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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.
<br />
<br />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 />I. I. o.
<br />
<br />I. 1.1.
<br />
<br />3. I.
<br />
<br />ACI 318-02 BUILDING CODE REQUIREMENTS FOR STRUCllJRAL CONCRETE
<br />
<br />ACI 530/ASCE 5/TMS 402-'1'1 ~ ACI 530, IIASCE O/TMS 602-'1'1
<br />SPECIFICATIONS FOR MASONRY STRLlGllJRES.
<br />
<br />ASTM CZI0-"12, C416-"1I, AND 0:10-'10 SPECIFICATIONS FOR MASONRY STRUCllJRES
<br />
<br />NATIONAL DESIGN SPECIFICATIONS (NDS) FOR HOOD CONSTRUCTION, 2001 EDITION, AND ALL
<br />ACCOMPANYINS SUPPLEMENTS.
<br />
<br />FLORIDA BUILDING CODE (FBC) , 2001 EDITION
<br />
<br />"MANUAL OF STEEL CONSTRUCTION, ALLOHABLE STRESS DESIGN", BY THE AMERICAN
<br />iNSTlllJTE OF STEEL CONSTRUCTION, (AISC) qTH EDITION.
<br />
<br />3.2.
<br />
<br />3.3.
<br />
<br />"DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED HOOD TRUSSES" BY THE
<br />TRUSS PLATE INSTlllJTE (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 />1.2.5.
<br />1.2.6.
<br />
<br />ACI 318-02 BUILDING CODE REQUIREMENTS FOR STRUCllJRAL CONCRETE
<br />ACI 530/ASCE 5/TMS 402-'1'1 ~ ACI 530, IIASCE 6/TMS 002-'1'1
<br />SPECIFICATIONS FOR MASONRY STRLlGllJRES.
<br />ASTM C210-'12, C416-'1I, AND 010-'10 SPECIFICATIONS FOR MASONRY STRUCllJRES
<br />NATIONAL DESIGN SPECIFICATIONS (NDS) FOR HOOD CONSTRUCTION, 2001 EDiTION, AND ALL
<br />ACCOMPANYiNG SUPPLEMENTS.
<br />PL YHOOD DESI&N SPECIFICATiONS (APA)
<br />FLORIDA BUILDING CODE (FBC) , 2001 EDITION
<br />
<br />3.4.
<br />
<br />LOAD FACTOR DESIGN:
<br />
<br />3. I. I,
<br />
<br />4.4.
<br />
<br />rHE LOAD FACTOR DESIGN MElHOD HAS USED TO DESIGN:
<br />CAST-IN-PLACE CONCRETE SLABS AND FOOTINGS
<br />
<br />SERVICE LOAD DESIGN:
<br />
<br />3.2. I.
<br />
<br />IHE SERVICE LOAD DESIGN METHOD HAS USED TO DESIGN:
<br />MASONRY HALLS AND LINTELS
<br />INTERIOR AND EXTERIOR HOOD FRAMING AND S\-1EArHING
<br />STAIRS AND FLOOR FRAMING
<br />ROOF FRAMING, SHEATHING AND UPLIFT
<br />
<br />LOAD COMBINATIONS FOR LFRD DESIGNS:
<br />
<br />3.3. I.
<br />
<br />3.3.2.
<br />
<br />rHE FOLLOHING LOAD COMBINATIONS HERE DESIGNED FOR:
<br />Tor AL DL + FLOOR LL + ROOF LL
<br />rOT AL DL + FLOOR LL + HL
<br />TOTAL DL + HL
<br />
<br />ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE HORST LOAD
<br />COMBINATION RESULTING IN THE MAxiMUM STRESSES PLACED ON THAT COMPONENT.
<br />BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED.
<br />
<br />DESIGN ASSUMPTIONS :
<br />
<br />3.4. I.
<br />
<br />ALL FOUND A TIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND HALLS UNLESS
<br />SHOHN On-tERHISE IN THE DESIGN PLANS.
<br />
<br />4. MATERIALS
<br />
<br />1.3. SHOP DRAHINGS :
<br />
<br />4. I.
