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SF'EC,IFIGATIONS
<br />1. 1. GONSTRUGTION
<br />1. 1. 1.
<br />AGI 50-02 BUILDIN67 CODE REOUIREMENT5 FOR STRUCTURAL GONGRETE
<br />AC;I 550-05, A5GE 5/TM5 402-05 4 AGI 550.1-05, A5r-E &/TM5 602-05
<br />SPECIFICATIONS FOR MA50NRY STRUCTURE5.
<br />1.1.3.
<br />A5TM 02-70-01a, G4-76-01, AND GcIO-Ol SPEGIFIGATION5 FOR MA50NRY STRUCTURES
<br />1. 1. 4.
<br />NATIONAL DE51ON SPEGIFIGATION5 (ND5) FOR HOOD CONSTRUCTION, 2001 EDITION, AND ALL
<br />AGGOMPANYINC-7 SUPPLEMENTS.
<br />1.1.5.
<br />FLORIDA RESIDENTIAL CODE (FRG), FLORIDA BUILDINC-7 GOVE (F5G), 2004 EDITION,
<br />(INGLUDIN(5 2006 SUPPLEMENT).
<br />1. 1. 6?.
<br />"MANUAL OF STEEL CONSTRUCTION, ALLOKABLE 5TRE55 DE-516N", BY THE AMERICAN
<br />INSTITUTE OF STEEL GON5TRUGTION, (A15C) cITH EDITION.
<br />1. 1. 1.
<br />"DE51ON SPECIFICATION FOR LI&HT METAL PLATE CONNECTED PqOOP TRUSSES" BY THE
<br />TRU55 PLATE INSTITUTE TRII-02.
<br />1.2.
<br />DE51ON :
<br />1.2.1.
<br />AGI 30-02 BUILPINE7 GO01E REGUIREMENT5 FOR STRUCTURAL CONCRETE
<br />1.2.2.
<br />AGI 530-05, ASGE 5/TM5 402-05 6 ACI 530.1-05, A5r-E &/TM5 602-05
<br />5PEGIFIGATION5 FOR MASONRY STRUCTURES.
<br />1.2.5.
<br />A5TM G2-70-Olo, G47b-01, AND GcIO-Ol 5PEGIFIGATION5 FOR MA5ONRY5TRUGTURE5
<br />1.2.4.
<br />NATIONAL DE51ON 5PEGIFIGATION5 (ND5) FOR HOOD CONSTRUCTION, 2001 EDITION, AND ALL
<br />AGGOMPANYIN& SUPPLEMENTS.
<br />1.2.5.
<br />PLYHOOD DE516N 5PEGIFICATION5 (APA)
<br />1. 2. rb.
<br />FLORIDA RE-51DENTIAL GOPE (FRG), FLORIDA BUILDINO GOPE (F5G), 2004 EDITION,
<br />(INCLUDINIS, 2006 SUPPLEMENT).
<br />1.5.
<br />SHOP
<br />I--)RAHI N 675 :
<br />1.3.1.
<br />THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESION PLANS BY OTHERS
<br />DURINO THE PREPARATION OF SHOP DRAHINGE-5 HITHOUT HRITTEN APPROVAL FROM
<br />THE ENOINEER OF RECORD.
<br />1.3.2.
<br />ALL SHOP DRAHINC-75 ARE To BE 5U5MITTED To THE ENeINEER OF RECORD PRIOR To
<br />THE COMMENCEMENT OF CONSTRUCTION.
<br />ALL ROOF AND FLOOR TRU55 SHOP DRAHINC-75 ARE To BE 516NED AND SEALED BY A
<br />FLA. REO. PE. AND SHALL INCLUDE : DRAHINC-6 AND GALGULATION5, REACTION5 AND
<br />BEARINC, POINTS, BRACINC7 REGJAREMENT5, AND CONNECTIONS TO
<br />5UPPORTINO TI;ZU55 MEMBERS.
<br />1.4.
<br />(E-7ENERAL BUILDINIS, NOTES
<br />1.4.1.
<br />OGGUPANGY GLASSIFIGATON RESIDENTIAL, OPOUP R-3
<br />1.4.2.
<br />E3UILDINO HEIC-HT IN FBE7 4 NUM5ER OF 5TCYRIE-5 < 60'-0", 2-STORY
<br />2. DESION
<br />LOADS
<br />2. 1.
<br />DEAD
<br />LOA1--)S
<br />2.1.1.
<br />UNIT HEIC-HT OF SOIL, COMPACTED 120 PGF
<br />2.1.2.
<br />UNIT HEI&HT OF REINFORCED CONCRETE 150 PGF
<br />2.1.3.
<br />UNIT HEIISHT OF 5" G.M.U. BLOGK : 55 P5F
<br />2.1.4.
<br />15T FLOOR 5UPERI MP05ED LOAD: 20 P5F
<br />2.1.5.
<br />UNIT HEI&HT OF 2x4 PARTITION HALLS 11 P5F
<br />UNIT HEIC-HT OF 2x(o BEARINO HALLS - 12 PSF
<br />BALCONIES I DECKS: 15 FSF
<br />2.1.5.
<br />TILE ROOF
<br />TOP GHORD 15 F15F
<br />E30TTOM CHORD 10 PSF
<br />2. 1. 1.
<br />5HINOLE ROOF
<br />TOP CHORD -7 F5F
<br />BOTTOM CHORD 10 P5F
<br />2.1.10.
<br />FLOOR TRUSSES 15
<br />2.2.
<br />LIVE LOADS :
<br />2.2.1.
<br />5IDEK4LK AND DRIVEKAY LOAD 250 FSF
<br />2.2.2.
