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STRUCTURAL SPECIFICATIONS
<br />LGENERAL
<br />L SUBCONTRACTOR 15 RESPONSIBLE FOR MEANS AND METHODS OF CONSTFAJCTION
<br />TO ENAURE THE SAFETY OF T14E BUILDINGS UNTIL STRUCTURAL SYSTEM 16 COMPLETED.
<br />THIS W-LUDES, BUT 16 NOT LIMITED TO, T14E ADDITION OF WHATEVER TEMPORARY
<br />BRACING, SWORWS, GUYS TO TIE -DO" T14AT MAY BE NECESSARY.
<br />2. SUBCONTRACTOR 16 SOLELY RESPONSIBLE FOR T14E SAFE1Y OF WIG WORK DURING COPOTRUCTION.
<br />3. APOPLICA15LE BUILDING CODES: - FLORJDA BUILDING CODE (2010, RESIDENTIAL EDITION)
<br />4. DESIGN LOADS -
<br />A. ROOFz LIVE LOAD- 20 PGF(MINIMUM).
<br />DEAD LOAD- 10 PSF(GWINGGLE) 20 POP (TILE).
<br />15. FLOM LIVE LOAP_ 60 POP I3ALCXNIE6, 40 FOR ALL OTHER ROOMS
<br />DEAD LOAD-10 PGF
<br />C. SOIL FFIESSUPE: 2MO POP (ASSUMED MW.
<br />S. STRUCTU!"L MEMBER ALLOWABLE DEFLECTION
<br />Rafters having slopee, greater than 302 with no finished calling attadiad to rafters
<br />Interior walls and partitions
<br />Floors and plastered collkigo
<br />All other structural members
<br />Exterior walls with plaster or stuc4co finish
<br />Exterior walls -wind load* with brittle finishes
<br />Exterior wallo-wind load* with flexible forlishoo
<br />Lintels, supporting masorrg veneer walls
<br />6. ALL CONTRACTORS, SUBCONTRACTORS, SUPPLIERS AND FABRICATORS
<br />SHALL BE RESPONSIBLE FOR T14E CONTENT OF: DRAWINGS, AND FOR T14E
<br />SUPPLY AND DESIGN OF APPROPRIATE MATERIALS AND WOW
<br />'01101ANCE.
<br />1. ALL MANUFACTURED ARTICLES, MATERIALS AND EMIPMENT 614ALL
<br />06 APPLIED, INSTALLED, ERECTISP, USED, CLEANED, AND C4NDITIONED IN STRICT
<br />ACAWRDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
<br />11. SITE WORK
<br />V..CARPENTRY
<br />1. DIMENSIONED LUMBER SHALL 15E DRESSED 646, AND SHALL BEAR THE GRADE STAMP
<br />OF THE MANUFACTURER* ASSOCIATION.
<br />2. ALL LUM15ER 614ALL BE SOUND, SEASONED, AND FREE PROM UAW.
<br />3. ALL 6TRIur-TURtiki- BEAMS AND HEADERS SHALL IM 6OUT14EM YELLOW PINE (6YI0.) NO. I
<br />GRADE OR 15ETTM UT14 SINGLE MEMBER (UNPACTORED) STRESSES AS POLLOWS,
<br />FIV a W P61
<br />pow 915 PSI
<br />E - 1,600~ P61
<br />IS% MAXIMUM M016TUIRE C40NTENT
<br />A, FRAMING LUMBER SHALL BE 02 SPRUCE -PINE -FIR OR 5ETTEl111L
<br />B. INTERIOR NON -LOAD BEARING WALLS MAY ISE UTILITY GRADE.
<br />4. ALL LUMBER IN CONTACT WIT14 MASONRY OR CONCRETE 614ALL 15E PM66LM TREATED.
<br />5. PRESSURE TREATED LUMBER SMALL 15E IMPREGNATED WIT14 A OCA SALT TREATMENT IN
<br />ACCORDANCE WITH FA TT-W-511 AND DEAR THE AMERICAN WOOD PRESERVERS
<br />LADO INSTITUTE EQJALITY MARK LP- 2.
<br />HADO 6.15WEATMING " ROOF6 AND WALLS SHALL BE AIDA RATED (ff>lP0GURE 1) 614EAT14NG
<br />L/360 WITH EXTERIOR GLUE. ALL ROOF: "ATI41ING TO IM INSTALLED WITW PLYCLIPS.
<br />L/240 (MAXIMUM 240 O/r_). SEE DETAILS FOR 614EATWM THICKNESSES.
<br />W/360
<br />14/240 1. NAILING FOR PLYWOOD ROOFS AND WALL 6WEAT14M 614ALL 15E ad C4"IONS 0
<br />LA20d 4" =. 0 PANEL 6, AND 611 Or. INTERMEDIATE, FOR 1/211 SHEATWWA OR
<br />L/600 LESS. NAILING FOR STF41CTURALLY APPROVED ARCHITECTURAL WALL PANELS (1/4"0
<br />SHALL BE 60 CC"ION 0 4" O/C AT PANEL 6, AND 6" O/C INTERMEDIATE.
<br />8. ALL FLOORING MATERIAL TO BE 3/4" T4G PLYWOOlD, NAILED AND GiLUEP TO FLOOR
<br />JOISTS. FLOOR NAIL WITH 10d NAILS AT 3N O/C AT PANEL EDGES, &N O)r_ IN THE
<br />FIELD. STAGGER "L6 AT 2" O1r_ AT BUTT ENDS OF PLYWOOD 6WEAT14M
<br />1. FlOUNPATION DESIGN 16 BASED ON A MINIMUM 601L PRESSURE OF 20M POP. IF A SOILS
<br />REPORT WAS NOT PREPARED, THE C4WMACTOR 16 RESPONSIBLE TO RETAIN A
<br />GEOTECWICAL E143INNEER TO CONFIRM THE SOIL CONDITIONS. SHOULD FIELD
<br />CONDITIONS INDICATE THIS MINIMUM C40NDITION POES NOT EXIST, T14E CONTRACTOR
<br />SHALL IMMEDIATELY NOTIFY ENGINEER OF RECORD.
