|
5PEGIFIGATION5
<br />1.
<br />GON5TRUGTION
<br />1. 1. 1.
<br />ACI 30-02 13UILDINO CODE REQUIREMENTS FOR 5TW�TURAL CONCRETE
<br />1.1.2.
<br />ACI 550-05, A5CE 15/TM5 402-05 4 AGI 530.1-05, A5:;E btrM5 (702-05
<br />SPECIFICATIONS FOR MA50NRY STRUCTURES.
<br />1.1.3.
<br />A5TM 02'70-Olo, C416-01, AND CcIO-Ol SPECIFICATIONS FOR MASONRY 5TRUCTU1l;M5
<br />1.1.4.
<br />NATIONAL DE-516N SPECIFICATIONS (ND5) FOR HOOD (:;ON5TRUGTION, 2001 EDITION, AND ALL
<br />ACGOMPANYIN& SUPPLEMENTS.
<br />1.1.5.
<br />FLORIDA RE51DENTIAL CODE (FRG), FLORIDA BUILVIN(5 CODE (FBC), 2004 EDITION,
<br />(INC4-WINCP 2006 51.11PPLEMENT).
<br />I.I.b.
<br />'MANUAL OF STEEL CONSTRUCTION, ALLOWABLE 5TRE-35 DMI&N", BY TI-E AMERICAN
<br />INSTITUTE OF STEEL CONSTRUCTION, (A15C) 41TH EDITION.
<br />*DE-5167N SPECIFICATION FOR Llr7HT METAL PLATE 0014NECTED HOOD TRUSSES" BY THE
<br />TRUSS PLATE INSTITUTE TRII-02.
<br />1.2.
<br />DESION :
<br />1.2.1.
<br />Ar-I 3le-02 BUILDIN67 CODE REQUIREMENTS FOR 5TRUI-TURAL CONCRETE
<br />1.2.2.
<br />A.01 530-05, A50E 5/TM5 402-05 4 ACI 530.1-05, A50E 6M-S 602-05
<br />5PEGIFICATION5 FOR MA50NRY 5TRly-TURE5.
<br />1.2.3.
<br />A5TM 0210-01a, 04776-01, AND Cc1O-OI 5PEGIFIGATICN5 FOR MA5ONRYSTRU,_-TURE5
<br />1. 2. 4.
<br />NATIONAL DE-516N SPECIFICATIONS 005) FOR HOOD ::�ON5TRUCTION, 2001 EDITION, AND ALL
<br />AC-GOMPANYIN67 SUPPLEMENTS.
<br />1.2.5.
<br />PLYWOOD DE-516N 5PECIFICATION5 (APA)
<br />1.2.6.
<br />FLORIDA RE51DENTIAL CODE (FRG), FLORIDA BUILDIN5 CODE "C), 2004 EDITION,
<br />(INCLUDIN& 2006 SUPPLEMENT).
<br />1.5.
<br />SHOF
<br />PRAV41 NOS:
<br />1.3.1.
<br />THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DE516N PLANS BY OTHERS
<br />DURINO THE PREPARATION OF SHOP DRAHING75 WITHOUT WRITTEN APPROVAL FROM
<br />THE ENC71NEER OF RECORD.
<br />1.3.2.
<br />ALL SHOP DRANIN55 ARE TO BE SUBMITTED TO THE =-NC71NEER OF RECORD PRIOR TO
<br />THE GOMMEENGEt-`IENT OF CONSTRUCTION.
<br />ALL ROOF AND FLOOR TRUSS SHOP ORAHIN65 ARETO BE 516NED AND SEALED BY A
<br />FLA. RE67. PE. AND SHALL INCLUDE . DRAHIN66 AND CALCULATIONS, REACTIONS AND
<br />BEARIN67 POINTS, BRACINO REQUIREMENTS, AND WfOIEGTION5 TO
<br />5UPPORTINO TRU55 1-1EMBERS.
<br />1.4.
<br />OENERAL BUILDINO NOTES:
<br />1.4.1.
<br />OCCUPANCY GLA55IFIGATON RESIDENTIAL, &ROUP R-3
<br />1.4.2.
<br />BUILDIN& HEIC+rr IN F15ET it NUMBER OF 5TORIE-5 = � 60'0", 2-STORY
<br />2. DESION LOADS
<br />2.1.
<br />DEAD LOA]--)S :
<br />2.1.1.
<br />UNIT HEIrzHT OF SOIL, COMPACTED 120 PCF
<br />2.1.2.
<br />UNIT HEI&HT OF REINFORCED CONCRETE 150 POF
<br />2.1.3.
<br />UNIT HEIISHT OF &" C.M.U. BLOCK 55 P5F
<br />2.1.4.
<br />15T FLOOR 5UPERIMP05ED LOAD 20 P5F
<br />2.1.5.
<br />UNIT HEI&HT OF 2x4 PARTITION WALLS: 11 P5F
<br />2.1.6.
<br />UNIT HEIC+rr OF 2xb BEARIN& WALLS: 12 PSF
<br />2.1.1.
<br />BALCONIES t DECKS 15 P5F
<br />2. 1.
<br />TILE ROOF
<br />TOP CHORD 15 P5F
<br />130TTOM CHORD: 10 PSF
<br />2. 1. cl.
<br />SHINGLE ROOF
<br />TOP CHORD 7 P5F
<br />50TTOM CHORD 10 P5F
<br />2.1.10.
