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<br />S TRue TURAL NOTES
<br />
<br />S TRue TURAL NOTES
<br />
<br />S TRue TURAL NOTES
<br />
<br />S TRue TURAL NOTES
<br />
<br />I. SPECIFICATIONS
<br />
<br />3. DESIGN METHOD
<br />
<br />I. I.
<br />
<br />CONSTRUCTION:
<br />
<br />I. I. I.
<br />
<br />I. I. 2.
<br />
<br />I. I. 3.
<br />
<br />I. 1.4.
<br />
<br />I. 1.5.
<br />
<br />I. I. o.
<br />
<br />I. 1.1.
<br />
<br />3. I.
<br />
<br />ACI 318-02 aJILDIN6 CODE REQUIREMENTS FOR STRUCTlJRAL CONCRETE
<br />
<br />ACI 530/ASCE 5/TMS 402-<1<1 ! ACI 530, IIASCE O/TMS 002-<1<1
<br />SPECIFICATIONS FOR MASONRY STRlX-TlJRES.
<br />
<br />ASTM C210-<12, C410-<1I, AND C<10-<10 SPECIFICATIONS FOR MASONRY STRlX-TlJRES
<br />
<br />NATIONAL DESI6N SPECIFICATIONS (NDS) FOR HOOD CONSTRUCTION, 2001 EDITION, AND ALL
<br />ACCOMPANYIN6 SUPPLEMENTS.
<br />
<br />FLORIDA aJILDIN6 CODE (FBC.) , 2001 EDITION
<br />
<br />"MANUAL OF STEEL CONSTRlX-TION, ALLO~BLE SffiESS DESI6N", BY THE AMERICAN
<br />INSTITlJTE OF STEEL CONSTRUGTION, (AISC) <1TH EDITION.
<br />
<br />3.2.
<br />
<br />3.3.
<br />
<br />"DESI6N SPECIFICATION FOR L16HT METAL PLATE CONNECTED HOOD TRUSSES" BY THE
<br />TRUSS PLATE INSTITlJTE (TPI) 1<1'15 EDITION.
<br />
<br />1.2, DESIGN:
<br />
<br />1.2. I.
<br />
<br />1.2.2.
<br />
<br />1.2.3.
<br />1.2.4.
<br />
<br />I. 2.5.
<br />
<br />1.2. o.
<br />
<br />ACI 318-02 !3UILDIN6 CODE REQUIREMENTS FOR STRUCTlJRAL CONCRETE
<br />ACI 530/ASCE 5/TMS 402-<1<1 ! ACI 530, IIASCE O/TMS 002-<1<1
<br />SPECIFICATIONS FOR MASONRY STRUCTlJRES.
<br />ASTM C210-<12, C410-<1I, AND C<10-<10 SPECIFICATIONS FOR MASONRY STRlXTlJRES
<br />NATIONAL DESI6N SPECIFICATIONS (NDS) FOR HOOD CONSTRUCTION, 2001 EDITION, AND ALL
<br />ACCOMPANYIN6 SUPPLEMENTS.
<br />PL YHOOD DESI6N SPECIFICATIONS (APA)
<br />FLORIDA aJILDIN6 CODE (FBC), 2001 EDITION
<br />
<br />3.4.
<br />
<br />LOAD FACTOR DESIGN:
<br />
<br />4.4.
<br />
<br />3. I. I. THE LOAD FACTOR DESI6N METHOD ~S USED TO DESI6N .
<br />CAST -IN-PLACE CONCRETE SLABS AND FOOTIN6S
<br />
<br />SERVICE LOAD DESIGN:
<br />
<br />3.2. I.
<br />
<br />THE SERVICE LOAD DES/6N METHOD ~S USED TO DESI6N .
<br />MASONRY ~LLS AND LINTELS
<br />INTERIOR AND EXTERIOR HOOD FRAMIN6 AND SHEATHIN6
<br />STAIRS AND FLOOR FRAMIN6
<br />ROOF FRAMIN6, SHEATHIN6 AND UPLIFT
<br />
<br />LOAD COMBINATIONS FOR LFRD DESIGNS:
<br />
<br />3.3. I.
<br />
<br />3.3.2.
<br />
<br />THE FOLLOWIN6 LOAD COMBINATIONS HERE DESI6NED FOR.