<br />2. THE SUBGRAPE UNDER THE NEW CONCRETE FOUNDATIONS SHALL 15E COMPACTED
<br />TO 95% OPTIMUM DENSITY. SOIL COMPACTM TESTIS TO BE TAKEN BY A
<br />GAIALIFIED 60ILS LAB PRIOR TO POURING ANY CONCRETE
<br />3. FOOTINGS 814ALL 15E NEAT EXCAVATED W14EM P06615LE WITH SIDES AND TOP P 6
<br />OF LOOSE Oft WET MATERIALS. WHERE NEAT EXCAVATION 16 NOT POSSIBLE,
<br />FOOTINGS EXCAVATION 814ALL BE OPEN CUT WITH 6 FORMED AND BRACED. ALL
<br />POOTINGS WITH FORMI!D EDGES SHALL BE BACKPILLED MROM BOTTOM TO TOP OF
<br />FOCITIMs WIT14 SELECT FILL. THE 50TTOM EXCAVATION SHALL 15E CLEAN AND DRY
<br />WIT14 ALL LOOSE MATERIAL REMOVED FOR AN ESSENTIALLY FLAT IMARWx SURFACE
<br />4. PROVIDE 601L TREATMENT FOR TERMITES PER THE 2010 P19C, RESIDENTIAL.
<br />111. CAST IN PLACE CONCRETE
<br />L CONCRETE TO BE NORMAL WEIGHT WITH THE FOLLOWING MINIMUM C-OMMIE661VE
<br />STF04GTH6 AT 25 DAYS:
<br />a.) FOOTINGS, SLAB -ON -GRADE, GLAI5 FILI 'IWO P61
<br />b-) MASONRY WALL TIE BEAMS, TIE COLUMN6_25W PSI
<br />2. CONCRETE SHALL BE READYMIX PER ASTM C54-
<br />a.) PORTLAND CEMENT - ASTM CIbO
<br />b-) AGGREGATES - ASTM C33 (3/4" MAX.)
<br />cJ NO CALCIUM C44LOPJDE
<br />d-) AIR ENTRAINING - ASIM C260
<br />40 WATER REDUCING - ASTM C4S4
<br />0 FLYASW - ASTM C618-18 CLASS P (20 % MAX-)
<br />e.) WATER - CLEAN AND POTABLE
<br />3. REINFORCING STEEL: ASTM A615 GRADE 40, DEFORMED BARS.
<br />4. RE&WIRED SLUMP RANGE - 3' TO 5".
<br />5. WELDED WIRE FAIBRICz AISTM Ali*
<br />6. M016TURE BARRIER: 6 MIL POLYETHYLENE.
<br />1. CODES AND 6TANDAR061
<br />a.) ACI 301 "SPIEC FOR STRUCTURAL CONCRETE FOR BUILDIN316.*
<br />b-) ACI 30b "RECA"IENDED PRACTICE FOR HOT WEAT14ER CONCRETINGt.01
<br />C-) ACI 318 "BLM C40DE REGUIREMENTS FOR REINF. rONCMTE.I.
<br />d.) ACT 315 "DETAILS AND DETAILWa OF C40NCMTE REINFORCEMENT."
<br />MINIMUM LAP SPLICE - 40 BAR DIAMETER$ LNLE66 NClTED OTHERWISE
<br />S, CONCRETE FINISHES SHALL BE PER CONTRACTOR'6 SPEC&
<br />10. SUBCONTRACTOR 15 FIESPONS15LE FOR THE PROPER DESIGN AND C"111111=10N
<br />OF ALL FORMWO`FIK SHORING, AND RESWORIW*
<br />II. REINPORCM BAR COVER:-
<br />a-) FOOTINGS 3"
<br />b.) COLUMNS 11/21,
<br />r-) BEAMS AND WALLS 1 1/2"
<br />d-) SLA956 3/4" (INTERIOR), 1 1/2" (EXTERIOR)
<br />12. CONCRETE SHALL BE PLACED WITHIN 90 MINUTES OF: IBATC44 TIME
<br />13. PROVIDE CORNER BARS AT ALL WALL FOOTING CC)RNERS TO MATC-44 HORIZONTAL BARS.
<br />(25" MINIMUM LAP).
<br />14, ALL BUILDING SLAM -ON -GRAPE SHALL BE NOMINAL 4" T141M P115ER-ME6W CONC. OR
<br />REINFORCED WITH 6x6-191.4 W.WF. ON 6 MIL VAPOR BARRIER. SEE PLANS FOR OTHER CCINVITION6.
<br />15. ANCHOR 15OLTS FOR WOOD PLATES TO CCX-4C-RETE OR MASONRY (ALTERNATIVESA
<br />a. J BOLTS - USE 1/211 X 811 OJN BOLTS WITH 6" EMBEDMENT AND 2" PROJECTION WHEN INSTALLED
<br />PRIOR TO PLACING CONCRETE, AS SWOUIN ON DRAWW36
<br />b. EXPANSION ANC44ORS - USE 1/2N X 4" EMBED, HILTI KWIK BOLT 11, OR ECLIAL, AT LOCATIONS
<br />(OTHER THAN EDGE CONDITIONS) IN LIEU OF In' X S" "J" BOLTS.
<br />c. EPDXY ANC44ORS IN CONCRETE - USE 1/2" X 4-1/4" IMBED, WITH HILTI CIM), OR ANC44OR
<br />BOND BY CELTITIE, INC. AT EDGE OF SLAB CONDITION WWE`RE BOLT 16 LE" THAN 6" TO
<br />A CONCRETE EDGE.
<br />d. EPDXY ANGHORID IN TOP OF BLOCK WALLS - USE THREADED ROD (3/4" X Ailit-5/8" IMBEO) ON
<br />TOP OF 8N MASONRY WALLS WIT14 HILTI HIT C-00 ADHESIVE OR ANCHOR BOND, WHEN 1/2" X 6"
<br />"J BOLTS ARE OMITTED.
