|
I. SPEG I F I GATI ONS
<br />I. I. GONSTRUCTION :
<br />I I I AGI 31z3 O_ BUILDING- GOCF REQUIR M NT5FOR STRUGTURAL CONGRETE
<br />I. I. 2. AGI 550-05, ASGE 5/TMS 402-05 & ACI 530.1-05, .ASGE b/TMS 002-05
<br />SPECIFICATIONS FOR MASONRY STRUGTURE5.
<br />I. I. 3. ASTM C270-04, G47c-C2, AND Cq0-0I SPECIFICATIONS FOR MASONRY STRUGTURE5
<br />1. I. 4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOG'D CONSTRUCTION, 2005 EDITION, AND ALL
<br />ACCOMPANYING SUPPLEMENTS.
<br />I. 1.5. FLOP-IDA RESIDENTIAL CODE (FRG), FLORIDA BUILDING CODE (FBC,), 2007 EDITIOrI.
<br />(INCLUDING 20001 SUPPLEMENT)
<br />1. I. b. "MANUAL OF STEEL GCN5TRUGTION, ALL01,1A.BLE STRESS DE5ICN", BY THE AMEBIC 4 N
<br />INSTITUTE OF STEEL CONSTRUCTION, (A15G) t"ITH EDITION.
<br />I. I. 7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE GONNEGTED WOOD TRUSSES" BY THE
<br />TRUSS PLATE INSTITUTE TPI I-02.
<br />I. I. 8. FLORIDA FIRE PREVENTION CODE (FFPG 2007)
<br />1.2. DE51ON :
<br />I 2. I
<br />AI 31�5- S_ BUILC JC� CODE RECLINTS FOR ST UG UR L �O C T E
<br />I. 2. 2.
<br />AGI 530-05, A5GE 5ZTM5 �02-05 & AC 530.1-05, ASCE b/TMS 602-05
<br />51PEGIFICATION5 FOR MASONRY 51TRUGTURE5.
<br />I 1 3.
<br />ASTM r27C C4 C 4-,-02 AND G O-OI _.PEGIFIGATI S FOR iIIIA5J _
<br />NRY - RUC, TLRE-
<br />I. 2. 4.
<br />NATIONAL DESIGN SF'EClf" :ATIONS (NOS) FOR WOOD CONSTRUCTION, 2005 EDITION, AND ALL
<br />AGCOMFAINT'IN6 SUPPLEME"ITS.
<br />1. -2. 5.
<br />YWOOv r F51,, 5^F FI rT1 I5 1APA )
<br />1. 2. 6
<br />FLORIDA RESIDENTIAL GORE (FRG), FLORIDA BOIL DINCT CODE (FBC). 2G'07 EDITION,
<br />(INCLUDING 200N SUPPLEMENT)
<br />1.3. SHOP
<br />DRAWINGS :
<br />I. 3. I.
<br />THERE SHALL NOT BE ANY DE'.%IATIONS FROM THESE DESIGN PLANS BY OTHERS
<br />-
<br />DURING THE PREPARATION OF SHOP DRAlNIN65 NITHOLJT WRITTEN APPROVAL FROM
<br />THE ENGINEER (-F PEC )RC'.
<br />I. 3. 2.
<br />ALL SHOP DRA), IRKS APE TO BE SUBMITTED TC, THE ENGINEER OF RECORD PRIC-,R To
<br />r,, 7M I - N -' IF OF r NeTRI i T ;N THE _ MEJ Gtr ANT �� � � J.� IC
<br />I. 3. 3.
<br />ALL R')OF ANC FLOOR TR_55 SHOP DRA<^IIN65 ARE 7C, BE SIGNED ANC SEALED BY A.
<br />FLA.. RE6. PE. 41JD SHALL tiGLUD'E : DRAHIri65 AND'A.LGULATiONS, REA:".TIONS 4,ND,
<br />BEA.R!NC-� POINTS, BRAGINr� REQUIREMENTS, AND c:ONNEGTIG'N5 TO
<br />SUPPORTIING TRUSS t-1EM5ERS
<br />1.4. GENERAL BUILDING NOTES :
<br />I. 4. I.
<br />OGGUFANCY GLA551FICATON RESIDENTIAL, GROUP R-3
<br />I. 4. 2.
<br />EUILDIN( HEI(-�HT IN FEET 8 NUMBER OF 5TORIE5 = = 6O'-O''2-5TORY
<br />I. 4. 3.
<br />TYPE OF G01`15TRUILTION VE3
<br />I. 4. 4.
<br />PART`i WALLS SHALL PRO,,, IDE NOT LESS THAN A 2-HOUR FIRE RESISTANCE RATTING.
<br />PLUI`1BIrJC6, PIPING, DUGTS ELECTRICAL OR C,THER BUILDING SER`/ICES SHALL [JOT BE
<br />INSTALLED WITHIN OR THROUGH THE 2-HOUR WALL UNLESS SUCH MATERIALS ANC METHODS
<br />- EST_ - - _ Ir,.. -rf:,
<br />OF PENETRATION H,•=,✓E BEEiJ TESTED IN ACCORDANCE VNIi-H FBC 2007, SErT��IJ ,�.-3.
<br />2. DES I C-7N LOADS
<br />2. I. DEAD
<br />LOADS :
<br />�. I. I.
<br />UNIT WEIGHT OF S IL COM;:�AGTED : 120 PGF
<br />,. 1.
<br />UNIT ,, EISHT OF REIrdFOR ED CONCRETE 150 PGF
<br />�. I. 3.
<br />HT .' F c," ' .L. P _J_K �5 PSF
<br />_-WEIC
<br />2.
<br />OSUPERIN1PCSEG LOAD 20 PSF
<br />-?. 1.5.
<br />UNIT WEIGHT OF 2x4 PART!TION HALLS II PSF
<br />2. I. 6.
<br />UNIT HEIGHT OF 2xo BEARING WALLS : 12 PSF
<br />2. I. 7.
<br />BALGOHIES 8 DECKS : 15 PSF
<br />2. I. 8.
<br />TILE ROOF
<br />TOP CHORD : 15 PSF
<br />r -
<br />BOTT-M CHORD IC PSF
<br />2. I. C1.
<br />SHINGLE ROOF
<br />TOP C: HORD 7 PSF
<br />15OT T Or`'I r .HORD : 0 PSF
<br />1. 1. IO.
