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420 W 1 St 01-2178 New construction Federal trust bank
;1 �� .;�' a J�rr�� �` STANDING SEAM METAL ROOF ON 304 FELT OVER 5/8" COX PLYWOOD DECK TOP OF BLOCK 10'-8" A.F.F. ALUMINUM EAVE ' FLASHING PER METAL ROOF REQUIREMENTS I" x 10' P.T. CLAD , .'.. ;.....` WOOD FASCIA BOARD BTM OF CONC. BEAM T 8'-8" A.F.F. VENTED VINYL SOFFIT G" E.I.F.S. CROWN t MOULDING 2' 0. G' E.I.F.S. FINISH. COMPLY WITH I"1ANUFACTURER'5 SPECIFICATIONS 2" x 4-1/2' ANODIZED ALUMINIM STOREFRONT WINDOW FRAMES W/ 1/4" THICK BUTT GLAZED GLASS I , in n 5 Ln AG I" E.I.F.S. FINISH. COMPLY WITH MANUFACTURER'S SPECIFICATIONS n n TOP OF SILL SEALANT / PRE-ENGINEERED WOOD TRUSS AT 24' O.C. HURRICANE STRAP R-19 AT EACH TRUSS INSULATION AIR 5/8" GYPSUM BOARD ON LBARRIER 2' METAL 'Z' FURRING AT 24" O.C. I" I- I I SEM R G D INSULATION OVER G MIL VAPOR BARRIER SUSPENDED ACOUSTICAL TILE CEILING -8' x 24" POURED IN PLACE LINTEL W/ 2-#4 TOP, MIDDLE t BOTTOM W/ #3 STIRRUPS AT 10' O.C. CULTURED MARBLE SILL 2 -8 A.F,F, SILL BLOCK .TH. 1. m5/8" GYPSUM BOARD ON tt5 DOWEL VERTICAL m �•' 2" METAL "Z" FURRING CENTERED IN 8" BLOCK cI : CHANNEL AT 24' O.C. 10' SPLIT -FACE :'J I" SEMI -RIGID INSULATION OVER BLOCK I G MIL VAPOR BARRIER iv 1/2' EXPANSION 1 J INT CONCRETE SLAB W/ G" x G" x WIA x WIA W.W.M. FINISHED FLOOR — O'-O" GRADE �. . - -' x- =,- --c-�-EE — I 1— .I !' III IIII—IIII=III II1— 711', IIII -MIL VAPOR BARRIER I I I COMPACTED SOIL Fil 1 = 1- I DOWEL TO MATCH VERTICAL - _ STEEL (SEE FOUNDATION PLAN I FOR LOCATION) LAP A MINIMUM - OF 48 BAR DIAMETERS _ IICONCRETE FOOTING _ —IIIIIIIIEEI _IIII=III IIII Ilil =IIIIII I Willi - SEE STRUCTURAL IIII WALL SECTION SCALE: 3/4" = 1'-0" 2" x 4-1/2' ANODIZED- ALUMINIM STOREFRONT WINDOW FRAMES W/ 1/4' THICK BUTT GLAZED GLASS LINE OF 10' SPLIT -FACE BLOCK (BELOW) SILL BLOCK BRAKE METAL —� COVER 2" x 4-1/2' ANODIZED — ALUMINIM STOREFRONT WINDOW FRAMES W/ 1/4" THICK BUTT GLAZED GLASS I II I n CULTURED II MARBLE ' II SILL P.T. WOOD I 1 NAILER I I I I I TS 4" x 4" x 1/4" I n I u I II ' I 5/8' GYPSUM BOARD ON 2" METAL 'Z' FURRING II CHANNEL AT 24' O.C. I n I u � u I II LINE OF 10' SPLIT -FACE II BLOCK (BELOW) I n 1 II I n STANDING SEAM METAL ROOF ON 30u FELT OVER 5/8" COX PLYWOOD DECK / PRE-ENGINEERED WOOD TRUSS AT 24" O.C. HURRICANE STRAP R-19 AT EACH TRUSS F INSULATION TOP OF BLOCK _ 10'-8" A.F.F. 8" CONCRETE KNOCK -OUT BLOCK AIR ALUMINUM EAVE W/ 1-tt5 BAR CONT. BARRIER FLASHING PER METAL ROOFi REQUIREMENTS I' x 10' P.T. CLAD WOOD FASCIA BOARD VENTED VINYL SUSPENDED ACOUSTICAL SOFFIT { TILE CEILING G" E.I.F.S. CROWN 5' I' MOULDING 2'-0" G" E,I,F.S, FINISH. COMPLY �. WITH MANUFACTURER'S I'.. SPECIFICATIONS j #5 VERTICAL AT 48" O.C. IN FILLED CELLS. LAP 48 BAR DIAMETERS (TYP) I . j. TOP OF LINTEL 10'-8' A.F.F. ALUMINIM SAVE o FLASHING PER METAL ROOF REQUIREMENTS I" x 10" P.T. CLAD WOOD FASCIA BOARD BOTTOM OF LINTEL 8'-8" A.F.F. VENTED VINYL SOFFIT G" E.I.F.S. CROWN MOULDING G" E.I.F.S. FINISH. COMPLY-7 WITH MANUFACTURER'S SPECIFICATIONS iv I n STANDING SEAM METAL ROOF ON 304 FELT OVER 5/8' COX PLYWOOD DECK 2" x 4-1/2' ANODIZED 5/8" GYPSUM BOARD ON ALUMINIM STOREFRONT 8' CONCRETE tl 2" METAL 'Z" FURRING WINDOW FRAMES W/ 1/4" BLOCK 11 CHANNEL AT 24" O.C. THICK BUTT GLAZED GLASS O G I it AG � I" E.I.F.S. FINISH. COMPLY WITH MANUFACTURER'S ll . SPECIFICATIONS in WITH MANUFACTURER'S Y c SPECIFICATIONS 11: I: I" SEMI -RIGID INSULATION OVER IG" PRE -FABRICATED G MIL VAPOR BARRIER COLUMN COVER ° CULTURED T MARBLE ri SILL SEALANT I:' TOP OF SILL SEALANT -�• TOP OF SILL •�I L - T 2'-8' A.F.F. — ° T 2'-8" A.F.F. ; ( .. SILL BLOCK •.� - SILL BLOCK c0 ` I GYPSUM BOARD ON I. 45 DOWEL VERTICAL CHANNEL AT FURRING URIO.C. g CENTERED IN 8" BLOCK BLOCK IT -FACE f AG { ;I 10' SPLIT -FACE— �. I" SEMI -RIGID INSULATION OVER BLOCK O I " G MIL VAPOR BARRIER 1 1/2' EXPANSION �y 1 1/2' EXPANSION J INT 10' SPLIT -FACE J INT CONCRETE SLAB BLOCK 'l CONCRETE SLAB W/ G' x G' x WIA x WIA W.W.M. " FINISHED FLOOR I I 2 W/ G x G x WIA x W1.4 W.W.M. _ FIIN16HE0 FLOOR I . � _ 2 O' '�" .°.:— •_..;: •_.°... . �a max.. e 01-01 GRADE I ..a ^ ° ... a e. m e T. _ GRADE I' P.. 1 - — III IIII I _ I I II IIII — II pI I G M L VAPOR BARRIER I I II �I I G MIL VAPOR BARRIER COMPACTED SOIL I I— o I =I I I COMPACTED SOIL - DOWEL TO MATCH VERTICAL = I DOWEL TO MATCH VERTICAL STEEL (SEE FOUNDATION PLAN oIII Q. '-.o = - o-- v -� .v..._ o' '. STEEL (SEE FOUNDATION PLAN FOR LOCATION) LAP A MINIMUM = FOR LOCATION) LAP A MINIMUM OF 48 BAR DIAMETERS - OF 48 BAR DIAMETERS _ CONCRETE FOOTING III= CONCRETE FOOTING SEE STRUCTURAL I =IIII= I I = SEE STRUCTURAL IIIIII (IIII Iil1 IIII I II IIII WALL SECTION 2 SCALE: 3/4" = I'—O" A6 LINE OF 10' SPLIT -FACE BLOCK (BEL SILL BLOC I" SEMI -RIGID INSULATION OVER G MIL VAPOR BARRIER 2" METAL "Z' FURRING CHANNEL AT 24' O.C. 5/8" GYPSUM BOARD 9' CONCRETE BLOCK HALL (ABOVE) Al DETAIL 5 I/AG DETAIL 6 2/AG SCALE: 3/4" = 1'-0" A6 SCALE: 3/4" = 1'-0" A6 FALL SECTION 3 SCALE: 3/4" = 1'-0" A6 SILL BLOCK PRE -FABRICATED COLUMN COVER SILL BLOCK 2' x 4-1/2" ANODIZED ALUMINIM STOREFRONT WINDOW FRAMES W/ 1/4" THICK BUTT GLAZED GLASS LINE OF 10" SPLIT -FACE BLOCK (BELOW) DETAIL SCALE: 3/4" = 1'-0" Al 2' x 4-1/2' ANODIZED ALUMINIM STOREFRONT WINDOW FRAMES W/ 1/4" THICK BUTT GLAZED GLASS LINE OF 10' SPLIT 2" FACE BLOCK SILL BLOCK F(BELOW) Iv co 8_kk O O ---' 10' CONCRETE CULTURED BLOCK (BELOW) MARBLE 1 5/8' GYPSUM BOARD ON SILL li 2' METAL "Z' FURRING it CHANNEL AT 24' O.C. t li I" SEMI -RIGID INSULATION BBARRIEGRMIL VAPOR i II � II it 8' x IG' MASONRY PILASTER ,I SEE DETAIL 3/32. I II II 10' CONCRETE 1 BLOCK (BELOW) � II �I CULTURED II MARBLE SILL 10" / PRE-ENGINEERED WOOD TRUSS AT 24" O.C. HURRICANE STRAP R-19 AT EACH TRUSS INSULATION STANDING SEAM METAL ROOF ON 304 FELT OVER 5/8" COX PLYWOOD DECK X X X X X X X X X X X X X TOP OF BLOCK 10'-8" A.F.F. AIR - 5/8' GYPSUM "Z" BOARD ON BARRIER ALUMINUM EAVE y: is 2" METAL FURRING AT FLASHING PER :� , 24' O.C. METAL ROOF ,.. ,. REQUIREMENTS —I" SEMI -RIGID INSULATION OVER : G MIL VAPOR BARRIER I" x 10' P.T. CLAD :' ;.�`.:t WOOD FASCIA BOARD BTM OF CONC. BEAM I 8" x 24" POURED IN PLACE SUSPENDED ACOUSTICAL 8'-8" A.F,F. LINTEL W/ 2-4G TOP, MIDDLE TILE CEILING VINYL 5" t BOTTOM W/ >it3 STIRRUPS SOFFIT AT 10" O.C. G' E.I.F.S. CROWN MOULDING- G' E.I.F.S. FINISH. COMPLY WITH MANUFACTURER'S SPECIFICATIONS r 2' x 4-1/2' ANODIZED ALUMINIM STOREFRONT it WINDOW FRAME W/ 1/4" THICK BUTT GLAZED n GLASS GLASS DOORS BEYOND CK 10' SPLIT -FACE BLOCK O i� / PRE-ENGINEERED WOOD TRUSS AT 24' O.C. HURRICANE STRAP R-19 AT EACH TRUSS FINSULATION L AIR 5/8' GYPSUM BOARD ON BARRIER 2' METAL 'Z" FURRING AT 24' O.C. I" SEMI -RIGID INSULATION OVER G MIL VAPOR BARRIER 8" x 24' POURED IN PLACE SUSPENDED LINTEL W/ 2-#4 TOP, MIDDLE ACOUSTICAL i BOTTOM W/ #3 STIRRUPS TILE CEILING AT 10' O.C. 2 CONCRETE SLAB W/ G" x G" x WIA x WIA W.W.M. FIN15HF-0 FLOOR I I=III - I = =I ► I II ..• �.I... G MIL VAPOR BARRIER COMPACTED SOIL �- �-- I --DOWEL TO MATCH VERTICAL a: ' To-'T b I I STEEL LOCATIONFOUNDATION LAP FORA MINIMUM = OF 48 BAR DIAMETERS IIII—I I I SEE STRUCTURAL RALETE ING WALL SECTION SCALE: 3/4" = 1'-0" LINE OF 10'- SPLIT-FAA-E DETAIL. SCALE: 3/4" = I'-O" IK Lu 0. I z a- `< ~ �� V 3� o *►-LL UI 0 ~ fqm Ili i i 1� Ugo O�P� q Q n�U�nCC O O a- il O CY m w Q �., m 0 W W � W y W X cnoaccjo �Ti6[: \Q�n� cp 0 z tot " u1 O N WU Q _U O�Q In VIP --- ---I- - - - - - - - - - - - - - - - - - - -- J a Lu 00 9 L - 10' CONCRETE LL v i BLOCK (BELOW) a j 5/8' GYPSUM BOARD ON Lu Abdo T LL 2 METAL Z FURRING w CHANNEL AT 24[� " O.C. t o s i I" SEMI -RIGID INSULATION uj 0In I BARRIERMIL VAPOR LL w U 0< �II� VJ Q I j 10' CONCRETE BLOCK (BELOW) F- KANTa��_ u I ul 112 0 n tG" 10" 0" cc cc 8 3/A4 DRA1NINa NO. o cv A6° JOB NO. o Q 09/10/0I REVISED RSING SEPARATE SLAB AND110% a I S 0 - i -vi 50'-4" 31'-0" } A BUILDING A5 SECTION a O �r In 5'-4" A5 I'-4" - AG 24'-10" F3 MASONRY F3 10" F3 - OPENING 10" I--- --I FI r-- -I CF - - 81 a F_ - -- -I I L--------------------J L --- I L - ----------------------- - - - - -- I ■ ■ ■ ■ ■ ■ ■ ------ ■ ■ ■ ■ ■ {_ ■ ■ -j I- 8" CONCRETE BLOCK L. - -1 L____ -1 L I STEM WALL W/ 45 r VERTICALS IN FILLED g2 52 I I I I CELLS AT 48" O.C. I I LAP BARS 48 DIAMETERS HOOK DOWEL INTO FOOTING 8" x IG" CMU PILASTER I ■ I :r I I AND ROOF TIE BEAM (TYP) PILLED CELLS.ICAL I I ISO10" SPLIT -FACE C.M.U. TO F8 BAR DIAMETERS I I - ELEV. 2'-0" VERTICAL I I CENTER 45 VERTICAL IN I I FI I I 8" C.M.U. (TYP) L I i Id � I ■ I p3 I I I I I I 53 I I I I 8" x IV CAST IN PLACE - t CONCRETE COLUMN W/ I - I I G-ttG VERTICAL AND 43 TIES AT 8" O.C. I I F3_ _J I - DETAIL 1/52 L F_ J I 1 1 1 S3 I ■ I S.C.J. I I I 2 L J I I I I 8" x IG" CAST IN PLACE 2 I I L CONCRETE COLUMN W/ " G-ttG VERTICAL AND ■ I 43 TIES AT 8" O.C. ■ I DETAIL 1/52 ■ 8" x IG" CMU PILASTER- AL FILLED CELLS.I LAP IN I I O FI i i 48 BAR DIAMETERS I I z O ■ w F J L I I F I pI 0 I- I I O IY T54"x4"x1/4" I I O ■ I 4 I I I I I I TR:6(> 53S.C.J. 8" x IG" CMU PILAST■ 1 'r W/ 2-45 VERTICAL IN FILLE- I I 48 B DRCDIAMS. ETERS 1 I O °0 FI I I I I I 8' x IG" CAST IN PLACE I79 F3 I ■ I I G 44 VERCONCRETTIC COLUMN AND W/ J L tt3 TIES AT 8" O.0 I I F3 - L - I ■ I F- TS 4" x 4" x 1/4" 0' 0" F---- - - - - -- I I I 4" THK, 3000 P.S.I. CONCRETE SLAB I I I W/ G X G X W 1.4 ' W 1.4 W.W.M. IN TOP HALF OF SLAB ON G MIL. VISQUEEN VAPOR z I I 53 BARRIER ON CLEAN, COMPACTED, 1-2 I - - - TERMITE TREATED SOIL. Ucn G" 5 W ■ I �Q I I tz I FI I I E? X I _ I WW I I 52 F3 I ■ I S.C.J. pO i ow I F- J Oq I UZ I I I TS 4" x 4" x 1/4" < I I I I I s 8-1/2" WIDE x 1/2" TH ' STE:=L PLATE AROUND- PERIMETER OF VAULT. 12" THICK 3000 PSI CONCRETE SLAB AT VAULT LOCATION W/ 3 LAYERS sty BARS AT 4" O.C. EACH WAY STAGGERED. SEE DETAIL 3/52 2 53 I 53 I ! - w z - -------- - - - - -- 1" I I I ■ I �W K COORDINATE WITH PROJEC (- J O z W MANAGER FOR EXACT DIMENSIONS W I I � I I O FI I O I I03 (TYP. AT EACH CORNER") 8" x IG" CAST IN PLACE °D 3 53 I FI w z53 CONCRETE COLUMN W/ O I I 6G-ttG VERTICAL AND - TIES AT 8" O.C. jo d)tt3 8" x IG" CMU PILASTER 8" x IG" CAST IN PLACE 8" x IG" CMU PILASTER I I F3 W/ tt5 VERTICAL IN CONCRETE COLUMN W/ W/ tt5 VERTICAL INFILLED CELLS. LAP r 1 G-ttG VERTICAL ANO 1 - FILLED CELLS. LAP18 BAR DIAMETERS tt3 TIES AT e" O.C. 48 BAR DIAMETERS--------------J L--- --------------I - - - - - - - - - - - - - - ® ■ J -i- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I- J FI L - I i S - J F3 8L F3 O 14'-8" F3 I -q" I S3 i S3 I--4" 14'-8' 4 3 MASONRY OPENING AG MASONRY OPENING AG 11' - G" 15' - 4" 11' - G" MASONRY OPENING -- - - -- -- - - -- TS G" x G" I I I I F3 x I/4" i I I I F3 I I I TS G" x 4" LL - - - - _I x1/4" �r 4" THK, 3000 P.S.I. CONCRETE SLAB W/ G X G X W 1.4 X W 1.4 W.W.M. I I I F4 I I F4 1'-0" — RADIUS (TYP) 9'-0" 12'-0" W 1'-0" - RADIUS (TYP) 8'-0" 2'-0" STRUCTURAL CONCRETE d Q AND MASONRY NOTES Z o CONCRETE: LL A. Unless otherwise indicated, provide concrete to obtain the following X minimum compressive strengths in 28 days: 0 I. Footings 3000 p.s.i. W 10 2. Slabs on fill . . . . . . . . . . . 3000 3. Tie columns (pilasters) and tie beams . . . 3000 p.s.i. 4. Structural columns and beams . . . . . . . . 3000 p.s.i. Z W S. Structural slabs . . . . . . . . . . . . . . . 3000 p.s.i. 8 U r REINFORCING STEEL: ASTM A415, GRADE GO, unless otherwise IL W r p indicated. IL o PLACEMENT OF FOOTINGS: ®� 9 P4 A. Design soil bearing pressure 2000 Ibs per square foot, to be verified by ly f- Q an independent laboratory. Subgrade to be compacted to achieve the above N W r - - - - - - - - bearing pressure. If field conditions do not provide this minimum value, contact Architect. L:I0 -U (y I'-0" U r RADIUS ( B. Should organic silt, clay pockets, or other unsuitable bearing conditions (TYP) I be encountered during excavations, notify Architect before continuing construction. 3 C. Unless otherwise indicated, or required by conditions shown on Al drawings, excavate footings so that top of footing will be 1'-4" below finish first floor level. TS s" x 8" I FLOOR SLABS: x 1/4" I I A. The floor slab shall be 4" thick, 3,000 PSI concrete (compressive I I strength at 28 days) reinforced with G x G-w1.4 x w1A welded wire FOOTING I fabric over G mil vapor barrier on undisturbed soil or well compacted fill. TOP OF F ELEV. (-) OOTI - - - - - - - Under slab sal shall be treated against termite infestation, and a - written guarantee for a period of five (5) years shall be submitted to the owner to substantiate this protection. Concrete slab to receive a steel trowel finish. Seal slab with two (2) coats of sealer/hardner in areas which are to receive no finish material (see Finish Schedule) I KNOCK -OUT BLOCK TIE BEAMS: Unless otherwise indicated, tie beams shall be double knock -out block reinforced with 2-tt5 continuous (1) at top and I at bottom). At corners add 2-tt5 corner bars 2'-0" x 2'-0" (1 at top and I at bottom) W z z CONCRETE TIE BEAMS: 3: -%J" W n z Unless otherwise indicated, form concrete tie beams of masonry wall rn Q H >- p� thickness by 12" (minimum) depth, reinforced with 4-tt5 continuous (2) V♦ - U * �00 at top and 2 at bottom) with tt ties at 2 feet centers. At corners, `�� U u.l ut0 rncn add 4-tt5 corner bars 2'-4" x 2'-4" (2 at top and 2 at bottom). (�/ 0 H �L -�' r- MASONRY: n BUILDING A +--+< a SECTION A5 A. Concrete block - specifications for hollow load -bearing concrete masonry units, ASTM C90 and shall have a minimum compressive strength of 1900 psi. O B. Mortar - type M or 5 in accordance with ASTM C 210. O C. Horizontal reinforcement - 9 ga. "Ladder" or "Truss" type at IG" o.c. vertically. - II Q D. At intersecting walls use "L" or "T" section of masonry wall reinforcement > at IG" o.c. vertically. Q W LO E. Masonry columns, pilasters, and exterior corner reinforcement: grout r -' cells with 2,500 p.s.i, grout in Four foot (max) lifts. } TOP OF FOOTING ELEV. (-) 2'-0" F. Solid poured masonry cells with reinforcement shall be provided every Im time a wall changes erection, on both sloes of all doors and on both sides of any opening. The distance between solid units shall not exceed 4'. - - - - - The reinforcing bar shall be a minimum of one 45 Grade GO and properly I I tied into the footing and tie beam. A 4" x 4" cleanout opening shall be provided on the lowest masonry cell for each grouted cell. Dowel laps I I for tt5 rebars shall be not less than 30'. I I G. VERTICAL REINFORCEMENT: I I 1. CORNERS: One No. 5 bar in a grouted cell shall be provided in W J a y\ W �- G �. m G W W y > W W V W V each corner, including interior corners and corners created by changes in wall direction or offsetting of walls such as at projected bays and _ I inset porches. 8'' x 2. OPENINGS: One No. 5 bar shall be provided on each side of openings. Two No. 5 or one No. l bar are required on each side of openings <t wider than 5' in buildings. . T I I L J L.1' �r CD 0Z _ - - - - - - - GROUT FOR MASONRY: c*a `' w0 r Lo 2500 PSI with a slump = 8" - II", v CN uU `) CONCRETE COVER OF REINFORCING BARS STRUCTURAL LOCATION COVER IN DIAGRAM ELEMENT FOR COVER INCHES TOP -----� SLAB ON GRADE ENDS i BOTTOM 3" FOOTINGS TOP 2" ENDS NOTE: ALL DIMENSIONS ARE TO OUTERMOST SURFACE OF STEEL. I Z I x 18" x 8" I zl- x 8" x 8" I FOUNDATION PLAN x I/4" I I Q U x I/4" I I — - T - - I D w - I— - I SCALE: 1/4"=1'-O" TOP OF FOOTING 1 I B I I NORTH ELEV. (-) 2'-0" I I k5 I TrT=L�o F FOOTING I I (-A2 - DESIGN CRITERIA: A) THIS BUILDING 15 DESIGNED IN ACCORDANCE WITH THE 1991 EDITION OF THE STANDARD BUILDING CODE. B) DESIGN LOADS: ROOF LIVE LOAD 20 PSF WIND LOAD BASIS 110 MPH MECHANICAL ROOM 50 P5F C) CONTINUOUS STRIP FOOTINGS AND SPREAD FOOTINGS ARE DESIGNED WITH AN ALLOWABLE 501L BEARING PRESSURE OF 2000 psf. (TO BE FIELD VERIFIED BY AN INDEPENDENT TESTING LABORATORY). IF SOIL OF TH15 CAPACITY 15 NOT AVAILABLE NOTIFY ARCHITECT FOR CORRECTIVE DETAILS. D) WARNING: THE STRUCTURAL INTEGRITY OF THE BUILDING SHOWN ON THESE PLANS 15 DEPENDENT UPON COMPLETION ACCORDING TO PLANS AND SPECIFICATIONS. STRUCTURAL MEMBERS ARE NOT SELF-SUPPORTING DURING CONSTRUCTION AND REQUIRE TEMPORARY BRACING UNTIL PERMANENTLY AFFIXED TO THE STRUCTURE AS DIRECTED. THE STRUCTURAL ENGINEER A55UMES NO LIABILITY FOR THE STRUCTURE DURING CONSTRUCTION UNLESS THE CONSTRUCTION METHOD AND BRACING ARE INCLUDED IN THE PLANS ANS SPECIFICATIONS OR ARE SUPERVISED BY THE STRUCTURAL ENGINEER DURING CONSTRUCTION. ® FOOTING SCHEDULE NO. SIZE REINFORCEMENT REMARKS FI 2'-0" x CONTIN, x 1'-0" 3-tt5 CONT. TYP. WALL FTG F2 3'-0" x 3'-0" x 1'-0" 3-45 EACH WAY - F3 4'-0" x 4'-0" x 1_0" - 4-tt5 EACH WAY_ _ _ - 08/09/01 ENGINEERING COMMENTS he U) fV OF u7 U 0 O u_ z a 9r u � m VIP N � u� M CL w LU O Lu cc J Z LMA Lu w w ■ ® / UJ U. W U � ® ///� 4 V VJ c) ® U. ui s a z W J W c = a a �- a a mcn 1211 Orange Avenue 0 0 , Winter Park, Florida 32789 o (407) 645-1201 * Fax (407) 645— 039' m o . � o z L, j DEVELOPER Florida Concepts, Inc. V) 804 North Belcher Road, Suite 200 o's Clearwater, Florida 33765 (727) 447-6776 * Fax (727) 447-1801 Z O a O ENGINEER z Florida Land Design, Inc; z 222 South Westmonte Drive, Suite. 209 �' g W N ; Altamonte Springs, Florida 32714- 4268 (407)389-1811 * ,Fax 407 389-1812 r� SURVEYOR,���'°� DoudneY Surveyors, ors, Inc. 16 200 East Commercial Street �'atie' Sanford, Florida 32771 �� ; (407)-322-1451 n LANDSCAPE ARCHITECT PLANNING ; W. T. Buckley, RLA 222 South West -Monte Drive, Suite 209 Y 'v0 o A p6�J N Altamonte Springs, Florida 32714=4268tio"'g�� (407) 389-1811 * Fax 407 389-1812 14 v x Z" G ERAL El UT NOT 7. LIMEROCK BASE SHALL' BE,fE'ST'ED -AND P L E D 'I N �,jAbd d R DAN' C E 'N TH l-'CITY CONTRA TOR SHALI_ N -A PUBLIC NUISANCE:lNCLu'bING'B 21. OT�CREATE FiGANIZATIONS. -.OR. CORPORATIONS WfHICH OWN THE FEE 'TITLE O, THE PROPERTY IN THE OWNER SHALLI- BE�- DEFINE AS,� RSH'IPS, RUSTS.. D, _ANY,�AND ALL PERSONS, PARTN LIMITED JO ENCROACHMENT. ON 'ADJACENT LAND S. FLOODING OF, ADJACENT,'LANDS, _qR �:OUESfIONI..OR HAS ANl.UNQIVIDEDjNTERr HEREIN. THE D -HE ABSENCE'OF A PA R EQUIREMENTi; BASE SHALL: BE PLACED AN N ED AS SEMIN THE CONTRACTOR SHALL, CONTROL N IN T T=LAR R� TESTED �,BRIDGE, CONSTRUCTION. ALL11 ES I �Cll E FDOT STANDARD SPECIFI( A11OKS FOR ROAD 'AND COUNT'Y COO NT'Y SH A(L,'� B E,,� b EFI N OLE EXCESSIVE NOISE'OR, DUST �OISE TO -TH E EXTENT ACCORDANCE NTH S ON,200'OF TH L:_BE,ZEFINED AS THE.CITY:,,OF SANFORD SE, SHALL BE,TES-tD �AND PLAC N CCORDANCE WIT i ED AS THE' ENG FLORIDA TRENCH SAFETY ACT. ALL.OPEN -'ALL'SOIL �CEMENT BA 25. lFHE CONTRACTOR SHALL COMPLY W TH': THE DkCTOR CITY, OF,, 8. M ADJACENT CE OF -A PARTICULAR REQUIREMEN LL - BE PLACED ANDJESTED IN .,TO,:.THE'CONS BY PEDESTRIANS AND WORKMEN. BRi bGES. PROM DED: FOR ACCESS TO E -Y, UCTION ARE S, DURING CONSTRUCTION SHALL BE REMOVED MEN NO LONGER REQUIRED. THE PROPER THE ABSEN TH ...... -ROAD AND 0 �.ENGINEER Sf ALL BE DEFINED "AS -FLORIDA LAND'DE81GN INC. BRIDGE CONSTRUCTION. FOR, -TRACTOR SHALL AT HIS OWN E XPE . N SUITABLE TESTED IN, ACCORDANCE � NTH SECTION 270 OF,THE FDOT_STANDARD. SPtCIFICA�TlNs TION SIGNS, LIGHTS, AND OTHER, MEANS TO PREVENT, ACCIDENTS TO PERSONS AND .:,' - -- Tl LL, BE ADEQUATELY, SAFEGUARDED BY PROVIDING TEMPORARY BARRICADES, HALL -BE' DEFINED AS THE CITY OF.SA FORD' d/OR SITE,. 