The URL can be used to link to this page

Home My WebLink AboutBeach WaveBox #9: Beach Wave Item #i— Construction Plans (Revision); 8801 Astronaut Blvd. Date: 3/22/2013 Total pages: 25 SEE ATTACHED SHEET UPON RETURN OF PAPER ORIGINALS FROM MCCi, add to file name: LF/CapeCanaveral/Bldg Dept /8801 Astronaut Blvd/Construction I DRAWING INDEX ID SHEET TITLE SHEET NO. ID SHEET TITLE CS - COVER SHEET f HVAC GENERAL NOTES, SYMBOLS Al LS -100 LIFE SAFETY PLAN —M-1 ]A M-2 MECHANICAL HVAC PLAN M-3 MECHANICAL HVAC DETAILS S-100 FOUNDATION PLAN S-101 ROOF FRAMING PLAN 3 E-1 ELECTRICAL LEGEND, NOTES Et ABE S-102 HIGH ROOF FRAMING PLAN E-1.1 SITE LIGHTING / POWER PLAN S-200 WALL ELEVATION FRAMING 15 E-1.2 SITE LIGHTING PHOTOMETRIC ANAI S-300 GENERAL NOTES Et DETAILS 41 E-2 ELECTRICAL POWERS SYSTEMS PLAI E-3 LIGHTING PLAN Et LIGHTING FIXTUI A-101 ARCHITECTURAL FLOOR PLAN 7 E-4 PANEL SCHEDULES Et LOAD CALCUL A-201 EXTERIOR ELEVATIONS - NORTH 8t EAST E-5 RISER, DETAILS AND SHORT CIRCUI A-202 EXTERIOR ELEVATIONS - SOUTH a WEST A-301 WALL SECTIONS 1 D P-1 PLUMBING LEGEND, NOTES, SCEDL P-2 PLUMBING SPECIFICATIONS P-3 PLUMBING PLANS P-4 PLUMBING SANITARY Et WATER RIS OWNER EXTREME F14 N LLC. SERVICES ASSOCIA'T'ION 185 COCOA BEACH CAUSEWAY COCOA BEACH, FLORIDA 32931 PLUMBING FIXTURE REQUIREMENT REF: FBC 2007, TABLE 1004.1.1 FBC 2007, PLUMBING, TABLE 403.1 MECHANICAL HVAC DETAILS RETAIL SPACE S-100 S-101 FOUNDATION PLAN ROOF FRAMING PLAN HIGH ROOF FRAMING PLAN ELEVATION FRAMING GENERAL NOTES Et DETAILS ARCHITECTURAL FLOOR PLAN EXTERIOR ELEVATIONS - NORTH Et EAST EXTERIOR ELEVATIONS -SOUTH Et WEST WALL SECTIONS RETAIL: 10,750 SF AT 1:30 SF = 358 OCCUPANTS STOCK 2,000 SF AT 1: 300 SF = 7 OCCUPANTS 14 17 I jq TOTAL = 365 OCCUPANTS r r-' 183 MEN AND 183 WOWEN cn WATER CLOSETS LAVATORIES DRINK FTN SERV SINK 183 MEN 1:500 = 1 1:70 = 1 1:500 = 1 N/A 183 WOMEN 1:500 = 1 11:750 = 1 2 Cu RESTAURANT SPACE L RESTAURANT 1,940 SF AT 1:15 SF = 129 OCCUPANTS KITCHEN 500 SF AT 1:200 SF = 3 OCCUPANTS 0)0Lj-a2l-, TOTAL = 132 OCCUPANTS 66 MEN AND 66 WOKN C�'Cao 5Ed WATER CLOSETS LAVATORIES DRIKY FTN SERV SINK 66 MEN 1:75 = 1 1:200 = 1 1:500 = 1 1 66 WOMEN 1:75 = 1 1:200 = 1 ARCADE SPACE ARCADE 1,485 SF AT 1:11` SF = 135 0 -'-f-UPANTS 63 �&N'A;1\11 EN 6 8 W OME WATER CLOSETS LAVA TORIES FTN SERV SINK 68 MEN 1:125- 1 1:200 = 1 1: 50C. .1 68 WOMEN 1: 65 = 2 1:200 = 1 SEE 9',-: DIRECTIONS TO SITE PROCEED ON U.S. HWY. 528 HEADING EAST PROCEED SOUTH ON ASTRONAUT BLVD. TURN RIGHT ON CENTRAL BLVD. TURN RIGHT ONTO PROPERTY SIR 401 SIT Bill ■ WAS541 W : Mer(itt Is Cswy Cocoa .fir h C 8801 ASTRONAUT BLVD. CAPE CANAVERAL, FLORIDA ARCHITECT/ ENGINEER MAI ARCHITECTS ENGINEERS, INC. 2200 FRONT STREET, SUITE 300 MELBOURNE, FLORIDA 32901 TEL (321) :757-3034 FAX (321)'757-3088 Geo J King Blvd �Wol Central Blvd �o -o `Q SURVEYOR ERIC NIELSON LAND SURVEYORS, INC. 12 STO N E ST. COCOA, FLORIDA 32922 TEL (321) 631-5654 DRAWING INDEX ID SHEET TITLE SHEET NO. ID SHEET TITLE SHEET NO. -CS - COVER SHEET I M-1 H",1AC GENERAL NOTES, SYMBOLS -AND SCHEDULES LS -100 LIFE SAFETY PLAN 1A M-2 MECHANICAL HVAC PLAN M-3 MECHANICAL HVAC DETAILS S-100 S-101 FOUNDATION PLAN ROOF FRAMING PLAN HIGH ROOF FRAMING PLAN ELEVATION FRAMING GENERAL NOTES Et DETAILS ARCHITECTURAL FLOOR PLAN EXTERIOR ELEVATIONS - NORTH Et EAST EXTERIOR ELEVATIONS -SOUTH Et WEST WALL SECTIONS A. 15 7 E-1 E-1.1 E-1.2 E-2 E-3 E-4 E-5 P-1 P-2 P-3 P-4 ELECTRICAL LEGEND, NOTES Et ABBREVIATIONS SITE LIGHTING / POWER PLAN 14 S-102 S-200 IWALL S-300 A-101 A-201 A-202 A-301 SITE LIGHTING PHOTOMETRIC ANALYSIS ELECTRICAL POWERS SYSTEMS PLAN LIGHTING PLAN Et LIGHTING FIXTURE SCHEDULE PANEL SCHEDULES rt LOAD CALCULATIONS RISER, DETAILS AND SHORT CIRCUIT CALCULATIONS PLUMBING LEGEND, NOTES, SCEDULETW UIL PLUMBING SPECIFICATIONS bt d-022 PLUMBING PLANS 'Rr PLUMBING SANITARY &WATER SEAT 14 17 I jq Zo Zl Z4 -cc r r-' cn 9 "�iE rL'0 ru) I— M LU 1—: 2 " (n U_ r- -r-- cc c., 2 Cu L .1, Cq 8= ct 0)0Lj-a2l-, cj j==D q C�'Cao 5Ed 04 CC'4 M-0- LL p— E14 &A DESIGN BUILD web: t-naidesignbuild.corn email: info@maidesignbuild.corn jDate: 09-13-2011 Sheet [Scale: AS SHWN Drawn: SBC C -S !.Checked: DTM I f-opy i Approved: DTM' of 24 Pr -,j #: 2011 -005 lc:::,,, 00 CJ 4. (No 8) ccs) M co -cc r r-' cn 9 "�iE rL'0 ru) I— M LU 1—: 2 " (n U_ r- -r-- cc c., 2 Cu .1, Cq 8= ct 0)0Lj-a2l-, cj j==D q C�'Cao 5Ed 04 CC'4 M-0- LL p— E14 &A DESIGN BUILD web: t-naidesignbuild.corn email: info@maidesignbuild.corn jDate: 09-13-2011 Sheet [Scale: AS SHWN Drawn: SBC C -S !.Checked: DTM I f-opy i Approved: DTM' of 24 Pr -,j #: 2011 -005 4. p— E14 &A DESIGN BUILD web: t-naidesignbuild.corn email: info@maidesignbuild.corn jDate: 09-13-2011 Sheet [Scale: AS SHWN Drawn: SBC C -S !.Checked: DTM I f-opy i Approved: DTM' of 24 Pr -,j #: 2011 -005 i' 0 15- 0 N co rn .-1 N Ln 3 v 0 0 o - N C U FC. �� %1 l %I T [;4T F I nor r �r } � T 14 � I �� c F N F. 16'-8" 13'-4" T-4" 2 2" 2„ 2" 2" 2„ 2" 2" „ 2„ 3'-O" 3'-0" 2'-6" 3'-0" 3'•0„ 3'-0„ 3'-0" � s,_0,- T-5 2 -5 6 -0 2.5 2 -5 3 -4 6'-G' 3.4 3 -0 3'-0'_� 2'-10" 6'-4" 64" IMPACT RATED ANODIZED lo 2„ 2„ 2„ 3,-0„ 2 PAINTED PAINTED FRAME, PAINTED 2 2 -6,. 2" 2" 6 2" A 2„ 6,-0„ 2" G D i' 0 15- 0 N co rn .-1 N Ln 3 v 0 0 o - N C U FC. �� %1 l %I T [;4T F I nor r �r } � T 14 � I �� c F N F. 16'-8" 13'-4" T-4" 2 2" 2„ 2" 2" 2„ 2" 2" „ 2„ 3'-O" 3'-0" 2'-6" 3'-0" 3'•0„ 3'-0„ 3'-0" � s,_0,- T-5 2 -5 6 -0 2.5 2 -5 3 -4 6'-G' 3.4 3 -0 3'-0'_� 2"x18 GA. HOLL. MTL., 1 2"x18 GA. ROLL. MTL. 2"x18 GA. HOLL. MTL. SPLIT WOOD JAMB 2"x18 GA. ROLL. MTL. IMPACT RATED ANODIZED HR FIRE RATED, PAINTED PAINTED PAINTED FRAME, PAINTED PAINTED 71 A nb G D E - F. IMPACT RATED GLASS E7111 ►AC' e1 E\/ATInKIC - i 1HR FIRE RATED - 1 EA. FIRE GASKET SET SET Y G H 1 2 2A 3 4 5 6 2"x18 GA. HOLL. MTL., 1 2"x18 GA. ROLL. MTL. 2"x18 GA. HOLL. MTL. SPLIT WOOD JAMB 2"x18 GA. ROLL. MTL. IMPACT RATED ANODIZED HR FIRE RATED, PAINTED PAINTED PAINTED FRAME, PAINTED PAINTED ALUMINUM FRAME A B B1 G D E - �1 r%r%nD CA. E7111 ►AC' e1 E\/ATInKIC - i 1HR FIRE RATED - 1 EA. FIRE GASKET SET IMPACT RATED ANODIZED ALUMINUM FRAME F IMPACT RATED C' GLASS F. IMPACT RATED LASS } 11 H-- L N r N N r O N N 6 N r O N N N r O N N h IMPACT LTD CO—Type DBX-1. IMPACT i I RATED WOOD DOOR, PAINTED RATED � GLASS GLASS Type C. i 1HR FIRE RATED - 1 EA. FIRE GASKET SET SET Y BPB CAN?.DA INC- ProRoc• Type C, iroRoc Type X or ProRoc } 11 H-- L N r N N r O N N 6 N r O N N N r O N N h N r O N N O� LTD CO—Type DBX-1. 1 EA. LEVER LOCK SET i I I WOOD DOOR, PAINTED WOOD DOOR, PAINTED � ALUMINUM FRAME DOOR, PAINTED ALUMINUM FRAME 1 EA. STOP Type C. i 1HR FIRE RATED - 1 EA. FIRE GASKET SET SET Y BPB CAN?.DA INC- ProRoc• Type C, iroRoc Type X or ProRoc G H 1 2 2A 3 4 5 6 2 CERAMIC TILE I SET U IP -X1, IP -X2, FC -AR, SCX, SHX, IPC or WRY. 3 VINYL COMP. TILE i DOOR MANUFACTURER G -P GYPSUM CORP, SUB.QF 3 EA. SILENCERS 4 - SHEET VINYL SET Q GEORGIA -PACIFIC CORP 1pes 5, 9, C, DAP, DD, DA, DGG, SET T 5 SEALED CONCRETE SET X -11/2 PAIR BUTI-S DS, GPFS6. 1 EA. LEVER PASSAGE SET V in - 1 EA. LEVER LOCK SET z LAFARGE NORTH AMERICA INC Types LGFC2; LGFC2A, BASES: ; - 1 PR. FLUSHBOLTS, INACTIVE LEAF LGFC6, LGFC6A, LU- 0-C, LGFC-C/A 1 EA. STOP A VINYL I NATIONAL GYPSUM CO —Ty FSI:, FSK -C, FSK -G, PSTN C, 4 EA. SILENCERS SET W - 1 1/2 PAIR BUTTS FSW-G, FSW, FSW=3, FSW-5..' 3 PAIR BUTTS B - CERAMIC COVE i PABCO BUILDING PRODUCTS L -L C, •DBA I WON I -11 EA. LOCK GUARD PABCO GYPSUM —Type PGC or. PG•4 .. 1 EA. LOCK GUARD D NONE j! PANEL REY SA — T)Te.PR7C � 1 EA. STOP o WALLS: 1 EA. THRESHOLD LOOK FOR THE UL MARK ON PRODUCT . V PAINTED CMU/CONCRETE - 1 EA. WEATHERSTRIPPING V i X - 40" HIGH CERAMIC TILE WA lNSCOAT w" Cl; a O~ z 0 i Q V ti � ® 1 3/4" SOLID CORE IMPACT RATED ANODIZED IMPACT RATED ANODIZED 1 3/4" SOLID CORE 1 3/4" SOLID CORE 1 3/4" SOLID CORE ANODIZED PR. 13/4" x 18 GA. H. M. ANODIZED • 1 EA. LEVER PASSAGE SET LTD CO—Type DBX-1. 1 EA. LEVER LOCK SET WOOD DOOR, PAINTED ALUMINUM FRAME ALUMINUM FRAME WOOD DOOR, PAINTED WOOD DOOR, PAINTED WOOD DOOR, PAINTED ALUMINUM FRAME DOOR, PAINTED ALUMINUM FRAME 1 EA. STOP Type C. 1HR FIRE RATED - 1 EA. FIRE GASKET SET SET Y BPB CAN?.DA INC- ProRoc• Type C, iroRoc Type X or ProRoc G H 1 2 2A 3 4 5 6 1/4" = V-0" Partiallyor eom Ietel hllln stud cavi W r _ See Bats and Blankets (BZjZ category -for names of Classified com ares. resilisiit channels space vertically Ina 24 in. OC flange ponion 3-1/2" FIBERGLASS SOUND ATTENUATING att.,,,ed to each intersecting stud iiith' 1/2 in%long type 5-12 panhead INSULATION TO 2" ABOVE CEILING. (UL DESIGN 3A. Fiber, Sprayed* — As an,altemate to Batts and B ankets (Item 3�— steel scretit�s. spray appplied 4ellulose material The fiber is applied w:1th water to 6A. Steel Framing Members (Ivot Showr) — As an alternate to Item 3, NO. 0465) j completely fill the enclosed cavity in accordance with the appLcahon boring channels and resilient sotmd isolation :clip as described below: instructions supplied with.the product. Nominal dfy density of 3.0 a. [urzing Channels — Formed of No. 25 MSG gala steel. -3/8 NOTE' lb/fe. Alternate application method: The fiber is applied with U.S. in, wide by 9/8 is dee , spaced 21 in, OC perFe l"Lcular 2 , 6 Creerifiber LLC Type AD100 hot melt adhesive at a'nominal ratio of - PROVIDE SLAT BOARD ON THE SIDE OF ALL WALLS FACING k _ . t* • one part adhesive to 6.6 parts €iber'ta.completely fill the enclosed nazi- studs..Channels senor to studs as in. a bed m Item b. Ends of - • - adjoiningchannels axe overla ped 6 in. and tied together with TOWARDS THE RETAIL FLOOR AREA AND ON BOTH SIDES OF sty m accordance with the -Application instructions supplied with the double:strand of No. 18 SK7. alv steel wire near each end of ALL WALLS WITHIN THE FOOTPRINT OF THE RETAIL AREA. # () O T � 00 product. Nominal dry density. of 2.51b/ft . $` G U $ GRBENFIBi It L .L C — Gocoon2 5tabilized qr Cocoon FR�4 o erlap; As an alternate, ends of adjoining ci .imeis may be over- C I� M 00 la ed 6 in. and secured together with two s..if-tap in #6 Pram- N O O (Fire Rated Material) PP 8 dip g (� . C (O c� M M 9B. FibeT, Sprayed' —'As an alternate to Batts abd Blan&ets (Item 3j and Ink, screws, min. 9/16 in, long at the'micipoint of a overlap, ., o Q vith one screw on each flan e of the channel s Item 3A 5pray applied celluloseinsulation material. The fiber is 5, Steel Framing Members' 8 'Used to attach iurru^g channels FINISH SYMBOL •�-t ,^ applied withh water to interior surfaces in accord'an'ce with the applica,- (Item aJ to studs (Item 1). Clips space3 48 in 0C and secured fq ' ® LV,.. -� tion mstruchons sup ll�ed with the i Laduct..Applied to completely flll ids with 1-5/8 in. wafer or hex head Type S steel'screw m F- O the enclosed cavity; utri Lir? ensrty, of 4.3 pounds per cubic ft. j NU=WOOL CO INC CelluIea Insulation th ouggh the center grorunet. Furring channels are friction fitted` ROOM No. I V W Cl) LL N CN into clrps. 1 L 0) F— Lj Cr) M1 L:Gypsum Board 5/8 in. thick, 4 It wiae�attached to :reel studs and PAC INTERNATIONAL i^ C—Type RSIC-1. 100 ! Coe}• z Z floor and ceiling track with 1 in Imig, T e S steel s0•rc�cs s aced 8 in. 4� p Hearing the UL Classification Mark N CC ' OC. a':ong edges of boa -Ad and 12 in. OC' un the field. of the bpoard. jtiints . ® O ix O W oriented vertically and staggered ori opposite fides of the_assembl y. Q 0 z WliLen attached to stern ffi (resilient channe`s) or 6A(Ruling channels), FLOOR FINISH WALL FINISH t � � ^ O � 0 wallboard is screw attached to furring channels with I in. long, Ty e S I steel screws spaced 121n: OC. When used m widths other than•48.r., LJj BASE N gypsum panels to be installed hoc zontally. . AMERICAN GYPSUNI CO—Types AG -C, AGX-2.: I HARDWARE LEGEND SET Z .-BEIJING NEW BUILDLNG MA ERIALS PUBLIC SET V F I N I S H LE E ; • 1 EA. LEVER PASSAGE SET LTD CO—Type DBX-1. 1 EA. LEVER LOCK SET 1 EA. STOP BPB AMERICA INC—Types 1, EGRG, Progoe Type X, PraRoc --� 1 EA. STOP Type C. FLOORS: - 1 EA. FIRE GASKET SET SET Y BPB CAN?.DA INC- ProRoc• Type C, iroRoc Type X or ProRoc CARPET i - 1 EA. LEVER PRIVACY SET Tyyppe Abuse Resistant CA�lA )IAN GYPSURI CONfPANY Types AR, C, IP -Alt, 2 CERAMIC TILE I SET U IP -X1, IP -X2, FC -AR, SCX, SHX, IPC or WRY. 3 VINYL COMP. TILE i DOOR MANUFACTURER G -P GYPSUM CORP, SUB.QF 3 EA. SILENCERS 4 - SHEET VINYL SET Q GEORGIA -PACIFIC CORP 1pes 5, 9, C, DAP, DD, DA, DGG, SET T 5 SEALED CONCRETE SET X -11/2 PAIR BUTI-S DS, GPFS6. 1 EA. LEVER PASSAGE SET - 1 EA. LEVER LOCK SET LAFARGE NORTH AMERICA INC Types LGFC2; LGFC2A, BASES: ; - 1 PR. FLUSHBOLTS, INACTIVE LEAF LGFC6, LGFC6A, LU- 0-C, LGFC-C/A 1 EA. STOP A VINYL I NATIONAL GYPSUM CO —Ty FSI:, FSK -C, FSK -G, PSTN C, 4 EA. SILENCERS SET W - 1 1/2 PAIR BUTTS FSW-G, FSW, FSW=3, FSW-5..' 3 PAIR BUTTS B - CERAMIC COVE i PABCO BUILDING PRODUCTS L -L C, •DBA C WOOD I -11 EA. LOCK GUARD PABCO GYPSUM —Type PGC or. PG•4 .. 1 EA. LOCK GUARD D NONE j! PANEL REY SA — T)Te.PR7C 1 EA. CLOSER 1 EA. STOP i WALLS: 1 EA. THRESHOLD LOOK FOR THE UL MARK ON PRODUCT . V PAINTED CMU/CONCRETE - 1 EA. WEATHERSTRIPPING W - FULL HEIGHT CERAMIC TILE X - 40" HIGH CERAMIC TILE WA lNSCOAT HARDWARE LEGEND SET Z - 1 1/2 PAIR BUTTS SET V 1 1/2 PAIR BUTTS SET R • 1 EA. LEVER PASSAGE SET 1 EA. LEVER LOCK SET 1 EA. STOP 1 EA. CLOSER 3 EA. SILENCERS 1 EA. STOP - 1 EA. FIRE GASKET SET SET Y -11/2 PAIR BUTTS 1 EA. DOOR SWEEP - 1 EA. LEVER PRIVACY SET 1 EA. CLOSER SET U HARDWARE AS SUPPLIED BY - 1 EA. STOP DOOR MANUFACTURER 3 EA. SILENCERS SET Q SET T 3 PAIR BUTTS SET X -11/2 PAIR BUTI-S 1 EA. LEVER PASSAGE SET - 1 EA. LEVER LOCK SET -11 EA. DUMMY LEVER 1 EA. CLOSER - 1 PR. FLUSHBOLTS, INACTIVE LEAF 1 EA. STOP 1 EA. STOPS 3 EA. SILENCERS 4 EA. SILENCERS SET W - 1 1/2 PAIR BUTTS SET S 3 PAIR BUTTS - 1 EA. LEVER LOCK SET W/ - 1 EA. LEVER LOCK SET PANIC HARDWARE -11 EA. LOCK GUARD 1 EA. LOCK GUARD - 1 PR. FLUSHBOLTS, INACTIVE LEAF - 1 EA. CLOSER 1 EA. CLOSER 1 EA. STOP 1 EA. THRESHOLD 1 EA. THRESHOLD 1 EA. WEATHERSTRIPPING - 1 EA. WEATHERSTRIPPING - 1 EA. STOPS 4 EA. SILENCERS _DOOR Ft FRAME SCHEDULE NOTES 1. DOORS SHALL BE ARRANGED TO BE OPENED READILY FROM THE EGRESS SIDE WHENEVER THE BUILDING IS OCCUPIED. 2. EXTERIOR DOORS SHALL BE PERMITTED TO HAVE KEY -OPERATED LOCKS FROM THE EGRESS SIDE, PROVIDED THAT THE FOLLOWING CRITERIA ARE MET: A. FOR BUSINESS OCCUPANCY LOCKS COMPLYING WITH 7.2.1.5.4 OF THE LATEST EDITION OF THE FLORIDA FIRE PREVENTION CODE, SHALL BE PERMITTED ONLY ON THE PRINCIPAL ENTRANCE/EXIT DOORS. B. A READILY VISIBLE, DURABLE SIGN IN LETTERS NOT LESS THAN 1 INCH HIGH ON A CONTRASTING BACKGROUND THAT READS AS FOLLOWS IS LOCATED ON OR ADJACENT TO THE DOOR: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. C. THE LOCKING DEVICE IS OF A TYPE THAT IS READILY DISTINGUISHABLE AS LOCKED. D. A KEY IS (MEDIATELY AVAILABLE TO ANY OCCUPANT INSIDE THE BUILDING WHEN IT IS LOCKED. 5. ALL EXTERIOR DOORS TO HAVE TAMPER PROOF HINGES. 6. PROVIDE ANCHORAGE TYPE TO SUIT WALL CONSTRUCTION. 7. PROVIDE (2) 20 GA STUDS AT JAMBS IN GYPSUM BOARD WALLS. 8. WHERE RATED DOORS ARE INDICATED, DOOR FRAME Et HARDWARE RATING TO BE EQUAL TO DOOR RATING. 10. PROVIDE 1" UNDERCUT AT INTERIOR ROOMS. 11. VERIFY WITH MANUFACTURER THE APPROPRIATE ROUGH OPENING FOR EACH DOOR TYPE. 12. HARDWARE FINISH TO MATCH EXISTING HARDWARE. 13. ALL HARDWARE COMPONENTS TO BE MANUFACTURED BY SCHLAGE OR EQUAL. 14. ALL HARDWARE COMPONENTS TO MEET CURRENT ADA AND FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION (FACBC). Y GYPSUM BOARD, EPDXY PAINT Z GYPSUM BOARD, PAINTED CEILINGS: A SUSP. 2 X 2 ACOUST. TILE/GRID B - PAINTED GYPSUM BOARD - 2 PAIR FLOOR AND TOP PIVOTS 1 PR. FLUSHBOLTS, INACTIVE LEAF 1 EA. CYLINDER DEAD BOLT 1 EA. CLOSER 1 EA. THRESHOLD 1 EA. WEATHERSTRIPPING 1 EA. STOP 1 EA. STANDARD/CLASSIC PUSH/PULL SET 1 PAIR FLOOR AND TOP PIVOTS 1 EA. CYLINDER DEAD BOLT - 1 EA. CLOSER 1 EA. THRESHOLD - 1 EA. WEATHERSTRIPPING - 1 EA. STOP • 1 EA. STANDARD/CLASSIC PUSH/PULL SET DOOR SYMBOL OHDW. OOR No. DOOR TYPE SET AME TYPE U_ h e� Uj z a V CL u Z 0 0 L L_ J D F_ W F_ f rnel I r i DESIGN BUILD I s � web: maidesignbuild.com 1 email: info@maidesignbuild.com -I----,—,---,- .� ___...__-..:__.__._.._�._--j Date 09-13-201!__l Sheet 1/8"=1'[Scale-:--- Drawnm� -101 I -_- SBC I 1 Checked: DTM i .. .._ ._ E i Approved: _100 7 of Z *-i Prof #� za11 aa5 �j� F 1/8" = 1'-0" 1/8" = 1'-0" I i I 3 Gyp 1"mAk- /A � Nov i 1 I ` I Z Gad P41 ywtp A i (/A)C P4 `11i 0t>. 2X Pr I3,1�GK1�1Gt ?fix PT A406XINv LS 100 LS 100 OFFICE COPY J 4J J Lu LLen 140'-0" LANDSCAPE AREA O { - 00 iT O j o i 1 U V O T t 00 00 M rn M 00 � M M O Vj LLj q vi�� V (w VERIFY WITH METAL BUILDING MANUFACTURER ' O I= L1! C-1 Lu Q M CL 1 I --........ N IL _.. _.._..... ..'. i X 20'-0" 20'-0" Lu 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 1 u— VERIFY WITH METAL BUILDING MANUFACTURER 10'-6" 4'-0" MOP SINK Q VERIFY WITH METAL BUILDING MANUFACTURER I LLI Z W LLJ > II i S ZCL W / et I a �® .m I L, -jLL UJ I U -f: { CARPET LuCIO ll 1 . II I L EN 0 SMOOTH STORAGE J 20'-9" 6� 19'-T' ' - I t04Ir- 1 CONCRETE � JAN. CL. fV t0, T-6" 17— C 101 z \ 2 B Y/ �tE6 x B Y \ 06 HATCHED AREA INDICATES 12" DEEP I O 2 B 2 16 GAUGE METAL STUD JOISTS AT I \ / i / G2LL 1 1 / TILE (CT) :p 16" O.C. WITH 3/4" T8 G PLYWOOD 9 WOMEN tOtA 105 / 105 B , 3 D T 103 Y / ��_ 00 -� 103 - ' 1, N SMOOTH CONCRETE 1018 ' 2 / 2 B Y / / 4'-5" 4'-5" 4'-5" 6'-5" V 2 B YLn O S D S O rn m I 1 6' Q" FE / T S IRTS TILEA(CT) of _ :p FE _ -\ CiRE *s DRESS, CRESS DfiES� / log .Z / = PWI OMEN O 3 AlZ. 3' A •Z '3 A' Z, 3 A Z ELEVA/TION = 101'0 o FE g2 Y B y ARCADE I I 0 / �i =�T zZl� / 2 – 3 CARPET I �' t4 . FE CARPET f 112 i t, t t0 109 CARPET 2 C Y 2 C 2 C XI 2 C YIIIIiF I { CA �� I > I I TILE (CT) / - 1 �rj (2) 6" STEPS ~ O wo O – —c C UNTER – – �— – – If 6'-0 II �0. CE O K1 TILE ( ) W 6 Lu I I III I I L I I I o M` 1 �- LS100 z o p rn I I 11 I CARPET �' 7 ( I I 11 U-4, I +Y O / 1 rF II 1 L5100 � 4'-0" CARPET e E I r II Z CARPET CARPET � O c N I I I w I I r4 I rs! t NOTE: PROVIDE SLAT WALL SYTEM w ON ALL INTERIOR PERIMIETER WALLS o FROM FINISH FLOOR TO ELEVATION 115'-0" Z I J I a I III I Ln PROVIDE HANDRAILS FOR RAMP Z PERCH. 11-4.8.5 OF THE FLORIDA AC ESSIBILTY CODE f u- FINISH FLOOR ELEVATION = 100'-0' l O II �� • I I I 1 I M I O I SMOOTH ISMOOTH CONCRETE CONCRETE CER IC II TILE CT) CARPET . I I I 'fes I i I I I i- TYP. STEEL COLUMN f I I PROVIDE HAND RAI FOR RAMP PERCH. 11-4.8.5 0 THE FLORIDA ACCESSIBI CODE ' – – – – –1-4 © I FUttI RE TEtV NT SP�CE 2 _ a W a I II f I I LS100 I I ! I I 1 CERAMIC O O CERAMIC j I I TILE (CT) TILE (CT) II b .b FE o 6- .. �•, � JJ, CARPET CARPET I t00A Q•. CARPET CARPET CER IC OEB 6 E R ELEVATION = 101'-0" TIL CT) FIRE EXTINQUISHER (FE) -jI � FE °` I 6 E Q11 I TO I ® b S / \ CONCRETE WALKWAY '-0' 6-8" '-0' T-10" 21'-00" Milo" 31'-6" 0'-8" 31'-6" T-10" VERIFY VERIFY 140'-0" VERIFY WITH METAL BUILDING MANUFACTURER FLOOR PLAN 2' 4' 8' F 1/8" = 1'-0" 1/8" = 1'-0" I i I 3 Gyp 1"mAk- /A � Nov i 1 I ` I Z Gad P41 ywtp A i (/A)C P4 `11i 0t>. 2X Pr I3,1�GK1�1Gt ?fix PT A406XINv LS 100 LS 100 OFFICE COPY I i I DESIGN BUILD i web: maidesignbuild.com email: info@maidesignbuild.com i Date: 09-13-2D11 Sheet Scale: 1/811=111i _I � Drawn: SBC) LeJ_ �I t1!y® Checked: DTM I 1 Approved: A100j . i 1A of 24 Proj #: 2011-005 J 4J J Lu LLen I O { - 00 iT O j o i 1 U V O T t 00 00 M rn M 00 � M M O Vj LLj q vi�� V (w u) nj N N CO N O I= L1! C-1 Lu Q M CL 1 I --........ N IL _.. _.._..... ..'. i X Lu 1 u— Q LLI Z W LLJ > II i S ZCL W / et I a �® u I L, -jLL UJ I U LA ® Ln { LuCIO J I I i i I i I DESIGN BUILD i web: maidesignbuild.com email: info@maidesignbuild.com i Date: 09-13-2D11 Sheet Scale: 1/811=111i _I � Drawn: SBC) LeJ_ �I t1!y® Checked: DTM I 1 Approved: A100j . i 1A of 24 Proj #: 2011-005 W N z � . o �C) o U � C�M0 C,4 N O O o ui M M Cf) W U) W TT' s - LV.. tU C N O p�W . t� O Z ® 4CDm OCD �l LLJ L 0 uw 0. W > z W z rLU . u w co - JYIAN�I�f�G7l1�F��' �•' • . may.. OFFICE Copy 0 W N z co a .� o . (n C r d 0 o rn c� 00 . N 00 �1�JN_C9 C9 Q (D U) 0O 4 tj i� i -L , m V_�_ 'a W W cca n U r L' N N Z Lj (U�NoRE .® W .�. �ohoz om0 c C QQ d njauL DESIGN BUILD web: maidesignbuild.com email: info@maidesignbulid.com i D te: o9 -u -nil Sheet 5 ale: D awn: SBC S-101 f C ecked: DTM ` App aved: A100 Proj uj LLJ C) Lj- W u UJI Lu a C) > Ld CL .0 CO C(01 Nt 00 C:) ce) 00 CC1311 O CCID) r U) Lo Lo _cr_ r- r- C- Z ulU) a-' L- M � "t V2-' N o 9 u- 9 C) oz a) I WTn- X LLJ Lj- u UJI Lu > > Ld CL .0 CO a LA DESIGN BUILD web: maidesignbuild-com email: lnfo@maidesignbuild.com Date: 09 -13-2611 Sheet Scale: 1/8"=I' Drawn: SBC Checked: DTM' S-102 OFFICE' Approved: A1100 of (NIOPY . Proj 24 #: 1011-W, , NORTH ELEVATION WALL FRAMING' 68'' �' a 9X 4 X 3// 6 7-1✓5T- A �D�,l ll -rls lte l- zFG 11-5,z> L v- - _ d YZ SOUTH ELEVATION WALL I- AIVIINU _ y 2�i T J�. x `77 WEST ELEVATION WALL FRAMING yo /)= j=a r J> .. .................... _Sx4 TS 04 r6 ,o d- 8x + rs ex 4 rs 8x 4 75 AN -rs 4 7s Al� yrs 4 t9 _. 650 fis 8x 4 -15 Bx.4 rs Bhp rs Bx�- �s i, f 4 rS I I �Y- 4 T$ 6X4 Ts t 6X4 71S 8x 4 ts- Bx 7's 7-IpAm *,r Sw 1, 2FI 12to-o 9,% Af rs fis 4- 7s I 8� -ts �x r. Bx4 Ts gx 75 9x4 1,5x4 r� EAST ELEVATION WALL FRAMING r 00 .. in U a tM 000 ' Q% O r` r 4-J cn 4 "' 7,o in U-) (� W co L � M LLC � N •. a �� 4 0 o N M d O CL u- a u W LLJ W Q � Q � W LL u a < a LLI DESIGN BUILD iP web: maidesignbuild.com emall: Info@maldesignbulid.com Date: 09-13-2011 Sheet Scale:— 1/8"=l' Drawn: .SBC S_Zd® COPY Checked.' DTM' Approved: A100 ..prof /jc 2011-005 of 24- ALL Location j__ . .. .. °rte 85 90 100 110 120 130 140 150 160 170. S _ _ - - . I N. I jR. TE. eI 1.15.4, AND THE LATEST SUPPLEMENTS . . . MORTAR. ( F'M = 1350 P51 ). .. . h _< 30 ft. . O. U.. eI TR. BEFORE PROCEEDING WITH THE WORK. ,. 05. ALL VERTICAL REINFORCING STEEL BARS .. ECCENTRICITY IN THE DESIGN OF THE FRAMING . Table 6-3A Design Wind Pressures Simplified Procedure . . I . .A . I. .. .. . . 1000.00 GENERAL NOTE5s . 4000.00 GENERAL NOTES: MA50NRY 5100.00 GENERAL NOTESs STRUCTURAL STEEL 5300.00 GENERAL NOTES: METAL DECK Enclosed Buildings Walls &Roofs tj . . . .. . THAN 2-3/4" DIAMETER (A325) BOLTS OR. CONTINUED .. . _ ASCE-7-98 . . DOWELS SHALL LAP WITH VERTICAL BARS ' .- --' . I pl, ALL MATERIALS AND WORKMANSHIP SHALL 01. DEVON, MATERIAL AND WORKMANSHIP . 05. ALL WELDING SHALL BE DONE BY QUALI- . FIED WELDERS AND SHALL CONFORM TO OI. ALL METAL ROOF DECK SHALL BE I I/2" DEEP, 22 GAU6E GALVANIZED, TYPE 'B'. , % a ' a ' COMPLY WITH PROJECT DRAWINGS AND 5 SHALL BE IN ACCORDANCE WITH BUILDING CODE REGtUIREMENT5 FOR MASONRY THE AW5 "CODE FOR ARG AND GAS WELD- 02. METAL ROOF DECK SHALL BE CAPABLE OF . 10 SPECIFICATIONS. 