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HomeMy WebLinkAbout3401 St Johns Pkwy (a)- M OF M.C. MOMENT CONNECTION MASONRY CONTROL CONTNUOUSBOTT 7_ ALLREINFORCING DETAILS SHALL CONFORM TO MANUAL STANDARD PRACTICE - FOR - _- - - - - _ - - ---_-=� B.S. BOND BEAM _ W.O. K. KIP ; _ �_ -.- - _= FOOTING SIZEB _ _ _ DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION. ON, UJIESSJOINT - - - -- _-_ - -- - - _= BIT BITUMINOUS UNLESS THE WALL IS Y FULL $RACED BY THE CONTRACTOR -FOR LATERAL PRESSURE_ -D. UNLESS OTHERWISE REQUIRED BY THE - -- - _ DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS: _6 IN GENERA, T IS THE INTENT OF PLANS AND SPECIFICATIONSTHAT ALL PREMANUFACUD MEA STAIRS - DOCUMENTS. -_ ; - - BLDG BUILDING MECH MECHANICAL WATERSTOP - CONTRACTOR AND SHALL REMAIN IN PLACE UNTIL -AFTER THE FLOOR SLAB 4R OTHER d: PLACE MORTAR ON CLEAN UNITS WHILE THE MORTAR IS SOFT AND - , _ _ SHOP CONNECTIONS WELDED OR BOLTED ALL FIELD CONNECTIONS BE BOLTED - - - - - _- -- - -` - - - - BLW BELOW _ - - EZZ MFR ---'--' MEZZANINE MANUFACTURE ER MANUFACTURE(ER) EL = ELEVATION MARK- ON PLAN - - 8.- CONTRACTOR SHALL REVIEW ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE AND -ETC. - WWF EXCEPT WHERE NOTED OTHERWISE. - - -- 1 COMPLY WITH THE REFERENCED OF THE FOLLOWING - - - - _ - - M, - B _- -�- - BEAM . _ -- _ - _- _ FABRIC _ LOCATION OF EMBEDDED ITEMS. SLEEVES. SLAB DEPRESSIONS. SLOPES. _ - - - PROVISIONS . -- _- _- _. _ - BOT BOTTOM MIN f. PUKE MORTAR SO THAT ALL JON TS OF -SOLD UNITS ARE FULLY MINIMUM -_ _ RE IRED BY OTHER TRAD S. = S i QU E THE E ITEMS SHALL BE FURN SHE_ D AND INSTALLED 7. VERIFY THE LOGAT10ht AND SIZE OF ALL ROOF AND FLOOR- OPENINGS Fit STANDARDS AN SPECIFICATIONS.= - S S D - - -_ FILLED WITH MORTAR. - B.P. _ _ BASE PLATE - -- ML MICROLAM --, ELEVATION CALL LL OU7 PRIOR TO PLACEMENT OF CONCRETE - _EXACT MECHANICAL PM WITH THE MECHANICAL CONTRACTOR PRIOR TO FABRICATI ECH CAL fQUI ENT E A AMERICAN SOCIETY FOR TESTING METHODS ASTM } (ASTM) -, -- _ RDG -- BRIDGING mom ILL THE BED AND HEAD JOINTS OF HOLLOW UNITS NTH _ . FMORTAR,- MOMENT _ - - _ - _ OF MATERIALS_ -SEE TYPICAL DETAIL FOR FRAMING AROUND OPENINGS. _ N B) AMERICA IRON AND STEEL INSTITUTE- (AISI) SPREAD ACROSS -THE WIDTH OF THE FACE SHELLS.- BRG - HEARING - M_ . 0 MASONRY OPENING - 9. I CONTRACTOR SHAT . VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, ANCHOR BOLTS, • - - - _ - - _ OCIETY, ANSI AWS D1.1-90 - - C) AMERICAN WELDING S / _ . BRK= = _ BRICK M.S. -METAL STUD _ . - - SE INSERTS, TS, ETC., AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. 8.. ALL STEEL BEAMS SHALL BE FABRICATED WITH THE NATURAL CAMBER WITHIN THE ( � _ D -METAL STAIRS MANUAL _. S. _. BOTH SIDES - - MTL - METAL I _ MILL T CE LOCATED ABOVE THE HORIZONTAL CENTERUNE BETWEEN THE END OL•EttAN ) E) STEEL STRUCTURE PAINTING COUNCIL (SSPC) -_ - BTWN - BETWEEN- _ N 10. WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS, THE LENGTH OF ANY HOOK, IF CONNECTIDNS. - - - - _._- B.U. BUILT UP - - P F NORTH ARROW _ J OR 0 - REQUIRED IS NOT INCLUDED. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS D U S - 2 QUALIFICATION OF WORKMEN: - - _ - - -N - � N.S. SNEAR SIDE . OF ALL T BARS OF AND AT SLABS GES ED - - 9 STEEL SH APES, LATES, ETC WHICH ARE EXPOSED TO WEATHER SHALL BE p A) USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY -.- - - -- - _. N.S.F.S. NEAR SIDE FAR SIDE 11. CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO GALVANIZED. , ; 4 TRAINED AND EXPERIENCED IN THE NECESSARY E ECESS CRAFTS AND WHO ARE _ - = C C - - = I T CENTER TO CENTER - NT - S N A NOT TO SCALE SUPPORT REINFORCING STEEL SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE 10. PROVIDE ONE COAT STANDARD SHOP PAINT ON ALL UNGALVANIZED PIECES EXCEPT COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE -�- - C.B. • CONCRETE BEAM 0 = FILLED CELLS ON PLANS AND DETAILS - SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL -OF A S FIREPROOFING. AT AREAS FOLD WE AND S TO RECEIVE CEMENTiTUOU TO BE LDED A RE- METHODS NEEDED TO PROPERLY PERFORM -THE WORK OF THIS SECTION. _ CANT CANTILEVER - -B QUALIFICATION OF WELDERS: ) Q � ' - C.C. - - --_ CONCRETE_ COL - OA. OVERALL _ � 12. CONTRACTOR SHALL PROVIDE 3 4 INCH CHAMFER ON ALL EXPOSED CORNERS OF / 11. A TOUCH UP FIELD WELDS AND ANY DAMAGED ARE S OF .PAINT IN FlELD AFTER 1 USE ONLY .CERTIFIED R E WELDERS, HOLDING CURRENT CERTIFICATION. . - _ _ C.I.P. CAST P C S IN LACE O.B. i OVER BUILT - _ _ COLUMNS, BEAM AND WALLS UNLESS OTHERWISE INDICATED ON THE ARCHITECTURAL S. ANl IN AINT F T CH UP OF VANI WELDING. (USE GALV Z G P OR OU GAL ZED STEEL). IN THE SHIELDED ARC PROCESS FOR ALL WELDING PERFORMED IN - - C.J. - - CONSTRUCTION JOINT - - O.C. ON CENTER DRAWING. - CONNECTION WITH THIS STAIR WORK. - - - _ _ OR CONTROL JOINT O.D. OUTSIDE DIAMETER PAN {RECTION S D -' - - 12 - _ - HEADED STUDS SHALL BE NELSON TYPE OR EQUAL WELD HEADED STUDS TO EMBEDDED <_ _ - - r - _ _- � o CL CENTERLINE O.F..OUTSIDE FACE - - --_- _ 13. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEIGENL• -__ - PLATES 70 DEVELOP_ THE FULL TENSION CAPACITY OF THE STUD.- - 3 DESIGN CRITERIA - _ - -- -: -- - CLEAR ANCE - OPNG OPENING -- _ - _ _ _ A) STAIRS AND LANDINGS SHALL BE DESIGNED TO SUPPORT A LVE LOAD OF _ C.M. CONCRETE MASONRY OPP OPPOSITE 3 CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH_ 13. ALL WELDS SHALL E VISUALLY INSPECTED BY AN APPROVED LICENSED TESTING 100 POUNDS PER SQUARE FOOT. HANDRAILS SHALL BE DESIGNED AND . -- - - C.M.U. ON MASONRY CONCRETE ASO RY UNIT - -- _ 2" CONCRETE EXPOSED TO EARTH OR WEATHER THROUGH 8 BARS �6 #1 COMPANY. SEE SPECIFICATIONS FOR -,ADDITIONAL TESTING REQUIREMENTS. CONSTRUCTED F A CONCENTRATED LOAD OF 2 APP AT ANY 00 LB LED t - COL coLu MN - _ P _ - t 1 2 CONCRETE- EXPOSED TO EARTH OR WEATHER, 5 BAR AND SMALLER. / � _ _ ���' � T AN t IR POINT D N ANY DIRECTION, AND FOR A LOAD OF 50 POUNDS PER - -,-= _ _ COORD _COORDINATE - - _ - - TARGET ON PLAN AND DETAILS 1 1 ' /2 CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH - _ =-- LINEAL FOOT APPLIED IN ANY DIRECTION. EXTERIOR STAIRS SHALL BE - - - - -�ON�- . _ - CONCRETE P.A.F. POWDER ACTUATED FASTENER _ FOR THE PRIMARY REINFORCEMENT, TIES, STIRRUPS, AND - DESIGNED TO RESIST THE WIND LOAD INDICATED ON THE STRUCTURAL DRAWINGS, - _ -- CONN - CONNECTION. - PC. PRECAST - SPIRALS IN BEAMS AND COLUMNS: . - p _- B) COMPLY WITH .REQUIREMENTS OF THE METAL STAIRS MANUAL -- - E _ - CONT _ , CONTINUOUS - PERP PERPENDICULAR - -_ CONCRETE _ 3/4 TE NOT EXPOSED TO WEATHER NOR IN CONTACT WITH OPEN WEB STEEL ,)GISTS - - - C) DESIGN OF ALL COMPONENT PARTS INCLUDING CONNECTIONS TO STRUCTURAL -- - -- _ - - CONTIR ' - CONTRACTOR PE _ PENN PRE-ENGINEERED PENETRATION= _ STEP _ EARTH FOR SLABS. WAILS, AND JOISTS,' X11 BAR AND SMALLER. 1. - = STEEL JOIST MANUFACTURER SHALL BE A MEMBER OF THE STEEL JOIST INSTITUTE. _ ELEMENTS SHOWN ON THE CONSTRUCTION DOCUMENTS SHALL BE THE - - - - CONST CONSTRUCTION COUNTER SINK PERIM - .- _ PERIMETER _ 14 HORIZONTAL WALL AND FOOTING BARS SHALL BE BEN OLIN CORNERS OR BENT DC RESPONSIBILITY OF THE FABRICATOR AND SHALL BE PERFORMED UNDER THE DIRECT -SUPERVISION OF A FLORIDA REGISTERED ENGINEER _ CSK _ r R o PL PLATE `- CORNER BARS WITH 2'-6' LAP SHA PR LL BE OVIDED. 2. STEEL JOfSTS SHALL- CONFORM TO THE REQUIREMENTS OF -THE LATEST EDITION OF - - --JOINT " _ CSJ_ CONSTRUCTION IN CENTER PLY _ PLYWOOD _ THE AISC STANDARD SPECIFICATIONS OPEN WEB STEEL JOISTS KSERIES. -FABRICATION- - 4 SHOP DRAWINGS: SUBMIT. SHOP DRAWINGS FOR AND ERECTION OF - - _ -_ -. - - - . - CTR _ CTR*D _ TE CENTERED - P.LF. P POUNDS PER LINEAL FOOT _ _ _ - _MOMENT CONNECTION - - - - 15: HORIZONTAL KEYWAYS IN CONSTRUCTION JOINTS SHALL BE PROVIDED �l BEAMS, _ 3. .BOTTOM � CHORD OF K SERIES ;�T SHALL BE FABRICATED OF TEES OR ANGLF.S� N -��+ STAIR LANDINGS AND HANDRAILS.- INCLUDE PLAN ATI S. ELEVATIONS AND DETAILS _ - _ PNL PANEL _ A SUPPORTED SLABS, AND WALL FOOTINGS WITH A DEPTH OF 1-1 2 AND HEIGHT EQUAL / _ . L EU OF RODS - - .y - OF SECTIONS AND CONNECTIONS. SHOW ANCHORAGE C GE AND ACCESSORY ITEMS.- _ P M F-= RE ANU - .O PRE -MANUFACTURED - T -THI ONE RD OF THE MEMBER'S DEPTH. REINFORCEMENT SHALL BE CONTINUOUS _ _ _ - - - A) -SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED - _ - PREFAB -�"� PRE FABRICATED THROUGH CONSTRUCTION JOINTS UNLESS OTHERWISE NOTED ON THE DRAWINGS. 4. COORDINATE THE EXACT LOCATION ALL MECHANICAL ARCHITECTURAL OPENINGS - ENGINEER STRUCTURAL CALCULATIONS MAY BE REQUIRED AT,THE DISCRET[Opt - _ _ - DBL DOUBLE P.S.F. POUNDS PER SQUARE_- FOOT _ - REVISION MARK � CONSTRUCTION JOINTS MAY BE USED ONLY AT LOCATIONS SHOWN ON THE DRAWINGS OR AT OTHER LOCATIONS APPROVED BY THE ARCHITECT..