJalbmrd
<br />Ing
<br />1-3/6' dr9wall nail
<br />1"oj:, on CGIIN6
<br />VOL. on wal Ile
<br />b/81
<br />1-1/2" dr9wall nail
<br />70L. on colIN6
<br />SNOL. on walls
<br />14ardboard Lap Sldke
<br />8d corrosion rais,16tant
<br />160 OL. at top
<br />Direct to Studs
<br />with mInIwA "nk
<br />and bottom edges
<br />dia. of 020M Inch
<br />and minimum head
<br />dia. of 0240 kzh
<br />Wardboard Lap Sldke
<br />Wd corrosion resistant
<br />160 OJC. at top
<br />over lilheaO"
<br />with mlnhm "nk
<br />and bottom edgm
<br />dia. of 02eW Inch
<br />and iniftm head
<br />dial, of 0240 hxh
<br />14ardboard Panel sidirg,
<br />6d corrosion resistant
<br />61 O.C. at isdew
<br />Direct to Studs
<br />with minInA "rk
<br />12N oic. at
<br />dia. of 00WO Inch
<br />Intermediate
<br />and minimum head
<br />sUPPort6
<br />dia. of 0.225 inch
<br />Wardboard Panel oldhe,
<br />Od corrosion resistant
<br />&N 01C. at
<br />over to &WthIN
<br />with minimun stiark
<br />121 OL. at
<br />dia. of 00WO kch
<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 AN D 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 />0
<br />Cl ot?c,
<br />5
<br />Jf:
<br />2
<br />aj
<br />a-) (D
<br />Q.)
<br />2
<br />C) C��
<br />C)
<br />r -Ij
<br />r__j r--Ii
<br />rj
<br />C
<br />a
<br />3
<br />2
<br />3 3
<br />2
<br />3
<br />Walls
<br />Roof
<br />WIDTH OF EDGE
<br />STRIPS (a)
<br />8
<br />FT
<br />OPENING
<br />PROTECTION REQUIRED
<br />COMPONENT& CLADDING 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 />INegative
<br />Positive
<br />Negative
<br />Positive
<br />Negative
<br />Positive
<br />Negative
<br />10
<br />21.3
<br />-33.9
<br />21.3
<br />-59.0
<br />21.3
<br />-87.3
<br />37.1
<br />-40.1
<br />37.1
<br />-49.6
<br />20
<br />19.4
<br />-33.0
<br />19.4
<br />-54.3
<br />19.4
<br />-81.6
<br />35.4
<br />-38.5
<br />35.4
<br />-46.2
<br />50
<br />16.9
<br />-31.7
<br />16.9
<br />-48.0
<br />16.9
<br />-74.0
<br />33.2
<br />36.3
<br />33.2
<br />-41.8
<br />100
<br />16.8
<br />-30.8
<br />16.8
<br />1 -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 />ZONE2
<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 />10
<br />16.0
<br />-20.3
<br />16.0
<br />-35.4
<br />16.0
<br />-52.4
<br />22.2
<br />-24.1
<br />22.2
<br />-29.7
<br />20
<br />16.0
<br />-19.8
<br />16.0
<br />-32.6
<br />16.0
<br />-49.0
<br />21.2
<br />-23.1
<br />21.2
<br />-27.7
<br />50
<br />16.0
<br />-19.0
<br />16.0
<br />-28.8
<br />16.0
<br />-44.4
<br />19.9
<br />-21.8
<br />19.9
<br />-25.1
<br />100
<br />16.0
<br />-18.5
<br />16.0
<br />-26.0
<br />16.0
<br />-41.0
<br />18.9
<br />-20.8
<br />18.9
<br />-23.1
<br />Garage Doors
<br />19.2
<br />-21.4
<br />19.2
<br />-21.4
<br />GOWECoTM PROMT APPRDVALS
<br />APPILICATION
<br />SHP50N CoONNMTOR
<br />It fif"WAL No.