02. THE CONTRACTOR SHALL VERIF=Y ALL OF i/4" UNLE55 NOTED OTHERWISE, BUT. .. NOT LESS THAN THE A150 MINIMUM.. - STRUCTURES AGI-530-88/A5GE 5-88. •- INC TO BUILDING CONSTRUCTION", . O = `i __i . SUPPORTING A SUPERIMPOSED DEAD LOAD ,_1 Z�' �,'� DIMENSIONS, CONNECTIONS AND ANCHOR 02. MORTAR AND GROUT SHALL BE IN AGGOR-' . • LATEST EDITION. SHOP AND ERECTION DRAWINGS TO THE (GENERAL CONTRACTOR) FOR REVIEW OF 35 P5F AND A SUPERIMPOSED LIVE0. �' tr BOLT LOCATIONS FROM EQUIPMENT MANU- THE OPENING. THESE BARS SHALL BE ': DANCE WITH ASTM 0476, STANDARD 66. ALL CONNECTIONS SHALL BE SIMPLE AREA LOAD LOAD LOAD OF 20 P5F WITH A MAXIMUM TOTAL. � Z` %: FAGTURER'5 CERTIFIED DRAWINGS AND STUD, J015T TRACK, BRIDGING, AND SPECIFICATIONS FOR MORTAR AND GROUT - • SHEAR CONNECTIONS WITH BOLT5 IN ANCHORAGE WHERE STRAIGHT EXTENSIONS LOAD DEFECTION OF LES a j s QQ STEEL FABRICATORS ANCHOR BOLT SETTING PLANS, WHICH HAVE BEEN 03. FOR REINFORCED MASONRY. . . CONCRETE MASONRY UNITS SHALL BE .1 %`. , • BEARING. THE MINIMUM DE516N LOAD • FOR CONNECTIONS SHALL BE THE MAXI- 03. o STRUCTURAL PROPERTIES . ROOF DECK INCHES 4 I i i i , I � APPROVED BY THE ARGHITEGT/ENGINEER. ` 'DRAWINGS• WITHOUT PERMISSION FROM THE GRADE N, TYPE I, IN ACCORDANCE WITH ' MUM WEB SHEAR V = 0.4 F TWD, WHERE 04. MINIMUM I = 0.164 METAL DECK SHALL BE SECURED TO. ' I 03. THE CONTRACTOR SHALL WORK 5TRUGTU- - A5TM C40, STANDARD 5PECIFIGATIONS FOR HOLLOW LOAD-BEARING CONCRETE Fy = 36 K51, D = DEPTH OF BEAM, AND Tw - WEB THICKNESS. 2 FRAMING MEMBERS ACCORDING TO THE I / ' RAL DRAWINGS TOGETHER WITH ARGHI- TEGTURAL, MECHANICAL, ELECTRICAL AND SPEGiFIGATIONS AND CODES, INCLUDING ..:. MASONRY UNITS. . . 0-7. ALL CONNECTIONS SHALL HAVE ENLARGED - - REQUIREMENTS SET FORTH BY THE S.D.I. 06 . CIVIL DRAWINGS TO LOCATE DEPRESSED • 04. THE MINIMUM COMPRESSIVE STRENGTH OF. OR SLOTTED HOLES TO PROVIDE END - I STEEL DECK INSTITUTE. �•,/ . E ROTATION A5 PER THE REQUIREMENTS OF 03. EDITION. ALL BOLTS, NUTS AND WASHERS SHALL .. 5LA55, SLOPES, DRAINS, RE LETS, BOLT , . SETTINGS, GRADES, ETC., ANY DISGRE- Location MA50NRY UNITS AT 28 DAYS SH B 2000 P51 ON THE NET SECTION. � .. . THE A150 SPECIFICATIONS, SECTION °rte 85 90 100 110 120 130 140 150 160 170. S PANGIES SHALL BE GALLED TO THE 05. ALL BAR 5PLIGE5 AND DOWELS SHALL LAP (MORTAR BED AREA) WITH TYPE.M OR 5' .. 1.15.4, AND THE LATEST SUPPLEMENTS . ATTENTION OF THE ARCHITECT/ENGINEER MORTAR. ( F'M = 1350 P51 ). .. .. AND SHALL AL50 REFLECT THE LOAD 5400.00 GENERAL NOTESs METAL STUD STEEL BEFORE PROCEEDING WITH THE WORK. ,. 05. ALL VERTICAL REINFORCING STEEL BARS .. ECCENTRICITY IN THE DESIGN OF THE FRAMING . 04. DESIGN HIND LOADs , . .. .. . Tu TO SUPPORT THE FOOTINGS ARE APETED IN CMU WALL5 OR COLUMNS SHALL BE ANCHORED IN THE CONCRETE THICKENED ' .: . ' . GONNEGTION. . 08. NO CONNECTION SHALL 'CONSIST OF LESS - . 1. . ALL METAL 5TUD5 TO BE 3-5/8 X 1-5/8 . REFERENCE: FLORIDA BUILDING CODE FBC 200 20 +10 =27 +10 :=30 +10 -37 +10 -45 +10 =54 +12.63 +13 43 +15 �4 +18;. 796 +20 -108 5 LAB OR FOUNDATION WITH DOWELS: . .. . THAN 2-3/4" DIAMETER (A325) BOLTS OR. DIMENSION, 20 GAUGE WITH THE .. . _ ASCE-7-98 . . DOWELS SHALL LAP WITH VERTICAL BARS ' .- --' . �' WELD5 DEVELOPING A MINIMUM OF 10,000 FOLLOWING PROPERTIES: BASIC WIND SPEED = 130 MPH O6. A MINIMUM OF 36 BAR DIAMETERS. ALL CMU REINFORCING STEEL BARS SHALL LBS. UNLE55 INDICATED ON THE... .1. DRAWINGS. WEIGHT = .100 LBS./FT. q = .165 SQ. INCHES Q WIND IMPORTANCE FACTOR = 1.0 5 BE CONTINUOUS WITH LAP 5PLIGE5 OF AT : 04. ALL FILLET WELDS SHALL BE A MINIMUM . . MXX = -I,g46 IN -LBS. . _ . WIND EXPOSURE CATEGORY C . 0-1. LEAST 36 BAR DIAMETERS.' • _ . ALL OPENINGS IN CMU WALLS SHALL BE • OF i/4" UNLE55 NOTED OTHERWISE, BUT. .. NOT LESS THAN THE A150 MINIMUM.. - IXX ' = .420 IN 5XX = ..04 IN FFICIENT = + -.18 INTERNAL PRESSURE COEFFICIENT / O = `i __i REINFORCED WITH AT LEAST I #5 BAR ON. . l0. THE FABRICATOR SHALL FURNISH CHECKED I lYY. 04o IN _ _ _ .. ,.. ., .. __.... ;_-..... Ss . O5. ��UPERIMR05ED GRAVifTY LOAD NOT BE REDUCED IN 51ZE IF LOADIN65 EACH SIDE, TOP AND BOTTOM, EACH BAR ' - . ' SHALL EXTEND 24 PAST THE EDGE OF -. . SHOP AND ERECTION DRAWINGS TO THE (GENERAL CONTRACTOR) FOR REVIEW = `-� 044 IN DEAD LIVE WF SHAPES (BEAMS . _ THE OPENING. THESE BARS SHALL BE ': - PRIOR TO.FABRIGATING ANY 5TRUGTURAL : ': 2. ALL STRUCTURAL FRAMING MEMBERS, AREA LOAD LOAD Q BENT AND EXTENDED TO OBTAIN TH15 . I - - • . STEEL. . . .' STUD, J015T TRACK, BRIDGING, AND ROOF . ' PSF- �F 0'1. ALL WELDED WIRE FABRIC SHALL BE- ANCHORAGE WHERE STRAIGHT EXTENSIONS : . 11. OF STRUCTURAL STEEL CANNOT BE..: NON -LOAD BEARING 5TUD5 SHALL BE A5 LiSTED IN THESE NOTES. 08. ARE NOT POSSIBLE.:: ALL CELLS, ADJACENT TO DOORS, . :. : .SIZES - - VARIED FROM TH05E SHOWN ON THE - . • 3. ALL GALVANIZED STRUCTURAL MEMBERS 20 .STRUCTURAL CALCULATIONS AND PROVIDE . . . WINDOWS OPENINGS CORNERS END OF ` 'DRAWINGS• WITHOUT PERMISSION FROM THE GAUGE AND GREATER SHALL BE FORMED 06. FOUNDATIONS AND SLABS ON GRADE TMJ BE ADDITIONAL OR LARGER MEMBERS TO SUPPORT MECHANICAL EQUIPMENT LOADS. WALLS OR UNDER CONCENTRATED LOADS: ARGHITEGT/ENGINEER. _ FROM STEEL THAT MEETS THE REQUIREMENTS DESIGN WIND PRESSURE (PSI) Location Zone Effective Basic Wind Speed V (N1P1T) Wind °rte 85 90 100 110 120 130 140 150 160 170. S ,,// v) ' 1 1) . ✓� /`T 05. ALL BAR 5PLIGE5 AND DOWELS SHALL LAP 10 +10-13. +10 ;15 +10 =18 +10 =22 +11,'=2 +12;':3 +14 =3� +16 AO +19: 746 +21 -52 1 20 +10 :;=13 +10 =14 +10 :=18 +10 =21 +10 = +12 -3 +13 =34 +15 -:.. +18 ' .. +20 . -51 . AS PER REQUiREMENT5 OF AG 3 18-83. 100 +10,=12 +10:=13 +10 •=16 +10'.20 +10:=2 +10:2 +ll =32 +13= -37.+15:..42 +17 .:�8 . . BUILDING MANUFACTURER) THAT ALL 10 +10 ..* 1. +10:=24 +10 :-30 +10 `36 +ll <4 +12:? -51 +14' 59. +16`:=68 +19 :."-V +21.! $7 Roof 2 20 +10."19 +10:=22 +IO -27 +10 `_33 +10:>3 +12 . +13 53 +15 % ----A^^A e" IN I 'ICAL NORTH EXTERIOR ELEVATION 3/16" =1'-0" AVE HEIGHT 129'-0" )F PARAPET 126'-0" )F PARAPET 122'-0" OF OPENING F OPENING/ WAINSCOT - - .F 11- 7—'—. T' NISH FLOOR U- ---------- ioo'—o" o EAST EXTERIOR ELEVATION 3/16" =1'-0" X LLQ U- o � o� U uj uj > > z V LLJ V Lu %? C; z X LLQ U- -j- 0 9 U uj uj > > z V LLJ V Ln z 0 Q W J W DESIGN BUILD web: maidesignbuild.com email: info@maidesignbuild.com ------------ Date: 09Sheet - Scate 1/8"=1'1 Drawn: SBC 0 16" 32" 64" 1281, -201 Checked: DTMI A ' * ' Approved: DTM 0 SOUTH EXTERIOR ELEVATION 3/16" 1'-0" WEST EXTERIOR: ELEVATION 3/16" =1'-0" X N 4 W 81 —=:I M.C0,00 NMN OO 0., IL u to c:, LO > z COC) �� W W W i2 0 M C* 4 0 K LU o EE E3, z co 0 jX C-4 u -J M;- IL LL Lu X W 81 —=:I M.C0,00 NMN OO 0., IL u to c:, LO > z COC) �� W W W i2 — tmui M C* 4 0 K LU o EE E3, z co 0 jX C-4 u -J M;- IL LL X W u- 0., u Ld u -J QI > z �� W CL u.J DESIGN BUILD --h* -aidesinnbuild.com email: info@maidesignbuild.com Date: 09-13-2011 Sheet Scale: 1/8"=1'1 copy Drawn: SBC, 32" 64" 12 A-202 0 16 Checked: DTMI 6-od 1 Approved: DTM'1 3/16" 1'-9' 1, * 1 01 P " of 24- roj #: 2011-005 , JT. REINF. 0 16 OC VERT. - - FURRING AT 24" O.C. W /.. 3/4„ INSULATION BOARD 3/4" INSULATION BOARD 5/8" GYP � W/ BD. AND..: W/ 5/8" GYP. BD. AND SLAT WALL SYSTEM # 5 VERT. REINF. ® 24" OC. SLAT WALL SYSTEM PREFINISHED ALUMINUM SILL AND SILL PAN WITH SOLDERED N SIDES AND END DAMS 1 : a L, 4 - Z/8„ HAT CHANNEL N - # 5 VERT. REINF. W/ FURRING AT 24" O.C. W/ STANDARD HOOK CSD 24" OC. - :FROI�T TOPOF WAINSCOAT_BOTTOM OF STOROPENING 3/4 INSULATION BOARD— 102'-0" c3 Y 102'-0" W/ 5/8 GYP. BD. AND PRECAST CONC. SPLASH SLAT WALL SYSTEM FINISH AS BLOCK SCHEDULED DECORATIVE FINISH AS rn FLOOR F DECORATIVE WAINSCOT F SCHEDULED FLOOR FINISH AS SCHEDULED 4" CONC. SLAB W/ 4" CONC. SLAB W/ FINISH GRADE 6x6x1.4x1.4 WWM 6x6x1.4x1.4 WWM FINISH GRADE FINISH GRADE 4" CONC. SLAB W/ 6x6x1.4x1.4 WWM FIN. FLR. . - . SIN. FLR. FIN. -FLLR (�, — — — — 100-0" . -e. 100—D C 9. a_° _1 nd •� y' .. - ..-------------------- 'a ---- 41 1( e i ° i i i 9: ° 6 R BARRIER a ° � �� ° 6 MIL VAPOR BARRIER ,' ° 1 d MIL VAPOR L� d „ / ° ,L s„W 16"D / DESIGN BUILD ° _ L= (( (� a e 36"Wx16D a° ° 3 X / d J i J id I a e d a d °, a ° a THICKENED EDGE i d a a THICKENED EDGE THICKENS : G UMN SLAB FOOT web: maidesignbuild.co 6 MIL VAPOR BARRIER ` THICKENED COLUMN SLAB FOOTING. �. REFER i email: info maidesi nbuild.com e FOOTING BEYOND. REFER i REFER TO FOOTING T €, i REFER T RAL '� @ 9 ai' TO STRUCTURAL _i STRUCTURAL/,' TO STRUCTURAL _' SIRUCTU Date: o9-1s-zo» Sheet AL i THICKENED SLAB COLUMN ( ��' ��' Scale; AS SHWN Ln FOOTING BEYOND SEE---------------------------�. L---------------------------------------------------------------� Drawn: JW FOUNDATION PLAN FOR SIZES L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — . 3 WALL SECTION p 4., $„ 16" 32” Checked:- DTM A-301 N WALL SECTION 2 WALL SECTION A 301 3/4" = 1' 0" A-301 3/4" = 1'-0" 3/4" = 1' 0" Approved: DTM of°" A-301 3/4" = 1'-p" p •o N O N --`` N NUCOR BUILDING SYSTEMS NUCOR BUILDING SYSTEMS ,... ,. ;I NG 24 GAGE CFR STANDING SEAM. 24 GAGE CFR STANDING SEAM CA CA PANELROOF , g� w 1' z� POINT ROOF HIGH — Lu a �r ._ ROOF HIGH POINT - , JT. REINF. 0 16 OC VERT. - - FURRING AT 24" O.C. W /.. 3/4„ INSULATION BOARD 3/4" INSULATION BOARD 5/8" GYP � W/ BD. AND..: W/ 5/8" GYP. BD. AND SLAT WALL SYSTEM # 5 VERT. REINF. ® 24" OC. SLAT WALL SYSTEM PREFINISHED ALUMINUM SILL AND SILL PAN WITH SOLDERED N SIDES AND END DAMS 1 : a L, 4 - Z/8„ HAT CHANNEL N - # 5 VERT. REINF. W/ FURRING AT 24" O.C. W/ STANDARD HOOK CSD 24" OC. - :FROI�T TOPOF WAINSCOAT_BOTTOM OF STOROPENING 3/4 INSULATION BOARD— 102'-0" c3 Y 102'-0" W/ 5/8 GYP. BD. AND PRECAST CONC. SPLASH SLAT WALL SYSTEM FINISH AS BLOCK SCHEDULED DECORATIVE FINISH AS rn FLOOR F DECORATIVE WAINSCOT F SCHEDULED FLOOR FINISH AS SCHEDULED 4" CONC. SLAB W/ 4" CONC. SLAB W/ FINISH GRADE 6x6x1.4x1.4 WWM 6x6x1.4x1.4 WWM FINISH GRADE FINISH GRADE 4" CONC. SLAB W/ 6x6x1.4x1.4 WWM FIN. FLR. . - . SIN. FLR. FIN. -FLLR (�, — — — — 100-0" . -e. 100—D C 9. a_° _1 nd •� y' .. - ..-------------------- 'a ---- 41 1( e i ° i i i 9: ° 6 R BARRIER a ° � �� ° 6 MIL VAPOR BARRIER ,' ° 1 d MIL VAPOR L� d „ / ° ,L s„W 16"D / DESIGN BUILD ° _ L= (( (� a e 36"Wx16D a° ° 3 X / d J i J id I a e d a d °, a ° a THICKENED EDGE i d a a THICKENED EDGE THICKENS : G UMN SLAB FOOT web: maidesignbuild.co 6 MIL VAPOR BARRIER ` THICKENED COLUMN SLAB FOOTING. �. REFER i email: info maidesi nbuild.com e FOOTING BEYOND. REFER i REFER TO FOOTING T €, i REFER T RAL '� @ 9 ai' TO STRUCTURAL _i STRUCTURAL/,' TO STRUCTURAL _' SIRUCTU Date: o9-1s-zo» Sheet AL i THICKENED SLAB COLUMN ( ��' ��' Scale; AS SHWN Ln FOOTING BEYOND SEE---------------------------�. L---------------------------------------------------------------� Drawn: JW FOUNDATION PLAN FOR SIZES L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — . 3 WALL SECTION p 4., $„ 16" 32” Checked:- DTM A-301 N WALL SECTION 2 WALL SECTION A 301 3/4" = 1' 0" A-301 3/4" = 1'-0" 3/4" = 1' 0" Approved: DTM of°" A-301 3/4" = 1'-p" p •o NUCOR BUILDING SYSTEMS NUCOR BUILDING SYSTEMS ,... ,. ;I NG 24 GAGE CFR STANDING SEAM. 24 GAGE CFR STANDING SEAM ROOF PANEL PANELROOF , ,, PURLIN _ POINT ROOF HIGH — ._ ROOF HIGH POINT - „ 121 0 121, 0„ :. STUCCO FINISH SYSTEM ON DRAINAGE ., . .. _ MEMBRANE ON FLU I :.: ,..:... MOISTURE BARRIER ON FIBERGLAS SLIP TRACK AT TOP OF ' MAT GYPSUM SU BOARD OVER WALL TO ALLOW. FOR I •- - -—ENGINEERED PRE METAL BUILDING MINIMUM 1" VERTICAL _ . METAL WALL PANEL D LECTION EF Lu Z LU u00 , _ SYSTEMS NUCOR BUILDING - I _ ZPU RLIN a � : AGE CFR STANDING SEAM - _ ROOF PANEL TOP OF OPENING — MIN. R 19 M N I , JT. REINF. 0 16 OC VERT. - - FURRING AT 24" O.C. W /.. 3/4„ INSULATION BOARD 3/4" INSULATION BOARD 5/8" GYP � W/ BD. AND..: W/ 5/8" GYP. BD. AND SLAT WALL SYSTEM # 5 VERT. REINF. ® 24" OC. SLAT WALL SYSTEM PREFINISHED ALUMINUM SILL AND SILL PAN WITH SOLDERED N SIDES AND END DAMS 1 : a L, 4 - Z/8„ HAT CHANNEL N - # 5 VERT. REINF. W/ FURRING AT 24" O.C. W/ STANDARD HOOK CSD 24" OC. - :FROI�T TOPOF WAINSCOAT_BOTTOM OF STOROPENING 3/4 INSULATION BOARD— 102'-0" c3 Y 102'-0" W/ 5/8 GYP. BD. AND PRECAST CONC. SPLASH SLAT WALL SYSTEM FINISH AS BLOCK SCHEDULED DECORATIVE FINISH AS rn FLOOR F DECORATIVE WAINSCOT F SCHEDULED FLOOR FINISH AS SCHEDULED 4" CONC. SLAB W/ 4" CONC. SLAB W/ FINISH GRADE 6x6x1.4x1.4 WWM 6x6x1.4x1.4 WWM FINISH GRADE FINISH GRADE 4" CONC. SLAB W/ 6x6x1.4x1.4 WWM FIN. FLR. . - . SIN. FLR. FIN. -FLLR (�, — — — — 100-0" . -e. 100—D C 9. a_° _1 nd •� y' .. - ..-------------------- 'a ---- 41 1( e i ° i i i 9: ° 6 R BARRIER a ° � �� ° 6 MIL VAPOR BARRIER ,' ° 1 d MIL VAPOR L� d „ / ° ,L s„W 16"D / DESIGN BUILD ° _ L= (( (� a e 36"Wx16D a° ° 3 X / d J i J id I a e d a d °, a ° a THICKENED EDGE i d a a THICKENED EDGE THICKENS : G UMN SLAB FOOT web: maidesignbuild.co 6 MIL VAPOR BARRIER ` THICKENED COLUMN SLAB FOOTING. �. REFER i email: info maidesi nbuild.com e FOOTING BEYOND. REFER i REFER TO FOOTING T €, i REFER T RAL '� @ 9 ai' TO STRUCTURAL _i STRUCTURAL/,' TO STRUCTURAL _' SIRUCTU Date: o9-1s-zo» Sheet AL i THICKENED SLAB COLUMN ( ��' ��' Scale; AS SHWN Ln FOOTING BEYOND SEE---------------------------�. L---------------------------------------------------------------� Drawn: JW FOUNDATION PLAN FOR SIZES L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — . 3 WALL SECTION p 4., $„ 16" 32” Checked:- DTM A-301 N WALL SECTION 2 WALL SECTION A 301 3/4" = 1' 0" A-301 3/4" = 1'-0" 3/4" = 1' 0" Approved: DTM of°" A-301 3/4" = 1'-p" p •o - - - - -- -- MECHANICAL LEGEND co co GENERAL NOTES: W W w w o SCHEDULE FOR 24"x24" CEILING SUPPLY DIFFUSER REFRIGERANT PIPING NOTES C T WO R K SYSTEM SYMBOLS B 0 L S *PRIOR TO SUBMITTING A BID, THE CONTRACTOR SHALL VISIT THE JOB SITE DU TO THOROUGHLY FAMILIARIZE HIMSELF WITH THE EXISTING FIELD CONDITIONS 1. REFRIGERANT PIPING SHALL BE TYPE "K" OR "L" AND PHYSICAL CONSTRAINTS ASSOCIATED WITH THE WORK TO BE ACCOMPLISHED SYMBOL DESCRIPTION SYMBOL NECK CONFLEX NECTION CFM RANGE FINISH REMARKS SOFT DRAWN COPPER TUBING WITH UNDER THIS CONTRACT. WROUGHT COPPER SOLDER TYPE FITTINGS w w X SUPPLY AIR DUCT SECTION (UP/DOWN) 4 WAY BLOW Cpp_1 g~ 6" 0 - 125 OFF-WHITE AO 0 SUITABLE FOR CONNECTION WITH SILVER ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE SOLDER. FOLLOWING CODES AND STANDARDS: 0 0 ® ® FLORIDA ENERGY CODE NFPA-90A Z RETURN, OUTDOOR OR EXHAUST AIR DUCT SECTION (UP/DOWN) CDP-2 8" 8" 126 - 225 OFF-WHITE Q O 2. COOLING COIL DRIP PIPING SHALL BE FLORIDA MECHANICAL CODE 2007 ED, � bi a TYPE "M" COPPER OR SCHEDULE 40 PVC. STANDARDS FOR THE INSTALLATION OF AIRCONDITIONING AND VENTILATING I ® ® CDP-3 10" lo" 226 - 400 OFF-WHITE O Oe PROVIDE 4" DEEP TRAP. SYSTEMS, SMACNA DUCT CONSTRUCTION STANDARDS, ASHRAE 62-2004 ww� co OUTDOOR AIR DUCT SECTION (UP/DOWN) CDP-4 1Y 1Y 401 - 600 OFF-WHITE OA OB 3. PROVIDE ALL VALVES AND SPECIALTIES AS >LJ) > ® ® 2 WAY BLOW SHOWN BY THE DETAILS AND AS REQUIRED *VERIFY FINAL LOCATIONS FOR ROUGH-INS WITH FIELD MEASUREMENTS AND LU LIJ > > CDP-5 14 14 601 - 900 OFF-WHITE O O FOR A COMPLETE OPERATING REFRIGERATION WITH REQUIREMENTS OF THE ACTUAL EQUIPMENT TO BE INSTALLED. ® El EXHAUST AIR DUCT SECTION (UP/DOWN) SYSTEM. CDP-6 16" 16" 901 - 1250 OFF-WHITE O 0 4. VALVES AND SPECIALTIES SHALL BE AS * COORDINATE THE CUTTING AND PATCHING OF BUILDING COMPONENTS TO RETURN, EXHAUST OR TRANSFER AIR FLOW QUADRANT FOLLOWS: ACCOMMODATE THE INSTALLATION OF HVAC EQUIPMENT AND MATERIALS. BLOCK SCHEDULE A. GLOBE VALVES, FORGED BRASS, SUPPLY AIR FLOW F 0 R 24"X24" CEILING RETURN DIFFUSER F U S E R BACKSEAl1NG TYPE 500 PSI *PROVIDE WEATHER PROTECTION FOR ALL EQUIPMENT AND MATERIALS B. CHECK VALVES, FORGED BRASS, STORED ON SITE. 500 PSI N MD [3-/�- MOTORIZED DAMPER FLEX C. SOLENOID VALVES, FORGED BRASS, - SYMBOL NECK CONNECTION CFM RANGE FINISH REMARKS 400 PSI * VENTILATION DUCTWORK SHALL BE SHEET METAL AND INSTALLED IN M co a VD MANUAL VOLUME DAMPER D. REFRIGERANT STRAINERS, BRASS, ACCORDANCE WITH SMACNA. ALL OTHER DUCTWORK SHALL BE AS SHOWN - N 350 PSI, 100 MESH STRAINER ON THE PROJECT PLANS. DUCTWORK INSULATION SHALL COMPLY WITH THE ►� L RD-1 6" 60 0 - 125 OFF-MITE CO O FD FIRE DAMPER - E. MOISTURE INDICATOR, FORGED BRASS, FLORIDA ENERGY CODE. ®a Z RD-2 8" 8" 126 225 OFF-WHITEc0 OPTICAL GLASS, 500 PSI F. FILTER DRYER, STEEL SHELL, *REFER TO ELECTRICAL CEILING GRID LIGHTING PLAN FOR EXACT LOCATION DAMPER 10" 226 -400 OFF-WHITE c OF AIR DISTRIBUTION DEVICES Fort Pierce SD �--�- SMOKE RD-3 10 REPLACEABLE FILTER DRYER " " - 600 OFF-WHITE c 5. REFRIGERANT PIPING JOINT'S: Engineering, Inc. qp ® ACCESS DOOR RD-4 12 12 401 O ALL JOINTS SHALL BE MADE WITH SILVER * PROVIDE ALL DUCT TRANSITIONS REQUIRED TO CONNECT EQUIPMENT SHOWN Dependable Mechanical, Electrical TO DUCT SYSTEMS " 601 - 900 OFF-WHITE cQ SOLDER. THE PIPING SHALL BE CHARGED . & Plumbing Design 14" 14 FLEXIBLE DUCT CONNECTION WITH DRY NITROGEN WHILE CONSTRUCTING C.A. No. 28173 RD-5 DETECTORS ON THE SUPPLY RD-6 16" 16" 901 - 1250 OFF-WHITE Qc THE JOINTS. A REMOVABLE TYPE DRYER * PROVIDE DUCT MOUNTED SMOKE STRAINER SHALL BE INSTALLED IN THE OF ALL AIR HANDLING SYSTEMS 2000 CFM AND GREATER. ELBOW WITH TURNING VANES REMARKS:OTHERWISE SHOWN, METALAIRE 5000, OR EQUAL BY TITUS. LIQUID LINE. A THREE WAY VALVE BY-PASS * PROVIDE AIR BALANCE TO QUANTITIES SHOWN ON THE PLANS. PROVIDE ALL A. ALL SUPPLY DIFFUSERS SHALL BE 4-WAY BLOW UNLESS SHALL BE PROVIDED FOR THE STRAINER, VOLUME DAMPERS REQUIRED TO ACCOMPLISH AIR BALANCE.--SUBMIT BALANCE B. DO NOT INSTALL DAMPER IN DIFFUSERS USE DAMPER AT FLEX TAKE-OFF TO BALANCE AIR FLOW. AFTER THE REFRIGERANT PIPING HAS BEEN REPORT FOR REVIEW WITH 4-WAY BLOW C. ALL RETURN DIFFUSERS SHALL BE METALAIRE RH, OR EQUAL BY TITUS. COMPLETED, THE REFRIGERANT SYSTEM *SYSTEM TEST do BALANCE REPORT TO BE INCLUDED WITH INSTALLATION SUPPLY DIFFUSERSHALL BE PRESSURE TESTED WITH NITROGEN AT A PRESSURE OF 300 PSI PROVIDE REPORT TO OWNER AND ENGINEER FOR REVIEW SPLIT SYSTEM EQUIPMENT SCHEDULE (HIGH SIDE) AND 150 PSI (LOW SIDE). INSTALLATION WILL NOT BE CONSIDERED COMPLETE WITHOUT T&B REPORT WHILE THE SYSTEM IS BEING PRESSURE TESTED, AN ELECTRONIC LEAK DETECTOR SUPPLY DIFFUSER WITH 2-WAY BLOW AIR HANDLERS SHALL BE USED TO CHECK FOR LEAKS. FIBRE DUCT INSTALLATION DETAILS PRESSURE SHALL BE MAINTAINED ON THE DESIGNATION AHU-I THRU 4 AHU-5 AHU-6 AHU-7 SYSTEM FOR A MINIMUM OF 12 HOURS. ort South 7th Street ® 4950 SUPPLY DIFFUSER WITH QUADRANT BLOCK THE SYSTEM SHALL THEN BE EVACUATED Fort Pierce, FL. 4636 TO 2.0 MM MERCURY AND THEN CHARGED Phone: 772 672-4636 PROTOTYPE MANUFACTURER YORK YORK YORK YORK AND MADE READY FOR INSULATION. DUCT CONSTRUCTION NOTES Fax: 772672-4637 SD - SIDEWALL DIFFUSER MODEL ND120 NC090 ND120 ND120 6. PIPING EXPANSION AND VIBRATION ELIMINATION: D 562 562 PROVIDE REFRIGERANT TYPE FLEXIBLE WEIGHT (POUNDS) 562 524 CONNECTIONS AT THE AIR HANDLER AND 1.0 ALL DUCT WORK, DUCT FLEXIBLE D DUCT FLEXIBLE RETURN, TRANSFER OR EXHAUST GRILLE OR REGISTER CONNECTIONS, AND FLEXIBLE DUCT SHALL BE CONSTRUCTED Fo-1 AT THE CONDENSING UNIT. THE AND INSTALLED, AS A MINIMUM, IN ACCORDANCE AND WITH EXHAUST FAN NOM. TONS 10 7.5 10 10 CONNECTORS SHALL BE AT LEAST 12" IN THE STANDARDS AND RECOMMENDATIONS OF "SMACNA" LENGTH AND SHALL BE LOCATED TO LATEST PUBLICATIONS AND STANDARDS. SYSTEM CAPACITY (BTU/HR) 108,000 / 77,400 88,300 / 61,000 108,000 / 77,400 120,000 / 90,000 EFFECTIVELY CONTROL VIBRATION AND TO O ALLOW FOR CHANGES IN PIPE LENGTH. 2.0 ALL DUCT WORK SHALL BE CONSTRUCTED OF 1-1/2' FIBRE ® ROUND CEILING DIFFUSER TOTAL /SENSIBLE ET BOARD EXCEPT EXHAUST DUCTS WHICH SHALL BE SHEET Mw TOTAL AIR FLOW (CFM) 3,200 2,400 3,000 4,000 FIBRE DUCTS SHALL BE CONSTRUCTED WITH 1-1/2' BOARD WITH ANTI-FUNGAL INTERIOR COATING. V) 0 400 500 500 PIPE INSULATION NOTES Q LINEAR DIFFUSER 35 3.0 DUCT HANGERS AND SUPPORTS SHALL COMPLY WITH o AIR FLOW (CFM) �o OUTDOOR SMACNA STANDARDS IN GENERAL, HOWEVER, DUCT in ORIZONTAL CDP-I AIR DEVICE, TYPE AND CAPACITY 0. 811 0.8" 0.8° 0.811 R ROUNDSTRAPS ). DUCTS GREATER THAN LL BE USED UP TO 48' 48 -SHALL BE DIMENSION z " 100 EXTERNAL STATIC PRESSURE 1. THE REFRIGERANT SUCTION LINES SHALL SUPPORTED WITH TRAPEZE HANGERS AND STEEL RODS. z o � COIL EAT'F db/wb 77. / 64.6 7 / 5.7 7 / 65.7 77.5 / 65. BE INSULATED WITH 1" THICK 'ARMOFLEX", �, 0 SQUARE TO ROUND TRANSITION 54.6 / 53.2 54.5 / 53.5 54.6 / 53.2 54.6 / 53.2 OR EQUAL THE SUCTION LINE SHALL BE 0331_ LAT 'F db/wb 4.0 ALL DUCTS SHALL BE OF THE SIZE AND SHAPE AS SHOWN z Q o m o REMAIN 2 H. INSULATED IN ITS ENTIRETY INCLUDING BY CONTRACT DOCUMENTS J ¢ oN w N EXISTING DUCTWORK OR EQUIPMENT TO FAN MOTOR HP 2 H.P. 1.5 H.P. 2 H.P. VALVES AND SPECIALTIES. VALVES AND U N � n SPECIALTIES THAT REQUIRE ACCESS SHALL 5.0 ALL FLEXIBLE DUCTS SHALL COMPLY WITH UL 181. FLEX -, -, - EXISTING DUCTWORK OR EQUIPMENT TO BE REMOVED HEATER, KW STAGES 12KW o 208V / 2 12KW o 208V / 2 12KW o 208V / 2 12KW 0 208V / 2 HAVE SPECIAL REMOVABLE COVERS. DUCTS SHALL NOT BE GREATER IN LENGTH THAN 10'. WHERE 2. ALL INSULATION SHALL BE VAPOR SEALED LENGTHS BEATER THAN 10' ARE SHOWN ON THE PLAN / 50 208 / 3 / 49.9 / 50 208 / 3 / 49.9 / 50 AND BUTT JOINTS OF "ARMOFLEX" SHALL BE INSTALL BEING SERVED.D SHEET METAL TO WITHIN 10' OF THE DEVICE NEW DUCTWORK OR EQUIPMENT208 / 3 / 49.9 / 50 208 / 3 / 47.9 TAPED TO PREVENT INTRUSION AT THE JOINT. ELEC-VOLTS/PHASE/MCA/MOCP 3. SADDLES SHALL BE USED AT ALL PIPE 6.0 SHEET METAL TURNING VANES SHALL BE PROVIDED IN ALL ROOF CENTRIFUGAL FAN, EXHAUST HANGERS TO PREVENT COMPRESSION OF SUPPLY AND RETURN RECTANGULAR DUCT WITH ANGLES O - CONDENSING UNITS (R-41 OA) THE INSULATION. GREATER THAN 30DEG . o® ROOF CENTRIFUGAL FAN, SUPPLY DESfGNATION CU-1 THRU 4 CU-5 CU-6 CU-7 7.0 DUCTWORK PENETRATING FIRE RATED WALLS SHALL BE N EQUIPPED WITH FIRE DAMPERS. NO OPENINGS WITHIN 5' ON n MANUFACTURER YORK YORK YORK YORK EITHER SIDE OF THE FIRE RATED WALL DUCTWORK ON EACH o PROTOTYPE YD120 YD120 ELECTRICAL CONNECTION NOTES SIDE OF A FIRE RATED WALL (5') SHALL BE A MINIMUM OF 26 J ELECTRIC DUCT HEATER MODEL YD120 YC090 w W z m GA. SHEET METAL 2 > o � a UNDERCUT PIPE SIZE, SUCTION/LIQUID, IN. (2) I I/8" / 5/8" 11/8" / 5/8" (2) ! 1500 5/8N (2) I ! 00 5/8° z ' z w WEIGHT (POUNDS) 500 400 1. COORDINATE POWER WIRING AND CONDUIT 8.0 ALL DUCT DIMENSIONS SHOWN ARE CLEAR INSIDE DIMENSIONS 60 208 / 3 / 45 / 60 FROM PANEL THRU FUSED DISCONNECT TO z CONTROL SYMBOLS ELEC-VOLTS/PHASE/M CA/MOCP 208 / 3 / 45 / 60 208 / 3 / 35.5 / 45 208 / 3 / 45 / UNIT WITH ELECTRICAL w U 0 a 0 2 COORDINATE THE FUSED DISCONNECTS DUCT INSULATION NOTES o w 0 0 a ® WITH ELECTRICAL THERMOSTAT - 5'-0" A.F.F. MOUNTING HEIGHT NOTES: - 3. MAKE FINAL CONNECTIONS TO AIR °- a- Co U 1. SYSTEMS THRU 4, 6 a 7 SHALL HAVE DUAL REFRIGERANT CIRCUITS CIRCUITS SHALL STAGE BASED ON COOLING DEMAND. HANDLING UNIT WITH "REENFIELD". MAKE 1.0 ALL INSULATION SHALL COMPLY WITH THE "FLORIDA FINAL CONNECTION TO CONDENSING UNIT ENERGY CODE" LATEST EDITION. ENGINEER SEAL HUMIDISTAT - 5'-0" A.F.F. MOUNTING HEIGHT 2. PROVIDE FR N INDOOR COILS. WITH "UQUIDTITE". FINAL CONNECTIONS 3. PROVIDE "ULTRA-GUARD" COASTAL CORROSION PROTECTION FOR CONDENSER COILS. SHALL BE A MINIMUM OF 3 FT. 2.0 FLEXIBLE DUCTS SHALL SI OF THE LOW PRESSURE FACTORY ��eta1e1*1*fah 4. PROVIDE VENSTAR T6800 TOUCH SCREEN PROGRAMMABLE THERMOSTATS WITH HUMIDITY MODULE FOR "COOLING FOR DEHUMIDIFICATION." 4. ALL WIRING SHALL BE COPPER. SEE FABRICATED TYPE CONSISTING OF A ZINC COATED SPRING �o� V SENSOR ONLY WITH REMOTE SENSOR IN RETURN DUCT UPSTREAM OF O.A. INTAKE. STEEL HELIX NON-PEFORAIED INNER LINING AND 1-1/2* �--•- TEMPERATURE SEN 5. THERMOSTATS SHALL BE SET POINT 0 ELECTRICAL DRAWINGS FOR WIRE SIZE THICK FIBERGLASS INSULATION WITH METALIZED MYLAR 5. CONTROL WIRING SHALL BE RUN IN F� •.•• '.� P CONDUIT. STATIC PRESSURE SENSOR VAPOR BARRIER. o p982 �-_ DUCT SMOKE DETECTOR 6. MECHANICAL CONTRACTOR SHALL BE 3.0 ALL INSULATION SHALL HAVE A MAXIMUM FLAME SPREAD/ r * ° ® 'u RESPONSIBLE FOR CONTROL WIRING. SMOKE DEVELOPED RATING OF 25/50 • "o 1 7�� 7. AIR HANDLING UNIT SHALL BE PROVIDED E of ;p® :' �T �� fVD VOLUME DAMPER WITH SINGLE POINT OF ELECTRIC ENTRY. 4.0 DUCT SUPPORT HANGERS SHALL PASS AROUND THE OUTBID .�,.