<br />FLOOR TRU55E5 =,
<br />2.2.
<br />LIVE
<br />LOADS :
<br />2 2. I.
<br />SIDEWALK ANC DRI,,%EI,1A- LOAD : 250 PSF
<br />2. 2. 2.
<br />6ARA_(3E LOADS : 40 PSF
<br />2. 2. 5.
<br />PARTITIONED ROOMS : 40 PSF
<br />-'. 2. 4.
<br />BALCONY AND C'EGKS : ro0 PSF
<br />2. 2. 5.
<br />5TAIR�,IAY5 AND LANI3IHGS : 40 PSF
<br />2. ). kJ.
<br />_. 2. 7.
<br />FLOOR TRUSS
<br />TOP CH,DRD °MINIMUM : 40 PSF
<br />2 2. _�5.
<br />ROCF TRUSS
<br />TOF Cr+CRP MIN11 I101 20 FEE
<br />BOTTOhI , HG D 't'b' ��TC R.- C, PSF N._ f-CON_,URREiIT;
<br />2 3
<br />RAILING
<br />LOADS
<br />_.-. _ .
<br />R -,
<br />R'. I A ., ^ I Y :Trf 1 � :-R: - T. ,E ��I �NLC � l I T -
<br />AL_ A LINL� ND �.. RC . L 5 _ � E
<br />CONCENTRATED L✓AD OF 2,)O -GUNDS APPLIED AT ANY POINT AiL' IN AiJ-i
<br />DIRECTIOFN 011 THE RAJUP.1=.
<br />2. 3. 2.
<br />ALL RA.ILINS AfJD :: U»RD ;z:7,�!L ST STEP IF ARE TO BE DESIGNED TO L JITHSTAf ID A
<br />HORIZONTAL LOAD OF 5G =LF ON THE ±='UARDRAIt_ AND A. SIMULTANEOUS LOAD
<br />OF 100 FLF APPLIEC' 1'ER` (-ALLY" DOL,Pq-IARD AT THE TrOP OF THE C,UARDRAIL
<br />2. 3. 3_
<br />GUARDRr,IL SYSTEM SHAL_ BE DE`516NED' TO WITH`-�TAiJD 2C�oC lb G'NGENITRATED
<br />HORIZONTAL L.%AD APPLIE-? ON I S-_i. FT. AT -ANY PO:NT IN THE SYSTEM.
<br />2. 3. 4.
<br />2Z.1. 2._ .2 4 �.3.3. ARE I _-, REQUIRED TO BE .APPLIED SIMti_TANEOUSLY, BUT EACH
<br />SHALL BE APPLIED T'T �F',DLC,E THE I,-1-XIMUM TREE` E� 1;- THE MEMBER C,0t 1PONENTS.
<br />2.4.
<br />WIND
<br />LOADS :
<br />2. 4. I.
<br />bIIr1D DESI,=N TCi BE GONJL' _-"EL- IN ACCORD'ANGE HITH SECT. R301 OF THE FRG 2G0 i
<br />FDJTIC'N (INCLIJDiNG- 200`4 5.)PPLEi-IENT), AND C,ONDUGTED BASED ON A 120 MPH, 3
<br />SECOND GUST, EXP05URE "G". IMPORTANCE FACTOR ''I" = LC,'. ENCLOSED BUILDIrI(:-7
<br />2. 4. 2.
<br />NET UPLIFT DEAD LOADS - 'O PSF SHIN,=,LE, 15 PSF TILE
<br />2. 4. 5.
<br />v-111`0 LOAD DETERMINATIG'. BASED ON ASGE 7-05
<br />2.5.
<br />DEFLEGTIONS :
<br />2. b. I. FLOOR TRUSSES SHALL L1'-117 DEFLECTION TO V3hC, TIMES THE SPAN FOR L_Iv'E LO,AD5
<br />A.ND I/240 TIME'= THE SPra', `OR TOTAL LOAC'.
<br />3. DESIGN METHOD
<br />3. 1. LOAD FACTOR DESIGN :
<br />3. I. I. THE LOAD FACTOR DESIG--i, NiFTHOD WAS USED TO DE516N :
<br />,_AST -IN -PLACE G,:`d_RETE SLABS AND FCiOTINGS
<br />5.2. 5ERV I C,E LOAD DESIGN :
<br />3. 2. I. THE 5ER`✓IGF_ LOAD DE51GN METHOD WAS USED TO DESIGN :
<br />MASONRY WALLS At:_- L;NTEL5
<br />INTERIOR AND EXTER'OR WOOD FRAMING AND SHEATHING
<br />STAIRS AND FLOOR=RAt1h(
<br />ROOF FRAMING, SHE -!,THINS AND UPLIFT
<br />3. 3. LOAD COMBINATIONS FOR LRFD DESIGNS :
<br />3. 3_ I. THE FOLLOWING LOAD GC,'-1BINATIONS T-IERE DESIGNEDFOR :
<br />TOTAL DL + FLOOR __ + ROOF LL
<br />TOTAL DL + FLOOR _L + VJL
<br />TOTAL DL + WL
<br />3. 3. 2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RE515T THE ,JOIST LOAD
<br />COMBINATION RESULTING 'I THE MAXIMUM STRE55E5 PLACED ON THAT C ,OMPONEfIT.
<br />BOTH PARTIAL FULL, AND .'iLTERNA.TING SPAN LOADING ARE TO BE GONSIr'ERED.
<br />3 4. DESIGN ASSUMPTIONS :
<br />3. 4. I. ALL FOUNDATIrON' ,ARE CENTERED 'UNDER SUPPORTED COLUMNS AND WALLS UNLESS
<br />SHOI,- N OTHERWISE IN THE DESIGN PLANS.
<br />4. MATERIALS
<br />4. 1. REINFORCING STEEL :
<br />4. I. I. REINFORCING STEEL SHf _L BE ASTM A,k_-15-04o G-RAPE 40, Fiy = 40 Ksi
<br />4. I. 2. LAP SPLICE SHALL BE .-= FOLLOWS: T+-, BAR 25" 94 B.AR 20", #3 BAR IS
<br />4. I. 3. ALL DIMENSIONS PERTAI',r,J,O TO THE LOCATION OF REINFORCING APE TO THE
<br />CENTERLINE OF EACH B -.R EXCEPT WHERE THE COVER DIMENSION IS SHOT -IN TO THE
<br />FACE OF THE CONCRETE.