<br />CAP5 AND BA6E5
<br />C,G, EGG, PC, EFIG
<br />FL 10860
<br />ABU
<br />FL lOb4q
<br />CDW-RETE / KASaW
<br />GONNEC,TOR5
<br />HU, HLIG
<br />FL I0b55
<br />HsT, H3M
<br />FL 10bbb
<br />HP, HiMb, ROO
<br />FL 10441
<br />DETAL, Fr_5TR HETA, H-ETAt, M,
<br />HTSM H6AM H6LH L6W LT,4k, META�
<br />M55TAM, M5T6M, MT5M
<br />FL 114-3
<br />H6AI0, L6T, Mr7T, M5Tr,, V6T
<br />FL 11410
<br />H17, LTT
<br />FL 1144b
<br />RAN6ER5
<br />L56U, 1-51), THA
<br />FL 104477
<br />H146, WSUL, W5W., HU, HLIC., IL)5,lVr, LILI,
<br />LUS, WAL, %qP1 U
<br />FL 10531 / FL 10655
<br />H6U, HISM, H66, HH6U, 11146, RX0,
<br />R)5, LCAJ, LU5, W:,U, M5GK, ntA� n�,
<br />TH60, TH6K TKJJ
<br />FL 114bb
<br />BI BA4 HBI LI3V
<br />FL 111156
<br />E6, 6B, 61-5, 6LST, 6LT, 60V, %B H6L5,
<br />H6LT, HC7LTV, HH13, I+W, HIT, HK M,
<br />HHJ, IT5,17 ME6, MIT, M-C/-', K W, kW,
<br />WNPU, WR WPI, HOU,
<br />FLIObbI
<br />STRAP5 AND TIE5
<br />,A, FG, GA, HH, L, L5, LPT, Z
<br />FL10446
<br />FM H, H6T, HT5,1_�TA4 LT5, MT!% RSP,
<br />Iz5T1 50, 5m, 55P
<br />FL 10456
<br />GM5T, G5, FKA, HST, L5TA, Lsn, m5T,
<br />M5TA, M5TG, M5TI, ST
<br />FL 10&52
<br />a A do
<br />40
<br />4. A A 41
<br />4
<br />0,0,0,
<br />2 X 4 5RACIW_% AT
<br />SEAM ON INTERIOR
<br />FACE OF: PANEL
<br />HOLES AT S" OR 12" OjC.
<br />SPAr,IWs MAX. FOR FASTENERS,
<br />RE: F5r_ - TAISILE R301212 FOR
<br />FASTENER TYPE
<br />HOLES IN CENTER OF:
<br />PLYWOOD FOR PRESSURE
<br />EMALIZATION
<br />2" TEN i3sAUGE WOOD SCREWS
<br />TO FASTEN PLYWOOD TO 5RACIWz
<br />2 X 4 5RACIW_% ON EXTERIOR
<br />FAr,E OF PANEL
<br />HOOD 5TRUCTURAL PANEL - OPENINIS, PROTEGTION OPTION
<br />IAO' PLYWOOD
<br />0
<br />Ilk \>> 04
<br />E
<br />0 UJ
<br />z F-
<br />ii g
<br />S
<br />0
<br />LU
<br />')
<br />0 5
<br />LU
<br />LU
<br />z
<br />0 'i co W C-
<br />. Cb
<br />Cq C
<br />P4 W
<br />F_
<br />0 r_ Uj
<br />z 0 0
<br />S
<br />z u
<br />IL r
<br />LU Z
<br />w,
<br />C)
<br />4
<br />Uj
<br />U�
<br />_j
<br />LL
<br />4- 0 W
<br />0
<br />2'j 0
<br />U)
<br />U)
<br />001- z
<br />z C14 Z 00
<br />D W r. z
<br />'OTe 0 C, <
<br />> I- U) LLJ - -0
<br />X Z W M W
<br />LL 0 z
<br />W LL 0
<br />Z 00
<br />0 0 CID
<br />0 LL Z M U)
<br />(.) 0 Op
<br />W Z W
<br />0 X
<br />Zj
<br />z W
<br />W 0 <
<br />_j W _j -j z
<br />W 1- 0 5 0 < z 0
<br />0 a () M z X 0 W
<br />)_ i< < D 0 1:
<br />co CI 0 F- Z Cr F- Ci
<br />W Iju W X wo� oww
<br />Ir Z D W _j
<br />W b X F_ <
<br />w 0 0 < D)
<br />_j I- X = LL W
<br />X F- LL Fn Cn 0 1- U)
<br />z
<br />U)
<br />Li
<br />z
<br />0
<br />0
<br />z
<br />z
<br />LLI
<br />0
<br />0
<br /><
<br />0
<br />U)
<br />_j
<br />LL
<br />0
<br />W
<br />0
<br />0
<br />U)
<br /><
<br />0
<br />z
<br /><
<br />U)
<br />Uj
<br />z
<br />0
<br />z
<br />Lu
<br />_j
<br /><
<br />_j
<br />_j
<br />0
<br />717 :1�
<br />
|