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HomeMy WebLinkAbout919 Persimmon Ave (a)GENERAL CONTRACTOR RESPONSIBILITIES 1. THE WORK OF THIS PROJECT IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR WHOSE NAME APPEARS ON THE BUILDING PERMIT. THE GENERAL CONTRACTOR SHALL CAREFULLY JL I STUDY S Y AND COMPARE ALL DRAWINGS SPECIFICATIONS AND OTHER PROJECT . C E L REQUIREMENTS INCLUDING CODES AND 'STANDARDS IN FORCE AT THE LOCATION OF THE PROJECT. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING, PRIOR TO CONSTRUCTION, OF ANY ERRORS, OMISSIONS, CODE VIOLATIONS OR CONFLICTS WHICH ARE DISCOVERED IN THE DRAWINGS, SPECIFICATIONS OR OTHER PROJECT REQUIREMENTS. I I WHERE DRAWINGS AND SPECIFICATIONS ARE CONCEPTUAL IN NATURE, THE CONTRACTOR SHALL INTERPRET THEM IN A MANNER WHICH IS CONSISTENT WITH CODE REQUIREMENTS. 2. SHOP DRAWINGS AND OTHER SUBMITTALS WILL BE REVIEWED BY THE ARCHITECT AFTER THE CONTRACTOR HAS REVIEWED AND APPROVED (WITH APPROPRIATE ANNOTATIONS) SUCH SUBMITTALS.ARCHITECT'S REVIEW OF SUBMITTALS IS FOR DESIGN ,CONCEPT ONLY AND SHALL NOT BE CONSTRUED AS A TECHNICAL REVIEW FOR THE PURPOSE OF DETERMINING COMPLETENESS OR ACCURACY OF SUBMITTALS, OR FOR DETERMINING REQUIRED QUANTITIES , DIMENSIONS OR F T CONTRACTOR) . METHODS OF INSTALLATION (ALL U WHICH REMAIN THE RESPONSIBILITY OF THE CUNTRAC ° ) 3. CONTRACTOR SHALL COORDINATE CLOSELY WITH OWNERS REPRESENTATIVES AND PROVIDE THEM WITH A DETAILED CONSTRUCTION SCHEDULE, 4. WITH EACH PAYMENT REQUEST, THE GENERAL CONTRACTOR SHALL SUBMIT NOTARIZED PARTIAL RELEASES OF LIEN FROM ALL SUPPLIERS AND SUB -SUPPLIERS FOR LABOR OR MATERIALS AND FROM ANY OTHER PARTY WHO COULD LEGALLY FILE A LIEN AGAINST THE OWNER'S PROPERTY. LIEN WAIVERS SHALL DEMONSTRATE THAT ALL PRIOR PAYMENTS MADE TO THE GENERAL CONTRACTOR HAVE BEENPROPERLY DSPERSED AND THAT CONTRACTOR HAS OBTAINED CJ RRENT RELEASES OF LEIN. FAILURE TO SUBMIT CURRENT RELEASE' SHALL RESULT LT IN SUBSEQUENT PAYMENTS TO THE GENERAL CONTRACTOR BEING WITHHELD UNTIL CURRENT WAIVERS'ARE PROVIDED. FINAL RETAINAGE WILL NOT BE RELEASED AT COMPLETION OF PROJECT UNTIL NOTARIZED FINAL RELEASES OF LIEN ARE SUBMITTED FROM ALL PARTIES WHO COULD LEGALLY FILE A LIEN AGAINST THE OWNER'S PROPERTY. 5. THE GENERAL CONTRACTOR SHALL REQUIRE EVERY SUPPLIER , SUBCONTRACTOR, OR LABORER WORKING AT THE JOB SITE TO BE COVERED BY WORKER'S COMPENSATION INSURANCE. CONTRACTOR SHALL OBTAIN CERTIFICATES OF INSURANCE FROM ALL WORKERS OR ELSE SHALL NAME AND ENROLL 'S SUCH WORKERS ON HIS OWN WORKER'S COMPENSATION INSURANCE , POLICY. 6. CONTRACTOR SHALL MAINTAIN COMMERCIAL GENERAL LIABILITY INSURANCE WITH ONE MILLION DOLLARS PER OCCURRENCE LIMITS OF LIABILITY, COVERING PRODUCTS AND COMPLETED OPERATIONS, OWNED AND NON -OWNED VEHICLES, ACTS OF NEGLIGENCE OF THE CONTRACTOR OR ANY PARTY DIRECTLY OR INDIRECTLY EMPLOYED BY THE CONTRACTOR. POLICY SHALL NAME THE OWNER AND THE ARCHITECT AS ADDITIONAL INSURED, AND CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND OTHER ADDITIONAL INSURED AGAINST ALL CLAIMS AND COSTS ARISING FROM THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OF HIS DIRECT AND INDIRECT EMPLOYEES. 7, UNLESS THE OWNER PROVIDES OTHERWISE, THE GENERAL CONTRACTOR SHALL PURCHASE AND MAINTAIN BUILDER'S RISK INSURANCE, TO THE FULL INSURABLE VALUE OF THE PROJECT, COVERING F AND T RM OR WINDSTORM. PERILS OF FIRE, THEFT OR VANDALISM,LOOD, 5 0 8, COMPLY WITH FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTIONS WITH RESPECT TO DESIGN AND DIMENSIONAL STANDARDS FOR ACCESSIBLE PARKING SPACES, BUILDING ENTRY, TOILET ROOM DIMENSIONS AND MOUNTING REQUIREMENTS FOR FIXTURES & ACCESSORIES. 9. GENERAL MATERIAL PROTECTION REQUIREMENTS: ALL WOOD IN CONTACT WITH EARTH OR CONCRETE SHALL BE PRESSURE TREATED IN ACCORDANCE WITH A.W.P.B. STANDARDS. ALL METALS SHALL BE ISOLATED FROM DISSIMILAR METAL BY INERT ISOLATION MATERIAL AS REQUIRED TO PREVENT GALVANIC CORROSION, ALL METAL 16 GAUGE AND LIGHTER SHALL BE HOT -UIP GALVANIZED, ASTM G-90. ALL METAL HEAVIER THAN 16 GAUGE SHALL BE FACTORY PRIMED AND FIELD PAINTED . ALL ALUMINUM SHALL HAVE AN E.S.P. FINISH WITH NOT LESS THAN 70% KYNAR RESIN, AND NOT LESS THAN 1.5 MIL DRY FILM THICKNESS. ��, -: n N , ,-„�,:,�� I I��"' � ID i,� �.-.....,,i I � I I(III I CENI E_. - :,�-,. I�II�� I ,III IIIS... III IIIIkmwoo IIIIII I�VIII��I, III' � I III IIII �IIIIIliplll ,� III.� III IIIIIII ,rIII ,III III IIII M VIII I4 III IIII ,I�' IIII I�'' I IIIIIIIIa ,; �' I III, � la���, "'+ IIII, �''�� ,,,�,,,����'I I (I I I III, ,,I VIII 1 __ ARCHITECTURAL MATERIAL SYMBOLS -------, 'YPSUM -WALL DUnaD �F 1 N I ) 1 CC,� AIH AND LAS ER C1 TfTU US HUJbh WJ 0 U (GWB) [IUMN WOOD FRAMING L_Z L L CERAMIC TILE li SI I Nf 'll P YWUOD 20J.H IU 11 fU(E LE LE L OD ArtcHlrecrurtnL r ,. T WOODWORK �I�IUII v. " , r'.'M - 7` i.. \.i\` .IC' Z0 P .1 �' •Z P'nRIICLEDUnRU` PAKnCLOR (ROUGH) ARC HIIEC IURAL �� WOODWORK �I �.� g l1S[ II� [UU l CEILING' _ CURfNNS )-) LLL WOOD ItIENI-E�nN FINISH WWO ) Uc�i BOARD (OSB) ARCH fECTURAL 0 E � WO)UWOHK I � of STEEL Ir1Ui u a lam to me eriel EMA;�(�d�A �use5 for ardlilnclurul wooJwork.i )FxN EYdF)FAw , ET GLA EU URICK CDINVE, L (INOICAIE MATERIAL) BRICK RMM1r1MLr11M II[�I V� EARTH HOCK SIRUCIURAL CLAY GLAZED SIRUCIURAL -IILE UNIT MASONRY CLAY IILE UNIT MASONRY �_11,1i'_P X0000/01OILL FINI f'UH U FI ROUTS �� F22 (GRAVEL) CUNCREIE UNIT GLAZED CGNCREIE F.."'._'11"]�,,�:.....��% MASONRY UNIT MnSONRY ,R II(�I CAST -IN-PLACE PRE CUNCHEIE E7M CONCRETE TERRA-COTTA UNIT GLASS UNIT MASONRY MASONRY :.y 1 j311 et.MW �, `� � . 1 j11 C % /..�. ,,11 t�: i.I. r , . 2 . CE�IErJT�ITfb>TS- ��t DECKS AND TOPPINGS GYP' UNIT MASONRY ADOBE UNIT MASONRY X, '� mmi� R��-- . ��] M DAff flBli Ua Ff�AM IN5ULAlION CUT STONE FIREBRICK INSULAIION �� � , .. BOA INSU AIiVNI L. L INSULA ION CAST STONE Don,tl��a��u �f^ff�lJY' - - - EX 6E 10R INSULAIIUN FIBROUS FI(iE SAFINOA fPL S C AND FINISH SYSIEM CopyrBht 2000 (EIFS) grchi11sclural G(�APHIC 9lun�iiUUr s John Wiley ,c Sons, Inc. New Yor , NY WORK MANSr(L1-T4 ET IEW ED T # 'can OF Sf 4ivFORn CODE COMI'LIANC'E TO BE FIELD VER[F[ED BY CITY INDEX OF DRAWINGS BUILDING INSPECTOR CS COVER SHEET U1 DEMOLITION FLOOR & ROOF PLANS U2 DEMOLITION ELEVATIONS F.SECTION ARCHITECTURAL AU01 LIFE SAFETY PLAN AID] FIRST AND SECOND FLOOR PLANS A102 REFLECTED CEILING PLAN A103 ROOF PLAN A201 ELEVATION.,c A301 BUILDING SECTIONS A302 BUILDING SECTIONS A401 WALL SECTIONS A402 WALL SECTIONS A403 WALL SEC TION.,c A501 STAIR DETAIL A502 ENLARGED BATHROOM ELEVATIONS A503 ENLARGED CABINET ELEVATIONS A601 WINDOW & DOOR SCHEDULES AND DETAILS A602 ROOM FINSH SCHEDULE & COURT DIMENSIONS A701 ADA COMPLIANCE STRUCTURAL S061 SIRUCJURAL GENERAL NOTES 5101 NEW FOUNDATION PLAN S102 MEZZANINE FRAMING PLAN S201 TYPICAL DETAILS S301 STRUCTURAL SECTIONS 5401 STRUCTURAL SECTIONS S501 STRUCTURAL SECTIONS MECHANIAL (, MIDI ;MECHANICAL GENERAL INFORMATION MIOZ MECHANICAL DETAILS ARCHITECTURAL ABREVIATIONS DETAILS M201 MECHANICAL PLAN M301 MECHANICAL SECTIONS ABV ABOVE DEPT DEPARTMENT GA GAGE, GAUGE MISC MISCELANEOUS RH RIGHT HAND VERT VG VERTICAL VERTICAL GRAIN AFF ABOVE FINISHED FLOOR DTL DIAD DETAIL DIAGONAL GALV GALVANIZED MIR MIRROR R RISER VIF VERIFY IN FIELD AFG ABOVE FINISHED GRADE DIAM DIAMETER GC GENERAL CONTRACTOR MOD MODULAR RFG ROOFING VEST VES TOLE AP co A CES., PAN C EL Co r GL GLASS GLAZING MR MOISTURE RESISTANT RD ROOF DRAIN VP VENEER PLASTER EE ACOUS ACOU.�TICAL DIM DIMENSION GFRC GLASS FIBER REINFORCED MLDG MOLDING, MOULDING L L RM ROOM VIN VINYL ACT ACOUSTICAL CEILING TILE DW DISH WASHER CONCRETE MTU MOUNTED RO ROUGH OPENING VCT VINYL COMPOSITION TILE ADD ADDENDUM DPR DISP DISPENSER DISPOSAL GMU GLASS MASONRY UNIT MULL MULLION RB RUBBER VWC VINYL WALL COVERING ADH ADHESIVE DR DOOR GT GLASS TILE W >0 ADJ ADJASCE T U U GB SND SANITARY NAPKIN DISPENSER we wAr r ER CLOSE ANT ADJUSTABLE DO DOOR OPENING GRD l� GRADE (INS) NAT NATURAL ACHED SCHEDULE WH WATER HEATER AGO AGGREGATE DBL DOUBLE GRT GROUT NFPA NATIONAL FIRE PROTECTION SLNT SEALANT WR WATER RESISrANr A/C AIR CONDITIONING DA DN DOUBLE ACTING GYP GYPSUM ASSOCIATION SECT SECTION WP WATERPROOFING AHU AIR HANDLING UNIT DOWN GWB GYPSUM WALL BOARD NOM NOMINAL SHTH SHEATHING WT WEIGH ALT ALTERNATE DWR DWG DRAWER DRAWING NC NONCURRUr.3IVE c BHT SHEET WWF W LU D WIR FABRIC WELDED E ALUM ANCH ALUMINUM ANCHOR, ANCHORAGE DF DRINKING FOUNTAIN HP HR HANDICAPPED HANDRAIL N NA NORTH NOT APPLICABLE SM SV SHEET METAL SHEET VINYL WWM W WELDED WIRE MESH WEST, WIDTH, WIDE AB ANCHOR T BOL HBD HARD BOARD NIC NOT IN CONTRACT SH H SHELF, SHELVISHELVINGWIN WINDOW ANDD ANODIZED EA E EACH HDW HARDWARE NTS NOT TO SCALE SHR SHOWER WG WIRE GLASS APPROX APPROXIMATE ELEC EAST ELECTRIC(A ( HDWD HARDWOOD NO NUMBER SIM SIMILAR WM WIRE MESH ARCH ARCHITECT(URAL) � HD HEAD SKLT �K LIGH SKYLIGHT W/ WITH AD AREA DRAIN EWC ELECTRIC W TER COOLER HTS HEATING UC ON CENTER SOG SLAB ON GRADE W/0 WIRI OUT ELAUTOAUTOMATIC ELEVATION FIVAC HEA T TNG /VENTI LATING / OPNG OPENING SD SOAP DISPENSER WD WOOD AVG AVERAGE ELEV ELEVATOR AIR CONDITIONING OPP OPPOSITE STC SOUND TRANSMISSION GLASS WPT WORK POINT EMER ENC EMERGENCY ENCLOSE (URE) HT OPH OPPOSITE HAND SOUTH WI WROUGHT IRON BSMNT BM BASEMENT BEAM ENGENGINEER(ING) HPT HC HIGH POINT HOLLOW CORE OZ OD OUNCE OUTSIDE DIAMETER SC SPECSPECIFICATION SOLID CORE BEARING ENAM ENAMAL HM HOLLOW METAL OA OVERALL SA SPRAYACOUSTICBRG BEL BELOW EPT EPDXY PAINf(ED) HB HOSE BIBB OH OVER HEAD SQ SQUARE BET BETWEEN EQ EQUAL HORIZ. HORIZONTAL S/S ITAIPJLEIS STEEL BIT BITUMINOUS EQUIP EQUIPMENT PTD PAINTED) ST STAIR BILK BLOCK/BLOCKING EXIT EXHAUST IN INCH PR PAIR STD STANDARD BU BOARD EX EXISTING INCL INCLUDE(D), (ING) PNL PANEL STA STATION DOT BOTTOM EXP'D EXPOSED IC INSIDE CLEAR PBD PARTICLE BOARD STL STEEL BW BOTTOM OF WALL EXP EXPANSION, EXPOSED ID INSIDE DIAMETER PTN PAR fIRON STO STORAGE BKT BRACKET EJr EXPANSION JOINT INSUL INSIJLATE(D), (ION) PVMNT PAVEMENT STRUC STRUCTURAL BRK BRIG{( EXT EXTERIOR INT INTERIOR PVR5 PAVERS 'USP SUSPENDED BRZ BRONZE EIFS EXTERIOR INSULATION INV INVERT PERF PERFORATE(D) SYS 'SYSTEM BLDG BUILDING & FINISH SYSTEM PLAS PLASTER BUR BUILT-UP ROOFING ESP ELECTRO STATIC PAINT JAN JANITOR P -LAM PLASTIC LAMINATE TKBD TACKBOARD EXTD EXTRUDED JT JOINT PL PLATE TEL TELEPHONE CAB CABINET J JOIST PWD PLYWOOD TEMP TEMPERED CUH CABINET UNIT HEATER PNT POINT TO TERRA COTTA CPT CARPET (ED) FAB FABRIC KIT KITCHEN PT PORCELAIN TILE TZ TERAllO CI CAST IRON FWC FABRIC WALL COVERING PIF POUNDS PER SQUARE FOOT TEX TEXTURED CB CATCH BASIN FOC FACE OF CONCRETE LAM LAMINATE E PSI POUNDS PER SQUARE INCH THK THICK(NESS ) CLC CEILING FOF FACE OF FINISH LAV LAVATORY PFB PREFABRICATED) TPD i TOILET PAPER DISPENSER CEM CEMENT FOM FIN FACE OF MASONRY FINISH(ED) LCC LEAD COATED COPPER PM PRESSED METAL T&G TOUNGE AND GROOVE CTR `CENTER LH LEFT HANDE PROP PROPOSED T&D TOP AND BOTTOM CT CERAMIC TILE FF FINISHED FLUOR LT LIGHT TC TOP OF CONCRETE CHBD CHALK BOARD FA FIRE ALRAM LS LIGHT SWITCH QTY QUANTITY TF TOP OF FOOTING CO GLEAN OUT FE FIRE EXTINGUISHEK LWT LIGHT WEIGHT QT QUARRY TILE TJ TOP OF JOIST CLR CLEAR FEC FIRE EXTINGUISHER CABINET LTL LINTEL TSL TOP OF SLAB CLO CLOSET FHC FIRE HOSE CABINET LVR LOUVER RAD RADIUS TST TOP OF STEEL COL COLUMN FPRF FIREPROOF RWL RAIN WATER LEADER TW TOP OF WALL COMP COMPRESS(ED), (ION), (IDLE) FR FIRE RATING MACH MACHINE REC RECESSED TB TOWEL BAR CUNC CONCRETE FT FIRE TREATED MB MACHINE BOLT REF REFERENCE f TREAD CMU CONCRETE MASONRY UNIT FIXT FIXTURE MH MAN HOLE RFL REFLECT(ED), (IVE), (ING) TRANS TRANSPARENT CONST CONSTRUCTION FLO FLASHINGMFR MANUFACTURE (ER) REFR REFRIDGERATOR TYP TYPICAL CONT. CONTINUOUS FLR FLOOR(ING) MAS MASONRY REINF REINFORCE CONTR .'CONTRACTOR) FD FLOOR DRAIN MO MASONRY OPENING REM REMOVE UG UNDERCUT CJT CONTROL JOINT FBC FLORIDA BUILDING CODE MTRL METERIAL(S) REQD REQUIRED UL UNDERWRITERS LABORATORY CG CORNER GUARD FLOUR FLOURE5CENT MAX MAXIMUM RES RESILIENT UR URINAL CORR CORRIDOR, FTG FOOTING MECH MECHANICAL RT RESILIENT MILE CTSK COUNNTERSINK FUN FOUNDATION MC MEDICINE CABINET RET RETURN CRS COURSE FIRM FRAME MED MEDIUM RA RETURN AIR CYD CUBIC YARD , I S �I)RR FULL SIZE FURRED (ING) REV REVISION MNL MMETAL INIMUM ARCHITECTURAL MATERIAL SYMBOLS -------, 'YPSUM -WALL DUnaD �F 1 N I ) 1 CC,� AIH AND LAS ER C1 TfTU US HUJbh WJ 0 U (GWB) [IUMN WOOD FRAMING L_Z L L CERAMIC TILE li SI I Nf 'll P YWUOD 20J.H IU 11 fU(E LE LE L OD ArtcHlrecrurtnL r ,. T WOODWORK �I�IUII v. " , r'.'M - 7` i.. \.i\` .IC' Z0 P .1 �' •Z P'nRIICLEDUnRU` PAKnCLOR (ROUGH) ARC HIIEC IURAL �� WOODWORK �I �.� g l1S[ II� [UU l CEILING' _ CURfNNS )-) LLL WOOD ItIENI-E�nN FINISH WWO ) Uc�i BOARD (OSB) ARCH fECTURAL 0 E � WO)UWOHK I � of STEEL Ir1Ui u a lam to me eriel EMA;�(�d�A �use5 for ardlilnclurul wooJwork.i )FxN EYdF)FAw , ET GLA EU URICK CDINVE, L (INOICAIE MATERIAL) BRICK RMM1r1MLr11M II[�I V� EARTH HOCK SIRUCIURAL CLAY GLAZED SIRUCIURAL -IILE UNIT MASONRY CLAY IILE UNIT MASONRY �_11,1i'_P X0000/01OILL FINI f'UH U FI ROUTS �� F22 (GRAVEL) CUNCREIE UNIT GLAZED CGNCREIE F.."'._'11"]�,,�:.....��% MASONRY UNIT MnSONRY ,R II(�I CAST -IN-PLACE PRE CUNCHEIE E7M CONCRETE TERRA-COTTA UNIT GLASS UNIT MASONRY MASONRY :.y 1 j311 et.MW �, `� � . 1 j11 C % /..�. ,,11 t�: i.I. r , . 2 . CE�IErJT�ITfb>TS- ��t DECKS AND TOPPINGS GYP' UNIT MASONRY ADOBE UNIT MASONRY X, '� mmi� R��-- . ��] M DAff flBli Ua Ff�AM IN5ULAlION CUT STONE FIREBRICK INSULAIION �� � , .. BOA INSU AIiVNI L. L INSULA ION CAST STONE Don,tl��a��u �f^ff�lJY' - - - EX 6E 10R INSULAIIUN FIBROUS FI(iE SAFINOA fPL S C AND FINISH SYSIEM CopyrBht 2000 (EIFS) grchi11sclural G(�APHIC 9lun�iiUUr s John Wiley ,c Sons, Inc. New Yor , NY WORK MANSr(L1-T4 ET IEW ED T # 'can OF Sf 4ivFORn CODE COMI'LIANC'E TO BE FIELD VER[F[ED BY CITY INDEX OF DRAWINGS BUILDING INSPECTOR CS COVER SHEET U1 DEMOLITION FLOOR & ROOF PLANS U2 DEMOLITION ELEVATIONS F.SECTION ARCHITECTURAL AU01 LIFE SAFETY PLAN AID] FIRST AND SECOND FLOOR PLANS A102 REFLECTED CEILING PLAN A103 ROOF PLAN A201 ELEVATION.,c A301 BUILDING SECTIONS A302 BUILDING SECTIONS A401 WALL SECTIONS A402 WALL SECTIONS A403 WALL SEC TION.,c A501 STAIR DETAIL A502 ENLARGED BATHROOM ELEVATIONS A503 ENLARGED CABINET ELEVATIONS A601 WINDOW & DOOR SCHEDULES AND DETAILS A602 ROOM FINSH SCHEDULE & COURT DIMENSIONS A701 ADA COMPLIANCE STRUCTURAL S061 SIRUCJURAL GENERAL NOTES 5101 NEW FOUNDATION PLAN S102 MEZZANINE FRAMING PLAN S201 TYPICAL DETAILS S301 STRUCTURAL SECTIONS 5401 STRUCTURAL SECTIONS S501 STRUCTURAL SECTIONS MECHANIAL (, MIDI ;MECHANICAL GENERAL INFORMATION MIOZ MECHANICAL DETAILS M103MECHANICAL DETAILS M201 MECHANICAL PLAN M301 MECHANICAL SECTIONS ELECrKICAL EI01 ELECTRICAL GENERAL INFORMATION E201 ELECTRICAL POWER PLAN . E202 ELECTRICAL LIGHTING PLAN E301 RISERS AND PANELS E302 LIGHTING CON IROLS PLUM5ING P101 PLUMBING GENERAL INFORMATION P201 PLUMBING FLOOR PLAN P'L02 ENLARGED PLUMBING PLAN & ISOMETRIC DIAGRAM FIKE PROTECTION NU1L, : ANY E1tK UKK I U U1Vl lNNiuly THIS IN THIS PLAN REVIEW SHALL NOT BE CONSTIZUCED TO GRANT APPROVAL - OI'' ANY VIOLATION OF ANY ADOPTED CURRENT CODES t BUILDING LD1NG CODLS OR MUNICIPAL OF THIS JURISDICTION 1 r !-1 r 11_1 I A rt Y n n . r. n r � r� i ,rrr+ ry IIIA r - - BY OTHERS ;,I ARCHITECTURAL STANDARD SYMBOLS PROJECT DIRECTORY GRAPHIC SYMBOLS The fallowing Symbols are cornrnofily UsedN CLIENT CITY OF SANFORD CONTRACTOR WHARTON • SMITH INC by architecture firms. _ UWN0. SECTION INDICATOR _ 10'-0" 8° HATCH MARK ^ NORTH ARROW 300 N. PARK AV. CONSTRUCTION GROUP O WALL TYPE IDENTIFIER SANFORD, FL 32771 750 MONROE ROAD p� NOTE INDICATOR I°,_Q„ D„ ®® SANFORD, FL 32771 N0 \ 71�1 - ARROW PHONE: 407-321-8410 �4O A ELEVATION VIEW INDICATOR 13'25 PROPOSED ELEV IN PLAN REVISION INDICATOR N0. EQUIPMENT IDENTIFIER 10'-0" 8" FAX: 407-.521-4362 Nv. DOT 60145)10 ARCHITECTX DIMENSION LINES - ROOM T/SLAB 101 ROOM IDENTIFIER CL CENTERLINES PROPOSED ELEVATION IN QO COLUMN LINE OR 0 -��� » ELEVATION AND SECTION JOHN A, BAER, AIA GRID INDICATOR I ��� � E-MAIL: jbaer��cphengineers.corn C,EN'ERBNE 500 WEST FULTON STREET i - - -- - FL PROPERTY LINES T OF FASTENER ________________ HIDDEN EDGES/PROJECTIONS BELOW DWG ��O DOOR/OPENING IDENTIFIER (INDICATE TYPE PHONE:SANFORD, FLORIDA, 41 O ) PHONE: 407-322 6841 MATCH LINE FAX: 407-3,50 0639 ---------- - HIDDEN, FUTURE, C - - - - - - - - -- - -- "- -- HIDDEN EDGES/PROJECTIONS ABOVE FORGCQNJIFNUA DRAWING EXISTING CONSTRUCTION WOOD OR METAL FASTENER BREAK LINE MEP ENGINEER MILAN ENGINEER INC. STRUCRAL ENGINEER HIGGENBOTHAM ENGINEERING NU. DETAIL INDICATOR DO WINDOW IDENTIFIER NOTE LOCATION POINT MITESH K. SMART, PE 402 LAKE HOWELL ROAD, SUITE '113 DWG In the symbols above: NO. --sequential number. * PRESIDENT, MECHANICAL ENGINEER alphonurneric designation; DWG --drawing (SM MAITLAND, FL 32751 E-MAIL: M.,MART�MILAN-ENGINEER.COM 925 SOUTH SEMORAN BLVD, SUITE 100 HAROLD HIGGINBOTHAM, P.E. WINTER PARK, FLORIDA, 32792 T: 407.677.7949 TEL: 407-678-`2055 F: 407.677.0084 FAX: 407-678-2088 haroldC0higgenbothamengr.corn VICINITY wIAP CERTIFICATION STATEMENT BUILDING CRITERIA in will be required for r Nu .,r 1 rr9 #s°f4 SGS ,4,1011y.1 ,, r' " '.: , ,ti/ /i/,r ;r' /ww/o f�F;/ ,,", Separate Life Safety drawings q I 1/ir rT ar r E"4)XTr4 E (, :°, a a a z rzT° r T°z g°", Ir .�1 (r ry/,/// , fN% F 0"ti, ,4 y "/„" ,r, , ff M //ipGj, new systems or alterations to existing fire alarm 1.:: ,-?;w , . y 1 C v 9 v'7 x ¢7 9,.,,� 9 ��'i //'r3 ;yC/ fv l �'<, ,,, , .. ✓Xf 9 �y,//: ; !i i '%' , i/f4r rS, re g,. Ev b s,T t z , Z" ,dp�4y." "vspa 9 ( 1 5 { r £ � � :t"a, i; /�/ l ' /i nT;; , 3ryy... 0 1c0, �44, e4 T ,„> 0 ,rt ., 0 / o,NN i/,T, systems. Plans must be shown with device : ,,l1. v /'f:� cu9ry f"�,f ,,;;,. �a'�'zbaf P, N"r „/".c 4 .:r a fz,... ✓9 ±:4yf�/� �� 9F'9 C�, .n.:�'w"i .u.u�i E'/ /✓i�".: - ^-. C.ri,9; y ,, . Y>E v rw, "{,1 "§wr°y16rEzd,. �^,.r'.,- rxf..g"gi,,�,gCpv" �/? % / �„r/r/,' ,.�9" Y 1�"ine,r!N.wGa",6""/Jr „�//'r�"/,, ,,, 0, ,Lr "9, 4(f G e , s. °,tF, F 4 Q r 44 1 , f / r, L e,wr r, r „T rk locations one line diagrams, battery calculations, �^wl,,._ c .f,»"".".: : 7 IYre1. GBt. ?unz Eg z //i%iv`/ /� Fr? / z E z e4�i r f� 4J i ,; . , r r z - '�''� ✓l r r r"/,(� X.: gp�tl g , rY ,,.V , :: iv e t Of�,yer,rEpiH„Fraiiy�t,ne✓��ra '�4 n t{r 9'S a4%ei,„v rY r�:F; r5;'4 vY1,�yfiFwe�r�.r 'r ri,r" al: s : r:, w 1TvlL°�� z 1r°vt r ° 10,,>e J�r ,yN �1" rr," mT and product cut sheets. Approval of the plan met .km g11 t �E rr ria f"���f T a is required prior to fire alarm inspection. . �!� z(,,,: a rJ 1 � A% 92�x ywTaaf `$ IiYErp (zY,uNMZX�szf. Yt, ir. k�.'"'' + . p.,11 i1r a C�>r ��`i fir% 5//,X,, .4A f. L}�r'�6. r s$s sal FBG 2004 WITH UPDATES AND BENISON Y J ')+ ! Lf tl I ; 9144 r„ TO THE BEST OF THE ARCHITECT"S KNOWLEDGE, 15 ., n, C"ti h FLORIDA PLUMBING CODE 2004 CODE W 2006 SUPPLEMENTS YZ. T F'x�; i n c rw 1%( INFORMATION AND BELIEF, THIS DESIGN IS IN COMPLIANCE / 1.=EaI.? 1 1r rril NATIONAL ELECTRIC CODE 2005 ,NFPA 70 Separate Life Safety drawings will be required for ^9 f "V ""/ Ll 1. FLORIDA MECHANIGAL CODE 2004 W 2UU6 SUPPLEMENTS new systems or alterations to existing fire �� „whr rl I P Sri, ! 1 WITH APPLICABLE CODES AND LAWI. / Y g F . yr'B, t `�i ", L `) sprinkler systems, Plans must showsprinkler head iY I .� t f FLORIDA FIRE PREVENTION 2004 P Y t„.May: may,:11 ,.1. _jt r.i � T y R yr��' 'rtL���. PP 9 Y C it 1 .� LIFE SAFETY CODE (NFPA 101) locations, pipe sizing, and hydro calculations If 1.,� f, 4 il I zAlr�P� Ian r� f 1 ,� ( , T d (; needed) and product cut sheets. Approval of the ':p tr r� as plan set is required prior to request of inspection. tl"i :yt h t S l J. 4� 71 f r J s 8 ,; ! ' -, t 1:r> x Q war, ,: x �� }L>_ IL ` Cr6. OCCUPANCY CLASSIFICATION &BUILDING AREAS Nr)° r +y+x t[ Y 4 E, GROUP A3 -ASSEMBLY 11 1 411 1.a 1 f r ;T1r tri t", �Y .1 Ic A •f3t.1� 7� s :r Y rIr ri^, i r. Vtt:lltitt(T"kaJB �� tbs T >�L t�tx j la�,f fid£ t A 'r a la f yv` ) y,tttt j TOTAL BUILDING AREA 18,402 Sf 11' •"T,1 z e . y, a 9 c iy, p q. !y9, ,.r` i" +1. �a T' .� U L "1.: CONSTRUCTION TYPE IIB X1,4 r }Y1,� '�• n 4 tY�r :1C SLC iib ,� Lt. ) !. G„i tMtxt 5� � @ �, 'M ti l '�v r� 1 7. i ^ , i 'Iwo ` " . L FULLY SPRINKLERED NOTE: FIRE SPRINKLER AND FIRE ALARM DRAWINGS BY OTHERS , ,� e �. W D o" f >•' ��.A11 , �, zzaa$ , t rpa � t l u f I 4.. `. : I i �, MAY 1 1, Ir t �' i� 1 T 9IY�'1 r :� ¢ /' 9tl 1 wt " ): �T.� " Lei e 1 ,I �74 1 .r�� rk,s * i�, 1­1dgi`g ;tf1 �?� A SI TURF AND SEAL DATE ,� r I N 1 a- To ii , )� t t � �, , p 1 1 iv : ) b' :. � < 9~ � t T a l i 1� A Ind new n `. Jr i r ir.Sx iy t Azd i yds 1 i ,,,,f-^, ? t } r'y ;., ° .jam 1,- g.; c.,.' k : x I a k A, Y r �: ° v" r� 'f�nl g9rYY �, JOHN A. BAER r'+ Sr?� Da I" I r f+r r { .. rt 1xT 35tiY t srr V : r�ttt: r. I I t b r;+r. i! : „ M,, da rItttt: i j I /�'/ _„. 1 A .';:�'1 i 7 500 WestFtdtott Street Samford, Florida 32771 I'. C). Boli 2808 Samford, Florida 32772-2805 Phone 407 322-6841 Fax 407.3.30-0639v _- - Certificate of Authorization No. AA26000926 02008 Etigirteers Srtr Oe fors .Arclll tec:ts .P l a YL tt ers Lattdscatre Architects Ertvirorrttiereted Scietit'ists Cotishritctiort 1VMartagerttett.t Desigrt/E[tild w .r Lu <{ In Lu Z DO < Z 0 t) T (D ., .. NL 1 f . "I L I. W > r- 00 <t C4 0 1- 'If O II_ O 0 Z Z iR Cl) erg 6) _j � LL O O W W O IMMINI 7-0 , �. Q U_ Co (r) .J `L,__ M co o <t0) C9 T � N -t Cr) oT -- � -0 W " z3 a) .. >. 1) > U N o 7 W >0 - U U 0 Q cn U_ ., .. NL 1 f . "I L I. WIII W � W > r- 00 <t C4 1- 'If O II_ O W Z Z iR Cl) erg 6) _j � LL O O W W O F- Q ILS W 7-0 , LL Z U_ (r) <t0) i c 4 QW -n° DEMOLTION /EXISTING BUILDING PLAN Scale: 1 /3"=1'-0" i c (-)(),-A 11 I 50'-0" 14'-0" REMOVE AND REPLACE DAMAGED PARAPET FASCIA, CANT STRIPS, FLASHING, CONDUCTOR -a q) HEADS AND DOWNSPOUTS AROUND 0 PERIMETER; SEE A103. .2y) cv Q) 7FD _F_ REMOVE AND REPLACE DAMAGED PARAPET LO w FASCIA, CANT STRIPS, FLASHING, CONDUCTOR HEADS AND DOWNSPOUTS AROUND "I' co PERIMETER; SEE A103, I I I � I I I I I I , I I I I { I I /t I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � I I 1 I I I I I I � I I I 1 I I I I I I I j I I I I , I I I I I REMOVE EXISTING BUILT-UP ROOFING & INSULATION BOARD �r I I I I \ w I o c,{ I I 1 I o 1i I I 1 I �I I }i I 5 1 I I JJ I I it 1 I I I J I I I { I I I I I 1 I � II \ I I / \ � I I I I I I I I I I I II I j I I I I I I 1 I I I I \ I I 1 I II � I I I I I I � ' DEMOLISH PARAPET FOR NEW CONCRETE BLOCK WALL OVER EXISTING BLOCK w REMOVE AND REPLACE DAMAGED PARAPET FASCIA, CANT STRIPS, FLASHING, CONDUCTOR HEADS AND DOWNSPOUTS AROUND PERIMETER; SEE A103, SO' -0" 14'-O" 99'-4° GENERAL DEMOLITION REQUIREMENTS THE FOLLOWING REQUIREMENTS FOR DEMOLITION, CUTTING AND PATCHING APPLY TO ALL WORK WHICH IS ALTERED, WHETHER SUCH WORK IS NEW, EXISTING, RENOVATED OR REPLACED: PRIOR TO DEMOLITION, CUTTING AND PATCHING, THE CONTRACTOR SHALL LOCATE AND DISCONNECT UTILITY SERVICES AND ELECTRICAL / MECHANICAL SYSTEMS, OR TEMPORARILY CAP OFF SUCH SERVICES TO THE AFFECTED AREAS. GIVE NOTICE TO, AND COORDINATE WITH UTILITY COMPANIES. OBTAIN WRITTEN APPROVAL FROM, AND COOPERATE WITH OTHER PARTIES WHO MAY BE AFFECTED BY INTERRUPTION OF SERVICES. CLEARLY MARK THE AREAS AND LIMITS OF DEMOLITION, CUTTING AND PATCHING, IF FEASIBLE, PRE-CUT THE LINE OF SEPARATION BETWEEN AREAS OF DEMOLITION AND AREAS TO BE PRESERVED, UTILIZE DEMOLITION AND CUTTING TECHNIQUES WHICH ARE LEAST LIKELY TO DAMAGE SURROUNDING OR ADJOINING WORK. WHERE FEASIBLE, USE HAND TOOLS AND SMALL POWER TOOLS THAT ARE DESIGNED FOR SAWING AND GRINDING, NOT HAMMERING OR CHOPPING. DO NOT USE EXPLOSIVES. STRUCTURAL REQUIREMENTS: DO NOT CUT AND PATCH STRUCTURAL WORK IN A MANNER WHICH WILL REDUCE LOAD -CARRYING CAPACITY OR LOAD- DEFLECTION RATIO. WHERE STRUCTURAL WORK MUST BE CUT, PROVIDE ADEQUATE TEMPORARY SUPPORT (BRACING AND/OR SHORING) TO RESIST VER rICAL, LATERAL AND DYNAMIC LOADS IN THE ENTIRE TRIBUTARY AREA OF THE AFFECTED STRUCTURAL MEMBERS. WHERE REQUIRED, ENGAGE A LICENSED STRUCTURAL ENGINEER TO DESIGN SHORING / BRACING SYSTEMS AND JOINT OR CONNECTION DETAILS. DEMOLITION ROOF PLAN scale: 1 /8"=1'-0" OPERATIONAL AND SAFETY LIMITATIONS: DO NOT CUT AND PATCH OPERATIONAL ELEMENTS OR SAFETY RELATED COMPONENTS IN A MANNER WHICH WILL REDUCE INTENDED PERFORMANCE OR SAFETY FACTOR, OR WHICH WILL RESULT IN INCREASED MAINTENANCE OR REDUCED OPERATIONAL LIFE, VISUAL REQUIREMENTS: DO NOT CUT AND PATCH WORK IN A MANNER WHICH WILL RESULT IN LESSENING OF THE AESTHETIC QUALITIES OF THE BUILDING OR SITE, OR THAT WILL RESULT IN VISUAL EVIDENCE OF CUT AND PATCH WORK. WHERE REQUIRED, EXTEND FINISH MATERIALS OVER ENTIRE UNBROKEN SURFACE AREAS AFFECTED BY CUT AND PATCH WORK. REMOVE AND REPLACE CUT AND PATCH WORK WHICH DOES NOT MEET VISUAL REQUIREMENTS. PROTECTION: PROTECT OTHER WORK DURING CUTTING AND PATCHING OPERATIONS TO PREVENT DAMAGE. PROVIDE PROTECTION OF ALL WORK FROM ADVERSE WEATHER CONDITIONS. WHERE OPENINGS ARE CREATED IN ROOF OR EXTERIOR WALLS, PROVIDE TEMPORARY ENCLOSURE OF SUCH OPENINGS ON A DAILY BASIS, AND WHENEVER ADVERSE WEATHER THREATENS OR EXISTS. ASBESTOS SURVEY AND ABATEMENT: PRIOR TO DEMOLITION, CUTTING OR PATCHING WORK, ENGAGE A LICENSED ASBESTOS ABATEMENT CONTRACTOR TO REMOVE OR ENCAPSULATE ALL ASBESTOS CONTAINING MATERIALS, ACCORDING TO THE RECOMMENDATIONS OF THE ASBESTOS CONSULTANT, AS STIPULATED IN THE CONSULTANT'S REPORT. WHERE ASBESTOS CONTAINING MATERIALS ARE ENCAPSULATED IN THE BUILDING, PROVIDE THE OWNER WITH A DETAILED DESCRIPTION OF ALL REMAINING MATERIALS, INCLUDING LOCATIONS, APPROXIMATE QUALITIES, AND METHODS OF ECAPSULATED AND INSTRUCTIONS FOR NOT DISTURBING THE ENCAPSULTED MATERIALS. DEMOLITION PLAN LEGEND WALL SECTIONS TO BE DEMOLISHED 1 WINDOWS AND DOORS TO BE REMOVED L� FIXTURES TO BE REMOVED; UNLESS NOTED OTHERWISE EXISTING WALLS TO BE PRESERVED -r-1 WINDOWS AND DOORS TO REMAIN AREA OF EXISTING FLOORING AND/OR SUSPENDED CEILING TO BE REMOVED AREA OF EXISTING BUILT UP ROOFING TO BE REMOVED AND REPLACED WITH NEW ROOF MEMBRANE AS NOTED ON A103 Eahj 600 West.Futtou Street Sanford, f'lorida 32771 P. O. Sox 2808 Sanford, Florida 32772-2808 Phoae 407 322-6841 Fax 407 330-0639 Certificate of Authorization No. AA26000926 c zoom Engineers Surveyors Architects Planners Landscape Architects Environmental Scientists Construction Management Design/Build 0 N N z 0 Q U U- I- w V c4 ❑ w I - L1 Lu 2 q) Z_ F�m_IJl�<1z � F-_ (y) G) <0 O C0 n i r Sheet No. � -a q) 0 .2y) cv Q) 7FD _F_ U (y) G) <0 O C0 n i r Sheet No. ELEV_l1 TOP OF ELEYL TOP OF ELEV_ ■ ■■■■W■■1 .. . �. �■ ■ I oil i iii �■ ■ �■■■■■■■1 �■■ul■ur� �■1 W ■■■■■■■1 1■■■■■■■■■■■■■1 1■■■� ■■■�■11MEN ■■1 1■■■■■■■■■W■1 IW■■ ■■■■■ 1■ ©NN M11011I- ■� � N 1 111111EEE Iv■W■■vvM■■■1 W■ ■■■■ ■■1 1■ ■ ■■■■■®�I 1■■■■■■■■■■W■1 1■■ I■ ■ ■■■ 1■W■■■■■■■■■1 �■ ■ ■■ �� __ _------- --- --- -- -- - -- �wwww.11.wwwwwww�._------- __ -_ .