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HomeMy WebLinkAbout675 Towne Center Blvd (a)FLOOR CONSTRUCTION: h" CONCRETE SLAB ON GRADE; PER FRUCfURAL PARAPET C ROOF LADDER ENTRY -IMP Fulton Street Stuaford, Florida 32771 11. D. Box 280S Sanford, Florida 32772-2508 phone ,107 322.6841 Far 407 330-0639 Certificate of Authorization Nu. 11,426000926 _0 2008 Engineers Surveyors Architects Planners Landscape Architects Envi.romitental Scietrtists Cons traction Management Design/ Build Q BUILDING SECTION1 1 Scale: 1/4"=T-0„ 1 A200 I �\B I I I I I I 4 EXPOSED C.M.0 TYPICAL fHROUGH0UT W21 X 26-... KAWNEER 1600 PERIES i .._. a, 1 � , ALUMINUM STO FRONT & W w DOOR CC O < C{] (SEE S500 FOF DETAILS) O CV 1.— W C) F— u LL. FLOOR CONSTRUCTION: h" CONCRETE SLAB ON GRADE; PER FRUCfURAL PARAPET C ROOF LADDER ENTRY -IMP Fulton Street Stuaford, Florida 32771 11. D. Box 280S Sanford, Florida 32772-2508 phone ,107 322.6841 Far 407 330-0639 Certificate of Authorization Nu. 11,426000926 _0 2008 Engineers Surveyors Architects Planners Landscape Architects Envi.romitental Scietrtists Cons traction Management Design/ Build Q BUILDING SECTION1 1 Scale: 1/4"=T-0„ 1 A200 I �\B I I I I I I 4 EXPOSED C.M.0 TYPICAL fHROUGH0UT W21 X 26-... i .._. a, 1 � , BU. ......IL®ING S.ECTIUN... ....- - ----- -- Scale: l/4"=1'-0" KAWNEER 1600 SERIES SUNSHADE KAWNEER 1600 SERIES _ ALUMINUM STOREFRONT (SEE S500 FOR DETAILS) uj 8 �\ <>\77 77/77 \�\I7 D Ll1 Y H L11 W w _ O CC O < C{] � o O CV 1.— W C) F— u LL. 0 O o LL n- LO I- ®� KAWNEER 1600 SERIES SUNSHADE KAWNEER 1600 SERIES _ ALUMINUM STOREFRONT (SEE S500 FOR DETAILS) uj 8 �\ <>\77 77/77 \�\I7 D Ll1 CL Lu W� W w 00 > w u pp � LL � ® 1.— W C) F— u LL. 0 _jz w z o LL n- LO I- ®� f0 6 k/ w 7r F_ 0 7 O U 00 tll U z ILL KAWNEER 1600 SERIES SUNSHADE KAWNEER 1600 SERIES _ ALUMINUM STOREFRONT (SEE S500 FOR DETAILS) uj 8 �\ <>\77 77/77 \�\I7 D Ll1 CL Lu W� W w 00 > w u pp � LL � ® 1.— W C) F— u LL. 0 _jz w z o LL n- LO I- ®� f0 6 k/ w 7r F_ Sheet No. i X11. (41-r ----- I 1 SECTION THROUGH SIDE WALL Scale: 314" =1'-0" Z � SECTION THROUGH FRONT WALL ELEV. = -MT•4" 16 INC, a REAR <s- I rn ELEV. = 107.4" OfOP OF DOOR AN. FLOOR \7/7 SECTION THROUGH REAR WALL 3jScale: 23 2222 / �Fl EV. = 100'•0" r 24 04 B�EAMnCOLUMN-l01ST CONNECTION 24 % SECTIONo BEAM-COLU_MN CONN[ ',Sl uwlG,/a—gym V 5/8" STUCCO (3) COATS EXTERIOR FINISH ALUM. FLASHING W/HEM EDGE —� SIMPSON A-21 OR METAL BRACKET, HOLDING CAPACITY 5 LBS./LF MTL. SUPPORT _ OR MIN. 22 GA. CULTURED STONE WATERTABLE/SILL CULTURED STONE MORTAR JOINT ro, MORTAR SETTING BED REINFORCED CMU WALL -- 6 ; STONE WAWSCOAI DETAIL C> WALL SECTIONS KEY NOTES ROOFING SYSTEM: 0 FIRESTONE TPO HEAT WELDED OVER 3" THICK RIGID POLYISOCYANURATE ROOF DECK INSULATION OVER 5/8" GLASS -MAT FACED GYPSUM OVER 1 1/2" TO METAL DECK GALV. METAL ROOF DECK; FASTEN TO STEEL BAR JOISTS AS NOTED ON STRUCTURAL DRAWINGS. 0 OPEN WEB STEEL JOIST Sr REQ'D BRACING. REFER STRUCTURAL FRAMING PLANS FOR DETAILS. 0 STEEL COLUMN, REFER TO STRUCTURAL DRAWINGS FOR DETAILS. ® CAST IN PLACE CONCRETE BEAM. REFER TO STRUCTURAL DRAWINGS FOR DETAILS. O CONTIN. L 3x3X1/4 GA. GALV. CONT. STEEL ANGLE DECK LEDGER, WELDED TO BAR JOISTS PER STRUCTURAL. © EMBEDDED PLATE; SEE STRUCTURAL 0 NOT USED ® STUCCO FINISH: 5/8" (3 COATS) THICK; SAND FINISH APPLIED OVER REINFORCED CONCRETE MASONRY UNITS. PAVEMENT; REFER TO CIVIL 10 EXTEND ROOF MEMBRANE BASE SHEET DOWN FACE OF P.T. EDGE BLOCKING AND OVER FACE OF PARAPET 11 PROVIDE GALV. METAL "J" MOLD. WHERE PLASTER FINISH ABUTS ALUM, STOREFRONT FRAME. PROVIDE 1/4" UNIFORM JOINT, FILLED WITH WATERPROOF SILICONE SEALANT. LEAVE NEAT 3/8" JOINT BETWEEN EDGE OF PLASTER GROUND AND ALUM. FRAME AND FILL JOINT W/CONT. SEALANT BEAD. 12 ESP FINISH ALUMINUM CONDUCTOR HEAD <j> ESP FINISH ALUM. DS. 14 DOWNSPOUT ADAPTER UNDERGROUND CONNECTION To CURB. 15 L 2 1/2" X 2 1/2" X 1/4" ANGLE FOR BRIDGING SUPPORT PER STRUCTURAL 16 EXTERIOR CMU WALL CONSTRUCTION: 12" x 8" x 16" CMU WALL WITH LADDER TYPE HORIZ. JOINT REINFORCE (EQUIV. TO "DUR-O-WALL") AT 16" C.0 VERT. PROVIDE FULL HT. #5 VERT. BARS IN GROUT FILL AT BOTH SIDES OF ALL WINDOWS AND DOORS OPENINGS, IN 3 CELLS AT ALL MAS. CORNERS AT 4'-0" C/C THROUGHOUT ( U.N.O. ON STRUCTURAL DWGS.) 17 2 -COURSE MASONRY BOND BEAM WITH 2- #5 BARS IN GROUT FILL KNOCKOUT BLOCK AT EACH COURSE (TYP. THROUGHOUT). 18 1 -COURSE MASONRY WITH 2- #5 BARS IN GROUT FILL KNOCKOUT BLOCK. 19 ALUMINUM STOREFRONT TO BE KAWNEER 1600 SERIES ( 2" X 6 3/4" ) ANOD. ALUM. FRAMES W/1/4" TEMPERED CLEAR GLASS UNLESS OTHERWISE NOTED. ANCHORAGE UTILIZING SHEAR BLOCK SYSTEM FOR ALL GLAZING TO BE 1/4" TEMPERED GLASS (REGARDLESS OF LOCATION). ALL GLAZING TO BE SET INTO CONTINUOUS BEAD OF SILICONE GLAZING SEALANT FOR MAX. BOND. STRENGTH. PROVIDE PRE -FINISHED .125 INCH THK. E.S.P. ALUM. PAN SILL ON ALUM. SHIMS AS REQUIRED. 10 16 GA. H/M FRAME REFER TO A500 DOOR SCHEDULE FOR DETAILS. 21 1 3/4" H/M DOOR REFER TO A500 DOOR SCHEDULE FOR DETAILS. 22 FLOOR CONSTRUCTION: 4" THICK. 3000 P.S.I. CONCRETE FLOOR SLAB W/6X6 1.4/1.4 WWF. OVER 10 MIL POLYETHYLENE VAPOR BARRIER (6" LAPPED AND SEALED W/ MIN PERM. RATING OF 0.5.) OVER TERMITE -TREATED COMPACTED FILL. PROVIDE SAW -CUT CONTROL JOINTS IN EACH DIRECTION; REFER TO STRUCTURAL DRAWINGS FOR DETAILS. <j> FLOOR FINISH BY FUTURE TENANT. 24 REINFORCED CONCRETE FOOTING, REFER TO STRUCTURAL FOUNDATION PLAN FOR SIZE DEPTH AND REINFORCING. INSTALLED OVER TERMITE -TREATED FILL. 15 ALUMINUM TRESHOLD BY PEMKO OR APPROVED EQUAL. 2fi PARAPET CAP FLASHING OVER P.T. WD BLOCKING. 27 LINTEL ABOVE HEAD/OPENINGS TO BE 12"X8" PRE CAST CONCRETE LINTEL W/ 2 # 5 BAR, 12"X8" KNOCK OUT BLOCK(S) ABOVE. PROVIDE #5 BAR (S) IN GROUT FILL AS NOTED ON STRUCTURAL DRAWINGS. Y8 1600 SERIES SUNSHADE: STRAIGHT -SQUARE OUTRIGGER; PLANAR LOUVERS W/ RECTANGULAR FASCIA; PAINTED TO MATCH STOREFORNT FINISH. KAWNEER APPLICATION ENGINEERS TO PROVIDE CERTIFIED "SITE SPECIFIC" SHOP DRAWINGS FOR ATTACHMENT TO STOREFRONT FRAMES. 29 CULTURED STONE WAINSCOAT: INSTALL PER MANUFACTURER OVER CMU WALL (SEE A500). 30 STEEL BEAM; REFER TO ROOF FRAMING PLAN FOR DETAILS, 31 8' H ALUMINUM STOREFRONT DOOR, KAWNEER 1600 SERIES OR EQUIVALENT 32 HSS 6" X 6" STEEL COLUMN; SEE STRUCTURAL 33 .3/8" THRU PLATE PER STRUCTURAL P.T. 5/8" CDX PLYWOOD SLOPE 1" PER FOOT 500 west rniton Street Sanford, Florida 32771 ANCHORED TO TOP � Sanford, Florida 32772-2808 ..—TF(TRGOF-MEMBRANE- Fax 407 330-0639 GROUTED C.M.U. _ 02008 Engineers Surveyors Architects planners (}LASHED UP AND OVER -_�------__� Coils true tion. � - TOP OF PARPET P.T. 2X WOOD BLOCKING — _ _ ` (TYPICAL) i _._._ : �. w PER MANUFACTURER P.T. 1X WOOD BLOCKING—-,, 0 I 0 LL N �� w 0 ELEV. = VARIES® / O J r TOP OF MAS -`r G I� n_ - - -- -- PRE -FINISHED ALUMINUM eY J \ PAAPET CAP FLASHING �1 �1 `•J z GROUTED KNOCK -OUT Aft/ BLOCK PER STRUCTURAL 5/8" STUCCO EXTERIOR FINISH 1 O N (3 COATS) W/ SAND FINISH - - 0 cm) 70 PARAPET DETAIL - TYPICAL - d Scale: 3" =1'-0" • ALUM. SUB -SILL FLASHING SLOPE SOUTH WALL DETAIL v TYPICAL Scale: 3"=1'•0" m 500 west rniton Street Sanford, Florida 32771 1-1. O. Box 2808 Sanford, Florida 32772-2808 Phone 407 322-6841 Fax 407 330-0639 Certificate of Authorization No. 211126000926 02008 Engineers Surveyors Architects planners Landscape Architects Environmental Scientists Coils true tion. 1VIanagellient Design/Build x �. w m z Q 0 -4 x Lt 0 I 0 LL N �� w 0 r�r m O J r CD rn G I� n_ 'r L 1� J D Ur rte co co eY J zNcr) �1 �1 `•J z w EL LLI co O co CD 0 cm) N d ✓� O U 0 7 _U O z U U 2 w -{--' _0 ai H LU r� IL W ems✓ w �(-) m® �LL � w i w ® C) LL 0_j Z < w z 0 LL 0 777 (.0 U w Sheet No. A4 m DOOR AND HARDWARE SCHEDULE TYPE DESCRIPTIONREMARKS DOOR NO. DOOR SIZE DOOR MATERIAL DOOR FINISH FRAME MATERIAL FRAME FINISH 'TYPE LOCK SET FUNCTION HARDWARE NOTES REMARKS 01 3-0 x 8-0 x MANUF. ALUM STORE. ANODIZED ALUM ANODIZED 1 ENTRY A,T 1/4" TEMPERED GLASS 02 3-0 x 8-0 x MANUF. ALUM STORE. ANODIZED ALUM ANODIZED 1 ENTRY A,T 1/4" TEMPERED CLASS 03 3-0 x 7-0 x 1-3/4 STEEL PAINT H/M PAINT 2 ENTRY A,T 04 PAIR OF 3-0 x 7-0 x 1-3/4 STEEL PAINT H/M PAIN F 2 ENTRY A,G,T 1. DOOR HARDWARE SHALL COMPLY WITH NFPA 101, CH 7. LOCK SET FUNCTIONS ENTRY ANSI F81, CRADE2, EQUIV. TO SCHLACE S51PD 1 /� p D�AR� NOTES NOTES UNLESS OTHERWISE NOTED, ALL LOCK SETS SHALL BE "SCHLAGE" OR APPROVED EQUAL /AJC � J IN {626 SATIN CHROME FINISH, AND SHALL BE CERTIFIED BY MFR. FOR ADA COMPLIANCE, A AUTOMATIC CLOSER, ANSI A156.4, GRADE 1, LCN 4041 SERIES W/ DELAYED ACTION. ADJUST FOR 5 LB. MAX. OPENING FORCE. HOLD OPEN TYPE G ASTRAGAL FOR PAIRS OF DOORS (ALWAYS REO'D FOR FIRE -RATED PAIRS) T THRESHOLD WITH AND DOOR BOTTOM SWEEP (MAX. 1/2" HEIGHT, SLOPED SADDLE TYPE PER ADA) WINDOW SCHEDULE TYPE DESCRIPTIONREMARKS WIDTH X fIElGtff WITH GROUT FILLED U TYPE A 11'-0" X 12'-0" ALUM FRAME W/ 1/4" TEMP GLASS 0 TYPE B 11'-0" X 12'-0" ALUM FRAME W/ 1/4" TEMP GLASS (C) TYPE C 18'-0" X 12'-0" ALUM FRAME W/ 1/4" TEMP GLASS U TYPE D 11'-4" X 12'-0" ALUM FRAME W/ 1/4" TEMP CLASS OE TYPE E 11'-4" X 10'-6" ALUM FRAME W/ 1/4" TEMP CLASS \I A DI CC TYPE Z: STEEL DR & FRAME 5/8" (3 COATS) GYPSUM PLASTER WI SAND FINISH DF_ 167 4—HEAFIT. T.O. STOKEFRONT 1oT=4 112'0" -- CONCRETE LINTEL PER LE (H.C.) STRUCTURAL FLASHING J CONCRETE LINTEL PER ¢ 5/8" (3 COATS) _� STRUCTURAL GYPSUM PLASTER -- W/J-MOLD & CONTINUOUS SEALANT SAND FINISH o ALUMINUM S OREFRONT FRAME 16 GA. GALV HOLLOW, / EQUIV. TO K WNEER 1600 METAL FRAM SERIES FRAME s 1/4" TEMPERE GLASS 5 3/4" oi HEADER H.WDOOR HEADER STOREFRONT - TOWER Scale: 3"=1'-0" Scale: 3"44' _ io- I TYPE 1 - STOREFRONT DR WIND. ELEVATION 2 (C) STOREFRONT WIND. ELEVATION WIND. ELEVATION 5/8" (3 COA TS) GYPSUM PLASTER 16 GA. GALV HOLLOW o / W/J-MOLD & METAL FRAME SAND FINISH WIRE ANCHORS 0 2'-8" C/C VERT i _IAMB @ .HM D00_R 2 Scale: T'4-011 _ FIN FLR. HT. � '100'•0'r THRESHOLD 0 HM DOOR 3 Scale: 3"=1'•0" DR HP141,. �o KA 1/4" 5/8" (3 COATS) GYPSUM PLASTF� - - WI iH SAND FINISH T.O. STOREFRONT fi2'.oa—KW ' CONCRETE 8 AM AND STEEL LATE PER STRUCTURAL CONTINUOUS SEALANT ALUMINUM S OREFRONT FRAME EQUIV. TO K WNEER 1600 SERIES 1/4" TEMPEREp GLASS HEADER oSTOREFRONT- CENTER_ q 0 STOREFRONT FRAME - <AWNEER 1600 p TRANSOM WINDOW b O HEADER 0 STOREFRO.