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1 FLEET LAND BLVD FOUN18-0005INTERIOR DESIGN !iiudl*o 4 One -Fleet iBoulevard FL 32233 225 F. John Carpenter Freeway Suite 700 Irving, TX 75062 14 1 1 1 I 1 1 1 1 1 1 1 1 1 / 1 1 I 1 1 1 z 1 \� 1 � 1 LU .N LU \ 1 M @ N 1 mm _ O (h d W> JQ Q Lo J U w Co o Cn Or¢ EQJ 0 Li U r J CL W LDO Ll O Y ¢ �f /.�1y� ... W �i 2 CART N W , PARKING 0mJ / d Zr/ oM Lo 0 O 0 0 ¢ UFO 4. Z00"� 197r l9 MN //\ ti W LL) U Q Y U) Y W tY O J03 F 4a. m X N (n !P J w� F - w f o . z> . 0 0 t- - — — - - — - - — - - — - r - - �L - — - — — — - - — — e o - - - - - - - - - _ O \®`® ``® 9 Architecture 1414 UNDERWOOD AVE. WAUWATOSA, WI 53213 414.431.3131 T E L 414.431 .0531 FAX W W W.AGARCH.COM I A r c h i t e c t m r e E n g i n e e r i n g P l a n n i n g REVISIONS Y F j ° a� A UJ245'' --*r/pi*v-/ FLORIDA CERTIFICATE OF AUTHORIZATION ARCHITECTURE AA0002562 ^w iH15 DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE {`II/L ` THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL OT BE CO=N ANY FORM OR MANNER WITHOUT N AUTHORIZATION OF ITS DESIGNER/CREATOR DRAN DR DATE - 04 SEP 2018 PROJECT 153001 (14 SHEET NO. 1 if 30 _ - 0 COMMONS SITE UT2YPIC2AL PLAN2 CLERESTORY PLAN @ FORMAL DINING 1/5" = 1'-0" CLERESTORY PLAN @ PUS 1/5'' = 1'_0 II LOG SET COQUINA PITCH GAP 1/b" LAVA ROCKS STONE GAP PER FOOT STUCCO ON CONCRETE DI. �1 n _ -- :O 00010000 �O��o o °o O� (°off O (\j SOI ° opo ° (1 d'0o V"n0o 5EALANT Di Di 0 Q p O p p WYoOo �QoO°o ��Q o 8600 r ° °lo �8C� 0 � 0c°C� O o 1• •1,. ��0 �0° ° �U 0. 0. 0 ��o o°O oo°° °oc Oo00D�0 )8 5"o Iv b( 00 O0oo°°OoOQ)(000000 o 00-1) 00 �°° DI• �1 OG°��j)'o✓ ..,'00� O ,QdO O�O,�qq'�o�,JRQ010v 110 O° OIDd 00 c� oOgco poo 0o po0 00 ° o.; s! o�og�o 'oo� 0080 �S�og�O°�U0 ° ° OpOo °O �JJo 00 O o p 0 000 �. GRAVEL FILL GA5 SERVICE FIRE PIT DETAIL 3/41' - 1' -oil 2:E O � w z 7t Z aa0 � ° a w = N Uj J V1 O, LL ICATE5 FACE OF VG / FOUNDATION :LOW AT MARKET )A #5 VERTICAL AT 16" O.G. EACH FACE TYPICAL UNLE55 OTHER 15E NOTED #5 HORIZONTAL AT 12" O.G. EACH FACE 1 0 1 D TYPICAL UNLE55 OTHERWISE NOTED COORDINATE LOCATION OF 6A5 VALVE, POWER SUPPLY AND OUTLET 4" CONCRETE >I ^I iD i.D POURED CONCRETE OR c REINFORCED MASONRY D � D FIRE PIT INSERT AS MANUFACTURED BY WARMING TRENDS 1-5?i-556-5255 MODEL ML5 150 ROUND, PROPANE WITH AUTOMATED IGNITION SYSTEM, 56CD-9 LOG KIT AND 3 BA65 OF BLACK LAVA ROCK AND ALL ACCESSORIES REQUIRED FOR A FULLY FUNGTIONING SYSTEM. ALTERNATE #33 AD500 5,�~ �a AD501 GOMMON5 PLAN L. GOENERAL NOTES --- 129'-10" DIMENSIONS AT EXTERIOR WALL5 ARE TO FACE OF BRICK OR LL 15'-O" 34'-9" 25'-10" q'-3" SHEATHING. ALIGN WITH FOUNDATION WALL BELOW. 