�we�e milli____ ---------------- ::\:::: ------------ CLEAN AND REPAINT WEST ELEVATION 1• SCORED CMU BLOCK THROUGOUT scale: 1/8"=1'-0" REPAIR AND REPAINT STUCCO 5 REMOVE AND REPLACE METAL REMOVE ALUMINUM FRAME AND GLAZING; AS NECESSARY D2 /V— CAP FLASHING THROUGHOUT IN -FILL WITH METAL STUD FRAMING -® FLEV.11i-4" TOP OF BEAM _ ELEV. 110_'-11" TOP OF JOIST - —FIN. FLR. — — — - — - — ,-- — --- --- __ .—._ LF H ---V P o 1FnM TOP OF _ -- JOIST ISl _ _ .__ _ _ � F I ' �r - - - - - ---- FIN. FLR ' MIN --- -- ____ _______________________ ___ ____________ _______ —--------- �—-------------------------------------------------� CLEAN AND REPAINT SCORED CMU BLOCK DEMOLISH SOFFIT AND WINDOW IN -FILL THROUGOUT FOR CONSTRUCTION OF NEW GYMNASIUM EAST ELEVATION WALL; SEE SECTION DETAIL D2 2 D2 sr elle: 1/817= 11-0„ nrunur nnln nrnl nnr 1lrrnl f\LI IVYL HIVV r�LrLH\,r JVVF\LV VMI DLVVf\' DAMAGED CONDUCTOR HEADS THROUGOUT DAMAGED CONDUCTOR HEADS AND DOWNSPOUTS TYPICAL AND DOWNSPOUTS TYPICAL NORTH ELEVATION Scale: 1/8"=11-0" I\LIV " ( " "'I """ J,VRLV UI DLVVI\ I-VIU- f 11V 1\LI LY',L DAMAGED CONDUCTOR HEADS THROUGOUT DAMAGED CONDUCTOR HEADS AND DOWNSPOUTS TYPICAL AND DOWNSPOUTS TYPICAL 4 SOUTH ELEVATION scale: 1/8"=11-0" 116'-10" )F BEAM 1Q--11" )F JOIST 04.'•0" z REMOVE METAL CAP FLA CANT STRIPS AND OTHEI REMOVE BUILT-UP ROOF 2" OF GYPSUM SHEATING TO REMAIN EL EV 110':11" im 11 TOP OF JOIST DEMOLISH EXISTING SOFFIT & FRAMING REMOVE 1-3/4" X 4" ALUM. TUBE II FRAME W/ GLASS OR EFISTING PANEL INFILL I I� ----- - ----� FIN. FLR. LAIJIIIVV I VVIII`!V TO REMAIN WALL SECTION @EAST ELEVATION scale: 3/4"=1'-0" S m Imi 500 West Fulton Street Sanford, Florida 32771 P. O. Box 2808 Sanford, Florida 32772-2808 Phone 407 322-6841 Fax 407 330-0639 Certificate of Authorization No, AA26000926 2008 Engineers Surae-yors Architects Planners Landscape Architects Envi-romnental Scientists Construction Management Design/Build C) cc 0 r- uj uj y m z d n wZ <f T_ 177 o t=- z w � V � o ' Im 7 Q> ❑ 0W =)... (1)U 0 z Z Wh cv a� �� l7) z J �( ® H 0 ZZ CY7 J Q o (9 Z 0 0 00 �d n- J 0 0 77 0 LL- 0 :EU w 7 Q> ❑ 0W =)... (1)U ❑ z Z Wh cv a� �� l7) z J �( ® H 0 ZZ CY7 J Q o (9 Z 0 0 00 �d n- J 0 0 77 0 LL- 0 :EU w 0 LL 0(/) <( 2 O ® z C N m o -0 m (1) � O L T Qj O z Q U U Q c� 0 5 u - Sheet No. 0W =)... (1)U Z Z Wh 0W 00< �( ® H 0 ZZ wj w Z 0 0 00 �d n- J 0 0 77 0 LL- 0 :EU w 0 LL 0(/) <( ® z C Sheet No. CA) --- Cgs-- -- C� MEZZANINE - LIFE SAFETY PLAN A001 Scale: 1/d"=1'-0" �® 1 ASSEMBLY 2 A3 3 18,402 (SO, FT.) M IN US[^ 4 POSTED MAXIMUM OCCUPANCY TRAVEL DISTANCE = 75.5 FEET ■ ■ EXISTING I ADDITION ' r------- F ■ JAN. C OSET 55 p 55 OFFICE ■ _ �___ - 08 36 36 I ■ I - - Cu ■ �� — coo KITCHEN ■ OFFICE - ; ■ - 07 ■ _ _ --------- - ■ WOMEN'S ,- MULTIPURPOSE ■ RESTROOM = ROOM ■ OFFICE 10 ■ % ® i 7d1 E. l , I ■ L � I I rf < f<'". ■ CORRIDOR --� - ' 0 ■ 15 RECEPTION COUNTER • II II - ■ 02 ■j ®E 111 r1®----------- ■ _ ID ■ ■ - ■■ MEN'S 36 ® M RESTROOM Ij- TUTOR ■ LOCKER■;ROOM r�-------w%77''� ■ - _ °derr■®®®•�ae���� CONFERENCE ■ (RAVEL DISTANCE = 60.5 FEET m ---' ROOM a 11 ■ ELECTRICAL ■--- �- ��—_l ���---_l ROOM -------- --------- r ---------r------- ■ i�-C.J C� ■ 13 - --- u� '-------r-"r�I) ■ PHYSICAL FITNESS �'----.'-'---•�--------•�--------'�'--------.� -Ill I-'' r ■ ROOM COMPUTER LAB ■ k�` 12 �--------'`------ ------------ f ROOM_____ CO. i N,LC `i-�" ■ - O4 ■ F--- _ ��- -.�r- f� ■ 55 55 � I r I I R ■ ■ r'rL I C�� r ■ 36 36 . ____.r____7 ■ h___.- ul__ _L_____J `1 - I ' 36 ■ . • �^ � (RAVEL DISTANCE = 51.8 FEET ' 36 2 LIFE SAFETY PLAN n A001 scale: 1/0"=1'-0" ®� I I I I T -r -r -r- -r- 7- 7- r- r -I-1-1 -r — — — - IIIIIIIIIIIII _ IIIIIIIIIIIII IIIIIIIIIIIII - I-IJLJ.1 F GAME STORAGE - ROOM 7 AREA 104 103 ■ _ �IINNm0mINNIE10 ■ ■ ■ < _ x 1,:77 F <101% T- %mummmmmimm TRAVEL DISTANCE = 41.5 FEET + 106' FROM MEZZANINE = 147.5 FEET = 55 36 36 GYMNASIUM 100 ------- D 1 ASSEMBLY 2 A3 _ 3 18,402 (SQ. FT,) MAIN USE 4 POSTED MAXIMUM OCCUPANCY LIFE SAFETY DATA AND CALCULATIONS 1. APPLICABLE CODES 2004 Florida Building Code and the 2005 and 2006 revisions 2004 Florida Plumbing Code and the 2005 and 2006 revisions 2004 Florida Mechanical Code and the 2005 and 2006 revisions 2005 National Electric Code 2004 NFPA 101 -Life Safety Code 2004 Florida Fire Prevention Code 2. OCCUPANCY CLASSIFICATION & BUILDING AREAS ( FBC 302,5031 Existing Building Group A3-As3embly New Addition Group A3 -Assembly Mezzanine Group S2 -Storage Allowable Building Area per Floor 9,500 of Allowable Total Building Area w/Increase 28,500 of Existing Building Floor Area 7,926 of New Addition Building Floor Area 10,476 of Mezzanine Area (1,723 - n/a to Total Bldg. Area) iii 18,402 of 3, CONSTRUCTION TYPE FBC 601 W Type IIB Construction (Sprinklered) 4. BUILDING HEIGHT FBC 5031 36 Allowable Height 2.0 stories 5. OCCUPANCY LOAD FBC 1004.1.11 gJANITOR/ FIRE RISER A3 494 S2 ROOM Total 500 Occupants Maximum - Posted 6. FIRE PROTECTION RATINGS N/A SEMSED Y JL BEQUAL). 7, EXITS %mmmmmm■ NNE mmrd Provided 48" B. Doors (FBC 1005.1): I.L CLASSIFICATION 3-A:40-0:0 TYPE IN Required 55 occupants/exit x 0.2°= 11" ■ C. Number of Exits (FBC 1016.1) ® 0 ■ Assembly 3 9 D. Travel Distance (FBC 1015.1) Allowable 200' III■ Provided 147.5' E. Max. Dead End Corridor Distance (FBC 1016.3): 20' ■ 44" OFFICE 102 ■ Required Yes Provided Yes B. Fire Alarm (FBC 907.2.4): Required Yes Provided Yes ■ 'i D. Standpipe System (FBC 905): Required No Provided No ■ Required No Provided No F. Portable Extinguisher (FBC 906): Required Yes Provided Yes ■ 11-4.1.31 Total Estimated No. of People: 500 (250 Men/ 250 Worsen) ■ Provided Men's Room Fixtures: 2 Water Closets, 3 Lavatories & 2 Urinals ■ 4 Water Closets & 3 Lavatories Drinking Fountain(s) 1 Hi -Lo 10, PARKING REQUIREMENTS See Civil Drawings _ <10j U U Q C!1 0 ■ LL I ■. 55 ■ ■ 36 ■ ■ 36 ■ ■ ■ m mmmaammmaImp ® (� TRAVEL DISTANCE = 67 FEET ' r------- F ■ JAN. C OSET 55 p 55 OFFICE ■ _ �___ - 08 36 36 I ■ I - - Cu ■ �� — coo KITCHEN ■ OFFICE - ; ■ - 07 ■ _ _ --------- - ■ WOMEN'S ,- MULTIPURPOSE ■ RESTROOM = ROOM ■ OFFICE 10 ■ % ® i 7d1 E. l , I ■ L � I I rf < f<'". ■ CORRIDOR --� - ' 0 ■ 15 RECEPTION COUNTER • II II - ■ 02 ■j ®E 111 r1®----------- ■ _ ID ■ ■ - ■■ MEN'S 36 ® M RESTROOM Ij- TUTOR ■ LOCKER■;ROOM r�-------w%77''� ■ - _ °derr■®®®•�ae���� CONFERENCE ■ (RAVEL DISTANCE = 60.5 FEET m ---' ROOM a 11 ■ ELECTRICAL ■--- �- ��—_l ���---_l ROOM -------- --------- r ---------r------- ■ i�-C.J C� ■ 13 - --- u� '-------r-"r�I) ■ PHYSICAL FITNESS �'----.'-'---•�--------•�--------'�'--------.� -Ill I-'' r ■ ROOM COMPUTER LAB ■ k�` 12 �--------'`------ ------------ f ROOM_____ CO. i N,LC `i-�" ■ - O4 ■ F--- _ ��- -.�r- f� ■ 55 55 � I r I I R ■ ■ r'rL I C�� r ■ 36 36 . ____.r____7 ■ h___.- ul__ _L_____J `1 - I ' 36 ■ . • �^ � (RAVEL DISTANCE = 51.8 FEET ' 36 2 LIFE SAFETY PLAN n A001 scale: 1/0"=1'-0" ®� I I I I T -r -r -r- -r- 7- 7- r- r -I-1-1 -r — — — - IIIIIIIIIIIII _ IIIIIIIIIIIII IIIIIIIIIIIII - I-IJLJ.1 F GAME STORAGE - ROOM 7 AREA 104 103 ■ _ �IINNm0mINNIE10 ■ ■ ■ < _ x 1,:77 F <101% T- %mummmmmimm TRAVEL DISTANCE = 41.5 FEET + 106' FROM MEZZANINE = 147.5 FEET = 55 36 36 GYMNASIUM 100 ------- D 1 ASSEMBLY 2 A3 _ 3 18,402 (SQ. FT,) MAIN USE 4 POSTED MAXIMUM OCCUPANCY LIFE SAFETY DATA AND CALCULATIONS 1. APPLICABLE CODES 2004 Florida Building Code and the 2005 and 2006 revisions 2004 Florida Plumbing Code and the 2005 and 2006 revisions 2004 Florida Mechanical Code and the 2005 and 2006 revisions 2005 National Electric Code 2004 NFPA 101 -Life Safety Code 2004 Florida Fire Prevention Code 2. OCCUPANCY CLASSIFICATION & BUILDING AREAS ( FBC 302,5031 Existing Building Group A3-As3embly New Addition Group A3 -Assembly Mezzanine Group S2 -Storage Allowable Building Area per Floor 9,500 of Allowable Total Building Area w/Increase 28,500 of Existing Building Floor Area 7,926 of New Addition Building Floor Area 10,476 of Mezzanine Area (1,723 - n/a to Total Bldg. Area) 'Fatal Building Area 18,402 of 3, CONSTRUCTION TYPE FBC 601 W Type IIB Construction (Sprinklered) 4. BUILDING HEIGHT FBC 5031 36 Allowable Height 2.0 stories 5. OCCUPANCY LOAD FBC 1004.1.11 ®p"' A3 494 S2 6 Total 500 Occupants Maximum - Posted 6. FIRE PROTECTION RATINGS N/A SEMSED Y JL BEQUAL). 7, EXITS A. Stairways Min Width (FBC 1009.1.1): 6 occupants 36" Provided 48" B. Doors (FBC 1005.1): I.L CLASSIFICATION 3-A:40-0:0 TYPE IN Required 55 occupants/exit x 0.2°= 11" Provided 36" C. Number of Exits (FBC 1016.1) ® 0 Occupancy No,Required No.Provided Assembly 3 9 D. Travel Distance (FBC 1015.1) Allowable 200' Provided 147.5' E. Max. Dead End Corridor Distance (FBC 1016.3): 20' F. Min. Corridor Width (FBC 1016.2,2): 44" 8. FIRE PROTECTION SYSTEMS A. Fire & Smoke Detection (FBC 907): Required Yes Provided Yes B. Fire Alarm (FBC 907.2.4): Required Yes Provided Yes C. Sprinkler System (FBC 903): Required Yes Provided Yes D. Standpipe System (FBC 905): Required No Provided No E. Smoke Vents (FBC 910): Required No Provided No F. Portable Extinguisher (FBC 906): Required Yes Provided Yes 9. PLUMBING FIXTURE CALCULATION (FBC 403.1 11-4.1.31 Total Estimated No. of People: 500 (250 Men/ 250 Worsen) (Building & Gymnasium) Provided Men's Room Fixtures: 2 Water Closets, 3 Lavatories & 2 Urinals Women's Room Fixtures: 4 Water Closets & 3 Lavatories Drinking Fountain(s) 1 Hi -Lo 10, PARKING REQUIREMENTS See Civil Drawings SYMBOL LEGEND (� ILLUMINATED _Y EXIT SIGN PRIMARY EGRESS 1 FUNCTION 2 OCCUPANCY GROUP 3 AREA (SQUARE FEET) 4 OCCUPANCY FACTOR 5 OCCUPANCY LOAD OCCUPANT LOAD AT THIS EXIT REQUIRED EXIT WIDTH PROVIDED EXIT WIDTH aemeaeeaeease�A TRAVEL DISTANCE X -FEET I ---------co I I I 1 MV G'VTINrI IICLICrJ <101i U IRE EXTINGUISHER ABINET 500 West Fulton Street Sanford, Florida 32771 P. O. Box 2808 Sanford, Florida 32772-2808 Phone 407 322-6841 Fax 407 330-0639 Certificate of Authorization No. AA26000926 — — c zuos Engineers Surveyors Architects Planners Landscape Architects Etiviranitimtal Scientists Construction Matiagetnetr t Design/$wild Z 0 f•- F= w U O W (y) o Q0 N U) FIRE EXTINGUISHER MOUNTING NOTES 55 W Z U WALL MOUNTED BRACKET; FIRE 36 EXTINGUISHER TO BE 8LB.; J ®p"' CLASSIFICATION 3-A:40-B:C TYPE IN c� -0 COMPLIANCE WITH NFPA 10. 36 0 F- W SEMSED Y JL BEQUAL). LL. NDUISTRIESSOR APPROVED LL FIRE EXTINGUISHER TO BE 8LB.; C -L I.L CLASSIFICATION 3-A:40-0:0 TYPE IN �® 0 0 COMPLIANCE WITH NFPA 10. I ---------co I I I 1 MV G'VTINrI IICLICrJ <101i U IRE EXTINGUISHER ABINET 500 West Fulton Street Sanford, Florida 32771 P. O. Box 2808 Sanford, Florida 32772-2808 Phone 407 322-6841 Fax 407 330-0639 Certificate of Authorization No. AA26000926 — — c zuos Engineers Surveyors Architects Planners Landscape Architects Etiviranitimtal Scientists Construction Matiagetnetr t Design/$wild Z 0 f•- F= w U O W (y) o Q0 N U) Sheet No. W W W W Z Z 0 J ®p"' 0 c� -0 LL 0 F- W J LL. LL /�'!� LL (J C -L I.L W �® 0 0 ® LL Z ® 0 1) > o U ei 6 ° v Z 4) O � � c%� � -a- 0 U U Q C!1 0 —moi LL Sheet No. W W W W Z Z may/ J ®p"' 0 c� CL LL 0 F- W J LL. LL /�'!� LL (J C -L I.L W �® 0 0 ® LL Z ® 0 U Sheet No. 14'-C 2 FLOOR PLAN n A101 TYPE "A": EXTERIOR VEE RIB PANEL OVER MTL GIRTS BY METAL BUILDING MANUFACTURER EXTERIOR VEE RIB PANEL 8-1/2" GIRTS, REFER TO METAL BUILDING MFR. DRAWINGS FOR DETAILS R-13 VINYL FACED BATT INSULATION EXTERIOR METAL BUILDING ENVELOPE TYPE "B": SCORED CMU WALL UP TO 12' A.F.F. W/ CORE -FILL 500 ® INSULATION EXTERIOR WALL TO BE PAINTED it 500 WestFnitorr Street Sanfrrcl, Florida 32771 P. U. Box 2808 Sanford, Florida 32772-2808 Phone 407 322-6841 Fax 407 330-0639 Certificate of AutlioHzatioa No. AA26000926 - 02008 Engineers .Surveyors Architects Planners Landscape Architects Environmental Scientists Construction Managetnent Design/ Build z 0 Q U U- 1— INTERIOR WALL TO BE PAINTED w V (UNLESS NOTED OTHERWISE ON FINISH SCHEDULE A602) TYPE "C": GYPSUM BOARD BOTH SIDES OVER CALV. MTL STUD INTERIOR PARTITION. 3" MIN SOUND ATTENUATING INSULA [ION 5/8" CWB. EA, SIDE. rtNQM. 4' NON RATED PARTo�` N PROVIDE M.R. Ar PLUMBING WALLS. 3-5/8"X20 CA. CALV. MTL STUD AT 24" O.C. TYPE "D": GYPSUM BOARD BUTFI SIDES OVER CALV. MTL STUD INTERIOR PARTI CION. 5 1/2" MIN SOUND _ A rTENUATINC INSULATION. r -�.�.: _.-�,.;.,--•--x �/8" CWB. EA. SIDE. PROVIDE MOISTURE NOM 6' NON RATED PARTITION RESIS rANT & CERAMIC TILES \ AT PLUMBING WALLS � F"X20 CA. CALV. MIL STUD AT 16" U.C. -TYPE "W": fiF GYPSUM BOARD BOTH SIDES OVER CALV. MTL STUD IN rERIOR PARTITION. 5/3" CWB. ATTENUATING SOUND INSULATION. DOUBLE LAYER 5/8" GWB. NOM. S" NON RATED PARTITION 8"X20 CA. CALV. MTL STUD AT 24" U.C. TYPE "'E": EXISTING CMU WALLS TO REMAIN EXTERIOR GRADE PAINT OVER XISTING SCORED BLOCK JTERIOR GRADE PAINT OVER MISTING SCORED BLOCK TYPE "F": -TjT- 8"x8" x 16" CMU WALLS :2irREPAINT OVER EXISTING SCORED BLOCK; (PROVIDE TILE IF NOTED IN FINISH SCHEDULE). M4_1_ 8"X8"X16" CMU WALL. EX15ITNG INTERIOR CMU WALL TYPE "G": -TT- 8"x8" x 16" CMU WALLS NWI�u��������II������ NEW INT CMU WALL -REINFORCED 8"X8"X16" CMU WALL a In L QD ❑ ❑ Z, Z J d c� Q o Q0 co CD c� U) O ai> o ro oCL z Q 0� L W D (L Z c zzZ® N O 0 M Q 1_0 N Lu 6L Z Z QD ` V) 2 U O -i 08 LL. 2 W 'N ® U IL U ® F— _ � 0 LL z U) Q co L QD ❑ ❑ Z, Z J d c� Q o Q0 co CD c� U) O ai> o ro oCL z Q 0� L W D (L Z LTJ zzZ® N 0 M Q 1_0 N Lu 6L Z Z QD ` V) 2 U O -i 08 LL. 2 W LL ® U IL U ® F— _ Z 0 LL z U) Q co a) T LL Sheet No. PARTITION TYPES AND LEGEND _" Awslik Scale; 3/4"=1'-0" Iff I A � Imump, I -----CD) -----C�) C2) 2 REFLECTED CEILING PLAN n REFLECTED CEILING PLAN SYMBOLS KEYNOTES GYPSUM BOARD HARD CEILING CONSTRUCTION: Q� 5/8" CYPSUMN BOARD ON METAL SUSPENSION SYSTEM AT 9"-0" A.F.F. ACOUSTICAL CEILING TILES - DROP CEILING CONSIRUCIION: 2 X 4 X 5/8" WHITE TECULAR EDGE CEILING TILES (EQUIV. TO "AMSIRONG CORfEGA") IN WHITE 15/10" T -BAR METAL SUSPENSION SYSTEM ; HT. AS NOTED IN RM FINISH SCHEDULE �3 LIGHT WELL INTERIOR EXPOSED STRUCTURE COMPONENTS �� ABOVE: INTERIOR EXPOSED STRUCTURE COMPONENTS ABOVE BY METAL BUILDING MANUFACTURER, REFER TO VP BUILDING DRAWINGS FOR DETAILS. INTERIOR EXPOSED LOFT STRUCTURE COMPONENTS O5 ABOVE: INTERIOR EXPOSED STEEL STRUCTURE COMPONENTS ABOVE. VINYL CEILING TILES - DROP CEILING CONSTRUCTION: EQUIVALENT TO "ARMSTRONG' VL PERFORATED 2 X 4 TILE IN WHITE 15/16" T -BAR METAL SUSPENSION SYSTEM ; HL AS NOTED IN RM FINISH SCHEDULE. VINYL CEILING TILES - DROP CEILING 0% CONSTRUCTION: EQUIVALENT TO "ARMSTRONG' CLEAN ROOM VL UNPERFORATED 2 X 4 TILE ; WITH WHITE 15/16" EXPOSED 'TEE GRID; HT. AS NOTED IN RM FINISH SCHEDULE s k on - 500 West Fit iton Street — Sanford, Florida 32771 P. O. Soa: 2808 Sanford, Florida 32772-2808 Phone 407 322-6841 Fax 407 330-0639 Certificate of Authorization No. AA26000926 2008 Engineers Srtrveyors Architects Planners Lcirulseape Architects Enviromnental Scientists Construction Management Vesi,grtl Build z 0 U F- 0 w V m W If L7 1-t a= a.' o F_ a In WALL MOUNTED SCONCE 2048 LIGHT FIXTURE z (SEE ELECTRICAL DRAWINGS D OT mi FOR TYPE) w 12X48 LIGHT FIXTURE (SEE ELECTRICAL DRAWINGS FOR TYPE) EXIT SIGN DOWNLIGHT FIXTURE z EGRESS LIGHT -0<t 24X24 AIR RETURN GRILL i / LL- Q) 0 AIR SUPPLY DIFFUSER (SEE MECHANICAL (t) > DRAWINGS FOR TYPE) EXHAUST FAN NOTE: REFER TO ELECTRICAL DRAWINGS FOR FIXTURE TYPE AND LOW VOLTAGE LIGHTING LOCATIONS REFLECTED CEILING PLAN KEYNOTES GYPSUM BOARD HARD CEILING CONSTRUCTION: Q� 5/8" CYPSUMN BOARD ON METAL SUSPENSION SYSTEM AT 9"-0" A.F.F. ACOUSTICAL CEILING TILES - DROP CEILING CONSIRUCIION: 2 X 4 X 5/8" WHITE TECULAR EDGE CEILING TILES (EQUIV. TO "AMSIRONG CORfEGA") IN WHITE 15/10" T -BAR METAL SUSPENSION SYSTEM ; HT. AS NOTED IN RM FINISH SCHEDULE �3 LIGHT WELL INTERIOR EXPOSED STRUCTURE COMPONENTS �� ABOVE: INTERIOR EXPOSED STRUCTURE COMPONENTS ABOVE BY METAL BUILDING MANUFACTURER, REFER TO VP BUILDING DRAWINGS FOR DETAILS. INTERIOR EXPOSED LOFT STRUCTURE COMPONENTS O5 ABOVE: INTERIOR EXPOSED STEEL STRUCTURE COMPONENTS ABOVE. VINYL CEILING TILES - DROP CEILING CONSTRUCTION: EQUIVALENT TO "ARMSTRONG' VL PERFORATED 2 X 4 TILE IN WHITE 15/16" T -BAR METAL SUSPENSION SYSTEM ; HL AS NOTED IN RM FINISH SCHEDULE. VINYL CEILING TILES - DROP CEILING 0% CONSTRUCTION: EQUIVALENT TO "ARMSTRONG' CLEAN ROOM VL UNPERFORATED 2 X 4 TILE ; WITH WHITE 15/16" EXPOSED 'TEE GRID; HT. AS NOTED IN RM FINISH SCHEDULE s k on - 500 West Fit iton Street — Sanford, Florida 32771 P. O. 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STANDING SEAM — GALVALUME ROOF BY METAL BUILDING SUPPLIER 1A RIDGE CLOSURE DETAIL /EXPANDABLE METAL RIDGE COVER, STAINLESS STEEL ROOF PANEL CLIPS 8" PURLINS, NOMINAL SPACING DETERMINED BY METAL BUILDING SYSTEM ENGINEER. A103 Scale: 1 1/2"=1'-0" 35'-4" TOP OF PARAPET TOP OF PARAPET o 12'-2" © ±19'-0" A.F.F. 12"W x 6"H SCUPPER OPENING W/ CONDUCTOR HEAD & 6" x 6" DOWNSPO T TO UNDERGROUND DRAINS OVERFLOW SCUPPER 7 12"W X 6"H Ir IT_7O PITCH 1/4": 1'-0" 0 <Z> / 1„ NEW ROOFING SYSTEM: T.P.O. HEAT WELDED MEMBRANE OVER 3" THICK POLY]SOCYANURATE INSULATION OVER EXISTING GYPSUM DECK OVER EXISITNG P.E. BAR JOISTS <t Q i �I.� IEA x xf e o `� — �fI F' seiEi.; Q --=-- - 110 C)5 1 ROOF PENETRATION DETAIL - TYPICAL A103 scale: N.T.S ROOF PANEL CLOSURE WITH LOCKSEAM PLUG 24 GA. STANDING SEAM — GALVALUME ROOF BY METAL BUILDING SUPPLIER 1A RIDGE CLOSURE DETAIL /EXPANDABLE METAL RIDGE COVER, STAINLESS STEEL ROOF PANEL CLIPS 8" PURLINS, NOMINAL SPACING DETERMINED BY METAL BUILDING SYSTEM ENGINEER. A103 Scale: 1 1/2"=1'-0" 35'-4" TOP OF PARAPET TOP OF PARAPET o 12'-2" © ±19'-0" A.F.F. 12"W x 6"H SCUPPER OPENING W/ CONDUCTOR HEAD & 6" x 6" DOWNSPO T TO UNDERGROUND DRAINS OVERFLOW SCUPPER 7 12"W X 6"H Ir IT_7O PITCH 1/4": 1'-0" 0 <Z> / 1„ NEW ROOFING SYSTEM: T.P.O. HEAT WELDED MEMBRANE OVER 3" THICK POLY]SOCYANURATE INSULATION OVER EXISTING GYPSUM DECK OVER EXISITNG P.E. BAR JOISTS NEW ROOFING SYSTEM: T.P.O. HEAT WELDED MEMBRANE OVER 3" THICK POLYISOCYANURATE INSULATION OVER EXISTING GYPSUM DECK OVER EXISITNG P.E. BAR JOISTS �Fz 0 0 PITCH 1/4": 1' -0 - OVERFLOW SCUPPER 12"W X 6"H 12"W x 6"11 SCUPPER OPENING W/ CONDUCTOR HEAD & 6" x 6" DOWNSPOUT 'TO UNDERGROUND DRAINS 35-4" 50'-0" TOP OF PARAPET CO ± 12'-2" TOP OF PARAPET -'\ DnM: IDI A I\1 0 ±19'-0" A.F.F. scale: 1/a"=1'-0" E 8"X8" GUTTER MINIMUM WITH G" X 6" MINUMUM DOWNSPOUT (9 EACH BAY TYPICAL CONNECT TO UNDERGROUND DRAINS (PER CIVIL DRAWINGS). Lu 0 Lu �*1 DOWNSPOUT CONNECT TO UNDERGROUND DRAINS (PER CIVIL DRAWINGS). 12'-9" TOP OF PARAP T ©t 12'-2" CIO cn 12"W x 6"H SCUPPER OPENING W/ O CONDUCTOR HEAD & 6" x 6" DOWNSPOUT CONNECT TO UNDERGROUND DRAINS (PER CIVIL DRAWINGS). OVERFLOW SCIJ/PPER 12' I X 6"H I 1 RTU ff ✓ DOWNSPOUT TO LOWER ROOF I 1,11 4_. r ------------- i og t 1 I Ic 1 I O RTU 1 1 . 1 1 � 1 1 1 I 1 1 = t 1 c1 INSULATION RIDGE 4O N 13' --------- CRICKET)r= -- TYPICAL) I I I I -� RTU I 1 i � I 1 = 4__________ __J H IF Y RTI) l""1 EF ,., SPOUT TO LOWER ROOF T TO LOWER ROOF OVERFLOW SCUPPER CU 12"W X 6"H a, t 12"W x 6"H SCUPPER OPENING W/ 0 CONDUCTOR HEAD & 6" x 6" DOWNSPOUT CONNECT TO r DOWNSPOUT CONNECT TO UNDERGROUND DRAINS (PER CIVIL " CIVIL DRAWINGS). 0 DRAWINGS). SYo� Q w F 12'-9" TOP OF PARAP T CO ± 12'-2" I 6" RGROUND CONNECTION SYSTEM, REFER CTION IN TO STORM WATER SYSTEM _NT LINE IN CIVIL DRAWINGS. SPLASH BLOCK DETAIL scale: 1 1/2"=1'-0" 85'-2" RAKE EDGE PITCH 1:12 PITCH 1:12 PITCH 1:12 PI TCH 1:12 rx ROOF SYSTEM: PRE-ENGINEERED METAL BUILDING WITH 24 GA. CALVALUME PITCH 1:12 PITCH 1:12 PITCH 1:12 PITCH 1:12 STANDING SEAM METAL ROOF RAKE EDGE PITCH 1:12 PITCH 1:12 PITCH 1:12 PITCH 1:12 ROOF PLAN KEYNOTES: 1. O DESIGNATES INCHES OF TAPERED POLYISOCYANURATE INSULATION ABOVE EXISTING ROOF DECK 2. REFER TO MEP FOR RTU TYPES AND LOCATIONS 3. MIN. SLOPE OF TAPERED INSULATION IS 1/4" : V-0" TYPICAL. i T VINYL FACED BAFF 24 GA. STANDING SEAM CALVALUME ROOF BY MEFAL BUILDING SUPPLIER CUTTER STRAP BY METAL BUILDING MANUFAC. 8" X 8" MINIMUM HEAVY DUTY S FEEL GUTTER BY METAL BUILDING MANUFACTURER 6" X 6" MINIMUM HEAVY DUTY S FEEL PRE -FINISHED DOWNSPUU f BY ME FAL BUILDING MANUFACTURER (CONNECT TO UNDERGROUND DRAINS PER CIVIL) 26 GA. V -RIB METAL SIDING BY METAL BUILDING SUPPLIER (hl INSULATION; R-13 w `T ✓ 8" GIRT BY METAL BUILDING —� MANUFACTURER �DOWISPOUF CONNEC( To METAL BUILDING GUTTER (TYP.)_ UND RGROUND DRAINS (PER /a sm 500 West Fulton Street Sanford, Florida 32771. P. O. Box 2808 Sanford, Florida 32772-2808 Phone 407 322-6841 Fax 407 330-0639 Certificate of Authorization No. AA26000926 2008 Engineers Sume yors Architects Planners Landscape Architects Environmental Scientists Construction Management Desigul Build clvl� DRAWINGS).\ A103) scale: 1 1/2"=1'-0" W - DOW SPOUT CONNECT 70 UND RGROUND DRAINS (PER CIVI DRAWINGS). U 0 DOW SPOUT CONNECT TO �j UND .RGROUND DRAINS (PER `F _ CIVIL DRAWINGS). A103 cel I c!� ^1 \-- D( WNSPOUT CONNECT TO UI DERCROUND DRAINS (PER CI IL DRAWINGS). Li w -DOW SPOUT CONNECT TO UNDERGROUND DRAINS (PER CIVIL DRAWINGS). DOW SPOUT CONNECT TO UNDERGROUND DRAINS (PER CIVIL DRAWINGS). NOTE: 1. REFERENCE ROOF PLAN & ELEVATION DRAWINGS FOR DOWNPOUf LENGTHS AND LOCATIONS. 2. USE (12) POP RIVETS AT EACH DOWNSPOUT SPLICE AND DOWNSPUT TO GUTTER SPLICE. FASTENING SCHEDULE: PLACE TOP STRAP V-0 FROM BOTTOM OF GUTTER & BOTTOM STRAP V-0 FROM BASE OF PANEL PLACE REMAINDER OF STRAPS AT EQUAL INTERVALS. W/ EAVE N0, OF HEIGHT OF 24' STRAPS REQ'D. 4 (9 UPPER HALF OF METAL BUIDLING 4 © MASONRY BASE 8" METAL BUILDING GIRT i WALL PANEL DOWNSPOUT STRAP!POP MINAL 6"X6" WNSPOUT AT HIGH RIB I RIVETS (3 REQ'D.) /> GUTTER a@ METAL FRAMING scale; 1 1/2"='l)-0)' MASONRY WALL TO 12'H 5� A103 DOWNSPOUT v GUTTER MASONRY WALL Scale: 1 1/2"=1'-0" 24 GA. STANDING SEAM CALVALUME ROOF BY METAL BUILDING SUPPLIER VINYL FACED BATT INSULATION; R-19 RAKE ANGLE (FIELD ATTACH) 26 GA, V -RIB METAL SIDING BY METAL BUILDING SUPPLIER ATTACHED AT 12" CNTRS. RAKE TRIM BY METAL BUILDING SUPPLIER ATTACHED AT 12" CNTRS, O.S. CLOSURE VINYL FACED BATF INSULATION; R-13 RAKE DETAIL (TYP.) 6 A103 scale: 1 1/2"=1'-0" �z X L� z 0 <t Q _ATION RIDGE o `� — O Q --=-- - 41 CRICKEf —�{;/ N C7 1 U RTU 1 1 1 � 1 z , I I I 1 I Q m -----------------A _I o ca C'7 CO o "J U N a N / NEW ROOFING SYSTEM: T.P.O. HEAT WELDED MEMBRANE OVER 3" THICK POLYISOCYANURATE INSULATION OVER EXISTING GYPSUM DECK OVER EXISITNG P.E. BAR JOISTS �Fz 0 0 PITCH 1/4": 1' -0 - OVERFLOW SCUPPER 12"W X 6"H 12"W x 6"11 SCUPPER OPENING W/ CONDUCTOR HEAD & 6" x 6" DOWNSPOUT 'TO UNDERGROUND DRAINS 35-4" 50'-0" TOP OF PARAPET CO ± 12'-2" TOP OF PARAPET -'\ DnM: IDI A I\1 0 ±19'-0" A.F.F. scale: 1/a"=1'-0" E 8"X8" GUTTER MINIMUM WITH G" X 6" MINUMUM DOWNSPOUT (9 EACH BAY TYPICAL CONNECT TO UNDERGROUND DRAINS (PER CIVIL DRAWINGS). Lu 0 Lu �*1 DOWNSPOUT CONNECT TO UNDERGROUND DRAINS (PER CIVIL DRAWINGS). 12'-9" TOP OF PARAP T ©t 12'-2" CIO cn 12"W x 6"H SCUPPER OPENING W/ O CONDUCTOR HEAD & 6" x 6" DOWNSPOUT CONNECT TO UNDERGROUND DRAINS (PER CIVIL DRAWINGS). OVERFLOW SCIJ/PPER 12' I X 6"H I 1 RTU ff ✓ DOWNSPOUT TO LOWER ROOF I 1,11 4_. r ------------- i og t 1 I Ic 1 I O RTU 1 1 . 1 1 � 1 1 1 I 1 1 = t 1 c1 INSULATION RIDGE 4O N 13' --------- CRICKET)r= -- TYPICAL) I I I I -� RTU I 1 i � I 1 = 4__________ __J H IF Y RTI) l""1 EF ,., SPOUT TO LOWER ROOF T TO LOWER ROOF OVERFLOW SCUPPER CU 12"W X 6"H a, t 12"W x 6"H SCUPPER OPENING W/ 0 CONDUCTOR HEAD & 6" x 6" DOWNSPOUT CONNECT TO r DOWNSPOUT CONNECT TO UNDERGROUND DRAINS (PER CIVIL " CIVIL DRAWINGS). 0 DRAWINGS). SYo� Q w F 12'-9" TOP OF PARAP T CO ± 12'-2" I 6" RGROUND CONNECTION SYSTEM, REFER CTION IN TO STORM WATER SYSTEM _NT LINE IN CIVIL DRAWINGS. SPLASH BLOCK DETAIL scale: 1 1/2"=1'-0" 85'-2" RAKE EDGE PITCH 1:12 PITCH 1:12 PITCH 1:12 PI TCH 1:12 rx ROOF SYSTEM: PRE-ENGINEERED METAL BUILDING WITH 24 GA. CALVALUME PITCH 1:12 PITCH 1:12 PITCH 1:12 PITCH 1:12 STANDING SEAM METAL ROOF RAKE EDGE PITCH 1:12 PITCH 1:12 PITCH 1:12 PITCH 1:12 ROOF PLAN KEYNOTES: 1. O DESIGNATES INCHES OF TAPERED POLYISOCYANURATE INSULATION ABOVE EXISTING ROOF DECK 2. REFER TO MEP FOR RTU TYPES AND LOCATIONS 3. MIN. SLOPE OF TAPERED INSULATION IS 1/4" : V-0" TYPICAL. i T VINYL FACED BAFF 24 GA. STANDING SEAM CALVALUME ROOF BY MEFAL BUILDING SUPPLIER CUTTER STRAP BY METAL BUILDING MANUFAC. 8" X 8" MINIMUM HEAVY DUTY S FEEL GUTTER BY METAL BUILDING MANUFACTURER 6" X 6" MINIMUM HEAVY DUTY S FEEL PRE -FINISHED DOWNSPUU f BY ME FAL BUILDING MANUFACTURER (CONNECT TO UNDERGROUND DRAINS PER CIVIL) 26 GA. V -RIB METAL SIDING BY METAL BUILDING SUPPLIER (hl INSULATION; R-13 w `T ✓ 8" GIRT BY METAL BUILDING —� MANUFACTURER �DOWISPOUF CONNEC( To METAL BUILDING GUTTER (TYP.)_ UND RGROUND DRAINS (PER /a sm 500 West Fulton Street Sanford, Florida 32771. P. O. Box 2808 Sanford, Florida 32772-2808 Phone 407 322-6841 Fax 407 330-0639 Certificate of Authorization No. AA26000926 2008 Engineers Sume yors Architects Planners Landscape Architects Environmental Scientists Construction Management Desigul Build clvl� DRAWINGS).\ A103) scale: 1 1/2"=1'-0" W - DOW SPOUT CONNECT 70 UND RGROUND DRAINS (PER CIVI DRAWINGS). U 0 DOW SPOUT CONNECT TO �j UND .RGROUND DRAINS (PER `F _ CIVIL DRAWINGS). A103 cel I c!� ^1 \-- D( WNSPOUT CONNECT TO UI DERCROUND DRAINS (PER CI IL DRAWINGS). Li w -DOW SPOUT CONNECT TO UNDERGROUND DRAINS (PER CIVIL DRAWINGS). DOW SPOUT CONNECT TO UNDERGROUND DRAINS (PER CIVIL DRAWINGS). NOTE: 1. REFERENCE ROOF PLAN & ELEVATION DRAWINGS FOR DOWNPOUf LENGTHS AND LOCATIONS. 