<br />
<br />1.3. I.
<br />
<br />1.3.2.
<br />
<br />i. 3. 3.
<br />
<br />THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OT\-1ERS
<br />DURING T\-1E PREPARATION OF SHOP DRAHINGS NITHOUT NRITTEN APPROVAL FROM
<br />THE ENGINEER OF RECORD.
<br />
<br />ALL SHOP DRAHINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR ro
<br />IHE COMMENCEMENT OF CONSTRUCTION.
<br />
<br />ALL ROOF AND FLOOR TRUSS SHOP DRAHINGS ARE TO BE SIGNED AND SEALED BY A
<br />FLA. REG. PE. AND SHALL INCLUDE: DRAHINGS AND CALCULATIONS, REACTIONS AND
<br />BEARiNG POINTS, BRACING 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 />2.4.
<br />
<br />2.5.
<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. '1.
<br />
<br />2.!. to.
<br />
<br />UNIT HEIGHT OF SOIL, COMPACTED:
<br />UNIT HEIGHT OF REINFORCED CONCRETE :
<br />UNIT HEIGHT OF 8" C.M.U. BLOCK:
<br />1ST FLOOR SUPERIMPOSED LOAD:
<br />UNIT HEIGHT OF 2x4 PARTITION HALLS:
<br />UNlr HEIGHT OF 2x6 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 />IPSF
<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 DRlVErlAY LOAD:
<br />GARAGE 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 GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO NITHSTAND A
<br />CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
<br />DIRECTION ON THE RAiliNG.
<br />
<br />ALL RAIL,NG 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 v'ERTICALL Y DONNWARD AT THE TOP OF IHE GUARDRAIL
<br />
<br />GUARDRAIL SYSTEM SHALL BE DESIGNED ro NITHSTAND 2001b CONCENTRATED
<br />HORIZONTAL LOAD APPliED ON I SO. 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 />HIND LOADS:
<br />
<br />SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
<br />
<br />2.4. I.
<br />
<br />2.4.2.
<br />
<br />NIND DESIGN TO BE CONDLlGTED IN ACCORDANCE NITH SECT. 1606 OF THE
<br />FBC, 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 - iO 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 />4.5.
<br />
<br />REINFORCING STEEL:
<br />
<br />4. I. I.
<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 />REINFORCING STEEL SHALL BE ASTM A615-q4 GRADE 40, f'~ :: 40 Ksl
<br />
<br />LAP SPLICE SHALL BE AS FOLLONS: ~5 BAR 25", 1*4 BAR 20", 1*3 BAR i5".
<br />
<br />ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE
<br />CENTERLINE OF EACH BAR EXCEPT NHERE IHE COv'ER DiMENSION IS SHOWN TO THE
<br />FACE OF THE CONCRETE.
<br />
<br />REINFORCING DETAIL DiMENSIONS ARE OUT ro 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 />DESIGN COVER REQUIREMENTS:
<br />C-I-P CONCRETE FORMED AGAINsr EARTH:
<br />C-I-P CONCRETE EXPOSED TO EXTERIOR:
<br />C-I-P CONCRETE NOT ExPOSED:
<br />GROUT FILLED MASONRY:
<br />PRE STRESSED CONCRETE LINTELS (ADD. REBAR IN) :
<br />PRE CAST GROUT FILLED LINTELS (ADD. REBAR IN) :
<br />HELD ED NIRE FABRIC (Ir-lHP): ASTM AI85-qOa.
<br />
<br />DETAIL REiNFORCEMENT IN ACCORDANCE HITH ACI 315-LATEST EDITiON.
<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 />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 />DESIGN (f'G) DESI&N (E)
<br />
<br />4.6.
<br />
<br />C-I-P CONCRETE (NORMAL HEIGHT)
<br />
<br />2,850 Ksl
<br />2,850 Ksl
<br />
<br />2,500 Psi
<br />
<br />C-I-P GROUT
<br />PRE CAST CONCRETE LINTELS
<br />PRE STRESSED CONCRETE LINTELS
<br />
<br />2,500 Psi
<br />3.000 Psi
<br />
<br />3,122 Ksl
<br />
<br />5,000 Psi
<br />
<br />4.030 Ksl
<br />
<br />CONCRETE SHALL CONSIST OF I" MAXIMUM AGGRE6ATE CONCRETE MIX NITH SLUMP
<br />BETV-IEEN 6' AND 1" AT TIM!: OF PLACEMENT. SEE SPECIFiCATIONS FOR ADDITIONAL
<br />CRITERIA.