- - WITH THE MECHANICAL AL AND ARCHITECTURAL -DRAWINGS DRAWING AS WELL A WITH OTHER E E C AL O E _ - OF THE ARCHITECT. - -_. _ D.L - - -_ - DEA D LOAD - -UNDS P.S.I.P.S.l. PER _ - _ SUBCONTRACTORS PRIOR TO FABRICATION OF JOTS HEADERS. - TS A� H E _ - 5 MATERIALS - - - _- DEPT = .___._ -- - -- __ - DIA DEPARTMENT E DIAMETER TE - P.S.L. _ _ SQUARE WCN PARALLEL STRAND LUMBER 16. _ CONTRACTOR SHALL KEEP A COPY OF FIELD REFERENCE M A A FERE CE MANUAL- (Cl PUBLICATION - SP 15 'LATEST EDITION AT THE PROJECT FIELD OFFICE. ) 5. _ ALL HANGERS SUPPORTING MECHANICAL EQUIPM ENT, PIPES. AND OTHER CONCENTRATED - A STEEL PIPE: ASTM A501. - - ) - 3 _ -` DIAG DIAGONAL PTN PARTITION GENERAL CONDITIONS - - LOADS TO BE SUPPORTED BY THE BOTTOM CHORD OF JOISTS SHAH BE LOCATED AT THE © B) SHEET STEELASTM A366. - =DIM DIMENSION P.T.PRESSURE TREATED _ 17. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 50 BAR DIAMETERS POINTS � JO JOIST PANE PIN OR PROM ST STIFFENERS r C STRUCTURAL STEEL- ASTM A36. EXCEPT W -SNAP S• ASTM A 7 GR 0 } ( E , S 5 Z ADE 5 ) = - DIST DISTANCE _ _ 1. IF - MATERIALS, QUANTITIES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR - FOR BARS 6 AND SMALLER AND 62 BAR DIAMETERS FOR BARS 7 AND LARGER TYP. 6. JOIST BRIDGING SHALL BE FURNISHO A2 INSTALLED TO MEET THE DESIGN AND D STEEL PLATE- , ASTM A36. ) - .-- - T = - DN. - ', - DOWN R SPECIFICATIONS ARE NOT IN AGREEMENT WITH THESE NOTES, THE BETTER QUALITY AND/OR GREATER QUANTITY.STRENGTH IN I t / QU OR SIZE INDICATED, SPECIFIED OR NOTED EXCEPT WHERE OTHERWISE NOTED ON THE DRAWINGS. FOR BEAMS AND ELEVATED - SPACING REQUIREMENTS OF THE SJI, STANDARD SPECIFICATIONS FOR OPEN WEB STEEL _ E STEEL TUBES: ASTM A500. - ) _ -_--- -- - _ - -' --.I7 Tt- DETAIL- /-f - M.n„,P• [l.l.1, nr nnn.nnrn - , SLABS. LAP BOTTOM STEEL AT THE SUPPORT AND TOP STEEL OVER THE MI SPAN MIDSPAN. _ - were- ricr unof7n TAA CDtn/`IAI(` rro cunoT CRAM OMC InICTC IWIccc ►inTrn = - - - _ _ Fl STAIR FRAUINr.- FARR1rATF STRIN(.`FRc OF cTRi Irn IRer cTl=n rJ4 ANNFI c- ' - - - W.F.VID UN 5 N I - t Lt 5 U tU U IHEKWI�E UN -PLAN. b. U�li 318- THICK JOINTS BETWEEN UNITS.- - - - _- - - - E FLANGE - - 3 DETAfIFR MALL BE RESPONSIBLE FOR CHECKING ALL ARCHITECTURAL AND _ W.O. K. KIP ; _ �_ -.- - _= WINDOW OPENING 5. BACKFILL AGAINST A WALL -SHALL BE PLACED EVENLY ON BOTH SIDES OF THE WALL c. 70� ALL JOINTS WITH A ROUND JOINTER WHEN THE MORTAR IS _ _ -RAR - - MECHANICAL DRAWINGS FOR OPENINGS AND BEDS AFFECTING EMBEDS, EC G STRUCTURA" L �- -y. - - - - _ _ _ K.O. KNOCK OUT _ _THUMBPRINT A M SONRY -(MASONRY) UNLESS THE WALL IS Y FULL $RACED BY THE CONTRACTOR -FOR LATERAL PRESSURE_ -D. UNLESS OTHERWISE REQUIRED BY THE - -- - - _ - --NTRACT - KWY - - W.P._ _ KEYWAY WORKING POINT SUCH BRACING. INCLUDING ITS DESIGN. IS THE SOLE RESPONSIBILITY OF THE DOCUMENTS. -_ ; - - = 4. , -SHOP DRAWINGS SHALL BEAR THE INITIALS OF THE DETAII.ER S CHECKER ANd BE - - WS. - WATERSTOP - CONTRACTOR AND SHALL REMAIN IN PLACE UNTIL -AFTER THE FLOOR SLAB 4R OTHER d: PLACE MORTAR ON CLEAN UNITS WHILE THE MORTAR IS SOFT AND - , _ APPROVED BY THE CONTRACTOR BEFORE SUBMITTAL TO ENGINEER. j - WT WEIGH T - STRUCTURAL ELEMENT BRACING THE W H ALL AS BEEN CONSTRUCTED TO THE -- PLASTIC. -- - - - - WWF WELDED WIRE - ATI SATISFACTION OF CPH CONSTRUCTORS INC. AND THE ARCHITECT. - 5. - USE OF REPRODUCTIONS OF THESE CONTRACT N THE ODU E CON C DRAWINGS BY ANY CONTRACTOR, _ - _- _ FABRIC _ e. O NOTDISTURB- D THE UNIT AFTER IT IS Tl _ POS POSITIONED. _ - - SUB -CONTRACTOR ERECTOR FABRICATOR MATER!I AL N OF - • - - _ W -- I WITH 6. REFER TO SOILS P O lS RE ORT PRIOR TO CONSTRUCTION FOR DEWATERING RECOMMENDATIONS. ONS.. f. PUKE MORTAR SO THAT ALL JON TS OF -SOLD UNITS ARE FULLY PREPARATION OF SHOP DRAWINGS SIGNIFIES HIS ACCEPTANCE OF ALL INFORMATION - � FILLED WITH MORTAR. - SHOWN HEREON AS COR - CORRECT, AND OBLIGATES HIMSELF TO ANY ,1(JB EXPENSE, REAL OR = - - IMPLIED, ARISING -DUE TO ANY ERRORS THAT MAY .00CUR HEREON. - - -. ILL THE BED AND HEAD JOINTS OF HOLLOW UNITS NTH _ . FMORTAR,- _ - _ SPREAD ACROSS -THE WIDTH OF THE FACE SHELLS.- 6. IF REPRODUCTIONS THESE CONTRACT DRAWINGS A IN Off/ OF ESE DR GS RE USED LEU OF - - - •- - _ - - • - - aRFaeRenrW AF clam nReunNrc Tui eRruiTFCT'c no nrucQ nrcirm - r'3 - --13.3 k 2.7 k <r - � - _ - _ 0 _.13 13 0_ J - - MEZZANINE AT - -127 11 _ 1 k --,F z_2 k l-1 Reaction k 79.4 - 9 - - in u it - p direction during - wire_ changing only eachIT V l III V to 111 111 I I f \_pt% (11111/ / / I / I —� I / Y / / l / /E / / / A ir1rA u%c'iN Tei' 1_\ / Llr �� I .I � I fr A 913'-0 stl „� a .