2. USE (12) POP RIVETS AT EACH DOWNSPOUT SPLICE AND DOWNSPUT TO GUTTER SPLICE. FASTENING SCHEDULE: PLACE TOP STRAP V-0 FROM BOTTOM OF GUTTER & BOTTOM STRAP V-0 FROM BASE OF PANEL PLACE REMAINDER OF STRAPS AT EQUAL INTERVALS. W/ EAVE N0, OF HEIGHT OF 24' STRAPS REQ'D. 4 (9 UPPER HALF OF METAL BUIDLING 4 © MASONRY BASE 8" METAL BUILDING GIRT i WALL PANEL DOWNSPOUT STRAP!POP MINAL 6"X6" WNSPOUT AT HIGH RIB I RIVETS (3 REQ'D.) /> GUTTER a@ METAL FRAMING scale; 1 1/2"='l)-0)' MASONRY WALL TO 12'H 5� A103 DOWNSPOUT v GUTTER MASONRY WALL Scale: 1 1/2"=1'-0" 24 GA. STANDING SEAM CALVALUME ROOF BY METAL BUILDING SUPPLIER VINYL FACED BATT INSULATION; R-19 RAKE ANGLE (FIELD ATTACH) 26 GA, V -RIB METAL SIDING BY METAL BUILDING SUPPLIER ATTACHED AT 12" CNTRS. RAKE TRIM BY METAL BUILDING SUPPLIER ATTACHED AT 12" CNTRS, O.S. CLOSURE VINYL FACED BATF INSULATION; R-13 RAKE DETAIL (TYP.) 6 A103 scale: 1 1/2"=1'-0" �z X L� z 0 u 4- 4- 0 Q � 0 z r N C7 1 1 l;-1 JJJ Z J ¢' Q m o ca C'7 CO o "J v N N u 4- 4- 0 0 z r N C7 1 1 l;-1 JJJ Z J ¢' Q m o ca C'7 CO o "J N L 7, a) z }— Q W W Z C 0�_ w a 0 ILL 06 ZZ10� 0 z U) to LL. j 00 W a- >, V ®F_ LL 00�� Sheet No. TC Ii 1 _� ivvrc i n eLcvH i lulu scale: 1/8 = 1'-0" EAVE HEIGHT" %.0 V V 1 1 1 I—h— b-. v/\ t t v t • scale: F D A301 C B 02 A 10 02 10 05 10 Ol 10 OG 10 08 --- TOP OF BLOCK c _ _'EllFV "Inn'.m ®------ FINISHED FLOOK A201 6 U4 EAST ELEVATION _ ELEV. 124'•0" EAv VE HEIGHT T� E P VB OCK --�-ELEV.1429" iar� — FINISHED FLOOR scale: 1/8" = "1'-0" 05 10 02 06 10 01 A301 <m 10 08 1 0 z N� .N� r O O J d L)" - r (y) _ M � W Q o wi1t w w Q m 0 Vr o 7 C7 o L: -0 CU 7C) 0 7 o ai Q Z 0 N O D U 0� Q u) u- MEN N so IN No am On MENEM 1MMmMMMIMMMMMMm MEN 111111111 E�==�mms INE MEN MEMEN milli IN oil 11 MEMO Now SEEM 0 MMMMIMMMMMMM 0 ISM ME 0 OEM IN ON IN IMMENSENESS 0 MM In ONE SEMEN ME m so M ON M MIMMEMM MEMO MEMO ENE IMMEME --- TOP OF BLOCK c _ _'EllFV "Inn'.m ®------ FINISHED FLOOK A201 6 U4 EAST ELEVATION _ ELEV. 124'•0" EAv VE HEIGHT T� E P VB OCK --�-ELEV.1429" iar� — FINISHED FLOOR scale: 1/8" = "1'-0" 05 10 02 06 10 01 A301 <m 10 08 scale: 1/8" = 1'-0" 13 TO BEAM (EXISTING) TOP OF JOIST (EXISTING) 03 ® O FIN. FLR. (EXISTING) .Ei FY_1L2_0" EAVE HEIGHT (EXISTING) EXISTING) NG) ELE.V,:LI2'_Q7 _•._ TOP OF BLOCK _ELEV> ff_- L-- FINISHED FLOOK MATERIALS LEGEND Ol > RIDGE COVER; REFER TO METAL BUILDING MANUFACTURER DRAWINGS FOR DETAILS, <a> METAL ROOF CONSTRUCTION : 24 CA, GALVALUME SrANDINC SEAM ROOF PANEL SYSTEMS REFER TO METAL BUILDING MANUFACTURER FOR DETAILS. U3 EXISTING EXTERIOR WALL CONSTRUCTION: PAINT EXISFING 8"X8°X16" CONCRETE BLOCK WALLS THROUGHOUT. <0:4> NEW EXTERIOR WALL: 12' NEIGH r REINFORCED 8"X8°X16" SCORE CONCRETE BLOCK. RAKE ALL MORTAR JOINTS 3/8"' TYPICAL. p5 METAL BUILDING CONSTRUCTION: ALL COMPONEN rS, STEEL COLUMNS, BEAMS, ACCESSORIES AND DETAILS SHOWN ON DRAWINGS ARE TO BE FURNISHED BY THE METAL BUILDING ENVELOPE MANUFACTURER AS PARF OF A COMPLETE, INFECRATED SYSTEM WHICH IS STRUCTURALLY SOUND AND ENVIRONMENTALLY WEATHER FIGHT. ALL SPACING AND SIZES SHALL TO BE DETERMINED BY METAL ENVELOPE BUILDING SYSTEM ENGINEER. <16> NOMINAL 8"X8"X20 GA (LARGE CAPACITY) PRE -FINISHED GUTTER. 07 T-0" HF. X S-0" WIDE X 16 GA. INSULATED H/M "D" SERIES EXTERIOR DOOR, US RAKE TRIM; REFER TO METAL BUILDINC MANUFACTURER FOR DETAILS. <Q> ALUMINUM SCUPPER W/RAINLEADER & 6"X6" PRE -FINISHED DOWNSPOUT. lU U"X6" PRE -FINISHED DOWNSPOUT BY METAL BUILDING MANUFACTURER. 11 > ALUMINUM WINDOW FRAME W/1/4" TEMPERED FIXED GLAZING (SEE SCHEDULE ON A601). <a> NEW ALUMINUM FLASHING. <Q> REPAIR & REPAINT SOFFIT AND IN -FILL PANELS AS NECESSARY. 1h NEW 9' X 3' WINDOW; IMPACT RESISTANT CLASS IN ALUMINUM FRAME (SEE SCHEDULE ON A601), <a> EXISTING ALUMINUM SFOREFRONr FRAMING W/ CLASS. <Z> REPLACE GLASS & DAMAGED STOREFRONT FRAMING WHERE REQUIRED; TO MATCH EXISTING. 0 500 WestFulton Street Swiford, Floridti 3277:1. P. O. Bot 2808 Sanford Florida 32772-2808 Phone 407 322-6841 Fax 407330-0639 Certificate of Authorization No. AA26000926 © 2008 Engineers Surveyors Architects Planners Landscape Architects nvironinent(l Scientists LUnstrllctioil Management UeSlail��illtlll m I � 1 0 z N� .N� r O O J d L)" - r (y) _ M � W Q o wi1t w w Q m 0 Vr o 7 C7 o L: -0 CU 7C) 0 7 o ai Q Z 0 N O D U 0� Q u) u- N so IN No am On MENEM 1MMmMMMIMMMMMMm scale: 1/8" = 1'-0" 13 TO BEAM (EXISTING) TOP OF JOIST (EXISTING) 03 ® O FIN. FLR. (EXISTING) .Ei FY_1L2_0" EAVE HEIGHT (EXISTING) EXISTING) NG) ELE.V,:LI2'_Q7 _•._ TOP OF BLOCK _ELEV> ff_- L-- FINISHED FLOOK MATERIALS LEGEND Ol > RIDGE COVER; REFER TO METAL BUILDING MANUFACTURER DRAWINGS FOR DETAILS, <a> METAL ROOF CONSTRUCTION : 24 CA, GALVALUME SrANDINC SEAM ROOF PANEL SYSTEMS REFER TO METAL BUILDING MANUFACTURER FOR DETAILS. U3 EXISTING EXTERIOR WALL CONSTRUCTION: PAINT EXISFING 8"X8°X16" CONCRETE BLOCK WALLS THROUGHOUT. <0:4> NEW EXTERIOR WALL: 12' NEIGH r REINFORCED 8"X8°X16" SCORE CONCRETE BLOCK. RAKE ALL MORTAR JOINTS 3/8"' TYPICAL. p5 METAL BUILDING CONSTRUCTION: ALL COMPONEN rS, STEEL COLUMNS, BEAMS, ACCESSORIES AND DETAILS SHOWN ON DRAWINGS ARE TO BE FURNISHED BY THE METAL BUILDING ENVELOPE MANUFACTURER AS PARF OF A COMPLETE, INFECRATED SYSTEM WHICH IS STRUCTURALLY SOUND AND ENVIRONMENTALLY WEATHER FIGHT. ALL SPACING AND SIZES SHALL TO BE DETERMINED BY METAL ENVELOPE BUILDING SYSTEM ENGINEER. <16> NOMINAL 8"X8"X20 GA (LARGE CAPACITY) PRE -FINISHED GUTTER. 07 T-0" HF. X S-0" WIDE X 16 GA. INSULATED H/M "D" SERIES EXTERIOR DOOR, US RAKE TRIM; REFER TO METAL BUILDINC MANUFACTURER FOR DETAILS. <Q> ALUMINUM SCUPPER W/RAINLEADER & 6"X6" PRE -FINISHED DOWNSPOUT. lU U"X6" PRE -FINISHED DOWNSPOUT BY METAL BUILDING MANUFACTURER. 11 > ALUMINUM WINDOW FRAME W/1/4" TEMPERED FIXED GLAZING (SEE SCHEDULE ON A601). <a> NEW ALUMINUM FLASHING. <Q> REPAIR & REPAINT SOFFIT AND IN -FILL PANELS AS NECESSARY. 1h NEW 9' X 3' WINDOW; IMPACT RESISTANT CLASS IN ALUMINUM FRAME (SEE SCHEDULE ON A601), <a> EXISTING ALUMINUM SFOREFRONr FRAMING W/ CLASS. <Z> REPLACE GLASS & DAMAGED STOREFRONT FRAMING WHERE REQUIRED; TO MATCH EXISTING. 0 500 WestFulton Street Swiford, Floridti 3277:1. P. O. Bot 2808 Sanford Florida 32772-2808 Phone 407 322-6841 Fax 407330-0639 Certificate of Authorization No. AA26000926 © 2008 Engineers Surveyors Architects Planners Landscape Architects nvironinent(l Scientists LUnstrllctioil Management UeSlail��illtlll m I � �,rig 0 1 0 z N� .N� r O O J d L)" - r (y) _ M � W Q o wi1t w w Q m 0 Vr o 7 �,rig 0 1 0 z N� .N� r z J d L)" - r (y) _ UL � W Q o wi1t i Q m 0 Vr o C7 o L: -0 CU 7C) 0 7 o ai Q Z 0 N O D U 0� Q u) u- Sheet No. 1 00 04 ■LL.�r < - r �- _ UL _. 0 wi1t i u Sheet No. 1 TOP ALUMINUM FLASHING OVER PRESSURE TREATED BLOCKING & FASCIA METAL STUD SUPPORT 2 1 EACH BAR JOIST A401 A401 - - NEW ROOF CONSTRUCTION I NEW r.P.O 45 MIL MEMBRANE OVER TAPERD ELE POLYISOCYANURATE INSULATION OVER EAI STING TOP BEAM I I DECK & PRE-ENGINEERED JOISTS. I I I I "i' o I I I I I I I � I I LOBBY I I 01 I I I I I IL WALL CONSTRUCTION / EXISTING ALUMINUM \ - - - - STOREFRONT & GLASS I 3 ICL w - - - A402 C --- - r- BUILDING ENVELOPE I o PRE-ENCINE�REMETAL I BUILDING W 1211 HEIGHTH MASONRY I BASE. MANUFACTURER TO PROVIDE I I COMPONENTS, IN' ULAFION AND TRIM. a I I I i_y 1141E roP of BLOCK FOP OF lolsT I NEW CEILING I- M1 I III I ` ` FLOOR CONSTRUCTION i `\`\ ACOUSTICAL DROPPED I I I I AAB GYMNASIUM 5" CONCRETE S & FOOTINGS OVER 10 MIL VA4OR BARRIER AND FIL 100 OR CEILING TILE3 AND GRID I I I o CONFERENCE I AS NOTED ON DRAWINGS I; I ROOM I NEW INTERIOR PARTITION - - EXISTING FLOOR CONSTRUCTION I MTL STUDS (9 16" O.C. W EXISTING SLAB AND / 5/8" GYPSUM EACH FAC FOOTINGS TO REMAIN - - SEE A101 FOR STUD SIZE 2 A40Z I � I I ---------- ]EXISTING NEW ADDITION I I NEW ROOF CONSTRUCTION I NEW T.P.O MEMBRANE OVER TAPERD I t 77! POLYISOCYANURATE INSULATION OVER EXISTING I DECK &PRF -ENGINEERED JOISTS Aaoz I I - I I O% OF BEAM I I b I I I I I NEW EXTERIOR WALL` I I INFILL WINDOW OPENINGS W/ STUCCO OVER DENS BOARD & I " METAL STUDS; GYP, ON INTERIOR I I NEW CEILING ACOUSTICAL DROPPED I PHYSICAL FITNESS CEILING TILES AND GRID ROOM I I 12 I EXISTING FLOOR CONSTRUCTION EXISTING SLAB AND FOOTINGS TO REMAIN I L z= I - I a= CORRIDOR z� 15 `9 1= w I _ C� 3 - - - - - - - A402 C --- - r- BUILDING ENVELOPE I PRE-ENCINE�REMETAL I BUILDING W 1211 HEIGHTH MASONRY I BASE. MANUFACTURER TO PROVIDE I I COMPONENTS, IN' ULAFION AND TRIM. a I ' I I I i_y 1141E roP of BLOCK FOP OF lolsT I- M1 I III ` - i FLOOR CONSTRUCTION i `\`\ / I I I AAB GYMNASIUM 5" CONCRETE S & FOOTINGS OVER 10 MIL VA4OR BARRIER AND FIL 100 OR \ AS NOTED ON DRAWINGS /�// FLOOR- rl/�ll/�T /'/'�l��l/\/ll�T l/\/ll�%lr'�/ll�/ll��, �///////ll/��l�lll/,l7Tr_•� BUILDING SECTION scene: I/8" = .I,_0„ —021 500 West Fulton Street Sanford, Florida 32771 P. O. Box 2808 Sanford, Florida 32772-2805 Phone. 407 322-6841 Fax 407 330-0639 Certificate of Authorization No. AA26000926 2008 Engineers Surveyors Architects Planners Landscape Architects Environtnental Scientists Construction .Mantigetnent Design/Build 0 0 1 J T I C! W cr) 0) A301 1 A302 2 a (0 Q J m ai O T I I -0 O INTERIOR PARTITION I I i t I 0 N O METAL FRAME WALL I I MEZZANINE FLOOR (�ONSTRUCTIONI ; ! I w v O '0 ai Z SEE A101 FOR `TUD SIZE I I CONCRETE OVER METAL DECK I ; I - w Q _� & SPACING. I OVER PRE -ENGINE RED I I O s U (6 p i BUILDING ENVELOPE 2 LAYERS 5/8" GYP. ON I = I STEEL BAR ❑ JOISTS SEE STRUCTU AL) I U Ca Q U)0 - PRE-ENGINEEREQ METAL ' GYM SIDE; l LAYER PAINTED \1 I ' I ' I BUILDING W1 12 HEIGH'I MASONRY BASE. MANUFACTURER 0 PROVIDE 5/8" GYP. MEZZ. SIDE. I\ I MEZZANINE I i I COMPONENTS, INSULATIK AND TRIM. - - - ----I` `-®70 OF BLOCK W ALUMINUM WINDOW I I _ I T -W/ IMPACT RESISTANT - ®- 111' z GLASS I 10 1/2" TOP OF MEZZ. I I l� - IF I , � I YI � � , I ` FLOOR CONSTRUCTION ;' `, a I GAME ROOM J I I �y 0 � ` GYMNASIUM- �, I 104 I I I ALUMINUM FRAME �1 5" CONCRETE SLAB & FOOTINGS `, 100 \ I `I I "' i I WINDOW WIFH 114' _ OVER 10 ML VAPOR BARRIER AND FILL ` / TEMPERED GLASS ® �' / AS NOTED ON STRUCTURAL DRAWINGS I 1 I U- FLEW 100'9" - — T 1 i r i r\ r r r r r < r�' \/ \ FINISHED FLOOR \ \ \ \�\` - \\\\\\i\\\\\ -/ .l / lel/f%r'�T INTERIOR BEARING WALL - - - - - - ` � � -' _ _ ~ � � 00 W 0 REINFORCED C.M.U. WALL ® LL m z 0z LL0 2 BUILDING SECTION Sheet No. A301Scale:1/8" = 1'-0" C a 0 0 1 J T I C! W cr) 0) A301 1 A302 2 a (0 Q J m ai O T I I -0 O INTERIOR PARTITION I I i t I 0 N O METAL FRAME WALL I I MEZZANINE FLOOR (�ONSTRUCTIONI ; ! I w v O '0 ai Z SEE A101 FOR `TUD SIZE I I CONCRETE OVER METAL DECK I ; I - w Q _� & SPACING. I OVER PRE -ENGINE RED I I O s U (6 p i BUILDING ENVELOPE 2 LAYERS 5/8" GYP. ON I = I STEEL BAR ❑ JOISTS SEE STRUCTU AL) I U Ca Q U)0 - PRE-ENGINEEREQ METAL ' GYM SIDE; l LAYER PAINTED \1 I ' I ' I BUILDING W1 12 HEIGH'I MASONRY BASE. MANUFACTURER 0 PROVIDE 5/8" GYP. MEZZ. SIDE. I\ I MEZZANINE I i I COMPONENTS, INSULATIK AND TRIM. - - - ----I` `-®70 OF BLOCK W ALUMINUM WINDOW I I _ I T -W/ IMPACT RESISTANT - ®- 111' z GLASS I 10 1/2" TOP OF MEZZ. I I l� - IF I , � I YI � � , I ` FLOOR CONSTRUCTION ;' `, a I GAME ROOM J I I �y 0 � ` GYMNASIUM- �, I 104 I I I ALUMINUM FRAME �1 5" CONCRETE SLAB & FOOTINGS `, 100 \ I `I I "' i I WINDOW WIFH 114' _ OVER 10 ML VAPOR BARRIER AND FILL ` / TEMPERED GLASS ® �' / AS NOTED ON STRUCTURAL DRAWINGS I 1 I U- FLEW 100'9" - — T 1 i r i r\ r r r r r < r�' \/ \ FINISHED FLOOR \ \ \ \�\` - \\\\\\i\\\\\ -/ .l / lel/f%r'�T INTERIOR BEARING WALL - - - - - - ` � � -' _ _ ~ � � 00 W 0 REINFORCED C.M.U. WALL ® LL m z 0z LL0 2 BUILDING SECTION Sheet No. A301Scale:1/8" = 1'-0" 3 A;U1 ENLARGED STAIR PLAN A501 SCALE. 1/2'=1'-0' ELEVATION: 4'•G" AFF � 1 LANDING ENLARGED SECTION © LANDING A501 SCALE: 1'=1'-0' 6', 3 ENLARGED STAIR SECTION ASO1 SCALE, 11' 101/2" AFF MEZZANINE DETAIL (0 TOP OF STAIR A501 SCALES 5 HANDRAIL DETAIL Q BOTTOM OF STAIR A501 SCALE, 1'=1'-0' 6 HANDRAIL_ DETAIL © LANDING A501 SCALES 1"=1'-0' >T —r6 ELEVATION: 4'•6"• AFF IV IAVYING CONC. FILL W/ WWF SET IN STEEL PAN AFF octal 500 West Fulton Street Sanford, Florida 32771 P. O. Box 2808 Sanford, Florida 32772-2806 Phone 407 322-6841 Fax 407 330-0639 Certificate of Authorization No. AA26OOO926 02006 Engineers Surveyors Architects F'lttrtrcers l.andsettt7e Archite'ctf3 Environmental `S'cie'ntists Cons tructiorl Ma nage. `nen t Design/ Build CQ ' co 1 u M Q c� a N C-! (Y LqQ rn 0 O U_ �Z T. � yam•– 0 W �SZ _- V � CQ ' co 1 i C N LU O �' Q 0 0 OF. 0 • -LL __ - - - 73 (10 V) .� rn • LL. LL 0 _.__. � ,,d Sheet No. i Z LU O �' Q OF. 0 • -LL __ - - - 73 (10 • LL. LL 0 _.__. � 0 LL 0 0 z (� U � � d) 0 0 � Q. U M ❑ U U Q 0 ❑ - Sheet No. i Z LU OF. 0 • -LL __ - - - • LL. LL 0 _.__. ■ LL 0 Sheet No. GENERAL CONDITIONS: FOUNDATION: EFFECTIVE WIND AREA WALL ZONES V-120 MPH, EXP. B, BUILDING CATAGORY I = 1.0 II, Cpi = +/- 0.18 1. FOUNDATION DESIGN BASED ON AN ASSUMED ALLOWABLE BEARING PRESSURE OF 16. A COPY OF THE "FIELD REFERENCE MANUAL" ACI SP -15 LATEST EDITION 1. THE FOLLOWING NOTES SHALL APPLY TO ALL STRUCTURAL DRAWINGS. -{-25.9/-28.1 2000 PSF TO BE CONFIRMED BY A LICENSED GEOTECHNICAL ENGINEER. -1-23.2/-25.4 SHALL BE KEPT BY THE CONTRACTOR ON SITE. 2. ALL DESIGN AND CONSTRUCTION SHALL BE BASED ON AND IN ACCORDANCE WITH THE 2. THE SITE SHALL BE PREPARED UNIFORM IN ACCORDANCE WITH 17. ONE COPY OF ALL THE CONCRETE TEST RESULTS SHALL BE SUBMITTED BY THE = FLORIDA BUILDING CODE 2004 AND ASCE 7-98. +25.9/-34.7 CIVIL DRAWINGS, SPECIFICATIONS, SOILS REPORT AND THE ALLOWABLE +23.2/-29.3 TESTING AGENCY DIRECTLY TO THE ENGINEER OF RECORD. +220/-26.9 _r BEARING PRESSURE. T 0 3. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS AND .. NOTIFY THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. FOR DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS, SEE THE ARCHITECTURAL DRAWINGS. 3. ALL EXCAVATIONS AND BUILDING PADS SHALL BE INSPECTED BY STRUCTURAL STEEL: o a� A QUALIFIED GEOTECHNICAL ENGINEER TO VERIFY THE DESIGN 4. IF MATERIAL QUANTIITIES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR ASSUMPTIONS AND REPORT ADVERSE CONDITIONS. 1. CONFORM TO AISC MANUAL OF STEEL CONSTRUCTION, NINTH EDITION, SPECIFICATIONS ARE NOT IN AGREEMENT WITH THESE NOTES, THE BETTER QUALITY Z AND/OR QUANTITY, STRENGTH OR NOTED SHALL BE PROVIDED. 4. WHERE FILL IS REQUIRED, IT SHALL BE PLACED IN ACCORDANCE 2. MATERIALS: z F- WITH INSTRUCTIONS OF A QUALIFIED GEOTECHNICAL ENGINEER Q ASTM A 992, FY=50 KSI IN GENERAL. 5. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE ERECTION < TO MAINTAIN DESIGN BEARING PRESSURE. 0 ASTM A 500, GRADE B, FY=46 KSI FOR STRUCTURAL TUBING. PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF THE STRUCTURE AND ITS I.I.. ASTM A 501, FY=36 KSI FOR PIPES. COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE 5. FOOTING ELEVATIONS GIVEN ARE FOR THE PURPOSE OF DESIGN. ASTM A 325, TYPE 1, FOR HIGH STRENGTH BOLTS. ADDITION OF TEMPORARY WHATEVER BRACING, GUYS, TIE -DOWNS OR SHORING MAY BE SOIL BELOW FOOTING NOT MEETING DESIGN BEARING PRESSURE ASTM A 307, GRADE A, ANCHOR BOLTS. NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF SHALL BE EXCAVATED TO A DEPTH OF VERIFIABLE DESIGN ASTM A 36, FY=36 KSI FOR PLATES, BARS, RODS, AND ANGLES. THE CONTRACTOR AFTER THE COMPLETION OF THE PROJECT. PRESSURE AND BACKFILLED PER SOIL REPORT RECOMMENDATIONS ASTM A 563, HEAVY HEX NUTS. TO LEVEL OF FOUNDATION BEARING. THIS SHALL BE APPROVED ASTM A 436, HARDENED STEEL WASHERS. 6. IT SHALL BE THE SOLE RESPONSIBILY OF THE CONTRACTOR FOR INITIATING, BY A QUALIFIED GEOTECHNICAL ENGINEER. MAINTAINING ANDSUPERVISING ALL SAFETY PROCEDURES . THE STRUCTURAL ENGINEER OF 3, THE DESIGN OF CONNECTIONS FOR ANY PORTION OF THE STRUCTURE RECORD IS NOT RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION OR FOR NOT INDICATED ON THE DRAWINGS SHALL BE DESIGNED BY THE RELATED SAFETY PROCEDURES. 6. ALL EXCAVATION SHALL BE KEPT DRY. EXCAVATE TO DEPTHS AND FABRICATOR AS FOLLOWS: DIMENSIONS INDICATED. TAKE EVERY PRECAUTION TO GUARD AGAINST 7. THE STRUCTURAL DRAWINGS ARE ONE DISCIPLINE OF THE CONTRACT DOCUMENTS ANY MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES, UTILITIES, A. STANDARD CONNECTIONS SHALL BE USED WHERE POSSIBLE. AND DO NOT BY THEMSELVES CONTAIN ALL THE INFORMATION PIPING, ETC. REQUIRED TO PROPERLY COMPLETE THE PROJECT STRUCTURE. THE B. ALL SHOP CONNECTIONS SHALL BE WELDED OR HIGH STRENGTH GENERAL CONTRACTOR SHALL REFER TO THE ARCHITECTURAL, PRE-ENGINEERED METAL 7. PROVIDE ANY BRACING OR SHORING NECESSARY TO AVOID SETTLEMENT BOLTED. FIELD CONNECTIONS SHALL BE HIGH STRENGTH BOLTED BUILDING, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS AND COORDINATE THE OR DISPLACEMENT OF EXISTING FOUNDATION OR STRUCTURES. WHERE POSSIBLE. INFORMATION INDICATED IN THESE CONSTRUCTION DOCUMENTS WITH THE STRUCTURAL 4" DIAMETER ASTM A-.525 TYPE 3 C. UNLESS NOTED, BOLTS SHALL BE 3 / DRAWINGS TO PROPERLY CONSTRUCT THE PROJECT, 8. BACKFILL AGAINST WALLS SHALL BE PLACED EVENLY EACH SIDE UNLESS SHORING "SNUG IS PROVIDED BY THE CONTRACTOR. SHORING SHALL BE THE SOLE RESPONSIBILTY N BEARING CONNECTIONS. BOLTS SHALL BE TIGHT." 8. ALL DETAILS, SECTIONS AND NOTES INDICATED ON THE CONSTRUCTION DOCUMENTS ARE OF THE CONTRACTOR AND SHALL REMAIN IN PLACE UNTIL STRUCTURAL D. PROVIDE THE MINIMUM NUMBER OF BOLTS REQUIRED TO DEVELOP INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS ELEMENT BRACING THE WALL ARE IN PLACE AND HAVE REACHED FULL DESIGN THE BEAM SHEAR "V" NOTED ON THE CONTRACT- DRAWINGS. IF THE OTHERWISE SHOWN. STRENGTH. BEAM SHEAR IS NOT NOTED, THE CONNECTIONS SHALL DEVELOP THE BEAM SHEAR V = W/2 WHERE W IS THE TOTAL ALLOWABLE BEAM 9. SPECIALTY ENGINEERED PRODUCTS UNIFORM LOAD BASED ON LATERALLY SUPPORTED SIMPLE SPAN MASONRY WALL CONSTRUCTION: A. ` CONTRAOROSPECIALSPONSIBLE TO COORDINATE PROPER SUBMISSION E IS RE TH P MOMENTS PER TABLES LOCATED IN THE AISC MANUAL OF STEEL ^GENERAL' ,THE „' CONSTRUCTION, 9th EDITION, BEAMS, PAGES 2-36 THRU 2-140. OF SHOP DRAWINGS F TY ENGINEERED PRODUCTS WHICH SHALL BE SIGNED AND - - 1, HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, SEALED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE WHERE THE PROJECT IS CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 4. MEMBERS SUPPORTING DECK AT THE PERIMETER OF THE BUILDING LOCATED. CONTRACTOR'S RESPONSIBILITY TO ASSURE THAT THE SPECIALTY ENGINEERED PSI (f'm = 1500 PSI). SHALL BE CONTINUOUS EXCEPT AT EXPANSION JOINT. BUTT WELD SHOP DRAWINGS ARE SUBMITTED IN A TIMELY MANNER SO AS TO ALLOW REVIEWS AND CONTINUOUS MEMBERS PLACED END TO END. RESUBMISSIONS AS REQUIRED. ALL SPECIALTY ENGINEERED PRODUCTS SHALL BE 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270. DESIGNED FOR THE APPROPRIATE GRAVITY LOADS AND WIND LOADS INCLUDING UPLIFT 5. STRUCTURAL STEEL SHALL RECEIVE ONE SHOP COAT OF RUST AND LATERAL LOADS. INTERIOR SPECIALTY PRODUCTS SHALL BE DESIGNED FOR 3. COARSE GROUT SHALL CONFORM TO ASTM 0476 WITH A MAX. AGGREGATE SIZE OF INHIBITIVE PRIMER UNLESS THE STEEL IS TO RECEIVE SPRAY ON LATERAL LOADS TO ASSURE STABILITY. SPECIALTY ENGINEERED PRODUCTS SHALL 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI. CEMENTITUOUS FIREPROOFING. SEE ARCHITECTURAL DRAWINGS. BE, BUT ARE NOT LIMITED TO, THE FOLLOWING: 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS. FILL ALL CELLS ALL EXPOSED STEEL SHALL BE HOT DIPPED GALVANIZED OR COATED WITH CONTAINING REINFORCING WITH COARSE GROUT. CORROSION INHIBITED PAINT. 1. PRE-ENGINEERED METAL BUILDING 2. HANDRAILS 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM 6, STEEL COLUMNS AND BASE PLATES SHALL HAVE MINIMUM 3" CONCRETE AND AT A MAXIMUM SPACING OF 8'-0", REINFORCEMENT SHALL BE PLACED IN THE COVER PROTECTION. 3. MISCELLANEOUS STEEL CENTER OF THE MASONRY CELL (TYPICAL) UNLESS OTHERWISE NOTED. SEE TYPICAL 10. DESIGN LOADS: GROUTING DETAILS FOR ADDITIONAL INFORMATION. A. DESIGN ROOF DEAD LOAD: 6. REINFORCING STEEL SHALL BE LAPPED MINIMUM 48 BAR DIAMETERS. METAL DECK: 1. SELF WT. OF PURLINS AND PANELS 7, HORIZONTAL WALL REINFORCING SHALL BE STANDARD LADDER TYPE DUR-O-WAL 2. 7.0 PSF COLLATERAL LOAD (9 GA.) HOT DIPPED GALVANIZED AT 16" O.C. (VERTICALLY) UNLESS SHOWN 1. STEEL ROOF DECK SHALL BE: OTHERWISE ON THE DRAWINGS. B. DESIGN ROOF LIVE LOAD: A. GALVANIZED AND GAGE AS SHOWN ON ROOF 1. 20 PSF PURLINS 8. SPLICED WIRE REINFORCEMENT SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT PLAN AS MANUFACTURED BY VULCRAFT/NUCOR OR APPROVED EQUAL. LEAST ONE CROSS WIRE OF EACH PIECE OF REINFORCEMENT WITHIN THE 6" LAP. 2. REDUCTIONS APPLIED PER TRIBUTARY AREA AS PERMITTED USE STANDARD 'T' AND 'L' SHAPED PIECES AT INTERSECTIONS AND CORNERS, B. MANUFACTURER SHALL BE A MEMBER OF THE STEEL DECK INSTITUTE. BY CODE. C. ROOF DECK MUST COMPLY WITH STEEL DECK INSTITUTE STANDARDS, ALL 9. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL ROOF DECK SHALL BE CONTINUOUS OVER A MINIMUM OF THREE SPANS. C. DESIGN FLOOR LIVE LOAD: NOT BE SLOPED MORE THAN ONE HORIZONTAL IN 'SIX VERTICALS. DOWELS SHALL BE 1. 250 PSF SLAB -ON -GRADE GROUTED INTO A CORE IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN 2. ALL ROOF DECK TO BE DESIGNED, MANUFACTURED, AND INSTALLED IN ADJACENT CELL TO THE VERTICAL WALL REINFORCEMENT. ACCORDANCE WITH LATEST FACTORY MUTUAL STANDARDS. D. DESIGN WIND LOAD: (IN ACCORDANCE WITH 2004 FBC SECTION 1609) 10. PROVIDE PRECAST CONCRETE LINTELS OVER ALL OPENINGS UNLESS NOTED OTHERWISE ON DRAWINGS. LINTELS SHALL BE OF SUFFICIENT SIZE AND 1, BASIC WIND SPEED (3 SECOND GUST): 110 MPH REINFORCEMENT FOR THE GIVEN SPANS AND LOADING CONDITIONS, SUBMIT SHOP 2. WIND IMPORTANCE FACTOR, I = 1.0 DRAWINGS WITH RATED LOAD CAPACITIES TO THE ARCHITECT FOR REVIEW, OPEN WEB STEEL JOISTS: 3. BUILDING CATEGORY: II 1. ALL JOISTS SHALL BE FABRICATED WITH STANDARD CAMBER AND 4. WIND EXPOSURE CATEGORY: B 11, PROVIDE A KNOCK -OUT BLOCK OR U -BLOCK REINFORCED WITH (1) #5 CONTINUOUS ERECTED IN ACCORDANCE WITH STEEL JOIST INSTITUTE, LATEST 5. COMPONENTS AND CLADDING WIND PRESSURE: AT THE SILL OF ALL WINDOW OPENINGS. EXTEND 16" BEYOND EACH SIDE OF THE REVISION. SEE WIND LOAD SCHEDULE THIS SHT. OPENING TYPICALLY. 2. K -SERIES STEEL JOISTS SHALL BE CONNECTED TO STEEL BY 1/8" 6. INTERNAL PRESSURE COEFFICIENTS +/- 0.18 WELD, 1-1/2" EACH SIDE or (2) 1/2" DIAMETER BOLTS. 3. EXTEND LOWER JOIST CHORD AT ALL COLUMNS PER OSHA REQUIREMENTS. 11. SHOP DRAWINGS: CONCRETE: EXTEND AFTER DEAD LOADS ARE APPLIED. A. THE CONTRACTOR SHALL SUBMIT, AS REQUIRED, PRINTS OF SHOP 1. CONCRETE MEMBERS TO HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS 4. HORIZONTAL BRIDGING SHALL BE AN ANGLE AT TOP AND BOTTOM, DRAWINGS FOR ALL FABRICATED MATERIALS TO ARCHITECT FOR AT 28 DAYS: DESIGNED FOR L/r=300 OR LESS (U.N.). REVIEW. REPRODUCTION OF CONTRACT DRAWINGS FOR SHOP DRAWINGS WILL NOT BE PERMITTED. A. FOUNDATIONS 3000 PSI 5. CROSS BRIDGING SHALL BE AN ANGLE DESIGNED FOR L/r=200 OR LESS UNLESS NOTED. B. REVIEW OF SHOP DRAWINGS BY THE ARCHITECT/ENGINEER DOES B. SLAB -ON -GRADE 3000 PSI 6. BOTTOM CHORD OF ROOF JOIST SHALL BE DESIGNED FOR NET UPLIFT NOT RELIEVE THE CONTRACTOR OF THE SOLE RESPONSIBILITY FOR OF 17 PSF. ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF 2. ALL CONCRETE SHALL BE READY MIX AND MEET THE FOLLOWING REQUIREMENTS: THOSE SHOP DRAWINGS,7. UNLESS NOTED K -SERIES STEEL JOIST SHALL HAVE 2 1/2" DEEP A. CONCRETE SLUMP SHALL BE 4 INCHES PLUS OR MINUS 1". BEARING. WHERE STEEL JOIST OR GIRDER SLOPE EXCEEDS 1/4" PER FT., PROVIDE SLOPED BEARING. C. SHOP DRAWINGS REQUIRING A SPECIAL ENGINEERING DESIGN BY B. CONCRETE SHALL HAVE 2 TO 4 PERCENT AIR ENTRAINMENT. THE FABRICATOR INCLUDING THE CURTAIN WALL GLAZING SYSTEM 8. ALL JOIST SHALL RECEIVE A COAT OF RUST INHIBITIVE PRIMER. FINISH SHALL BE STAMPED BY A PROFESSIONAL ENGINEER OF RECORD IN C. ALL CONCRETE TO HAVE MAXIMUM WATER/CEMENT RATIO OF 0.58. JOIST PER ARCHITECT. THE STATE OF THE PROJECT LOCATION BEFORE SUBMITTING FOR REVIEW g JOIST FABRICATOR SHALL HAVE A SPECIALTY ENGINEER REGISTERED 1N BY THE ARCHITECT/ENGINEER. THESE DRAWINGS SHALL BE AVAILABLE AT 3. CONCRETE MIX SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301 , THE STATE OF FLORIDA ,SIGN AND SEAL ALL STEEL JOIST; SHOP- DRAWINGS: THE JOB SITE DURING TIMES OF OBSERVATIONS. THESE SHOP SHALL CONTAIN STATEMENT, CERTIFYING -THAT,. CHAPTER 3, METHOD 1 OR METHOD 3. CONTRACTOR SHALL SUBMIT BACKUP DATA PER ,DRAWINGS _A STEEL JOISTS CAN SAFELY RESIST THE WIND UPLIFT FORCES AS NOTED.. CHAPTER 5 SECTION 5.3 OF ACI 318 LATEST EDITION. ,THE 12. THE FOLLOWING SHOP DRAWINGS SHALL BE SUBMITTED: 10. STEEL JOISTS SHALL BE DESIGNED, FABRICATED AND ERECTED TO THE 4. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET SYEEL REQUIREMENTS OF THE SPECIFICATIONS OF THE STEEL JOIST INSTITUTE A. CONCRETE MIX DESIGNS CONFORMING TO ASTM A-615 GRADE 60. SUBMIT ALL REINFORCING STEEL FOR SERIES K JOISTS. B. CONCRETE REINFORCING STEEL AND WELDED WIRE FABRIC SUBMIT ALL SHOP DRAWINGS FOR APPROVAL PRIOR TO ANY FABRICATION. 11. MANUFACTURER SHALL BE A MEMBER OF THE STEEL JOIST INSTITUTE. PROVIDE BRIDGING IN ACCORDANCE WITH SJI STANDARDS UNLESS NOTED 5. CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY OTHERWISE ON THE DRAWINGS. C. PRE-ENGINEERED METAL BUILDING. ACI SPECIFICATIONS. D. STEEL OPEN WEB JOISTS AND METAL DECK. 6. WELDED WIRE FABRIC SHALL CONFORM WITH ASTM A 185. WELDED WIRE FABRIC SHALL BE LAPPED AT LEAST 12 INCHES UNLESS NOTED OTHERWISE. E. CONCRETE MASONRY UNIT SUBMITTALS AND OTHER MASONRY ACCESSORIES 7, LAP ALL BARS MINIMUM 48 DIAMETERS UNLESS OTHERWISE NOTED COLD FORMED METAL FRAMING (METAL STUDS AND JOISTS): 13. PRE-ENGINEERED ITEMS SHALL BE SUBMITTED SIGNED AND SEALED BY A ON DRAWINGS. 1. DESIGN, FABRICATIONS AND ERECTION SHALL CONFORM TO AISI SPECIALITY ENGINEER REGISTERED IN THE STATE OF FLORIDA. 8. PROVIDE ACI STANDARD HOOKS UNLESS NOTED OTHERWISE ON DRAWINGS. "SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS", LATEST EDITION. ALL METAL STUDS SHALL 9. ALL CONCRETE WORK SHALL CONFORM TO ACI 318 LATEST EDITION BE GALVANIZED. "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE STRUCTURES", AND ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS." 2. ALL 43 MIL AND 33 MIL STUDS, JOISTS, TRACK, BRIDGING, END CLOSURES AND ACCESSORIES SHALL BE FORMED FROM STEEL THAT 10. ALL CONCRETE DETAILS SHALL CONFORM TO ACI 315 LATEST EDITION CORRESPONDS TO THE REQUIREMENTS OF AISI "SPECIFICATION FOR "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS" WITH A UNLESS NOTED OTHERWISE ON THE DRAWINGS. MINIMUM YIELD OF 33,000 PSI (U.N.O.). 