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F—___ ,_M_____.___ __ GUTHERAAAN STRUCTURAL INC.
<br />264 BUTT ERCUP CIRCLE
<br />v" D t� g y q/ E � A TAMM1 NTE SPRINGS FL z 1
<br />G9 EaE� S�dCUT (C� i I S° NCe1�s 3 7 3 tC
<br />%L�ICKNESS) WITHIN 24 HGURS ;�:? r 4o77es,o875 LlC.#2886 s
<br />» _ POUR (DO NOT INTERRUPT MESH') ; I
<br />L4 X 4 X 3/8 CONT. � 3
<br />8" CMU WALL A � � � m
<br />FORUMS
<br />W/ 3/4"�b J' BOLTS � I _ -,� � _ 3
<br />® 2'-0"o.c. ® DOOR _
<br />����- �f L
<br />s CONS. SLAB I -: 1 a
<br />N CO II l 1 -i _ - n y N A C IT CTURE �e
<br />#4 ®12 o.c. TOP y _ _ - ._
<br />1 SEE PLAN 0 3 T LNERIO INC.
<br />' ME E � ° IfE,-°`ORS' BY KE
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<br />g" LAP INC. OR EQUAL {STOP MESH", 1" - I E. o €AIR A�ii P f G I I $ N
<br />'_ // /i /\��,//' _�. 8xl8xl 8 'SUMP /,,� � � E =2'-6" CONNECTIONS B',`•TAIr;
<br />#4 @ 12 o.c. /\/�/\• \ 6 j!_.,_ "jlfE [ 3I e�� 3 � r , ( § 4
<br />HOR. EA. FACE �� #,�4 f� 1 3 I f CONSTRUCTION � �, F s r�L ��, ,.�E�_;FA,. ,dER �
<br />a— ,,.'4 4.. 12"Q.L < #fir 9 I y :i �.,PS° t .i _.-,.,na....• of
<br />®, _ _ 745 orients avenue, suite 1121
<br />EQUAL EQUAL ��eR �. EA. FACE � ! - f� r " Y Alby € ¢ Iry �d n- gy altamonte springs, fl 32701
<br />„ , d3nE ; e YPS 3 �L a 1 1 A _ S� b � ���� � � t! 7
<br />2'-0 X 2 - s El E° ATCR PIT \\� \\�\��\\ \ NO Y A „I;R y:,% � v _ CTil0� , :N A T. � �`� �� e phone: 40..830.1400
<br />12" REINF. o €,
<br />CONC. WALL �'® E /: _A.OUT L�i,,� ag I., I L_ C A° EE fax:407.8�0.4143
<br />FOR HYORAUL i � � x ,.. , � /FASHION, —� u
<br />;`fATI O; RE_C s Ate YULE,° 4SQUARES �E PRL, _..�u.
<br />� PLAN
<br />NLEVAroRs ONLY -L� \\ ". -a = AA0002731
<br />' € � � I i % THE RATIO OF LONG S€da TO SHORT SI:1�. v:iv=-ILD NO € b � y ` � � , T.O. SLAB �
<br />PROVIDE DOWELS o Imo , i �\ ' BARS TO MATCH EXCEED 1.5. MAXIMUM JOINT SPACING = 12'-0" � www.forumarchiteeture.eom
<br />TO MATCH VERT. ��; #4 0 9" //\//\// //.`/ FOOTING BARS 1 a ��` m
<br />REINF. TYP. LAP 1 A
<br />L T MIN. SEE PLAN FOR ' I 18 i - 1" MIN. CLEAR TO REINF.