<br />TOTAL DL + FLOOR LL + ROOF LL
<br />TOTAL DL + FLOOR LL + HL
<br />TOTAL DL + HL
<br />
<br />ALL ROOF AND FLOOR TRUSSES SHALL BE DESI6NED TO RESIST THE Y\IORST LOAD
<br />COMBINATION RESULTIN6 IN THE MAXIMUM SffiESSES PLACED ON THAT COMPONENT.
<br />BOTH PARTIAL, ruLL, AND AL TERNATIN6 SPAN LOADIN6 ARE TO BE CONSIDERED.
<br />
<br />DESIGN ASSUMPTIONS :
<br />
<br />3.4. I.
<br />
<br />ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND ~LLS UNLESS
<br />SHOWN OTHERHISE IN THE DESI6N PLANS.
<br />
<br />4. MATERIALS
<br />
<br />4.5.
<br />
<br />1.3. SHOP DRAHINGS :
<br />
<br />4. I. REINFORCING STEEL:
<br />
<br />1.3. I.
<br />
<br />1.3.2.
<br />
<br />1.3.3.
<br />
<br />THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESI6N PLANS BY OTHERS
<br />DURIN6 THE PREPARATION OF SHOP DRA.0lIN6S HITHOUT WRITTEN APPROVAL FROM
<br />THE EN61NEER OF RECORD.
<br />
<br />ALL SHOP DRAHIN6S ARE TO BE SUBMITTED TO THE EN61NEER OF RECORD FRIOR TO
<br />THE COMMENCEMENT OF CONSTRUCTION.
<br />
<br />ALL ROOF AND FLOOR TRUSS SHOP DRAHIN6S ARE TO BE SI6NED AND SEALED BY A
<br />FLA. RE6. PE. AND SHALL INGLUDE : DRA.0lIN6S AND CALCULATIONS, REACTIONS AND
<br />BEARIN6 POINTS, BRAGIN6 REQUIREMENTS, AND CONNEGTIONS TO
<br />SUPPORTIN6 TRIJSS MEMBERS.
<br />
<br />2. DESIGN LOADS
<br />
<br />2. I. DEAD LOADS:
<br />
<br />2.2.
<br />
<br />2.3.
<br />
<br />>
<br />:c
<br />
<br />2.4.
<br />
<br />..,.
<br />lOt
<br />D
<br />='-'
<br />
<br />l')
<br />='-'
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<br />
<br />....
<br />....
<br />
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<br />
<br />CI
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<br />
<br />C
<br />(;)
<br />::11
<br />
<br />2.5.
<br />
<br />Ul
<br />..
<br />a
<br />
<br />....
<br />z:
<br />:n
<br />-
<br />>-
<br />..J
<br />
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<br />I
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<br />..J
<br />~
<br />z:
<br />:n
<br /><<1
<br />:L
<br />;f
<br />
<br />-
<br />~
<br />io!:
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<br />.u
<br />..J
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<br />....
<br />$I
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<br />='-'
<br />:::::l
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<br />
<br />2. I. I.
<br />2. 1.2.
<br />2. 1.3.
<br />2. 1.4.
<br />2. 1.5.
<br />2. I. o.
<br />2. 1.1.
<br />2. 1.8.
<br />
<br />2. I. <1.
<br />
<br />2. 1.10.
<br />
<br />UNIT WEI6HT OF SOIL, GOMPAGTED .
<br />UNIT WEI6HT OF REINFORCED CONGRETE .
<br />UNIT WEI6HT OF 8" C.M,U. BLOCK.
<br />1ST FLOOR SUPERIMPOSED LOAD.
<br />UNIT WEI6HT OF 2x4 PARTITION ~LLS .
<br />UNIT WEI6HT OF 2xo BEARIN6 ~LLS :
<br />BALCONIES! DECKS.
<br />TILE ROOF
<br />TOP CHORD .
<br />BOTTOM CHORD .
<br />SHIN6LE ROOF
<br />TOP CHORD .
<br />BOTTOM CHORD .
<br />FLOOR TRUSSES
<br />
<br />120 PCF
<br />150 PCF
<br />40 PSF
<br />20 PSF
<br />II PSF
<br />12 PSF
<br />15 PSF
<br />
<br />4.2.