� • I R( ir1 ) li a s t�--. \ t/-1 - - ► i—� —2 3/4 = _ 2' S - - -- FF. EL _ 99�-7 1 4" 6 / �$ -- b REFER TO THE CIVIL DRAWING F S OR THE TRUE INDICATES 8 REINFORCED MASONRY W/ # 5 AIL Kt—tN tKaNT coRNERS, TYPICAL . - - - _ 3670 MAGUIRE BOULEVARD- SUITE 110 - ..� o - .- ORLANDO. - FLORIDA 32803 _t _ - - ELEVATION ABOVE MEAN SEA LEVEL, PLACE SLAB OVER 8 MIL POLYETHYLENE SHEETS WITH TAPED VERT BAR AT CENTER OF WALL IN GROUTED CELLS AT 2 -0 O.C. PROM DE ADDITIONAL 5 a # 12. SEE THE ARCHITECTURAL DRAWINGS FOR REVISION -- ADDENDUM - 3 tD _ o JOINTS TO PROVIDE VAPOR BARRIER. R� VE CAL REINFORCEMENT AT EACH SIDE OF DIMENSIONS NOT OVEN. 3 �3 0 a a o Q o M - t NOTES: 3. INDICATES FOOTING TYPE. 0 OPENINGS, DISCONTINUOUS ENDS _ 13. o INDICATES CONCRETE COLUMNS_ ` 4 STRUCTURAL REV.—Oi T2 O1 *B1 o 0 o a o o o �, _ � 1. COORDINATEM METAL BLDG. COLUMN LOCATIONS W/ METAL BLDG. DWGS. PRIOR TO _ SEE FOOTING SCHEDULE ON SHT S-401 AND SHT S-612 FOR T DETAILS OF INTERSECTIONS AND CORNERS: _ _ SEE CONCRETE COLUMN SCHEDULE ON SHT 5-401. STRUCTURAL REV. -06 TVol 0 00 o0 00 o0 0 oa o 00 0 0o a a o _ FABRICATION & CONSTRUCTION. 3 MON�IT>i IC FOOTINGS AS DENOTED BY ##� O DOWEL ALL REINFORCING INTO FOOTINGS _ _ I _ o _ - AND PROVIDE 48 BAR DIAMETER LAP ® INDICATES MASONRY COLUMNS. _ PAPER I! IC - - II II (l I IC II (I C I _ ;, t !- � 2. SEE GEOTECHNICAL REPORT FOR SITE DEWATERING 4. # INDICATES TOP OF FOQTING. , - _ ..- SPLICE WHERE RS E EQUIRED. ALL VERTICAL REINFORCEMENT IS THE FULL HEIGHT OF SEE CONCRETE COLUMN- SCHEDULE ON SHT -401.i - - X MACHINE � - j _ _ PROCEDURES PRIM `TO CONSTRUCTION. F TOP 0 FOOTING EL - 97 -0 U.N.O. � )THE -ALL W NOTED OTHERWISE. _ 14. � INDICATES MASONRY CONTROL JOINT PER t -- .. - _ .- - 11 I I I I II II !! I -CI 1( it (fil - . _ _ .� 3: CONTRACTOR SHALL LOCATE AND COORDINATE 5 5. 1 INDICATES CONCRETE COLUMN TYPE G OF FILLED CELLS SHALLWALL_ APPLY OVER APPLY OVER OPENINGS ALSO. OPENINGS - 5 S 613 FULL HEIGHT OF / - ! - - - t EQUIPMENT PAD AND EMBED PLATE _SIZES PER COLUMN TYPE IS TYPICAL U.N.O. ON PLAN. LA _ _ _ D � Q O � DO � Oo o aD D Do O OO 0 � O _ � REGARD EQUIPMENT Qu ENT DRAWINGS PRIOR TO _ SEE SH S40 F T. 1 OR COLUMN TYPES. - _ - PROJECT NO. - 99Z3Z FABRICATION AND CONSTRUCTION. _ _ 6. INDICA CP TES CONCRETE PEDESTAL TYPE SEE _ _AS SCALE - t - NOTED 14 S-612 15/S-612, 16/S-612 AND 96 - - 8/S401 FOR SIZE AND REINF - DATE - �Q /�� f l - _ _ FLOW LINE- OF - .. 7. INDICATES MASONRY C COLUMN TYPE SEE - _ - - DRAWN -IiVRQ- -- --- - - _ - _ TRENCH _ EL r - w - 7 11- - A - 11 � __ � -- _ - _ � _ . - - -5/S401- FOR DETAI _ _ - - - _ _ _ _ � , � - - - _ - - - - - CH - _ - �., CFM/NFC Q — - -- PAUL J. FORD AND COMPANY t 0 STRUCT-URAL ENGINEERS ao '* 0 -- 3670 MAGUIRE BOULEVARD- SUITE 110 - o o ORLANDO. - FLORIDA 32803 0 - - - PHONE N0. - 407-898-9039_ = m � FAX N O.:407 -897-3662W Q - - - PAUL J. FORD AND COMPANY- STRUCTURAL--.ENGINEERS 00 ago Cl _a 3670 MAGUIRE BOULEVARD SUITE 110 = o o ORLANDO = F FLORIDA - 32803 0 0 v = _ :- , PHONEN - 0. 4Q - 898 9039 7 = = a _ - FAX _ N0. 407=897-3662 `J OF Cl \�/f)� r ^- vD, is V/ LL LL JZQ J Jou) - = Q W00 C) .. U LL _ Z-� a u)u, V ul � CL Q - - - PAUL J. FORD AND COMPANY- STRUCTURAL--.ENGINEERS 00 ago Cl _ - 3670 MAGUIRE BOULEVARD SUITE 110 = o o ORLANDO = F FLORIDA - 32803 0 0 z - = _ :- , PHONEN - 0. 4Q - 898 9039 7 1 m _ - FAX _ N0. 407=897-3662 `J - F �- - - - - - - _ _ -- __ - -- - - - - - - - - - - - - - - - �-_-_�� _ - - �-F - - _x _ _ - - -� _- - ._ _ - - - - - - - - - - _ - - - - _ - - - � - - - - � - �_ - � --j _ - - - - - - - - - - - - - - - - - - -- - - - - - - _ - - - - - - - - - = - _ - - = s--_ - - _� _ ._ i - ._- - - - - - - - ,-- -- _= - - � �- -- _- - _ - - -- - - - - - - - - - _- - - - - - _ - - - - - - - - - - - - - _ - - - - - - ��- z _.-- _ �- -R - - - - _ = - - - -- - - _ - - - - - _ - - - e =� - - - - _ -- _ - - - - - - � - -- a - - - - - -- - - - - - - - - - - - _ _� ��_z _ .,�_. _-.�---s _ � - -- - - - _. v _ - - - __ - - - - _,a� a_ �s -- - � - _ �- - - - _ - - _ - - - - =- - - _ - -- -T < < T �_�-- - - _ _ - - - `� - - - - - - - - - - - - - - - -- - � - - - - - - - - - - - - -- -- - - - _ - - --- - -- - - �� � R .