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00-1140-003 . . - - � - _ - - REVi :SIONS BY ``n e'z f P - ? .+ n'f s 1•r, f s+ b , f f i Y . ._.__..__. _. . .. .— ...�.. . .-.__.. .. _.�_. .��..-._____._� ..__ - 6 -...., .: 4 �; . ..._r..—...._... _— .._._ .. «_.._. _ r t , �7 y tfe ...... .. ..I 1 J:. F 11 l r Ur)uD CE.II. (TIP)♦ .. _ ! x „+ r .J e­Fv �.11 i - R.rEINrORCED (�'f20 SuUi2!TY .AND t=C3 � L� 1;1`�T�'Y F'fVEt�Ci'1C�1� MASONRY ;'z ; ` tf `��� 5 I= _= WOOD BUCt�� WITH 4" �r�f�'I T!',PCON s -.. . - x 4 P.'7•. w GENERAL r f z E' 1...N� �. b QREWS @ ,4" FROM T11F :ANDS AND I5" O.C. I, Pf2loYiDE iNTRUgICt .4?`iD3UfLARY BEGURiTY DEYiCES AS 5 T FC?t2T1-I " I- CONCRETE MASONRY UNITS: - ' .r - �!) T N :tlAU1,KI2t6♦s I- STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE 5HALL BE LOAD HEARING'GRADE N-1 UNITS HAYING A MINIMUM 4 W., a Y , y ,'J Jr �` '; ' °lu►X7MWM Ui�aSEWIiERb�. liMBttDlu It�l r-N,APIER 3{a OF THE SOl1TN P]-ORiUA SUfLDfNCs COD.=. ARGHIT GTURAL, MEGHANIG.AL, SLEGTRIGAL DRANING5, 5HOP ORAWING5 COMPRESSIVE 5`fRENGTH OF 2500 P.S,I;, GON ORMING TO ASTM Gq0 FOR I t£ �} 1'' ' t`" L>J 2. ALL LOr.,KS ON EXTERIOR DOC>R5 ` ' ALL. 'BE CAPABLE OF RE5(ST1NG A AND 5PEGIFIGATION9, REaULTING F'M NOT LESS THAN 2,500 P.S.! USE 2 CELL HOLLOW GMU UNITS Z =1 s ' {_i ' .r'? t FOR ALIGNMENT OF WE85. 'r' b a ` E Cfi 300 LS. APPLIED IN ANY MOYi ,4SLE L?II�EGT101�1 A?`1D (1�I 2- st�oP DRAWINGS= z l -` ' ^. r d 2- MORTAR s f IF ,gGGORDAI�IC.E IUiTH RESiSTAt�tGE STANDARDS 5ET FURTH 11�i THE gOUtH - 5HALL GON1=oRM TO AT S G-270, TYPE M WIT+I A GOMPR>~551VE STRENGTH Oi~ 2500 P51 I t>l 3-- � ° S` -------T ""-' FLORIDA �1liLDI1�Y CODs. 3 1YPIGAL DETAIL S= ON THE NET AREA DAYS. { -�•l t`} if UNLESS OTHERWISE NOTED, DETAILS SHOWN ON THE DRAKNG5 ARE TO BE fttf 1yy�j4 � � I V F i ,: • GON5IDERED TYPICAL FOR ALL 51MIL-AR CON1)ITION5. 3 GROUT; � (� �• � � � � � ' 3. ALL. BiNGsLE EXTERIOR Sl1JINGs DOORS °.�NAl--L HAVE ,4 LOCK TOEY SHALL BE CONCRETE GON5l5TING 01= NATURAL SAND FINE AGGREGATE AND NORMAL '"" Q tf� OPERATED FROM THE EXTERIOR WITH A ?i1NiirILIM C b000 P0351BLE 4- ARGHITEGTURAL DRAWINGS: WEIGHT{�GOAR51^ AGGREGATES CONFORMING TO CyRAD1NG SIDE NUMBER 8 OF ASTM O-) 101 M ITN A-- SEE ARGHITEGTURAL;DRAWINGS FOR LOCATION, DIMENSIONS, ELEVATIONS G33, ORTLAND CEMENT' CONFORMING TO A5TM G150, AND 5HALL HAVE A :; .