5EE CLERESTORY PLAN AT 1 ALL OTHER DIMENSIONS ARE TO FACE OF STUD. NAID16,100) FORMAL DININGTHI5 SHEET RTAINING WALL AT POND, AD0FOR STRUCTURE ABOVE COORDINATE WITH CIVIL.VERIFY ALL ROUGH AND MASONRY OPENINGS WITHT T-6" 6'-O 1/2" 11'-4" 11'-4" rb 1/2" T -O" 18'-10" INSTALL 42" HIGH RAILINGS APPROVED SHOP DRAWINGS. AT FULL LENGTH OF 3 RETAINING YTALL PER 4 AD101 I 64 SECTION 05500 _-_--- INDICATES 1 HOUR WALL AD500 51M AD101 OFF, INDICATES 2 HOUR WALL Q 6114.5 6114.6 6114.7 -------- I--_--------_-_-- ------ __--�- INDICATES 3 HOUR WALL A0501 ----------- INDICATES 4 HOUR WALL ° -------- - - - - A0501 6._6... DIMENSIONS SHOWN AS ROUGH OPENINGS 64 D D FOR SPECIFIC PRODUCTS BASED ON RTAINING WALL AT POND, // O O COORDINATE WITH CIVIL. / �_ 64 I I I I L _ _ _ _ _ _ J � _ - _ - - _ - _ - _ _ - - _ - _ - _ � L _ - - _ - _ � 6113.9 6113.8 6113."1 CURRENT INFORMATION AVAILABLE AT TIME INSTALL 42' HIGH RAILING5 / 42" HIGH PVC �1- - - - - - r --- -- OF DRAWING PREPARATION. CONTRACTOR TO VERIFY AS APPROPRIATE. AT FULL LENGTH OF / RAILINGS III j RTAINING WALL. S° �'� i DINING 6114.4 , I j j 1 r -- 6113.6 * PLUS OR MINU5 - FOR REFERENCE ONLY. �• ,,I l,l I j 1 \ VERANDA- 6114.3 I j FORMAL j \ 61L3.5 in DINING 31 \ WALL TYPES O SHEET AT300 _ I ' AD500 1 6114.2 I O jl 6114 j \ 6113.4 1- DOOR SCHEDULE SHEET AT100 AD604 AD500 I j j A \ \ �� m WINDOW SCHEDULE O SHEET AD502 II _ I I I AD400 11 3` 1 v iV 1ROOM FINISH SCHEDULE SEE INTERIORS 64 L-- JIII L ----j, PRIVATE 1 N CA5ED OPENING-------- 113. 1 AD501 I I7 DINING � R9 FEC # FIRE EXTINGUISHER WITH RECESSED CABINET 3 J114 WG-2'5EE FINTERIORS1 4 6113 1 6113.2 PER SECTION 10522 - SEE DETAIL 10/AT400. AD101 AD601 1 BEVERAGEFE FIRE EXTINGUI5HER WITH SURFACE MOUNTED BRACKET - --- - - --- - - - -t6113 6113.1 PER SECTION 10522. O 63A 6111 - - - - 6122 ❑ in 36 - J --------2� ---------- 1 AD400 115'16113.3 O DRYWALL = - ON INTERIOR O FACE BEHIND �D CART � 31 36 � Fq 113..1 37 Q j ' WASH 10'-4" 46'-3""O -7'-10" 5'-8" 1'-1Ga '19'-1" - - - �� 64 FURRING MEGH. iv 32 AMIGO 2 ' 12 COOLER 5TORAGE� a 6122 FREEZER OFFICE 6112 p p Q AD601 51M 67 6 36 L I I 41B 12� 6119 3'-4„ I 6115 6115. �� 32 m m 31 iB 1 0 12 DEPRE55ED CONCRETE SLAB 12 67 =I - ------ 7 f€�s--. p 12'-4 1/4" '1 5/8' -7", 1/2" 5 AD501 JAN IT0 6119 12 O1 `� 6121 6121 Q in 63 6110. 