<br />
<br />6ROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX
<br />NITH SLUMP BETV-IEEN 8" AND 10" Ar TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
<br />ADDITIONAL CRITERIA.
<br />
<br />4. 1.
<br />
<br />CONSTRUCTION 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 HALKHAYS ~ DRIVEHAYS) :
<br />3 1/2" MIN. THICKNESS HI MIN. REINF0RCEMENT OF 6.0 x 6.0 HI 1.4 x 1.4 Ir-lHF @
<br />MID-DEPTH OF SLAB. FIBER MESH MAY BE USED ILO. Ir-lHF @ CONTRACTORS DISCRETION.
<br />
<br />CONCRETE PLACEMENr PRACTICES SHALL BE IN ACCORDANCE HI ALL
<br />ACI- MCP 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 />4.3.6.
<br />
<br />4.3.1.
<br />
<br />FILLED CELLS HI (I) 1*5 BAR SHALL BE LOCATED @ 8'-.0" O.C. MAX, @ BOTH SIDES
<br />OF OPENINGS 6'-0" NIDE OR MORE, @ IHE HIGH SIDE OF ALL MASONRY HALL
<br />STEPS, ~ @ ALL CHANGES IN DIRECTION OF IHE MASONRY HALLS.
<br />
<br />LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM CqO-qO, TYPE II
<br />NON-MOISllJRE CONTROLLED.
<br />
<br />ALL CELLS t CAVITIES BELOH GRADE NILL BE FILLED HI CONCRETE IN ALL
<br />STEM HALLS.
<br />
<br />THE AGGREGATE STRENGTH OF IHE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI
<br />MINIMUM.
<br />
<br />METHOD OF CONCRETE MASONRY PLACEMENr AND CONSTRUCTION SHALL BE
<br />CONDUCTED IN ACCORDANCE NITH THE SPECIFICATIONS AS STATED.
<br />
<br />MORTAR SHALL BE TYPE "S" FOR ALL MASONRY CONSTRLlGTION.
<br />
<br />LINTELS SUPPLIED BY APPROVED MANUFACllJRER:
<br />I) FECP/CAST-CRETE CORPORATION
<br />2) POrlER CONCRETE
<br />3) ALLIED PRECAST
<br />4) LOTT
<br />5) MARION MASONRY
<br />6) NIEKHA
<br />
<br />S TRUC TURAL LUMBER :
<br />
<br />4. 4. 1.2. ALL FRAME HALLS TO BE CONSTRIJCTED USING SP.F. ,
<br />SllJD QUALITY OR BETTER
<br />
<br />4.4.2. ALL PL YHOOD USED FOR EXTERIOR APPLICATIONS
<br />SHALL BE APA RATED SHEATHING EXP I U.N.O.
<br />
<br />4.4.3. ALL PL Y0l00D USED FOR INTERIOR APPLICATIONS SLIGH AS SUB FLOORING AND
<br />SHEAR HALLS SHALL BE APA RATED SHEATHING EXP I U.N.o.
<br />
<br />4. 4. 4. IF OSB BOARD IS ro BE USED IN PLACE OF PL YHOOD IS TO HAVE SIMILAR OR
<br />GREATER SECTION PROPERrIES.
<br />
<br />4.4. 5. ONLY STRLlGllJRAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. HOOD IN
<br />CONTACT NITH CONCRETE IS TO RECEIVE A SrANDARD GRADE PRESSURE TREATING.
<br />
<br />4.4. O. NHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON IHE PLANS THE
<br />MANUFACllJRER IS TO SUBMIT SHOP DRAHINGS TO THE ENGINEER OF RECORD.