11. CONTRACTOR SHALL REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR 3. ALL MATERIAL AND ACCESSORIES SHALL BE FORMED FROM STEEL LOCATIONS AND SIZES OF SLEEVES, OPENINGS, EMBEDDED ITEMS, SLAB RECESSES, HAVING A G-60 GALVANIZED COATING, MEETING ASTM A 653. SLOPES, ECT. THESE ITEMS SHALL BE COORDINATED WITH OTHER TRADES AND INSTALLED PRIOR TO CONCRETE PLACEMENT. 4. UNLESS NOTED, ALL SCREWS OR PINS SHALL BE NON CORROSIVE NO. 8-18 (D=.125") OR LARGER (DO NOT USE STAINLESS STEEL OR 12, CONTRACTOR SHALL VERIFY ANCHOR BOLT SIZES AND LOCATIONS PRIOR TO CONCRETE COPPER COATED FASTENERS). PLACEMENT. 5. UNLESS NOTED, TRACKS SHALL BE SAME DEPTH AS STUDS OR JOISTS 13. BAR LENGTHS PROVIDED ON DRAWINGS DO NOT INCLUDE HOOK LENGTH. HOOKS SHALL BE AND EQUAL OR THICKER GAUGE THAN STUDS OR JOISTS. TRACKS PROVIDED AT TOP BARS AT BEAM ENDS AND SLAB EDGES. SHALL BE CONNECTED TO SUPPORTS AT, 16" MAX. STUDS OR JOISTS SHALL BE CONNECTED TO TRACKS AT EACH SIDE. 14. CONTRACTOR SHALL PROVIDE CHAIRS, BOLSTERS, SPACERS, ECT. AS REQUIRED TO SECURELY SUPPORT REINFORCEMENT. SUPPORT ITEMS ON EXPOSED CONCRETE SHALL BE PLASTIC 6. THE QUANTITY OF STUDS AND JOISTS DISPLACED OR CUT FOR OPENING SUPPORT REINFORCEMENT. TIPPED OR STAINLESS STEEL. IN HIGHLY CORROSIVE SHALL BE PLACED HALF ON EACH SIDE OF OPENING PER METAL STUD ENVIRONMENTS, SUPPORT ITEM SHALL BE PLASTIC. HEADER SCHEDULE ON TYPICAL DETAIL SHEET. 15. CONSTRUCTION JOINTS IN STRUCTURAL SLABS AND BEAMS SHALL BE AT MID -SPAN AND KEY JOINTED WITH REINFORCING CONTINUOUS ACROSS JOINT AND ADDITIONAL SHEAR FRICTION REINFORCING. CONSTRUCTION JOINT LOCATIONS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COMPONENT AND CLADDING WIND PRESSURES `tom EFFECTIVE WIND AREA WALL ZONES V-120 MPH, EXP. B, BUILDING CATAGORY I = 1.0 II, Cpi = +/- 0.18 10 20 50 S 100 L11 -{-25.9/-28.1 +24.7/-26.9 -1-23.2/-25.4 izti O_ �° +22.0/-24.2 0 7) iD ©w 0 LL O = tj +25.9/-34.7 +24.7/-32.4 +23.2/-29.3 2 LL LL +220/-26.9 _r T 0 A 1. EDGE DISTANCE A = 9 FEET ELEVATION Structural Engineers P.O. Box 300190 Fern Park, Florida 32730 Phone: 407 677 7949 Fox: 407 677 0084 CERTIFICATE OF AUTHORIZATION NO. 26850 mail Stutrorcl, L-'loricltt 32777 Ir. O. t30x 2805 Suttfurtl, I'loricict 32772-2505 Pliotte 407 322-6841 Fctx 4073,30-0639 Cei'lificate of tluthwizatiutl No. 11112600926 2005 Ettgiueers Surveyors Arclti tects Plattrters Lamiscupe Amldtects Ertvirururteutctl Scientists Colts tructiott MatlCtgerrtei'tt Design/ L3ttilcl MI �m `tom w z z m Q - co c� z S S L11 CO o 2< t - izti O_ �° Q) 0 7) iD ©w 0 LL O = z Ir 0 z J U 2 LL LL MI �m VA ON®® EME® L w z m c z S S l O CO o z 0 Q) 41 Ld 0 z = z z cn co w >_ 0 F .. 0a� LL VA ON®® EME® Sheet No. L w z m 2 z S S l O CO o z 41 Ld 0 z = z z cn co Sheet No. L w w S z 41 U Q zs 70 w >_ 0 F .. 0a� LL o-, o a� 7 c� v v Z U LL �.. z F- ® Q 0 U U < to 0 Sheet No. w w F' z U Q T� w >_ 0 F Z LL LL Z U LL �.. z F- ® Q V U ® � I.I.. z 0 Sheet No. CONTRACTOR SHALL FIELD VERIFY ALL SITE CONDITIONS, ELEVATIONS AND DIMENSIONS PRIOR TO FABRICATION AND CONSTRUCTION. REPORT ANY DISCREPANCIES BETWEEN CONSTRUCTION DRAWINGS AND FIELD VERIFIED SITE CONDITIONS AND DIMENSIONS TO THE ARCHITECT AND ENGINEER PRIOR TO FABRICATION AND CONSTRUCTION. EXISTING FOOTING TO REMAIN I -------------------y_--------------------------------------- --- -----_---------------------- ----- --- -- --- ------ -- r- --- --- --- ----- ------•----------- _s •------------------ I I I I I I I I I I I I I I L I I J -zJ - L ______________ I I `• !i I NEW OPENING ON I I EXI STING WALL, SEE j "I! NEW OPENING ON TYP. DETAIL ON S201 j EXISTING WALL, SEE / L. : I? /TYP. DETAIL ON S201 IIII IIII I IIII I I I#I NEW INFILL C.M.U. 'I SEE DETAIL ON S301�4�- 1flI EXISTING BUILDING IIII i Fir--- - --- --- --- --- ---- Ilu I I I I I I Ilrl I I I I I III I I I I IIII I I I I IIII I I 1 F� I i. I ,III I _ _ I NEW OPENING ON II ly EXISTING WALL, SEE ly � TYP. DE -FAIL ON 5201 "„II INEW / OP / ENING / /ON ARCHITECTURAL / I;;°I IIT EXISTING WALL, SEE FOR OP NTNGiz�” IIIII� TYP. DETAIL ON 3201 ////S 1 _/--ZL k��--- ------------------ - //%--- --- IIII � NEW OPENING ON '; I IIII EXISTING WALL, SEE I IIII I /TYP. Y_DETAIL ON 5201 ZI �_- L___.---_-_-.__-.--- -- Fill I �//� IIII IIII NEW INFILL C.M.U. IIII IIII SEE DETAIL ON S301 1FfI I I IIII III IIII I I I I I I I I I I I I I I 1 I I I I II / �- - - - - - --- --- --- -- --- --- --- --- -- --- --- -------"-- L---------------------------------------------------------------------- -- NEW INFILL C.M.U. SEE DETAIL ON S301 I II II I I II II I I II II I 11 1I1 I I ,I II II I I SEE DETAIL NEW INFILL U AIL O301/ II II II I � L ___ ___ ___ ___ ----- - `L- � iia_ ___ ___ ___C'"L ------ ----J. _------5 ___________________-.L._J_ J .li ----------------------------------------------------------------- ---------- _ _ EXISTING FOOTING TO REMAIN NEW FOUNDATION PLAN scale: 1/8)'= 1 '-0 1) RA'—I') NOTE: VERIFY ALL METAL BUILDING COLUMN REACTIONS W/ METAL BUILDING DRAWINGS PRIOR TO FABRICATION AND CONSTRUCTION. METAL BLDG. COLUMN REACTION SCHEDULE COLUMN MARK ANCHOR BOLTS Vdn (KIPS) H (KIPS) Vup (KIPS) MBC1 SEE NOTE 1 20.1 17.8 15.6 MBC2 SEE NOTE 1 5.2 3.0 2.1 MBC3 SEE NOTE 1 7.2 5.2 DEEP (6) #5 E.W. TOP AND BOT. � U = a LL NOTES: 1. SEE METAL BUILDING DRAWINGS FOR ANCHOR BOLT DIAMETERS AND ANCHOR BOLT PROJECTION LENGTH. A. 1" DIA. BOLTS SHALL HAVE 15" MIN. EMBED AND 3" HOOK. B. 3/4" DIA. BOLTS SHALL HAVE 12" MIN. EMBED AND 3" HOOK. C. 5/8" DIA. BOLTS SHALL HAVE 10" MIN. EMBED AND 3" HOOK. D. 1/2" DIA, BOLTS SHALL HAVE 8" MIN, EMBED AND 3" HOOK. 2, ANCHOR BOLTS SHALL BE A36 OR A307, 3. Vdn DENOTES DOWNWARD VERT. REACTION H DENOTES HORIZONTAL REACTION Vup DENOTES VERTICAL NET UPLIFT REACTION MASONRY WALT_ SCHEDULE MARK THICKNESS REINFORCING MW -1 8" CMU #5 @ 48" O.C. REINFORCEMENT MF45 4'-6" X 4'-6" X 24" DEEP (4) #5 E.W. TOP AND BOT. MASONRY WALL NOTES: 1, WALL SEGMENTS SHALL BE REINFORCED WITH 9 GA. GALVANIZED LATERAL REINFORCING @ 16" O.C. HORIZ. EXTEND REINFORCING 6" INTO POURED ELEMENTS AND AROUND ENCASED STEEL. 2. ADJACENT TO ANY EXTERIOR/INTERIOR WALL OPENING, PLACE 1 #5 VERTICAL IN CELL GROUTED SOLID, FULL HEIGHT. 3. ALL MASONRY REINFORCED CELLS SHALL BE FILLED WITH 3000 PSI GROUT MIX. NOTES: 1.) TOP OF SLAB = 0'-0". 0'-0" IS FOR REFERENCE ONLY. SEE CIVIL FOR NGVD ELEVATION, 2.) MFXX.XX INDICATES MONOLITHIC FOOTING -TYPE. SEE SCHED. THIS SHT, 3.) ALL WALLS ARE MW -1 U.N.O, SEE PLAN AND SCHEDULE THIS SHEET. PROVIDE (1) ADD'L #5 VERT. AT EACH SIDE OF OPENINGS, CORNERS AND INTERSECTIONS. PROVIDE LADDER TYPE HORIZ. REINF AT 16" O.C. PER STRUCTURAL NOTES. 4.) SEE ARCH FOR DIMENSIONS NOT SHOWN. 5.) SEE ARCH AND MECH FOR ALL SLEEVES, PIPES, INSERTS AND EMBEDDED ITEMS. 6.) SEE ARCH AND MECH FOR SLOPES AND RECESSES. 7.) C.J. DENOTES SLAB CONTROL JOINT. SEE TYP. DETAILS ON SHT. S201 8.) ® DENOTES CMU WALL JOINT. SEE TYP. DETAILS ON SHT. S201 9.) T.E. DENOTES THICKENED EDGE, SEE SECTIONS. •10.) MBC# DENOTES METAL BUILDING COLUMN BASE TYPE. SEE THIS SHEET FOR SCHED. INDICATING COLUMN ANCHOR BOLTS AND DESIGN REACTIONS. 11.) O DENOTES (1) #5 X 15'-0" LG. HAIRPIN B� DENOTES (1) #5 X 10'-0" LG. HAIRPIN Structural Engineers P.O. Box 300190 Fern Park, Florida 32730 Phone: 407 677 7949 Fax: 407 677 0084 CERTIFICATE OF AUTHORIZATION NO. 26850 EEhj 500 West Fultvu Street Sarrfvrrl, .Flvriilu 32771 P. v. Vux 2803 Swiforcl,-[=lvridcc 32772-2808 Plrorze 407 322-6841 Fax 407 330-0639 Certificate of Autleorizutiou No. AA26000926 (<] 2oas Eng inecr5 Surveyors Architects Ylcrrurers Lawlse(t pe Archi techs F'rrvir•oi.tmerrtal Scientists Corestructiorz M LL rmge m err t Desi&rr/Guild FOOTING SCHEDULE MARK DIMENSIONS Q Z C: REINFORCEMENT MF45 4'-6" X 4'-6" X 24" DEEP (4) #5 E.W. TOP AND BOT. TZ z Cow co MF70 7'-0" X 7'-0" X 24 DEEP (6) #5 E.W. TOP AND BOT. � U = a LL M1"15.2 4 1'-6" X 24" DEEP X CONT. (3) #5 CONT. (1) TOP &. (2) BOT. MF20.12 2'-0"XCONT.X12" MONO. (2) #5 CONT. v > a Q�LL o NOTES: 1.) TOP OF SLAB = 0'-0". 0'-0" IS FOR REFERENCE ONLY. SEE CIVIL FOR NGVD ELEVATION, 2.) MFXX.XX INDICATES MONOLITHIC FOOTING -TYPE. SEE SCHED. THIS SHT, 3.) ALL WALLS ARE MW -1 U.N.O, SEE PLAN AND SCHEDULE THIS SHEET. PROVIDE (1) ADD'L #5 VERT. AT EACH SIDE OF OPENINGS, CORNERS AND INTERSECTIONS. PROVIDE LADDER TYPE HORIZ. REINF AT 16" O.C. PER STRUCTURAL NOTES. 4.) SEE ARCH FOR DIMENSIONS NOT SHOWN. 5.) SEE ARCH AND MECH FOR ALL SLEEVES, PIPES, INSERTS AND EMBEDDED ITEMS. 6.) SEE ARCH AND MECH FOR SLOPES AND RECESSES. 7.) C.J. DENOTES SLAB CONTROL JOINT. SEE TYP. DETAILS ON SHT. S201 8.) ® DENOTES CMU WALL JOINT. SEE TYP. DETAILS ON SHT. S201 9.) T.E. DENOTES THICKENED EDGE, SEE SECTIONS. •10.) MBC# DENOTES METAL BUILDING COLUMN BASE TYPE. SEE THIS SHEET FOR SCHED. INDICATING COLUMN ANCHOR BOLTS AND DESIGN REACTIONS. 11.) O DENOTES (1) #5 X 15'-0" LG. HAIRPIN B� DENOTES (1) #5 X 10'-0" LG. HAIRPIN Structural Engineers P.O. Box 300190 Fern Park, Florida 32730 Phone: 407 677 7949 Fax: 407 677 0084 CERTIFICATE OF AUTHORIZATION NO. 26850 EEhj 500 West Fultvu Street Sarrfvrrl, .Flvriilu 32771 P. v. 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I I I I I I I I I I I I I I I I I I 1 I I r______________________________I__J_)._.______________-___________________ i I I I I I / ♦ I I / ♦ I I I I I I / ♦ I I I I �/ ♦� I I I /' � ♦ I I I II /' ♦♦ I I I / ♦ I I I i `♦ I I I ' `♦ I I 1 I 1 I I I I / ♦ I REINF. EXIST. — I JOISTS PER DETAILS ON SHEET S501. I I ♦ I I I/ ♦ I \ I � I I I I I I I \ I I I I I 1 EXISTING 81-12 JOISTS AT 5'-0" 0.0 w FIELD VERIFY > — } --4� --I-- I I I II j r- ------------------------------- L------� I I II I I I I II I I I I I I I I I I 285{ ll--------- ------------------ I JI D / I REINF. EXIST. — — I JOISTS PER DETAILS I ON SHEET '501. I ---------------------------------- I I I I ♦, /' I I I I ♦♦ �' I I I ♦♦ /' I I I I ♦♦ ,� I 1 1 I ♦♦ ,� I I I ♦♦ � I L____..______________.__ --- -_____---________-_-----------------------__---__1 I I EXISTING BUILDING REINF. EXIST. — ---- —/ JOISTS PER DETAILS ON SHEET S501. PA' n" I j I I I I I I I I I I I I I I I I L___________________________________________ ---- -_-_.___________________-______________________________-_- EZZANINE FRAMING 1 EXIST. ROOF PIAN scale: 'I /d"=1 '-0" MEZZANINE FRAMING NOTES: 1.) TOP OF SLAB = 11'-10". 11'-10" IS FOR REFERENCE ONLY. SEE CIVIL FOR NGVD ELEVATION. VERIFY TOP OF SLAB W/ ARCH. PRIOR TO CONSTRUCTION. 2.) OPEN WEB STEEL JOISTS SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE SPECIFICATION OF THE STEEL JOIST INSTITUTE. BOTTOM ®® CHORDS FOR K SERIES JOISTS SHALL BE ANGLES OR TEES. SEE STRUCTURAL NOTES FOR BRIDGING REQUIREMENTS. JOISTS SHALL BE CENTERED ON COLUMNS AND EQUALLY SPACED A MAXIMUM OF 2'-0" O.C. MAX. U.N.O. 3.) FLOOR SLAB IS 4" CONCRETE TOPPING ON 0.6C26 METAL FORM DECK (4 1/2" TOTAL THICKNESS), SLAB SHALL BE REINFORCED WITH ONE LAYER OF 6X6 — W2.9XW2.9 WWF. METAL DECK SHALL HAVE THE MINIMUM PROPERTIES: 1 = 0.015 IN /FT S = 0.043 IN /FT ATTACH DECK TO SUPPORTS WITH 5/8" PUDDLE WELDS WITH WELDING WASHERS USING A 30/4 PATTERN AND AT 6" O.C. AT DECK EDGE. FASTEN SIDE LAPS WITH (1) #12 TEK SCREW BETWEEN EACH SUPPORT. 4.) JOIST BRIDGING SHALL BE PER JOIST MANUFACTURER'S RECOMMENDATIONS. 5.) SEE ARCH FOR DIMENSIONS NOT SHOWN, 5.) SEE ARCH AND MECH FOR ALL SLEEVES, PIPES, INSERTS AND EMBEDDED ITEMS. 7.) SEE ARCH AND MECH FOR SLOPES AND RECESSES. r Structural Engineers P.O. Box 300190 Ferri Park, Florida 32730 Phone: 407 677 7949 Fax: 407 677 0084 CERTIFICATE OF AUTHORIZATION NO, 26850 500 lVestFulton Street Sanford, Florida 32771 P. O. box 2808 Semfurcl, t'lori(a 32772-2808 ,Phone 4.07322-6841 Fax 407 330-0639 Certificate of Authoriaatiruc No. AA -16000926 C) 2uus Erl `del rt e e rs Surveyors Architects Plctrrrlers Laruiscaye Architects L;rlviroruexerrtal Scietzl-zsts Coilstr-llctiorl Management .Gesig l/ F3►cild t� = w Lu Oz m Lu wz � z O ¢ _ Z r. r -q (j 1 J w b C-) LL ry 0Y 0 Lu < a J (, TaLL. BEENNEEM u ❑ I I I I I I IC]I t o I .- I C`I I f0 I CO I P1 I� 17 I z = z = z 0 U) m rn 0 m 0 0 W70 C: 0 q) > 0 Q) u ❑ I I I I I I IC]I t o I .- I C`I I f0 I CO I P1 I� 17 I z = z = z 0 U) m rn 0 m z 1 LL 0 r� V X W z ILL z z N N w ,0 w LL z <t C/) LL O 1® U w F - w L� 1— Z LL Q 0 U z ILILZ U) Sheet No. 0 W70 C: 0 q) > 0 0 z v U cn0 D C) - Q i z 1 LL 0 r� V X W z ILL z z N N w ,0 w LL z <t C/) LL O 1® U w F - w L� 1— Z LL Q 0 U z ILILZ U) Sheet No. 2'-0" SAW CUT CONTROL JOINT FILL SAW CUT W/ TO BE 1/4 THE SLAB THICKNESS FOOTING ( JOINT FILLER SHALL BE WITHIN 12 HOURS) 500 6Vesf'Fuftolt Street (SECOND POUR) WALL � Sanford, Flox 280 2777 o x x P. O. fSux 28US SEE PLAN T.O. FOOTING FOOTING 1'-6" LAP (TYP.) cy WWF SEE PLAN Sanford, Florida 2;2772-2blJS �� -CORNER BARS MATCH WWF z ( a ) I'{cone 4.07 322-6841 FTG. REINFORCING Fax 4v7 33v -v63_) \/ SIZE AND QUANTITY OF (SEE PLAN) \ \� \� \� 5EE PLAN (SEE TYP. SECT.) LARGER BAR IN `� o n rn W r t t — FOOTING, WALLS AND T.O. FOOTING w ' , , BEAMS J � x Certificate u �luthurizrrfion \ \ \\ s \\ \ \ \ \ \\ No. fltl' GUOOJ2G ©zoos hj o CORNER BAR(S) DETAILSAW CUT CONTROL JOINTS �� `/, / ErtgJiltcels 1'_O METAL OR PLASTIC KEY 3D T Surveyu!°s 3000 PSI CONC. \ \/ \ > FORMER NAILED TO BULKHEAD WOOD BULKHEAD Architects i FIRST POUR 1 FTG. DEPTH /\\ \ (REMOVE AFTER WWF SEE PLAN F = (SEE PLAN) PXcrrtrtcrs �\ ( ) / i / (REMOVE AFTER FIRST POUR) D (SEE ARCH) D.I.P. PIPE �j TRENCH 1 (SEE TYP. SECT.) FIRST POUR) ( ) Lctrtdsectpe Arc�hi tests n STEEL SLEEVE \\ \\\ �` �' x x EitUtYUJtI!'lelZtLZX SGIL'�rtttst'S t INTERSECTION BARS MATCH SIZE AND TYP. DEPRESSED SLAB C.,on.5t!-fiction QUATYP. FTG. ADJACENT TO TRENCH TYP. STEPPED FTG. BARNINITFOOTINY OF ARGER SECOND POUR ma Ntartctgerrr<rtt TYP. PIPE UNDER FTG. WALLS AND BEAMS — FIRST POUR w Design/ Guild INTERSECTION BAR DETAIL NOTE: TYPICAL BAR DETAILS SLAB CONSTRUCTION JOINT =w INSTALL BELOW UPPER LAYER CTR ON C� ORNER) OF SLAB REINFORCING � L \ z � Lu W z SEE NOTE ABOVE z 9 REINF, GROUTED g s z r— CELLS cj co �} SLAB EDGE < rj w (2)#4 X 6'-0" STOP POUR 1 1/2" BELOW TOP MATCH WALL (CTR ON CORNER) OF UNIT IF POUR IS STOPPED FOR VERT. REINF. - MORE THAN ONE HOUR. Y G SEE NOTE ABOVE PROVIDE 48 BAR LAY UP NEXT 4'-0" OF WALL m' ^ ' Y IIIiI�I''I DIA. LAP SPLICE AFTER LOWER SECTION IS POURED. VERTICAL REINFORCING BAR II,�fIIII �, S , 1 IN GROUTED CELL EACH SIDE , t� I I'I als STOP LIFT 1 1 /2" BELOW TOP RAKE JOINT & OF JOINT, REINFORCING TO �. 1 MAXIMUM HEIGHT OF POUR IS 24'-0" CAULK EA. SIDE MATCH TYP. WALL REINFORCEMENT m m 1 MAXIMUM HEIGHT OF LIFT IS 5'-0". WAIT 3 OF UNIT TO CREATE SHEAR KEY. .y. =nil niii= 1 NOTE TO 5 MINUTES AND CONSOLIDATE WITH NOTE it PROVIDE PREFAB. "L" PROVIDE PREFAB. °T" FLEXIBLE CABLE VIBRATOR. POUR FILL ALL BLOCK CELLSIYH a JOINT REINFORCING JOINT REINFORCING AT FILL ALL BLOCK CELLS II `I AT ALL CORNERS ALL INTERSECTIONS .... WITH 3000 P.S.I. !ill 1: SUCCEEDING LIFTS AFTER WAITING 15 TO 60 WITH 3000 P.S.I. iI SEE PLAN FOR ADD'L CONCRETE BELOW GRADE , ;;{� MINUTES. RECONSOLIDATE EACH LIFT BY CONCRETE BELOW GRADEnin SLAB REINF. l VIBRATING SEVERAL INCHED INTO THE 0 PRECEEDING LIFT. CONSOLIDATION OF A LIFT PREMOLDED DOWELS MATCH Inn s, AND PRECEEDING LIFT MAY BE PERFORMED DOWELS MATCH RUBBER INSERT WALL VERT.innn AT THE SAME TIME. WALL VERT. TYP. SLAB CORNER REINF. REINF. PROVIDEiii REINF. PROVIDELAPiniN:i MAXIMUM LIFT = 4'-U" 48 BAR DIA. LAP 4 R A NOTE: SPLICE innitininn:: it:GROUT TO CONFORM To ASTM SPLICEtti DISCONTINUE HORIZ ll C476. MAX. SIZE AGGREGATE = REINF. AT JOINT SLAB CONSTRUCTION CMU WALL SEE 3/8". SLUMP = 8" TO 10". DO NOT CMU WALL SEE GROUT TO CONFORM TO ASTM PLAN VIEW PARTIAL PLAN OR CONTROL JOINT PLAN NOTES —� 1 USE SAME MIX AS FOR TIE BEAMS. PLAN NOTES C476. MAX. SIZE AGGREGATE _ SEE TYPICAL DETAIL I!, 3/8". SLUMP 8" TO 10". DO NOT CMU WALL CONTROL J01NT DETAIL REINF, GROUTED CELL 1' >� USE SAME MIX AS FOR TIE BEAMS. 1 2" PREMOLDED ( PROVIDE 1 /2 X4 1 /2 MIN.nilili In nit: CONCRETE / ti CLEAN OUT AND INSPECTION HOLE. nin.CMU WALL CMU WALL COLUMN JOINT FILLER STANDARD ACI STANDARD ACI o NOTES h HOOK HOOK i I'' 'I.— SAW CUT BOND BEAMS, TIE BEAMS 1" DEEP TO CONTINUE WALL `n T FTGni T FTG CONTROL JOINT TO TOP OF WALL, O O 1'' l� DE SEE PLAN a SEE PLAN - a d . 4. ° ; ° 2•— CONTROL JOINT SPACING IS NOT TO EXCEED 25'-0" O.C. 4 4. IN WALL` WITH MORE THAN 25'-0" OF UNITERUPTEU EXTEND HORIZ. JOINT NOTE: DO NOT GROUT UNTIL MORTARNOTE: DO NOT GROUT UNTIL MORTAR MASONRY. REFER TO DWGS, FOR SPECIFIED LOCATIONS PROVIDE DOVETAIL— CONCRETE REINF. 6" INTO CONC. HAS SET SUFFICIENTLY TO WITHSTAND A HAS SET SUFFICIENTLY TO WITHSTAND AS NOTED THUS ANCHOR COLUMN COLUMN. THE PRESSURE FROM THE GROUT. THE PRESSURE FROM THE GROUT. WAIT NOT LESS THAN 24 HOURS. WAIT NOT LESS THAN 24 HOURS. 3,- CONTINUE ALL BOND BEAMS, TIE BEAMS REINF, THROUGH THE JOINT. PARTIAL PLAN PARTIAL PLAN (MASONRY LAID AFTER COLUMN) (MASONRY LAID BEFORE COLUMN) TYPICAL HIGH LIFT TYPICAL LOW LIFT TYPICAL STEEL COLUMN CMU GROUTING CMU GROUTING TYPICAL CMU WALT_ DETAILS ISOLATION JOINT N,T.S. N. T. S. (D Q) NEW PRECAST LINTEL W/ 8" MIN. B _ NEW PRECAST LINTEL W/ 8" MIN, - - 0 0 BEARING EACH END. INSTALL LINTEL BEARING EACH END. INSTALL LINTEL PRIOR TO REMOVING EXISTING CMU. S201 PRIOR TO REMOVING EXISTING CMU. '2O1 o ci NEW PRECAST LINTEL W/ 8" MIN. A r° BEARING EACH END, INSTALL LINTEL — a a a z PRIOR TO REMOVING EXISTING CMU. s2o� EXIST. 8" CMU WALL INTERIOR FACE OF EXIST. - 8" CMU WALL. z _ co o� .1 .... »,» » III ..... ......... ...;,_w iniffl— _ ' ,,.�... { it i i '.I I i ,,. , d L. ,,,,:., ::+ 11 .:,.. , »... ,... ,. ,. ,,, ... ,,,1 of ,..., II 4 _.. »,.......... L.,,,,,,»,,,,,, ,,,,,.: ..... J..i.,. i., ..L......,.. '''.',,. ! .., »,.,. ............. -. »»_ .,»,.,_...................,,....I ,i'.IFi.. I}.....II L..I IF,}.a 1... 1 „ ,,,,,,,,,,„,»»,.»»,»»».»,,,,»»,,,,,,..,, ..,......,,,. .. .. .,,. ., ,..,.., . ,,,......,...,x.u.. ..ill . i... .....L.. . „ »»,,,»»»,,,,,,,,,,,,,,,»,. ,.” .. i ...,....,,, .. ...,. ..... IEIE,,..1.1.,.1. i, a.l.a. „ »»»,,,.»,,,»,,,»,,,,,,,,,, , ,,,,,,, L.. REMOVE FACE SHELL A S . ,.....».-,, .. , . _.. III ,I I .I I ... ......,.. . ,. , IL.... .I I 1. 1..11. t I; 111. » ...... .. .:.... ,.,.., , .. » : "" „ ,»» »»,.... ........... ... .. ..................._ ..... ALL 11 .L... REMOVE M OVE FACE SHELL AS M,.,. EXIST. 8 CMU W ,a .,., M ,.,.» ,.,., .,,... .. �,- ,,, ..,,,»»».» »,,, ..............I , ,. r .....a.... IF1-.., 1 II,L,...,, ,1.,1,.1 . I ...1.1,1.. 1, IIII ..LI .... .. ....... .............. .,»,»» .,,..,,,..,,. ...}�nll,lbalal.e,.. ,....,.,. _.,,.T..,..f, ...I,L.e.CIo.. I ...........,,,. i.il,,i,..,l.,,..........a., . ,..,.. ,. .»..»»» ..3 ... ... .... .... , .....:.........x.. . , , »., .,:...........il.i.,l}il .. » ,»........................ 1,1, 1.. -.,..,. 0 PLACE 3000 PSI ............ . aa. we -r". „ ,,, ,,,,,..", .......IIF.. Ilf.el .,,er,,, 1. 1 »,,,,,,,,,, ,,,, ,,,,,. Ii,,...a,l.,, .... ,,., .......,., �: ..., F,..r., }1 k.. a..a,,. ., ,,, ..,.,...»..,,,,.,S..az.. ......, ....... ......... .,,,.,,..,,,.,.,,, ,,,, .,..... ,.....1.11,.,1 ii Iva.FIW,.l �..,,..,., .,.» .......I . . _ ,. .»,,,,,,,,,,,,,,, . ,..,lull,. TO PLACE 3000 , _...............», ,,..».. lil ,r, ,.. ., w. .. ..,. » »,. » y»»_»» ». III , .»»»........ . ........,:., lu ..Lc i , M, ,, a„ »»„» :: .� »»», ;. .....,.,,.. ...,...,. .....,».. : » ..... ... ... ....._r_ „ ...... ,»,-......... ...,...,,. ,.,,,.,.,......(.v... .. :.: , ... .. ...,,. Ili i.: .... ... ......... .. ..... ,»»» .,....,_. ........,o-1.,: .....,,,. ,....... ..._ ,: ». ...., .».., SLUMP 11 61 . .. ......: ..». ,., .., .. NMI ........, .....,... ..,.....1 , HIGH � L U M P � R O T intin { .. .I ....11.A ., .. ..�... ,..,.�, . .....»» _....».. ..:. ...... I p PSI _ 1 ,.l,:. ,, ......,, Iinn„.t.,., _., ,,,,, ,,,,,,,...., .. ,,,, ,..»»» ::».. ..... ,dile.. :, a .. ,,,,,,,,, 11 ...:.. a'o . ,.,,i ...., .. .o L T ,,. ..f......F. ! e,..,a.In , 11 ., , ,,,.., .. ,,,,,,,,,, ,,,,,», .»»,..innit..»» dl I:,. :.:... .a ,, ,,,,,,,,,» al IIII ,,,,.. 1 .,.,. 4 _ ,,,. 7r..GROUT 1 _G .,__„ u,, HIGH SLUMP .. ................. , , ,. F4' 111 i.. , ... . , 71, ,x,.,. 1 ... , , .,, j.l . a iMn 6 ,1 111 J j ” O ., ... ..»..inM,.. .:.. ...9.....1..,,,... ,,, »,,. ».....,,,itii :,...,IIII.,.al....• Iii , _ _,,, ..dl. o NEW PRECAST till tlI LI, -,L,..,»..»»».»..» NEW PRECAST CONCRETE LINTEL c� it I ul I i:.l dilr ', 1: . ..: '.,:;^ii;• .•". ,::. y,. Llae. sas :;;e ..11; .......,.:111 III a.,.;i PATCH JAMBS AS REQ D. FOR cn ,, L 1,, ,nv ,....,,,.. Imp ,..�,...,. ......; ... I,II� . rl,r!•1, ,.,,.,�:..� ..; ,:aa, _._ ., ,» nl : ,,,"� a 5 BOTTOM ca o CONCRETE LINTEL a> o - n r ,r 11, �... , , , a , a SMOOTH FINISH ,,1 ,.I 11 N , , / O 1}! I M �Y ° a lull intntIII1iil e' BOTTO /-( o _� z .. ii f — ..� E �y n € u!I Ila ' y' ',, �I lV Q) Q_ (6 Q N �o W/ (1) #5 w I}: (2) #5 VERTICALS EACH SIDE 11 o ro ni lu, OF OPENING. REMOVE FACEtti =in= =11 iiiiii SEE ARCH.al!ill SEE ARCH. U Q o hit 1141 ri SHELLS AS REQUIRED TO INSTALL " .: In t 14=_wntT=nnr ;';{�l ;;);;}11,1!1; II VERTICAL REINF. GROUT CELLSin 1 IR 11111 ECTIOiv (B SECTION C ;1!111, lltll„int: ni:innni !U SOLID. INSTALL REINF. PRIOR t! _ l,l !';I,r 4' 0" nnnMit, itintint ininnnnint X11 Illi€: TO REMOVING EXIST, CMU, MAX. '�'' 5201 {' MAX. S201 1I ``�,. 1 s! 111!1 '.'• 3/4"=1'-0" ! 3/4„=1'-0” inn IIII 1' 1 it "'innint 3in IIII 1 I' uj 12'—O" " ISL'! II i1 flnr �lll (IIII i F: r4!,1 nninint!NEW OPENING u Z �II I 11111: �`., MAX. initii,� III im NEW OPENING (1) #5 VERTICALS EACH SIDE w 5t ' A' i III II ,t 'II IIid ;Ji1 ;'I (1) #5 VERTICALS EACH SIDE11 ..Ili! ,, NEW OPENING , ,i ua. uI�' OF OPENING. REMOVE FACE ,111 �,,! inU!i Milan OF OPENING. REMOVE FACE r (,) „ SHELLS AS REQUIRED TO INSTALL SHELLS AS REQUIRED TO INSTALL J Ili!' VERTICAL REINF. GROUT CELLS "'II I�ll�� VERTICAL REINF. GROUT CELLS n IMP HiiNimit p,! IN SOLID. INSTALL REINF. PRIORnininn SOLID. INSTALL REINF. PRIOR �, -• III �. I I r, _ _ III„ TO REMOVING EXIST. CMU. J } it VIII. TO REMOVING EXIST. CMU. ititinnin it W itnnn:;Mi=µ tnnnnnnly't=it liti nitlin,!,;1 — P BS AS REQ'D. FOR III Ililil, „{I{l' I' PATCH JAMBS AS REQ D. FOR I, !11111 SMOOTH FINISH CH JA it i u1, u,11 SMOOTH FINISH NIS ;[ 1 �, ' 111111. ._ ; I. innVint I O.'A is REMOVE FACE n11it.itlflillll,l� ,, = (� (,� U. I 11111 SHELL AS REQ'D. , ..it .c1 EXIST. 8 CMU WALL "' LL —EXIST. ST. 8 �M U WALL ,Il ill 11111 TO PLACE 3000 PSI ininnin,I!l' HIGH SLUMP GROUT �If}1k:1 EXISTING FOUNDATIONLL LABHATOP OF EXIST. oo IIIhi!1!}' EXIST. 8" CMU WALL ---------------- ----- -------------- ----- n SLAB r PATC 71 i ri __ EXISTING FOUNDATION EXISTING FOUNDATION SMOOTH FINISH _ _ _ _ "a moi PATCH TOP OF EXIST. PATCH TOP OF EXIST. � UF21LL AND EPDXY 6" INTO 'I111u111I" SLAB AS REQ'D. FOR r� NEW PRECAST SLAB AS REQ'D. FOR EXISTING FOUNDATION. REMOVE "' "'' CONCRETE LINTEL SMOOTH FINISH FACE SHELL AS REQUIRED TO SMOOTH FINISH DRILL. W/ (1) #5 BOTTOM DRILL AND EPDXY 6" INTO ]��' DRILL AND EPDXY 6 INTO bbl® OL SEE ARCH. EXISTING FOUNDATION. REMOVE EXISTING FOUNDATION. REMOVE FACE SHELL AS REQUIRED TO FACE SHELL AS REQUIRED TOTHAM- (7 mT III. II I' ,Mf Mf `AMAI^ 1..w1'JC ,~...{.�. .,1 Al"Sheet N o . NEW OPENING INDRILL. DRILL. ,1!.1!111. SECTION rA_"� NEW OPENING IN Structural EngineersEXIST. INTERIOR CMU WALLNEW OPENING IN EXIST. EXTERIOR CMU WALL FernPParkox 3001rida 32730 5201 EXIST. INTERIOR CMU WALL Phone: 407 677 7949 Fax: 407 677 0084 CERTIFICATE OF AUTHORIZATION NO. 26850 S201 METAL BUILDING WAL SEE METAL BUILDING DRAWINGS. VERIFY CONNECTION OF WAL TO C.M.U. W/ METAL BLDG. DRAWINGS PRI TO CONSTRUCTION. DBL K.0 BLOCK W/( #5 CONT. TOP AND BOT. GROUT SOLID CMU WALL BEYOND SEE PLAN & PLAN NOTES 5'-0' #5 X1 AT 24" O.C. 1/2" PJF WWF (SEE PLAN) dL T C.M.U. WALL ++12'-0"o PAV'T SEE ViO VERIFY W/ ARCH CIVIL / MIL VAPOR W �\ BARRIER (TYP.) CMU WALL SEE PLAN & PLAN NOTES DOWELS MATCH ��—CMU VERT. REINF. PROVIDE 48 BAR DIA. LAP SPLICE WWF SEE PLAN T SLAB X x x SEE PLAN w J T Ld = z �10 MIL VAPOR o2 BARRIER (TYP.) • A2 MAX. ry J SEE SCHEDULE Q FOR FTG. REINF. ;) SEE SCHEDULE SECTION 1 3/4"=l —0 5301 Ld jo • IA2 MAX. \, \\ 1 SEE SCHEDULE SEE SCHEDULE FOR FTG. REINF. SECTION AT DOOR SECTION 2 S2.1 METAL BUILDING WALL 3/4"=1'-0" SEE METAL BUILDING DRAWINGS. VERIFY CONNECTION OF WALL TO C.M.U. W/ METAL BLDG. DRAWINGS PRIOR TO CONSTRUCTION. 4 DBL K.0 BLOCK W/(2) #5 CONT. TOP AND BOT. GROUT SOLID I dna � u #5 VERT. AT 24" O.C. EXISTING STEEL ----.,DRILL & EPDXY 12" BEAM, FIELD M.1_IN._ ILNJT_O_E=XVuiL IS_T_ .- - WALL ALL VERIFY -t r r� I ------------ -------------------- ------------- F __----________------------ + p L ry r- ri r� EXISTING STEEL/_ JOIST, FIELD VERIFY Zi r— r � ri F� SHORE EXIST. ROOF STRUCTURE—/ -r-- r UNTIL NEW PILASTER IS r, r CONSTRUCTED & HAS REACH r FULL DESIGN STRENGHT - r: rl i� ri r� r— r� NEW 8"x24" C.M.U. - - PILASTER REINF. W/ (3)#6 VERT. IN GROUTED CELLS DOWELS MATCHZi CMU VERT. REIN., F=� PROVIDE 48 BAR DIA. LAP SPLICE r' AND ACI HOOKS 7 7 ri r� ri Lr NEW CONC. FOOTING r1.