5. INSPECTOR S H, CITY."IN THE AB C F�, PAR CULAR: T. BASE,SHALL,,BE PLACE15AN6 S BUILDING,.IAN, SEN E, 6 'A REWkElvliEN -TO PROPERTY. E CON DAMAGE PRIVAl T ALL:SUBGRADE SHALL BE ESTED AND PLACED IN �ACCORDA CE,WITH"j C TY.: IN OSSINGS FOR ACCOMMODATING TRAVEL 9. N 6 TENANT SHALL, BE DEFINED As m[) .:ALL PERSON S OWN IN 0 THE P;IRbPERTlES I AND SAFE BRIDGES NTH HAND iRAILINGS AND OTHER CR TR T, -BASE ;sHA LL BE ROUNDING CONDITIONS, BUT OPEN S BRIDGE CONSTRUCT] ON.`% TRENCH W CE WITH SECTION,160�OF THE.FDOT STANDARD SPECIFICATIONS FOR�ROAD AND ACCORDAN DEVELOPER, SHALL BE DEFINED AS FLORIDA' CONCEPTS. INC� .; LENGTH OF CONTROLLED_BY THE PARTICULAR SUR' HALL BE'LIMITED TO,3i UJ NTRACTOR SHALL,�� EXCAVA11ON BECOMES A HAZARD, 1 O.'� WHERE IT IS NECESsARYjO REMOVE EXISTING PAVEMENT, HE CO S LESS OTHERWISE APPROVED BY THE CITY UTHE OR IF IT EXCESSIVELY RESTRICTS TRAFFIC. S. SUCH AS:LIMITING KCAVATED MATERIAL IN THE RY BEFORE BREAKING:THE� ADJACENT PAVEMENT, AWAY.`,, TIME'OF THE�SUkVEY FOR THESE DRAWINGS. PRIOR -TO CONSTRUCTION THE, CONTRACTOR ALL UTILITY RENCHES IN'T'HE TOP,JWO, (2) FE 1 -COMPACT AND OTHER FEATURES ARE SHOWN ACCORDING JO THE BEST INFORMATION AVAILABLE AT THE G NCH, FENCING, PROHIBITING E LL EVATIONS,"AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AT, ANY FURNISH A NEAT EDGE ALONG HE PAVEMENT TO BE RETAINED,. BY SAM, G A"NEAT,UNE As. POINT,:THE CITY MAY REQUIRE SPECIAL, CONSTRUCTION STREET, AND REQUIRING THAT THE�TRENC TO 98% OF T S, H SHALL NOT REMAIN OPEN OVERNIG WITH �AND,TO 95% WITHIN RESERVE ANY AND ALL 0 NT DUE TO OPEN HT. THE HE MODIFIED PROCTOR MAXIMUM' DENSITY, SHALL VERIFY 'AND'AGREE TO BE, FULLY RESPONSIBLE FOR,ANY AND ALL DAMAGES THAT CONTRACTOR SHALL TAKE PRECAUTIONS TO PREVE OTHER AREAS. MIGHT -BE OC ASIONED BY FAILURE TO._EXACfLY LOCATE AND P 12. AFTER THE ROADWAY HAS BEEN CONSTRUCTED TO SUBGRADE, IT SHALL�;BE PRO r AT PROPER COMPAC11ON HAS'BEEN ATTAINED. THE PROOF� EXISTING,' c STRUCTURES, AND OTHER FEATURES A THE ALL TRENCHES, EXCAVATED MATERIAL, EQUIPMENT,- OR OTHER OBSTACLES WHICH TRENCHES. INJURY TO THE PUBLIC UTILITIES,` FFECTING HIS WORK. AND CO -.CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY W COULD BE DANGEROUS TO THE PUBLIC SHALL BE WELL'LIGHTED AT NIGHT. 7ROLLING NS SHALL BE INSPECTED AND TESTED BY A FLORIDA LICENSED HEN .,CONFLICTS. BETWEEN DRAWINGS 26. R T. HIS EXPENSE SHALL PROTECT ALL TREES AND SHRUBS NOT SHO N ANDACTUAL CONDITIONS ARE DISCOVERED. THE ALIGNMENT OF THE PROPOSED WN SOILS ENGINEER TO ASSURE THAT, THE, SPECIFIED COMPACTI ON IS MAINTAINED'AND ALL: PLANS. NO EXCAVATED MATERIALS SHALL, BE PLACED SO AS TO DELETERIOUS MATERIALS HAVE BEEN REMOVED. LL - 0. IMPROVEMENTS, HAVE BEEN SELECTED'TO MINIMIZE�CONFIJCTS WITH OTHER EXISTING IDED TO THE,OW ER,,,CITY,AND ENGINEER, N PHASEFO _E, HOWEVER, THIS DOES NOT:PRECLUDE THE POSSIBILITY THAT THE IMMEDIATE., BASIS CONTRACTOR SHAH UTILITIES. - !ALL DILIGENT- EFFORTS HAVE,BEEN USED,DURING THE PLANNING AND DESIGN PLOYEES SHALL BE REPLACED BY HIM WITH NEW StOCK'OF. SIMILAR INJURE SUCH TREES OR SHRUBS. TREES OR SHRUBS DESTROYED BY NEGLIGENCE OF THE 13. ALL TESTING RESULTS SHALL BE PROV R THIS SIT EQUIVALENT SIZE AND AGE AT THE SOLE EXPENSE OF THE CONTRA R UNCHARTED OR IMPROPERLY LOCATED UNDERGROUND UTILITIES CTOR. THE CALIPER (PASSING AND FAILING) ON A REGULAR AND OR PROVIDE TESTING SERVICES THROUGH A,FLORIDA LICit CONTRACTORIWILL DISCOVt NSES GEOTECHNICAL ENGINEERING MEASURED AT FOUR AND ONE HALF (4 1/2) FEET FROM THE AND/OR,STRUCTURES,DURiNG CONSTRUCTION.' THE FIRM ACCEPTABLE -TO THE -OWNER, DIRECTOR CONTRACTOR, BY ACCEPTING THIS GROUND., AND ENGINEER. CONTRACTOR To SUBMIT TION AND PHYSICAL CONSTRUC11ON CONTRACT, IS RESPONSIBLE FOR THEFIELD LOCA TESTING FIRM TO OWNER, ENGINEER AND DIRECTOR'FOR APPROVAL PRIOR TO COMMENCING 27. ANY EXISTING EQUIPMENT OR MATERIAL, INCLUDING BUT NOT LIMITED TO VALVES, TING. VERIFICATION OF ALL REPORTED AND SUSPECTED UNDERGROUND UTILJ_nES AND STRUCTURES TES TION SHALL BE IN ACCORDANCE WITH SECT10N 2.0, SCHEDULE N, PIPES, FITTINGS, METERS, COUPLINGS, BRICKS, CURSING, STRUCTURES, ETC., MICH ARE PRIOR TO. ANY EXCAVATION. ANY DISCREPANCIES FROM THESE PLANS SHALL BE 14. SIDEWALK CONSTRU C IMMEDIATELY REPORTED TO THE REMOVED OR REPLACED AS A RESULT OF CONSTRUCTION MAY BE DESIGNATED AS SALVAGE BY OF THE CITY OF SANFORD LAND DEVELOPMENT REGULATIONS. 'RESOLVE ANY CONFLICTS OR PLAN' DISCREPANCIES TO THE OPTIMUM BENEFIT OF ALL THE CITY AT A LOCATION WITHIN THE CITY. ENGINEER. THE CONTRACTOR AND ENGINEER SHALL WORK TO THE CITY AND, IF. SO, SHALL BE CAREFULLY EXCAVATED IF NECESSARY AND DELIVERED TO PARTIESANVOL VED. SANITARY SEWER SERVICE LATERAL SPECIFICATIONS UNIFORM MINIMUM "PIPE FIVE (5) PERCENT DEFLECTION SHALL BE 46 PSI. THE JOINTS SHALL BE IN ASSESSING THE NATURE AND EXTENT.OF CONDITIONS THAT WILL BE ENCOUNTERED DURING GEOTECHNICAL/SOILS ENGINEER TO INSPECT AND APPROVE FILL MATERIALS AND FILL 28. QUALITY ASSURANCE TESTING SHALL BE PERFORMED DURING CONSTRUCTION TO ENSURE 1. PVC GRAVITY SEWER PIPE SHALL BE ASTM D3034, SDR 35 2. THE INFORMATION PROVIDED �IN THESE PLANS IS SOLELY TO ASSIST THE CONTRACTOR COMPLIANCE WITH THESE SPECIFICATIONS. CONTRACTOR SHALL ALLOW A STIFFNESS" AT THE COURSE OF WORK. ALL CONTRACTORS ARE DIRECTED, PRIOR TO BIDDING, INTEGRAL BELL ELASTOMERIC CASKET JOINTS MANUFACTURED IN ACCORDANCE WITH ASTM TO CONDUCT LAYERS BEFORE FURTHER CONSTRUCTION IS PERFORMED. THE CONTRACTOR SHAH GIVE D3212 AND ASTM F477. APPLICABLE UNI-BELL PLASTIC PIPE ASSOCIATION STANDARD IS -CONCLUSION REGARDING THE ACTUAL CONDITIONS THAT WILL BE ENCOUNTERED AND UPON WI PACTION REQUIREMENTS STIPULATED BY THE GOVERNING AGENCIES. 2. ALL PVC PIPE SHALL BEAR THE NSF-DW SEAL AND BE GREEN IN OVERALL COLOR. THE WHATEVER INVESTIGATIONS THEY. MAY:DEEM NECESSARY TO ARRIVE AT THEIR OWN COPIES OF ALL TEST RESULTS IN A REPORT FORM TO THE DIRECTOR TO DEMONSTRATE UNI-B-4. I MICH THEIR BIDS WILL BE BASED. 29. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL INSPECTION CRITERIA MINIMUM STANDARD LENGTH OF PIPE SHALL BE THIRTEEN (13) FEET. 3. CONTRACTOR SHALL LOCATE ALL POR11ONS OF THE WORK USING ALL INFORMATION AND SCHEDULES, AND FOR SIGNING FOR SAID INSPECTIONS. 3. DUCTILE IRON PIPE SHALL CONFORM TO ANSI/AWWA A21.51/Cl5l, CLASS THICKNESS PROVIDED HEREIN AND'SHALL MAINTAIN RECORDS �OF ALL LOCATIONS. THE CONTRACTOR 30. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPE DESIGNED PER ANSI/AWWA A21.50/C150, NTH MECHANICAL OR PUSH ON JOINTS. AN SHALL PROVIDE SUFFICIENT NOTICE TO THE VARIOUS UTILITY COMPANIES AND SUNSHINE AREAS AND DETENTION FACILITIES UNTIL THE WORK HAS BEEN ACCEPTED BY THE OWNER. INTERIOR PROTECTIVE LINING OF COAL TAR EPDXY SHALL BE PROVIDED WITH MINIMUM .ONE (1-:800-432-4770) IN ORDER TO ALLOW THEM TO LOCATE EXISTING UNDERGROUND 31. AFTER COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL PERFORM SITE CLEAN- DRY THICKNESS OF 30 MILS. DUCTILE IRON GRAVITY SEWERS, WHERE REQUIRED BY THE UTILITIES IN ADVANCE OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY ALL UTILITIES AND T MOVAL OF ALL TRASH, DEBRIS, EXCESS MATERIAL AND EQUIPMENT. IT CITY BASED ON GEOTECHNICAL INVESTIGATIONS, SHALL BE WRAPPED NTH POLYETHYLENE SUNSHINE'ONE A MINIMUM OF 48 HOURS PRIOR TO START OF CONSTRUCTION. SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PRESENT THE PROJECT SITE CLEAN AND 4. THESE DRAWINGS,ARE BASED ON A DESIGN SURVEY ACCOMPLISHED BY DOUDNEY FILM, AWWA C105. SEE APPENDIX C. THE MINIMUM STANDARD LENGTH OF PIPE SHALL 13E IN GOOD ORDER AT THE TIME OF FINAL ACCEPTANCE. 'EIGHTEEN (18) FEET. c; URVEYORS, INC.. ON -SITE OBSERVATIONS AND U11LITY MAPS PROVIDED BY THE CITY. 32. THE ELECTRICAL DISTRIBUTION SYSTEM IS TO BE DESIGNED AND INSTALLED BY THE 4. ALL PIPE SHALL HAVE A HOMING MARK ON THE SPIGOT PROVIDED BY THE HOW I EVER, �PORTIONS OF THE WORK AND APPURTENANCES ARE, OR MAY BE, LOCATED IN AREAS ELECTRICAL POWER UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE SCHEDULING RER. ON FIELD CUT PIPE, CONTRACTOR, SHALL PROVIDE HOMING MARK ON THE THAT WERE NOT A PART OF THE DESIGN SURVEY. SEE GENERAL NOTE #2, ABOVE. WITH THE UTILITY COMPANY TO INSURE PROPER CONSTRUCTION PHASING AND TO ALLOW THE SPIGOT IN ACCORDANCE NTH MANUFACTURERS RECOMMENDATIONS. VA LL 5. -THE PROPOSED SITE IMPROVEMENTS, AS SHOWN ON THESE DRAWINGS, WERE BASED ON UTILITY COMPANY TO INSTALL REQUIRED SLEEVES, POLES AND LINES. 5. PVC SEWER PIPE JOINTS SHALL BE FLEXIBLE ELASTOMERIC SEALS PER ASTM D 3212. INFORMATION A * ILABLE AT THE -TIME OF DESIGN. THE CONTRACTOR SHALL BE RESPONSIBLE 33. THE TELEPHONE SYSTEM IS TO BE DESIGNED AND INSTALLED BY THE TELEPHONE 6. DUCTILE IRON PIPE AND FITTING JOINTS SHALL BE nPUSH-ONn OR MECHANICAL C14 Ld FOR FINAL LAYOUT OF THE WORK BASED ON ACTUAL FIELD CONDITIONS AT THE TIME OF LITILITY COMPANY. THE CONTRACTOR SHALL COORDINATE SCHEDULING WITH THE UTILITY JOINTS CONFORMING TO ANSI A21.11. ORDINATING AND RESOLVING ALL UTILITY CONFLICTS. REVISED COMPANY TO INSURE PROPER CONSTRUCTION PHASING AND TO ALLOW THE U11LITY COMPANY 7. JOINTS BETWEEN PIPES OF DIFFERENT MATERIALS SHALL BE MADE WITH A FLEXIBLE LAYOUT SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE CITY. TO INSTALL REQUIRED SLEEVES, POLES AND LINES. 6. ANY DISCREPANCY BETWEEN THE DIMENSIONS AND MEASUREMENTS SHOWN ON THE PLANS MECHANICAL COMPRESSION COUPLING WITH NO. 304 STAINLESS STEEL BANDS. SEE APPROVED 936 Z� MANUFACTURER'S LIST IN APPENDIX C. uj AND THE ACTUAL FIELD CONDITIONS SHALL IMMEDIATELY 13E BROUGHT TO THE ENGINEER'S EROSION CONTROL SPECIFICATIONS 'ATTENTION. FAILURE TO DO SO SHALL MAKE THE CONTRACTOR COMPLETELY LIABLE FOR ANY 8. EACH LENGTH OF PIPE SHALL BEAR THE NAME 0 R TRADEMARK OF THE MANUFACTURER, 1. OMPLISHED IN STRICT ACCORDANCE NTH ALL APPLICABLE THE LOCATION OF THE MANUFACTURING PLANT, AND THE CLASS OR STRENGTH Z_ 0 ERRO THAT MAY SUBSEQUENTLY ARISE. FEDERAL, STATE AND LOCAL CODES, ORDINANCES AND REGULATIONS. SEE THE CITY OF CLASSIFICATION OF THE PIPE. THE MARKINGS SHALL BE PLAINLY VISIBLE ON THE PIPE 7. PRECAUTIONS AGAINST DAMAGE TO in SANFORD'S CODE FOR THE CITYS MiNIMUM EROSION CONTROL REQUIREMENTS. BARREL PIPE MICH IS NOT MARKED CLEARLY IS SUBJECT TO REJECTION. ALL REJECTED EXISTING UTILITIES. HOWEVER, IN THE EVENT OF A BREAK IN AN EXISTING WATER MAIN, 2. IN ADDITION TO ALL OTHER LOCAL, STATE AND FEDERAL REQUIREMENTS, THE GAS MAIN, SEWER, OVERHEAD CABLE OR,UNDERGROUND CABLE, THE CONTRACTOR SHALL PIPE SHALL BE PROMPTLY REMOVED FROM THE PROJECT SITE BY THE CONTRACTOR. 0 IMMEDIATELY NOTIFY'THE RESPONSIBLE OFFICIAL OF THE ORGANIZATION OPERATING THE CONTRACTOR SHALL INSTALL SILT FENCE AS SHOWN ON THE DEMOLITION PLAN AND SHALL 9. EACH LENGTH OF PIPE SHALL BE SUBJECT TO INSPECTION AND APPROVAL AT THE INTERRUPTED UTILITY. PROTECT ALL EXISTING STORMWATER INLETS AND PIPES FROM SILTATION. THE CONTRACTOR SHALL LEND ALL POSSIBIE ASSISTANCE IN FACTORY, POINT OF DELIVERY, AND SITE OF WORK. IF REQUESTED BY THE CITY, A SAMPLE 3. EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES SHALL BE USED AS OF PIPE TO BE TESTED SHALL BE SELECTED AT RANDOM BY THE CITY OR THE TESTING IN ACCORDANCE NTH FLORIDA STATUTES. 10. IN THE EVENT THAT ANY OF THE TEST SPECIMENS FAIL TO MEET THE APPLICABLE ADEQUATE PROTECTION, AND MAINTENANCE OF AH THESE SHALL BE INSTALLED IN > RESTORING SERVICES. THE RESPONSIBILITY FOR ALL COSTS, CHARGES, OR CLAIMS NECESSARY DURING CONSTRUCTION TO RETAIN SEDIMENT ON -SITE. THESE PRACTICES MAY LABORATORY HIRED BY THE CITY. CONNECTED NTH THE INTERRUP11ON AND REPAIR OF SUCH SERVICES SHALL BE DETERMINED INCLUDE, BUT SHALL NOT BE LIMITED TO TURBIDITY BARRIERS, STRAW OR HAY BALE 8. BARRIERS, SILT FENCES AND SEDIMENT BASINS. UNDERGROUND T-,INDEX 101, 102, AND 103. STANDARDS, AH PIPE REPRESENTED BY SUCH TESTS SHALL BE SUBJECTED TO REJECTION. THE CONTRACTOR MAY FURNISH TWO ADDITIONAL TEST SPECIMENS FROM THE SAME SHIPMENT DRAINS, SEWERS, MANHOLES, HYDRANTS, 4. SEEDING, MULCHING, SODDING OR OTHER ACCEPTABLE METHODS SHALL BE PERFORMED OR DELIVERY, FOR EACH SPECIMEN THAT FAILED AND THE PIPE WILL BE CONSIDERED AND SURFACE UTILITY STRUCTURES, INCLUDING LLV VALVES, VALVE COVERS, POWER POLES, AND MISCELLANEOUS OTHER UTILITY STRUCTURES AS REQUIRED TO PREVENT UNDO EROSION OR AS DESIGNATED BY THE CITY DURING ALL ACCEPTABLE IF ALL OF THESE ADDITIONAL SPECIMENS MEET THE REQUIREMENTS OF THE ENCOUNTERED IN THE PROGRESS OF THE WORK SHALL BE FURNISHED BY THE CONTRACTOR AT CONSTRUCTION ACTIVITIES. APPLICABLE STANDARDS. ALL SUCH RETESTING SHALL'BE AT THE CONTRACTOR'S EXPENSE. -HIS EXPENSE. ANY SUCH STRUCTURES THAT MAY HAVE BEEN DISTURBED SHALL BE RESTORED 5. DURING CONSTRUCTION, NO DIRECT DISCHARGE OF WATER WILL BE ALLOWED TO PRIOR TO PROJECT COMPLETION. in i., . PIPE MICH HAS BEEN REJECTED BY THE CITY SHALL BE REMOVED FROM THE SITE DOWNSTREAM RECEIVING WATERS. OF 9. TEST PITS FOR THE PURPOSE OF LOCATING UNDERGROUND PIPELINES, UTILITIES, OR THE CONTRACTOR IS RESPONSIBLE FOR WATER QUALITY THE WORK BY THE CONTRACTOR AND REPLACED* WITH PIPE MICH MEETS THESE < AND SHALL ROUTE DISCHARGES IN SUCH A MANNER TO ADEQUATELY REMOVE SILT BEFORE SPECIFICATIONS. MMENDED IN ADVANCE OF THE CONSTRUCTION AND SHALL BE EXCAVATED RUNOFF FROM THE SITE. La AND BACKFILLED BY THE CONTRACTOR. TEST PITS SHAH BE BACKFII I ED IMMEDIATELY 12. ALL PIPE SHALL BE INSTALLED'IN ACCORDANCE WITH SECTION 43 OF THE CITY OF Z AFTER THEIR PURPOSE HAS BEEN SATISFIED AND MAINTAINED IN A MANNER SATISFACTORY BASINS THAT MAY BE REQUIRED DURING CONSTRUCTION. 13. TESTING AND INSPEC11ON OF SERVICE LATERAL SHALL BE IN ACCORDANCE NTH 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTING TEMPORARY SILTATION SANFORD UTILITIES STANDARDS AND SPECIFICATIONS MANUAL, SECOND EDITION. TO THE CITY. THE COSTS FOR SUCH TEST PITS SHALL BE BORNE BY THE CONTRACTOR. 6. CONTRACTOR SHALL CONTROL DUST RESULTING FROM CONSTRUCTION OPERATIONS TO SECTION 44 OF THE CITY OF SANFORD UTILITIES STANDARDS AND SPECIFICATIONS MANUAL, 10. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL FURNISH, ERECT, AND PREVENT NUISANCE TO ADJACENT PROPERTY OWNERS AND THE GENERAL PUBLIC. CONTRACTOR SECOND EDITION. LL cn MAINTAIN A BARRICADES, WARNING SIGNS, AND MARKINGS FOR HAZARDS AND THE CONTROL SHALL USE DUST CONTROL METHODS AND MATERIALS APPROVED BY THE CITY. OF TRAFFIC, IN CONFORMITY WITH THE MANUAL OF UNIFORM TRAFIFIC CONTROL DEVICES FOR 7. CONTRACTOR SHALL REVIEW THE SJRWMD PERMIT TO DETERMINE IF ANY SPECIAL POTABLE WATER AND IRRIGATION SERVICE LATERAL SPECIFICATIONS STREETS AND HIGHWAYS OR AS DIRECTED BY THE CITY TO EFFECTIVELY PREVENT ACCIDENTS SION CONTROL SPECIFICATIONS ARE REQUIRED. CONTRACTOR IS 1. TYPE "K" SEAMLESS l-, 1-1/2% OR 2' COPPER WATER TUBING SHALL CONFORM' TO IN. ALL PLACES WHERE THE WORK CAUSES OBSTRUCTION TO TRAFFIC OR CONS11TUTES IN ANY REQUIRED TO INSTALL EROSION CONTROL IN ACCORDANCE NTH THESE PLANS AS WELL AS ASTM B88. WAY AHAZAIRD TO THE PUBLIC. ANY SPECIAL CONDITIONS LISTED ON THE SJRWMD PERMIT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINAING WITH UTILITY 2. POLYETHYLENE l-, 1-1/2-, OR 2- TUBING.SHALL HAVE A PRESSURE RATING OF 200 COMPANIES AND PAYING ALL COSTS ASSOCIATED WITH RELOCATING, PROTECTING AND MAINTENANCE OF TRAFFIC P.S.I., AT 73.4 DEGREES FAHRENHEIT, A COPPER TUBING OUTSIDE DIAMETER PER ASTM D Cn 2737, A STANDARD DIMENSION RATIO OF 9, A PLASTIC PIPE INSTITUTE RATING OF PE 0 SUPPORTING EXISTING UTILITIES, POLES, STRUCTURES, ETC., IN ACCORDANCE NTH THE WHERE REQUIRED BY THE CITY, THE CONTRACTOR SHALL PROVIDE A MAINTENANCE OF TILITY 3408, AND MANUFACTURED ACCORDING TO ASTM D 1'248. THE ULTRA MOLET INHIBITED REQUIREMENTS'OF THEU .COMPANY/OWNER AND THE CITY. TRAFFIC PLAN TO THE CITY FOR APPROVAL PRIOR TO THE START OF ANY CONSTRUCTION E FOR POTABLE WATER AND PURPLE FOR RECLAIMED WATER. SPECIFICATIONS CONTAINED HEREIN. THE CITY OF SANFORD UTILITIES STANDARDS AND 3. S SHALL BE 1, 1-1/2, OR 2 INCH BRASS, EQUIPPED NTH 12. ALL WORK SHALL BELACCOMPUSHED IN ACCORDANCE NTH THE PLANS AND ACTIVITIES. THE CONTRACTOR SHALL CARRY ON THE WORK IN A MANNER WHICH WILL CAUSE A MINIMUM OF INTERRUPTION TO TRAFFIC. TIBLE WITH COPPER TUBING AND THREADED IN ACCORDANCE NTH COMPLIANCE WITH, THE MATERIALS, EQUIPMENT, TESTING AND CONSTRUC ON METHODS POST SUITABLE SIGNS INDICATING THAT A STREET OR SIDEWALK IS CLOSED AND NECESSARY 4. BRASS FIT-rINGS SHALL BE CAST AND MACHINED IN ACCORDANCE WITH TI SPECIFICATIONS MANUAL, SECOND EDITION, AND/Of? OTHERWISE REQUIRED BY THE CITY. 2. WHERE TRAFFIC MUST CROSS OPEN TRENCHES, THE CONTRACTOR SHALL PROVIDE SPECIFICATIONS IN AWWA C800 AND AWWA C901. CURB STOPS SHALL 13E sIZEb TO MATCH IN � THE. ABSENCE OF A PARTICULAR REQUIREMENT, ALL WORK,- SHALL BE PERFORMED IN SUITABLE BRIDGES AT STREET INTERSECTIONS AND DRIVEWAYS. THE CONTRACTOR SHALL THE METER SIZE AND CONFORM TO THE SPECIFICATIONS IN AWWA C800 AND AWWA C901. SPECIFIED.lN THE LATEST EDITION OF THE FDOT ROADWAYL,AND TRAFFIC DESIGN STANDARDS PATIBLE COPP ER TUBING b -AND THE FDOT STANDARD SPECIFicATiONS,FOR ROAD AND BRIDGE CONSTRUCTION. ALL WORK STREETS OR SIDEWALK, THE CONTRACTOR SHALL NOTIFY AND OBTAIN THE APPROVAL OF CONNECTIONS. z DETOUR SIGNS FOR THE PROPER MAINTENANCE OF TRAFFIC. PRIOR TO CLOSING OF ANY SPECIFICATIONS IN AWWA C800 AND AWWA C901 WITH COM SHALL BE ACCOMPLISHED IN STRICT ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE RESPONSIBLE AUTHORITIES AND THE CITY. SERVICE LINE TAPS UP TO TWO (2) ch AH PERMITS ISSUED BY LOCA TIONS. THE CONTRACTOR SHALL COMPLY NTH 3. UNLESS PERMISSION TO CLOSE A STREET OR SIDEWALK IS RECEIVED IN WRITING INCHES. SERVICE SADDLES SHALL BE DOUBLE STRAP, ANCHORED BY A MINIMUM FOUR (4) DINMCES AND REGULA 5. A SERVICE SADDLE SHALL BE USED FOR ALL Ll STATE AND FEDERAL AGENCIES. THE CONTRACTOR SHALL FROM THE PROPER AUTHORITY (THE CITY, SEMINOLE COUNTY, FDOT, ETC.), ALL BOLT PATTERN ON A DUCTILE IRON SADDLE BODY. SERVICE SADDLES FOR PVC ED EXACTLY TO THE PIPE OUTSIDE DIAMETER. � SEALING 'AGENCY PERMITS. THE CONTRA ABIDE BY ALL THE REQUIREMENTS TRAFFIC MAY BE MAINTAINED AT ALL TIMES. IF THE CONTRACTOR'S OPERATIONS CAUSE GASKETS SHALL BE BUNA-N RUBBER. STRAPS SHALL HAVE A DUCTILE IRON BODY WITH 'OBTAIN FROM THE CITY, STATE OR -ENGINEER, COPIES OF ALL REGULATORY AND LOCAL TIONS SHALL BE CONDUCTED SO THAT VEHICULAR AND PEDESTRIAN HAVE THE DOUBLE STRAP SIZ PIPE SHALL AND LIMITATIONS SET FORTH IN THE PERMITS. A COPY OF THE -PERMITS SHALL RE KEPT TRAFFIC HAZARDS, HE SHALL REPAIR THE ROAD SURFACE, PROVIDE TEMPORARY WAYS, ERECT ELECTRO-GALVANIZED STEEL HARDWARE AND A HEAVY COAT OF CORROSION RESISTANT METAL TIMES. A SET. OF THE CITY APPROVED ENGINEERING PLANS SHALL BE WHEEL GUARDS OR FENCES, OR TAKE OTHER MEASURES FOR SAFETY SATISFACTORY TO THE PRIMER. AN ALL BRONZE SERVICE SADDLE MAY BE UTILIZED AS APPROVED BY THE ON THE JOB AT ALL TE AT ALL TI;MAINTAINED ONI-Sl To DIRECTOR. En 13. THE SPECIFICATIONS, NOTES AND PLANS CALL ATTENTION CERTAIN REQUIRED 4. DETOURS AROUND CONSTRUCTION WILL BE SUBJECT CITY. TO THE APPROVAL OF CTION BUT DO NOT PURPORT TO COVER ALL DETAILS OF DESIGN AND UTHORITY HAVING JURISDICTION AND THE CITY. MERE DETOURS ARE PERMITTED, THE A CONSTRUCTION. HOWEVER, THE CONTRACTOR SHAH WI ALL DETAILS AND READY FOR OPERATION. FURNISH AND, INSTALL THE WORK IN CONTRACTOR SHALL PROVIDE ALL NECESSARY BARRICADES AND SIGNS AS REQUIRED TO 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING INFORMATION ON THE DIVERT THE FLOW OF TRAFFIC. WHILE TRAFFIC IS DETOURED, THE CONTRACTOR SHALL ONSTRUCTION PROGRESSES. THE CITY STRONGLY RECOMMENDS THAT THE APPARENT ERRORS. DISCREPANCIES OR, OMISSIONS ON 111E DRAWINGS SHALL BE EXPEDITE CONSTRUCTION OPERATIONS. THE CITY WILL STRICTLY CONTROL PERIODS MEN CONTRACTOR'S FIELD RECORD PLANS BE PHOTOCOPIED IN THEIR ENTIRETY AS RECORD BROUGHT TO THE ENGINEER'S BEFORE BIDDING. NO EXTRA PAYMENT WILL BE TRAFFIC IS BEING DETOURED. 