|
SPEC, IFI CATI ONS
<br />1. GONSTRUCTION
<br />1. 1. 1. AGI 51k5-05 BUILDIN(E7 CODE REOUIREMENT,_�- FOR 'STRUr-TURAL CONCRETE
<br />1. 1.2. AC�l 530-05, A5GE 5/TMS 402-05 � ACI 530.1-05, A5CE b/TM5 602-05
<br />-3PEC,IFI(_-ATION5 FOR MASONRY STRUCTURES-
<br />1. 1. 3. A5TI-1 C�270-04, C4-76)-G2, AND CqO-01 3-PEGIFICATION5 FOR MASONRY STRUCTURES
<br />1. 1. 4� NATIONAL DESIGN ePECIFIC�ATION5 (NDS) FOR HOOD (_-ON5TRILJ�TION,2005 EDITION, AND ALL
<br />AG(_OMPAN`T'IN5 SUPPLEMENTS.
<br />1. 1.5. FLORIDA RESIDENTIAL GOPE (FRG), FLORIDA BUILDIN& GODE �'FBG), 200-1 EDITION,
<br />(INCLUDINe 20C)q SUPPLEMENT)
<br />1.6. "M/�%NUAL OF STEEL CONSTRUCTION, ALLON4,5LE 5TRES5 IDE516N", BY THE AMERICAN
<br />INSTITUTE OF STEEL GONSTRUGTION, (A15C,) -ITH EDITION.
<br />1. 1. -7. "DESIGN SFECIFIGATION FOR LIGHT METAL PLATE GONNEGTED NOOD TRUSSES" BY THE
<br />TRU55 PLATE INSTITUTE TFI 1-02.
<br />I. I. FLORIDA FIRE PREVENTION CODE (FFFC, 200-7)
<br />2. DESIGN :
<br />1. 2. 1.
<br />AC,I 512-05 BUILDING CODE PEOUIREMENT5 FOR ��-TRUGTURAL CONGRETE
<br />1- 2-2.
<br />A0 530-05, A5CE 5/TMS 402-05 6 ACI 5�0.1-05, A5GE b/Tl`,I�� 602-05
<br />5PEr_1FIC4TI0N5 FOR MASONRY 5TRU(,'�TUP�S_
<br />1. 2. �3.
<br />A5TM C210-04, (�4_7b-02, ANE�, C010-01 5FECIFICATION!�, FOR MASONRY STRUCTURES
<br />1. 2. 4.
<br />NATIONAL DESIGN SPECIFICATIONS (NDS) FOR HCOP GON5TRUCTION, 2005 EDITION, AND ALL
<br />ACL,.��)MPANYIN(:-:;, SUPPLEMENTS.
<br />1. 2.5.
<br />FLTHOC)D DESIGN 5PECIFICATION5 (APA)
<br />1. 2. b.
<br />FLORIDA RESIDENTIAL C-OPE (FRG), FLOP-IDA BUILDING GODE (FE3C), 20o-7 EDITION,
<br />(INC,LL)PIN0 20C)q 51UPPLEMENT)
<br />1.5. SHOP
<br />DRANIN05 :
<br />1. 5� 1.
<br />THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS
<br />DURING THE PREPARATION OF SHOP DRAKINGS HITHOUT HRITTEN APPROVAL FROM
<br />THE ENGINEER OF RECORD.
<br />1. 5. 2�
<br />ALL SHOP DRA"ING5 ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO
<br />THE C,OM�-IENC,EMENT OF GCN5TRU('_�TION.
<br />1.5.5.
<br />ALL ROOF AND FLOOR TRUSS SHOP DFAHIN05 ARE TO BE 51ONED AND SEALED BY A
<br />FLA. PEG. RE. AND SHALL INCLUDE : PRAf-YINI&S AND GALGULATIONS, REACTIONS AND
<br />BEAPIN& POINTS, BRA('�INO REGUIREMENT5, AND GONNECTION5 TO
<br />SUPPORTING TRUSS MEMBERS.
<br />1.4. GENERAL BUILDING NOTES
<br />1. 4. 1. OC-CUPANGY r-LA551FIGATON RESIDENTIAL, GROUP R-3
<br />1.4.2. BUILDINO HEIC::,HT IN FEET 4 NUMBER OF STORIES = < bOl-O", 2-STORY
<br />1.4.3. TYPE OF CONSTRUC-TION: VE3
<br />1. 4.4. PAPT�' NALLS SHALL PROVIDE NOT LE55 THAN A 2-HOUR FIRE RESI�)TANGE RATING.
<br />PLUMBING, PIPING, DUCTS ELECTRICAL OF, OTHER BUILDINO SERVICES SHALL NOT BE
<br />INSTALLED NITHIN OR, THROUGH THE 2-HOUR V4ALL UNLE55 SUCH MATERIALS AND METHOL.)5
<br />OF PENETRATI(_-)N HA,,/E BEEN TE5TEF,) IN ACGOIRDANGE HITH FE3G 200-1, 5EGTION -705.
<br />2. DESIGN LOADS
<br />2. 1. DEAD LOADS
<br />2. 1. 1.
<br />UNIT HEIGHT OF SOIL, GO"PACTEP : 120 PGF
<br />2. 1. 2.
<br />UNIT HEIGHT OF REINFORCED GONGRETE 150 PGF
<br />2. 1. 5.
<br />UNIT NEIGHT OF E5" C�.M.U. BLOC< 55 PSF
<br />2. 1. 4.
<br />15T FLOOR SUPERIMP05ED LOAD 20 P!�)F
<br />2. 1.5.
<br />UNIT HEIGHT OF 2x4 PARTITION HALLS 11 P5F
<br />2. 1.6.
<br />UNIT HE15HT OF 2xb BEARING HALLS 12 PSF
<br />2. 1. -7.
<br />DALGONIE5 � DEG<5 15 P5F
<br />2. 1, _�5.
<br />TILE ROOF
<br />TOP GHORD 15 P5F
<br />E30TTOt-I CHORD 10 P5F
<br />2. 1. ci-
<br />SHINGLE ROOF
<br />TOP GHORD -7 1
<br />5OTTO1`-1 CHORD G, F5F
<br />2. 1.10.
<br />FLOOR TRUSSES 15
<br />2.