-NI-.000-K Seale: 3"44" 1/4" TEMPERED GLASS SFOREFRONF FRAME KAWNEER 1600 t SIDELIGHTS KAWNEER ALUMINUM STOREFRONT DR AND FRAME 1/4" TEMPERED GLASS 60 IAMB (9 STOREFRONT DOOR Scale: 3" =1'4' ""_ (7) THRES Scale: Ti =1'4' 1/4" ALUMINUM S EQUIV. con 30 MIL. PEEL t QLD @STOREFRONT DR 10 SILL Q STOREFRONT Scale: 3" =1'•01, UB -SILL 500 IvVest Fulton Street Sanford, Florida 32771 P. O. Box 2808 Sanford, Florida 32772-2808 Phone 407.32 2-6841 .Fax 407 330-0639 Certificate of Authorization No. A1126000926 C 2008 Engineers Surveyors A rch i tec. is J-11 rl n ers L,arltiscape Architects Environmental Scientists Coils tract ion IVIanagel'rlent Design/L3lrild 6"X6" COLUMN PER STRUCTURAL 0 I 3" STEEL STUD FRAMING SURROUND u �— 04 ALUMINUM BREAK METAL o CONTINUOUS SEALANT M Q 0 N f7 ALUMINUM STOREFRONT FRAME EQUIV. TO KAWNEER 1600 SERIES z N Z 1/4" TEMPERED GLASS W o _IAMB Q STOREFRONT / COLUMN mcoCD 9AScale: 3 =1-0, 4 U) .2 ALUMINUM S OREFRONT FRAME -0 m O EQUIV. TO K WNEER 1600 O > p SERIES w v O Wi Z MULLION HT._ Q U U <L U) 0 p VARIES ® - l"�—, 1/4" TEMPERE GLASS cw >R U pp 0 MIMILION1 STOREFRONT Z w10 _ h Scale: 3"44' UJ F_ ® U / � W 0 LL 1 4" TEMPE ED GLASS U— Z ALUMINUM S OREFRONT FRAME 0 _J EQUIV. TO K WNEER 1600 (f) 0 3: iii FLASHING SERIES ui W z0 O 3: Q. - - CONTINUOUS SEALANT FIN. FLK ®w (D SLAB PER STRUCTURAL X U U w JI Sheet No. SILT_ @ STOREFRONT (A79� Scale: 3" =1'-0" I A;300 12"X8"X16" C.M.U. 4 WITH GROUT FILLED L O I � REINFORCING 6"X6" COLUMN PER STRUCTURAL 0 I 3" STEEL STUD FRAMING SURROUND u �— 04 ALUMINUM BREAK METAL o CONTINUOUS SEALANT M Q 0 N f7 ALUMINUM STOREFRONT FRAME EQUIV. TO KAWNEER 1600 SERIES z N Z 1/4" TEMPERED GLASS W o _IAMB Q STOREFRONT / COLUMN mcoCD 9AScale: 3 =1-0, 4 U) .2 ALUMINUM S OREFRONT FRAME -0 m O EQUIV. TO K WNEER 1600 O > p SERIES w v O Wi Z MULLION HT._ Q U U <L U) 0 p VARIES ® - l"�—, 1/4" TEMPERE GLASS cw >R U pp 0 MIMILION1 STOREFRONT Z w10 _ h Scale: 3"44' UJ F_ ® U / � W 0 LL 1 4" TEMPE ED GLASS U— Z ALUMINUM S OREFRONT FRAME 0 _J EQUIV. TO K WNEER 1600 (f) 0 3: iii FLASHING SERIES ui W z0 O 3: Q. - - CONTINUOUS SEALANT FIN. FLK ®w (D SLAB PER STRUCTURAL X U U w JI Sheet No. SILT_ @ STOREFRONT (A79� Scale: 3" =1'-0" I A;300 12"X8"X16" C.M.U. WITH GROUT FILLED - CELL & VERTICAL REINFORCING EITHER SIDE OF OPENING U CONTINUOUS SEALANT R ALUMINUM STOREFRONT FRAME EQUIV. TO KAWNEER 1600 SERIES E0 5/8" (3 COATS) GYPSUM PLASTER WITH SAND FINISH 1/4" TEMPERED CLASS JAMB @ STOREFRONT / CMJ 9 Scale: 3"=1'-0" 6"X6" COLUMN PER STRUCTURAL 0 I 3" STEEL STUD FRAMING SURROUND u �— 04 ALUMINUM BREAK METAL o CONTINUOUS SEALANT M Q 0 N f7 ALUMINUM STOREFRONT FRAME EQUIV. TO KAWNEER 1600 SERIES z N Z 1/4" TEMPERED GLASS W o _IAMB Q STOREFRONT / COLUMN mcoCD 9AScale: 3 =1-0, 4 U) .2 ALUMINUM S OREFRONT FRAME -0 m O EQUIV. TO K WNEER 1600 O > p SERIES w v O Wi Z MULLION HT._ Q U U <L U) 0 p VARIES ® - l"�—, 1/4" TEMPERE GLASS cw >R U pp 0 MIMILION1 STOREFRONT Z w10 _ h Scale: 3"44' UJ F_ ® U / � W 0 LL 1 4" TEMPE ED GLASS U— Z ALUMINUM S OREFRONT FRAME 0 _J EQUIV. TO K WNEER 1600 (f) 0 3: iii FLASHING SERIES ui W z0 O 3: Q. - - CONTINUOUS SEALANT FIN. FLK ®w (D SLAB PER STRUCTURAL X U U w JI Sheet No. SILT_ @ STOREFRONT (A79� Scale: 3" =1'-0" I A;300 GENERAL CONDITIONS: FOUNDATION: 1. THE FOLLOWING NOTES SHALL APPLY TO ALL STRUCTURAL DRAWINGS. 1. FOUNDATION DESIGN BASED ON AN ALLOWABLE BEARING PRESSURE 100 PSI (f'm = 1500 PSI). +25.9/-28.1 OF 2500 PSF AND RECOMMENDATIONS IN A GEOTECHNICAL REPORT MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270. +22.0/-24.2 3. PREPARED BY ANDREYEV ENGINEERING INC. PROJECT NO. GPGT-07-0404 2. ALL DESIGN AND CONSTRUCTION SHALL BE BASED ON AND IN ACCORDANCE WITH THE 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI. DATED JANUARY 11, 2008. 4. FLORIDA BUILDING CODE 2004. FILL ALL CELLS -1-22.0/-26.9 3. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS AND 2. THE SITE SHALL BE PREPARED UNIFORM IN ACCORDANCE WITH AND BOTTOM NOTIFY THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. FOR DIMENSIONS NOT AND AT A MAXIMUM SPACING OF 8'-0". REINFORCEMENT SHALL BE CIVIL DRAWINGS, SPECIFICATIONS, SOILS REPORT AND THE ALLOWABLE SHOWN ON THE STRUCTURAL DRAWINGS, SEE THE ARCHITECTURAL DRAWINGS. SEE TYPICAL BEARING PRESSURE, 4. IF MATERIAL QUANTIITIES, STRENGTHS OR SIZES INDICATED BYTHE DRAWINGS OR 3. ALL EXCAVATIONS AND BUILDING PADS SHALL BE INSPECTED BY SPECIFICATIONS ARE NOT IN AGREEMENT WITH THESE NO -FES, THE BETTER QUALITY HORIZONTAL WALL REINFORCING SHALL BE STANDARD LADDER TYPE A QUALIFIED GEOTECHNICAL ENGINEER TO VERIFY THE DESIGN AND/OR QUANTITY, STRENGTH OR NOTED SHALL BE PROVIDED. SHOWN ASSUMPTIONS AND REPORT ADVERSE CONDITIONS. 5. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE ERECTION 4. WHERE FILL IS REQUIRED, IT SHALL BE PLACED IN ACCORDANCE CONTAIN AT PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF THE STRUCTURE AND ITS LEAST ONE CROSS WIRE OF EACH PIECE OF REINFORCEMENT WITHIN WITH INSTRUCTIONS OF A QUALIFIED GEOTECHNICAL ENGINEER Z COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE CORNERS. TO MAINTAIN DESIGN BEARING PRESSURE. ADDITION OF TEMPORARY WHATEVER BRACING, GUYS, TIE -DOWNS OR SHORING MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF 5. FOOTING ELEVATIONS GIVEN ARE FOR THE PURPOSE OF DESIGN. THE CONTRACTOR AFTER THE COMPLETION OF THE PROJECT. SOIL BELOW FOOTING NOT MEETING DESIGN BEARING PRESSURE a� SHALL BE EXCAVATED TO A DEPTH OF VERIFIABLE DESIGN 6. IT SHALL BE THE SOLE RESPONSIBILY OF THE CONTRACTOR FOR INITIATING, PRESSURE AND BACKFILLED PER SOIL REPORT RECOMMENDATIONS 0 MAINTAINING ANDSUPERVISING ALL SAFETY PROCEDURES . THE STRUCTURAL ENGINEER OF TO LEVEL OF FOUNDATION BEARING. THIS SHALL BE APPROVED RECORD IS NOT RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION OR FOR BY A QUALIFIED GEOTECHNICAL ENGINEER. RELATED SAFETY PROCEDURES. 6. ALL EXCAVATION SHALL BE KEPT DRY. EXCAVATE TO DEPTHS AND 7. THE STRUCTURAL DRAWINGS ARE ONE DISCIPLINE OF THE CONTRACT DOCUMENTS DIMENSIONS INDICATED. TAKE EVERY PRECAUTION TO GUARD AGAINST AND DO NOT BY THEMSELVES CONTAIN ALL THE INFORMATION ANY MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES, UTILITIES, REQUIRED TO PROPERLY COMPLETE THE PROJECT STRUCTURE. THE PIPING, ETC. GENERAL CONTRACTOR SHALL REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS AND COORDINATE THE 7. PROVIDE ANY BRACING OR SHORING NECESSARY TO AVOID SETTLEMENT INFORMATION INDICATED IN THESE CONSTRUCTION DOCUMENTS WITH THE STRUCTURAL OR DISPLACEMENT OF EXISTING FOUNDATION OR STRUCTURES. DRAWINGS TO PROPERLY CONSTRUCT THE PROJECT. 8. BACKFILL AGAINST WALLS SHALL BE PLACED EVENLY EACH SIDE UNLESS SHORING 8. ALL DETAILS, SECTIONS AND NOTES INDICATED ON THE CONSTRUCTION DOCUMENTS ARE IS PROVIDED BY THE CONTRACTOR. SHORING SHALL BE THE SOLE RESPONSIBILTY INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OF THE CONTRACTOR AND SHALL REMAIN IN PLACE UNTIL STRUCTURAL OTHERWISE SHOWN. ELEMENT BRACING THE WALL ARE IN PLACE AND HAVE REACHED FULL DESIGN STRENGTH. 9. SPECIALTY ENGINEERED PRODUCTS A. THE GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE THE PROPER SUBMISSION OF SHOP DRAWINGS FOR SPECIALTY ENGINEERED PRODUCTS WHICH SHALL BE SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE WHERE THE PROJECT IS CONCRETE: LOCATED. CONTRACTOR'S RESPONSIBILITY TO ASSURE THAT THE SPECIALTY ENGINEERED SHOP DRAWINGS ARE SUBMITTED IN A TIMELY MANNER SO AS TO ALLOW REVIEWS AND 1. CONCRETE MEMBERS TO HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS RESUBMISSIONS AS REQUIRED. ALL SPECIALTY ENGINEERED PRODUCTS SHALL BE AT 28 DAYS: DESIGNED FOR THE APPROPRIATE GRAVITY LOADS AND WIND LOADS INCLUDING UPLIFT AND LATERAL LOADS. INTERIOR SPECIALTY PRODUCTS SHALL BE DESIGNED FOR A. FOUNDATIONS 3000 PSI LATERAL LOADS TO ASSURE STABILITY. SPECIALTY ENGINEERED PRODUCTS SHALL B. SLAB -ON -GRADE 3000 PSI BE, BUT ARE NOT LIMITED TO, THE FOLLOWING: C. COLUMNS 4000 PSI D. WALLS 4000 PSI 1. STEEL STAIRS E. ELEVATED SLABS 4000 PSI 2. LADDERS F. BEAMS 4000 PSI G. MASONRY GROUT 3000 PSI 3. HANDRAILS 4. CLADDING SYSTEMS 5. MISCELLANEOUS STEEL ALL OTHER CONCRETE TO BE 4000 PSI UNLESS NOTED OTHERWISE. 2. ALL CONCRETE SHALL BE READY MIX AND MEET THE FOLLOWING REQUIREMENTS: 10. DESIGN LOADS: A. CONCRETE SLUMP SHALL BE 4 INCHES PLUS OR MINUS 1". A. DESIGN ROOF DEAD LOAD: B. CONCRETE SHALL HAVE 2 TO 4 PERCENT AIR ENTRAINMENT. 1. 20 PSF FLAT. 2. 30 PSF © PITCHED ROOF W/ TILES. C. ALL CONCRETE TO HAVE MAXIMUM WATER/CEMENT RATIO OF 0.58. B. DESIGN ROOF LIVE LOAD: 3. CONCRETE MIX SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301 1. 