0 ALLOWED FORANY WORK REQUIRED DUE TO MISUNDERSTANDING OF JOB OR SITE COND11IONS 5. IT SHALL BE THE, SOLE RESPONSIBILITY OF THE CONTRACTOR TO TAKE PRECAU11ONS DRAWINGS. RECORD DRAWINGS SUBMITTED TO THE CITY AS PART OF THE PROJECT AFFECTING.,THE WORK AS DESCRIBED IN THE SPECIRCATIONS OR SHOWN ON THE DRA WNGS. ACCEPTANCE SHALL COMPLY NTH THE FOLLOWING REQUIREMENTS: < TO PREVENT INJURY TO THE PUBLIC DUE TO OPEN TRENCHES. NIGHT WATCHMEN MAY BE A. DRAWINGS SHALL BE LEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION. THE CONTRACTOR SHALL NOT TAKE ADVANTAGE,OF -ANY.APPARENT ERROR OR OMISSION IN THE REQUIRED WHERE SPECIAL HAZARDS EXIST, OR POLICE PROTECTION PROVIDED FOR TRAFFIC B. DRAWNGS SHALL SHOW ACTUAL LOCATION OF ALL UNDERGROUND AND ABOVE,GROUND 0 LL4 DRAWINGS OR SPECIFICATIONS, AND THE ENGINEER SHALL BE PERMITTED TO MAKE WHILE WORK IS IN PROGRESS. THE CONTRACTOR, SHALL BE FULLY RESPONSIBLE FOR DAMAGE WATER AND WASTEWATER PIPING AND RELATED APPURTENANCES. ALL CHANGES TO PIPING CORRECTIONS AND INTERPRETATIONS AS MAY BE DEEMED NECESSARY FOR FULFILLMENT OF OR INJURIES WHETHER OR THE INTENT 'OF THE CONTRACT DOCUMENTS. THE TENDERING OF A PROPOSAL WILL NOT POLICE PROTECTION HAS BEEN PROVIDED. LOCATION INCLUDING HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES AND NCE OFLjHESE CONDITIONS BY THE BIDDER. WI LL BE CLEARLY SHOWN AND REFERENCED TO PERMANENT, SURFACE 0 IMPROVEMENTS. DRAWINGS SHALL SHOW ACTUAL INSTALLED PIPE � MATERIAL, 'CLASS, ETC. (n 15. THE CONTRACTOR SHALL MAKE THE PROJECT SITE AVAILABLE FOR REVIEW AND THE CONTRACTOR SHALL SUBMIT THREE (3) SETS OF SHOP DRAWINGS TO THE C. DRAWINGS SHALL CLEARLY SHOW ALL FIELD CHANGES OF DIMENSION AND DETAIL. INSPECTION AT ANY TIME TO ALL AP PLICABLE REGULATORY AGENCIES, ENGINEER, AND THE ENGINEER FOR APPROVAL PRIOR TO ORDERING THE MATERIALS REQUIRED FOR' CONSTRUCTION. D. DRAWINGS SHALL CLEARLY SHOW ALL DETAILS NOT ON HE ORIGINAL CONTRACT 16. All -WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LINES AND GRADES 2. SHOP DRAWINGS AND CERTIFICATIONS FOR ALL STORM DRAINAGE, WATER SYSTEM, DRAWINGS BUT CONSTRUCTED IN THE FIELD. ALL EQUIPMENT AND PIPING RELOCATION SHALL SEWER SYSTEM, AND PAVING SYSTEM MATERIALS AND STRUCTURES ARE REQUIRED. THE SHOWN 'ON THE PLANS. THE FULL RESP - BE SHOWN. ONS1131LITY FOR KEEPING DESIGNED ALIGNMENT AND VA UBMIT ONE (1) COPY OF ALL SHOP DRAWINGS, UNLESS OTHERWISE E. LOCATION OF ALL MANHOLES,, HYDRANTS, LVES AND VALVE BOXES SHALL BE GRADE SHALL REST UPON THE CON'TR Ln THE CITY ACTOR.L ELEVATION BENCH MARKS AND HORIZONTAL REQUESTED BY THE DIRECTOR, REVIEWED AND SIGNED BY THE ENGINEER, TO 'CONTROL POINTS SHALL BE -ESTABLISHED PRIOR TO BEGINNING WORK. THE CITY SHALL NOT PRIOR TO THE START OF CONSTRUCTION. -SHOWN. ALL VALVES SHALL BE REFERENCED FROM AT LEAST TWO AND PREFERABLY THREE BE RESPONSIBLE FOR PROVIDING -HORIZONTAL OR VERTICAL; SURVEY CONTROLS. REFERENCE PERMANENT POINTS. 3. THE DATA SHOWN ON THE SHOP. DRAWINGS SHALL BE COMPLETE WITH RESPECT TO MARKS FOR LINES AND'GRADES AS THE WORK PROGRESSES WILL BE LOCATED TO CAUSE AS F. DIMENSIONS BETWEEN ALL MANHOLES SHALL BE FIELD VERIFIED AND SHOWN. THE DIMENSIONS, DESIGN CRITERIA, MATERIALS OF CONSTRUCTION, AND THE LIKE TO ENABLE INVERTS AND GRADE ELEVATIONS OF ALL" MANHOLES SHALL BE SHOWN.. SEWER LATERALS LLL So P ITTLE INCONVENIENCE TOLTHE PROSECUTION OF THELWORK AS POSSIBLE. THE CONTRACTOR REVIEW OF THE INFORMATION AS REQUIRED. SHALL BE LOCATED ALONG THE MAINS MEASURED FROM THE NEAREST DOWNSTREAM MANHOLE. SHA LACE EXCAVATION. AND OTHER MATERIALS AS TO CAUSE NO INCONVENIENCE IN 4. THE CONTRACTOR SHALL, IF REQUESTED BY THE CITY, FURNISH CERTIFICATES, � ERENCE MARKS PROVIDED. THE'CONTRACTOR SHALL REMOVE ANY AFFIDAVITS OF COMPLIANCE, TEST REPORTS, OR SAMPLES FOR CHECK ANALYSIS -FOR ANY OFL G. THE DEPTH FROM FINISH GRADE OF POTABLE WATER, RECLAIMED WATER, AND SEWER FORCE MAINS SHALL BE INDICATED 'AT ALL VALVE LOCATIONS. TIONS PLACED CONTRARY TO THIS PROVISION. OBSTRUC THE �CONTRACTOR SHALL FURN18H AND MAINTAIN, AT HIS OWN EXPENSE, STAKES AND THE MATERIALS NOT SPECIFIED IN THIS MANUAL H. IF THE RECORD DRAWINGS HAVE BEEN DEVELOPED'AND MAINTAINED IN A' DIGITAL FORMAT ACCEPTABLE TO THE CITY, THEN ONE SETL OF .5 INCH HIGH DENSITY DISKETTES OTHER SUCH MATERIALS AND GIVE SUCH -ASSISTANCE,, INCLUDING QUALIFIED HELPERS, FOR EARTHWORK SETTING REFERENCE MARKS TO THE SATISFACTION OF SHALL ALSO BE SUBMITTED TO THE S CITY. S THE, CITY AND 1. THE CONTRACTOR SHALL PERFORM HIS OWN INVESTIGATIONS AND 'CALCULATIONS A 2. COPIES OF ALL TESTING RESULT THE ENGINEER. TH E'CON TRACTOR SHALL'�CHECK REFERENCE MARKS BY,SUCH MEANS AS HE MAY DEEM AND SYSTEM CLEARANCE DOCUMENTATION, FROM Y. NECESSARY To ASSURE HIMSELF OF EARTHWORK QUANTITIES. THERE IS NO IMPLICATION NECESSAR AND, BEFORE USING THIS, SHALL CALL THE REGULATORY AGENCIES SHALL ALSO 13E SUBMITTED TO THE CITY PRIOR TO THE ISSUANCE OF CITY'S ATTENTION TO ANY'L, THAT EARfHWORK BALANCES, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY IMPORT -OWN EXPENSE, �ESTABLISH ALL WORKING FILL NEEDED, OR FOR REMOVAL AND DISPOSAL OF EXCESS MATERIALS. INACCURACIES. THE,. CONTRACTOR SHALL AT HIS THE "CERTIFICATION OF COMPLETION". OR CONSTRUC11ON LINES AND GRADESAS REQUIRED FROM THE, REFERENCE MARKS,AND SHALL_ 2. THE CONTRACTOR, AT HIS EXPENSE, SHALL ENGAGE A GEOTECHNICAL/S BE SOLELY RESPONSIBLE -FOR THE OILS ENGINEER ACCURACY, THEREOF. THE CONTRACTOR SHALL, -HOWEVER, FOR QUALITY ASSURANCE TESTING DURING EARTHWORK OPERATIONS., TH BE SUBJECT E TO THE CHECK AND REVIEW OFjHELCITYAND THE ENGINEER'. GEOTECHNICAL/SOILS 'ENGINEER SHALL BE SUBJECT TO THE APPROVAL OF'THE CITY AND STR DISTURB 0 E OY THEM. lr�A PROPERTY.CORNER OR SURVEY MONUMENT IS DISTUR13ED ALL EARTHWORK SHALL BE COMPLETED IN ACCORDANCE NTH THE -CITY AND DURING CONSTRUCTION, WHETHER. BYACCIDENT. CARELESS- WORK, OR PROPERTY� CORNERS AND SURVEY MONUMENTS SHALL'[4E PRESERVED USING CARE NOT Td ENGINEER OR:�DESTROYED� THE 'REQUIRED 'TO 'BE DISTURBED:,OR DESTROYED G EOTECHNICAL ENGINEER. ID: PROPERTY ARKING LOT, DRIVEWAY AND, SIDEWALK SPECIFICATIONS -OF,FL( STA, SPECIFIC jRIDA. -THE CONTRACTOR 'SHALL PAY.FOR ALL COSTS.FOR THIS.WORK. THE CONTRACTOR SHALL COMPLY WITH RUkES, REGULATIONS AND ATIONS ,CORNER;.OR SURVEY, MONUMENT SHALL BE I R ESTOREDBY A LAND,SURVEYOR REGISTERED IN THE'�' p CE OF A PA NO ENDURIN ;BACKFILL., E AND DRAINAGE WORK SHALL OTHER MATERIAL THAT WILL BRUSH, VEGETAIVE-� OF THE CITY. N. THE ABSEN CULAk'REQUIREMENT ALL ROADWAY, GRADING AND FILL LICK, STUMPS ROOTS �MATERIAL SHALL NOT. CONTAIN mATTER,�;�14UBBISWOR, T. COMPqT_ INTO k suiTABL RTI 0 BE PERFORMED IN COMPLIANCE WITH THE MATERIALS, EQUIPMENT A S SPECIFIED IN THE LATEST EDITION OF FDOT STANDARD-.: 'TO THE CONTRAC R, $HALL COMPLY,WITH ALL, LEGAL LOAD RESTRICTIONS IN THE LOADS ON,PUBLIC RIGHTS -OF A ULING OF, 7WAY-: SPECIFICATIONS -FOR M ROAD AND'BRIDGE CONSTRUC11ON AND THE FDOT ROADWAY AND RAFFIC SPECIAL 'PERM It, WILL 'NOT RELIEVE THE DESIGN STANDARDS. I'S N FEDERAL HIGHWAY. "AS, A ' . - L . i, I NANT., THE C -AN IMMEDIATE ADMINISTRATION 1978 TE, PUBLISHED BY -THE U's. DEPARTMENT �OFTRARSPORTATIO SHALL, THE, CONTRACTOR D TURB ANY, PROPERTY; ADJACENTj TO THE TE DEVICES TIME ,�T N 0 3., FOR SIGN DETAILS, REFERJO HE,"MANUAL ON UNIFORM RAFFIC �CO�k ALL PAVEMENT MARKING SHALL BE REFLECTORIZED LEAD FREE THERMOPLASTIC. CONTRACTOR OF, LIABILITY FOR THE'DAmAGE THAT MAY.c RESULT. FROM THE MOVING OF 2. EQUIPMENT. OR TRoL,�- 0 WTHOUT'l TT�N" PERMISSION FROM THE ,bNTRAdTOR ON SHALL'. PERFORM REPAIR OF N .1 1083). ALL �:SIGNS TO BE SINGLI: MOU (A Sj D6 D AMAGED S TS FOR "REPAIRS, SHALL BE THE RESPONSIBILITY OF, THE CON 'ACCORDING TO F.D.O.T.. INDEX NO. -11862 NTED AREA ON ANY ADjACENT�PROPERTY. �'ALL COS 10 MPH WIND LOADING) A N F.D.O.T. INDEX DD TR ACTOR AND NO NO.: 17302. OMPEN ITIONAL C SATION, SHAI I SUE] REQU HAT HAS: BEEN BY THE PROPOSED IMPROVEMENTS. -,DRIVEWAY,, FEN tE SOD,:%,�. ETC. T ITY CODE'FOR.: BUILPING CONSTRUCTION THE CONTRACTOR -SHALLREOLACE-ANY AND 'ALL'ASPHALT,. BASE, COURSE,- 13A I , 4'L ALL SIGNAGE AND STRIPING FOR HANDICAPPED'PARKING SPACES -SHALL BE PLACED N SE ACCORDANCE; NTH :ADA AND FLORIDA ACCESSIBIL 0 TYPE�AS DAMAGED. .�:ALL.GRA 5. .ALL CONCRETE USED. URBS, SIDEWALK' fH E IREMENTS. 'OD S, APRO S ANDL SIMILAR �-SHALL HAVE WIACEMENT 1TEMS SHALL* BEMW AAD 'F THE'SAM E CL �SSED FOR N MINIMUM 26 AREAS ARE TO BE'S DED. WITH THE SAME TYPE .-A OF GRASS. COMPLETE REPAIR OF, DAMAGED SLUMP 7DAY COMPRESSIVE STRENGTH OF '2,500 0 FRIDAY. ADDITIONJO.'THE G )fEMS S3H IMUM� 5 1 NCH. ANQ A'MM IN:� S CITYLOF��, TH IN,.,T U N NEER. HOWN ON HE.� GENERALLCONSTRUCTI WITH FLICT:WITH THE EL C NTRACTOR,l COATWro.5 LL BE FOR CON STRU CTI I G .-INI STRUCTURE, ACCORDAI ;7H E D ETA I L 'ALL BITUMINOUS MATERIA SHALL -BE TES L TED AND PLACED JN A�4, RDAN E WITH 'I ;ALL' FR �RESP -T�E�- THAT�, ALL BE FINISHED'BY'THE -END OF -WORK EVERY OTHERWISE'APP SE: ERA L" N b TE s" TH' ROVED BY,THE CITY., ONSIB'LE 2.3 IN �,EVENT ERSON$AkSONAL' PkOPLRTY.IS IN CON TM ON, DETAIL HIS:.SET OF PLA 'PLACED AND,TESTED IN ACCORDANCE WITH SECTION.:300 :OF'TI*',ftOT S b&AIQS -,.;'WELL: AS A D TH E�;,' TILI �SHALL NOTIFY TENANTj CITY, WNER AND NC CION,,.3 HE� CONTRACTOR b �-.ddNstu 0 CITY.- INL THEABSENCE,'OF PARTICULAR REQUIREMENT,,2131TUMI �'THE,:ENGI S) SPECIFICATION S'FOR ROAD AND BRIDGE NS' �AS ORD'S'STANDARDS SANF 7 u I t 57 "M w. ji r A Lu'Y 7. t, 4 0 1j, C Lu EXISTING INLET AND STORMWATER D DAMAGE AND SILTATION) PIPING REMOVE PORTION OF CURB FOR SIDEWALK CONSTRUCTION 0 u) �.uj, (TO BE PROTECTED FOR CONNECTION TO PROPOSED BUILDING) EXISTING SANITARY SEWER SERVICE LATERAL 0 26 61' 10' 20' TRIC EXISTING tAIR TH Pt lv.i ILW (TO BE RELOCATED) 20" EXISTING INLET AND STORMWATER PIPING (To BE PROTECTED) Sv V Wli5 REMOVE POR TION �01` CURB FOR,SIDEWALK CONSTRUCTION SAWCUT EXISTING ASPHALT ALONG PROPERTY LINE SAWTARY SFVE? &WHOL E TING SIGN (TO BE REMOVED) EXIS WEST UqVr 1201, IF— r( _T PiNVEMEN F VA VE :IDA Mir mv lwrr C M N @95734 248,90 17.0 XISTING POWER POLE . ............................ (DO NOT DISTURB) Ia 49W StEN ............. 12-1 PALM kirJLE .................... ........... RE OVE I'S W-55 ......... ... L XA ............. ... ...... ........... EM,�OVE7_ T tPRql`�C EXISTING VERTICALCURB (TO 13E PROTECTED) PROTECT'51i' S TORH 5iRil TF ............ GRATE . . .... REMO)j TE .:.. , W V!1;)A1 �1 MOVE ........... .. vt ............... 121 PA rE ELEV.IW6 ...... .. ./ ............... ...... ........ R ..................... .......... ..... . ............... ... ... . ......... ....... -4 .. .... OF PAVEMENT ........ ... VE EXISTING EDGE (TO' BE PROTECTED) ............ I X. ------ ROTE ..................... ...... ............... ... .......... . .................. .......... .......... EXISTING CU 01 PALM , RB CTED) ...... 4r --- OVE -Mo, ff.: VIN e I d 6 .... ...... 1c, PALM ....... ............... 13' PAI H A�,PVIALT LL _kc I . T Vpdr .......... .................... ........... . . .......................... REN C4... .................... REMOVE ....................... 11P4 if 1 1&0 EXIST11 G CURB (TO BE PROTECTED) LMLI W F� uj REMOVE ... . . ........................ ......................... . ................. ... ...................... z FOR HANDICAPPED, 'RAMP w "RE Emov 161 PAIJI SER JOVE EXISTING 6URB cu .................... .............. z ............ coo ......... .......... I . ....... . .......... SAWCUT AND REVOVE EXISTING CURB, ASPHALT AND SUBGRADE PROTEOT� ................ .. .................. .................... . ..................... PROTECT -,&rg I 1 1, ., ffl , Ln ........ ................ ............ ...... ........... I I . ..... .......... -e .*.*.,.,.,.*:.*.*.-.-.-.-.-.-.-:.:.:: ........... 0 ........... ......... ... ....................... in .......... V) ....... . .... .... uj L 1 ... ................. . . ....... ?R? CTal ......... ........................ ......... . EXISTING WATER SERVICE LATERAL (TO BE PROTECTED) ..................... .................. ................................ Lt): fi�VPROTE 0 ...................... ....... PR90,TTE .......... . ..... ........... ... ..... . !_ A a ......... .. : � ... :.:.: I ( ) _'=___=!_� t4l � .............. cn -CONSTRUCTION REMOVE PORTION OF CURB FOR'SIDEWALI,� jji!'_"�,�� ...... . .... ........ ...... . t I .. ......... ...... �TE TED) a) CL_ -,L EXISTING POTABLE WA ........... R METER (TO BE PROTEC 'all ... ...................... . ....... ................................. C EXISTING BAC OF CURB (TO BE PROTECTED) .................... ...... ........................ t.......... F= .. .......... ............... ............ .......... TION OF CURB FOR SIDEWALK CONSTRUCTION REMOVE POR ........... ard ;'E Ff Ev417-c rx ............ ....... W ................... E z ........................ 61 raickh7r�: CbR ....... .......... EXISTING BACK OF CUR13 (TO BE PROTECTED) Li iW 111, LLJ .......................... ....... ....... ....... . ... ............ ............. AO ......... il' FALM LLA ............ P, VALM 16' PALM ...... uj 4 ROTECT 0, PA, _t, qPROTECT 6 01 .. ... ... . REMOVE p, V) 4, T1 z SAWCUT AND . ......... . ... .... ... ..... ...... Z kt . . . ..... ... ... . .... . .. . ......... ... i; I C) . . ..... . ... L z in DEMOLITION NOTES 1. CONTRACTOR SHALL CONDUCT DEMOLITION ON THE SITE AS INDICATED ON THE PLANS 0 'AND DESCRIBED IN THESE SPECIFICATIONS AND ELSEWHERE. CONTRACTOR SHALL PAY EXISTING INLET AND STO NG SS COMPLY NTH ALL LOCAL, STATE PLI, T (TO BE PROTECTED FROM DA AGE AND SILTATION) PARTICULAR ATTENTION TO THE DEMOLITION PROCE RMWA, TER PIPI AND FEDERAL RULES AND REGULATIONS REGARDING THE DEMOLITION PROCESS,' TRANSPORTING DEMOLITION MATERIALS AND THE ULTIMATE DISPOSAL'OF THE DEMOL111ON MATERIALS. CONTRACTOR, BY ACCEPTING THIS CONTRACT, IS FULLY RESPONSIBLE WI EXISTING FLAG POLE (TO BE REMOVED)-/ PA VE-D ASPHAL T PDA JF ��'IVA SAWCUT AND REMOVE EXISTING ASPHALT AS NECCESSARY TO INSTALL WATER SERVICE ALL DEMOLITION REQUIREMENTS. 0 Z_ 1,t TANT ITEMS REGARDING DEMOLITION. THE LIST 2. THE FOLLOWING IS A LIST OF IMPOR IS DESIGNED TO BE COMPREHENSIVE IN NATURE BUT IS NOT REPRESENTED TO BE INCLUSIVE SAWCUT AND REMOVE EXIS71NG CURB -SAWCUT AND REMOVE EXISTING CURB OF ALL REQUIREMENTS. A. DROUND UTILITIES AND STRUCTURES CONTRACTOR IS SAWCUT EXISTING ASPHALT AND REMOVE TING INLET (TO BE RESPONSIBLE FOR LOCATING AND IDENTIFYING ALL UNDERGROUND U'ftITIES AND EXIS PROTECTED) Z STRUCTURES WITHIN THELDEMOLITION AREAS. THE PLANS INDICATE THEIAPPROXIMATE SL LOCATIONS OF KNOWN UTILITIE'S AND STRUCTURES. THE*PLAN 0 DO NOT PURPORT TO EXISTING SIDEWALK (TO BE PROTECTED) IDENTIFY ALL UTILITIES OR SIR UCTURES THAT HAVE BEEN EITHER ABANDONED OR PLACE SILT FENCE ON PROPERTY LINE En UNREPORTED TO ENGINEER. 13. EXISTING UTILITIES CONTRACTOR SHALL COORDINATE THE TERMINATION OF TING WELL (TO BE PR SERVICE NTH THE APPROPRIATE UTILITY PROVIDER OF ANY AND ALL EXISTING UTILITIES OTECTED) EXIS THAT SERVE THE SITE. THE UTILITIES SHALL BE DEACTIVATED AS PRESCRIBED BY THE APPROPRIATE UTILITY, INFRASTRUCTURE NOT TO BE REUSED SHALL BE REMOVED To THE SAWCUT EXISTING ASPHALT AND REMOVE SITE PROPERTY LINE WERE IT SHALL BE, CAPPED, PLUGGED OR OTHERWISE TERMINATED IN Z, ACCORDANCE WITH THE APPROPRIATE 'UTILITY PROVIDER'S REQUIREMENTS, OR LOCAL, TA S TE OR FEDERAL REQUIREMENTS. UTILITIES THAT ARE TO REMAIN IN PLACE AND/OR BE REUSED SHALL BE APPROPRIATELY PROTECTED DURING HE DEMOLITION AND CONSTRUCTION PROCESS. TING OR OTHERWISE' CONTRACTOR SHALL BE RESPONSIBLE FOR PRdTECI1NG, REHABILITA Z GUARDING ALL UTILITIES TO REMAIN so THAT THEY REMAIN IN A SERVICEABLE CONDIION. -EXISTING UTILITIES MAY CONSIST OF, BUT ARE NOT LIMITED TO, TELEPHONE, ELECTRIC, 0 CABLE TV, POTABLE WATER. IRRIGATION WATER, SANITARY SEWER, STORM SEWER.'NATURAL u e-s AND LIQUID PROPANE GAS, L n, THROUGHOUT THE DEMOLITION PROCESS, CONTRACTOR C. MAINTENANCE OF TRAFFIC SHALL MAINTAIN INGRESS AND EGRESS'TRAFFIC TTHE SURROUNDING STREETS, DRIVEWAYS, TILIZED. SHALL BE U ALLEYS AND ENTRANCES. APPROPRIATE TRAFFIC.CONTROL DEVICES, INCLUDING FLAG MEN, Wt CONTRACTOR SHALL MAINTAIN SITE SECURITY D. MAINTENANCE OF SITE SECURITY DURING DEMOL11ION ACTIVITIES. THIS SHALL INCLUDE LIMITING PUBLIC ACCESS To DEMOLITION SITE AND, IF NECESSARY, PROVIDING PUBLIC ACCESS BYPASSES. E. HAZARDOUS MATER ALS A HAZARDO US SUBSTANCE EVALUATION HAS NOT.BEtN PERFORMED ON THIS SITE. IT SHALL BE THE RESPONSIBILJTY OF THE CONTRACTOR TO K IN ACCORDANCE NTH THE PLANS AND SPECIFICATIONS CONTAINED WISE REQUIRED, BY APPLICABLE REGULATORY BODIES. IF ANY, IT IS THE CONTRACTOR'S RESPONSIBILITY CE(S) IS/ARE ENCOUNTERED, O PROPERLY REMOVE AND DISPOSE OF HE SUBSTANCE(S). F. DISPOSAL OF DEMOU11ON MATERIALS 7 CONTRACTOR SHALL BE RESPONSIBLE FOR THE. TION AND ULTIMATE DISPOSAL OF DEMOLITION MATERIALS. STATE'"'. TION AND DISPOSAL SHALL B 'IN STRICT ACCORDANCE TRANSPORTA E WITHALL LOCA AND FEDERAL REQUIREMENTS. DEMOLITION MATERIALS SHALL CONSIST OF, BUT NOT BE LIMITED TO, ALL DEMOLISHED BUILDINGS AN D THEIR BUILDING MATERIALS, LANDSCAPE,,-, D STRUCTURES AND UTILIIIES, AND OTHER ITEMS BEING REMOVED FROM THE SITE. MATERIAL, PAVEMENT, PAVEMENT SUB -BASE, UNSUITABLE SOILS, DEMOLISHED UNDERGROUN OTES UTILITY RELOCATION N P ONE S'HALL'BE, MADE, BY THE OF EXISTING UNDERGROUND TELt H' -nON. OF THE UTILITY OWNER. THE CONTRACTOR IS CONTRACTOR TH UNDER E DIRtc UTILITY COMPANY, AND SCHEDULING ALL INSPECTIONS RESPONSIBLE FOR �CONTACTING HE CdORDINATiOk,`AS� NECESSARY. 'HAL'� -POLES S 2. RELOCATION OF HE', EXISTING OVERHEAD ELECTRIC LINES AND POWER 'ME 'BE MADE:BY THE CONTRACTOR UNDER THE DIREC11ON OF THE UTILITY OWNER., �UIIUTY CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE COMPANY ANDLscHEDULING RDINATION ASNECESSARY. THEEXISTING;wATER METER SHAL 3. RELOCA11ON OF L. BE 'MADE BY THE,CONTRACTOR AS ON PLANS. ALL INSPEC11ONS MUST BE COORDINATED WITH THE CITY OF SANFORD. rj 0 Y. r FULL DEPT 'REM VAL�OFASPHALT,-DRIVEWA CU jLI1iON ...................... ...... AFTER REM( A L RB AND BUILDING,DEM( H )VAL'OFL-NOTED EXISTING "THE CONTRACTOR .................. ................. ................................... ........... F�, TURES, A TIONS70 EXISTING FEATURES. � R NECESSARY TO; MAKE SMOOTH TRANSI . .......... . ...... . ..... ........ ALL EA VA L COL At M .. ...... ... ........... .... ... ... 'Ak S SHALL,�BE �GRADEDJO DRAIN TOWARD EXISTING I s r � x - 's:- t ■■ r. i f . LL ..L .7 (o t m w� . 4. -THRUST KOM SHALL K USO IN COMBINATION. AS REWBBID - - } � •- TO. SUIT THE SP== FITTING ARRANGEMENT. - - -.3. WHERE .TWO OR MORE FITTINOS ARE TOGETHER. USE FITTING WHICH - .' B. -ALL1YOOD BLoclaiw SHALL BE PRESSURE TREATED WITHYIELDS GREATEST LENGTH OF RESTRAINED PIPE. -m PRESERVATM W FORMS ARE TO REMAIN N PLACE 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF L ALL THRUST racks SHALL W ALLWO TO SET IT41 (5) DAYS RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED BEFORE PRESSURE TESRNQ. UNIiffi HIGH EARLY STREPIM UNLESS OTHERWISE INDICATED. ... CONCRETE B WED AND CRT HAS APPROVED A SHORTER' - .. . Pim. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE � c 42-1 1, 'THRUST WITH THE PROCEDURE OUTLINED IN RESTRAINT DESIGN FOR DUCTILE IRON PIPE' AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: • TYPE OF PIPE DIP • WORKING PRESSURE: P.S.I. • Z U • SOIL DESIGNATION: Ld • LAYING CONDITIONS _ TO BE COMPLETED BY THE ENGINEER •FOR a S. HDPE PIPE OR. PIPE ENCASED IN POLYETHYLENE, USE VALUES OrtEN IN PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5."- Cfl N ;. '„ W w. THRUST BLOCK DETAILS RESTRAINED PIPE TABLE'( DIP) u`!, ;' W ° CITY OF SANFORD 1999 FIG. 1036 CITY OF'SANFORD 1999 FIG. 1048 A'• w o V) MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). + PV6;G—A00/803 PIPE SIZE 4', F6 8" 10" 12" 14' 16' 18' 20" 24" W BEND 47 BEND 224/2' BEND ' , - 11-1/4' BEND i PLUGS OR BRANCH Of TEE ��00�0 e IIflflIIQflQII QflgOflQOQQ�Q QaQQQCiaQflQ QQQflQQQO QOQOQQ SET TOP OF VALVE BOX COVER (SEE FIGURE 115) AT FINISHED GRADE CONCRETE PAD IN UNPAVED AREAS FINISHED GRADE (SEE FIGURE 1M /o ADJUSTABLE CAST IRON SEE NOTE 2 VALVE BOX BOX SHALL REST ON M.J. PLUG VALVE BEDDING ROCK, NOT ON VALVE OR PIPE AND SHALL BE CONTINUOUS COLOR p,4j CENTERED ON CODED,14 GAUGE OPERATING NUi ,. INSULATED (NON-METAW WIRE C 0 0 oQO PIPES ONLY) 0 WASTEWATER FORCE MAIN' B' REDOING ROCK NOTES. 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. PLUG VALVE AND BOX DETAIL E, 7 CITY OF 'SANFORD 1999 FIG. 203 i9 ALUM. CLIPS SPACING 10'-0' TO CENTER MAX i POSj TOP RAIL CHER `.mu COR"PONER BARS #9 TIE WIRES I FABRIC 3[8' ROUND 12" O.C. { . io T USS BARS (SEE NOTE 1) LINE POST . 2 TURNBUCKLE TENSION WIRE " GRADE 3000 PSI CONCRETE r ro 12" a FENCE DETAIL 3//8" ADJ. GATE { POST GATE CORNER 'TRUSS RODS GATE FRAME CATS POST ABRIC I! f f" 1 CENTER STOP '' I �NCRETEI 12' x 12' x 12' 20' MAX. DOUl3LI SWING GATE 6UT II . j NOTES: , TRUSS BARS .AREREQUIRED FOR EACH GATE SECTION AND THE ' FIRST SPAN, ON EACH SIDE OF A CORNER .POST ONLY. 2 ALL MATERIALS SHALL HAVE A FACTORY APPLIED BLACK VINYL CHAIN LINK FENCE DETAIL CITY OF SANFORD 1999 FIG '304 TNOtM[L-MmHED , CONCRETE EIldiING CONCRETE MSE� , SEE MANHOLE CONNECTION MANHOLE FRAME t COVER (SEE FIGURE 2Ol) SET COVERS F1.USFT IN PAVER AREAS A AT /RANEE BEDDED IN MORTAR ELEVATIONS SHOWN IN UNPAVED AREAS. camm mm (MK) 4 .� COURSES o MAX. 6• :'�: q„j .K111MINOIll INSIDE Shki OUTSIDE WALL EPDXY COAAlff 51MiACEE PER SPECFlCAT)ONS 4'-O' S* MIN. (SEE NOTE S)ACJQ ENCHING PER SP= CATIONS T" p ITO REINFORQUMENT AND JOINT DETAIL TO SE DESIGNED RY THE ENGINEER AND L MIN. I e' MIN. APPROM BY THE ._, BEDDING ROCI r MIN. - CONCRETE RASE RIDE TYPICAL MANHOLE DETAIL 200A CITY OF SANFORD 1999 FIG. f A f. l � � 'I Ly a r n � =w i U n y t �f r a s LL g O a N el Z � N Y1 ♦ A O h O e � F - - TEMPORARY JUMPER CONNECTION NOTES:. lwregeorary jumpy mnnoollon Is nquked at dl' aonnsdbaa bad a. ndrenp a, aoMre rrahr melee amid pmpond now water main Impeovarw is. Z The ddo0 oboes iI 10 be aced for filing airy nww water main of any sme from s ' �dlap sowater nwh and far mating of new mein up to a IMCl1E3 IN . YFIIE . (LB FPSmidmum volodly) and far putting badwtaloploal eamples kom any -- core '-- new wain main of airy elan. The Jumgt shad ben,* unlit after mv. nwibq, helhq and dleYlisslbel of Hr or mitre I+ara bare y canpMM and = �th .. dearaloe for use Prance o Florida .Department of En tronme dd Proleolbn (FDEP) and - . •. 1*— apOfalr have been reoeNsd. The jumper eenrlecdon shad else be used Is mandaln a mWmum prssetr� of 20 pit In fie naw.matne after d46 wfbn and urd9 the ... FM We. Neer M ablated odequal. Thud_ Maskinga and/or rs*.kh W.M be prvrkad as req�ed .t1" and h" used for osnneaftrq ilia rrw pipe ta iM - d1 eehe( aids pion to kwkft m Tn aooardonce wMfi ATFMA 0801 1�pie edHlan. The lappkq elewre and tt- -dater of fM main b be tapped doll be dYnfooled by spraylrq or wwabift por eedkn a of AM CUI-M. Z FluehkV of 10 Ylot iea In dlamolor and larger wafer mains may be dam through the He -In volve under very.aontralMd asrlANorw. TM tails, Ing provedures dlaE be fok*wo4h The 1N-N_vahos doll be operated and pressurebefell in the presence of the W" oompoay and apeman to vwdb water twnswe prior totN-In. Vabw wMdr are not x I W q1 dra4 6s replaced rNh a new veins Installed knonedatdy adjacent to the .IL The p�nlst aaimaallon rival a constructed a dstaflad. the jumper -. .- conned bs used to All the new water mitre and for watt for boo- prvrlIp t t-taNGbal samAlinY of tba now main se rogrdnd by the FDEP p-mR. ' • nurlkrp dad riot be atlwnpled during pear demand kiln of its seienrlp water - Issiw. �ru • Ad dewerhsom , h the Mtem must be open prior to opw&n the tlrin valve r - • RorWe for and wiwleer ffw pawn In 1M f��In;poilt. no pressure it file adeMrlp , male must nit drop 6eNw 36 pd. , / • lnrss�� be m a for fue enty.•eini a pressure amp Games the rdrw is o ive ,w . b C. The na-kl vdve dlad be baked closest by the udefy oonlpany until flust" begins. y.._ 1 .... D. ilvo`ir-h rare -fall be any for fludriq of the new main. Thd' ,prvcedun ,. WW be directed by the u" am Varyand -No@ d by ft !rWtrwt• L After Auefdrna, to fb-In rain aha0 be dared and bated [n The Wooed localam by , ft ulefty oamparrr ' .4. The Oanir'OafOm shall *.ride documentation domwIisha q that H. double aI baakfi. -prevwrtearl. device lee been laird and N r good .marls. rY snit of the lkne of IroNDa1Nn• ~ 0..lh oW oa required to "Rush Ike at greater than S fnahn En diameter, the tie in vain dad nmah .lased and chit be leotard In the aNcad by IM The } posillon alley ny. tie -to wive doll remain baled .laced until the new rryelehashbs-I steered ttaampaass by FM and all oihor per",sy-Idse. 0.'Upon receipt of olmam for use from nXP and all elht partIna'n tlr.leerlparary IM y y. oanhoalsr -fad, rename lumP•r oereleollen ecr'aro itapa are b. be and aged gged IN" 2 Neil brow ... plu Plupe. �rnctderarlaa is ' 7.'Ad Insldlaftoe and of on ismporory connection and awosldod reroift dwfo% 11dtlye, raM. tryW oonsel 1►w n•Ponelbtlh of the oordruabr. booWlele p , . 1 -TEMPORARY" JUMPER CONNECTION =' C S ...ITY :QF . ANFORD _:�: :'1999 '. J`FIG . '5048 I DISINFECTION Bofon bdnp plaosd In service. all now calm maim dad be chlorinated In atroordance eifh 11ra epsdlloanorr bloc and the pr000durw oullino M AYIWA C-f61 'Standard procedure for pdnfoallny Water ]ialn� . All prerrldons a ffa F7orlda Departm rd of Emlronmsedal Protection permit shall be compiled with. WATER SYSTEM TESTING: �Hyyddroohrda lowdng obad be performod at 130 pounds per square Inch pprrwenours, unless afherwIn approved by the CMy, for a period of not Ices than two (2) bcum Toding shall be In accordance wRh the appppdoable Nrlo as call forth In Seadon t . AWMA Standard C1100 for duotmis ion pipe and AMWA Manual slumber M-23 for PVC pips. ThR=u`fr' hall lnclude the owtinued applbafbn of the specified Pawn to ,� ices hour_psrtodaubryd wgp�ofse a plrmm igldnp �upph from aoorttolnsrNce frm=roomwlcklt.AwotFlt osnrrmneq 61 micaiMaoo��y� nscearory n eha�%e kaBFo ha� the �oe'actor and to �ryrylh I& fssi r�eoled ip! �wHhin the sdjbll ud tLV. T1 ,d oonduat the required water d1=bubulWn eYilrarn and pormfa�rm%U arydrepakat me nqu WATER SYSTEM TESTING AND DISINFECTION CITY OF SANFORD.., 1999 FIG 507 : - - 140110 NFAL rt VERnGI. SEPUAAr" l MUMMOIiS Punuff ED FaUdu weld ems Wes r s Etm 41120I ,I�arsac 111wAam ' loomML w= Van e¢ e vw nab vw. PUU= - -. r CA lit Ir w Y wtI Ie' _ Iwrnrr era IO Ir r 1r _ _ - - IS go 1_2 15 HEADS PSI GPM ILxWorR TYPE ■ SS-530 20 1.10 428 ON RISER SIDE STRIP SS-530 .20 1.10 428 FLUSH SIDE STRIP • SRS-04-7A 20 0.68 7 RADUIS 90' & 180'.SPRAY o SRS-04-10A 20 0.68. 10 RADUIS 90' & 180':SPRAY SS-515 20 0.55 414 FLUSH LEFT SIDE STRIP SRS-04-12A 20 1.07 12 RADUIS 90' & 180' SPRAY ® SRS-04-17A --20 0.97 . 17 RADUIS 90*,& 180' SPRAY 0 PGP—ADJ—LA 30 1.40 22 RADUIS 90' & 180' SPRAY ® PGP—ADJ—LA 30 2.80 29 RADUIS 90' & 180' SPRAY VALVE F N A N A N A N A � 4 i= j y LANDSCAPING d. MV iection s all, goverri': th `6qui" d.'Except a a erwls'�" ants shall be 'the t'dmel Id a One- Geri era, 0 op n di ms, shall set at such levipi or �settleriient, they bear the. ditio detririiOntal t posed pluirtin '�: oth ei specifie pl planted in pits and Topsoil shbII:inot',bd placed 'h 5 wot, �x CO that, a;aft spec rel'tion to the finished j;. e planted Balled plants shall b : , , , ." : . �: �� % nd a disk harrow or rotary tilling machinery un I a -su e ee q -the soil from which 2. '-grassed shall be thorou-i Jnto the Tillaige: The area to, be to'the grade of en., 'Agreement 'a' re by refereni!,ald is C' low -each root ball to fill Voids. 016 -washed around and u,nder the base of a d no clods crcI6 rem h f �.Z -under the root bull out from S. UJ lime 'shall be added to provide a Gen' 5.5.,and 6.5. y No cloth shall be pulled Plants in containers shall be carefully removed 'from the pots, cans,' -.'2.5.4 .,��,Applying Lim 4: �iho Ph 'of the', soil shall be deteirmin' 1 boxes 'or other containers' In a manner not to break away fr Stan ard Contractor's Agreement .9, Incorporated Into the top,three-to four Jnches of the Lime 66d''fe t1IIzG' roots the ball of soil, for d by the containers. They shall be sot In and und m n ilng.' d coordination:betwee'n job and nursery. thiB plant pit with the planting mixture carefully washed around, t Co'cirldinate''.w'ork 'with u'll 6ifher'�elated trades in order' a expedite installation of �A pi Feetilizer: Fertilizer, shall �be plied d1rect6d by the Landscape Architect. a. Trees shall be set pi the too thr" I umb, and held Into position until the planting and shall be thoroughly incorpord1t6d into Go to'four I ches of th, mixture has been flushed into place with i �, _ S' -Sup- t a slow full hose, Grin endent is to be It - As hoe nafter p -a F. Ite notified 1 in writing if site is not 1n proper. b. All air pockets. are to be eliminated and the pit filled to saucer' 2.5.6 ;Sodding: Sod shall be Placed Within,48 hours of h6ryesting.',In*dd Ito sh at. con ontractor to perform his du a he planting plan for the location indicat If, Jo Verify dimensions a e. grade re airied stacked fo 7., 1.2 indivildual trees conn' 1 Placing Sod: The soil shall be soaked 161it'prior,16 pl "I d' E block �'t I" if "'d rid 'grades at j9b's'It A.- Substitutions will be� permitted only" upon submission Gny specified the Contractor only with the approval of the Landscape, Architect. pieces of.sod and of proof that shall be butted firmly against the last. Gaps shall be filled With I acing topsbi. The sod shall not be stretched While placing. I mediate y 'after pl plant Is not obtainable or suitable, for the io'c6tlon as specified on the plan, and d.-Staking and Guying: Immediately after planting, trees shall be 1.7 B sod, roll to provide flrm co'nta staked and pport. 'Stakes as indicated shall be' placed at -General: Dig trenche§straight. % sides of each tree, and the treated end shall be driven vertically 2.5.6.2 Watering: Sodding will not be authorized unless the planting soil ha's a moisture con en ..1.7.1 Into the ground to. a depth of approximately 2-1/2 'feet. The tops of f th by* the bottom'of the trench.' Lay pipe' even to _pljcdble Documents' on the stakes shall be driven to approximately 6".above ground. Care, level sufficient to prevent the Immediate drying during operatl ii. At least one 'k Plants half Inch of water shall be applied uniformly to all areas to be' sodded. In addition, shall be taken while driving stakes to avoid damaging the tree Bottom of trench shall be free of rocks or other shot object re: Shall conform to the name's given In* "Standardized Plant a. p Watering will be required over all, areas on which sodding has been completed. 1942 Edition, prepared, by the Ameirlcun�Joint Committee on ro No es ots. Except as otherwise Indicated or directed, the tree shall be 0.1.'3 Trenching shall follow Iayo't.1ndI6ated. This application shall be made not later than 30 min r saddlng'has been fastened to each stake as Indicated on the plans. The wires shall be utes'afte' mum Cover: Horticultural Nomenclature, or by t�he Bureau' of Plant Industry, State of Mini Pressure lines-24 ; non-pres6ure lines 12"; encased in hose at the tre ompleted, and shall amount to at least one-half,inch of water over the' entire':area Florida. e to prevent direct contact with the bark, 1.7.1.5 All lines:shall- have a 6" minimum clearance from each, other and from lines of all other, an op. Wires shall -due t the d shall be placed around the,, trunk with a single lo sodded. Watering will be done * in'a manner that -will prevent � erosion 0 2.' Names of varieties not Included therein shall conform generally with application of excessive quantities in a concentrated area, and Watering in er another line. arries accepted In the nursery trade. be tightened and kept taut by twisting the strands together. Refer to a.' Do not Install lines' directl y. ov equipment shall be of a type that will preve a nished surface. egrees. the details for planting included in the plan set. 1.7.1.6 Maintain 1"� minimum between lines which cross at 45 angles of degrees and 90;d 1.7.1.7 Exercise care in excavating, trenching and working near existing utilities 2.5.7 Winter Cover: All areas to be grassed shall be protected against erosion at all times. For 1.4 Quality Control rotection during winter months Italian rye grass shall be planted..at the rate of,4 pounds A. Plants 'shall have a habit of growth that is normal for the species, and shall be 9. Pruning: 1.7.2- Backfllli per 1000 square feet on all areas which are not protected by permanent 1grass. healthy, Vigorous and free fro sound m Insect pests, plant diseases and in)urles. a. Pruning shall be limited to the minimum necessary to remove 1 'ompact to dry density eq al to adjacent undisturbed solls. 1. Trees shall be heavil branched, orAn palms, shall be heavily leafed. Injured twigs and branches and compensate for the loss of roots 2.5.8 Clean -Up: All excess soil, excess y grass materials, stones, and other waste shall be without dips, sunken or 1.7.2.2 m 'to adjur Gas, humps, or�' other irregularities." 2. Plant materials shall be graded Florida No. 1 or better as outlined under during transplanting, but never to exceed 1/3 of the branching moved from the site dafly and not allowed to accumulate. All paved areas shall be.keot re J, 1.7.2.3 Initial backfill on plastic lines,. shall be 'pulverized native soil no larger than 2 in diameter:, 'Grodei and Standards for Nursery Plbnts,' State Plant Board of Florida. clean at all times. b. Cuts more than one Inch In diameter shall be painted with an and free of foreign matter. 3. Plant sizes shall represent the largest possible size available within the. atr a Where settling occurs. sp ec -bound or leggy in growth habit. -wound paint. 1.7.2.4 Restore gra,des'and r pa ir damage '2, Ificatlons without being root approved tree 2.5.9 Maintenance: Maintenance shall begin Immed ely following the last operation of sodding and continue until final acceptance. Maintenance shall include Watering, Routing of, Piping:., 10. have the right, at any stage of the operations, to B. The L Mulching: andscdpe Architect shall mowing, replanting, and all other work necessary to produce a uniform stand of gross. 1.7.3.1 Pressure 'and non-pressbire:p1pitig !Ines 'ore routed diagrammatically on Drawings. reject any.and all work and materials which, In his opinion, do not meet the a. Plants shall be mulched with a layer, of. 2 inches of mulch unless Grasslng will be considered for flnal acceptance when the permanent grass'Is healthy and ordinate specimen trees and shrubs with routing of lines: 'requirenrients'of those specIfIcdtIons. specified otherwise on the Plan, entirely covering the area around growing on 97% of the area with no bare areas wider than 6". 0 a._ P nce over sprinkle� and piping location. lanting shall take precede each plant, or the entire surface of each planting bed. Report any major deviation . from routing Indicated. b. 1. Such rejected material shall be removed from the site and acceptable b. Mulching will be accomplished only after the beds are weed free s'without off setting the various, 2.6 Quality Control: 1.7.3.3 install lines in such manner, ad to conform with Drawing arid level material substituted in its �ploce. assemblies from the pres�sure supply lines. in c., Azaleas will be first -mulched with a minimum of 1" pine straw Contractor quality control shall apply to all work In this Section in accordance with the -dressed with cypress mulch to match other planting areas. rovisi6ns of the Standard Contractors Agreement. Except where specifically sp'ecifted 1.8 then top Installation: elsewhere herein, all Inspection, testing, and approval shall be performed by the 1.5 Certificate 'of Inspection 1.11 Protection antractor's quality control representative or a metriber of his staff. Where it is specified 1.8.2 Water Sup Connect to water sources Indicated. ply 19 A. Trees and palms moved by winch or crone shall be thoroughly protected from that a submission be made to others for approval, the CQC. representative shall check the 1.8.2 Assemblies: ipmentB'' or orders for plant material shall be properly inspected at the chain and cable marks, girdling or bark slippage by means of burlap, 'wood submission and satisfy himself that It complies with the contract requirements prior to 1.8.2.1 No multiple assemblies shall be installed on pressure lines. nurs ery or at. the growing site by the authorized State authorities. Its battens or other approved method. submission to others for approval. 