___/ SEE PLAN ri rrrrF r � F-1 F - -I F r� J� X --XX X X SECTION 75/4"=V-0" 5.501 CMU WALL SEE PLAN & PLAN NOTES DOWELS MATCH —CMU VERT. REINF. PROVIDE 48 BAR DIA. LAP SPLICE WWF SEE PLAN _ 'rSLAB x x x SEE PLAN w D �� -7/7 cLd r z c3 V)Ld z Li `0 cy J SEE SCHEDULE 0 FOR FTG. REINF. ,SEE SCHEDULE X10 MIL VAPOR BARRIER (TYP.) A2 MAX. 1 SECTION 7 3/4"=1'-0" 5301 SEE PLAN iw ¢ T.O. SLAB � J w CMU WALL SEE PLAN & PLAN NOTES DOWELS MATCH CMU VERT". REINF. PROVIDE 48 BAR DIA. LAP SPLICE W W \ \/77 =z v v) '7 W03 Ur — METAL BUILDING WALL - SEE METAL BUILDING DRAWINGS. VERIFY CONNECTION OF WALL TO C.M.U. W/ METAL BLDG. DRAWINGS PRIOI TO CONSTRUCTION. DBL K.0 BLOCK W/(2 #5 CONT. TOP AND BOT. GROUT SOLID S301 CMU WALL SEE PLAN & PLAN NOTES T C.M.U. WALL DOWELS MATCH +12'-0" CMU VERT. REINF. VERIFY W/ ARCH PROVIDE 48 BAR DIA. LAP SPLICE NEW 3/8" PLATE ATTACH_ TO NEW PILASTER W/(2) 5/8"0 X 4 EMBED STAINLESS STEEL EXP. SEE SCHEDULE - 13OLTS FOR FTG. REINF. - EXISTING WALL FIELD VERIFY METAL BUILDING COLUMN SEE METAL BUILDING DRAWINGS. SEE METAL BLDG. COLUMN REACTION SCHEDULE ON SHEET S101 FOR A.B. SIZE AND EMBEDMENT. VERIFY A.B. SIZE W/ METAL BLDG. DRAWINGS. WWF (SEE PLAN) X x 0 cr m LL SEE SCHEDULE J W EXISTING FOOTING ~ FIELD VERIFY / SEE SCHEDULE SECTION 6 3/4"=1'-0" �01 X METAL BUILDING COLUMN SEE METAL BUILDING DRAWINGS. SEE METAL BLDG. COLUMN REACTION SCHEDULE ON SHEET S1.1 FOR A.B. SIZE AND EMBEDMENT, VERIFY A.B. SIZE W/ METAL BLDG. DRAWINGS. WWF (SEE PLAN) / Z-/ SEE SCHEDULE U FOR FTG. REINF. SEE SCHEDULE SECTION 8 3/4"=1'-0" �01 SEE PLAN w z 4 T.O. SLAB \\ #5 HAIRPIN SEE PLAN j\ 10 MIL VAPOR d2 MAX. BARRIER (TYP.) (4) 5/8"0 X 4" EMBED STAINLESS STEEL EXP. BOLTS Q 32" O.C. IN GROUTED CELLS. SHIM AS REQ'D BTW PLATE AND C.M.U. WALL I I „ 1 / I T/C.M.U. WALL II +12'-0" VERIFY W/ ARCH 3/4"x12"x16" _ STEEL PLA"(E 1� 1 /2" METAL BLDG. COLUMN BEYOND SEE PLAN SECTION rA__� 3/4"=1'—O" �01 METAL BUILDING COLUMN SEE METAL BUILDING DRAWINGS. SEE METAL BLDG. COLUMN REACTION SCHEDULE ON SHEET" S101 FOR A.B. SIZE AND EMBEDMENT. VERIFY A.B. SIZE W/ METAL BLDG. DRAWINGS. WWF (SEE PLAN) OL SEE PLAN w z T.O. SLAB X X X X X X X• X X X— �¢ �. \\ #5 HAIRPIN SEE PLAN \ 10 MIL VAPOR • j • • \�/Q2 MAX. BARRIER (TYP.) \ 1 rte) SEE SCHEDULE SECTION 3 3/4"=V—O" 5301 SEE PLAN w Q T.O. SLAB X X— cwn w \\ #5 HAIRPIN SEE PLAN 10 MIL VAPOR Q2 MAX. BARRIER (TYP.) 1 SEE SCHEDULE FOR FTG. REINF. METAL BUILDING WALL SEE METAL BUILDING DRAWINGS. VERIFY CONNECTION OF WALL TO C.M.U. W/ METAL BLDG. DRAWINGS PRIO TO CONSTRUCTION. DBL K.0 BLOCK W/(2 #5 CONT. TOP AND BOT. GROUT SOLID ,M.U. WALL FY W/ ARCH #5 VERT. AT 24" O.C. DRILL &_ EPDXY '12" MIN. INTO EXIST. WALL EXISTING WALL � FIELD VERIFY r=' F �� CONC .SLAB SEE PLAN r- �� r=; (2)#4 CONT. 1 TOP, 1 BOT. SEE PLAN X X X T.O. SLAB �74f A2 MAX. 10 MIL VAPOR EXISTING FOOTING 1'_0.. BARRIER (TYP.) FIELD VERIFY r i SECTION 4 3/4"=1'—O" �01 J WALL INFILL DDER TYPE AT 16" O.C. .ANCHORS 16" O.C. --INF.) TO I INFILL TO ALL. ACTOR SHALL STRUCTURE FILL WALL IS TYP. INFILL C.M.U. WALL DETAIL SCALE: N.T.S. FIELD VERIFY T.U. SLAB SLrucLural Engineers P.O. Box 300190 Fern Park, Florida 32730 Phone: 407 677 7949 Fax: 407 677 0084 CERTIFICATE OF AUIHORIZAIION NO. 26850 jh 500 [Nest Futturr Street Samford, Florida 32771 P. O. Bu:t 2808 Sanford, Florida 32772-280S .Phoite 407 322-6841 Fax 407 330-0639 C'ertificitte of Authurhutiun No. t1A26000926 c 2003 Engineers Survei fors Architects Plctimers (.,irrulsetipe flr'chitects Emu i-rornrieritit I Scientists Cortstructiorl McinLigeIneti t Uesi.vn/Builcl CMU WALL SEE iw .� PLAN & PLAN NOTES Z c� N w DOWELS MATCH #3 X 18" LG. AT O 0 Q 0 CMU VERT. REINF. U (, f Q U ❑ PROVIDE 48 BAR 18" O.C. DRILL & z t, DIA. LAP SPLICE EPDXY INTO EXIST. � >' �} U SLAB 7 (1) }t 70 4> W WWF SEE PLAN EXISTING SLAB WI o v FIELD VERIFY a� 0 aDU. Z SEE PLAN CO X >x J T.O. SLAB / 3 ii ryQry- LL MATCH EXIST. � 7) O Li __�_�/ -\- / LLO (n 1 10 MIL VAPOR BARRIER (TYP) SEE SCHEDULE u FOR FTG. REINF. 10 MIL VAPOR cf) LL t BARRIER (TYP.) SEE SCHEDULE Q ACI HOOK SECTION 75/4"=V-0" 5.501 CMU WALL SEE PLAN & PLAN NOTES DOWELS MATCH —CMU VERT. REINF. PROVIDE 48 BAR DIA. LAP SPLICE WWF SEE PLAN _ 'rSLAB x x x SEE PLAN w D �� -7/7 cLd r z c3 V)Ld z Li `0 cy J SEE SCHEDULE 0 FOR FTG. REINF. ,SEE SCHEDULE X10 MIL VAPOR BARRIER (TYP.) A2 MAX. 1 SECTION 7 3/4"=1'-0" 5301 SEE PLAN iw ¢ T.O. SLAB � J w CMU WALL SEE PLAN & PLAN NOTES DOWELS MATCH CMU VERT". REINF. PROVIDE 48 BAR DIA. LAP SPLICE W W \ \/77 =z v v) '7 W03 Ur — METAL BUILDING WALL - SEE METAL BUILDING DRAWINGS. VERIFY CONNECTION OF WALL TO C.M.U. W/ METAL BLDG. DRAWINGS PRIOI TO CONSTRUCTION. DBL K.0 BLOCK W/(2 #5 CONT. TOP AND BOT. GROUT SOLID S301 CMU WALL SEE PLAN & PLAN NOTES T C.M.U. WALL DOWELS MATCH +12'-0" CMU VERT. REINF. VERIFY W/ ARCH PROVIDE 48 BAR DIA. LAP SPLICE NEW 3/8" PLATE ATTACH_ TO NEW PILASTER W/(2) 5/8"0 X 4 EMBED STAINLESS STEEL EXP. SEE SCHEDULE - 13OLTS FOR FTG. REINF. - EXISTING WALL FIELD VERIFY METAL BUILDING COLUMN SEE METAL BUILDING DRAWINGS. SEE METAL BLDG. COLUMN REACTION SCHEDULE ON SHEET S101 FOR A.B. SIZE AND EMBEDMENT. VERIFY A.B. SIZE W/ METAL BLDG. DRAWINGS. WWF (SEE PLAN) X x 0 cr m LL SEE SCHEDULE J W EXISTING FOOTING ~ FIELD VERIFY / SEE SCHEDULE SECTION 6 3/4"=1'-0" �01 X METAL BUILDING COLUMN SEE METAL BUILDING DRAWINGS. SEE METAL BLDG. COLUMN REACTION SCHEDULE ON SHEET S1.1 FOR A.B. SIZE AND EMBEDMENT, VERIFY A.B. SIZE W/ METAL BLDG. DRAWINGS. WWF (SEE PLAN) / Z-/ SEE SCHEDULE U FOR FTG. REINF. SEE SCHEDULE SECTION 8 3/4"=1'-0" �01 SEE PLAN w z 4 T.O. SLAB \\ #5 HAIRPIN SEE PLAN j\ 10 MIL VAPOR d2 MAX. BARRIER (TYP.) (4) 5/8"0 X 4" EMBED STAINLESS STEEL EXP. BOLTS Q 32" O.C. IN GROUTED CELLS. SHIM AS REQ'D BTW PLATE AND C.M.U. WALL I I „ 1 / I T/C.M.U. WALL II +12'-0" VERIFY W/ ARCH 3/4"x12"x16" _ STEEL PLA"(E 1� 1 /2" METAL BLDG. COLUMN BEYOND SEE PLAN SECTION rA__� 3/4"=1'—O" �01 METAL BUILDING COLUMN SEE METAL BUILDING DRAWINGS. SEE METAL BLDG. COLUMN REACTION SCHEDULE ON SHEET" S101 FOR A.B. SIZE AND EMBEDMENT. VERIFY A.B. SIZE W/ METAL BLDG. DRAWINGS. WWF (SEE PLAN) OL SEE PLAN w z T.O. SLAB X X X X X X X• X X X— �¢ �. \\ #5 HAIRPIN SEE PLAN \ 10 MIL VAPOR • j • • \�/Q2 MAX. BARRIER (TYP.) \ 1 rte) SEE SCHEDULE SECTION 3 3/4"=V—O" 5301 SEE PLAN w Q T.O. SLAB X X— cwn w \\ #5 HAIRPIN SEE PLAN 10 MIL VAPOR Q2 MAX. BARRIER (TYP.) 1 SEE SCHEDULE FOR FTG. REINF. METAL BUILDING WALL SEE METAL BUILDING DRAWINGS. VERIFY CONNECTION OF WALL TO C.M.U. W/ METAL BLDG. DRAWINGS PRIO TO CONSTRUCTION. DBL K.0 BLOCK W/(2 #5 CONT. TOP AND BOT. GROUT SOLID ,M.U. WALL FY W/ ARCH #5 VERT. AT 24" O.C. DRILL &_ EPDXY '12" MIN. INTO EXIST. WALL EXISTING WALL � FIELD VERIFY r=' F �� CONC .SLAB SEE PLAN r- �� r=; (2)#4 CONT. 1 TOP, 1 BOT. SEE PLAN X X X T.O. SLAB �74f A2 MAX. 10 MIL VAPOR EXISTING FOOTING 1'_0.. BARRIER (TYP.) FIELD VERIFY r i SECTION 4 3/4"=1'—O" �01 J WALL INFILL DDER TYPE AT 16" O.C. .ANCHORS 16" O.C. --INF.) TO I INFILL TO ALL. ACTOR SHALL STRUCTURE FILL WALL IS TYP. INFILL C.M.U. WALL DETAIL SCALE: N.T.S. FIELD VERIFY T.U. SLAB SLrucLural Engineers P.O. Box 300190 Fern Park, Florida 32730 Phone: 407 677 7949 Fax: 407 677 0084 CERTIFICATE OF AUIHORIZAIION NO. 26850 jh 500 [Nest Futturr Street Samford, Florida 32771 P. O. Bu:t 2808 Sanford, Florida 32772-280S .Phoite 407 322-6841 Fax 407 330-0639 C'ertificitte of Authurhutiun No. t1A26000926 c 2003 Engineers Survei fors Architects Plctimers (.,irrulsetipe flr'chitects Emu i-rornrieritit I Scientists Cortstructiorl McinLigeIneti t Uesi.vn/Builcl rig W iw .� o z Z c� N w -., � O 0 Q 0 z o 1r, U (, f Q U ❑ LL -two z t, T 0- LL. [rl � rig W LuF— 0 Z N C7 a CV a Q � U U U z ? L (y) O � 0 W < m o >' �} U L 0 0 7 (1) }t 70 4> W Ll" Z0 WI o v 0 0- a� 0 aDU. Z rig Sheet No. 53011 W LuF— Z N C7 a CV a z (9 U U U z ? L (y) O � 0 W < m o >' 0 L 0 0 7 (1) }t 70 4> W Ll" Z0 `� o v 0 0- a� 0 aDU. Z ❑ CO U Q W ❑ 3 ii Sheet No. 53011 W LuF— z 0 U � 0 >' 0 F W W Ll" Z0 `� aDU. J cn ryQry- LL � 7) O 0 0 LLO cf) LL Q Sheet No. 53011 2 3/16 T C.M.U. WALL +12'-O" VERIFY W/ ARC _ T C.M.U. WALL +12'-0" VERIFY W/ AR, TL 3X3X1 /4" EA. SIDE (9 JST. GDR. ¢ L 2X2X1 /4" EA. SIDE @ K -JOIST 0 NOTE: WHERE DISTANCE FROM PANEL POINT DOES NOT EXCEED 6" FOR JST. GIRDER OR 3" FOR K -JOIST, STRUC. IS NOT NEEDED. TYP. JST./JST. GIRDER CHORD SUPPORT FOR LOADS @ OTHER THAN PANEL POINT LOCATIONS METAL BUILDING WALL SEE METAL BUILDING DRAWINGS. L3X3X1/4XC0NT. ATTACHED W/ 5/8" DIA. X 4" EMBED EXP, BOLTS 0 32" O.C, IN GROUTED CELLS CONC. TOPPING AND METAL FLOOR DECK SEE PLAN T SLAB _ —x x SEE PLAN -STEEL JOIST SEE PLAN -7X7X3/8" EMBED PLATE W/(2) -5/8"O X 5" LG. H.S. AT JOISTS. SEE DETAIL A -A -DBL. K.0 BLOCK W/(2) #5 CONT. TOP AND BOT. GROUT SOLID CMU WALL SEE PLAN AND SCHEDULE SECTION 1 3/4"=1'-0" �01 .I F T_ i• DETAIL "A—A" METAL BUILDING WALL SEE METAL BUILDING DRAWINGS. L3X3X1/4XCONT. ATTACHED W/ 5/8" DIA. X 4" EMBED EXP. BOLTS U 32" O.C. IN GROUTED CELLS CONC, TOPPING AND METAL FLOOR DECK SEE PLAN . J, T/SLAB J `f- SEE PLAN 2 3/16 \\ -r/C.M.U. WALL 112-0 VERIFY W/ ARC SEE ARCH x x n J m TABLE SPAN L SIZE UP TO 4'-0" L3x3x3/16 4'-1" TO 6'-0" L4x3xl /4 (LLV) 6'-1" TO 8'-0" L5x3xl /4 (LLV) 8'-1" TO 10'-0" L6x4x5/16 (LLV) HVAC UNIT SUPPORT L6x4x5/16 (LLV) FOR SIZE AND LOCATION OF REQUIRED ROOF OPNG. SEE MECHANICAL DWGS. AND OR HVAC MANUFACTURER TYP. ROOF OPENING HVAC SUPPORT FMG. METAL BUILDING WALL SEE METAL BUILDING DRAWINGS. L3X3X1/4XCONT. ATTACHED W/ 5/8" DIA. X 4" EMBED EXP. BOLTS Q 32" O.C. IN GROUTED CELLS -CONC. TOPPING AND METAL FLOOR DECK SEE PLAN T SLAB SEE PLAN T C.M.U. WALL +12'-0" VERIFY W/ ARC STEEL JOIST SEE PLAN 7X7X3/8" EMBED PLATE W/(2) -5/8"O X 5" LG. H.S. AT JOISTS. SEE DETAIL A -A DBL. K.0 BLOCK W/(2) #5 CONT. TOP AND BOT. GROUT SOLID PRECAST LINTEL, SEE SCHEDULE THIS SHEET FOR LOAD BRG. WALL SUPPORT MEZZANINE SECTION 2 3/4"=1'-0" �01 18 GA. CONT. TRACK ATTACHED TO CMU W/(2) 0.177 P.A.F. AT 16" O.C. ATTACH EA. STUD TO TRACK W/ (1) METAL BUILDING WALL SEE METAL BUILDING DRAWINGS. L3X3X1/4XCONT. ATTACHED W/ 5/8" DIA. X 4" EMBED EXP. BOLTS @ .32" O.C. IN GROUTED CELLS CONC. TOPPING AND METAL FLOOR DECK SEE PLAN .J, T/SLAB -r SEE PLAN BRIDGING SEE PLAN -L2-1/2X2-1/2X1 /4" (2)-5/8"0 X 4" EMBED EXP. BOLTS - DBL. K.0 BLOCK W/(2) #5 CONT. TOP AND BOT. GROUT SOLID SECTION 3 3/4"=1'-0" �01 #10 TEK SCREW EA. SIDE 8"-20GA. METAL L3X3X1/4XCONT. ATTACHED W/ STUDS (9 24" O.C. 5/8" DIA, X 4" EMBED EXP. I I BOLTS © 32" O.C. IN GROUTED 8"-20CA. METAL— CELLS 2 STUDS Cgs 24" O.C. i i 3/16 CONC. TOPPING AND METAL FLOOR T C.M.U. WALL DECK SEE PLAN +12'-Q" T C.M.U. WALL VERIFY W/ ARCH T SLAB - +12'-0" VERIFY W/ ARC —X—X SEE PLAN x x 18 GA. CONT. TRACK ATTACHED TO CMU W/(2) 0.177 P.A.F. AT 16" O.C. ATTACH EA. STUD TO TRACK W/ (1) #10 TEK SCREW EA. SIDE -L3X3X1/4XCONT. ATTACHED W/ 5/8" DIA. X 4" EMBED EXP. BOLTS © 32" O.C. IN GROUTED CELLS -CONC. TOPPING AND METAL FLOOR DECK SEE PLAN T SLAB SEE PLAN VERT. REINF. SEE VERT. REINF. SEE 'IMi iii2 € FOUNDATION PLAN a FOUNDATION PLAN NOTES. t- ::...., (1) #5 CONT. ~ `€ Biu VIII 0 Q) NOTES. nl 'r u 0 c 0 0 El r~r V) w - (1) #5 CONT. -t c,i g l '-U-SHAPED r` PRECAST c 1 Wtumi CONCRETE LINTEL, --U-SHAPED PRECAST 2500 P.L.F. (1) #5 CONT. CONCRETE LINTEL, 2500 COMPOSITE -U-SHAPED CAPACITY. CLEAR OPENING — 6'-0" 18 GA. CONT. TRACK ATTACHED TO CMU W/(2) 0.177 P.A.F. AT 16" O.C. ATTACH EA. STUD TO TRACK W/ (1) #10 TEK SCREW EA. SIDE -L3X3X1/4XCONT. ATTACHED W/ 5/8" DIA. X 4" EMBED EXP. BOLTS © 32" O.C. IN GROUTED CELLS -CONC. TOPPING AND METAL FLOOR DECK SEE PLAN T SLAB SEE PLAN VERT. REINF. SEE 'IMi iii2 € (1) #5 CONT. a FOUNDATION PLAN J V) ::...., _ NOTES. ~ `€ Biu VIII (1) /E5 CONT. Q) NOTES. nl 'r u 0 c El r~r � J - < 0� J -t c,i g l (1) #5 CONT. tint V) Wtumi ---U-SHAPED PRECAST --U-SHAPED PRECAST CONCRETE LINTEL, 2500 (1) #5 CONT. CONCRETE LINTEL, 2500 P.L.F. COMPOSITE -U-SHAPED CAPACITY. CLEAR OPENING PRECAST CLEAR OPENING •'= 81-011 c.� CONCRETE LINTEL, z 2500 P.L.F. COMPOSITE CAPACITY. CLEAR OPENING 6'-0" 18 GA. CONT. TRACK ATTACHED TO CMU W/(2) 0.177 P.A.F. AT 16" O.C. ATTACH EA. STUD TO TRACK W/ (1) #10 TEK SCREW EA. SIDE -L3X3X1/4XCONT. ATTACHED W/ 5/8" DIA. X 4" EMBED EXP. BOLTS © 32" O.C. IN GROUTED CELLS -CONC. TOPPING AND METAL FLOOR DECK SEE PLAN T SLAB SEE PLAN NOTES: 1. SHORE PRECAST LINTEL PER MANUFACTURER RECOMMENDATIONS, 2. SEE THE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS. 3. PROVIDE 8" MINIMUM BEARING EACH END. LINTEL SCHEDULE FOR EXTERIOR NON—LOAD BEARING WALLS (1) #5 CONT. 'IMi iii2 € (1) #5 CONT. a i J V) ::...., VERT. REINF. SEE ~ `€ FOUNDATION PLAN o C11 Q) NOTES. nl 'r u L _j Lu r~r cv - < 0� J -t c,i g l (1) #5 CONT. (1) #5 CONT. ---U-SHAPED PRECAST --U-SHAPED PRECAST CONCRETE LINTEL, 2500 CONCRETE LINTEL, 2500 P.L.F. COMPOSITE P.L.F. COMPOSITE CAPACITY. CLEAR OPENING :"- 12'-0" NOTES: 1. SHORE PRECAST LINTEL PER MANUFACTURER RECOMMENDATIONS, 2. SEE THE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS. 3. PROVIDE 8" MINIMUM BEARING EACH END. LINTEL SCHEDULE FOR EXTERIOR NON—LOAD BEARING WALLS NOTES: 1, SHORE PRECAST LINTEL PER MANUFACTURER RECOMMENDATIONS, 2. SEE THE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS. 3. PROVIDE 8" MINIMUM BEARING EACH END. 11i VERT. REINF. SEE o ,? FOUNDATION PLAN NOTES. Z) 0 N " r7 `- I N a1'1I' (1) #5 CONT. ti -U-SHAPED PRECAST CONCRETE LINTEL, 2500 P.L.F. COMPOSITE CAPACITY. CLEAR OPENING = 18'-0" Tit 1.11i!� i1,�1 0 VERT. REINF. SEE V) FOUNDATION PLAN NOTES. 0 Nil! tq N �,G (1) #5 CONT. �U-SHAPED PRECAST CONCRETE LINTEL, 2500 P.L.F. COMPOSITE CAPACITY. CLEARI OPENING < = 121-011 LINTEL SCHEDULE FOR LOAD BEARING WALLS SUPPORTING MEZZANINE T C.M.U. WALL +12'- 0 VERIFY W/ ARCH HANDRAIL, SEE ARCH L3X3X1/4XCONT. ATTACHED W/ 5/8" DIA, X 4" EMBED EXP: BOLTS 0 32" O.C. IN GROUTED CELLS CONC. TOPPING AND METAL FLOOR DECK SEE PLAN . J, T/SLAB r SEE PLAN 500 West Fulton Streel Saiifurcl, Fluricla. 32771 Y. U. Box 2808 Sanford, Florida 32772-2808 Plcotte 407 322-6841 .Fax 407 330-0639 Certificate of Authorization No. Af126000926 2ow Engineers SLttveyot-s Architects Planners Latirdscape Architects Ertvironrn.etttal Scientists Constructiotz Allanagement Desigtt/.Stlild (1) #5 CONT. �w i J V) VERT. REINF: SEE \ �• ~ Z a FOUNDATION PLAN Q) �,� nl 'r NOTES. L _j Lu r~r U - < 0� J U i cel (1) #5 CONT. --U-SHAPED PRECAST CONCRETE LINTEL, 2500 _ P.L.F. COMPOSITE CAPACITY. CLEAR OPENING •'= 81-011 NOTES: 1, SHORE PRECAST LINTEL PER MANUFACTURER RECOMMENDATIONS, 2. SEE THE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS. 3. PROVIDE 8" MINIMUM BEARING EACH END. 11i VERT. REINF. SEE o ,? FOUNDATION PLAN NOTES. Z) 0 N " r7 `- I N a1'1I' (1) #5 CONT. ti -U-SHAPED PRECAST CONCRETE LINTEL, 2500 P.L.F. COMPOSITE CAPACITY. CLEAR OPENING = 18'-0" Tit 1.11i!� i1,�1 0 VERT. REINF. SEE V) FOUNDATION PLAN NOTES. 0 Nil! tq N �,G (1) #5 CONT. �U-SHAPED PRECAST CONCRETE LINTEL, 2500 P.L.F. COMPOSITE CAPACITY. CLEARI OPENING < = 121-011 LINTEL SCHEDULE FOR LOAD BEARING WALLS SUPPORTING MEZZANINE T C.M.U. WALL +12'- 0 VERIFY W/ ARCH HANDRAIL, SEE ARCH L3X3X1/4XCONT. ATTACHED W/ 5/8" DIA, X 4" EMBED EXP: BOLTS 0 32" O.C. IN GROUTED CELLS CONC. TOPPING AND METAL FLOOR DECK SEE PLAN . J, T/SLAB r SEE PLAN 500 West Fulton Streel Saiifurcl, Fluricla. 32771 Y. U. Box 2808 Sanford, Florida 32772-2808 Plcotte 407 322-6841 .Fax 407 330-0639 Certificate of Authorization No. Af126000926 2ow Engineers SLttveyot-s Architects Planners Latirdscape Architects Ertvironrn.etttal Scientists Constructiotz Allanagement Desigtt/.Stlild v � o Z � S Z T Z 0 o <0 = r r -r (0 j �w in m� zz \ �• 'u w J Z C7 o=Zm U V) LO a o) _j Lu r~r �UZ W < 0� J U x a. LL v � o Z � S Z T Z 0 o <0 = r r -r (0 j Ti IM, -BRIDGING SEE PLAN N11' 10 ilii BRIDGING �\ I SEE PLAN I w �. J Q _L2 -1/2X2 -1/2X1/4" EJOIST (2) 5/8 h X 4 SEE PLAN LAN EXP. BOLTS -Vill L2 -1/2X2 -1/2X1/4" �L O STEEL JOIST �III� � 7X7X3/8" EMBEDU�-- SEE PLAN PLATE W/(2)-5/8"4 EXP.(2)-5/8"0B 4" EMBED � � � DBL. K.0 BLOCK W/('2) 7X7X3/8" EMBED X 5" LG. H.S. AT EXP. BOLTS #5 CONcn T. TOP AND Bur. PLATE W/(2)-5/8"0 I" II3 JOISTS. SEE DETAIL A -A '! "Nit: _ GROUT SOLID iNit_ I DBL. K.0 BLOCK W 2 X 5" LC. H.S. AT I l /( ) DBL. K.0 BLOCK W/(2) UNIiiiiii JOISTS. SEE DETAIL A -A �_ #5 CONT. TOP AND BOT. #5 CONT. TOP AND BOT. O ------- GROUT ��.� � GROUT SOLID GROUT SOLID /��- � C� LL DBL. K.0 BLOCK W/(2) -----PRECAST LINTEL, SEE #5 CONT. TOP AND BOT. SEE ARCH SEE ARCH. PRECAST LINTEL, SEE GROUT SOLID SCHEDULE THIS SHEETa� (1)SCHEDULE THIS SHEET FOR LOAD BRG. WALL C) FOR LOAD BRG. WALL CMU WALL SEE PLAN SUPPORT MEZZANINE O SUPPORT MEZZANINE AND SCHEDULE U. z U) SECTION 3/4"=1'-0" �01 SECTION 5 3/4"=1'-0" �01 SECTION 6 3/4"=1'-0" 5401 SECTION 7 Structural Engineers P.O. Box 300190 Fern Park, Florida 32730 Phone: 407 677 7949 Fax: 407 677 0084 CERTIFICATE OF AUTHORIZATION NO. 26850 Sheet No. 7D 0 _ > Q z s v 0 0 V < (n Q ii Ti IM, -BRIDGING SEE PLAN N11' 10 ilii BRIDGING �\ I SEE PLAN I w �. J Q _L2 -1/2X2 -1/2X1/4" EJOIST (2) 5/8 h X 4 SEE PLAN LAN EXP. BOLTS -Vill L2 -1/2X2 -1/2X1/4" �L O STEEL JOIST �III� � 7X7X3/8" EMBEDU�-- SEE PLAN PLATE W/(2)-5/8"4 EXP.(2)-5/8"0B 4" EMBED � � � DBL. K.0 BLOCK W/('2) 7X7X3/8" EMBED X 5" LG. H.S. AT EXP. BOLTS #5 CONcn T. TOP AND Bur. PLATE W/(2)-5/8"0 I" II3 JOISTS. SEE DETAIL A -A '! "Nit: _ GROUT SOLID iNit_ I DBL. K.0 BLOCK W 2 X 5" LC. H.S. AT I l /( ) DBL. K.0 BLOCK W/(2) UNIiiiiii JOISTS. SEE DETAIL A -A �_ #5 CONT. TOP AND BOT. #5 CONT. TOP AND BOT. O ------- GROUT ��.� � GROUT SOLID GROUT SOLID /��- � C� LL DBL. K.0 BLOCK W/(2) -----PRECAST LINTEL, SEE #5 CONT. TOP AND BOT. SEE ARCH SEE ARCH. PRECAST LINTEL, SEE GROUT SOLID SCHEDULE THIS SHEETa� (1)SCHEDULE THIS SHEET FOR LOAD BRG. WALL C) FOR LOAD BRG. WALL CMU WALL SEE PLAN SUPPORT MEZZANINE O SUPPORT MEZZANINE AND SCHEDULE U. z U) SECTION 3/4"=1'-0" �01 SECTION 5 3/4"=1'-0" �01 SECTION 6 3/4"=1'-0" 5401 SECTION 7 Structural Engineers P.O. Box 300190 Fern Park, Florida 32730 Phone: 407 677 7949 Fax: 407 677 0084 CERTIFICATE OF AUTHORIZATION NO. 26850 Sheet No. NEW 2—L 1 1/4 x 1 1/4 x 3/1 WEB REINFORCEMENT ENTIRE LENGTH OF EXIST. JOIST. 3 5501 SECTION 2 NTS 5501 EXIST. BEAM SEE PLAN l NOTE: WHERE DISTANCE FROM RTU 3/1 `TYP LOAD TO JOIST PANEL POINT EXCEEDS 3", SEE DETAIL 4/S501 FOR ADDITIONAL REINFORCEMENT. 5/8"0 X 8'-0" LONG ROD EACH SIDE 70P AND BOTTOM CENTERED ABOUT JOIST MIDSPAN. A /—EXIST. DECK JOIST REINFORCEMENT FOR NEW RTU 1/4" STIFFENER I PLATES EA. SIDE LD AT ROD ENDS PLATE LENGTH = 3/16 SEAT LENGTH SECTION 3 NTS S501 SECTION 1 NTS S5U1 SSW /—EXIST. STEEL JOIST SEE PLAN. FIELD VERIFY NOTE: JOIST REINFORCEMENT SHALL BE IN PLACE PRIOR TO RTU PLACEMENT. NEEDED. TYPICAL JOIST CHORD SUPPORT FOR LOADS @ OTHER THAN PANEL POINT LOCATIONS DETAIL ---I- NTS 350"1 IOIST FROM EXCEED S NOT FOR SIZE AND LOCATION OF REQUIRED ROOF OPNG. VERIFY W/ MECHANICAL DWGS. AND OR HVAC L6X4X5/16 HVAC UNIT MANUFACTURER SUPPORT l 1/4 D— \J 'IDES, ;OPE 3" J TYP. m W SPAN L SIZE OPFOR G 000/16 —1/ 4 V) V) 6'—l" TO 8'—O" I I RTU L6x4x5/16 (LLV) HVAC UNIT SUPPORT W ¢ V U) L Qv r n k J J I TYP - SEE TABLE \-L6X4X5/16 HVAC UNIT SUPPORT TYP. ROOF OPENING HVAC SUPPORT FMG. DETAIL NTS TYP. TABLE SPAN L SIZE UP "rO 4'-0" 000/16 4'-1" TO 6'-0" L4x3xl/4 (LLV) 6'—l" TO 8'—O" L5x3xl/4 (LLV) 8'-1" TO 10'-0" L6x4x5/16 (LLV) HVAC UNIT SUPPORT 1-6x4x5/16 (LLV) HIGGENBOTHAM SLrucLura_1 Engineers P.O. Box 300190 Fern Park, Florida 32730 Phone: 407 677 7949 Fax: 407 677 0084 CERTIFICATE OF AUTHORIZATION NO. 26850 BR/ji 500 Nrest Fultoii Slreet S(inforcl, Florida 32771 Y. 0. Bu.v 2808 Sanford, Floridci 32772-2808 Phune 4107 322-6841 F(i.r 407 31,30-0639 Certificate of Authorization No. f1t126000926 (<) zoos E)iginee rs surveyors itrchll'ec h; ;PlmmerS Landscax)e Architects Environmental Scientists Construction Maritigement Design/L'aild ■mm ■m■ z z z z Lw r 0 cq <n F-- W c f� L U J L Qv r n f9 O in - w U- z Q O J QL✓J (i z W U - ■mm ■m■ L Izz , I- IN I- I d1 1 1<10 z = z z z z 2 z r 0 cq <n o L fD CD c 0 n o L Izz , I- IN I- I d1 1 1<10 z = z z z z 2 z r 0 cq <n o L fD CD C0 Q U n o 0 > 0 0 Z ❑ U U Q U) ❑ ° LL 101� iW cj) Z 0 U Q ® ~ W O Q D LL U), Q LL LL 0 Q to Sheet No. SPECIFICATIONS 1.0 BASIC MATERIAL AND METHODS 1.1 SCOPE OF WORK PROVIDE LABOR AND MATERIALS AS REQUIRED TO PROVIDE A FULLY FUNCTIONING AND COMPLETE SYSTEM AS INDICATED ON DRAWINGS, THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT, FINAL LOCATIONS OF EQUIPMENT SHALL BE FIELD DETERMINED. ALL DISCREPANCIES ON DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING PRIOR TO SUBMISSION OF BIDS, 1.2 GENERAL AND SPECIAL CONDITIONS ALL DIVISION 1 SPECIFICATIONS AND ARCHITECTURAL GENERAL AND SPECIAL CONDITIONS OUTLINED IN THE CONTRACT DOCUMENTS APPLY TO MECHANICAL SYSTEMS, ADDITIONALLY, WORK SHALL COMPLY WITH FLORIDA BUILDING CODE (2004 rev. 2005 & rev. 2005), ORDINANCES AND REGULATIONS OF THE LOCAL AUTHORITY HAVING JURISDICTION, NATIONAL FIRE PROTECTION ASSOCIATION, AND NATIONAL ELECTRICAL CODE, ALL EQUIPMENT SHALL CARRY THE UNDERWRITER'S LABORATORIES (UL) SEAL WHERE APPLICABLE, 1.3 QUALITY CONTROL UNLESS OTHERWISE NOTED, PROVIDE NEW MATERIALS FREE OF DEFECTS. WHERE NO SPECIFIC WEIGHTS OR GRADES ARE SPECIFIED PROVIDE MATERIALS OF AN ACCEPTED STANDARD WEIGHT AND GRADE ACCORDING TO CODE AND GOVERNING STANDARDS BY ASHRAE, SMACNA, NFPA, AND UL, INSTALL ALL EQUIPMENT, PIPING, DUCTWORK, AND CONTROLS IN ACCORDANCE WITH CODES, GOVERNING STANDARDS, AND MANUFACTURER'S RECOMMENDATIONS. FIRE PERFORMANCE CHARACTERISTICS OF INSTALLED MATERIALS SHALL BE RATED IN ACCORDANCE WITH ASTM E84. MAXIMUM FLAME SPREAD RATING SHALL BE 25 AND MAXIMUM SMOKE DEVELOPED RATING SHALL BE 50. SUPPLIED EQUIPMENT SHALL BE AS SCHEDULED OR OWNER APPROVED EQUAL IN QUALITY AND PERFORMANCE. 1.4 COORDINATION COORDINATE ALL WORK FOR PROPER LOCATION, POWER, AND UTILITY REQUIREMENTS. SCHEDULE INSTALLATIONS TO AVOID CONFLICT AMONG TRADES. ADDITIONS TO THE CONTRACT FOR COORDINATION AMONG TRADES WILL NOT BE ALLOWED. 1.5 PENETRATIONS, CUTTING, AND PATCHING SEAL ALL PIPING AND DUCT PENETRATIONS OF WALLS IN ACCORDANCE WITH ARCHITECTURAL DRAWINGS AND SPECIFICATIONS, PIPING PENETRATIONS OF RATED FLOORS AND WALLS SHALL BE SEALED WITH FIRESTOPPING MATERIAL. FLASH ALL ROOF AND WALL PENETRATIONS IN ACCORDANCE WITH ARCHITECTURAL DRAWINGS. PROVIDE FIRE DAMPERS AT ALL RATED PENETRATIONS. 1.6 HANGERS AND SUPPORTS PROVIDE HANGERS AND SUPPORTS FOR ALL PIPING, DUCTWORK, AND EQUIPMENT IN ACCORDANCE WITH SMACNA, MSS, ASME, AND ASHRAE STANDARDS. SUPPORT ALL ITEMS FROM INTEGRAL BUILDING STRUCTURAL MEMBERS. DO NOT HANG ITEMS FROM ROOF DECKING. 2.0 CQNDEN�ATE PIPING AND REFRIGERANT CHASES CONDENSATE PIPES SHALL BE SCH-40 PVC WITH SOLVENT WELDS, ROUTE AS SHOWN, SUPPORT TO BUILDING, PROVIDE CONDENSATE PUMPS IF REQUIRED TO MAINTAIN A PITCH OF A" PER FOOT. ALL INTERIOR PIPES SHALL BE INSULATED WITH 3/4" THK ARMAFLEX INSULATION SUITABLE FOR RETURN AIR PLENUMS. ALL ROOF PIPING SHALL BE SECURED TO THE DECK AND CONNECTED INTO A ROOF DRAIN OR GUTTER. 3.0 DUCTWORK AND ACCESORIES 3.1 AIR DUCTS - SUPPLY AND RETURN (UPSTREAM YAV) GALVANIZED SHEET METAL WITH LOCK—FORMING QUALITY ASTM A653, G90 COATING, MILL PHOSPHATIZED FINISH FOR DUCTS EXPOSED TO VIEW. CLASS DESIGNATION SHALL BE ADEQUATE FOR PRESSURE IN DUCT SYSTEM PER TOTAL PRESSURE AS SCHEDULED FROM EQUIPMENT SHOP DRAWINGS; ADD A 20% SAFETY FACTOR TO LISTED TOTAL PRESSURE TO ACCOMODATE CHANGES IN FIELD CONDITIONS TO EXTERNAL STATIC PRESSURE. INSULATE RTU SUPPLY/RETURN AIR DUCTS WITH MINERAL FIBERLASS BLANKETS BONDED WITH A THERMOSETTING RESIN. ASTM C 553, TYPE II, WITHOUT FACING AND WITH ALL—SERVICE JACKET MANUFACTURED FROM KRAFT PAPER, REINFORCING SCRIM, ALUMINUM FOIL, VINYL FILM, DENSITY SHALL BE MIN 1.5 LB/CUFT. THICKNESS TO MAINTAIN AN R VALUE OF 6. 3.2 AIR DUCI"S — SUPPLY AND RETURN (LOW PRESSURE DUCT) 1-4" THK RIGID FIBERGLASS DUCTS WITH INTERIOR ACRYLIC COATING, CONFORMING TO SMACNA FGSDCS GUIDELINES. BONDED WITH THERMOSETTING RESIN. FIRE—RESISTANT, REINFORCED, FOIL—SCRIM KRAFT PAPER FACE, R=6 FOR DUCTS BELOW AN INSULATED ROOF, AND R=4.2 ON FLOORS BELOW AN AIR CONDITIONED FLOOR, UL -181, UL CLOSURE, EI LABEL ON FACE, VAPOR BARRIAR WITH 0.02 PERMEANCE. NOISE REDUCTION OF 0.65 MIN COEFFICIENT. 250'F RATED, CLOSURE SHALL BE WITH PRESSURE SENSATIVE TAPE, PLASTIC STRAPS AND GASKETING CONFORMING TO ENERGY CODE, (OWENS CORNING ENDURACOAT OR EQUAL), 3.2 AIR DUCTS — EXPOSED (ROUND) AHU ROUND GALVANIZED CONFIRMING TO ASTM—A653 PREMANUFACTURED SPIRAL LOCKSEAM DUCT SYSTEM, CONNECTION SHALL BE GASKETED GROOVED FITINGS, SYSTEM SHALL BE EATERN SHEET METAL, EASTERN TIGHT SINGLE WALL DUCT SYSTEM AND SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS, PROVIDE A SCALED DUCT DRAWING PER EXISTING CONNECTIONS AND FINAL LOCATION OF EQUIPMENT. ALL AIR DUCTS SHALL BE PAINTED PER THE OWNERS SELECTED COLOR SCHEME, COORDINATE WITH OWNER, 3.2 AIR DUCTS — EXHAUST AIR SMACNA LOW PRESSURE CLASS GALVANIZED SHEET METAL DUCT SYSTEM WITH LOCK FORMING QUALITY. (SNAP—LOCK IS OK) 3.3 VOLUME CONTROL DAMPERS PROVIDE VOLUME CONTROL DAMPERS AT EACH BRANCH DUCT AND AS NECESSARY FOR PROPER SYSTEM BALANCING. PROVIDE ' FACTORY FABRICATED VOLUME CONTROL DAMPERS COMPLETE WITH REQUIRED LOCKING HARDWARE AND ACCESSORIES, 3.4 FLEXIBLE CONNECTIONS PROVIDE FLEXIBLE CONNECTIONS AT ALL EQUIPMENT CONNECTIONS, 3,6 FLEXIBLE DUCTS FLEXIBLE AIR DUCTS SHALL BE RATED FOR 6" WG POSITIVE, 4" WG NEGATIVE, 4000 FPM VELOCITY. VAPOR BARRIER PERMEANCE SHALL BE 0.05. INNER LINER SHALL BE ALUMINIMUM/ALUMINIZED POLYESTER. INSULATION SHALL BE RATED FOR R -VALUE OF 6, FIBERGLASS INSULATION. UL 181 CLASS -1, FIRE/SMOKE RATING OF 25/50, FLEXMASTER MOEL 5M OR EQUAL. 4.0 TESTING ADJUSTING AND BALANCING BALANCE AIR FLOWS FOR EQUIPMENT, INLETS AND OUTLETS. TEST AND BALANCE ALL SYSTEMS INSTALLED TO MATCH INDICATED AIRFLOWS WITHIN t 1Q% OF INDICATED VALUES. BALANCE AIR INLETS AND OUTLETS AS INDICATED. ADJUST SYSTEMS WHERE NECESSARY, PROVIDE TEST AND BALANCE REPORT INDICATING ALL INTERMEDIATE AND FINAL VALUES, NEBB OR AABC CERTIFICATION OF TEST AND BALANCE PERSONNEL AND REPORT IS REQUIRED ON THIS PROJECT. 5.0 SUBMITTALS PROVIDE 5 -SETS (EACH) OF MANUFACTURERS DATA, 0&M MANUALS, ELECTRICAL DATA, DIMENSIONAL DATA AND CLEAREANCES, CONNECTION DATA, COLOR SAMPES (IF REQUIRED), AND TEST DATA FOR THE FOLLOWING: A/C EQUIPMENT, CONTROLS, EXHAUST FANS, DIFFUSER/GRILLES, T&B REPORT SHOP DRAWINGS MUST BE SUBMITTED AND APPROVED PRIOR TO ORDERING OF EQUIPMENT, ENGINEER WILL. REQUIRE 7 WORKING DAYS TO REVIEW DRAWINGS. MECHANICAL GENERAL NOTES 1 APPLICABLE CODES: FLORIDA BUILDING CODE 2004 (REVISIONS 2005 & 2006) INCLUDING MECHANICAL, PLUMBING, FUEL GAS. NEC 2005, SMACNA, ASHRAE, NFPA 2 THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS,, AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF A COMPLETE SYSTEM IN ACCORDANCE WITH THESE DRAWINGS. THE APPLICABLE BUILDING CODE AND ALL OTHER APPLICABLE STATE, COUNTY, AND LOCAL ORDINANCES AND THE LATEST ADDITION OF THE FOLLOWING PUBLICATIONS; SMACNA, ASHRAE, NFPA 90A, 90B, 91, AND ANSI B-9,1 MECHANICAL REFRIGERATION. 