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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 />1.1.1.
<br />
<br />I. I. 2.
<br />
<br />I. 1.3.
<br />1.1.4.
<br />
<br />I. 1.5.
<br />
<br />I. I. o.
<br />
<br />1.1.1.
<br />
<br />3. i.
<br />
<br />ACI 3[8-02 BUILDIN6 CODE REQUIREMENTS FOR STRUCllJRAL CONCRETE
<br />
<br />ACI 530/ASCE 5/TMS 402-<1<1 ~ ACI 530, IIASCE O/TMS 002-<1'1
<br />SPECIFICATIONS FOR MASONRY STRtJCllJRES.
<br />ASTM C2I0-q2, C410-'1I, AND C'10-qO SPECIFICATIONS FOR MASONRY STRUCllJRES
<br />NATIONAL DESIGN SPECIFICATIONS (NDS) FOR HOOD CONSTRUCTION, 2001 EDITION, AND ALL
<br />ACCOMPANYIN6 SUPPLEMENTS.
<br />FLORIDA BU[LDING CODE (FBG), 2001 EDITION
<br />
<br />3.2.
<br />
<br />"MANUAL OF STEEL CONSTRUCTION, ALLOHABLE STRESS DESIGN", BY THE AMERICAN
<br />INSTlllJTE OF STEEL CONSTRUCTION, (AISC) '1TH EDITION.
<br />
<br />3.3.
<br />
<br />"DESIGN SPEC[FICATION FOR LIGHT METAL PLATE CONNECTED HOOD TRUSSES" BY THE
<br />TRUSS PLATE INSTlllJTE (TPI) 1'11015 EDITION.
<br />
<br />i.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 BUILD[N6 CODE REQUIREMENTS FOR STRUCllJRAL CONCRETE
<br />ACI 530/ASCE 5/TMS 402-'1<1 ~ ACI 530, IIASCE o/TMS 602-'1'1
<br />SPECIFICATIONS FOR MASONRY STRtJCllJRES.
<br />ASTM C210-q2, C416-'1I, AND C'1O-'1O SPECIFICATIONS FOR MASONRY STRUCllJRES
<br />NATIONAL DESIGN SPECIFICATIONS (NDS) FOR HOOD CONSTRUCTION, 2001 EDITION, AND ALL
<br />ACCOMPANYIN6 SUPPLEMENTS.
<br />
<br />3.4.
<br />
<br />PL YVVOD DESIGN SPECIFICATIONS (APN
<br />FLORIDA 5I)[LDIN6 CODE (FOC) , 2001 EDITION
<br />
<br />LOAD FACTOR DESIGN:
<br />
<br />3. I. I.
<br />
<br />4.4.
<br />
<br />THE LOAD FACTOR DESIGN METHOD HAS USED TO DESIGN:
<br />CAST-[N-PLACE CONCRETE SLABS AND FOOTIN6S
<br />
<br />SERVICE LOAD DESIGN:
<br />
<br />3.2. I.
<br />
<br />THE SERYICE LOAD DESIGN METHOD HAS USED TO DESIGN:
<br />MASONRY HALLS AND LINTELS
<br />INTERIOR AND EXTERIOR HOOD FRAMIN6 AND SHEATHIN6
<br />STAIRS AND FLOOR FRAMIN6
<br />ROOF FRAMIN6, SHEATH[N6 AND UPLIFT
<br />
<br />LOAD COMBINATIONS FOR LFRD DESiGNS:
<br />
<br />3.3. I.
<br />
<br />3.3.2.
<br />
<br />THE FOLLOH[N6 LOAD COMBINATIONS HERE DESIGNED 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 DESIGNED TO RESIST THE HORe,T LOAD
<br />COMBINATION RESUL TIN6 iN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
<br />BOTH PARTIAL, FlILL, AND AL TERNATIN6 SPAN LOADING 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 OTI-tERWISE IN THE DESIGN PLANS.