<br />4. I. 4_ REINFORGIN6 DETAIL DINIEN51ONS ARE OUT TO OUT OF BARS.
<br />4. I. 5. REINFORCING MECHANIC L COUPLERS ARE TO DEVELOP 125 % OF THE RE64flRED
<br />YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF
<br />RECORD,
<br />4. I. 6. DES16N COVER REQUIREMENTS :
<br />C-I-P CONCRETE FORMED AGAIN5T EARTH : 3"
<br />C-I-P GONC-RETE EXPOSED TO EXTERIOR 2"
<br />C-I-P CONCRETE NOT EXPOSED : 'j".
<br />GROUT FILLED MASONRY : %'.
<br />4. I. 7, WELDED WIRE FABRIC (L/,,^IF): A5Tt-1 AIt35-(-,I
<br />4. I. L'). DETAIL REINFCRGEMENT rJ ACCORDANCE WITH AGI 315-LATE5T EDITION.
<br />STRUGTURAL NOTES
<br />4. 2. GONGRETE :
<br />4. 2. I.
<br />rN r TrP-
<br />CO CRE E E
<br />1 'A
<br />f IIJ.._ D T
<br />MODULES OF
<br />ELr+_ Tlr ITY
<br />L_
<br />DESIGN f'c.)
<br />' DESIGN (E)
<br />G-I-P GONC,RETE (NORMAL WEIGHT)
<br />2,500 P;?
<br />- E-50 Ksi
<br />rC(� -I-P C�NC.RETE (NORMAL WEIGHT) HEi'NANDO CC. ONLY
<br />30D � Psi
<br />51 Kri i
<br />I C-I-P GROUT _
<br />3OOr, Fsi
<br />3,1 _ Ksi -__1
<br />4. 2. 2. CONGR.ETE SHALL CONSIST OF I" MAi'I IUM AGGREGATE CONCRETE MIX L-i1TH SLUMP
<br />BETUIEEN G- At.D 7" .AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL
<br />CRITERIA..
<br />4. 2 3_ GROUT SHALL L•ONS15T OF PEA ROCK ('5/E�" MAXIMUM AG(>REc^ATE) CONCRETE MIX
<br />WITH SLUMP BETWEEN B" AND 10" AT TIME OF PLACEMENT. SEE SPEC-IF!GATION5 FOR
<br />ADDITONIAL CRITERIA.
<br />4. 2. 4. CONSTRUCTION JOINTS WILL BE PERMITTED
<br />4. 2. 5. i 1 TH.0 ;f�R'R: NTAND r"URIN� `7HLL B_ - _v C'I_r_ T u IJ�F ETEFCMINC PLA_-,E 1E ACGOPDArJCE WITH THE 5PECIFIGATION5 AS STATED_
<br />4 2. 6. EARTH SUPPORTED SLABS (EXGLUC' 1IG F:tiTEROR 1^1ALKL'1A:T"S B DPI " EWA T _5,) :
<br />_ U'i HI� NE SG b-J.; r IrREIrFc_.k tE.
<br />r OF �-.o x _.+ x 14 I 1F
<br />- -
<br />it 1 P I it ! � 1 --H R ,I I Mlx r1H,�i � �'-�"r a I C, 1 2 � �. F c+tR E� F E L L_ � J B� L_ EL L .,_,. L.I 1 L
<br />�I ..�T D!S�RETION.
<br />4. 2, 7. c _fR TE PL -EM-NT PR;,_'.Tl�E�SH.LL EErl "' ✓'R .-+t,-_F L LL
<br />, I- t iCP =r✓04 STANDARDS.
<br />4. 3. N R T GO G E E MA NR 50 Y
<br />4. o. I
<br />FILLED CELL-L (Ir u� B-R SHALLE� E LOc,A TE% PER P Ar"J.
<br />4. 3. 2.
<br />LOA.D BEAF_PIL CONCRETE MASONRi BL )c-K SHALL BE ASTM �'10-C,I, TYPE II
<br />N ,N-r1 01' T R ;NTRo ED.
<br />C' 05U EG_ LL
<br />4 . 3. �.
<br />- - - ,r-
<br />A ��E S 8 : A VITIES i3ELOPd (, t E HILL BE FILLED l^J � � I .F r_TL IJ ALL
<br />ALL LL � /
<br />STEM I',IALLS.
<br />4. 5.4.
<br />THE A -'7REC:4-TE STRENGTH OF THE BLOCK AND MORTAR SHAL_ BE F'rri = I -,06, PSI
<br />MR• M IIMI
<br />4. 5. F
<br />METHOD, ,_ 1F ARE-E MAS,NPL-�.-�1 EIT <.� -JC r�r NSTRc .7 _. :H �_.-
<br />;HALL BE
<br />COt0U1'__TER IN ��'GORDANCE PJITH THE EPEGIFICATIONS AS STATELT.
<br />4- 3.6.
<br />f 10RTAR 5HA,L_ BE T'i PE "S" FOR ALL MASONRI COT15TfRJGT ,_�i i.
<br />4. 3. 7.
<br />MA=,ONRY RCJJ3L- OPENING MAY ✓AR'' IN THE CR-:,�5 SECTIC'N DIME J �'!C_rN r-7R ELE.'ATION
<br />DIMEHJ ,ION SPECIFIED ON THE A PPRCvED PLANS FROM -1,4" TO +1,2' PER _E C,T!ON R60k'11.13
<br />4.4. STRUCTURAL
<br />LUMBER :
<br />4. 4. I.I.
<br />INTERIOR LOAD BEARING "ALL', SPF, fb - r-:75 PSI, E = 1200 Ksi
<br />ALL EXTERIOR FRAMING 5PF, fb =- U,75 PSI, E - 1200 Ksi
<br />4. 4. 1.2.
<br />ALL FRAME I'JALLS TO BE (-ONSTI<UGTEG U511,J -1 SPi= ,
<br />STUD CLJA.LITY OR BETTER
<br />4. 4. 2.
<br />ALL PL'rIJOOL_° U~ED FOR EXTERIOR -�•PPL!GATIONS
<br />SHALL BE APA RATED SHEATHING FXP I U.N.C.
<br />. 4. 3.