<br />OARAC-E LOADS . 40 P5F
<br />2.2.3.
<br />PARTITIONED ROOMS - 40 P5F
<br />2.2.4.
<br />BALCONY AND PECKS: &0 P5F
<br />2.2.5.
<br />5TAIRHAY5 AND LANDINC-6 40 P5F
<br />2.2.6.
<br />2. 2. 1.
<br />FLOOR TRUSS
<br />TOP CHORD MINIMUM; 40 P5F
<br />2.2.0.
<br />ROOF TRUSS
<br />TOP CHORD MINIMUM: 20 P5F
<br />BOTTOM GHORV (WO STORAC7E) 10 P5F (NON-GONGURPENT)
<br />2.
<br />RAILIN67 LOADS :
<br />2.3.1.
<br />ALL RAILINE7 AND OUARD RAIL 5YSTEM'5 ARE TO BE DE516NED TO HITH5TAND A
<br />GONGENTRATED LOAD Of: 200 POUNDS APPLIED AT ANY POINT AND IN ANY
<br />DIREGTION ON THE RAILINO.
<br />2.3.2.
<br />ALL RAILINO AND OUARD RAIL 5Y5TEM'5 ARE To BE DE516NED TO HITI-15TAND A
<br />HORIZONTAL LOAD OF 50 PLF ON THE G7UAR1-->RAIL AND A SIMULTANEOUS LOAD
<br />OF 100 PLF APPLIED VERTIGALLY DOHNHAIRD AT THE TOP OF THE &UARDRAIL
<br />2.3.5.
<br />C-A)APPRAIL SYSTEM SHALL BE DE51ONED TO HITH5TAND 2001b GONGENTRATED
<br />HORIZONTAL LOAD APPLIED ON 1 50. FT. AT ANY POINT IN THE SYSTEM.
<br />2.3.4.
<br />2.3.1., 2.3.2 4 2.5.3. ARE NOT REGUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
<br />SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS.
<br />2.4.
<br />HIND LOADS :
<br />2.4.1.
<br />HIND DE510N TO BE GONDUCTEP IN AGGORDANGE HITH 5EGT. R301 OF THE FRG
<br />2004 EDITION HI 2006 SUPPLEMENT, AND GONDU(��TED BASED ON A lIcIA MPH, 3
<br />SECOND 605T, EXPOSURE "C", IMPORTANCE FAGTOR "I" = 1.0. ENGLO5EV BUILDIN&
<br />2.4.2.
<br />NET UPLIFT DEAD LOADS - 10 P5F 5HINOLE, 15 PSF TII F
<br />2.4.3.
<br />HIND LOAD DETERMINATION BASED ON A5r-E -1-02
<br />2.5.
<br />DEFLEGTIONS :
<br />2. to. 1.
<br />FLOOR TRU55ES SHALL LIMIT DEFLECTION TO 1/360 TIMES T14E 5PAN FOR LIVE LOAD5
<br />AND 1/240 TIMES THE SPAN FOR TOTAL LOAD.
<br />3. DESI
<br />C-7N METHOD
<br />5.
<br />LOAD
<br />FAGTOR DESION
<br />5� 1. 1.
<br />THE LOAD FACTOR DE51ON METHOD HAS USED TO DE5167N
<br />CA5T-IN-PLAGE CONCRETE SLABS AND FOOTINOS
<br />5.2.
<br />SERVIGE
<br />LOAD DESION :
<br />3.2.1.
<br />THE SERVICE LOAD PE51eN METHOD KA5 USED TO U>E515N
<br />MA50NRY HALLS AND LINTEL5
<br />INTERIOR AND EXTERIOR HOOD FRAMINO AND 5HEATHIN5
<br />STAIRS AND FLOOR FRAMINO
<br />ROOF FRAMINO, 5HEATHINC, AND UPLIFT
<br />5. E3.
<br />LOAD
<br />GOME31 NATIONS FOR LRFD DE51 67N5
<br />THE FOLLONINO LOAD COMBINATIONS I�IEFZE DE-51ONED FOR -
<br />TOTAL DL + FLOOR LL + ROOF LL
<br />TOTAL DL + FLOOR H + HL
<br />TOTAL DL + HL
<br />3.3.2.
<br />ALL ROOF AND FLOOR TRUS5E5 SHALL BE PE51aNED TO RES15T THE HORST LOAD
<br />GOM13INATION RE5ULTIN5 IN THE MAXIMUM 5TRE55E-5 PLACED ON THAT COMPONENT.
<br />E30TH PARTIAL, FULL, AND ALTERNATIN5 5PAN LOADINO ARE TO BE CONSIDERED.
<br />3. 4.
<br />DE51 67N ASSUMPTIONS :
<br />5.4.1.
<br />ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND HALL5 UNLE55
<br />SHOHN OTHERHISE IN THE DE516N PLANS.
<br />4. MATERIALS
<br />4.1.
<br />REINFORGING7 STEEL
<br />4.1.1.
<br />REINFORGINE7 STEEL SHAH BE A5TM AbI5-cI4 ORADE 40, f'y = 40 K51
<br />4.1.2.
<br />LAP SPLICE SHALL BE AS FOLLOH5: #5 BAR 25", #4 BAR 20", #3 BAR 15".
<br />ALL DIMENSIONS PERTAININ& To THE LOCATION OF REINFORGIN6 ARE To THE
<br />GENTERLINE OF EACH BAR EXCEPT HHERE THE COVER DIMEN51ON 15 5HOHN TO THE
<br />FACE OF THE CONCRETE.
<br />4.1.4.