1.8.2.2 Provide each assembly with own outlet. V All nec6iiory inspection certificate shall accompany the invoice for each 1.8.3 Cathodic Protection: Provide in e piping systems where required by in tailing shipirtient -or order of stock, as may be requited by law for the necessary 1.12 Maintenance 2.6.1 Contractor's Proof of Conformance: will be requirod for the following and three copies insulati g couplings 'flanges or unions between copper orbrass pipe or tubing, and,steel transportation. n each of all documentation shall be furnished to the Owner for record purposes: or cost Iron pipe. i A. Maintenance shall commence after each plant Is planted and the maintenance period shall continue until the job or a specific phase of the job Is accepted. a. Proof of Conformance will be required for the following: 1.6 Measurements 1.8.4 Plastic Pipe: 1. Extreme core shall be taken to instruct the Owner or his representative in 1)., Sod 1.8.4.1 Install plastic pipe In accordance 'with manufacturer's recommendations. A. The _mInImum acceptable size of all plants, measured before pruning, with the proper maintenance procedures. 2 Fertilizer 1.8.4.2 Install sprinkler head on plastic pipe as indicated: branches In, normal positions, shall conform to the measurements as shown on the B. Planting shall be maintained by Watering, removal of dead branches, resetting Ahe 3 Topsoll mended a. All welded joints'shall be cleaned with manufacturePs recom La scape Drawings. plants to proper grades or upright position, and any other operation necessary to 4 . Lime cleaner prior to applying solvent. complete maintenance. 1). Welded Joints shall be given at 'least 15 minutes set-up curing time 1. Substantial deviations from those measurements must be approved 'by the n Landscape Architect may waive written proof If conformance ore moving of Landscape 'Architect. 1.13 Cleaning, bef is visibly demonstrated. loaded to prevent ng or shifting er % 2). Pipe shall be partially cent archl B. The caliper of tree trunks Is to be taken one foot abo ve the ground level unless A. The Contractor shall at all times keep the premises free from accumulations of nder pressure otherwise specified as "DBH." waste materials or rubbish caused by his employees or work. b. Test Reports: The results of laboratory tests performed on topsoil material shall 3). No water shall be permitted in pipe until a,period -of at least four 19 be submitted. The reports shall include the Ph level, the amount of organic. hours has elapsed for solvent weld -setting and curing,' or as matter, and the available phosphoric acid and potash of the soil Intended for use required by solvent manufacturer. 1.14 Completion and Acceptance Lcn In the work. en pipe is not panded condition due to 1 7 Materials A. CorYipletlon of the work shall mean the full and exact compliance and conformity b. Backfilling shall be done wh in ex heat. C- A. Planting Mixture: with the provisions expressed in the Dr awings and Specifications. 2.6.2 Request for, Final Acceptance: The Contractor shall submit to the Owner two copies of a written request for final acceptance of the grassing work. The request shall be' submitted short time before backfill, or by bGdkfllling in the early part of the 1. Peat required for planting mixture shall be pulverized native Florida peat. at least 10 do prior to the' anticipated date of acceptance. The condition of the grass ys morning before the heat of day. 2. Use the best of the soil excavated from plant pits, providing it is free from will be noted, and the Contractor will be notified is maintenance is to continue. stick s, roots, stones and other extraneous material detrimental or injurious 1.15 Guarantee and Replacement C. Curing: When the temperature is �above 80 degrees F, soluble weld joints to plants. 3.0 Finish Grading A. All hew plant materials, except palms, shall be guaranteed for six (6) months shall be given at least 24 hours curing time before water is introduced 3. Particular care shall be taken to remove pieces of mortar, cement, wood from the time of final acceptance and shall be alive and In satisfactory growth for under pressure.. ZJ 3.1 Requirements and other similar remains of construction from all 'planting areas. each specific kind of plant at the and of the uarantee period. B. Palm trees shall be guaranteed for eight (8� months from final acceptance. 1.8.5 Automatic Controller: B. Fertilizer For Planting: 1 . U. The'Contractor shall perform finish grading, including all tractor box 1.8.5.1 Install controller in accordance 'with the drawings and the manufacturer's inst' C. Time limit may be extended by agreerrient for any material questionable at the blade work and hand grading. end of the guarantee period. e where readily 'ccessible. Install 'electrical wiring in ac ordance with 1. Fertilizer shall be evenly applied to all newly planted areas at the rate of 1-, D. At any time' during the,guarantee period any plant required under this contract b. Box blade work will Include all final earth shaping after removal of :!-,' , "-. r :", i ris, Including construction of all berms, to within one- applicable code. of actual nitrogen, 1-1/2 pounds of actual phosphorus and 1- that Is dead or not In satisfactory growth as determined by the Landscape 1.8.5.2 Include electrical connection as part of this Section. tenth of one foot (1/10 of 1 foot) of the finish grade. 1/2 pounds of actual potash per one -thousand square feet. Architect shall be replaced promptly In order that it does not detract from other 1.8.5.3 'An oper, dting diagram or schedule clearly Indicating the sequence of. operation 'shall be C. Berms will be constructed In 6" lifts with a 75% compaction factor to the a. The fertilizer shall contain minor elements suitable for the plants plantings. posted in the controller to facilitate the selecton of the valve to be operated and required height. s being used. 1. Replacement plants shall be guaranteed for an additional sixty (60) days. se d. Handgrading will be performed for all planting areas as previously tting 6 1 f the controller. b. Th rce of the nu uitable for the various specific Z, Replacement of plants necessary during the guarantee period shall be the e sou detailed in Section 2.5.1 of these specifications. responsibility of the Contractor, except for possible replacements of plants 1.8.6 Remote Control Valves: type of plants being u ed (acid or alk lint resulting from removal, vandalism, acts of neglect on the part of others, or acts of n 6" nor less than 4" v4r from the top 1.8.6.1 Install at sufficient depth to provide not ',more tha co IRRIGATION SYSTEM .�,,C. Mulch- of valve to finish grade. F. When plants ore damaged by other trades prior to final acceptance they will be 1.8.6.2 Install valves In a plumb p siti n With a 24* rhinimum clearance from other equi;5iment Part One -General nz to the ' � Shall consist of mulch, �or approved substitute. No shredded-`-��~-'''-- --' - ' ---v^' _ ~^^~'^-' quickly replaced at on additional unot t� thaOwnmn� = r°p�'/"^"."q='^= ` 1 1 Scope of Work ' t8^7 PART TWO -GRASSING This 3oot�n ohoU q~`~^ ~''~'^~'' ~~'~ ~^^^ Scpc`cn�m^w Connector Pack ` #3, p// as manufactured by gytthe ' shall be made by using` g Replacement8 Plant complete operating irrigationspecified3N �Sealing ` Company.6onanto shall othe uon� d oa o� shown on the �1 Submittals -See *d °Quc� llt � �nemu �J�ob dro*�g� These provisions o incorporatedhitu'the Standard zm��nturo FA I J4,A.-r�v' ' " "� — " -10Y ERMA "m TO Yn call, VIAi 'fir 1 0- "WRIT 0 OW"wh W` 'MV'� -;'; � ". , -1 . ate 1,. us m — , I 'T�-v'4 --* c !; j NOW nosy pit! w! NOR li I I �J PI h a r r 4 I :2 I Jt p AFFIG va $.a .: SANFORD FIRE DEPARTIVIENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 Office (407) 302-1022 /FAX (407) 330-5677 Pager (407) 918-0388 Plans Review Sheet Date: 7/23/01 Business Address: 420 W lsr St. Oce. Ch. 26 Business Name: Federal Trust Bank Ph. Contractor: Fla. Concepts Ph. (407) 330-0671 Reviewed: [ ] Reviewed with Comment: [ X ] Rejected [ ] Reviewed By: H. A. "Pete" Tucker Comment: Plans Reviewed as Business Occupancy. Fl) reserves right to require applicable code requirements if occupancy use changes. References.are made to sprinkler and / or fire alarm systems. These systems are not relatired for this occupancy, HOWEVER, if these systems are installed, they must meet the following criteria. Fire sprinkler plans to be submitted for review, permitting, and inspections. If separate certified contractor does underground fireline, plans to be submitted for review, permitting, and inspections. Sealed letter from Engineer of Record stating design criteria for sprinkler system needs to be submitted with construction plans. Fire Alarm plans to be submitted for review, permitting, and inspections. 1.1 Application —New Building, Type VI Const., 3000 sq.ft. 1.2 Mixed — N/A 1.3 Special Definitions — N/N 1.4 Classification of Occupancy — Business 1.5 Classification of Hazard of Contents — Ordinary 1.6 Minimum Construction — N/R 2.2 Means of Egress Components — O.K. 2.3 Capacity of Egress — O.K. 2.4 Number of Exits — O.K. 2.5 Arrangement of Egress — O.K., will field verify 2.6 Travel distance — O.K. 2.7 Discharge from Exits — O.K., will field verify 2.8 Illumination of Means of Egress — O.K., will field verify 2.9 Emergency Lighting — O.K., will field verify SANFORD FIRE DEPARTMENT FIRE PREVENTION DI VISION 300 N. Park Ave., Sanford, Ft. 32771 / P. O. Box 1788, Sanford, FL 32772 Office (407) 302-1022 /FAX (407) 330-5677 Pager (407) 918-0388 2.10 Marking of Means of Egress — O.K., will field verify 2.11 Special Features — N/A 3.1 Protection of Vertical Openings — N/N 3.2 Protection from Hazards — N/N 3.3 Interior Finish — Class "B" 3.4 Detection, Alarm, and Communications Systems — N/A (See Comments) 3.5 Extinguishing Requirements — as per NFPA 10 3.6 Corridors — N/A 4 Special Provisions — 5 Building Services 5.1 Utilities - as per LSC 7-1 5.2 HVAC - as per LSC 7-2 5.3 Elevators, Escalators, Conveyors (4A-47) — N/A 5.4 Rubbish Chutes, Incinerators, and Laundry Chutes — N/A SANFORD CITY CODE - CHAPTER 9 Fire Sprinklers - N/A (See Comments) Monitoring: Required by U L Listed Central Station for all mandated fire sprinklered properties OTHER: NFPA 1 3-5.1 Fire Lanes — Required if building is more than 150' from street; exception: building has a fire sprinkler system 3-6.1 Key Box — N/A (See Comments) 3-7.1 Bldg. Address Number Posted & Legible — Required, will field verify, minimum 3" numbers of a contrasting background 2 GENERAL MOTES I. ALL WORK SHALL CONFORM WITH THE LATEST ADOPTED EDITION OF THE 'STANDARD BUILDING CODE,' THE 'NATIONAL ELECTRIC CODE' AND ALL OTHER APPLICABLE LOCAL, STATE AND FEDERAL CODES AND ORDINANCES, AND ALL AUTHORITIES HAVING LOCAL JURISDICTION. 2, ANY EXISTING CONDITIONS WHICH DIFFER SUBSTANTIALLY FROM THAT INDICATED ON THE ATTACHED PLANS, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT, BEFORE PROCEEDING WITH OR CONTINUING ANY FURTHER CONSTRUCTION, 3. IN THE EVENT OF ANY DIFFERENCES OR CONFLICTS BETWEEN THESE CONTRACT DOCUMENTS AND THE AGREEMENT BETWEEN THE CONTRACTOR AND THE OWNER. THE TERMS AND CONDITIONS OF THAT AGREEMENT SHALL GOVERN AND PREVAIL NO EXLCLUSIONS FURTHER, THESE DOCUMENTS ARE SUBJECT TO REVIEW, CHANGES AND FINAL APPROVAL. 4. THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED FROM THE MOST COMPLETE FIELD INFORMATION AVAILABLE TO THE ARCHITECT. ALL THE DATA ON EXISTING CONSTRUCTION CONDITIONS IS APPROXIMATE AND SHALL BE VERIFIED PRIOR TO COMMENCING ANY WORK. ANY CONDITIONS WHICH DIFFER SUBSTAN— TIALLY FROM THAT INDICATED ON THESE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT, BEFORE PROCEEDING WITH, OR CONTINUING ANY FURTHER CONSTRUCTION AS THE SITUATION WARRANTS. 5. THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE "GENERAL CONDITION OF THE CONTRACT' AIA DOCUMENT A201. AND SHALL COMPLY WITH THE REQUIREMENTS OF THE CONSTRUCTION CONTRACT. G. ALL WORK (EQUIPMENT, MATERIALS, AND LABOR) SHALL HAVE A WRITTEN GUARANTEE FOR A PERIOD OF ONE (1) YEAR, UNLESS SPECIFIED OTHERWISE, FROM THE DATE OF SUBSTANTIAL COMPLETION. AGAINST ANY DEFECTS IN SAID WORK, WITH WITH APPROPRIATE REPAIR OR REPLACEMENT AT NO ADDITIONAL COST TO THE OWNER. 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY DISCREPANCIES OR OMISSIONS WHICH WOULD INTERFERE WITH SATISFACTORY COMPLETION OF WORK, CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL FIELD MEASUREMENT. FIELD CONSTRUCTION AND INSTALLATION CRITERIA. COORDINATION OF ALL TRADES AND TENANT SUPPLIED ITEMS. AND THE MEANS AND METHODS OF CONSTRUCTION, CONTRACTOR IS RESPONSIBLE FOR ARRANGING HOISTING FACILITIES, PARKING, ETC..., FOR THE COMPLETION OF WORK. CONTRACTOR 15 RESPONSIBLE FOR HANDLING OF MATERIALS. 8. CONTRACTOR TO OVERSEE CLEANING AND ENSURE THAT THE PREMISES ARE MAINTAINED FREE OF RUBBISH DURING CONTRUCTION. FINAL CLEANUP IS THE RESPONSIBILITY OF THE CONTRACTOR. REPAIR, PATCH, TOUCH-UP AND MAINTAIN CLEANING UNTIL COMPLETION OF CONTRUCTION. 9. AT THE TERMINATION OF THE WORK, SUBMIT TO OWNER MAIN— TENANCE MANUALS PRESENTING FULL DETAILS FOR CARE AND MAINTENANCE OF ALL SURFACES AND EQUIPMENT OF EVERY NATURE. CONTENTS SHALL INCLUDE MANUFACTURER'S AND IN— STALLERS NAMES, ADDRESS AND PHONE NUMBER AND INSTRUC— TIONS FOR INSTALLATION, START—UP OPERATION. MAINTENANCE PARTS LIST AND DATA SHEETS. 10. WHEN 'APPROVED EQUALS', 'EQUAL TO' OR OTHER QUALIFYING TERMS ARE USED, IT SHALL BE BASED UPON THE REVIEW AND APPROVAL BY ARCHITECT. 11. ALL WORK 15 TO CONFORM WITH DRAWINGS AND SPECIFICATIONS. DRAWINGS ARE NOT TO BE SCALED FOR INFORMATION. 12. PAYMENT WILL NOT BE MADE TO GENERAL CONTRACTOR ON CHANGES OR EXTRAS UNLESS THEY ARE APPROVED BY ARCHITECT, le CO®E NOTES: THE BUILDING HAS BEEN DESIGNED TO COMPLY WITH THE 1991 STANDARD BUILDING CODE. 1991 STANDARD MECHANICAL CODE, 1991 STANDARD GAS CODE, 1994 STANDARD PLUMBING CODE, 1994 NATIONAL ELECTRIC CODE, 1991 FLORIDA- ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. ALL DOORS SHALL BE PROVIDED WITH HARDWARE HAVING A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR OR TWISTING OF THE WRIST TO OPERATE. OCCUPANCY BUSINESS (B) CONSTRUCTION TYPE TYPE VI (UNPROTECTED/UN SPRINKLED) BUILDING HEIGHT SBC XX'/ZONING XX' 25'-8' BUILDING AREA/FLOOR SBC XX SF/ZONING XX S.F. 3000 SF PROJECT MANAGER: FLORIDA CONCEPTS, INC. POST OFFICE BOX 5026 CLEARWATER, FLORIDA 33756 ARCHITECT: GRAHAM DESIGN ASSOC. P. A. 28100 US HWY. 19 NORTH SUITE 507 CLEARWATER, FLORIDA 33761 ELECTRICAL ENGINEER: STOFFER & ASSOCIATES, INC. CONSULTING ENGINEERS 13902 SMOKERISE COURT ORLANDO, FLORIDA 32832 MECHANICAL ENGINEER: KILLINGSWORTH ENGINEERING CO. MECHANICAL ENGINEERS 3605 STARBOARD AVENUE COOPER CITY, FLORIDA 33026 t go AP oiw aws, MtSC AL STEEL WILL R Ulr" CERT f 1 t ,L _. SIRUCTU ,,,'jS i nL PLACEMEW 0: ► t r� S-t'` IL -THE DG110N OF ALL FOOTINGS P i ) FOUNDATIONS SHALL BE 2x" ,owfjt4 xLGP,ADF t. "P ,1DICAP o1 W COMMERCIAL 5T > _ ; Q ''�e �y' gotdy eve�� 3 z � < w 5�b 1D (y U- z r � z z z W let STREET q W q j (U q = W J Lu rz q J U1 LlJ ~ (Y f to >_ E Lo W 2nd STREET . J T FEDERAL TRUST BANK SANFORD, FLORIDA W _y z sG_ z J ,^ ULu mo� uj �u (x Q q lu cticnUMCC I W i w (1) uj W a a im 0 _ L o q N Q O LA (Y O c,c i7 w O z p JNWU Q j q a_A A t V W J W "2 O (f" DRAWING NO. CS J 0 O u- z 4 zz Q m 1 i w E z "L S F 4 Q 1 s � t5LVC:r. OLVlih . I TRU5_5 BEARING 10'19 i/2" A,F.F, WINDOW HEAD i —G I/2" A.F,F. PRE—FABRICATI COLUMN COVER �f WINDOW BILL FINISHED FLOOR 0.-o" 8" SPLIT - BLOCK BLOCK ^vL r f STANDING SEAM CURVED METAL ROOF SYSTEM BY ULTRA SEAM INCORP. TOP F COLUMN CAPITAL --- PRE-FABRICATED COLU11N COVER TRUSS BEARING_ 10'-q _WINDOW HEAD - 8'-6 1/2" A.F.F. - TITP OF _51LL BLOCK 2'-8" A.F.F. FINISHED FLOOR PRE -FABRICATED - COLUMN COVER TOP OF SILL BLOCK 2'-8" A.F.F. 8" 5PLIT-FACE BLOCK STANDING, SEAM METAL ROOF ON, 304 FELT OVER 5/8' COX PLYWOOD DECK S. N 2" x 4-1/2' ANODIZED ALUMINIM STOREFRONT WINDOW FRAMES W/ 1/4" THICK BUTT GLAZED GLASS in N \ 5 ui AG 1" E.I.F.S. FINISH. COMPLY WITH MANUFACTURER'S 3. SPECIFICATIONS N i cti TOP OF SILL SEALANT A.F.F. BILL BLOCK ao #5 DOWEL ' VERTICAL 10" SPLIT —FACE BLOCK r � WALL sEc-rioN HURRICANE CLIP AT EACH TRUSS 8" CONCRETE KNOCK —OUT BLOCK W/ 1—#5 BAR CONT, I 5/8' GYPSUM BOARD ON 2' METAL 'Z' FURRING AT 24" O.C. I" SEMI —RIGID INSULATION OVER G MIL VAPOR BARRIER SUSPENDED ACOUSTICAL TILE CEILING 8' x IC" POURED IN PLACE LINTEL W/ 2-44 TOP AND BOTTOM W/ #3 STIRRUPS AT L" O.C. I CULTURED MARBLE SILL 5/8" GYPSUM BOARD ON 2" METAL 'Z" FURRING CHANNEL AT 24" O.C. 1" SEMI —RIGID INSULATION OVER 6 MIL VAPOR BARRIER I/2" EXPANSION JOINT I/2" EXPANSION, JOINT 1/2' EXPAN51ON JOINT 10' SPLIT —FACE . CONCRETE SLAB (°.l • CONCRETE SLAB BLOCK ' "I ': CONCRETE SLAB 'CONCRETE.SI;AB W/ L" x 0 x WIA x WIA W.W.M. W/ G x G x WIA x WI.4 W,lk.W.M. W/ L x L" x WIA x, WIA W.W.M. ' W/ .L" x 4" x WI.4 -x, U11.4 W.W.M:. r q FINISHED FLOOR - — (� FINISHED FLOOR - - — I! -- FINISHED ,FL,OOR ,�. ; ® Q pu�i, CULTURED MARBLE f SILL n P.T. WOOD NAILER i u n r n TS 4" x 4" x 3/8" r u i n 5/8' GYPSUM BOARD ON 2' METAL 'Z" FURRING CHANNEL AT 24" O.C. � u �u � u LINE OF 10' � u BLOCK (,BELOW) � n r n T.. 10-9 I-AA34 EACH END m 1/2' PLYWOOD SHEATHING DRAFT STOP/SECURITY 2' x 4" AT 24" O.C. HURRICANE ANCHOR AT EACH TRUSS (I' WIDE, 14 GAUGE GALV. STEEL W/4" MIN. EMBEDMENT) r.� F.F. s CO I I.n I W I ++I Ild r_ L d r r r r r ___. a. r i ,i r a r i i i - r r r i r ■ - FLASHING 1, t O I v- I i o 2" x 4" AT 24" O.C. DRIVE -UP WINDOW it DEAL DRAWER. VERIFY INSTALLATION t DIMEN51ON5 W/MANUF. SHOP DRAWINGS t FCI I I I l N, O. PROJECT MANAGER. i i i f r I I o- 8" SPLIT FACE I ► sN-SP1,IT FACE .., 10" x it-3/4" BLOCK BLOCK N SPLITI ACE BLOCK :• I CONCRETE BEAM W/2-sc5 CONT. T. t B. t #3 TIES AT IG O.C. �y CONCRETE CURB j i CONCRETE CURB TOP OF CURB I I TOP OF CURB 4" CONCRETE SLAB _ �_ " O O — I I O'— r SLOPE I SEE STRUCTURAL I I I I �— TOP OF CONC. SLAB TOP OF CONC. SLAB - ,•.:.— _ O 6 B.F.F. — — — — — t- —i *, — .. T O'—G B.F.F. '- f Tfd�' — — - ,. 1 —'_. _ ,. ,_ .r ..r` —_.r.—. _. —. — — — — .. _ .. _. `, :• _ — - L MIL VAPOR ILI -I l I I_ 3" x 3" x I/4" 571FFENERS I I 14' x 14' x I" I I MOUNTING PLATE 3'. x 3" x 1/4N I STIFFENERS I I x 14" x i" I MOUNTING PLATE'' $ ,__ ; III �— BARRIER ((-I (I I (4 SIDES) ( I (4 SIDES) — I I 3/4" SHIM t GROUT SPACE I I 34" SHIM t GROUT SPACE, u — — ^-I I I I= 3/4"� ANCHOR BENT 12" x 4" BOLTS ----,__ o d d . 3/4"� ANCHOR BOLTS BENT 12' x 4" d - a a , z R ' (4 PLACES) a ... a . .d (4 PLACES) I _ CONCRETE FOOTING ' o — -STRUCTURAL —I I- SEE • ' .:.. � •v ±' "" 5E T E TR R FOR U AL v 12' x 12' CONCRETE _ a I � — — . T , v SEE STRUCTURAL FOR FOOTING AND REINFORCEMENT e. v. . p .