<br />list. FOOTING SIZES SHOWN ARE TYPICAL ONLY FOR STATED SOIL IMARING PRESSURE AND
<br />CONSISTED COMPACTION. CONTRACTOR SHALL BE RESPONSIBLE FOR FOCITIN526
<br />COMPLYING WIT14 THE DESIGN 11112CMIREMENTS OF SPECIFIC 601L CONDITIONS.
<br />I"I. PROVIDE 1/2" EXPANSION JOINT MATERIAL BETWEEN ALL CONCA&ETE SLA06 AND
<br />ABUTTINGS CONCRETE OR MASONRY WALLS OCAMARRJWs IN EXTERJOR OR UNI-eATED AREAS.
<br />IV. MASONRY
<br />L HOLLOW LOAD BEARING UNITS (CMU) SWALL CONFORM TO ASTM CW, NORIAL WEIGHT, TYPE 1, GRADE N.
<br />MINIMUM NET COMPRESSI'VE STRENGTH - ISM PSI.
<br />2. MORTAR SHALL BE TYPE M OR 6 AND CONFORM TO ASTM C210.
<br />3. C474CRETE GROUT SHALL CONFORM TO ASTM C4162
<br />a.) 3OW PSI AT 28 DAYS.
<br />b.) 3/80 MAXIMUM ACsC%;R5GATE.
<br />c.) 8" - 1111 SLUMP.
<br />4. BARS SHALL WAVE MINIMUM CLEARANCE OF 1/2" FROM MASONRY. T14E CLEAR DISTANICE
<br />BETWEEN BARS SHALL NOT BE LE66 TWAINI ONE BAR PIAMETEK NOR LE66 T14M I"
<br />S. VERTICAL REINFORCING 614ALL BE AT ALL CAOR14ERS, EACH JAMIS OF OPENINGS OVER 4 FT. WIDE,
<br />UNDER ALL GIRDER LOADS, AND NOT TO EXCEED S-0- O/C FOR STRAIGHT WALLS, OR AS SHOWN
<br />ON THE DOIAWINGS. FILL CELLS WITH CONCMTE GROUT AS SPECIFIED. PRO"VIDE ACI W DEGREE
<br />STANDARD WOOKO INTO FOOTING, AND TIE IMAMS
<br />6. REINFORCNG BARS SHALL 15E STRAIGHT EXCEPT FOR BENDS AROUND CORNERS AND WHERE
<br />BENDS OR WOOKS ARS DETAILED ON THE PLANS.
<br />1. REINFORCING BARS 814ALL BE LAPPED 40 DAR DIAMETERS WHERE SPLICED 40 SHALL
<br />BE WIRED TOGETHER.
<br />WHEN A FOUNDATION DOWEL DOES Nar LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE
<br />SLOPED MORE THAN ONE HORIZONTAL IN 6IX`VERTICAL. DOWELS SHALL BE GROUTED INTO A
<br />COME IN VERTICAL ALW-IENT, EVEN THOUGH IT 18 IN AN ADJACENT CELL TO T14E VERTICAL
<br />WALL REINF;ORCEMENT.
<br />S. CLEANOUITS SHALL BE PROV`IDED IN THE BOTTOM COURSE OF MASONRY IN EACH GROUT
<br />POUR WHEN THE POUR WEIGHT EXCEEDS 5'. PROVIDE 4N X 4' OBSERVATION WOLE TO
<br />VERIFY CAONC4WTE GROUT PLACEMENT
<br />10. PLACE ALL MAGONRIr IN FAMING 914M WIT14 3/8" MORTAR JOINTS. PROVIDE COMPLM
<br />C47VERAGE FACE SHELL MORTAR MODING, HORIZONTAL AND VERTICAL. FULLY
<br />MORTAR WEBS IN ALL COURSES OF PIERS, COLUMN6, AND PILASTERS AND
<br />AND ADJACENT TO C4ROUTED CELLS.
<br />11. PROVIDE S" X S" PRECAST RENFORCEP CONCRETE LINTELS OVER ALL MASONRY OPENINGS
<br />NOT SHOWN TO 14AVS A STRUCTURAL DEA111. MINIMUM END BEARING m 4"
<br />REI R TO LINTEL SC44EDULE (MINIMUM CAPACITY OF IV= PLF).
<br />12. PRIOVIDE METAL CAVITY CAPS, 6" WIRE MEOW, OR DUR-O-STOF BY DUIlk-A-WALL, W-v Wieft
<br />REMIRED TO RETAIN GROUT IN VERTICAL CELLS.
<br />9L INSTALL BRIDGING IN ALL (2X) FLOOR OR ROOF JOISTS AT &-04 MAXIMUM.
<br />NISTALL BLOCKING IN ALL BEARINIS WALLS AND PARTITIONS OVER g'-ON 0
<br />MID -HEIGHT. BRACE CMISLE END WALLS AT 4'0" O/C UNERE WALL PRAMINISS 16
<br />NOT CONTINUOUS PROM POUNIDATION TO ROOF OR AS SHOWN ON DRAWINGS
<br />10. ALL NAILING AND BOLTING 6HALL COMPLY WITH AMERICAN WTInM OF TIMBER CONST111111=10N
<br />REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR 614ALL BE CIALVANIZED.
<br />11. ALL C40NNECTION HARDWARE 8WALL BE GALVANIZED AND SUPPLIED BY SIMPSON
<br />STRONGTIE CO, OR EGUIVALENT. SUBMIT CUT 64MG FOR ALL CONNECTION
<br />HARDWARE TO CONTRACTOR FOR APPIROVAL. ALL NAIL WMEG SHALL ISE FILLED
<br />OR AS PRESCRIBED BY T14E MANUFACTURER.
<br />12. PROVIDE A GINGSLE PLATE AT T14E BOTTOM AND DOUBLE PLATE AT THE TOP OF ALL
<br />LOAD BEARING STUD WALLO. STAG"R END JOINTS IN DOU15LE PLATES AT LEAST *-00
<br />PER DETAIL 2 X 4 GILL PLATES FOR WARM WALLS SHALL BE BOLTED TO
<br />FOLMATION AS PER MEARM WALL DETAIL.