<br />=�L_ F'L i I?C'L E - FOR INTER'CP PPLI SUCH SUE, F! < r RiINr -NE-,
<br />SHEAF_ , I=*LL _,-ALL BE APA PA.Tr=D HEA i HIPIC_ F_XP I U.N.C.
<br />. +.
<br />IF: _-E3 BC'ARL _ TC BE USED Ii' FL.- _;E _'r PL T i IOOC' IS TKO Hr= ; E _ :r^IIL, : '✓i�,
<br />(;FE-TEFL 'SE('_rJ PROPERTIES.
<br />4. 4. 5.
<br />ONLY STRUGT,IR✓.I_ LUMBER TO BE L)�-)EF> FOR ai' EXTERIOR AP I_,' - =�TIG'N. vl ':C' ITN
<br />C-OtJTAGT L'llTH CONCRETE 15O R TECEI rE A AR --
<br />.TNDAL v�rR=-Dr PE`,--,ilrE lRE<-,TING.
<br />4. 4. 6.
<br />WHEN PRE ENC--INEERED TRUSSES ^.RE CALLED FOR 01 THE FL =rl_, THE
<br />r-V-NUFACTIJRER IS TO SUBMIT 5H(3F DRA.WId TO THE ENGINEEF , F RFCC'RD.
<br />4. 4. 7.
<br />r _ -
<br />L 'r
<br />D SI N FA I - .TE AND ERE_.T L"dU �C R_ E5 IN AGGC C t E WI H E DE _ _ J
<br />E_ G B C ,
<br />SPEC IFIGATION F_OR LiCHT METAL PLATE (_.C)NNEGTED IwOOD TRU ',F_ " B,r THE
<br />ANSI/TPI I-02 BCSI 1 - 03
<br />4. 4. 8.
<br />UNTREATED L^lc :%D SHALL NOT BE IbJ DiRE_.T CONTACT 1'11TH GrirJC-RETE. _SEAT PLATES
<br />SHALL BE PRO'; IDED AT BEARING LOC,ATION`: ,JITHOUT WG'ODEN TCiP PLAT:-S.
<br />4. 4. q.
<br />- FNI-P_
<br />ALL EXTLRI;D- E,ME HALLS ��A.LT. �- -,1J _- O JIc�H -'.'' TLI '-
<br />AST' -I ,_ �12i AF'PI-Y 3 LAYERS I,I/ T_1'TAL_ THICKNESS - a cOVFR r'iETAL LATH. FIRST
<br />- - - "'P -- ,✓,
<br />2 LrrEPS 3%," 1HkC< EACH. 7,_D LATER 1,,. THiC -
<br />4.4 10.
<br />NST='L�ATI'.,ti rF EXTERIOR LATHIHC- 4 FRAtilrl, SHA._L COM�L_I T' r-':,Tfl - 1',--=
<br />FER FL')RIDA� RE5!DENTIAL CODE P-f_)3J 2
<br />4. 4, IL
<br />FIELD CUT ENDS NOTCHES AND DRILLED HGI ES OF PRESEP,,ATI ,'ELT TREATED
<br />WOOD SHALL BE TREATED IN THE FIELD tl A(-G,IRD,ANGE L-IITH AhVA Nt -J
<br />4.5. FASTENERS AND TIE DOWNS :
<br />4. 5_ I.
<br />FASTENERS AND TIE DOWNS SHALL CONSIST GF BUT ARE hIOT Llf 11 TED 1,-, :
<br />SHAPES, AN,SLEt,IHANNELS A51-M A_5or 3tUM 04 FJ - 3r- r`:;`-1
<br />R0l1PlD h-1El AL PIPE ASTt1 A ,. c):? r PARE B Fy 5 K �I.
<br />SQUARE ME -AL TUBING ASTM ' =:T7() , `3a, OPADE E,Fy - 4i,Kr,i
<br />HIr,H 5TREiI :TH BOLTS°ATM A " aT
<br />M,.CHINE F3'-' T_- . C.AL ^A'NILEL `_,-rM-F-CTr-C> ,
<br />4. 5. 2
<br />SHEET META'_ -'-E�,DP'r=, `,HALL _ c:'`il Ok:N" T,D . Fri _ -K,1FJ11- -?C
<br />CYL': «._ f J TItI N �,_ __. 6'4IT _ � -_ ,.
<br />4. 5. _:.
<br />IJ' _ T L� I�SI�r CF i°�IM L TIRE 1-IL�, I-1 TH PIIMI-Ir'I F ,L!-1FTER A`
<br />-- _ , 1_ � _ _,3 , IOa _,.14' I_ , I.'', k_ .
<br />4.1• 4-
<br />AL__ ' . E"JEf;L ArdG TIED )INS EMBEL:DEG PJ�';"dGRETE =)F. ,_'-,E_D Iri :.f1 E=.TEPI,OR
<br />-_
<br />r1-lc I � TCRECEI'.'E Ail -IT'-, ;RR,:,_I,"E COATING, B Tl rCTLIRE�'
<br />FR!C:P ,_ Ids, _LzTIO'N.
<br />4. 5. 5.
<br />ALL T=.ASTENERS _'ND TIE DOB -INS ARE Tr PR,:7,,"IC'E THE UFUFT r;rtPA.G1TY ,CALLED
<br />FOR IN THE PL-',S ARE A MINIMUh1.
<br />4. 5. ,b.
<br />ALL FF--,TEfvER TIE DOWNS, BEAt1 HAhL-,E-R•-,, JOIST HANC;ERS, AN[_ FLC)()P 1J�U'SF
<br />STRAPFi1(- z-RE TO BE INSTALLED Ih AC,CORDANGE WITH THE DL%rN`_> AND
<br />SPEC IF I,- ATIOkl-:.
<br />4. 5. -.
<br />`._rLC,RETE EMBEDDED T BOLTS 0-LD F')l- LIT'LI T ARE TO BE NEI _El PRI R LO
<br />NITIAL SET ,-IF THE CONCRETE, SF4CI11C'; >_NF% ALIGNMEI` T ARE T BE IN A.G_OF[✓Af;GE
<br />WITH THE DESIGI`J PL4I'N5, U.N.O. ALTERNATE', TO "J BOLTS ,%PE hIDTE� ,-IN PLANS.
<br />4. 5. a.