<br />
<br />4.4.1. DESIGN, FABRICATE AND EREcr NOOD TRUSSES IN ACCORDANCE NITH THE "DESIGN
<br />SPECIFICATION FOR LIGHT METAL PLATE CONNECTED HOOD TRUSSES" BY THE
<br />ANSI/TPI 1-1'1'15, HIB-ql AND QSr-88.
<br />
<br />4.4.8. UNTREATED HOOD SHALL NOT BE IN DIRECT CONTACT NITH CONCRETE. SEAT PLATES
<br />SHALL BE PROVIDED Ar BEARING LOCATIONS HITHOUT NOODEN TOP PLATES.
<br />
<br />4.4. q. ALL EXTERIOR FRAME HALLS SHALL HAVE 1/8" ST1JC.CO FINISH PER ASTM C. '126.
<br />APPLY 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 />4.4.1.1.
<br />
<br />4.8.
<br />
<br />SOIL:
<br />
<br />INTERIOR LOAD BEARING HALLS SF.F., fb :: 615 PSI, E :: 1200 Ksl
<br />ALL EXTERIOR FRAMING SF.F., fb = 615 PSI, E = 1200 Ksl
<br />
<br />4.8. I.
<br />4. B. 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, 1810, 1"116.1.5, 2303.1.4, ~ 2304.
<br />
<br />TERMITE PROTECTION -
<br />PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT
<br />
<br />. Soil ChemlGal Barrier Method
<br />. Other treatment - Must speclf~ proposed method and submit dOGumentatlon, NhlGh
<br />substantiates the proposed method, is an approved termite protedlon s~stem or method.
<br />IF CHEMICAL SOIL TERMITE TREATMENT IS USED
<br />
<br />I.
<br />
<br />FOC 104.2.0 - "A permanent sign NhiGh Identifies the termite treatment provider
<br />and need for re-Inspedlon and treatment Gontrad reneNal sholl be provided.
<br />Tlte sign sholl be posted near the Nater heater or eledrlc panel"
<br />
<br />FBC 1503.4.4 - Condensate and roof dONnspouts sholl discharge at least
<br />I '-0" aNa~ from the building side Nalls.
<br />
<br />FBC 1503.4.4 - Irrigation/sprinkler s~stems Inclvdlng 011 risers and
<br />spray heads shall not be Installed Nithin 1'-0" of the building side Noll.
<br />
<br />FOC 1403.1.0 - To provide for Inspedlon for termite Infestation, betNeen
<br />Noll Goverlng and I'lnal earth grade shall not be less than 0 Inches.
<br />EXGeptlon: Paint or deGoratlve Gementitlovs finish less than 5/8"
<br />thlc.k adnered dlrectl~ to the fovndatlon Noll.
<br />
<br />FOC 1810.1.1 - Initial tr eatment sholl be done after all eXGavatlon
<br />and baGkfll1 Is Gomplete.
<br />
<br />FBC 1816.1.2 - Soil dlstvrbed after the Initial treatment shall be retreated
<br />Inclvdlng spaGes boxed or formed.
<br />
<br />FOC 1816.1,3 - Boxed areas In Goncrete floors for subseqvent Installation of traps,
<br />etc., shall be mode Nlth permanent metal or plastlG forms. Permanent forms mvst be
<br />of 0 size and depth that NIII eliminate the dlstvr'oance of sol\ after the Initial treatment.
<br />
<br />FOC 1816.1.4 - Mlnimvm 6 mil vapor retarder mvst be Installed to proted against
<br />rainfall dllvtlon. If rainfall OCGvrs before vapor retarder placement,
<br />retreatment Is reqvlred.
<br />
<br />FOC IBI6.1.5 - Concrete overpovr and mortar 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 CONSISr OF BUT ARE NOT LIMITED TO :
<br />
<br />SHAPES, ANGLES, CHANNELS: ASTM A36-36M '14 F':j :: 36 KsI
<br />ROUND METAL PIPE: ASTM A53-q4, GRADE B F':j = 35 Ksl
<br />SQUARE METAL llJBING : ASTM A500-Cj4, GRADE B F~ = 46Ksl
<br />HIGH STRENGTH BOLTS: ASTM A325-q4
<br />MACHINE BOLTS: GALVANIZED ASTM A301-q4
<br />
<br />SHEET METAL ACCESSORIES St-jALL CONFORM TO : ~ = 33KsIHITH GClO
<br />GALVANIZED COATING IN ACCORDANCE HITH ASTM A525-81.