� . ,� +p• �•` THE INSULATION USING SHIELDS OR SADDLES SO AS NOT TO �'i�S' ••'•� A,'• N�`� AD AUTO DAMPER 8. MECHANICAL CONTRACTOR SHALL PIROVIDE COMPRESS THE INSULATION f';i,SIONA,5 ti�`� f MOTOR STARTER AND HEATER CONTACTORS IN E PE CONTROL PANEL P.E. FNo. 6098E 2 HVAC PIPING LEGEND TtfSE DDCAR,ENTS, ALClXi VITH THE CC<tlCEPTS AND Ot DESLE ILS EXHAUST FAN SCHEDULE MECHANICAL DRAWING INDEX wmaiTwywMA�TNTEN�DD�.r°ERTHESRaIA� PU11W MID CLIENT ff 1 PIERCE ENEdNEERiNG, INC. M YMCN THEY VERS PREPARED, REUSE [R IMPRTPER RELIANCE CN TWSE DUC"S VITW VRTTTEN AUTHaMATIM AND A T UO LM CONDENSER WATER RETURN ADAPTA UTA ETBT PIERCE ENQtEERING TNG Stwu. BE "'Tr° RETURNS-01 g ESC Rt TI N SHEET DESCRIPTION ISSUED PIERCE EN'T �'" � � saw C[PTRTGHim2Dl2, ETBT QtEF.RING, NG L1. ROTS RESERVED,CWR SHEET TITLE CWS CONDENSER WATER SUPPLY ® EF-I GREENHECK SP-13110, 100 CFM W/ BACKDRAFT M-1 HVAC GENERAL NOTES, SYMBOLS a SCHEDULES YES DAMPER - CONNECT TO LIGHT SWITCH. 12OV-10, 1.14A M-2 MECHANICAL HVAC PLAN YES HVAC GENERAL CHWS CHILLED WATER SUPPLY NOTES, SYMBOLS GREENHECK SP-870,50 CFM W/ BACKDRAFT M-3 MECHANICAL HVAC DETAILS YES CHILLED WATER RETURN EF-2 & SCHEDULES CHWR DAMPER - CONNECT TO LIGHT SWITCH. 12OV-Ise, 0.53A HWS HOT WATER SUPPLY GREENHECK CWB-098-4, 300 CFM W/ BACKDRAFT issuE DATE: 03-14-2012 EF-3 DAMPER - PROVIDE MANUAL SWITCH. SIDEWALL HWR HOT WATER RETURN MOUNTED. 1/4 HP 208V-10. DRAWN: EJS APPROVED: EJS - - - - - REFRIGERANT PIPING DRAWING NUMBER CD CONDENSATE DRAIN FROM COOLING COIL DOMESTIC COLD WATER e G GAS PIPING SHEET I OF 3 NOTE: SOME NOTE & SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT. 12004-02 GENERAL NOTES: I. ROUTE CONDENSATE DRAIN FROM EACH AHU TO EXTERIOR WALL, THRU WALL a DOWN. TERMINATE ABOVE GROUND IN GREEN SPACE. PROVIDE 1 1/4' DRAIN FOR AHU I - 5 a 7, In DRAIN FOR AHU-6. 2. ROUTE REFRIGERANT LINES FROM EACH AHU THRU ROOF TO RESPECTIVE CIU. 3. PROVIDE MOTORIZED DAMPER IN O.A. INTAKE. DAMPER TO OPEN TO SET VOLUME POSITION WHEN RESPECTIVE SYSTEM CYCLES ON, CLOSE WHEN SYSTEM CYCLES OFF. 4. LOCATE FILTERS IN AHU HOUSING - NO FILTERS IN RETURN GRILLS. 5. DUCTWORK FOR SYSTEMS I THRU 5 SHALL BE EXPOSED FIBER -DUCT a SUPPLY DIFFUSERS SHALL HAVE HARD INSULATED METAL DUCT FROM MAIN TRUNK TO DEVICE. THERE IS NO CEILING IN THESE AREAS a DEVICE SHALL BE SUPPORTED BY SUSPENDED HARD DUCT (EXCEPT FOR RESTROOMS a HALL AREA WHICH HAVE A CEILING - DEVICES SHALL BE FED BY FLEX -DUCT). 6. SYSTEMS 6 a 7 SHALL BE INSTALLED WITH OPEN SUPPLY a RETURN PLENUM AS INDICATED - DUCTWORK a AIR DEVICES TO BE COMPLETED UPON FUTURE TENANT BUILD -OUT. 7. RETURN GRILLS FOR SYSTEMS I THRU 5 SHALL BE EXPOSED, SUPPORTED BY RETURN DUCT. 8. COORDINATE EXACT AIR DEVICE LOCATIONS WITH LIGHTING LAYOUT. KEY T O RESERVED. O OP E P UM. O CONDENSING UNITS RACK MOUNTED ON ROOF. ® 6'a EXHAUST UP TO ROOF JACK. O LOCATE SIDEWALL EXHAUST HIGH ON WALL. 0 GREENHECK EHH-601D 24'x24' SCREENED INTAKE LOUVER WITH RAINSTOPS a GUTTERS. INSTALL PER MANUFACTURER'S DIRECTIONS. LOCATE HIGH IN WALL. DOOR AIR CALCULATIONS AHU I THRU 4 75 PPL MAX. AVG. OCC. x 16 CFM = 1200 CFM O.A. 1400 CFM O.A. PROVIDED (350 CFM EACH AHU) AHU-5 20 PPL MAX. AVG. OCC. X 17 CFM = 340 CFM O.A. AHU-6 50 PPL MAX. AVG. OCC. X 10 CFM = 500 CFM O.A. 500 CFM O.A. PROVIDED AHU-7 50 PPL MAX. AVG. OCC. X 10 CFM = 500 CFM O.A. 500 CFM O.A. PROVIDED 1500 SQ. FT. X 0.12 CFM / SQ.FT. = 180 CFM O.A. 300 CFM O.A. PROVIDED VIA EXHAUST. 00 W Wrr W O O O W rr Z W W W o- 0_ a- ti i W W W _LO In V) W W W X X X I NI N l o on ENEEMEMB Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 M w I- U) 1= a w w� �O �LL �w ory LLD u 'L O Z A 0 ca w O w 0) U N:2Tn •�`�'��SVl�B �'si 0 60982 a s ; °� • (r a $T" F�• -(04' 0 s� �•t �,� s/ONA1.'� 0 Eric J.1�vb�id&W PE P.E. No. 60982 THESE MUPHENTS, &M WITH THE MWTS AND OR DESIGNS PRESENTED HEREIN ARE INTENDED QD.Y FOR THE SPE= NOW AND MEW OF FMT PIERCE ENGINEERING, INC. FM WHO THEY WERE PREPARED. REUSE M DFRWER RELIANCE ON THESE DDCLIFHTS WITOff VWTEN AUTIiatT UM AND ADAPTATRN BY FORT PIKE ENGIEERMG, DC. SHAU DE WITIOUT LIABILITY M THE SANE. COPYRIGHT ©M FWT PUM ENGINEERING, INC, &L RIGHTS RESERVED. SHEET TITLE HVAC PLAN ISSUE DATE: 03-14-2012 1 DRAWN: EJS APPROVED: EJS I DRAWING NUMBER I � [ImA' swo) SHEET 2 OF 3 12004-02 Tn rn D N � W w z > J m J LL Q Q O Q' � a J z U z > O a WU a� O Q; w w f.r d Co U ENGINEER SEAL •�`�'��SVl�B �'si 0 60982 a s ; °� • (r a $T" F�• -(04' 0 s� �•t �,� s/ONA1.'� 0 Eric J.1�vb�id&W PE P.E. No. 60982 THESE MUPHENTS, &M WITH THE MWTS AND OR DESIGNS PRESENTED HEREIN ARE INTENDED QD.Y FOR THE SPE= NOW AND MEW OF FMT PIERCE ENGINEERING, INC. FM WHO THEY WERE PREPARED. REUSE M DFRWER RELIANCE ON THESE DDCLIFHTS WITOff VWTEN AUTIiatT UM AND ADAPTATRN BY FORT PIKE ENGIEERMG, DC. SHAU DE WITIOUT LIABILITY M THE SANE. COPYRIGHT ©M FWT PUM ENGINEERING, INC, &L RIGHTS RESERVED. SHEET TITLE HVAC PLAN ISSUE DATE: 03-14-2012 1 DRAWN: EJS APPROVED: EJS I DRAWING NUMBER I � [ImA' swo) SHEET 2 OF 3 12004-02 STAINLESS STEEL BAND 3' SHAFT INSERT INSULATION a:Z511F.F.Yr, ., f . :''7 WK 3 W, I 0A . BUTTERFLY DAMPER OPERATOR ON 1 1/2' STAND-OFF TO ALLOW FOR INSULA11ON USE ROUND SHEET METAL - DUCT HERE TO LIMIT FLEX DUCT TO 10'-0' IN LENGTH 6'SADDLE - DIRECTION OF AIR I FLOW BRANCH DUCT I I I I 1 1/2' STRAPS TO STRUCTURE 11 INSULATED FLEX DUCT I I I RADIUS NOT LESS THAN 1 1/2'x DUCT DIA. 3' SHAFT INSERT STAINLESS STEEL BAND INSULATE BELLS I J L CEILING CEILING DIFFUSER (TYP-) NOTE: USE BORDER TYPE 1 WHERE IN HARD CLGS. - BORDER TYPE C WHEN EXPOSED ' TAKE -OFF FITTING CEILING DIFFUSER. SECURE FLEX DUCT TO TAKE -OFF INSULATE BELLS. SEE HVAC FLOOR FITTING WITH STAINLESS STEEL SCREW DRIVER OPERATED BAND PLAN FOR LOCATION I OF DIFFUSER. FLEXIBLE DUCT STRAP It I - - - 1--- - L - -- - -- - - - --- - - - - - THREADED ROD (TYP.) HEATER SECTION--\ COOLING ® COIL � z:-- SUPPLY O S AIR ✓ ) FLEXIBLE CONNECTION GALV. 6" SPRING ' ISOLATORS (TYP.) COND. DRAIN SEE PLUMBING THREADED CAP WITH % "O HOLE DRILLED IN TOP, HAND TIGHTENED. SLOPE TO DRAIN UPPER ATTACHMENTS IN ACCORDANCE WITH SMACNA DETAILS SPRING VIBRATION ISOLATORS (TYP.) DUCTWORK AND FLEXIBLE CONN. AS REQUIRED SEE DRAWINGS. u in i II III ! IF RETURN II 1 °R I REMOVABLE FILTER AUX. DRAIN PAN. TRAP VRERIG. PIPING. THREADED CAP, HAND TIGHTENED AIR HANDLER UNIT DAMPER CEILING NOTE: SADDLE 11f 1 1. FILL TRAP MANUALLY ON INITIAL START-UP. DRAIN PAN CASING SLEEVE UNION w w a U) U) x LU w V) w o CONDENSING UNIT HURRICANE CABLE MIN. 3 FT. SPACING COMPRESSOR z z BETWEEN UNITS ACCESS o 0 PANEL N Crcc Z bi LU —R-6" ALUM a `n BEAMS o w COIL In L GUARD Wo ALUM. CONDENSOR COIL 4-41 REFRIGERANT GAGE CONNECTIONS 01 BACK SEATED / REFRIGERANT VALVES N RAILS I Uj REFRIGERANT N o SUCTION LINE — ti J REFRIGERANT ®_ a LIQUID LINE Z SIGHT Fort Pierce MOISTURE LGLASS INDICATOR Engineering, Inc. SEE ENLARGED Dependable Mechanical, Electrical TIE DOWN DETAIL & Plumbing Design (THIS SHEET) NOTE: C.A. No. 28173 INSTALL "MASON" STYLE WM NEOPRENE WAFFLE 5/16" THICK VIBRATION ISOLATION PADS BETWEEN UNIT AND RAILS. BOLT UNITS TO RAILS W/ 3/8"o STEEL FUSED DISCONNECT BOLTS - I AT EACH CORNER. NOTE: IN 3R ENCLOSURE BOLT LEGS TO ROOF IN PITCH POCKETS W/ 1/2"m BOLTS, 4 PLACES 3/8" EYE ISOLATION O.C. 8N TIE UNIT TO RAILS BOLT PAD DETAIL OF ROOF -TOP CONDENSING UNIT INSTALLATION 2. PIPE SIZE SHALL NOT BE LESS THAN DRAIN PAN CONNECTION SIZE. ' 11/2' 3. A = 12 TIMES FAN SUCTION S.P. INSULATION Z NOTE: USE BORDER TYPE 1 B = %2" PLUS FAN DISCHARGE S.P. WHERE IN HARD CLGS. - 4. ALL CONDENSATE PIPING TO BE PVC. BORDER TYPE C WHEN EXPOSED 5 INSULATE ALL DRAIN LINES WITH X" ARMAFLEX [C�_1h Y" AIRCRAFT CABLE- 2 CABLES STRAPPED OVER UNIT -WITH EYE BOLT AT EACH CORNER TIE DOWN DETAIL L— PROVIDE GASKET BETWEEN TAKE OFF 2 FITTING AND BRANCH DUCT. A I FLEX DUCT CONNECTION DETAILS SCALE =(N.T.S.) B HORIZONTAL AHU & CONDENSATE TRAP DETAIL SCALE =(N.T.SJ C I AIR COOLED CONDENSING UNIT RACK MOUNT DETAIL SCALE = (N.T.S.) SECURE TO STRUCTURE ABOVE AS RECOMMENDED BY SMACN4 1 22 GA GALV. METAL STRAP D yV o -SHEET METAL SCREW, RIVET OR BOLT TO BOTH SIDES OF DUCT. TYPE 'A' DUCT SCHEDULE DUCT DIMENSIONS TYPE INCHES HANGER UP TO 18 A 19 TO 30 A/B 30 TO 60 B NOTE: 8'-0" MAX HANGER SPACING 3/8" DIA. THREADED STEEL HANGER ROD SEE PLAN FOR EXHAUST DUCT CONTINUATION AND TERMINATION ff DUCT SLEEVE-- EXHAUST LEEV EXHAUST DUCT FLEX. CONNECTION CABINET FAN TO EXHAUST FAN SECURE TO STRUCTURE ABOVE AS RECOMMENDED BY SMACNA HANGER ROD L TYPE '�_T' XIXX�' GALVANIZED ANGLE UPPER ATTACHMENTS IN ACCORDANCE WITH SMACNA DETAILS RUBBER -IN -SHEAR VIBRATION ELIMINATORS (TYPICAL FOR ALL 4 HANGER RODS) CEILING EXHAUST FAN CEILING GRILLE D I DUCT SUPPORT / CEILING EXHAUST FAN DETAIL SCALE _ (N.T 0 pp� 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 O O M w F_ D U) �a wo wcr- �O Q uu- z w Ir - LL_ z Q 0 ED w OJa) ¢ w U EIN N M rn CV 0 M > J J LLJ W w z m O J zz NY LL o fz Q wU W Q U w W GQ co ENGINEER SEAL 0 ♦� # ; N 0982 ® -A d SAT ss 0. Es/ONA1.�4;t�1• Eric gtt 3064ma, PE P.E. No. 60982 THESE DO MM, &M VITH THE CONCEPTS Na Ot DESIGNS PRESENTED MtM AAE DtTEIOED OLY FM THE SPECIFIC PURPOSE AND CLIENT OF FORT PIERCE EEGINEERTEG, W_ FOR MUCH THEY VERE PREPAREA REUSE OR DD'ROPER RELIANCE ON THESE DMLM MS VITNEUT VRInEN AUTH WMTION AND ADAPTATION BY FORT PIERCE ENG[tEEHONG, DRC SHALL BE VITH IUT LIABILITY TO THE SAES eM FORT POM DrrwMUA INC. ALL RIGHTS RESERVED, SHEET TITLE MECHANICAL DETAILS ISSUE DATE: 03-14-2012 DRAWN: EJS APPROVED: EJS DRAWING NUMBER M-3 SHEET 3 OF 3 12004-02 a II E L E.- T R I C A L LEGEND I. THE TOTAL ELECTRICAL INSTALLATION MUST MEET THE REQUIREMENTS 32, WITHIN 30 DAYS OF ELECTRICAL SYSTEM ACCEPTANCE BY THE AHJ, THE CONTRACTOR BASIC MATERIALS BASIC MATERIALS CONT. FIRE ALARM/DETECTION SYSTEM TELEPHONE/DATA SYSTEM OF THE 2008 EDITION OF THE NATIONAL ELECTRICAL CODE. SHALL PROVIDE THE BUILDING OWNER AN OPERATING AND MAINTENANCE MANUAL FOR ALL 2. MATERIALS AND EQUIPMENT INSTALLED SHALL BE ENTIRELY NEW, UNLESS ELECTRICAL SYSTEMS INSTALLED IN ACCORDANCE WITH THESE PLANS THAT REQUIRE SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION OTHERWISE NOTED, AND SHALL MEET U.L. REQUIREMENTS. MAINTENANCE. AT A MINIMUM, THE MANUAL SHALL INCLUDE: PHONE/DATA OUTLETS MOUNTED AT RECEPTACLE A. EQUIPMENT RATING AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT :: AUTOMATIC TRANSFER SWITCH 0 MANUAL PULL STATION HEIGHT UNLESS OTHERWISE NOTED. 3. EQUIPMENT SHALL BE OF MATERIALS SUITABLE FOR AND RATED FOR THE REQUIRING MAINTENANCE. Sa SINGLE POLE SWITCH ENVIRONMENT IN WHICH THEY ARE TO BE INSTALLED. B. OPERATION MANUALS AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT (SUBSCRIPT INDICATES ITEM CONTROLLED) 30AR NON-FUSED DISCONNECT SWITCH, SIZE a # OF POLES CEILING SMOKE DETECTOR, PHOTOELECTRIC C = ABOVE THE COUNTER M = NUMBER OF DATA PORTS, DEFAULT = 1 4. CONTRACTOR TO INSTALL A COMPLETE ELECTRICAL SYSTEM FOR LIGHTING REQUIRING MAINTENANCE. REQUIRED ROUTINE MAINTENANCE MAINTENANCE ACTIONS o S3 THREE-WAY SWITCH NF NF DENOTES NON-FUSED TYPE UNLESS OTHERWISE NOTED N = NUMBER OF PHONE PORTS, DEFAULT = I AND POWER FROM THE POINT OF ATTACHMENT OF THE POWER COMPANY SHALL BE CLEARLY IDENTIF{ED. Z S4 FOUR-WAY SWITCH AR DENOTES AMP RATING OF SWITCH E = ELEVATOR WITH RECALL CONTACTS TO AND THROUGH THE EXTERIOR WIREWAY, METER ENCLOSURES, MAIN C. NAMES AND ADDRESSES OF AT LEAST ONE QUALIFIED SERVICE AGENCY. W Sp SINGLE POLE SWITCH WITH PILOT LIGHT FUSED DISCONNECT I =IONIZATION M DATA OUTLET, 8P8C SERVICE DISCONNECTS, AND BRANCH -CIRCUIT PANELS TO AND INCLUDING 30AR AR DENOTES AMP RATING OF SWITCH ALL OUTLETS, DEVICES AND EQUIPMENT FURNISHED BY OTHERS AS MAY SWP SINGLE POLE SWITCH WITH WEATHERPROOF COVER 20AF AF DENOTES AMP FUSE SIZE DUCT SMOKE DETECTOR O N PHONE OUTLET, RJ II BE REQUIRED. S SPRING WOUND WALL SWITCH TIMER (30 MIN.) MCP DENOTES FUSE PER MANUFACTURER RECOMMENDATIONS R = RETURN 33. WORKMANSHIP MATERIALS AND APPARATUS UNDER THIS CONTRACT SHALL BE WST S = SUPPLY ACCEPTANCE WORKMANSHIP, MATERIALS PERIOD ONE YEAR FROM THE DATE OF FINAL 5. CONTRACTOR TO COMPLETE ALL WORK INCIDENTAL TO MECHANICAL o SK SINGLE POLE KEY SWITCH SIZE f_ # OF POLES M N COMBINED DATA/PHONE OUTLET, 8P8C/RJII TRADES FOR A COMPLETE INSTALLATION INCLUDING CONTROL WIRING 1 \ ® SUPERVISED CONTROL RELAY MOTOR STARTERS, DISCONNECT SWITCHE§ AND EQUIPMENT GROUNDS. DS S3K THREE-WAY KEY SWITCH ®J 30/3 3R COMBINATION MAGNETIC MOTOR STARTER, SIZE a # OF POLES 3 POLE UNLESS OTHERWISE NOTED 6. CONTRACTOR TO MAKE NECESSARY PROVISIONS FOR THE INSTALLATION 34. GREATER THAN 8096 NONLINEAR LOADS: SHARED NEUTRALS AND ROUE S4K FOUR-WAY KEY SWITCH DUCT SMOKE REMOTE ALARM INDICATING LAMP, TELEPHONE OUTLET FLOOR MOUNTED OF TELEPHONE, DATA AND FIRE ALARM SYSTEMS INCLUDING RACEWAYS, ARE NOT PERMITTED FOR SINGLE PHASE CIRCUITS. KEY ENCLOSURE NEMA RATING. W/ TEST SWITCH, WALL MOUNTED 721 AFF ® CABINETS, PULL BOXES AND OUTLETS. SEE SHOP DRAWINGS FOR EACH SL SINGLE POLE SWITCH WITH SECURITY LOCKING NEMA STARTER SIZE TTB SYSTEM FOR ADDITIONAL DETAILS AND INSTRUCTIONS. SSV LOW VOLTAGE SWITCH 35. A. WORKING CLEARANCES FOR ELECTRICAL EQUIPMENT SHALL BE IN COMPLIANCE WITH 'S FAN CITY #423LW OR EQUAL ......... .......... BRANCH CIRCUIT PANEL BOARD, UNDER 250 VOLTS, � REMOTE INDICATING LAMP FIRE ALARM WITH TEST SWITCH TELEPHONE/COMPUTER TERMINAL BOARD 7, CONTRACTOR SHALL FURNISH AND INSTALL ALL FIXTURES COMPLETE NEC 110. N SF CEILING FAN/LIGHT CONTROL, DAN SURFACE MOUNTED WALL MOUNTED 72' AFF AS LISTED IN THE "LIGHTING FIXTURE SCHEDULE". B. THE EXCLUSIVELY -DEDICATED SPACE EXTENDING FROM FLOOR TO STRUCTURAL � ..... WHITE COLOR MOTOR RATED SNAP SWITCH, IHP MIN., 20A, 120/277V BRANCH CIRCUIT PANEL BOARD, UNDER 250 VOLTS, 1Ta...._..... TELEPHONE TERMINAL CABINET CEILING WITH A WIDTH AND DEPTH OF THE PANEL BOARD OR SWITCHBOARD MUST BE SM __..�... _ F COMBINATION AUDIBLE/VISUAL 8. PANELBOARDS AND DISCONNECT SWITCHES SHALL HAVE COPPER BUS. o t LEVITON 1121-2 OR EQUAL FLUSH MOUNTED ,.-._-..-._.-...-. , CLEAR OF ALL PIPING, DUCTS OR EQUIPMENT FOREIGN TO THE ELECTRICAL CD NOTIFICATION DEVICE EQUIPMENT OR ARCHITECTURAL APPURTENANCES IN ACCORDANCE WITH NEC 408. SMP MANUAL MOTOR STARTER WITH OVERLOAD HEATERS AND ....... XX .......... BRANCH CIRCUIT PANEL BOARD, OVER CD = CANDELA . 250 VOLTS, A RATING T 9. ALL PANELS, DISCONNECTS, TIME CLOCKS, AND CONTACTORS SHALL BE Q Z PILOT LIGHT .. SURFACE MOUNTED TELEPHONE SYSTEM RACEWAY LABELED WITH A PERMANENT ENGRAVED LABEL. IDENTIFICATION ON THE DIMMER SWITCH SS FIRE ALARM SPEAKER -CEILING MOUNTED LABEL MUST CONFORM TO THESE ELECTRICAL DRAWINGS. 36. WHEN ELECTRICAL BOXES ARE LOCATED IN VERTICAL FIRE -RESISTIVE ASSEMBLIES, S p (CLASSIFIED AS FIRE/SMOKE AND SMOKE PARTITIONS), THEY SHALL BE INSTALLED Fort Pierce 0500 WATTS UNLESS OTHERWISE INDICATED) ,.y., BRANCH CIRCUIT PANEL BOARD, OVER 250 VOLTS, XXCD CD = CANDELA RATING TELEVISION RACEWAY SYSTEM 10. TYPEWRITTEN CIRCUIT IDENTIFICATION SHALL BE INSTALLED IN ALL WITHOUT AFFECTING THE FIRE CLASSIFICATION. ALL OF THE FOLLOWING CONDITIONS Engineering, Inc. STD SINGLE POLE SWITCH -TIME DELAY FOR EXHAUST FAN/LIGHTS FLUSH MOUNTED BRANCH CIRCUIT CONDUIT CONCEALED ABOVE CEILING OR IN WALL. -� WALL MOUNTED SPEAKER WITH STROBE WITH NECCARDS, EACH BREAKER HAVING A DISTINCTIVE DESCRIPTION COMPLYING SHALL BE MET: Dependable Mechanical, Electrical � DUPLEX RECEPTACLE, 5-20R UNLESS OTHERWISE NOTED CONDUIT SHALL INCLUDE PHASE, NEUTRAL AND GROUND CONDUCTORS CD =CANDELA RATING WITH N408.3(F). IF PRESENT, THE FIRE ALARM CONTROL PANEL BREAKER &Plumbing Design XXCD AND ITS DESCRIPTION SHALL HAVE A CLEARLY VISIBLE RED MARKING. C.A. No. 28173 AS REQUIRED FOR CIRCUITS (UNLESS OTHERWISE NOTED). D TELEVISION OUTLET FOR ANTENNA A. ALL ELECTRICAL BOXES SHALL BE METALLIC. 8- SINGLE 5-20R RECEPTACLE, T DENOTES TWIST -LOCK BRANCH CIRCUIT CONDUIT CONCEALED IN SLAB, .� FIRE ALARM SPEAKER -WALL MOUNTED -QN 'TELEVISION SIGNAL WALL OUTLET II. MAIN DISCONNECTS SHALL HAVE PAD -LOCKING AND SEALING PROVISIONS. B. BOX OPENING SHALL OCCUR ONLY ON ONE SIDE OF FRAMING SPACE. UNDERGROUND OR UNDER FLOOR. XXCD CD = CANDELA RATING METER CENTERS SHALL PERMIT AN OVERHEAD OR UNDERGROUND SERVICE � SURGE PROTECTION TYPE (TVSS) �N�N DISTRIBUTION SYSTEM RACEWAY ENTRANCE. THE MAIN BREAKER OR FUSIBLE DISCONNECT SHALL BE A C. BOX OPENING SHALL NOT EXCEED 16 SQUARE INCHES. SP QUICK -MAKE, QUICK -BREAK, LOAD -BREAK DEVICE. DUPLEX RECEPTACLE FIRE ALARM SPEAKER WITH STROBE - CEILING MOUNTED ,-'---'-,BRANCH CIRCUIT CONDUIT EXPOSED QF D. ALL CLEARANCES BETWEEN OUTLET BOX AND GYPSUM BOARD SHALL BE ® PEDESTAL MOUNTED RECEPTACLE �I{-- GROUND OR GROUND ROD AS NOTED CD =CANDELA RATING ® MAGNETIC LOCK 12' W�SE SHOWN AND/OR REQUIRED BY CODECHEDULE 40 PVC UNLESS OTHER - COMPLETELY FILLED WITH JOINT COMPOUND (OR OTHER APPROVED MATERIAU. FLOOR OUTLET BOX AND DUPLEX RECEPTACLE VISUAL SIGNALING UNIT, WALL MOUNTED . CCN CAMERA W/ CONDUIT TO VIDEO ® EM EMERGENCY BRANCH CONDUIT (NO AUDIO DEVICE) �� JUNCTION BOX 13. COFNC('ISHALRLABEOUSEDRFOR CONNECTIONS TS•AIR•hANDLING UNITS,80 PVC. E. INTEGRITY OF WALL THEWALLAROUND RATNG SHALL BLARGER E MAINTAINED. SQUARE INCHES. THE WITH APPROPRIATE FLANGE. �_ _� -0UP CONDUIT TURNING UP CONDENSING UNITS, WATER HEATERS AND OTHER EQUIPMENT. FLOOR OUTLET BOX WITH DUPLEX RECEPTACLE �P FIREMAN'S PHONE JACK PAN/ TILT/ ZOOM CCN CAMERA W/CONDUIT MC CABLE SHALL BE USED FROM 'J -BOXES' IN CEILING TO SWITCHES, F. THE TOTAL AGGREGATE SURFACE AREA OF THE BOXES SHALL NOT EXCEED 100 AND ONE COMBINATION W/ VOICE/DATA OUTLET PTZ TO VIDEO JUNCTION BOX -MOUNTED MIN 15' RECEPTACLES AND BETWEEN DEVICES. SPARE CONDUITS SHALL HAVE A PULL SQUARE INCHES PER 100 SQUARE FEET. -CDN CONDUIT TURNING DOWN SPRINKLER TAMPER AFF OR o CEILING WIRE INSTALLED. FLOOR OUTLET BOX WITH TWO DUPLEX RECEPTACLES SWITCH CONNECTION G. OUTLET BOXES LOCATED ON OPPOSITE SIDES OF FIRE -RESISTIVE ASSEMBLIES AND ONE COMBINATION W/ VOICE/DATA OUTLET ] CONDUIT STUB SHALL BE SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF 24 INCHES. ort South 7th Street I4. CONDUCTORS SHALL BE THHN/THWN EXCEPT WHERE SPECIFIED OTHERWISE ON Fort Pierce, FL. 4636 © POKE THRU SPRINKLER WATER FLOW THE DRAWINGS. CONDUCTORS NO. 8 AWG AND LARGER SHALL BE JOINED BY H. OUTLET BOXES SHALL BE SECURELY FASTENED TO WALL FRAMING MEMBERS. Phone: 772 672-4636 -2 CONDUIT CONTINUED FS SWITCH CONNECTION SYNCHRONOUS MASTER CLOCK SYSTEM AN APPROVED PRESSURE CONNECTOR. CONNECTION TO GROUND CONDUCTORS Fax: 772672-4637 MPP POWER POLE �. NO. 1/0 AWG AND LARGER SHALL BE CAST BY FUSIBLE METAL PROCESS. ALL I. THE OPENING IN THE GYPSUM BOARD FACING SHALL BE CUT NOT TO EXCEED 1/8 FLEXIBLE CONDUIT SINGLE POLE SWITCH/RECEPTACLE COMBINATION FP FIRE ALARM SYSTEM PRINTER CONDUCTORS MUST BE INSTALLED IN CONDUIT OR CABLE. CONDUCTORS IN PANELS INCH BETWEEN THE EDGES OF THE OUTLET BOX AND THE EDGES OF THE OPENING. g EXISTING TO BE REMOVED -0 SYNCHRONOUS SYSTEM CLOCK SHALL HAVE THEIR FACTORY LABELS VISIBLE TO A PERSON IN THE WORKING SPACE. DUPLEX RECEPTACLE WITH EACH HALF ON SEPARATE CIRCUIT p ZONE ADDRESSABLE MODULE !BREAKER SHALL BE TWO POLE WITH COMMON TRIP) EXISTING TO REMAIN 15. NO CONDUCTORS SMALLER THAN 12 AWG SHALL BE USED FOR POWER AND FATC LIGHTING. ALL CONDUCTORS SHALL BE COPPER. DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER ® ELECTROMAGNETIC DOOR HOLD OPEN DEVICE )BASTER CLOCK CONTROL PANEL EXISTING AFFECTED BY THIS PROJECT ...... . . 16. COLOR CODE FOR 208Y/120V 3m SYSTEM SHALL BE: BLACK, RED, BLUE, WHITE, o DUPLEX SAFETY RECEPTACLE MOUNT - - - FUTURE ELECTROMAGNETIC DOOR HOLD OPEN DEVICE 8 GREEN. o ®H CONNECTION TO CLOSURE/ HOLDER �� MASTER CLOCK SYSTEM CONDUIT AND WIRING COVERLETS WITH SPANNER HEAD SCREWS w NEW DUPLEX RECEPTACLE WITH TOP HALF SWITCHED ELECTROMAGNETIC DOOR HOLD OPEN DEVICE 17. CONTRACTOR SHALL VERIFY WITH ARCHITECT FOR DETAILED DIMENSIONS ELECTRICAL ABBREVIATIONS `n H CONNECTION TO CLOSURE/ HOLDER INCLUDES DETECTOR DOORBELL SYSTEM AND LOCATIONS OF OUTLETS AND EQUIPMENT AND FOR ANY REVISIONS W o GFI RECEPTACLE (EWC DENOTES ELECTRIC LIGHTING IN LAYOUT. WATER COOLER. COORDINATE WITH EWC CEILING HEAT DETECTOR 135 F UNLESS OTHERWISE m GFI: GROUND FAULT PROTECTION NL: NIGHT LIGHT � o EWC INSTALLER FOR MOUNTING HEIGHT) � INDICATED. 18. MOUNT WALL SWITCHES 44" ABOVE FINISHED FLOOR UNLESS OTHERWISE WP: WEATHER PROOF UON: UNLESS OTHERWISE NOTED � � � • AOR PUSH-BUTTON STATION NOTED ON DRAWING. GANG SWITCHES WHEREVER PUSIBLE. VP: VAPOR PROOF AFF: ABOVE FINISHED FLOOR }- FLUORESCENT STRIP FIXTURE IG: ISOLATED GROUND AFG: ABOVE FINISH GRADE � w WPB GFI RECEPTACLE. WP DENOTES WEATHERPROOF COVER. FIXTURE- A BEAM DETECTOR - TRANSMITTER WP = WEATHERPROOF 19. SWITCHES SHALL BE TOGGLE TYPE, !20 VOLT 20A COMMERCIAL SPECIFICATION p: PAY TELEPHONE BFC: BELOW FINISHED CEILING o x FLUORESCENT FIXTURE GRADE, UNLESS OTHERWISE NOTED. SWITCHES SHALL BE WHITE IN COLOR. SA: SMOKE/CO ALARM LOAD SN: SOLID NEUTRAL U_ o DESIGNATION � BEAM DETECTOR - RECEIVER DB DOORBELL CHIME (SELF CONTAINED) L: LIGHTING LOAD GFI RECEPTACLE MOUNTED ABOVE COUNTER CIRCUIT 2 0 -LOWER CASE LETTER INDICATES CONTROL CIRCUIT SWITCH LEG 20. RECEPTACLES SHALL BE LOCATED 18' ABOVE (FINISHED FLOOR TO CENTER LINE F: FAN LOAD w A o m rn FACP OF DEVICE, UNLESS OTHERWISE NOTED. ABOVE -COUNTER RECEPTACLES SHALL R: RECEPTACLE LOAD _ N Uj � TWO DUPLEX RECEPTACLES WITH COMMON COVER NUMBER FLUORESCENT FIXTURE _..__, m..,.,.,, FIRE ALARM CONTROL PANEL DB BE MOUNTED 6' ABOVE BACK SPLASH TO CENTERLINE OF DEVICE. >< � � COORBELL SYSTEM CONDUIT AND WIRING ELECTRICAL DRAWING INDEX DIAGONAL SHADING DENOTES EMERGENCY LIGHT FIXTURE. 21. COVER PLATES SHALL BE WHITE PLASTIC, UNLESS OTHERWISE NOTED. TWO DUPLEX RECEPTACLES WITH COMMON COVER FATC MOUNTED ABOVE COUNTER FLUORESCENT WRAP AROUND OR SURF............ FIRE ALARM TERMINAL CABINET RECEPTACLES WITH PLASTIC COVER PLATES SHALL BE MOUNTED SUCH ACE MOUNTED FIXTURE THAT THE GROUND PIN IS MOUNTED DOWN, UNLESS OTHERWISE NOTED. ISOLATED GROUND DUPLEX RECEPTACLE, FLUORESCENT WALL MOUNTED FIXTURE WITH WALL OUTLET BOX FAAP - MOUNTED DOR CONTROL SYSTEM RECEPTACLES WITH MOUNT DVUP UNLESS SHALL BE MOUNTED SUCH THAT SHEET DESCRIPTION ISSUED 1 (ORANGE DEVICE) _ FIRE ALARM ANNUNCIATOR PANEL FLUSH MOU O HID, INCANDESCENT OR FLUORESCENT WALL MOUNTED FIXTURE 22, ALL NEW 125V RECEPTACLES SHALL BE NEMA 5-20R AND SHALL BE E -I.0 ELECTRICAL LEGEND, NOTES 8 ABBREVIATIONS Yes DUPLEX RECEPTACLE HID, FLUORESCENT, OR INCANDESCENT FIXTURE -F-FIRE ALARM SYSTEM CONDUIT AND WIRING UL LISTED TAMPER-RESISTANT TYPE. COLOR SHALL BE WHITE. E-I.I SITE LIGHTING / POWER PLAN Yes MM TICK MARKS SHOWN ON ANY DEVICE REPRESENTS RECEPTACLE ® MOTION DETECTOR 360 CONNECTED TO THE EMERGENCY CIRCUIT (RED DEVICE) TYPICAL FLUORESCENT, OR INCANDESCENT WALL WASHER. -� FIREMAN'S ELEVATOR WARNING LIGHT 23. ELECTRIC MOTORS SHALL COMPLY WITH THE ENERGY POLICY ACT OF 1992. E-1.2 SITE LIGHTING PHOTOMETRIC ANALYSIS Yes rn FOR ANY DEVICE !N LEGEND CR CARD READER WHERE APPLICABLE PER FBC TABLE 505.7.5. E-2 ELECTRICAL POWER SYSTEMS PLAN Yes J - ACCENT FLOOD LIGHTING - AIMING AS INDICATED 0 DIGITAL KEYPAD C CLOCK RECEPTACLE EXIT LIGHT FIXTURE BALANCED MAGNETIC DOOR CONTACT 24. ALL DEVICES SHALL BE MOUNTED VERTICAL, UNLESS OTHERWISE NOTED. E-3 LIGHTING PLAN AND LIGHTING FIXTURE SCHEDULE Yes w z m L OS NOTED DIRECTION ARROWS AS SHOWN PAGING SYSTEM �t BACKGROUND MUSIC E-4 PANEL SCHEDULES AND LOAD CALCULATIONS Yes < < a 0 SPECIAL PURPOSE RECEPTACLE, RATING A (SHADED QUADRANT INDICATES FACEIS) OF FIXTURE) 25. WHEN IG ISOLATED GROUND RECEPTACLES ARE REQUIRED AND THE PANEL IS Q a a w THE MAIN PANEL. THE GREEN -YELLOW GROUND WILL BE CONNECTED TO THE E-5 RISER, DETAILS AND SHORT CIRCUIT CALCULATIONS Yes z ' o o > ETQ LIGHTING CONTROL TIME CLOCK GROUND BUS WHERE THE GREEN GROUND WIRE IS ATTACHED. THE GREEN -YELLOW _ z WALL MOUNTED EXIT LIGHT FIXTURE WIRE WILL ATTACH TO THE RECEPTACLE GROUND AND THE GREEN WIRE WILL v x r U) a MOUNTED ON ROOF FACING NORTH COMBINATION EXIT/EMERGENCY LIGHT FIXTURE QS LOUDSPEAKER/ TRANSFORMER/ BAFFLE/ INTERCOM SYSTEM ATTACH TO THE FRAME OF THE'IGO RECEPTACLE. U " a " ® PHOTOCELL, SUPPORT TRUSS. (CEILING MOUNTED) 0 0 W GN GROUND BAR ci- EXTERIOR LIGHT FIXTURE WITH ARMS AS SHOWN 26. CONTRACTOR SHALL CONNECT AIR CONDITIONERS, PUMPS, FANS AND OTHER � Wim a O-� W = WALL MOUNTED EQUIPMENT. ON DRAWINGS IC MASTER STATION 00 U PLUG-IN STRIP WITH RECEPTACLES, 18' O.C. UNLESS P6 ELECTRICAL PULL BOX 0 LOUDSPEAKER/ TRANSFORMER/ BAFFLE/ C = COUNTER 27. AIR CONDITIONER BREAKER SHALL BE MARKED "LISTED HACR TYPE' AS REQUIRED ENGINEER SEAL OTHERWISE INDICATED TRACK WITH TRACK LIGHT FIXTURE (TRIANGLES ENCLOSURE FOR EXPOSED CEILING AREAS D =DESK BY NEC 110.3(6). IF BREAKER IS NOT MARKED, THE OUTSIDE DISCONNECT SHALL ® UNDER GROUND CONCRETE ENCASED DUCTBANK INDICATE QUANTITY OF LIGHT FIXTURES) W = WALL MOUNTED W = WALL MOUNTED BE CHANGED TO A FUSED DISCONNECT WITH RATING AS NOTED ON A/C EQUIPMENT. NYceC.