<br />REINFORGIN& DETAIL PIMEN51ON5 ARE OUT TO OUT OF BARS.
<br />4.1.5.
<br />REINFORGIN65 �-`IEGHANIGAL GOLIFLER-5 ARE TO DEVELOP 125 % OF THE REWIRED
<br />YIELD 5TRENOTH OF THE BAR AND ARE TO BE APPROVED BY THE ENOINEER OF
<br />RECORD.
<br />4.1.6.
<br />DE516N COVER REGUIREMENT5;
<br />G-I-P CONCRETE FORMED AeAIN5T EARTH 5.1
<br />G-I-PGONGRETE EXPOSED TO EXTERIOR: 2"
<br />G-I-P GONGRETE NOT EXPOSED V211
<br />OROUT FILLED MA50NRY: 5/4"
<br />4. 1. 1.
<br />HELDED HIRE FA13RIG (NNF): A5TM A155-01
<br />4. 1. 5.
<br />DETAIL REINFORCEMENT IN AGGORDANGE HITH AGI 315-LATE5T EDITION.
<br />4.2. GONGRETE :
<br />4.2.1.
<br />CONCRETE TrPE
<br />MIN. 2& DAY
<br />PE515N (f'c)
<br />MOMLE5 OF
<br />ELASTICITY
<br />DE-51ON (E)
<br />G-I-P CONCRETE (NORMAL HEIC71-IT)
<br />2,500 Psi
<br />Ze5O K-121
<br />G-I-P OONGRETE (NORMAL HElr--HT) HERNANDO GO. ONLY
<br />5,000 P57
<br />5,122 K51
<br />G-I-P &ROUT
<br />5,000 Psl
<br />3,122 KsT
<br />4.2.2.
<br />GONGRETE5HALL CON515T OF I" MAXIMUM A66RE67ATE CONCRETE MIX HITH SLUMP
<br />BETP,IEEN 6" AND -7" AT TIME OF PLACEMENT. SEE 5PEGIFIGATION5 FOR ADDITIONAL
<br />CRITERIA.
<br />4.2.3.
<br />OROUT SHALL CONSIST OF PEA ROCK (31e>" MAXIMUM A&(�-OATE) CONCRETE MIX
<br />HITH SLUMP BETHEEN b" AND 10" AT TIIIIE OF PLACEMENT. SEESPEGIFIGATIONS FOP,
<br />ADDITIONAL CRITERIA.
<br />4.2.4.
<br />CONSTRUCTION JOINT5 V41LL BE PERMITTED
<br />4.2.5.
<br />METHOD OF CONCRETE FORMINO, PLAGEIIIENT AND GURIN& SHALL BE CONDUCTED IN
<br />ACCORDANCE HITH THE SPECIFICATIONS AS STATED.
<br />4.2.6.
<br />EARTH SUPPORTED 5LAB5 (EXGLUDIN6 EXTERIOR HALKHAY5 $ DRIVEKAY5)
<br />3 1/2" MIN. THIGKNE55 W MIN. REINFORCEMENT OF 6.0 x 6.0 W 1.4 x 1.4 WHF a
<br />MID-PEPTH OF SLAB. FIBER MESH PER DESION MIX MAY 13E L15ED I.L.O. HHF 0
<br />CONTRACTORS P15GRETION.
<br />4.2.1.
<br />CONCRETE PLACEMENT PRAGTIGE5 SHALL BE IN ACCORDANCE I-V ALL
<br />AC.1- MCP 2004 STANDARDS.
<br />4.3. GONGRETE MASONRY
<br />4.5.1.
<br />FILLED GEI IS H/ (1) #5 BAR SHALL 13E LOCATED PER PLAN.
<br />4.5.2.
<br />LOAD BEARINO CONCRETE MASONRY BLOCK SHALL BE A5TM GcIO-01, TYPE 11
<br />NON-MO15TURE CONTROLLED.
<br />4.5.3.
<br />ALL CELLS 4 CAVITIES BEELOH GARADE HILL BE FILLED H/ GONGRETE IN ALL
<br />STEM HALLS.
<br />4.3.4.
<br />THE A&C-RE&ATE 5TRENOTH OF THE BLOCK AND MOP -TAR SHALL BE F'm = 1,500 P51
<br />MINIMUM.
<br />4.3.5.
<br />METHOD OF CONCRETE MASONRY PLACEMENT AND GON5TRUGTION SHALL BE
<br />CONDUCTED IN ACCORDANGE P41TH THE 5PEGIFIGATION5 AS STATED.
<br />4.3.6.
<br />MORTAR SHALL BE TrPE "5" FOR ALL MA50NRY GON5TRUGTION.
<br />4.4. STRUGTURAL LUMBER :
<br />4.4.1.1.
<br />INTERIOR LOAD 5EARI AALL5 5PF, fb = 675 P51, E = 1200 K91
<br />ALL EXTERIOR FRAMIN6 5PF, fb = 6715 P51, E = 1200 Ksl
<br />4.4.1-2.
<br />ALL FRAME HALLS To BE CONSTRUCTED U51 No SIFF
<br />STUD GUALIT'i' OR BETTER
<br />4.4.2.
<br />ALL PLYHOOD USED FOR EXTERIOR APPLICATIONS
<br />SHALL BE APA RATED 5HEATHIN& EXP I U.N.O.
<br />4.4.3.
<br />ALL PLYHOOD USED FOR INTERIOR APPLIGATION5 SUCH AS SUB FLOORINO AND
<br />SHEAR HALLS SHALL BE APA RATED 5HEATHIN5 EXP I U.N.O.
<br />4.4.4.