<br />2. LIVE
<br />LOADS :
<br />2. 2. 1.
<br />51DEHAL< AND DRIVEHAY LOAD 250 FSF
<br />2. 2.2.
<br />GARAGE LOADS ; 40 PSF
<br />2.2.5.
<br />PARTITIONED ROOM5 40 PEF
<br />2. 2. 4.
<br />BALGONY AND DEG<E) 60 PSF
<br />2.2. 5.
<br />STAIRNA-r'5 AND LANPING,5 40 P5F
<br />2. 2. b�
<br />2.2.-7.
<br />FLOOR TRU55
<br />TOP CHORD MINIMUM 40 PSF
<br />2. 2. e,.
<br />ROOF TPJ55
<br />TOF C-HORD MINIMUM 20 PSF
<br />E30TTOM CHORD (1-1/0 5TORAOE) 10 FSF (NON-GONGURRENT)
<br />2.
<br />RAILING LOADS :
<br />2. 3. 1.
<br />ALL RAILINO AND G,71JARD RAIL SYSTEI ARE TO BE DE51ONED TO NITH5TAND A
<br />C,ON(:�ENTRATEP LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY
<br />DIRECTION ON THE RAILING5.
<br />2. 3. 2.
<br />ALL RAILING AND GUARD RAIL 5Y5TEM'5 ARE TO BE DESIGNED TO HiTHSTAND A
<br />HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD
<br />OF 00 PLF APPLIED VERTIGALLT' DONNHARE) AT THE TOP OF THE OUAPL,�RAIL
<br />2. 3. 3.
<br />GUARDRAIL SYSTEM SHALL BE DESIGNED TO HITHSTAND 2001b GONGENTRA�__D
<br />HORIZONTAL LOA[) APPLIED ON 1 50. FT. AT ANY POINT IN THE SYSTEM.
<br />2. 3.4.
<br />2.3.1., 2.3.2 $ 2.3.3. ARE NOT REOUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EAGH
<br />SHALL BE AFFLIED TO PRODUCE THE MAXI1`-IUM STRE55E5 IN THE MEMBER GOMPONENT5.
<br />2.4.
<br />NIND
<br />LOADS :
<br />2.4. 1.
<br />HIND DESIGN TO BE CONDUCTED IN ACCORDANCE HITH SECT. R501 OF THE FRG 200-7
<br />EDITION (INGLUDING, 200ci SUPPLEMENT), AND C�ONDUGTED BASED ON A 120 MPH, 3
<br />5EGOND GUST, EXP05URE "C", IMPORTANCE FACTOR T' = 1.0. ENGL05EP BUILDiN5
<br />2.4. 2.
<br />NET UPLIFT DEAD LOADS - 10 P5F SHINGLE, 15 P5F TILE
<br />2.4. 3.
<br />NINE) LOAD DETER1`-1 I NATION BASED ON A5GE -7-05
<br />2.5.
<br />DEFLEGTIONS :
<br />FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 1/360 TIMES THE SPAN FOR LIVE LOADS
<br />AND 1/240 TIMES THE SPAN FOP, TOTAL LOAD.
<br />3.
<br />DESIG7N
<br />METHOD
<br />LOAD FAGTOR DESIGN
<br />5. 1. 1.
<br />THE LOAD FACTOR DE51GN METHOD kA5 _15ED TO DEc5IGN
<br />GAST-IN-PLACE CONCRETE SLAE35 AND FOOTINGS
<br />SERVIGE LOAD DE51ON
<br />3.2. 1.
<br />THE 5ERVIGE LOAD DESIGN METHOD NA5 L5EP TO DESIGN
<br />MASONRY HALLS AND LINTEL5
<br />INTERIOR AND EXTERIOR HOOD FRAl'-1INC, AND SHEATHING
<br />STAIRS AND FLOOR FRAMING
<br />ROOF FRAMING, 5HEATHINS AND UPLIFT
<br />E3.
<br />3. LOAD GOME31NATIONS FOR LRFD DE51 GN5
<br />3.3. 1. THE FOLLOI,-�ING LOAD COMBINATIONS HERE DESIGNED FOR
<br />TOTAL DL + FLOOR LL + ROOF ILL
<br />TOTAL DL + FLOOR, LL � HL
<br />TOTAL DL + HIL
<br />3. 3� 2. ALL ROOF AND FLOOR TRUSSES SHALL BE PESIGNED TO RESIST THE HORST LOAD
<br />,��OMDINATION RESULTING IN THE MAXIMUM 5TFE55E5 PLACED ON THAT COMPONENT.
<br />E30TH FARTIAL, FULL, AND ALTERNATING SPAN ARE TO BE CION51DERED.
<br />4. DESIGN ASSUMPTIONS :
<br />3.4. 1. ALL FOUNDATIONS ARE CENTERED UNDER ��,UPPORTEP COLUMN5 AND HALLS UNLE55
<br />SHOAN OTHERN15E IN THE DE5iON PLANS.
<br />MATERIALS
<br />4. 1. REINFORCING STEEL
<br />4. 1. 1 � REINFORCINO STEEL SHALL BE ASTM A61�--04o GRADE 401, f'y = 40 K5i
<br />4. 1. 2. LAP SFLI,��E SHALL BE AS FOLLOhS: #5 FAR 25", #4 BAR 20", #3 BAR 15".
<br />4. 1- 3. ALL DIMENSIONS PERTAINING TO THE LOCA.TION OF REINFORCING- ARE TO THE
<br />CENTERLINE OF EACH BAR EXCEPT "HERE THE _'OVER DIMENSION 15 SHOHN TO THE
<br />FACE OF THE GONGRETE.
<br />4. 1. 4. REINFORGINC7 DETAIL DIMENSIONS ARE OUT TO OUT OF EARS.
<br />4. I� 5. REINFORCING MECHANIGAL GOUPLER5 ARE TO DEVELOP 125 % OF: THE REOUIRED
<br />YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED E3-'r THE ENGINEER OF
<br />RECORD.
<br />4. 1. DESIGN COVER REGUiREMENTS
<br />C-I-F CONCRETE FORMED AGAN5T EARTH 51,
<br />G-I-F CONGRETE EXPOSED TO EXTERIOR 21,
<br />C-I-P CONCRETE NOT EXPOSED
<br />:,POUT FILLED MASONRY 3/4
<br />4. 1. HELPED HiPE FABRIG MkF): A5TM A105-01
<br />4.1.5. DETAIL FEINFORCEIAENT IN ACGORPANCE NITH ACI 55-LATE5T EDITION.