<br />13. LOAD BEARM STUDS SHALL 15E DOUBLED AT ALL ANGLES AND AROUND ALL OPENW36,
<br />AND AT STRUCTURALLY APPROVED A11111041TECTUIRAL. WALL PANEL JOINTS STUDS SHALL
<br />BE TRIPLED AT ALL CORNERS.
<br />W WOOD LINTELS OVER OPENINGS SMALL 15E DOUBLED 2xI2 HEADERS UNLESS
<br />NOTED OTHERWISE ON PLANS, WITH CONTINUOUS 1/2' PLYWOM FILLER CUT TO
<br />KILL DEPTH Or- 15EAM DIETWEEN 2x MEMBERS.
<br />St RAFTER SCHEDULE FOR CONVENTIONAL FRAMED AREAS
<br />MAXIMUM MAXIMUM
<br />MEMBER SIZE SPAN (SYP 02) SPAN (SFM)
<br />2 X 4 1 Fr. & Fr.
<br />2 X & 9 FT. a FT.
<br />2 X Is 12 Fr. 10 FT.
<br />2 X 10 14 FT. 12 Fr.
<br />2 X 12 16 FT. 14 FT.
<br />NOTE 1: RAFTERS MUST BE BRACED LATERALLY BY A CONTINUOUG, NAILWI OF
<br />IGHEATWING; Oft 01111111ACED AT 24" O/C_, U114 MINIMUM IX4.
<br />NOTE 2. RAPTER SPACING NOT TO EXCEED 24" O/C.
<br />NOTE 3% RIDGE 150AP06 TO BE ONE SIZE LARGER THAN RAFTER UNLESS
<br />OTHERWISE NOTED ON PLAN&
<br />NOTE 4. =t4NECTOR OC44EDULE
<br />A. SIMPSON MT820 (OR EGIUAL) BETWEEN CAT 15LOCXM AND ROOF TRUSSES.
<br />5. SIMPSON WS (OR EGLIAL) BETWEEN RAFTER TAILS TO CAT BLOCKIN&
<br />a SIMPSON Wb (OR EGIUAL) BETWEEN THE RAFTERB AND NOW BOARD.
<br />D. 6IMPSOhl C-620 AT ENDS OF RIDW BOARD, OR SIMPSON JOIST
<br />HANGER WHERE APPLICABLE
<br />VI. PRE-ENGINEERED WOOD TRUSSES
<br />1. THIS SECTION DEFINES PRE-ENGINEERISID, PREFABRICATED, METAL PLATE CONMEICTED
<br />WOCIP ROOF AM FLOOR TRUSSES AS `WOCD TRUSSES"-
<br />2. TRIM LAYOUTS GWOLLIN ON PLANS AIM SC46MATZ ONLY. TRIM MANUFACTURER
<br />ANP/OR ENGINEER SHALL BE RESPONSIBLE FOR T14E DROW4 AND SPACING OF ALL
<br />TRAMS AND SHALL SUBMIT SHOP DRAWINGS To THE BUILDER FOR APPROVAL.
<br />3. THE WOOD TRIM MAINIUFACTURER MAT PARTICIPATE IN A CODE APPROVED T141RD PARTY
<br />CLIALITY ASSURANCE PROGRAM SUCH AS T14E TRUft PLATE IN67171.11TES "CLIALITY CONTROL
<br />N16MMON PROGRAMN Oft ECUIVALENT.
<br />4. WOOD TRUSS MEMBERS, AND CONNIECTI" SHALL 15E DESIGNED FOR ALL LOADS SHOWN ON
<br />THE CONTRACT DOCUMENTS INCLUIDINGk LIVE, DEAD, AND CC)NCENTRATED LOADS, PLUS
<br />WIND LOADS.
<br />S. REI E To T14E FLOOR PLAN AND OTHER STRUCTURAL DETAIL SWEETS " IMPORTANT
<br />INFORMATION NOT SMCIFICALLY ADDRESSED BY T14E TRUSS MWAMM LAYOUT
<br />SUCH AS DEARING WALL WEIGHTS AND CEILING VAlULT DETAIL&
<br />6. WOOD TRUSS DESIGN SHOP DRAWINW SHALL INICLUDE, 15UT AM NOT LIMITED TO,
<br />THE FOLLOWING INPORMATIONs
<br />ad SPAN LENGTH, OVERHANG AND EAVE DIMENSIONS, SLOPE AND SPACING OF
<br />THE WOOD TRUSSES.
<br />b.) ALL 09604 LOADS AND THEIR POINTS Ole APPLICATION. VALLEY AND CONVENTIONAL
<br />MRAMNS MUST BE CONSIDERED.
<br />cJ ADJUISIMENTS TO ALLOWABLE VALUES.
<br />d.) REACTIVATE FORCES AND TI-EIR LOCATIONS.
<br />tiit) BEARING I Y AND MINIMUM BEARING LEWATH.
<br />0 DEPLECTIONS.
<br />gJ METAL CONNECTOR PLATE I Ir GAUGE, SIZE, AND LOCATION.
<br />h-) LUMBER SIZE, SPECIES, GRADE AND M016TUFM CONTENT.
<br />I.) LOCATION AND CONNECTION DESIGN OF REMIRED CONTINUOUS LATERAL BRACM
<br />J.) NET UPLIFT LOADS BASED ON ACTUAL BUILDING DEAD LOAD.
<br />k.) WES RZIN110111111C1VIENT DETAILS FOR G,41" END 17111AGE8.
<br />1.) VALLEY SETS FOR OVER -BUILD CONDITIONS.
<br />1. LIMIT DEFLECTIONS FOR LIVE LOAD TO SPAN/360 (ROOF), 6PANAW (FLOOR), AND
<br />LIMIT TOTAL LOAD DEFLECTIONS TO SPAN/240 (ROOKSPAN1360 (FLOOR)INI 86
<br />SFECWICALLY NOTED OTHERWISE
<br />& FIRE RETARDANT WOOD 16 NOT ALLOAA15LE FOR USE AS TRL186 CHORDS OR WEBS.