<br />FLOOR TRUSSES 15
<br />2.2.
<br />LIVE
<br />LOADS:
<br />2.2.1.
<br />51DEHALK AND DRIVEWAY LOAD 250 P5F
<br />2.2.2.
<br />C7ARAC-A-= LOADS -. 40 P5F
<br />2.2.3.
<br />PARTITIONED ROOMS. 40 P5F
<br />2.2.4.
<br />BALCONY AND DECKS: 60 P5F
<br />2.2.5.
<br />STAIRWAYS AND LANDINeG - 40 P5F
<br />2.2.6.
<br />2.2-1.
<br />FLOOR TRUSS
<br />TOP CHORD MINIMUM 40 P5F
<br />2. 2. a.
<br />ROOF TRU55
<br />TOP CHORD MINIMUM 20 P5F
<br />BOTTOM C+IORV (H/O 5TORA6E) 10 P5F (NON-CONCA)RRENT)
<br />2.
<br />RAILINO LOADS :
<br />2.5.1.
<br />ALL RAILIN& AND 67UARD RAIL SY5TEM�S ARE To BE- DE516NED To WITHSTAND A
<br />CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
<br />DIRECTION ON THE RAILIN67.
<br />2.3.2.
<br />ALL RAILIN& AND OUARD RAIL SYSTEM'S ARE To BE DE-51ONED To WITHSTAND A
<br />HORIZONTAL LOAD OF 50 PLF ON THE 6UARVRAIL AND A SIMULTANEOUS LOAD
<br />OF 100 PLF APPLIED VERTICALLY DOWNWARD AT T1-fE TOP OF THE 6UARDRAIL
<br />2.3.5.
<br />C-AJARDRAIL SYSTEM SHALL BE DE516NED TO WITHSTAND 2001b CONCENTRATED
<br />HORIZONTAL LOAD APPLIED ON 1 50. FT. AT ANY POINT IN THE SYSTEM.
<br />2.3.4.
<br />23.1, 2.3-2 * 233. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH
<br />SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE ME�ER COMPONENTS.
<br />2.4.
<br />HIND
<br />LOADS :
<br />2.4.1.
<br />HIND DE516N To BE CONDUCTED IN ACCORDANCE WITH SECT. R-301 OF THE FRO
<br />2004 EDITION H/ 2006 SUPPLEMENT, AND CONDUCTED BASED ON A I lq.q MPH, 5
<br />SECOND 6U5T, EXPOSURE 'C', IMPORTANCE FACTOR -I" = 1.0. ENCLOSED BOILDIN6
<br />2.4.2.
<br />NET UPLIFT DEAD LOADS - 10 P5F SHIN&LE, 15 P5F --ILE
<br />2.4.3.
<br />HIND LOAD DETERMINATION BASED ON A5GE7-02
<br />2.5.
<br />DEFLEGTIONS .
<br />2.6.1. FLOOR TRU55E5 544ALL LIMIT DEFLECTION TO V-360 TIMES THE 5PAN FOR LIVE LOADS
<br />AND 1/240 TIMES THE SPAN FOR TOTAL LOAD.
<br />DESION METHOD
<br />3.1. LOAD FACTOR DES ION:
<br />3.1.1. T14E LOAD FACTOR DE-516N METHOD WAS USED TO CE51ON
<br />CAST -IN -PLACE CONCRETE SLABS AND FOOTIN65
<br />3. 2. SERVIGE LOAD DESION :
<br />3.2.1. THE SERVICE LOAD DMIrvN METHOD WAS USED TO DE-51ON
<br />MASONRY HALLS AND LINTEL5
<br />INTERIOR AND EXTERIOR WOOD FRAMINC7 ANr, 5HEATHIN5
<br />STAIRS AND FLOOR FRAMIN67
<br />ROOF FRAMIN6, 5FEATHINC7 AND UPLIFT
<br />LOAD GOMBINATION5 FOR LRFD DESIO1\5:
<br />THE FOLLOHINO LOAD COMBINATIONS HERE DE516NED FOR -
<br />TOTAL DL + FLOOR LIL + ROOF LL
<br />TOTAL OL + FLOOR ILL + AL.
<br />TOTAL OL + HL
<br />5.5.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DE516NED TO RESIST THE WORST LOAD
<br />COMBINATION RE5ULTIN67 IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT.
<br />BOTH PARTIAL, FULL, AND ALTERNATIN& SPAN LOADIbe ARE TO BE CORSIDERED.
<br />5. 4. DE51ON ASSUMPTIONS :
<br />3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLE-55
<br />SHOWN OTHEFJ-415E IN THE DESIC714 PLANS.
<br />4. MATERIALS
<br />4.1. REINFORGINO STEEL
<br />4.1.1. REINFORCIN67 STEEL SHALL BE A5TM A615q4 eRADE 40, f`y = 40 K5i
<br />4.1.2. LAP SPLICE SHALL 13E AS FOLLOWS: #5 BAR 25", #4 BAR 20', #5 BAR 15".
<br />4.1.5. ALL DIMENSIONS PERTAININ67 TO THE LOCATION OF REINFORCIN6 ARE TO THE
<br />r,ENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION 15 SHOWN TO THE
<br />FACE OF THE CONCRETE
<br />4.1.4. REINFORCIN67 DETAIL DIMENSIONS ARE OUT TO OUT OF BARS.