} ' . N s I `" , I KEY GI-IAP` ES OR LOCKING AUXILIARY �iNGLE ©EAD BOLT U1 r +.1 " N AND FINISH DETAILS I DR Al_L WALKWAYS AND OTHER EXTERIOR 5LA85 ON GRADE NOT GOMPRE551VE STRENGTH (I~ ,) OF 3000 P51 AT 28 DAYS- µ 1 HARDENED BOLT IN5ERT8, SHOWN ON STRh[ �URAL;DRAW1NGa. USE 4 INCH 5LA85 WITH 6 X 6 WI,4 X WI,4 WWF f ' '�' _ 0 Z. t j �`� ' I•---- - CBS.. 'lal.L UNLESS UTH):1 ^115E NOTED. 4- REINFORCING 5T)rEL: Y L v1 `f - (� � U.J •4 THE AGTIYE LEA1-- 01"•PAIRS Or EXTERIOR 8tk3iNG D BALL NAYE ' = f Q B- SEE ARGk(TEGTURAL DRAWINGS'FOR SLAB FINISHES AND DETAILS. 5HALL CONFORM TO ASTM A615 GRADE 60. DOW1=L ALL REINFORCEMENT TO' r �° f •-•" Uj I`s y` _' ( 81i3it DUOtw, THE G- .SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF DEPRESSED+ OBTAIN 48 DIAMETER LAP TYPICAL ALL VERTICAL AND HORIZONTAL 5I='LiGES. " L `', `' ±...I .. L>,Z© -=� 1 h� '3 r, 111 .1 81x1 11~ LOCY.S AS I\EtDL11 C) PDt2 .nIIN LE EXTER UR l {3 J »�-•- , } ;'I - IMPACT -RESISTANT GLAZING OR STORM SHUTTER SLAB AREAS AND FLOOR DRAINS, P051TION VERTICAL REINFORCING STEEL 1N EXACT CENTER OF FILLED GALLS �,. rj 1 r,, �w C7•w:t+} � 's � sr '1 I.�E UIRED.- (PRODUCT COiNTROL APPI3AVAIi A�ILI;,• tH,AGTtYE LEAF SHALL NAvE 1r1ULTIPLE F'OiNTa+ tDr• L.00i U1lTH 5/8' OR AS SHOWN. PLACE GROUT IN LIFTS NOT TO E?CG)=ED 4-O IN HEIC7HT. PROVIDE - (�' -T, !(� Q VERTICAL BAR5 AT ALL CORNERS, INTERSEGTlONS, AND EACH SIDE OF OPENINGS. ask, r. .t1• 1.Cn f !f'fi fl SEPARAT;~ IillILDTNG PE.RMZT RE�IJ FZ.)JD):. MiN_ THP.OW F30LTS WITH 11�RT3. 5- DESIGN CRITERIA • PROVIDF- I#5 1✓ULL HI`IGHT EACH SIDE OP OPENlNC79 AND AT D15GDNTIN000S )~ND ,, : s "-'uJ r ;. , r }� �, s OF ALL. MASONRY WALLS AND GROUT SOLID PULL HEIGH . ROVIDE GLEANUPa AT �„ i I^ OIL g, 14D4SES ON EXTERIOR OUT s IW_aIN� DOC3R$ WALL HAVE MON GOVERNING 13UILDiNG CODE= BOTTOM OF EACH POUR SOUTH FLORIDA BUILDING CODE Yn �� ' _t ' DOOMS AND WINDOWS BUGS DE7�AI Lw." SCALE_ — -----� REMOVABLE PiNS AND NON-EXPOSED 8f RUS, ROOF LIVE LOAD= 30 PSF r__ - _ . . ; ` WIND