<br />
<br />15 PSF
<br />10 PSF
<br />
<br />1 PSF
<br />10 PSF
<br />15
<br />
<br />LIVE LOADS :
<br />
<br />2.2. I.
<br />2.2.2.
<br />2.2.3.
<br />2.2.4.
<br />2.2.5.
<br />2.2. o.
<br />2.2.1.
<br />2.2.8.
<br />
<br />2. 2. <1.
<br />
<br />SIDE~LK AND DRIVE~Y LOAD.
<br />6ARA6E LOADS.
<br />CORRIDORS AND BATHROOMS .
<br />PARTITIONED ROOMS.
<br />BALCONY AND DECKS :
<br />STAIRWAYS AND LANDIN6S .
<br />ROOF.
<br />FLOOR TRUSS
<br />TOP CHORD MINIMUM.
<br />
<br />ROOF TRIJSS
<br />TOP CHORD MINIMUM.
<br />
<br />200 PSF
<br />50 PSF
<br />80 PSF
<br />40 PSF
<br />40 PSF
<br />40 PSF
<br />20 PSF
<br />
<br />40 PSF
<br />
<br />20 PSF
<br />
<br />RAILING LOADS:
<br />
<br />2.3. I.
<br />
<br />2.3.2.
<br />
<br />2.3.3.
<br />
<br />2.3.4.
<br />
<br />ALL RAILlN6 AND 6UARD RAIL SYSTEM'S ARE TO BE DESI6NED TO HITHSTAND A
<br />CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
<br />DIREGTION ON THE RAILlN6.
<br />
<br />ALL RAILlN6 AND 6UARD RAIL SYSTEM'S ARE TO BE DESI6NED TO WITHSTAND A
<br />HORIZONTAL LOAD OF 50 PLF ON THE 6UARDRAIL AND A SIMULTANEOUS LOAD
<br />OF 100 PLF APPLIED VERTICALLY DOHNHARD AT THE TOP OF THE 6UARDRAIL
<br />
<br />6UARDRAIL SYSTEM SHALL BE DESI6NED TO HITHSTAND 2001b GONGENTRATED
<br />HORIZONTAL LOAD APPLIED ON I SQ. FT. AT ANY POINT IN THE SYSTEM.
<br />
<br />2.3.1.,2.3.2 ! 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMUL TANEOUSL Y, BUT EACH
<br />
<br />4.3.
<br />
<br />SHALL BE APPLIED TO PRODUGE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
<br />
<br />HIND LOADS:
<br />
<br />2.4. I.
<br />
<br />2.4.2.
<br />
<br />HIND DESI6N TO BE CONDUCTED IN ACGORDANGE HITH SECT. 1000 OF THE
<br />FBC, 2001 EDITION, AND CONDUCTED BASED ON A 120 MPH, 3 SECOND 6UST,
<br />EXPOSURE "B", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED aJILDIN6.
<br />
<br />NET UPLIFT DEAD LOADS - 10 PSF SHIN6LE, 15 PSF TILE
<br />
<br />DEFLECTIONS :
<br />
<br />2. o. I.
<br />
<br />FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 11300 TIMES THE SPAN FOR LIVE LOADS
<br />AND 1/240 TIMES THE SPAN FOR TOTAL LOAD.
<br />
<br />4. I. I.
<br />
<br />4. 1.2.
<br />4. 1.3.
<br />
<br />4. 1.4.
<br />
<br />4. 1.5.
<br />
<br />4. I. o.
<br />
<br />4.1.1.
<br />
<br />4. 1.8.
<br />
<br />REINFORCIN6 STEEL SHALL BE ASTM AoI5-<14 6RADE 40, f'~ = 40 Ksl
<br />
<br />LAP SPLICE SHALL BE AS FOLLOWS: 1;5 BAR 25", #4 BAR 20", lt3 BAR 15".
<br />
<br />ALL DIMENSIONS PERTAININ6 TO THE LOCATION OF REINFORCIN6 ARE TO THE
<br />CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOy..jN TO THE
<br />FACE OF THE CONGRETE.
<br />
<br />REINFORCIN6 DETAIL DIMENSIONS ARE OUT TO OJT OF BARS.