� � _ - �-�„_ �� - - _ - - - --- - �-�' _ - - - - - - - - - T- _- - _f - x x X X X X x X X = CORNERS ANU At ALL REENTRANT CORNERS I 1 1 q MLLLANINF A I w I - 3 3 3 3 3 3 `4 3 3 3 r » EXTEND BARS 2'-6 INTO SLAB IN LIEU OF 1 1 1 1 = �° 119 —0-1/2"' �c 125-7 3 OF CORNER BARS. U.N.O. I (241(9 I 1 W24x68 W24x68 W24x68 W24x68 T.O.W. 118 -11 ¢ I t B SCALE: 3/16" 1'-0" S - 7. COORDINATE WITH MECHANICAL DRAWINGS ` FOR FINAL SLAB PENETRATIONS. CONFIRM - - - T.Q.W. 121'-5' SIZE AND LOCATIONS OF ALL PENETRATIONS ( 124K8 I AND OPENINGS WITH PAPER MACHINECN - - - - - MANUFACTURERPRIOR TO FABRICATION AND 1 r 6 N ARTIAL PLAN CONSTRUCTION. m ► s-st4 1 1 1 m 1 1241(8 1 1 ` CALE: 3/16" = 1'-Q" S- 8. MEZZANINE SLAB IS 3"-w18GA. GALVANIZE N 1 > » 9 4 -10 METAL FORM DECK w/9 CONC. TOPPING 1 1 1 1 1 MEZZANINE AT. 1 2 -10 5 8 LAN 2 4 TOP AND BOTTOM AT ,2" O.C. IN SPAN 1 1241(8 I I 5 (12" TOTAL THICKNESS) REINF. w/#5 CONT. DIRECTION. PLACE #4 AT 12 O.C. CONT. - 1 _ SCALE: 3/32' = 1'-0" " 10" CONC. AND WALL REINF. TEMP. STEEL BOTTOM IN OTHER DIRECTION 3 11 5'-3' 9' (TYP. U.N.O.) METAL DECK SHALL HAVE - W/ #5 0 12" Q.C. E.W. EA J- I 5 - _ THE FOLLOWING MINIMUM PROPERTIES: 1 124K8 1 $-614 FACE (3/4" CLR COVER) ��-7 SEE 4/5301 FOR REINF. t2" CONC SLAB REINF. 1=1.251 in 4 ft. 1 DRILL AND EPDXY VERT. 12" INFO. NOT REPEATED © ® I w - S=0.805 in �/ft. ( ( 1 j I I MIN. INTO MEZZ. SLAB 1 /#5 AT 12 O.C. E.W. r-14 N ATTACH DECK TO SUPPORTS WITH 5/8" DIA I - (— INTERIOR FORMS MAY REMAIN. I TOP AND BOT. (1 1/2 PUDDLE WELDS USING A 30/4 PATTERN - 1 1 1241(8 1 N - -----INDICATES DIRECTION OF 3' `a CLR. TOP AND BOT. AND AT 6 O.C. AT DECK EDGE TEP SUPPORTS I 1 1 o DEEP. 16GA. METAL DECK (GALV.) W/ "' f `1 'N -- FASTEN SIDE LAPS WITH 1 1 co 5" CONC. TOPPING (8" TOTAL - - —� _ = 8.6 SCREW BETWEEN EACH SUPPORT. I 1241(8 ( 1 THICKNESS). REINF. TOPPING W/ #5 0 -� L_ � 9"0.C. BOT. IN SHORT DIRECTION & #4 I I I = ® 1 I 10 0 0 12"O.C. IN LONG DIRECTION. 1 Z OF CONC. j 3 ( I $-614 1 $-614 119'-8" REINFORCING NOTES S-614 W21x44 , TOP OF SLAB ® ❑ #8 x CONT. BOT. 0 12" O.C. HI & LOW 24K6 1 a T�,i $-610 EL=119'-0-1/2" D2 #8 x CONT. TOP 0 12' O.C. ] 0 _M �, 7EZ)NINE AT MEZZANINE AT Q -- 3 12400 ¢. PLAN A rr > » Q3 #8 x CONT. TOP 0 8 O.C. $-614 24KCS4 vCONTROL ROOM CEILING FRAMING 5 4 8 g 123 —9 1 2 10 • 4 #8 x ti -0" LG. TOP 0 12" O.C. 1 1 '` w , - SCALE: 3/16 -1 -0 S- 5 " • " . ❑ a SCALE: 3/32 = 1 -0 SCALE: 3/16 = 1'-0 S- SC L 3/16 = 1 -0" S- SPACED EQUALLY BETWEEN (2) BARS z'1' M 8 9 ❑5 18 x 23'-0' LG. T� 0 12" O.C- Z m _ 24KCS4 1S �B SPACED EQUALLY BETWEEN a BARS ' ❑ #8 x 14'-0" LG. TOP 0 12' C. o j� 1 HBe B�� - - " " 6 c� 3 N 1 _ 124KCS4 10 24`-7 1/4 24'-7 f/4 24 -7 t/4 24 -7 i/4 24 -7 1/4 24 -7 t/4 24 -7 1%4 24'-7 1/4 24 -7 1/4 SPACED EQUALLY BETWEEN �2 BARS Z Z ❑7 15 x CONT. BOT. 0 10' O.C.o o I 82 1 92 9.9 10 10:4 10.8 116 { 124 13.6 13.8 14 145 14.8 �.4 �2 :' Z + 1150° I ( 1 N . 97. I I j i I ® #5 x CONT. TOP 0 10" O.C. (n w 24K1O .o '-01 20`-71" $ 18'-0 " 5'-8 ' 6'-2 9'-0 ' S'-41'" [4'-8- " 9 5 z GOVT. TOP 0 14' O.C. w 1 ( 1 $ 8 $ 14'-9'9 -10 g' -low 14 -9 4 -11 9 -10� 5 -2 4'-8" 5 -2 9'-10� 9 -10 14 -9 5�_0- 19'-7 ❑ # I I VERIFY AND COORDINATE LO 10 #6 x CONT. BOT. 0 12" O.C. 1 SKYLIGHT SIZE AND INFO. W/ I 241(10 1 MANUF PRIOR TO FABRICATION o I i ( 1 AND CONSTRYCTIQN: 1 1 1 I i I I i 1 f I { I I ! ► I { I I I I I ! 10 W18x35 1 I I { I I I I I A n 1 1 1 { 1 1 (HI & LOW) ■ - - 1� ,I Ml/iJ I ---- _� _ . /'_.. .L �% r .� .% J 'IFF9 /% I moi_ -- -- - �. - o - - PAUL J. FORD AND COMPANY STRUCTURAL - ENGINEERSGo do C> - 3670 MAGUIRE BOULEVARD . SUITE 110 0 - ' :' / �� ►�%+ 111� �SAM'r-W ),O"OW.9 Lii•1I�:� -L4�S!%.lr f//� r�� : � EPAiL� 71 FLORIDA 32803 0 = PHONE NO. - = 407-898-9039" m CL - ••• / r - : r 111 11■HI , 111�1�1� 11 �tl.111�1 Iil I�Illei ■i � ■1 111■ � � I�IIti■111 111 i■1t .I■ 1 .� .. , . , .09 il E �- ���CB7 MEN" • �■ `� IBJ• 1 r •SUPPORTS 1 PUDDLE WELDS■�ILIi'REINFORCED ° A 36/4 PATTERN AND AT 6- D.C. AT DECK EDCE = FASTEN SIDE LAPS NTH (2) #10 TEK SCREWS SUPPORT.CH tom■ ! ��.■ Ili ■■ � ' �� �� f� \f � �� �: 6. PROVIDE ANGLE FRAME AT RTU'S PER 7/S-614 AND AT.ROOf - •�• ,�•• - - .Ilillii�ll�lili111li11 FOR LOCATION. ©ru. M 0 ru qM 7. REINFORCESTEEL JOISTS PER SECTION 9/S-614 AT CONCENTRATED .mow .. ... - o - - PAUL J. FORD AND COMPANY STRUCTURAL - ENGINEERSGo do C> - 3670 MAGUIRE BOULEVARD . SUITE 110 0 oORLANDO, FLORIDA 32803 0 Z = PHONE NO. - = 407-898-9039" m CL - -FAX : _ NO. - ' 407-897-3662 3 o - PAUL J FORD AND COMPANY00 o . STR TURA - UE L EN6tNEERS m 0 os cG :3670 MAGUtR E BOULEVARD SUITE .110 O oFLORIDAFDA - 0 LAN - R DO -..32803 _ PHONE N0. - 407 898-9039 i m --� - a - - - - - FAX N0.