<br />4.1.5. REINFORGINIS MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED
<br />YIELD 5TIREN&TH OF THE BAR AND ARE TO BE APPROVED 13Y THE ENOINEER OF
<br />RECORD.
<br />4.1.6. DE-516N COVER REQUIREMENTS.
<br />C-I-P CONCRETE FORMED A&AINST EARTH 5.
<br />0-1-P CONCRETE EXPOSED TO EXTERIOR .2"
<br />G-I-P CONCRETE NOT EXPOSED LV2"
<br />&ROUT FILLED MASONRY -. %4"
<br />4. 1.1. WELDED WIRE FABRIC (WHF): A5TH A165-01
<br />4.1.5. DETAIL REINFORGEME� IN ACCORDANCE WITH ACI 315-LATE5T EDITION.
<br />4. 2. CONCRETE :
<br />4.2.1.
<br />CONCRETE TYPE
<br />MIN. 25 DAY
<br />DE516N Mc)
<br />MODULES OF
<br />ELASTICITY
<br />D ES I IS N (E)
<br />G-1-P CONCRETE (NORMAL HE16ffT)
<br />2�500 Psi
<br />2050 K91
<br />C-1-P CONCRETE (NORMAL WEIISHT) HERNANDO CO. ONLY
<br />5000 PSI
<br />5,122 K91
<br />G_I_P (9ROUT
<br />5,000 Psi
<br />5,122 K91
<br />4.2.2.
<br />CONCRETE SHALL CONSIST OF I" MAXIMUM Ae6RErvATE CONCRETE MIX WITH SLUMP
<br />BETWEEN 6" ANDT' AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
<br />CRITERIA.
<br />4.2.5.
<br />&ROUT SHALL CONSIST OF PEA ROCK 0/&' MAXIMUM A66RE&ATIE) CONCRETE MIX
<br />WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR
<br />ADDITIONAL CRITERIA.
<br />4.2.4.
<br />CONSTRLIC'TION JOINTS HILL BE PERMITTED
<br />4.2.5.
<br />t-`IETHOD OF CONCRETE FORMINC7, PLACEMENT AND CURIN& SHALL BE CONDUCTED IN
<br />ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
<br />4.2.6.
<br />EARTH SUPPORTED 5LA55 (EXCLUDIN6 EXTERIOR WALKWAYS it DRIVEWAYS)
<br />5 1/2' MIN. THICKNE55 HI MIN. REINFORCEMEW OF 6.0 x 6.0 W 1.4 x 1.4 W1,4F 0
<br />MID -DEPTH Of: 5LA8. FIBER f-IIE5H PER DE516N MIX MAY BE USED I.L.O. HHF o
<br />CONTRACTORS DISCRETION.
<br />4.2.1.
<br />CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE K/ ALL
<br />ACI- MCP 2004 STANDARDS.
<br />4.3. GONGRETE MASONRY :
<br />4.5.1.
<br />FILLED CELLS W (1) *5 BAR SHALL 13E LOCATED FUR PLAN.
<br />4.3.2.
<br />LOAD BEARIN& CONCRETE MA50NRY BLOCK SHALL BE A5TM 0010-01, TYPE 11
<br />NON-MO15TURE CONTROLLED.
<br />4.5.5.
<br />ALL CELLS I CAVITIES BELOW CARADE HILL BE FILLED W/ CONCRETE IN ALL
<br />STEM WALLS.
<br />4.5.4.
<br />THE A66RE67ATE STREN&TH OF THE BLOCK AND MORTAR SHALL 13E Fh = 1,500 P51
<br />MINIt-W.
<br />4.3.5.
<br />1-� D OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE
<br />CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED.
<br />4.5.6.
<br />MORTAR SHALL BE TYPE "5" FOR ALL MA5ONRY CONSTRUCTION.
<br />4.4. STRUGTURAL LUMBER :
<br />4.4.1.1.
<br />INTERIOR LOAD BEARI HALL5 SPF, fb = 6-5 P51, E = 1200 Ksl
<br />ALL EXTERIOR FIRAMIN& SPF, flb = (5-5 P51, E = 1200 K51
<br />4.4.1.2.
<br />ALL FRAME KA"5 TO BE CONSTRUCTED USIN& SPF ,
<br />STUD QUALITY OR BETTER
<br />4.4.2.
<br />ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS
<br />SHALL BE APA RATED 5HEATHIN6 EXP I U.N.O.
<br />4.4.5.
<br />ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS 518 FLOORIN& AND
<br />SHEAR KALLS SHALL BE APA RATED 5HEATHIN& EXP I U.N.O.
<br />4.4.4.
<br />IF 055 BOARD 15 TO 13E USED IN PLACE OF PLYWOOD 15 TO HAVE 51MILAR OR
<br />6REATER SECTION PROPERTIES.
<br />4.4.5.
<br />ONLY 5TRI)CTURAL LUM13M TO BE USED FOR AN EXTERM APPLICATION. K0012 IN
<br />CONTACT WITH CONCRETE 15 TO RECEIVE A STANDARD eiRADE PRESSURE TREATIN6.
<br />4. 4. 6.
<br />WHEN PRE ENOINEERED TRU55155 ARE CALLED FOR ON THE PLANS THE
<br />MANUFA4_'TURER 15 TO SUBMIT SHOP DRAKIN66 TO THE EN&INEER OF RECORD.
<br />4.4.1.
