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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. 1.2,
<br />
<br />I. 1.3.
<br />
<br />I. 1.4.
<br />
<br />I. 1.5.
<br />
<br />i. 1.6.
<br />
<br />I. 1.1,
<br />
<br />3. I.
<br />
<br />ACI 318-02 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
<br />ACI 530/ASCE 5/TMS 402-C;C; ~ ACI 530, I/ASCE 6/TMS 602-C;C;
<br />SPECIFICATIONS FOR MASONRY STRUCllJRES,
<br />ASTM CZIO-C;2, C416-C;I, AND CC;O-C;O SPECIFICATIONS FOR MASONRY STRIXllJRES
<br />NATIONAL DESI6N SPECIFICATIONS (NDS) FOR HOOD CONSTRUCTION, 2001 EDITION, AND ALL
<br />ACCOMPANYING SUPPLEMENTS.
<br />
<br />3.2.
<br />
<br />FLORIDA BUILDING CODE (FBC) , 2001 EDITION
<br />
<br />"MANUAL OF STEEL CONSTRUCTION, ALLOHABLE STRESS DESI6N", BY THE AMERICAN
<br />INSTlllJTE OF STEEL CONSTRUCTION, (AISC) C;TH EDITION.
<br />
<br />3.3.
<br />
<br />"DESIGN SPECIFICATION FOR Ll6HT METAL PLATE CONNECTED HOOD TRUSSES" BY THE
<br />TRUSS PLATE INSTlllJTE (TPI) 1C;C;5 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 />1.2.5.
<br />
<br />1,2.6.
<br />
<br />ACI 318-02 BUILDING CODE REQUIREMENTS FOR STRUCllJRAL CONCRETE
<br />ACI 530/ASCE 5/TMS 402-C;C; ~ ACI 530, I/ASCE 6/TMS 602-C;C;
<br />SPECIFICATIONS FOR MASONRY STRUCllJRES,
<br />ASTM C210-C;2, C416-C;I, AND CC;O-C;O SPECIFICATIONS FOR MASONRY STRUCllJRES
<br />NATIONAL DESI6N SPECIFICATIONS (NDS) FOR HOOD CONSTRUCTION, 2001 EDITION, AND ALL
<br />ACCOMPANYING SUPPLEMENTS.
<br />
<br />3,4.
<br />
<br />PL YHOOD DESIGN SPECIFiCATiONS (APA)
<br />FLORIDA BUILDING CODE (FBC), 2001 EDITION
<br />
<br />LOAD FACTOR DESIGN:
<br />
<br />3. I. I.
<br />
<br />4.4.
<br />
<br />THE LOAD FACTOR DESI6N METHOD HAS USED TO DESI6N :
<br />CAST-IN-PLACE CONCRETE SLABS AND FOOTINGS
<br />
<br />SERVICE LOAD DESIGN:
<br />
<br />3.2. I.
<br />
<br />THE SERVICE LOAD DESI6N METHOD HAS USED TO DESIGN:
<br />MASONRY HALLS AND LINTELS
<br />INTERIOR AND EXTERIOR HOOD FRAMING AND SHEATHING
<br />STAIRS AND FLOOR FRAMiNG
<br />ROOF FRAMIN6, SHEATHING AND UPLIFT
<br />
<br />LOAD COMBINATIONS FOR LFRD DESIGNS:
<br />
<br />3.3, I.
<br />
<br />3.3,2.
<br />
<br />THE FOLLOHING LOAD COMBINATIONS HERE DESI6NED FOR:
<br />TOTAL DL + FLOOR LL + ROOF LL
<br />TOT AL DL + FLOOR LL + HL
<br />TOTAL DL + HL
<br />
<br />ALL ROOF AND FLOOR TRUSSES St1ALL BE DESI6NED TO RESIST THE HORST LOAD
<br />COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
<br />OOTH PARTIAL, FULL, AND ALTERNATING 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 HALLS UNLESS
<br />SHOHN OTHERHISE IN THE DESI6N PLANS.
<br />
<br />4, MATERIALS
<br />
<br />4.5.
<br />
<br />1.3. SHOP DRAHINGS :
<br />
<br />4. I.
<br />
<br />1.3. I.
<br />
<br />1.3,2,
<br />
<br />1.3.3.