31 O 31 31 9 O FOOD SERVICE iV Oq. 31 d) 7 5/S" m m In 12 EQUIPMENT BY AD400 1 O 8 AD400 2 6115.1 O ? 5/8" SECTION 11400 -_ m 12 6110.2 O O 610q.1 _------------_---- 67 _ SEE FOOD FE O 63 m 1 'i AD400 AD604 m SERVICE FOOD 12 DRAWINGS FOR 5ERVIGE 5 5/8" m 6110.1 _� O 31 6120 LAYOUT 6115 m 1 O 64 AD701 12 DININ61 1 5 -7 WOMENS ? 31 6 q ? 61 O? 13 AD400 ry 7$;7„ 2 `T 4 c0 6120.1 TRASH 12 t2 in D15H 12 m 63 6110 32 m AD1o1 6120 21'-3" WASHING 2AD AD601r-----------J 6107.1 " m 12 5g AD400 "5 . ORRIDO o p 64 6107 \ �, DRY 67 t2 5TORA6E 51 6108 L� m 6�° inJANITOR 6: p 6115.4 p in 6123 io ELEC. 6111 6118 63 - I: °m 32 6111 y 1 c0 6123 6118 m 6115. 1 -4 -4.. 31 \ \ A 12 r p 6124 AT400 G 1 m / AT PUB THIS SCLEFZ5THE T FOR PLAN 105. 5 7T, 6 \ \ p 5TRUGTU ABOVE T' AD701 \ ❑ / I 60 3 �„ - - 51 I / I--, 61 O 6103.1 O in -- 37 LADDER ,�iND A 71C. \ N MF-RCHANDI5E HATCH Tp MAN ARD, 3 1 6103 41G 63 / i Q- 4'-6" I 6104 SEE 21T400 OR - \ 0 AD1ot j AD500 - - - - / I .� 1'-4" TOIL{ET HOR LADDER ATC44 AND 22/T/ O 9 / ? AD501 / y / \ 6124 � ^`� \ \\ MARKETPLACE �/' FOOD SERVICE \ / / /' \ ° \ 21'-4" BAG '/ //' EQUIPMENT THI5 A 1 AD400 3 /' BY 5F01;� N 11400 61 73 / SEE ERVICE j �' S \ l FOOD SERVIG q7 \ 1 \ KITCHEN rp3° / / // / LA OUT F R / / \ \ / / EQUIPMENT T 5\A A 101 ^m \ \ KITCH N / / ' i �' HEARTH OVEN BY \ \ BY SECTION 140 - \ b4�' FOOD SERVICE \ SEE FOOD ERV E 64 PATIO SECTION 11400 \ \ PUB DRAWING FOR! l �Q \ 6105 POUT MARKETPLACE AD701 SIM A - % FRONT 0 j 6102 4 32 A 1> 02 A'D101 �'� \ /•/ / �'�,\ 'y / \ 37 6101.1 \ ,� m / AD201 /� \ �- /' / BAR ry O j • \ \ , \ \ /, / / / s; 105 VESTIBULE . 0 64 ^ 6:0„ 105. 64 3 32 64 ° MARKET/ 0 / \ 1 O AD10164Q 6105 \_0" ip VERANDA AD !Y ^m / p. /' / s ADD) 6 �4" 64 64 / AD602 NO AD501 9:70„ 64 S'7" \ � - 8„ 7%� " 77 Z' 21-0„ 4 ,; AD605 a; ;o AD500 T" 0 FIRE PIT PER SECTION 01230 ALTERNATE 33 Architecture 1414 UN.DERWOOD AVE. WAUWATOS.A, WI 53213 41 4.431 .31 31 TEL 41 4_.431 .01331 FAX W WW..AGAR.CH.COM A r a b 1 1 e C I (f r e E n g i n e e r i n g P l n n i n g REVISIONS 1 ADDENDUM #1 121 SEP 2018 FLORIDA CERTIFICATE OF AUTHORIZATION OARCHITECTURE AA0002562 W THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL COPIED IN ANY FORM OR MANNER WITHOUT �RTCfEN AUTHOREZATION OF ITS DESIGNER/CREATOR F •. \� T 2018 G %V PROJECT 153001 SHEET NO. 1/8 �� AD201 FIRST F L 0 0 R PLAN MAIN STREET COMMONS • W flu V, w • �. II V W I' V 4 4_j Architecture 1414 UN.DERWOOD AVE. WAUWATOS.A, WI 53213 41 4.431 .31 31 TEL 41 4_.431 .01331 FAX W WW..AGAR.CH.COM A r a b 1 1 e C I (f r e E n g i n e e r i n g P l n n i n g REVISIONS 1 ADDENDUM #1 121 SEP 2018 FLORIDA CERTIFICATE OF AUTHORIZATION OARCHITECTURE AA0002562 W THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL COPIED IN ANY FORM OR MANNER WITHOUT �RTCfEN AUTHOREZATION OF ITS DESIGNER/CREATOR F •. \� T 2018 G %V PROJECT 153001 SHEET NO. 1/8 �� AD201 FIRST F L 0 0 R PLAN MAIN STREET COMMONS uI � z FREFINISHED GUTTERS AND DONN5POUT5 ON - - — 1 x 10 FIBER GEMENT FASCIA—( 5 — AD700 OFF. BRACKET 52 �5U51`ENPEP ACOUSTIC TILE 1' PVC BEADBOARD ON SOFFIT FRAMING -_ ..... 5/5" DRYWALL ON 4 l 3-5/5" x 20 6AUISE METAL FRAMING AT 24" O.G. — AD700 Opp. I - WOOD TRIM 'WC -2' AT WINDOWS AND DOORS WITH WOOD JAMB EXTEN5ION5 TYPICAL - SEE 13 INTERIORS ADT00 co in I p: ADi00 OFF. a�. STUCCO ON - METAL LATH KITH GRADE 'D' PAPER 5AGKIN6 ON AIR BARRIER ON 1/2" OSB 5HEATHING ON 11 6" METAL STUDS - SEE STRUCTURAL FULL DEPTH BATT INSULATION 5/5" DRYNALL a R-20 5F"Y FOAM INSULATI WITH FIRE BA IER BLOCKI AT 16" -5/8" x 20 AU6E MET O C IGKER5 AT 5" O.G. MA SUSPENDED ACOUSTIC TILE SUSPENDED ACOUSTIC TILE eVED DROP SOFFIT AIX MARKETPLACE FRONT CONCRETE ROOF TILES WITH 1 x 2 PPT BATTENS MIN. ON SELF -ADHERING RUBBERIZED ASPHALT UNDERLAYMENT ON 5/8" PLYWOOD ROOF 5HEATHING WITH PLYWOOD CLIPS ON WOOD ROOF TRUSSES @ 24" O.G. MAX. - SEE STRUCTURAL ALL INSTALLED PER NOA OR FPA 8 TPMEMBRANE ROOFING ADHERED TO O &LABS MAT GYPSUM COVER BOARD ON TAPERED FOLY150 INSULATION R-20 4'-0" FROM DRAIN, SLOPE UP @ 1/4'/ FOOT ON 3/4" PLYY000P ROOF 5HEATHIN6 ON WOOD ROOF TRUSSES - SEE STRUCTURAL TRU55 $R6 MARKETPLACE —1 117'-O" AND FOUNDATION DE516N ;;***� SECTION @ MARKETPLACE ! AP600 \ 3/8" = l'-0" - r AIR BARRIER ON y. $ 1/2" 05B 5HEATHING ON 6" METAL STUDS - SEE 5TRUCTUR 1 4 1 4 U N D E R W O O D AVE. _ FULL DEPTH BATT INSULATION W A U W A T O 5 A, WI 5 3 2 1 3 ____" ., .. .. _. .. ... ..._.. ......