<br />GOrJCRETE Fr1BFDDED TIE D01: +:J U�,EP FOR TRUSS AivG :1=�LL �_;-T A=_F T- EE
<br />PLA'--ED AROU1JDi EMBEDDED REINFL,,RGINC- PRIOR TO''R_ lr,1HILL FI._=. Ii�'- CrC:LI_.
<br />4.6. MICRO
<br />-LAM LUMBER:
<br />4, 6_ I_
<br />MICRO-LAI1 C-,TRES5 GRADE` SHALL PR")"✓IRE THE FO_LOl^i:N(=. I-IIIII,11-I1III PF'OPERTIES:
<br />E - 2,000r ;OC PSI
<br />FL) = _',a50 PSI
<br />Ft = ,',''JC, F51
<br />F, - 500 PSI (PERPENDICULAR)
<br />Fc. = 2,700 (PARALLEL)
<br />4. �. STEEL:
<br />Fv - 2 �5 P=; I
<br />4. 7. I. IISTAL� _ION C,F 4LL STEEL TO BE PEPFORMED BY ,AN EXPEPNEN�CE _) �U,A.LIFIED
<br />`EEL ERECTOR.
<br />4. I. -. FABRIGA,TF AND ERECT ALL STRU_ TJRA"__ STEEL IN �= ,-'oR[7_N'__E IdIT�- '.I -,.
<br />"SPECIF_CATIOtI FOR THE DE�Ir;N, FABRiC;ATION AND' ERFCTI�TII Of- HTRIJC,TUfRAL
<br />STEEL FCiR BL!ILL'IN�-,S
<br />4.1. 3. STRU';T_'RAL _:TEEL: ASTM A3e 13eIM C'4.
<br />4.71. 4. STEEL TUb'Irl : A=_-7,1 A50C-C3o, GRAPE. B.
<br />4. 7. 5. WELDED -0NNECTIONS: E70XX ELErTr,OC,E5, MINIMUM SIZE FILLET LJEI E':j 31e,," AL'JS
<br />CERTIFIED ,-IELDERS. CERTIFICATION PAPEPS TO BE SUBMITTEC' UPON PEOLJE,T.
<br />4.7. 6. WHERE STEEL BEAMS .ARE CONTIPJIJCUS OVF-R COLUMNS, PRO`✓ DE ,NEB STIFFENER
<br />PLATES ON EACH SIDE OF THE WEB, OF A THIC-KNES5 EOUAL TO BEAM F-AN(=E
<br />THICKNESS, LOCATED AT THE (-ENTER LINE OF THE TUBE GOLUf"rrJ.
<br />4. 7. 7. THE STEEL FRAME 15 "NON -SELF SUPPORTING". ADEOUATE TEMFORAR'f SUPPORT
<br />SHALL BE PRO`.'IDED BY THE GONITRAGTOR UNTIL REOUIRED COI"INECTIOIJS OR
<br />ELEI%- Et,ITS ARE IN FLAGE.
<br />LUORST G,46E DESIGN PRESSURE T,4 LE
<br />BUILC)ING C),4T,4
<br />WIND SPEED 120 MPH
<br />WIND IMPORTANCE FACTOR -- (ILU) : 1.0
<br />WIND EXPOSURE - - 'C" (FRC R301)
<br />INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG)
<br />i)E516N LI IN® PRE55URE:
<br />(COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE)
<br />. END ZONE IS ONLY WITHIN 5'-O'
<br />OF ALL EXTERIOR BUILDING CORNERS
<br />WINDOWS AND DOORS
<br />120 MPH + 36.3 PSF / - 48.6 PSF (END)
<br />+ 36.3 PSF/ -39.3 PSF (INTERIOR) U.N.O.
<br />GARAGE DOORS (V = 120 MPH)
<br />SINGLE 9xl +27.6 PSF / -31.2 PSF
<br />DOUBLE Iil +26.4 PSF / -29.4 PSF
<br />NOTE:
<br />THESE PRESSURES SUPERSEDE ANY AND ALL PRESSURES
<br />LISTED WITHIN THIS CONSTRUCTION DOCUMENT.
<br />. �.
<br />CDO I I
<br />MININ"IUM SOIL BEAPIN6 PRESSURE CAPACITY OF 2000 P5F.
<br />ALL SOIL IS lU BE GLEAN) d POISONED FOR TERMITES PER FBC 2007, RESIDENTIAL SECTIONS
<br />TERMITE PROTECTION -
<br />PLANS MUST SPEC,I F'I' TYPE OF TERMITE TREATMENT
<br />• =ell p :rcI B_n r ier r ethod
<br />• Alher treatment 'Hurt specify proposed method and submit documentation, which
<br />5A-,stantiates tht� proposed method, is on opproved termite protection system or method.
<br />IF GHEM I GAL SOIL TERMITE TREATMENT 15 USED
<br />1. FBC 105.11- "A, pe-monent sign which identifies the termite treatment provider and need for
<br />re-inspectlon and treatment contract renewal sholl be provided. The sign shall be posted near the
<br />water heater c,r electric ponel"
<br />r,_n rT_ � t arT r:} d�w s � ut_� 5 TlIJ15c,nary
<br />(_ ,ut lea_ t O' aesyf from the bL I Idinq
<br />side wal ,s
<br />_
<br />3. irr-I jnt1_m f r Ink !- r sla,tems including :all risers and 5proy heeds 5holl not be Installed within I'-0" of
<br />t'r,e L I,Irlit C, tide I -roll.
<br />-r
<br />4 F .� r , 4 r;r LJ_ r Ir5 � tI_n r r ;r'mI.' inff� ice,^ n rll r ri I
<br />F
<br />tt to _stat � betwee wa �o.e n and fines earth
<br />•rr rr
<br />9.
<br />1 r 1u1, it I s nor o r nos. Er ptlun: Point or decorative cementitious finish less than
<br />5, -hi:-.l (nNl:: FJ ,Ire_tlu t_, the f=-ur'"�ti„r ,,r)il
<br />_ -.
<br />K r Ir ,I I r ?tn1�- t IS -,s��r1 ft-{�'T- rrrrane, n tF_. rnit=
<br />e✓anti
<br />1 the iitI chemico, soil
<br />rFatm nt I, Ie the f rlatlon p✓imctr shall be done afte-r all cxGavation, bcackfilling and
<br />�c,rrr �� t_icn c, (.c)n plete.