<br />
<br />4. MATERIALS
<br />
<br />4.5.
<br />
<br />\. 3. SHOP DRAHINGS :
<br />
<br />4. I. REINFORCiNG STEEL:
<br />
<br />1.3.1.
<br />
<br />1.3.2.
<br />
<br />1.3.3.
<br />
<br />THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
<br />DURING THE PREPARATION OF SHOP DRAWINGS HJTHQlJT HRITTEN APPROVAL FROM
<br />THE EN61NEER OF RECORD.
<br />
<br />ALL SHOP DRAW[NGS ARE TO BE SUBMITTED TO THE EN61NEER OF RECORD PRIOR TO
<br />THE COMMENCEMENT OF CONSTRUCTION.
<br />
<br />ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A
<br />FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULAT[ONS, REACTIONS AND
<br />BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO
<br />SUPPORTiN6 TRUSS MEMBERS.
<br />
<br />2. DESIGN LOADS
<br />
<br />2. I. DEAD LOADS:
<br />
<br />2.2.
<br />
<br />2.3.
<br />
<br />2.4.
<br />
<br />2.5.
<br />
<br />2. I. I.
<br />2. 1.2.
<br />2. I. 3.
<br />2. 1.4.
<br />2. 1.5.
<br />2. 1.6.
<br />2. I. ,.
<br />2. 1.8.
<br />
<br />2. I. '1.
<br />
<br />2.1.10.
<br />
<br />UNIT HEIGt-JT OF SOIL, COMPACTED:
<br />UNIT r<E1Gt-JT OF REINFORCED CONCRETE :
<br />UNIT r<E1Gt-JT OF l?" C.M.V. BLOCK,
<br />1ST FLOOR SUPERIMPOSED LOAD:
<br />UNIT r<EIGHT OF 2x4 PARTITION HALLS:
<br />UNIT r<E1Gt-JT OF 2xo BEARING HALLS:
<br />BALCONIES ~ DECKS :
<br />TILE ROOF
<br />TOP CHORD ,
<br />BOTTOM CHORD :
<br />SHINGLE 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 />SIDEWALK AND DRIVEWAY LOAD:
<br />GARAGE LOADS:
<br />CORRIDORS AND BATHROOMS ,
<br />PARTITIONED ROOMS:
<br />BALCONY AND DECKS :
<br />STAIRWAYS 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 GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO HITHSTAND A
<br />CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
<br />DIRECTION ON THE RAILiN6.
<br />
<br />ALL RA[L1N6 AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO HITHSTAND A
<br />HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD
<br />OF 100 PLF APPliED VERTICALLY DOHN0lARD AT THE TOP OF T"Hf: GUARDRAIL
<br />
<br />G!JARDRA[L SYSTEM SHALL BE DESIGNED 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 DES[GN TO BE CONDtJCTED IN ACCORDANCE HITH SECT. 1000 OF THE
<br />FOC, 2001 EDITION, AND CONDUCTED BASED ON A 120 MPH, 3 SECOND GUST,
<br />EXPOSURE "B", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING.
<br />
<br />NET UPLIFT DEAD LOADS - 10 PSF SHIN6LE, 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 />4. I. I.
<br />4. 1.2.
<br />4. I. 3.
<br />
<br />4. 1.4.
<br />
<br />4. 1.5.
<br />
<br />4. 1.6.
<br />
<br />4.1.1.
<br />
<br />4. 1.8.
<br />
<br />REINFORCIN6 STEEL SHALL BE ASn1 Ao15-'14 GRADE 40, f'~ = 40 Ksl
<br />
<br />LAP SPLICE SHALL BE AS FOLLOHS: j;5 BAR 25", #4 BAR 20", tt3 BAR 15".
<br />
<br />ALL DIMENSIONS PERTAINiNG TO THE LOCATION OF REINFORCIN6 ARE TO THE
<br />CENTERLINE OF EACH BAR EXCEPT HHERE THE COVER DIMENSION IS SHOWN TO THE
<br />FACE OF THE CONCRETE.