<br />SEL PLAN FOR 2 -6 ( ) , DESIGNATION -� .� ,Y� �' � �
<br />4 @ 9 SLAB DESIGNATION e E
<br />N ELEVATION � ,�, 5 COIF ; .- °
<br />1� SEE PLAN AND FOOTING SCHEDULE
<br />#4 @ 9"o.c. EA. 1 FOR SIZE AND REINFORCING ADJACENT SLAB (COED -- ON PLAIN) a®a °pa
<br />'-4" '-0" SEE ARCH'L. DWGS. '-0" '-4" WAY TOP & BOTT. OR FILL @ o u ®o ®o u
<br />FOR SHAFT SIZE 12" 18" - - - N TYPICAL THICKENED LA AT STEEL STAIRS AIRS ° D
<br />2 5 TOP & BOTT. ® #4 ®9' = z -� I= ---i 1 00 N.T.S. c °®
<br />EA. # SIDE & EA. CORNER TYPICAL STEP _ ' 0
<br />SEE PLAN FORSLAB
<br />ELEVATOR PIT SECTION TYPICAL SUMP DETAIL FOOTING DETAIL 12" 1 #5 CONT THICKNESS (TYPICA°L) 3
<br />BENEFICIAL N.T.S. (AT SIDE WALL) N.T.S. SEE PLAN FOR RECESS
<br />SEE PLAN y COMMUNITIES
<br />THICKENED EDGE (T.L. SEE PLAN
<br />a 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239
<br />3'-6" NOTE:
<br />( )#4 �— INSTALL BELOW UPPER LAYER SEE PLAN FOR --� SEE PLAN FOR INTERIOR CMU WALL I r, -ill=i l l5 Room
<br />2 OF SLAB REINFORCING c , SEE SCHEDULE SEE PLAN FOR ---�
<br />(CTR ON CORNER) SLAB DESIGNATION EXTERIOR CMU ,HALL SLAB DESIGNATION FOR REINFORCING SLAB DESIGNATION I
<br />SEE NOTE ABOVE SEE FOR REINFDULE
<br />ORCING DOWELS TO MATCH®�P A A E E N
<br />�' CONT
<br />SLAB EDGE �'' I I s 0 C
<br />N
<br />VERTICALS r�� m
<br />2 4 X 6'-0" I DOWELS TO MATCH DOW ELS TO MATCH N.T.S. E
<br />SEE PLAN VERTICALS SEE PLAN SEE PLAT s
<br />(SEE ON CORNER) T.O. SLAB x x x X , T.O.SLABOL
<br />SEE NOTE ABOVE /'� d`�RT'CAI S o
<br />-i - T.O. SLAB 0)
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<br />I � 1-1 � I I I III-III-� I� I I 1=1 I I ITI III -III. =1 III-1 I I I I �: -I 11=1 I I-1
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<br />SEE PLAN -I 1=1 11=1 1= NOTE : SEE PLAN ,I ! 1=1 I I-1 1=1 11= -1
<br />- - SEE PLAN - ( I i'= NOTE
<br />- ll- FILL ALL BLOCK CELLS -® -11 11- COMPACTED- �-i � � �- -' -s
<br />T.O. FTG _ T. 0. FTG FILL T.O. FTG li - FILL ALL BLOCK CELLS 0
<br />-
<br />C Apartments
<br />ro �1 WITH 3000 P.S.I. WITH 300C P.S,I, I a'RiI�:ARY. BARS.
<br />__ CONCRETE • m----- r`'S RET BI_� �V GR D .� \ g
<br />1 COMPACTED I _mo_� O t RITE BELOW GRADE
<br />a FILL , I COMPACTED C 4
<br />I I FILL- I A. r� I 0
<br />SEE SCHEDULE FOR 3' CLR. I 3" CLR. L�,� FOR I �y:IRa;E-
<br />SEE PLAN FOR ADD L,_ SCHEDULE � 3' . a
<br />SLAB REINF. FOR FOOTING SIZE NOTE : FOR EFOOTING -li 1 I 3 N
<br />k a
<br />AND REINFORCING Ia B l
<br />SEE SCHEDULE FOR FILL ALL BLOCK CELLS AND IREINFO:F,,CING g s e E phyrhills, F�
<br />FOOTING SIZE & REINFORCING WITH 3000 P.S.I. _
<br />CONCRETE BELOW GRADE Er� :°B °'`a L ` T 9E£
<br />' a
<br />4 I e,, 3 9 �.._ S I�\.'.•.'TYP. SLAB CORNER REINF. TYPICAL EXTERIOR WALL mOOTIN( TYPICAL INTERIOR STEMWALL FOOTING AA` L FO�9 DOOR
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<br />N.T.S. N.T.S. N.T.S. : I
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<br />MASONRY FILLED CELL, SEE PLANI
<br />FOR REINF . (TYP.) L x Li 13 P I
<br />.. .. BAR -
<br />j BAR t i � 0 �30 r BAR � LA
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<br />�.J 0
<br />Pill
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<br />i ----�---�----�--1 -I-I---�-----I---fir �- !--- --�- CORNER SPLICE BARS TO BE SAME
<br />- - - 8 a
<br />MASONRY : I I ; I GROUT -FILLED CELLS - SIZE AND QUANTITY AS PRIMARY ° Jo P E.