<br />DE516N, FABRIGATE AND ERECT WOOD TRUSSES IN ACCORDANCE KITH THE TE516N
<br />SPECIFICATION FOR LIeHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
<br />AN5I/TFI 1-2002, E3051 I - 05
<br />4.4.5.
<br />UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES
<br />SHALL BE PROVIDED AT BEARINO LOCATIONS WITHOUT WOODEN TOP PLATES.
<br />4.4. cl.
<br />ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FIN15H-1/5" STUCCO FINISH PER
<br />A5TM C. 4126, APPLY 3 LAYERS W/ TOTAL THICKNE551/6' OVER METAL LATH. FIRST
<br />2 LAYERS 3/&" THICK EACH. 5RD LAYER I/a' THICK
<br />4.4.10.
<br />INSTALLATION OF EXTERIOR LATHIN67 S FRAMIN& SHALL COMPLY TO A5TM C 1065
<br />PER FLORIDA RESIDENTIAL CODE R7103.6.2
<br />4. 5. FASTENERS AND TIE DOHNS :
<br />4.5.1.
<br />FA5TENER5 AND TIE DOH45 SHALL CONSIST OF BUT ARE NOT LIMITED TO:
<br />SHAPES, AWA-E5, CHANNELS: A5TM A36/3&t-i 01 Fy = 36 K91
<br />ROUND METAL PIPE : A5TM A55-01, 6RAVE B Fy = 55 Ksi
<br />SQUARE METAL TUBIN&: A5TM A500-030, &RAVE 5 Fy = 4&K51
<br />HI&H 5TREN&TH BOLTS. A6TM AZ125-q4
<br />MACHINE BOLTS: &ALVANIZED A57M A507-03
<br />4.5.2.
<br />SHEET METAL A.CZE55ORIEB SHALL CONFORM TO : Fy = 53KSIP41TH 60q0
<br />67ALVANIZED GOATIN& IN ACCORDANCE WITH A5TM A-525-51.
<br />4.5.3.
<br />NAILS SHALL CONSIST OF : COMMON HIRE NAILS WITH MINIMUM DIAMETER AS
<br />FOLLOWS - bd = 0.131", 10d = 0.14a", l2d = 0.14&", l6d = 0.162*.
<br />4.5.4.
<br />ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERM
<br />APPLICATION ARE TO RECEIVE AN ANTI-CORRO51VE COATIN15 BY MANUFACTURER
<br />PRIOR TO INSTALLATION.
<br />4.5.5.
<br />ALL FA5TENER5 AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED
<br />FOR IN THE PLANS ARE A MINIMUM.
<br />4.5.6.
<br />ALL FASTENER TIE DOWNS, BEAM HAN�5ER5, J015T HANi5ER5, AND FLOOR TRUSS
<br />5TRAPPIN& ARE TO BE INSTALLED IN ACI�'ANCE V41TH THE PLANS AND
<br />SPECIFICATIONS.
<br />CONCRETE E43MDEV 'J'130LT5 USED FOP. UPLIFT ARE TO 13E WET SET PRIOR TO
<br />INITIAL SET OF THE CONGRETE� 5PACIN6 AND AL167NMENT ARE TO 13E IN AZCX?RDANGE
<br />WITH THE DE5I&N PLANS, U.N.O. ALTERNATES TO "J' BOLTS ARE NOTED ON PLANS.
<br />4. 5. 8�.
<br />CONCRETE EMBEDDED TIE DOWNS USED FOR TRU55 AND HALL UPLIFT ARE TO 13E
<br />PLACED AROUND EMBEDDED REINFORCIN5 PRIOR TO OR WHILE PLACIN& eROUT.
<br />4. (9. MIGRO-LAM LUMBER:
<br />4.6.1.
<br />MICRO-LAH 5TRE-55 69-AM5 SHALL PROVIDE THE FOLLOWIN6 MINIMUM PROPERTIE5s
<br />E 2,000,000 P51
<br />Fb 2,0150 P51
<br />Ft 1,550 P51
<br />Fc 500 P51 01ERPENDICULAR)
<br />Fc 2,700 (PARALI-EL)
<br />4.1. STEEL:
<br />Fv 2&5 P51
<br />4.7.1.
<br />INSTALLATION Of: ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED
<br />STEEL ERECTOR.
<br />4.7.2.
<br />FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.1.5.0.
<br />SPECIFICATION FOR THE DE516N, FABRICATION, AND ERECTION OF STRUCTURAL
<br />STEEL FOR BUILDINC75".
<br />4.1. 5.
<br />STRUCTURAL STEEL: A6TM A36/36M 01.
<br />4.7.4.
<br />STEEL TL)BINC7- A5TM A500-05a, 6RADE B.
<br />4. 1. 5.
<br />WELDED CONNECTION5v E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16', AH5
<br />CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST.
<br />4.7.6.
<br />WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS PROVIDE WEB STIFFENER
<br />PLATES ON EACH 51M OF THE HE13, OF A THICKNESS EQUAL To BEAM FLAN&E
<br />THICKNESS, LOCATED AT THE CENTER LINE OF THE TU5E COLUMN.
<br />4. 1. -1.
<br />THE STEEL FRAME 15 "NON-51ELF SUPPORTIN6". ADEQUATE TEMPORARY SUPPORT
<br />SHALL BE PROVIDED 13Y THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR
<br />ELEMENTS ARE IN PLACE.