<br />
<br />REINFORCIN6 DETAIL D[MENSIONS ARE OJT TO OUT OF BARS.
<br />
<br />REINFORCIN6 MECHANICAL COUPLERS ARE TO DEVELOP 125 96 OF THE REQUIRED
<br />YIELD STREN6TH OF THE BAR AND ARE TO BE APPROVED BY THE EN61NEER OF
<br />RECORD.
<br />
<br />DESIGN COVER REQUIREMENTS:
<br />C-I-P CONCRETE FORMED AGAINST EARTH:
<br />C-I-P CONCRETE EXPOSED TO EXTERIOR:
<br />C-I-P CONCRElc NOT EXPOSED :
<br />GROUT FILLED MASONRY:
<br />PRE STRESSED CONCRETE LINTELS (ADD. REBAR IN) :
<br />PRE CAST GROUT FILLED LINTELS (ADD. REBAR IN) :
<br />
<br />HELDED HIRE FABRIC (rlHF): 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 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. o.
<br />
<br />4.2.1.
<br />
<br />CONCRETE TYPE
<br />
<br />MODULES OF
<br />MIN. 28 DAY ELASTICITY
<br />DESIGN Wc) DESIGN (E)
<br />
<br />4.6.
<br />
<br />C-I-P CONCRETE (NORMAL r<E1Gt-JT)
<br />
<br />2.500 Psi
<br />
<br />2,850 Ksl
<br />
<br />C-I-P GROUT
<br />
<br />2,850 Ksl
<br />3,122 KsI
<br />
<br />PRE CAST CONCRETE LINTELS
<br />
<br />2,500 Psi
<br />3,000 PSI
<br />
<br />PRE STRESSED CONCRETE LINTELS
<br />
<br />5,000 Psi
<br />
<br />4,030 Ksl
<br />
<br />CONCRETE SHALL CONSIST OF I" MAXIMUM AGGREGATE CONCRETE MIX HITH SLUMP
<br />BET\AlEEN 6" AND 1" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
<br />CRITERIA,
<br />
<br />GROUT SHALL CONSIST OF PEA ROCK (BIB" MAXIMUM AGGREGATE) CONCRETE MIX
<br />HITH SLUMP BET\AlEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
<br />ADDITIONAL CRITERIA,
<br />
<br />CONSTRUCTION JOINTS HILL BE PERMITTED
<br />
<br />4.1.
<br />
<br />METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED [N
<br />ACCORDANCE HITH THE SPECIFICATIONS AS STATED.
<br />
<br />EARTH SUPPORTED SLABS (EXCLUDIN6 EXTERIOR HALKHAYS ~ DRIVEWAYS) :
<br />3 1/2" MIN. THICKNESS HI MIN. REINFORCEMENT OF 6.0 x 6.0 HI 1.4 x 1.4 HHF @
<br />MID-DEPTH OF SLAB. FIBER MESH MAY BE USED ILO. HHF @ CONTRACTORS DISCRETION.
<br />
<br />CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE HI ALL
<br />ACI- MCP 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. ,.
<br />
<br />FILLED CELLS HI (I) 45 BAR SHALL BE LOCATED @ 8'-0" O.C. MAX, @ BOTH SIDES
<br />OF OPENINGS 0'-0" HIDE OR MORE, @ THE HIGt-J SIDE OF ALL MASONRY HALL
<br />STEPS, ~ @ ALL CHANGES IN DIRECTION OF THE MASONRY HALLS.
<br />
<br />LOAD BEARIN6 CONCRETE MASONRY BLOCK 5t1ALL BE ASTM C'10-'10, TYPE II
<br />NON-MOiSTURE CONTROLLED.
<br />
<br />ALL CELLS ~ CAVITIES BELOH 6RADE HILL BE FILLED HI CONCRETE IN ALL
<br />STEM HALLS.