20 PSF CHAPTER 3, METHOD 'I OR METHOD 3. CONTRACTOR SHALL SUBMIT BACKUP DATA PER 2. REDUCTIONS APPLIED PER TRIBUTARY AREA AS PERMITTED CHAPTER 5 SECTION 5.3 OF ACI 318 LATEST EDITION. BY CODE. 4. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET SYEEL C. DESIGN WIND LOAD: (IN ACCORDANCE WITH 2004 FBC SECTION 1609) CONFORMING TO ASTM A-615 GRADE 60. SUBMIT ALL REINFORCING STEEL SUBMIT ALL SHOP DRAWINGS FOR APPROVAL PRIOR TO ANY FABRICATION. 1. BASIC WIND SPEED (3 SECOND GUST): 120 MPH 2. WIND IMPORTANCE FACTOR, I = 1.0 5. CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY 3. BUILDING CATEGORY: II ACI SPECIFICATIONS. 4. WIND EXPOSURE CATEGORY: B 6. WELDED WIRE FABRIC SHALL CONFORM WITH ASTM A 185. WELDED WIRE FABRIC 5. COMPONENTS AND CLADDING WIND PRESSURE: SHALL BE LAPPED AT LEAST 12 INCHES UNLESS NOTED OTHERWISE. SEE WIND LOAD SCHEDULE THIS SHT, 6. INTERNAL PRESSURE COEFFICIENTS +/- 0.18 7. LAP ALL BARS MINIMUM 48 DIAMETERS UNLESS OTHERWISE NOTED ON DRAWINGS. 11. SHOP DRAWINGS: 8. PROVIDE ACI STANDARD HOOKS UNLESS NOTED OTHERWISE ON DRAWINGS. A. THE CONTRACTOR SHALL SUBMIT, AS REQUIRED, PRINTS OF SHOP 9. PROVIDE ACI STANDARD HOOKS UNLESS NOTED OTHERWISE ON DRAWINGS. DRAWINGS FOR ALL FABRICATED MATERIALS TO ARCHITECT FOR 10. ALL CONCRETE WORK SHALL CONFORM TO ACI 318 LATEST EDITION REVIEW. REPRODUCTION OF CONTRACT DRAWINGS FOR SHOP DRAWINGS "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE STRUCTURES", AND WILL NOT BE PERMITTED. ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS." B. REVIEW OF SHOP DRAWINGS BY THE ARCHITECT/ENGINEER DOES 11, ALL CONCRETE DETAILS SHALL CONFORM TO ACI 315 LATEST EDITION NOT RELIEVE THE CONTRACTOR OF THE SOLE RESPONSIBILITY FOR "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF UNLESS NOTED OTHERWISE ON THE DRAWINGS. THOSE SHOP DRAWINGS. 12. CONTRACTOR SHALL REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR C. SHOP DRAWINGS REQUIRING A SPECIAL ENGINEERING DESIGN BY LOCATIONS AND SIZES OF SLEEVES, OPENINGS, EMBEDDED ITEMS, SLAB RECESSES, THE FABRICATOR INCLUDING THE CUR -FAIN WALL GLAZING SYSTEM SLOPES, ECT. THESE ITEMS SHALL BE COORDINATED WITH OTHER TRADES AND INSTALLED SHALL BE STAMPED BY A PROFESSIONAL ENGINEER OF RECORD IN PRIOR TO CONCRETE PLACEMENT. THE STATE OF THE PROJECT LOCATION BEFORE SUBMITTING FOR REVIEW 13. CONTRACTOR SHALL REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR BY THE ARCHITECT/ENGINEER. THESE DRAWINGS SHALL BE AVAILABLE AT LOCATIONS AND SIZES OF SLEEVES, OPENINGS, EMBEDDED ITEMS, SLAB RECESSES, THE JOB SITE DURING TIMES OF OBSERVATIONS. SLOPES, ECT. THESE ITEMS SHALL BE COORDINATED WITH OTHER TRADES AND INSTALLED PRIOR TO CONCRETE PLACEMENT. 12. THE FOLLOWING SHOP DRAWINGS SHALL BE SUBMITTED: 14. CONTRACTOR SHALL VERIFY ANCHOR BOLT SIZES AND LOCATIONS PRIOR TO CONCRETE A. CONCRETE MIX DESIGNS PLACEMENT. 15. BAR LENGTHS PROVIDED ON DRAWINGS DO NOT INCLUDE HOOK LENGTH. HOOKS SHALL BE B. CONCRETE REINFORCING STEEL AND WELDED WIRE FABRIC PROVIDED AT TOP BARS AT BEAM ENDS AND SLAB EDGES. C. CONCRETE MASONRY UNIT SUBMITTALS AND OTHER MASONRY ACCESSORIES 16. CONTRACTOR SHALL PROVIDE CHAIRS, BOLSTERS, SPACERS, ECT. AS REQUIRED TO SECURELY SUPPORT REINFORCEMENT. SUPPORT ITEMS ON EXPOSED CONCRETE SHALL BE PLASTIC D. STRUCTURAL STEEL SUPPORT REINFORCEMENT. TIPPED OR STAINLESS STEEL. IN HIGHLY CORROSIVE ENVIRONMENTS, SUPPORT ITEM SHALL BE PLASTIC. E. STEEL OPEN WEB JOISTS AND METAL DECK 17. CONSTRUCTION JOINTS IN STRUCTURAL SLABS AND BEAMS SHALL BE AT F. PRE-ENGINEERED LIGHT -GAGE METAL TRUSSES 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. 18. A COPY OF THE "FIELD REFERENCE MANUAL" ACI SP -15 LATEST EDITION SHALL BE KEPT BY THE CONTRACTOR ON SITE, 19. ONE COPY OF ALL THE CONCRETE TEST RESULTS SHALL BE SUBMITTED BY THE TESTING AGENCY DIRECTLY TO THE ENGINEER OF RECORD. MASONRY WALL CONSTRUCTION: 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, 10 CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 100 PSI (f'm = 1500 PSI). +25.9/-28.1 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270. +22.0/-24.2 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAX. AGGREGATE SIZE OF -110.5/-43.5 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI. cj 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS. FILL ALL CELLS -1-22.0/-26.9 CONTAINING REINFORCING WITH COARSE GROUT. 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM +10.5/-65.4 AND AT A MAXIMUM SPACING OF 8'-0". REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL (TYPICAL) UNLESS OTHERWISE NOTED. SEE TYPICAL GROUTING DETAILS FOR ADDITIONAL INFORMATION. 6. REINFORCING STEEL SHALL BE LAPPED MINIMUM 48 BAR DIAMETERS. 7. HORIZONTAL WALL REINFORCING SHALL BE STANDARD LADDER TYPE DUR-O-WAL (9 GA.) HOT DIPPED GALVANIZED AT 16" O.C. (VERTICALLY) UNLESS SHOWN OTHERWISE ON THE DRAWINGS. 8. SPLICED WIRE REINFORCEMENT SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE OF EACH PIECE OF REINFORCEMENT WITHIN THE 6" LAP. Z USE STANDARD 'T' AND 'L' SHAPED PIECES AT INTERSECTIONS AND CORNERS. 9. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICALS. DOWELS SHALL BE GROUTED INTO A CORE IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCEMENT. 10. PROVIDE PRECAST CONCRETE LINTELS OVER ALL OPENINGS UNLESS NOTED OTHERWISE ON DRAWINGS. LINTELS SHALL BE OF SUFFICIENT SIZE AND REINFORCEMENT FOR THE GIVEN SPANS AND LOADING CONDITIONS. SUBMIT SHOP DRAWINGS WITH RATED LOAD CAPACITIES TO THE ARCHITECT FOR REVIEW. 11. PROVIDE A KNOCK -OUT BLOCK OR U -BLOCK REINFORCED WITH (1) #5 CONTINUOUS AT THE SILL OF ALL WINDOW OPENINGS. EXTEND 16" BEYOND EACH SIDE OF THE OPENING TYPICALLY. STRUCTURAL STEEL: 1. CONFORM TO AISC MANUAL OF STEEL CONSTRUCTION, NINTH EDITION. 2. MATERIALS: ASTM A 992, FY=50 KSI IN GENERAL. ASTM A 500, GRADE B, FY=46 KSI FOR STRUCTURAL TUBING. ASTM A 501, FY=36 KSI FOR PIPES, ASTM A 325, TYPE I, FOR HIGH STRENGTH BOLTS. ASTM A 307, GRADE A, ANCHOR BOLTS. ASTM A 36, FY=36 KSI FOR PLATES, BARS, RODS, AND ANGLES. ASTM A 563, HEAVY HEX NUTS. ASTM A 436, HARDENED STEEL WASHERS. 3. THE DESIGN OF CONNECTIONS FOR ANY PORTION OF THE STRUCTURE NOT INDICATED ON THE DRAWINGS SHALL BE DESIGNED BY THE FABRICATOR AS FOLLOWS: A. STANDARD CONNECTIONS SHALL BE USED WHERE POSSIBLE. B. ALL SHOP CONNECTIONS SHALL BE WELDED OR HIGH STRENGTH BOLTED. FIELD CONNECTIONS SHALL BE HIGH STRENGTH BOLTED WHERE POSSIBLE. C. UNLESS NOTED, BOLTS SHALL BE 3/4" DIAMETER ASTM A-325 TYPE N BEARING CONNECTIONS. BOLTS SHALL BE "SNUG TIGHT." D. PROVIDE THE MINIMUM NUMBER OF BOLTS REQUIRED TO DEVELOP THE BEAM SHEAR "V" NOTED ON THE CONTRACT DRAWINGS. IF THE BEAM SHEAR IS NOT NOTED, THE CONNECTIONS SHALL DEVELOP THE BEAM SHEAR V = W/2 WHERE W IS THE TOTAL ALLOWABLE BEAM UNIFORM LOAD BASED ON LATERALLY SUPPORTED SIMPLE SPAN MOMENTS PER TABLES LOCATED IN THE AISC MANUAL OF STEEL CONSTRUCTION, 9th EDITION, BEAMS, PAGES 2-36 THRU 2-140, 4. MEMBERS SUPPORTING DECK AT THE PERIMETER OF THE BUILDING SHALL BE CONTINUOUS EXCEPT AT EXPANSION JOINT. BUTT WELD CONTINUOUS MEMBERS PLACED END TO END. 5. STRUCTURAL STEEL SHALL RECEIVE ONE SHOP COAT OF RUST INHIBITIVE PRIMER UNLESS THE STEEL IS TO RECEIVE SPRAY ON CEMENTITUOUS FIREPROOFING. SEE ARCHITECTURAL DRAWINGS. ALL EXPOSED STEEL SHALL BE HOT DIPPED GALVANIZED OR COATED WITH CORROSION INHIBITED PAINT. 6. STEEL COLUMNS AND BASE PLATES SHALL HAVE MINIMUM 3" CONCRETE COVER PROTECTION. METAL DECK: 1. STEEL ROOF DECK SHALL BE: A. GALVANIZED AND GAGE AS SHOWN ON ROOF PLAN AS MANUFACTURED BY VULCRAFT/NUCOR OR APPROVED EQUAL. B. MANUFACTURER SHALL BE A MEMBER OF THE STEEL DECK INSTITUTE. C. ROOF DECK MUST COMPLY WITH STEEL DECK INSTITUTE STANDARDS. ALL ROOF DECK SHALL BE CONTINUOUS OVER A MINIMUM OF THREE SPANS. D. ROOF DECK WITH LIGHTWEIGHT INSULATING CONCRETE SHALL BE VENTED. AND 690 GALVANIZED. 2. ALL ROOF DECK TO BE DESIGNED, MANUFACTURED, AND INSTALLED IN ACCORDANCE WITH LATEST FACTORY MUTUAL STANDARDS. SHOP DRAWINGS 1. THE SHOP DRAWINGS SHALL BE SUBMITTED IN COMPLETE PACKAGES FOR THE FOLLOWING: A. CONCRETE MIX DESIGNS B. CONCRETE REINFORCING STEEL AND WELDED WIRE FABRIC C. CONCRETE MASONRY UNIT SUBMITTALS AND OTHER MASONRY ACCESSORIES D. STEEL OPEN WEB JOISTS AND METAL DECK. E. STRUCTURAL STEEL F. PRE-ENGINEERED STEEL STAIRS G. PRE-ENGINEERED LIGHT -GAGE METAL TRUSSES 2. PRE-ENGINEERED ITEMS SHALL BE SUBMITTED SIGNED AND SEALED BY A SPECIALITY ENGINEER REGISTERED IN THE STATE OF FLORIDA. OPEN WEB STEEL JOISTS: 1. ALL JOISTS SHALL BE FABRICATED WITH STANDARD CAMBER AND ERECTED IN ACCORDANCE WITH STEEL JOIST INSTITUTE, LATES,f REVISION. 2. K -SERIES STEEL JOISTS SHALL BE CONNECTED TO STEEL BY 1/8" WELD, 1-1/2" EACH SIDE or (2) 1/2" DIAMETER BOLTS. 3. EXTEND LOWER JOIST CHORD AT ALL COLUMNS PER OSHA REQUIREMENTS. EXTEND AFTER DEAD LOADS ARE APPLIED, 4. HORIZONTAL BRIDGING SHALL BE AN ANGLE AT TOP AND BOTTOM, DESIGNED FOR L/r=300 OR LESS (U.N.). .5. CROSS BRIDGING SHALL BE AN ANGLE DESIGNED FOR L/r=200 OR LESS UNLESS NOTED. 6. BOTTOM CHORD OF ROOF JOIST SHALL BE DESIGNED FOR NET UPLIFT OF 17 PSF. 7. UNLESS NOTED K -SERIES STEEL JOIST SHALL HAVE 2 1/2" DEEP BEARING. WHERE STEEL JOIST OR GIRDER SLOPE EXCEEDS 1/4" PER FT., PROVIDE SLOPED BEARING. 8. ALL JOIST SHALL RECEIVE A COAT OF RUST INHIBITIVE PRIMER. FINISH JOIST PER ARCHITECT. 