<br />
<br />REINFORCIN6 MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REOUIRED
<br />YIELD STREN6TH OF THE BAR AND ARE TO BE APPROVED BY THE EN61NEER OF
<br />RECORD.
<br />
<br />DESI6N COVER REQUIREMENTS.
<br />C-I-P CONGRETE FORMED A6AINST EARTH.
<br />C-I-P CONGRETE EXPOSED TO EXTERIOR:
<br />C-I-P CONCRETE NOT EXPOSED.
<br />GROUT FILLED MASONRY.
<br />PRE SffiESSED CONGRETE LINTELS (ADD. REBAR IN) :
<br />PRE CAST 6ROUT FILLED LINTELS (ADD. REBAR IN) :
<br />WELDED HIRE FABRIC (HHF). ASTM AI85-<10a.
<br />
<br />3"
<br />2"
<br />I 1/2"
<br />3/4"
<br />I 1/2"
<br />I 1/2"
<br />
<br />CONCRETE:
<br />
<br />DETAIL REINFORCEMENT IN AGG.oRDANGE HITH AGI 315-LATEST EDITION.
<br />
<br />4.2. I.
<br />
<br />4.2.2.
<br />
<br />4.2.3.
<br />
<br />4.2.4.
<br />
<br />4.2.5.
<br />
<br />4.2. o.
<br />
<br />4.2.1.
<br />
<br />CONGRETE TYPE
<br />
<br />MODULES OF
<br />MIN. 28 DAY ELASTICITY
<br />DESI6N (f'c) DESI6N (E)
<br />
<br />4.6.
<br />
<br />C+P CONGRETE (NORMAL WEI6HT)
<br />
<br />2,500 Psi
<br />
<br />2,850 KsI
<br />
<br />C-I-P 6ROJT
<br />
<br />2,850 KsI
<br />3,122 KsI
<br />
<br />2,500 Psi
<br />
<br />PRE CAST CONGRETE LINTELS
<br />PRE STRESSED CONCRETE LINTELS
<br />
<br />3,000 PsI
<br />5,000 Psi
<br />
<br />4,030 KsI
<br />
<br />CONGRETE SHALL CONSIST OF I" MAXIMUM A66RE6ATE CONGRETE MIX HITH SLUMP
<br />BETWEEN 0' AND 1" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
<br />CRITERIA.
<br />
<br />4.1.
<br />
<br />6ROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM A66RE6ATE) CONGRETE MIX
<br />HITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLAGEMENT. SEE SPECIFICATIONS FOR
<br />ADDITIONAL CRITERIA.
<br />
<br />CONSTRUCTION JOINTS HILL BE PERMITTED
<br />
<br />METHOD OF CONCRETE FORMIN6, PLACEMENT AND CURIN6 SHALL BE CONDUGTED IN
<br />AGCORDANCE WITH THE SPEGIFICATIONS AS STATED.
<br />
<br />EARTH SUPPORTED SLABS (EXCLUDIN6 EXTERIOR ~LKHAYS ! DRIVE~YS) .
<br />3 1/2" MIN. THICKNESS W MIN. REINFORCEMENT OF 0.0 x 0.0 W 1.4 x 1.4 HHF @
<br />MID-DEPTH OF SLAB. FIBER MESH MAY BE USED ILO. HHF @ CONTRAGTORS DISCRETION.
<br />
<br />CONGRETE PLAGEMENT PRAGTICES ?HALL BE IN ACGORDANGE WALL
<br />AGI- MGP 1'1<1<1 STANDARDS.
<br />
<br />CONCRETE MASONRY :
<br />
<br />4.3. I.
<br />
<br />4.3.2.
<br />
<br />4.3.3.
<br />
<br />4.3.4.
<br />
<br />4.3.5.
<br />
<br />4.3. o.
<br />
<br />4.3.1.
<br />
<br />FILLED CELLS W (I) 1;5 BAR SHALL BE LOCATED @ 8'-0" O,C. MAX, @ BOTH SIDES
<br />OF OPENIN6S 0'-0" HIDE OR MORE, @ THE HI6H SIDE OF ALL MASONRY ~LL
<br />STEPS, ! @ ALL CHAN6ES IN DIRECTION OF THE MASONRY ~LLS.