<br />
<br />THE AGGRE6ATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI
<br />MINIMUM.
<br />
<br />METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
<br />CONDUCTED iN ACCORDANCE HITH THE SPECIFICATIONS AS STATED.
<br />
<br />MORTAR 5t1ALL 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) LOTI
<br />5) MARION MASONRY
<br />6) HIEKWA
<br />
<br />S TRUC TURAL LUMBER :
<br />
<br />4.4.1.2. ALL FRAME HALLS TO BE CONSTRUCTED USING S.P.F. ,
<br />SlVD QUALITY OR BETTER
<br />
<br />4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS
<br />SHALL BE APA RATED SHEATHIN6 EXP I U.N.O.
<br />
<br />4.4.3. ALL PLYHOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORIN6 AND
<br />SHEAR HALLS SHALL BE AP A RATED SHEA THI NG EXP I U.N.O,
<br />
<br />4. 4. 4. IF OSB BOARD IS TO BE LJSED IN PLACE OF PL YHOOD is TO HAVE SiMILAR OR
<br />GREATER SECTION PROPERTiES.
<br />
<br />4.4. 5. ONLY STRUCllJRAL lUMBER TO BE USED FOR AN EXTERIOR APPLlCATION_ HOOD IN
<br />CONTACT HITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING.
<br />
<br />4.4.6. HHEN PRE EN61NEERED TRUSSES ARE CALLED FOR ON THE PLANS THE
<br />MANUFACllJRER IS TO SUBMIT SHOP DRAWINGS TO THE EN61NEER OF RECORD.
<br />
<br />4.4. ,. DESIGN, FABRICATE AND ERECT HOOD TRUSSES IN ACCORDANCE HITH THE "DESIGN
<br />SPECIFICATION FOR LIGHT METAL PLATE CONNECTED HOOD TRUSSES" BY THE
<br />ANSI/TPI 1-1'1<\5, HIB-<\I AND QST-88.
<br />
<br />4.4.8. UNTREATED HOOD SHALL NOT BE IN D[RECT CONTACT HITH CONCRETE. SEAT PLATES
<br />SHALL BE PROYIDED AT BEARIN6 LOCATIONS HITHOlIT HOOD EN TOP PLATES.
<br />
<br />4. 4. '1. ALL EXTERIOR FRAME HALLS SHALL HAVE 1/8" SnJGC,O FINISH PER ASTM C. <120.
<br />APPLY 3 LAYERS HI THICKNESS OF 1/8" OYER METAL LATH. FIRST 2 LAYERS 3/8" THICK.
<br />EACH, AND 3RD LAYER 1/8" THICK.
<br />
<br />4.4.1.1.
<br />
<br />4.8.
<br />
<br />SOIL:
<br />
<br />INTERIOR LOAD BEARING HALLS S.P.F., fb = 015 PSI, E = 1200 Ksl
<br />ALL EXTERIOR FRAMiN6 S.P.F., fb = 015 PSI, E = 1200 Ke.1
<br />
<br />4.8. I.
<br />4.8.2.
<br />
<br />MINIMUM SOIL BEARIN6 PRESSURE CAPACITY OF 2000 PSF.
<br />
<br />ALL SOIL is TO BE CLEAN ~ POISONED FOR TERMITES PER FBc. 2001 SECTIONS
<br />1042.0, 104.2.1, 1403.1.0, 1503.4.4, 18/0, 1'110."1.5, 2303.1.4, ~ 2304.
<br />
<br />TERMITE PROTECTION -
<br />PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT
<br />
<br />, Soil Chemlcol 6o1'1'Ier Method
<br />, Other tl'eotment - Must speclf~ proposed method and submit doc.umentotlon, Nhlc.h
<br />substantlotes the pl"'opoe.ed method, Ie. an oppl"'oved tel"'mite pl"'otectlon s~stem 01"' method.