<br />
<br />THERE St1ALL NOT BE ANY DEVIATIONS FROM THESE DESI6N PLANS BY OTHERS
<br />DURING THE PREPARATION OF St10P DRAHINGS HITHOVT HRITIEN APPROVAL FROM
<br />THE ENGINEER OF RECORD,
<br />
<br />ALL SHOP DRAHINGS ARE TO BE SUBMITIED TO THE ENGINEER OF RECORD PRIOR TO
<br />THE COMMENCEMENT OF CONSTRUCTION.
<br />
<br />ALL ROOF AND FLOOR TRUSS St10P DRAHINGS ARE TO BE SI6NED AND SEALED BY A
<br />FLA. RE6. PE. AND SHALL INCLUDE: DRAHINGS AND CALCULATIONS, REACTIONS AND
<br />BEARING POINTS, BRACIN6 REQUiREMENTS, AND CONNECTIONS TO
<br />SUPPORTING TRUSS MEMBERS,
<br />
<br />2. DESIGN LOADS
<br />
<br />2. I.
<br />
<br />2.2.
<br />
<br />2.3.
<br />
<br />>
<br />:c
<br />
<br />2.4.
<br />
<br />...
<br />:a
<br />::D
<br />::\.l
<br />
<br />n
<br />::\.l
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<br />
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<br />::\.l
<br />
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<br />.1-
<br />
<br />c
<br />o
<br />:E
<br />
<br />2.5.
<br />
<br />C1I
<br />,.
<br />a
<br />
<br />....
<br />~
<br />;Q
<br />-
<br />>-
<br />...J
<br />
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<br />.1-
<br />,
<br />.u
<br />...J
<br />~
<br />z:
<br />
<br />;Q
<br /><c1
<br />:a..
<br />~
<br />
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<br />X
<br /><c
<br />z:
<br />z:
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<br />~
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<br />...
<br />so
<br />:g
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<br />
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<br />;Q
<br />:t:
<br />g
<br />...J
<br />:c
<br />-
<br />
<br />~
<br />
<br />DEAD LOADS:
<br />
<br />2. I. I,
<br />2. 1.2.
<br />2, 1.3.
<br />2. 1,4.
<br />2, 1,5.
<br />2. 1.6.
<br />2. 1.1.
<br />2. 1.8.
<br />
<br />2, I. CJ,
<br />
<br />2, I. 10,
<br />
<br />UNIT HEI6HT OF SOIL, COMPACTED:
<br />UNIT HEI6HT OF REINFORCED CONCRETE :
<br />UNIT HEI6HT OF 8" C.M.U. BLOCK:
<br />1ST FLOOR SUPERIMPOSED LOAD:
<br />UNIT HEI6HT OF 2x4 PARTITION HALLS:
<br />UNIT HEI6HT OF 2x6 BEARING HALLS:
<br />BALCON!ES ~ DECKS:
<br />TILE ROOF
<br />TOP CHORD :
<br />OOTTOM CHORD :
<br />SH I NGLE ROOF
<br />TOP CHORD :
<br />OOTTOM 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 />2.2.6.
<br />2.2.1,
<br />2,2,8.
<br />
<br />2,2, '1,
<br />
<br />SIDEHALK AND DRIVEHAY LOAD:
<br />6ARA6E LOADS:
<br />CORRIDORS AND BATHROOMS:
<br />PARTITIONED ROOMS:
<br />BALCONY AND DECKS :
<br />STAIRHAYS AND LANDINGS:
<br />ROOF:
<br />FLOOR TRUSS
<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 />ROOF TRUSS
<br />TOP CHORD MINIMUM:
<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 RAILING 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 />DIRECTION ON THE RAILING.
<br />
<br />ALL RAiliNG AND 6UARD RAIL SYSTEM'S ARE TO BE DESI6NED TO HITHSTAND A
<br />HORIZONTAL LOAD OF 50 PLF ON THE 6UARDRAIL AND A SIMULTANEOUS LOAD
<br />OF 100 PLF APPLIED VERT I CALL I' DOHNHARD AT THE TOP OF THE 6UARDRAIL
<br />
<br />6UARDRAIL SYSTEM St1ALL BE DESI6NED TO HITHSTAND 200lb CONCENTRATED
<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 SIMULTANEOUSLY, BUT EACH
<br />
<br />4.3.
<br />
<br />SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS,
<br />HIND LOADS:
<br />
<br />2,4. I.