<br />
<br />LOAD BEARIN6 CONCRETE MASONRY BLOCK SHALL BE ASTM C<10-<10, TYPE II
<br />NON-MOISTlJRE CONTROLLED.
<br />
<br />ALL CELLS ~ CAVITIES BELOH 6RADE HILL BE FILLED HI CONCRETE IN ALL
<br />STEM ~LLS.
<br />
<br />THE A66RE6ATE SffiEN6TH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI
<br />MINIMUM.
<br />
<br />METHOD OF CONCRETE MASONRY PLAGEMENT AND CONSTRUCTION SHALL BE
<br />CONDUGTED IN AGGORDANCE HITH THE SPECIFICATIONS AS STATED.
<br />
<br />MORTAR SHALL BE TYPE "S" FOR ALL MASONRY CONSTRUCTION.
<br />
<br />LINTELS SUPPLIED BY APPROVED MANUFACTlJRER.
<br />I) FECP/CAST-GRETE CORPORATION
<br />2) POWER CONGRETE
<br />3) ALLIED PRECAST
<br />4) LOTT
<br />5) MARION MASONRY
<br />0) WIEK~
<br />
<br />S TRUC TURAL LUMBER :
<br />
<br />4.8.
<br />
<br />SOIL:
<br />
<br />4.4.1.1.
<br />
<br />INTERIOR LOAD BEARIN6 HALLS S.P.F., fb = 015 PSI, E = 1200 KsI
<br />ALL EXTERIOR FRAMIN6 S.P.F., fb = 015 PSI, E = 1200 KSI
<br />4.4. 1.2. ALL FRAME ~LLS TO BE CONSTRlX-TED USIN6 S.P.F. ,
<br />STlJD QUALITY OR BETTER
<br />
<br />4.8. I.
<br />4.8.2.
<br />
<br />MINIMUM SOIL BEARINe PRESSURE CAPACITY OF 2000 PSF.
<br />
<br />ALL SOIL IS TO BE CLEAN! POISONED FOR TERMITES PER FBC 2001 SEGTIONS
<br />104.2.0, 104.2.1, 1403.1.0, 1503.4.4, 1810, 1<110.1.5, 2303.1.4, ! 2304.
<br />
<br />TERMITE PROTECTION -
<br />PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT
<br />
<br />4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS
<br />SHALL BE AP A RATED SHEA THI N6 EXP I UN.O.
<br />
<br />4.4.3. ALL PLYY\IOOD IJSED FOR INTERIOR APPLICATIONS SlXH AS SUB FLOORIN6 AND
<br />SHEAR HALLS SHALL BE APA RATED SHEATHIN6 EXP I U.N.o.
<br />
<br />4. 4. 4. IF OSB BOARD IS TO BE USED IN PLAGE OF PL YHOOD is TO HAVE SIMILAR OR
<br />eREATER SEGTION PROPERTIES.
<br />
<br />4.4. 5. ONLY STRUGTlJRAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. Y\IOOD IN
<br />CONTAGT HITH CONGRETE IS TO RECEIVE A STANDARD cSRADE PRESSURE TREATIN6.
<br />
<br />4.4. o. WHEN PRE EN61NEERED TRIJSSES ARE CALLED FOR ON THE PLANS THE
<br />MANUFAGTlJRER IS TO SUBMIT SHOP DRA.0lIN6S TO THE EN61NEER OF REGORD.
<br />
<br />4.4.1. DESI6N, FABRICATE AND ERECT HOOD TRUSSES IN ACGORDANCE HITH THE "DESI6N
<br />SPECIFICATION FOR L16HT METAL PLATE CONNECTED HOOD TRUSSES" BY THE
<br />ANSIITPI H<1<15, HIB-<11 AND QST-88.
<br />
<br />4.4.8. UNTREATED WOOD SHALL NOT BE IN DIREGT CONTAGT WITH CONGRETE. SEAT PLATES
<br />SHALL BE PROVIDED AT BEARIN6 LOGATIONS WITHOUT HOODEN TOP PLATES.
<br />
<br />4. 4. <1. ALL EXTERIOR FRAME ~LLS SHALL HAVE 1/8" ST1JC.GO FINISH PER ASTM C. <120.
<br />APPL Y 3 LAYERS HI THICKNESS OF 1/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK.