<br />I
<br />.k WOOD TRIAMS, SHALL BE DESIGNED 60 T14AT MINIMAL HORIZONTAL REACTIONS
<br />ARE IMPOSED ON THE SUPPORTING STRUCTURE UNDER VERTICAL LOADS. NO GLIP
<br />C0101ECTIONS APE ALLOAV UNLESS OTHERWISE NOTED CONTACT CONTRACTOR AD FWAILIND
<br />10 WOW TRUSSES MAT BE CWECKED FOR WIND. WIND VELOCITY, DE61M VELocnY
<br />F'RESSUREG, AND MEAN ROOF WEICWT MUST BE S40JN ON T14E 61,1151"ItIlE SHOP DRAWINGS.
<br />IL CONTINUOUS BOTTOM CHORD LATERAL BRACING 16 REQUIRED AT A MINIMUM
<br />SPACINSS OF W'OjC. LNM66 NOTED OTWMIGE. BOTTOM C44ORD BRACING 16
<br />CONTINUOUS PROM ONE END OF THE BUILDING TO THE OTHER 00. OVERLAP
<br />CONTINUOUS BRACING AT LEAST ONE TRUSS SPACE. USE A MINIMUM OF 2 X 4
<br />(ROOF), 2X6 M_OOR) GRADE MARKED LUMBER AT LEAST IV- LONG, WITH 2-16d
<br />NAILS AT INTERMEDIATE AND 3-16d NAILS AT END CONNECTIONS.
<br />12. CROSS BRACING 16 IQEQJIRED AT MINIMUM 10' Or- UNLE66 NOTED OTHERWISE. LOCATE
<br />CRO66 BRACING AT OR NEAR THE BOTTOM 040111111D BRACW& INSTALL CRD66 BRACING AT
<br />BAC44 END AND AT 2V'OjC. ALONG THE LENGTH OF: THE LATERAL BRACWuL CROGS
<br />BRACING 16 ACCIOI"MISHED BY ATTACHING PIACvONAL WEIS BRACING TO OPPOSITE SIDES
<br />OF: T14E GAME GROUP OF SIMILAR WED MEMBERS. SLOPE CRO66 BRACING IN OPPOSITE
<br />DIRECTIONS AT APPROXIMATELY 45, DEGREES FORMING A CROSS NXO. USE A MNIMIJM OF;
<br />2X4 GRADE MARKED LUMBER WITH AT LEAST 3-16d NAILS AT EACH CONNECTION.
<br />13. TRIAG ERECTOR 18 REGFIONSI15LE FOR ALL TEMPORARY BRACING OF TRIUSS
<br />SYSTEM IDURING; CONSTRUCTION.
<br />14 HANDLING, INSTALLATION, AND BRACING OF WOOD TRIAGE15 SHALL BE IN ACCORDANCE
<br />WIT14 FUIBLI"D BY T14E TRUSS PLATE INSTITUTE.
<br />15. ALL WOOD TRUGGEO SHALL BE FASTENED TO THEIR SUPPORTS UT14 APPROVED HURRIC.06
<br />ANCHORS, RATED TO CARRY UPLIFT LOADS SPECIFIED BY TRIAS MANUFACTURER
<br />ALL CAONNECTION WAR[NUARE GWALL BE GALVANIZED AND GUPleLIEP BY SIMPSON
<br />STRONG -TIE, OR APPROVED E12UIVAUNr MANUFACTURER. ALL NAIL HOLES SHOULD
<br />ISE FILLED, OR AS PRESCRIBED MY THE MANUFACTURER.
<br />I'l. TRIAGES Ave TO BE DESIGNED TO ALLOW FOR TI-E PROPER ROUTING OF AIC
<br />DUCT WORK AND PLUMBWk CRAMS SHALL Not OR BLOCKED BY WOOD TRUSSES.
<br />18. PILING OF PLYWOOD ON WOOD TRUSSES 16 NOT ALLOWED.
<br />it INSTALLATION OF ORDKER DAMAGED, WARPED, OR P14MOPEN-Y REPAIRED WOOD
<br />TRUSSES 16 NOT ALLOWED.
<br />20. IMPROPER OR LNAW140MZED PULP ALTERATIONS OF WOOD TRAGE6 16 NOT ALLOUP.
<br />21. GABI ENDWALL TRUSSES MUST TROMFER LATER& LOADS TO THE SWEAR WALLS AND/OR
<br />THE ROOF DIAPHRAGM.
<br />22. WOOD IMAGES T14AT DO NOT MEE I INTERJOR LOAD BEARNG WALLS 1"IUST BE 814M
<br />00 NOT PILL WOOD TMJ66ES DOWN TO INTERIOR BEARINS56.
<br />23 SUBMITTALS: ALL SUBMITTALS SHALL WAR T14E EMBOSSED W-4. OF A LM49ED STRUCTURAL
<br />ENSsWER N TWE STATE OF FLORIDA AND SHALL 15E SUBMITTED TO CONTRACTOR FOR
<br />REVIEW PRIOR TO WOOD TRUSS FABRICATIOI%L
<br />aJ &MIT SEALED WOOD TRW DESIGN CALCULATIONS AND PROFILES FOR EAC14 TYPE OF
<br />TRU66 UMT14 PERMANENT BRIDGING
<br />bJ SUBMIT WOOD TRIAS ERECTION MAN. MCLUIPING CONNECTION DETAILS AND UPLIFT
<br />ANCHORS.
<br />cJ SUBMIT WOOD TRUSS TEMPORARY ERECTION BRACW.* PLAX
<br />d-) MAINTAIN C40PY OF SUBMITTAL ON JODGITF-
<br />PROTECTION AGAINST TERMITES
<br />1111113118.1 Termite Protection. Termite protection "[I be provided N registered twmlticldft, Including soil applied pesticides, balting
<br />696tams and pesticides applied to wood, or other approved methods of tomite protection labeled for use so a preventative troatmant
<br />to now construction. gas 6ectlorl 202, "[stored tomIticide. Upon completion of too application of the tomito protective treatment, a
<br />Cortificato of Compliance "I[ be issued to the building department bV the IlrAnood post control colfipang that contaffis the following
<br />statement- IThe building has received a complete treatment for the prevention of subterranean termites. Treatment to in accordance
<br />with rules and law& established 1*9 the Florida Department of Agriculture and Oomsuifior Serviced.