9. JOIST FABRICATOR SHALL HAVE A SPECIALTY ENGINEER REGISTERED IN THE STATE OF FLORIDA SIGN AND SEAL ALL STEEL JOIST SHOP DRAWINGS. THESE SHOP DRAWINGS SHALL CONTAIN A STATEMENT CERTIFYING THAT THE STEEL JOISTS CAN SAFELY RESIST THE WIND UPLIFT FORCES AS NOTED. 10. STEEL JOISTS SHALL BE DESIGNED, FABRICATED AND ERECTED TO THE REQUIREMENTS OF THE SPECIFICATIONS OF THE STEEL JOIST INSTITUTE FOR SERIES K JOISTS. 11. MANUFACTURER SHALL BE A MEMBER OF THE STEEL JOIST INSTITUTE. PROVIDE BRIDGING IN ACCORDANCE WITH SJI STANDARDS UNLESS NOTED OTHERWISE ON THE DRAWINGS. COLD FORMED METAL FRAMING (METAL STUDS AND JOISTS): 1. DESIGN, FABRICATIONS AND ERECTION SHALL CONFORM TO AISI "SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS", LATEST EDITION. ALL METAL STUDS SHALL BE GALVANIZED. 2. ALL 43 MIL AND 33 MIL STUDS, JOISTS, TRACK, BRIDGING, END CLOSURES AND ACCESSORIES SHALL BE FORMED FROM STEEL THAT CORRESPONDS TO THE REQUIREMENTS OF AISI "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS" WITH A MINIMUM YIELD OF 33,000 PSI (U.N.O.). 3. ALL MATERIAL AND ACCESSORIES SHALL BE FORMED FROM STEEL HAVING A G-60 GALVANIZED COATING, MEETING ASTM A 653. 4. UNLESS NOTED, ALL SCREWS OR PINS SHALL BE NON CORROSIVE NO. 8-18 (D=.125") OR LARGER (DO NOT USE STAINLESS STEEL OR COPPER COATED FASTENERS). 5. UNLESS NOTED, TRACKS SHALL BE SAME DEPTH AS STUDS OR JOISTS AND EQUAL OR THICKER GAUGE THAN STUDS OR JOISTS, TRACKS SHALL BE CONNECTED TO SUPPORTS AT w, MAX. STUDS OR JOISTS SHALL BE CONNECTED TO TRACKS AT EACH SIDE. 6. THE QUANTITY OF STUDS AND JOISTS DISPLACED OR CUT FOR OPENING SHALL BE PLACED HALF ON EACH SIDE OF OPENING PER METAL STUD HEADER SCHEDULE ON TYPICAL DETAIL SHEET. PREFABRICATED METAL ROOF TRUSSES: 1. ALL PREFABRICATED METAL TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH ANCHORS AND OR CLIPS DESIGNED BY THE METAL STUD TRUSS DELEGATE ENGINEER. 2. THE CONTRACTOR SHALL STRICTLY FOLLOW L.G.S.E.A.'S "FIELD INSTALLATION GUIDE FOR COLD -FORMED STEEL ROOF TRUSSES" FOR THE PROPER STORAGE, HANDLING AND BRACING REQUIREMENTS. 3. TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH A.I.S.I. SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS LATEST EDITION. 4. BRIDGING SHALL BE DESIGNED AND PROVIDED BY THE TRUSS MANUFACTURER. SHOW BRIDGING ON THE SHOP DRAWINGS. 5. ALL WEB TO CHORD CONNECTIONS SHALL BE DESIGNED BY THE TRUSS MANUFACTURER AND SHALL BE WELDED CONNECTIONS, CONNECTIONS WITH SHALL NOT BE PERMITTED. 6. TRUSS MANUFACTURER SHALL DESIGN TRUSS TO TRUSS CONNECTIONS, TEMPORARY AND PERMANENT BRACING, SPLICES, CONNECTIONS AND OVERBUILT FRAMING. 7. FABRICATION AND INSTALLATION DRAWINGS SHALL BE APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTING TO THE ARCHITECT FOR REVIEW AND BEFORE FABRICATION. COMPONENT AND CLADDING WIND PRESSURES EFFECTIVE WIND AREA WALL ZONES V=120 MPH, EXP. B, I = 1.0 BUILDING CATAGORY II, Cpi - +/- 0.18 10 20 50 100 4 +25.9/-28.1 +24.7/-26.9 -1-23.2/-25.4 +22.0/-24.2 ' N 2 -110.5/-43.5 +10.0/-38.8 cj -1-25.9/-34.7 +24.7/-32.4 +23.2/-29.3 -1-22.0/-26.9 ,j 1. EDGE DISTANCE A = 8 FEET A A ELEVATION ROOF WIND UPLIFT PRESSURES (PSF) EFFECTIVE WIND V=120 MPH, EXP. B, I = 1.0 AREA ROOF BUILDING CATAGORY II, Cpi = +/- ZONES '10 20 50 0.18 100 +10.5/-25.9 +10.0/-25.2 +10.0/-24.4 +10.0/-23.7 r/ '-- C7 2 = ' N 2 -110.5/-43.5 +10.0/-38.8 +10.0/-32.7 +10.0/-28.1 ,j +10.5/-65.4 +10.0/-54.2 +10.0/-39.3 +10.0/-28.1 1. EDGE DISTANCE A = 8 FEET A A ni AKi Stnctura_1 Engineers P.O. Box 300190 Fern Park, Florida 32730 Phone: 407 677 7949 Fax: 407 677 0084 CERTIFICATE OF AUTHORIZATION NO. 26850 oil S(mfuy,d, Flor•idu 32771 1'. U. Lar 2808 Surrfur•rl, 1'lurida 32772-2808 I'lruue 407 322-6841 Fax 407 330-06319 Certificate of Authorization _No. AA26000926 Q zoos Errgbieers Surveyors f1 r•cltitt�chs Plcttxuers Lcutclsc(tpe Architects EtZvirottrttelltld scielitists collstrructioll (Vl a tt cigetrt ert t Design/ L'uild z 0 4 U �L U Mal 00 Q) ro D � N F- i U G L - z z Lu �• 2Z� U C`� 9no U ,n 47 _jiJU U.0 =u LL c 0 tz ®MEN MMI® w 111- w re- u0 ZLL w LL. W z 0 -A < W Z CL Lel.. U w Sheet No. U :c r/ '-- C7 2 = ' N _0 MU) w 111- w re- u0 ZLL w LL. W z 0 -A < W Z CL Lel.. U w Sheet No. 0 _0 -0 o ai Z U) a� o C 0 w 111- w re- u0 ZLL w LL. W z 0 -A < W Z CL Lel.. U w Sheet No. TYP. PIPE UNDER FTG. NOTE FILL ALL BLOCK WITH 3000 P.S.I. CONCRETE BELOW DOWELS MATCI- WALL VERT. REINF. PROVIDE 48 BAR DIA. L. SPLICE CMU WALL SEE PLAN NOTES T 2ND FLR. SEE PLAN CONCRETE TIE - SEE PLAN & S STANDARD ACI HOOK SEE PLAN T.O. FOOTING 3000 PSI CONC. (FIRST POUR) VE WALL FOOTING OL SEE PLAN T. 0. FOOTING TYP, FTG. ADJACENT TO TRENCH TYPICAL HIGH LIFT CMU GROUTING 1= DOWELS MATCH — COLUMN VERT. REINF. PROVIDE 48 BAR DIA. LAP SPLICE CONC.COLUMN — SEE PLAN -LI Ir;?ta STANDARD ACI HOOK \- R. ADDT'L #4 HAIRPIN EACH WAY AT CENTER OF BEAM CONC.COLUMN SEE PLAN IAIT 3 ro Fo Y a LIFT ;MED 1/2" ISOLATION JOINT CONC. SLAB ON GRADE SEE PLAN I 1, T/SLAB SEE PLAN '-1 1 I-1 I I-1 1 I=i T FTG �r SEE PLAN • s • ------FOOTING S" ---- FOOTINGS" PLAN =1 I L—III=I 11_i � I � I --I 11 - III_ III=' --III. III TYPICAL CONCRETE COLUMN AT EXTERIOR AND FOOTING N.T.S. MATCH WALL VERT. REINF. PROVIDE 48 E DIA. LAP SPLI NOTE FILL ALL BLOCK WITH 3000 P.S.I. CONCRETE BEL01 DOWELS MATC WALL VERT. REINF. PROVID 48 BAR DIA. I SPLICE CMU WALL SEI PLAN NOTES STANDARD AC HOOK (SEE TYP. SECT.) TYP. STEPPED FTG, REINFORCING E TYP. SECT.) W 0 TYPICAL LOW LIFT CMU GROUTING SLAB CONSTRUCTION WWF (SEE PLAN 0 D = (SEE ARCH) T = (SEE PLAN) SAW CUT CONTROL JOINT FILL SAW CUT W/_ / TO BE '1/4 THE SLAB THICKNESS JOINT FILLER (SHALL BE WITHIN 12 HOURS) x x— WWF z (SEE PLAN) m < L J J to METAL OR PLASTIC KEY SAW CUT CONTROL JOINTS FORMER NAILED TO BULKHEAD (REMOVE METAL OR PLASTIC KEY AFTER FIRST POUR) WOOD BULKHEAD FORMER NAILED TO BULKHEAD (REMOVE AFTER AFTER FIRST POUR) FIRST POUR) WWF (SEE PLAN) X_ F�x TYP. DEPRESSED SLAB RUBBER INSERT -0 O Q Q Q NOTE: PLAN FOR ADD'L DISCONTINUE HORIZ � �rn REINF. AT JOINT SECOND POUR L m (_') CMU WALL CONTROL FIRST POUR < n cJi� w i 1.- SAW CUT BUND BEAMS, TIE BEAMS 1" DEEP TO CONTINUE WALL W co 2•- CONTROL JOINT SPACING IS NOT TO EXCEED 25'-0" U.C. SLAB CONSTRUCTION JOINT MASONRY. REFER TO DWGS. FOR SPECIFIED LOCATIONS AS NOTED THUS VERTICAL REINFORCING BAR 3.- CONTINUE ALL BOND BEAMS, TIE BEAMS REINF. THROUGH THE JOINT. IN GROUTED CELL EACH SIDE RAKE JOINT CAULK EA. & SIDE \ OF JOINT. REINFORCING TO MATCH TYP. WALL REINFORCEMENT z CONCRETE BELOW GRADE — CMU WALL — BEYOND 18" u LTJ (1) Z tom, PREMOLDED' � RUBBER INSERT -0 O Q Q Q NOTE: PLAN FOR ADD'L DISCONTINUE HORIZ � �rn REINF. AT JOINT PLAN VIEW (_') CMU WALL CONTROL JOINT DETAIL NOTES i 1.- SAW CUT BUND BEAMS, TIE BEAMS 1" DEEP TO CONTINUE WALL CONTROL JOINT TO TOP OF WALL. 2•- CONTROL JOINT SPACING IS NOT TO EXCEED 25'-0" U.C. IN WALLS WITH MORE THAN 25'-0" OF UNITERUPTED MASONRY. REFER TO DWGS. FOR SPECIFIED LOCATIONS AS NOTED THUS ` 3.- CONTINUE ALL BOND BEAMS, TIE BEAMS REINF. THROUGH THE JOINT. NOTE FILL ALL BLOCK CELLS WITH 3000 P.S.I. z CONCRETE BELOW GRADE — CMU WALL — BEYOND 18" OR CONTROL JOINT NOTE #4 CONT, #5 X 12"1 SEE TYPICAL DETAIL FILL ALL BLOCK CELLS AT 24" O.C. WITH 3000 P.S.I. PAV'T SEE 1/2" PREMOLDED rj, CONCRETE BELOW GRADE CIVIL CONC. SLAB ON JOINT FILLER� .� DOWELS MATCH GRADE TE AN SLAB \ WALL VERT. ISOLATION REINF. PROVIDE 1/2" • x SEE PLAN 48 BAR DIA. LAP JOINT SPLICE71, CONC. SLAB ON ;-III CMU WALL SEE -_ GRADE SEE PLAN PLAN NOTES ,� #5 AT 24 O.C. � 10 MIL VAPOR T SLAB BARRIER (TYP) SEF_ PLAN T,---I� rR=-rrr=flT=1r —x x T FTG SEE PLAN t7' III- ;Ili=i i 1 i,-__ STANDARD ACI --- FOOTING SEE 1II;_II = HOOK \''� �- PLAN HOOK STANDARD ACI —10 MIL VAPOR TYPICAL STEEL COLUMN ISOLATION JOINT N.T.S. • LADDER SEE ARCH, PAV'T SEE CIVIL (2) #5 CONT. W L W `� a T SLAB SEE PLAN TYPICAL THICKENED SLAB FOR LADDER N.T.S. (4)#6 VF-- 2"CLR. #3 TIES AT 8" c.c. CC -1 CONCRETE COLUMN TYPES T FTG BARRIER (TYP) ,lkSEE PLAN FOOTING SEE PLAN — 3" CLR. SECTION 2 3" CLR. SECTION 1 tS 2 0 JO BASE PLATE DETAIL * WELD SIZE EQUAL TO COL. WALL THICKNESS SECTION 4 3/4"=1'-O" �OO 3/4"0 A307 A.B. TOP 5" THREADED AND PROJECTED AND 9" MIN. EMBEDMENT W/ 3" HOOK PROVIDE NUT, WASHER AND LEVELING NU -r (TYP.) \ 1/2" PJF� PAV'T SEE CI \ CIVIL PROVIDE 3" MIN. CONC. \ COVER OVER ANCHOR —\ BOLTS AND BASE PLATE z z 0 — CV G N�4 I u) • (L COL. BASE PL SEE PLAN STEEL COL. & BASE PLATE (SEE 4/S200) COLUMN BLOCK-OU'r (FILL IN W/ CONC. AFTER COLUMN ERECTION) WWF (SEE PLAN) SEE PLAN X X X T.O. SLAB J a FOR FTG, SIZE AND REINF. SEE FOUNDATION PLAN AND—, - FTC SCHEDULE SECTION 5 �S 2:0 JO �t 1 SEE PLAN T.O. FOOTING 10 MIL VAPOR BARRIER (TYP.) \— I "x12"x1'-0° BASE PLATE NOTE: 2)#4 INSTALL BELOW UPPER LAYER CTR ON CORNER) OF SLAB REINFORCING SEE NOTE ABOVE SLAB EDGE— c\1 (2)#4 X 6'-0' (CTR ON CORNER) SEE NOTE ABOVE 1 � U N i_ U -0 O Q Q Q \--SEE PLAN FOR ADD'L SLAB REINF. TYP. SLAB CORNER REINF. REINF. GROUTED CELLS '77 1111 � I ,I su��i4'F PROVIDE PREFAB. "L" PROVIDE PREFAB. "T" JOINT REINFORCING JOINT REINFORCING AT AT ALL CORNERS ALL INTERSECTIONS L —V PARTIAL PLAN REINF. GROUTED CELL CMU WALL—\ CMU WALL - CONCRETE COLUMN 01 1 1.,10 cj ��Ilml ::I PROVIDE DOVETAIL— CONCRETE EXTEND HORIZ. JOINT ANCHOR COLUMN REINF. 