<br />EACH, AND 3RD LAYER 1/8" THICK.
<br />
<br />o Soil ChemIcal Barrier Method
<br />o Other treatment - Must speclf~ proposed method ond svbmlt documentation, Nhlch
<br />substantiates the proposed method, Is an approved termite protection s~stem or method.
<br />IF CHEMICAL SOIL TERMITE TREATMENT IS USED
<br />
<br />I.
<br />
<br />FBC 104.2.0 - "A permanent sign Nhlch identifies the termite treatment prOvIder
<br />and need for re-Inspectlon ond treatment contract reneNal shall be provIded.
<br />11Ie sIgn shall be posted near the Noter heater or electric panel"
<br />
<br />FBC 1503.4.4 - Condensate ond roof dONnspouts shall discharge at least
<br />1'-0" oNa~ from the buildIng sIde Nalls.
<br />
<br />FBC 1503.4.4 - Irrlgatlon/sprlnkler systems Including all risers and
<br />spra'j heads shall not be Installed Nlthln 1'-0" of the building sIde Noll.
<br />
<br />FBC 1403.1.0 - To provide for Inspec.tlon for termite Infestation, betNeen
<br />Noll coverIng ond trnal earth grade shall not be less than 0 inc.hes.
<br />Exception: Paint or decorative cementltlous finish less than 5/8"
<br />thick adhered dlrectl~ to the foundatIon Nail.
<br />
<br />FBC 1810.1.1 - Inltlal treatment shall be done after all excavation
<br />and backfill Is complete.
<br />
<br />FBC 1810./.2 - Soil disturbed after the In Itra I treatment shall be retreated
<br />Including spaces boxp-d or formed.
<br />
<br />FBC 1810.1.3 - Boxed areas In conc.rete floors for subsequent Installation of traps,
<br />etc., shall be made Nith permanent metal or plastiC forms. Permanent forms must be
<br />of a size and depth that NIII eliminate the disturbance of soil after the Initial treatment.
<br />
<br />FBC 1810.1.4 - Minimum 0 mil vapor retarder must be Installed to protect against
<br />rainfall dilutIon. If rainfall occurs before vapor retarder placement,
<br />retreatment 15 requIred.
<br />
<br />FBC 18/0.1.5 - Conc.rete overpour and mortar along the foundatIon perimeter
<br />must be removed before exterior soli treatment.
<br />
<br />2.
<br />
<br />3.
<br />
<br />4.
<br />
<br />5.
<br />
<br />o.
<br />
<br />1.
<br />
<br />FASTENERS AND TIE DOHNS :
<br />
<br />8.
<br />
<br />4. 5. I.
<br />
<br />FASTENERS AND TIE DOWNS SHALL CONSiST OF BUT ARE NOT LIMITED TO .
<br />
<br /><1.
<br />
<br />SHAPES, AN6LES, CHANNELS . ASTM A30-30M '14 Fy = 30 Ksl
<br />ROUND METAL PIPE . ASTM A53-<14, 6RADE B Fy = 35 Ksl
<br />SQUARE METAL TlJBIN6 : ASTM A500-<14, 6RADE B F~ = 4bKsI
<br />HI6H STREN6TH BOLTS. ASTM A325-<14
<br />MAGHINE BOLTS. 6ALVANIZED ASTM A307-'14
<br />
<br />10. FBC 1810.1.0 - Soil treatment must be applied under all exterior conc.rete
<br />or grade Nithln 1'-0" of the structure sldeNalls.
<br />
<br />II. FBC 1810.1.0 - An exterior vertical c.hemlcal barrIer must be Installed after
<br />construction is complete, Including landscaping and Irrigation. An'j soil disturbed
<br />after the vertical barrier is applied, sholl be retreated,
<br />
<br />12. FBC 1810.1.1 - All buildings are required to have pre-construction treatment.
<br />
<br />13. FBC 1810.1.1 - A certifIcate of compliance mvst be Issued to the building department
<br />I::>\.j a licensed pest control compan~ before a certlflcote of oc.cupanc~ Hili be ISS\Jed.
<br />The certifIcate of compliance shall state. "11Ie building has receIved a complete
<br />treatment for the prevention of subterroneon termites. 11Ie treatment IS In
<br />accordance Nlth the rules and laNS of the Florida Department of Agriculture
<br />and Consumer Services".