<br />WORST CASE DESIGN FRESSLIRE TAME
<br />BUILDM DATA
<br />WIND SPEED In's MPH
<br />WIND IMPORTANCE FACTOR -- (1w) = 1.0
<br />WIND EXPOSURE -- 'C' (FRC R301)
<br />INTERNAL PIRE&*5URE COEFFICIENT= +/- 0.18 ENCLOSED BLDG)
<br />DESIGN WIND FIRESWRE:
<br />(COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE)
<br />0 END ZONE 15 ONLY WITHIN 5'-0'
<br />OF ALL EXTERIOR BUILDING COFaERS
<br />WINDOWS AND DOORS
<br />11%S MPH, + 363 PSF 48.6 PSF (M)
<br />+ 36.3 PEF/ -353 PSF (INTERIOR) U.N.O.
<br />GARAGE DOORS (V z 120 MPW)
<br />SINGLE �Ixl 42110 PSF / _3L2 PSF
<br />DOUBLE I&x1 +26.4 PSF / -25.4 PSF
<br />NQM-
<br />T14ESE PRESSURES SUPERSEDE ANY AND ALL PRESSURES
<br />LISTED WIT14IN T1416 C"TRIJCTION DOCIJIENT.
<br />4. b. 50IL:
<br />4. b. 1. MINIMUM 501L BEARIN& PRESSURE CAPAIVTY OF 2000 PSF.
<br />4.8.2. ALL SOIL 15 TO BE CLEAN 4 POISONED FOR TERMITES PER FBC 2004, RE51DENTIAL SECTIONS
<br />R520.1, R.320-2, R320-3, it R7704.
<br />TERMITE PROTECTION -
<br />PLANS MUST SPEGIFY T"rPE OF TERMITE TREATMENT
<br />@ Sall Chemical Barrier Method
<br />9 Other trezitment - Must specify proposed method and submit documentation, which
<br />substantiates the proposed method, is an approved termite protection system or method.
<br />IF GHEMIGAL SOIL TERMITE TREATMENT 15 USED
<br />1. F1130 105.11 "A t sicin which identifies tto termite treatIment ovider
<br />and wed ior rg-elrn;�ctr'lon &d treatment contract renewal sholl be Fovicled.
<br />The sign shall be p6sted near the water heoUw or electric, ponel"
<br />2. Condensate and roof downspouts sholl discharge at least
<br />P-O" a" from the building side walls.
<br />5. Irrigotion/sprWer systems Including all risers a-d
<br />spray heads sholl riot be installed r4ithin I'-O"oF the building side wall.
<br />4. F5C R704- To provide for Inspection for termite infestation, between
<br />wall covering cftl final earth 4-ode sholl not be less than 6 inches.
<br />Exception: Point or 6--coratIve cementitiou5 finish less than 5/&'
<br />thick adhered directly to the foundation wall.
<br />5. F5G R5;20.1.1 - Initial treatment sholl be done after all excavation
<br />and backfill 15 complate.
<br />6. F50 R320.12 - Soil disturbed after the Initial trecitment shall be retreated
<br />including spaces boxed or formed.
<br />-1. FBC R320.1-3 - Boxed areas In concrat.-_ floors for subsequent Installation of trcc,
<br />etc., shall be made with permanent metal or plastic forms. Permanent forms must
<br />of a size and depth that will ellmhote the disturbance of soll after the initial treatment.
<br />b. FBC R-320.1.4 - Minimum 6 mil vapor retcrclor must be installed to protect against
<br />rainfall dilution. If rainfall occurs before vapor retorder placement,
<br />retreatment Is required.
<br />q. FE��
<br />wx g2O ong ounclot n
<br />ej.5 e a o;�� a c�m rtcr,?.l f lo perimeter
<br />49cMF a 9
<br />I ep tm
<br />t r mov 04 e lor 50 0
<br />10. FBC R320.1.6 - Soil treatment must be applied under oil exterior concrete
<br />or grade within P-O" of the structure slclbkol Is.
<br />11. F56 F-320.1h - An exterior vertical chemical borri t be Installed ol'ber
<br />after the vertical lborriar is �;Iped, shall 1: retrelEll E'lon. Any soil disturbed
<br />construction Is complate, Includl Iqndpcqp1
<br />IV and
<br />12. FBC R320.1 - All buildings are required to have pre-construr-tion tre<itment.
<br />13. FEIC R520.1 - A certificcrte of compliance mist be issued to the building deportment
<br />by 0 licensed pest control companti before a certificate of occuponcy will be Issued.
<br />TFo certificate; of complicincz sholl-statez *The bullclincl has received a complete
<br />treatment for the prevention of subterroneon termiteS. The treatment is in
<br />accordance with We rules and lows of tK-- Florida Deportment of Agriculture
<br />and Consumer Services'.
<br />14. FBC R3203 - After all work Is completed, loose wood and fill must be removed
<br />from balow and within 1'-0" of the building. This ky-lucloss all grade stakes,
<br />tt/b trop boxes, forms, shoring or other cellulose containing Material.