6" INTO CONC. COLUMN. PARTIAL PLAN PARTIAL PLAN (MASONRY LAID AFTER COLUMN) (MASONRY LAID BEFORE COLUMN) TYPICAL CMU WALL DETAILS N.T.S. CL COL. BASE PL 3/4"0 A307 A.B. TOP 5" THREADED AND PROJECTED AND 9" MIN, r STEEL COL. �c BASE EMBEDMENT W/ 3" HOOK PLATE (SEE 4/S200) 1"X12"X1'-0" BASEPLATE I I I COLUMN BLOCK-OUT PROVIDE NUT, WASHER (FILL IN W/ CONC. AND LEVELING NUT AFTER COLUMN ERECTION) (TYP.) WWF (SEE PLAN) ,k -r/SLAB '1 z'� .I SEE PLAN z Q 2r/ 0I__ z r/F rG L SEE PLAN NO -FES -I 10 MIL VAPOR it BARRIER (TYP.) u FOR FTG. SIZE AND REINF. SEE FOUNDATION PLAN AND FTG. SCHEDULE SECTION 3 3/4"=1'-0" �00 CONC. SLAB ON GRADE SEE PLAN T SLAB —x X x x x x x— _ SEE PLAN —,,, ,, ,., 11-01, (1) /f4 CONT. SECTION 3/4"=1'-O" 5200 -1 PTOIFIM _._ Structural Engineers P.O. Box 300190 Fern Park, Florida 32/30 Phone: 407 677 7949 Fax: 407 677 0084 CERIIFICAIE OF AUTHORIZATION N0. 26850 v 500 West Fultoit ulreef Scutford, Florida 32771 P. O. BOX 2808 Sartfiir-cl, 121urida 32772-2808 P torte 407 322-6841 rtes: 407 330-06.-',9 Certificate of Authorization No. A426000926 � Oc ?003 Ert�rttteet"s Sltrveyoes Architects Plcittiters Lctrtrlsccipe Architects Ettvlroilit'letitird Scieritists Coils trttctioil NIRi1Ci� eii'l f'.t't l VesignlBuild __W pz LULU z z � Lu _0io b C1 W Jr) GI0 z = CLi ILL n' (D O � O 011)> O U U N i_ U -0 O Q Q Q cl) 0 (n ❑ o Z _ o � �rn u7 (_') o a 000 i _c _r = �r N z I�- IN IM I MI Nlalz -0 U) Q) ❑ O 011)> O U U N i_ U -0 O Q Q Q cl) 0 (n ❑ o Z _ o LL TU (_') o a 000 _c _r = �r N -0 U) Q) ❑ O 011)> O U U N i_ U -0 O Q Q Q cl) 0 (n ❑ o Z _ o LL w 0 w z 2 u LTJ (1) Z tom, W z F LL0 Q 0 LLI z a i� yJ Z 0 Lu ® CL �W� U Cie W Sheet No. BLOCK-OUT MASONRY AND - POUR SOLID W/ CONCRETE AT EMBED IN MASONRY WALL 4" MIN. ,.PiTiiiFiiecie BM TO EMBED „il,i - DBL ANGLE o - CONNECTION 0 EMBED PL PER STL BM TO CONCRETE CONNECTION SCHEDULE 0 0 O EAM 3/4" DIA A325N BOLTS - w/ STD AISC HOLES IN 2 1/2" ANGLES AND LONG SLOTS - 6'-0" LG. DBL. KNOCK -OUT IN BEAM - FINGER TIGHTEN BLOCK CONT. WITH BOLTS. SEE SCHEDULE FOR (2) #5 EACH COURSE NO, OF BOLTS REQ'D (2) L4x4x5/16 DOUBLE ANGLE \ �- REINF. � MASONRY CAST IN PLACE CONCRETE ADDITIONAL #5's VERTICAL CONNECTION TO MASONRY (UNLESS NOTED OTHERWISE) ' STEEL BEAM SEE PLAN STD AISc w/ RETURN/ ETURN 1/4 CONNECTION TO CONCRETE (UNLESS NOTED OTHERWISE) 6. 1 'L" # OF BOLTS STEEL S T CONCRETE CNNECTI N SCHEDULE -�--1AT 3/4"DIA. A32. 3 END CE WALLS AND NARROW COLUMN FACE W14 3/4"DIA. A32E 4 12" STEELSINGLE BEAM # OF OT SIZE SINGLE PL # OF EMBED PL t I 1/2" EMBED w 6 SIZE BOLTS WELD TO EMBED STUDS LENGTH PLATE Y CL U' 8 W10, W12 (3) 5/16" 9" 1/4" FILLET (4) 12" 1/2 x 15 x 1'-3" LG N W12 W14, W16, (4) 5/16" 12" 1/4" FILLET (5) 16" 'f- < , W18 (5) 3/8" 15' 5/16" FILLET (6) 20" TO CON( EMBED DETAIL W21 (6) 3/8" 18" 5/16" FILLET (7) 24" W24, W2/,3/8" (7) LU 21" 5 16" FILLET / (8) 28" 0 SCALE: N.T.S. �1 TS COL. AND W -BEAM 1/2" CAP PLATE / i --TS COLUMN SEE PLAN NOTE: STEEL JOISTS NOT SHOWN FOR CLARITY SECTION 1 3/4"=1'-0" S300 _r PARAPET SEE PLAN TYP. 1 /4" 3,. Y0. FOR COSEE SINE LE CTIOONS INFO. W -BEAM SEE PLAN --3/8" THRU PLATE, TYP. 1 /4„ 3/8" X 6" PLATE -W-BEAM SEE TABLE BELOW SEE PLAN FOR REO'D LENGTH - -3/8" X 6" PLATE SEE TABLE BELOW SEE TABLE BELOW FOR CONNECTIONS INFO. FOR REQ'D LENGTH SECTION 2 3/4"=1'-0" �OO BEAM SIZE DOLT SIZE & TYPE # OF BOLTS LENGTH OF PLATE IF REQ'D W12 3/4"DIA. A32. 3 10" W14 3/4"DIA. A32E 4 12" W16 3/4"DIA. A32t 4 12" W18 3/4"DIA. A32E 5 15" W21 3/4"DIA. A32 6 18" W24 3/4"DIA. A32t 7 24" W27 3/4"0IA. A32 8 24" 4, T PARAPET_ SEE PLAN 3/16 JOIST BRG SEE PLAN DETAIL "A—A" SECTIONr3 3/4"=1'-0" �OO 4 1/2" SINGLE PL CONNECTION - W/ 3/4" DIA. BOLTS PER SCHEDULE BELOW STEEL BEAM SEE PLAN CONCRETE COLUMN SEE PLAN N - EMBED It PER SCHEDULE - 5/8" DIA. x 6" LG HEADED STUD ('TYPICAL) CONNECTION TO CONCRETE AT NARROW FACE n .r J NOTE: WHERE DISTANCE FROM PANEL POINT DOES NOT EXCEED 6" FOR JST. GIRDER OR 3" FOR K -JOIST, STRUC. IS NOT NEEDED. L 3X3X1 /4" EA. SIDE @ JST. GDR. L 2X2X1/4" EA. SIDE (D K -JOIST TYP. JST. JST. GIRDER CHORD SUPPORT FOR LOADS Q OTHER THAN PANEL POINT LOCATIONS DBL K.0 BLOCK W/(2) #5 CONT. TOP AND BOT. GROUT SOLID L3X3X1/4XCONT. ATTACHED W/ 3/4" DIA. X 4" EMBED STAINLESS STEEL EXP. BOLTS ®32" O.C. IN GROUTED CELLS METAL ROOF DECK SEE PLAN STEEL JOIST SEE PLAN 7X7X3/8" EMBED PLATE W/(2) -5/8"O X 5" LG. H.S. SEE DETAIL A -A DBL. K.0 BLOCK W/(2) #5 CONT. TOP AND BOT. GROUT SOLID T PARAPET SEE PLAN 3/16 Ask JOIST BRG SEE PLAN to 11 7 DETAIL "A—A" SECTION 3A 3/4"=1'-0" �OO COPE 3" TYP. FL LL v: FOR SIZE AND LOCATION OF REQUIRED ROOF OPNC. SEE MECHANICAL DWCS. AND OR HVAC MANUFACTURER STEEL EA TO CONCRETE FULLY GROUTED CONNECTION SCHEDULE STEEL 6'-0" STEEL CUP ANGLE CONNECTION CONCRETE EMBED CONNECTION BEAM SIZE ~ L6x4x5/16 (LLV) )NIT RT ANGLE LENGTH (IN) BOLTS EMBED PLATE HEADED STUDS W24, W27 FOUNDATION PLAN 18 6 1/2 x 15 x 2'-0" LG 12 3 4 DIA IN (4) ROWS W18, W21 CONT. 15 5 1/2 x 15 x 1'4' LG (`J) 3/4" DIA CONCRETE LINTEL, 2500 C/) EXP. BOLTS P.L.F. COMPOSITE IN (3) ROWS W14, W16, CAPACITY. 12 4 1/2 x 15 x 1'-3" LG (9) 3/4" DIA IN (3) ROWS W12 9 3 1/2 x 15 x 1'-3" LG (6) 3/4" DIA w Z #5 CONT. -TOP AND BOT. #5 CONT. TOP AND BOT. IN (2) ROWS STL JOIST Z SEE SECT N/A 1/2 x 12 x 1'-0" LG 4 3/4DIA TO CON( LL 0 w e IN 2 ROWS NOTE: 1 ALL STUDS ARE 5" AND EQUALLY SPACED NTH MINIMUM EDGE DISTANCE OF 1 1/2" J 2 MINIMUM EDGE DISTANCE FROM CL OF STUDS TO FACE OF CONCRETE SHALL NOT BE LESS THAN 4" WITHOUT APPROVAL BY ENGINEER LU 3 PROVIDE NELSON TYPE STUDS OR APPROVED EQUAL BY ARCHITECT DBL K.0 BLOCK W/(2) #5 CONT. TOP AND BOT. GROUT SOLID L3X3X1/4XCONT. ATTACHED W/ 3/4" DIA. X 4" EMBED STAINLESS STEEL EXP. BOLTS ®32" O.C. IN GROUTED CELLS METAL ROOF DECK SEE PLAN STEEL JOIST SEE PLAN 7X7X3/8" EMBED PLATE W/(2) -5/8"O X 5" LG. H.S. SEE DETAIL A -A DBL. K.0 BLOCK W/(2) #5 CONT. TOP AND BOT. GROUT SOLID T PARAPET SEE PLAN 3/16 Ask JOIST BRG SEE PLAN to 11 7 DETAIL "A—A" SECTION 3A 3/4"=1'-0" �OO COPE 3" TYP. FL LL v: FOR SIZE AND LOCATION OF REQUIRED ROOF OPNC. SEE MECHANICAL DWCS. AND OR HVAC MANUFACTURER i,vrw villi SUPPORT TYP. ROOF OPENING HVAC SUPPORT FMG. SIDES, TYP. TABLE N FULLY GROUTED T'—U" L3x3x3/16 6'-0" L4x3x1/4 (LLV) '. (2) #5 CONT. ~ L6x4x5/16 (LLV) )NIT RT 0 1i VERT. REINF. SEE o id FOUNDATION PLAN N- NOTES. N CONT. 7X7X3/8° EMBED ��Q U -SHAPED PRECAST (2)-5/8"0 X 4" EMBED CONCRETE LINTEL, 2500 C/) EXP. BOLTS P.L.F. COMPOSITE CAPACITY. X 5" LG. H.S. SEE 1 m i,vrw villi SUPPORT TYP. ROOF OPENING HVAC SUPPORT FMG. SIDES, TYP. TABLE N L SIZE T'—U" L3x3x3/16 6'-0" L4x3x1/4 (LLV) - 0 L5x3x1 /4 (LLV) 10'-0" L6x4x5/16 (LLV) )NIT RT L6x4x5/16 (LLV) (2) #5 CONT. /- VERT. REINF. SEE FOUNDATION PLAN NOTES. /-FULLY GROUTED (2) #5 CONT. � r _ U—SHAPED PRECAST CONCRETE LINTEL, 2500 P.L.F. COMPOSITE CAPACITY. L.,2 12" C.M.U. PRECAST LINTEL SCHEDULE NOTES: N.T.S. 1. SHORE PRECAST LINTEL PER MANUFACTURER RECOMMENDATIONS. 2. VERIFY W/ ARCH'L DWCS. FOR SIZE & LOCATIONS OF OPENINGS. 3. PROVIDE 8" MIN. BEARING EACH END. jL T PARAPET DBL K.0 BLOCK W/(2) #5 CONT. TOP AND SEE PLAN ' BOT. GROUT SOLID DBL K.0 BLOCK W/(2) Iill''il #5 CONT. TOP AND 1!! " BOT. GROUT SOLID L3X3X1/4XCONT. ATTACHED W/ L3X3X1/4XCONT, ATTACHED W/ 3/4" DIA. X 4" EMBED STAINLESS 3/4" DIA. X 4" EMBED STAINLESS STEEL EXP. BOLTS Cgs 32" O.C. IN STEEL EXP. BOLTS © 32" O.C. IN GROUTED CELLS GROUTED CELLS METAL ROOF DECK METAL ROOF DECK SEE PLAN `SEE PLAN B DECK VARIES SEE PLAN ■ ■ ABRIDGING ■ � --- - 0 U (� n • IN =co Ell Illi .................. . > STEEL JOIST V) (2) #5 CONT. /- VERT. REINF. SEE FOUNDATION PLAN NOTES. /-FULLY GROUTED (2) #5 CONT. � r _ U—SHAPED PRECAST CONCRETE LINTEL, 2500 P.L.F. COMPOSITE CAPACITY. L.,2 12" C.M.U. PRECAST LINTEL SCHEDULE NOTES: N.T.S. 1. SHORE PRECAST LINTEL PER MANUFACTURER RECOMMENDATIONS. 2. VERIFY W/ ARCH'L DWCS. FOR SIZE & LOCATIONS OF OPENINGS. 3. PROVIDE 8" MIN. BEARING EACH END. jL T PARAPET DBL K.0 BLOCK W/(2) #5 CONT. TOP AND SEE PLAN ' BOT. GROUT SOLID DBL K.0 BLOCK W/(2) Iill''il #5 CONT. TOP AND 1!! " BOT. GROUT SOLID L3X3X1/4XCONT. ATTACHED W/ L3X3X1/4XCONT, ATTACHED W/ 3/4" DIA. X 4" EMBED STAINLESS 3/4" DIA. X 4" EMBED STAINLESS STEEL EXP. BOLTS Cgs 32" O.C. IN STEEL EXP. BOLTS © 32" O.C. IN GROUTED CELLS GROUTED CELLS METAL ROOF DECK METAL ROOF DECK SEE PLAN `SEE PLAN B DECK VARIES SEE PLAN PRECAST LINTEL SEE SCHEDULE ON S606 SECTION 4 3/4"=1'—O" S30U 0 J O 07 0 CK N l-RTU SEE MECH, I 18 GAUGE x 2" WIDE GALV. STEEL HOLD-DOWN MOUNTING FRAME STRAP W/ (2) #1U TEK SCREW`_ IN r0 UNIT MOUNTING FRAME, CURB ANGLE SUPPORT - INSTALL STRAP © 24" O.C. MAX. ROOFTOP UNIT SUPPORT FRAMING ANGLE SEE TABLE ABOVE JOISTS SEE PLAN L2X2X3/16 X -BRIDGING (2 ROWS BOTH SIDES) TYP. RTU HOLDDOWN T PARAPET SEE PLAN (2) #5 CONT. VERT. REINF. SEE FOUNDATION PLAN NOTES. FULLY GROUTED (2) #5 CONT. lJ-SHAPED PRECAST CONCRETE LINTEL, 2500 P.L.F. COMPOSITE CAPACITY. DBL K.0 BLOCK W/(2) #5 CONT. -TOP AND BOT. GROUT SOLID L3X3X1/4XCONT. ATTACHED W/ 3/4" DIA, X 4" EMBED STAINLESS STEEL EXP. BOLTS © 32" O.C. IN GROUTED CELLS METAL ROOF DECK SEE PLAN B DECK VARIES 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 PRECAST LINTEL SEE SCHEDULE ON 5606 SECTION r4A structuni Engineers P.U. Box 300190 Fern Pork, Florida 32730 Phone: 407 671 '1949 Fax: 407 677 0084 CERTIFICATE OF AUTHORIZATION N0, 26850 L lmo 00 West Fulton Street Sartforcl, Florida 32771 I'. U. Box 2808 Smiforcl, Florida 32772-2808 .