<br />
<br />14. FBC 2303.1.3 - After all Nork Is completed, loose Nood and fill must be removed
<br />from beloN and Hithln 1'-0" of the building. 11IIs Includes all grade stakes,
<br />tub trop boxes, forms, shorIng or other cellulose contaInIng material.
<br />
<br />15. FBC 2303.1.4 - No Nood, vegetation, stumps, cardboard, trash, etc.,
<br />shall be burled Nlthln 15'-0" of an~ building or proposed building.
<br />
<br />4.5.2.
<br />
<br />SHEET METAL AGCESSORIES SHALL CONFORM TO , F1.j = 33KsIHITH 6<10
<br />6ALVANIZED COATIN6 IN ACGORDANGE HITH ASTM A525-81.
<br />
<br />4.5.3.
<br />
<br />NAILS SHALL CONSIST OF . COMMON HIRE NAILS WITH MINIMUM DIAMETER AS
<br />FOLLOWS. 8d = 0.113", 10d = 0.128", 12d = 0.128", lod = 0.135".
<br />
<br />ALL FASTENERS AND TIE DOWNS EMBEDDED IN GONCRETE OR USED IN AN EXTERIOR
<br />APPLICATION ARE TO RECEIVE AN ANTI-c.ORROSIVE COATIN6 BY MANUf'ACTlJRER
<br />PRIOR TO INSTALLATION.
<br />
<br />ALL FASTENERS AND TIE DOy..jNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
<br />FOR IN THE PLANS ARE A MINIMUM.
<br />
<br />4.5.4.
<br />
<br />4.5.5.
<br />
<br />4.5. o.
<br />
<br />ALL FASTENER TIE DOWNS, BEAM HAN6ERS, JOIST HAN6ERS, AND FLOOR TRUSS
<br />STRAPPIN6 ARE TO BE INSTALLED IN ACGORDANGE HITH THE PLANS AND
<br />SPECIFICATIONS.
<br />
<br />4.5.1.
<br />
<br />GONGRETE EMBEDDED 'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO
<br />INITIAL SET OF THE CONGRETE, SPAGIN6 AND ALI6NMENT ARE TO BE IN AGGORDANCE
<br />WITH THE DESI6N PLANS, UN.o. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS.
<br />
<br />CONGRETE EMBEDDED TIE DOWNS USED FOR TRIJSS AND ~LL UPLIFT ARE TO BE
<br />PLACED AROJND EMBEDDED REINFORCIN6 PRIOR TO PLAGIN6 &ROUT.
<br />
<br />SOIL IS TO BE COMPAGTED TO <15% MODIFIED PROGTOR AS DEFINED BY
<br />ASTM D 1551-'11
<br />
<br />4.8.3.
<br />
<br />4.5.8.
<br />
<br />MICRO-LAM LUMBER:
<br />
<br />4. o. I.
<br />
<br />MICRO-LAM SffiESS 6RADES SHALL PROVIDE THE FOLLOHIN6 MINIMUM PROPERTIES.
<br />E = 2,000,000 PSI
<br />Fb = 2,'150 PSI
<br />Ft = 1,850 PSI
<br />Fc = 500 PSI (PERPENDICULAR)
<br />Fc = 2,100 (PARALLEL)
<br />Fv = 285 PSI
<br />
<br />A5 OF DECEMBER 315T, 2e;e:>3, C~ROMATeD COPPER ARSENATE (CCA-C)
<br />WILL NO LONGER BE FRODUCED FOR RE51DENTIAL OR GENERAL
<br />CONSUMER USE. 5EVERAL NEW PRE5SURE TREATED l1X:)OD ALTERNATIVES
<br />~AVE BEEN CREATED TO REPLACE CCA-C. MANY OF T~E NEW PRE5SURE
<br />TREATED l1X:)OD5 U5E C~EMICAL5 T~AT ARE CORR051VE TO 5TEEL. IT 15
<br />T~E CONTRACTOR'5 RE5PONSI61LITY TO VERIFY T~E TYPE OF l1X:)OD
<br />TREATMENT AND TO 5ELECT AFPROPRIATE CONNECTOR5 T~AT RE515T
<br />CORR0510N. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE
<br />~OT-DIPPED GALvANIZED OR STAINLES5 5TEEL FA5TENERS. DOT SODIUM
<br />BORATE (SBX) DOE5 NOT.