-407 8 97 36 62 , w z U - _uhaci & Peterson " - _ - Architect - - FLOP" CERTIFICATE #AAC000M 1220 ALDEN ROAD .. = ORLANDO. FLORIDA 32803-2546 , - _ --_ 4220 SEE PLAN PHONE (407 228- - _ - _ - FAX " (407) .228 -4213. _ SEE SEE _ INTERNET: - www .c-p.t orr► PLAN SEE PLAN SEE PLAN PLAN tl o c�rac��r L - � oom �r � w dere- 7 Z pWo e/ DAmd t P" Mc An- U€ (C Sabo « ax. emesis m ONWwm4 r mAw - -_ 1 C!P#MW r=Mn iW SWAWy MMir mm -d A#ft ickmkq tb "lop *0 Mda IM ow or a0'adu bm of Uiv deeeri alta wbm Puce kan C t P i. vdrtin of Fact cow d Ya TIT - l W _ II METAL BLDG. WALL- SEE METAL BLDG. f Q MANUFACTURER OWGS. METAL BLDG. WALL SEE METAL BLDG. I MANUFACTURER DWGS.' t I z 9'-0" (. j- �`' DOWELS TO MATCH Q SIZE AND SPACING OF (2) #5 CONT. , _ � I SLAB REINF. TYP. O (1) MID DEPTH Q _= CONC. SLAB ON GRADE ^^ TOP OF SLAB BEYOND SEE PLAN FOR INFO. 3'-0" MIN. LL w ti EL=Q'-8 F.F. ELEV. ` - 100'-Q" O �/ /\/\/\/\/\/\ ---------------------------------------------_------------ - --------------_---CD LL \\/\\/\ \,\/\/\/\/\/\ — — — — — — — — — — — — — — — — — — — — — — -------------- -------------_ -------_----------��--------------_----------J - - - - ----------------- -------------� �� _ W 8MIL VAPOR BARRIER, TYP. 8MIL VAPOR BARRIER, TYP. FLOWLINE OF Q 3 TRENCH BEYOND 2 �1 J _ Z LL - r S-602 S-602 (2) #5 CONT. BOTTOM 1.-0" � Q ' --� ON SUPPORT BRICK W LL _ - SECTIONKo"l�V�� SCALE: 1/2" - 1'-0"Z z Z - �6O z Q W �v�J CONTRACTOR MAY ELECT TO USE TRENCH FORMER ENGINEERED TRENCH DRAINS BY POLYDRAIN. FIBERGLASS GRATING BY McNICHOLS CO. OR APPROVED 4 AT 12 0. C. EQUAL GRATING LIVE LOAD CAPACITY SHALL BE 820 psf. = 8" MIN. AND SURFACE FINISH SHALL BE PER OWNER. " GRATING MANUFACTURER TO PROVIDE CONCRETE CONC. COLUMN_18- EMBEDMENT ANGLE. SEE PLAN & SCHEDULE 4 AT 12' O.C. REFER TO RECARD CONC. SLAB ON 24" 24" VARIES FROM 12" TO 19 3/4" TOP OF SLAB 1/2" COMPRESSIBLE Z� SEE PLAN. 62 TYP. FILLER JOINT { DRAWINGS FOR EMBED GRADE SEE PLAN 1- EL=100 -8 PLATE INFO. TOP OF SLAB TOP OF SLAB% - c = EL=100'-0" EL=100'-0" to 1 1 1 1 1� (4) 14 CONT FLOW LINE OF NOTE: TRENCH ELEV. 24" W - EMBED PLATE WIDTH #4 �� 0 8"O.C. SEE 2/5-602 FOR AT COLUMN LOCATIONS • - _ INFO. NOT REPEATED 8MIL VAPOR BARRIER, TYP. 8MIL VAPOR BARRIER. TYP. o W Q 10" 1-3" 10" _ NOTE: O_ �- O SEE 1/S-601 FOR _! INFO. NOT REPEATED ' - W Q- u - W - TH I CKEN EO SLAB o V n� � - TYPICAL TRENCH SECTIONr2`�S ECTION 3 FOR EMBED PLATESK�4 SECTION 5 U)::) o SCALE: 3/4 l' -O" S-602 SCALE: 3/4" = 1 �-0" S-602 SCALE: 3/4" = V-0" S_60 SCALE: 3/4" = 1'-0" �60 UL F W u_ w 00 v �. U - Z Z ►- W ��v =C� a REVISION • 3 ADDENDUM 3 10 23 OQ STRUCTURAL REV. Ot 2 01 - 5 STRUCTURAL REV. -06 /12/01 - - - PROJECT NO. 99232 qu scALE = AS NOTED _ DATE - - - 8%200D DRAWN . WRD - - 3 CHECKED - ` - cEm_ o =-- - PAUL J. FORD AND_ COMPANY ClGo - ST.RU_CTURAL. - ENGINEER 00 -S 3670 - MAGUIRE BOULEVARD -``.SUITE -110 0 o ORLANDO,-_ r LORIDA -.32803 o PHONE NO._ 407-898-9039 m FAX NO. -' 407-897-3662 o o PAUL J. -FORD - AND COMPANY STRUCTURAL. ENGINEERS co o`to 3670 MAGUIRE BOULEVARD : -.SUITE 110 0 o - ORLANDO, - FLORIDA -- 32803 o z PHONE N0. 407-898-9039 =' m - FAX N0. - 407-897-3662 ``' y J —V 1 —1 U 1 —4 1, O- 10 lo NELS 0 6' O.C. E.F. CONC. `COLUMN ACI HOOKS. o D BEYOND -SEE PLAN wS 5 DOWELS 0 6 O.C. E.F. #4 x I1'-6' 0 12'0.C. / STANDARD ACI HOOKS BELOW OPENING v (2) #5 CONT. /4 0 12-0-C EQUIPMENT PAD SEE • � MACHINE MANUFACTURER'S 15 x 2'-60 8`0.C. • N _ < DRAWINGSx - a _ C-4_ 1/2- COMPRESSIBLE • J m j FILLER JOINT • m —1/2 " COMPRESSIBLE 0 004 m ,., �- N FILLER JOINT AL • • • • • • • • • • • • N c0 • _ FLOWLINE OF 'i /\//\//\//\ /\//\//\ \//\/j _ \/\/\/\/\/\/\/ /\/\ 8 MIL VAPOR _ C TRENCH EL o\\%/j\//\\//�\//�\//�//i�\//\\ BARRIER, TYP. 2'-60 #6 0 12"O.C. E. W. ONC. COL. CONT. RIBBED -FLAT WATERSTOP i f2' COMPRESSIBLE _ CONC. COL #5 x L`— TOP do BOTTOM �" J.C. E.W. BEYOND, SEE BY GREENSTREAK OR APPROVED 0 8"OND,.C. VARIES FROM 12" TO �' CONC. )TTOM PLAN EQUAL (TYP.) FILLER JOINT SEEBEYPLAN(4) #5 CONT. 6• 1'-4� 6` 1 ;-, COL TOP k BOTTOM 14 /2 SEE PLAN BEYOND, SEE PL 1 o - - PAUL J. FORD `AND COMPANY- o STRUCTURAL ENGINEERS -co 00- V 3670 MAGUIRE . BOULEVARD- SUITE t 10 a o W ORLANDO, - -`: -.