('/torte �l(17 322-6S�L:L Fax 407 330-0639 Cei,tificttte of Autltorizatiun No. YU126000926 (D zoos E itgin tiers Surveyors Arclt i techs l'lurtrters L,artdscctpe Arclxilects Lttvironlrtetital Scientists C'oilstructiott tYl tt n agern en t Design/ L'uilcl o 0 < /Y ABRIDGING I'�\ � lu SEE PLAN U (� n • r0 c fl Uco,n JW�� 0 L CL0z 2 Q. Y LL =co Illi .................. . > STEEL JOIST V) EE PLAN N L2-1 /2X2-1 /2X1 /4" 7X7X3/8° EMBED ��Q (2)-5/8"0 X 4" EMBED n C/) EXP. BOLTS PLATE W/(2) -5/8"O X 5" LG. H.S. SEE C) DETAIL A -A DBL. K.0 BLOCK W/(2) DBL. K.0 BLOCK W/(2) w Z #5 CONT. -TOP AND BOT. #5 CONT. TOP AND BOT. GROUT SOLID GROUT SOLID Z �'�o PRECAST LINTEL SEE SCHEDULE ON S606 SECTION 4 3/4"=1'—O" S30U 0 J O 07 0 CK N l-RTU SEE MECH, I 18 GAUGE x 2" WIDE GALV. STEEL HOLD-DOWN MOUNTING FRAME STRAP W/ (2) #1U TEK SCREW`_ IN r0 UNIT MOUNTING FRAME, CURB ANGLE SUPPORT - INSTALL STRAP © 24" O.C. MAX. ROOFTOP UNIT SUPPORT FRAMING ANGLE SEE TABLE ABOVE JOISTS SEE PLAN L2X2X3/16 X -BRIDGING (2 ROWS BOTH SIDES) TYP. RTU HOLDDOWN T PARAPET SEE PLAN (2) #5 CONT. VERT. REINF. SEE FOUNDATION PLAN NOTES. FULLY GROUTED (2) #5 CONT. lJ-SHAPED PRECAST CONCRETE LINTEL, 2500 P.L.F. COMPOSITE CAPACITY. DBL K.0 BLOCK W/(2) #5 CONT. -TOP AND BOT. GROUT SOLID L3X3X1/4XCONT. ATTACHED W/ 3/4" DIA, X 4" EMBED STAINLESS STEEL EXP. BOLTS © 32" O.C. IN GROUTED CELLS METAL ROOF DECK SEE PLAN B DECK VARIES 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 PRECAST LINTEL SEE SCHEDULE ON 5606 SECTION r4A structuni Engineers P.U. Box 300190 Fern Pork, Florida 32730 Phone: 407 671 '1949 Fax: 407 677 0084 CERTIFICATE OF AUTHORIZATION N0, 26850 L lmo 00 West Fulton Street Sartforcl, Florida 32771 I'. U. Box 2808 Smiforcl, Florida 32772-2808 .('/torte �l(17 322-6S�L:L Fax 407 330-0639 Cei,tificttte of Autltorizatiun No. YU126000926 (D zoos E itgin tiers Surveyors Arclt i techs l'lurtrters L,artdscctpe Arclxilects Lttvironlrtetital Scientists C'oilstructiott tYl tt n agern en t Design/ L'uilcl v o 0 < /Y -0 D 0 CL Q (n OZ (� � lu L U (� 2 LL Lu U r0 c fl Uco,n JW�� 0 L CL0z 2 Q. Y LL v o 0 -0 Y 0 0 -0 D 0 CL Q (n �� 0-5 o Z 0 O v> s =co > (� V) N N CO) BEEN SOMEONE -0 F 0 o 0 -0 Y 0 0 -0 D 0 CL Q (n �� 0-5 o Z u - _ s =co 0 V) N Z ® ��Q n C/) z -0 F 0 o 0 -0 Y 0 0 -0 D 0 CL Q (n �� 0-5 o Z u - Lu 0 V) Z ® ��Q � z Lu C) w Z L_L. Z �'�o << LL 0 w e J <t LU Z 0 W 0 W • �U) _ U) U D w 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 (MC) 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 N EC. 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. UQN. 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 STABILQY 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 250.65 AND ARTICLE 250 OF THE NEC. UON. CONDUIT SIZE PROVIDE MINIMUM CONDUIT OF �" 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. UQN. 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. 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 DEVICES 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, UQN. 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 -TQ -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 FBC FLORIDA BUILDING CODE FDS FUSED DISCONNECT (SAFETY) SWITCH FLOUR FLQURESCENT FMC FLEXIBLE METAL CONDUIT FMT FLEXIBLE METAL TUBING GND GROUND (ELECTRICAL) GEN GENERATOR GF] 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 PCB 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 SWITCBOARD TEL TELEPHONE TTB TELEPHONE TERMINAL BOARD UG UNDERGROUND UL UNDERWRITERS LABORATORY UPS UNINTERRUPTABLE POWER SUPPLY UON UNLESS OTHERWISE NOTED V, VAC VOLT, VOLT AC W WATT WP WEATHERPROOF XFMR POWER TRANSFORMER NOT ALL ABBREVIATIONS ARE USED IN EVERY DESIGN milnn engineering mechanical . electrical . plumbing 925 South Semoran Blvd, Suite 100 Winter Park, Florida Phone: 407.678.2055 Fax: 407.678.2088 Certificate of Authorization #26271 COMMON SYMBOL LEGEND DUPLEX RECEPTACLE, NEMA 5-20R, MOUNT 18" AFF UQN, 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. O SINGLE RECEPTACLE, NEMA 6-30R, MOUNT AS REQUIRED Q SINGLE RECEPTACLE, NEMA 14-30R, MOUNT AS REQUIRED (, 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 UQN, $D WALL SWITCH, DIMMER, 125/277VAC, 1500W, MOUNT 48" AFF UON, $M MANUAL MOTOR STARTER, 125/277VAC, 20A, MOUNT 48" AFF UON. TELEPHONE OUTLET DATA OUTLET COMBINATION TELEPHONE & DATA OUTLET 4 TELEVISION OUTLET ® ELECTRICAL MAIN DISTRIBUTION PANELBOARD OR SWITCHBOARD ® ELECTRICAL PANELBOARD SURFACE MOUNT ELECTRICAL PANELBOARD FLUSH MOUNT ELECTRICAL FAN 5D SMOKE DETECTOR (NOT PART OF FIRE ALARM SYSTEM) DOORBELL WITH TRANSFORMER AND CHIME D REMOTE SHUNT TRIP DEVICE IN "BREAK GLASS" WEATHERPROOF BOX Li FUSED SAFETY (DISCONNECT) SWITCH LO SAFETY (DISCONNECT) SWITCH, NON-FUSED @j JUNCTION BOX: SIZED PER NEC RACEWAY CONCEALED ABOVE CEILING OR IN WALLS - - - - - RACEWAY CONCEALED BELOW FLOOR OR FINISHED GRADE A-1:3 WIRING HOME RUN: LETTER INDICATES PANEL; NUMBER IS BRANCH CIRCUITS) w GROUND fie--{ SURFACE MOUNTED STRIP LIGHT FIXTURE CQ�I 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) WALL MOUNTED EXIT LIGHT, SOLID QUADRANT INDICATES FACE (UNSWITCHED) 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 �'�j...=j� • I NOT ALL SYMBOLS ARE USED IN EVERY DESIGN I 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. 500 WestFultort Street Samford, Florida 32771 Y. O. Box 2808 Sanford, Florida 32772-2808 111ione 407 322-6841 Fax 407 330-0639 Certificate of Authorization No. AA26000926 c 2008 Engirteers Surveyors Architects 1'Ittttrlers Landscape Architects Ettvirortrrterttttl Scientists Constrrtctiort. A4an.agerrterr t Design/Btiiltl eet- of 19 - Mar - 2008 tiLitcah K. Smr*t, Pt:. 52772 N Im ❑ >1 In C 0 � I�IN mlglalalzl cy) z O f -- Q w O w z -J Q w z 0 w w w LU Q w 12_ LU LLI Z () WZ Ll. W 3. ® 0 U- Uj z 0 j L� Z 0 (1) Q ko LU x F- -...S 090 No. E I . I a -0 � O � > Q U ° Z � Q s w 0) o chi civ 0 ❑ U U Q cn ❑ -, .- L -I z O f -- Q w O w z -J Q w z 0 w w w LU Q w 12_ LU LLI Z () WZ Ll. W 3. ® 0 U- Uj z 0 j L� Z 0 (1) Q ko LU x F- -...S 090 No. E I . I PLAN PLAN NOTES; G PROVIDE 1" EMPTY CONDUIT FOR FUTURE SIGNAGE. PROVIDE 2" EMPTY CONDUIT WITH PULL STRING TO TELEPHONE SERVICE BOX (LOCATION TO BE DETERMINED IN THE FIELD), PROVIDE 4'x4'x%" FIRE RATED PLYWOOD TTB. PROVIDE 4" EMPTY CONDUIT FROM MEi•ER CENTER TO SHOWN LOCATION FOR FUTURE PANELS, (W 1\03 ) milan engineering J ® N mechanical . electrical. plumbing 925 South Semoran Blvd, Suite 100 Winter Park, Florida Phone: 407.678.2055 Fax: 407.678.2088 Certificate of Authorization #2627'1 500 West.Fulton Street Sanford, floridu 32771 P. 0. I3ox 2808 Sanford, Florida 32772-2808 .Phone 407 322.-6841 Fax 407 330-0639 Certificate of Authorization No. AA26000926 C 2008 Etigitteers Stirvefors Archi tests Platitters Landscape Architects Etivirotttttetital Scientists Constritction 14witigeniettt Uesipil Ditild eer u I I1 , • / i � I,f' ' _T II V r . Qo1 I -=r-a , HP -1 HR -7 NOTES' WP 3 i1 -J i II E 1. ALL NIGHTLIGHT FIXTURES, EMERGENCY LIGHTS, AND ' (---- EXIT SIGNS SHALL BE CONNECTED TO UNSWITCHED - -- - BRANCH CIRCUIT, EMERGENCY FIXTURES AND EXIT I ��' ,'I EL [� ! , --- -- _-- SIG S HA BE CONNECTED TO THE SAME CIRCUIT I I N SHALL Ili I I t I I I t n ,, Itil I rl .I,• •i . -- C ,1111 1 '1 I II I I I 1 ( h I . � � I I � II I��, � I l r it � � 11 i I I i I I III I �LI � I I f I f 1 i• 1' 1 ___ (.IIII Ill.11 illlllLI(Ill,I.IL.Iii,Ili.11_�LiL>��1�[Q[[II,��I�,IIL.J[IIIILIIII�I IIIII•.f�IIIII,ILJillll.,lllll,ll 1111�L1111.1 I�.�L,L_..IL.LiL��lllll�ll,i(IIIIIItLtIIliL [�r� THAT PROVIDES NORMAL LIGHT IN THE AREA,- ------- ------ -- _._ _ . _ _ TYPICALLY NIGHTLIGHT. C I I C I C C C; r Al i1h^iM1,1l uNl'a(iaul_ a,'T,'t. —5 RX. 1 i "< IIII it I L � 0 G G r I. .. :-. ......... .............- ..—.--.--. ....... -.................... , ELECTRICAL PLAN 0 4' 8' 16' 24' 1/8)) = V-0)) NORTH c V2008 -- — I I I / 1 C C C C C o _ N "' - ..r,, 1 II III L l �_ll X111,_._.._._.__._. _. �11[[r_._.__.__ ._ I I III C rl lill i7.1 l Ali III I I i l i Ill l I 1 i ,il I I I I Ili r III 1.1 1 _� Ill.l[<li ll 1 11II II�L..L[[11�I I1111UI1 II�II�I 111 [ I>ir��Illlll_I][1I>i[ [1.1�II!��IIIiIIlJ1111 �iL][IP._LIil7[IIII�_11I11 �1I11[1L_LI_ -f 5 Z _ EL i �� ✓�� �\ EL ( T N itcsh K. Saisat, PE 52772 (FL) V U > v7 0 0 a X X E l _ _ B B s J811 T 0 --- -------- --- -- -- -- — — ' —'-- WIP u -= A CIrl' r i A A TR - Q dj as I I1 , • / i � I,f' ' _T II V r . Qo1 I -=r-a , HP -1 HR -7 NOTES' WP 3 i1 -J i II E 1. ALL NIGHTLIGHT FIXTURES, EMERGENCY LIGHTS, AND ' (---- EXIT SIGNS SHALL BE CONNECTED TO UNSWITCHED - -- - BRANCH CIRCUIT, EMERGENCY FIXTURES AND EXIT I ��' ,'I EL [� ! , --- -- _-- SIG S HA BE CONNECTED TO THE SAME CIRCUIT I I N SHALL Ili I I t I I I t n ,, Itil I rl .I,• •i . -- C ,1111 1 '1 I II I I I 1 ( h I . � � I I � II I��, � I l r it � � 11 i I I i I I III I �LI � I I f I f 1 i• 1' 1 ___ (.IIII Ill.11 illlllLI(Ill,I.IL.Iii,Ili.11_�LiL>��1�[Q[[II,��I�,IIL.J[IIIILIIII�I IIIII•.f�IIIII,ILJillll.,lllll,ll 1111�L1111.1 I�.�L,L_..IL.LiL��lllll�ll,i(IIIIIItLtIIliL [�r� THAT PROVIDES NORMAL LIGHT IN THE AREA,- ------- ------ -- _._ _ . _ _ TYPICALLY NIGHTLIGHT. C I I C I C C C; r Al i1h^iM1,1l uNl'a(iaul_ a,'T,'t. —5 RX. 1 i "< IIII it I L � 0 G G r I. .. :-. ......... .............- ..—.--.