<br />
<br />2.4.2.
<br />
<br />HIND DESI6N TO BE CONDtx:TED IN ACCORDANCE HITH SECT. 1606 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 BUILDIN6.
<br />
<br />NET UPLIFT DEAD LOADS - 10 PSF SHINGLE. 15 PSF TILE
<br />
<br />DEFLECTIONS:
<br />
<br />2.6. I.
<br />
<br />FLOOR TRUSSES SHALL LIMIT DEFLECTiON TO 1/360 TIMES THE SPAN FOR LIVE LOADS
<br />AND 1/240 TIMES THE SPAN FOR TOTAL LOAD.
<br />
<br />REINFORCING STEEL:
<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. 1.6.
<br />
<br />4. i. 1.
<br />
<br />4. 1.8.
<br />
<br />REINFORCING STEEL SHALL BE AS1l'1 AbI5-C;4 6RADE 40, f'~ = 40 Ksl
<br />
<br />LAP SPLICE St1ALL BE AS FOLLOHS: 1<5 BAR 25", 1<4 BAR 20", 1<3 BAR 15",
<br />
<br />ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE
<br />CENTERLiNE OF EACH BAR EXCEPT HHERE THE COvER DIMENSION IS St10rlN TO THE
<br />FACE OF THE CONCRETe.
<br />
<br />REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
<br />
<br />REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED
<br />YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF
<br />RECORD.
<br />
<br />DESI6N COVER REQUIREMENTS:
<br />C-I-P CONCRETE FORMED AGAINST EARTH:
<br />C-I-P CONCRETE EXPOSED TO EXTERIOR:
<br />C-I-P CONCRETE NOT EXPOSED:
<br />6ROUT FILLED MASONRY:
<br />PRE STRESSED CONCRETe LINTELS (ADD, REBAR IN) :
<br />PRE CAST 6ROUT FILLED LINTELS (ADD, REBAR IN) :
<br />HELDED HIRE FABRiC (~F): ASTM AI85-ClOa.
<br />
<br />3"
<br />2"
<br />
<br />1 1/2"
<br />3/4"
<br />I 1/2"
<br />I 1/2"
<br />
<br />CONCRETE :
<br />
<br />DETAIL REINFORCEMENT IN ACCORDANCE HITH ACI 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 />4.2.6.
<br />
<br />4,2.1.
<br />
<br />CONCRETE TYPE
<br />
<br />MODULES OF
<br />MIN. 28 DAY ELASTICITY
<br />DESI6N (f'c) DESIGN (E)
<br />
<br />4.6.
<br />
<br />C+P CONCRETE (NORMAL HEIGHT)
<br />
<br />2p50 Ksl
<br />
<br />2,500 Psi
<br />
<br />C-I-P GROUT
<br />
<br />2p50 Ksl
<br />3,122 Ks1
<br />4,030 KsI
<br />
<br />2,500 Psi
<br />
<br />PRE CAST CONCRETE liNTELS
<br />PRE STRESSED CONCRETE LINTELS
<br />
<br />3,000 Psi
<br />5.000 Psi
<br />
<br />CONCRETE St1ALL CONSIST OF I" MAXIMUM A6GRE6ATe CONCRETE MIX HITH SLUMP
<br />BElV'-EEN 6" AND T' AT TIME OF PLACEMENT, SEE SPECIFICATIONS FOR ADDITIONAL
<br />CRITERIA.
<br />
<br />4.1.
<br />
<br />GROUT St1ALL CONSIST OF PEA ROCK (3/8" MAXIMUM A6GREGATE) CONCRETE MIX
<br />HITH SLUMP BE~EN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
<br />ADDITIONAL CRITERIA.
<br />
<br />CONSTRUC TION JOINTS HILL BE PERMITTED
<br />
<br />METHOD OF CONCRETE FORMING, PLACEMENT AND CURiNG SHALL BE CONDUCTED IN
<br />ACCORDANCE HITH THE SPECIFICATIONS AS STATED.
<br />
<br />EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR HALKWAYS ~ DRIVEHAYS) :
<br />3 1/2" MIN. THICKNESS W MIN. REINFORCEMENT OF 6.0 x 6.0 W 1.4 x 1.4 HHF @
<br />MID-DEPTH OF SLAB, FIBER MESH MAY BE USED ILO. ~F @ CONTRACTORS DISCRETION,
<br />
<br />CONCRETE PLACEMENT PRACTICES St1ALL BE IN ACCORDANCE WALL
<br />ACI- MCP 1'1C;'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 />4.3.6.