<br />IF 055 BOARD 15 To BE USED IN PLACE OF PLYHOOD 15 To HAVE 51MILAR OR
<br />C-71REATER 5EGTION PROPERTIES.
<br />4.4.5.
<br />ONLY STRUCTURAL LUM13ER To BE USED FOR AN EXTERIOR APPLICATION. HOOF,> IN
<br />CONTACT HITH CONCRETE 15 TO REGEIVE A STANDARD C-PADE PRE55URE TREATIN6.
<br />4.4.6.
<br />HHEN PRE ENI37INEERED TRUSSES ARE GAI I ED FOR ON THE PLANS THE
<br />MANUFACTURER 15 TO SUBMIT SHOP DRANIN65 TO THE EN61NEER OF RECORD.
<br />4. 4. 1.
<br />DE-516N, FABRICATE AND ERECT P400r,> TRUSSES IN ACCORDANCE HITH THE "DE567N
<br />SPECIFICATION FOR LI ISHT METAL PLATE CONNECTED V400D TRUSSES" BY THE
<br />AN51/7PI 1-2002, BC-51 I - 05
<br />4. 4.
<br />UNTREATED V400P SHALL NOT BE IN DIRECT CONTACT HITH CONCRETE. SEAT PLATES
<br />SHALL BE PROVIDED AT BEARINe LOCATIONS HITHOUT HOOVEN TOP PLATES.
<br />4. 4. cl.
<br />ALL EXTERIOR FRAME HALLS SHALL BE STUCCO FINI51-1-1/a" STUCCO FIN15H PER
<br />A5TM 0. c?26, APPLY 3 LAYERS K/ TOTAL THICKNE551/a" OVER METAL LATH. FIRST
<br />2 LAYER53/&" THICK EACH. 3RD LAYER lle�" THICK
<br />4.4.10.
<br />INSTALLATION OF EXTERIOR LATHINO 4 FRAMINO SHALL COMPLY TO ASTM G 1065
<br />PER FLORIDA RESIDENTIAL GODE R,7705.6.2
<br />4. 5. FASTENERS AND TIE DONNS :
<br />4.5.1.
<br />FA5TENER-5 AND TIE DOHN5 SHALL CONSIST OF BUT ARE NOT LIMITED TO:
<br />SHAPES, ANOLF-5, CHANNELS: A5TM A56/36M 01 Fy = 31b K91
<br />ROUND METAL PIPE : A5TMI A53-01, I5RADE 5 Fy = 55 K51
<br />SOUARE METAL TUBIN67 A5TM A500-030, 67RADE B Fy = -46K51
<br />HI &H STRENOTH BOLTS A5TM A325-CI4
<br />MACHINE BOLTS: 6ALVAN[ZED A5TM A30`7-03
<br />4.5.2.
<br />SHEET METAL ACCESSORIES SHALL GONFORM TO: Fy = 33K51HITH C-,qO
<br />OALVANIZED GOATIN& IN AGGORDANCE V41TH A5TM A525-al.
<br />4.5.3.
<br />NAILS SHALL CON515T OF: COMMON HIRE NAILS HITH MINIMUM DIAMETER AS
<br />FOLLOHS: e>d = 0.131", 10d = 0.14e>", 12d = 0.145", I(od = 0.162".
<br />4.5.4.
<br />ALL FASTENERS AND TIE DOHN5 EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR
<br />APPLICATION ARE To RECEIVE AN ANTI-GORRO51VE GOATINO BY MANUFACTURER
<br />PRIOR TO INSTALLATION.
<br />4.5.5.
<br />AH FASTENERS AND TIE DONN5 ARE TO PROVIDE THE UPLIFT CAPACITY GALLED
<br />FOR IN THE PLANS ARE A MINIMUM.
<br />4. 5. b.
<br />ALL FASTENER TIE DOHN5, BEAM HANOER5, JOIST HAN5ER5, AND FLOOR TRU55
<br />5TRAPPINO ARE To BE INSTALLED IN ACCORDANCE HITH THE PLANS AND
<br />SPECIFICATIONS.
<br />4.5.1.
<br />GONGRETE EMBEDDED 'J'BOLTS USED FOR UPLIFT ARE To BE HET SET PRIOR To
<br />INITIAL SET OF THE CONCRETE, 5PAGIN(5 AND ALIeNMENT ARE To BE IN AGGORDANGE
<br />HITH THE DE51CN PLANS, U.N.O. ALTERNATES TO "J" BOLT5 ARE NOTED ON PLANS.
<br />4.5.5.
<br />CONCRETE EMBEDDED TIE DOHN5 USED FOR TRU55 AND HALL UPLIFT ARE TO BE
<br />PLACED AROUND EMDEVI�>Ei�) REINFORGINO PRIOR TO OR HHILE PLAGINO C-AZOUT.
<br />4. MIGRO-LAM
<br />LUMBER:
<br />4.6.1.
<br />MICRO -LAM 5TRE55 64RADE5 SHALL PROVIDE THE FOLLOHIN67 MINIMUM PROPERTIES:
<br />F 2,000,000 P51
<br />Fb 2,c[50 P51
<br />Ft 1,550 P51
<br />Fc 500 P51 (PERPENDICULAR)
<br />Fc 2,100 (PARALLEL)
<br />4.1. STEEL:
<br />Fv 2&5 P51
<br />4.1. 1. INSTALLATION OF ALL STEEL TO 13E PERFORMED BY AN EXPERIENCED, GUALIFIED
<br />STEEL ERECTOR.
<br />4.1.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE P41TH A.1.5.0.