--. ....... -.................... , ELECTRICAL PLAN 0 4' 8' 16' 24' 1/8)) = V-0)) NORTH 12 c� c M 0 o Z N "' aaa 5 Z U U T V U > v7 0 0 a a� 12 c� M o Z N "' aaa 5 Z U U T V U b r 0 0 a A 0 J811 0 (DU Q dj as LL LU Iia LU Y Z w va _1 Q W U - Z - = Q w Q �-. Q U LL O W Z C_,) W Z W b —1 0 W W X (n Q W i� Sheet No. 24'/� `^� -�,_.. , l PERMIT DATE; n W H Legend: ELEV=elevation; FND=found; HDPE=high density polyethylene pipe; INV=invert; IP=iron pipe; IRC=iron rod and cap; LF=liner feet; MH=manhole; N&D=nail and disk; PSM=Professional Surveyor and Mapper; PVC=polyvinylchloride pipe; RPZ=reduced pressure back flow preventer; TYP=typical; WM=water meter; FF=finished floor elevatlo; POr3=point of beginning; POC=point of commencement REVIS10i ,FA;5� f,���in / �0 'r L� tl Is �����,,,`` �y / 1 V �I I t V V t L, Il UHU OHU ---- OHU _ UHU OHU S90'00'00V 252.53'(A)(P) / PC EASXISTMENT c / _ / POINT Of- DEPARTURE FDEPARTURE (POINT OF COMMENCEMENT -1/2" IRC J6723 SW CORNER OF LOT 2l (i - (POINT OF COMMENCEMENT -1/2" IRC J6723 SW CORNER OF LOT 2l (i - r OHU LOT 2 SHUPPES OF THE MARKETPLACE AT I SEMINOLE TOWNE CENTER (PER PLAT BOOK 60, PAGES 95-96) PARCEL ID #: 32-19-30-505-0000-0020 j oomP -,,': NAP SEMINOLE MARKErPLACE LLC I 25.00' j f (ACCESS EASEMENT) ` J lt7 PROPOSED TRANSFORMER ly O CURB AND " ":' FsISEMENT , { ' GUTTER I � rrivATr to 1-, (TYPICAL) d" ,NN_r94U ;..''E:: e25699 ------_- POINT OF I � / BEGINNING r I I 30.00' (ACCESS EASEMENT) - ^ — — — — — — — — 'r — — — —— — --T — — — DESCRIPTION. — COMMENCE AT THE SOUTHWEST CORNER OF LOT 2, SHOPPES OF THE MARKETPLACE AT SEMINOLE TOWNE CENTER, AS RECORDED IN PLAT BOOK 68, PAGES 95-96, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, A 1/2" IRON ROD AND CAP 116723; THENCE RUN NORTHEAST ALONG THE — WEST BOUNDARY LINE OF SAID LOT 2, BEING A CURVE CONCAVE TO THE EAST, WITH THE FOLLOWING DIMENSIONS, A RADIUS OF 1949.84 FEET, A CHORD OF 29.20 FEET A CHORD BEARING OF N 22'2321" E, A CENTRAL ANGLE OF 00'51'29" A DISTANCE OF 29.20 FEET TO A POINT ON THE BOUNDARY; THENCE DEPARTING N 90'00'00" E, 17.66 FEET TO A POINT ON AN EXISTING CROSS ACCESS AND UTILITY EASEMENT' THENCE N 90'00'00" E ALONG THE NORTH LINE OF SAID EASEMENT 256.99 FEET TO A POINT ON THE NORTH LINE OF SAID EASEMENT BEING THE POINT OF BEGINNING OF THE TRANSFORMER EASEMENT' THENCE N 90'00'00" E, 10.00 FEET- THENCE N 00'00'00" E, 10.00 FEE(;- THENCE N 90'00'00" W, 10.00 FEET,' THENCE S 00-00'00', 10.00 FEET TO THE POINT OF BEGINNING. SAID EASEMENT CONTAINS 100.00 SQUARE FEET MORE OR L SHUPPES OF THE MARKETPLACE AT SEMINOLE TOWNE CENTER 1 (PER PLAT BOOK 68, PAGES 95-90) )vne �� I ! ^�'<f 1 �I �sC LLi; 25.00' T( I I --VJ y . (Al cEss PAlI H. v( �1td�'k�t +, EASEMEN-j Ali I , I I III III ro ,c b� r c rl 0 c� ol ;mak 5 ro G ro N O din v E o a z T Q C !a C C 0- U o Inm Qu ro U).U).D T Q :I=E� =3a� o O w � r v ,U O hL o -I O UU T C 'U N -x 00 a � o N WO O 0 L O j W, '2 I 2 N z c n.•v a to In 2.r Y O N m 4.o N 56 ai <r ri o m HP— 13-1-9 milan engineering . ..... --- --- mechanical elecArical . plumbing J. ------------- R25 South Sern n Suite 100 -qra - -- ----. Winter Rork, - Florida ----------------------------- — ---------------------------- Phone: 40-1678 2055 HP -9:1 1 Fax: 407.678.2088 i ica E) of Authorizati6n H26271 2#10 +1#1CG IN 3/4" C (TYP) PROPOSED UTILITY TRANSFORMER E ELECTRICAL SITE PLAN 0 4' 8' 16, 32' 3/32" = 1j-0)) 500 West Fulton Street Sanford, Florida 32771 P. 0. Box 2808 Sanford, Florida 32772-2808 -Phone 407 322-6841 Fax 407 330-0639 Certificate of Authorization No. AA26NO926 200 Engineers Stirveyors Architects Planners Landscape Architects E-tivirontnental Scientists Constrnetion Management Desigril,fluild of 31 - Mar - 2008 i%tcsli K. Smatt, PE 52772 in, M 4- W w 00 4- I I I I❑ ' L 0 > 0 LM 0 (D q) z -0 0 (D U) w U) > M 4- W w 00 4- I I I I❑ ' L 0 > 0 LM cu (D 2 CL z -0 0 (D U) w 0- F— w W -'-w < w L) 0 —j (L w LL LLJ w 3: 0 0 V) F— LL. LL 0 w j z < (1) (1) U W Z LL CL CL 0 W X Ld 64% w Sheet No. E2,3 PLAN NOTES: Q THE ELECTRICAL UTILITY IS FLORIDA POWER AND LIGHT, CONTRACTOR SHALL CONTACT ENGINEER OF RECORD IF THE SERVING UTILITY INDICATES THAT THE AVAILABLE FAULT CURRENT ON THE SECONDARY SIDE OF THE UTILITY TRANSFORMER IS GREATER THAN SHOWN, PROVIDE INDIVIDUAL METER SOCKET, MILBANK OR EQUAL RATED AT 240VAC OR HIGHER IN A NEMA 3R ENCLOSURE, VERIFY SOCKET REQUIREMENTS WITH SERVING UTILITY, BOND SOCKET ENCLOSURE TO GROUNDING ELECTRODE CONDUCTOR, UNLESS OTHERWISE REQUIRED BY SERVING UTILITY, LOCATE METER SOCKET AT ELEVATION BETWEEN 4 FEET AND 5 )/ FEET ABOVE FINISHED GRADE. UON. PROVIDE PANELBOARD, EATON (CUTLER -HAMMER) POW -R -LINE, LOAD CENTER, OR EQUAL, WITH COPPER BUS AND CONFIGURED AS SPECIFIED ON RESPECTIVE PANELBOARD SCHEDULE. WHERE APPLICABLE, INSTALL SERVICE ENTRANCE -TYPE UL LABEL, CONTRACTOR TO FIELD DETERMINE TOP OR BOTTOM ENTRANCE AND CONDUIT HUB PLACEMENT, PROVIDE WIREWAY, SQUARE D TYPE LDR OR EQUAL, SIZE AS REQUIRED, OUTDOOR, SURFACE MOUNT, NEMA 3R. BOND ENCLOSURE TO GROUNDING ELECTRODE CONDUCTOR UON, PROVIDE SERVICE GROUNDING SYSTEM IN ACCORDANCE WITH NFPA 70, ARTICLE 250. GROUNDING ELECTRODE CONDUCTOR SHALL BE COPPER, MINIMUM SIZE AS SHOWN, AND SHALL EXTEND FROM SERVICE NEUTRAL/GROUND CONNECTION POINT TO BURIED GROUND ROD SYSTEM. CONDUCTOR CONNECTION TO GROUND ROD(S) SHALL BE EXOTHERMAL WELD OR EQUAL, GROUND ROD(S) SHALL BE COPPER CLAD STEEL, MINIMUM 5/8" DIAMETER, ROD TO ROD CONNECTION SHALL BE EXOTHERMAL WELD OR EQUAL, PROVIDE MINIMUM OF TWO, 20 FOOT IN LENGTH ROD ASSEMBLIES, BURIED IN EARTH, SEPARATED BY NOMINAL 20 FEET DISTANCE, TO ACHIEVE MEASURED GROUNDING RESISTANCE OF LESS THAN 25 OHMS. IF NEEDED, ADD ADDITIONAL GROUND ROD(S) TO ACHIEVE REQUIRED GROUNDING RESISTANCE, PROVIDE GROUND BONDING JUMPERS BETWEEN GROUNDING ELECTRODE CONDUCTOR AND: BUILDING STEEL, METAL COLD WATER PIPE (ADDITIONAL JUMPER PLACED AROUND WATER METER), EQUIPMENT ENCLOSURES AND RACEWAYS, MAKE CONNECTION USING EXOTHERMAL WELD, LISTED GROUND CLAMP OR EQUAL, LIGHT FIXTURE SCHEDULE TYPE MANUFACTURER & PART NUMBER DESCRIPTION LAMPS BALLAST FACTOR FIXTURE WATTS REMARKS 14 DAY -BRIGHT M2SS-4 8' SURFACE MOUNTED STRIP LIGHT FIXTURE (2) 54WT8 N/A MAIN; 100A MCB 3 6 NITE-BRITES CUTOFF WALL LIGHT 70MH N/A 3 6 WLC070MDT-LP 1 4 Ej 2 5 3 SECUTIRY LIGHTING ANGLE REFLECTOR WALL SCONCE. (1) 75W N/A N/A CONSULT FACTORY FOR OTHER C RLM-10OMH-SA-S3-RW-12 COND PHASE NEUT GND LAMP WATTAGES. D L1 L2 1_3 DMD I BKR COND PHASE NEUT GND BEGHELLI EXIT SIGN, WHITE THERMOPLASTIC WITH RED LED LED 1.0 4 rn D E VA4-R-SA SELF -POWERED, INTEGRAL 90 MINUTE BATTERY, 120/277 V #12 20/1 L 250 L 20/2 CEILING, WALL & END MOUNTING #10 - #10 W ELBBY-25MR BEGHELLI EMERGENCY LIGHT, EMERGENCY ONLY, WHITE SELF -POWERED, INTEGRAL 90 MINUTE BATTERY, 120/277 V (2) MR16 1.0 10 #12 #12 #12 CEILING, WALL & SURFACE MOUNTING L L - PROVIDE QUICK DISCONNECT FOR BALLAST PER NEC 2008 410.73(G), CONTRACTOR SHALL PROVIDE SUBMITTAL OF ALL FIXTURES TO OWNER AND ARCHITECT, SUBMITTAL SHALL BE APPROVED BY OWNER PRIOR TO ORDERING ANY FIXTURES MILAN ENGINEERING WILL NOT BE RESPONSIBLE FOR DESIGN INTENT OF FIXTURES NOT MEETING OWNERS EXPECTATIONS. ELECTRIC UTILITY COORDINATION UTILITY: FLORIDA POWER AND LIGHT CONTACT PETER GORNEY PH: 407-328-1902 FAX: 407-328-1910 EMAIL: Pete r-Gorney0fpl, corn. MAIL: -- INITIAL CONTACT DATE 03/18/2008 REMARKS, BEFORE STARTING CONSTRUCTION CONTACT UTILITY AND DISCUSS COST AND AVAILABILITY OF POWER WITH FPL ENGINEER. NOTES: 1. PROVIDE 2 -CHANNEL LIGHTING CONTROL TIMER 120V WITH 30A CONTACTORS WITH NUMBER OF POLES SHOWN OR EQUAL AND CONTACTOR ASSY PROVIDE WITH NEMA 1 OR NEMA 3R AS REQUIRED BY LOCATION. 2. UNLESS OTHERWISE SPECIFIED, CIRCUIT NEUTRAL(S) SHALL NOT BE SWITCHED. 3. REFER TO INSTALLATION MANUAL AND OWNER PRIOR TO SCHEDULE LIGHITNG CONTROL, CH1 CH2 C NO NQ C NO NC HP -11 HP -11 TIMER SUPPLY N 120 277 TO PNLBD HP -11 _LIGHT CONTROL SYSTEM (TYP) (NOT TO SCALE) PHOTO ELL 12"x36" WIRE WAY NEMA 3. � 100A F #1/0 AND 1 6G C7 1#3/0 IN 1"C MCB 1 UTILITY e TRANSFORMER 300KVA S/C 41.6 KA TO FUTURE LIGHTING TENENT CONTROL 100A PANEL 'HP' - _ --- - - - c Q WATER BLDG CONCRETE ENCASED 2 SETS OF 4#600 PIPE STEEL ELEC— T 0 4" EMPTY CONDUIT WITH POWER STRANGER FOR KCMIL IN 3)/2" CONDUIT20' 2Q' FUTURE TENENS 5/8"X20' GND. ROD-------,/ TEL/DATA PNLBD QIRCUIT HP -3— 1 4 —EXTERIOR A HP -5— 2 ❑ 5 —LIGHTS 3 6 — HP -2 HP -4 — HP -6r HP -8 — HP -12T HP -12 — HP -11 — HP -1 5 6� HP -1 T— HP -20 — — — 1 B 4 —PARKING —LIGHTS —PARKING — LIGHTS —PARKING —LIGHTS —PARKING —LIGHTS — MONUME — SIGN —. — 2 5 6 3 14 � LOCATION: C E]5 2 MAIN; 100A MCB 3 6 CONN. LOAD: 13.5 2 4 D 3 6 1 4 Ej 2 5 3 6 a CONTROL FROM TIMER 120V A I B I C I D I E N N N N I NI CH1 CH2 CH2 CH2 CH2 NO NO NO NO NO ELECTRICAL RISER N.T.S. INTERIOR TENANT SPACE FOR FUTURE PANELS, milan engineering ® M ■ mechanical . electrical . plumbing 925 South Semoran Blvd, Suite 100 Winter Park, Florida Phone: 407.678.2055 Fax: 407.678.2088 Certificate of Authorization #26271 • 500 West Fulton Street Sanford, Florida 32771 P. U. Box 2808 Sanford, Florida 32772-2808 Phone 407 322-6841 Fax 407 330-0639 Certificate of Authorization No. AA26000926 OC zoos Engineers Surveyors Architects Planners Landscape Architects Environmental Scientists Construction Management Design/.Build Engineer Of Recor 28 -Mar - 2008 Miteah K. Smut. PE 52772 (FL) n PANEL HP m � L.J � LOCATION: AS PER PLAN z MAIN; 100A MCB w CONN. LOAD: 13.5 KVA VOLTAGE: 120Y/208V SYSTEM: 30, 4W ZW FEED: TOP TRIM: SURFACE BUS RATING 100A a GROUND BUS: YES COPPER Z CKT LOAD SERVED � COND PHASE NEUT GND BKR DMD L1 L2 1_3 DMD I BKR COND PHASE NEUT GND v w LOAD SERVED CKT 1 TEMP LIGHTING rn D 1/2" #12 #12 #12 20/1 L 250 L 20/2 1/2" #10 - #10 W PARKING LOT LIGHTS 2 3 EXTERIOR WALL PACKS 1/2" #12 #12 #12 20/1 L L - - #10 - - 1? 