•v • a _ 5 UC OR FOOTING AND REINF.ORGEMENT B W/3 45 CONT. d , EL TO MATCH YURGt ERTICAL STE a4 TIES AT 24" O.C. SEE FOUNDATION PLAN FOR LOCATION) MIN. 25N OP -'a- : O' Z ,�y�l --II- -I 3QN p— v. •4 III I .a lI_iI.Lim _ G" 2 , I 1 - i ;o L-L -44 VINYL BASE 8" • I a' -I" 3'-3" I "1'-b' � '-O" 43'-9" INTERIOR ELEVATION AT OFFICES SCALE: I/4 =I'-0" CEILING 1'-4" -4" VINYL BASE L �T KNEE KNEE KNEE KNEE .SPACE SPACE SPACE SPACE I 1 4 3 3 _ 1 N 1 Y I I- 3 3 _ 6 21'-4" 1 J BACK ELEVATION AT 'TELLER COULTER. SCALE: 1/4"=1'-O" 8 r9 ' A9 A9 PROVIDE IL" DEEP SHELF FOR MICROWAVE CEILING I1 1 'Q 00 81NK 4' BAC, jG- SPLA9 O i— O - ----- REFRIGERATOR BY F.C.I. POINT OF SERVICE 4" TOE SPACE IS INTREGAL 10 GAL, ELECTRIC W/DOOR. FLOOR FINISH WATER HEATER II TO CONTINUE IN THIS AREA L L INTERIOR ELEVATION AT KITCHEN 6 A SCALE: 1/4"=1'-O" A8 2'-2 1/4" I'-1 1/2" 2'-2 1/4" CROWN MOULDING 3 EACH LAMINATE ALL AROUND SIDE COUNTERTOP 5 3'-O" CEILING I i cl = _ _� s? v 4" BACK- �y SPLASH I � 4" TOE SPACE III- I4 PNEUMATIC TUBES a CEILING 1, 4" BACK- DRIVE-THRU / SPLASH j TELLER WINDOW , DRAWER. I KNEE K EE N KNEE in SPACE SPACE L-44 TO L I EQUAL ( 44TOE SPACE EQUAL SPACE I CEILING I I I V I I I �•, I I I I I a I i 4" TOE, L__._ SPACE 5 O" F T\Z I r , Q RIK: r 4" TOE 1 "TOE SPACE I ° 4" VINYL SPACE 10'-I" r BASE I CEILING" ,= r �r _ - - - c-- _-- - 4" TOE SPACE 1 U o GEILINCG ` .r cv a (. I I• AFTER •HOURS 2 1 - -- _ . ----- r- I I _. : DEP ITOR.Y d$ A SAFE:: Ln ` i' E I I .T 4N O L� SPACE.: W W lid ' . r. II ELEVATION SEGT(QN I L. d SCALE: I/4"=LI-Q SCALE:' 3%A11 u INTERIOR ELEVATION INTERIOR ELEVATION" z ELEVATION AT E . AI 1 O AT WORK AREA -� AT HOSPITALITY AREA 8 COUPON DESK. � Al At 9 SCALE: EA:8. SCALE: I/4"=1'-Q" �� SCALE: AS N07ED o t/, _ o 3'-4" 1'-8" 1'-0" 9" II_8N it - cv I I/2 I a I' -I 1/4" 1'-1 1/2" I' -I I/4" 3 W ^+ 3 0 TRASH PLASTIC iv % — iti 3 t; :� 4 SLOT 3 EACH LAMINATE I/4" I/8" REVEAL _ SIDE COUNTERTOP \ x I/4" x I/a";. w n ' REVEAL o I CROWN II MOULDING 4-1/2 j4-I- If I I 4�3" ALL AROUND (TYP) It I r II II r r I LLB _LJ�i s V" i REMOVABLE TRASH BOX WITH TRASH CAN KEYED DOOR ON 9" ( I-2" �l 9- BACK SIDE OF BOX 2'-8N 4' VINYL BASE SECTION REMOVEABLE PANEL ELECTRICAL WIRE CHASE PLASTIC LAMINATE OVER 3/4" PLYWOOD THRUOUT a N T 2" x G" WOOD REVEAL1/8' STUD AT 14' O.C. • iv O • 2 M• . -� 9 ELECTRICAL u- WIRE CHASE / .M-� f w Ff A PLASTIC LAMINATE. OVER 3/4" PLYWOOD THR T, UQU iir F X w 2" is 4" WOOD REVEAL cy .Q p STUD AT 16" O.C. 1; - CEIL. MIRROR PLASTIC LAMINATE TOP AND.BACKSPLASH DET I/A9 SOAP DISPENSER X 4 ?' X �, Z .zX a-q L 4" VINYL BASE MEWS RESTROOM SCALE; 1/4"=I'-O" TOP AND BACKSLAMINATPLASH a • r i 9 BRACE EACH END iy 4" VINYL BASE SECTION NG 34" x 1-1/2" GRAB BAR 42" x 1-1/2" /rrGRAB BAR TOILET TISSUE DISPENSER zX i�• X� a' . I O .f- I-�" I ATTACH GRAB BAR THRU WALL W/ MOUNTING SCREWS TO 2X4 WOOD BACKING PLATE SECURELY FASTENED BETWEEN STUDS AS REQUIRED LAVATORY DETAIL SCALE: 3/4"=1'-0" WALL CABINET 3/4" PLYWOOD CONSTRUCTION ADJUSTABLE SHELF 3/4" PLYWOOD ll" IF 'J OVER f EDGE BAND f i ON ALL 4 SIDES ADJUSTABLE SHELF SUPPORTS (TYPICAL) i SCRIBE TO PITWALL .� SP BASH PLASTIC LAMINATE — 2'-O" 3/4" PLYWOOD f r 1/4" DUST 3/4" PANEL ADJUSTABLE SHELF I/4" PLYWD, 3/4" PLYWOOD (l" IF OVER 3'-O" WIDE) BACKING I PROVIDE EDGE BAND ON ALL 4 SIDES BASE CABINET SDJU5TABL HELF SUPPORTS NOTE; I EXPOSED SURFACES IN BASE CABINET, DRAWER 1 WALL CABINET TO BE FROM LOW PRE55URE MELAMINE PLASTIC LAMINATE COMPOSITE BOARD. 4" VINYL BASE r-i BASE` � - PLASTIC LAMINATE TOP AND BACKSPLASH PLASTIC LAMINATE FACED APRON = -r u VARIES 4" VINYL BASE 3/A3 4/A3 A9 ELEVATION v� m 1'-0" SCHEDULE - .. . 5E31219 HAGAR 26D 426 AL53PO SAT. 32D 236U1 B1312'19 260 AL405 SAT 426 1461 AL 234W34N 320 320 581191 N.R.P. 320 D80Pp SAT 1461 CUSH. AL 8" x 34" 320 200SAV x 36" 303AV x 11" t 013 602 26D SUPPLIER t 014 B51219 260 51MPLEX11011 --- 236W Z in O x . W W l�, N W r- o -1 r Q-U'" "'.' (l z Z J W 0- z IOi- I } :. . 32DV♦ SHALL BE MASTER KEYED DIRECTED.+ 5, 2 KEYS PER. CYLINDER K U� cnc�l Ir nn (n !jrr- Q rODiu?c`n`w O 11 \ i. W QF-O> v ViQ®o�U Q m 3 w W W = ' 01- ® 4 4l CV GC ZO.. c;o � w 0 zo tU U ✓ �EU4 4 �anq Q C� o N l iqiwnn . W Q I�r 4a Q z s J O o z' 4 cc W W L s 0 DRAWING` N0.' A10ul JOB NO. .1097 ° .. a - .. I - - - - - - - - - - - -- - - - - - - I 3.,� EASTERN. PRODUCTS - 2' x 2' LAY -IN CEILING RETURN AIR GRILL U I I I I , 4. FLANGEKLAMPS: W EXIT LIGHT 5• NATIONAL ROLLING MILLS/BUNDY U , y 2' x 4' LAY -IN CEILING _ W ' i EMERGENCY LIGHTING .IL �! I 2 x 4 TEGULAR I I "' SUSPENDED CEILING ACOUSTICALL PANELSCal o 8'-8' CEILING HEIGHT I : ; ' . ' " I/2 GYPSUM BOARD COACH LIGHT tx ,� I I A.. 2' x 2' ARMSTRONG TEGULAR EDGE n i CORTEGA MINET,ONE WHITE U? W r - --- ------ - - - - - - - - B. 2' x 4' SQUARE EDGE 2-MIL STIPPLE �+-- LIGHT FOR AFTER I FINISH, WHITE VINYL GYPSUM PANELS HOUR DEPOSITORY i BY U.S.G. GYP. BD. CEILING ' I 8'-O" CEILING HEIGHT 2' x 2' TEGULAR SUSPENDED CEILING ' 10'-0" CEILING HEIGHT I � I - - - - - - - - - - - -- - - - - - - I 3.,� EASTERN. PRODUCTS - 2' x 2' LAY -IN CEILING RETURN AIR GRILL U I I I I , 4. FLANGEKLAMPS: W EXIT LIGHT 5• NATIONAL ROLLING MILLS/BUNDY U , y 2' x 4' LAY -IN CEILING _ W ' i EMERGENCY LIGHTING .IL �! I 2 x 4 TEGULAR I I "' SUSPENDED CEILING ACOUSTICALL PANELSCal o 8'-8' CEILING HEIGHT I : ; ' . ' " I/2 GYPSUM BOARD COACH LIGHT tx ,� I I A.. 2' x 2' ARMSTRONG TEGULAR EDGE n i CORTEGA MINET,ONE WHITE U? W r - --- ------ - - - - - - - - B. 2' x 4' SQUARE EDGE 2-MIL STIPPLE �+-- LIGHT FOR AFTER I FINISH, WHITE VINYL GYPSUM PANELS HOUR DEPOSITORY i BY U.S.G. GYP. BD. CEILING ' I 8'-O" CEILING HEIGHT 2' x 2' TEGULAR SUSPENDED CEILING ' 10'-0" CEILING HEIGHT I � I -1 i - 2' x 2' TEGULAR SUSPENDED 8'-8" CEILING CEILING HEIGHT ., 2' x 2' TEGULAR SUSPENDED 8'-8" CEILING CEILING HEIGHT \\ 2' x 2' TEGULAR SU5PENDED 8'-8" CEILING CEILING HEIGHT 2' x 4' TEGULAR 5U5PENDED CEILING 8'-O" CEILING HEIGHT ° ' -I -I�HII k�N Elm IN I I x 2' TEGULAR PENDED CEILING ME HEIGHT oil I uILJ Lj I 1 2' x 2' TEGULAR SUSPENDED CEILING 2' x 2' TEGULAR 8'-8" CEILING HEIGHT � SUSPENDED CEILING I 10'-0' CEILING HEIGHT in I I i I I I I I I I REf=LECTED CEILING PLAN SCALE: 1/4"=1'-O" BULKHEAD 0 0 0 2' x 4' EXTERIOR LAY -IN CEILING TILE AT DRIVE-THRU 10'-4" A.F.F. Q O o olu a: z J 3 y � o BULKHEAD C. OR APPROVED EQUAL I I <. . I I 1 RECESSED SOFFIT LIGHTING TYPICAL - 12 PLACES , 5EE ELECTRICAL DRAWINGS I r < a ; Z �,z -� owe a. � V I I FWe- <~ I �+� V Lu c� l'2 � z �•^� _I n I I 00 inn �•.1 4 C�cnw� I 1 Q I O z O Q i ® W i .t W csa3u,g W I -(Ala I 1010CL- n - SU21 SPE 2' TEGULAR - i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I ® Q � CEILIN r-� 8'-O" CEILING HEIGHT I N 'tj z0 1-1 CM W O 2' x 2' TEGULAR I I ATM ELECTRIC SUSPENDED CLG L_.J I LANE LIGHT PROVIDED ®N zu 8'-0" CLG HGT I BY FLORIDA CONCEPTS :Q U ZINC. / r. � Qa I LU I _iLl I OPEN/CLOSED � ELECTRIC LANE LIGHTS PROVIDED BY FLORIDA I CONCEPTS, INC. I - I III 2' x 2' TEGULAR SUSPENDED 8'-8" CEILING CEILING HEIGHT RECESSED SOFFIT LIGHTING TYPICAL - G PLACES SEE ELECTRICAL DRAWINGS 1/8' CEMENT PLASTER FIN15H ON 1/2' COX PLYWOOD OVER PAPERBACKED METAL LATH BANKING; SECTION SCALE; K > U. o ,V D W AC O Q t�i to U- LLl W <0 ,►' lu ao LL C� U. $ TELLER 5 �ZU. . „ . . -. '.a V A' a. • AIO o �' All DRAWING N®. $ A44' ,, , : li 101 II J k W r- � Np V1..J 4 4 AuMmmCe U i z. J i . � Z W® W 0 CC w w 0 ' u. 10:1 KYcc.,.,. o°[ w 'UJ'e� .' occ LL,.a F•: Lu Z: uu CC DRAWING NO, ' oa FURNITURE PLAN Fl SCALES 1/4"=P--O" JOB NO. w ',NORTH ° BUILDING I I I I � I L-F3 I I F2 I - -1------------� --® -' T! I I I z I U o L _l F_ wz -- - ----9'-10"- - -- - -� w f E I I COORDINATE WITH PROJECT I I I p�C7 MANAGER FOR EXACT DIMENSIONS ;o �< I I pj I , eX _ V-4 Li w w3Ge CONCRETESCOLUMNT IN AW/E zpS2LL 6 nG VER CAL ANDa3 TIES AT 8" O.C. j (Yoc" x IG" CMU PILASTER 8' x 16" CAST IN PLACE 000 8' x 16' CMU PILASTER/ tt5 VERTICAL IN CONCRETE COLUMN W/ U<W/ tt5 VERTICAL INILLED CELLS. LAP _ t _ G-44 VERTICAL AND __ - - FILLED CELLS. LAP_8 BAR DIAMETERS I- u3 TIES AT 8" O.C. II 48 BAR DIAMETERS JL------------------I Lj------------ -I-- -� r ------------ - - - - -� i �- --- --------------I T-4 ------------------14'-8" L I I,-4"I FI I - -{- -JILI'-L" 11'' 14'-8' O_ S 2 4 S 2 f --- _ _ --- --- --- --- -- - - ---- Af - F3 �L'I 3 MASONRY OPENING AG MASONRY OPENING AG IT-G" 15'-4" - ---- ��A - -- --- -- --� O MASONRY OPENING i 5 5 de I IG IO" I S/4^ x L' x I i i F3 I CID -1 - - - - - - -- L- - - I F3 I i I TS G" x 6" L-- --I L--- --I x 1/4" ry 24'-0' OL � I O-O' 4" THK, 3000 P.S.I. CONCRETE SLAB W/ 6 X L X W 1.4 X W 1.4 W.W.M. I i I I I 1'--4 5'-4" A 1'-4 24'-10" -- --- -- - - - - - - --- - - --- - -- -- - ,( - - - - -- A L - -- - -- - --- ----- ----- — - - O F3 MASONRY F3 F3 - OPENING - F3 ------I 0FI F- I FI L-------------------J L---I L--------------- -------------J I - -r - -- - I - -- ---1-- -- --'� -- - - - ■ ■ ■ ■ ■ ■■ ------ ■■ ■ ■ ■ I I I F_ ---I r - - - - - - L - - - - - - r J 8" CONCRETE BLOCK L___ - - -1 L____ 1 8" CONCRETE BLOCK L -i (- - STEM WALL W/ tt5 52 52 VERTICALS NSTEM WALL / FILLED I I VERTICALS IN FILLED I I CELLS AT 48' O.C. j CELLS AT 48' O.C. I I LAP BARS 48 DIAMETERS LAP BARS 48 DIAMETERSr ■ I I j 8" x IG' CMU PILASTER v W/ 45 VERTICAL INFILLEI I I I I I 48 BACELLS. DIAMETERS I I I FI I -1--- 8" CONCRETE BLOCK I I �- I I STEM WALL W/ 45 U U I ® I I I VERTICALS IN FILLED CELLS AT 48' O.C. I I I RADIUS I I LAP BARS 48 DIAMETERS 52 (TYP) I 1 � I I 8" x IG' CAST IN PLACE I I CONCRETE COLUMN W/ ■ I 6-44 VERTICAL AND43 I I I I DET AITIES L 1 AT 2 8" O.C. F3 _J L_ I I ;��` I ® 1 S.C.J. ! - - - - - - - ---- - } • --- --- - ----------- - - ----- ---�-- I F3 I it ' I 2 I I �- 8' x IG" CMU PILASTER 52 L J W/ 45 VERTICAL IN � - J FILLED CELLS. LAP I (9 ® I 1 48 BAR DIAMETERS I 8' x IG" CMU PILASTER I ® I I I FILLED CELLIS.ALAP L J I I 48 BAR DIAMETERS I 1 I ■ I i TS 4" x 4" x 1/4" I I ■ F2 k I I I I F3 2 � S2 � ■ ---- �yI I - - S.C.J. - - - -- -- - - --- - - - _. W/ t15 VERTICAL IN i 8" x IL' CMU PILASTER ® I v FILLED CELLS. LAP O I 48 BAR DIAMETERS I I t _-1 r_ I 1 j 8" x 16' CAST IN PLACE 1 CONCRETE COLUMN W/ I I v L-aL VERTICAL AND I I I I I 43 TIES AT 8" O.C. I I FI (I LI TS 4" x 4" x 1/4„ I - - - - - - -- I - I- ■ I I 52- 00 N_ t _ 1 4" THK. 3000 P.S.I. CONCRETE SLAB ca I I W/ L X L X W 1.4 X W 1.4 W.W.M. IN TOP j v i HALF OF SLAB ON L MIL. VtSQUEEN VAPOR z I LI f r! BARRIER ON CLEAN, COMPACTED, I I I G' I S2 I TERMITE TREATED SOIL. wz I - I Ou I I (L I I � ~ �F_< I ao I 3 X I 4 O�w� I I � S2 - - I I pO I I S.C.J. t - O w -f -- -- I Oq UI z r LI TS 4" x 4" x 1/4" i� F3 - - Z TS G" x 6' I I I _ZO TS 6' x 6"-�I X I/4" �1� I C] E- x 1/4" I O _.-__ L._\On_ _ -1__- - �W ___ _.___ -_._ L_— I FOUNDATION PLAN RADIUS RADIUS (TYP) (TYP) TS 6' x L'- x 3/8' STRUCTURAL CONCRETE AND MASONRY NOTES CONCRETE: A. Unless otherwise indicated, provide concrete to obtain the following minimum compressive strengths in 28 days: I. Footings 3000 p.s.l. 2. Slabs on fill 3000 P.S.I. 3. Tie columns (pilasters) and tie beams . . . 3000 p.s.i. 4. Structural columns and beams . . . . . . . 3000 P.S.I. 5. Structural slabs . . . .. . .. . . . . . . . 3000 P.S.I. ` REINFORCING STEEL: A TM A615, GRADE 40, unless otherwise Oi i icated. o- PLACEMENT OF FOOTINGS: A. Design sod bearing pressure 2000 Ibo per square foot. Subgrade, to be compacted to achieve the above bearing pressure. If field conditions do not provide this minimum value, contact Architect. B. Should organic silt, clog pockets, or other unsuitable bearing conditions - be encountered during excavations, notify Architect before continuing construction. 3 C. Unless otherwise indicated, or required by conditions shown on Al drawings, excavate footings so that top of footing will be 1'-4' below finish first floor level. FLOOR 5LAB5: A. The floor slab shall be 4" thick, 2,500 PSI concrete (compressive strength at 28 days) reinforced with L x 6-44 x wIA welded wire Fabric over G mil vapor barrier on undisturbed soil or well compacted fill. Under slab sod shall be treated against termite infestation, and a written guarantee for a period of five (5) years shall be submitted to the owner to substantiate this protection. Concrete slab to receive a steel trowel finish. Seal slab with two (2) coats of sealer/hardner in areas which are to receive no finial material (see Finish Schedule) KNOCK -OUT BLOCK TIE BEAM5: Unless otherwise indicated, tie beams shall be double knock -out block reinforced with 2-45 continuous (1) at top and I at bottom). At corners add 2-tt5 corner bars 2'-0' x 2'-0' (1 at top and I at bottom) CONCRETE TIE BEAMS: Unless otherwise indicated, form concrete tie beams of masonry wall thickness by 12' (minimum) depth, reinforced with 4-.tt5 continuous (2) at top and 2 at bottom) with 4 ties at 2 feet centers. At corners, add 4-tt5 corner bars 2'-0' x 2'-0' (2 at top and 2 at bottom). OOOA%MASONRY: A5 A., Concrete block - specifications for hollow load -bearing concrete maaonry units, ASTM C90, or ASTM CI45 Grade N-1 and shall have a minimum compressive strength of 1900 psi. .1B.B. Mortar - type M or S in accordance with ASTM C 290. O' C. Horizontal reinforcement - 9 ga. "Ladder" or "Truss" type at 16' o.c. vertically. D. At intersecting walls, not tied together w/masonry bond, use 'T' section or maaonry wall reinforcement, at 16" o.c. vertically. E. Masonrgg columns, pilasters, and exterior corner reinforcement: grout cells with 2,500 p.s.i, grout in four toot (max) lifts. Lap splice bars (45,a) 9 1'-8'. F. Solid poured maasonry cello with reinforcement shall be provided every time a wall changes direction, on both sides of all doors and on both aides of any opening exceeding G'. The distance between solid units shall not exceed 4'. The reinforcing bar shall be a minimum of one tt5 Grade 60 and proper)y tied into the footing and tie beam. A 4' x 4" [- - - - - - - -- cleanout opening shall be provided on the lowest masonry cell for each I I grouted cell. Dowell laps for 45 rebars shall be not less than 25'. I I G. VERTICAL REINFORCEMENT: I. CORNERS: One No. 5 bar in a grouted cell shall be provided in I ! each corner, including interior corners and corners created by changes -�� I in wall direction or offsetting of walls such as at projected bays and TS G' x 6' inset porches. X L _1 2. OPENINGS: One No. 5 bar shall be provided on each aide of openings - - - - - Owider than 6 feet. Two No. 5 or one No. I bar are required on each P4 aide of openings wider than 12 feet in buildings. 4'-0. GROUT FOR MASONRY: 2500 PSI with a slump - 8' - 10 I Irl I L- - - - - - J BUILDING SECTION CONCRETE COVER OF REINFORCING BARS STRUCTURAL LOCATION COVER IN DIAGRAM ELEMENT FOR COVER INCHES TOP t 3/4" I" fr. BOTTOM r----�� SLAB I" I � ENDS BOTTOM 3' FOOTINGS TOP 2' ENDS 3" 3"-f1 , NOTE: ALL DIMENSIONS ARE TO OUTERMOST SURFACE OF STEEL. f] ® FOOTING SCHEDULE NO. SIZE REINFORCEMENT REMARKS FI 2'-0' x CONTIN, x I'-0" 2-45 CONT. - F2 3'-0' x 3'-0' x 1'-0" 3-45 EACH WAY - F3 4'-0' x 4'-0' x 1'-0' 4-45 EACH WAY - F4 5'-0' x 5'-0" x 1'-0" 5-15 EACH WAY - I I to U) I I SCALE: 1/4"=1'-O" I I I I L - - - - -I B L - - -- I NORTH < � 111 z Wa z <W U w � 0300 V_ c<100 r 00 RmNN < ?0 cvrnU,A)CC O u O L Qi W Im W • (a t F- � > W 0 t W X (0 ® C IOC () s O N Z N Oz CZ rr- O `� to 0 C= zO U = Q uQ o :i Q ED` z E O o! 0 JIM u_ z Q C ~ C J 4 w w �..r O ao ®J /O u z w ® / La.r W U ®o LL i U. U ui 3 W UA W a P IL DRAWING NO. i5 0 81CA JOB NO. c aG BARS LAP ------ — 48 BAR DIAMETERS C.M.U. BLOCK 1-1/2' CLEAR (TYPICAL) COVER TO TIES • � IPA CONCRETE PILASTER F-DUR-O-WALL' OR EQUAL REINFORCING TO EXTEND INTO PILASTER 2' MINIMUM FROM EACH SIDE MOTE: PILASTER REINFORCING FOR EXTERIOR WALLS SHALL BE CONTINUOUS THRU INTERMEDIATE TIE BEAMS IF ANY t ANCHORED TO ROOF TIE BEAM OR PARAPET TIE BEAM IF ANY. CONCRETE COLUMN DETAIL SCALE: 1-1/2"=1'-O" CONC. BLOCK PROVIDE [CUT WEB IN DUR-O-WALL MASONRY HORIZONTAL JOINT WALL REINFORCEMENT TO CLEAR REINFORCING EVERY CELLS TO BE GROUTED 2 COURSES I , I a El • GROUTED CELLS I -its BAR EACH CELL ANCHOR COMPACTED FULL IN FOOTING AND TIE -BEAM SPLICE 30' AT FOOTING DOWELS WHERE REQUIRED FOR PLACEMENT HOOK 12' INTO TIE -BEAM CAST IN PLACE CONCRETE BEAM —fl 8" x 14' CMU PILASTER —}-- —fl W/ 45 VERTICAL IN FILLED CELLS. LAP 48 BAR DIAMETERS O 2'-10 1/4' 8" 1'-4 1/4" 1 1'-4 1/4" 8" CONCRETE BEAM W/ 2-45'a TOP t BOTTOM AND 23 TIES AT IG' O.C. I I 10-3/4" I � I CONCRETE BEAM W/ 2-95'5 TOP t BOTTOM AND U3 TIES AT IG" O.C. MASONRY PILASTER 2 SCALE: 1'-4" - NOTE: VERIFY ALL DIMENSIONS WITH MANUFACTURER'S SHOP DRAWINGS ELEVATION AT DRIVE --UP WINDOW SCALE: 1/2"=1'—O" CONCRETE BEAM SEE PLAN 3/4" CAP PLATE— I - (4) 3/4"(b x 8' WELDED TS 4" x 4" x 3/8' COLUMN HEADED STUDS 13" 3/4" CAP PLATE (4) 3/4"0 x 8" WELDED j2' 3' 3" 3' :2 HEADED STUDS I I I O4�—� li TS 4"x4"x3/8" 'v COL. BELOW G-1/2' G-1/2' m BEAM BEARING DETAIL ;,52 SCALE: TS COLUMN TOP PLATE S2 8" CONCRETE BLOCK 10' SPLIT -FACE BLOCK I I BEGINING AT 2'-0' A.F.F. G COARSES HIGH L_j UP TO 2'-0' A,F,F, p ,®4"- i HOOK 12' INTO TIE -BEAM COMPACTED FULL GROUTED CELLS - WHERE REQUIRED FOR PLACEMENT SPLICE 30" AT FOOTING DOWELS IN FOOTING AND TIE -BEAM G" 1-45 BAR EACH CELL ANCHOR _ . _ . _ • I I CY I L IO' SPLIT -FACE BLOCK - — ----k G COARSES HIGH 10' SPLIT -FACE BLOCK UP TO 2'-0' A.F.F. G COARSES HIGH CELLS TO BE GROUTED UP TO 2'- 0' A.F•F• WALL REINFORCEMENT TO CLEAR CUT WEB IN OUR-O-WALL MASONRY 51 MASONRY PILASTER SCALE: 1-1/2"=1'—O" S2 VAULT PANEL I ELECTRICALLY WELD VAULT I PANEL TO 1/2" THICK STEEL ANCHOR PLATE 1/2"X8 1/2' STEEL PLATE EXTERIOR / INTERIOR WITH SHED ROD ANCHORS FURNISHED AND INSTALLED lr/ BY G.C. 5/8" ROUND ROD ANCHORS WELDED TO PLATE 0 24' O.C. BY G.C. 5/8" DIA. ROUND RODS 0 4" O.C. AND STAGGERED SEE NOTE 41 8 1/2" (WELD IN PLACE BY G.C.) CONCRETE __ _ SLAB REINFORCED VAULT SLAB - BY G.C. •. Ov V d v . ° I 8" x IG" CMU PILASTER W/ 45 VERTICAL IN - -- FILLED CELLS. LAP 48 BAR DIAMETERS :.. .. NOTES: I. THERE ARE TO BE INDIVIDUAL LAYERS CONSISTING OF NO. 5 (5/8") DEFORMED STEEL BARS LOCATED IN HORIZONTAL AND VERTICAL ROWS IN EACH DIRECTION TO FORM A GRID NOT MORE THAN 4" O.C. 2. CONCRETE REFERRED TO HEREIN IS 3,000 P.S.I. COMPRESSION STRENGTH MINIMUM. (IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE STANDARDS). 3. VAULT MANUF. IS RESPONSIBLE FOR THE ERECTION OF THE MODULAR VAULT PANELS AND VAULT DOOR. ANY OTHER WORK THAT IS REQUIRED IN THE VAULT SUCH AS WALL COVERING, FLOORING MATERIALS, CEILING MATERIALS, ALARM SYSTEM OR LIGHTING IS TO BE COMPLETED BY THE GENERAL CONTRACTOR ASSIGNED TO SUCH FINISHES. REINFORCED FLOOR SLAB 5 s' W/ANCHOR PLATE SI CJ SCALE: 1-1/2"=1'—O" 52 12' x 12' x I/2' PLATE W/(G) 3/4'(t x 5' HEADED STUDS I/4 TOP OF STEEL 0 12" p WI4x24 c� 2" fi 1� -- —� ,� 2" - - o 0 12' x 12" x I/2' PLATE `r (2) 4" x 4" x 1/4" r 12' LOG WITH (3) 3/4', -- -o 0 HIGH TENSILE BOLTS HEADED4STUDS a - 8' x IG" CAST IN PLACE CONCRETE COLUMN WITH (4) 44 VERTICALS AND 43 TIES AT 8" O.C. v A , COLUMN TO BEAM CONNECTION SCALE: r0 � CONTROL JOINT 0 20'-0' O.C. MAX. (ALTERNATE W/ EXP. JOINTS) V// (CUT WITHIN 24 HOURS AFTER 1/4' RADIUS POURING) FILL W/ SEALANT (TYP,) C� G' x G' WIA x WIA W.W.M. HOLD =IIII=IIII_IIII_ I I1 MESH IN TOP 1-1/2" OF SLAB CONCRETE SLAB (TYP.) 0 W G MIL VAPOR BARRIER °� CONTROL JOINT U)w OW W� �~O 1/2' EXPANSION MATERIAL 0 20'-0' O.C. MAX. (ALTERNATE W/ CONTROL JOINTS) G' x G' WIA x WIA W.W.M. HOLD _ _ _ _ MESH IN TOP 1-1/2" OF SLAB III �jIr— IIII- EXPANSION JOINT TOOLED/COAST, JOINT SCALE: 1-1/2"=1'—O" S2 CONCRETE BEAM 4r ti? V 5? u u n u u u u u n n n u 11 II II 11 11 II 11 11 II 11 II II 3/4" CAP PLATE—' (4) 3/4'(t x 8' WELDED HEADED STUDS DETAIL 8/52 I I I I I I TS 4" x 4" x 3/8" I I I I I I CONCRETE — SLAB I I i I FIN. FLOOR I I v I I a i I a- ENCASE STEEL COLUMN BELOW I I GRADE W/ 3" MIN. CONCRETE BASE PLATE 12" X 12' X 3/4" 3/4" SHIM t GROUT SPACE j W/ (4) - 3/4"4� ANCHOR BOLTS 1 I I I 1 CONC. FOOTING. SEE p FOUNDATION PLAN COLUMN DETAIL SCALE: 3/,4"=1'—O" r p_ w z <z z 4 �~ 0 a co X U_ to O~ m m g 2'.: 1 i ✓H-1 < 00 Q coLi i cry cvcnUmCC Q LU F- O O z r I W W i w � U V < 3 W x Vio®�v 011 Q _ ® Q OLn ac z O -� Z O ® N WU ®� Q _U � Ja Q Q F- v I z s O t� 0 Im 1. 