<br />4.2. CONGRETE :
<br />4. 2. 1.
<br />GONC�RETE T1 PE
<br />MIN. 2,P; DAY
<br />DE5IGN (f'c,)
<br />MODULE�-� OF
<br />ELA��Tlr_H r
<br />DE51ON (E)
<br />CONCRETE (NOP"AL NEI(_-HT)
<br />21,500 P5i
<br />C-I-PCONCPETE (NOR�,IAL NElk�7HT) HERNANDO CO. ONLT-
<br />3,000 F5i
<br />5,122 r-5i
<br />G-1-F C-_ROUT
<br />3 00G) Psi
<br />3,1 2'�) K,5 i
<br />4.2.2. GONGFIETE SHALL CONSIST OF I" MAXIMUM AOGREC�ATE CONC�RETE MIX NITH 51-P-1p
<br />BETAEEN 6" AND -V AT TIME OF PLAGEMENT. 5EE SPECIFICATIONS For, ADDITIONAL
<br />C,RITERIA.
<br />4.2.3. GROUT SHALL C-ON51ST OF PEA ROG< (5/_5" MAXIMUM AeGREG7ATE) (_C,N(�RETE MIX
<br />NITH �-)LDMP BETNEEN 5" AND 10" AT TIME OF PLACEMENT. SEE 1_)FEC,1FICATION'3 FOR
<br />ADDITIONAL CRITERIA.
<br />4-2.4. C,ON5TRUCTION JOINT5 1LL BE FEFMITTEP
<br />4.2.5. METHOD OF CONCRETE FOF-IMIN�, FLA(SEMENT AND CURINe �-_,HALL BE CONDUCTED IN
<br />ACCORDANGE NITH THE SPECIFICATION5 AS STATED.
<br />4. 2. EARTH t�)IUFPC)f��TED SLAE35 (EXCLUDING EXTERIOR i-4AL<HArS I
<br />3 112" MIN. THICKNES5 H/ MIN. `�_EINFORCEMENT OF 6.0 x b.0 H/ 1.4 x 1.4 W�F
<br />IN TOP 1-112" OF SLAB. FIBER Y�E511 PER E-)Ec_-IGN MIX MA_r BE UE)ED I.L.C. -il-F 9
<br />CONTRACTORS E)15'-RETION.
<br />4.2.-1. (-�ONGRETE FLA��EMENT PRAGT;GE5 SHALL BE IN AC�CORDANLE H/ ALL
<br />,LGI- MCP 2004 STANDARDS.
<br />4.5. CONCRETE MASONR"r :
<br />4.5. 1.
<br />FILLED GELL5 1-11 (1) #5 DAR SHALL BE LOGATED PER PLAN.
<br />4.5.2.
<br />LOAD BEARINC� C�ONCRETE MASONRY BLOC< SHALL BE A5TM CGIO-Oi, TI'FE 11
<br />NON-t-1015TURE CONTROLLED.
<br />4. 5. 3.
<br />ALL GELL5 � GAViTIE5 BELOh C-RADE HILL BE FILLED H/ CONCRETE IN ALL
<br />'STEM HALLS.
<br />4. 5. 4.
<br />THE AGGREGATE STRENGTH OF THE BLOG< AND MORTAR SHALL BE F'm = 1,500 P51
<br />MINIMUM.
<br />4. 5. 5.
<br />METHOD OF GONCRETE MASONRY PLAGEHENT AND CON5TRUG71GN SHALL BE
<br />C,C)N1__)UCwTEF_) IN AGGORDANGE NITH THE SPEGIFICATION5 AS '3TATEP.
<br />4.3.6.
<br />MORTAR SHALL BE TYPE S" FOR ALL MA50NR'I' CONSTRUCTION.
<br />4. 3.-7.
<br />MASONRY ROUG7H OPENING MAT' /ARY IN THE SECTION DIMENSION OR ELEvATI_-)N
<br />DIMENSION SPECIFIED ON THE APPROVED PLANS FROM -114" TO +112" PER SECTION FbOb.13
<br />4.4. STRUGTURAL
<br />LUMBER :
<br />4. 4. 1. 1.
<br />INTERIOR LOAD BEARINO HALLS 5PF, Fib = 6-75 P51, E = 1200 K51
<br />ALL EXTERIOR FRAMING 5fF:, Fb � 6-75 PSI, E = 1200 <5i
<br />4.4. 1.2.
<br />ALL FRAME HALLS TO BE CONSTRUCTED USING SPF
<br />STUD OUALITT' OR BETTER
<br />4.4.2.
<br />ALL FLYNOOP USED FOR EXTERIOR AIPPLICATION5
<br />SHALL BE AFA RATED SHEATHINO EXP I U.N.O.
<br />4.4.3.
<br />ALL FIL'T'NOOD USED FOR INTERIOR APPLIGATION5 5UC.H AS SUB AND
<br />SHEAR NALLS SHALL BE AFA RATED SHEATHING EXF I U.N.O.
<br />4.4. 4.
<br />IF OSE3 E30ARD IS TO BE 1-15ED IN PLAGE OF PLYNGOD 15 To HA\/E 51HILAR OP
<br />GREATER SECTION PROPERTIES.
<br />4- 4. 5,
<br />ONLY 5TRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. HOOD 111',�
<br />CONTACT NITH CONGRETE 15 TO RECEIVE A STANDARD GRADE PRESSURE TPEATNG.
<br />4. 4. b.
<br />HHEN PRE ENGINEERED TRLJ55E�-:� ARE CALLED FOR ON THE FLAN�, TH�
<br />MANUFACTURER 15 TO SUB"IT SHOP PRANING6 TO THE EN51NEER OF RECORD.
<br />4- 4.-7.
<br />DESIGN, FAFRIGATE AND ERECT 1,100D TRUSSES IN ACCORDANGE KITH THE "DESIGN
<br />SPEGIFIGATION FOR LIGHT METAL PLATE CONNEGTEP HOOD TRUSSES" BY THE
<br />ANSI/TPI 1-02, BC,51 I - 05
<br />4. 4.