4 5 EXTERIOR WALL PACKS 1/2" #12 #12 1 #12 20/1 L L 20/2 1/2" #10 - #10 PARKING LOT LIGHTS 6 7 - - - - - _ - L - - #10 - - " 8 9 - - - - - _ 1 50 L 20/2 1/2" #10 - #10 PARKING LOT LIGHTS 10 1 1 TORK LIGHTING CONTROL 1/2" #12 #12 #12 20/1 N 125 L - - #t0 - - " 12 13 - - - - - - L 20/2 1/2" #10 - #10 PARKING LOT LIGHTS 14 151 L - - #10 - - " 16 17 " - - - - - _ - L 20/2�14' #10 - #10 MONUMENT SIGN 18 1 19 " - - - - - _ - L -#10 - - " 20 INTERRUPT RATING: 42,000 AIC 5135 1 3925 4480 FROM: LOADS (IN VA ) CONNECTED DEMAND MINIMUM LOADS DEMAND CONNECTED MINIMUM REMAINING FACTOR FEEDER FACTOR FEEDER CONTINUOUS LOADS 0 1.25 0 , LIGHTING 13360 1.25 16700 NON -SEASONAL REMAINING MOTORS 0 1.0 0 NON-CONTINUOUS LOADS 180 1.0 180 RECEPTS TO 10 KVA 0 1.0 0 RECEPTS REMAINING 0 0.5 0 LARGEST MOTOR 0 0.25 0 DEMAND LOADS 0 1.0 0 SPACE HEATING 0 0.0 0 WATER HEATING 0 1.0 0 TOTAL CONNECTED LOAD 13.5 KVA 37.6 AMPS AIR CONDITIONING 0 1.0 0 KITCHEN EQUIP. 0 1.0 0 MIN. FEEDER/PANEL CAP. 16.9 KVA 46.9 AMPS OVERALL DEMAND FACTOR 1.25 • 500 West Fulton Street Sanford, Florida 32771 P. U. Box 2808 Sanford, Florida 32772-2808 Phone 407 322-6841 Fax 407 330-0639 Certificate of Authorization No. AA26000926 OC zoos Engineers Surveyors Architects Planners Landscape Architects Environmental Scientists Construction Management Design/.Build Engineer Of Recor 28 -Mar - 2008 Miteah K. Smut. PE 52772 (FL) n m � L.J � z 0 o ',n w 4-1 W Q ZW cd D Z a a a Z u -. � o r - O LU W0 4 -0 O ro v w ® _j rn D O -0 ca U cll 2 CL to O z -0 W Q U Q U)0� id LL Sheet No. L.J � z w LU ZW Q Q U u -. LU W0 4 ® _j to W ZLL Q n_ id ® W tz X(1)Q w ko C) W w u b Sheet No. GENERAL NOTES -.PLUMBING 1. CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM ALL WORK IN STRICT ACCORDANCE WITH 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. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF PLUMBING FIXTURE MOUNTING HEIGHTS, AND DIMENSIONS, 16. CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR METALS, 17• 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. 18. 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, 19. DO NOT PENETRATE WALL FOOTINGS WITH PIPING, COORDINATE WITH 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, 20. 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, 21, 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. 22, 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. 23. DOMESTIC WATER PIPING 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. PIPING SYMBOL W -�--- CW COLD WATER AND FLOW ?---HWS HOT WATER SUPPLY AND FLOW c—N - HWR --- 2 HOT WATER RETURN AND FLOW ®SS WASTE OR SANITARY AND FLOW ------- 2"V ---------- VENT AND SIZE �laaevaa.ST ■aaaaaa»r STORM PIPE 2------- CD -------- CONDENSATE DRAIN -- -� P.D.I. SHOCK ABSORBER & P.D.I. SIZE �--- - —+ HB/WH HOSE BIBB/WALL HYDRANT in PRESSURE REDUCING VALVE 2---- -� GATE VALVE ---pQ�---� GLOBE VALVE '�-------{�}-- -� CHECK VALVE �- ---� BALL VALVE - - --� SAFTEY OR PRESSURE RELIEF VALVE z �c---- - --�� VALVE IN RISER - - --� DIRECTION OF FLOW c'--- -�-- --� REDUCER OR INCREASER c -- - --� ECCENTRIC REDUCER j t 2----�- -� TOP CONNECTION, 45 OR 90 DEGREES a a ?---`_}-- -� BOTTOM CONNECTION, 45 OR 90 DEGREES ?-- -�- --? SIDE CONNECTION n Z 2-----`- ---� CAPPED OUTLET 2---C�i--- --i DROP IN PIPING �----���— - --� RISE IN PIPING 2-----{) f-- --� UNION L T � SOLENOID VALVE 2-----�"�-- -- z WATER FLOW MEASURING DEVICE 2---- - -�--� PRESSURE GAUGE PLUMBING EQUIPMENT SCHEDULE CLEANOUT (ECO) SANITARY FLOOR CLEANOUT: ZURN ZN1400-NL-BP BRONZE PLUG (PVC OR CAST IRON PLUG NOT APPROVED). * COORDINATE FLOOR CLEANOUT TYPES WITH ARCHITECTURAL FINISH SCHEDULE ZURN ZN1400-CM-NL-A FOR CARPETED SURFACES, ZURN ZN1400-TX-NL-A FOR TILE. (MATCH PIPE) WALL HYDRANT- (WHY) BRONZE NICKEL PLATED QUARTER TURN NON -FREEZE HYDRANT WITH HOSE CONNECTION, INTERGAL VACUUM BREAKER. "T" HANDLE KEY, AND STAINLESS STEEL BOX WITH FULL 180' COVER OPENING, J,R. SMITH MODEL # 550QT milan engineering J illy ® IIID mechanical. electrical. plumbing 925 South Semoran Blvd, Suite 100 Winter Park, Florida Phone: 407.678.2055 Fax: 407.678.2088 Certificate of Authorization #26271 0 I 500 WestFniton Street Sanford, Florida 3277.1 P. 0. Box 2808 Sanford, Florida 32772-2808 .Phone 407 322-6841 Fax 407 330-0639 Certificate of Authorization No, AA26000926 2008 Engineers Surveyors Architects Planners Landscape Architects Environmental Scientists Construction A4anagetnent L)esign/Build r v ff .l® 19 - Mar - 2008 Mitcah K. Swart. PE 52772 (FL) m W 0 m U) W _O QCL C o w in � O w v tY L� 0 z � M —1 O j t cv m a a a z Ld co c*� T_ Z z _j can 0 � L T � 0 0 a a� � M O 0- v z W 0 _O QCL w z O w w L� 0 z � LL —1 W 0 Q 00 z Ld LL 0 W Z z _j can 0 w� � 0 0 F - z � M kw Sheet No. mi(an engineering ...... WHY :: I•• ----- - ' .. t t •I .I -- --- . ..................'.'.'' ..' - . _-.--.- .............. .. ....... ........ .. ... ....... .......... .......... ---- - ---- - - - - -- -.- - __ .. , ... _ - f - - , PLUMBING FLOOR PLAN 0 4' 8' 16' 24' 1/8?? = 1'-0" 011(111111[)II�Illlll'1111111111P111vllllll.[1]II�IL�II(ll(J.11111!11111111111111111 8" STORM 7,370 S.F.- 6"ST (SEE CIVIL DWGS FOR CONT.INVERT 35" BFF) 6" STORM 3,685 S. F. 6"ST 4 m d ECO .� t -._._..._ _..-._..._- 4 GREASE __W GREASE = r-- -1 - � t �4 ° SAN i �J - - . ....._.............-!- - _ __J -- - 24"SAN L i ECO ECO A 3 1 1 /4"CW M \-4„SAN 3 ice. 1Y2"CW SERVICE 1 "CW t (SEE CIVIL FOR C M w} CONT,) 5CD_2" GAS SERVICE .. 4"SAN =° (SEE CIVIL FOR - . ECO 1174"SAN -6 1# ST 02111011H11111!Iii NORTH bp 4” SAN -_ _ .. (SEE CIVIL FOR 6"TO M CONT,, INVERT 30" BFF) INVYRT OF' STO M AT 28" Q BFF -- - NOTES: Q CAP DOMESTIC COLD WATER SERVICE (50 PSI) FOR FUTURE TENANT, CAP 4" SANITARY INTO SPACE, STARTING INVERT SHALL BE 2'-0" BELOW FINISHED FLOOR. 3 DOMESTIC COLD WATER SERVICE TO TENANT, PROVIDE SHUT-OFF VALVE AND SUBMETER WITH EXTERIOR READERS. CAP 4" GREASE INTO SPACE, STARTING INVERT SHALL BE 2'-0" BELOW FINISHED FLOOR. 2" GAS UP FROM METER TO CEILING CAVITY THRU WALL WITH VALVE AND CAP TO AN AGREED UPON LOCATION WITHIN PREMISES, BY LANDLORD. LINE TO PROVIDE 1500 CFH ® 1/4 PSI ® METER, BY LANDLORD. SIZE OF PIPING T.B.D, UPON LOCATION & PRESSURE OF METER. PROPOSE LOCATION FOR FUTURE GREASE TRAPS, COORDINATE LOCATION WITH CIVIL ENGINEER. TRAP CAPACITY TBD. 7 PROPOSE GAS METER LOCATION, COORDINATE WITH GAS COMPANY. e 500 West Fulton Street Sanford, Florida 32771 P, O. Box 2808 Sanford, Florida 32772-2808 Phone 407 322-684:1 Fax 407 330-0639 Certificate of Authorizatiott No, AA26000926 c 20011 Engineers Surveyors Architects Planners Landscape Architects Environmental Scientists Construction A4anagerttent DesignI Bui ld Engineer of Record 2?_� ar- 2008 Nhtcsh K. Stuart, PE 52772 ■M■ ■M■ rn o U .. ....... _ U) Ci z n -5 v Lu o ......... ................:...:. ................................................................. ........ ...'.. '.' '. - .-. Q �4 LTJ w � ............................ .. ............................................................. ................. ................ . ....'.'.....'.'.'...... - _- --- - m F- F0 LL Lu z EL lel z 0 LuU -_. W Z. 1 I i i Sheet No. P 2 /1 m ...... WHY :: I•• ----- - ' .. t t •I .I -- --- . ..................'.'.'' ..' - . _-.--.- .............. .. ....... ........ .. ... ....... .......... .......... ---- - ---- - - - - -- -.- - __ .. , ... _ - f - - , PLUMBING FLOOR PLAN 0 4' 8' 16' 24' 1/8?? = 1'-0" 011(111111[)II�Illlll'1111111111P111vllllll.[1]II�IL�II(ll(J.11111!11111111111111111 8" STORM 7,370 S.F.- 6"ST (SEE CIVIL DWGS FOR CONT.INVERT 35" BFF) 6" STORM 3,685 S. F. 6"ST 4 m d ECO .� t -._._..._ _..-._..._- 4 GREASE __W GREASE = r-- -1 - � t �4 ° SAN i �J - - . ....._.............-!- - _ __J -- - 24"SAN L i ECO ECO A 3 1 1 /4"CW M \-4„SAN 3 ice. 1Y2"CW SERVICE 1 "CW t (SEE CIVIL FOR C M w} CONT,) 5CD_2" GAS SERVICE .. 4"SAN =° (SEE CIVIL FOR - . ECO 1174"SAN -6 1# ST 02111011H11111!Iii NORTH bp 4” SAN -_ _ .. (SEE CIVIL FOR 6"TO M CONT,, INVERT 30" BFF) INVYRT OF' STO M AT 28" Q BFF -- - NOTES: Q CAP DOMESTIC COLD WATER SERVICE (50 PSI) FOR FUTURE TENANT, CAP 4" SANITARY INTO SPACE, STARTING INVERT SHALL BE 2'-0" BELOW FINISHED FLOOR. 3 DOMESTIC COLD WATER SERVICE TO TENANT, PROVIDE SHUT-OFF VALVE AND SUBMETER WITH EXTERIOR READERS. CAP 4" GREASE INTO SPACE, STARTING INVERT SHALL BE 2'-0" BELOW FINISHED FLOOR. 2" GAS UP FROM METER TO CEILING CAVITY THRU WALL WITH VALVE AND CAP TO AN AGREED UPON LOCATION WITHIN PREMISES, BY LANDLORD. LINE TO PROVIDE 1500 CFH ® 1/4 PSI ® METER, BY LANDLORD. SIZE OF PIPING T.B.D, UPON LOCATION & PRESSURE OF METER. PROPOSE LOCATION FOR FUTURE GREASE TRAPS, COORDINATE LOCATION WITH CIVIL ENGINEER. TRAP CAPACITY TBD. 7 PROPOSE GAS METER LOCATION, COORDINATE WITH GAS COMPANY. e 500 West Fulton Street Sanford, Florida 32771 P, O. Box 2808 Sanford, Florida 32772-2808 Phone 407 322-684:1 Fax 407 330-0639 Certificate of Authorizatiott No, AA26000926 c 20011 Engineers Surveyors Architects Planners Landscape Architects Environmental Scientists Construction A4anagerttent DesignI Bui ld Engineer of Record 2?_� ar- 2008 Nhtcsh K. Stuart, PE 52772 ■M■ ■M■ 70 Z < N m co a a z c� CD rn o U a w �, U 7 o Q U) Ci z n -5 v Lu o - .-. Q �4 LTJ w � U cn Q W U CD - Z Wo®c > m F- F0 LL Lu z 70 Z < N m co a a z c� CD rn o U a w �, U 7 o Q U) Ci z n -5 ai LL Lu - .-. Q �4 LTJ w � U Q W U CD - Z Wo®c m F- F0 LL Lu z EL lel z 0 LuU -_. W Sheet No. P 2 /1