<br />4.63. 501L 15 TO BE COMPACTED TO q5% MODIFIED PROCTOR AS DEFINED BY
<br />A5TM V 1551-00
<br />NOTE:
<br />IT 15 THE GONTRAGTORS RESPONSIE31LITY TO REVIEN ALL PRANIN05
<br />BEFORE GONSTRUGTION BEOINS. DANSGO ENOINEERINO LLG 15
<br />RESPON51BLE FOR THE STRUGTURAL INTEORITY OF THIS PROJEGT
<br />ONLY. ANY DISGREPANGY BETVIEEN FIELD GONDITIONS, OTHER
<br />DESION PROFESSIONALS'SHOF DRAKNOS, GONTRAGTORS'BUILDINO
<br />METHODS, AND THESE 51ONED AND SEALED DRANIN05 MUST BE
<br />BROUOHT TO THE ATTENTION OF DANSGO ENOINEERINO LLG PRIOR
<br />TO THE COMMENCEMENT OF GON5TRUGTION.
<br />ATTENTIONs CH346AL 04AWeS IN P1RF%E-505#LFRF%WEL_ TREATED P40005
<br />AS OF DECA349M 31ST, 2003, C+ROMATM CAA2PER ARSENATE (OCA-0
<br />PMLL NO LONCAER 19E PRODWED FOR ROSIDOMAL OP. 6e*9RAL 6ONSUMER,
<br />USE. 5EVEIRAL NM 55URE TREATED WOOD ALTEFZM71VES HAVE BEEN
<br />C*MATEV TO REPLAC-E OCA-0. MANY OF THE NEN 55URE TREATED
<br />k400VIS USE C+1EHICALS TRAT ARE CAORRDSIVE TO STEEL. IT 15 THE
<br />C<74TRACTORS RESPONSIBILITY TO VERIFY THE TYPE OF P40CV TREATMENT
<br />AND TO SELEECT APPROPRIATE C41NINECTOR5 THAT RESIST C01ORROSION.
<br />FOR EXA11PLE, A4G-<,,, A60-0* CZA-As OR CA-5 ROQUIRE HOT -DI
<br />&ALVANIZED OR STAINLESS STEEL FASTENERS DOT WDIUM BOIRATE (55Y)
<br />DOES NOT.
<br />REGUIRED SAFETY OLAZINO IN HAZARDOUS LOGATION5
<br />(RE: FRG R305.4)
<br />R30e�0 HUMAN IMPACT LOADS. INDIVIDUAL &LAZED AREAS INICLUDIWO &LASS MIRRORS IN HAZARDOUS
<br />LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R50&.4 SHALL PA55 THE TEST REGUIREMENT5
<br />Of: OP50 16 OFIR, PART 1201 CRITERIA FOR CATE&ORY I OR GATE60RY 11 AS INDICATED IN TABLE R3053
<br />EXCEPTIONS:
<br />1. POL15HED HIRED &LASS FOR USE IN FIRE DOORS AND OTHER FIRE RE515TANT LOCATIONS SHALL
<br />COMPANY WITH AN51 Zq1.I
<br />2. LOUVERED WINDOWS AND JALOU51ES SHALL COMPANY WITH SECTION IZ3O&.2
<br />R30&.4 HAZARDOUS LOCATIONS.
<br />THE FOLLOWIN6 SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF
<br />6LAZIN67;
<br />1. (SLAZIN9 IN 5WIN&ING7 DOORS ]EXCEPT JALOU51E5.
<br />2. OLAZINC7 IN FIXED AND SLIDIN67 PANELS OF 5LIDIN67 DOOR A_cj5EM5LIES AND PANELS IN 5LIDINIS,
<br />AND 51FOLD OL05ET DOOR ASSEMBLIES.
<br />5. &LAZIN67 IN STORM DOORS.
<br />4. &LAZIN& IN ALL UNFRAMED 5HINI51NIS7 DOORS.
<br />5. &LAZIN& IN DOORS AND ENCLOSURES FOR HOT TUBS, NHIRLPOOL5,5AUNA5, STEAM ROOMS,
<br />BATHTUBS, AND SHOWERS. 6LAZIN& IN ANY PART OF A ENJILDIN& HALL ENCIL05IN67 THESE
<br />COMPARTMENTS WHERE THE BOTTOM EXP05ED EDOE OF THE 6LAZINC7 15 LE55 THAN bO INCHES
<br />(1524MM) VERTICALLY ABOVE ANY5TANDIN& OR HALKIN& SURFACE.
<br />6. 6LAZIN6, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE
<br />NEAREST VERTICAL EDISE 15 P41THIN A 24-INOW&IOMM) ARC OF THE DOOR IN A CLOSED P051TION
<br />AND WHOSE BOTTOM EI?6E 15 LE55 THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR KALKINO
<br />SURFACE.
<br />-7. &LAZIN& IN AN INDIVIDUAL FIXED OR OPERA13LE PANEL, OTHER THAN TH05E LOCATIONS
<br />DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOHINC7 CONDITIONS:
<br />1.1 EXPOSED AREA OF AN INDIVIDUAL PANE 6REATER THAN q 5GUARE FEET (0.536 142).
<br />1.2 130TTOM EDC7E LESS THAN la INCHES (45-7 MM) ABOVE THE FLOOR.
<br />'73 TOP ED&E 6REATEIR THAN 36 INCHES M14 MM) ABOVE THE FLOOR.
<br />7.4 ONE OR MORE HALKIN& 5URFACE5 WITHIN 36 INCHES M14 MM) HORIZONTALLY OF THE
<br />C7LAZIW9.
<br />b. ALL a-AZIN6 IN RAILINe6 REC7ARDLE55 OF AN AREA OR HEI(5+lT ABOVE KALKINC7 SURFACE.