<br />IF CHEMICAL SOIL TERMiTE TREATMENT is USED
<br />
<br />I.
<br />
<br />FBG 1042.0 - "A pel"'monent slCJn Nhlc.h Identifies the termite treatment provIde!"'
<br />and need for re-Inspectlon and treatment contrac.t reneNal sholl be provIded.
<br />The sign shall be posted neol' the HateI"' heotel"' 01"' elec.trlc ponel"
<br />
<br />FOC 1503.4.4 - Condensote and roof dOHne.pouts shall dlsc.horge at leost
<br />1'-0" aHalj fl'om the bvllcHng eolde Nalle..
<br />
<br />FBC 1503.4.4 - 1I'I"'Igotlon/sprlnkler sljstems IncludIng all risers and
<br />spralj heods sholl not be installed Nlthln 1'-0" of the bvlldlng sIde Nail.
<br />
<br />FBG 1403.1.0 - To pl"'ovlde 1'01"' Inspec.tlon 1'01' termite Infestotlon, betHeen
<br />Noll covering and ~(nol eorth (:rade sholl not be less thon 0 inches.
<br />Exception: Paint or decorative c.ementitlovs finish less than 5/8"
<br />thick adhered dlrec.tl~ to the foundotlon Noll.
<br />
<br />FOC 1810.1.1 - Inltlol treatment sholl be done after 011 exc.ovatlon
<br />and ooc.kflll Is c.omplete.
<br />
<br />FBC 1816.1.2 - Soil disturbed after the Inltiol treotment shall be retreoted
<br />Including spac.es boxed or formed.
<br />
<br />FOC 1816.1.3 - Boxed oreos In concrete floors for svbseqvent Installation of traps,
<br />etc.. sholl be made Hlth permonent metol or plastic forms. Permonent forms mvst be
<br />of 0 size and depth thot Nll1 ellmlnote the dlstvl"'oonce of soil after the Inltlol treatment.
<br />
<br />FOC 1810.1.4 - Mlnimvm 0 mil vapor retorder mvst be Instolled to protec.t against
<br />rainfall dllvtlon. If rainfall OCCUI"'S before vapor retol"'del"' placement.
<br />retreotment Is I"'equlred.
<br />
<br />FOC 1810.1.5 - Concrete ovel"'povr and mOl"'tor along the fovndotion pel"'lmeter
<br />must be removed befol"'e exterior soil treotment.
<br />
<br />2.
<br />
<br />3.
<br />
<br />4.
<br />
<br />5.
<br />
<br />o.
<br />
<br />,.
<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. ,.
<br />
<br />4.5.8.
<br />
<br />8.
<br />
<br />FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO ,
<br />
<br />SHAPES, ANGLES, CHANNELS: ASTM A3b-36M '14 Fy = 36 KsI
<br />ROUND METAL PIPE: ASTM A53-<14, GRADE B Fy = 35 KsI
<br />SQUARE METAL llJBING : ASTM A500-<14, GRADE B F~ = 46KsI
<br />HIGt-J STRENGTH BOL TS , ASTM A325-<14
<br />MACHINE BOLTS: GALVANIZED ASTM A301-<14
<br />
<br />SHEET METAL AUESSORIES SHALL CONFORM TO : f4 = 33KsIHITH GCI0
<br />GALVANIZED COATIN6 IN AUORDANCE 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 DOHNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
<br />APPLICATION ARE TO RECEIVE AN ANTI-CORROSIVE COATIN6 BY MANUFACllJRER
<br />PRIOR TO INSTALLATION.
<br />
<br />ALL FASTENERS AND TIE DOHNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
<br />FOR IN THE PLANS ARE A MINIMUM.
<br />
<br />ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS
<br />STRAPPING ARE TO BE INSTALLED IN ACCORDANCE HITH THE PLANS AND
<br />SPECIFICATIONS.