-FLORIDA 32803' . o Z - Q -PHONE N0. -_407-898-9039' m - -- -FAX --NO.- 407-897-3662. 4' Z. o W Q oWo 00 - _ L.L LL LLQ - Lu w < 0 QLL - 0- Z LL­___ ��V^^J VJ .. cd W LL. -_ w U 0 0 z�z cn vcf) W oWo .J F W QLL - ♦D^ ��V^^J VJ .. cd — Z 0 " Q.LL cn W W � _LLI -- �'- Q Z- ULLo= W U wz Z �. ,' W W = �< �. W 1 \/ \f\/\f\/\/\ \\�\\\ \\\ IM,\—CONTRACTOR TO PROVIDE \/\ SEE FOUNDATION PIAN � �i\ BOND BREAKER BETWEEN FOR FOOTING SIZE do TURN DOWN &TOP OF FTG. RFiNFnarruFNr ,n o - PAUL J. F ORD,AND:COMPANY F o - STRUCT RA U L N E GINE RS E .� co o � 3670 M AGUIR E BOULEVARD SUi TE -110 0 d - - - FLORiDA- 32803. 0--ORLAND0_ o ONE N0. PH407-898-9039 -� a - - � , _ FAX NO. 2- 407 897-366 - W v - -: :r � r • • a - - - _- -` -_ - - _--�_--i,•r`-3_-__ �'__--. ___-____-_'-_ _ -. _ `' __-_ _-� _- _ - _ -_--_ _-�- __ _. _Y _____�= az_s _�__-.. .-_._-_�.____ � _.�- �--� -_-_--_--__'- _--_.-_ �__ -_ - �� a - _. _ _ _. - -- _ _ _ - _- _ _-�-__mss -»- __ _-�--�.�y.--�� -.- - -- - __ _� _-_ _- __ _- _ ___ _�_ _ e - QGo I 0 S T R U C T U R A t ERS L ENG NE f . - 3 70 MAGUIRE BOULEVARD:-SUITE:"t 10 6 N o N ORLA DO `_ _ FLORIDA 32803 0 z - _ - - - - - PHONE N0. - 407 8 8 9Q 9 9 3 m UL _ -7 - - - - - _ - .- - _ - __ -_- - - - - ._.FAX :. N - 4.0 - �. 7 0 897-3662 w - a - 10 SEE PLAN 2'-6' #5 x 2'-6"—DOWEL 1/2" COMPRESSIBLE 0 12'O.C. (TYP.) FILLER JOINT = TOP & BOTTOM 1/2" COMPRESSIBLE SEE PLAN SEE FOR SLABPLAN ON GRADE 10 FO. FILLER JOINT �k5 0 12"O.C. E.W. 5 BOTTOM 5 F.F. ELEV. • 100'-0' 2t-00 4 _$5 VERT. 0 12"Q.C.5 VERT. 0 12'O.C. J6 VERT. 0 8"O.C. 15 HORZ. 0 #6 VERT. 0 800.C. 5 HORZ. ® 12'O.C. E.F. 12'O.C. E.F. •• •• rt 6" 11 T7 2' CLR. 2" CLR_ 2" CLR. SEE PLAN Tlyp • • - U � SEE FOUNDATION LAN I - -- SEE FOUNDATION PLAN ~ • • t/2" COMPRESSIBLE • • i '`' FOR FOOTING SIZE REINFORCEMENT & 14 VERT 0 12'O.C. FOR FOOTING SIZE & REINFORCEMENT FILLER JOINT #4 HOR 0 120O.C. _ ._ 1 0 • • • • 1'-0' TOP OF FTG. EL SEE PLAN AND SCHEDULES FOR • • • • 1/2 COMPRESSIBLE _ I SLAB & BEAM REINF. = CONT. RIBBED -FLAT FILLER JOINT WATERSTOP BY GREENSTREAK • • • • • • • • • • -r OR APPROVED EQUAL (TYP.) N i\\\,. \\ice\i\\//!\///\/i\\/� TOP OF SLAB " _ EL= 115'-5' Z • - #6 0 12 O.C. E.W. A.C.I. STANDARD HOOK, (TYP.) _ TOP & BOTTOM w SEE FOUNDATION PLAN - n • • • • • • • STANDARD A.C.I. HOOK - I - N 0 - SECTION 2 � 9-� - SEEP N SCALE: 1/2' = 1'-0" S_6� t CONC. COL BEYOND BEYOND, SEE PLAN SEE PLAN EQUIPMENT PAD SEE MACHINE MANUFACTURER'S DRAWINGS = EQUIPMENT PAD SEE MACHINE - � TOP OF SLAB l MANUFACTURER'S DRAWINGS EL= 100'-0" CONC. SLAB; ON I TOP OF SLAB GRADE -SEE PLAN EL.= 100'-8' I - an \\i/v 4p v lool l / 2 -6 ` VARIES FROM 13' 8 MIL VAPOR BARRIER, LAP 0 8"O.C. - SEE -1/S601- FOR / TO 17 3/4' -SEE PLAN 6' MIN. DOWN AT FOOTINGS CONC. COL BEYOND, � � (4) 15 CONT. _ ' TRENCH REINF. FLOWLINE OF AND WALLS, TYP. SEE PLAN _ �- TOP & BOTTOM f TRENCH EL. 10" 1'-4' 10' 11 w PLA SEE FOUNDATION FOR SIZE & FOOTING REINFORCEMENT SECTION SCALE: 1/2" = 1'-0" S_6(� a - - o -_ cn _ - z Q W m V) _73 v - -: :r � r • • a - - - _- -` -_ - - _--�_--i,•r`-3_-__ �'__--. ___-____-_'-_ _ -. _ `' __-_ _-� _- _ - _ -_--_ _-�- __ _. _Y _____�= az_s _�__-.. .-_._-_�.____ � _.�- �--� -_-_--_--__'- _--_.-_ �__ -_ - �� a - _. _ _ _. - -- _ _ _ - _- _ _-�-__mss -»- __ _-�--�.�y.--�� -.- - -- - __ _� _-_ _- __ _- _ ___ _�_ _ e - QGo I 0 S T R U C T U R A t ERS L ENG NE ao . - v - -: :r � r • • a - - - _- -` -_ - - _--�_--i,•r`-3_-__ �'__--. ___-____-_'-_ _ -. _ `' __-_ _-� _- _ - _ -_--_ _-�- __ _. _Y _____�= az_s _�__-.. .-_._-_�.____ � _.�- �--� -_-_--_--__'- _--_.-_ �__ -_ - �� a - _. _ _ _. - -- _ _ _ - _- _ _-�-__mss -»- __ _-�--�.�y.--�� -.- - -- - __ _� _-_ _- __ _- _ ___ _�_ _ PAUL J. - FORD AND - COMPANY QGo I 0 S T R U C T U R A t ERS L ENG NE ao 0 - O► - soO 3 70 MAGUIRE BOULEVARD:-SUITE:"t 10 6 N o N ORLA DO `_ _ FLORIDA 32803 0 z - _ - - - - - PHONE N0. - 407 8 8 9Q 9 9 3 m UL _ -7 - - - - - _ - .- - _ - __ -_- - - - - ._.FAX :. N - 4.0 - �. 7 0 897-3662 w - a - v - -: :r � r • • a - - - _- -` -_ - - _--�_--i,•r`-3_-__ �'__--. ___-____-_'-_ _ -. _ `' __-_ _-� _- _ - _ -_--_ _-�- __ _. _Y _____�= az_s _�__-.. .-_._-_�.____ � _.�- �--� -_-_--_--__'- _--_.-_ �__ -_ - �� a - _. _ _ _. - -- _ _ _ - _- _ _-�-__mss -»- __ _-�--�.�y.--�� -.- - -- - __ _� _-_ _- __ _- _ ___ _�_ _ 1 im o 3 e - CD U 0 Go ao 0 v� co - - 3670 MAGUI RE BOULEVARD SUITE 110 0N ORLANDO, FLORIDAO I A 32803- -o ,OWO CL .