�j�fd��, J JUNCTION BOX BATTERY PACK WITH TWIN HEADS (CEILING MOUNT) H = HAND SET TYPE 28. CONTRACTOR SHALL MAKE TESTS AND ADJUSTMENTS AS REQUIRED UPON .%. p G E',y�; •.fily'�v� ❑S 4 HORN/TRANSFORMER FOR HIGH NOISE AREASHF =HANDS FREE COMPLETION OF THE WORK AND BEFORE FINAL ACCEPTANCE BY TRE OWNER. '�,� F''•,1- JUNCTION BOX- WALL MOUNTED � BATTERY PACK WITH TWIN HEADS (WALL MOUNT) WP = WEATHER PROOF THE CONTRACTOR SHALL TEST THE COMPLETE ELECTRICAL SYSTEM IN THE PRESENCE OF THE ENGINEER/ARCHITECT FOR CONTINUITY FUNCTION CONTROL, °' G t Sao PAEC PERFORMANCE LOAD BALANCE GROUNDS SHORTS AND TO INSURE SATISFACTORY -(,�}�•. JUNCTION BOX- FURNITURE SYSTEM FEED w_ . PAEC w PAGING SYSTEM EQUIPMENT CABINET IC INTERCOM SYSTEM SPEAKER OPERATION M CONFORMANCE' TO CONTWT REQUIREMENTS. Ai _ MOTION/OCCUPANCY SENSOR SYSTEM W = WALL MOUNTED RIA REQUIRED FOR TESTING SHALL BE FURNISHED ® CONDUIT SEAL OFF FITTINGS PATC 29. EQUIPMENT LABOR AND MATERIAL SS SURGE SUPPRESSOR :..:,:_..: PAGING SYSTEM TERMINAL CABINET ICEC BY THE CONTRACTOR(S) AS PART OF THIS CONTRACT. �i�'•L �3 .......... Cal INTERCOM EQUIPMENT CABINET �� F '? R C3 =SERVICE ENTRANCE DEVICE, MAX 250KA PER PHASE 30. AFTER COMPLETION OF THE WORK, THE CONTRACTOR SHALL SECURE CERTIFICATES ''�ir�'/pWA =........... LIGHTING CONTROL PANEL B3 = DISTRIBUTION BOARD DEVICE, SEE RISER FOR RATING �DR'� DOCTORS REGISTRY SYSTEM CONDUIT AND WIRING OF FINAL INSPECTION AND APPROVAL FROM AUTHORITIES HAVING JURISDICTION (AHJ). ttetteetti A3 = PANEL BOARD DEVICE, MAX 125KA PER PHASE INFRARED ICTC INTERCOM TERMINAL CABINET 31. WITHIN 30 DAYS OF ELECTRICAL SYSTEM ACCEPTANCE BY THE AHJ, THE CONTRACTOR Timothy C. Trewyn, PE © PASSIVE INFRARED OCCUPANCY SENSOR SHUNT -TRIP BUTTON -FLUSH MOUNTED UNLESS C = G MOUNT VOLUME CONTROL SHALL PROVIDE THE BUILDING OWNER WITH RECORD DRAWINGS OF THE ACTUAL P.E. No. 61580 ST VC OTHERWISE NOTED NEMA 3R FOR EXTERIOR LOCATIONS W =WALL MOUNT INSTALLATION. THE RECORD DRAWINGS SHALL INCLUDE ASINGLE-LINE DIAGRAM THESE mIREN Srs, ALONG WITH THE errs Mrrs AnHSIE+u EDH-X IC INTERCOM SYSTEM CONDUIT AND WIRING OF THE BUILDING ELECTRICAL DISTRIBUTION SYSTEM AND FLOOR PLANS INDICATING PRESENTEE HfltfDt FORT PI ONLY rut TWE r% RC PRESW AHE( CLIENT ff R PIERCE ENGIt DES INC, FTEt t0 � ELECTRIC DUCT HEATER LOCATION AND AREA SERVED FOR ALL DISTRIBUTION. THESE THEY EVEREWS PREPAREa REUSE EpREPER REAW a Q ULTRASONIC OCCUPANCY SENSOR IF PROVIDED WITH COMPLETE FIELD MARKUPS ON THESE PLAN SHEETS, ATHESEWT mCI BY R vnNEur vRIrTEN AUTN[�iIIATIIN AND C = CEILING MOUNT SSEC THE ENGINEER SHALL MODIFY THESE PLAN SHEETS INTO SAID RECORD DRAWINGS PIERCE DN ar HTRT PIERCE ERIMTStING RV SfwLL BE MOTOR CONNECTION. W = WALL MOUNT ..:., .. .:...:::: SOUND SYSTEM EQUIPMENT CABINET vlrHEur IlAanm m THE SANE C�YRIGNI© FC;tT ORIGINAL V PROVIDE MARKUP OTO THEWCONTRACTO'R,THE CONTRACTOR AND RETURN THE PIS ��FSHEET TITLE ® VARIABLE FREQUENCY DRIVE O PASSIVE INFRARED / ULTRASONIC OCCUPANCY SENSOR SSTC FD -D -d DIRECT DIGITAL CONTROL PANEL C =CEILING MOUNT E�M._ _ SOUND SYSTEM TERMINAL CABINET ELECTRICAL W = WALL MOUNT SYMBOL LEGEND, FT] TRANSFORMER SMS SINGLE POLE SWITCH -PASSIVE INFRARED �- SOUND SYSTEM CONDUIT AND WIRING NOTE: GENERAL NOTES & OCCUPANCY SENSOR TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY ABBREVIATIONS WITH THE 2007 FLORIDA BUILDING CODE WITH 2009 SUPPLEMENTS AND THE 2007 FLORIDA ISSUE DATE: 03.14-2012 NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT. FIRE PREVENTION CODE. DRAWN: TCT APPROVED: TCT DRAWING NUMBER E-1(00 SHEET I OF 7 12004-02 No 61580'' *. F �i��OIH Atnil SITE LIGHTING FIXTURESCEfEt)ULf Timot0hy C. Trewyn PE PIE No. 6158 MARK MANUFACTURER =PART NUMBER NO TYPEWATTS VOLTAGE DESCPTiON RA n� m�z>lom, SITELIGHTING/FOWER PLAN SCALLS 1" w 201-0„ s;iit:fi};kanoieearrif 5., irtf+f, "<,s?xssre ,f�t'o: �.;.i w veae------------- • LA UTWNIA-TFLU 40OM iX7 PROBE - -OR REMARKS � a� emc, n� "' 3 MH au MW F rW MM PC rm '400 208 vsow THD vm t a mm SLD IMT=nM w AT= AT LITHONIA-TVNRL-25OS SRE PIAN FOREXACT CON wa mm" m nc �c°�D1gc x rm I ND lips 250 RPS IZO �, WALL I�QOIDfTED FiXTE�?E, BRONZE FINISH � TIONS. � Muvn . � SLF LITIiONIA-TVIOO4-GP-HD6 SEE SITE PLAN Fftf� EXACT° I MH KB2 TIONS. . O 208. SHEET TITLE SLG LITHONiA-TWR2C 250A1 TB LPI -LHORN AT 20'0' AFG, PROVIDE ALL id0'�Ifi ig fiARDWARE INSTALUT1tXV. SUBMtT 8U I MRVE SW DWG. SITE 250 t2O WALL THROW 2O8V X` LW LITIiONG{-WST 70M MD MVOLT F I �� - L TION PRIOR TO RoucN-rN.. LIGHTING / P 70 120 WALL NIpliOWER LOCATION PRIOR TD ROUGH -IN. PLAN ISSUE DATE: 03-14-2012 DRAWN; TCT I. VERIFY VOLTAGES PRIOR TO BID AND INSTALLATION OF FIXTURES. APPROVED, TCT a 2- PROPOSED ALTERNATE LIGHTING BIDS MUST INCLUDE THE FOLLOWING: A. COST SAVINGS TO OWNER.► O 8. PHOTOMETRIC LAYOUT OF PROPOSED ALTERNATE LIGHTING'DRAWING NLIWIBER C. ABOVE INFORMATION MUST BE SSUPPLIED TO THE ENGtEER • (3? DAYS PRIOR To BID. cop NMI SiiAll C(IMi'LY WIT}! POa 3- DIWEWIONS OF POLE FOUNDATION ° LE fw4ANEIFACTURER'S REQUIREMENTS AND S1E,�IEfl AND SEALED ENGINEERING DRAWINGS F8C WHVD L e SHALL B OAD REQU E PROVIDED BY CONTRACTOR, IREMENTS. of SHEET 2 OF 7 AE !2004-02 15' OR 20' OR 25' HAND HOLE WITH CAST ALUMINUM COVER FINISH GRADE -� I SEE NOTE 2. PER MFR 4 .A. REFER TO SITE PLAN FOR TYPES AND NUMBER Of LUMINAIRES PER POLE FLAT LENS CONCRETE POLE 3/4" CONDUIT CAST IN POLE EXTEND CONDUIT INTO JUNCTION BOX #6 GRD WIRE CAST IN POLE THERMOWELD PULL BOX BROOKS PRODUCTS BRANCH CONDUIT INTO JUNCTION BOX 5/8"X8' CU GRD. RD. . •Y i CONCRETE FILL NOTE: I. USE EPDXY SPLICES FOR SPLICING CONDUCTORS IN JUNCTION BOX. 2. REFER TO STRUCTURAL DOCUMENTATION FOR EXACT BURIAL DEPTH. DIRECT BURIAL CONCRETE POLE DETAIL SCALE: DONE v"v"v"v"v"v"v"v"v"v"v"v"v"v"v"v"vvvv' 1 , > r t > r , > r . > �> + + + + + + + + + + + + + + + + FE71 0. 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 +0.1 +0.1 +0.2 +0.2 +0.2 .2 +0.3 +0.3 "+Q- +0.4 0.3 .3 0.2 0.1 0.0 0.1 '0. 2 '0. 2 '0. 2 0.1 0.1 *0. 1 0.2 0.2 +0.3 +0.2 + > +0 2 +0 2 + + + + + + + SITE LIGHTING fi HOTOM TRIC ANALYSIS SCALE I" = 20'-0" MARK MANUFACTURER - PART NUMBER SLB LITHONIA-(2)KAD40OM-R4-HS-PS-120 SLD LITHONIA-TWR2-250S SLF LITHONIA-TFR400-RB-PS 208 DF FCRA SLG LITHONIA-TWR2C 250M TB LPI SLWILITHONIA-WST 70M MD MVOLT F / , / , / / , , / :1 O 10 ��Y�V•V•V�V�V�V�V�V�V•V�Y�V�V�V�V�V�V�Y�V�V�V V�V�V�V•V�Y�V�V�V"V �Y�V�V�V�V�Y� r , 0.2 0.2 0.3 .3 0.4 0.5 0.7 0.8 0.8 208 CHURCH PROPERTY AND THE SURROUNDING AREA. Lu I 2 p�4�EA, SYXTx %AND HN&RE W%ALUMO�IIN L,LE I HPS THE TYPE "SLB" FIXTURE HAS (2) FULL CUTOFF 40OW MH 120 LUMINAIRES MOUNTED APPROXIMATELY 30 FEET ABOVE THE WALL MOUNTED HPS FIXTURE, BRONZE FINISH PARKING LOT SURFACE. THE FIXTURE USED WAS A > H LITHONIA KAD40OMR4. 208 MID-POLE BULLHORN > THE TYPE "SLD" FIXTURE IS A WALL MOUNTED 250W HPS MH LUMINAIRE MOUNTED APPROXIMATELY 18 FEET ABOVE THE 120 PARKING SURFACE. THE FIXTURE USED WAS A WALL MOUNTED FIXTURE, BRONZE FINISH, MEDIUM LITHONIA TWR2 250S MH 70 , > THE TYPE "SLF" FIXTURE IS A POLE/BULLHORN MOUNTED I +1. +1.3 +0.6 +0.1 +0.1 +0.4 +1.0 +1.4 +1.1 +0.5 +0.1 +0.3 +1.0 +1.5 +1.5 I> +0.9 +0.2 ' PARKING SURFACE. THE FIXTURE USED WAS > +0.2 +0.3 +0.3 +0.3 +0.4 15 +0.6 +0.9 +1.2 +1.7 +3.2 1 < +5. +4.2 +1.4 +0.1 +0.1 +0.6 +3.7 +5.5 +4.1 +1.2 +0.1 +0.3 +2.7 +6.2 +5.5 +1.8 +0.3 + 0.3 + 0.4 + 0.5 + 0.6 + 0.6 + ,8 "1 .0 + 1.4 + .3 3.8 + 6,9 n H SLD "SLD" "SLD + 0.5 + 0.6 + 0.8 + .9 + 1.1 + I 1.3 I I+ I I 1.6 I I I 2.1 3.5 6.6 + + + + + + + + + + + + + + + 7 +1 9 +0.5 �. L +2.0 +1.4 +0 4 +0.6 +0.9 +1.1 +1.3 +1.6 +2.0 +2.3 +2.8 + + 1 + +2.3 +05 +0.7 +1.1 +1.5 + .9 +2.2 +2.6 +3.0 +3.7 9,:+65.0 +6.0 +6.1 "S D" +7. +2.3 +0 6 + 0.6 + 1.0 + 1.5 + .0 + 2.4 + 2.8 + 3.7 + 4.8 + 6.1 + 8.6 + 1 +2.3 +1.4 +06 +0.7 +1.2 +2.0 1.7 +4.2 +5.1 +7.3 +8.4 +8.5 +9.2 +11. +0.6 +0.7 +0 +0.8 +1.5 +2.8 .0 +11.4 +7.6 +7.3 +15.2 +12.4 + +9.6 +7.1 +1.6 1.8 +0. O +0.9 +1.5 +2.8 "SLB" +k . + +22.8 +16.0 +13.9 +11. +8. 4 +2.9 +0. O)"SLF" +0.9 +1.6 +2.9 +11 .5 +9.0 8.3 +23.5 +16.8 +15.0 +13. +14.( LL "$ D' " LG" 0 +3.2 +1. +0.9 +1.6 +3.0 + .3 +7.9 +8.3 +16.5 +14.2 +13.9 +14. +16. 4 0 +2.4 +1. +0.8 +1.3 +2.3 +4.1 +5.2 +6,5 +9.3 +10.7 +11.2 +11. +11. 1 8 + 0.7 +1. 1 + 1.8.6 +2 + 3.4 + 4.4 + 6.5 + 8.3 + 9.7 + 12. + 1 " LG" 2 6 +2 5 +2 +0.8 +1.2 +1.9 + .6 +3.4 +4.7 +6.7 +9.2 +10.8 +12. +2t"S W" "SLW" n LWn nSLW" 3 8 +3.9 +3. +0.7 +1.1 +1.6 + .2 + .1 + 7.1 +10-f +10. +13. +13. + +3.8 +3.2 +51. +4.4 + .3 "SLI.- nSLW' ..�4.4 +10. +3.8 I + .0 +4.4 +5.1 +5.7 +3.8 +2.6 +1.8 v T .6 .9 +0.6 +0.9 +1.3 +1.8 +2.7 +4 3 +6.8 +11. +10.6 13 6 +9. +7. +5. +4. +4. +3.8 .2 +4. +5. +8. +5. +6. +4. +4. +5. +7.1 3 +8.5 +7.1 +3.1 +1.7 °SLBIr " .2 + 0.5 + 0.7 +1. 1 + 1.6 + 2.4 +4 1 + 6.7 + 10.7 11.4 136 + 110 + 8. + 6. + + 5. 4. + + .4+.i +6 + + 6. 6. + 6. + 5. + 5. + 5. + + 6. 9 1 + + 12.2 10.1 + + 3.6 + 14.6 .1 .0 1.6 +0.4 +0.6 +0.9 +1.4 +2.1 +3 6 +5.8 +8.8 +11.0 X2,8 +12.2 +10.2 +8.0 +6.3 +5.6 +5.8 +6.8 +8.3 +9.2 +9.1 +8.1 +6.6 +6.2 +6.6 +7.8 +12.0 1 +16.1 +15.1 +%1 +3.9 +1.8 .2 +0.3 +0.5 +0.8 +1.3 +2.0 +31 +4.7 +7.6 +10.4 +13.2 +14.3 +12.4 +9.2 +6.7 +5.9 +6.4 +8.0 +11.0 +14.0 +13.6 +10.1 +7.8 +6.4 +6.4 +7.4 +11.6 1 +27.7 17.1 +9.0 +2.9 +1.2 .0 +0.2 +0.4 +0.7 +1.2 +2.1 +32 +4. +7.8 +12.3 + .9 +16 +14 6 +10 6 +7.1 +5. +6.1 +8.7 +12 9 +15 8 +15. + 9 +7. +6.1 +5. +5. +9. 1 +6.1 +4.8 +2.1 +1.0 + 0.2 0.4 0.7 1.2 2.1 31 4. 7.9 13.7 26.1 +18. 9. 6. 4. 5. 8. 16. 26. 24. 4. 7. 4. 4. 4. 6. 7 + "SLB" 7. V.5 (3)"SLF" + 4.9 1.8 0.8 + 0,2 + 0.3 + 0.6 + 1.2 + 2.0 +28 + 3. + 6.3 + 9.5+2 + "SLB" + + + + + + + +__ +85 + + + 3. + + 9 +2 7 +1 0 +0.6 (3)"SLF" "SLB" (3)"SLF" + 0.2 + 0.3" + 0.5 + 1.0 + 1.7 + + + + + + + 1 1-1 + + 111 + + + + + + + + + + + + .7 .4 +1.2 +0.5 +0.3 +0.1 +0.2 +0.4 +0.9 +1 4 +1.9 +2.2 +4.2 +5.3 + + + + + +4 7 + +4 4 +4 4 +0 Q +4 A +4 a + + + + + 0.7 + 0.6 + 0.3 + 0.2 SITE LIGHTING fi HOTOM TRIC ANALYSIS SCALE I" = 20'-0" MARK MANUFACTURER - PART NUMBER SLB LITHONIA-(2)KAD40OM-R4-HS-PS-120 SLD LITHONIA-TWR2-250S SLF LITHONIA-TFR400-RB-PS 208 DF FCRA SLG LITHONIA-TWR2C 250M TB LPI SLWILITHONIA-WST 70M MD MVOLT F / , / , / / , , / :1 O 10 ��Y�V•V•V�V�V�V�V�V�V•V�Y�V�V�V�V�V�V�Y�V�V�V V�V�V�V•V�Y�V�V�V"V �Y�V�V�V�V�Y� r , SITE LIGHTING NOTES: MOUNTING I DESCRIPTION 10 TYPE I WATTS THIS PHOTOMETRIC ANALYSIS SHOWS FOOT-CANDLES OF LIGHT AT MH THE APPROXIMATE SURFACE OF THE PARKING LOT ON THE 208 CHURCH PROPERTY AND THE SURROUNDING AREA. Lu I 2 p�4�EA, SYXTx %AND HN&RE W%ALUMO�IIN L,LE I HPS THE TYPE "SLB" FIXTURE HAS (2) FULL CUTOFF 40OW MH 120 LUMINAIRES MOUNTED APPROXIMATELY 30 FEET ABOVE THE WALL MOUNTED HPS FIXTURE, BRONZE FINISH PARKING LOT SURFACE. THE FIXTURE USED WAS A > H LITHONIA KAD40OMR4. 208 MID-POLE BULLHORN > THE TYPE "SLD" FIXTURE IS A WALL MOUNTED 250W HPS MH LUMINAIRE MOUNTED APPROXIMATELY 18 FEET ABOVE THE 120 PARKING SURFACE. THE FIXTURE USED WAS A WALL MOUNTED FIXTURE, BRONZE FINISH, MEDIUM LITHONIA TWR2 250S MH 70 , > THE TYPE "SLF" FIXTURE IS A POLE/BULLHORN MOUNTED I 40OW MH FLOOD LIGHT MOUNTED APPROXIMATELY 20 FEET 1 ABOVE THE PARKING SURFACE. THE FIXTURE USED WAS I LITHONIA TFR400 > THE TYPE "SLG" FIXTURE IS A WALL MOUNTED 250W MH I> LUMINAIRE MOUNTED APPROXIMATELY 18 FEET ABOVE THE ' PARKING SURFACE. THE FIXTURE USED WAS > LITHONIA TWR2C ; > H > , THE TYPE "SI W" FIXTURE IS A WALL MOUNTED 70W MH ; ' FIXTURE MOUNTED APPROXIMATELY 9 FT ABOVE THE < NEARBY SIDEWALKS. 1 < 1 < SITE LIGHTING FIXTURE SCHEDULE LAMPS VOLTAGE MOUNTING I DESCRIPTION 10 TYPE I WATTS 2 MH 400 208 POLE TOP Lu I 2 p�4�EA, SYXTx %AND HN&RE W%ALUMO�IIN L,LE I HPS 250 120 WALL WALL MOUNTED HPS FIXTURE, BRONZE FINISH I MH 400 208 MID-POLE BULLHORN METAL FALIDE FLOOD LIGHT MOUNTED ON POLE AT 2080' AFG PROVIDE ALL MOUNTING HARDWARE I MH 250 120 WALL WALL MOUNTED FIXTURE, BRONZE FINISH, MEDIUM I MH 70 120 WALL WALL MOUNTED FIXTURE, BRONZE FINISH, MEDIUM THROW 208V ENNEEMMS REMARKS GENERAL LIGHTING FIXTURE SCHEDULE NOTES• I. VERIFY VOLTAGES PRIOR TO BID AND INSTALLATION OF FIXTURES. 2. PROPOSED ALTERNATE LIGHTING BIDS MUST INCLUDE THE FOLLOWING: A. COST SAVINGS TO OWNER. B. PHOTOMETRIC LAYOUT OF PROPOSED ALTERNATE LIGHTING FIXTURES. C. ABOVE INFORMATION MUST BE SUPPLIED TO THE ENGINEER (3) DAYS PRIOR TO BID.J4 3. DIMENSIONS OF POLE FOUNDATION SHALL COMPLY WITH POLE MANUFACTURER'S REQUIREMENTS AND FBC WIND LOAD REQUIREMENTS. SIGNED AND SEALED ENGINEERING DRAWINGS SHALL BE PROVIDED BY CONTRACTOR. ;HOP DWG. FINAL FINAL z W W� z o U 3:N O Z 0 W > > EL W LU W C: In W > W 0 W W ir MEMENOME Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 O O M W F_ Z) F�:a w0 fr of z zz 0z z A omo W Owrn U N 2 ro rn N p Hh > .j w W z m LL Z � U Q W Q U rH z Lu U w a C-) Q w cc a- Co 0 ENGINEER SEAL "Nk.. C ,T;QZC`'�i ��GyE '. .0 615$0 .00 a BONA' E��+� Timothy C. TreWyn, PE P. E. No. 61580 THESE MUMEWS, &K WITH THE CONCEPTS AND OR DESIGNS PRESENTED HEREIN ARE nffENDm ONLY FOR THE SPE= RNPOSE AND a" GF FORT PffRCE QIGIHEIORHNG, K. FOR WHICH THEY WERE PREPARED. REUSE OR DMIM RELIANCE OR THESE D"CUENTS WnHWT WRITTEN WHORIZATIN AND AWTATI N HY FORT PIERCE DE EERIHf,, INC, SW,LL DE WTHOlT LUDILITY TO TFE SAE CO'YRIGNT©2012, FORT PIERCE ENGDIHlEERRING, HNC. ALL kICMS RESERVED. SKEET TITLE SITE LIGHTING PHOTOMETRIC ANALYSIS ISSUE DATE: 03-14-2012 DRAWN: TCT APPROVED: TCT DRAWING NUMBER E -1n2 SHEET 3 OF 7 MENEEMM-1 ENNEEMMS z W W� z o U 3:N O Z 0 W > > EL W LU W C: In W > W 0 W W ir MEMENOME Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 O O M W F_ Z) F�:a w0 fr of z zz 0z z A omo W Owrn U N 2 ro rn N p Hh > .j w W z m LL Z � U Q W Q U rH z Lu U w a C-) Q w cc a- Co 0 ENGINEER SEAL "Nk.. C ,T;QZC`'�i ��GyE '. .0 615$0 .00 a BONA' E��+� Timothy C. TreWyn, PE P. E. No. 61580 THESE MUMEWS, &K WITH THE CONCEPTS AND OR DESIGNS PRESENTED HEREIN ARE nffENDm ONLY FOR THE SPE= RNPOSE AND a" GF FORT PffRCE QIGIHEIORHNG, K. FOR WHICH THEY WERE PREPARED. REUSE OR DMIM RELIANCE OR THESE D"CUENTS WnHWT WRITTEN WHORIZATIN AND AWTATI N HY FORT PIERCE DE EERIHf,, INC, SW,LL DE WTHOlT LUDILITY TO TFE SAE CO'YRIGNT©2012, FORT PIERCE ENGDIHlEERRING, HNC. ALL kICMS RESERVED. SKEET TITLE SITE LIGHTING PHOTOMETRIC ANALYSIS 12004-02 - ISSUE DATE: 03-14-2012 DRAWN: TCT APPROVED: TCT DRAWING NUMBER E -1n2 SHEET 3 OF 7 12004-02 - [M O P3-2 OP3-2 (DP3-2 (DP3-2 O P3-4 O P3- ®P3-4 ®P3-4 ® �P t EL kL- ➢P3 -3v € : I €€ _ i E P3-!3.15;17 P3-4 NISbr [�� EF -1 P3-19;21;23 WP ON ROOF SME P2; 3 S AHU 5CU-6:::::::::: € i P3-13 - 1 SOAR R 60AR ( 60AR 3R 160AR 3R P3- aft NF (3 #6 & (010G.iE; NF..i...........£..,,y` ,_:: I (3l#8 81 € P3'.. •9;11 ��._. IN I C. I I (1)#IOG. (3#8 8 (1410G.Imo— 1 1 IN N C. € ? r IN 1' C. P5-8;10;12 -14:16:18 P3-8;10;12 P3-14' . -'` j01 EF -I i P3-2 P3-3 SM =:: 1 , _ K P 15 P3 21 A .� I , LOCATION OF € LOCATION 01'� �LO�R RECEPT.S � E F ........................_...._......................... € �-14 €11 RECEPT.S P3-22 1 TO BE COORDINATED IN FIELD 1 P3 ; ; P2-10 TO B € 1 RIOR TO ROUGH -IN. (TYP) 1 { COOR INATED IN 6o 1 1 FIELq PRIOR TO I P3-22 1 1 P3-14 iP -10 ROU -IN. (TYP) I _ .......... P3-22 P3-14 € P3-23 ;P3-17 I 1_ 1 13-20 E; P3-14 0 SHOW WINDOW RECEPTACLE SHOW WINDOW RECEPT SHOW WINDOW RECEPTACLE D P3-20 D P3 20 /P3 -20q : PANEL P5-2 P5-5 WP -ON ROOF WATER HEATER -4.50 208V IPH ................................................................. ........................................... .. ,3 €.................. �... P2-4 . , . 1;3OAR I (2)#10 & P2-4 () 1 NF U-3 U-2 E I (1}11013. S )R11`,€: I I P3-24:26 IN 1/2' 60AR3R, III C. NF CONNECT TO LIGHT CIRCUIT (TYP) (TYP) P2-4 € P2-4 P2=32;34;ff�4_ 30 TP2-31;.33�. RES5 �I::S� 2155 [?ISE��60AR :�_ NF _:_....__.__..__._.M..�....__......._f ..E....cP2-6 QP3-18QP3-18 P3 -18 Q P3-18QP3-16P5_20 a Ne 12-10 '001 P5-2 EPROPOSED LOCATIONFOR FUTURE PANEL 'P-4'--�6QAR AHU-6 NF I €:. SPARE 2'PVC CONDUITAHU-7 WITH PULL STRING TOP5ii;9;ll P5-17:19:21EXTERIOR WIREWAY. NJF I (3l#8 ;8€ (010G. (3l#8 `(Il#NOG. IN I' d.r IN I' C{` itit itt:itP5-20Itt T,\ ZT-1\ TO10 I i P5.. ;!E P2-7 P5 -20P5-5 P5-4 'EQO .............. -- --- -- -- WINDOW RECEPTACLE ; SHOW WIN RECEPT P22-6 P2-7 CONTACTORS #3 WEATHERTIGHT WIREWAY WITH AND TIME CLOCK WITH METERS AND DISCONNECTS MANUAL OVERRIDEMOUNTED BELOW PANEL 7 DISC. SW. hL-� ---- ----- TELEPHONE PANEL P2-6 .� � P2-6 P2-6 ' BACKBOARD REFER TO DETAIL (2),110 do P22-19 (1)110G. P2-37;39 IN 1/2FACP C (2l#12 s (Il#12G. 30AR._I1#6 a wvbi :iN 3/4' C. NFIN I' C. EF -2 P22-20:22 -1 IgM ` ONNECT TO LIGHT CI C I�;35 P25;27;29 EWC °.:".........::: ❑ CONTACTORS #1 F I P2-12 ,.. ...5^,`y'AND #2 1 - .., P2-1 EF -2 PANEL 'P-22' €AND TIME CLOCKS WITH MANUAL PANEL ;; € :................ P2-6 ; ;OVERRIDE € WATER HEATER-3.OKW (341.3 S (Il#NOG. 208V IPH 60ARI AW1 1-1 NF P2-19;21;23 (348 a (I)#IOG. IN In C. RE :A1I.. 60AR AHU-2 NF P2-20;22;24 (348 a (I)#IOG. INI'C. 60ARI AHU_1 NF P2-14:16:18 __._.............. -- .........� (3)#8 a (Il#NOG. € INI'C. P22-2 P2-7 SHOW WINDOW RECEPTACLES I 1 POWER SYSTEMS PLAN SCALE 1/8" = 1'—O't 7 2&A WINDOW 0 0 ,,J P22-5 P2-9 P2-9 P2-9 P22-3 P2-7 SHOW WIN MOUNTED fRAME. E SPACING 1 WITH OWN PRIOR TO (TYPICAL) �- F— a a Ne Q� w w w O O Z w w 0 0 0 LU w w L L Qf � 11111111 MENNEffiffin Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 GO1 P2-9 €€i N > J -j Lt z CO o J i1 z � z w O o a F- Z UU < U W0 w Q €;0 W 0 0 a I SHOW WINDOW RECEPTACLES 0- W 13- 00 U ENGINEER SEAL P2 -9C. € �, •'•�G EeN S�r'•;� e 61580 Z • j �4q s e1Et I Timothy C. Trewyn, PE P. E. No. 61580 THESE DOCUMENTS, ALONG VITH THE CONCEPTS MID OR DESIGNS PRESEMED HEREIN ARE INTENDED LILY Flit THE SPECFX ._....__. .. _.. _._._._.....____.,.. PURPOSE AND CLIENT OF FORT PIERCE ENGINEERING, INC. FOR '-}--.---•--.-.-----------.-.-_-.--�--. VHICH THEY VERS PREPARED. REUSE OR DPRO'ER RELIANCE ON i THESE DOCUMENTS VITHUT WRITTEN AUTFOMTIO! AND R ! ADAPTATION BY FORT PIERCE ENGIHEERM DL SHALL BE R € I VIDBUT LIABLM TD TIE SAVE CO'YRIGRT0M FORT I PIERCE ENGINEERING, INC, AM RIGHTS RESERVER SHEET TITLE I? ELECTRICAL POWER SYSTEMS PLAN ISSUE DATE: 03-14-2012 DRAWN: ACT APPROVED: TCT DRAWING NUMBER E-2 SHEET 4 OF 7 12004-02 LIGHTING SYSTEMS PLAN SCALE 1/8/1 = 11-01) LIGHTING SYSTEMS NOTES INSTALLING CONTRACTOR SHALL CAREFULLY EXAMINE AND CARRY OUT THE RETAIL AREA LIGHTING PLAN AS SHOWN PER OWNER DETAILED SPECIFICATIONS. 1. SEE LIGHTING CONTROL DETAILS ON SHEET E-5. 2. NO FIXTURES ARE AIR -SEALED. UNDERSIDE OF ROOF DECK IS INSULATED. 3. AT LEAST 50 PERCENT OF PERMANENTLY INSTALLED LIGHTING FIXTURES ARE SPECIFIED WITH HIGH EFFICACY LAMPS PER FBC 404.1. 4. ALL BATTERY POWERED EMERGENCY LIGHTING UNITS ARE TO BE CONNECTED AHEAD OF TIME CLOCKS, BUT STILL BE CONNECTED TO THE SAME GENERAL LIGHTING CIRCUIT IN THE AREA COVERED BY THE LIGHTING UNIT TO PROVIDE LIGHTING IN THE EVENT OF A UTILITY POWER OUTAGE. 5. "K" FIXTURES ON CIRCUIT P22-17 NOT ON LIGHTING CONTROL FOR SAFETY OF EMPLOYEE OPENING AND CLOSING THE STORE AND FOR THE NIGHT LIGHT. Opp/o. 3' Of IY w w � 3: 0 0 cn Z w w a a N 0 0 w w Hn In > > w w x rr 000000101011 Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 0 0 n w I— Z) �a w2 w D: of0 U)U_ 1-tw 0� 1- W '0 z (� 0 in w 0wrn U N :E ro R) N to J J W z H7] :E o r J a z y z w P oQ U U U Q U W w Q; w rr O W Ir OD a (OLPQ a_ OD U ENGINEER SEAL No 61560 r r I- 41111111106,10 Timothy C. Trewyn, PE P.E. No. 61580 THESE DOCIREHIS, ALM WITH THE CONCEPTS AND OR DESIGNS PRESENTED HEREIN ARE INTD= IDLY FOR THE SPECIFIC PURPOSE AND CLOII OF FORT PIERCE GMINEERIW INC. FOR W1401 THEY WERE PREPARED. REUSE OR INPUPER RELIANCE IN THESE DOCU (TS VITHGIT WITTEN AUTH IMTDN AND ADAPTATIN BY FORT PIERCE DONEEP,DNG, INC SHALL DE VITHOIf UABI]TY TO THE SAIF CEPYRIG T 02M FORT PIERCE DONEERING, INC ALL RIGHTS RESERVEII SHEET TITLE ELECTRICAL LIGHTING SYSTEMS PLAN ISSUE DATE: 03-14-2012 DRAWN: TCT APPROVED: TCT DRAWING NUMBER E-3 SHEET 5 OF 7 12004-02 PAN EL: - VOLTAGE: �.. ......... ................. __ ................ I ... � ...................... . ..... 120/.?0.8V ... 3.PH. ... 41W ................ ... LOCATION: .......... ...... .... .............. _ .... � ......... - ....... � ................... .............................. SUITE 101 STORE ROOM I I BUSIBREAKER AIC RATING: ........ I ......................... I ...... .....".- ............... � ..... ............. ........ � ............ I—- ... I ... __ ... _ ..... 1.111-1-- ... 2.12K.A.i.1-0-KA ................. � .............................. MOUNTING: 11 .... .... ........................................... � .............. � ..... SURFACE NEMA 1 I VO LTAG E: I - .. 1.1.1-1111 I 111. I .1 .1 -_ BUSIBREAK ER AIC RATi NG: 11 I . �. � I 1. - 11 11 I - 1.111111"...."111.1.1.1 __ I .11.1 I I I 111- . I RATING: I.."., ". I'll I.. 11 . � I 1. 1.11 � 111. .. .1 I I 11 ___ = DESCRIPTION N � i'R-'-� . 11 I . - CONNECTED KVA - A B C No. I CONNECTED KVA ! P A I B -c- I 11 -1. 11 I I 1201208V 3PH 4W �DESCRIPTIC DESCRIPTION _ . 22KAJIOKA 1 200A 2 1 1-_111 -1.�-��'ll"...",�%",.......,.,.,,....-,-,�.I..�"%-��-,-..'��-I.",�--."---l"�-111%,��'ll,�-...%-,�l-."",-.",-,--,.,-.,-.�1-111---.--,-----��,�--------""--,�%�--l'---",-,-�."....-"-,"-%-----,-.11,�---"-"�,�--�-----"--,---,--,,%-�--- 20112 R -SHOW WINDOW NE CENTER R -SHOW WINDOW NW N 12 20 LOCATION: MOUNTING: 4 - MAIN CONNECT] ' ON: 20 12 I P3 - R -SHOW WINDOW NE N N 12 20 1 I � . i . . ; ; ::: ; : ii ""' "' "' ... ""i"I""" i . . li i : i: ' """"'i"" ..-: i . i i........ .1 ---ii - ` I i i ' i :It 1.44, . . ii:.....i.-I.......r--....,�..-i..;�...�......L-.i..�,...,.-."i.i,. I..*'...-,'..""!�"',-...-.",]","",.e",--",t.",�.....".,i"z.?,'.i...."","",",..,..�l,.i***'�,...-",�.".....*",.;i",..",,.,.�:14:4:�. :! 5 .. . .1 �.. I ... I .. I 1. I . _.."', .."..- __ FLUSH iEMA I R -SHOW WINDOW NE S S - 1ALO 1 I I I 11 I 11 I I'll . 11 I � - 20112 SUITE 102 FED F ZOM: ............ ......D.E.Vi.C..E...F.A.h.1-I..L.Y.....,,,... ... ... .... ... .. .. ..... - .. ... . ............................. I ... .....- ........ 10 I .... - ........ � ........ � ........................... ... ........ .... ....... I—- ..... .............................. 20112 � ............. �.... ARCADE I ............... 11.1- .... 1-1 ............. I— ................. 11 ........ .... .......... ........ ... WIREINAYIFU$ED DISC. - �] SO. D 00 OR EQUAL 20112 L -RETAIL S BANK CENTER - - = Il �- = �'z '= P - -1 0.)KNECTEMA _' L:A� d I I I - - P = -= a; U U= K= DESCRIPTION � L -RETAIL NW PERIMETER 12 20 DESCRIPTION � Z; I '.' I B C No. No. A C �to 111ml 11l--:Miv'1N i;. ; _. "ii'l , I :,;: i:: : I 411 ! !R; ... . 01 - - . li."' I I 11 ii :11. i7l, i i !; I : - --- .... ;. I : 111 1111'... I ...... . I I .1 .... 0.45 17 :Ii.:1 ; il.l; illilli..,"t..Illi,i'.....",Illi...*-...Ii��,11.**�'!*.,!'!'�'.'i!i"..iI - 1? I Ill I 111 .1_ 1 SPARE - 20 i 0 1 mm_ - 2 1, l; %%!T�. ;;. * Mz2ffiPir ' 11 : N. -I i;,;:: ill 0.72 11 illi'. I':w *1 12 RECEPT.S -RECEPT. WA TER HEATER UR TOIL. RMS., JC. 12 20 i 0.92 3 4 09 W___ . E 1 20 12 3 Nfl. . zi ; I mi. 14 1 irlij 1 1 * !: .... i i : 141 z: :: I tl: � :1 "" ' I z '! Ili "" 11 : : .. i ... I I �.".��.'!...";..*,.,..,.i*�.."i.",..","i"li""!"..,.,.i 0 :i�l!.�*�ill".'�.'.'i"�'�,."".I I 1`1111:1111111 .... I I I .... 11 I i ,I 1i � - ill 28 - -2- 0 1 0 EM 0 5 6 0.75 1 20 12 R-EWC I SPARE SPACE ;:-,,'-q:;-; ...' :i i '. I ... . ; S., - 0 . i i . ''. . �.: , '_ .iw'..R::. iw_ ; i.. " ; M.Nli. illi. ill ` .. .. .. .. 01.1. ill. . , e I.: t; �. i; - i:i.101i 31 i .m 11il : . ;iw ... ,. . t Ni ; 1; ill. N lilli � 1, i " � ill : ... i� .. 1. I iN .1� - 111 1 -1: 11 I 1.11. Iffillill lill, ri .:,' '. ; , ii. .. I ,... '; rj:';;;i;.;.;;� ;. - .1wI -ZiM - 1 i ; 1:4 1; ': , 1 :1 fll:.j lZilill 1 1117:_; 1:,� , 1 ._: 11N.11" ,il;:. i ,11, . 4 1 :..1 - i : . 11:.:i:l.!;v �Ml i: i - ifllilll '�iiiil:14111 ;;:j � L;; : :f . -i:.i:; I : : 1: liol :. : 0 1111 1 . , ;;... I'lilfiHI I 0 .!**.. 111. ..!.!;!. : 1; 11 i Im -_ SPACE AHU - 5 - 6 50 3 ill "i'l .1-1.1. � : ;z jj I'll, l':!J:il;:!!!; I I I .1i ' ' ill ' " '* i; - .i M . : �� 311ii 111 111 Ill 7 i ill - il... ,ill I I 8 4.3 Emil . I . �; . 'il 3 ,45 8 CU -5 . 4 :11111111111111111�illillillillilI 11111111111111111!1111pill! ; l!Ill 0 I 1:1:.. , A . It!w:d MMM.M.I. :- ; 44 .:13:...,4i!;.:;:.;i.�.,I;!t.::Iii�l.:;;;".�'ii::. . :.-M ... ii: ! . , liiil.M ___ 6 SPACE : ....., oll i ; � ,.i; i 1: i0lim;; . . 11 .. I : *1 li1:;j;.;l.: ... 1 ..1i :z:711'fli - - � .. N : - 1 i 11 l., i M ill: . ;: ,:i 111 -ill 11 1, 1 11 -::17' '11.1li'116 4 . ... .... . ill 1_ 11 9 I ;';:;:%.'i.' 1* .... I "N', : 20: :;;.T il;zi_; . ill;! __:: l. 1 �. lml 11 , , . :4- ;; iq, "ll'! "i" :-11:1111 .... ... . , : 1 : Mill! . - :; qUo . 11 1. 1 4.3 111111111 11111,. 1 10 1111. Ill! '! , ... .' ! Will 1 8 I SPACE SPACE I ... 6 ill - ` ." I 0 111 iiii.'i.iii"....'.iill!"illllilillilI 39 111 ... I I ... . iI i . - :.. . '111111111111111111114 4.833 '11 i 111111111'ri 12 '1111111111111111`1111- - ", I= 111r; '11111 4.3 8 0 . FLOOR RECEPT 12 - 20 1 .iiiiiiiiiiiiii**,..�i'.iiiiii�'i.."".iiii'� : .-'.'---.-' _ -"."..,..��---------'-------;i..,.!..........!.......I I 11.111-11111-1-m 3 0.36 M ,;.,.,,!..Ii...,... -e'.... --...-'..I _ I 4 .72 = 0 I@ - 1 20 I TOTAL CONNECTED KVA FLOOR RECEPT 12 20 1 0.36 15 Is 16 ' .."i iii%; ;.' ill :.. 1-Ill".....'11'..'N * 01 0.72 i i il'i ..". I ii'i 1 1 I 1 20 12 ____ RECEPT. N,W 1.25 - 12 - 20 1 IN 0.36 17 18 - i' i id; ii.. ; lliffill:1,11 0.54 1 20 12 RECEPT.S R 10 KVA) FLOOR RECEPT 0.44 1.25 1 _ 0.5 - 11. - : :' OTHER MOTORS 0.00 1 FLOOR RECEPT 12 - 20 1 I it. . U .1.1 � . 0.36 a - 19 . .,.."f...".....�,;.,..�l.i..,*"*..'I 20 . ; . - . - 1`11i ; 11. I 1 20 12 ___ RECEPT.E 0.00 FLOOR RECEPT - 12 20 1 � 1 -I ; ... 0.36 :11 0.00 -Z i ii.; �: im; I M. * - ::-,& A Ak _Hqgioxm'� �� 0.00 FLOOR RECEPT __ 12 20 1 Emw 0.36 Y3 2* ;' VAR.'. .. i;lMij; .: ; -I.""""""'�i'�i'�i'�i'�i'�'i�..i,*.*i.i2i2i2i2i2i2.�...".i'.'.'.'.'.'.'.�iiiiii.".".".".".".".i"I ' I 2 30 10 - WATER HEATER - L -LIGHTS ROWS 1,2 JAN. CLO 12 20 i = � 111M T5 1.3 .i!;li;:li:Vd7iT;'; . 26� 2.25 llz;;'�;Z7�_Az� 10 - - , ___ L -LIGHTS ROWS 3,4, COUNTER 12 20 i ; . . i.45 �iiiiiiiiiii....."...,"�..ii,.!",!.�.",*IliL'..-,....i.'.,.....I 7 _E I _�__ 28 i. :i:;i 1; :: $ z; l; i; �;:; . I ;; q �fl : i : $PACE 92.68 NOTES: .1. 11 I - .11.1. -1 . ..'. . - � I .1. I .. �. I I . 1. VERIFY ELECTRICAL REQU . IREMENTS FOR ALL EQUIPMENT WITH MANUFACTURER'S MANUAL PRIOR TO .�..�..�..�.I.I....,.........�,,� .................. ............ 11.1.1 ... -......1.1 . .... 1.1-1-1 ........ -.1 ...... -.11-1111.1.1 .................. � ..... � ................... ........... � ................................ ___-1 ...... 11-1 ........ � .............. ............ � ........... � ..... � .............. - ........ .. - ......... ........ ........... - ....... BID..D.I.N.G ... A.N.D ... INSTA-L.L.A.T.I.ON ................. � .............. __ .............. � ................. ...................... � .............................................................. -11 ............. . ............ � .... I ......... 1-1 ... � ........... I ................................... .." ..... .... ........... .... 11.1-I.- .... ......... � .......... � ............ � ..... . -11.1- ..... I ...... � .... � ...... ... .................. __ ........ ................. - .... I—, ... I .... .... .......... � ....... - ... - ....... I ....................................... I ... I ............. -1 .... I., ................. ...... ... � ..... � ....................... .............. - ..... 2 ...... lf"R.OV.I..D..E..TY.P..E..W.R..I.T..T.E.N .... D.I.R.E.C.T.O.R.Y...O.N .... INSIP.E ... Of .... PANEL...C.OV.E'R ........................ . .................................. - ......................................................... I ......... I . I I I I 11 I .111. I � I 11 I I I ''I'll, .111, ....... .............. * .... D..E.,N,.O.T..E.S.�.P..R�O.V.I..D.E ... A.F.C.1 ... TYPE ... BRE.A.K.E.R .................................................. I ......... � .................................................................. ................... � ........ ".11- ...................................................................... - I . I 1 ' I PANEL TO HAVE 84 SPACES. ___ I _'%_ . ..... %_ ------- --V---�-"--,---,--"-------��--,--�- __ . ....... -.",-----��,%%%%-,-".--.-�"%��%�,-----,-----",.%�%%�,.%.,�%%%,�-,-",-%. -..,----�,�--�--"-%%,-----,.--,��--, 11 I "I . I'll . . 1. 11 1. I'll I.''..." 1-11-1 . .1111, . -1 I . � I -.1.11-1 I 111.11, I.. "I", ''..' .11 111-1-1 ......... __ ..... � ..... _.... ......... ___ ..... .......... .." ......... � ............................... . � .... I ......... - .............. ........... � .... � ......................... ---11111 ............ � ........................ � .... � .... � ........... - .............. ........... - ... � ..... I ... - .................................................. - ........ � .................................... I .... - ....... .................. . .... _.." .... I ...... 11 ... I .......... . .. I .... ' ....... .1 I I . � ......... ............ ... � .......... .... � .................... - .... � ...... � ..... ... � ...... ..... � ...... .... � ................ . ......... I ............... ........ ......... I .............. � ............. 1-1-1 .... I ........... _ .......... � ............. � ..... ................ ....... � ........ � ...... ..... . -1 .... .... I ...... I � ....... 1.1- ............................................................. I ......... I .................................... .1 . I I � ... � ............................................................................................. � I -111.111 I .11 I �.. - �.. � I—. I I I I . . 1. � I - � ................................... � ....... � ............ - ......... � ............. - ............. � "...-I..' ... - ........ .. .... .. -1 .... .111 ..... "...-.1.1111 .......... I ............. ,__._'.'._'.'.. 0 29 30 : -1 " ....1; . : 1 i�j, "; ........,:�......,..;:.�,..--...--� �; 0 . - - .. In __ SPACE - SPACE - .f.- --- ; .. ... .. i i !1i!!!!l1!,jl1 . 31 0 In.. .pillilil: - 32 - 0 E __ I SPACE SPACE ___ Wi I ;M:'::.t;;j ,; T i0ill i !illl!ll! R MR1110:1 33 iiiiiiiii 0 = 34 0 SPACE SPACE - - ;;_�i..jii;i i 1 ..Mil: 1.1 ! i ; " 0 35 ; Mll 36 -IN-, o il�piiilimi , ill ! 1 11,1111111 :21WIta'"w, --4SPACE S PAC E . � 0 !Ili!!Il!iiil!!I!iiiiil!lii!iiilliiiiil!li 37 ':,,1'F.;_;_z -_ 38 l;1i!MflH 1i 1 ;I iiiiiiiiii ill : :1 ill; 0 . � li�.i ii;: l.: 1. ...: IN -_ - $PACE SPACE - - 0 39 E 40 0 SPACE SPACE I I I I -Elm 0 4i 42- MR 0 SPACE - 6.853 7.923 5.553 TOTAL 8.71 6.28 7.84,4121OTAL CONNECTED KVA - SERVES . I LOAD - KVA DF CALCULATED DEMAND - KVA LIGHTING 2.95 1.25 3.69 RECEPTACLES (FIRST 10 KVA) -_ 8.31 1 8.3i REC EPTAC LES (OV ER I 0 KVA) 0.00 0.5 , 0.00 LARGEST MOTOR i 9.53 - 1.2 24,41 OTHER MOTORS - - 0.00 "I 0.00 - EQUIPMENTiHEAT 16.50 - I '16.50 KITCHEN EQUIPMENT - 0.00 0.00 PANEL __ 0.00 i 0.00 - - - TOTAL DEMAND KVATOTAL DE14AND KVA 52.91 - TOTALAMPERAGE - �]__ 1 146.86 - NOTES: .......... ...... � .... 11 ... I-- -1 ... � ... _ ..... I ... I-- ...... "..".1.11 ....... I .... � ........ .. I ... I ......... .. I ....... __ ... ... ---_.--.1 ............ - ..... -1 ... 1.1.111, ...... ... ....... _ ... � ... � ..... I .... I ........ ... ... � --1-11- ... -11-1 -1--.1-11 I ... - ... I ... I ................ I I ..... � .... 11 .... 1 .. . .. V I E .. R . I . FY ELECTRICAL REQUIREMENTS I .... - ....... .. ..... 1-1 11 FOR ALL. EQUIPMENT WIT H MANUFACTURER'S MANUAL PRIOR TO I I BIDDINGAND INSTALLATION. ........ ...... ....... ..... I ........... I .... � ....... I ...... � ........ ..... ....... ............. _ .............. � ............. - ...................... � .................................... ... � ....... ............. �� _ ... I .............. ........ � .... � .................................................................................. ............. � ................ � ................. � .... I ... - ................... I—— ......................... � .................... - .......... .. - ....... - ...... I-- ............. __ ............................... � .......... - ............................................................ 2. PROVIDE TYPEWRITTEN DIRECTORY ON INSIDE OF PANEL COVER - ......... I .... I ....... I .... ... .... 11, .... I ... .......... ...... I ................ � ........... � ....................... � ........ 11 ... ......... ..' ........ 11 .... I ............... � ..... I ............. - ......... .............. I . ... I .......... _. _" ........ -11-11 ........ I.." ..... I .......... -1 ......... _ ....... � ......... � .. ... ... ..... � ... _ ..... _'_ .... -.1.1- - ..... __ .................. -1 ... 11 ... -11 .... "..", ...... 1.1'..... ...... 1.1-11 .... ..." ...... I ..... .............. ........ "'..' ............................... ....... ......................... � ....... ....... ..... � ........... � ........... .... ... I—— ... ....... ..... � .... � ..................................... ........... ..... ... � ...... . - ...... ........ .... � ....... � ... ._ .... I ....................................... .................. 11 ....... .. ... - ........... ..................................... � ........ I ....... I .... -1 ......... I .... - .... ..... ..... ... .... ........ I—- ....... I ........ � ........... I ....................................................... .1 . .1 I .111.11 I'll, 11 I 1. I . I ". - I I I I I _ .... 1-1- ........ ........ - ...... __ ..... _--11.11.111 .. ..... I-- .... ...".1 .... 11 ...... -1 .... I ..... I ... .......' ................... � ............ � ... � .............. � ............. _____ . I.., I . 11 I . ''I'll-, 111.11.1111, - � ................. 11.1 .... I ...... 11 .......... ... .... __ ................................. � ............ � ........................ � .. I � ............... � .......... � ... ........ � ...... � .................. __ ....... - ............... � ....... . ..................... � ............ � ..... _1-1 ...... - ................. � ........................................... 1''.. I -.111 1.1111.1.1-11 I ._ ......... _ .... ... ...... . ' .11 . I—— 11 __ ......... ................. ..... ........ " ..... .... ............... I I � .... .... � ....... � . ............... . .............................. - ........... _ ............ I .......... I ...... I ... I ... I I .. I .... � .................................................................................... .. . I � ............. � .. ............... I .................... � ......... I ... � ..... .... ................. . - .... ...... I ..... �... .............. � ... � ......... � ............................... � ... I 11 I 11 I I ... . I ... __ ....... __ ... � .... ............ ___ ....... ... � ....... I ..... I ...... I ....... . .................. _' ............ .......... � .. ................ � ..... ........ __ ............... ..... � ... ... � .......... __ ............ _ ............................... I ... " ........ � ..... _ .......... .11 ................. __ ............................................ I I ''I . 11.11,111, ... ''. 1. I 11 � ............. � ..... � ....... ___ ........ --.- 11 I 11 I -111 I I .1 � I � I - - - - __ I __ __ - ____ - - - _ � _--l- - _ ,--,--,, ______ - ----- � ---- � ------- _______'_ - -""-,",--,-,------,�-----.��-- ____ I_ __1 - � - � __ ________ ----- - _ - -1 - I - � I - - -_ - -1 ----. _'. , � -- � .... - - -_ - I - I 11 --- - I _____ I -_1 � I - . - - I . - - - - . I PANEL: ..... .1-1111 ......... I ........ � ..... � .............................................................. � .............................................. .- .... . - -1-11. I.., '.__ .....111-1 � -1 11 .... 11-1...I.I.. -1-1-1.. --.1-.-__-- P22 � .. .. ... ii4 sP9't0ANtL9' 'kb ttIttIdN I I I I I., � I � ' VOLTAGE: �.. ......... ................. __ ................ I ... � ...................... . ..... 120/.?0.8V ... 3.PH. ... 41W ................ ... LOCATION: .......... ...... .... .............. _ .... � ......... - ....... � ................... .............................. SUITE 101 STORE ROOM I I BUSIBREAKER AIC RATING: ........ I ......................... I ...... .....".- ............... � ..... ............. ........ � ............ I—- ... I ... __ ... _ ..... 1.111-1-- ... 2.12K.A.i.1-0-KA ................. � .............................. MOUNTING: 11 .... .... ........................................... � .............. � ..... SURFACE NEMA 1 � _ ............. ....................... . RATING; ................ ................ ................................... .......... I ... - ... ... ... . . - ... � . ....... "..' .................. 1.11.11 .... 111.1 ... --6.09A.- ........... __.." MAIN ... C.O.N.N.E.C.T.I.O.N.; ........... � ........................ � ..... � ......... ...... ... . ... .... ... � - ... ... ... ... ..... ... MLO _ FED FROM: . I I 11 ... I'll., WIREWAY/C.B. CABINET - bEVICEFAMILY; - I � 1. 1. 1. . 1. I � ... I .11 SQ. D NQ OR EQUAL ___ = DESCRIPTION N � i'R-'-� P - CONNECTED KVA - A B C No. No. CONNECTED KVA ! P A I B -c- = UJ Uj = = " �_ = * - ,J,� '_� - �DESCRIPTIC DESCRIPTION _ . _�_ R -SHOW WINDOW NW S 12 20 1 . ; :: ;; . z' i ;� 0:1 :1fl , . it 4i - .11, :- tjll!!!! 4;i:lii 1.44 In .1p. -13 1 Z.: l; � .: 11 1,41M 1,t�il; I llli i.,: i 'q..lH!11liM%ll1.l.l'2 _ ;i.l:: 2 1 .,-M. ii:;:;Ii:;;..,i;..�l!;I::;,;:;:: :1 iz: W:;.MP:: !, .: iii 1 i � il. �. .... :. ::;::M: - . . :T , is 3.01;_M i ;Zll.;_:. Hill l:;0, .i.3 .... %; . . ... , 3 lili:::: 1 il.; _'N _. :: i , 1 I i: - !_; .H: i: � i, iiiW. .N. - ;'! , 1: � : -M.0mm i 1 1- j:I ... � ..::-M: i 20112 R -SHOW WINDOW NE CENTER R -SHOW WINDOW NW N 12 20 i I i : I � r I I i ..!!Illllllllllllil."'.Ilil��,11111111 "'i .. "'; I i I " : ' " """'i", 0: . :. - "'; I- - " i i - . :111 I :0414.1 i 16m, 1-11ilil M: M qt;;Tzw .. .. .. �::. :11,1111, : ::::.:l: :i 1.44 .."... 3 0m: i.. ............... 111 . :.2!i:.tl:l;:: _-o , .... .�j .,-mi, I .. . .. i..... , : w �. 4 - ;1,1; .i ; ill Willl-.i. " . .. * .. :..� "'I'll"' "' - � : 1; 0. � . 11, ' . ..... . ;-i'li. . i. " : 11 I i:. 11 . ... ii i ..... : 11 '. 11 ...-ill .1 z! z 'i . !Nit z 11 : " 1: mi ii I :" """'. .: i: 1--ji I I ...... 111 111: . --- I - : : . ; .. .z I i , . I j 11 : ! ;; M ..... 1 .. . .11 . I I I I . I . I'll .... .. I , . i:111: .' ill ..... 1 I I i 2 � . . 11 i 1. 1.44 1 :1 I I e .... I I I I I * : Ir i, . I I'll 11 ..;1.11 ;; I 111 ... 11111,111.11.1111 .. 20 12 I R -SHOW WINDOW NE S - R -SHOW WINDOW NE N N 12 20 1 I � . i . . ; ; ::: ; : ii ""' "' "' ... ""i"I""" i . . li i : i: ' """"'i"" ..-: i . i i........ .1 ---ii - ` I i i ' i :It 1.44, . . ii:.....i.-I.......r--....,�..-i..;�...�......L-.i..�,...,.-."i.i,. I..*'...-,'..""!�"',-...-.",]","",.e",--",t.",�.....".,i"z.?,'.i...."","",",..,..�l,.i***'�,...-",�.".....*",.;i",..",,.,.�:14:4:�. :! 5 .. . 6 .. :l. : - "' ' - %;::!'� .. I . : ;: . :fl:j::l::lw.; z . �.j ;31:: .. . . : ;: i ... - " " i, " i;z I ill. , :: q : :1 i -I; 4:liji; 11 i i M i:l; - - ... - ...... i , I .". i " -, ' ' I "' :! . . .. .: .. z I - 11" ..... MM;.; 1.44 1 I .....,..i�"i,.iii.ii!.....,Iii....:i.,�"..'�.:,i"*i"!.........!...'!*.i"l'..,.,;.,il'�',�."i;:��".."' .lz;:! I:: w l� : 0 ill. I il m I 1!w 1101. � ;. 201 12 _ R -SHOW WINDOW NE S S R -SHOW W INDOW NE N 12 20 1 rw!i;!''_ I .:::,:M:..::::ilw;Tzwll1. V. =:!;Z1;l'0. 1. I 11: .. :.l: ;-N., ;;01 i ' ;:;:1:_f11:. ..'. 4., i -i-MR11 i . i - : 4 3 .. i:. I I I 1 7 1;. IM!.' 1 1.44 1��.1111111.lill 1 �1'111.7.11l; ., 7 : l'i .... 4. �i l.... .i I '' I 8 :11' ;i!.li:4;i;g1NlW:!i1': :.i.: - 1:1:il; j! - - 1111; ::i. . �;;l;. i. iiii .11 1 ;:N;wrwq; i 1 1 in 1 I I . I 11 ;1 I � , 1 1.49 '11 I , I ill. ill, .. MWir ill; �. I . �1 = 20112 L- RETAIL NE PERIMETER L -RETAIL SE PERIMETER 12 20 I 1 . . i : - Milo ' i j z:1 1. I 117" -1 j 1;i - r:l: " """"', ' ' 1 .. .... .. I I :N lilllll`lllill-li'� .. .... � 1.79 1.111111 ", I .z .11111-111111: 1'. .- - 9 � ... I i �: U.1 . .3. .. �'! .... :: - 11l111`11..R:8 10 !01111111111111111111ilillli.',- 1. ,I 9 i :;:11:�:: 1 i:.11::�:.;:! MIPT..".'. , 20112 L -RETAIL N BANK CENTER L -RETAIL N BANK E 12 20 1 , . :::.. . :;l;.i. 16.11611i;,. I .1. .; t:i.ri ... i "::;:: z , . . , , limillal, .. W., ll i 5i. .. . 1 1111111111ill i'�iiiiiiiiiiiiiiiiiii!!IllliliiilI l4l .w. .. 1. : ill .... :::1111go, ._Iiiig. 1.49 11112 i %:, �;: I i: I i:!.::! i;;,l . i::: 1 I.. 1: , -.1 :1 im:i: i, � ill! 1 111.11;N ... ... ... I M :4: 1-:114,j1p;'; .11llmw� . ..... : .!_.: ..' � , ..'ib. md ..e .M. :iii., I ... .. . ili"". :: � . ..... '.0 I . ." . .. . ,., . '. 'I" '' _;v .. ,. ..1 I .. . I. 13 .. .... . .. ... .... '... I . ;:Iil i M., . tMqjj11 1.;!-:::';:L It .: ' ' !::. : 1:1 "i -Iii M:l_j:::i!:�t:1i qq� 1 4:0:;: .. I : . : ; t il .: ft 111. I I 3l::;i:l'!;M .: i .': .1 ' ; I 1.49 1 1.111i li i i I iiMMIM: linlill :'j l: W." !:: `:� 1::11117il i il' 1 t fi...... I .. 1111. . - I I , 20112 L -RETAIL S BANK CENTER L S BANK E 12 20 -RETAIL 1 .. ........ ...' .. ...... . ;. ....' . ....... 'T ...... . �. i - , : .; ill. ...... . : ;w ... "", : .i_ii.: I I . ..! . ...... � ...... �..'' "' .:- - l' .� .... .. I... _. -i .. M . .. .. ... P. "'; : . . 1: 111111 11 1- 1.49 'i-s'..--"'..-�....Ii""i"�.��i:!. .. . 13114 11111 . ..... 1!... I I ...... I ,: i. I 1. I ......... illl 11r. 111,11 .. ; . . : .: I 111.1 . 11111111111 ....'! 1.111111111. _. �. ,.C;i_:: .4. 1:::1 i �:�: . I 11%,I.. ... 3 ::L:; im�.. m: :: . - : : ;. :i; ill . .;: I- 1: t i I R i%j; .. i i ,� 1 . 1.49 : ...1;:f;:.....j --1 .. 20112 L -RETAIL S BANK W L -RETAIL NW PERIMETER 12 20 1 4 i . ; .. 1 , . . � .: .: i : :; ; .. . . . 1 i. '. . . 1 . , 11111 . �.. .P. mm' � z ... 00 : -'a.l. !..-***�ll..�i'*'Illlllllllllllllllilililil!lI 1.61 i; 11 1,11: ... �. i, I I - , V.is: 15116 . .1 ...... '.. %;F: .. . .. m-". ..', l; .i N..., ...... `iii .... i ... I 3 11 '.... . I .... - ...' - ,.... I J .. I i 'i ; 17 I 11 I 1'... 1-11 41:0- ...:T : - - - F . :i:4 q � : � ; : : z : ' , 4 i � i i , , : 11 L � ! '. :Iiii . � i i I I : I . i : 1 1 .lw . . . . .. i i I 1; T :.l.i : ,Tw- : 1. .. ;.. , Hil 11':;-T'l1':;l;1 .", illi ,,lill-i ni'l i"221, !;� ii: lil'......' I I.P 1 . li 111111111" Z" . 1.49 i il" :Jji: .. d:111 I 11 11 I I I I l.1 !:� 20 12 L -RETAIL N BANK W - '' '' L -SAFETY 12 20 _ 1 111ml 11l--:Miv'1N i;. ; _. "ii'l , I :,;: i:: : I 411 ! !R; ... . 01 - - . li."' I I 11 ii :11. i7l, i i !; I : - --- .... ;. I : 111 1111'... I ...... . I I .1 .... 0.45 17 :Ii.:1 ; il.l; illilli..,"t..Illi,i'.....",Illi...*-...Ii��,11.**�'!*.,!'!'�'.'i!i"..iI - 1? I Ill I 111 .1_ 1 ..... ... . '_ , ._' ,. ...... ... .. ..'..... _ .. 7r, i � ..... . ... " z ii ... ....... . ..... � ..... _,� ....... ... ....... . .... .. i .. . . . ...... ...... I _ ,U..... - .__ _....'.. ! _M' '.....U.... .. 11111111111iijljlll . . .. . . ...... . . ....... . _1W6 illijillijill l... ... .. ....... im,.ii ... -.1 ...... I .... ililill., . j .1.i -16, -IYI.'."" 1 � I I �"E)R' �� IfF EI!1 1,111t�'Yr`E"%�� . -_ - R -TELEPHONE BACKBOARD . 11 ill il-..:.'.. i M: ;!:;l: 1: : i. :.. ;-4l �4_11; tNMil:z i I ,.,.,.., 1 MI: 1 4 ... , , , , " 11 1; -""`�i ilwi " . I 'i", 'l:ii:;illll1 . Ill ii. - ' ' ' "" lpil :. I 1 ' ", "" � "' r "' " 46i 1: i . . -l' i* I 1111 - ; -,1 111111111 1 1.: 4EN I ' I i 19 .36 :.z;:i:1 ,1111 , !:: 1 . ; . I I 1 I 111,111-1111-11 111.111 I - i-Il."I'l .: '1011 . ,I: 2 iiiii .. ....... ll;:.11.i1.i.;.r.q.;.: . :W.0, llilill:;i: i jjii:l;;' : . WN 'l 11 ;; :j:!:! 4 i I of .. Milli.. 1:11: 4j:%j;jj' * 1.5 11 im '' ;. 111111 2 . .1 ME: Nil. !'! I 1: ;.:;: i i I jli1i ii . 1 I I ii. 1 ... ;M.." 30 101 WA TER HEATER - SPACE . SPACE . SPACE I -M .' .i_ 6.1 . ;l1w.a.... Wiiiiiiiii-1 iiij: lfliq_i, li ;' .!ill: : ': 'I MM �" ll : - : mi ii lilll:::ljz::; ' ; � iii;l " :lnr:.'4:j - . I : MI.; r ::; i.1 : : , 7 l_ . j.... . 1; i . i .. I :: lil. z w: . : i , i. ; : .Z:: i .. wt i . M-1 l'lil .: . .:. - M; , 1, t : 11 1: 1 I i .1 mzi ill UNZ; ;M.T . 11111i 2:! z i �; 111, I 111H.. 0 .i 21 .0!.3z%!w:. I'll. :.:!'. !...l.!'!:l.11 . :i: . i Mill; : "; - J."' i : Ill 1 ... 4 i.. .- " I ; 11 - "' " ; l l'.." " "' . 11 Ill ... 111 1-lill "ll. I I I .0"i 1, i'M- ..' i 11 .1 1111 : 111 I 1111 11111 I I " I I I ' ' ' 11 I ,,l,1.,1.l1,l 0 23 III I ""....l,.. 11.1 `;;; I-- a .:1.;'..lKq*ii;i: ..i; I .. .' : .. I .ill .i : 1 i t.. l'_:.: i.:.;.:.!. :'_:.:::;N;;;:. 1w. ... . . I I 1. :'':;;:';:i1 I ; .' M .... I .... 1: - M ill ill I 1�1 .. 1: i: .: 101NIM iinalli:2:1:4 " H ':M; -:1 I . 11;l;:og1ll_;=i1,_ M: . . 0 111--liz 1 11 11 I 1. ill I . 11 I , M.;..' 11M, 25 11 I ol 11 11 .. llizill. i ,: I . � i . ...' . 22 24 26 ; � .: fl ""'."'.1 ." .. .... - H"' i;; I .... I.I.. 'l.' = q .. . i �11'1`11.11: il,,, .5 I i 11'..1 . . I . I I �.-"i...!,....,..!,.ri..!,...!....."...!".,Ii,.!! . : .. . . � .. � I _ , i 1::M - 1 M. 1 . "'. iiq! w::!::z a - - 11i I I j: i :.* i ; :; 11i;.:1;: � - 1:'.l'::jl;ff:q M: ;.,.:;, I to:li;4: .:..:!;., 11;1�.. 1111111 .1 0 , I . - ....... - : l_l1:ii:1t.,:.t..':.. ; _r'l 1 R�l v-1.l'M.l..:i;.' : w ., 1. ;w:z;:::i':i: !!!..Il!llll!llll!!Illl-,Il!!11!1: .!j. I mmmli:. , , � ili ., . .. 0:1; ii M.N.1m.; 0 : i'j:l. ... .1011EMN.'ri-11 1. .' . .. 10 - - - _9'pAdt�� SPACE SPACE Nfl. . zi ; I mi. 14 1 irlij 1 1 * !: .... i i : 141 z: :: I tl: � :1 "" ' I z '! Ili "" 11 : : .. i ... I I �.".