<br />
<br />CONCRETE EMBEDDED '.J' BOL TS USED FOR UPLIFT ARE TO BE r<ET SET PRIOR TO
<br />INITIAL SET OF T"Hf: CONCRETE, SPACIN6 AND ALIGNMENT ARE TO BE IN ACCORDANCE
<br />WITH THE DESIGN PLANS, U.N.O. AL TERNA TES TO ".J" BOLTS ARE NOTED ON PLANS.
<br />
<br />CONCRETE EMBEDDED TIE DOHNS USED FOR TRUSS AND HALL UPLIFT ARE TO BE
<br />PLACED AROUND EMBEDDED REINFORCIN6 PRIOR TO PLACING &ROUT.
<br />
<br />'1.
<br />
<br />10. FOC 1810.1.0 - Soil treatment mvst be applied vnder all extel"'lol"' conc.rete
<br />or grade Hlthin 1'-0" of the strvdul"'e sldeHolls.
<br />
<br />II. FOC 1816./.0 - An exterior vertlcol chemlcol borl"'ler must be Instolled after
<br />constrvctlon Is complete, Inclvdlng landsc.aplng and Irrlgotlon. Anlj soli distul"'bed
<br />after the vertlcol borrler Is applied, sholl be retreoted,
<br />
<br />12. FOC 1810.1.1 - All bvlldlngs are required to hove pre-constrvctlon treotment.
<br />
<br />13. FOC 1816.1.1 - A certificate of compllonce must be Issued ta the bvlldlng deportment
<br />~ a licensed pest control componlj before a cel"'tlflcate of occvponcy Hili be Ie.sued.
<br />The cef"'tiflcote of compllonce eohall stote: "The bvlldlng hos receIved a complete
<br />treatment 1'01"' the prevention of subtel"'l"'anean tel"'mltes. The treotment is In
<br />accordance Hlth the rvles and laHs of the Flol"'ldo Deportment of Agrlc.vitul"'e
<br />and Consvmer Services".
<br />
<br />14. FOC 2303.1.3 - After all NOl"'k Is completed, loose Nood and 1'111 must be removed
<br />from beloH and Nlthln 1'-0" of the bvllding. This Inclvdes all grade stokes,
<br />tub trap boxes, fOl"'ms, sho('\ng or othel"' celll.llose contolnlng motel"'lal.
<br />
<br />15. FOC 2303.1.4 - No Nood. vegetotlon, stvmps, cordboord, trash, etc.,
<br />sholl be bvl"'Ied Nithln 15'-0" of anlj bvlldlng or pl"'oposed bvlldlng.
<br />
<br />4.8.3.
<br />
<br />SOIL IS TO BE COMPACTED TO '1596 MODIFIED PROCTOR AS DEFINED BY
<br />ASTM D 1551-'11
<br />
<br />MICRO-LAM LUMBER:
<br />
<br />4. 6. 1.
<br />
<br />STEEL:
<br />
<br />4. ,. 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 GRADES SHALL PROYIDE THE FOLLOHING 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 />ATTENTION: C~EMICAL Cf-iANGE6 IN FRE66URE TREATED UJOODS
<br />
<br />A5 OF DECEM6ER 315T, 2003, C~ROMATED COPPER AR5ENATE (CCA-C)
<br />WILL NO LONGER BE PRODUCED FOR RE51DENTIAL OR GENERAL
<br />CON5UMER U5e. 5EVERAL NeW PRE55URE TREATED WOOD ALTERNATlVE5
<br />~AVE 6EEN CREATED TO REPLACE CCA-C. MANY OF T~E NEW PRE55URE
<br />TREATED WOOD5 U5E C~EM1CAL5 T~AT ARE CORR051VE TO 5TEEL. IT 15
<br />T~e CONTRACTOR'5 RE5PON5161LITY TO VERIFY T~E TYPE OF WOOD
<br />TREATMENT AND TO 5ELECT APPROPRIATE CONNECTOR5 T~AT RE515T
<br />CORR0510N. FOR EXAMPLE, ACQ-C, ACQ-D, C6A-A, OR CA-6 REQUIRE
<br />~OT-DIPPED GALVANIZED OR 5TAINLE58 5TEEL FA5TENER5. DOT 50DIUM
<br />60RATE (5eX) DOE5 NOT.