3 THE CONTRACTOR SHALL PAY ALL COSTS OF PERMIT, INSPECTIONS, AND ALL OTHER COSTS INCIDENTAL TO THE COMPLETION AND TESTING OF THIS WORK. 4 THE CONTRACTOR SHALL VISIT THE SITE AND COORDINATE WITH ALL OTHER TRADES. 5 THE CONTRACTOR SHALL SUPPLY THE ARCHITECT WITH "AS -BUILT" DRAWINGS. IF FIELD CHANGES ARE MADE, CONTRACTOR NEEDING DRAWINGS CHANGES FOR INSPECTION, SHALL SUBMIT CHANGES WITH SUFFICIENT TIME TO MAKE DRAWINGS CHANGES. THE CONTRACTOR WILL BE BILLED HOURLY FOR CADD CHANGES IF THE CHANGES WERE NOT PRE - APPROVED BY THE ENGINEER AND OWNER. 6 THE CONTRACTOR SHALL SUBMIT FOR APPROVAL FIVE (5) COPIES OF MANUFACTURER'S DRAWINGS FOR EACH PIECE OF EQUIPMENT AND CONTROLS INCLUDED IN CONTRACT, CONTRACTOR SHALL ALSO SUBMIT OPERATION AND MAINTENANCE MANUALS FOR ALL EQUIPMENT TO THE OWNER. CONTRACTOR SHALL ALSO SUBMIT WITH MANUFACTURER SUBMITTALS A NOTICE TO OWNER FOR TRAINING. TRAINING SHALL BE PROVIDED BY THE CONTRACTOR FOR ALL EQUIPMENT AND CONTROLS WITH NECESSARY TIME TO WNSURE THE OWNER HAS UNDERSTOOD SYSTEM. MINIMUM TRANING HOURS SHALL BE SHEDULED AT 4 -HOURS, ALL COSTS AND TIME OF TRAINING SHALL BE INCLUDED IN THE BID. 7 ALL MATERIAL SHALL BE NEW OF U.S. MANUFACTURER OF GOOD QUALITY. ALL WORK SHALL BE PERFORMED AT INDUSTRY STANDARD QUALITY LEVEL BY CERTIFIED PROFE5SIONALS. ALL EQUIPMENT SHALL BE UL OR ETL LISTED. 8 DUCT SIZES SHOWN ARE INSIDE AIRFLOW DIMENSIONS. WHERE INTERNAL LINERS ARE USED, INSIDE DIAMETER OF DUCT SHALL COMPENSATE FOR INSULATION THICKNESS. 9 ALL SUPPLY AND RETURN BRANCH TAKE -OFFS TO BE PROVIDED WITH MANUAL VOLUME DAMPERS. ALL ELBOWS AND TEE'S MUST BE FURNISHED IN TURNING VANES. PROVIDE MANUAL VOLUME DAMPERS AND EXTRACTOR AT ALL FLEXTAKE OFFS. 10 PROVIDE NEW FILTERS FOR ALL AIR CONDITIONING EQUIPMENT BEFORE START-UP. REPLACE ALL FILTERS PRIOR TO FINAL ACCEPTANCE BY OWNER. SUBMIT A NOTICE TO THE OWNER OF HOW MANY FILTERS, SIZES AND LOCATIONS OF ALL FILTERS CHANGED. 11 PROVIDE SMOKE DETECTORS WITH SERVICE ACCESS DOORS IN ALL SUPPLY AIR DUCTS FROM ALL AIR HANDLERS. ALL SMOKE DETECTORS SHALL BE BY SAME MANUFACTURER, COORDINATE VOLTAGE, ETC. WITH ELECTRICAL CONTRACTOR AND FIRE ALARM SYSTEM, BEFORE ORDERING. UPON DETECTION, SMOKE DETECTORS SHUT DOWN ASSOCIATED AIR MOVING EQUIPMENT AND ALL AIR MOVING EQUIPMENT SERVICING THATAREA. WHERE NO FIRE ALARM SYSTEM IS INDICATED, MECHANICAL CONTRACTOR SHALL ALSO PROVIDE AND INSTALL REMOTE KEY SWITCH AND AUDIBLE/VISUAL ALARM PER CODE. 12 PROVIDE TYPE "B" DYNAMIC FIRE DAMPERS WITH CURTAIN TOTALLY OUT OF AIR STREAM IN ALL DUCTS OR OPENINGS PENETRATING RATED WALL, MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS, TENANT SEPARATION PARTITIONS, FLOOR OR ROOF SLABS AND AT OA INTAKES. PROVIDE RADIATION DAMPERS IN RATED CEILINGS FOR ALL CEILING OPENINGS, CEILING FANS, DIFFUSERS OF GRILLES RATED FOR USE IN CEILING ASSEMBLY. 13 THERMOSTAT LOCATION SHALL BE APPROVED BY THE OWNER AND ENGINEERS BEFORE INSTALLATION. INSTALL 48" A.F.F. PER A.D.A. REQUIREMENTS, INCLUDE ADD ALTERNATE TO PROVIDE ALL THERMOSTATS WITH LOCKING COVERS AND COORDINATE REQUIREMENTS WITH OWNER. PROVIDE A KEY -MAP AT EACH THERMOSTAT WHICH SHOWS A FLOOR PLAN OF AREA BEING SERVED BY THE THERMOSTAT, INSTALL KEP-MAY WITHIN A GLASS PICTURE FRAME AND MOUNT ON WALL. LABEL THERMOSTAT FOR AIR UNIT BEING SERVED. 14 ALL INSULATION SHALL HAVE FIRE/SMOKE RATING LESS THAN 25/50. 15 PROVIDE MINIMUM OF 3' CLEARANCE IN FRONT OF ALL 120-240 VOLT PANELS AND 4' CLEARANCE IN FRONT OF ANY 480 VOLT PANEL. PROVIDE ADEQUATE SIDE CLEARANCE PER NEC. 16 MECHANICAL PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE READ IN CONJUNCTION WITH ARCHITECTURAL, PLUMBING, ELECTRICAL, AND STRUCTURAL PLANS AND SHALL BE CONSIDERED AS ONE SET OF DOCUMENTS. DUCT AND PIPING OFFSETS, BENDS AND TRANSITIONS WILL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 17 THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BIDDING, ORDERING, FABRICATING OR INSTALLATION OF MATERIALS OR EQUIPMENT. 18 ALL WORK SHALL BE DONE IN ACCORDANCE WITH FLORIDA BUILDING CODE - 2004, NFPA, ASHRAE, AND SMACNA DUCT CONSTRUCTION STANDARDS, 19 ROUTE ALL DUCTWORK, PIPING AND ACCESSORIES IN A MANNER TO AVOID BUILDING COMPONENTS STRUCUTRE, AND LIGHTING. COORIDNATE TRANSITIONS MADE TO MAXIMUM PRESSURE DROPS PER FAN AND PUMP MANUFACTURERS CURVES. 20 WHERE REFRIGERANT LINES ARE INSTALLED, SIZE PER MANUFACTURER'S INSTRUCTIONS WITH RESPECT TO LENGTH AND FITTINGS TO BE INSTALLED IN PIPING, 21 ALL DEBRIS SHALL BE PROPERLY DISPOSED OFF SITE. CLEAN UP SITE DAILY AFTER WORK IS COMPLETE. IF CLEAN UP PERFORMED BY OWNER'S REPRESENTATIVE AS A RESULT OF SUBCONTRAOTOR NOT PERFORMING CLEAN UP OPERATIONS, OWNER WILL HAVE THE RIGHT TO CHARGE SUBCONTRACTOR FOR CLEAN UP LABOR. 22 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY SUPPORTING DEVICES FOR ALL ACCESSORIES INCLUDED WITHIN THIS CONTRACT. LEGEND ABBREVIATIONS DESCRIPTION AC AIR CONDITIONING IN -H20 INCHES OF WATER ACH AIR CHANGES PER HOUR KW KILOWATT AD ACCESS DOOR LAT LEAVING AIR TEMPERATURE AFF ABOVE FINISHED FLOOR LAT LATENT AG ABOVE GRADE LD LOUVERED DOOR AHU AIR HANDLING UNIT LRA LOCKED ROTOR AMPS AI ANALOG INPUT LVG LEAVING AO ANALOG OUTPUr LWT LEAVING WATER TEMPERATURE AP ACCESS PANEL MAX MAXIMUM APPROX APPROXIMATELY MBH 1000xBTU BDD BACK DRAFT DAMPER MCA MINIMUM CIRCUIT AMPACITY BFF BELOW FINISHED FLOOR MEZZ MEZZANINE BHP BRAKE HORSE POWER MIN MINIMUM BOD BOTTOM OF DUCT MISC MISCELLANEOUS BOT BOTTOM NC NORMALLY CLOSED BTU BRITISH THERMAL UNIT NIC NOT IN CONTRACT CAP CAPACITY NO NORMALLY OPEN CC COOLING COIL NTS NOT TO SCALE CD CONDENSATE DRAIN OA OUTSIDE AIR CFM CUBIC FEET PER MINUTE OAI OUTSIDE AIR INTAKE CLG CEILING _ OAL OUTSIDE AIR LOUVER CMU CONCRETE MASONRY UNIT OC ON CENTER CONN CONNECTION PD PRE55URE DROP CT COOLING TOWER PH PHASE CU CONDENSING UNIT PRESS PRESSURE DB DRY BULB PVC POLYVINYLCHLORIDE DDC DIRECT DIGITAL CONTROL RA RETURN AIR DG DOOR GRILLE RD ROOF DRAIN DI DIGITAL INPUT REF REFRIGERANT DN DOWN RG RETURN GRILLE DO DIGITAL OUTPUT RL RAIN LEADER DP DEW POINT RLA RUNNING LOAD AMPS DX DIRECT EXPANSION RPM REVOLUTIONS PER MINUTE EA EXHAUSTAIR RS REFRIGERANT SENSOR EAT ENTERING AIR TEMPERATURE RTU ROOFTOP A/C UNIT EA EXHAUSTAIR RTU ROOF TOP UNIT EAT ENTERING AIR TEMPERATURE SA SUPPLY AIR EER ENERGY EFFICIENCY RATIO SD SUPPLY DIFFUSER EF EXHAUST FAN SD FIRE STAT EG EXHAUST GRILLE SD SMOKE DETECTOR EL ELEVATION SEN SENSIBLE ELEC ELECTRICAL SG SUPPLY GRILLE ENT ENTERING SP STATIC PRESSURE EQUIP EQUIPMENT STRUCT STRUCTURAL ESP EXTERNAL STATIC PRESSURE SYS SYSTEM ET EXPANSION TANK T TEMPERATURE EXH EXHAUST TSP TOTAL STATIC PRESSURE EXIST EXISTING TYP TYPICAL F FAHRENHEIT UC UNDERCUT FA FILTER ACCESS UG UNDERGROUND FACP FIRE ALARM CONTROL PANEL UL UNDERWRITERS LABORATORY FD FIRE DAMPER LION UNLESS OTHERWISE NOTED FD FLOOR DRAIN UV UNIT VENTILATOR FL FLOOR VAW VARIABLE AIR VOLUME FLA FULL LOAD AMPACITY VD VOLUME DAMPER H HUMIDITY VFD VARIABLE FREQUENCY DRIVE ' HC HEATING COIL WB WET BULB HP HORSEPOWER HZ HERTZ THIS IS A GENERAL U$T OF ABBREVIATIONS AND MAY NOT BE USED ON A SPECIFIC. PROJECT. IF AN ABBREVIATION IS USED ON A PROJECT AND IS NOT REPRESENTED IN THIS LIST, CONTRACTOR SHALL SUBMff A REQUEST FOR INFORMATION. LEGEND SYMBOL DESCRIPTION SYMBOL INDICATES DIRECTION OF AIRFLOW TYPE USE TO IDENTIFY SUPPLY, A s"� RETURN OR EXHAUST GRILLE ta0 VALUES AND TYPE CONNECTION SIZE LLJ z Lu �- (X) THERMOSTAT (PROGRAMMABLE DIGITAL, 7 -DAY) 1 X= ZONE CONTROLLED TS (X) TEMPERATURE SENSOR _ X= ZONE CONTROLLED 73 HUMIDISTAT (DIGITAL) SD SMOKE DETECTOR N DUCT HEATER AD ACCESS DOOR INILINE DRYER BOOSTER FAN (FANTECH DBF-1 10) FD GREENHECK FSD STATIC FIRE RADIUS ELBOW (R=1.5) DAMPER WITH ACCESS DOOR SD ® GREENHECK FIRE -SMOKE DAMPER WITH ACCESS DOOR (24V VANED ELBOW ACTUATOR) EXHAUST GRILLE OR DUCT DOWN/UP F--� RETURN GRILLE OR D � DUCT DOWN/UP J SIDEWALL SUPPLY DIFFUSER AIR FLAW CEILING SUPPLY GRILLE C� CEILING SUPPLY DIFFUSER ---- CHANGE FROM RECTANGULAR VARIABLE AIR VOLUME BOX VARIABLE AIR VOLUME BOX WITH ELECTRIC HEAT STRIP LINE DUCT CONDENSATE PUMP WITH SAFETY CDP FLOAT SWITCH TO DE -ENERGIZE ® MAIN AC IN CASE OF OVERFLOW DUCTWORK (CONCENTRIC) MODEL: LITTLE GIANT VCMA-15 0 0 OR EQUAL D REMOTE SMOKE ALARM DUCTWORK (ECCENTRIC) INDICATION STATION WITH LIGHT THIS IS A GENERAL LIST OF SYMBOLS, ALL SYMBOLS MAY NOT BE USED ON A SPECIFIC PROJECT POWDER ACTUATED PIN(IF ALLOWED BY CODE) CONCRETE SLAB EXPANSION SHIELD .'�. .1.•. .�w•. •'E.Aw .-'S.�a r�~E.•Ae�. �,•E.�e.•E a r�•E•Aa 1"X16 GA, STRAPS SHEET METAL SCREWS DU I� DUCT -SEE PROJECT PLAN FOR SIZE SINGLE RECTANGULAR DUCT STEEL BEAM# -WASHER BOTTOM CHORD OF STEEL JOIST T 1/2" ALL THREAD ROD ROUND DUCT BEAM CLAMP SEE PROJECT DRAWINGS FOR NUMBER & SIZE 1" WIDE GALVINIZED STRAP ATTACHED TO ANGLE 2"X2" X 3/16" ANGLE (WHERE LENGTH OF ANGLE EXCEEDS 6FT. USE INTERMEDIATE SUPPORT) NOTE: DUCTS SHALL BE SUPPORTED AT NOT LESS THAN 1OFT, Q.C. HANGER AND SUPPORT DETAILS FOR LOW PRESSURE DUCTWORK (UP THRU 211 WG' (VARIOUS METHODS OF ATTACHMENT) NOT TO SCALE milan engineering Now mechanical . electrical , plumbing 925 South SenToran Blvd, Suite 100 Winter Park, Florida Phone: 407.678.2055 Fax: 407.678.2088 Certificate of Authorization 1126271 THESE OOCDNENTS ANO THOR 00NHE09 ARE THE PROPOW OF NWI ENOINEERM IND ARE ISSUED OHEY EOR THE SPECIM PWgq;T NOTED CH THESE 00CUMENT'3. ANY R , LVISKX REPROOINM" dl MOOInfA"S OF T9M UOO UM& WHOM THE EMPRESS Mor" COHSENf W NIVN ENOINEEMW 18 PROHdOREO 9Y UW, DUCTWORK LEGEND SYMBOL DESCRIPTION SYMBOL DOUBLE LINE SINGLE LINE Qj FLEXIBLE DUCTWORK i -- uj• ____ D EXISTING EQUIPMENT OR DUCTWORK LLJ z Lu O TO BE REMOVED. 1 >� EXISTING DUCTWORK TO REMAIN c c _ NEW DUCTWORK 73 LL MANUAL VOLUME DAMPER (MVD) c N MOTOR OPERATED DAMPER (MOD) AD ACCESS DOOR c AD r N 7 RADIUS ELBOW (R=1.5) s VANED ELBOW (1) BRANCH DUCT TAKE -OFF D � RISE OR DROP DIRECTION OF J AIR FLAW I I I FLEXIBLE CONNECTION (FXC)----j'VV�S ---- CHANGE FROM RECTANGULAR N TO ROUND DUCT ON SINGLE LINE DUCT CHANGE IN SIZE OF pp DUCTWORK (CONCENTRIC) 0 0 CHANGE IN SIZE OF DUCTWORK (ECCENTRIC) SPIN IN FITTING WITH MANUAL cn VOLUME DAMPER [� O-5 VOLUME DAMPER LL OPPOSED BLADE CONTROL DAMPER WITH ACTUATOR PARALLEL BLADE CONTROL p ® DAMPER WITH ACTUATOR 0 �- THIS IS A GENERAL LIST OF SYMBOLS, ALL SYMBOLS MAY NOT BE USED ON A SPECIFIC PROJECT -WASHER STEEL BEAM BOTTOM CHORD OF STEEL JOIST USE THIS METHOD WHENEVER DUCTS CAN BE GROUPED TOGETHER 1/2" ALL THREAD ROD ALL THREAD ROD DSEE PROJECT DRAWINGS FOR NUMBER & SIZE DUCT UCT / MULTIPLE DUCT RUNS ON TRAPEZE HANGERS 2"X2" X 3/16" ANGLE (WHERE NOTE: DUCTS SHALL BE SUPPORTED AT LENGTH OF ANGLE EXCEEDS NOT LESS THAN 1OFT, O.C. 6FT. USE INTERMEDIATE SUPPORT) BEAM CLAMP c�pG� 500 West Fulton Street Sanford, Florida 32771 P. O. Box 2808 Sanford, Florida 32772-2808 Phone 407 322-6841 Fax 407 330-0639 Certificate of Authorization No. AA26000926 c Zoos Engineers Surveyors Architects Planners Landscape Architects Environmental Scientists Construction A4anagament ,Design/Build L nineer OC Kecord )01�9 -May - 2008 IvLi.te5b K. Smart, YE 52772 (FL) m ��1111 III1m Sheet No. !�Ii7I�Z1 L_ • i -- uj• ____ D r LL LLJ z Lu O � 1 >� O 0 ..O Z 73 LL uj N _a0 V) N 7 V) Q) Sheet No. !�Ii7I�Z1 L_ • i -- uj• ____ D r LL LLJ z Lu LL 0 0 1 >� O 0 ..O Z LL uj N _a0 N O (1) "0 -14 m a N Z ai 0 0 0 cn Q O-5 LL Sheet No. !�Ii7I�Z1 • i -- uj• ____ D r LL LLJ z Lu LL 0 0 1 0 LLA Z LL uj Sheet No. !�Ii7I�Z1 ,N I PROVIDE 4-14 GA.- 1 #12-1" SELF TAPPING SHEET #12-2" WOOD SCREW SHEET EMBEDMENT INTO CONCRETE, METAL SCREW, MAX 8" ON " WIDE HURRICANE MAX 8" ON CENTER. SEE CENTER. SEE SCHEDULE, INTO 2x4 MEMBER, MAX 6" SCHEDULE, STRAPS PER A/C UNIT. ON CENTER. SEE SCHEDULE, X. o PROVIDE ADDITIONAL 2x4 A,) 2-3/8" X 3/4" WOOD SUPPORT (TYP.) A/C UNIT 12 GA GAL LONG A307 STEEL``42" ` STEEL STRAP CONNECTED TO Y --•i GALV, BOLTS AND 42 MAX / MAX TRUSS WITH #8 NUTS FASTENED TO // \\ NAILS, , MIN WEB OF ALUMINUM / 5" OUNTING FIJANGE 5" AOUNTING FLANGE CONCRETE DECK ANCHORING STAND RAIL. B.) WOOD DECK ANCHORING a 0_ ai m (n 0 3-10-16 X 3/4" HWH U 42" MAX Q #3 SELF DRILLING HILTI -. / KWIK-FLEX SCREWS TO11 WEB OF ALUMINUM STAND RAIL. O j PAD (TYP.) BY A/C Z / CONTRACTOR EXAMPLES UL �" 3 16" TYPICAL FILLET WELD. RUBBER VIBRATION 3„ LL PAD (RP, 3/4" - U. Z 00.0 3/8"x3" EXPANSION ANCHOR, #12-1" SELF TAPPING SHEET #12-2" WOOD SCREW SHEET EMBEDMENT INTO CONCRETE, METAL SCREW, MAX 8" ON METAL SCREW, EMBEDMENT MAX 8" ON CENTER. SEE CENTER. SEE SCHEDULE, INTO 2x4 MEMBER, MAX 6" SCHEDULE, 260-300 ON CENTER. SEE SCHEDULE, X. o PROVIDE ADDITIONAL 2x4 Z' WOOD SUPPORT 12 GA GAL MEMBERS ` STEEL STRAP CONNECTED TO Y --•i 1 , WIDE BLDG ROOF E" TRUSS WITH #8 // \\ NAILS, MIN MIN MIN 1-3 4 5" OUNTING FIJANGE 5" AOUNTING FLANGE CONCRETE DECK ANCHORING METAL BLDG/ STEEL DECK ANCHORING WOOD DECK ANCHORING w1-1 4" ® STRUT SYSTEM 1-1/4" CORNER DETAIL PIPE SUPPORT BASE 2 X2) (RP. 3/8 - BASIS OF DESIGN: MIRO 2.5 CONDUIT 3/4"2" ( ° SUPPORT V%4 GALVANIZED STEEL1-3/4" X 1-3/4" X 3/32" FOR SIZES 260 AND LARGER, THUMBSCREW TIGHTEN 30 1-5/16" GALVANIZED STEEL BOLT & NUT. _ PROVIDE TIE -DOWN PER WITH TORQUE WRENCHMANUFACTURER STANDARDS TO REFUSAL. 11/2' ' X 11/2 X 1/8 _ 1-1/2" SCH 40 PIPE STAND (TYP FACTORY DISCONNECT TOGGLE SWITCH r TYP 5X5 X 1 /4 BASE PLATE. 5/16"x12"' SELF TAPPING CONNECT TO STRUCTURE, CONTACT LL I SHEET METAL FASTENER MANUFACUTRER FOR CONNECTION Li Y _ ___f� (FAN TO CURB). SEE FASTENER SCHEDULE (FAN TO CURB) H-G/B SIZE FASTENERS PER SIDE TOTAL FASTENERS 098-161 3 12 180-300 5 20 ROOF PIPING SUPPORT DETAIL NOT TO SCALE SPIN -IN FITTING _—.CONNECT TO WITH SCOOP AND STRUCTURE PER VOLUME DAMPER MANUFACTURER ROOF CURB GREENHECK 3. DETAILS I� SCHEDULE FOR NUMBER. FLEXIBLE DUC INSTRUCTIONS. I gi 2-24" HIGH. VERIFY f ROOF GOND RACK DETAIL 1OR SD -CURB, J 77 7 (ALL CONDENSING UNITS ON ROOF NOT TO SCALE 12-24BACK DRAFT DAMPER PITCH REQUIRED. �ROOF NOTES: SEE ARCH. DWGS � I 1.) ALL CONSTRUCTION TO MEET ALUMINUM FOR FLASHING & f 2. VIBRATION INSULATOR PADS SHALL BE TO CAUSE VIBRATION TO EXISTING SUB r ROOF DETAIL 3.) DRAWINGS ARE THE MAXIMUM THE STAND CAN BE BUILT, MAX CONDENSER WEIGHT OF ' - I - -" - EXHAUST DUCT, 350 LBS. TRANSITION AS REQUIRED FASTENER SCHEDULE (CURB TO ROOF DECK) H -G/ SIZE FASTENERS PER SIDE (METAL/STEEL) FASTENERS PER SIDE (WOOD) 098-161 5 5 180-240 7 7 260-300 7 9 FLEX DUCT CLAMP- PROVIDE SUPPORT PER FLEX DUCT \� MANUFACTURERS RECOMMENDATIONS. _ MINIMUM 1-1/2" THICK AIR FLOW AND 5'-0 ON CENTER & 1/2 FEET OF 4.) STANDARD HEIGHT OF LEGS 18" & WIDTH OF 27" CENTER TO CENTER ON I-BEAMINT INTERMEDIATE INSULATE SPIN -IN WITH 2 UNIT SYSTEM (6' RAILS) CONTACT FOR MORE DETAILS: SUPPLY AIR 1 1/2" THICK INSULATION FITTINGS AND 3 UNIT SYSTEM (9' RAILS) "RDCA-80 STAND"BENDS, 4 UNIT SYSTEM WITH VIBRATION PADS (12' RM ENTERPRISES DUCT WITH VAPOR BARRIER LEAVING 352 TALL PINES ROAD #A1 DAMPER OPERATOR ACCESSIBLE RAILS) WEST PALM BEACH, FL. ROOF MOUNTED EXHAUST FAN DETAIL INSULATE AND SEAL ALL DIFFUSER SURFACES EXPOSED ABOVE CEILING 5 UNIT SYSTEM WITH VIBRITATION PADS (15' RAILS) (RATED FOR 150 MPH INSTALLATION) 6 UNIT SYSTEM WITH VIBRITATION PADS (18' FAN BE CERTTO150MPH PURCHASED IFMUST IED BNHECK-MODEL HG OR NOT TO SCALE DUCT TAKEOFF DETAIL RAILS) SHALL TIE DOWN APPLICABLE TO IV -1 NOT TO SCALE SUPPLY DUCT DRAIN CONN. (X") CROSS FPT MINIMUM SUPPLY AIR STRUT SYSTEM CLEANOUT DISTRIBUTION SYSTEM PER MANUFACTURERS INSTRUCTIONS DRAIN PAN PLUG RETURN DUCT l RTU= _ CONNECT RELAY WIRING FOR COMPRESSOR AND HEATER �- OPERATION TO AHU AND CU UNIT. 2" MIN. PIPE SUPPORT PITCH n I FIELD VERIFY AND COORDINATE TO BASE I CONNECT CONTROL STAGES FOR f 'f UNIT. COORDINATE CONNECTION V WITH VAV SYSTEM MANUFACTURER 1 " GREATER THAN TSP. � � I I I BASIS OF DESIGN: PVC BALL ISO VALVE VELOCITY SENS DUCT MOUNT MIRO 2.5 CONDUIT TEMP SENSOR SMOKE DETECTOR SUPPORT — ROOF PIPING CONDENSATE TRAP I I 11 I 120V TO 24V TRANSFORMER -REMOTE ALARM INDICATION SUPPORT DETAIL NOT TO SCALE BY ZONE SYSTEM I I III (Y V MANUFACTURER — STATION WITH LIGHT NOT TO SCALE BYPASS TO MANUFACTURER TYP GENERAL NOTES: SEE PLAN FOR LOCATION 120V TO 24V RA I I 120V TO J -BOX TRANSFORMER BY BPD -X BY DIV -16 1. DUCT DETECTORS SHALL BE VAV MANUFACTUER CONNECT TO THE FIRE ALARM ASA APPLICABLE). TUBE MOUNTING CONFIGURATION THIS TYPICAL ASSEMBLY SHALL OCCUR 120V TO J -BOX ° 120V SUPERVISORY SIGNAL ONLY (WHERE 1i VARYING AIR FLOW DIRECTION BY DIV ON ALL (2) LONG SIDES OF UNIT. MAX �j 0 2. EACH DUCT DETECTOR CONNECTED '3Z SPACING ON EACH SIDE SHALL BE TO THE FIRE ALARM, SHALL BE ON OAIbPLIFlRririENiEa AF 3'-0". MIN 2 ASSEMBLIES PER SIDE. ( VARITRAC ALL 24V WIRING ITS OWN ZONE. T�irEFcl�i°Na+t ulns�r.cr+ ALSO PROVIDE LAG BOLTS ON SHORT CONTROLLER WITH BY DIV -15, ALL ,� RTU TOUCHSCR AN 120V WIRING BY SIDES OF UNITS 3 -0 ON CENTER. MIN PIPE DRAIN FULL INTERFACE D o. (2) BOLTS PER SHORT SIDE. SIZE INTO A ROOF I DIV -16 SMOKE DETECTOR SPECIFICATIONS DRAIN (WITHIN 1 ") INTERNAL TIMECLOCK,+a Nom` E;$sr�TVM I CCOMPANY SENSOR ONTACT SYSTEM SENSOR 2 NtaiT�otrFJa arouurTT:NrcJr'iKueTnn RTU BASE RAIL 1 "THKx4"W RUBBER CURB �--- �sT T �, HT tai PROVIDE MASTIC NEOPRENE PAD ALONG f ;;;,.: f SMOKE DETECTOR TYPE : G"w%o` ivrr� aurT OR ADHESIVE TO ENTIRE PERMITER I %. „-: ,, ,. CONTROL LOOP PHOTOELECTRIC 4 TYPE D JOIN PAD TO CURB I TO VAV BOXES MODEL # : DH100 AC DCLP 1aJN 1/8" 7 -STRAND `.vrtRTNr.nNwnTrNt�.Fr«rw",Eo ....... 3/8" STAINLESS STEEL WIRE ROPE. LOOP WIRING SHALL BE \ 24V I ALARM INDICATION TYPE LAG SCREW THRU THROUGH ROOF Z -X AUDIBLE, VISIBLE, TEST OVER CURB (PROVIDE CURB _ �_ __ 120V TO 24V SSK451 SAMPLING TUBE/DUCT WIDTHS CURB AND THRU WIRE �� . �._.__._- f ROPE LOOP NOTCH IN RUBBER -- TRANSFORMER BY / ZONE # PAD LOOP UNDER MODEL , ROOF CURB )� ) E F RTU, SA RA VAV MANUFACTUER T PS 12/245 LENSW autstdetoUtWiEltit Smp4itTty I5Tft7cunuEtendett' FRAM 0 z to 4 !t s t-3 VERIFY PITCH CREATE A SMALL 2x2x1/4 STEEL ALL 24V WIRING BY NOTES: 4to8ft S"t a FLASHING LOOP WITH CLAMP. SMOKE ANGLE WELDED FRAME DIV -15 PROVIDE SUBMITTAL IF OTHER 8 tv tau st-to PASS LAG BOLT DETECTOR 120V TO VAV OPENING SIZE PER BY DIV -16 MANUFACTURER/MODELS ARE BID.+'ExreRa+THaHixTMu"tiUr'f, i'e4�u�rw+atn THROUGH WIRE ROPE (WHERE SCHEDULED) MANUFACTURER'S T LOOP. RECOMMENDATIONS 120V TO J -BOX DRILL HOLE WHERE FILL ALL OPEN AREAS BETWEEN BY DIV -16 TYPICAL SMOKE DETECTOR MOUNTING DETAIL UNACCESSABLE DUE RTU AND ROOF WITHIN CURB WITH j (� NOT TO SCALE STRUCTURAL TO SA/RA DROPS. FILL 12" THICK OF TIGHTLY COMPACTED ( j ROOF WITH FOAM SEALANT. BLOWN -IN TYPE INSULATION FOR RECTANGULAR TO ROUND SUPPLY AIR MAIN JOIST 2x2x1/4" STEEL NOISE SUPRESSION, PROVIDE 1/2" CONNECTION AS INDICATED ANGLE FRAME. PLYWOOD BETWEEN SA/RA DROPS AND ROOF DECK TO COVER LOW VELOCITY DUCT SEE ENLARGEDj OPENING. SCREW PLYWOOD INTO CONTROL LOOP MIN, 1.5 DUCT DI DETAIL DECK WITH #10 SCREWS. TO VAV BOXES MAX. 4 DUCT DIA. CRIMPED FERREL RIGID DUCT OR C -CLAMP FOR WIRE ROPE LOOP STRUCTURAL Z -X I ROOF j JOIST ZONE VAV BOX LOOP WIRE ROPE AROUND STRUCTURAL JOIST. TIGHTEN AS ! _I 120V TO VAV MUCH AS POSSIBLE. I — � — _ _ _ _ _ CONTROL LOOP BY DIV -16 PROVIDE 4 -HR TRAINING FASTEN AND SEAL I_. SUPPLY AIR COURSE TO OWNER ON DUCT CONNECTION TO OTHER VAV TO OTHER VAV HVAC SYSTEM UPON BOXES BOXES COMPLETION, COORDINATE SPLITTER DAMPER & BOOT WITH OWNER OCCUPIED ROOF TOP UNIT INSTALLATION AND TIMES AND SCHEDULES. CONNECTOR OR SPIN COLLAR CONNECTION HURRICANE REINFORCEMENT DETAIL RATING UP TO 130 MPH WIND FORCE NOT TO SCALE ZONING CONTROL SCHEMATIC TERMINAL BOX CONNECTION NOT TO SCALE J milan engineering mechanical . electrical , plumbing 925 South Somoran Blvd, Suite 160 Winter Park, Florida Phone. 407.678.2055 Fax: 407.678.2088 CortificaloofAuthorization #26211 THESE DOCUMEKIS ANO THEIR 0ONTM ARE THE PROPERTY OF WAN ENOINEERM " ARE ISSOiD ONLY FGR THE MUM PROJECT NOTED ON THESE OOCWIEM MY REVISIONS. REPROONp " OR MOOFICARONS OF THESE OMMEHTB MnHODT THE EMPRESS M WIEN CONSERT OF MILAN twimu"m 18 P"INTEO ur Up, hi 500 West Fulton Street Sanford, Florida 32771 P. CJ. Box 2808 Sanford, Florida 32772-2808 .Phone 407 322-6841 Fax 407 330-0639 Certificate of Authorization No. AA26000926 c 2008 Engineers Surveyors Architects Planners Landscape Architects Environmental Scientists Construction Management Designl Build rLr-may 'f Kecord 09 - 2008 IvEmb fes. SimuT, YE 52772 (FL m I �m � W o r N PT a o a Z' m C) Y --•i C9 p � a m T � V m D 0 ro - 0 v a 0_ ai m (n 0 z -0CL a7 U V � o o r N PT a <11<11 a Z' m C) Y --•i C9 p � a m T � � � m D 0 ro - 0 v a 0_ ai m (n 0 z -0CL a7 U V Q -oi W Z LU UL �" 0 LL 0 U. Z 00.0 I®04 W O Z W Sheet No. ROOF -TOP PACKAGED DX AIC SCHEDULE UNIT DESIGNATION RTU -1 RTU -2, RTU -3 RTU -4 RTU -5 2 TYPE DOWNFLOW HORIZONTAL HORIZONTAL HORIZONTAL BASIS OF DESIGN SERVING OFFICES GYM MULTI-PURPOSE _ FITNESS Z TOTAL AIR C.F.M. 5200 4900 5850 1005 _ T-- OUTSIDE AIR C.F.M. SEE ASHRAE SCH SEE ASHRAE SCH SEE ASHRAE SCH SEE ASHRAE SCH ut NUMBER OF FANS 1 1 1 1 LEAVING AIR TEMPERATURE °Fdb/wb EXT. STATIC PRESSURE (IN H20) 1.00 0.75 0.75 0.70 2 MOTOR HP 3.00 5.00 5.00 1.00 FAN HP MIN EFFECIENCY (SEER) or (EER) 11.5(13.3 IPLV) 10.6 (11.2 IPLV) 10.6 (11.2 IPLV) 13 W v Z MIN TOTAL CAPACITY (MBH) 159.19 257.51 249,35 61.36 ELEC CIRCUIT -2 MCA/MOCP MIN SENSIBLE CAPACITY (MBH) 127.95 146.49 156.85 32.6 OENTERING ALL SHUT DOWN RELAY TO General Notes 23 25 OPERATING WEIGHT (LBS) AIR TEMPERATURE °Fdb/wb 77.7/63.5 80.20/69.40 79.6/67.70 87.7/74.30 Lt Lu LEAVING AIR TEMPERATURE °Fdb/wb 55.66/53.15 55.57/54.55 55.89/54.29 58.75156.54 EL FILTER TYPE AND THICKNESS 2" PLEATED 2" PLEATED 2" PLEATED 2" PLEATED o QUANTITY 2 2 2 1 p RLA 15.10/8.20 16.1 16.1 7.8 1 NUMBER OF FANS 2 2 2 1 AMBIENT AIR TEMPERATURE°Fdb AMBIENT AIR TEMPERATURE °Fdb 95" 95, 950 95° 460/3 FULL LOAD AMPS 1.6 2.9 2.9 1.2 ELEC CIRCUIT -2 MCA/MOCP 240 240 05 LOCKER RM OPERATING WEIGHT (LBS) 200 350 SUPPLY SIDE SMOKE DETECTION X X X 75 MODEL NUMBER 2TTB3024 2TTA048A4 0.9 UNIT NOTES All All FIRE ALARM SHUT DOWN (DIV -16) X X X Unit Notes - See schedule for final selections on each equipment (not all are used) 1 See plan and coordinate location of access doors and verify all clearnaces are met prior to ordering equipment - Submission or submittals or shop drawings constitutes this Item has been performed by manfuacturer. 2 Provide condenser coil guards 3 Provide (2) extra set of fitters - replace (1) set at Certificate of Occupancy 4 Provide Programmable 7 -day thermostat with dirty filter indication (except for system #3) LLL t KEYED SWITCH WITH ALARM (NO) 0.06 STAINLESS STEEL SHEET 200 1 9 HEATER KW (AT SERVICE VOLTAGE) 18 36 36 10 O a HEATER STAGES 1 2 2 1 V ELECTRIC SERVICE 460/60/3 460/60/3 460/60/3 460/60/3 W MINIMUM CIRCUIT AMPACITY (MCA) 36 64 64 14.7 08 OFFICE MAXIMUM OVERCURRENT PROTECTION 50 70 70 20 OPERATING WEIGHT (LBS) 2285 2500 2458 695 DESIGN MFGR TRANE TRANE TRANE TRANE MODEL # TCD181 TFH241 TFH241 THCO63 UNI r NOTES ALL ALL ALL ALL CONTROL NOTES ALL ALL ALL ALL Unit Notes 1 Manufacturer shall provide thybar or equal insulated roof curb with internal spring isolators. (coordinate pitch with contractor prior to order) 2 Sea plan and coordinate location of access doors and verify all clearnaces are met prior to ordering equipment - Submission or submittals or shop drawings constitutes this item has been performed by manNacturer. 3 Provide thru the base electrical 4 Provide motorized damper on outside air intake - control thru unit to shut down during unoccupied periods 5 Provide hot gas reheat fur RTU -2, RTU -3, RTU -4 & RTU -5, Control Notes - See schedule for final selections on each equipment (not all are used) 1 Unit controls shall be by manufacturer 2 Provide programmable thermostat TOTAL 4200 1050 BUILDING PRESSURE 3150 (pos) DX SPLIT SYSTEM SCHEDULE AIRFLOW (CFM) system NOMINAL SYSTEM CAPACITY (TONS) 2 7.5 (cfrn) MIN EFFECIENCY (EER) 13 13 BASIS OF DESIGN UNIT TAG AHU-1 AHU-2 AIRFLOW FILTER TYPE AND THICKNESS 1" PLEATED 1" PLEATED 1140 SUPPLY AIR (CFM) 800 2700 T-- OUTSIDE AIR (CFM) SEE ASHRAE SCHEDULE SEE ASHRAE SCHEDULE (CFM) FAN MAX ESP (IN -H20) 0.5 1 V/PH HP WATTS ENTERING AIR TEMPERATURE °Fdb/wb 79/65 81.90168.2 z LEAVING AIR TEMPERATURE °Fdb/wb 55/53 55/54 c� NUMER OF REFRIGERANT CIRCUITS 1 2 Z ELECTRICAL SERVICE VOLTAGE/ PHASE 208/1 460/3 a¢ FAN HP 1/3 1 1/2 T ELECTRIC HEAT KW (AT V/PH LISTED) 3,6 14.96 H -G -131-C ELEC CIRCUIT -1 MCA/MOCP 25/25 26/30 ELECTRICAL ROOM ELEC CIRCUIT -2 MCA/MOCP 0.25 DIRECT 4.7 SMOKE DETECTOR LOCATION 0REENHECK SUPPLY ALL SHUT DOWN RELAY TO General Notes 23 25 OPERATING WEIGHT (LBS) 150.00 400 10 MANUFACTURER TRANE TRANE 17 MODEL NUMBER 2TEH3F24A T VE09OB35 SEE SCHEDULE UNIT TAG CU -1 CV -2 & CU -3 19 NUMER OF REFRIGERANT CIRCUITS 1 1 118 NUMBER OF, COMPRESSORS 1 1 CEILING COMPRESSOR RLA 8.7 6.4 I - NUMBER OF CONDENSER FANS 1 1 Z FLA OF EACH FAN 0.9 0.7 Z AMBIENT AIR TEMPERATURE°Fdb 950 950 10 ELECTRICAL SERVICE VOLTAGE/ PHASE 208/1 460/3 Z o ELEC CIRCUIT -1 MCA/MOCP 12/20 9115 Z ELEC CIRCUIT -2 MCA/MOCP 240 240 05 LOCKER RM OPERATING WEIGHT (LBS) 200 350 STAINLESS STEEL MANUFACTURER TRANE TRANE 75 MODEL NUMBER 2TTB3024 2TTA048A4 0.9 UNIT NOTES All All 20 06 OFFICE 110 110 Unit Notes - See schedule for final selections on each equipment (not all are used) 1 See plan and coordinate location of access doors and verify all clearnaces are met prior to ordering equipment - Submission or submittals or shop drawings constitutes this Item has been performed by manfuacturer. 2 Provide condenser coil guards 3 Provide (2) extra set of fitters - replace (1) set at Certificate of Occupancy 4 Provide Programmable 7 -day thermostat with dirty filter indication (except for system #3) COIL SECTION TOTAL 4200 1050 BUILDING PRESSURE 3150 (pos) FAN AND VENTILATOR SCHEDULE SERVING AIRFLOW (CFM) system Intake Exhaust V/PFI (cfrn) (cfrn) ELECTRICAL DATA 410 BASIS OF DESIGN RTU -2 735 NET AREA (SQFT) ..........,, w,. ,., ..,,.. 5: ✓ .. At ,.... .... Y n a. AIRFLOW ESP FROM TABLE 6.3 , .... ,. . r ...., .. ............ .. .. MAX 1140 SQFT RTU -5 530 T-- TAG SERVING (CFM) (IN -H2O) DRIVE SONES V/PH HP WATTS MANUG MODEL GENERAL CONTROL 250 MAX 12'-0" SPACING FUR SIZES, 8126 451.6 MOUNT FAN FROM components located near the diffuser neck. Finish shall be B12 White Powder Coat. Basis 91.0 63.9 NOTES NOTES EF -1 RESTROOM 800 0.25 DIRECT 5.9 120/1 1/8 GREENHECK H -G -131-C ALL 1 EF -2 ELECTRICAL ROOM 250 0.25 DIRECT 4.7 120/1 1/30 0REENHECK H -0-070-D ALL 2 General Notes 23 25 02 RECEPTION COUNTER 1 PROVIDE A BASE ROOF CURB (VERIFY PITCH) AND BIRD SCREEN ON ALL ROOF MOUNTED FANS 10 2 2 PROVIDE SPEED CONTROL ON ALL DIRECT DRIVE FANS 17 100 3 PROVIDE BACKDRAFT DAMPER ON INLET OR OUTLET SEE SCHEDULE 0.9 4 PROVIDE HI -PRO POLYSTOR COATING ON ALL EXTERIOR MOUNTED FANS 19 20 5 PROVIDE TOGGLE TYPE DISCONNECT SWITCH WHEN POSSIBLE. 118 6 6 ALL EXTERIOR FANS SHALL BE RATED FOR HIGH WIND APPLICATION (FLORIDA PRODUCT APPROVAL TO 150 MPH) CEILING a 7 COORDINATE INLET AND OUTLET FLANGES 10 EXHAUST Fan Control Notes SEAL ALL AROUND WITH 10 11 1 INTERLOCK WITH TIM ECLOCK BY ELECTRICAL CONTRATOR. ELASTOMER GASKET 584 2 FAN SHALL RUN CONTINUOUSLY. 10 0.12 TOTAL 4200 1050 BUILDING PRESSURE 3150 (pos) AIR BALANCE SCHEDULE SERVING AIRFLOW (CFM) system Intake Exhaust V/PFI (cfrn) (cfrn) RTU -1 410 SUPPORT FROM STRUCTURE RTU -2 735 NET AREA (SQFT) ..........,, w,. ,., ..,,.. 5: ✓ .. At ,.... .... Y n a. RTU -3 735 FROM TABLE 6.3 , .... ,. . r ...., .. ............ .. .. RTU -4 1140 SQFT RTU -5 530 T-- AHU-1 100 1" WIDE 22 GAUGE24 AHU-2 550 cone assembly shall consist of 4 cones which drop below the ceiling plane to assure EF -1 HANGER BAND 800 EF -2 58.6 250 TOTAL 4200 1050 BUILDING PRESSURE 3150 (pos) ELECTRIC DUCT HEATER SCHEDULE MATERIALS AND INSTALLATION SERVING AIRFLOW (CFM) ASHRAE 62.12004 VENTILATION CALCULATIONS BASIS OF DESIGN V/PFI SHALL BE PER SMACNA STANDARDS KN/ MANUF MODEL SUPPORT FROM STRUCTURE SPACE GROSS AREA (SQFT) ,,.. ... ,. w..✓ .., 1. ..,,... , NET AREA (SQFT) ..........,, w,. ,., ..,,.. 5: ✓ .. At ,.... .... Y n a. OCCUPANT DENSITY (PEOPLE PER 1000 SQFT) WITH 1/4" THREADED ROD FROM TABLE 6.3 , .... ,. . r ...., .. ............ .. .. ...,....... - .,, ' MINIMUM ACTUAL OA OA INTAKE INTAKE , y., .. s...:x„„,,... . ... .,... . s., .,.... .. . (CFM) (CFM) (CFM) SQFT length for connecting rigid or flexible duct. The diffuser shall integrate with all duct sizes A T-- LAY -IN GRID shown on the plans without affecting the face size and appearance of the unit. An inner 1" WIDE 22 GAUGE24 GAUGE, ROUND SPIRAL RTU -1 cone assembly shall consist of 4 cones which drop below the ceiling plane to assure 148.4 HANGER BAND SEAM DUCT. SEE DWG'S, optimal VAV air diffusion performance. The inner cone assembly shall be completely 58.6 6.5 MAX 12'-0" SPACING FUR SIZES, 8126 451.6 MOUNT FAN FROM components located near the diffuser neck. Finish shall be B12 White Powder Coat. Basis 91.0 63.9 FLEXIBLE STRUCTURE ABOVE RTU -4 3510 240.2 CONNECTION WITH METAL STRAPS -- LAY -IN tag. Grilles shall be 45 degree deflection fixed louver type with blades spaced 3/4" (19) on 01 LOBBY & VIBRATION ISOLATION 1" INTERNAL DUCT LINER 10 2 5 0.06 SEE SPECIFICATIONS 1200 1 20 0.02 0.9 SHEET METAL BOOT 20 23 25 02 RECEPTION COUNTER TO MATCH DUCT 152 10 2 5 SIDEWALL DIFFUSER. (S2) 17 100 1 �'',1 17 SEE SCHEDULE 0.9 17 19 20 03 TUTOR 118 118 6 1 5 CEILING a 175 Powder Coat.) Basis of design is PRICE - Model 510D 10 EXHAUST 0.9 SEAL ALL AROUND WITH 10 11 REGISTER 04 COMPUTER LAB RM ELASTOMER GASKET 584 25 15 10 0.12 216 1250 TOP DISCHARGE INSTALLATION MODEL TD EXPOSED SPIRAL SUPPLY DUCT DETAIL 0.17 CEILING EXHAUST FAN DETAIL NOT TO SCALE 240 240 05 LOCKER RM 128 NOT TO SCALE face. The damper shall be coated steel. The grille shall be finished in (1312 White Powder STAINLESS STEEL 1 /2" HANGER ROD STRUCTURE 15 75 SHEET MTL HOOD BY 15 �f0 0.9 MECH CONTRACTOR 17 20 06 OFFICE 110 110 5 COIL SECTION 5 0.06 STAINLESS STEEL SHEET 200 1 9 INSULATE AS REQUIRED MTL OR TUBE COLLAR FLEXIBLE DUCT CONNECTION (TYP) 10 BY MECH CONTRACTOR BY MECH. CONTRACTOR SUPPLY 94 5 1 PROVIDE SPRING AIR _-- _ s _ ._--------- 560 SEE ARCH DWG. SEE PROVIDE FOAM SEAL 0.02 0.9 constructed of Cold rolled steel (optional aluminum construction 630DAL). The damper 11 AT PENETRATION OF 15 08 OFFICE 162 162 CURB 1 RETURN 0.06 14 '150 1 14 0,09 0.9 SLOPE PIPES AWAY 14 15 15 '41 FROM HOOD DRAIN PAN 0.06 EXTEND 2" 1550 11 16 LIQ, & SUCT LINES BEYOND AHU 2" ANGLE 16 18 TO OU' S SEE TRAP DETAIL SUPPORT, RAISE 123 REFRIG. LINES INSULATED ---STL CLOSURE FLOAT SWITCH 2" ABOVE TOP 0.06 7 ANGLE BY MECH CAP FOR HOSE OF PAN WITH CONNECTION 2" ANGLE 0.15 0.9 CONTRACTOR 7 8 10 LIQ. & SUCT LINES 302 302 DRAME 12x24" MAX. 0.06 TYPICAL SUSPENDED 100 PIPING THRU ROOF DETAIL AHU & FANCOIL DETAIL NOT TO SCALE 20 NOT TO SCALE ELECTRIC DUCT HEATER SCHEDULE TAG SERVING AIRFLOW (CFM) ASHRAE 62.12004 VENTILATION CALCULATIONS BASIS OF DESIGN V/PFI STEPS KN/ MANUF MODEL GENERAL NOTES SPACE GROSS AREA (SQFT) ,,.. ... ,. w..✓ .., 1. ..,,... , NET AREA (SQFT) ..........,, w,. ,., ..,,.. 5: ✓ .. At ,.... .... Y n a. OCCUPANT DENSITY (PEOPLE PER 1000 SQFT) # OF OUTDOOR AIR RATE PEOPLE PEOPLE AREA SUPPLY AIR ZONE AIRFLOW r ,«... 1 ,lit. ., N... - aF.. :�) $'" ,(.... ., . ..... -1 ..,..ra,«. , , . ... 2:.. ..,. ,a„. ,: ,.. S .a, R , : � Ft , , .., � .,,x,. , .. . „� ._ „ti,, V . ,« ,.., S . ,. w, a r. t . , .., , r -...,.. p ... ;,,_. ..... , mac,....., .. ...... .. ... <...., ,._:.. xvc :. ,,. Iv.-..,, .,n ml c. .... x..,:..,.,m, ,,, .....,m.,....,,, (CFM/PERSON) (CFM/SQFT) (CFM) (CFM) (CFM) FROM TABLE 6.3 , .... ,. . r ...., .. ............ .. .. ...,....... - .,, ' MINIMUM ACTUAL OA OA INTAKE INTAKE , y., .. s...:x„„,,... . ... .,... . s., .,.... .. . (CFM) (CFM) (CFM) SQFT length for connecting rigid or flexible duct. The diffuser shall integrate with all duct sizes A T-- LAY -IN GRID shown on the plans without affecting the face size and appearance of the unit. An inner Difference Q\ RTU -1 cone assembly shall consist of 4 cones which drop below the ceiling plane to assure 148.4 124.7 r CEILING optimal VAV air diffusion performance. The inner cone assembly shall be completely 58.6 6.5 33.0 RTU -1 8126 451.6 255.2 components located near the diffuser neck. Finish shall be B12 White Powder Coat. Basis 91.0 63.9 27.1 of design is PRICE - Model ASCD_ RTU -4 3510 240.2 Ceiling return air grille. 2424 Steel Construction. Connection to match size listed on plan 81.3 -- LAY -IN tag. Grilles shall be 45 degree deflection fixed louver type with blades spaced 3/4" (19) on 01 LOBBY 185 185 10 2 5 0.06 20 1200 1 20 0.02 0.9 SEE PLANS FOR 20 23 25 02 RECEPTION COUNTER 152 152 10 2 5 0.06 17 100 1 �'',1 17 0.17 0.9 17 19 20 03 TUTOR 118 118 6 1 5 0.06 10 175 Powder Coat.) Basis of design is PRICE - Model 510D 10 0.06 0.9 Sidewall or Surface -mount Return air register. Size per plans. Aluminum Construction. 10 11 15 04 COMPUTER LAB RM 584 584 25 15 10 0.12 216 1250 1 216 0.17 0.9 216 240 240 05 LOCKER RM 128 128 face. The damper shall be coated steel. The grille shall be finished in (1312 White Powder 0.12 15 75 1 15 0.20 0.9 15 17 20 06 OFFICE 110 110 5 1 5 0.06 9 200 1 9 0.05 0.9 9 10 10 07 OFFICE 94 94 5 1 5 0.06 11 560 ;1 11 0.02 0.9 constructed of Cold rolled steel (optional aluminum construction 630DAL). The damper 11 12 15 08 OFFICE 162 162 5 1 5 0.06 14 '150 1 14 0,09 0.9 REGISTERS, GRILLES AND DIFFUSERS PLANS SHALL HAVE A MINIMUM FLAME SPREAD RATING OF NOT OVER 25 AND A MINIMUM SMOKE DEVELOPED RATING 14 15 15 09 KITCHEN 1 266 266 0.06 16 1550 11 16 0.01 0.9 16 18 20 09 KITCHEN 2 123 123 0.06 7 50 1 7 0.15 0.9 7 8 10 HALL (WE3T) 302 302 0.06 18 100 1 18 0.'18 0.9 18 20 20 TOTAL 354 5410 354 393 410 RTU -2/3 100 GYMNASIUM 8126 4875.6 30 146 0.3 1463 9800 11 1463 0.15 1 1463 1463 1470 TOTAL 1463 9800 1463 1483 1470 RTU -4 1„s0% Q88 10 MULTIPURPOSE RM 2840 1704 120 204 5 0.06 1125 5650 1 1125 U.2U 0.9 1002 1114 1130 14 MENS RM 285 285 100 1 0.9 15 CORRIDOR 143 143 0.06 9 j 1 9 #DIV/01 0.9 9 _ 10 10 16 WOMENS RM 242 242 100 11 0.9 TOTAL 1133 5850 1133 1123 1140 RTU -5 12 PHYSICAL FITNESS RM 936 1 936 25 23 20 0.06 524 1005 1 524 0.52 1 524 524 530 TOTAL 524 1005 524 524 530 AHU-1 11 CONFERENCE RM 461 461 50 14 5 0.06 98 800 1 98 0.12 1 98 98 100 TOTAL 98 800 98 98 100 AHU-2 101 JAN/FIRE RISER RM 143 143 102 OFFICE 146 146 5 1 5 0.06 12 180 1 12 0.07 1 11 11 15 103 STORAGE 391 391 0.12 47 180 1 47 0.26 1 47 47 50 104 GAME ROOM 1317 1317 20 26 7.5 0.18 435 330 1.1 435 1.32 1 383 383 385 MEZZANINE 1632 1632 0.06 98 330 1 98 0.30 1 1 98 1 98 100 1.. :bd .. � „J .. ..:.. ,. ,",,✓ :. ,.... : "tannx:. r, ,, .. nn ..... G�,yi"M' ,� .,�„<.PKW:�R,• 4M..><.�..,„„a kR maY„l,vi.^'sb ,i :sN.., ,, �,,..., ,..p TOTAL 592 1020 k ...K �. rxk ?......m...1c, ..,. . .r. .,r x .,. ,.w. .1.-E..e.✓w,m.x.z ,m-,_ /w er.rda.�,/"�Y',.m.,..,. ,.. ,A t�w.,.?"_V 4..,,x... /.., .,..., ,., ,,,Y, . 592 Y t`i, L.. .,.., 5«°l.. Irl" 1 1 539 °,P f. Y,r6', 6" 5I ., , 1 550 n , pm n n.u...,.. .:.., NOTES: 1. BASED ON VENTILATION REQUIREMENTS FROM ASHRAE-62, TABLE 6.1 2, ACTUAL TOTAL POPULATION BASED ON ENGINEER ESTIMATE ELECTRIC DUCT HEATER SCHEDULE TAG SERVING AIRFLOW (CFM) MAX PRESSURE DROP (IN -1-120) ELECTRICAL DATA BASIS OF DESIGN V/PFI STEPS KN/ MANUF MODEL GENERAL NOTES CONTROL NOTES EDH-1 FITNESS 1005 0.1 277/1 1 6.0 SQFT length for connecting rigid or flexible duct. The diffuser shall integrate with all duct sizes A T-- LAY -IN GRID shown on the plans without affecting the face size and appearance of the unit. An inner Difference Q\ RTU -1 cone assembly shall consist of 4 cones which drop below the ceiling plane to assure 148.4 124.7 r CEILING optimal VAV air diffusion performance. The inner cone assembly shall be completely 58.6 AIR DISTRIBUTION SCHEDULE TYPE A slzE CFM CONNECTION SIZE TAG SYMBOL MOUNTING DESCRIPTION Z r N M Ceiling supply air diffusers. 4 -Cone Square. 2424 Aluminum Construction. Round a a Cooling Capacity Connection to match flex duct size. Diffuser shall consist of a precision formed back cone Grains of water/ LB Air Heating Capacity TOTAL Zone of one piece seamless construction which incorporates a round inlet collar of sufficient Sensible _Latent SQFT length for connecting rigid or flexible duct. The diffuser shall integrate with all duct sizes A T-- LAY -IN GRID shown on the plans without affecting the face size and appearance of the unit. An inner Difference Q\ RTU -1 cone assembly shall consist of 4 cones which drop below the ceiling plane to assure 148.4 124.7 r CEILING optimal VAV air diffusion performance. The inner cone assembly shall be completely 58.6 6.5 33.0 removable from the diffuser face to allow full access to any dampers or other ductwork 8126 451.6 255.2 components located near the diffuser neck. Finish shall be B12 White Powder Coat. Basis 91.0 63.9 27.1 of design is PRICE - Model ASCD_ RTU -4 3510 240.2 Ceiling return air grille. 2424 Steel Construction. Connection to match size listed on plan 81.3 -- LAY -IN tag. Grilles shall be 45 degree deflection fixed louver type with blades spaced 3/4" (19) on B .GRID 936 center. The blades shall run parallel to the (long / short) dimension of the grille. The grille 25.6 �i CEILING shall be finished in (B12 White Powder Coat/ B15 Aluminum Powder Coat). Basis of 43.9 20.0 AHU-1 design is PRICE - Model 530. 1 24.7 SEE PLANS FOR 7.1 Sidewall Supply air register. Size per plans. Steel Construction. Connection to match size 61.8 SIZE AND CFM 7.0 listed on plan tag. Registers shall be single deflection type with one set of fully adjustable 3629 1 92.9 SIDEWALL deflection blades spaced 3/4" (19) on center. The blades shall run parallel to the C 62.0 MOUNT (long/short) dimension of the registers as indicated in the outlet schedule. The integral " Above listed capacitied include Outside Air required to meet ASHRAE 62 �J volume control damper shall be or the opposed blade type and shall be constructed of cold rolled steel. The damper shall be operable from the register face. The damper shall be coated steel. The grille shall be finished in (B12 White Powder Coat / B15 Aluminum Powder Coat.) Basis of design is PRICE - Model 510D Sidewall or Surface -mount Return air register. Size per plans. Aluminum Construction. SEE PLANS FOR Connection to match size listed on plan tag. Registers shall be single deflection type with SIZE AND CFM SIDEWALL one set of fully adjustable deflection blades spaced 3/4" (19) on center. The blades shall D MOUNT run parallel to the (long/short) dimension of the registers as indicated In the outlet type OR schedule. The integral volume control damper shall be of the opposed blade and 0 SURFACE shall be constructed of cold rolled steel. The damper shall be operable from the register MOUNT face. The damper shall be coated steel. The grille shall be finished in (1312 White Powder Coat / B15 Aluminum Powder Coat.) Basis of design is PRICE - Model 630D Ceiling return air grille. 2448 Steel Construction. Connection to matchsize listed on plan LAY -IN tag_ Grilles shall be 45 degree deflection fixed louver type with blades spaced 3/4" (19) on E GRID center. The blades shall run parallel to the (long / short) dimension of the grille. The grille -' CEILING shall be finished in (1312 White Powder Coat/ B15 Aluminum Powder Coat). Basis of design is PRICE - Model 530. Ceiling exhuast air register. 16X16 Steel Construction. Connection to match size listed an plan tag. Grilles shall be 45 degree deflection fixed louver type with blades spaced LAY -IN 3/4" (19) on center. The blades shall run parallel to the (long / short) dimension of the F EZ GRID grille. The Integral volume control damper shall be of the opposed blade type and shall be CEILING constructed of Cold rolled steel (optional aluminum construction 630DAL). The damper shall be operable from the register face. The damper shall be coated steel (mill finish aluminum 630DAL). The grille shall be finished in (B12 White Powder Coat / B15 Aluminum Powder Goat). Basis of design is PRICE - Model 530D. (For mounting in a 24X24 grid, provide panel mount) - REGISTERS, GRILLES AND DIFFUSERS PLANS SHALL HAVE A MINIMUM FLAME SPREAD RATING OF NOT OVER 25 AND A MINIMUM SMOKE DEVELOPED RATING OF NOT OVER 50 AND SHALL BE IN COMPLIANCE WITH SECTIONS 603.15 AND 603.15.1 OF. GRILLES, REGISTERS OR DIFFUSERS SHALL BE EQUIPPED WITH BALANCING DAMPERS WHERE BALANCING DAMPERS HAVE NOT BEEN INDICATED ON BRANCH DUCTS. CALL TOM EDWARDS AT STAN WEAVER FOR ORDERING AND OTHER INFORMATION_ 1-800-515-9244 millan engineering mechanical. electrical. plumbing 925 South Sernoran Blvd, Suite 100 Winter Park, Florida Phone: 407 678.2055 Fax: 407.6782088 Cortificate of Authorization /#26271 THESE ODCOMENTS ANO TMR 006N14 ARE THE PROPeTTI' Of WM ENOINMM ANO AAE ISSUED ONLY " RIE PWM PROAU NOTED ON THESE MCUMEMTS. AMY RVMONS, RE11t09lN;RONS OR NOOMA "S OF THESE OOGUMEHTS VATHOOT THE EXPRESS HNHTEN CONSENT Or wam EMINU M 15 PROI%OREO ISY LAY, Part #452763 �r installation, Op►eratin andCI GREENH Maintenance Instructions for FD, DFD, FD, SSDFD, & KFD MODELS TD,I)FD, SSFD,,& KFD models are intended for installation in accordance with tite,damper requirements established by: National Fire Proteotion Association c�, U5 NFPA Standard 9 O BOCA National: Building Codes ICBQ Uniform Building Codes S13CCI Standard Building Codes GSFNI California; State Fire Marshal Fite Ownper Listing (43225-0981:102 & 3226-09 1!1 g7) New York City (BSA/MEA listing 9260-91-M) "UL,CLASSIFIEp (see complete marking on product)" "UL CLASSIFIEQ to Canadian safety standards (see complete marking on product),, UL Standar;d 555 (Listing 4R13317) Vertical mount - j-1,411 Of tYSir , 1 t 1 T a9. r f,r r t� Typo Tt u" a t tt 51 ll Gc, . 42'P. 1 lorixontal Mount - � s4�r 3 � � oovo R t21, li,q a.npl,s s"u s"uw,r a - ` 1,ae J.ctli,'32 A$,, VnIYp',3f8 Rt-br9, C6"ip�'r. I OI k✓iJ lY'l .Iter' .,vxirtir;4na CrIlN )way', --F-D� c1 cwoU Ul'.n.0 Fi j: 1: type A Flu. 1: lYu d Ei i p4O, CU, Ct1, 3 R When dampers installed horizontally; the ramp must be positioned.up as shown in ahove drawings,: 11/2 and 3 Hour Curtain Fire Dampers Vertical and Horizontal Mount tln cxuc as "r.�.ro,v' FBC 13-407.1.ABC.1 HVAC Sizing Calculations r ,I raawT��r.� Project Name/Owner Project Address Sizing method used Outdoor Dry bulb used Outdoor wet bulb used Indoor Dry Bulb Max RH used Sanford Community Center Sanford, FI Peak load sizing 92.3 F 79.2 F 75.0 F r 60% %RH � Z r N M a a a Cooling Capacity III C.) Grains of water/ LB Air Heating Capacity TOTAL Zone Area Total Sensible _Latent SQFT MBH MBH MSH Entering Leaving Difference (MBH) RTU -1 22`24 148.4 124.7 r 23.7 65.1 58.6 6.5 33.0 RTU -2 & RTU -3 8126 451.6 255.2 196.4 91.0 63.9 27.1 90.2 RTU -4 3510 240.2 152.9 81.3 83.0 61.9 21.1 56.0 RTU -5 936 50.0 25.6 24.4 106.9 63.0 43.9 20.0 AHU-1 461 1 24.7 17.6 1 7.1 76.8 61.8 15.0 7.0 AHU-2 3629 1 92.9 60.8 1 32.1 81.9 62.0 1 19.9 40.0 " Above listed capacitied include Outside Air required to meet ASHRAE 62 millan engineering mechanical. electrical. plumbing 925 South Sernoran Blvd, Suite 100 Winter Park, Florida Phone: 407 678.2055 Fax: 407.6782088 Cortificate of Authorization /#26271 THESE ODCOMENTS ANO TMR 006N14 ARE THE PROPeTTI' Of WM ENOINMM ANO AAE ISSUED ONLY " RIE PWM PROAU NOTED ON THESE MCUMEMTS. AMY RVMONS, RE11t09lN;RONS OR NOOMA "S OF THESE OOGUMEHTS VATHOOT THE EXPRESS HNHTEN CONSENT Or wam EMINU M 15 PROI%OREO ISY LAY, Part #452763 �r installation, Op►eratin andCI GREENH Maintenance Instructions for FD, DFD, FD, SSDFD, & KFD MODELS TD,I)FD, SSFD,,& KFD models are intended for installation in accordance with tite,damper requirements established by: National Fire Proteotion Association c�, U5 NFPA Standard 9 O BOCA National: Building Codes ICBQ Uniform Building Codes S13CCI Standard Building Codes GSFNI California; State Fire Marshal Fite Ownper Listing (43225-0981:102 & 3226-09 1!1 g7) New York City (BSA/MEA listing 9260-91-M) "UL,CLASSIFIEp (see complete marking on product)" "UL CLASSIFIEQ to Canadian safety standards (see complete marking on product),, UL Standar;d 555 (Listing 4R13317) Vertical mount - j-1,411 Of tYSir , 1 t 1 T a9. r f,r r t� Typo Tt u" a t tt 51 ll Gc, . 42'P. 1 lorixontal Mount - � s4�r 3 � � oovo R t21, li,q a.npl,s s"u s"uw,r a - ` 1,ae J.ctli,'32 A$,, VnIYp',3f8 Rt-br9, C6"ip�'r. I OI k✓iJ lY'l .Iter' .,vxirtir;4na CrIlN )way', --F-D� c1 cwoU Ul'.n.0 Fi j: 1: type A Flu. 1: lYu d Ei i p4O, CU, Ct1, 3 R When dampers installed horizontally; the ramp must be positioned.up as shown in ahove drawings,: 11/2 and 3 Hour Curtain Fire Dampers Vertical and Horizontal Mount tln cxuc as "r.�.ro,v' r ,I raawT��r.� t If ta(UM.14 ,dY X � Z f �-�IScra. Tyle.r,.(-O,t.n&R to hJ 500 West Ftrltort Street Sanford, Florida 32771 P. U. Box 2808 Samford, Floritla 32772-2808 l'ftone 407 322-6841 Fax 407 330-0689 Certifivate of Authorizatioti No. AA26000920 Zoos Engineers Surveyors Architects Planners Lantlseape Architects Ercvironrriental Scientists Construction Managetrtent Desigrtll3uild P •of Record y - 2008 Mife:;h K. rrnar:t, PE - 527/r• 2 (iL ) COI I I ' I I m IrA 0 1�. � Z r N M a a a O III C.) Q _J Z a rW r 000 >. U o Q Q Z o Q n a ro -0 70 � Fn 0 a W 0 (1) 2Z CL.c� 0 °� O-5 .0 o) IrA 0 1�. � Z r N M a a a ® O LL Z LL III C.) Q _J Z a rW r 000 >. U o Q Q Z o Q n a ro -0 70 � Fn 0 a W 0 (1) 2Z CL.c� 0 °� O-5 .0 o) Q ) iL L Sheet NO. 1�. LLI _J L..., W Q U ® O LL Z LL III C.) Q _J Z a rW r 000 >. U O LA. O z Z Q L Sheet NO. C 2 milan engineering rnechaikal . electrical . plumbing 925 South Semaran Blvd, Suite 100 Winter Park, Florida HVAC PLAN L__ 0 4' 8' 16' 24' 1/8" = 1'—p,r NORTH NEI Sanford, l=loridti 32771. 11. U. flux 2808 Sanford, Florida 32772-2808 .Phone 407322-684:1 Fax 407330-0639 Certificate of Authorization No. AA26000926 c 2008 Engineers Suroeyors Architects Planners Landscape Architects Environtnental Scientists Construction Management Design/;Build r:rngin PC ( -.)f Kec rl 1 GMay - 2008 W in u 10 0 W z Q Q Q a � o 0 W �. 4L, Q S� O W 70 .L2 70 a) W U W ,v3 � ro �? a ci z a) 10 0 W z Q Q Q z o 0 W �. 4L, Q S� O W 70 .L2 70 a) W U W ,v3 ro �? a ci z W ❑ C) U <f, u) ❑ -) LL' Sheet No. w F.. 0 W �. 4L, Q a O o W U W ,v3 LL z d Sheet No. GENERAL SPECIFICATIONS & NOTES 1. THE ELECTRICAL WORK IS SUBJECT TO ALL OF THE PURCHASER'S TERMS, CONDITIONS AND SPECIFICATIONS, INCLUDING WORKMANSHIP, 2. GENERAL WORK PRACTICES FOR ELECTRICAL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NECA 1-2006 (OR LATER REVISION) "STANDARD FOR GOOD WORKMANSHIP IN ELECTRICAL CONSTRUCTION" (ANSI), 3. IT IS THE INTENT OF THESE ELECTRICAL DRAWING SHEETS TO CALL FOR FINISHED WORK; TESTED, AND READY FOR OPERATION. FOR THE ELECTRICAL WORK, "PROVIDE" IS AN ALL-INCLUSIVE TERM REQUIRING CONTRACTOR TO PROCURE, FABRICATE, FURNISH, INSTALL, MOUNT, WIRE, CONNECT AND SUPPLY ALL MATERIAL AND LABOR NECESSARY TO COMPLETE THE WORK TO THE ACCEPTANCE OF THE OWNER AND THE AUTHORITY HAVING JURISDICTION (AHJ). 4. ALL MATERIAL PROVIDED BY THE CONTRACTOR SHALL BE NEW AND FREE OF DEFECTS, LISTED/LABELED FOR THE INTENDED PURPOSE BY UNDERWRITERS LABORATORY (UL) OR OTHER ORGANIZATION THAT IS ACCEPTABLE TO THE AHJ, 5. ALL MATERIAL SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS. UON, 6. CONTRACTOR SHALL INSPECT SITE FOR FIELD VERIFICATION OF ALL ASPECTS OF THE WORK PRIOR TO BIDDING. 7, ALL DISCREPANCIES ON DRAWING SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING PRIOR TO SUBMISSION OF BIDS. CONTRACTORS SUBMISSION OF A BID CONSTITUTES ACCEPTANCE OF ALL CONDITIONS INCLUDING FIELD CONDITIONS. 8. THE CONTRACTOR SHALL OBTAIN AND FURNISH ALL REQUIRED PERMITS AND ARRANGE FOR ALL REQUIRED INSPECTIONS, THE CONTRACTORS BID SHALL INCLUDE COST OF ALL REQUIRED PERMITS AND FEES, INCLUDING UTILITY FEES. 9. THE ELECTRICAL SHEETS ARE DIAGRAMICAL IN NATURE AND INDICATE THE GENERAL LOCATION OF OUTLETS, EQUIPMENT, AND THE CIRCUIT ARRANGEMENT OF THE REQUIRED WIRING, ALTHOUGH THE DRAWINGS DO NOT NECESSARILY INDICATE THE ACTUAL ROUTES OF CONDUITS, WHERE INDICATED, THEY SHALL BE FOLLOWED AS CLOSELY AS PROPER COORDINATION WITH THE WORK OF OTHER TRADES AND SPACE WILL PERMIT, WHERE CONDUIT RUNS ARE NOT SHOWN ON THE DRAWINGS, COORDINATE CONDUIT RUNS WITH THE WORK OF OTHER TRADES AND STRUCTURE, SIMPLIFY INSTALLATION WHEREVER POSSIBLE, BUT SUBJECT TO APPROVAL BY THE ARCHITECT FOR VISUAL AND STRUCTURAL REASONS. IT IS NOT WITHIN THE SCOPE OF THE DRAWINGS TO SHOW ALL NECESSARY OFFSETS, BENDS, PULL BOXES, AND OBSTRUCTIONS, THE DRAWINGS ARE NOT INTENDED TO BE SCALED, REFER TO THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, IN CASE OF DISCREPANCY BETWEEN ELECTRICAL AND ARCHITECT SHEET SET FOR MOUNTING ELEVATIONS OR REFLECTED CEILINGS, FOLLOW ARCHITECT SHEETS, 10. MAINTAIN ON THE JOB SITE, IN GOOD CONDITION, ONE SET OF UP-TO-DATE ELECTRICAL DRAWINGS, PROGRESSIVELY, NEATLY, LEGIBLY, AND EXACTLY RECORD ON THESE DRAWINGS THE LOCATION OF ALL CONCEALED CONDUIT RUNS AND ALL WORK WHICH IS INSTALLED DIFFERENTLY THAN IN THE LOCATION AND MANNER INDICATED ON THE DRAWINGS. ON COMPLETION OF THE WORK, THE DRAWINGS SHALL BE TURNED OVER TO THE ARCHITECT FOR APPROVAL AND POSSESSION AS A PERMANENT AND COMPLETE RECORD DOCUMENT OF THE ELECTRICAL WORK. 11, WHEN FOLLOWED BY THE PHRASE "OR EQUAL", SPECIFIC MANUFACTURERS PRODUCTS ARE USED AS AS A BASIS OF DESIGN, ALTERNATE PRODUCT MAY BE PROVIDED IF APPROVED "AS EQUAL" BY THE ENGINEER OF RECORD AND THE AHJ. 12. FOR ALL ELECTRICAL & COMMUNICATIONS DEVICES AND CIRCUITS, CONTRACTOR SHALL FIELD VERIFY WITH OWNER AND COORDINATE WITH ALL OTHER TRADES FINAL LOCATIONS) PRIOR TO ROUGHT IN. 13, PRIOR TO FINAL ACCEPTANCE, CLEAN ALL SWITCHES, CABINETS, DEVICE PLATES, FIXTURES, AND OTHER ITEMS FURNISHED UNDER THIS CONTRACT,AND ENSURE THAT ALL PANELBOARD DIRECTORIES ARE IN PLACE AND COMPLETED OR REVISED AS REQUIRED BY THE WORK, AND THAT ALL MARKING AND IDENTIFICATION OF ALL EQUIPMENT, JUNCTION BOXES, AND OTHER ITEMS IS COMPLETED, REPAIR OR REPLACE, AS DIRECTED BY THE OWNER, ANY ITEMS DAMAGED DUE TO INSTALLATION OR RELOCATION OF EQUIPMENT OR DEVICES AT NO ADDITIONAL COST TO THE OWNER, 14. UPON THE COMPLETION OF THE WORK, THE ENTIRE ELECTRICAL SYSTEM SHALL BE TESTED AND SHALL BE SHOWN TO BE IN PROPER WORKING CONDITION IN ACCORDANCE WITH THE INTENT OF THE SPECIFICATIONS AND DRAWINGS, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE ALL SYSTEMS READY FOR OPERATION AND TO HAVE AN ELECTRIAN AVAILABLE TO OPERATE SAME IN ACCORDANCE WITH OR UNDER THE SUPERVISION OF THE ARCHITECT/ENGINEER AND OR AHJ. THE CONTRACTOR SHALL BE AVAILABLE TO ASSIST IN REMOVAL OF PANEL FRONTS. ECT. TO PERMIT INSPECTION AS REQUIRED. 