<br />UNTREATED HOOD SHALL NOT BE IN DIRE(�,T CONTAGT KITH GONCRETE. SEAT PLATES
<br />SHALL BE PROVIDED AT BEARIN& LOGATIOH5 ATHOU1 HOODEN TOP PLATES.
<br />4. 4. q.
<br />ALL EXTERIOR FRAME NALL5 5HALL BE 5TUCGO FINISH- _7/��" STUCCO FINiSH PER
<br />ASTt-1 C_ Ci2b, APPLY 3 LAYERE� N/ TOTAL THIG<NESS OVER METAL LATH. FIRST
<br />2 LAYERS 3/?�" 7HIG< EAGH. 3RD LA'�EP /,r," THICK
<br />4. 4. 10.
<br />INSTALLATION OF EXTERIOR LATHING 4 FRAMIN6 SHALL COMPLY' TO A5TM C, 1065
<br />PEP, FLORIDA RE51DENTIAL GODE R-703.6-2
<br />4.4. 11.
<br />FIELD GLT ENDS, NOTCHES AND DRILLED HOLES OF PRE51ERVATIVELT' TREATED
<br />HOOD SHALL BE TREATED IN THE FIELD IN AGGORDANCE NITH AHPA M -4
<br />4.5. FASTENERS AND TIE DONNS :
<br />4.5. 1.
<br />FASTENERS AND TIE DONNS SHALL CONSIST OF BUT ARE NOT LIMITED TO
<br />5HAFE5, ANGLES, GHANNEL5 : ASTM A56b156M 04 Fy � 56 <5i
<br />ROUND METAL PIPE : A5TM A53-02, GRADE D Fy = 35 <5i
<br />5OUARE METAL TUE31NO AST" A500-05o, GRADE B Fy � 40<5i
<br />HIGH STRENGTH E30LTS AS-I-1 A325-q4
<br />MACHINE BOLTS : GALVANIZED /%5TM A30-7-03
<br />4.5.2.
<br />SHEET METAL AGGE55ORIES SHALL GONFORM TO : Fy = 53K54-41TH (5110
<br />GALVANIZED GOATING IN ACCOPDANCE HITH A5TM A525-3-7.
<br />4.5. 3.
<br />NAILS SHALL GONS15T OF : C)MMON HIRE NAILS HITH MINIMW-1 DIAMETER 4'�S
<br />FOLLOHS : 2,(f� � 0.131", Od = 0.14L�", 12d = 0.14_�5", Ibd � 0.162".
<br />4.5.4.
<br />ALL FASTENERS AND TiE DONN5 EMBEDDED IN (_ONGRETE OR USED IN AN EXTERIOR
<br />APPLICATION ARE TO PECEIVE AN ANTI-C.ORRO51VE COATING B-f MANUFACTURER
<br />PRIOR TO INSTALLATION.
<br />4.5.5.
<br />ALL FASTENERS AND TIE DOV4N5 ARE TO PROVIDE THE UPLIFT CAPAGITi' CALLED
<br />FOR IN THE PLANS ARE A MINIMUM.
<br />4.5.6.
<br />ALL FASTENER TIE DONNE,, BEAM HANGERS, -JOIST HANGERS, AND FLOC)R TRUSS
<br />STRAPPING ARE TO BE INSTALLED IN AC-GORDANCE NITH THE PLANS AND
<br />SPECIFICATIONS.
<br />4.5.-7.
<br />CONCRETE EMBEDDED J BOLTS U15EP FOR UPLIFT ARE TO BE NET SET PRIOR To
<br />INITIAL SET OF THE CeONGRETE, 5PAGIN0 AND ALIGNMENT ARE To BE IN ACCORDANCoE
<br />NITH THE DESIGN PLANS, U-N.O. ALTERNATES TO "-J'' BOLT5 ARE NOTED ON PLANS.
<br />4.5-5.
<br />CONCRETE EMBEDDED TIE DONNS U5ED FOP- TRU55 AND NALL UPLIFT ARE TO BE
<br />PLACEID AROUND EMBEDDED REINFORGING PRIOR TO OR NHILE PLACING (_--ROUT.
<br />4. 6. MIGRO-LAM
<br />LUMBER:
<br />4. 6. 1.
<br />"IGRO-LAM STRESS, GRAPES SHALL PROVIDE THE FOLL01,AING MINT-lUt-I PROPERTIE5:
<br />E 2,000,000 PSI
<br />Fb 2,q5O PSI
<br />Ft I,L-�50 PSI
<br />F r- 500 P51 (PERPENDIGULAR)
<br />F c, 2,700 (PARALLEL)
<br />4.7. STEEL:
<br />Fv 2,55 PE�I
<br />4.7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXFERIENGED, UUALIFIEL-�
<br />STEEL ERECTOR.
<br />4.-7. 2. FABRICATE AND ERECT ALL 3TRU(-TURAL STEEL IN ACCORD/�,N[CeE HITH A.I.,5.6.
<br />"SPEC, IF IC ATION FOR THL DESIGN, FABRIG/6,TION, AND ERECTION OF STRUCTURAL
<br />5TEEL FOR BIJILDINC�,S`.
<br />STRUCTURAL 5TEEL: AST" A3613bM 04.
<br />4.-7. 4. STEEL TIJ15ING: A5TM A50C-C3o, GRADE B.
<br />4. _�. 5. HELPED GONNECTION5: E-70XX ELEGTFOPE5, MINIMUM 51ZE FILLET HELPS 5116", AH5
<br />CERTIFIED HELPERS. GERTIFICATION PAPERS TO BE 5U51`-IITTED UPON IREJUEC-�T
<br />4. -7. b. HHERE STEEL BEAME, ARE CONTINUOUS OVER GOLUMNS, PROVIDE k�EE3 STIFFENER
<br />PLATES ON EACH 5IDE OF THE HEB, OF A THiCKNES5 EOUAL TO E3EAI-,i FLANGE
<br />THIG<NE55, LOGATEE) AT THE (�,ENTER LINE OF THE TUBE GOLUMN.
<br />4.7.-1. THE STEEL FI IS "NON-5ELF SUPPORTING'. ADEOUATE TE"POPARY 5UPPORT
<br />SHALL BE PROVIDED E3Y THE GONTRACTCR UNTIL REGUIRED GONNECTIONE, OR
<br />ELEMENTS ARE IN PLACE.