<br />171 L_------1-L__-__J__-__-_-�- � 3000 PSI (TYPICAL.) BARS. John Gutherman Jr.,
<br />-- I I r 0
<br />1 I ' _
<br />(WINDOW & DOOR OPENINGS (WINDOW & DOOR OPENINGS X _ m I C
<br />.. B �.
<br />`� L REG #6 8
<br />R CONT. LATERAL — --------I—_-- I _—�-- I_-- I PICA' I TE SECTS a $ CORNER RS °
<br />BRACING AS READ » >� 7'-0" WIDE AND LARGER) 6'-6" WIDE AND SMALLER) vi - f —1 I
<br />PROVIDE PREFAB. L I I I o SET DISTRIBUTIONS:
<br />JOINT REINFORCING A , W
<br />O „ Z I I AT A S A FOOTINGS
<br />AT ALL CORNERS 0 P.T. 2x BUCK W/ Y4 x 3Y4 P.T. 2x BUCK W/ Y4 x 3Y4 o Q - - I�--_-------_F---1 I$ T_---� - -� -� 1{ --i- -- » 2 05138/15 BID &PERMIT SET
<br />TAPCONS AT 8 O.C., START TAPCONS AT 16 O.C., START _I o II I= II 4 1/2 x 4 1/2" CUT SCALE: N.T.S.
<br />» » Do = II II ii -
<br />PROVIDE PREFAB. T 4 FROM CORNERS. 4 FROM CORNERS. Q r 4__�__-__-__I-__ �_ _ _MASONRY IN r�EC I:OIa a
<br />Q Q JOINT REINFORCING AT 1_. --� I I �- - - -� - i &CLEAN -OUT HOLE. In
<br />ALL T-INTERSECTIONScc
<br />a
<br />BUCKS TO BE FASTENED HORIZONTALLY AND VERTICALLY TO
<br />SHEATHING DiAG BRACING PLAN VIES ` PLAN VIEW I
<br />CONCRETE BEAMS AND COLUMNS OR CONCRETE FILLED MASONRY. ��, ®® � �-�-DOWELS TO
<br />45• - �` MATCH VERT. �
<br />COMPRESSION WEB G.C. TO COORDINATE OPENING DIMENSIONS. B0•TAJD ARD HOOK
<br />SLOPING OR VERT DIAL BRACING NAILED TOP AN€� BOTTOM
<br />CONT LATERAL BRACE TO OPPOSITE SIDE OF MASONRY CONCRETE MASONRY TYPICAL WOOD DUCK TO CONCRETE /� g
<br />WEB TO PREVENT LATERAL COLUMN TYPICAL MASONRY I� ILLED CEL I� DE I AID..
<br />CEILING MOVEMENT - AT 20' O.C. CONNECTION DETAIL
<br />m
<br />CONT LATERAL BRACING
<br />LOCATED ON OR NEAR EjQ. d
<br />PANEL POINT
<br />e
<br />SEE NOTE 2 BELOW" I ' 8" MASONRY 6
<br />EXTEND JOINT REINF. 6" i PROVIDE DOVETAIL ANCHOR CONCRETE 8„ '- (2) CONT.