<br />"SPECIFICATION FOR THE DE516N, FABRICATION, AND ERECTION OF STRUCTURAL
<br />STEEL FOR BUILDIN66".
<br />4. 1. 3. STRUCTURAL STEEL: A5TM A36136H 01.
<br />4.7.4. STEEL TUE31NO: A5TM A500-05o, 69-ADE B.
<br />4. 1. 5. HELDED CONNECTIONS- E-IOXX ELEGTROPE5, MINIMUM 51ZE FILLET HELD5 3116", Ak,15
<br />CERTIFIED HELDER5. CERTIFICATION PAPERS TO BE SUBMITTED UPON REG?UE5T.
<br />4. 1. ro. HHERE STEEL BEAMS ARE GONTINUOU5 OVER COLUMNS, PROVIDE H93 STIFFENER
<br />PLATE-5 ON EACH 51DE OF THE HEB, OF A THICKNE55 EG?UAL TO BEAM FLAN&E
<br />THIC,KNE-55, LOCATED AT THE GENTER LINE OF THE TU13E COLUMN.
<br />4.1.1. THE STEEL FRAME 15 "NON-5ELF 5UPPORTINe". AVEGUATE TEMPORARY SUPPORT
<br />SHALL BE PROVIDED BY THE GONTPAGTOR UNTIL REGUIRED GONNEGTION5 OR
<br />ELEMENTS ARE IN PLACE.
<br />WORST CASE C)ESIGN PRESSURE TA5LE
<br />51JILI)ING [)ATA
<br />WIND SPEED 119,91 MPH
<br />WIND IMPORTANCE FACTOR -- (1w) = 12
<br />WIND EXF05URE -- 'C' (FRC R301)
<br />INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG)
<br />[)E5IGN WINr,) PRE55URE:
<br />(COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE)
<br />0 ENE) ZONE 15 ONLY WITHIN 5'-0-
<br />OF ALL EXTERIOR BUILDING CORNERS
<br />WINDOWS AND DOORS
<br />115n MPH + 363 PSIF 45fo PSF (END)
<br />+ 363 PSF/ -3133 PSF (INTERIOR) UND.
<br />GARAGE DOORS (V = 120 MPH)
<br />SINGLE 13x1 +21fo PSF / -31.2 PSF
<br />DOUBLE I(ox-I +26A PSF / -213.4 PF
<br />NOTE
<br />THESE PRESSURES SUPERSEDE ANY AND ALL PRESSURES
<br />LISTED WITHIN T1418 CONSTRUCTION DOCUIENT.
<br />4. b. SO I L:
<br />4. e�. 1. MINIMUM 501L BEARIN& PRE-55URE CAPACITY OF 2000 P5F.
<br />4.95.2. ALL 501L 15 TO BE CLEAN $ PO`15ONEI�� FOR TERMITES PEP, FB-0 2004, RESIDENTIAL SECTIONS
<br />R320.1, R-320�2, R3205, 4 R7104.
<br />TERMITE PROTEGTION -
<br />PLANS MUST SPEGIFY TYPE OF TERMITE TREATMENT
<br />I Soil Chemical Barrier Method
<br />a Other treatment - Must specify pro o5ed method and submit documentation, which
<br />substantiates the proposed methoTis an approved termite protection system or method.
<br />IF GHEMIGAL SOIL TERMITE TREATMENT IS USED
<br />1. F50 105.11- "A permanent sicin which Identifies the termite treatment provider
<br />and need for re-In5pection LInd treatment contract renewal shall L-,%-- provided.
<br />The sign shall be, posted near the water heater or electric panel"
<br />2. Gonclen5CItC and roof downspouts shall discharge at least
<br />1'-0" away from the building side walls.
<br />3. IrricIation/5prinkler 5UStOM5 Inclvdinq all risers and
<br />5pr-ay heads shall nort be installed r4ithin 1�-O" of the building 51de. wall.
<br />4. FB(-- R704- To provide for Inspection for termite infestation, between
<br />Hall covering ohd final earth grade shall not be less than & inches.
<br />Exception: Point or decorative cementitious finish IC55 than 5/5"
<br />thick achered directly to the foundation wall.
<br />5. FBG R320.1.1 - Initial treatment shall be done after all exGovation
<br />and backfIll Is complete.
<br />6. Fl5r. R320.1.2 - Soil disturbed after the Initial treatment shall be retreated
<br />Including spaces boxed or formed.
<br />-1. FBC R320.1.3 -Boxed areas In concrete floors for subsequent installation of trqps,
<br />etc., shall I->-- made with permanent metal or plastic forms. Permanent forms must be
<br />of a size, and depth that will eliminate the, disturbance, of soil after the initial treatment.
<br />j5. FBG R320.1.4 - Minimum ro mil vapor retarder must be installed to protect against
<br />roinfoll dilution. If rainfall occurs before vapor retarder placement,
<br />retreatment 15 required.
<br />cl. FBC R320.1.5 - Gongate ovapour aq Aer
<br />I Amortar ?long the foundation perime
<br />Must be removed be ore ex or so reatmen .
<br />10. F50 F2320.1b - Soil treatment must be applied under all exterior concrete,
<br />or grode within 1'-0" of the structure 51dewalls.
<br />11. FBC R320.1.6 - An exterior vertical chemical barrier must be installed after
<br />construction Is complete, lncludln� landscaping and Irriclation. Any goll disturbed
<br />after the, vertical barrier Is app ed-sholl be retreot6d,
<br />12, F5r- R320.1 - All buildings ore required to hove pre-con5trvction treatment.
<br />13. FBr- R320.1 - A certificate of compliance must be issued to the building department
<br />by a licensed past control company before a certificate of occupancy will E26 Issued.