<br />INCLUDED ARE 5TRLk' TUR-AL BALUSTER PANELS AND NON5TRUOTURAL IN FILL-PANEL5.
<br />q. 6LAZIN& IN WALLS AND FE+r_E5 ENCLO51NI67 INDOOR AND OUTDOOR 5HIMMINrz, POOL.5, HOT T1,65
<br />AND SPAS WHERE THE BOTTOM EDIS`E OF THE &LAZINC715 LE-55 THAN 60 INCHES (1524 MM) A13OVE A
<br />HALKIN& SURFACE AND WITHIN &0 INCHES (1524 MM ) HORIZONTALLY OF THE HATER5 ED(5E. TH15
<br />SHALL APPLY TO 5INC-LE 6LAZIN5 AND ALL PANES IN MULTIPLE OLAZIN67.
<br />10. 6LAZINC7 ADJACENT TO STAIRWAYS, LANDIN66, AND RAMPS WITHIN 36 INCHES M14 MM)
<br />HORIZONTALLY OF A HALKIN& SURFACE P44EN THE EXP05W 5URFAj_'E OF THE OLA55 15 LE-55 THAN
<br />60 INCHES (1524 MM) AEk7vE THE PLANE OF THE ADJACENT HALKIN& SURFACE.
<br />11. C7LAZINE7 ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM
<br />TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE 67LA55 15 LE55
<br />THAN 60 INCHES (1524 MM) A50VE THE N05E OF THE TREAD.
<br />EXCEPTION. THE FOLLOHIN9 PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS
<br />LOGATIOW-7:
<br />1. OPENIN66 IN DOORS THROWM WHICH A 5-INOWT& MM) SPHERE 15 UNABLE TO PASS.
<br />2. DECORATIVE &LA55 IN ITEMS 1, & OR'7.
<br />3. &LAZINC, IN SECTION R30e�A ITEM 6, HI -EN THERE 15 AN INTERVENINO HALL OR OTHER PERMANENT
<br />BARRIER BETWEEN THE DOOR AND THE OLAZINO.
<br />4. &LAZIN& IN SECTION R 30b.4, ITEM 6, IN KNLL5 PERPENDICULAR TO THE PLANE OF THE DOOR IN A
<br />GL05ED P051TION OR WHERE ACCESS THIROU&H THE DOOR 15 TO A CLOSET OR STORAISE AREA 3
<br />FEET (0114 " OR LE55 IN DEPTH. 6LAZIN6 IN THESE APPLICATIONS SHALL COMPANY WITH
<br />SECTION R30e�.4, ITEM -7.
<br />5. 67LAZIN67 IN SECTION R30&.4, ITEMS -7 AND 10, WHEN A PROTECTIVE BAR 15 INSTALLED ON THESE
<br />ACCESSIBLE 5IDE(5) OF THE eLAziisle 36 INCHE5:t 2 INCHES M14 ± MM 51 MM) A50VE THE FLOOR -
<br />THE BAR SHALL BE CAPABLE OF HITI-15TANDIN67 A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR
<br />FOOT KC7/M) WITHOUT GONTACTINO THE (9LA55 AND BE A MINIMUM OF 0� INCHES (36 MM) IN
<br />HE16HT.
<br />6. OUT50ARD PANES IN IN5ULATIN67 67LA55 UNITS AND OTHER MULTIPLE r7LAZED PANELS IN SECTION
<br />R30&4, ITEM7, WHEN THE BOTTOM EV615 OF THE r7LA55 15 25 FEET (7620 MM) OR MORE ABOVE
<br />6RAVE, A ROOF, WALKIN6 SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DE6REE5 (03q RAD) OF
<br />HORIZONTAL] SURFACE ADJACENT TO THE 6LA_% EXTERIOR
<br />1. LOVVEIZED WMOH5 AND JALOU51E-5 COMPLYIN& WITH THE REQUIREMENTS OF SECTION
<br />R3052.
<br />6. MIRRORS AND OTHER &LA56 PANELS MOUNTED OR R440 ON A 5URFAGE THAT PROVIDES A
<br />CONTINUOUS BAGKIN67 SUPPORT.
<br />cl. SAFETY 6LAZIN5 IN SECTION R305A ITEI-15 10 AND 11 15 NOT REQUIRED P+L=RE-.
<br />q.1 THE 51DE OF STAIRWAY, LANDIN67 OR RAMP HAS A C-AJARDIRAIL OR HANDRAIL, INGLUDINC7
<br />BALL15TERS OR IN -FILL PANELS, COMPLYIN5;141TH THE PREVISIONS OF SECTION 1012 AND
<br />1601.1 OF THE FLORIDA BUILDIN& CODE, BUILDIN6, AND
<br />q-2 THE PLANE OF THE CA-A55 15 6REATER THEN 18 INCHES (45-T MM) FROM T14E RAILIN6.
<br />GLASS BLOCK INSTALLATION PORFORMED IN AiCCORDANCE WITH FRC_ / F5C
<br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
<br />AT LEAST 2 HOURS BEFORE PLACING MORTAR
<br />5) ADHERE EXPANSION STRIPS TO JAM56 AND HEAD. MAKE CERTAIN EXPANSION STRIP
<br />EXTENDS TO $ILL.
<br />C) SET A FULL MORTAR BED JOINT, APPLIED TO $ILL.