<br />(,,. v If + )II t cltrrient is used fur 51morn anearl termite pre.erltion roil area disturbed after
<br />li r = , r tI n��ml II � II treatment. shall be, r teatr^d with a c;hemlcal soil treatment, including spaces
<br />L),-,xr J _,r f ,rm,-o.
<br />R'� C.I _. If -,;;il 'r`1 rnr�r is Ls .�y r, I F> r s r t t _ 1t _ _e,- f-.r �Lterrnn r1r tr:rmite prevention _pace In _oncrete floors
<br />e _ . t nc 1 f _ r the �)k Sort ur nt instnllotl rl ,;f IL mL In tra 5 drain r n' other r _ { _ F q �, c a y of e r a pose
<br />A!I , _r � _,l Ly ire, r;lar+Ic or rr�tol perm Jnr:ntlu pioced-forms of sufficient depth to eliminate
<br />3nI_ -lanne 1 �c o,ance "Iftcr initic _.hemle 11 r-ell reatment.
<br />t(
<br />1
<br />r r= I �� - r r T-_ - 1- I I � F-r^ -n P � ,�.� n F i
<br />�t root s _ .� f r k t r nr an rl I I. ntl n� hemi „-all r d I h e _ t � e c_ t ea_e_ so 5 call
<br />be tectf_:i r-,it CI nlinlnurr. r rrh ;,a,--_-r rota der tc r test oaaln5t roinfolldilution. If ra inf II
<br />o a
<br />r Cr'-oi'el . -I,' retarder ,,a�cdmar�d re.trec en- is re aired. Ant work in n �i m ,n f
<br />F a N cud r oce e t o
<br />_'I f_,rcin,1 _t_-el UOFIe ,,IIte,- ,hem�iG_+1 treatment I_)ntll the GOnGrete floVr i5 Toured 54o L_ done in
<br />�_,�-h rn;ann, -� avoid enetrotinr or _Jist,!f*Jnc treated 5r-Il. p
<br />p � U
<br />a F'` __.t r If .:.:i1 .<catment i, used for ,uC,terraneon termite preverticn, concrete overpour or Morton
<br />ac. wrul,at�,cJ ,iteI-q th,- exterior foundation pzrimeter Shall be removed prior to exterior chemical 5o!I
<br />cr ,-)tment, t,, �nn,arlc-e ,ertic_o'I penetr at -Ion of thy-- c-heroic-o15.
<br />Rd✓S.I.E, If soil tr ntrnent i5 .rsod for suL.terrL:irlearl terrrlite prevention, chemicnl soil treatments 5holl
<br />alsr, Lie ,ar )>IIF CJ under oll exterior r:oncre-to or t_ rode within I foot (305 mm) of the primory structure
<br />__' 1e: r 111__. Ix '-1✓rrtical c-hemle.ol bae rrir shall1,e applied promp=tly after construction is completed,
<br />Inc ,dincy initial 1ncJ5capinc) and irrir'rjtl-ar^sprinklers instollotion. Any soil disturbed after the chemical
<br />e1 tin aT L-arrlt:.r I- _-ppllI sholl be promptly retreated.
<br />11. R=T -J.7 If ,� re:)I try,-ed t�rmi-icir)e fcr•mul,ltr,d and r,.,�Istered a5 a bolt ,;ye -tern
<br />is used for
<br />sLL, �n� n L<: r tf r;r ent ect r r R_��?r .l.lthrr,i gl R310.I.r- do not appl however, a signed
<br />- Y -
<br />r If r
<br />�I r� I i -! n >rII `inn to �, i i it yy f e _,r��..-_ c r tJl of _ Ua t r _ s riem or a minimum _
<br />�, fr�, ,� h,> )`e F'..r��r r a y , ' y_ s,,e. r.If fl-rate ,T T ._,_L-T an<.y chol. be ,_r_ .Ir�l _, t�_ the Pudding officio pcic,,-
<br />tc t6 e r, . 1 _,, 'n,� ar and tlh, system rout t be In=tailed prior to finol building opprcvol.
<br />._____ i ;I.Jin h ore r _�uir. f to h"],e pre-(_onstruction tl-nt.
<br />. F.`__),I - ,,';tp r- ti'Gt1' n. Termite e,r -,t.e:j on 01011 be 0,-0VIae_'1 re'_ i'_;tered termit!,:JO, 5, iIrCUdln�
<br />y
<br />i r , - _ _ _ e _ . _ _ _
<br />�, other
<br />I ae _ - -J r�e_t _ ,-icy L,� r, 5� _ n .n I -Ii � -r t t _ _ � �d _ _te_idCs u,�. e:, to r ao� , „_ 1Gr :a r ved method o
<br />^:f er'rnite r,r of .tl�r Iclbele fcr use as a rFreventati�,�e�tfreotment t) net -a r_onst-uc�lon. See Section
<br />Re�_)I t_rc=cJ �r m:itii, Ide. Upon corn ;letiDn of the o, ,Iication of the termite ,rotecti,e, treatment,
<br />,, ._ p. F
<br />_ � f _ f -. . � um_ I. 1r`�c% ,hail Lc. Its 1 ,� �-: h II. In � r:n � k II . , �, c td to the u � d. rtrn_ t b t I_ ensed rest control
<br />t 9 F t
<br />_.--'m ,.-.,t JYII ff -a l :' .ir. � - ,- -� c ! <-• F' - - -� ^V I_ t __r ,.71n�, the. frll._wIn �t at_,m�nt: "The building I'1�15 recei��e.� r7 �c m 'le.te tr �atment for
<br />t g g p
<br />ttar �r:r_n�:Lr t ,'J �,Lk.terranean 'termes. itTre;atrnent is cc in aorc dane wca ith rulono laws establish c eJ
<br />by thcr F„ ,ri<-La Department of A,griruIh,,r6 and Consumer Services."
<br />o r - - r
<br />4 R_ F t f I� n. Pr, tcct I ^ _ I , '�r ,n i in' � n in a r � I r _ E � u J r p r _ et at g �c � �te _L �n ,�. ode floors
<br />Shall ,,-,t t;e ,4 rellvIc"c- cs,ntolrin materinl . IJ soil Yreotment is used For subterronean termite
<br />11, 'ct -cti-"n the ,,Iee✓e shop h_i,e � maximum wall thi✓_Kness of C.010 inch. crud be sealed within the
<br />ri Jr"c nc n - i'c:sive .I,imping dr Ic-e t< !iminotethe annlular, spnt:e bets -peen the pipe and the
<br />- = �. ,-. I, _ ,,: rflr_ e- 5h_:ill be Q :%IIe'J ul'-ide the SIoeve.