<br />
<br />NAILS SHALL CONSIST OF : COMMON HIRE NAILS NITH MINIMUM DIAMETER AS
<br />FOLLOHS : 8d = 0.113", 10d = 0.128", 12d = 0.128", 16d :: 0.135".
<br />
<br />ALL FASTENERS AND TIE DOWNS 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 DOWNS ARE ro PROViDE THE UPliFT CAPACITY CALLED
<br />FOR IN THE PLANS ARE A MINIMUM.
<br />
<br />ALL FASTENER TIE DONNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS
<br />STRAPPING ARE TO BE INSrALLED IN ACCORDANCE NITH THE PLANS AND
<br />SPECIFICATIONS.
<br />
<br />CONCRETE EMBEDDED 'J' BOLTS USED FOR UPliFT ARE ro BE HEr SET PRIOR TO
<br />INITIAL SET OF IHE CONCRETE, SPACIN6 AND ALIGNMENT ARE TO BE IN ACCORDANCE
<br />NITH IHE 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 REINFORCING PRIOR ro PLACING GROUr.
<br />
<br />"1.
<br />
<br />10. FBC 1816.1.6 - Soil treatment mvst be applied vnder all exterior Gonaete
<br />or grade Nithin 1'-0" of the strvctvre sldeNalls.
<br />
<br />II. FBC 1816.1.0 - An exterior vertical chemlGa I barrier mvst be installed after
<br />Gonstrvdlon Is Gomplete, InGlvdlng landscaping and Irrigation. An~ soil dlstvrbed
<br />after the vertiGo I 'oarrler is applied, shall be retreated,
<br />
<br />12. FOC 1810.1.1 - All buildings are reqvired to hove pre-constrvGtlon treatment.
<br />
<br />13. FBC 1816.1.1 - A GertlflGate of Gompllance mvst be Issved to the bvildlng department
<br />b4 a IIGensed pest control company before 0 certlflc.ate of occ.vpanc.':j Nill be Issved.
<br />The Gertiflcate of Gompllance shall state: "Tlte bvildlng has received 0 Gomplete
<br />treatment for the prevention of subterranean termites. Tlte treatment Is In
<br />aGGordance Nlth the rvles and IONS of the Florida Department of AgrlGvltvre
<br />and Consvmer ServIGes".
<br />
<br />14. FBC 2303.1.3 - After 011 Nork Is Gompleted, loose Nood and fill mvst be removed
<br />from beloN and Nlthln 1'-0" of the building. Tltis inGlvdes all grade stokes,
<br />tvb trap boxes, forms, shoring or other Gellvlose Gontalning material.
<br />
<br />15. FOC 2303.1.4 - No Nood, vegetation, stvmps, Gardooard, trash, etc.,
<br />shall be burled Hithln 15'-0" of an~ building or proposed building.
<br />
<br />4.8.3.
<br />
<br />SOIL IS TO BE COMPACTED TO '15% MODIFIED PROCTOR AS DEFINED BY
<br />ASTM 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 GRADES SHALL PROVIDE THE FOLLOHING MINIMUM PROPERTIES,
<br />E = 2,000,000 PSI
<br />Fb = 2,'150 PSI
<br />Ft = 1,850 PSI
<br />FG = 500 PSI (PERPENDICULAR)
<br />FG = 2,100 (PARALLEL)
<br />Fv = 285 PSI
<br />
<br />ATTENTION: C~EMICAL C~ANGES IN FRESSURE TREATED WOODS
<br />
<br />A5 OF DECEMBER 315T, 2003, Ct-iROMATED COPPER AR5ENATE (CCA-C)
<br />WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL
<br />CONSUMER U6E. SEVERAL NEW PRE6SURE TREATED WOOD AL TERNATlvE6
<br />t-iAvE BEEN CREATED TO REPLACE CCA-C. MANY OF Tt-iE NEW PRE6SURE
<br />TREATED WOOD5 U5E Ct-iEMICAL5 Tt-iAT ARE CORR051vE TO 5TEEL. IT 15
<br />T~E CONTRACTOR'5 RE5PON51BILITY TO VERIFY T~E TYPE OF WOOD
<br />TREATMENT AND TO 5ELECT AFPROPRIATE CONNECTOR5 Tt-iAT RE51ST
<br />CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, C6A-A, OR CA-6 REQUIRE
<br />t-iOT-DIPPED GALvANIZED OR STAINLE66 STEEL FASTENER6. DOT 50DIUM
<br />BORATE (66X) DOE5 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 NITH A.15.C.