_ ......_... .... .. - II 5/5" DRYWALL 41 4.431 .31 31 TEL ... _ FOOD SERVICE EQUIPMENT BY - o ® 4J 414.431.0531. FAX SECTION 11400, SEE FOOD SERVICE W W WW..AGAR.CH.COM s . _ _ _ -. _ _ _ DRAWINGS FOR ,LAYOUT ' I I FIRS T 10000 d � a a, f. n g i n e e r i n g BA5E - SEE INTERIORS 4" CONCRETE SLAB ON GRADE KITH 6x6N1.4xN1.4WNFON P t a n n i n g 10 MIL VAPOR BARRIER ON SEE STRUCTURAL FOR FOOTING 6" MINIMUM COMPACTED DRAINAGE FILL AND FOUNDATION DE516N ;;***� SECTION @ MARKETPLACE ! AP600 \ 3/8" = l'-0" - m5/S" DRYNAL ON 3-5/5" x 20 6AU6E METAL ul GRID 5U5PEN ION SYSTEM KICKERS AT 48" O.G. MAXIMUM a > TRUSS BR6 LOW 112'-3" PREFINISHED 6UTTER5 AND DONN5POUT5 ON 1 x 10 FIBER GEMENT FASCIA 5/5" DRYWALL ON 3-5/S" x 20 GAUGE METAL 1" PVC BEADBOARD ON FRAMING AT 24" O.G. 4 SOFFIT FRAMING ADT00 NOOD TRIM 'NC -2' AT NINDON5 AND DOORS KITH COOLER - FOOD SERVICE EQUIPMENT BY SECTION 11400 19 AD700 j i i FORMAL DINING 6114 HOOD JAMB EXTENSION RACKET B2 TYPICAL SEE INTERIORS I STUCCO ON METAL LATH WITH GRADE 'D' PAPER BAGKIN6 ON r AIR BARRIER ON 1/2" 05B 5HEATHING ON 6" METAL STUDS - SEE 5TRUCTUR 1 4 1 4 U N D E R W O O D AVE. FULL DEPTH BATT INSULATION W A U W A T O 5 A, WI 5 3 2 1 3 bio II 5/5" DRYWALL 41 4.431 .31 31 TEL o ® 4J 414.431.0531. FAX W W WW..AGAR.CH.COM s tWt 17 �� T00 A r c b 1 1 e C f a r e f. n g i n e e r i n g J P t a n n i n g AD604 , V J 4 - AD203 CONCRETE ROOF TILES WITH 1 x 2 PPT BATTENS MIN. ON V L SELF -ADHERING RUBBERIZED ASPHALT UNDERLAYMENT ON 5/5" PLYWOOD ROOF 5HEATHING WITH PLYWOOD CLIPS ON TPO MEMBRANE ROOFING ADHERED TO 5/8" PLYWOOD ON WOOD ROOF TRUSSES @ 24" O.G. MAX. - SEE STRUCTURAL ALL INSTALLED PER NOA OR FPA ROOF TRU55E5 EXTEND OVER 5HEATHIN6 (UNDER M ROOFING UNDERLAYMENT ' LMLMA 12" V TPO MEMBRANE ROOFING ADHERED TO GYPSUM COVER BOARD ON ' 'T' 6LA55 MAT • TAPERED POLYI50 INSULATION 1/4" ' R-20 4-0" FROM DRAIN, SLOPE UP ® / FOOT O 3/4" PLYWOOOD ROOF 5HEATHIN6 ON r WOOD ROOF TRU55E5 - SEE STRUCTURAL \ ' . 