��.'!...";..*,.,..,.i*�.."i.",..","i"li""!"..,.,.i 0 :i�l!.�*�ill".'�.'.'i"�'�,."".I I 1`1111:1111111 .... I I I .... 11 I i ,I 1i � - ill 28 Mimi& li;1l!;:i:n.,.;lli!;l. il"M.M".. - I p. i i;l i i.: : I ::: i ....' l'j::r'.'l.;;;i i .j::wi.::i ; i li 1 [:,::i 4 11 - 0 i;jl';'!.: , 1:0. .: 1:q: :,:: 1. Hill iii. -, !:::'! 1 " I SPACE SPACE � ; a . M.ii..! .. w; i Z�; .. . 1';l.ffl`::Mj.::1;;; t:;1:04 i ..! : w -1: I on jj::T;l2�.;w' :.::;:: ji ii.11n l : .i; : -.1111li: ::! I ::. .lw.!:.l:M. : 111111:4 rl 41: 0 29 ........ ;; ili.l: : . 1: .1:4; 1 i 1 .q. �, . I 30 : i * : q : ' .: I ; - . : 1-111 I . I'll 0 1" ' I ...... L.. ;.;;.i. 'il' !.. 1.0 I ii..' I I SPACE SPACE ;:-,,'-q:;-; ...' :i i '. I ... . ; S., - 0 . i i . ''. . �.: , '_ .iw'..R::. iw_ ; i.. " ; M.Nli. illi. ill ` .. .. .. .. 01.1. ill. . , e I.: t; �. i; - i:i.101i 31 i .m 11il : . ;iw ... ,. . t Ni ; 1; ill. N lilli � 1, i " � ill : ... i� .. 1. I iN .1� - 111 1 -1: 11 I 1.11. Iffillill lill, ri .:,' '. ; , ii. .. I ,... 3 2 ;. - .1wI -ZiM - 1 i ; 1:4 1; ': , 1 :1 fll:.j lZilill 1 1117:_; 1:,� , 1 ._: 11N.11" ,il;:. i ,11, . 4 1 :..1 - i : . 11:.:i:l.!;v �Ml i: i - ifllilll '�iiiil:14111 ;;:j � L;; : :f . -i:.i:; I : : 1: liol :. : 0 1111 1 . , ;;... I'lilfiHI I 0 .!**.. 111. ..!.!;!. : 1; 11 i SP ;arg: CE SPACE * I . ", i.*��"iiiiiiiiiiiiiiiii�Iiiiii"..Ii'iiii.-I"-'iI 0 r ,11l..... .'.,i..,;,."�",...�".;"ii.'.ii'l.,,!'*"...�...i*!*'.....�!".'.;..�.-I.I Ill ll 33 zl 'lli"', " . . " I .Z .1 uluil . 111 fl .1 .. '. ' ........ IN ' li"i 34 � "'; ... .I n,. M ... i .. ; li.i.:':... i: i.. _ ." 0�1 ... ... M..... :M la.':.. ;.:: 1:i: i., i .".. i .i. ' .! ; �r '; M: . 1-ii.-ivi. i :i wil'ill OM;. ... .. . I M, .i: 11' 11, it7 t! li 1: ui4r ..' i _." 0 i 11111,.. �Iiiii�'i...'!,�.*�l"....".��: ....M.1.4 NRM.. I I.R., , :ilzil;' 1: M41 ll'.11111 _ I .... I I I I-. ' 11 . wi Ill :.:,:" ... - i.... I 11 I 111111 ..... ill.1.111 - - SPACE I - SPACE i .'; ii: t illli ", N :z4ill., A ! ;.N: 4 ... 'r ill : . 01 71.0 M - . I " .:.:i 1: .'t .1 l.!ffl;l.*;- ;;! .. .. .. - !' . ; . " ; l:t2i:'i.': : :1 :i',: �.7 ill i ; vlmi M . .- .W.:i;;l':. 6'.. z ji :.� . i i :: 1. Mjjjj::;:vNi a ' 1101:1.11 ;. .- . w 1. iM.N011 ... 2%. 0. 0 35 ; I . . ..... Ml: i. Z: � lil. 1.0 � : i .. -i . 1. -, .!. - . . w .11111 .. I 36 . 4 :11111111111111111�illillillillilI 11111111111111111!1111pill! ; l!Ill 0 I 1:1:.. , A . It!w:d MMM.M.I. :- ; 44 .:13:...,4i!;.:;:.;i.�.,I;!t.::Iii�l.:;;;".�'ii::. . :.-M ... ii: ! . , liiil.M SPACE SPACE q :i .:: j::: w il"'i., 7 :;:! 1 ;: R'.. rl N."! 1. -,; 11 � I ' :i ." 4i 1111MR, � I 11, .. .. li", " .... ll I 1111 1 .. ., 111.1 d - 3 F! iiv.;; lim::l . : ... I i I . M I , " ; i ' ""' I 11 I 11 � : . , W .ill. . on ... ii, ;i I ..... . I 11111111flil. I 1 ;: .. 0 I i M, . ".-Ill..il.l. .11111,111. . ;....'.:' 1 . 41;:;1.'.:.l!V:l!lz004q'.d ':::qf',!_ :;j:l:;;: : li:qr::l:..... :;... .... :: , . ... :i::':jit '':;j;j:jl ifl; 4Ni:;'l.!:::r:wl' i! Mll:::!" . "'' ;: . 11 .. ... w'; li.: I .. ,. i. vlWlzq::: ii!ffll; N:;; ;i I 11 .. 'ti . " ; . I. r .z M I � iiiiii l� id I _ Z. :1 :; I : I iiI..i.T;.i!i!i:ti:!.:�ii.iit;::!.:!:: ... .. .. .. I ill I M " , i''. I SPACE SPACE I - ill - ` ." I 0 111 iiii.'i.iii"....'.iill!"illllilillilI 39 111 ... I I i iWili; willal - 11111111111 : 1!'11"'1"!!!l!NIl!l!l!! 1 0 I 1 NiMli 40 i. .: lli::: z:: !:;..I � 1.1-11111; : .: . I 'i i ili ili; !M.58 � : i'lli iiM 1% i`lii i i: 1 li; - Mill. M - .. 111111!1111111!111111iiiiiiiiii� i i; i0i ii.,-*�.1*1*'..i*'...i*'...i*'...i*'............!!IiI lill!ll 42 I � 1 I - i a 1 i I 111 i:!,': 11 ,I 1. ... 1 1 1 1 - - I-— .. 11.�l _11 L --- 0 SPACE SPACE I - 0 . � ill I : 1zil I ::!ill:! i i :: i ::,: i 1 Mm i j:;:i. BE I �: j; i i I SPACE - 4.73 4.836 138 TOTAL DF ICALCU LATED DEMAND - KVA 1 5.92i 5.92 I TOTAL CONNECTED KVA SERVES 1.26 1 CONNECTED LOAD - KVA 0.53 - DF ICALCULATED DEMAND - KVA LIGHTING - _ RECEPTACLES (FIRST 10 KVA) 16.14 I 1 1.25 4.53 1 20.17 � T 10 KVA) RECEPTACLES (OVER 10 KVA) --- - 10.44 '_ I - 10.00 R 10 KVA) LARGEST MOTOR 0.44 1.25 1 _ 0.5 - 24,41 0.22 LARGEST MOTOR OTHER MOTORS 0.00 1 1.25 1.37 0.00 OTHER MOTORS EQUIPMENTIHEAT 0.00 1 - I 24,00 0.00 EQUIPMENT/HEAT EQUIPMENT 3.00 1 0.00 3.00 KITCHEN EQUIPMENT -KITCHEN 0.00 1 i 0.00 0.00 PANEL -PANEL 0.00 I I I - 0.00 TO AL DEMAND KVATOTAL DEMAND KVA I 1 54.84 TOTAL DEMAND KVATOTAL DEMAND KVA ___ I 1 I 33.39 TOTAL AMPERAGE . 92.68 NOTES: .1. 11 I - .11.1. -1 . ..'. . - � I .1. I .. �. I I . 1. VERIFY ELECTRICAL REQU . IREMENTS FOR ALL EQUIPMENT WITH MANUFACTURER'S MANUAL PRIOR TO .�..�..�..�.I.I....,.........�,,� .................. ............ 11.1.1 ... -......1.1 . .... 1.1-1-1 ........ -.1 ...... -.11-1111.1.1 .................. � ..... � ................... ........... � ................................ ___-1 ...... 11-1 ........ � .............. ............ � ........... � ..... � .............. - ........ .. - ......... ........ ........... - ....... BID..D.I.N.G ... A.N.D ... INSTA-L.L.A.T.I.ON ................. � .............. __ .............. � ................. ...................... � .............................................................. -11 ............. . ............ � .... I ......... 1-1 ... � ........... I ................................... .." ..... .... ........... .... 11.1-I.- .... ......... � .......... � ............ � ..... . -11.1- ..... I ...... � .... � ...... ... .................. __ ........ ................. - .... I—, ... I .... .... .......... � ....... - ... - ....... I ....................................... I ... I ............. -1 .... I., ................. ...... ... � ..... � ....................... .............. - ..... 2 ...... lf"R.OV.I..D..E..TY.P..E..W.R..I.T..T.E.N .... D.I.R.E.C.T.O.R.Y...O.N .... INSIP.E ... Of .... PANEL...C.OV.E'R ........................ . .................................. - ......................................................... I ......... I . I I I I 11 I .111. I � I 11 I I I ''I'll, .111, ....... .............. * .... D..E.,N,.O.T..E.S.�.P..R�O.V.I..D.E ... A.F.C.1 ... TYPE ... BRE.A.K.E.R .................................................. I ......... � .................................................................. ................... � ........ ".11- ...................................................................... - I . I 1 ' I PANEL TO HAVE 84 SPACES. ___ I _'%_ . ..... %_ ------- --V---�-"--,---,--"-------��--,--�- __ . ....... -.",-----��,%%%%-,-".--.-�"%��%�,-----,-----",.%�%%�,.%.,�%%%,�-,-",-%. -..,----�,�--�--"-%%,-----,.--,��--, 11 I "I . I'll . . 1. 11 1. I'll I.''..." 1-11-1 . .1111, . -1 I . � I -.1.11-1 I 111.11, I.. "I", ''..' .11 111-1-1 ......... __ ..... � ..... _.... ......... ___ ..... .......... .." ......... � ............................... . � .... I ......... - .............. ........... � .... � ......................... ---11111 ............ � ........................ � .... � .... � ........... - .............. ........... - ... � ..... I ... - .................................................. - ........ � .................................... I .... - ....... .................. . .... _.." .... I ...... 11 ... I .......... . .. I .... ' ....... .1 I I . � ......... ............ ... � .......... .... � .................... - .... � ...... � ..... ... � ...... ..... � ...... .... � ................ . ......... I ............... ........ ......... I .............. � ............. 1-1-1 .... I ........... _ .......... � ............. � ..... ................ ....... � ........ � ...... ..... . -1 .... .... I ...... I � ....... 1.1- ............................................................. I ......... I .................................... .1 . I I � ... � ............................................................................................. � I -111.111 I .11 I �.. - �.. � I—. I I I I . . 1. � I - � ................................... � ....... � ............ - ......... � ............. - ............. � "...-I..' ... - ........ .. .... .. -1 .... .111 ..... "...-.1.1111 .......... I ............. ,__._'.'._'.'.. I'll PAN EL: I I .1 I I 11 I ....... I., .... -1 .... I ........................ � ......... � .......... � .__ ... I .... -1 .. ....... . P5 I I'll I I 11 ''I ''I''. 11 "I .......... .. .......... ......- .... � ............... � .................... � ... � ................. � .......... ......... - VOLTAGE: -1 I I I 11 120/208V 3PH 4W _ .... -1-1 ................ I ......... -111-- ... 11 ..... I—- ... ....... LOCATION: "I .1 � I 11 I I'll, 1. SUITE 104 - BUSIBREAKER AIC., R.A.T.I.N.G.; . - 1. 11 I . I - � 1. - I 1_1 - .... 22K.A.M.P.K.A., .... - ...... I ... _ ......... ..... ................... ........ � ............... . ....... MOUNTING: I - ..........", I I I—- I � � I FLU � S 1. H - N - E . MA I I 1 1.11.11.1 � I FED FROM: ............... - ...... .... .............. I—- ......... I ........................ 1- ......... WIREWAYIFUSED DISC. 1. . ,,,RATING...:,, -.1.1. ..... - . . 11 ... � ................ � . 11.111, 11.1-,,,, I .'"' .......... ... ........... ........ 4.00'A ................. . .... - ... ... .... - -, MAIN ,CO. NNECTION; . ... 111- .1.11, I—- ML . 0 .1.1.1 - - - DEVICE FAMILY: ..................................... w ........ 1. ... - ......... .... .... .... .... I ....... SO, D 00 OR EQUAL DRAWING NUMBER - DESCRIPTION 0 Q = - - RNECTEV IWA CONNECTED KVA I ; �'- �-% �- DESCRiPTION - LIGHTING 12 20 - ____0.[No. 1111 1 0.42 iiiiiiiiiiiiiiil--"-"'�'lliiiiiiI 1 iiiiiiii.i"".iiiiiiiiiiiiiiii.i Iiiiii - ...'_ 4 z" - - miov! 11.:.0551IM11, _4 i'..iiiiiiiiii.i......"...iililllillillilI I 2 0.72 lil;4i4i I. 'i4 i'.1 20 121 RECEPT S - SPARE 7A . `_ * - :; .i i " I ill"i...' 0:.. 1 ;; - - l�ill' I ` '�. 1 ; 111"! 1111 0 11111111.111-11iiiii ....'! ...*..,"�i,�...'."".'i.--'�'�,",I�l..'.'!.'.. 3 ; ; il li: i"' 111 1% mimi'w . i4i % ", : ;:4;;" i : . 1 , il' Ill . I! : z ll:i Ill, : 110mil .1; I ....-.-..!.�l',i,'�,�"...",.""i,.,!,!,.i�..!*�.."ii......-I.Ii,*",i,".,"'.."'-',,.!"'...'-*i"I ,l 0.54 1 Milli 4 M ;i_;: 11111IM11 NDOW R CEPT 12 20 - - - AH U-7 8 5b i *' .,ill I 1.i ill I I'll I .1 11�111;� " l' i , 1 1: .1, 1. 3 4.228 , 5 ovu_ - - I'llillillilo. � IN i ; i : i � i i.,.Ml.:i".�.."...i;....i�,ii,....,..,......i......i..-. ii ' ...-i :; ;z i; H ,. i � Wil : M 11 'f�,.",..,",,...,",!.*,,�".i�i-,','-,--�i-��l',,�li.! i '. : I 6 11`11 I '111111,11 '. I 5 1 ii, . I 0.7 - - ____ -'v-w-v-'q1 , il v , Ill ::: I tj;� 8 5.39 1: 3 :: ___ 20 12 V , 5 6 0 R-EWC _V_vV lir" CU -7 .. - 8 iiiiiiii! ii.""..Ii*"iiiii��i,.'!,..Ii,ii.,�.-Ii",i..�',..Illlllll,*r .... 1111111!1111111111111ll i "Ill 9 4.228 , -",1' in', ;.. i I M.m. Hil Mill Rl�' lill 9 i I :1. M 10 N1111111111111111111111 1 5.3 11 _ 6 8 - iiiiiiiiiiiiiiiiiii!�ilill!llll:z . i : 4,228 11 1i!lli:j!jl�:jzfii1:l;il!l-& I 11M ill irillimli. ! i: i 1111 il 1, 1 11 : 1 % 5.39 i :: w . i I !-.2 ... 12 :H"Y""U" ' ;ll ''I � � r . . 6 SPARE 20 1 0 ..'ib. md ..e .M. :iii., I ... .. . ili"". :: � . ..... '.0 I . ." . .. . ,., . '. 'I" '' _;v .. ,. ..1 I .. . I. 13 .. .... . .. ... .... '... I . 14 5.39 iiiiiiiiiiiiiiiiiiiii;iiiillllll� : i 3 50 6 1 CU -6 SPARE 20 : i 11 i! Mi;:; � I . a w i.: : ; 1 ::Z. __ 15 :;.i:; ::: ;;:'7 � - i *:l';; ;N i ... i w ::: 7 i s ii:q. ; w;lP;;1;:;.;!l%;;;w 16 11111 NiMm. 5. 9 R 6 1 - AH U-6 8 50 .. m-". ..', l; .i N..., ...... `iii .... i ... I 3 11 '.... . I .... - ...' - ,.... I J .. I i 'i ; 17 I 11 I 1'... 1-11 41:0- ,.-::I!;; 1 i 4i;!1:;.; W.N.003li! i ,. 1, ;:. .. 5.39 , I 1z"I"! il; .. . 18 11. M. .. .. . "" 4 114"" * .. iiii! 6 I - 'l-,�-- -8- - - -4. &� --i1:iii.. ..... MIt! _2* -4:00-R.; -y am --I- 1-2� -4-2`1t- _'^1 k'"WLI 8 i : �z : . � ; , .. *� .. ... . 11 : ,,Z;;: � .... '; .-..-..l;;-- 4.228 ;::1:;: igr, I I 21 ; . ;.. " 1_111: .. 111 -Ill" 4 -.-"'11� i : i :w; ; ; ""' ;,**'**,::;, 11 : ....."111111 0.72 ::1,111: ill 1 I I .1 22 ' i ' 1111111 111 111111 I 1. 1 20 12 R -WINDOW RECEPT. . __ SP .E - SPACE I 11. q I Old, Mill I i 1,11"...; 'Iiii i z 4 -1 ll!2 T: - -11111!ll, i " I 'al: i t "; .' ;; , i, I i � I . I I I ." 0 ;.. :; ! , , 11 .i.i 11 _. I I 1 23 - I 11 . i i."wimm: __ � i 11 . : 4 ; � '.. M z ;q . . . ::: t! i:':'-� 1; . N 11;;:1 . . . i i! 1 7:11111:!l; 25 i .. .. .! .. .. .. I 0 .!.��.�!..!"i,..�..-...','��"".".i,.",i"i,...*".i""...."",��-i-.,".�i��i,.."�*..'I��,�i.'!I li'll � , . w: ....... zi , F. ; :: ` : * ,,, I , :::;., ;, . i.; I i... q .. i illim. i - .-I'l "I'l; lill ill 11111. I 0 'I i - q 111 '.,-! 111-ril 11111. 11 11111! 24 ** '7:111.1'.111,11' 11"111111"'. ! . ilzz � ; 1 7 ' 1., Z: : im:qq a % a;' 1 :;; �; z ! : : 1 : z ! z ! ! ! i ! ; 1 ; ;; ; ; z ; ' is;l;ifli. . . 1 1 1 ; ;z ; ;, - - - - 26 v 11 11"IN11 1111"E' 1 1�3131::;;: . ':.;-s-;.;-1---;: I SPACE r 0 I SPACIE SPACE 4 i , , " ,,, ..... �-'- 1 - z ... ", t;; ' , "' ' " ., , �..,��...-,...�-.!...-,;,�.-i�..".........".�i�i,.."..,, 271 0 1. I 11 ... Mqw;:iw!;w.:;;:!:1; . . _ fl.. ...;;;;;! ' :1 ..... r ai'!U w ill 0i; i aa. till .. .. F; z I - - 2 0 � ..... n;::1w: 8 I " . '... 1.111 I SPACE - SPACE ii""Illillililti!lliiiiiiiiiiiiiI 0 29 : 4 30 %iiiiiiiiiiiiiiiiiiiiilillillillI l;:4;1;';:3l;;;.;,l: 0 .. ... I :; SPACE - __ SPACE &l;;';jNlllw:; i I 1; i; � i; i!, ii - 10- !I. 2' 1`�I'll . . liL! H.; i; 11,10i'l:; R i:: ;;': 31 ll : 'il:� ; w .2 :;ii. i : � It I 11 ! : 32 0 1! ;g'. I I I _! � SPACE - SPACE ii il :i i -I 111111lil'[11,-1110111 33 iiiiii,�ll"�.�iiii,ili�ll'i,ii,iiii,�i.iiiiii 0 I 1111i il"IM am:%, . !till 00: M lizilf .� " i; N. ; Yl I I i i 1, li! '; 1 i , T I 34 1 1 1! $1111"I'll I 1:1,!, � 0 I 1 "�'1111111 4, . ; SPACE - SPACE - - SPACE 111111111ft"1111111111" i . - �iiiiiiiiiiiiiiiiii,-..iiiii.,.iilllI llilil!!],!.11!!Ilillilli!ii,Ll�jill; Mi i 0 35 R. N ! T ll!iTliz ll; � liklllillil�: 0 iiii '00. 37 q,: imM, . . ; .i.11; ill. - tt :ill.: sl 36 1 1111:11 0 ___ " 38 0 SPACE SPACE SPACE i i �i i .1 :;:;; 4. imm r: . :i; i:;zil: ! - 11, 0 '!;:;i1:l; ;i 39 11111. 444;� ... � .;':.. q.. ! ; . M; ::: iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiI 0 ;z:i "11::: ' -ll'-'-:; . ! "' i i . 40 11.1-lilll1"m$:4;1::': -.1 ` :1 -iiiiiiijilli ... 1111 iiiiiii;iIiiiiII11111111111111 I SPACE SPACE i ii -iii a ; i. " : :i -H ": ... . , ... ... I i i , ... N '' . . i �: 11111111". " :';�: I ... : ;i; � ' : I 1 1;14 ill 11 :11 10, ": ; 11'. 1,111111 41 . 11 . .... . 4; li 111ii � -0 __ ... . 111! i 111.1 lil, 11 .. ' ' � : i'lli iiM 1% i`lii i i: 1 li; - Mill. M - .. 111111!1111111!111111iiiiiiiiii� i i; i0i ii.,-*�.1*1*'..i*'...i*'...i*'...i*'............!!IiI lill!ll 42 I � 1 I - i a 1 i I 111 i:!,': 11 ,I 1. ... 1 1 1 1 - - I-— .. 11.�l _11 L --- 0 __L SPACE I 62.66 8.876 1 8.456 9.176 LTO1 � : � TOTAL CONNECTED KVA -_ SERV I ES __ CONNECTED LOAD - KVA DF ICALCU LATED DEMAND - KVA LIGHTING 0.42 1.26 1 0.53 - _ RECEPTACLES (FIRST 10 KVA) 4.53 I 1 4.53 1 RECEPTACLES (OVER 10 KVA) 0.00 - 0.5 I 0.00 LARGEST MOTOR 19.53 1.25 1 _ 24,41 OTHER MOTORS - 1.37 1 1.37 EQUIPMENTIHEAT 24.00 1 24,00 EQUIPMENT - 0.00 0.00 -KITCHEN 0.00 1 0.00 -PANEL I - TO AL DEMAND KVATOTAL DEMAND KVA I 1 54.84 � ___ I 1 152.21 - NOTES: .......... 1-1 ... � ............... � ................ ......... 11 ............................................................................ ............. ........... I.- ......... .............. .............. � ...................... � ................... � ..... � ........................... ___ .... ........ ................. ................ � ............ - ............ I ........... � ........... -.1. .1 ..... I.... IVI.E.R"I,F.Y...El�L�.E.C.T.R..I.C.A.L..R..E.Q,U.I..R..E.M�E.�N'T.Sl. FlO.R..,A.L..L,�.,E��QIU.I.P.M.,E,N.T ... Wlil'T�H�,.M.A.NU�.F,A.C.T.U.,R..E.R..'.8��.M.A.N..U�A.L ... P.R.I.OR ... TO .............. - ................... ........ - ... I.." ....... I— - BIDDING AND INSTALLATION. I I I .1 11 . 111. I.. 11 � I I � I I - ''I .111111.111".." ..... � ......... � ........................ _ ............... � ............. � ....................................................................................... - ......... ... _ ........ . ......... I ... .... .... � ..... 11 ................................ ...................... � ............... ... � ........... _ ............ � ........................ - ..... .... I ...... � ..... � ...................... - - .... 11.1 - ..... Z. 1P..ROVII.D.E..�T.Y..P�EW�R�l�TIT.E..N��D�.I.R..EICIT..O�R�Y.,O.�N.�.I.�N�Sli�DI.E��IO.F ... RAINIE.LICOVER, .... I—- � � .... ..... ... ' .... .. -.1.1- ... -1 ........ � ....... _.." ..................... ...... . ..... .. .... - ... I .............. ... I.., .... ............. � .... I ... ..... � ..... ............... - ....... � .................................................................................... � .......................... � ................. ........................ � .................................... � .... � .................... � .. .................. I ... I ..... I ..................................... I ................................... _ ................. "..' ... I., ..... I ...... I .................. 11 ... 11 ....... I—— ....... I ..... - ..... 111.11,11, ......... ...' .......... I . ........ � -11 ... .... ...' ..... . ___ '_ .... I— ... _ -.1 ..... __ .......... I ...... I ...... .......... ....... - ... .... � ........... __ ..... I... ...... - ........ .... .... _ ... I ............ _11 ..... � .......... - ... .. ......................... .............. - ............... � ................. � ........................................... ............................................................................................................................................................................ � .................................................................................................................. � ............... I I I . I I I . I 1. 11 11 . . . . 1. .1 I � . .I. -I ........ I ..... - ........................... ' ....... ... ..................... - ............................... � ............ _ ...... � .................. ..... ......... -1 ............. � ... - ....... 1.1- ........... .... ............................. - ............. - . ......................................................... � ............ � ........................ - ..... I ........ ...1-1 .............. I ................ - I 11 I'll I 11 11.11 I I I I I 11 I 11 I'll I I'll I'll I . I . 11 . � I ...' 1. I—_ . ....'.. .1- . . - I 11 I - I � � "I . 11 .11.11, ........... . 11, ... I—, ....... "..' .... ...' ... I ....... _ . ..... I .... I .... 11.1 ........ ' ........ I ...................... ... ............................ I—- .......... ...... ........................ � ... � .......... _ .......... ___ ............. ............ __ ............. � ..... ................................. � ................ _ .................. � ................................... ....... 1- ......... 11- ............ � ....................................... � ............. � ............. ... ...... - ................ - .......... � .............. ...... � ...................................... � ............................................. ....... I ................................................... ................... ..... ......... � ...................... . ................. � ................ . ... I . F_ F__ a- 0 U - < �_: - I _E - 0 U I 6 iz_ I-__ - 0 C) , I-- 1--- a Q� 11� LU Ld z z 3: _�� 'n 0 0 z Q� cr L>' Ld w - 0- a- I to n LLI LLJ V) Cf) > > LLI LLJ Q�_ x OPP, . . Cio '*'' '.� J;011 , Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 0 0 n Pi :D co F_: < Lij a LLJ X r::I FE 09 d (n LL M F- Lj 6 z z 0 x . X n LL :D F:: 0 Z C) 0 ED 5 Ld � 6 -J 6) _j N LLJ N 0 C\j 2 ro i;F) CF) C\j 6 r') > .. _j i;j Lj � z M . 2 2 �- -J < .,� F- 3 < < < Lr Z �r0 z U -j . 0 0 > I— Z _j x < �_ I.- z (_) U) < LLJ U (-) < 0 -- Lij ) -!� 5 - Uj 0 rr w 0 0 D_ x OD < 0- M Cl- CID U ENGINEER SEAL %%1jv.' %"! '�-.. I-V-**, 0 '�� , �... ,I .#, ,%- 0 -v, E N " " .-1 .-* \' v .. t %.Z.* .: ��.# Z" . .0 . o 61580 -. � : * .. . . = I . � . '_ . '_ -P '. 0 Uj'.Z 1 % ..O'. - :.40 .P . & .. -Z '* . '-'�V*-- 4 O R \,O.- ,#* - . "' "-''916N A\, Timofhy C. Trewyn, PE P.E. No. 61580 THESE DOWNENTS, N -M WITH THE UNUPTS AND OR DESINNS PRESENTEI) HEREIN AM INTENM DLY FM THE SPECIFE PLWM Ad CLIENT OF FaRT PM ENGINEERK DC FOR WHU THEY WERE PREPARE& REIM OR NKPER REUMM ON � THESE DocLvENTS VITWA WRITTEN WMIZATIM AND IOil BY FIRT I SKU x WIDW Mm , M,& m?. nz PEM OMMVA IC &L RIGHTS RESERVM - I SHEET TITLE ELECTRICAL DETAILS, RISERS ISSUE DATE: 03-14-2012 DRAWN: TCT I APPROVED: TCT DRAWING NUMBER E-4 1 SHEET 6 OF 7 1 11111IM11 OPP, . . Cio '*'' '.� J;011 , Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 0 0 n Pi :D co F_: < Lij a LLJ X r::I FE 09 d (n LL M F- Lj 6 z z 0 x . X n LL :D F:: 0 Z C) 0 ED 5 Ld � 6 -J 6) _j N LLJ N 0 C\j 2 ro i;F) CF) C\j 6 r') > .. _j i;j Lj � z M . 2 2 �- -J < .,� F- 3 < < < Lr Z �r0 z U -j . 0 0 > I— Z _j x < �_ I.- z (_) U) < LLJ U (-) < 0 -- Lij ) -!� 5 - Uj 0 rr w 0 0 D_ x OD < 0- M Cl- CID U ENGINEER SEAL %%1jv.' %"! '�-.. I-V-**, 0 '�� , �... ,I .#, ,%- 0 -v, E N " " .-1 .-* \' v .. t %.Z.* .: ��.# Z" . .0 . o 61580 -. � : * .. . . = I . � . '_ . '_ -P '. 0 Uj'.Z 1 % ..O'. - :.40 .P . & .. -Z '* . '-'�V*-- 4 O R \,O.- ,#* - . "' "-''916N A\, Timofhy C. Trewyn, PE P.E. No. 61580 THESE DOWNENTS, N -M WITH THE UNUPTS AND OR DESINNS PRESENTEI) HEREIN AM INTENM DLY FM THE SPECIFE PLWM Ad CLIENT OF FaRT PM ENGINEERK DC FOR WHU THEY WERE PREPARE& REIM OR NKPER REUMM ON � THESE DocLvENTS VITWA WRITTEN WMIZATIM AND IOil BY FIRT I SKU x WIDW Mm , M,& m?. nz PEM OMMVA IC &L RIGHTS RESERVM - I SHEET TITLE ELECTRICAL DETAILS, RISERS ISSUE DATE: 03-14-2012 DRAWN: TCT I APPROVED: TCT DRAWING NUMBER E-4 1 SHEET 6 OF 7 1 12004-02 7 DAY DIGITAL TIME SWITCH, 2 CHANNEL, 365 DAY ADVANCE SCHEDULING, LCD DISPLAY, MANUAL OVERRIDE ASTRONOMIC, PULSE OUTPUT, 120 VOLT, BATTERY BACKUP NEMA 3R ENCLOSURE. �— CONTACTOR #3- LOCATED NEXT TO PANEL. NEMA 3R ENCLOSURE. 7 DAY DIGITAL TIME SWITCH, 2 CHANNEL, 365 DAY ADVANCE SCHEDULING, LCD DISPLAY, MANUAL OVERRIDE ASTRONOMIC, PULSE OUTPUT, 120 VOLT, BATTERY BACKUP INTERMATIC OR EQUAL � 20A SPST TOGGLORMAL E OVERRIDE TIMERMER,, 4 HOUR MAX. F] CONTACTOR #3 EXTERIOR LIGHTING CONTROL DETAIL 30'-0' HAND HOLE WITH CAST ALUMINUM COVER FINISH GRADE —\ SEE NOTE 2. "` 10'-0" SCALE = (N.T.S.) ""--FIXTURE TYPE 'SLB' CONCRETE POLE —3/4' CONDUIT CAST IN POLE TEND CONDUIT INTO NCTION BOX - #6 GRD WIRE CAST IN POLE THERMOWELD PULL' BOX BROOKS PRODUCTS BRANCH CONDUIT INTO JUNCTION BOX } 5/8'X8' CU GRD. RD. �- CONCRETE FILL NOTE: I. USE EPDXY SPLICES FOR SPLICING CONDUCTORS IN JUNCTION BOX. 2. REFER TO STRUCTURAL DOCUMENTATION FOR EXACT BURIAL DEPTH. SITE LIGHTING FIXTURE AND POLE DETAIL SCALE = (N.T.S.) 0 i TWO DUPLEX RECEPTACL WITH COMMON COVER. DEDICATED 120V CIRCUIT PROVIDE UNISTRUT AT CEILING WITH CONDUIT STRAPS 8• 4' PROVIDE UNISTRUT WITH PROVIDE ALLCONDUIT STRAPS AT 8 A.F.F. _\ - Z WITH BUSHING AND FISHWIRE 1" PVC WITH 2" CONDUIT TO (1)#6 GROUND WIRE TELEPHONE CO. TELEPHONE TERMINAL BOARD DETAIL SCALE = (N.T.S.) �- SQUARE D CLASS 8903 TYPE LG40 4 POLE 30A LIGHTING CONTACTOR OR EQUAL L -NW PERIMETER L -SE PERIMETER L -SW PERIMETER L -NE PERIMETER INTERIOR PERIMETER LIGHTING CONTROL DETAIL 7 DAY DIGITAL TIME SWITCH, 2 CHANNEL, 365 DAY ADVANCE SCHEDULING, LCD DISPLAY, MANUAL OVERRIDE ASTRONOMIC, PULSE OUTPUT, 120 VOLT, BATTERY BACKUP INTERMATIC E1215W OR EQUAL NORMAL ON/OFF SPST TOGGLE OVERRIDE TIMER, 4 HOUR MAX E SCALE = (N.T.S.) �— SQUARE D CLASS 8903 TYPE LG40 4 POLE 30A LIGHTING CONTACTOR OR EQUAL WEST EAST CENTER INTERIOR NORTH HALF LIGHTING CONTROL DETAIL SCALE = (N.T.S.) (2)SETS OF (4) #500MCM CU IN EACH. EACH SET IN 411C• WEATHERTIGHT (1) SPARE 4" PVC 12" X12" WIREWAY (2)SETS OF (4) # 350 CU a I # 2 TO FPL 208Y/120 EACH SET IN 3" PVC TRANSFORMER (4) #3/0 CU a I # 3/013 2" PVC 480A K -CAN- O E A I_FUTURE RETAIL 10 RETAIL 103 ARCADE 102 (4) #500MCM CU a I # 313 3" A PVC 400AR 3R 200AF 3 IOOAR T -E IOOAF 3 4 AF LIGHTING FIXTURE ' MARK Spor i LAMPS �)P MOUNTING 2 AMP FUSE I REMARKS NO TYPE I :_.. �....