<br />11111:318.1.1 If soil treatment to used for subterranean La. Its prevention, the initial chemical 6011 treatment Inside the foundation
<br />perimeter "[11 be dome after all excavation, backfilling and compaction Is complete.
<br />112318.12 If *oil treatment is used for subtairramearl termite prevention, soil area disturbed after Initial chemical soil treatment "ll
<br />be retreated with a dismical evil treatment, Including spaces boxed or formocl.
<br />R318.13 If *all treatment Is used for subterranean termite prevention, space in c;oncroto floors boxed out or formed for the
<br />SUIPSOqUilint installatiorl of plumbing traps, drains or ang other purpose shall be created bg using plastic or maul pormamentig
<br />placed forms of ouffleleft depth to eliminate amg planned aoil disturbance after Initial chemical soil treatment.
<br />F518.1A If soil treatment to used for subterranean termite prevention, d-wallcallS treated soil ohall be protected with a minimum 6
<br />mil vapor retarder to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retroatment, to required.
<br />Amg work, including placement of reinforcing stool, dam after chemical treatment until the concrete floor to poured, "[I be dam
<br />in such maf all as to avoid ponevating or dioturbing treated soil.
<br />R318.1b If soil treatment Is used For subterranean termite prevention, aoncroto overpour or mortar accumulated along *a exterior
<br />Foundation perimeter oliall be removed prior to exterior chemical &oil treatment, to enhance vertical penetration of the chemicals.
<br />R318.1.6 If soil treatment Is used for subterranean termite prevention, chemical *of[ treatments "[I also be applied under all
<br />exterior concrete or grade within I foot (3M mm) of the primarj structure oldowalls. Also, a vertical chemical barrier so -all be
<br />applied promptig after construction is completed, including initial landscaping and Irrigation/sprinklor Installation. Aryj soil disturbed
<br />after On cho fcal vertical barrier is applied "If be promptig retreated.
<br />R318.111 If a registered tormiticide formulated and reelotered as a bait s�ptom Is used for vibtarranean termite prevention,
<br />section* R318.1.1 through R310.1.6 do not appl!ji however, a signed contract assuring the Installation, maintenance and monitoring
<br />of the baiting s9stem for a minimum of 5 goars from the issue of the certificate of Occupaneg "ll be provided to the building
<br />official prior to the Pouring of the slab, and the "tam must be Installed prior to final building approval. If the balting agatem
<br />directions for use require a monitoring "&a prior to Installation of the pesticide active Ingredient, tka Installatlorl of the
<br />monitoring phase components shafl be deemed to constitute Installation of the "ton.
<br />R318.1.8 If a reelotered tomlticldo formulated and registered as a wood treatment I* used for subterranean termite proventlon,
<br />Sections R3115.1.1 through P318JAP do not appIV. ApplIcattom of the wood treatment tormiticide "if be as required bg label
<br />directions for use, and must be completed prior to final building approval.
<br />R3182 Penetration. Protective *leaves around piping ponstrating concrato *lab-on-grado floors "if not be of cellulose-contalmine
<br />materials and, If soil treatment to used for subterranean termite protection, the *leave shall have a maximum wall thIckrowe of 0010
<br />Inch (025 mm) and be sealed within the slab using non-corroolve clamping device to eliminate the annular space between pipe and
<br />the oloolvo� No tormiticides ahall be applied Imalde the oloove.
<br />110183 Cleaning. Cell& and cavities in masomrg units and air gaps between brick, otome or masonrg vorwors and the structure 6hall be
<br />cleaned of all flon-proservatIve treated or non-maturallS durable wood, or other callul000-contalming material prior to concrete
<br />placement.
<br />Exception: Inorganic material manufactured for closing cello in foundation concrete mason unit construction or clean earth fill
<br />placed In concrate maeomV unit voids below slab level before La Its treatment I* performed.
<br />11618.4 Concrete boarwg IodgoWTcK stoi or other venoor shall be supported b,9 a concrete bearing lodge at least equal to the total
<br />thickness of tto brick atom or other vereer u"ch is poured InteigrallS with the concroto foumdatforL No supplemental concrete
<br />foundation pours which will create a hidden cold joint shall be used without supplemental troatmomt in the foundation urileso there Is an
<br />approved phgoical 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 ma6owg veneer extends below grade, a termite protective treatment must be applied to the
<br />cavftg created between the voneor and the Foundation, In lieu of a phVelcal barrier.
<br />Exception.venoor supported bg a structural member secured to the foundation oldowall in accordancow with ACISWASCE 5/11`18
<br />402, provicked at least a 6 Inch (152 mm) clear Inspection space of the foundation sidewall exterior exist between the vomeor arid
<br />the top of ang soil, sod, mulch or other organic landscaping component, clock. sprom, porch walk or aN other work immodlatalig
<br />adjacent to or acuoinine the otru&"o,
<br />110192% Foam plastic protection. Extruded and expanded polg&tgrone, polSfe"anurato and other foam plastics "I] riot be installed on
<br />the exterior face or under Interior or exterior foundation walls or slab foundations located below gracle. The clearance between foam
<br />plastics installed above grade and exposed earth "if be at least fi, Inchas (152 mm).
<br />Exceptlora:
<br />1. BuIld"s whdre the structural members of walls, floors, catillngs and roofs are ontirsIV or nomeAmbuotibills materials or
<br />pre66ure-prosarvative- treated wood.
<br />2. Uhm in addition to the requirements of section R318.1, an approved method of protecting the foam plastic and structure from
<br />oubtarran"n termite damage to used.
<br />3. On the Wdwlor aide or basomomt walls.
<br />R318.6 Protection against dlmca� and tonliftes.00ndenoste lines, IrrigatioWsprfinklor s9stom risers for 6prag heads, and roof downspouts
<br />"If discharge at least I foot (3015 mm) awaS from the structure oldowall, whether bS underground p1pine, tail extenoloms or splash
<br />blocko, Gutter& with downspouts are required on all buildingo with eaves of Is&* than s, Inches (ID2 mm) horizontal projectlon except
<br />for gable and rakes or an a roof above another roof.