<br />"SPECIFICATION FOR IHE DESIGN, FABRICATION, AND ERECTION OF STRUCllJRAL
<br />STEEL FOR BUILDINGS".
<br />
<br />STRUCllJRAL STEEL: ASTM A36-36M '14.
<br />
<br />STEEL 1lJBING: ASTM A500-q4, GRADE B.
<br />
<br />HELDED CONNECTIONS: ElOXX ELECTRODES, MINIMUM SIZE FILLET HELDS 3/16", AHS
<br />CERTIFIED HELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQlJESr.
<br />
<br />HHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE HEB STIFFENER
<br />PLATES ON EACH SIDE OF IHE HEB, OF A THICKNESS EQUAL TO BEAM FLANGE
<br />THICKNESS, LOCATED AT THE CENTER LINE OF THE 1lJBE COLUMN.
<br />
<br />THE STEEL FRAME is "NON-SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT
<br />SHALL BE PROVIDED BY THE CONTRACrOR UNTIL REQUIRED CONNECTIONS OR
<br />ELEMENTS ARE IN PLACE.
<br />
<br />D SAMUEL A. GREENBERG, F.E. t3424S
<br />D T14UY 14. 14UYNH FE. '60122
<br />D IRWIN J. BEN60N, F.E. '4~1S8
<br />DALI ABBAS J-IAKIM, FE. t1S~18~
<br />
<br />TO THe eeeT C4= THe ENQINEER'e KNOUlEOOE AND 6E1.IEF, THe
<br />e~T\.lAAL Ft..ANe AND e.t=1:CIFICATI~e COMFL Y WIn4 THe
<br />FL~IOA eu'LOI~ CODE, eeCTI~ 16'* FOR 120 MPH 3 eeca.lO
<br />GOeT, ~ '6' WIND Z~ (2001 EPlTICW.
<br />n4le DAA.UI~ AND DEelGN Ie VALID FOR 12 M041l1e ~R THe
<br />DATE IT Ie elGNED AND eeALED.
<br />elC:lNEO MID eeALEO FOR 11-lE eTR.IC1\lRAL FORTl~ cK THle
<br />DAA.UI~ a.Il Y.
<br />
<br />ill REVISED 08-15-03
<br />& CREAlID 01-02-02
<br />MPH
<br />GUST
<br />
<br />D E DAN5CO
<br />
<br />ENGINEERING, FA
<br />P.o. I!!SO)( ~ - APOLLO eeACW - FL~A - >>&"12
<br />fIIWGM! - (eG) 64 "... flAX - (eG) 64 ._
<br />... ~..__ f(;\ niESE DRAI'tlNGS AND DESIGNS ARE niE JOINT PROPERTY OF DANSCO ENGINEERING. P.A, AND niE
<br />&IiiiI' '"tV"" '0'QlENT ON nilS PROJECT. ANY REPROlXJCIlON OR UNAUTI10RIZED USE IS PROHIBITED. - 2003
<br />
<br />3
<br />
<br />120
<br />SEC.
<br />
<br />
<br />lENNAR ~6
<br />
<br />TAtPA DM6ICN
<br />
<br />B.v.
<br />N:/BLOCKS/STD 2001
<br />
<br />6TFaJCTURAl NOTE6 ~ET
<br />
<br />DE JOB NO. PM - 5021 eNI
<br />
|