<br />
<br />ATTENTION: C~EMICAL C~ANGE6 IN FRE66URE TREATED WOOD6
<br />
<br />STEEL:
<br />
<br />4.1. I.
<br />
<br />INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENGED, QUALIFIED
<br />STEEL EREG TOR.
<br />
<br />FABRICATE AND EREGT ALL STRlX-TlJRAL STEEL IN AGCORDANGE HITH A.15.C.
<br />"SPEGIFIGATION FOR THE DESI6N, FABRICATION, AND EREGTION OF STRUCTlJRAL
<br />STEEL FOR aJILDIN6S".
<br />
<br />STRlJCTlJRAL STEEL. ASTM A30-30M <14.
<br />
<br />STEEL T1JBIN6. ASTM A500-<14, GRADE B.
<br />
<br />WELDED CONNEGTIONS. ElOXX ELEGTRODES, MINIMUM SIZE FILLET HELDS 3/10", AWS
<br />CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
<br />
<br />WHERE STEEL BEAMS ARE GONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER
<br />PLATES ON EAGH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLAN6E
<br />THICKNESS, LOCATED AT THE CENTER LINE OF THE TlJBE COLUMN.
<br />
<br />THE STEEL FRAME IS "NON-SELF SUPPORTIN6". ADEQUATE TEMPORARY SUPPORT
<br />SHALL BE PROVIDED BY THE GONTRAGTOR UNTIL REQUIRED CONNECTIONS OR
<br />ELEMENTS ARE IN PLAGE.
<br />
<br />4.1.2.
<br />
<br />4.1.3.
<br />
<br />4.1.4.
<br />4.1.5.
<br />
<br />4.1. o.
<br />
<br />4.1.1.
<br />
<br />
<br />SAMUEL A. GREENBERG, FE. 134245
<br />o T~UY ~. ~UYNH FE. 'Ge>122
<br />o IRWIN J. BENSON, FE. -4~158
<br />DALI ABBA5 ~AKIM, FE. 4ISb18b
<br />
<br />TO THE eeeT a: THE ~INEER'e KNo.L.lEDGE AND eELlEF, THE
<br />eTRJeTURAL. FL..ANe AND eF1:CIFICATI~e CGt1F1.. Y WIn-4 THE
<br />FLORIDA elIlLDING CODE, ~CTI~ 16'* FOR 12" MF1-I 3 ~ca-ID
<br />GOeT, ~ 'eo WIND zoos (2001 EDITICW.
<br />THle DRAWING AND DEelGN Ie vALID FOR 12 ~THe AFTl:R THE
<br />DATE IT Ie elGNED AND ~ALED.
<br />elUNED AND eeALED FOR THE eTRJeTU~ FORTra-l a= THle
<br />DAAJ,JING a-lL Y.
<br />
<br />ill REVISED 08-15-03
<br />& CREATED 01-02-02
<br />
<br />D E DAN5CO
<br />
<br />ENGINEERING, P A
<br />
<br />PD. 150>< ~ - APOLLO eeAQ.I - PLOfItIDA · "'12
<br />~ · (815) .. IJI66 PA>< · (eIJ) .. 16M
<br />... ~..__ 1'(\ T11ESE DRA'MNGS AND DESIGNS ARE T11E JOINT PROPERfY OF DANSCO ENGINEERING, P,A. AND T11E
<br />&IiiiiiI' '"ftiiII'., ~CUENT ON 1111S PROJECT. ANY REPROOUC1l0N OR UNAU1110RlZED USE IS PROHIBITED. - 2003
<br />
<br />3
<br />
<br />120
<br />SEC.
<br />
<br />MPH
<br />GUST
<br />
<br />
<br />LENNAR ~6
<br />
<br />
<br />TAMl-A DM6IGlN
<br />
<br />B.V.
<br />N:/BLOCKS/STD 2001
<br />
<br />6TfiWCTURAL NOTE6 6I-tEET
<br />
<br />DE JOB NO. PM - 5021 eNJ
<br />
|