<br />R318.1 Preparation of building site and removal of debris.
<br />R318.1.1 All building altos shall be graded to provide drainage under all portions of the building not occupied bg basements.
<br />R318.1.2 The foumdatiom and the area encompassed within I foot (309 mm) thoroln "ll have all vegetation, stumps, dead roe",
<br />cardboard, trash and foreign material removed and the fill material ohall be from of vegetation and foreign material. The fill "ll be
<br />compacted to assure adequate sui:tport of the foundation.
<br />R318.13 After all work to completed, loose wood and debris "if be coffiplotolq removed from under the building and within I foot
<br />(3ft mm) thereof. All wood forms and support* shall be comploteig removed. This Includes, but Is not limited tot wooden grade
<br />stakes, forms, contraction spacers, tub trap boxes, plumbing supports, bracing, shoring, forms or other cellulose-contalming
<br />material placed in ang location where ouch materials are not clearig vielble and readlig removable prior to completion of the work.
<br />Wood shelf 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 />Sole plate to joist or
<br />Ibd common
<br />161,
<br />blo�, face nail
<br />Top of bole plate to stud,
<br />*d common
<br />2
<br />and mailed
<br />Stud to 6018 plate, too nail
<br />8d common
<br />4
<br />Doubled stude, face nail
<br />10d common
<br />24" O.C.
<br />Doubled top plates, face
<br />10d coomon
<br />1611 alaq each
<br />nail
<br />edge
<br />Continuous header to
<br />ad common
<br />3
<br />stud, too mail
<br />NO sheathing or Iwo to
<br />8d common
<br />2
<br />each bearing, face nail
<br />Over DO shoalk" to
<br />Scl common
<br />3
<br />each bearintA face nail
<br />lBuIld-up comer etudo
<br />l6d common
<br />241 OjC.
<br />l9luild-up gridem and
<br />20d common
<br />321 OjC. at top
<br />bome up to tkree member&
<br />and bottom and
<br />staggered 2 ends
<br />at each
<br />splice
<br />In" Npsw %wthing
<br />11 ga 1-1/21
<br />00Z. at ode"
<br />1/16" head
<br />80 oc. at other bearW4
<br />5/81 Grew 61,leathine
<br />11 ga 1-3/41
<br />440L. at Beiges
<br />1A6" head
<br />80 or- at other bear!N.
<br />G9:*um 1.1.1allboard
<br />InN
<br />1-3/6' dr9wall mail
<br />1110z. on CSIING
<br />840L. on walls
<br />5/8,
<br />1-1/2" dr9wall nail
<br />TOL. on cellNe
<br />8"O.C. on walls
<br />Hardboard Lap Sift
<br />Od corrosion resistant
<br />1611 O.C. at top
<br />Direct to Studs
<br />with minimum "rk
<br />and bottom "m
<br />dia. of 009W inch
<br />and minimum head
<br />dia. of 0240 inch
<br />Wardboard Lap Siding,
<br />10d corroolilon resistant
<br />16" 04, at top
<br />over shwthlng
<br />with minimum "rk
<br />and bottom edgels
<br />dia. of 00W Inch
<br />arid minimum head
<br />dia. of 0240 Rich
<br />Wardboard Panel foldirig,
<br />6d corrosion resistant
<br />&N oic. at edges
<br />Direct to Studs
<br />with minimum skark
<br />120 OjC. at
<br />dia. of 00WO inch
<br />Intermediate
<br />and minim head
<br />supports
<br />dia. of 0225 inch
<br />Wardbloard Panel oldN,
<br />6d corrosion resistant
<br />61 O.C. at ode"
<br />Over to swo"
<br />with minimum "rk
<br />12N OL. at
<br />dia. of 00WO 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 />COEFFICIENT
<br />ENCLOSED 0.18
<br />TOPOGRAPHICAL FACTOR
<br />FLAT 1.0
<br />MAXIMUM BUILDING HEIGHT
<br />35
<br />FT
<br />- ___1
<br />3T 2
<br />_-F-;�_
<br />3 3
<br />2 1
<br />3
<br />5
<br />A,
<br />0"Ie e
<br />5
<br />C)
<br />a
<br />1-3
<br />2
<br />3 3
<br />2
<br />Walls
<br />Roof
<br />WIDTH OF EDGE
<br />STRIPS (a)
<br />8
<br />FT
<br />OPENING PROTECTION
<br />REQUIRED
<br />COMPONENT & CLADDING DESIGN PRESSURE (PSF)
<br />ZONE1
<br />ZONE 2
<br />ZONE3
<br />ZONE4
<br />ZONE 5
<br />Area of C&C (SF)
<br />Positive
<br />Negative
<br />Positive
<br />Negative
<br />Positive
<br />Negative
<br />I 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 />so
<br />16.9
<br />-31.7
<br />16.9
<br />-48.0
<br />16.9
<br />-74.0
<br />33.2
<br />-36.3
<br />33.2
<br />-41.8
<br />100
<br />16.8
<br />-30.8
<br />16.8
<br />-43.3
<br />16.8
<br />-68.4
<br />31.5
<br />-34.7
<br />31.5
<br />-38.5
<br />WINDOWS AND DOORS DESIGN PRESSURE (PSF) BASED ON Vascl
<br />Area (SF) or
<br />ZONE1
<br />ZONE 2
<br />ZONE3
<br />ZONE4
<br />ZONES
<br />Positive
<br />Negative
<br />Positive
<br />Negative
<br />Positive
<br />Negative
<br />Positive
<br />Negative
<br />Positive
<br />Negative
<br />description
<br />10
<br />16.0
<br />-20.3
<br />16.0
<br />-35.4
<br />16.0
<br />-52.4
<br />22.2
<br />-24.1
<br />22.2
<br />-29.7
<br />20
<br />16.0
<br />-19.8
<br />16.0
<br />-32.6
<br />16.0
<br />-49.0
<br />21.2
<br />-23.1
<br />21.2
<br />-27.7
<br />so
<br />16.0
<br />-19.0
<br />16.0
<br />-28.8
<br />16.0
<br />-44.4
<br />19.9
<br />-21.8
<br />19.9
<br />-25.1
<br />100
<br />16.0
<br />-18.5
<br />16.0
<br />-26.0
<br />16.0
<br />-41.0
<br />18.9
<br />-20.8
<br />18.9
<br />-23.1
<br />Garage Doors
<br />I
<br />I
<br />WNNECTOR PROMT APPRDVALS
<br />AFFUCATM
<br />Sffsm COWTOR
<br />M. APPROV& No.