<br />Pl
<br />u. 3_ C- e rir n. Cells cn-7 cc,.Ities in case_ nr-u unlit c1n_a air ,aca s between 'L rink, stone or masonr
<br />_ r y
<br />, rr1 -r.J I ,.� .� �1= t) e � _ _ earl<� � ,all nr n r sr� ,ra.i, re�� r n n r r _ _ �d > N � . _ r. _ � � t ,. led � o Hato a y du ab
<br />,,,,.,.I .5- _,r1"'.er � ,Jlulu-i? C-on`.ninirq rnI tericaI r-iOr" to COnI., plaC.eme-nt.
<br />S T') BE;: .'FIFACTED TO H59b M1:ODIFIF_D PROCTOR AS DEFINE(-' Bl"
<br />S C' I` (, I
<br />NOTE:
<br />IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS
<br />BEFORE CONSTRUCTION BEGINS. DANSGO ENGINEERING LLG IS
<br />RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT
<br />ONLY. ANY DISCREPANCY BETWEEN FIELD GOND I TI ONS, OTHER
<br />DE51 G N PROFE551 ONALS' SHOP DRAWI NG5, GONTRAGTORS' BUILDING
<br />METHODS, AN D THESE SIGNED AND SEALED A RAWIN MUST
<br />SE L D GS US BE
<br />BROUGHT TO THE ATTENTION OF DANSCO ENGINEERING LLG PRIOR
<br />TO THE COMMENCEMENT OF CONSTRUCTION.
<br />ATTENTION: GHEMIGAL GHANGES IN PRE55URE TREATED WOODS
<br />AS OF DECEMBER 315T, 2003, GHROMATED GOPPER ARSENATE (GGA-C)
<br />WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL GON5UMER
<br />USE. SEVERAL NEW PRE55URE TREATED WOOD ALTERNATIVES HAVE BEEN
<br />GREATER TO REPLACE GGA-G. MANY OF THE NEW PRESSURE TREATED
<br />W0005 USE GHEM I CAL5 THAT ARE GORRO51 VE TO STEEL. IT 15 THE
<br />GONTRAGTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT
<br />AND TO SELEGT APPROPRIATE GONNEGTORS THAT RE515T GORR0510N.
<br />FOR EXAMPLE, AGO-G, AGG-0, GBA-A, OR GA-B REQUIRE HOT -DIPPED
<br />OALVAN I ZED OR 5TA I NLE55 STEEL FASTENERS. DOT 50D I UM BORATE (5BX)
<br />DOES NOT.
<br />REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS
<br />(RE: FRG R30b.4)
<br />R30_.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING CLA55 MIRRORS IN HAZARDOUS
<br />LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R305.4 SHALL PASS THE TEST REQUIREMENTS
<br />OF GP5C lb CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY" II AS INDICATED IN TABLE R308.3
<br />EXCEPTIONS:
<br />I. POLISHED WIRED CLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS
<br />SHALL COMPANY WITH ANSI ZG7.1
<br />2. LOUVERED WINDOWS AND JALOU5IE5 SHALL COMPANY WITH SECTION R305.2
<br />R30B.A HAZARDOUS LOCATIONS.
<br />THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF
<br />GLAZING:
<br />I. C-�LAZIN6 IN 5NIN&ING- DOORS EXCEPT JALOUSIES.
<br />A� J F A A <. �,L clr6 IN FIXED AND SLIDING PANELS OF SLIDING DOOR AS M I AN P t SE BL Ea D ,NELS IN
<br />SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES.
<br />_. G A'IN T L � 6 IN STORM RM DOORS.
<br />4. GLAZING IN ALL UNFRAMED SWINGING DOORS.
<br />5. GLARING IN ODORS AND ENCLOSURES FGR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS,
<br />BATHTUBS, AND 5HOWER5. GLAZING IN ANY PART OF A BUILDING HALL ENCLOSING THESE
<br />GOMPA.RTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING- IS LESS THAN 60 INCHES
<br />_S OR W (L� 4M hMEASURFD VERTI�ALLY' ABOF AN�STANDINr LKING SLRFAGE.
<br />F,. GLAZING; IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE
<br />NEAREST VERTICAL EDGE 15 WITHIN A 24-INCH(610MM) .ARC OF THE DOOR IN A CLOSED POSITION
<br />AND WHOSE BOTTOM EDGE 15 LESS THAN 60 INCHES 0524MM) ABOVE THE FLOOR OR WALKING
<br />SURFACE.
<br />7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS
<br />DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
<br />7.1 EXPOSED AREA. OF AN INDIVIDUAL PANE GREATER THAN G SQUARE FEET (0.,536 M2).
<br />7.2 BOTTOM EDGE LE55 THAN I� INCHES (451 MM) ABOVE THE FLOOR.
<br />7.3 TOP EDGE GREATER THAN 36 INCHES (6114 MM) ABO,%E THE FLOOR.
<br />7.4 ONE OR I-10RE WALKING SURFACES WITHIN 36 INCHES iH14 MM) HORIZOfNTA.LLY OF THE
<br />',LAZING.
<br />t'-. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR H HT A. ,� "I "E
<br />E 6 BOVE l J LKING SJRF�C�,
<br />1' I I' I^
<br />IrdG . G ARE TR. l A T PANELS A GTR , + L r-L E 5 hc. JRAL B LUS FR NET._ ND NON�I Lc LLI�! IN FI -PAN L LL ELS.
<br />'l. GLAZINCS IN VNALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SL,JIMMING POOLS, HOT
<br />S Al _ -
<br />TUB_ ,N SP D _ AS WHERE THE BOTTOM EDGE OF THE rLAZING I "THAN IN . r 5 LESS 60 CHES 15 4 1 1 M ( )
<br />ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MNi ) HORIZONT.ALL-r OF THE WATER'5
<br />EDGE. THIS SHALL APPLY TO 51N6LE GLAZING AND ALL PANES IN MULTIPLE GLAZING.