�._...,: a W O �T� w PI -14:16 120 SITE LIGHTING PARKING AREA FLUORESCENT PRISMATIC TROFFER. PATTERN 12 NOMINAL LENS FLAT ALUMINUM DOOR FRAME.. MwM !Z WW A C 2 _ -°—�� PI -18:20 12 SITE LIGHTING -NW PARKING AREA AMP T8 PI -7 -:—; WALL LIGHTS -SW WALLS P22-15 FUSE I MOUNT ABOVE T CENTER LINE. B pl-g - J 0 WALL LIGHTS-S,W WALLS P22-9 •�I C LENS.STEEL END CAPS. PI -II,-_— ;) w WALL LIGHTS -SW WALLS P22-18 ' -.—� w SPARE - HIGH BAY FIXTURE, 16' DIAMETER OPEN ACRYLIC P22-8 '-•—�I DAY BRITE - HBC442CU-ARI6 _ PI 13:15 y--, SITE LIGHTING -NW PARKING AREA 42 N CEILING PI -17:19 _ SITE LIGHTING -NW PARKING AREA F] CONTACTOR #3 EXTERIOR LIGHTING CONTROL DETAIL 30'-0' HAND HOLE WITH CAST ALUMINUM COVER FINISH GRADE —\ SEE NOTE 2. "` 10'-0" SCALE = (N.T.S.) ""--FIXTURE TYPE 'SLB' CONCRETE POLE —3/4' CONDUIT CAST IN POLE TEND CONDUIT INTO NCTION BOX - #6 GRD WIRE CAST IN POLE THERMOWELD PULL' BOX BROOKS PRODUCTS BRANCH CONDUIT INTO JUNCTION BOX } 5/8'X8' CU GRD. RD. �- CONCRETE FILL NOTE: I. USE EPDXY SPLICES FOR SPLICING CONDUCTORS IN JUNCTION BOX. 2. REFER TO STRUCTURAL DOCUMENTATION FOR EXACT BURIAL DEPTH. SITE LIGHTING FIXTURE AND POLE DETAIL SCALE = (N.T.S.) 0 i TWO DUPLEX RECEPTACL WITH COMMON COVER. DEDICATED 120V CIRCUIT PROVIDE UNISTRUT AT CEILING WITH CONDUIT STRAPS 8• 4' PROVIDE UNISTRUT WITH PROVIDE ALLCONDUIT STRAPS AT 8 A.F.F. _\ - Z WITH BUSHING AND FISHWIRE 1" PVC WITH 2" CONDUIT TO (1)#6 GROUND WIRE TELEPHONE CO. TELEPHONE TERMINAL BOARD DETAIL SCALE = (N.T.S.) �- SQUARE D CLASS 8903 TYPE LG40 4 POLE 30A LIGHTING CONTACTOR OR EQUAL L -NW PERIMETER L -SE PERIMETER L -SW PERIMETER L -NE PERIMETER INTERIOR PERIMETER LIGHTING CONTROL DETAIL 7 DAY DIGITAL TIME SWITCH, 2 CHANNEL, 365 DAY ADVANCE SCHEDULING, LCD DISPLAY, MANUAL OVERRIDE ASTRONOMIC, PULSE OUTPUT, 120 VOLT, BATTERY BACKUP INTERMATIC E1215W OR EQUAL NORMAL ON/OFF SPST TOGGLE OVERRIDE TIMER, 4 HOUR MAX E SCALE = (N.T.S.) �— SQUARE D CLASS 8903 TYPE LG40 4 POLE 30A LIGHTING CONTACTOR OR EQUAL WEST EAST CENTER INTERIOR NORTH HALF LIGHTING CONTROL DETAIL SCALE = (N.T.S.) (2)SETS OF (4) #500MCM CU IN EACH. EACH SET IN 411C• WEATHERTIGHT (1) SPARE 4" PVC 12" X12" WIREWAY (2)SETS OF (4) # 350 CU a I # 2 TO FPL 208Y/120 EACH SET IN 3" PVC TRANSFORMER (4) #3/0 CU a I # 3/013 2" PVC 480A K -CAN- O E A I_FUTURE RETAIL 10 RETAIL 103 ARCADE 102 (4) #500MCM CU a I # 313 3" A PVC 400AR 3R 200AF 3 IOOAR T -E IOOAF 3 4 AF 7 DAY DIGITAL TIME SWITCH, 2 CHANNEL, 365 DAY ADVANCE SCHEDULING, LCD DISPLAY, MANUAL OVERRIDE ASTRONOMIC, PULSE OUTPUT, 120 VOLT, BATTERY BACKUP INTERMATIC E1215W OR EQUAL NORMAL ON/OFF OVERRIDE TIMER, 4 HOUR MAX 20A SPST TOGGLE 0 Ssor 2 AMP FUSE I P22-14 I P22-13- -----I P22-12 SPARE-�---II N 7 DAY DIGITAL TIME SWITCH, 2 CHANNEL, 365 DAY ADVANCE SCHEDULING, LCD DISPLAY, MANUAL OVERRIDE ASTRONOMIC, PULSE OUTPUT, 120 VOLT, BATTERY BACKUP INTERMATIC E1215W OR EQUAL NORMAL ON/OFF OVERRIDE TIMER, 4 HOUR MAX 20A SPST TOGGLE Saaor '4 } baa .................................. r SQUARE D CLASS 8903 TYPE LG40 �'_.��`-"" — 4 POLE 30A LIGHTING CONTACTOR I� OR EQUAL � SQUARE D CLASS 8903 TYPE LG20 2 POLE 30A LIGHTING CONTACTOR OR EQUAL WEST 2 AMP FUSE CENTER P2-2 STORAGE SPARE SPAREI r— SPARE i N F_ LIGHTING FIXTURE SCHEDULE MARK MANUFACTURER - PART NUMBER LAMPS VOLTAGE MOUNTING DESCRIPTION REMARKS NO TYPE I WATTS a W O �T� w w 120 CEILING FLUORESCENT PRISMATIC TROFFER. PATTERN 12 NOMINAL LENS FLAT ALUMINUM DOOR FRAME.. MwM !Z WW A DAY BRITE - 2TG8232-FA-21-120-1/3-EB 2 TS 32 2 T8 17 120 WALL .1x4' .125' FLORESCENT BRACKET. CLEAR pRISMAT MOUNT ABOVE T CENTER LINE. B DAY BRITE - WB217CP-120-I/2-EB 0 C LENS.STEEL END CAPS. CT URAL PLANS. COORDNATEWITARCHITECTURAL w X X w w HIGH BAY FIXTURE, 16' DIAMETER OPEN ACRYLIC MOUNT AT BOTTOM OF CEILING TRUSS. C DAY BRITE - HBC442CU-ARI6 4 CFT 42 120 CEILING REFLECTOR. SOUND RATED 'A' ELECTRONIC BALLAST. 10 FOOT ON CENTER SPACING. 186 INPUT W. 0 2 LAMP POLYCARBONATE EMERGENCY LIGHTING MOUNT 8'-0' A.F.F. FOR WALL MOUNT. D MCPHILBEN - CAX6H 2 MR16 18 120 CEILING/WALL FIXTURE. HIGH OUTPUT HALOGEN LAMPS. 5 YR LIFE. 65 TO 85 DEG F. LEAD CALCIUM BATTERY. (!) rn w LED THERMOPLASTIC LED EXIT FIXTURE WITH NICAD MOUNT 8'-0' A.F.F. FOR WALL MOUNT. E MCPHILBEN - CXXL-3-G - LED - 120 CEILING/WALL BATTERY. GREEN LETTERS. w Iz COMBINATION 2 LAMP POLYCARBONATE EMERGENCY MOUNT 8'-0' A.F.F. FOR WALL MOUNT. F MCPHILBEN - CCAXL-I-G-W 2 MR16 18 120 CEILING/WALL LIGHTING/EXIT SIGN FIXTURE. HO HALOGEN LAMPS. 65 TO 85 DEG F. LEAD CALCIUM BATTERY. 4SURFACE MOUNTED WRAP AROUND FLUORESCENT G DAY BRITE - SWW-2-32-UNIV-1/2-EB 2 T8 32 120 CEILING/WALL FIXTURE, 2 LAMP. 2 T8 32 120 WALL WALL S CKET. CLEAR 80 LONG FLENS.ESTEEL pRISMAT WALL ABOVE CENTER LINE. H DAY BRITE - W6232CP-120-1/2-EB C END CAPSCENT COORDNATETWITH ARCHITECTURAL PLANS. FIXTUNG HIGH BAYRE,ACRYLIC REFLECTORS OTTOM OF FIXTURE TO BE 20' Ow jDAY BRITE - HBC 4 42 C U ARI6 WSF PB -TB 4 CFL 42 120 PENDANT 120V, POWERTHOOK MOUNT PROV DE ALL MOUNTING ARDWAREAFF KLEVITON 9726-C I INC 150 120 CEILING/WALL MEDIUM BASE ONE-PIECE PORCELAIN OUTLET BOX MOUNT GENERAL LIGHTING FIXTURE SCHEDULE NOTES: I. VERIFY TYPE OF CEILING FOR EACH FIXTURE WITH ARCHITECTURAL REFLECTED CEILING PLANS AND PROVIDE FIXTURE TRIM AS REQUIRED. 2. VERIFY VOLTAGES PRIOR TO BID AND INSTALLATION OF FIXTURES. 3. PROPOSED ALTERNATE LIGHTING BIDS MUST INCLUDE THE FOLLOWING: A. COST SAVINGS TO OWNER. B. PHOTOMETRIC LAYOUT OF PROPOSED ALTERNATE LIGHTING FIXTURES. C. ABOVE INFORMATION MUST BE SUPPLIED TO THE ENGINEER (3) DAYS PRIOR TO BID. 4. ALL COMPACT FLUORESCENT DOWNLIGHTS SHALL USE ELECTRONIC BALLASTS, UNLESS OTHERWISE NOTED. 5. PROVIDE APPROVED FIRE RATED ENCLOSURES FOR ALL LIGHT FIXTURES LOCATED IN FIRE RATED CEILINGS. 6. FIXTURES IN AREAS WITHOUT CEILINGS OR IN MECHANICAL AND ELECTRICAL ROOMS SHALL BE MOUNTED WITH I I/2'xI 1/2' KINDORF CHANNEL SUPPORT SUSPENDED FROM ROOF STRUCTURE WITH THREADED RODS. FIXTURES SHALL BE MOUNTED 10'-01A.F.F. UNLESS OTHERWISE NOTED. 7. ALL ACRYLIC LENSED FIXTURES SHALL HAVE A MINIMUM LENS THICKNESS OF .125 INCHES. 8. ALL SHEET STEEL COMPONENTS SHALL BE PHOSPHATE TREATED PRIOR TO APPLICATION OF OTHER SURFACE COATINGS AND PAINTS. 7 DAY DIGITAL TIME SWITCH, 2 CHANNEL, 365 DAY ADVANCE SCHEDULING, LCD DISPLAY, MANUAL OVERRIDE ASTRONOMIC, PULSE OUTPUT, 120 VOLT, BATTERY BACKUP INTERMATIC E1215W OR EQUAL NORMAL ON/OFF OVERRIDE TIMER, 4 HOUR MAX 20A SPST TOGGLE 0 Ssor 2 AMP FUSE I P22-14 I P22-13- -----I P22-12 SPARE-�---II N 7 DAY DIGITAL TIME SWITCH, 2 CHANNEL, 365 DAY ADVANCE SCHEDULING, LCD DISPLAY, MANUAL OVERRIDE ASTRONOMIC, PULSE OUTPUT, 120 VOLT, BATTERY BACKUP INTERMATIC E1215W OR EQUAL NORMAL ON/OFF OVERRIDE TIMER, 4 HOUR MAX 20A SPST TOGGLE Saaor '4 } baa .................................. r SQUARE D CLASS 8903 TYPE LG40 �'_.��`-"" — 4 POLE 30A LIGHTING CONTACTOR I� OR EQUAL � SQUARE D CLASS 8903 TYPE LG20 2 POLE 30A LIGHTING CONTACTOR OR EQUAL WEST 2 AMP FUSE CENTER P2-2 STORAGE SPARE SPAREI r— SPARE i N F_ r--- 1 d U U U U a O�: U cr- Q� a W O �T� w w X ODU MwM !Z WW X CO ENGINEER SEAL jillstif. 11%C. MEMEMMME Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 0 0 M w Lo F.:a Lj W 0 it Q 0-_0 a Lf)LL M F- L z U Xw z+ 0006 A wm— w OWrn U � N � M rn INTERIOR SOUTH HALF LIGHTING CONTROL DETAIL STORAGE LIGHTING CONTROL DETAIL o� J -U 480A K -CAN C B O 600A 313 (4) #3 CU a I #8G: IN 1 1/4" C. (4) #3/0 CU a I # 6G 21, PVC SPARE 2" PVC WITH PULL WIR TERMINATION TO BE FIELD COORDINATED. CAP AND BUSH CONDUIT. TURN UP 6" AFF SCALE _ (N.T.S.) SCALE _ (N.T.S.) z Z m O J Q z �j U z W O�: U cr- Q� {— Q w a U W O �T� w w X ODU MwM !Z WW X CO ENGINEER SEAL jillstif. 11%C. o 0 w 0 0 0 If w X X w w w ry a X 0- n 0 d 0 0 w w w 0 p (!) rn w w U) w w > w Iz MEMEMMME Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 0 0 M w Lo F.:a Lj W 0 it Q 0-_0 a Lf)LL M F- L z U Xw z+ 0006 A wm— w OWrn U � N � M rn INTERIOR SOUTH HALF LIGHTING CONTROL DETAIL STORAGE LIGHTING CONTROL DETAIL o� J -U 480A K -CAN C B O 600A 313 (4) #3 CU a I #8G: IN 1 1/4" C. (4) #3/0 CU a I # 6G 21, PVC SPARE 2" PVC WITH PULL WIR TERMINATION TO BE FIELD COORDINATED. CAP AND BUSH CONDUIT. TURN UP 6" AFF SCALE _ (N.T.S.) SCALE _ (N.T.S.) w � Z m O J z �j U z W j� '►ri 0 0 >Z U w U {— Q w a U O �T� � w X ODU MwM !Z WW X CO ENGINEER SEAL jillstif. 11%C. o 61580 PNL. PI ® = BEACHWAVE 100 O PANEL PANEL PANEL PANEL PANEL PANEL :n . •�,�� "P2" "P22" "PI" "P3" FUTURE ''P5".,'�••.'�� Q¢' N��• ..P4.1 ',•�s •., o R •. 600A i00A 200A 200A 400A s foiv A� �;; •`� ® M.L.O. M.L.O. M.L.O. M.L.O. M.L.O. Timothy C. TreWyn PE P.E. No. 61580 (2)SETS OF (4) # 350 CU a I # 2G BEACHWAVE-100 HOUSE ARCA -102 RETAIL -103 RETAIL -104 THESE DOCUMENTS, AI.M VITN THE CMUTS AID) OR DESIGNS EACH SET IN 3" PVC PANEL KAPRESENTED D CLIEREINNT ARE INTENDED RCE[PLFOR THE SPECIFIC IW_ PURPOSE AND CLIENT ff FORT PIERCE ENGilEERING, INC, FOR YHICH THEY VERE PREPARED. REUSE OR DPRWEER RELIWYi ON THESE DMLMTS VITHGIT VRITTEN WMIZATICK AND A'DRPTATDH BY FORT PIERCE ENGIIEERING, ART BE VITHQJT LIABILITY TO TIE SANE C(PYRIGHTd9PDIE, FORT PIERM ENGDEERING, III. ALL RIGHTS RESERVED, SHEET TITLE ELECTRICAL DETAILS, RISERS & SCHEDULES ISSUE DATE: 03-14-2012 DRAWN: ACT (4) #500MCM CU a I # 3G 3" APPROVED: TCT PVC DRAWING NUMBER ELECTRICAL RISER DIAGRAM E-5 TEMP. & PRESSURE GUAGE 3/4" HW SUPPLY COMBINATION TEMPERATURE3 4" CW MAKE UP AND PRESSURE RELIEF WITH EXPANSION TANK VALVE EXPANSION TANK VACUUM RELIEF VALVE ROUTE TO PAN = I T~- GATE VALVE WALL ROUTE TO MOP BASIN BELOW ----- ELECTRIC WATER HEATER �- DRAIN DRIP PAN 3/4" PLYWOOD 1 /4" NUT AND BOLT, TYPICAL CODE DESCRIPTION - 2"x 2"x 1/8" ANGLE w (2 BRACKETS REQ'D.) WATER CLOSET, FLOOR MOUNTED, AMER. 1/2- ANCHOR BOLT OR EXPANSION BOLT (2 PER BRACKET) WALL MOUNTED ELECTRIC WATER HEATER DETAIL WITH DRIP PM 2j M, 'ee b 0 0 U 0 2"O FLOOR DRAIN n e e r TRAP GUARD INSERT it 1 (� 4" DEEP TRAP RAIN �I jl �I11 FLOOR DRAIN WITH TRAP GUARD INSERT` N.T.S. II II II �� "CHRONOMITE" INSTANT -FLOW - DOM. WATER HEATER - UNION (TYPICAL) wsrArrt�nw MH{lfA9 STOP VALVE, SUPPLY AND ESCUTCHEON PLATE ELECT. J -BOX & WIRE _ E:1 BY OTHERS INSTANT -FLOW ELECTRIC WATER HEATER DETAIL N.T.S. "A& EXTERIOR CLEANOUT DETAIL N.T.S. 3 FIRE PROTECTION SPECIFICATIONS 15200.02 SCOPE OF WORK A. IT IS THE INTENT OF THESE SPECIFICATIONS, FOR THE CONTRACTOR TO FURNISH AND INSTALL COMPLETE WET PIPE SPRINKLER PROTECTION SYSTEMS FOR THE DEMISED SPACE INCLUDING: VALVES, RISERS, DRAINS AND ALARMS AS REQUIRED. THIS SYSTEM SHALL BE IN FULL COMPLIANCE WITH THE FLORIDA BUILDING CODE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FULL DESIGN ASPECT OF THE SPRINKLER SYSTEM. B. ALL AREAS WILL BE SPRINKLERED WITH WET -PIPE SYSTEMS. C. SYSTEMS SHALL BE DESIGNED AND INSTALLED IN STRICT COMPLIANCE WITH NFPA STANDARD NO. 13, AND THE FLORIDA BUILDING CODE. D. ALL ELECTRICAL REQUIREMENTS FOR FIRE PROTECTION AND SPRINKLER SYSTEM ARE TO BE INCLUDED AS PART OF THIS CONTRACTOR'S RESPONSIBILITY. THIS CONTRACTOR SHALL SUB- CONTRACT FOR ALL WIRING AND RELATED COMPONENT REQUIREMENTS WITH SEPARATE ELECTRICAL CONTRACTOR. ALARM WIRING REQUIREMENTS FOR THE FIRE PROTECTION AND ALARM SYSTEM ARE TO BE INCLUDED IN THIS WORK. 15200.03 DESIGN REQUIREMENTS A. THE ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION INCLUDING BUT. NOT LIMITED TO THE FLORIDA BUILDING CODE, THE NATIONAL FIRE PROTECTION ASSOCIATION STANDARD NO. 13, AND THE OWNER'S INSURANCE UNDERWRITERS. B. ALL SYSTEMS SHALL BE HYDRAULICALLY CALCULATED IN ACCORDANCE WITH NFPA 13, DENSITIES SHALL BE AS DIRECTED BY THE INSURANCE UNDERWRITER(S). SPRINKLER PLANS AND CALCULATIONS ARE TO BE PROVIDED TO THE INSURANCE CARRIER FOR APPROVAL PRIOR TO FABRICATION. UNDERWRITER(S). SPRINKLER PLANS AND CALCULATIONS ARE TO BE PROVIDED TO THE ARCHITECT/ENGINEER, THE BUILDING DEPARTMENT AND THE INSURANCE CARRIER FOR APPROVAL PRIOR TO FABRICATION. C. FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS SHALL INCLUDE AS A MINIMUM THE FOLLOWING; 1. THE POINT OF SERVICE FOR FIRE PROTECTION WATER SUPPLYAS DEFINED BY SECTION 633.021(18), F.S. 2. APPLICABLE NFPA STANDARD TO BE APPLIED, OR IN THE CASE WHERE NO SUCH STANDARD EXISTS, THE ENGINEERING STUDY, JUDGMENTS, AND/OR PERFORMANCE BASED ANALYSIS AND CONCLUSIONS. 3. CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR AREA. 4.DESIGN APPROACH WHICH INCLUDES SYSTEM TYPE, DENSITIES, DEVICE TEMPERATURE RATING AND SPACE FOR EACH SEPARATE HAZARD OCCUPANCY. 5. CHARACTERISTICS OF WATER SUPPLY TO BE USED, SUCH AS MAIN SIZE AND LOCATION, WHETHER IT IS DEAD-END OR CIRCULATING, AND IF DEAD-END, THE DISTANCE TO THE NEAREST CIRCULATING MAIN, AS WELL AS IT'S MINIMUM DURATION AND RELIABILITY FOR THE MOST HYDRAULICALLY DEMANDING DESIGN AREA. 6. FLOW TEST DATA INCLUDING DATE AND TIME OF TEST, WHO CONDUCTED THE TEST OR SUPPLIED INFORMATION, TEST ELEVATION, STATIC AND RESIDUAL PRESSURES, HYDRANT BUTT COEFFICIENT AND LOCATION OF TEST IN RELATION TO THE HYDRAULIC POINT OF SERVICE. 7. VALVING AND ALARM REQUIREMENTS TO MINIMIZE POTENTIAL FOR IMPAIRMENTS AND UNRECOGNIZED FLOW OF WATER. 8. THE ENGINEER OF RECORD SHALL MAKE REASONABLE EFFORTS TO IDENTIFY WATER SUPPLIES THAT COULD LEAD TO MICROBIAL INDUCED CORROSION (MIC) AND MAKE PROVISIONS TO ELEMINATE HAZARD FOR STATIC WATER IN THE PIPING SYSTEM. 9. PROVIDE BACKFLOW PREVENTION AND METERING SPECIFICATIONS AND DETAILS MEETING THE WATER PURVEYOR REQUIREMENTS INCLUDING MAXIMUM ALLOWABLE PRESSURE DROP. 10. QUALITY AND PERFORMANCE SPECIFICATIONS OF ALL YARD AND INTERIOR FIRE PROTECTION COMPONENTS. D. CONTRACTOR SUBMITTALS WHICH DEVIATE FROM THE ABOVE MINIMUM DESIGN PARAMETERS SHALL BE CONSIDERED MATERIAL DEVIATIONS AND REQUIRE SUPPLEMENTAL ENGINEERING APPROVAL AND DOCUMENTATION. E. IN THE EVENT THE ENGINEER OF RECORD PROVIDES MORE INFORMATION AND DIRECTION THAN IS ESTABLISHED ABOVE, HE OR SHE SHALL BE HELD RESPONSIBILE FOR THE TECHNICAL ACCURACY OF THE WORK IN ACCORDANCE WITH APPLICABLE CODES, STANDARDS, AND SOUD ENGINEERING PRINCIPALS. 15200.05 WORKMANSHIP AND INSTALLATION A. ALL SPRINKLER WORK MUST BE DONE BY A QUALIFIED SPRINKLER CONTRACTOR, APPROVED BY THE STATE OF FLORIDA AND THE INSURANCE CARRIER. B. FURNISH ALL MATERIALS, LABOR, TOOLS, EQUIPMENT AND SUPERVISION REQUIRED FOR THE INSTALLATION OF COMPLETE SYSTEMS AND ALL NECESSARY PIPING, SPRINKLER HEADS, TEST CONNECTIONS, VALVES, DRAINS AND SPRINKLER ALARMS, FLOW SWITCHES, HORNS OR GONGS, DETECTOR CHECK VALVES, SIAMESE FIRE DEPARTMENT CONNECTIONS, PRESSURE GAUGES, AND OTHER REQUIRED COMPONENTS. C. SPRINKLER PIPING SHALL BE INSTALLED AT MAXIMUM HEIGHT ABOVE FLOOR IN ALL LOCATIONS THROUGHOUT ENTIRE BUILDING, UNLESS OTHERWISE SHOWN. D. DO NOT HANG OR SUPPORT PIPE FROM NON-STRUCTURAL MEMBERS. 15200.12 CERTIFICATION A WHEN COMPLETED. THE ENTIRE PIPING SYSTEM SHALL BE TESTED AS REQUIRED 13Y THE RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION, AND MUST BE FREE OF LEAKS AND OTHER DEFECTS. B. SPRINKLER CONTRACTOR MUST SUBMIT CERTIFICATION FROM THE INSURANCE CARRIER AND AN1� OTHER AGENCIES HAVING JURISDICTION. INDICATING THAT THE SYSTEMS ARE APPROVED AS INSTALLED. 15200.13 GUARANTEE A. ALL EQUIPMENT AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE(1) YEAR AFTER ACCEPTANCE BY THE OWNER AND ARCHITECT, AGAINST DEFECTIVE MATERIALS AND LABOR AND IMPROPER DESIGN. PLUMBING SYMBOLS SYMBOLS DESCRIPTION i- COLD WATER (CW) - - - HOT WATER (HW) SEWER (S) - - VENT LINE (V) HVVR RECIR. HOT WATER CD CONDENSATE DRAIN X EXISTING PIPE I0 CONNECT TO EXISTING I -SD- STORM DRAIN (SD) P PUMP I VTR VENT THRU ROOF WC WATER CLOSET I UR URINAL HL HAND LAVATORY I L -(No) LAVATORY I HB HOSE BIBB SS SERVICE SINK DF DRINKING FOUNTIAN I EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER I GWH GAS WATER HEATER SH SHOWER HS HAND SINK I FD FLOOR DRAIN RD ROOF DRAIN -i%a- GATE VALVE -�•Q- GLOBE VALVE �I- CHECK VALVE o- BACK FLOW PREVENTER VALVE IN YARD BOX (TYPE AS NOTED) PRESURE RELEIF VALVE (RV) - MO-- WATER METER -� ELBOW - UP --) RISE OR DROP --p;,- CONCENTRIC REDUCER -�- DIRECTION OF FLOW C.O.? CLEAN OUT (RISER) --C.O. CLEAN OUT F -O-- C.O. I) WALL CLEAN OUT -� PLUGGED PIPE SHOWER HEAD -� PUMP W/FLOW DIRECTION -•-- FLOW SWITCH ---+-PRESSURE SWITCH �A,B,C,D WATER HAMMER ARRESTER WITH P.D.I. SIZE ®GW® I GREASE WASTE (GW) GENERAL NOTES: 1. PLUMBING CONTRACTOR IS TO FURNISH AND INSTALL ALL PLUMBING FIXTURES COMPLETE AS LISTED IN "PLUMBING FIXTURE SCHEDULE'. 2. PLUMBING CONTRACTOR MAY USE SCHEDULE 40 OR 80 TYPE 1, GRADE 1, POLYVINYL CHLORIDE PIPE FOR ALL SOIL, WASTE AND VENT PIPING WHERE PERMITTED BY LOCAL CODES. WHERE PVC PIPING IS NOT PERMITTED BY LOCAL CODES, USE STANDARD WEIGHT CAST IRON PIPING. ALL PIPING ABOVE GRADE MAY HAVE HUBLESS FITTINGS. PLASTIC PIPING SHALL NOT BE USED IN A RETURN AIR PLENUM. COORDINATE THIS REQUIREMENT WITH H.V.A.C. CONTRACTOR. 3. PROVIDE SHUT-OFF GATE VALVES ON ALL EQUIPMENT & HOSE BIBBS, do STOP COCKS IN HOT AND COLD WATER PIPING TO ALL PLUMBING FIXTURES. 4. ALL WATER PIPING BELOW GRADE SHALL BE TYPE "L" SOFT TEMPERED COPPER AND ALL WATER PIPING ABOVE GRADE SHALL BE TYPE "L" HARD TEMPER® COPPER. 5. INSTALL 1" FOAM RUBBER INSULATION ON ALL HOT WATER PIPING ABOVE GRADE ALL JOINTS IN INSULATION ARE TO BE TAPED. 6. ELEVATION OF ALL FLOOR DRAINS SHALL BE HELD 1/2" BELOW FINISH FLOOR TILE. 7. ALL MATERIAL AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL LOCAL AND STATE PLUMBING AND MECHANICAL CODES, INCLUDING THE STANDARD BUILDING, PLUMBING AND MECHANICAL CODES, NEPA, ASME, ASHRAE, ASA AND AGA. & THE SANITARY SYSTEM INCLUDES CONNECTION TO FIXTURES, RUNNING OF SOIL AND WASTE LINE AND SOIL AND VENT SANITARY SEWER SYSTEM AND/OR SEPTIC TANKS AND DRAIN FIELDS AND ALL ITEMS AS SHOWN ON DRAWINGS. VENT STACKS SHALL EXTEND THROUGH ROOF WITH LEAD FLASHINGS. 9. THE DOMESTIC WATER SYSTEM INCLUDES CONNECTIONS TO THE DESIGNED SYSTEM, CONTROL VALVES AND PIPING TO PLUMBING FIXTURES, INCLUDING CONNECTIONS TO EQUIPMENT FURNISHED BY OTHERS. 10. PIPE INSTALLATIONS AND MATERIALS SHALL BE AS REQUIRED TO MAINTAIN FIRE RATINGS WHERE REQUIRED BETWEEN FLOORS AND/OR BETWEEN UNITS. 11. ARRESTERS SHALL BE INSTALLED WHERE NECESSARY TO PREVENT WATER HAMMER. 12. COPPER PIPING WHERE USED SHALL NOT CONTACT DISSIMILAR METALS OR MASONRY. PROVIDE ISOLATING BUSHINGS WHEN CONNECTING TO ANY DISSIMILAR METALS. 13. PLUMBING CONTRACTOR SHALL COORDINATE WITH ARCHITECT FOR DETAILED DIMENSIONS AND LOCATIONS OF ALL FIXTURES AND EQUIPMENT AND FOR ANY CHANGES IN LAYOUT. 14. PLUMBING CONTRACTOR SHALL MAKE ALL TEST AND ADJUST- MENTS AS REQUIRED, UPON COMPLETION OF WORK AND PRIOR TO FINAL ACCEPTANCE BY OWNER. 15. AFTER COMPLETION OF THIS WORK, THE CONTRACTOR SHALL OBTAIN A CERTIFICATE OF FINAL INSPEC11ON AND APPROVAL FROM ALL AUTHORITY'S HAVING JURISDICTION. 16. ALL WORKMANSHIP, MATERIALS AND APPARATUS UNDER THIS CONTRACT SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE BY THE OWNER. PLUMBING DRAWING INDEX SHEET DESCRIPTION ISSUED P-1 PLUMBING LEGEND, NOTES, SCHEDULES do DETAILS Yes P-2 PLUMBING SPECIFICATIONS Yes P-3 PLUMBING PLANS Yes P-4 PLUMBING SANITARY & WATER RISERS Yes NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT. M, V) a W w w PLUMBING FIXTURE SCHEDULE CODE DESCRIPTION HW CW WASTE VENT TRAP REMARKS w w WATER CLOSET, FLOOR MOUNTED, AMER. o STD. MODEL 2462.016, VITREOUS CHINA, w w WC -1 ELONGATED RIM, OPEN FRONT SEAT LESS _ 1/2" 4" 2" INT EQUAL BY KOHLER CL a a COVER, 1.6 GPF PRESSURE ASSISTED > TANK TYPE WATER CLOSET, FLOOR MOUNTED, AMER. 0 0 0 N STD. MODEL 2467.016, VITREOUS CHINA, N 0 5 5 WC -2 ELONGATED RIM, OPEN FRONT SEAT LESS - 1/2" 4" 2" INT EQUAL BY KOHLER w w w COVER,1.6 GPF PRESSURE ASSISTED X X X X TANK TYPE - ADA COMPLIANT LAVATORY, COUNTER MOUNT, AMER. STD. MODEL 0293.004, VITREOUS CHINA, 1 1/4" LAV -1 'P' TRAP, GRID DRAIN. SLOAN OPTIMA 1/2" 1/2" 2" 1 1/4" 1 1/4" EQUAL BY KOHLER MODEL EBF -85 BATTERY SENSOR FAUCET, McGUIRE #158 STOP VALVE & SUPPLY 2 LAVATORY, WALL HUNG, AMER. STD. MODEL 0321.026, VITREOUS CHINA, 1 1/4" LAV -2 'P' TRAP, GRID DRAIN. SLOAN OPTIMA 1/2" 1/2" 2" 1 1/4" 1 1/4" EQUAL BY KOHLER 4 FAUCET MODEL EBF -85 BATTERY SENSOR FAUCET. McGUIRE #158, ADA COMPLIANT. ELECTRIC WATER COOLER, HALSEY TAYLOR HTV8BL-Q, SPLIT LEVEL, 8GPH, EWC-1 ADA COMPLIANT. - 1/2" 1 1/2" 1 1/4" 1 1/4" MOP SINK, FIAT MODEL TSBCR1000, #830 FAUCET W/ VACUUM BREAKER MS -1 3/4" 3/4" 3" 1 1/2" 3" EQUAL BY KOHLER PLUMBING EQUIPMENT SCHEDULE CODE DESCRIPTION REMARKS ELECTRIC WATER HEATER, A.O. SMITH DEL 20, EWH-1 4.5K ELEMENT, 20 GAL, LOW BOY, 208V, 1 PROVIDE EXPANSION TANK PHASE, LOCATE ABOVE BOTH MOP SINKS PER CODE. SET AT 120 DEG. FIN. GRADE ELECTRIC WATER HEATER, CHRONOMITE S -30L, EWH-2 3KW ELEMENT, INSTANT FLOW, 208V, 1 PHASE, PROVIDE EXPANSION TANK X1 ZZ 71 /11 LOCATE BELOW LAVATORY, PIPE TO 2-LAV's. PER CODE. SET AT 120 DEG. HOSE BIBB, ALL BRASS, 3/4" HOSE PROVIDE SHUT-OFF TO BRASS PLUG H -1 CONNECTION, VACUUM BREAKER, LOOSE KEY EACH HOSE BIBB PER CODE f'; ; �• : STOP. FLOOR CLEAN OUT, ADJUSTABLE TOP, 16" SQ. x 12" DEEP HEAVY DUTY CAST CO -1 INTERNAL CLOSURE PLUG, POLISHED CONC. POUR W/ ° >.::;. ;' .::� IRON ACCESS BOX BRONZE COVER PLATE. CHAMFERED EDGE :... :. - : W/GASKETED SECURED SCORIATED COVER WITH WALL CLEAN OUT PLUG WITH CHROME LIFTING DEVICE AND WCO PLATED BRASS COVER PLATE. ANCHOR FLANGE (J.R. SMITH #4250 SERIES OR APPROVED EQUAL) II II II �� "CHRONOMITE" INSTANT -FLOW - DOM. WATER HEATER - UNION (TYPICAL) wsrArrt�nw MH{lfA9 STOP VALVE, SUPPLY AND ESCUTCHEON PLATE ELECT. J -BOX & WIRE _ E:1 BY OTHERS INSTANT -FLOW ELECTRIC WATER HEATER DETAIL N.T.S. "A& EXTERIOR CLEANOUT DETAIL N.T.S. 3 FIRE PROTECTION SPECIFICATIONS 15200.02 SCOPE OF WORK A. IT IS THE INTENT OF THESE SPECIFICATIONS, FOR THE CONTRACTOR TO FURNISH AND INSTALL COMPLETE WET PIPE SPRINKLER PROTECTION SYSTEMS FOR THE DEMISED SPACE INCLUDING: VALVES, RISERS, DRAINS AND ALARMS AS REQUIRED. THIS SYSTEM SHALL BE IN FULL COMPLIANCE WITH THE FLORIDA BUILDING CODE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FULL DESIGN ASPECT OF THE SPRINKLER SYSTEM. B. ALL AREAS WILL BE SPRINKLERED WITH WET -PIPE SYSTEMS. C. SYSTEMS SHALL BE DESIGNED AND INSTALLED IN STRICT COMPLIANCE WITH NFPA STANDARD NO. 13, AND THE FLORIDA BUILDING CODE. D. ALL ELECTRICAL REQUIREMENTS FOR FIRE PROTECTION AND SPRINKLER SYSTEM ARE TO BE INCLUDED AS PART OF THIS CONTRACTOR'S RESPONSIBILITY. THIS CONTRACTOR SHALL SUB- CONTRACT FOR ALL WIRING AND RELATED COMPONENT REQUIREMENTS WITH SEPARATE ELECTRICAL CONTRACTOR. ALARM WIRING REQUIREMENTS FOR THE FIRE PROTECTION AND ALARM SYSTEM ARE TO BE INCLUDED IN THIS WORK. 15200.03 DESIGN REQUIREMENTS A. THE ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION INCLUDING BUT. NOT LIMITED TO THE FLORIDA BUILDING CODE, THE NATIONAL FIRE PROTECTION ASSOCIATION STANDARD NO. 13, AND THE OWNER'S INSURANCE UNDERWRITERS. B. ALL SYSTEMS SHALL BE HYDRAULICALLY CALCULATED IN ACCORDANCE WITH NFPA 13, DENSITIES SHALL BE AS DIRECTED BY THE INSURANCE UNDERWRITER(S). SPRINKLER PLANS AND CALCULATIONS ARE TO BE PROVIDED TO THE INSURANCE CARRIER FOR APPROVAL PRIOR TO FABRICATION. UNDERWRITER(S). SPRINKLER PLANS AND CALCULATIONS ARE TO BE PROVIDED TO THE ARCHITECT/ENGINEER, THE BUILDING DEPARTMENT AND THE INSURANCE CARRIER FOR APPROVAL PRIOR TO FABRICATION. C. FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS SHALL INCLUDE AS A MINIMUM THE FOLLOWING; 1. THE POINT OF SERVICE FOR FIRE PROTECTION WATER SUPPLYAS DEFINED BY SECTION 633.021(18), F.S. 2. APPLICABLE NFPA STANDARD TO BE APPLIED, OR IN THE CASE WHERE NO SUCH STANDARD EXISTS, THE ENGINEERING STUDY, JUDGMENTS, AND/OR PERFORMANCE BASED ANALYSIS AND CONCLUSIONS. 3. CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR AREA. 4.DESIGN APPROACH WHICH INCLUDES SYSTEM TYPE, DENSITIES, DEVICE TEMPERATURE RATING AND SPACE FOR EACH SEPARATE HAZARD OCCUPANCY. 5. CHARACTERISTICS OF WATER SUPPLY TO BE USED, SUCH AS MAIN SIZE AND LOCATION, WHETHER IT IS DEAD-END OR CIRCULATING, AND IF DEAD-END, THE DISTANCE TO THE NEAREST CIRCULATING MAIN, AS WELL AS IT'S MINIMUM DURATION AND RELIABILITY FOR THE MOST HYDRAULICALLY DEMANDING DESIGN AREA. 6. FLOW TEST DATA INCLUDING DATE AND TIME OF TEST, WHO CONDUCTED THE TEST OR SUPPLIED INFORMATION, TEST ELEVATION, STATIC AND RESIDUAL PRESSURES, HYDRANT BUTT COEFFICIENT AND LOCATION OF TEST IN RELATION TO THE HYDRAULIC POINT OF SERVICE. 7. VALVING AND ALARM REQUIREMENTS TO MINIMIZE POTENTIAL FOR IMPAIRMENTS AND UNRECOGNIZED FLOW OF WATER. 8. THE ENGINEER OF RECORD SHALL MAKE REASONABLE EFFORTS TO IDENTIFY WATER SUPPLIES THAT COULD LEAD TO MICROBIAL INDUCED CORROSION (MIC) AND MAKE PROVISIONS TO ELEMINATE HAZARD FOR STATIC WATER IN THE PIPING SYSTEM. 9. PROVIDE BACKFLOW PREVENTION AND METERING SPECIFICATIONS AND DETAILS MEETING THE WATER PURVEYOR REQUIREMENTS INCLUDING MAXIMUM ALLOWABLE PRESSURE DROP. 10. QUALITY AND PERFORMANCE SPECIFICATIONS OF ALL YARD AND INTERIOR FIRE PROTECTION COMPONENTS. D. CONTRACTOR SUBMITTALS WHICH DEVIATE FROM THE ABOVE MINIMUM DESIGN PARAMETERS SHALL BE CONSIDERED MATERIAL DEVIATIONS AND REQUIRE SUPPLEMENTAL ENGINEERING APPROVAL AND DOCUMENTATION. E. IN THE EVENT THE ENGINEER OF RECORD PROVIDES MORE INFORMATION AND DIRECTION THAN IS ESTABLISHED ABOVE, HE OR SHE SHALL BE HELD RESPONSIBILE FOR THE TECHNICAL ACCURACY OF THE WORK IN ACCORDANCE WITH APPLICABLE CODES, STANDARDS, AND SOUD ENGINEERING PRINCIPALS. 15200.05 WORKMANSHIP AND INSTALLATION A. ALL SPRINKLER WORK MUST BE DONE BY A QUALIFIED SPRINKLER CONTRACTOR, APPROVED BY THE STATE OF FLORIDA AND THE INSURANCE CARRIER. B. FURNISH ALL MATERIALS, LABOR, TOOLS, EQUIPMENT AND SUPERVISION REQUIRED FOR THE INSTALLATION OF COMPLETE SYSTEMS AND ALL NECESSARY PIPING, SPRINKLER HEADS, TEST CONNECTIONS, VALVES, DRAINS AND SPRINKLER ALARMS, FLOW SWITCHES, HORNS OR GONGS, DETECTOR CHECK VALVES, SIAMESE FIRE DEPARTMENT CONNECTIONS, PRESSURE GAUGES, AND OTHER REQUIRED COMPONENTS. C. SPRINKLER PIPING SHALL BE INSTALLED AT MAXIMUM HEIGHT ABOVE FLOOR IN ALL LOCATIONS THROUGHOUT ENTIRE BUILDING, UNLESS OTHERWISE SHOWN. D. DO NOT HANG OR SUPPORT PIPE FROM NON-STRUCTURAL MEMBERS. 15200.12 CERTIFICATION A WHEN COMPLETED. THE ENTIRE PIPING SYSTEM SHALL BE TESTED AS REQUIRED 13Y THE RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION, AND MUST BE FREE OF LEAKS AND OTHER DEFECTS. B. SPRINKLER CONTRACTOR MUST SUBMIT CERTIFICATION FROM THE INSURANCE CARRIER AND AN1� OTHER AGENCIES HAVING JURISDICTION. INDICATING THAT THE SYSTEMS ARE APPROVED AS INSTALLED. 15200.13 GUARANTEE A. ALL EQUIPMENT AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE(1) YEAR AFTER ACCEPTANCE BY THE OWNER AND ARCHITECT, AGAINST DEFECTIVE MATERIALS AND LABOR AND IMPROPER DESIGN. PLUMBING SYMBOLS SYMBOLS DESCRIPTION i- COLD WATER (CW) - - - HOT WATER (HW) SEWER (S) - - VENT LINE (V) HVVR RECIR. HOT WATER CD CONDENSATE DRAIN X EXISTING PIPE I0 CONNECT TO EXISTING I -SD- STORM DRAIN (SD) P PUMP I VTR VENT THRU ROOF WC WATER CLOSET I UR URINAL HL HAND LAVATORY I L -(No) LAVATORY I HB HOSE BIBB SS SERVICE SINK DF DRINKING FOUNTIAN I EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER I GWH GAS WATER HEATER SH SHOWER HS HAND SINK I FD FLOOR DRAIN RD ROOF DRAIN -i%a- GATE VALVE -�•Q- GLOBE VALVE �I- CHECK VALVE o- BACK FLOW PREVENTER VALVE IN YARD BOX (TYPE AS NOTED) PRESURE RELEIF VALVE (RV) - MO-- WATER METER -� ELBOW - UP --) RISE OR DROP --p;,- CONCENTRIC REDUCER -�- DIRECTION OF FLOW C.O.? CLEAN OUT (RISER) --C.O. CLEAN OUT F -O-- C.O. I) WALL CLEAN OUT -� PLUGGED PIPE SHOWER HEAD -� PUMP W/FLOW DIRECTION -•-- FLOW SWITCH ---+-PRESSURE SWITCH �A,B,C,D WATER HAMMER ARRESTER WITH P.D.I. SIZE ®GW® I GREASE WASTE (GW) GENERAL NOTES: 1. PLUMBING CONTRACTOR IS TO FURNISH AND INSTALL ALL PLUMBING FIXTURES COMPLETE AS LISTED IN "PLUMBING FIXTURE SCHEDULE'. 2. PLUMBING CONTRACTOR MAY USE SCHEDULE 40 OR 80 TYPE 1, GRADE 1, POLYVINYL CHLORIDE PIPE FOR ALL SOIL, WASTE AND VENT PIPING WHERE PERMITTED BY LOCAL CODES. WHERE PVC PIPING IS NOT PERMITTED BY LOCAL CODES, USE STANDARD WEIGHT CAST IRON PIPING. ALL PIPING ABOVE GRADE MAY HAVE HUBLESS FITTINGS. PLASTIC PIPING SHALL NOT BE USED IN A RETURN AIR PLENUM. COORDINATE THIS REQUIREMENT WITH H.V.A.C. CONTRACTOR. 3. PROVIDE SHUT-OFF GATE VALVES ON ALL EQUIPMENT & HOSE BIBBS, do STOP COCKS IN HOT AND COLD WATER PIPING TO ALL PLUMBING FIXTURES. 4. ALL WATER PIPING BELOW GRADE SHALL BE TYPE "L" SOFT TEMPERED COPPER AND ALL WATER PIPING ABOVE GRADE SHALL BE TYPE "L" HARD TEMPER® COPPER. 5. INSTALL 1" FOAM RUBBER INSULATION ON ALL HOT WATER PIPING ABOVE GRADE ALL JOINTS IN INSULATION ARE TO BE TAPED. 6. ELEVATION OF ALL FLOOR DRAINS SHALL BE HELD 1/2" BELOW FINISH FLOOR TILE. 7. ALL MATERIAL AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL LOCAL AND STATE PLUMBING AND MECHANICAL CODES, INCLUDING THE STANDARD BUILDING, PLUMBING AND MECHANICAL CODES, NEPA, ASME, ASHRAE, ASA AND AGA. & THE SANITARY SYSTEM INCLUDES CONNECTION TO FIXTURES, RUNNING OF SOIL AND WASTE LINE AND SOIL AND VENT SANITARY SEWER SYSTEM AND/OR SEPTIC TANKS AND DRAIN FIELDS AND ALL ITEMS AS SHOWN ON DRAWINGS. VENT STACKS SHALL EXTEND THROUGH ROOF WITH LEAD FLASHINGS. 9. THE DOMESTIC WATER SYSTEM INCLUDES CONNECTIONS TO THE DESIGNED SYSTEM, CONTROL VALVES AND PIPING TO PLUMBING FIXTURES, INCLUDING CONNECTIONS TO EQUIPMENT FURNISHED BY OTHERS. 10. PIPE INSTALLATIONS AND MATERIALS SHALL BE AS REQUIRED TO MAINTAIN FIRE RATINGS WHERE REQUIRED BETWEEN FLOORS AND/OR BETWEEN UNITS. 11. ARRESTERS SHALL BE INSTALLED WHERE NECESSARY TO PREVENT WATER HAMMER. 12. COPPER PIPING WHERE USED SHALL NOT CONTACT DISSIMILAR METALS OR MASONRY. PROVIDE ISOLATING BUSHINGS WHEN CONNECTING TO ANY DISSIMILAR METALS. 13. PLUMBING CONTRACTOR SHALL COORDINATE WITH ARCHITECT FOR DETAILED DIMENSIONS AND LOCATIONS OF ALL FIXTURES AND EQUIPMENT AND FOR ANY CHANGES IN LAYOUT. 14. PLUMBING CONTRACTOR SHALL MAKE ALL TEST AND ADJUST- MENTS AS REQUIRED, UPON COMPLETION OF WORK AND PRIOR TO FINAL ACCEPTANCE BY OWNER. 15. AFTER COMPLETION OF THIS WORK, THE CONTRACTOR SHALL OBTAIN A CERTIFICATE OF FINAL INSPEC11ON AND APPROVAL FROM ALL AUTHORITY'S HAVING JURISDICTION. 16. ALL WORKMANSHIP, MATERIALS AND APPARATUS UNDER THIS CONTRACT SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE BY THE OWNER. PLUMBING DRAWING INDEX SHEET DESCRIPTION ISSUED P-1 PLUMBING LEGEND, NOTES, SCHEDULES do DETAILS Yes P-2 PLUMBING SPECIFICATIONS Yes P-3 PLUMBING PLANS Yes P-4 PLUMBING SANITARY & WATER RISERS Yes NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT. M, V) a W w w Y w w w w o th N N N W M a i 04 04 � o Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 0 0 M �a wL3 Q 0 o oz !LI z Z A 0090 w ¢ O J U N 2 v) M rn p N > M J [L Ln o �Q Z 0 0 I-- z w U W a 3 r. w W CL 9 Coo W a co u ENGINEER SEAL ♦♦�li�\ E p ' STATIE01 1 +F �� S$ONA4_ ♦� Eric J. Svoboda, PE P.E. No. 60982 THM D]G@E n MM vml TIE MWM Alp at Em PiESF M MM ATE WDW MLY Fat TIE &iT4tC MW "o aM a' nZ Mff DMEFB 4 DL Fat W n TILT wE PMYM ME M DFMU M AIEf a TIES MMM wmnff WI o A MUMTO Ala ADAPTAT>EN iY FatT PERa QGDEE006 pC sku E PERE DEDEMM = FS0 fEg7tVF1®EOIR FatT SHEET TITLE PLUMBING LEGEND, NOTES, SCHEDULES & DETAILS ISSUE DATE: 05-14-2012 DRAWN: GVP APPROVED: EJS DRAIARNG NUMBER SHEET 1 OF 4 1200=4-02 0 0 0 0 w w w w Ln CL a a a > 0 0 0 0 N N N 0 5 5 5 5 w w w w X X X X th N N N W M a i 04 04 � o Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 0 0 M �a wL3 Q 0 o oz !LI z Z A 0090 w ¢ O J U N 2 v) M rn p N > M J [L Ln o �Q Z 0 0 I-- z w U W a 3 r. w W CL 9 Coo W a co u ENGINEER SEAL ♦♦�li�\ E p ' STATIE01 1 +F �� S$ONA4_ ♦� Eric J. Svoboda, PE P.E. No. 60982 THM D]G@E n MM vml TIE MWM Alp at Em PiESF M MM ATE WDW MLY Fat TIE &iT4tC MW "o aM a' nZ Mff DMEFB 4 DL Fat W n TILT wE PMYM ME M DFMU M AIEf a TIES MMM wmnff WI o A MUMTO Ala ADAPTAT>EN iY FatT PERa QGDEE006 pC sku E PERE DEDEMM = FS0 fEg7tVF1®EOIR FatT SHEET TITLE PLUMBING LEGEND, NOTES, SCHEDULES & DETAILS ISSUE DATE: 05-14-2012 DRAWN: GVP APPROVED: EJS DRAIARNG NUMBER SHEET 1 OF 4 1200=4-02 PLUMBING SPECIFICATIONS 1. GENERAL CONDITIONS: MATERIALS: NEW, UNUSED, BEST OF THEIR RESPECTIVE KINDS AND FREE FROM DEFECTS AS INDICATED ON THE DRAWINGS, BASIS OF QUALITY SHALL BE LATEST STANDARDS OF ASTM, ASA, FEDERAL SPECIFICATIONS OR OTHER ACCEPTABLE STANDARDS. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF WORK. CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES. THIS CONTRACTOR SHALL PAY ALL FEES, GIVE ALL NOTICES, FILE ALL NECESSARY DRAWINGS AND OBTAIN ALL PERMITS AND CERTIFICATES OF APPROVAL REQUIRED IN CONNECTION WITH ALL WORK UNDER THIS CONTRACT. HE SHALL COMPLY WITH ALL NATIONAL & LOCAL LAWS, ORDINANCES, RULES & REGULATIONS AND THE BUILDING CODE OF THE STATE OF FLORIDA. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO ORDERING AND INSTALLATION OF ALL MATERIAL. FOUR COPIES OF EACH SUBMITTAL ARE REQUIRED. 2. CUTTING AND PATCHING: THE CONTRACTOR SHALL DO ALL PATCHING AND CUTTING REQUIRED TO SATISFACTORILY PERFORM HIS WORK. NO STRUCTURAL MEMBER SHALL BE CUT WITHOUT THE PRIOR APPROVAL OF THE ENGINEER. 3. WORK INCLUDED: THESE SPECIFICATIONS AND THE ACCOMPANYING DRAWINGS ARE INTENDED TO SECURE THE PROVISION OF ALL MATERIALS AND LABOR NECESSARY FOR ALL PLUMBING WORK AS CALLED FOR HEREIN AND AS INDICATED ON THE DRAWINGS. SYSTEMS SHALL BE COMPLETE WITH ALL NECESSARY APPURTENANCES AND MINOR AUXILIARIES REQUIRED TO MAKE EACH SYSTEM COMPLETE IN EVERY RESPECT. ALL WORK DESCRIBED IN THE SPECIFICATIONS AND NOT SHOWN ON THE DRAWINGS OR VICE VERSA SHALL BE FURNISHED IN COMPLETE WORKING ORDER. FOLLOWING IS A GENERAL DESCRIPTION OF WORK TO BE DONE: NEW DOMESTIC HOT & COLD WATER DISTRIBUTION SYSTEM. NEW SANITARY, WASTE & VENT SYSTEM. TESTS, ADJUSTMENTS, SHOP AND AS -BUILT DRAWINGS, PERMITS, CERTIFICATES AND APPROVALS. PIPE INSULATION ON ALL WATER PIPING. HANGERS AND SUPPORTS. ROUGH CUTTING AND PATCHING. ALL REQUIRED VALVES, CONTROLS AND VALVE ACCESS DOORS. 4. WORK EXCLUDED: FINISH PATCHING. INSTALLATION OF ACCESS DOORS. 5. PIPE INSTALLATION: THE WORD 'PIPING' IN THIS SPECIFICATION MEANS PIPE, FITTINGS, NIPPLES AND VALVES AND SHALL BE CONSIDERED AS SUCH IN THE INSTALLATION. ALL WATER PIPING SHALL BE RUN LEVEL AND GENERALLY FREE OF TRAPS AND UNNECESSARY BENDS, ARRANGED TO CONFORM TO THE BUILDING REQUIREMENTS AND TO SUIT THE NECESSITIES OF CLEARANCES FOR OTHER MECHANICAL ALL HOT AND COLD WATER PIPING SHALL BE SEPARATED BY AT LEAST 6" (CENTER TO CENTER) AND INSTALLED SO THAT THE PIPES DO NOT COME IN CONTACT. WHERE THE PIPING IS PARALLEL, AMPLE SPACE SHALL BE PROVIDED BETWEEN PIPING FOR THE PROPER THICKNESS OF COVERING AND PROPER OPERATION OF VALVES. ALL PIPING SHALL HAVE REDUCING FITTINGS WHERE ANY CHANGE IN THE PIPE SIZES OCCUR. NO BUSHINGS WILL BE ALLOWED. NO VALVE STEM SHALL BE INSTALLED BELOW THE CENTERLINE OF THE PIPING IT SERVES. CONNECTIONS BETWEEN WATER PIPE, FITTINGS AND EQUIPMENT OF FERROUS AND NON-FERROUS METALS SHALL BE MADE WITH DI -ELECTRIC INSULATING COUPLINGS. 6. GENERAL CONSTRUCTION. REMOVE RUBBISH FROM PREMISES AS OFTEN AS NECESSARY OR AS DIRECTED BY OWNERS REP. BIDDERS, BEFORE SUBMITTING A PROPOSAL, SHALL AQUAINT THEMSELVES WITH ALL DOCUMENTS FOR THIS WORK TO BECOME FAMILIAR WITH ALL REQUIREMENTS & CONDITIONS AND WITH THE DIFFICULTIES THAT WILL ATTEND TO EXECUTION OF THIS WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE. FURNISH ADEQUATE LIABILITY INSURANCE AND BONDING AS REQUIRED. PREPARE AND FURNISH TO THE OWNER "AS -BUILT" PLANS FOR ALL WORK INSTALLED. ALL PARTS OF THE WORK SHALL BE TESTED AND ADJUSTED TO WORK PROPERLY AND BE LEFT IN PERFECT OPERATING CONDITION. CORRECT DEFECTS DISCLOSED BY THESE TESTS WITHOUT ANY ADDITIONAL COST TO THE OWNER. 7. INSULATION: PROVIDE FIBERGLASS INSULATION ON ALL COLD WATER PIPING, VALVES, AND EQUIPMENT. ALL INSULATION, JACKETS, ADHESIVES, ETC., SHALL HAVE A FLAME SPREAD RATING NOT OVER 25 AND A SMOKE DEVELOPED RATING NOT OVER 50. INSULATION SUPPORT (TO PREVENT COLLAPSE OF INSULATION) SHALL BE, PROVIDED BETWEEN PIPING AND PIPE HANGING SHIELDS. RIGID POLYURETHANE FOAM OR NATURAL CORK INSERTS MAY BE USED FOR SUPPORT. ALL PIPE SUPPORT APPARATUS MUST BE MOUNTED ON THE OUTSIDE OF ALL INSULATION. ALL WATER PIPING SHALL HAVE MINIMUM 1" THICK GLASS FIBER, PIPE INSULATION. EXACT MINIMUM THICKNESSES REQUIRED BY APPLICABLE ENERGY CODE MUST BE VERIFIED BY CONTRACTOR. 8. HANGERS AND SUPPORTS: ALL PIPING SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE BY MEANS OF APPROVED HANGERS AND SUPPORTS. PIPING SHALL BE SUPPORTED TO MAINTAIN REQUIRED GRADING AND PITCHING OF LINES TO PREVENT VIBRATION AND SECURE PIPING IN PLACE AND SHALL BE SO ARRANGED AS TO PROVIDE FOR EXPANSION AND CONTRACTION. SUPPORT LOCATIONS AND HANGING METHODS MUST BE SHOWN ON SHOP DRAWING WHICH MUST BE APPROVED BY ARCHITECT AND LANDLORDS STRUCTURAL ENGINEER BEFORE STARTING WORK. THE SPACING OF HANGERS SHALL NOT BE GREATER THAN 10' O.C. FOR PIPE 1-1/2" AND LARGER; 6' O.C. FOR PIPE SMALLER THAN 1-1/2. MALLEABLE IRON BRACKETS OF APPROVED TYPE SHALL BE USED ALONG THE WALLS. ADDITIONAL HANGERS SHALL BE INSTALLED AT ALL FITTINGS. PIPING SHALL NOT BE HUNG FROM THE PIPING, DUCTWORK OR CONDUITS OF OTHER TRADES. HANGERS AND SUPPORTS SHALL BE AS FOLLOWS: BARE HORIZONTAL FERROUS AND NON-FERROUS PIPING SHALL BE HUNG WITH STEEL, ADJUSTABLE -TYPE CLEVIS HANGERS OR "GANGED" ON SUITABLE TRAPEZE -TYPE SUPPORTS. HANGERS IN CONTACT WITH COPPER SHALL BE COPPER -PLATED. INSERTS, ANCHORS, CLAMPS, ETC., FOR SECURING HANGERS SHALL BE MAINTAINED BY THIS CONTRACTOR IN THE ' PROPER LOCATIONS DURING ALL PHASES OF CONSTRUCTION. 9. PIPES. FITTINGS AND JOINTS: a. DOMESTIC HOT AND COLD WATER PIPING SHALL BE HARD DRAWN, COPPER TUBING TYPE "L". FITTINGS SHALL BE WROUGHT COPPER. COPPER TUBING AND PIPING SHALL BE MADE UP WITH SOCKET FITTINGS, WITH 95-5 SOLDER. UNDERGROUND WATER PIPING SHALL BE COPPER TUBING TYPE "K". b. ABOVE & BELOW GROUND SANITARY WASTE AND VENT PIPING PVC/DWV PLASTIC SCH. #40 PIPE AND FITTING WITH SOLVENT CEMENT JOINTS. c. SANITARY. WASTE & VENT PIPING ABOVE IN PLENUM CEILING AREAS SERVICE WEIGHT HUBLESS CAST-IRON PIPE AND FITTINGS. ALL CAST IRON SOIL PIPING AND FITTINGS SHALL BE MARKED WITH THE COLLECTIVE TRADEMARK OF THE CAST IRON SOIL PIPE INSTITUTE (CISPI) AND BE LISTED BY NSF INTERNATIONAL. (ASTM A888). TYPE -M COPPER MAY BE INSTALLED FOR WASTE AND VENT PIPING 1 1/2" AND SMALLER. 10. VALVES: DOMESTIC HOT AND COLD WATER SHUT-OFF VALVES SHALL BE "MILWAUKEE" #BA -155 (OR APPROVED EQUAL); SWEAT ENDS, FORGED BRASS, FULL PORT, BALL -TYPE VALVE (OR APPROVED EQUAL). 11. EQUIPMENT CONNECTIONS: CONTRACTOR SHALL FURNISH ALL REQUIRED VALVES, FITTINGS, VACUUM BREAKERS, TRAPS, ETC., NECESSARY FOR THE COMPLETE HOOKUP TO PROVIDE PROPER OPERATION OF EACH PIECE OF EQUIPMENT. IN CONNECTING TO EQUIPMENT, MANUFACTURER'S RECOMMENDATIONS AS TO SIZE AND ARRANGEMENT OF CONNEC11ONS SHALL BE FOLLOWED, BUT WITH SIZES SHOWN ON PLAN BEING FOLLOWED. 12. PIPING IDENTIFICATION: ALL PIPING WILL BE IDENTIFIED WITH SEMI-RIGID PLASTIC PRESSURE -SENSITIVE IDENTIFICATION MARKERS (NOTE PRESSURE -SENSITIVE VINYL PIPE MARKERS WILL NOT BE ACCEPTED). DIRECTION OF FLOW ARROWS ARE TO BE INCLUDED ON EACH MARKER AND SHALL BE IN CONFORMANCE WITH "SCHEME FOR THE IDENTIFICATION OF PIPING SYSTEMS" (ANSI A13.1-1975). LOCATIONS FOR PIPE MARKERS TO BE AS FOLLOWS: 1. ADJACENT TO EACH VALVE AND FITTING (EXCEPT ON EQUIPMENT). 2. AT EACH BRANCH AND RISER TAKE -OFF. 3. AT EACH PIPE PASSAGE THROUGH WALL AND CEILING CONSTRUCTION. 4. ON ALL HORIZONTAL PIPE RUNS - MARKED EVERY 20. SETMARK PIPE MARKERS AND BRASS VALVE TAGS AS MANUFACTURED BY SETON NAME PLATE CORP. (OR APPROVED EQUAL). 13. INSPECTIONS AND TESTS: THE OPERATION OF THE EQUIPMENT AND PIPING INSTALLATION DOES NOT CONSTITUTE AN ACCEPTANCE OF THE WORK BY THE OWNER. THE FINAL ACCEPTANCE IS TO BE MADE AFTER THE CONTRACTOR HAS ADJUSTED HIS SYSTEM AND DEMONSTRATED THAT IT FULFILLS THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS AND HAS FURNISHED REQUIRED CERTIFICATES. UPON COMPLETION OF THE INSTALLATION, THE CONTRACTOR SHALL FURNISH CERTIFICATES OF APPROVAL FROM ALL AUTHORITIES HAVING JURISDICTION. HE SHALL DEMONSTRATE THAT ALL WORK IS COMPLETE AND IN PERFECT OPERATING ORDER AND THAT THE ENTIRE INSTALLATION IS FREE FROM ANY PHYSICAL DEFECTS. TEST ALL SYSTEMS IN FULL ACCORDANCE WITH LOCAL, STATE AND UTILITY COMPANY REQUIREMENTS. 14. GUARANTEE: CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE FINAL DATE OF ACCEPTANCE IN WRITING. PPS opt W W to W w W I NV W W a a W N M W WW J W U z o M �- g Z � 9 o W W W W N M J W g z o M �- a Z 0 0 < a a fY a wI" U w a cai W X OD _o N N N in N U ENGINEER SEAL 0 0 0 0 0 0 M V 5 5 5 5 M N N N i i i i W � N N — o SIMM 6 Z Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 O O r� N WQ � Q F�0 to 1 --w Ln lzw z 0W 060 � O J 0) U N M M LLJ ♦ N 982 10. mak% cc uT 71Y;0r Erict�,ilriooda, PE P.E. No. 60982 MX MMOM a, A iN WN SPE PATS n M RUM nD N71Fa1 ANE NOW ®LY FSR PE SFPTF� PYIN4SE n 4.1f]n iF FAN PENCE EN®PFFi 1 M FSR 1AECII M vEiE HAFFANl1 PE1� ER nPia EN NE!M a ANAPFATNR !r FIICf PERFE ENGIF�N4 NC SKU R: PM OK399M i[C NEEML FSEF SHEET TITLE PLUMBING SPECIFICATIONS ISSUE DATE. 03-14-2012 DRAWN: GVP APPROVED: EJS I DRAWING NUMBER I SHEET 2 OF 4 12004-02 Q N M J W g z o M �- a Z 0 0 < fY a wI" U w a cai W X OD a ry 0_ a. op U ENGINEER SEAL ♦ N 982 10. mak% cc uT 71Y;0r Erict�,ilriooda, PE P.E. No. 60982 MX MMOM a, A iN WN SPE PATS n M RUM nD N71Fa1 ANE NOW ®LY FSR PE SFPTF� PYIN4SE n 4.1f]n iF FAN PENCE EN®PFFi 1 M FSR 1AECII M vEiE HAFFANl1 PE1� ER nPia EN NE!M a ANAPFATNR !r FIICf PERFE ENGIF�N4 NC SKU R: PM OK399M i[C NEEML FSEF SHEET TITLE PLUMBING SPECIFICATIONS ISSUE DATE. 03-14-2012 DRAWN: GVP APPROVED: EJS I DRAWING NUMBER I SHEET 2 OF 4 12004-02 INV. ELEV. = 6.00' C.0.0�_ — - C.O.0-7 tl II II If GW INV. ELEV. = 6.40' TYPICAL FOR1- ----------TO SITE SANITARY SEWER NO C.O. GREASE INTERCEPTOR PROCEPTOR #GMC -1000 3 -TOTAL FOR,43,000-GPD INV. ELEV. = 6.29' FAI (6)3"V up LAV-2IIF1C UP VALVE & CAP 1 "CW I TO ABV. FROM BELOW FL 3V li! VALVE & CAP STORAGE FOR FUTURE �,N ROOF 4 FOR FUTURE ... ....... - — - — - — - — - — - - — - — - — - — - — - 7_77,711.111 — - — - — - — - — - — - !F ---------- t VALVE & CAP 1 "CW WOMEIN 2"W DN. FOR FUTURE III�-2 W DN. -,z4= : LAV -11 2"V UP itz - - - - - - - - - - - - - - - - ---- - --- - - - --- - -- - -------------------- "V up -2 2 LAV it z 2"VTR 3/4" 2"VTR j................ EWC-1 WCO 4w 4" b d .................. .... ............................................ ............. ....................... ........................... ............ - tllu \� 10CW up it it i 4 FROM BELOW FIL t)Rt-,.Ss I)R'.,,SS DRESS 1 DRESS 14"2 SAV -2 A "- WOMB VALVE & CAP 3lEEE eCW DROPJ 0, ---------- FOR FUTURE ...... ...... ..... ...... ..... ...... ..... ...... ..... ..................... ............... . . ........ . . ............ . .. ......... . .. . ..... tw'- J: L ................ ............ ............ ............. . ..... .... C f f IF . ......... .. ARCAD 0_1 39 ..... . . . ... . ........ ................................. ................. ................ ................................................................... .........., ........... ............... ........... .............. ............... jj ................... 11"0 90* ELB ............. . . .......................... VALVE & CAP I "CW VALVE & CAP 1 "CW I TYPICAL FUTURE --- - - ---- - ..... ....... -11.11.1.1 . -, := - - - - - ------ - ---- ..... . ... . ... FOR FUTURE FOR *"� . ........ ...... C - — - — - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - — E — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - — - — - — - FU(J,RE TENIANT I INV. ELEV. = 7.50' I a C.O. 411111111111111 `,» TOILET ROOM FLAN SCALE 1/4 1 0 WATER PIPING 1 -1/2 -CW UP:, 1 I FROM BELOW FL. RETAIL TENANT 2 FINISH FLOOR ELEV. = 9.00' !11 F L U SCALE 1/8" = 1'-0" "A f ' ,II IIIT OILET ROOM FLAN i I l WATER PIPING SCALE 1/4" = V-0., ' ( 1 I " .................................. ill +F�f�:, =1111 1 1*0 SCHEID 40 PVC . .................. ......................... ......... ...... . .. I 1' A flll 3/4- WATER METERS 1 i wl 3/4* REDUCED PRESSURE BACKFLOW PREVENTERS I , I 4- I 4x2-90' wl 11" REDUCER 44x2 -TEE wl 1- REDUCER 3/4- WATER METERS wl 3/4* REDUCED PRESSURE BACKFLOW PREVENTERSPROPERTY LINE Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 Cn U) (n j;7) O C\j K) Lj W > _J _j LL 11111 > (D > (D > (D > (D g 0 Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 Iwo j;7) O C\j K) Lj W > _J _j LL 11111 < n, 0 0 0 0 Ld � aY � fr <> z LI -I Ld LLJ LU < 0 UJ 0 3 z Q� a— coOD 2 ENGINEER SEAL---] Z z z z > 2 2 0 0 in Ln Lf) Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 Iwo j;7) O C\j K) Lj W > _J _j LL 11111 < n, z < 0 < Z Ld mimmani 0 _j 0 Cr <> z U LLJ U i-- 0 F_ (f) < < Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 I :�No f:972 • STATE 0 /0. % W�"Jd" PE P.E'."AO. 609'82 THESE MMM, ALM WITH THE UWWTS AND Mt DESIGNS MOM HE" AK WDM DLY FM THE SPECIFIC KNIUSE AND MOT T FMT PIERCE DMEOW& W_ FM VHICH M VM PREPARED, KM M WRM RELIANCE M THEM DMLMTS VITHMIT VKTTEN NJWMTIM AND ADAPTATEN BY FORT PFJU ENEWERDA W_ SHALL BE WITHMIT L101M T11 THE SA?E COPYR15902012, FORT PIERCE ENGINEDM X ALL RIGHTS RESERVM SHEET TITLE I PLUMBING FLOOR PLANS ISSUE DATE: 03-14-2012 DRAWN: GVP APPROVED: EJS DRAWING NUMBER P - 3 SHEET 3 OF 4 12004-02 j;7) O C\j K) Lj W > _J _j LL < < n, z < 0 < Z Ld 0 _j 0 Cr <> z U LLJ U i-- 0 F_ (f) < < 0 UJ 0 3 Q� a— coOD U ENGINEER SEAL---] I :�No f:972 • STATE 0 /0. % W�"Jd" PE P.E'."AO. 609'82 THESE MMM, ALM WITH THE UWWTS AND Mt DESIGNS MOM HE" AK WDM DLY FM THE SPECIFIC KNIUSE AND MOT T FMT PIERCE DMEOW& W_ FM VHICH M VM PREPARED, KM M WRM RELIANCE M THEM DMLMTS VITHMIT VKTTEN NJWMTIM AND ADAPTATEN BY FORT PFJU ENEWERDA W_ SHALL BE WITHMIT L101M T11 THE SA?E COPYR15902012, FORT PIERCE ENGINEDM X ALL RIGHTS RESERVM SHEET TITLE I PLUMBING FLOOR PLANS ISSUE DATE: 03-14-2012 DRAWN: GVP APPROVED: EJS DRAWING NUMBER P - 3 SHEET 3 OF 4 12004-02