<br />UJOR5T CA5E C)E51GN 9RE55URE T,45LE
<br />E31JILI)ING E),4TA
<br />WIND -SPEED 120 MPH
<br />WIND IMPORTANCE FACTOR (ILU) = 1.0
<br />WIND EXPOSURE -- 1C, I R301)
<br />INTERNAL PRE55URE COEFFICIENT= +/- 0.18 ENCLOSED BLDG)
<br />[)E5IGN LUINC) PRE55URE:
<br />(COMPONENT AND CLADDING) WORST CASE (10 5F - ENE) ZONE)
<br />0 ENE) ZONE 15 ONLY WITHIN 5'-0'
<br />OF ALL EXTERIOR BUILDING CORNERS
<br />WINDOWS AND DOOR6
<br />120 MPH + 36.3 F16F 48,(o F5F (END)
<br />+ 311 F5F/ -393 F5F (INTERIOR) U.N.C.
<br />GARAGE DOORS (V = 120 MPH)
<br />SINGLE 9xl +21.6 F5F / -31� F5F
<br />DOUBLE I(oxI +26.4 FSF / -2114 P5F
<br />NOTE:
<br />THESE PRE55URE5 SUPERSEDE ANY AND ALL PRESSURES
<br />LISTED WITHIN THIS CONSTRUCTION DOCUMENT.
<br />4.,5. 501 L:
<br />4. e?. 1. MINIMUM '_�,OIL FE4RING, PRESSURE (�APACITY OF 2000 P5F.
<br />4. 2. ALL 501L 15 TO BE CLEAN 6 P015ONED FOR TERMITES PER FBC 200-7, RE31DENTIAL SECTIONS
<br />R-320.1, R:�2(_-;.2, R_3203, 4 R-�04.
<br />TERMITE PROTECTION -
<br />PLANS MUST 5PECIF"r TYPE OF TERMITE TREATMENT
<br />0 noil Cr)ernicol Borrier Me�,thod
<br />0 Other tr ocitry,ent - Must 5 poclfy propo5cd method ind submit documentation, HhiGh
<br />�_,A,5bontiates the proposed method, is on approved torrinito protection system or method.
<br />IF CHEMIGAL SOIL TERMITE TREATMENT 15 USED
<br />1. FBC. 05,11- 'A,, pormononit �,iqn "hiclin idontfle5 the termite, treatment provider and need For
<br />"o-in5poction ond treatment �,ontroct roneAol ,hoil be Provided. The sign 51holl be posted near the
<br />vAotor �oot,_�r- or olectric pon�_-I"
<br />2, �_Iondon5otc �nd rooF dor�n-,pouts shall dl�c_horcje ot eo5t 1'-0" ok4oy From the building side k4olls.
<br />3. irrigotion/,3prink-ler srtem5 includln,3 oil ond spray heads sholl not be in�,�tolled "ithin '-0" of
<br />the buildirL3 side k�cil
<br />4, FBIC fFL7�:D4- To �,ro,,ido f(-)r- in5p�-_�tior) �or- terrrite infeatotion, betiAoon "oil �overinq ond Finol eorth
<br />�ro,Jt! sholl not be le�,5 than -') inches. Except on: Point or- decoroti,,,e cernentitiou�� fini5h less than
<br />dlroctli,I to the founocitior i-joll.
<br />P 3' -10.1.1 IF tre�trrent lc-:, uceol For �-,ubterr3ineon termite or-evertion, the initial 61hernicol soil
<br />t,-e,,tm,nt i,,ij, t�-ie Foundotion per-Irreter c�holl be done oftor oill exr_f�votion, looci ond
<br />r.0mpo_ct!�_-,n !�-, corr�.,Iete.
<br />b. R5.20.1.2 11 soll treotmcnt !,, L)5ed for 5ubterronoon termite prevention, soil area disturbed after
<br />initiol 6herri(-ol ��oll treotment shall bo re-treoted "Ith a chemical 5oil treatment, inc-luding 5por-es
<br />��rxed or Formed.
<br />R:320_1.�_3 IF �,:nil treatment is u5od [or bLbterronoon termilte provention, 5poco in concrete Floors
<br />boxod out or formed For the. 5uo5eqvent Installation of plumbinq trope, drains or any other purpose
<br />5holl be r_-,reoted by u5ing plo5tic or metal permonentli,I olorsed Torm5 of 5uHi_-iont depth to eliminate
<br />ony plonn,_-d t�)il di5i�,)rbonce of ter initial soil -trootmert.
<br />R:�,20.1.4 IF 5oil trectment is used fc)r 5uibterroneon termite prevention, c-hernic,ciliq treated soil shall
<br />be protected "Ith a minimum b mil ,opor r-_torder to protect agoin5t rainfall dil6tion. If rainfall
<br />06_b1_ before. '10por retordor plorernent, rotrootmen . t is required. Any Horli includincl placement of
<br />r _61
<br />linforr-ing �teel, done, ofter --herni(.oI tre-otment until the concrete Floor is poured, 55611 be done in
<br />such manner oe to avoid penl�irotinq or disturbing treated soil.
<br />If �-oil treatment i5 used For 5ubterroneon ter-mito prevention, concrete olerpour or mortor
<br />o(�Lmulated clonq the exterior Foundation perimeter shall be removed prior to exterior chernicol soil
<br />treotment, to enhance ver-tir-ol Penetration of the chernirsoI5.
<br />10. R320.1.& lF �oil trootment is used for -,ubterronoon termite prevention, 6iherricol soil treatments shall
<br />ol�o be opplied under all exterior ��,oncrete or crode "ithin I foot (505 mm) oF tire, primary structure
<br />Also, a vertical chornic,_-�l borrier 5holl be cir,,plled promptly after construction 15 completed,
<br />inr-ludinq Initial or)dccopin and rr1g0tion/5pr-!n1<_Ier installation, Any soil disturbed after the chornic-ol
<br />Ver-HCOJ b0rr-le'r 15 oppliej shall be, promptly retreated.