<br />Thie certificate of compliance shall state: "The, building has received a complete
<br />treatment for the prevention of subterranean termites. The treatment 15 In
<br />accordance with the rules and laws of the Florida F,>epartment of Agriculture
<br />and Consumer Services".
<br />14. FBC R320.5 - After all work 15 completed, loose wood and fill must be removed
<br />from below and within 1'-0" of the bvlldlng. This Includes all grade stakes,
<br />tub trap boxes, forms, shoring or other cellulose containing material.
<br />4. 3. 501L 15 To BE COMPACTED To (15% MODIFIED PROCTOR AS DEFINED BY
<br />A5TM D 155-7-00
<br />NOTE:
<br />IT 15 THE GONTRAGTOR5 RESFON51BILIT)" TO RE\/IEN ALL DRANINC-35
<br />BEFORE GON5TRUGTION BEOINS. DAN5GO ENOINEERIN6-7 LLG 15
<br />RESPONSIBLE FOR THE STRUGTURAL INTEORITY OF TH15 PROJEGT
<br />ONLY. ANY DISGREFANGY BETV4EEN FIELD CONDITIONS, OTHER
<br />DESION FROFESSIONAL5'5HOF DRANINIS-75, CONTRAGTORS'BUILDINO
<br />METHODS, AND THESE SIONED AND SEALED DRANING75 MUST BE
<br />BROUG7HT TO THE ATTENTION OF DANSGO ENC-71NEERINO LLG PRIOR
<br />TO THE GOMMENGEMENT OF GONSTRUGTION.
<br />ATTENTION: CHEMICAL CHAN&E5 IN PRESSURE TREATED NOOM
<br />AS Of= DECEMBER 519T, 2005, C+IROMATEP C40PPER ARSENATE (CCA-C)
<br />k4IH NO LONSER. BE PRODUCED f=;OR RESIDENTIAL OR SENERAL CONSUMER
<br />USE. SEVERAL NEH PRESSLIRE TREATED HOOD ALTERNATIVES HAVE EIIEEN
<br />CREATED TO REPLACE OCA-0. MAW Of-- THE NEV4 59LRE TREATED
<br />k4OODS USE CMEMICALS THAT ARE C4IRROSIVE TO STEEL. IT 15 THE
<br />CONTRACTORS RESPONSIBILITY TO VERIFY THE TYPE OF P4OOV TREATMENT
<br />AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORRO510N.
<br />FOR EXAMPLE, ACG--C, ACO-D, CBA-A, OR CA-B REGAJIRE HOT-D1
<br />&ALVANIZED OR 5TAINLE55 STEEL FASTENERS. DOT SODIUM 50RATE (SBY0
<br />DOES NOT.
<br />REOUIRED 5AFET"r OLAZING7 IN HAZARDOUS LOCATIONS
<br />(RE: FRG R308�.4)
<br />R309>3 HUMAN IMPACT LOADS. INDIVIDUAL OLAZED AREAS INGLUDINO &LASS MIRRORS IN HAZARDOUS
<br />LOGATION5 SUCH AS TH05E INDICATED AS DEFINED IN SECTION R30E).4 SHALL PA55 THE TEST REOUIREMENT5
<br />OF GP5r- 16 CF-R, PART 1201 CRITERIA FOR GATE60RY I OR GATEC-ORY 11 AS INDICATED IN TABLE R50e,.3
<br />EXCEPTIONS:
<br />1. POL15HED HIRED OLA55 FOR USE IN FIRE DOORS AND OTHER FIRE RE515TANT LOCATIONS SHALL
<br />COMPANY HITH AN51 Zcr.l
<br />2. LOUVERED HINDOH5 AND JALOU5IE5 SHALL COMPANY HITH SECTION R30e>.2
<br />R30e>.4 HAZARDOUS LOCATIONS.
<br />THE FOLLONINO SHALL BE GON51DERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PLJRP05E OF
<br />5LAZ IN 0:
<br />1. eLAZINC7 IN 5HIN&INC7 DOORS EXCEPT JALOU51E5.
<br />2. 6LAZIN& IN FIXED AND 5LIDINE7 PANELS OF 5LIDINC7 DOOR ASSEMBLIES AND PANELS IN 5LIDINC7
<br />AND 51FOLP CLOSET DOOR ASSEMBLIES.
<br />5. &LAZIN& IN STORM DOORS.
<br />4. OLAZINO IN ALL UNFRAMED 5NINaINO DOORS.
<br />5. 67LAZINe IN DOORS AND ENCLOSURES FOR HOT TUBS, WRLPOOL5, SAUNAS, STEAM ROOMS,
<br />BATHTUBS, AND 5HOHER5. 5LAZIN6 IN ANY PART OF A BUILDIN& HALL ENGLO51NO THESE
<br />COMPARTMENTS AHERE THE 130TTOM EXP05ED EDCvE OF THE 5LAZIN& 15 LE55 THAN 60 INCHE5
<br />(1524MM) MEASURED VERTIGALLY ABOVE ANY 5TANDIN67 OR HALKIN& SURFACE.
<br />6. OLAZINO, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR HHERE THE
<br />NEAREST VERTIGAIL EDI37E 15 V41THIN A 24-INGH(rbIOMM) ARG OF THE DOOR IN A GL05ED P051TION
<br />AND HH05E BOTTOM ED(5E 15 LE55 THAN (90 INCHES (1524MM) A13OVE THE FLOOR OR HALKINO
<br />SURFACE.