<br />10. GLAZIN6 ADJACENT TO STAIRLNA''5, LANDINGS, ,AND RAMPS WITHIN 3b INCHES (614 MM)
<br />_ l - S A HORN t+TA Y F A .JA KIN SURFACE H J XP , _ I_L O I L t C SJ GE W Ei THE OSED SURFA'_.E OF THE A I" E GL SS 5 LE_S THAN
<br />C-O INCHES ('1524 MM) ABOVE THE PLANE OF THE ADJAGENT WALKING SURFACE.
<br />I �LAZN� AL-JHCENT TO 5T IRWA1 _ <rIITHIN 6 INCH I 4 MM) H R � TA C E� (5< N O ICON LLY OF THE
<br />BOTTCN' TREAD CF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS
<br />LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD.
<br />EXGEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS
<br />LOCATIONS;
<br />I. OPENINGS IN DOORS THROUGH WHICH A 3-INGH(76 MM) SPHERE IS UNABLE TO PASS.
<br />2. DECORATIVE 5LA55 IN ITEMS I, 6 OR 7.
<br />3. GLAZING IN SECTION R5Ot5.4, ITEM b, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT
<br />BARRIER BETWEEN THE DOOR .AND THE GLAZING.
<br />4. rLAZIN6 IN SECTION! R 30;�).4, ITEM 6, IN IrdALL5 PERPENDICULAR TO THE PLANE OF THE DOOR
<br />IN ,A C1_05ED P0517ON OR WHERE AGGE55 THROUGH THE DOOR IS TO A CLOSET OR STORAGE
<br />AREA 3 FEET N14 MM OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH
<br />SECTION R302,.4, ITEM 7.
<br />5. 6LAZINr IN SECTION R30,5.4, ITEMS -I AND IC, WHEN A PROTECTIVE BAR IS INSTALLED ON
<br />THESE ACCESSIBLE SIDES) OF THE GLAZING, 36 INCHES ± 2 INCHES (1114 ± MM 51 MM) ABOVE THE
<br />FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER
<br />LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLA55 AND BE A MINIMUM OF I ,'z INCHES (5S MM
<br />IN HEIGHT.
<br />b. OUTBOARD PANES IN INSUL,ATIN6 CLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN
<br />SECTON R508.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLA55 IS 25 FEET (7620 Mho) OR MORE
<br />ABC)\ E GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEi5REE5 (O.79
<br />RAD) OF HORIZONTAL] SURFACE ADJAGENT TO THE GLASS EXTERIOR.
<br />7. LOUVERED WINDOWS AND JALOUSIES GOMFLYIN6 WITH THE REQUIREMENTS OF SECTION
<br />R5Oe.2.
<br />8. MIRROR5 AND OTHER GLASS PANELS MOUNTED OR HUNG ON A. SURFACE THAT PROVIDES A
<br />C01"ITINUOU5 BACKING SUPPORT.
<br />P. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND II IS NOT REOUIRED WHERE:
<br />ci.1 THE SIDE OF STAIRWAY', LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL,
<br />INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING HITH THE PRE05ION5 OF SECTION
<br />1012 AND Id07.7 OF THE FLORIDA BUILDING CODE, BUILDING: AND
<br />G.2 THE PLANE OF THE GLA55 IS GREATER THEN 18 INCHES (457 MM)) FROM THE RAILING.
<br />GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FRG / FBC
<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 />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
<br />EXTENDS TO SILL.
<br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
<br />D) SET LOWER COURSE OF BLOCK, MAINTAIN A UNIFORM JOINT WIDTH OF 3/8' PLUS OR MINUS
<br />I/8'. ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL 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 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 JAMBS AND HEADS IN LIEU OF CHANNEL
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
<br />LAP REINFORCING NOT LESS THAN (o INCHES WHENEVER iT IS NECESSARY 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 JAMBS MUST
<br />REMAIN FREE OF MORTAR.
<br />H) 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 WIPE DRY,
<br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
<br />WEDGES FROM LOWER COURSES 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 SEALING
<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 GLASS 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 />20 ga. PANEL
<br />ANCHOR -\
<br />e ga. PANEL
<br />REINFORCING
<br />(EVERY
<br />OTHER
<br />----_
<br />COURSE)
<br />ro" MIN. LAP
<br />SPLICE
<br />\-- SEALANT
<br />GLASS BLOCK DETAIL
<br />EXPANSION STRIP
<br />114" EXPANSION
<br />BOLT (2 PER
<br />ANCHOR)
<br />EXPANSION STRIP
<br />T
<br />�o" MIN. LAP SPLICE
<br />W/ REINFORCING
<br />PANEL
<br />NOTE:
<br />SEE GLASS BLOCK
<br />INSTALLATION NOTES.
<br />-010 mph FASTEST WIND : 130 mph, 3 SEC. GUST. FRG TABLE R301.2.13)
<br />-010 mph FASTEST WIND : 130 mph, 3 SEC. GUST, FBC TABLE 1606.1b.1)
<br />DAN SCO
<br />ENGINEERING, ILLC
<br />P.O. BOX 3400
<br />Apollo Beach, Florida 33572
<br />p. 813.645.0166
<br />f. 813.645.9698
<br />www.danscoengineering.com
<br />i
<br />0!
<br />O
<br />. -4
<br />N
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<br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND
<br />BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS
<br />COMPLY WITH 2O07 FLORIDA RESIDENTIAL BUILDING
<br />CODE JINCLUDING 2009 SUPPLEMENT). SECTION
<br />R301FOR 120 MPH. 3 SEC. GUST, EXPOSURE "C"
<br />ENCLOSED (INTERNAL PRESSURE COEFFICIENT = 1-0.18)
<br />WIND ZONE.
<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 />02011 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />02011-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 />H N
<br />1 1.12.10
<br />4.00 ADD STEM WALL DETAILS
<br />04.20.11
<br />4.01 REVISED NON -DROP
<br />GABLEI
<br />VERSION NO. 4.01 / 04.20.1 1
<br />CA 25948
<br />❑ SAMUEL A. GREENBERG,
<br />P.E. #34245
<br />H. HUYNH,
<br />rTHUY
<br />P.E. #60122
<br />IRWIN J. BENSON,
<br />P.E. #49758
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<br />„°" EET TITLE:
<br />STRUCTURAL NOTES
<br />SHEET INFORMATION:
<br />JOB NO.: 290127
<br />DATE ISSUED: 03.09.11
<br />DRAWN BY: DZ
<br />REVIEWED BY: TH/AS
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