<br />11, R520.1.-7 IF a reqi5tered termiticido formuloted and r-egistered as a boit system 15 ueed for
<br />subterron�,on termite-, pro,,ention, 5oction5 R320.1.1through R310.1.6 do riot apply; hovevor, o 5ignecl
<br />rsonItroclt. j55urlric� the in5tollation, rrointenjn6o and monitorinji the boiting 5ys orn for a minimum of 5
<br />�orii5 from the issue of the Gortili of Or-cup,on-cy 5holl provided to the building ofFiciol prior
<br />o the pour-ing of the 51ob, 3nd the Ey5tem mu5t be Installed prior to final building approval.
<br />12. FBC_ - Ali bjuildinLj5 ore, rccjuired to hovo pre-construAion treatment.
<br />13. Termite Protection- Ter -mite prote_,tion -31h,�)Il be, provided by reqi5tored ter-miticide5, in6ludincl
<br />5oll oppiled peetiide5, boitincl 5y5terr5 and pe5ticldes oplpliej to �,qood, or other approved mothod5-
<br />of tormit,�, proto(_tion obeled-For u5e o5 a preventative- treatment to nevi con5truotion. See 5e,--tion
<br />202, Regi5tered ter-miticide. Upon completion of the kc.otion of the termite protective treatment,
<br />o Gorfiricote of (�,orrplionr_e 5holl 00 !"suecl to the bl�llrlfln'
<br />.q deportrnont bq the licensed po5t control
<br />c.orrpony that contolnE, the foliovinq 51;otomont: ''The bL.ildinq has rec-eivod a complelte, treatment for
<br />the prevention of subterranean torrnito5, Treatment is in ciccordonce Nitin ruie5 and o"5 e5tobli5hecl
<br />bL4 the Florida Department of and (�on5urrer Servir_05."
<br />14. P320.2 P6-,netrotlon. Protoctive, sloevp_5 around pipin penetrating conr-rete 51ob-on-grode floors
<br />shall not be, of collulo50-contoinirg moterioI5. if soil Yrootmont is used for 5ubterranoon termite
<br />prote(-�t[on, thp- sleeve 51holl hove o maximum k4oll lthickne5s of 0.010 inch. ond be sealed vothin the
<br />non-c-orro5ive- c-lomping dt-vico to eliminototho �nnulor spoce betvQeer the pipo ond the
<br />0�__ ternicid05 shall be applied inside the sloe,,e.
<br />15. P320.3 Cleonrig. Col I� ond covities in rn_��35 -nr unit� and oir gor,5 bet"een brick-, store, or mo5onry
<br />veneers- �:nd the 5tr-Gr-ture shall be op all nonpre5ervo ve, treated or nonnoturolly durable
<br />v�(jod, or other cellulo5e-contoirincj moteriol prior to concrete, placement.
<br />4. E� .5. �_-OIL 15 TO BE COMPACTED TO q5% MODIFIED PROCTOR AS DEFINED BY
<br />ASTM D '55-7-00
<br />K I /-) _F t_-
<br />IT 15 THE C�ONTRACTORS RESPONSIBILIT'T� TO REVIEN ALL DRANINOS
<br />BEFORE CONSTRUGTION BEGINS. DANSCO ENGINEERING LLG 15
<br />RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF TH15 PROJECT
<br />ONLY. ANY DISCREPANG"r BETNEEN FIELD GONDITIONS, OTHER.
<br />DES I GN PROFESSIONALS' SHOP DRANIN55, CONTRAGTOR5'E3UILDINI5
<br />METHODS, AND THESE SIGNED AND SEALED DRANINI55 MUST BE
<br />E3ROU6HT TO THE ATTENTION OF DANSCO ENC-31NEERINC-7 LLG PRIOR
<br />TO THE COMMENGEMENT OF CONSTRUCTION.
<br />ATTENTION: CHEMIGAL GHANOES IN PRE55URE TREATED V40ODS
<br />AS OF DEGEMBER 515T, 2005, GHROMATED GOPPER AR5ENATE (GGA-G)
<br />HILL NO LONGER BE PRODUGED FOR RESIDENTIAL OR OENERAL GONSUMER
<br />USE. SEVERAL NEH PRE55URE TREATED V400D ALTERNATIVES HAVE BEEN
<br />GREATED TO REPLAGE GGA-G. MANY OF THE NEH PRESSURE TREATED
<br />HOODS USE GHEMIGAL5 THAT ARE GORROSIVE TO STEEL. IT 15 THE
<br />GONTRAGTOR'5 RESPONSIBILITY TO VERIFY THE TYPE OF HOOD TREATMENT
<br />AND TO SELEGT APPROPRIATE GONNEGTOR5 THAT RE515T GORRO510N.
<br />FOP, EXAMPLE, AGO-G, AGO-D, GBA-A, OR GA-B REOUIRE HOT -DIPPED
<br />OALVANIZED OR STAINLE55 STEEL FASTENERS. DOT SODIUM BORATE (5BX)
<br />DOES NOT.
<br />REGUIRED 5AFET"I" GLAZING IN HAZARDOUS LOCATIONS
<br />(RE: FRC, R50b.4)
<br />R508>3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS
<br />LOGATION5 SUCH AS THOSE INDICATED AS DEFINED IN SECTION R50L�A SHALL PA55 THE TEST REOUIREMENT5
<br />OF CPSG 16 GFIR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R30�53
<br />EXCEPTIONS:
<br />I. POLISHED HIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS
<br />SHALL CC)HPANY HITH AN51 ZcITI
<br />2. LOUVERED HINPONS AND JALOUSIES SHALL COMPANY NITH SECTION R50E).2
<br />R50�5.4 HAZARDOUS LOCATIONS.
<br />THE FOLLOV41NO SHALL BE GON51DERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF
<br />eLAZINO:
<br />1. GLAZING IN SNINGiNG, DOORS EXCEPT -JALOU51ES.
<br />2. OLAZINO IN FIXED AND SLIDING PANELS OF SLIDING F,)OCR ASSEMBLIES AND PANELS IN
<br />SLlDINO AND BIFOLD CLOSET DOOR ASSEMBLIES.
<br />3. GLAZINO IN STORM DOORS.
<br />4. GLAZING IN ALL UNFRAMED SHINOINO POORE).