<br />
<br />INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
<br />STEEL ERECTOR.
<br />
<br />FABRICATE AND ERECT ALL STRtJCllJRAL STEEL IN ACCORDANCE HITH A.l5.C.
<br />"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRlJC,llJRAL
<br />STEEL FOR BUILDINGS".
<br />
<br />STRUCllJRAL STEEL: ASTM A30-30M <\4.
<br />
<br />STEEL 1VBING: ASTM A500-<14, GRADE B.
<br />
<br />HELDED CONNECTIONS: E10XX ELECTRODES, MiNIMUM SIZE FILLET ~LDS 3/10", AHS
<br />CERTIFIED HELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REGVEST.
<br />
<br />HHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROYIDE r<EB STIFFENER
<br />PLATES ON EACH SIDE OF THE HE6, OF A THICKNESS EQUAL TO BEAM FLANGE
<br />THICKNESS, LOCATED AT T"Hf: CENTER LINE OF THE llJBE COLUMN.
<br />
<br />THE STEEL FRAME IS "NON-SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT
<br />SHALL BE PROYIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR
<br />ELEMENTS ARE IN PLACE.
<br />
<br />D 5AMUEL A. GREENBERG, P.E. t:3424S
<br />D T1-4UY 1-4. ~UYNH P.E. ~0122
<br />D IRWIN J. BENSON, P.E. -49158
<br />DALI A66A5 1-4AKIM, PE. 4IS61~
<br />
<br />;1
<br />
<br />TO THE eeeT Cf= THE ENGINEER'e 1<N~.e A'lD eeLIEf, THE
<br />e~ FLAN& A'lD eF1:CIFICATIa-te ca1PLY WITH THE
<br />FLORIDA euILDI~ COOE, eeCTI~ '6~ FO,~ 1212> MPH 3 eeca-lD
<br />GOeT, ~ 'eo WIND Za-iE (2001 EDITICW.
<br />THI& DRAWm A'lD DEelUN Ie vAl..ID FOR 12 ~THe ~R THE
<br />DATE IT Ie elGNED A'lD eeALED.
<br />elUNED A'lD eeALED FOR THE eTf"aJC'l1.lRAL. FORTI~ Cf= THle
<br />DRAWm CNL. Y.
<br />
<br />D E DAN5CO
<br />
<br />ENGINEE~INa" P A
<br />,..0.150)( J.fNJ. AftOLLO eI!ACW. FLORIDA · ,.12
<br />~ · (815) .. eI66 fIA)( · (&13) ... M.
<br />-. .k&-" @TI1ESE DRAv.1NGS AND DESIGNS ARE TI1E JOINT PROPERTi OF DANSCO ENGINEERING, P.A. AND TrlE
<br />~ .....,., ClJENT ON TI1IS PROJECT. ANY REPRODucnON OR UNAU11-tORIZED USE IS PROHIBIITD. - 2003
<br />
<br />ill REVISED 08-15-03
<br />ffi CREATED 01-02-02
<br />
<br />3
<br />
<br />120
<br />SEC.
<br />
<br />MPH
<br />GUST
<br />
<br />
<br />lENNAR ~6
<br />
<br />6CALE NOI~
<br />PATE l12iW
<br />
<br />T At'PA DM6Ic::tI
<br />
<br />B.V.
<br />N:/BLOCKS/STD 2001
<br />
<br />6TFWCTUFeAl NOTE6 ~ET
<br />
<br />DE JOB NO. PM - 5021
<br />
<br />eNI
<br />
|