<br />OAPS, AM 5ASE5
<br />06, ECZ, FIG, EPG.
<br />FL l0i*0
<br />AN
<br />FL 10&4q
<br />COW-RETE I MA50NRl
<br />CONNE-GTORS
<br />HU, Rr,
<br />FL IOC-55
<br />H6T, M5M
<br />FL loftb
<br />W, Hl", HHIM
<br />FL 10441
<br />DETAL, F6T9 WTA, HHffA, HM,
<br />HT5M H6AM HISM L6UM LTA META
<br />M5TAM, MSTGM, MT5M
<br />FIL 11413
<br />Hrz,AIO, LIST, M&T, WSTG, V6T
<br />FIL 11410
<br />H17, LTT
<br />FL IMb
<br />HAN6ER5
<br />L5W, L9J, THA
<br />FL 10441
<br />11146, W-WIL, WAR HU, HX, IUSlVr, LU,
<br />1-1,1401 HJ15LLI 5K U
<br />FL 10531 / FL 10655
<br />1161,11, H6W, WA6, HH6U, HH16, RX-0,
<br />HL6, LCJJ, LL6, W:AJ, M5GF`T, THA, TH6B,
<br />TH60, THISK THX
<br />FL 11468,
<br />5,13A, HI3, L13V
<br />FIL Illbb
<br />E6, 66,61-5,61-5T, 6LT, 6LTV, 11613, H61-5,
<br />H6LT, Hr--LTV, HHB, HHEV, HIT, HK MI,
<br />HW IT5,17 ME6, MIT, M5G, K WI, HW,
<br />WNPU, W, WI, H3U,
<br />FIL 10661
<br />STRAPS, AND TIE5
<br />A, FG, 6A, HH, L, L5, LPT, Z
<br />FL10446
<br />IFTA, H, H&T, HTSLFTA, LTS, MT5, R5P,
<br />IRST, 50, SPH, 55P
<br />FL 10456
<br />OM5T, G5, FHA,, HST, LSTA, LSTI, M5T,
<br />m5TA,, m5m, wn, sT
<br />FIL lOb52
<br />5 11 _� L
<br />01it' MAX
<br />PANEL SPAN
<br />2 X 4 5RACIWz AT
<br />SEAM ON INTERIOR
<br />FACE OF PANEL
<br />4P 11;1I IM 24 HOLES AT cY OR 12" O.C.
<br />SPACIWG MAX. FOR FASTENERS,
<br />RE: FIBC - TAIBLE R3012.12 FOR
<br />FASTENER TYPE
<br />HOLES IN CENTER OF
<br />IN PLYWOOD FOR PRESSURE
<br />E=ALIZATION
<br />�_2" TEN GAU6sE WOOD SCREWS
<br />TO FASTEN PLYWOOD TO 5RACIW_-
<br />2 X 4 15RACM ON EXTERIOR
<br />FACE OF PANEL
<br />6' TO Is' MAX �_Mlhl I/Vol, PLYWOOD
<br />PANEL SPAN
<br />P400D 5TRUCTURAL PANEL - OPENINO PROTEGTION OPTION
<br />;11,;�G /V
<br />'S
<br />No%
<br />1IN 0
<br />X
<br />L
<br />V> 10
<br />"�_
<br />It
<br />/V 0
<br />L
<br />Cut
<br />LU
<br />z F-
<br />0<
<br />0
<br />LU 0
<br />0 LLI
<br />6
<br />Uj CL
<br />;�?11
<br />z 0 0
<br />LU
<br />z u
<br />LU Z
<br />�2
<br />141 Div �r
<br />_j
<br />LL
<br />W
<br />0
<br />C)
<br />Vol I ro
<br />F- 0 _j U)
<br />z
<br />Z 04 Z 00
<br />D W M z
<br />W
<br />0 0
<br />Lu = - CN
<br />> F- (f) W -0
<br /><Omw mr- afw
<br />M Z 0 z
<br />LL
<br />- < 0 LL 0
<br />i.- z W 0
<br />< 0 z 0 U)
<br />0 W 0 LL 0 :i
<br />En- 0 u C
<br /><
<br />W Z W 1-- >
<br />0 < 0 _j W
<br />!L :3 z < 0 U) W
<br />F- W M I`-
<br />0 <
<br />z z 0
<br />0 5 <
<br />L) a 6 ca z W 0 Lu
<br />< < <
<br />0 z W
<br />�
<br />W W 0 W 0 0 (If Lu
<br />z D W _j
<br />5;
<br />W 0 (.9 X 16- <
<br />X W 0 _j F- ir LL Lu
<br />Fn
<br />W F- u_ W 0 F- < (n
<br />z
<br />U)
<br />LLJ
<br />F-
<br />z
<br />:D
<br />0
<br />C)
<br />F-
<br />z
<br />z
<br />W
<br />0
<br />0
<br /><
<br />0
<br />U)
<br />_j
<br />LL
<br />LLI
<br />0
<br />Q
<br />U)
<br /><
<br />0
<br />ICL
<br />z
<br /><
<br />3:
<br />U)
<br />(0
<br />W
<br />F- Z
<br />0
<br />og
<br />z
<br />W
<br />_j
<br /><
<br />_j
<br />_j
<br />0
<br /><
<br />UJI
<br />0
<br /><
<br />Z)
<br />N
<br />W p
<br />U)
<br />FIRST ISSUE
<br />12/04/13
<br />SECOND ISSUE
<br />TH1RD 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 />
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