VELOCITY= 110 MPH 5•- HORIx01`1TAL .]OINT: ' , ` �;A _, s CAN E TRU55 TYi'E AT I� INGHI=S ON CENTER :t fit' _. _.Y�- _ N THE ,4MER PER A5Gt= STANDARDS, ( UR LAR) __ 4� ,, , t �µt l. ,. :•t. . S ,6 GLA53 AN1D EXi'ERiC3R DO013 SHALL COMi*'LY U31T o WALL OR S REINI+ORCiNG 5H !" BE #8 GA6 ".._.... t`IA'CIONAI- gT,N`1D,4�RDS il`I3TITUTE':3 STANDARD 29"E.I. D lMt : j s ALL STRUCTURAL WOOD AND 5HEATHING SHALL BE IN ACCORDANCE WITH THE ; J s *11 T 4.7LMd.Ff X� Wi 1 N1� 4/l r J c r„ T pT}IER N,N�I STANDARDS AND 5P)�GIFIGRTIONS OF THE AMERICAN INSTI N TE OF TIMBER LINTELS T ' L p r' 8, V(81C/fit F'�IEL GMERlOR DOOM GONSTRUGTION, PROVIDE PRECAST (OR AT CONTRACTOR'S OPTIt�N POURED IN PLACE).LINTELS KPr a.' `1 1 THE INSIDE LOCKtt'�1Cx ,gCTIVATItdG DEVICE OF LODaE AND S1UI1Y DG�Of� z O\/ER OPENINGS IN MASONRY 1'dAL1 8 AS FO!-1 OW5= 4'-d" TO 5'-ll" OPENINGS U5T= 8"X8" WITH A#5, 6=-0" TO y'-11" OPENINGS USE 8"XI2" WITH 4#6. f ..s r� SHALL CCYi'i 'LY IUBTN THE !�?"iERIG. t i`IATIC�N.�!� 3TA?yDARD lt�I3TIT1~ITE'3 r EXTEND LINTELS 8" EACH SIDE OP OPENING AND SET PRECAST LINTELS 1N l : f 5' `' , y STANDARD 2131.1. CEMENT GROUT. y(,(Dt1.1, cq(.q6,SS 000A'fr- o�.v=cl+ I.. I E IN5TALLED AND CC�N5TRi.ICTED 5O THAT t�i0 PANEL 9. l!liNDOUl3 SHALL 6 x D 03fTI0I�1 AND w f f' , t `' +.. . ....u._.. .-.....If CAM LIFTED F ROM THE TRP�tCK-5 UA4EN iN THE LOC i^' � r � �L' 113171-I TI- ARCHITECTIl�- �A.LLD"I SUM t''IA�S5 ' 1 i JL3f ti(nt Lh t P �' r t S 11 L,.,�;:! .' ,.•:s r •r' , - A,°J3C�GIATIOI�I 3TAhtDJSRD3 POR �E ENTRY RE813T `ICE , ,d AMA 13:' 33 f y � , K: .. ,.:; . ;, •.. n „ 2CAA) AND CG) EXTERIOR + ' :;,; PROVIDE LO'�.KB A3 PER c 3rc>a3�CA3 CB) OlU �}IALL BE LOCKED UJ1TN DEViGE CAPABLE C UiTH57ANC711 A { ,ri r«,•,: F- . �,' ,•• i c. ERA>3LE Dt�crlo�t. _ — E OF 150 I.B.. AF'F'L ED ii1 . 4 t'-,'♦�",:�- f.L' .� . •.:lf t 1rfEAT`18 f - ESCAPE &HALL ALSO C.OMPL.Y ♦� o =o:o,i,�1���1 . \+, ( 1 •• I . .. --ii: '$ �' • ` rt' d*aerlb*d 618 r 0. ltd. EXtERiOR 11,lt�iD04ll U� Vt8 ON T=',41�1s✓L8. '� "�� _ • t �aout:zc tA►:.•. WITH A DOOR Qi!-.C3PE �. �: ,. --r �°et:� Pldc Ati�l CE ppUR5 SHALL BE �ViDED WITH A DOOR 5C-OPE , .. .. .. , —.,.z, .4.,' ���` � cv ^ ��, •%