0 z LLI z pphi� to 7 a w r� w uj LL S ® I O 4 1.0 u- LL son Lu w e � a z w U. F uj E U ® 4 O us A a" Ld s uj v W _2 F a F.j ,. c IL DRAINING NO. o 0 S2 In 1 lu JOB NO. 4 0 1097 f) 50'-0' �2'-0' Ln5 B 2 I Y A5 A6 4 • I 1 iZL I I 8" x 14' CAST IN PLACE PULL / CONCRETE COLUMN ii GOWN STAIRS' li n ■ MECHANICAL I 1 ;� / / SPACE �; �, I I A I I I I I I I I I I `•' I I I I I �•• • I I I I I I �•a TS4'x4'x3/8' I I I rr -- �• I I I I I '�' I �• w I I I I I I I CONVENTIONAL VALLEY Q FRAMING I I I I I I I I • � I ., I TS 4" x 4" x 3/8' mom CP .: 8" x 14' CAST IN PLACE S2 CONCRETE COLUMN . Y �.t i TS 4" x 4" x 3/8" r CONVENTIONAL VALLEY ' •` FRAMING Lij - o- y :., /L zl� Ll iz- i TS 6' x 6" x 3/8' --\ I O' II I i �I I I 2'-0' TS 6' x 6' x 3/8" i O I N 0 'I Nj IJ � i WOOD ROOF TRUSSES: LINTEL SCHEDULE CLEAR BEARING NO. SPAN LOAD Ib/Ft ELEVATION REMARKS LI 10'-0' 1250 8'-8' A.F.F. PRECAST LINTEL W/1-45 CONT. L2 14'-8" 1500 8'-8" A.F.F. PRECAST LINTEL W/1-45 CONT. L3 15'-4" 1400 8'-8' A.F.F, PRECAST LINTEL W/1-45 CONT, L4 11-0' 1400 8'-8' A.F.F. POURED CONCRETE BEAM 2-44's TOP 2-194's BOTTOM 43 STIRRUPS G 6' O.C. L5 5'-4" 100 6'-8' A.F.F. PRECAST LINTEL W/1-45 CONT, L6 10'-0' 1250 4'-4" A.F.F. POURED CONCRETE BEAM 2-u5's TOP 2-1t5'5 BOTTOM tt3 STIRRUPS 'A 4' O.C. 4 I. ALL DESIGNS BY REGISTERED PROFESSIONAL ENGINEER IN STATE OF FLORIDA, AND ALL SHOP DRAWINGS AND CALCULATIONS TO BE SIGNED AND SEALED BY A6 i I THE ENGINEER. I I I I I i TS 6" x 4' x 3/8' I 2. ALL TRUSSES TO BE DESIGNED PER APPLICABLE PROVISIONS OF STANDARD i BUILDING CODE AND APPLICABLE TIMBER CODES. I I WLL TOP CHORD . . . . . . . . . . . . . . . . . . . . . . . . . 30 P.S.F. BOTTOM CHORD . . . . . . . . . . . . . . . . . . . . . . 5 P.S.F. WDL TOP CHORD . .. . . . . . . . . . . . . . . . . . . . . . . 20 P.S.F. X I BOTTOM CHORD . . . . . . . . . . . . . . . . . . . . . . . . . 5 P.S.F. i WIND . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 110 M.P.H. TOP CHORD OF TRUSSES TO BE 42 SOUTHERN PINE. I 24'�-0' 13� - -3 --i — -- ---t-- --- ----- - ------ --- ----" 3. SUBMIT SHOP DRAWINGS SHOWING ALL STRESSES, MEMBERS, CONNECTIONS OF I RCHE 6 L.V.L TRUSSES TO TEMPORARY AND PERMANENT BRACING. PROVIDE MINIMUM I X 4 1 4'-0' O.C. BRACING OF ALL 2 X MEMBERS AT MAXIMUM 8'-0' O.C. INCLUDING BOTTOM (TYPI'CAL) CHORD OF TRUSSES AND DIAGONAL MEMBERS. INDICATE ALL REACTIONS, INCLUDING UPLIFT. INDICATE WIND VELOCITY, HEIGHT ABOVE GRADE AND CONNECTIONS OF TRUSSES TO TRUSSES, INCLUDING VALLEY SETS. 4. THE TRU55 LAYOUT SHOWN MAY BE ALTERED BY THE TRUSS SUPPLIER, 13' '10" I'-5" PROVIDED THAT THE ENGINEER OF RECORD IS NOTIFIED OF ANY REVISIONS _- - - _— I— --------- TO THE ROOF SUPPORT LOCATIONS. IF THE TRU55 SUPPLIER MAKES REVISIONS WITHOUT NOTIFICATION TO z I THE ENGINEER, THE TRUSS SUPPLIER ASSUMES FULL RESPON51BLITY FOR z TS 6' x 6" x 3/8, THE STRUCTURAL DE51GN OF THE SUBSTRUCTURE, INCLUDING WALLS, POSTS AND FOUNDATIONS. -�---� Cl P 16 x 3 I — � I �ROOF PRAMING PLAN 2 g SCALE: 1/4" " =1'—O "I.I A5 NORTH BUILDING A SECTION A5 DESIGN CRITERIA A. ROOF LIVE LOAD = 30 P.S.F. B. WIND LOAD = 110 M.P.H. BASIC PRE55URE = 24 P.5.F. STABILITY PRE55URE = 1.3 X 24 = 31.2 P.S.F. WALL PRESSURE (BUILDING) = t1.1 X 24 P.5.F. = t26.4 P.5.F ROOF UPLIFT - -1.0 X 24 = -24 P,S.F. WINDWARD 1/3 - O'15 X 24 = -18 P.S.F. LEEWARD 2/3 SCREEN WALLS AND SIGNS = 1.4 X 24 = 33.6 P.S.F. C. SOIL BEARING = 2000 P.S.F. HOLDDOWN SCHEDULE NO. LOCATION: ROOF HOLD.DOWN ACTUAL UPLIFT ALLOWABLE UPLIFT I MAIN TRUSSES TO WALL (1) HMTS 12-BEND UNDER PLATE 845 LBS. 1035 LBS, 2 HIP TRUSSES TO WALL (1) HC 520 242 L55, 515 LBS. 3 DRIVE IN CANOPY TRUSS TO BEAM (1) HMTS 12-BEND UNDER PLATE 511 LBS. 1035 LBS. 4 HIP RIDGE TRUSS TO WALL (1) HMT5 12-BEND UNDER PLATE 451 LB5. 1035 LB5. 5 TGI TO WALL t TG2 TO WALL (1) USC 6 W/(4) 3/4"(t BOLTS 11767 LBS. 13840 LBS. 4 TG3 TO WALL (1) HMTS 16-BEND UNDER PLATE 2146 LB5. 2200 LBS. 1 TG4 TO WALL (1) HMTS 16-BEND UNDER PLATE 2195 LB5. 2200 LBS. 8 TG5 TO WALL (1) U5C 4 W/(2) 3/4"(b BOLTS 5386 LB5. 6920 LB5. 9 12) 2' x 12' TO COLUMN SEE DETAIL VAL 1312 LBS. 2000 LBS. 10 (2) 2' x 12' TO WALL (1) NFM 3X12 850 LBS. 1150 LBS. 11 T5 t T6 TO BEAM (1) HC 10 135 LBS. 1225 - LBS. 12 2' x 12" MECH. ROOM FLOOR JOISTS TO TG1 t TG8 (1) JHA 29 1440 LBS, DOWN 2015 LBS. DOWN 13 2" x 10' RAFTERS MECH. ROOM TO TG'1 t TG8 (1) JHA 29 428 LBS. 815 LBS.. NOTE: ALL STRAPS AND HOLODOWNS ARE AS MFG. BY HUGHES MFG. INC. (SIMPSON IS CONSIDERED EQUAL). �� lK IL W Z,^^ z v/ Vwo z < t in r �n0 I r fkall T '» 0 - o-. ram- r�- 00 X� (X co 9 uMNN I n O Ln � � I O r- Q N W- O r- e� `� w 0 ®zu U Lu Q I- z E J 0 a LL z c z m r4%. a a W J W ® Ix w o LL Q u. w z n LL LL um 0 z U. w � ® ,�4/c� r i U ui 3 W F, 0 a DRAWING NO. a I S3 w JOB NO. a 1097 a GC❑ I" CW TO METER FLOOR PLAN SCALE: 1 /4"=1'-O" PLUMBING ABBREVIATION LEGEND DN, DOWN C,C, CENTER TO CENTER F.U. FIXTURE UNITS EXT, EXTERIOR N.T,S. NOT TO SCALE H.B. HOSE BIBBS F.D. FLOOR DRAIN MFGR, MANUFACTURER C,❑, CLEANOUT F.F. FINISH FLOOR S,❑,V, SHUT OFF VALVE E,W,H, ELECTRIC WATER HEATER A.F.F. ABOVE FINISH FLOOR W.C. WATER CLOSET JAN,SK, JANIT❑R SINK V,T,R, VENT THRU ROOF LAV, LAVORATORY P & T PRESSURE & TEMPERATURE TYP, TYPICAL SK, SINK RWL, RAIN WATER LEADER R,D, ROOF DRAIN D.W, DISH WASHER REV, REVISI❑N E,D,F, ELECTRIC DRINKING F❑UNTAIN O.C. ON CENTER UR. URINAL AREA = 4852 SQ. FT. ----- D❑MESTIC WATER RECIRCULATI❑N —P&T— PRESSURE & TEMP, RELIEF LINE —cn— CONDENSATE DRAIN LINE —RwL— RAIN WATER LEADER NORTH —G— OAS LINE -+-► -p- SAFEWASTE LINE —F— FIRE PROTECTI❑N -M- SHUT OFF VALVE —SP— SAFEPAN LINE POINT OF CONNECTION --0 PIPE TURN UP PIPE TURN DOWN L P-TRAP K LL NGSWORTH ENGINEERING C MECHANICAL ENGINEERS 3605 STARBOARD AVE. COOPER CITY, FL 954-431-4494 PE0015094 EB- 0006756 � Q U N n zo — Ln O J L F— x n O III U z 0 W I� U U Q O Q n 0 V) w —1 OJT h n U ism Q,n a �z z <z Q Uj J z J Q �noo OL Q- �C� U =^�Mr7 Z i i -0 O ��'` ova' rnLu 0 Cr-LLB � Y 0 3� z 0 1/ , a�iNN �J Q Q N V) JQ O I II o o I m n m I'J W J W u� u U Q � u T cr�oorYv 01 T18 Q C:) Q � � O Q n-- cr� O Ld o 0 G z � L�L_ IW � /Q� V / U w w � O m DRAWING NO. P1 JOB NO. 1097 0 O z z z Z Q F- Ld W 0 Ll SANITARY NOT TO SCALE 3" 3' / INK ti 3' 3' 12 1//Z Al 3' R k U q' 2' Nj _0 A' 2' SOMETRIC DIAGRAM n n n r 1/2' ,1/?'I 3/4' P/T RELIEF TERMINATE 6" AFG 9 I L I , 3 / 11 3/4' 3/4' NEW 1" 1/ I PREVENT R / \ 1/2 ' 1/Z' 3/4' / / 9/4' 1/2' / \ - / n 1 / 3/4, / i2, n I � 1 \ �I L WATER ISOMETRIC DIAGRAM NOT TO SCALE WATER HEATER SCHEDULE STOR. INPUT INPUT RECOVERY RATE MANUFACTURER GAS FLUE ELECTRICAL ELEMENT K.W. MARK CAPY. BTUH BTUH 100 DEC. AND CONN SIZE REMARKS NAT. GAS PROPANE RISE MODEL NO. VOLTS PH HZ EWH-1 10 — — A.O. SMITH 120 1 60 1.5 ELSF-10 GENERAL NETES 1. Drawings are diagrammatic and shall not be scaled, Refer to architectural plans and elevations for exact location of all plumbing fixtures, equipment, etc,, Plumbing contractor shall furnish and install all items required for a complete and acceptable working installation. 2. All work and materials shall comply with the latest edition of the National, State, and all local codes and Ordinances having jurisdiction. 3• The plumbing contractor shall visit the site and thoroughly familiarize himself with all existing conditions. All execution and backFill as required For this phase of construction shall be a part of this contract. 4. All material shall be new. 5. All work shall be performed by a licensed plumbing contractor In a first class workmanlike manner. The completed system shall be fully operative and accepted by engineer/architect. 6. All required insurance shall be provided for protection against public liability or property damage for the duration of the work. 7. The plumbing contractor shall secure and pay all permit fees, inspections, and tests. 8. All work shall be coordinated with other trades to avoid interference with the progress of construction. 9. The plumbing contractor shall guarantee all materials and workmanship free from defects For a period of not less than (1) one year from date of acceptance. Correction of any defects shall be completed without additional charge and shall include replacement or repair of any other phase of the installation which may have been damaged thereby. 10. Verify location, size and inverts of all existing utilities prior to start of construction, Advise architect/engineer of any discrepancies. 11. All fixtures shall be provided with readily accessible stops, 12. Water piping shall be type "L" copper for up to and including 2' and shall be type "K" for 2 1/2" and larger. 13, Soil, wastes and vent piping shall be PVC #40 DMV. Waste and vent piping above slab shall be PVC, if approved by local authorities having jurisdiction, otherwise cast iron. PVC shall not be installed in A/C return air plenum or penetrate fire rated walls or floors, 14. Air conditioning condensate drain piping shall be PVC #40 or copper drain waste and bent pipe and fittings. Insulate all condensate piping except exterior piping, Install all condensate piping for air conditioning units as required per local codes. 15. Furnish and install approved air chambers at each plumbing fixture and PDI approved shock arresters on main lines and risers, 16. Contractor shall provide fixture submittals for owners approval, 17. Dialectic couplings, equal to EPCD, are required between all dissimilar metal piping and equipment connections. 18, Isolate copper pipe from hanger supports with isolator pad Chair Felt lining) Super Strut model C 715/16. Fill all voids between pipe and wall/floor sleeves with fire rated foam. Chase Technology Corporation - CTC PR-855, 20, Provide access panels For all concealed valves and all water hammer arresters, Access panels in rated walls must maintain the same rating and must match the Finish of the wall. 21. Provide chrome plated combination covered plate and cleanout plug for all wall cleanouts, Josam 58890, 25. Insulate lines as follows: a) Hot water supply and return: 1' thick fiberglass b,) Condensate drains inside building 1" arma-flex. INSULATED HOT WATER LINE W/ 3/8' ARAMAFLEX UNI❑NS AT INLET & OUTLET C❑NNECTI❑NS WH SHUT -OFF -VALVE TO BE SAME SIZE AS THE PIPE IT SERVES, 6' t' An�_ COLD WATER LINE. SEE DRAWINGS FOR SIZE AND SPECIFICS HEAT TRAP HEAT TRAP ASME RATED P&T RELIEF VALVE CONTINUE P&T RELIEF LINE TO RELIEF RISER OR TERMINATE OUTDOORS AT 6' ABOVE GRADE, WATER HEATER - SEE SPECIFICATIONS FOR CAPACITY AND HEATING ELEMENTS INF❑RMATI❑N WTR. HTR. DETAIL - NO SCALE PEUMBING FIXTURE SCHEDULE LAV SHALL BE AN AMERICAN STANDARD MODEL 049,019 PR❑VIDE FAUCET AND GRID DRAIN WC SHALL_ BE AN AMERICAN STANDARD MODEL, 2399.012 1,6 GPF AND ❑LS❑NITE # 95 OPEN FRONT SEAT LESS COVER, MOP SINK SHALL BE K❑HLER MODEL WHITBY SERVICE SINK K-6710 WITH RIM GUARD AND K-8928 FAUCET. HCLAV (HANDICAP) SHALL BE AN AMERICAN STANDARD MODEL 0355,012 PROVIDE A 7490,172 AMARIUS FAUCET WITH 4" WRIST BLADE HANDLES TO INCLUDE AN ❑MNI PRESSURE C❑MPENSATING 0.5 GPM FLOW RESTRICT❑R AQUASEAL VALVES AND CHROME FINISH• GRID DRAINI OFFSET PERFORATED WHEELCHAIR LAVATORY DRAIN ASSEMBLY WITH 1-1/2" TAILPIECE. MCGUIRE #155WC, PR❑VIDE FLOOR MOUNTED CONCEALED ARM SUPPORTS, HCWC (HANDICAP) SHALL BE AN AMERICAN STANDARD MODEL 2998,012 18" HIGH, 1,6 GPF, VITRE❑US CHINA WITH ❑LS❑NITE # 95 OPEN FRONT SEAT LESS COVER, UR SHALL_ BE AN AMERICAN STANDARD MODEL, 6506,011 WITH SL❑AN ROYAL 186-1 FLUSH VALVE, SINK SHALL BE A K❑HLER K-3285-11, K-15170-AP FAUCET AND K-8801 STRAINER, AND K-9610 SOAP DISPENSER PR❑VIDE OFF SET TAILPIECE, MOUNT PER ADA. EWC SHALL BE A HALSEY TAYL❑R, MODEL HAC8FSQ MOUNT FOR ADA REQUIREMENTS, FLOOR DRAIN (F,D.) SHALL BE A J❑SAM 30003-A-50 SERIES COATED CAST IR❑N FLOOR DRAIN. TWO PIECE BODY WITH DOUBLE DRAINAGE FLANGE, WEJL❑C INVERTIBLE N❑N- PUNCTURING FLASHING COLLAR, WEEPH❑LES, BOTTOM OUTLET, INSIDE CAULK C❑NNECTI❑N AND ADJUSTABLE SATIN NIKAL❑Y ROUND SUPERFL❑ STRAINER, WC❑ (WALL CLEAN❑UT) BRONZE THREADED PLUG WITH STAINLESS STEEL COVER AND SCREW, J. R, SMITH MODEL #4472. WHA (WATER HAMMER ARRESTERS) ANSI A112,26,1 SIZED IN ACCORDANCE WITH PDI WH-201, PRECHARGED SUITABLE FOR DPERATI❑N IN TEMPERATURE RANGE - 100 TO 300 DEGREES F AND MAXIMUM 250 psig W❑RKING PRESSURE, STAINLESS STEEL C❑NSTRUCTI❑N, J. R, SMITH MODEL SERIES 5000, HB (HOSE BIBB/BUILDING EXTERI❑R) ANSI/ABBE 1011; CAST BRONZE HOSE BIBB WITH REPLACABLE HEXAGONAL DISC, 3/4 INCH HPT OUTLET, VACUUM BREAKER, J. R, SMITH MODEL #5609QT-SAP TRAP PRIMER AUT❑MATIC 1/2 INCH TRAP PRIMER SYSTEMS FOR ALL INTERI❑R FLOOR DRAINS J. R• SMITH MODEL SERIES 2699, NOTES: 1,) ALL PLUMBING FIXTURES SHALL BE AS SPECIFIED OR APPROVED EQUAL, 2,) PR❑VIDE ANGLE STOPS ON ALL WATER SERVICE LINES TO FIXTURES FOR INDIVIDUAL SHUT-OFF, 3.) ALL HANDICAP PLUMBING FIXTURES SHALL BE INSTALLED AS PER LATEST A.D.A. REQUIREMENTS, 4,) ALL FIXTURES SHALL COMPLY WITH WATER C❑NSERVATI❑N REQUIREMENTS OF LOCAL BUILDING CODE FOR WATER C❑NSUMPTI❑N. [ PR❑VIDE EXTRA HEAVY PATTERN FULL ❑PENING IRON BODY TRAP SCREW FERRULE & ALL BRASS FINISH GRADE CLEAN❑UT WITH COUNTERSUNK HEAD FINISH GRADE PROVIDE POURED C❑NC, MINIMUM 1' Ij BLOCK WHEN C, ❑. IS NOT IN PAVED AREA \ •; o �o°•°o :�o °<`\�. oo ..°. °o,°o boo a. oo; .o.o •Ooo 00 oo•Oo °?, .d'. o°.v°.. o°•o o°. 12' x 12' x 8' POURED CONC. -LONG SWEEP, USE SHORT BLOCK WHEN SWEEP WHERE REQUIRES ---SAME SIZE AS CLEAN❑UT IS SEWER - MAX, NOT IN C❑MBINATION 'Y'� SIZE 4' PAVED AREA 1/8' BEND EXTERIOR INTERIOR ELEVATION ELEVATION i � STAINLESS STEEL COVER SCREWED TO THREADED C. ❑. PLUG FACE OF WALL WALL - TYPE CLEANOUT SCALE DETAILS NO K LLINGSWORTH ENGINEERING C MECHANICAL ENGINEERS 3605 STARBOARD AVE. COOPER CITY, FL 954-431-4494 PE0015094 EB- 0006756 I Qv) ❑- w z z Q a � j z rn v Q � U U =�V-Mn ZI\ O�� wo cn o LL W V) � oo O 3.-v� w U 0 �t� `�J 0 Q °N° � ¢ Q cn v:� � V) m � C:) � m IJ W � J W Cn U <�Q c �= u 01-/18 \ � �N Z O w o o W U¢ rI V J U W L>J E-- n DRAWING N0. P2 Ln JOB N0. 1097 Ln (`(lNI(`PF--TF- 1OX4 a, ©1OXG IN EVE Q U N n zory — In O J .. LL. X nm U zW 0� Q O NwN 1 0 -1 n U � an p_ w z a Qz z {— I — Q r `oNm M V U r—I I N� O �rnrn w or-r- z U o °: ow Q Q C4V)U J O I II o CO � 0 Q l� (� U 0118 D Q J Q O W OLL- 0 U W W � ry I- In DRAWING NO. M1 JOB NO. 1097 o�z MIF.i z W U O O r !J SPLIT AC SYSTEM SCHEDULE TOTAL CAPACITY BTUH 40,596 89,989 w SENSIBLE CAPACITY BTUH 37,864 73,838 cn HEATING CAPACITY BTUH 2O,005 34,237 cn MANUFACTURER CARRIER CARRIER EER/(SEER) (10,5) (10,0) DESIGNATION AHU-1 AHU-2 MODEL NO. FA4ANF048 40RM008 SUPPLY AIR CFM 1,600 3,000 J OUTSIDE AIR CFM 50 350 QENTERING AIR TEMP. DB/WB 752/61,1 77,1/63,5 = EXTERNAL STATIC PRESS. IN. W. G. 0,3 0,4 Q INDOOR FAN HP 3/4 2,5 ELECTRIC HEAT KW 10 15 ELECTRIC SERVICE 208/230/1/60 208/230/1/60 MCA/M OCP 40,0/60 76/100 DESIGNATION CU-1 CU-2A & 2B MODEL NO. 38TKBO48 38CMC048 z COMPRESSOR F.L.A. 24,4 26,4 o OUTDOOR FAN HP 1/4 1/4 oOUTDOOR DESIGN TEMP. DB 95 95 ELECTRIC SERVICE 208/230/1/60 208/230/1/60 MCA/MOCP 31.9/50 34,4/50 FAN SCHEDULE DESIGNATION EF-1 EF-2 FAN TYPE CEILING CEILING DRIVE TYPE DIRECT DIRECT AIR FLOW CFM 140 260 STATIC PRESS. IN. W.G. 0.4 0,4 FAN SPEED RPM 1,650 1,580 MOTOR H.P. 1/10 1/4 ELECTRIC SERVICE 110/1/60 110/1/60 MANUFACTURER GREENHECK GREENHECK MODEL NO. SP-117 SP-127 ACCESSORIES - A AIR DISTRIBUTION SCHEDULE DESIGNATION A B C DESCRIPTION CEILING CEILING CEILING APPLICATION SUPPLY SUPPLY RETURN DESIGN MFG. TITUS TITUS TITUS MODEL NO. PDS 250 350R ACCESSORIES 1 1, AG-15 DAMPER REFRIG. PIPING SIZE UNIT SUCTION LIQUID AHU-1 1 1 /8" 3/8" AHU-2 2 AT 1 1 /8" 2 AT 3/8" BIRD SCRE GOOSENECK DETAIL DUCT 2 DUCT MOUNTED SMOKE DETECTOR 3 SAMPLING TUBE ACROSS DUCT 4 SMOKE DETECTOR SHALL BE AN IONIZATION TYPE PROVIDE AS PER NOTES. IT SHALL HAVE REMOTE 12X12 ACCESS HORN AND LIGHT. PROVIDE APPROVED DUCT 5 DOOR IN DUCT ACCESS DOOR WITH SEALS AND LATCH. SMOKE DETECTOR MOUNTING DETAIL 7 NTS GEN'F-RAL NOTES AIR HANDLING UNIT 9 AIR COOLED CONDENSING UNIT O 10 THERMAL EXPANSION DEVICE 11 SIGHT FILTER GLASS DRYER LIQU12 LINNEID 13 DX COIL 14. SUCTION LINE SINGLE COND, UMT PIPING DIAGRAM H /8„ EACH SIDE AIF COi NTS NOT TO `"" REFRIGERANT PIPING DIAGRAM NTS 3/ PIPL LIVIL-r\h. UF\/-\IIN t'HIN W/ 1/2-- ISUMODE PAD AIR HANDLING UNIT ELEVATION FLOOR THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING AND VERIFY THE CONDITION AND ACCESSIBILITY OF THE EXISTING CONDITIONS. THE DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL FITTINGS OFF -SETS AND ACCESSORIES. THE CONTRACTOR SHALL INCLUDE IN HIS BID AN ALLOWANCE TO PROVIDE A COMPLETE, OPERATIONAL SYSTEM WITHIN THE INTENT OF THE DRAWINGS. SUBMIT FOR APPROVAL FIVE SETS OF MANUFACTURERS DATA SHEETS AND SHOP DRAWING BEFORE ORDERING EQUIPMENT AND MATERIALS. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE OTHER TRADES AND SHALL REPORT ANY CONFLICTS TO THE ARCHITECT BEFORE ANY WORK IS STARTED. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE STANDARD BUILDING CODE, THE STATE ENERGY CODE AND ANY LOCAL CODES AND ORDINANCES. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, INSPECTIONS AND FEES AS REQUIRED. THE CONTRACTOR SHALL PERFORM THE WORK WITH SKILLED CRAFTSMEN AND ANY WORK UNACCEPTABLE TO THE ARCHITECT/ENGINEER SHALL BE REMOVED AND REPLACED. THE CONTRACTOR SHALL PROVIDE A ONE YEAR WARRANTY ON ALL EQUIPMENT, MATERIALS AND WORKMANSHIP FOR ONE YEAR AFTER ACCEPTANCE BY THE OWNER. THE CONTRACTOR SHALL TEST AND BALANCE THE SYSTEMS TO WITHIN 10% OF THE DESIGN REQUIREMENTS WITH NEBB CERTIFIED PROCEDURES AND SUBMIT THE TEST AND BALANCE REPORT BEFORE ACCEPTANCE OF THE SYSTEMS AND BEFORE STATING THE WARRANTY PERIOD. THE CONTRACTOR SHALL WARRANT THE SYSTEMS TO OPERATE WITHOUT OBJECTIONAL NOISE AND SHALL MAKE ADJUSTMENTS AS MAY BE REQUIRED IF THE OWNER FINDS THE NOISE LEVEL OBJECTIONAL. ALL DUCT DIMENSIONS ARE CLEAR INSIDE DIMENSIONS. ALL EQUIPMENT AND AIR CONDITIONING UNITS SHALL_ BE UL LISTED AND APPROVED ALL UNITS MUST BE ARI RATED FOR THE CAPACITY RQUIRED. AIR CONDITIONING SUPPLY AND RETURN DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THE SMACNA MANUALS AND THE FLORIDA ENERGY CODE FOR TYPE 800 FIBERGLASS DUCT BOARD, R-6. 15. VENTILATION DUCTWORK SHALL BE GALVANIZED SHEET META. 15, PROVIDE SMOKE DETECTORS FOR EACH AHU UNIT TO SHUT DOWN THE SYSTEM ON DETECTION. DETECTORS SHALL BE IONIZATION TYPE WITH REMOTE AUDIO AND VISIAL INDICATION LOCATED NEAR FRONT DOOR. AFTER INSTALATION TEST SMOKE DETECTORS IN ACCORDANCE WITH NFPA 72E. PROVIDE LABELS FOR REMOTE INDICATORS. 