<br />
<br />4,3.1.
<br />
<br />FILLED CELLS W (I) 1<5 BAR St1ALL BE LOCATED @ 8'-0" O.C. MAX, @ OOTH SIDES
<br />OF OPENINGS 6'-0" HIDE OR MORE, @ THE HIGH SIDE OF ALL MASONRY HALL
<br />STEPS, ~ @ ALL CHANGES IN DIRECTION OF THE MASONRY HALLS.
<br />
<br />LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C'10-'10, TYPE II
<br />NON-MOISllJRE CONTROLLED,
<br />
<br />ALL CELLS ~ CAVITIES BELOH GRADE HILL BE FiLLED W CONCRETe IN ALL
<br />STEM HALLS.
<br />
<br />THE A6GREGATE STRENGTH OF THE BLOCK AND MORTAR St1ALL BE F'm = 1,500 PSI
<br />MINIMUM,
<br />
<br />METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
<br />CONDllCTED IN ACCORDANCE HITH THE SPECIFICATIONS AS STATED.
<br />
<br />MORTAR St1ALL BE TYPE "S" FOR ALL MASONRY CONSTRUCTION.
<br />
<br />LINTELS SUPPLIED BY APPROVED MANUFACllJRER:
<br />I) FECP/CAST-CRETE CORPORATION
<br />2) POHER CONCRETE
<br />3) ALliED PRECAST
<br />4) LOTT
<br />5) MARiON MASONRY
<br />6) HIEKHA
<br />
<br />4.8.
<br />
<br />S TRUC TURAL LUMBER :
<br />
<br />4.4.1.1.
<br />
<br />4.4.1.2,
<br />
<br />4.4.2,
<br />
<br />4.4.3.
<br />
<br />4.4.4.
<br />
<br />4.4.5.
<br />
<br />4.4.6,
<br />
<br />4,4,1.
<br />
<br />4.4.8.
<br />
<br />4.4. '1.
<br />
<br />SOIL:
<br />
<br />INTERIOR LOAD BEARING HALLS SP.F., fb = 615 PSI, E = 1200 KsI
<br />
<br />4.8. I.
<br />4,8.2.
<br />
<br />MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF.
<br />
<br />ALL SOIL IS TO BE CLEAN ~ POISONED FOR TERMITES PER FBC 2001 SECTIONS
<br />104.2.0, 104.2.1, 1403.1.0, 1503.4.4, 1816, 1'116.1.5, 2303.1.4, ~ 2304.
<br />
<br />ALL EXTERIOR FRAMING SP.F., fb = 615 PSI, E = 1200 KsI
<br />
<br />ALL FRAME HALLS TO BE CONSTRUCTED USING S.P.F. ,
<br />SllJD QUALITY OR BETIER
<br />
<br />ALL PL YY'K)OD USED FOR EXTERIOR APPLICATIONS
<br />St1ALL BE APA RATED St1EATHING EXP I U,N.O.
<br />
<br />ALL PL YY'K)OD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND
<br />SHEAR HALLS St1ALL BE APA RATED SHEATHING EXP I U,N.o.
<br />
<br />IF OSB OOARD IS TO BE USED IN PLACE OF PL YY'K)OD IS TO HAVE SIMILAR OR
<br />GREATER SECTION PROPERTIES.
<br />
<br />ONLY STRUCllJRAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. HOOD IN
<br />CONTACT HITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
<br />
<br />HHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE
<br />MANUFACllJRER IS TO SUBMIT SHOP DRAHINGS TO THE ENGINEER OF RECORD,
<br />
<br />DESI6N, FABRICATE AND ERECT HOOD TRUSSES IN ACCORDANCE HITH THE "DESI6N
<br />SPECIFICATION FOR L16HT METAL PLATE CONNECTED HOOD TRUSSES" BY THE
<br />ANSI/TPI 1-1'1'15, HiB-'11 AND QST-88.
<br />
<br />UNTREATED HOOD SHALL NOT BE IN DIRECT CONTACT HITH CONCRETE, SEAT PLATES
<br />St1ALL BE PROVIDED AT BEARING LOCATIONS HITHOVT HOODEN TOP PLATES.