<br />I E COLUMN €--PROVIDE (1) #5 ' 6 TOP AND
<br />INTO CONCRETE COLUMN SYSTEM @ 16 o y. TO MATCH COLUMN € I EACH CELL I � B d -
<br />HORIZ. JOINT REII�aF: � � '. � �I I � BOTTOM
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<br />PLAN VIE W PLAN VIE I SHEET REVISIONS:
<br />I I r- 8' MASONRY €p w� I
<br />{MASONRY LAID BEFORE COLUMN) (MASONRY LAID AFTER Os_MII), -- - Zy O.C.
<br />I•
<br />'�� , ME
<br />I�l. 0 I 10 -
<br />TYPI� MASON Di�TAILS ----- °
<br />®, € —
<br />.T.S. ; I
<br />#5 EACH CELL E -
<br />DIAGONALS FORM BOTTOM CHORD fir' - (3) TOTAL 1=-4» �! , _ , 0
<br />BRACED BAY 0 20 FT OF TRUSSES CON .,RR` E II E F A � .'� : I D � � LE u
<br />INTERVALS; REPEAT ® (TYP) �� - j -
<br />BOTH ENDS 1. CONCRETE SHALL BE 4000 PSI STRENGTH.
<br />2. PROVIDE 1Y" CLEAR COVER OVER REINFORCEMENT, �
<br />1. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN CONSTRUCTION PAPER 3. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. o
<br />ACCORDANCE WITH THE "TRUSS PLATE INSTITUTE" BRACING OIL ONE SIDE ONLY -
<br />WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS, TERMINATE HORIZ. CAULK AND PI�EMOLDED �",
<br />HIB-91, BRACING IN THE PLAN OF THE WEB MEMBERS REINF. AT THE JOINT FOAM BACKING ROD Mkt® M�ASNORV COLUMN SCHEDULE
<br />a. THE TRUSS FABRICATOR SHALL PROVIDE AND LOCATE " 1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION.
<br />CONTINUOUS LATERAL BRACING FOR EACH TRUSS WEB REINF. CELL OR COL. 2, PROVIDE 9 GA. GALVANIZED LATERAL REINFORCING @ 8" O.C. HORIZONTAL.
<br />MEMBER AS REQUIRED. CONC. SEE PLAN 3. GROUT REINFORCED CELLS SOLID WITH 3000 PSI GROUT. 0
<br />4. MASONRY COLUMNS SHALL BE CONTINUOUS FROM FOUNDATION TO TOP OF WALL.
<br />b. LATERAL BRACING SHALL BE RESTRAINED BY DIAGONAL FILL VOID SOLID WITH 6
<br />BRACING (MIN. 2" THICK NOMINAL LUMBER). THIS MORTAR. (2) #5 C
<br />BRACING IS TO BE CONTINUOUS. O
<br />DISCONTINUED WALL
<br />c. A MINIMUM OF TWO ROWS OF DIAGONAL BRACING IS LATERAL REINFORCING (2) #5 E
<br />REQUIRED, ONE AT EACH VERTICAL WEB MEMBER v
<br />CLOSEST TO BEARING LOCATIONS. PLAN VIEW EDITED BY: JG
<br />2. THE BOTTOM CHORDS SHALL BE BRACED BY CONTINUOUS NOTES %(2) #5
<br />LATERAL BRACING SPACED AT 8'-0" 0. C. WITH A CEILING 1.- SAW CUT BOND BEAMS, TIE BEAMS 1" DEEP TO CONTINUE WALL PROJECT NO. 14-2984
<br />ATTACHED TO BOTTOM OF TRUSSES. OR IF NO CEILING CONTROL JOINT TO TOP OF WALL. �-