<br />-7. 67LAZINO IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN TH05E LOCATIONS
<br />r�`E5GRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEET5 ALL OF THE FOLLOHIN& CONDITIONS:
<br />7.1 EXPOSED AREA OF AN INDIVIDUAL PANE 67REATER THAN q 5GUARE FEET (0.53rb M2).
<br />7.2 E307TOM EDOE LE55 THAN I& INCHES (457 MM) A13OVE THE FLOOR.
<br />7-3 TOP ED &E OREATER THAN 36 INCHES (q14 MM) ABOVE THE FLOOR.
<br />14 ONE OR MORE HALKINI57 SURFACES NITHIN 56 INCHES (q14 MM) HORIZONTALLY OF THE
<br />OLAZINO.
<br />a. ALL eLAZINT5 IN RAILINC-75 REOARDLE55 OF AN AREA OR HEI 5-7HT ABOVE AALKINC7 SURFACE.
<br />INCLUDED ARE 5TRUGTURAL BALUSTER PANELS AND NON5TRUGTURAL IN FILL-PANEL5.
<br />cl. 5LAZINO IN HALLS AND FENCE5 ENOLO51NI57 INDOOR AND OUTDOOR 5HIMMIN0 POOLS, HOT TUBS
<br />AND 5PA5 HHERE THE 507TOM ED&E OF THE &LAZIN& 15 LE55 THAN (50 INCHES (1524 MM) AE30VE A
<br />HALKIN C-7 SURFACE AND HITHIN 60 INO-155 (1524 MM ) HORIZONTALLY OF THE HATER'5 ED&E. THIS
<br />SHALL APPLY TO 51NOLE 5LAZIN5 AN:) ALL PANES IN MULTIPLE eLAZINC-7.
<br />10. eLAZIN67 ADJACENT TO 5TAIRNAY5, LANDINC-75, AND RAMF'5 HITHIN 36 INCHES N14 MM)
<br />HORIZONTALLY OF A HALKIN& SURFACE HHEN THE EXP05EH�l SURFACE OF THE C-LA55 15 LE55 THAN
<br />60 INGHE5 (1524 MM) ABOVE THE PLANE OF THE ADJACENT HALKIN& SURFACE.
<br />11. 5LAZIN5 ADJACENT TO 5TAIRHAYS HITHIN (90 INGHE5 (1524 MM) HORIZONTALLY OF THE BOTTOM
<br />TREAD OF A 5TAIRAA'r' IN ANY DIRECTION HHEN THE EXP05ED SURFACE Of: THE r7LA5515 LE55
<br />THAN 60 INGHE5 (1524 MM) A13OVE THE NOSE OF THE TREAD.
<br />EXCEPTIONI THE FOLLOHINE7 PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS
<br />LOCATIONS;
<br />1. OPENINCE-5 IN POOR5 THROUC-71-1 HHIGH A 5-INGH(7& MM) SPHERE 15 UNA13LE TO PASS.
<br />2. DECORATIVE CLASS IN ITEMS 1,6> OR -7.
<br />3. 5LAZINe IN SECTION R.30a.4, ITEM 6, HHEN THERE 15 AN INTERVENINa HALL OR OTHER PERMANENT
<br />BARRIER BETHEEN THE POOP, A1,V THE 5LAZINI5.
<br />4. OLAZINe IN SECTION R 30e>.4, ITEM 6, IN HALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A
<br />CL05ED P051TION OR HHERE AGGE55 THROUOH THE DOOR 15 TO A CLOSET OR 5TORAC-7E AREA 3
<br />FEET (c[14 " OR LE55 IN DEPTH. &LAZINO IN THESE APPLIGATION5 SHALL COMPANY V41TH
<br />5EGTION R30&.4, ITEM -7.
<br />5. OLAZINC-7 IN SECTION R305.4,1TEMS -7 AND 10, HHEN A PROTECTIVE BAR 15 INSTALLED ON THESE
<br />AGGE5515LE 51DE(5) OF THE OLAZINe 56 INCHES ± 2 INCHES M14 ± MM 51 MM) ABOVE THE FLOOR.
<br />THE BAR SHALL BE CAPABLE OF HITI-15TANDINO A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR
<br />FOOT K&/M) V41THOUT GONTAGTIN& THE OLA55 AND BE A MINIMUM OF 0� INCHES (55 MM) IN
<br />HB(5HT.
<br />ro. OUT130ARD PANES IN IN5ULATIN5 OLA55 UNITS AND OTHER MULTIPLE ISLAZEI�? PANELS IN SECTION
<br />FOO&A, ITEM -7, HHEN THE E30TTOM EDOE OF THE 6LA55 15 25 FEET (7620 MM) OR MORE A50VE
<br />ORADE, A ROOF, HALKINe SURFACES, OR OTHER HORIZONTAL LP41THIN 45 DEGREES (0.-711 RAD) OF
<br />HORIZONTAL] SURFACE ADJACENT TO THE eLA55 EXTERIOR.
<br />-1. LOUIVERED HINDOH5 AND JALOU51E5 COMPLYINO HITH THE REGUIREMENT5 OF 5EGTION
<br />R13Oe>-2.
<br />e>. MIRRORS AND OTHER 67LA-55 PANELS MOUNTED OR HUNC-7 ON A SURFACE THAT PROVIDES A
<br />CONTINUOUS BAGKINO SUPPORT.
<br />cl. SAFETY OLAZINO IN SECTION R305.4, ITEMS 10 AND 11 15 NOT REGUIRED HHERE:
<br />C1.1 THE SIDE OF 5TAIRKAY, LANDIN67 OR RAMP HAS A OUARDRAIL OR HANDRAIL, INGLLVIN6
<br />BALUSTERS OR IN -FILL PANELS, COMPLYINO HITH THE PREV15IONS OF SECTION 1012 AND
<br />16(77.7 OF THE FLORIDA E30ILDIN6 CODE, BUILDINO; AND
<br />q.2 THE PLANE OF THE OLA55 15 OREATER THEN I& INGHE5 (451 MM) FROM THE RAILIN5.