<br />
<br />ALL EXTERIOR FRAME HALLS St1ALL HAVE 1/8" S1lJCCO FINISt1 PER ASTM C. '126.
<br />APPL I' 3 LAYERS W THICKNESS OF 1/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK.
<br />EACH, AND 3RD LAYER 1/8" THICK,
<br />
<br />TERMITE PROTECTION -
<br />PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT
<br />
<br />, Soil Chemical Barrier Method
<br />, Other treatment - Mvst speclf~ proposed method and :;vbmlt docvmentotlon, Hhlch
<br />svbstantlates 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 Hhlch Identifies the termite treatment provider
<br />and need for re-Inspectlon and treatment contrad reneHal sholl be provided.
<br />The sign shall be posted neor the Hater heoter or elec.trlc. panel"
<br />
<br />FBC 1503.4.4 - Condensate and roof dOHnspovts sholl discharge at leost
<br />1'-0" ClHa~ from the bvlldlng side Halls.
<br />
<br />FBC 1503.4.4 - Irrlgotlon/sprlnKler s~stems Inclvdlng 011 risers and
<br />spra~ heads shall not be Instolled Nlthin 1'-0" of the bvllding side wall.
<br />
<br />FBC 1403.1.0 - To provide for Inspection for termite Infestotlon, between
<br />Nail covering and flnol eorth grade shall not be less than 6 inches.
<br />Exception: Point or decorative e.ementitlovs finish less than 5/8"
<br />thiCK adhered directl~ to the fovnclotion Hall.
<br />
<br />FBC 1816.1.1 - Initlol treatment shall be done after all excavation
<br />and bocKfll1 Is complete.
<br />
<br />FBC 1816.1.2 - Soil dlstvrbed after the Inltlol treatment sholl be retreated
<br />Inclvding spaces boxed or formed.
<br />
<br />FBC 1816.1,3 - Boxed areas In concrete floors for subsequent Installation of traps,
<br />etc., sholl be made Hlth permonent metal or plastic forms. Permanent forms mvst be
<br />of 0 size and depth thot NIII ellminote the dlstvrbonce of soil after the Initial treatment.
<br />
<br />FBC 1816,1.4 - Minlmvm 6 mil vapor retorder mvst be installed to proted agolnst
<br />rainfall dilution. If rainfall occvrs before vapor retorder plocement,
<br />retreatment Is reqvired.
<br />
<br />FBC 1816.1.5 - Concrete overpovr and mortor along the fovndatlon perimeter
<br />mvst be removed before exterior soil treatment.
<br />
<br />2,
<br />
<br />3.
<br />
<br />4.
<br />
<br />5.
<br />
<br />6.
<br />
<br />1.
<br />
<br />FASTENERS AND TIE DOHNS :
<br />
<br />4.5. I.
<br />
<br />4.5.2,
<br />
<br />4.5.3.
<br />
<br />4.5.4.
<br />
<br />4,5,5,
<br />
<br />4.5.6.
<br />
<br />4.5,1,
<br />
<br />4.5,8,
<br />
<br />8.
<br />
<br />FASTENERS AND TIE DOHNS SHALL CONSIST OF BUT ARE NOT LIMITED TO :
<br />
<br />C;,
<br />
<br />St1APES, ANGLES, CHANNELS: ASTM A3b-3bM CJ4 F~ = 36 Ksl
<br />ROUND METAL PIPE: AS1l'1 A53-C;4, GRADE B Fy = 35 KsI
<br />SQlJARE METAL llJBING : ASTM A500-C;4, 6RADE B F~ = 4bKsl
<br />HI6H STRENGTH OOL TS : ASTM A325-C;4
<br />MACHINE OOL TS : GAL V ANIZED ASTM A301-C;4
<br />
<br />10, FBC 1816.1.0 - Soil treatment mvst be applied vnder 011 exterior concrete
<br />or grade Hlthin I '-0" of the strvdvre sldeHolls,
<br />
<br />II. FBC 1816.1.0 - An exterior vertical chemical borrler mvst be Installed after
<br />constrvdlon Is complete, Inclvding landscaping and Irrigation. Any soil distvrbed
<br />after the vertical barrier Is applied, shall be retreated,
<br />
<br />12. FBC 1816.1.1 - All bvlldings are reqvlred to hove pre-constrvdlon treatment.