17. PROVIDE RELAYS AND ALL CONTROL DEVICES AND CONTROL DRAWINGS TO ELECTRICAL. CONTRACTOR. PROVIDE PROGRAMABLE THERMOSTAT WITH TIME CLOCK FUNCTION. WIRE EF-1 & 2 TO LIGHT SWITCHES. EXTEND TO ROOF JOIST I nnp n\ir7Q JOIST AND H S.M. SCREW ;A. GAL. HANGER STRAP \— SHEET METAL SCREW METAL DUCT HANGER DETAIL 24" DIAMETER MIN, CORROGATED BLACK PLASTIC PIPE :DID p° ° p ©� p �°� -KN N> ° ° ID lc� Q IDS o °°oho ono o°'c' o D R YWE EE DETAIL N. T.S. DRYWELL4 FLOW 3/4" CRUSHED ROCK 'J. 3„ CLEAN OUT TE ALL � SATE PIPING ruvu Irl\APS TYPICAL AHU DRAIN DETAII NTS KILLINGSWORTH ENGINEERING C MECHANICAL ENGINEERS 3605 STARBOARD AVE. COOPER CITY, FL 954-431-4494 PE0015094 EB-0006756 co U n N zOo I- X O LLJ in U z I� OLd (_o Lli Q O Q O U)wN J 0--1� LL- 0_ U .. QA i z Z Qz J 0 I— aI rn o N OOO — QJ o 000 O Q (%� U w C) 3cn WO V ^7 o I w (uNCV U �J C� Q Q co N (n V`ti J 0 I u o o d\ I m � m LiW —I W V) U Q c� j W u Q W T F,. y III Z U I z Q Z 0 ^^ U / U (r O Z Q r ) v Y Z Z n Q7 n Q o — N IJ— Ir w � O w L JLL- 0 Q In y Y n, o z 0 O LL I O w w i O O L z 1 U Zw Q 7 u LL- I v) C) Q LL, i w a r n DRAWING NO. II O M2 N I I JOB NO. Q 1097 0 2 0 I Numeric Summary Projects Sanford Bank _ Label Cal,cType Units Avg Max Min Avg/Min Max/Min parking-drivethru Illuminance Fc 2.34 4.29 0,91 12,57 4.71 LIGHTING FIXTURE SCHEDULE Mark Lamp Data Fixture Description Fixture Data Mount Vottage See Note No. Type Manufacturer CataLoq Number A 3 F32T8 2' x 4' REC, PARABOLIC FLUOR. COLUMBIA P424-3320-SP48S-EB8-GLR REC 120 B 3 F32T8 2' x 4' RECESS FLUORESCENT COLUMBIA J24-332-G-PS-Al2.125-EB8-GLR REC 120 C 3 lF32T8 2' x 4' RECESS FLUORESCENT COLUMBIA J24-332-F-PS-Al2.125-EB8-GLR REC 120 2 D 1 MH70 H.I.D. LENSED DOWNLIGHT PRESCOLITE RHD802-70MHFE-STH802L-FSDFA REC 120 F 2 F32T8 2' x 4' RECESS FLUORESCENT COLUMBIA J24-232-G-PS-Al2.125-EB8-GLR REC 120 G 1 MH100 H,I.D. LENSED DOWNLIGHT PRESCOLITE 90M5-100MHFE-M71-FSDFA REC 120 H 1 F32T8 4' FLUORESCENT STRIP COLUMBIA CS4-132-EB8-GLR SURF 120 4 J 1 F25T8 3' FLUORESCENT STRIP COLUMBIA CS3-125-EB8-GLR SURF 120 4 K 2 TBD RED/GREEN DRIVE -UP LANE LIGHTS AS SELECTED BY FLORIDA CONCEPTS WALL 120 6,7 L 1 PL13TT FLUORESCENT WALL BRACKET PRESCOLITE TS-4022-13 WALL 120 6 M 1 FTBD1 DECORATIVE COACH LIGHT AS SELECTED BY ARCHITECT AND OWNER WALL 120 6 N 1 MH70 H,I.D. LENSED DOWNLIGHT KIM WD14D2-70MH-120 REC 120 OA 1 MH175 POLE MTD. PARKING FIXTURE PAPPI MSQL-III-175MH POLE 240 EM W/ UNIT EMERGENCY BATTERY LIGHTING UNIT PRESCOLITE EMAX WALL 120 1,3,5 X W/ UNIT EMERGENCY EXIT SIGN 1PRESCOLITE I PEXL-IR-EN-W SURF 120 1,3 GENERAL LIGHTING FIXTURE NOTES: A. CONTRACTOR SHALL COORDINATE FIXTURE MOUNTING WITH ARCHITECTURAL REFLECTED CEILING PLAN(S) AND SHALL PROVIDE FIXTURE MOUNTING AS REQUIRED TO MATCH CEILING TYPE. B. ALL FIXTURE BALLAST(S) SHALL BE HIGH POWER FACTOR TYPE. C. ALL FLUORESCENT BALLAST(S) SHALL BE ELECTRONIC TYPE, D. ALL ACRYLIC FIXTURE LENSES SHALL BE 0,125" THICK MINIMUM. E. ALL FLUORESCENT LAMPS SHALL BE COLOR TEMPERATURE AS SELECTED BY ARCHITECT AND OWNER. F. PROVIDE ALL BALLASTS NECESSARY TO ACCOMPLISH "DLS" (DUAL LEVEL SWITCHING) WHERE INDICATED ON PLANS. [TBD] INDICATES "TO BE DETERMINED" LIGHTING FIXTURE SCHEDULE NOTESr 1. FIXTURES SHALL BE PROVIDED WITH INTEGRAL EMERGENCY BATTERY BACK-UP, 2. PROVIDE FIXTURE WITH PLASTER FRAME AS NECESSARY FOR RECESS MOUNTING IN DRYWALL CEILING. 3, FIXTURES WITH INTEGRAL EMERGENCY BATTERY BACK-UP SHALL BE WIRED IN ACCORDANCE WITH NEC 700-12. EMERGENCY FIXTURE SHALL BE CONNECTED TO CONSTANT NORMAL ROOM LIGHTING BRANCH CIRCUIT OF AREA SERVED (i.e., LOAD SIDE OF BREAKER, LINE SIDE OF ANY SWITCHING/CONTROLLING DEVICES). 4, COORDINATE WITH ARCHITECTURAL DETAILS FOR EXACT LOCATION AND MOUNTING HEIGHTS. 5. MOUNT FIXTURE AT +84" AFF TO BOTTOM. 6. COORDINATE WITH ARCHITECTURAL ELEVATIONS FOR EXACT LOCATION AND MOUNTING HEIGHTS. 7. FLUSH MOUNTED IN FACE OF CANOPY, SELECTED BY FLORIDA CONCEPTS. FURNISHED, INSTALLED, AND WIRED COMPLETE BY CONTRACTOR. PROVIDE AND INSTALL ALL LAMPS AS REQUIRED. JI I L I L/-11V — LLLV I I\ILi/-1L SCALE: 1" = 10'-0" NORTH LIGHTING POLE DETAIL 1NG FIXTURE POLE. LIGHT FIXTURE PLETE ASSEMBLY SHALL EXCEED ALL WIND LOADING =NTS BY ALL LOCAL CODES IRISDICTION PER NEC CU GND TO CU CLAD ROD ELECTRICAL SYMBOLS NL® 0 �0 a El .W U FLUORESCENT LIGHTING FIXTURE - CEILING MOUNTED FLUORESCENT LIGHTING FIXTURE - SURFACE MOUNTED SHADED FLUORESCENT LIGHTING FIXTURE - "NIGHT LIGHT" SHADED FLUOR, INCAND, OR HID DOWNLIGHT FIXTURE - "NIGHT LIGHT" FLUORESCENT, INCANDESCENT OR HID DOWNLIGHT FIXTURE - CLG, MOUNTED FLUORESCENT, INCANDESCENT OR HID LIGHTING FIXTURE - WALL MOUNTED EMERGENCY BATTERY EXIT LIGHTING FIXTURE UNIT EMERGENCY BATTERY EXIT LIGHTING FIXTURE UNIT H,I.D, POLE MOUNTED PARKING AREA LIGHTING FIXTURE SINGLE POLE TOGGLE SWITCH - MOUNTED 42" AFF TO CENTERLINE UNLESS OTHERWISE NOTED (3) 3 WAY (P) PILOT LIGHT DUPLEX RECEPTACLE - MOUNTED 18" AFF TO CENTERLINE UNLESS NOTED OTHERWISE (GFI) GROUND FAULT INTERRUPTING (REF) REFRIGERATOR (WP) WEATHERPROOF (IG) ISOLATED GROUND DOUBLE DUPLEX RECEPTACLE - MOUNTED 18" AFF TO CENTERLINE UNLESS NOTED OTHERWISE DUPLEX RECEPTACLE - MOUNTED 6" ABOVE COUNTER BACKSPLASH UNLESS NOTED OTHERWISE DUPLEX RECEPTACLE, DATA AND TELEPHONE OUTLET - FLUSH MOUNTED IN FLOOR UNLESS NOTED OTHERWISE SECURITY SYSTEM DESK OUTLET. PROVIDE SINGLE GANG BOX WITH 3/4" CONDUIT WITH PULLSTRING TO SECURITY PANEL, MOUNT BOX 18" AFF UNLESS OTHERWISE NOTED. PROVIDE COVER PLATE WITH 0.406" DIAMETER HOLE FOR WIRING BY SECURITY EQUIPMENT INSTALLER. FIRE DEPARTMENT KEY LOCK "KNOX BOX" FIRE ALARM AUDIO/VISUAL DEVICE - MOUNTED 80" AFF U.N.O. FIRE ALARM VISUAL SIGNAL DEVICE - MOUNTED 80" AFF UNLESS NOTED OTHERWISE, FIRE ALARM SYSTEM SMOKE DETECTOR TIMECLOCK (TORK #7200ZL) TO OPERATE "PHOTO/TIME" LIGHTING CONTACTOR, PROVIDE PHOTOCELL "ON", TIMECLOCK "OFF" OPERATION, SEE CONTACTOR AND PHOTOCELL FOR ADDITIONAL INFORMATION. PHOTOCELL (TORK #2100) MOUNTED ON 3/4" RIGID CONDUIT STEM, 24" ABOVE ROOF, FACING NORTH, AT LOCATION AS DIRECTED BY ARCHITECT/OWNER IN FIELD, WIRE TO CONTROL CONTACTOR(S) AND TIMECLOCK AS NECESSARY. CONTACTOR (SQUARE D "LG" SERIES) WITH NEMA 1 ENCLOSURE AND NUMBER OF POLES AS NEEDED. CONTACTOR SHALL BE WIRED AS NECESSARY FOR PHOTOCELL AND/OR TIMECLOCK OPERATION, SPECIAL PURPOSE OUTLET OR CONNECTION MOTOR DISCONNECT SWITCH JUNCTION BOX TERMINAL CABINET ELECTRICAL PANEL Q SEE NOTE SYMBOL "DLS" INDICATES "DUAL LEVEL SWITCHING" - SEE DETAIL "C/E-3", "NL" INDICATES "NIGHT LIGHT" - CONSTANT CIRCUIT. ® TELEPHONE OUTLET - MOUNTED 18" AFF TO CENTERLINE UNLESS NOTED OTHERWISE D COMPUTER OUTLET - MOUNTED 18" AFF TO CENTERLINE UNLESS NOTED OTHERWISE COMBINATION TELEPHONE/COMPUTER OUTLET - MOUNTED 18" AFF TO CENTERLINE UNLESS NOTED OTHERWISE W ® TELEPHONE OUTLET - WALL MOUNTED 42" AFF TO CENTERLINE UNLESS NOTED OTHERWISE A (INDICATES DETAIL DESIGNATION) SEE DETAIL SYMBOL E-3 (INDICATES SHEET NUMBER) STOFFER & ASSOCIATES. INC. CONSULTING ENGINEERS 13902 Smokerise Court Orlando, Florida 32832 Randall D. Stoffer, P.E. PE #37367 Phone (407) 381-4555 Fax (407) 249-1520 ELECTRICAL - HVAC - PLUMBING Q fN 0 W Z Z Qz J T r D W a v ~ z' oo^ — Vj 21N 2O _Q U =r,L,I M Z O rnW W = U VF. o M Z ; o :: o it r- r- t •f�� �J Q Q NNU^`..^� J I ,__ C:) 0 Z 0) V) V C) r) Q co � I cl� m m m Q 0 LLJ LLJ L Y Q F- 0 ] LiJ 0 Q 3: Li = (n 0 0 Iz U 01-18 Q U � L_L_ Q U W m W (� z � Q � n LL n/ W W F- W w __3 � O F- a_ DRAWING N0. E -' JOB N0. 1097. G (5LO z r, Wo v) o Ld V Q J Q 3p r e METER CU-1 CU-2A CU-213 MAIN DISCONNECT CT CABINET Al - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ __ I A-12 C-2,4 - - - C-6,8 - - - C-10,12 - - I WFz GFI-- I FOR AUTOMATIC TELLER MACHINE, DRIVE-THRU I _ _19_ _19 _17 � DETAILSBANKINSIZE,LOCATIOENT NAND INSTALLATION).�MATIC SYSTEMS VERIFY W TH FLORIDA CONCEPTS, INC I I Q � EW T1�6 2 2©� A ��� A ��� A ��� I I 32 , --r'l SECURITY PANEL "A" IG_r �G 15 1GJ1 I PROJECT MANAGER. C-9 I o PANELMEC I I CI ELEC A I 32 GFI I 2 ROOM i�-� A 1 WOMEN \ _` EAKROOM 2 0 I 13 I 10ono 012 CO rEE SP KLf 013 PANEL "B" I�I�G WORK ROOM I �17 I 3, � MO ITOR ,1 J5 Q o1a I +o GFI I PAN 1 GFI o 0 2? EL MI RO PANEL "C„ GFIo E �\ A-14l� 16 L----------------------------------- 0o W 32 L 32 --- — - - v4 ��� L 16,18 32 I — MEN qP WORK A I oo9 35 AREA 35 3� 0 32 1 A a I 26 �! I GFI Fol 1 C-5,7 3 I 80 30 IG 1 3.5 AHU-2 "I 0 A I El 35 39 39 5 TYPICAL ___�� I 25 C-1,3 A A I IG 8 OFFICE ##4 AHU-1 E - I C EO FI C EO F E(TGFI TCOFEE 10 8 9 0 0 10 008 14 B-10 B-121 TELLERS s 17 I 25 ois e J I 9 0 0 9 10 I HOSPITALITY 15 3 f_ O O O O I AREA I A. TYPICAL DRIVE-THRU _ �! I � ooa i _ � 14 � !J',NE 1 LANE 2 016 7W� IG � 6 O O B-18 LANE 3 4 �.� cc iZ to FG I 27 13 25 IG 10 B-16 5� Iowa 12 _ 33 11 A 25 33 I A 26 = O O O 30tIG IG 6 OFFICE ##3 WAITING 4 I oo� 71 6 I o03 26 1 25 37 37 28 IG J J I I 37 BOOTH 27 ) ov 25 IG A 14 2 I q �J I f`\ I 23 VAULT 1 OFFICE ##2 019 � oos ----------------------------------------------------- 23 LOBBY COUPON I I� l002J BOOTH N,P I oi8 G,I7 1 I 31=(g I 1 I 21 1 I law23 IG 1�31 i POWER SYSTEMS PLAN NOTES: - A =33 O 3/4 EMPTY CONDUIT WITH PULLSTRING TO SECURITY PANEL. ALL SECURITY SYSTEM OUTLET CONDUIT SHALL BE 3/4" UNLESS ((j) I OTHERWISE NOTED OR REQUIRED WITH PULLSTRING TO ALL OUTLETS AS REQUIRED. VERIFY EXACT LOCATION OF ALL SECURITY tttt'' i 23 SYSTEM EQUIPMENT WITH THE OWNER FOR DESTINATION/TERMINATION OF CONDUITS, SECURITY SYSTEM CABLE/WIRE SHALL BE I 31 I FURNISHED AND INSTALLED BY THE SECURITY SYSTEM CONTRACTOR. SECURITY SYSTEM CONTRACTOR SHALL PAY FOR AND OBTAIN A I 1 BUILDING PERMIT FOR THIS WIRING IF REQUIRED. I O2 PROVIDE (1) 3/4" SLEEVE AND (2) 1" SLEEVES THROUGH VAULT CONCRETE FOR VAULT POWER AND SECURITY PANEL WIRING I OFFICr ##1 OFFICE ##5 oRESPECTIVELY. VERIFY SECURITY PANEL WIRING SLEEVE SIZE WITH SECURITY SYSTEM CONTRACTOR PRIOR TO ROUGH -IN. zo 1 I O FLUSH MOUNTED KNOX BOX, COORDINATE TYPE, HEIGHT, AND LOCATION WITH ARCHITECT AND LOCAL FIRE MARSHALL PRIOR TO I 123 1 ENTRY 31 I INSTALLATION. I Fo-c)-11 COORDINATE WITH MILLWORK SUPPLIER/INSTALLER FOR ROUTING OF CONDUITS THROUGH MILLWORK TO TELEPHONE/DATA PULLBOX, I O5 COORDINATE WITH MILLWORK SUPPLIER/INSTALLER FOR ROUTING OF CONDUITS THROUGH MILLWORK TO SECURITY/ALARM PULLBOX. 1 1 1 © 6" x 6" x 4" DEEP PULLBOX FLUSH MOUNTED IN WALL BELOW COUNTER AT ACCESSIBLE LOCATION FOR TELEPHONE/DATA WIRING I 1O I PASS-THRU. STUB -UP (3) 1" EMPTY CONDUITS WITH PULLSTRING AND INSULATED THROAT BUSHINGS ABOVE ACCESSIBLE CEILING, 23 1 29 I COORDINATE EXACT STUB LOCATIONS IN FIELD. 2 I IG 31 - - 33 31 I O7 6" x 6" x 4" DEEP PULLBOX FLUSH MOUNTED IN WALL BELOW COUNTER AT ACCESSIBLE LOCATION FOR SECURITY/ALARM WIRING -A PASS-THRU. STUB -UP (3) 1" EMPTY CONDUITS WITH PULLSTRING AND INSULATED THROAT BUSHINGS ABOVE ACCESSIBLE CEILING, COORDINATE EXACT STUB LOCATIONS IN FIELD, I 1 WP GFI K I ® JUNCTION BOX FOR TELLER UNIT PNEUMATIC SYSTEM CONTROL WIRING. VERIFY SIZE AND LOCATION WITH EQUIPMENT VENDOR DRAWINGS AND PROVIDE ACCORDINGLY. 3 I 0 1" EMPTY CONDUIT WITH PULLSTRING, 10 4" x 4" JUNCTION BOX MOUNTED ABOVE CEILING FOR CUSTOMER UNIT PNEUMATIC SYSTEM CONTROL AND AUDIO WIRING. I 60A, 1 PHASE PANEL FURNISHED INTEGRAL WITH ATM KIOSK. VERIFY EXACT LOCATION AND TERMINATION REQUIREMENTS AND PROVIDE ACCORDINGLY. \ I 12 (2) 1-1/4" EMPTY CONDUITS WITH PULLSTRING. VERIFY WITH OWNER'S REPRESENTATIVE FOR LOCATION OF TERMINATIONS INSIDE \ I BANK AND PROVIDE ACCORDINGLY, STUB -UP CONDUITS AT 18" ABOVE FINISH GRADE MINIMUM AT ATM KIOSK TERMINATION. 13 QUAD RECEPTACLE MOUNTED ABOVE CEILING GRID FOR PNEUMATIC SYSTEM BLOWER MOTOR. VERIFY EXACT LOCATION PRIOR TO 1 I ROUGH -IN. I � / I 14 RECEPTACLE MOUNTED ABOVE CEILING FOR PNEUMATIC SYSTEM LOGIC CONTROLLER. VERIFY � I EXACT LOCATION PRIOR TO ROUGH -IN, I 1 15 RECEPTACLE MOUNTED BELOW COUNTER FOR TELLER AUDIO SYSTEM, VERIFY EXACT LOCATION PRIOR TO ROUGH -IN. I I I I - i- - - - - - - - - -- 16 QUAD RECEPTACLE MOUNTED JUST BELOW CEILING GRID FOR SECURITY SYSTEM SURVEILLANCE AND MONITORING EQUIPMENT. VERIFY 1 EXACT LOCATION WITH ARCHITECT AND OWNER PRIOR TO ROUGH -IN, I I I (1 7> VERIFY AND MAKE FINAL CONNECTIONS TO DRIVE -UP TELLER UNIT AS REQUIRED. I I I I I I I I I 1 I I I I I I I I FLOOR PLAN - POWER/SYSTEMS SCALE: 1/4" = 1'-O" I � 0 NORTH I I I I -----------------------------� GENERAL POWER NOTES: A. ALL POWER CIRCUITS SHOWN THIS SHEET SHALL BE WIRED TO PANEL "A" UNLESS OTHERWISE NOTED. ELECTRICAL SPECIFICATIONS 1. Drawings are diagrammatic and shall not be scaled. Refer to architectural plans and elevations for exact location of all equipment. Electrical contractor shall furnish and install all items required for a complete and acceptable working installation. 2. All work shall comply with the latest edition of the National Electrical Code and shall comply with all local rules and ordinances having jurisdiction. 3. Minimum wire size shall be #12 awg. Unless otherwise noted all conductors shall be copper with THWN or THHN insulation. 4. All material shall be new and bear the Underwrites Label (U.L.) where applicable. 5. The electrical system shall be completely and effectively grounded as required in Article 250 of the National Electrical Code. 6. The electrical, telephone, and cable television installations shall meet all requirements by the local utility companies. 7. All disconnect switches shall be rated for 100,000 A.I.C, unless otherwise noted. All fuses shall be rated for 200,000 A.I.C, and shall be current limiting, 8. All electrical switchgear shall be by Square D, GE, or Siemems, Substitutes must be approved by the engineer. 9. Outlet boxes shall be pressed steel in dry locations. Plastic boxes may be used in lieu of the steel box where permitted by local codes. In damp or wet locations boxes shall be made from cast alloy with threaded hubs, Special enclosures are required for other classified areas. 10, Separate wire and conduit system may be substituted with factory fabricated assembly of insulated conductors in a flexible metallic enclosure where permitted by local codes. 11. Motor starters shall be manual or magnetic with overload relays in each hot leg. It shall be the electrical contractor to provide all starters where required. 12, Furnish and install disconnect switches, over current protection, and wiring for the air conditioning system as per manufacturer recommendations, Controls are to be supplied by the air conditioning contractor and connected by the electrical contractor. 13, All work shall be performed by a licensed electrical contracor in a first class :workmanlike manner. The complete system shall be fully operative and accepted by the engineer or architect. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction., 1 5, The electrical contractor shall guarantee all materials and workmanship free from defects for a period of not less than (1) one year from the date of acceptance. Correction of any defects shall be completed without additional charge and shall include replacement or repair of any other phase of the installation which may have been damaged thereby. 16. All required insurance shall be provided for protection against public liability or property damage for the duration of the work. 3/4" STUB TO TELE/DATA OUTLET 4' x 4' x 3/4" PLYWOOD TELEPHONE BOARD WITH FIRE RETARDANT PAINT. FOR 3"CONDUIT CABLE TV#6 CU GROUND TO CAP AND MARK. NEAREST BLDG GND. A (2) 4" CONDUITS WITH PULLSTRING OUT TO PROPERTY LINE. COORDINATE LOCATION WITH LOCAL TELEPHONE COMPANY, CAP AND MARK. TELEPHONE SYSTEM RISER NOT TO SCALE 'Ji STOFFER & ASSOCIATES INC. CONSULTING ENGINEERS 13902 Smokerise Court Orlando, Florida 32832 Randall D. Staffer, P.E. PE #37367 Phone (407) 381-4555 Fax (407) 249-1520 ELECTRICAL - HVAC - PLUMBING dV) Q W z z Qz (n Q J z r) W t1 v F— °' moor, (/I ago 0 N MLn U U 0k I 1 0 Lv O FW- V) W O o�� Vn0 L W c o= � U o .. ,� z U ;; a�� W r � Q Q (ONtnU:-i JQ 0 Ld 0 \ z rn N (n (n Q (D QY I Of m 0 LLI m LLJ W > U Q IW CD LLJ U Q W 2 (� 0 Q� U 01-18 z 1*1 0 z w Ua J Q V 1 W Ir-n- V J r� V J L1J 3: z 0 n mmQ W r�n V J Z NN� L� < 0 —I 0 Lei_ Q L_L L_L_ n 0 111 o 0 C:) z II II Cn U � W o � DRAWING NO. E-2 JOB N0. 1097 r a r— 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 I I I I I I I 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 I I I I I I L_. ELECTRICAL NOTES. 0 PROVIDE AND INSTALL RED/GREEN LANE LI AS SELECTED BY FLORIDA CONCEPTS. PROVIDE SWITCH AS SHOWN ABOVE IN THE TELLER'S AREA WHERE INDICATED. I I I I I I I I I I I I I I I I I I I I I I I I -----------------------------� . .. . . `- _. `. -.. , `. CONTRACTOR SHALL TENT ALL LIGHTING FIXTURES LOCATED IN RATED CEILINGS AS NECESSARY TO COMPLY WITH THE UL ASSEMBLY RATING AS REQUIRED TO MAINTAIN PROPER FIRE RATING AND INTEGRETY OF OF CEILING. COORDINATE EXACT RATED CEILINGS WITH ARCHITECTURAL PLANS AS NECESSARY. PROVIDE AND INSTALL ALL MATERIALS NECESSARY FOR ACOMPLETE SYSTEM. �!6 0 ;r r;_ % � � o .; _ 1,*,,, a-- e VL_IVLI\nL— LIIli I I I I I N V IN\I I LJ, A. ALL EMERGENCY BATTERY TYPE EXIT SIGNS AND EMERGENCY BATTERY LIGHTING TYPE FIXTURES SHALL BE CONNECTED TO CONSTANT NORMAL ROOM LIGHTING BRANCH CIRCUIT OF AREA SERVED (i.e., LOAD SIDE OF BREAKER, LINE SIDE OF ANY SWITCHING/CONTROLLING DEVICES) IN ACCORDANCE WITH NEC 700-12e, B. ALL LIGHTING CIRCUITS SHOWN THIS SHEET SHALL BE WIRED TO PANEL "B" UNLESS OTHERWISE NOTED. DETAIL SCALL: NO 10 SCALE LANE/CANOPY DETAIL NOTES: 1. "LANE SWITCHES" SHALL BE DPST TOGGLE TYPE WIRED TO RESPECTIVE LANE LIGHT AS NECESSARY FOR GREEN LIGHT (OPEN LANE) OPERATION IN THE "ON" POSITION AND RED LIGHT (CLOSED LANE) OPERATION IN THE "OFF" POSITION. 2. PROVIDE STAINLESS STEEL COVER AND ENGRAVE COVER PLATE WITH 1/4" HIGH BLACK LETTERS AS SHOWN IN DETAIL ABOVE, 3. "CANOPY LIGHT" SWITCH SHALL BE SPST TOGGLE TYPE SWITCH, DETAIL SCALE: NOT TO SCALE CONTROL LIGHTING SWITCHES DETAIL NOTE: v1. "BANK LIGHT" SWITCHES SHALL BE SPST TOGGLE TYPE SWITCH (TYPICAL). 2. PROVIDE STAINLESS STEEL COVER AND ENGRAVE COVER PLATE WITH 1 /4" HIGH BLACK LETTERS AS SHOWN IN DETAIL ABOVE, LOUVER AS SELECTED BY ARCHITECT DETAIL NOTE: REFER TO ARCHITECTURAL DETAILS FOR ADDITIONAL INFORMATION, DETAIL SCALE: NOT TO SCALE METAL STUD (TYP.) A/C TILE CEILING -� TELLERS TELLER LIGHTING SOFFIT STOFFER & ASSOCIATES. INC CONSULTING ENGINEERS 13902 Smokerise Court Orlando, Florida 32832 Randall D. Staffer, RE. PE #37367 Phone (407) 381-4555 Fax (407) 249-1520 ELECTRICAL - HVAC - PLUMBING QV) w z z Qz 2 ( � W a - vow — Q H V} U x o I I z �Ld Lu(n = � U 0.,3 z o ;; or`� w 0 Ld F o o \ z rn to \ o 0 Q co I tY I IW m 0 LLI W Q F-- O j W U Q W = (n W 0 IY U dL0 z I� kd o zU w UQ J Q 0 z = z c� Q r�n V J z � o ry 0 nn� L__L LL-1 Q �y LL �/ n O w 0 0 z LL L L F- U W O DRAWING N0. E-3 JOB N0. 1097 T n o > o 0 r) -n-Ir. nlr> a .0 p. 05 �La% > 0 (n 00 (n 57 C, 'o > CD Ol f 09 C: ITI u C-0 0 Mc --f nj til n -4 c):, 1> 7 C, -ij f t y COM Q3 CD Lf) Z Z�4 4f, �Z (D cl (gj -4 M. Fed Trust Banic Drive Permit nunlobewsm - a