<br />GLASS BLOCK INSTALLATION PEW -OWED IN ACCORDANCE WITH FRC / FBC
<br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMUL510K ALLOW EMULSION TO DRY
<br />AT LEAST 2 HOURS BEFORE PLACING MORTAR
<br />5) ADHERE EXPANSION STRIPS TO JAM55 AND HEAD. MAKE CERTAIN EXPAN61ON STRIP
<br />EXTENDS TO SILL.
<br />C) SET A FULL MORTAR BED JOINT, APPLIED TO $ILL.
<br />0) SET LOWER COURSE OF BLOCK MAINTAIN A UNIFORM JOINT WIDTH OF 3/8' PLUS OR MINUS
<br />1/8'. ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR 6WALL BE
<br />TYPE 'S' OR 'N'. STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
<br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
<br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
<br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
<br />COURSES TO FlirEVENT THE MORTAR FROM BEING 'SQUEEZED' OUT.
<br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
<br />IMMEDIATELY A50VE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
<br />$HALL APPLY TO PANEL ANCHOR$ WHEN USED AT JAM56 AND HEADS IN LIEU OF CHANNEL
<br />OR C14ASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
<br />LAP REINFORCING NOT LESS THAN & INCHES WHENEVER IT 1.5 NECESSARY TO USE MORE
<br />THAN ONE LENGTH. DO NOT BRIDGE EXPAN51ON JOINTS WITH REINFORCING. INSTALL
<br />REINFORCING AS FOLLOWS:
<br />S PLACE LOWER HALF OF MORTAR IN BED JOINT, DO NOT FURROW.
<br />* PRESS PANEL REINFORCING INTO PLACE.
<br />t COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
<br />SMOOTH. DO NO FURROW.
<br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH.
<br />G) SET SUCCEEDING COURSE OF 5LOCK5. SPACE AT HEAD OF PANEL AND JAMBS MUST
<br />REMAIN FREE OF MORTAR
<br />W) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
<br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIf=!E DRY.
<br />TOOL JOINT$ SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
<br />WEDGES FROM LOWER COURSES OF C70LID 5LOCKS AND POINT THE VOIDS WITH MORTAR.)
<br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
<br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALIN
<br />J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
<br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
<br />K) A MAXIMUM OF 60 SQUARE FEET OF GLA-55 BLOCK MAY BE INSTALLED IN ANY OPENING.
<br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
<br />INSTALLATION OF GLASS BLOCK
<br />EXPANSION STRIP
<br />20 ga. PANEL
<br />NEL
<br />ANCHOR
<br />1/4' EXPANSION
<br />S !@a. PANEL
<br />5OLT (2 PER
<br />REINFORC,ING
<br />ANCHOR)
<br />(EVERY
<br />OTHER
<br />COURSE)
<br />EXPAN-51ON STRIP
<br />(o' MIN. LAP SPLICE
<br />W1 REINFORCING
<br />PANEL
<br />6' MIN. LAP
<br />SPLICE
<br />NOTE:
<br />SEE GLA55 5LOCK
<br />SEALANT INSTALLATION NOTES.
<br />GLAee 5LC)C< IDETAIL
<br />:(110 mph FASTEST WIND 130 mph, 3 SEC, GUST. FRC TABLE R301-2.13)
<br />(110 mph FASTEST WIND 130 mph, 3 SEC. GUST. F5C TABLE 1606.1fo.1)
<br />DANSCO
<br />ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Flodda 33572
<br />Phone: 813.645.0166
<br />Fax: 813.645.9698
<br />www.donscoenginee�ng.com
<br />CA 25948
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<br />TO THE BEST OF THE ENGINEERS KNOWLEDGE AND
<br />BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS
<br />COMPLY V41TH THE FLORIDA RESIDENTLAL BUILDING
<br />CODE ' SECTION R301 FOR 119.9 MPH, 3 SEC. GUST,
<br />EXPOSURE -C- ENCLOSED (INTERNAL PRESSURE
<br />COEFFICIENT= 1-0. 181 WIND LONE 12004 EDMON,
<br />INCLUDING 2005 & 2006 SUPPLEMENTS1.
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
<br />AFTER THE DATE IT IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OF THIS DRAWING ONLY.
<br />020C)7-THESE DRAWINGS AND DESIGNS ARE THE JOINT
<br />PROPERTY OF DANSCO ENGINEERING, U-C AND THE
<br />CLIENT ON THIS PROJECT. ANY REPRODUCTION OR
<br />UNAUTHORIZED USE IS PROHIBITED.
<br />REVISION:
<br />DATE
<br />DESCRIPTION
<br />VERSION NO. 1.00 / 06.14.07
<br />SAMUEL A. GREENBERG,
<br />P.E. #34245
<br />THUY H. HUYNH,
<br />P.E. #60122
<br />IRWIN J. BENSON,
<br />P.E. #49758
<br />ANDREW D. HAROLD,
<br />P.E. #66715
<br />ENGINEER SEAL:
<br />JUL 0 3 2008
<br />SHEET TITLE:
<br />STRUCTURAL NOTES
<br />SHEET INFORMATION:
<br />JOB NO.: 270757
<br />DATE ISSUED: 06.14.07
<br />DRAWN BY: TJB
<br />REVIEWED BY: DZ
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