<br />
<br />13. FBC 1816.1.1 - A certificate of compllone.e mvst be Issved to the bvilding deportment
<br />~ a licensed pest control compon~ before a certificate of occ.vponc':j Hili be Is:;ved.
<br />The cutiflcote of compliance sholl state: "The bvllding has received 0 complete
<br />treotment for the prevention of subterranean termites. The treatment Is In
<br />accordance with the rvles and laHs of the Florldo Deportment of Agricvltvre
<br />and C00svmer Services",
<br />
<br />14. FBC 2303.1.3 - After 011 work Is completed, loose Nood and fill mvst be removed
<br />from beloH and Hithin 1'-0" of the bvlldlng. This Inclvdes 011 grade stoKes,
<br />tvb trap boxes, forms, shoring or other cellvlose contolning material,
<br />
<br />15. FBC 2303,1.4 - No Hood, vegetotlon, stvmps, wrdboard, trash, etc"
<br />sholl be bvrled Hithln 15'-0" of an~ bvildlng or proposed bvildlng.
<br />
<br />SHEET METAL ACCESSORIES St1ALL CONFORM TO : ~ = 33KsIHITH 6<10
<br />GALVANIZED COATiNG IN ACCORDANCE HITH ASTM A525-81.
<br />
<br />NAILS SHALL CONSIST OF : COMMON HIRE NAILS HITH MINIMUM DIAMETER AS
<br />FOLLOHS : 8d = 0.113", 10d = 0.128", 12d = 0.128", 16d = 0.135".
<br />
<br />ALL FASTENERS AND TIE DOrlNS EMBEDDED IN CONCRETe OR USED IN AN EXTERIOR
<br />APPLICATION ARE TO RECEIVE AN ANTI-CORROSIVE COATING BY MANUFACllJRER
<br />PRIOR TO INSTALLATION.
<br />
<br />ALL FASTENERS AND TIE DOrlNS ARE TO PROVIDE THE UPLIFT CAPACITT CALLED
<br />FOR IN THE PLANS ARE A MINIMUM.
<br />
<br />ALL FASTENER TIE DOHNS, BEAM HAN6ERS, JOIST HANGERS, AND FLOOR TRUSS
<br />STRAPPING ARE TO BE INSTALLED IN ACCORDANCE HITH THE PLANS AND
<br />SPECIFICATIONS.
<br />
<br />CONCRETE EMBEDDED 'J' OOL TS USED FOR UPLIFT ARE TO BE HET SET PRIOR TO
<br />INITIAL SET OF 11-!E CONCRETE, SPACINe AND ALI6NMENT ARE TO BE IN ACCORDANCE
<br />HITH THE DESIGN PLANS, U.N.O. AL TERNA TES TO "J" OOL TS ARE NOTED ON PLANS.
<br />
<br />CONCRETE EMBEDDED TIE DOHNS USED FOR TRUSS AND HALL UPLIFT ARE TO BE
<br />PLACED AROUND EMBEDDED REINFORCING PRIOR TO PLACING GROUT.
<br />
<br />4.8.3.
<br />
<br />SOIL IS TO BE COMPACTED TO Cl5% MODIFIED PROCTOR AS DEFINED BY
<br />AS1l'1 D 1551-'11
<br />
<br />MICRO-LAM LUMBER:
<br />
<br />4,6. i.
<br />
<br />STEEL:
<br />
<br />4.1. I.
<br />
<br />4,1.2.
<br />
<br />4,1.3,
<br />
<br />4.1.4.
<br />4.1.5,
<br />
<br />4,1,6.
<br />
<br />4.1,1.