<br />5. GLAZING, IN DOORS AND ENCLOSURES FOR HOT TUBS, HHIRLPOOLS, SAUNAS, STEAM ROOMS,
<br />BATHTUBS, AND SHONERS. GLAZING IN ANY PART OF A BUILDING HALL ENCLOSING THESE
<br />COMPARTMENTS HHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN 60 INGHES
<br />(1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR HALKING, SURFAGE.
<br />(9. GLAZING, IN AN INDIVIDUAL FIXED OR, OPERABLE PANEL ADJAGENT TO A DOOR HHERE THE
<br />NEAREST VERTICAL EDGE 15 V41THIN A 24-INGHWOMM) ARC OF THE DOOR IN A GL05ED POSITION
<br />AND INHOSE E30TTOM EDGE 15 LESS THAN 60 INCHES (1524MM) AE30VE THE FLOOR OR NALKINO
<br />SURFAGE.
<br />-7- GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS
<br />DESGRIBED IN ITEMS 5 AND 6? ABOVE, THAT MEET5 ALL OF THE FOLLONING CONDITIONS:
<br />-7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN ci SGUARE FEET (0.,556 M2).
<br />7.2 E30TTOM EDGE LE-55 THAN 195 INCHES (45-7 MM) ABOVE THE FLOOR.
<br />-7.3 TOP EDGE GREATER THAN 5(b INCHES (ciI4 MM) ABOVE THE FLOOR.
<br />-7.4 ONE OR MORE HALKINC7 5URFAGE5 HITHIN 3b INCHES (q14 MM) HORIZONTALLY OF THE
<br />GLAZING.
<br />�5. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HE16HT AF30VE HALKINO 5URFAGE.
<br />INGLUDED ARE STRUCTURAL BALUSTER PANELS AND NON5TRUGTURAL IN FILL-PAINEL5.
<br />Gi. GLAZING IN NALLS AND FENGES ENGLOSNa INDOOR AND OUTDOOR SNIMMIN6 POOLS, HOT
<br />TUE35 AND SFA5 HHERE THE E30TTOM EDGE OF THE GLAZING IS LESS THAN 60 INGHES (15.24 MM)
<br />AE30VE A NAI SURFACE AND NITHIN bO INCHES (1524 MM ) HORIZONTALLY OF THE HATER'S
<br />EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZINO.
<br />10. GLAZING ADJACENT TO 5TAIRNAT'S, LANDINGS, AND RAMPS HITHIN 36 INCHES (q14 MM)
<br />HORIZONTALLY OF A HALKINO SURFACE HHEN THE EXPOSED SURFACE OF THE OLA55 Is LESS THAN
<br />bO INCHES (1524 MM) AE30VE THE PLANE OF THE ADJACENT HAL<ING, SURFACE.
<br />11. GLAZING, AD.JACENT TO STAIRHAY5 HITHIN 60 INGHES (1524 1 HORIZONTALLY OF THE
<br />E30TTOM TREAD OF A 5TAIRNAY IN ANY DIRECTION HHEN THE EXP05ED SURFACE OF THE 6LA55 15
<br />LESS THAN (bO 1 (1524 MM) ABOVE THE NOSE OF THE TREAD.
<br />EXCEPTION: THE FOLLOHIN& PRODUGTS, MATERIALS AND USES ARE EXEMPT FROM THE AE30VE HAZARDOUS
<br />LOGATION5:
<br />1. OPENINGS IN DOORS THROUGH 1^1111c�H A 3-INGH(76 MM) SPHERE 15 UNABLE TO PASS.
<br />2. DEGOPATIVE OLASS IN ITEMS 1, 6 OR -7.
<br />3. GLAZING IN SECTION F,30b.4, ITEM 6, HHEN THERE 15 AN INTERVENING HALL OR OTHER PERMANENT
<br />BARRIER BET"FEN THE DOOR AND THE GLAZING.
<br />4. GLAZING IN 5EGTION R 30b.4, ITEM 6, IN HALLS PERPENDICULAR TO THE PLANE OF THE DOOR
<br />IN A CLOSED P051TION OR NHERE AGGE55 THROUGH THE DOOR 15 TO A GLOSET OR STORAGE
<br />AREA 3 FEET (q14 MIM) OR LE55 IN DEPTH. GLAZING, IN THESE APPLIGATIONS SHALL GOMPANY HITH
<br />SEGTION R50b.4, ITEM -7.
<br />5. GLAZING IN 5EGTION R50E>.4, ITEMS -7 AND 10, NHEN A PROTEGTIVE BAR 15 INSTALLED ON
<br />THESE ACCESSIBLE 51DE(5) OF THE 5LAZIi 36 INCHES ± 2 INGHES (ciI4 ± MM 51 MM) ABOVE THE
<br />FLOOR. THE BAR SHALL BE CAPABLE OF HITHSTANDiNG A HORIZONTAL LOAD OF 50 POUNDS PER
<br />LINEAR FOOT <6/M) V41THOUT GONTAGTIN0 THE GLASS AND BE A MINIMUM OF 0/2 11 (E3B,
<br />IN HEIGHT.
<br />(q. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GILAZED PANELS IN
<br />SECTION R50b.4, ITEM -7, HHEN THE BOTTOM EDGE OF THE GLASS 15 25 FEET 0620 MM) OR MORE
<br />..ABOVE GRADE, A ROOF, NAL<INO SURFACES, OR OTHER HORIZONTAL [HITHIN 45 DEGREES (O.-Icl
<br />RAP) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR.
<br />-7. LOUVERED HINDO"S AND JALOUSIES COMPL'r'INO NITH THE REOUIREMENTS OF SECTION
<br />R3015.2.
<br />b. MIRRORS AND OTHER OLA55 PANELS MOUNTED OR HUNO ON A SURFAGE THAT PROVIDES A
<br />CONTINUOUS BAG<lNe SUPPORT.
<br />ci. SAFETY GLAZING IN SECTION R300.4, ITEMS 10 AND 11 15 NOT REOUIRED HHERE:
<br />q.1 THE SIDE OF 5TAIRHAT, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL,
<br />INGLUDINO BALUSTERS OR IN -FILL PANELS, GOMPLYINO HITH THE FREV15IONS OF SECITION
<br />1012 AND 1690-7.7 OF THE FLORIDA BUILDING GODE, BUILDII AND
<br />ci.2 THE PLANE OF THE GLASS 15 GREATER THEN 15 INC-HES (45-7 Mi FROM THE RAILING.