<br />D) SET LOWER COURSE OF BLOCK MAINTAIN A UNIFORM JOINT WIDTH OF 3/8' PLUS OR MINUS
<br />1/8'. ALL MORTAR JOINT$ MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
<br />TYPE VOR V. STEEL TOOLS MUST NOT BE USED TO TAP BLOCK$ INTO "ITION. (PLACE
<br />A RUBBER CFAJTC44 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 T44E LOWER
<br />COURSE$ TO PREVENT T14E MORTAR FROM 5EI14G 'SOMEEZED' OUT.
<br />E) INSTALL PANEL REINFORCING IN EVERY OT14ER MORTAR BED HORIZONTALLY AND IN JOINTS
<br />IMMEDIATELY A50VE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
<br />$14ALL APPLY TO PANEL ANCHOR$ WHEN USED AT JAM56 AND HEADS IN LIEU OF CHANNEL
<br />OR CHASE SURRaMSd " REWORCING CONTINUOUSLY FROM END TO END OF PANELS.
<br />LAP REINFORCING NOT LESS T14AN & INCHES WHENEVER IT IS NECESSARY TO USE MOIRE
<br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
<br />REINFORCING AS FOLLOU&
<br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
<br />4 PRESS PANEL REINFORCING INTO PLACE.
<br />0 COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
<br />SMOOTH. DO NO FURROW.
<br />F) PLACE FULL MORTAR BED FOR JOINT$ NOT REWIRING PA14EL REINFORCING - Do NOT
<br />FUR4WWL MAINTAIN INFORM JOINT WIDTH.
<br />G) SET SUCCEEDING COURSE OF BLOCK$. SPACE AT HEAD OF PANEL AND JAM56 MUST
<br />REMAIN FREE OF MORTAR
<br />W) STRIKE JOINTS SMOOTH WHILE MORTAR 16 STILL PLASTIC AND BEFORE FINAL SET. AT THIS
<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EaJAL TO THE WIDTH OF THE
<br />SPACES REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
<br />TOOL JOINT$ SMOOTH AND CONCAVE, 56-OW MORTAR TAKES FINAL SET. (REMOVE
<br />WEDGES FROM LOWER COURSE$ OF SOLID BLOCKS 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 T14E FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
<br />MANLIFACTUIRER'S APPLICATION MANUAL AND INSTRUCTIONS.
<br />K) A MAXIM01 OF 60 SWARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
<br />FOR WIND SPEED$ UP To 110 MFI-4t, PER PITT55URG COIRNIWG RECOMMENDATIONS FOR
<br />INSTALLATION OF GLASS BLOCK
<br />EXPANSION STRIP
<br />20 !@a. PANEL
<br />NIEL
<br />ANC�4OR
<br />E><PANSION
<br />S !@a. PANEL
<br />000--,�-114'
<br />0!��5OLT (2 PER
<br />E
<br />REINFORCING
<br />ANC440R)
<br />(EVERY
<br />OT�4ER
<br />EXPANSION STRIP
<br />MIN. LAP SPL ICE
<br />. . . . . . . . . .
<br />111 REINFORCING
<br />PANEL
<br />6' MIN. LAP
<br />SPLICE
<br />NOTE:
<br />SEE GLASS 5LOCK
<br />oo SEALANT INSTALLATION NOTES.
<br />GLA55 5LOC:K DETAIL
<br />:(110 mph FASTEST WIND z 130 mph, 3 SEC. GUST. FRC TABLE R3012.13)
<br />(110 mIoh FASTEST WIND z 130 mph, 3 SEC. GUST. F5C TABLE IbObJkJ)
<br />IDANSCO
<br />Fd
<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.danscoengineedng.com
<br />CA 25948
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<br />TO THE BEST OF THE ENGINEERS KNOWLEDGE AND
<br />BELIEF, THE STRUCTURAL PLANS AND SPEECIFICATIONS
<br />COMPLY WITH THE FLORIDA RESIDENTIAL BUILDING
<br />CODE, SECTION R301 FOR 119.9 MPH, 3 SEC. GUST,
<br />EXPOSURE -C EMLOW (INTERNAL PRESSURE
<br />COEFFICIENT = ±0.181 WIND 1014E P0114 EDITION,
<br />INCLUDING 2Mb & 2006 SUPPLEMENTS1.
<br />THIS ORAVANG AND DESIGN 6 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 />02007-THESE DRAWINGS AND DESIGNS ARE THE JOINT
<br />PROPERTY OF DANSCO ENGINEERING, LLC AND THE
<br />CLIENT ON THIS PROJECT. MY REPRODUCTION OR
<br />UNAUTHORIZED USE IS PROFNWED.
<br />REVISION:
<br />DATE
<br />DESCRIPTION
<br />VERSION NO. 1.00 / 06.14.07
<br />SAMUEL A. GREENBERG,
<br />P.E. #34245
<br />E] THUY H. HUYNH,
<br />P.E. #60122
<br />IRWIN J. BENSON,
<br />P.E. #49758
<br />ANDREW D. HAROLD,
<br />P.E. #66715
<br />:ENAGINSEAL
<br />E 5 2008'
<br />I
<br />TITLE:
<br />S^TTLO,�kt'�,,kQTES
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<br />SHEET IINI`604AT1614%
<br />JOB NO.: �71D��7.
<br />DATE ISSUED: 0��-07
<br />DRAWN BY:
<br />REVIEWED BY: DZ
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