15. ALL WORK SHALL MEET OR EXCEED THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE (NFPA 70), LOCAL ORDINANCES AND THE AUTHORITY HAVING JURISDICTION, CABLE, METAL CLAD (Mfa THE USE OF METAL CLAD CABLE (MC) IS PERMITTED WHEN PROVIDED IN ACCORDANCE WITH ARTICLE 330 OF THE NEC. CABLE, NONMETALLIC SHEATHED (NM) THE USE OF NONMETALLIC SHEATHED CABLE (NM) IS PERMITTED WHEN PROVIDED IN ACCORDANCE WITH ARTICLE 334 OF THE NEC. COMMUNICATION & DATA CIRCUITS FOR TELEPHONE, DATA AND TELEVISION OUTLETS, PROVIDE LISTED RECESSED LISTED SINGLE GANG JUNCTION BOX WITH ASSOCIATED MUD RING AND BLANK WHITE PLATE. PROVIDE J" EMPTY EMT CONDUIT WITH NYLON PULL STRING TO ABOVE ACCESSIBLE CEILING. UON. CONDUCTOR, COPPER INSULATED PROVIDE 600VAC INSULATED CONDUCTOR, COPPER, INSULATION TYPE THHN/THWN-2, PER ARTICLE 310 OF NEC. MINIMUM CONDUCTOR SIZE SHALL BE # 12 AWG. SIZE #12 AND # 10 SHALL BE SOLID COPPER, SIZE # 8 AND LARGER SHALL BE STRANDED COPPER. UON. CONDUCTOR, ALUMINUM INSULATED FOR SERVICE LATERAL AND FEEDER CIRCUITS) ONLY, CIRCUIT DEFINITION PER ARTICLE 100 OF NEC, ALUMINUM CONDUCTOR MAY BE USED LIEU OF COPPER CONDUCTOR. PROVIDE 600VAC INSULATED AL CONDUCTOR, XHHW-2 INSULATION, ALCAN STABILOY OR EQUAL, COMPACT STRANDED. SIZE ALUMINUM CONDUCTOR TO EQUAL CURRENT CARRYING CAPACITY OF COPPER CONDUCTOR. INCREASE CONDUIT SIZE AS REQUIRED, CONDUCTOR, EQUIPMENT GROUNDING FOR EACH BRANCH CIRCUIT AND FEEDER CIRCUIT, PROVIDE EQUIPMENT GROUNDING CONDUCTOR PER TABLE 250.122 AND ARTICLE 250 OF THE NEC. BOND AS REQUIRED. UON. CONDUCTOR, GROUNDING ELECTRODE AT SERVICE ENTRANCE, PROVIDE GROUNDING ELECTRODE CONDUCTOR PER TABLE 250.66 AND ARTICLE 250 OF THE NEC UON. CONDUIT SIZE PROVIDE MINIMUM CONDUIT OF 2" TRADE SIZE; PROVIDE MAXIMUM CONDUIT OF 4" TRADE SIZE. FOR UNDERGROUND/BELOW GRADE SERVICE LATERAL OR FEEDER CIRCUIT, PROVIDE SETS OF MINIMUM CONDUIT OF 2 " TRADE SIZE, AND MAXIMUM 4" TRADE SIZE. UON. CONDUIT, INTERIOR USE PROVIDE IMC (ARTICLE 342), RMC (ARTICLE 344), FMC (ARTICLE 348), LFMC (ARTICLE 350), RNC (ARTICLE 352), EMT ARTICLE 358, FMT (ARTICLE 360) OR ENT (ARTICLE 362) OF THE NEC, AS APPLICABLE. ALL CONDUCTORS SHALL BE INSTALLED IN CONDUIT. UON, CONDUIT, EXTERIOR & UNDERGROUND USE EXTERIOR, ABOVE GRADE, PROVIDE RMC (ARTICLE 344), LFMC (ARTICLE 350) OR RNC, MINIMUM SCHEDULE 80 PVC, (ARTICLE 352) OF THE NEC, AS APPLICABLE, BELOW GRADE, PROVIDE RNC MINIMUM SCHEDULE 40 PVC (ARTICLE 352) WITH LONG RMC SWEEPS, AS APPLICABLE, ALL CONDUCTORS SHALL BE INSTALLED IN CONDUIT. UON, CONDUIT, EMPTY RUNS (EC) EMPTY CONDUIT RUNS SHALL BE CAPPED AT EACH END AND CONTAIN A NYLON PULL STRING, UON, DUCT SMOKE DETECTORS DUCT SMOKE DETECTORS ARE PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR. THIS INCLUDES ASSOCIATED REMOTE TEST SWITCH, SUBMITTALS PROVIDE 6 -SETS (EACH) OF MANUFACTURER'S DATA, 0&M MANUALS, ELECTRICAL DATA, DIMENSIONAL DATA AND CLEARANCES, CONNECTION DATA, COLOR SAMPLES (IF REQUIRED), AND TEST DATA FOR THE FOLLOWING: CONDUCTORS, WIRES, CABLE, CONNECTORS RACEWAY, FITTINGS, LIGHTING FIXTURES, PANELS, SWITCHBOARDS, TRANSFORMERS, GENERATORS, UPS, WIRING, DEVICES, WIRING DEVICE PLATES AND ANY DEVICES AS APPLICABLE TO THE PROJECT, THE SUBMITTALS SHALL BE MAKE AVAILABLE WITHIN THE FIRST 10 WORKING DAYS AFTER NOTICE TO PROCEED HAS BEEN RECEIVED BY THE CONTRACTOR, IN ANY EVENT, SHOP DRAWINGS MUST BE SUBMITTED AND APPROVED PRIOR TO ORDERING OF EQUIPMENT, ENGINEER WILL REQUIRE 7 WORKING DAYS TO REVIEW DRAWINGS. ANY ITEM FURNISHED AND/OR INSTALLED WITHOUT THE BENEFIT OF REVIEW AND ACCEPTANCE FOUND TO BE DEFICIENT SHALL BE SUBJECT TO REPLACEMENT AT THE DIRECTION OF THE ENGINEER AND AT THE CONTRACTOR'S SOLE EXPENSE. EMERGENCY FIXYURES EXIT SIGNS & NIGHT LIGHTS ALL EMEGRENCY FIXTURES AND EXIT SIGNS SHALL BE CONNECTED TO AN UNSWITCHED BRANCH CIRCUIT, THE BRANCH CIRCUIT USED SHALL BE THE SAME CIRCUIT THAT PROVIDES NORMAL LIGHTING IN THAT AREA. ALL NIGHT LIGHT FIXTURES SHALL BE CONNECTED TO AN UNSWITCHED BRANCH CIRCUIT, FIRE -STOP SYSTEMS PROVIDE APPLICABLE FIRE -STOP SYSTEMS TO ALL ELECTRICAL PENETRATIONS OF FIRE RATED WALL, CEILINGS AND FLOORS TO RESTORE AND MAINTAIN STRUCTURAL FIRE RATING. UON. LIGHT FIXTURES PROVIDE LIGHT FIXTURES AND LAMPS AS LISTED IN THE LIGHT FIXTURE SCHEDULE, THE LETTER LOCATED NEAR THE LIGHT SYMBOL IS THE TYPE LETTER OF THE SCHEDULE. UON. NON -FUSIBLE SAFETY SWITCH WHERE INDICATED IN THE ELECTRICAL SHEET SET, PROVIDE NON -FUSIBLE, SINGLE THROW SAFETY (DISCONNECT)SWITCH, EATON TYPE DH OR EQUAL. PROVIDE 30A, 60A, 100A, OR 200A FRAME AS REQUIRED TO MATCH ASSOCIATED BRANCH CIRCUIT OVERCURRENT DEVICE POLES AND AMPERE RATING. UON. WIRING QEEII ES PROVIDE WALL SWITCHES, RECEPTACLES AND OTHER WIRING DEVICES PER NEMA DEFINITION AS MANUFACTURED BY LEVITON OR EQUAL, COMMERCIAL GRADE COMPLETE WITH MATCHING NON-METALLIC FACEPLATE. DEFAULT COLOR IS WHITE. COORDINATE WITH OWNER ANY SPECIFIC COLOR REQUIREMENTS, WHERE NECESSARY, PROVIDE MATCHING PLUG. UON. WIRING BOXES PROVIDE OUTLET, RECEPTACLE, DEVICE, PULL AND JUNCTION BOXES, CONDUIT BODIES & FITTINGS IN ACCORDANCE WITH ARTICLE 314 OF THE NEC, LABEL ALL JUNCTION BOXES WITH RESPECTIVE PANELBOARD NAME AND CIRCUIT NUMBER(S). DO NOT INSTALL BACK-TO-BACK BOXES ON ANY PARTITION. UON. ROOF PENETRATIONS FLASH AND SEAL ALL CONDUIT ROOF PENETRATIONS TO PROVIDE WEATHERPROOF SEAL. COORDINATE WITH OTHER TRADES. UON, FULLY RATED PROTECTION FOR THE ELECTRICAL DISTRIBUTION SYSTEM SPECIFIED HEREIN, ALL OVERCURRENT DEVICES SHALL BE RATED FOR THE FULL PROSPECTIVE SHORT CIRCUIT CURRENT AT THEIR LINE SIDE TERMINALS THROUGHOUT THE SYSTEM UON. SERIES RATED PROTECTION THE CONTRACTOR MAY EMPLOY SERIES RATED PROTECTION IF AND ONLY IF THE PROPOSED PROTECTION IS IN FULL COMPLIANCE WITH ALL UL AND NEC REQUIREMENTS CONCERNING SUCH PROTECTION, THE PROPOSED PROTECTION IS DOCUMENTED IN WRITING BY THE EQUIPMENT MANUFACTURER, AND THE PROPOSED SERIES PROTECTION SYSTEM IS PRE -APPROVED BY THE ENGINEER OF RECORD AND APPROVED BY THE AHJ. UP -OVER -DOWN FUSE APPLICATION THE CONTRACTOR SHALL NOT EMPLOY ANY UP -OVER -DOWN METHOD OF PROTECTION SIZING A CURRENT LIMITING FUSE THAT PROTECTS A DOWN STREAM MOLDED CASE CIRCUIT BREAKER. COMMON ABBREVIATION LIST A AMPERE AF AMPERE FRAME AFC AVAILABLE FAULT CURRENT AFCI ARC FAULT CIRCUIT INTERRUPTER AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AHU AIR HANDLER UNIT (HVAC) AHJ AUTHORITY HAVING JURISDICTION AIC AMPERE INTERRUPTING CAPACITY AT AMPERE TRIP AWG AMERICAN WIRE GAUGE BKR BREAKER C CONDUIT OR CONDUCTOR CB CIRCUIT BREAKER CLG CEILING CO CONDUIT ONLY CPT CONTROL POWER TRANSFORMER CU CONDENSING UNIT (HVAC), COPPER DS DISCONNECT (SAFETY) SWITCH EC EMPTY CONDUIT EF EXHAUST FAN EL EMERGENCY LIGHT (UNSWITCHED) ELE ELECTRICAL, ELECTRIC EM EMERGENCY EMT ELECTRICAL METALLIC TUBING ENT ELECTRICAL NONMETALLIC TUBING EWH ELECTRIC WATER HEATER FBG FLORIDA BUILDING CODE FDS FUSED DISCONNECT (SAFETY) SWITCH FLOUR FLOURESCENT FMC FLEXIBLE METAL CONDUIT FMT FLEXIBLE METAL TUBING GND GROUND (ELECTRICAL) GEN GENERATOR GFI GROUND FAULT INTERRUPTER GWH GAS WATER HEATER HH HAND HOLE HID HIGH INTENSITY DISCHARGE LIGHT HP HORSE POWER HPS HIGH PRESSURE SODIUM LIGHT HZ HERTZ (ELECTRICAL) ICAN ICANDESCENT LIGHT ICCB INSOLATED CASE CIRCUIT BREAKER IGND ISOLATED GROUND IMC INTERMEDIATE METAL CONDUIT JB JUNCTION BOX KCMIL THOUSAND CIRCULAR MILS KVA KILOVOLT -AMPERE KW KILOWATT KWH KILOWATT-HOUR LTG LIGHT, LIGHTING LFMC LIQUIDTIGHT FLEXIBLE METAL CONDUIT LFNC LIQUIDTIGHT FLEXIBLE NONMETALLIC CONDUIT MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MCCB MOLDED CASE CIRCUIT BREAKER MDP MAIN DISTRIBUTION PANEL MH METAL HALIDE LIGHT, MAN HOLE MLO MAIN LUGS ONLY N, NEUT NEUTRAL (ELECTRICAL) NEC NATIONAL ELECTRICAL CODE) NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSN, NFPA NATIONAL FIRE PROTECTION ASSOCIATION NL NIGHT LIGHT (UNSWITCHED) P POLE PB PULL BOX PGB POWER CIRCUIT BREAKER PH PHASE (ELECTRICAL) PNL PANEL PNLB PANELBOARD PVC PLASTIC CONDUIT PWR POWER (ELECTRICAL) RCPT RECEPTACLE RMC RIGID METAL CONDUIT RNC RIGID NONMETALLIC CONDUIT RTU ROOF TOP UNIT (HVAC) SD SMOKE DETECTOR SF SUPPLY FAN SH SHIELDED SW SWITCH SWBD SWITCBQARD TEL TELEPHONE TTB TELEPHONE TERMINAL BOARD UG UNDERGROUND UL UNDERWRITERS LABORATORY UPS UNINTERRUPTABLE POWER SUPPLY LION UNLESS OTHERWISE NOTED V, VAC VOLT, VOLT AC W WATT WP WEATHERPROOF XFMR POWER TRANSFORMER I NOT ALL ABBREVIATIONS ARE USED IN EVERY DESIGN milan engineering mechanical . eleclrical . plurnhiny 925 South Semoran Blvd, Suite 100 Winter Park, Florida Plione. 407.678.2055 Fax: 407.678.2088 Certificate of Authorization 426271 COMMON SYMBOL LEGEND DUPLEX RECEPTACLE, NEMA 5-20R, MOUNT 18" AFF UON. DUPLEX RECEPTACLE, NEMA 5-20R, MOUNT 42" AFF UON. DUPLEX RECEPTACLE, NEMA 5-20R, SPLIT WIRE, MOUNT 42" AFF UON, ® DUPLEX RECEPTACLE, NEMA 5-20R, FLUSH CEILING MOUNT UON. QUAD RECEPTACLE, 2 OF NEMA 5-20R, MOUNT 18" AFF UON. QUAD RECEPTACLE, 2 OF NEMA 5-20R, MOUNT 42" AFF UON, 0 SINGLE RECEPTACLE, NEMA 6-30R, MOUNT AS REQUIRED ® SINGLE RECEPTACLE, NEMA 14-30R, MOUNT AS REQUIRED 0 SINGLE RECEPTACLE, NEMA 14-50R, MOUNT AS REQUIRED WALL SWITCH, SINGLE POLE, 125/277VAC, 20A, MOUNT 48" AFF UON, $3 WALL SWITCH, THREE WAY, 125/277VAC, 20A, MOUNT 48" AFF UON. $4 WALL SWITCH, FOUR WAY, 125/277VAC, 20A, MOUNT 48" AFF UON. $D WALL SWITCH, DIMMER, 125/277VAC, 150OW, MOUNT 48" AFF DON. $m MANUAL MOTOR STARTER, 125/277VAC, 20A, MOUNT 48" AFF LION. TELEPHONE OUTLET �J DATA OUTLET �] COMBINATION TELEPHONE & DATA OUTLET Q TELEVISION OUTLET ELECTRICAL MAIN DISTRIBUTION PANELBOARD OR SWITCHBOARD ELECTRICAL PANELBOARD SURFACE MOUNT ELECTRICAL PANELBOARD FLUSH MOUNT ELECTRICAL FAN so SMOKE DETECTOR (NOT PART OF FIRE ALARM SYSTEM) EI-) DOORBELL WITH TRANSFORMER AND CHIME ® REMOTE SHUNT TRIP DEVICE IN "BREAK GLASS" WEATHERPROOF BOX Lz FUSED SAFETY (DISCONNECT) SWITCH to SAFETY (DISCONNECT) SWITCH, NON-FUSED Q JUNCTION BOX: SIZED PER NEC RACEWAY CONCEALED ABOVE CEILING OR IN WALLS RACEWAY CONCEALED BELOW FLOOR OR FINISHED GRADE 0- A- WIRING HOME RUN: LETTER INDICATES PANEL; NUMBER IS BRANCH CIRCUIT(S) -1- GROUND �I SURFACE MOUNTED STRIP LIGHT FIXTURE SURFACE, RECESSED OR PENDANT MOUNTED LIGHT FIXTURE SURFACE, RECESSED OR PENDANT MOUNTED LIGHT FIXTURE Q❑ SURFACE, RECESSED OR PENDANT MOUNTED LIGHT FIXTURE ® STRIPED SHADING INDICATES NIGHT LIGHT FIXTURE (UNSWITCHED) ® SOLID SHADING INDICATES EMERGENCY LIGHT FIXTURE (UNSWITCHED) COMBINATION NIGHT LIGHT & EMERGENCY LIGHT FIXTURE (UNSWITCHED) WALL MOUNTED EMERGENCY LIGHT WITH BATTERY (UNSWITCHED) 0 a WALL MOUNTED EXIT LIGHT, SOLID QUADRANT INDICATES FACE (UNSWITCHED) 0 SURFACE, RECESSED OR PENDANT MOUNTED DOWN LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE SPOT LIGHT, ARROW INDICATES AIMING DIRECTION FULL CUT-OFF WALL MOUNTED EXTERIOR WALL FIXTURE TRACK LIGHT SYSTEM BATHROOM LIGHT NOT ALL SYMBOLS ARE USED IN EVERY DESIGN ELECTRICAL DESIGN IN ACCORDANCE WITH 2005 NATIONAL ELECTRIC CODE (NEPA-70), AS INCORPORATED BY THE 2004/2006 FLORIDA BUILDING CODE AND 2004 EDITION OF THE FLORIDA FIRE PREVENTION CODE. R OONTM PRE THE ANO AM ARE IMM ONLY NQTW ON THEME nomov"W5 on GUMM re1HM THE Or MRPN E"91"U TNO IB 11ml- 500 West.Falton Street Sanford, Florida 32771 P. 0. Box 2808 Sanford, Florida 32772-2808 .Phone 407 322-6841 Fax 407 330-0639 Certificate of Authorization No. AA26000926 C 2008 Engineers Surveyors Architects Planners Landscape Architects Environmental Scientists Const -motion Management .Design /.Hui ld in Uaigineer of Record '12 - May - 2008 X8531 •l�h esh-1�" nSiart'�'I.�52-7-72'(E'L-) Ill C W .j Sheet No. w o z W 0 (D 0 a O C ow z CL LL. w o 0 ai M Z 3 z LL o ai 0�� 0 0 U U LL Q (n -oi LL Sheet No. w z W z 0 O z z CL LL. w Ci 0 00® z LL 0�� 0 LL z Q W Sheet No. I milan engineering MEN mechanical , electrical . plumbing i 025 South Sernoran Blvd, Suite 100 Winter Park, Florida Phone: 407.678.2055 _- - Fax: 407.678.2088 Certificate of Authorization #26271 500 WestFtdtonStreet NM oT ON W wo nmR co NO A ua THE Sanford, Florida 32771 PROL-1 0 FOR THE E � ula;T NM ON Nrro a+o THESE a+crBox280.5 i+vo pRnQOf TRese oa AIFMM TATKOT TNc d, C7. rida 327 OgGWZHIS MIY RCV61Cf13. RCF1UlOOC110N5 OR E)"ES9 WWFN CONSENT OF NRfN EW"EMM Ni Sanford, l-loI^ida 327T1-2808 H-13:15:17 f/ Pi011O M0 �r `M"' Phone 407 322-6841 Fax 407 330-0639 CU -2 CU -3 AHU-2 if Certificate No.AA26r000926� on C 2008 AINEngineers H-19:21 _--~ WP H-2 :29 Surveyors L-37 GFIArchitects U-4' _4- >=a —{ ,.__.��t __ — _ 1--��- _� C.'_".__ Planners H _ 7 L-31 Landscape Architects ij AN, / R�QM RISE L-35 L-12 Environmental Scientists j �EWH-21 L-29 J Construction H RODM "Imag lrlent TOi �; _ ELECTRICAL POWER SECOND FLOOR PLAN RT ® SAREAGE Designl_►;taild 2 Irnginee r 0C Recocd 0 4' 8' 16 24' OFFICE 8 1 " = 1'-0" L-25 � ® 12 - nnay - zaos I —L-27 139 L- 33 _ .—.-- x i:�s'1'c�t=bnTact 1'�B--5-2;77Z 1?} L--19 ML7 UQ 2"C ca co L-5 ELECTRICAL POWER PLAN 0 4' 8' 16' 24' 1/8" = 1'-0" NORTH 480/277V F11 3PH, 4W / STING POLE )UNTED XFMR, U(TYP) SCORE BOARD -SCORE BOARD L-7 L-9 L-21 L-11 n u 0 D Z `� aaa Z a w 'o ij 0) o C0 O 07 rn m a .-a o -0 O U N U U `Z O O O ¢ c`n u Sheet Na. 0 D Z `� aaa Z U U 'o ij 0) o C0 O 07 m a .-a o -0 O U N U U `Z O O O ¢ c`n LL Z w I"' Q Z ®I (L W w W ®2 O Z 0 LL. Q V 000 V z � V ® Q � V W O LL W Q Sheet Na. EM — EM O (11� — �11-37 EM (L-1 � NORTH milan engineering MEN mechanical. electrical . plumbing 925 South $emvran Blvd, Suite 100 Winter Park, Florida Phone: 407.678.2055 Fax: 407.678.2088 Cortificato of Authorization #26271 -HOE OOCIIM M AND THEIR COMMS ARE THE PROPERTY OF MUM EMNEERMO PND ANC 13%U OILY FOR THE 6PEUM PftMUf NOTED ON THESE DOCOMLNES. ANY NL 'w.i QM1 REPROD GHWB OR MOOF1CAMM OF IWM DOCOMENTS WHIM THE "m YNMIEN CONSENT OF WAAH ENGWEERMG IS MOMDIIED 8Y UW, 7 jh 500 West-F'niton Street Sanford, Florida 32771 P. O. Box 2808 Sanford, Florida 32772-2808 Phone 407 322-6841 Fax 407 330-0639 Certificate of Autitorizatim No. AA26000926 101101101 Engineers Surveyors Architects Planners Landscape Architects Environmental Scientists Construction Managetnen t Design/,tiuild Engineer of Record 12 - May - 2008 EM — EM O (11� — �11-37 EM (L-1 � NORTH milan engineering MEN mechanical. electrical . plumbing 925 South $emvran Blvd, Suite 100 Winter Park, Florida Phone: 407.678.2055 Fax: 407.678.2088 Cortificato of Authorization #26271 -HOE OOCIIM M AND THEIR COMMS ARE THE PROPERTY OF MUM EMNEERMO PND ANC 13%U OILY FOR THE 6PEUM PftMUf NOTED ON THESE DOCOMLNES. ANY NL 'w.i QM1 REPROD GHWB OR MOOF1CAMM OF IWM DOCOMENTS WHIM THE "m YNMIEN CONSENT OF WAAH ENGWEERMG IS MOMDIIED 8Y UW, 7 jh 500 West-F'niton Street Sanford, Florida 32771 P. O. Box 2808 Sanford, Florida 32772-2808 Phone 407 322-6841 Fax 407 330-0639 Certificate of Autitorizatim No. AA26000926 c 2008 Engineers Surveyors Architects Planners Landscape Architects Environmental Scientists Construction Managetnen t Design/,tiuild Engineer of Record 12 - May - 2008 J rjr, E R jj t L i l V✓✓ z itssh-t5 . Fi nsN k?L{ 52T7�2 Et L} � A co O (n W 7 � N ❑ ❑ <1 <q z r o t~7 cC) VT Lb C) U) m 0 7, L: 7, 4 .0 O O Z as U U 0 0 Q U) ii Z W Q ~ J z IL LU ® U Q �•• Q Z F_ U O (� Q LL. J 00 O U >~ z F_ V w U 0 LL J z W � Sheet No, E20A? � _ --- i _ _ -- - -- ` -- f .. J J GENERAL NOTES - PLUMBING I. CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM ALL WORK IN STRICT ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE AND ALL APPLICABLE LOCAL CODES AND ORDINANCES, 2, CONTRACTOR SHALL VERIFY AND CORRECT AS REQUIRED TO MEET ALL CODES AND REGULATIONS ANY POSSIBLE DISCREPANCIES BETWEEN TYPE AND SIZE OF CONNECTION SPECIFIED IN PLUMBING FIXTURE SCHEDULE AND FIXTURES ACTUALLY INSTALLED ON THE SITE. 3, ALL SANITARY PIPING SHALL HAVE A 1/8" PER FOOT SLOPE UNLESS OTHERWISE NOTED. 4. VENT PIPING SHOWN ON FLOOR PLANS IS ONLY INDICATIVE EXCEPT FOR VTR LOCATIONS, 5. VALVES AND FITTINGS SHALL BE OF SAME SIZE OF LINE ON WHICH THEY ARE LOCATED, 6. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES. 7, CONTRACTOR SHALL FIELD VERIFY ALL GIVEN MEASUREMENTS PRIOR TO LAYING AND CONNECTING ALL PIPING SYSTEMS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. 8, INSTALL WATER HAMMER SHOCK ARRESTORS AT EACH FIXTURE OR BATTERY OF FIXTURES WHERE REQUIRED, ARRESTORS SHALL BE FACTORY -FABRICATED. INSTALL ARRESTORS AND SIZE PER PLUMBING AND DRAINAGE INSTITUTE STANDARD P.D.I. WH -201, 9. AIR CHAMBERS SHALL NOT BE CONSIDERED AN EQUAL TO WATER ARRESTORS AS SPECIFIED, 10. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FIRE RATING AND WEATHERPROOFING INTEGRITY OF ALL PIPING AND PENETRATIONS. 11, ALL WATER SUPPLY AND SANITARY LINES SHALL BE RUN AS CLOSE TO PLANS AS POSSIBLE WITH NO CHANGES IN SIZING, 12. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY SUPPORTING DEVICES FOR ALL FIXTURES INCLUDED IN CONTRACT OR HEREIN SPECIFIED OR OTHERWISE. 13, ALL FLOOR DRAINS SHALL BE PROVIDED WITH TRAP PRIMER AND FITTINGS UNLESS NOTED OTHERWISE. 14, ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS, OR IN CHASES, PIPING EXPOSED SHALL BE SLOPED AND PAINTED TO MATCH ARCHITECTURAL FINISHES, PIPING IN MECHANICAL ROOMS MAY BE EXPOSED, 15. FURNISH AND INSTALL HOSE BIBBS 1'-4" ABOVE FINISHED GRADE/FLOOR AND PROVIDE VACUUM BREAKERS. 16. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF PLUMBING FIXTURE MOUNTING HEIGHTS, AND DIMENSIONS. 17, CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR METALS, 18. CONTRACTOR SHALL ROUGH -IN ALL WASTES AND SUPPLIES TO SPECIAL EQUIPMENT ACCORDING TO MANUFACTURER'S SHOP DRAWINGS AND MAKE FINAL CONNECTIONS, ALL SUPPLIES SHALL BE VALVED, INSTALL VACUUM BREAKERS WHERE REQUIRED BY CODE, 19. ALL WATER PIPING INSTALLED IN EXTERIOR WALLS SHALL BE PLACED ON THE INTERIOR SIDE OF THE WALL, SO THAT WALL INSULATION CAN BE PLACED ON THE EXTERIOR SIDE OF THE PIPING: 20. DO NOT PENETRATE WALL FOOTINGS WITH PIPING, COORDINATE WITH GENERAL CONTRACTOR TO DROP FOOTINGS AS REQUIRED TO CLEAR PLUMBING SERVICES WHERE ABSOLUTELY NECESSARY. ALL PIPING PENETRATING A BEARING WALL OR FOOTING MUST BE SLEEVED AND LOCATION APPROVED BY STRUCTURAL ENGINEER. 21. PIPING SHALL ESSENTIALLY BE ROUTED AND LOCATED AS INDICATED ON THE DRAWINGS: HOWEVER, ACTUAL PLACEMENT SHALL BE VERIFIED BY CONFIRMING EXACT LOCATION OF STRUCTURES AND OTHER UTILITIES IN THE FIELD AND BY CAREFUL LAYOUT PRIOR TO EXECUTION OF THE WORK, DRAWINGS ARE GENERALLY DIAGRAMMATIC AND DO NOT SHOW BE CONCEALED EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE, 22. HOT AND COLD WATER SUPPLY PIPES AND DRAIN PIPES UNDER HANDICAPPED LAVATORIES SHALL BE INSULATED PER AMERICANS WITH DISABILITIES ACT, WITH FACTORY PREFABRICATED MICROBIAL PVC RESIN SEAMLESS INSULATION, BASIS OF DESIGN: ZURN INDUSTRIES, INC. 23, WALL BRACKETS, HANGERS, SUPPORTS, ETC, SHALL BE PROVIDED WHERE REQUIRED IN ACCORDANCE WITH THE BEST STANDARD PRACTICE OF THE TRADE AND AS PER CODE, ADDITIONAL SUPPORTS SHALL BE PROVIDED TO TRANSMIT LOADS TO THE MAIN STRUCTURE WHERE REQUIRED, CPVC PIPING SUPPORTS SHALL BE 3'-0" ON CENTER FOR 1/2" THRU 1" AND 4'-0" ON CENTER FOR 1-1/2" OR LARGER. ALL EXPOSED SUPPORTS SHALL BE HOT DIPPED GALVANIZED OR FIBERGLASS REINFORCED "UNISTRUT" TYPE INCLUDING HARDWARE, 24, STORM WATER, SANITARY, VENT AND WASTE PIPING SHALL BE COLLECTED AND TERMINATED AT A POINT SHOWN ON THE DRAWINGS. PIPING SHALL BE SCHEDULE 40 PVC-DWV WITH SOLVENT JOINTS, PROVIDE ASJ FIBERGLASS INSULATION TO MEET PLENUM RATING IN ALL CEILING RETURN AIR PLENUMS. 25. DOMESTIC WATER PIPING Y2" TO 2" (ABOVE FLOOR) SHALL BE SCHEDULE 40 MANUFACTURED FROM CPVC COMPOUND WITH A CELL CLASS OF 24448 FOR PIPE AND 23447 FOR FITTINGS AS PER ASTM D-1784 AND CONFIRM WITH NATIONAL SANITATION FOUNDATION (NSF) STANDARDS 14 AND 61, PIPE AND FITTINGS TO BE FLOWGUARD GOLD CPVC COPPER TUBE SIZE MFG, TO STANDARD DIMENSION RATIO (SDR) 11 AND SHALL CONFIRM TO ASTM D-2846. TRANSITION FITTING TO HAVE BRASS MALE OR FEMALE CONNECTIONS WITH INTERGRAL CPVC CONNECTIONS, 26. BALL VALVES 1/4" THROUGH 2" SHALL BE TWO PIECE - 600 WOG, TEFLON SEATS, ANSI 316 STAINLESS STEEL BALL AND STEM (EXTENSION STEM ON INSULATED HOT WATER AND TEMPERED HOT WATER), BRONZE BODY WITH THREADED OR SOLDER END, PIPING SYMBOL DATE: 5/8/2008 ��- CW - COLD WATER AND FLOW �-`-HWS ' HOT WATER SUPPLY AND FLOW �--N - HWR 2 HOT WATER RETURN AND FLOW SSCP®+� WASTE OR SANITARY AND FLOW �----- 2'1/ VENT AND SIZE �m M e � ST STORM PIPE �- - - - CD - - - - -2 CONDENSATE DRAIN P.D.I. SHOCK ABSORBER & P.D.I. SIZE �-- - -; HB/WH HOSE BIBB/WALL HYDRANT - ^- - PRESSURE REDUCING VALVE 3.00 GATE VALVE 61 - GLOBE VALVE -- - CHECK VALVE ---- - BALL VALVE - ---� SAFTEY OR PRESSURE RELIEF VALVE Z----- - VALVE IN RISER NO - ---� DIRECTION OF FLOW Z--- - -m -- - REDUCER OR INCREASER 9' ECCENTRIC REDUCER - 2 TOP CONNECTION, 45 OR 90 DEGREES ----�}--- - --� BOTTOM CONNECTION, 45 OR 90 DEGREES SIPHON JET FLUSH VALVE ZURN - - - -- SIDE CONNECTION n 111 - ---� CAPPED OUTLET - -� DROP -IN PIPING - 2 RISE IN PIPING 0.25 UNION �- - -�--- - SOLENOID VALVE -- - -� WATER FLOW MEASURING DEVICE 2 1.00 2--- - - PRESSURE GUAGE Plumbing Service Size Calculations Project: SANFORD COMMUNITY CENTER Date 5/8/2008 Bathroom Group (wc/lav/tub) - tank (wc/lavitub) - valve Bathtub Bidet Combination Fixture Dishwashing (Private) Drinking Fountain Kitchen Sink,(Private) Kitchen Sink (Hotel, Restaurant) Laundry Trays (1 to 3) Lavatory (Prorate) Lavatory (Public) Service Sink Shower Head (Public) Shower Head (Private) Urinal (Public, 1" valve) Urinal (Public, 3/4" valve) Urinal (Public, Tank) Washing Machine (8 Ib- Private) Washing Machine (8 Ib- Public) Washing Machine (15 Ib- Public) Water Closet (Private, Flush Valve) Water Closet (Private, Tank) Water Closet (Public, Flush Valve) Water Closet (Public, Tank) Floor Drain PLUMBING FIXTURE & EQUIPMENT SCHEDULE PROJECT: SANFORD COMMUNITY CENTER DATE: 5/8/2008 NOTES: COORDINATE COLOR OPTIONS W/ INT. DESIGN SHEETS PRIOR TO ORDERING. PRICE AS STANDARD COLOR OPTIONS. San Cold Hot FU FU FU 1/2' FU FIXTURE DESCRIPTION & ACCESSORIES MANUFACTURER MODEL NUMBER WASTE VENT CW HW TAG 6 6.00 3.00 1f " 61 - 113 7' WC -1 ELONGATED FRONT VITREOUS CHINA - 1 -PIECE (17" HIGH) AM. STANDARD MADERA 311 2" 1-1/2" 1 FLUSH BARRIER FREE - ADA HEIGHT 330 9' 2" O 2 2.25 2.25 SIPHON JET FLUSH VALVE ZURN Z-6000 1 2 111 1.40 .a z 2X /G Y 1.6 GPF, WITH OPEN TOILET SEAT & HARDWARE Z 0.5 0.25 rat 0.5 PROVIDE MOUNTING RING, BOLTS, STOP 2 1.00 1.00 r WC -2 ELONGATED FRONT VITREOUS CHINA - 1 -PIECE (14" HIGH) AM. STANDARD MADERA 311 2" Q FLUSH SIPHON JET FLUSH VALVE ZURN Z-6000-1 Cl U 1" Q 1 1.6 GPF, WITH OPEN TOILET SEAT & HARDWARE 0 50 x 1 50 PROVIDE MOUNTING RING, BOLTS, STOP �%,x;�;Ew;� 6 9 9 2 2.25 UR -1 ELONGATED FRONT VITREOUS CHINA - 2 -PIECE TOILET AM. STANDARD TRIMBROOK 211 2 3.00 3.00 FLUSH BARRIER FREE INSTALL (17" HIGH) 27- 1.00 1.00 F SIPHON JET FLUSH VALVE ZURN Z6003 10.00 3/411 1.6 GPF, WITH OPEN TOILET SEAT & HARDWARE 4 5.00 8 10 PROVIDE MOUNTING RING, BOLTS, STOP 3.00 ---- LAVA BARRIER FREE - WALL HUNG LAV AM. STANDARD Lucerne 21I 2" 3 2.25 PROVIDE STRAINER, TRAP, STOPS 1/2" 1/2" 3.00'> 4" CENTER SET CHROME FINISH FAUCET w/ GRID DRAIN ZURN Z-81000 4 6.00 LAV -2 COUNTERTOP MOUNT VITREOUS CHINA LAVATORY (18x16) AM. STANDARD ROSELYN 2" 2" INM,„m?r i PROVIDE STRAINER, TRAP, STOPS 4 10.00y 1/2" 1/2" 60 4" CENTER SET CHROME FINISH FAUCET w/ GRID DRAIN ZURN Z-81000 SK -1 BARRIER FREE - BREAK ROOM SINK JUST DL -2128 -A -GR 2" 2" PROVIDE STRAINER, TRAP, STOPS 1/2" 1/2" DUAL WING HANDLE GOOSENECK FAUCET JUST J -1174 -KS EWC-1 HI -LO - ELECTRIC WATER COOLER WALL MOUNTED, STAINLESS STEEL 1 1/2" 1 1/2" 5OF DELTA T. 3/8" ANGLE STOP, INSULATED COLD LINES HALSEY TAYLOR HAC8FS-Q-ADA-PV CHROME PLATED P -TRAP. PROVIDE CARRIER WITH P -TRAP HANGER PLATE AND BACKING. 1/2 REF or ICE WALL OUTLET BOX WITH BUILT IN HAMMER ARRESTOR SIOUX CHIEF 1/2" VALVES, HOSE CONNECTIONS AND DRAIN LINE WHITE PLASTIC, RECESSED, NON -FIRE RATED FD -1 FLOOR DRAIN ZURN ZS415-5 3" 2" PROVIDED WITH TRAP PRIMER, SQUARE GRATE EWH-1 ELECTRIC WATER HEATER, 30 GALLON R=8.3 LOCHINVAR 3/4" 3/4" 4.5 KW DUAL ELEMENT -NON SIMULATNEOUS, 480/1 EWH-2 INSTANTANEOUS WATER HEATER, 277/1 3.0 KW EEMAX SP -3277 1/2" 1/2" WALL MOUNT WITH ALL HARDWARE MSK -1 FLOOR MOUNTED MOP SINK ZURN Z1996-24 3" 2" PROVIDE TRAP, STRAINER PROVIDE SERVICE FAUCET ZURN 3/4" 3/4" TPV TRAP PRIMER VALVE MIFAB MI -600 112" WCO WALL CLEAN OUT ZURN Z1441 VARIES FCO FLOOR CLEAN OUT, POLISHED BRONZE, COORDINATE ZURN ZB-1400 VARIES FLOORING MATERIALS WITH FINAL FINISHES WHY WALL HYDRANT, EXPOSED NON FREEZE HYDRANT ZURN Z1305 3/4" NICKEL BRONZE BOX WITH HINGED, LOCKED COVER HB EXPOSED HOSE BIB (WALL HYDRANT) ZURN Z1309 3/4" SANITARY COLD HOT QTY San Cold Hot FU FU FU 1/2' FU FU FU 6 2.70 1.50 f �T C 33 - 60 6 6.00 3.00 1f " 61 - 113 7' 2 1.00 1.00 114 - 154 9' 1-1/2" 1 1.50 1.50 330 9' 2" O 2 2.25 2.25 2 V 1.40 .a z 2X /G Y Z 0.5 0.25 rat 0.5 0.25 2 1.00 1.00 r 2 300 3.00 r tx Q 2 .00 rl'. 1.00 Cl U U Q 1 0.50 0 50 x 1 50 1.50 �%,x;�;Ew;� 6 9 9 2 2.25 2.25 2 2.25 2.25 2 3.00 3.00 27- 1.00 1.00 F 4 10.00 4 5.00 8 10 4 3.00 ---- 2 1.00 1.00 3 2.25 2.25 3 3.00 3.00'> 4 6.00 3 2.20 INM,„m?r i 4 10.00y 24 60 3 5.00; 24 .J4 C5 TOTAL 1 18 1 44.5 81.5 11.25 FIXTURE UNIT RATINGS FLORIDA PLUMBING CODE 2004 B SIZE Sanitary Building Main Size Required (1/8N per foot) TABLE 710.1(1) .. 1 .. , 11 Total water fixture units flow (hot + cold) 1/2' 92.75 B Total gpm TABLE E102ti,'�'a 32 5' 3/4" Water Service pipe size FIG. E103A.2 C 33 - 60 BALL VA ATER SUPPLY TP -1 DISTRIBUTION UNIT AS REQ'D 2TO4OPN'G 12" MIN CONNECTION TO FL DR TRAP (TYPICAL) TRAP PRIMER DETAIL NTS 1 FI T) �RREL FABRICATED OF HARDDRAWN (PE "K" CLIPPER IST❑N TO PROVIDE A PERMANENT CHANICAL BARRIER BETWEEN _UID AND PRE -LOAD AIR CHARGE BASS FREE TURNING PIST❑N ASTM -16 WITH O -RINGS JOINTS TO BE MADE WITH 95-5 LEAD FREE SOLDER. BRASS THREADED ADAPTOR PPP SIZE P.D.I. SYMBOL FIXTURE UNIT RATINGS A SIZE B SIZE 1 - 11 5' 1/2' wr �. 0 B 12 - 32 5' 3/4" 1" C 33 - 60 7' 1' 1-1/4' D 61 - 113 7' E 114 - 154 9' 1-1/2" 2' F 155 - 330 9' 2" O v NOTE: SEE WATER RISER DIAGRAMS FOR LOCATIONS OF SHOCK ABSORBERS, WATER SHOCK ARRESTOR DETAIL NTS ALL THREAD ROD NUT (TOP & BOTTOM) WASHER (TOP & BOTTOM) HANGER ULATION 'E �ATION PROTECTIVE SHEETMETAL SHIELD TYPICAL CLEVIS HANGER DETAIL NTS 7 milan engineering tnochanical . electrical . plumbing 925 South Seruoran Blvd, Suite 100 Winter Park, Florida Phone: 407.678.2055 Fax: 407.678.2088 Certificate of Authorization 926271 TFf9E DOWNENTS AND n,&R CONTENTS ARE V, PROPERTY O( MUN ENgNEERMO AND ARE 159UFA ONLY FDR THE SPEp"C PROJECT HOITA ON THESE OOC4I+LNR. ANY Ri`JISI�DO REW+OOUCR(N/S OR E1cPRE93 WRITTEN CONSENT OF NIWI ENCIN[ERING IS PROHIBITED W WY. VACUUM RELIEF VALVE------____ "- EXPANSION TANK COLD WATER SERVICE THERMOMETER / - ----- - HOT WATER - -� SHUT-OFF VALVE (TYP.) HOT WATER OUTLET CHECK VALVE TEMP, & PRESSURE-----_- RELIEF VALVE I PIPE 3/4" RELIEF VLV, - PE 1 " PAN DRAIN MOP SINK - 4"X4"X1 /4"PLATE ANCHOR TO WALL, 4 PLACES t FRONT ELEV. EWH-1 ELECTRIC WATER HEATER DETAIL TANK DRAIN VALVE 1 1/4" L IRON FRAME ALL WELDED 4"X4"X 1 /4"PLATE ANCHOR TO WALL, 4 PLACES ALL MOUNTED 5()o West Falton Street Sanford, Florida 32771 P. 0. Box 2808 Stanford, Florida 32772-2808 .Phone 407 322-6641 Fax 407 330-0639 Certificate of Authorization No, AA26000926 C 2008 Engineers Stsroeyors Architects Platitters L.attdscape Architects Enuironrriental Scientists Construction Nianagertten t 17es ign l -Biti ld IJr�gi , r �f Recota 2 -May - 2008 lritofi K. Stuart, 1'E 52772 (FL) •LL Z 0 LL. co 0 wr �. 0 O p -0 •LL Z 0 LL. co 0 wr �. 0 p -0 O a� .. O v @ V O 4; Z v ai o Q W Cl U U Q W 0 ILL •LL Z 0 LL. co 0 wr �. 0