<br />GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FRC / FBC
<br />A) COVER SILL AREA WITHA HEAVY COAT OF ASPHALT EMULSION. ALLOW EMUL51ON TO DRY
<br />AT LEAST 2 HOURS BEFORE PLACING MORTAR.
<br />5) ADHERE EXPANSION STRIPS TO JAM55 AND HEAD. MAKE CERTAIN EXPANSION STRIP
<br />EXTENDS TO SILL.
<br />C) SET A FULL MORTAR BE[) JOINT, APPLIED TO SILL.
<br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8' PLUS OR MINU5
<br />1/0'. ALL MORTAR JOINTS MUST BE FULL AN[) NOT FURROWED. ALL MORTAR SHALL BE
<br />TYPE '5' OR 'N'. STEEL TOOLS MUST NOT BE USED TO TAP 5LOCK5 INTO POSITION. (PLACE
<br />A RU55ER CRUTCH TIP ON ENE) OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
<br />REALIGN, TAP, OR OTHERW15E MOVE BLOC< AFTER INITIAL PLACEMENT. FOR SOLID C-SLA55
<br />BLOCK IT MAY BE NECE55ARY TO USE WEDGE5 IN THE MORTAR JOINTS OF THE LOWER
<br />COURSE5 TO PREVENT THE MORTAR FROM BEING 'SQUEEZED' OUT.
<br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
<br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAM55 AND HEADS IN LIEU OF CHANNEL
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM ENE) TO END OF PANELS.
<br />LAP REINFORCING NOT LE55 THAN (o INCHES WHENEVER IT 15 NECE55ARY TO USE MORE
<br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
<br />REINFORCING AS FOLLOWS;
<br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
<br />PRESS PANEL REINFORCING INTO PLACE.
<br />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 BLOCKS. SPACE AT HEAD OF PANEL AND JAM55 MUST
<br />REMAIN FREE OF MORTAR-
<br />H) STRIKE JOINTS SMOOTH WHILE MORTAR 15 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 5LOCK6 AND WIPE DRY.
<br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
<br />WEDGE5 FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR)
<br />1) AFTER FINAL MORTAR SET (APFROX_ 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
<br />GLA55 BLOCK PANEL AN[) JAM5 AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALIN(
<br />J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECE55E5 IN ACCORDANCE WITH THE
<br />MANUFACTURER'5 APPLICATION MANUAL AND INSTRUCTIONS.
<br />K) A MAXIMUM OF II SQUARE FEET OF GLA55 BLOCK MAY BE INSTALLED IN ANY OPENING.
<br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITT55URG CORNING RECOMMENDATION$ FOR
<br />INSTALLATION OF GLA55 BLOCK.
<br />EXPANSION STRIP
<br />20 ea. f=ANEL
<br />ANCHOR
<br />1/4' E><FAN-51ON
<br />c3 !2a. PANEL
<br />OLT (2 f-ER
<br />RE INFORC ING
<br />ANCHOR)
<br />(EVERY'
<br />OTHER
<br />COURSE)
<br />EXPAN51ON STRIP
<br />b" MIN. LAI= Sf=LICE
<br />W1 REINr-ORCING
<br />F=ANEL
<br />ro" �11N. LAf=l /
<br />Sf=LICE NOTE -
<br />SEE GLA58 5LCC<
<br />SEALANT INSTALLATION NOTE&.
<br />GLA55 E5L0CX QETAIL
<br />,010 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FRC TABLE R3012.1.3)
<br />s(II0 mph FASTEST WIND = 130 mph, 3 SEC. GUST. F15C, TABLE 160616.1)
<br />DANSCO
<br />ENGINEEMNG, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Flodda 33572
<br />p. 813.645,0166
<br />f. 813.645.9698
<br />www.donscoengineering.com
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<br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND
<br />BELIEF , THE STRUCTURAL PLANS AND SPECIFICATIONS
<br />COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING
<br />CODE (INCLUDING 2009 SUPPLEMENT), SECTION
<br />R301 FOR 120 MPH. 3 SEC. GUST. EXPOSURE "C"
<br />ENCLOSED (INTERNAL PRESSURE COEFFICIENT = to.18)
<br />WIND ZONE.
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
<br />AFFER THE DATE IT IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OF THIS DRAWING ONLY.
<br />02011 LENNAR CORP�THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />0201 I -THESE DRAWINGS AND DESIGNS ARE THE JOINT
<br />PROPERTY OF DANSCO ENGINEERING. LLC AND THE
<br />CLIENT ON THIS PROJECT. ANY REPRODUCTION OR
<br />UNAUTHORIZED USE IS PROHIBITED.
<br />REVISION:
<br />DATE
<br />DESCRIPTION
<br />02.02.09
<br />1.0 2007 FBC UPDATES
<br />10.29.09
<br />1.01 FFPC 2007 UPDATE
<br />05.07.10
<br />2.00 GP FIREWALLS
<br />07.28.10
<br />3.00 ADD ALT. ROOF
<br />SHI FOR TILF ROOF
<br />-
<br />11.12.10
<br />4.00 ADD STEM WALL DETALS
<br />04�20.111
<br />4.01 RE ON -DROP
<br />G VISED N
<br />A�BLE DETAIL
<br />06.10.11
<br />4.02 REVISED J/S6, 9/S6 & F/S6
<br />FOR HANGER CONN,
<br />06.24.11
<br />4.03 RI ROOF SHEATHING
<br />AT FIRIEWALLS
<br />VERSION NO. 4.03 / 06.24.11
<br />CA 25948
<br />SAMUEL A. GREENBERG,
<br />P.E. #34245
<br />THUY H. HUYNH,
<br />P.E. #60122
<br />Ei IRWIN J. BENSON,
<br />P.E. #49758
<br />0-0 SEAL:
<br />\GE N,3*
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<br />_�N 4w
<br />STATE OF
<br />OR 10
<br />ONAL T TI TLE:
<br />8881111116
<br />STRUCTURAL NOTES
<br />SHEET INFORMATION:
<br />JOB NO.: 310623
<br />DATE ISSUED: 07.19.11
<br />DRAWN BY: DZ
<br />REVIEWED BY: TH/AS
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