� a — FAX NO - - - 407- 97 8 3662 W o� Uo - LLQ - Woo - QooZ _ ` -- cd LL: JU)0 UL -_ W LL W v00 = LL Z z Z _Q z W TUU) J U - o PAUL J . FORD AND COMPANY_ CD U STRUGTUR AL ENGINEERS - Go ao 0 v� co -W - 3670 MAGUI RE BOULEVARD SUITE 110 0N ORLANDO, FLORIDAO I A 32803- c ,OWO PHONE NO. -407-98-9039 .� a — FAX NO - - - 407- 97 8 3662 W W - _ ` -- cd UL o Jau) =Wow =rF- z0LLU o: zQi =W U)I m- o PAUL J . FORD AND COMPANY_ CD STRUGTUR AL ENGINEERS - Go ao 0 v� co - 3670 MAGUI RE BOULEVARD SUITE 110 0N ORLANDO, FLORIDAO I A 32803- 0o 0 PHONE NO. -407-98-9039 m a — FAX NO - - - 407- 97 8 3662 W o L J. FORD ORD -AND COMPANY � Q RUCTURAL. ENGINEERS 00 Cl as 0 A� GUtRE . BO ULEVARD SUITE110 :FAX ANDO - FLO 10- = RDA 32803 ,N - E NO.4 - -07 898 9039 NO. _ 407-897-3662 7� 9 3662 BB PAUL J. FORD, AND COMPANY = SEE SEE 0 - __ STRUCTURAL ENGINEERS--- m cn � PLAN PLAN - R NDO 32803 , 0 LAFLORIDA-0 PHONE NO. `- 407 898. 9039- m �- - -, - r La } METAL BLDG. WALL- - SEE METAL BLDG. MANUFACTURER DWGS. 1o• $'_4= f. f #5 AT 12" O.C. - _ EW. EA. FACE fCONTRAC BOND BF TOP OF f SLAB #4 X TOP f f SEE 13S-fi14 - • FOR H D RAIL C NNECTION w DETAIL � coN . t CONC. COLUMN BEYOND - - ff �f l SEE PLAN - f f - ff rz PAUL J. FORD, AND COMPANY 0 - __ STRUCTURAL ENGINEERS--- m cn � 670 -MAGI - 3 URE BOULEVARD _ _.SUITE :110 N o - R NDO 32803 , 0 LAFLORIDA-0 PHONE NO. `- 407 898. 9039- m �- - -, - r La PAUL J. 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L4 x 4 x 3/8 LOAD GREATER THAN 9 / 16 DIA. NAILER - (-1/2 )TYP. 100 POUNDS HOLES 0 2'- 6O.C. A.I.S.C. STANDARD C12X20.7 DOUBLE ANGLE CONNECTION PAUL J. FOR_ D AND COMPANY q JOIST t POINTS OTHER THAN JOIST PANEL POINTS. TYPICAL ROOF TOP UNITS TYPICAL ROOF DRAIN- OR BEAM L4x4x5/16 (-1 /2") TYP. 0 o FLORIDA - _ 32803 CIVILSEE r 1 X V � Ln D \ OPENING OPEN REINFORCEMENT � � n�o�a� r I X N rn .sEE SCALE: ,,.s. 5-614 s<.�c. N.T.S. 5-614 L4x4x5/16 (-1 /2")TYP. OPEN - L4x4x5/16 (-1 /2")TYP. JOIST OR BEAM cn PAUL J. FOR_ D AND COMPANY POINTS OTHER THAN JOIST PANEL POINTS. TYPICAL ROOF TOP UNITS TYPICAL ROOF DRAIN- TYPICAL STEEL JOIST ` 0 o FLORIDA - _ 32803 CIVILSEE / DECK OPENING DETAIL � OPENING DETAIL � REINFORCEMENT � � n�o�a� FAX N0, 407-89773662=- .sEE SCALE: ,,.s. 5-614 s<.�c. N.T.S. 5-614 :�,�E. N.T.S. $-614 STEEL JOISTS --\ 1/2 METAL DECK �_ COPE BEAM AS REQ'D . 2012 ELEV. VARIES W -SHAPE COLUMN � . _ _ot3/16 SEE PLAN SEE PLAN ~ '� ^ "� ►- L3x3x1/4xCONT.. ATTACH TO CMU o a m x N X cn a WALL W/ 1/2 DIA HILTI HIT 1/2 - DIA- BEAM SEE PLAN _ iv m ANCHOR OR APPROVED EQUAL 0 Q v Tf I v o1z 4'-0"O.C. (GROUTED CELL L3x3x1 /4" (-1/2") TYP AT TYP v _j 3 �r ONS) EDGE OF DECK OPENING. 3/16 SEE ARCH. COORD. W/ MECH. CONTRACTOR W -SHAPE BEAM BEFORE FABRICATION. SEE PLAN - - SEE MECH DWGS L4 x 4 x 3/8 � W - BEAM EE PLAN - FOR SIZE, NUMBER AND (-1/2-)TYP. WELD (2) L 2 x 2 x 1/8 SEE MECH DRWGS FOR SIZE, NUMBER LOCATION OF OPNGS. FROM LOCATION OF LOAD TO LOAD GREATER THAN AND LOCATION OF ROOF TOP UNITS ANGLE SEAT TO NEAREST PANEL POINT 100 POUNDS AND DECK OPENINGS. ALIGN L4x4 JST. OR BM. (ON- OPPOSITE CHORD OF JOIST) - ANGLES WITH ROOF TOP UNIT CURB _ AND L3x3 ANGLES WITH UNIT LAYOUT. FOR OPNGS. 12* AND LARGER (FOR NON- SECTION 1 Q 3 TYP . SECT10 N 1 1 TYP SECTION/12 COMPOSITE METAL ROOF DECK OVER STEEL JOISTS) AT ALL LOCATIONS WHERE CONCENTRATED _ LOADS ARE SUPPORTED BY JOISTS AT SCALE- 3 4" - 1' 0" " - SCALE• 3 4" - 1' " MINIMUM GRAVEL DIA. DRAIN LINE FH FILTER FABRIC D - EXEND REINFORCING 48 BAR DIAMETERS INTO ADAJACENT 1220 ALDEN ROAD =_ ORLANDO., FLORIDA .32803-2546 =_ PHONE (407) 228-4220' FAX ; (407) 228-4219 ` INTERNET {.www.c-P.cam T o - - PAUL J. FOR_ D AND COMPANY POINTS OTHER THAN JOIST PANEL POINTS. TYPICAL ROOF TOP UNITS TYPICAL ROOF DRAIN- TYPICAL STEEL JOIST ` 0 o FLORIDA - _ 32803 CIVILSEE / DECK OPENING DETAIL � OPENING DETAIL � REINFORCEMENT � � n�o�a� FAX N0, 407-89773662=- .sEE SCALE: ,,.s. 5-614 s<.�c. N.T.S. 5-614 :�,�E. N.T.S. $-614 MINIMUM GRAVEL DIA. DRAIN LINE FH FILTER FABRIC D - EXEND REINFORCING 48 BAR DIAMETERS INTO ADAJACENT 1220 ALDEN ROAD =_ ORLANDO., FLORIDA .32803-2546 =_ PHONE (407) 228-4220' FAX ; (407) 228-4219 ` INTERNET {.www.c-P.cam T o - - PAUL J. FOR_ D AND COMPANY o STRUCTURAL ENGINEERS_= o'ro � 3670 MAGUIRE BOULEVARD SUITE 110 0 o FLORIDA - _ 32803 0 -.ORLANDO, -PHONE NO. 407-898-9039 W CL - FAX N0, 407-89773662=- 1 c 0 1 t • 1 t