<br />
<br />MICRO-LAM STRESS 6RADES St1ALL PROVIDE THE FOLLOHING MINIMUM PROPERTIES:
<br />E = 2,000,000 PSI
<br />Fb = 2,'150 PSI
<br />Ft = Ip50 PSI
<br />Fe. = 500 PSI (PERPENDICULAR)
<br />Fc = 2,100 (PARALLEL)
<br />Fv = 285 PSI
<br />
<br />ATTENTION: C~EMICAL C~ANGES IN PRESSURE TREATED WOODS
<br />
<br />AS OF DECEM6ER 31ST, 2003, C~ROMATED COFFER ARSENATE (CCA-C)
<br />WILL NO LONGER 6E FRODUCED FOR RESIDENTIAL OR GENERAL
<br />CONSUMER USE. SEVERAL NEW FRESSURE TREATED WOOD ALTERNATIVES
<br />~AVE 6EEN CREATED TO REFLACE CCA-C. MANY OF T~E NEW FRESSURE
<br />TREATED WOODS USE C~EMICALS T~AT ARE CORROSIve TO STEEL. IT IS
<br />T~E CONTRACTOR'S RESFONSI61LITY TO veRIFY T~E TYFe OF WOOD
<br />TREATMENT AND TO SELECT AFFROFRIATE CONNECTORS T~AT RESIST
<br />CORROSION. FOR EXAMFLE, ACQ-C, ACQ-D, C6A-A, OR CA-6 REQUIRE
<br />140T-DIFFED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM
<br />60RATE (S6X) DOES NOT.
<br />
<br />INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
<br />STEEL ERECTOR.
<br />
<br />FABRICATe AND ERECT ALL STRUCllJRAL STEEL IN ACCORDANCE HITH A.15.C.
<br />"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCllJRAL
<br />STEEL FOR BUILDINGS",
<br />
<br />STRUCllJRAL STEEL: ASTM A36-36M '14.
<br />
<br />STEEL 1lJBIN6: ASTM A500-C!4, 6RADE B,
<br />
<br />HELD ED CONNECTIONS: E10XX ELECTRODES, MINIMUM SIZE FILLET HELDS 3/16", AY6
<br />CERTIFIED HELDERS, CERTIFICATION PAPERS TO BE SUBMITIED UPON REQUEST,
<br />
<br />HHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE HEB STIFFENER
<br />PLATES ON EACH SIDE OF THE HEB, OF A THICKNESS EQUAL TO BEAM FLANGE
<br />THICKNESS, LOCATED AT THE CENTER LINE OF THE llJBE COLUMN,
<br />
<br />THE STEEL FRAME IS "NON-SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT
<br />SHALL BE PROVIDED BY THE CONTRACTOR UNTiL REQUIRED CONNECTIONS OR
<br />ELEMENTS ARE IN PLACE.
<br />
<br />D SAMUEL A. GREENBERG, F.E. t:3424S
<br />D n4UY ~. ~UYNH FE. 4t60122
<br />D IRWIN J. BENSON, F.E. '4~1S8
<br />DALI ABBAS ~AKIM, FE. 4IS~18~
<br />
<br />TO THE seeT a= THE ENG:lNEER'e KNOI.llEOGE ~ eELIEF, THE
<br />e~TURAl.. FLtoNe ~ $FECIFICATI~e COMFL Y WITl4 THE
<br />flORIDA elJlLDING CODE, eECTr~ 16'* FOR 12~ MFH 3 eEca-ID
<br />GUeT, ~ 'e' WIND Za--IE (2001 EDITICW.
<br />Tl4le DRAlUING t>ND DeelGN Ie vALID FOR 12 MalTHe AFTER THE
<br />DATE IT Ie elGNEP ~ eEALED.
<br />elGNED ~ eEALfD FOR THE e~TURAL PORTf~ a= THle
<br />DRAWING ~ Y.
<br />
<br />ill REVISED 08-15-03
<br />& CREA lED 01-02-02
<br />
<br />D E DAN5CO
<br />
<br />ENGINEE~INci, P A
<br />p.o. eo>< ~ - APOLLO eeACW - FLOI'ttOA - '.12
<br />.-..IGlNI! - leIS) .. eI66 flAX - l~) .. MU
<br />... ~.__ fC\ 111ESE DRA'MNGS AND DESIGNS ARE 111E JOINT PROPERTY OF DANSCO ENGINEERING, P.A. AND 111E
<br />&IiiiI.....,., '0'CUENT ON 111IS PRO"fCT. ANY REPRODUCTION OR UNAUl110RlZED USE IS PROl1IBITID. - 2003
<br />
<br />3
<br />
<br />120
<br />SEC.
<br />
<br />MPH
<br />GUST
<br />
<br />
<br />lENNAR 1-IOME6
<br />
<br />TAt'PA DM6ION
<br />
<br />BV.
<br />N:/BLOCKS/STD 2001
<br />
<br />6~TURAl NOTE6 ~ET
<br />
<br />DE JOB NO. PM - 5021 eN!
<br />
|