<br />I� FULLY GROUTED (0 '_ FULLY GROUTED `°! N FULLY GROUTED FULLY GROUTED t3
<br />IS ATTACHED TO BOTTOM OF TRUSSES BRACING SHALL 2.- CONTROL JOINT SPACING NOT TO EXCEED 25 O"o.c. v � �
<br />BE MIN. 2 x 4 @ 36" O.C. NAILED TO THE TOP OF THE I IN WALLS WITH MORE THAN 25'-O" OF UNINTERRUPTED y` CONT. REINF PER ev ° n€ C�� -
<br />BOTTOM CHORD. DIAGONALS PLACED AT 45• TO THE MASONRY. REFER TO D','G'S. FOR ADDIT ONAL SPECIFIED CONT. REINF PER CONT. REINF PER CONI. REINF PER
<br />DESIGNATION t7
<br />LATERAL BRACES SHALL BE LOCATED AT EACH END. LOCATIONS AS NOeED THUS (WCJ) �--a DESIGNATION DESIGNATION DESIGNATION
<br />IF BUILDING EXCEEDS 60 FEET IN LENGTH, DIAGONAL 3.- CONTINUE ALL BOND BEAMS, TIE BEAMS REINF. THROUGH THE JOINT. ' LU
<br />0
<br />U-SHAPED PRECAST U-SHAPED PRECAST U-SHAPED PRECAST LU
<br />BRACING SHOULD BE REPEATED AT 20 FOOT INTERVALS. U-SHAPED PRECAST
<br />CONCRETE LINTEL
<br />3/8" BACKER ROD & CAULK L- 1 L®2 CONCRETE LINTEL L- CONCRETE LINTEL i — CONCRETE LINTEL 0
<br />3. TOP CHORD BRACING SEE ARCH. 'DWGS
<br />a. IF PLYWOOD DECKING IS APPLIED DIRECTLY TO TOP I (8F8-1 B) ($F16-1 B/2T) (8F24-1 B/2T) {8F32-1 B j2T}
<br />CHORD, PROPERLY LAPPED AND NAILED TO DEVELOP
<br />DIAPRAGHM ACTION, BRACING IS NOT REQUIRED. a> w
<br />C.M.U. PRECAST LINTEL SCHEDULE , _ ® AILS
<br />8F16-2Bj21
<br />b. IF PURLINS ARE USED, DIAGONAL TOP CHORD BRACING BACKER ROD & CAULK N.T.S. 4 g U
<br />IS REQUIRED AT EACH END. IF BUILDING EXCEEDS 80 BAR SEE ARCH. D`NGS NOTES: Y i ?` r ��
<br />FEET IN LENGTH, DIAGONAL BRACING SHOULD BE 1, PROVIDE A PRE -CAST CONCRETE LINTEL OVER ALL OPENINGS, UNLESS NOTED OTHERWISE. INDICATES NOMINAL ` 1D H E O CA71ES Nt M03 F, h
<br />REPEATED AT 20 FOOT INTERVALS. � i S' °'�''�L PER MP,NUFACTIIRER RECOMMENDATIONS. INDICATES NOMINAL E_,EEP r-1 OF #5 REBAR GIB' �
<br />ALTERNATE s E .CID 2. MORE PRECAST LI N I�
<br />3. VERIFY WITH ARCrEI €I< `URAL DRAWINGS FOR SIZE & LOCATIONS OF OPENINGS. L-._---INMCATED NUMBER
<br />TRUSS
<br />PROMsIDE 4" MIN BEARING 0 EACH END. OF #5 RESAR 8071OM Q
<br />WOOD TRUSS BRACING DETAIL CMU WALL CON T OL � OI N T " W DETAIL 5. PROVIDE A PRECAST LINTEL Wffld A 2" RECESS AT DOOR LOCATIONS. COORDINATE WITH ARCHITECTURAL DRAWINGS.
<br />6. FOR 12» (NOM MASONRY LINTELS 1 7 CONTINUOUS MAY BE SUBSTITUTED FOR (2) #5 CONTINUOUS. S3.01
<br />N. r.S. ) { )
<br />t. #F#--#B j#T INDICATES DESIGNATION. L
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