4-1 R-20 SPRAY FOAM 6 INSULATION WITH FIRE BARRIER AD203 m = 5 m5/S" DRYNAL ON 3-5/5" x 20 6AU6E METAL ul GRID 5U5PEN ION SYSTEM KICKERS AT 48" O.G. MAXIMUM a > TRUSS BR6 LOW 112'-3" PREFINISHED 6UTTER5 AND DONN5POUT5 ON 1 x 10 FIBER GEMENT FASCIA 5/5" DRYWALL ON 3-5/S" x 20 GAUGE METAL 1" PVC BEADBOARD ON FRAMING AT 24" O.G. 4 SOFFIT FRAMING ADT00 NOOD TRIM 'NC -2' AT NINDON5 AND DOORS KITH COOLER - FOOD SERVICE EQUIPMENT BY SECTION 11400 19 AD700 j i i FORMAL DINING 6114 HOOD JAMB EXTENSION RACKET B2 TYPICAL SEE INTERIORS I STUCCO ON METAL LATH WITH GRADE 'D' PAPER BAGKIN6 ON — - REVISIONS _ FIRST FLOOR I ADDENDUM #I 21 SEP 2018 ° — 100'-0 BENTONITE R STOPPING 77kzA 77 - BE E WATE r r BASE - SEE INTERIORS, 4" CONCRETE SLAB ON GRADE KITHSEE STRUCTURAL STRUCTURAL FOR FOOTING 6 x 6 W1.4 x N1.4 MF ON 10 MIL VAPOR BARRIER ON a a AND FOUNDATION DESIGN p 6" MINIMUM COMPACTED DRAINAGE FILL ARISE AND PAINT FOUNDATION WALL ABOVE LEDGE TO MATCH RECESS AT CONCRETE SLAB FOR COOLER / KEYSTONE RETAINING WALLCOLOR FREEZER - COORDINATE KITH FOOD SERVICE ° AND STRUCTURAL EDGE 21' 4 NORMAL WATER LEVEL - SEE CIVIL �� as OND BENCH/SHELF - SEE CIVIL c 4 TOP OF FOOTING SEE STRUCTURALel aR. SECTION @ FORMAL DINING - TRUSS BEARINO LOM jiAP600 \ 3/8" = l' -O" 3/8 •• —BEE STRUCTURAL FOR FOOTING AND FOUNDATION DESIGN t�,1 e ' --- Sr --- � • . A%, Oak � FLORIDA CERTIFICATE OF AUTHORIZATION ,00iw ARCHITECTURE AA0002562 GTHIS DRAWING, TTS DESIGN CONCEPT AND ITS DETAIL ARE I�THE SOLE PROPERTY OF AG ARCHITECTURE, INC, AND SHALL v BE COPTED IN ANY FORM OR MANNER WITHOUT AUTHORIZATION OF ITS DESIGNERICREATOR D E 04 SEPT 2018 PROJECT 153001 SHEET NO. AD600 SECTIONS MAIN STREET COMMONS AIR BARRIER ON 1/2" 05B 5HEATHING ON 6" METAL STUDS - SEE 5TRUCTUR 1 4 1 4 U N D E R W O O D AVE. FULL DEPTH BATT INSULATION W A U W A T O 5 A, WI 5 3 2 1 3 II 5/5" DRYWALL 41 4.431 .31 31 TEL 414.431.0531. FAX W WW..AGAR.CH.COM s 17 �� T00 A r c b 1 1 e C f a r e f. n g i n e e r i n g P t a n n i n g — - REVISIONS _ FIRST FLOOR I ADDENDUM #I 21 SEP 2018 ° — 100'-0 BENTONITE R STOPPING 77kzA 77 - BE E WATE r r BASE - SEE INTERIORS, 4" CONCRETE SLAB ON GRADE KITHSEE STRUCTURAL STRUCTURAL FOR FOOTING 6 x 6 W1.4 x N1.4 MF ON 10 MIL VAPOR BARRIER ON a a AND FOUNDATION DESIGN p 6" MINIMUM COMPACTED DRAINAGE FILL ARISE AND PAINT FOUNDATION WALL ABOVE LEDGE TO MATCH RECESS AT CONCRETE SLAB FOR COOLER / KEYSTONE RETAINING WALLCOLOR FREEZER - COORDINATE KITH FOOD SERVICE ° AND STRUCTURAL EDGE 21' 4 NORMAL WATER LEVEL - SEE CIVIL �� as OND BENCH/SHELF - SEE CIVIL c 4 TOP OF FOOTING SEE STRUCTURALel aR. SECTION @ FORMAL DINING - TRUSS BEARINO LOM jiAP600 \ 3/8" = l' -O" 3/8 •• —BEE STRUCTURAL FOR FOOTING AND FOUNDATION DESIGN t�,1 e ' --- Sr --- � • . A%, Oak � FLORIDA CERTIFICATE OF AUTHORIZATION ,00iw ARCHITECTURE AA0002562 GTHIS DRAWING, TTS DESIGN CONCEPT AND ITS DETAIL ARE I�THE SOLE PROPERTY OF AG ARCHITECTURE, INC, AND SHALL v BE COPTED IN ANY FORM OR MANNER WITHOUT AUTHORIZATION OF ITS DESIGNERICREATOR D E 04 SEPT 2018 PROJECT 153001 SHEET NO. AD600 SECTIONS MAIN STREET COMMONS OVER HEARTH 5EE KITCHEN EC OVER HEARTH - KITCHEN EQUIP. %� SECTION @ FORMAL DINING AD603 \ 3/8" = l' -O" ra L.0 U. buo L Ln 4-J rU (3) C �I Q% V m ra Q 0011111111000"***� 9 Architecture 1414 UNDERWOOD AVE. WAUWATOSA, WI 53213 4 1 4. 4 3 1, 3 i. 3 1 T E L 414.431 .0531 FAX W W W. A G A R. C H. C O M A r c h i t e c t tt r e f. ;z g i n C e r i 11 g i t a it n n ; REVISIONS 1 ADDENDUM #1 21 SEP 2018 O�4 FLORIDA CERTIFICATE OF AUTHORIZATION ARCHITECTURE AA0002562 i/w) THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL NOT BE COPIED IN ANY FORM OR MANNER WITHOUT O WRITTEN AUTHORIZATION OF ITS DESIGNERICREATOR lTE kEPT2018 PROJECT 153001 SHEET NO. AD603 3/8" SECTIONS MAIN STREET COMMONS 4" CONCRETE SLAB ON GRADE W/ WWF 6X6 — W1.4 X W1.4 ON 10 MIL VAPOR RETARDER AND COMPACTED FILL. FUTURE PAVILION BUILD -OUT COLUMN (FTG'S NOT SHOWN) ADD ALT: THICKENED EDGE W/ MASONTY COLUMNS & ROOF TRUSS SLAB JOINTS, SEE DETAIL 1 /SD705 COORD LOCATION IN LOBBY WITH ARCH & INTERIORS DRAWINGS. 12'-0" MAX SPACING. FOUNDATION AND SHEARWALL PLAN NOTES: 1. FOR DESIGN CRITERIA AND GENERAL NOTES, SEE SHEET SD704. 2. ELEVATIONS ARE BASED ON A T/SLAB DATUM EL 100'-0" UON. SEE CIVIL DWG'S FOR ACTUAL ELEVATION. 3. TOP OF FOOTING EL 98'-0", TYP (LION). 4. THIS FOUNDATION LAYOUT ASSUMES TRUSSES ARE FRAMED AS SHOWN HEREIN. THE TRUSS MANUFACTURER SHALL NOTIFY THE ENGINEER AND GENERAL CONTRACTOR OF ANY ADDITIONAL BEARING REQUIREMENTS OIRIOR TO FOUNDATION CONSTRUCTION. 5, DENOTES 8" CMU WALL. FOR TYF�ICAL CMU WALL DETAILS SEE GENERAL NOTES AND DETAIL 1/SD706. DENOTES 12" CMU STEMWALL SW 7, DENOTES SHEARWALL PER SCH SEE SHEET SD707 FOR ADDITI( DENOTES SLAB DEPRESSION. W 8" CMU WALL. SEE 1O/SD705 )ULE 3/SD707 AL SHEARWALL REQUIREMENTS. DINATE WITH ARCH DRAWINGS AND DETAIL 14/SD705 PLAN NOTES CONT: 9. FOR PIPE PENETRATIONS AT FOOTINGS, SEE DETAIL 3/SD705. SEE SECTION 2/SD705 FOR DETAIL AT FOOTING & THICKENED SLAB CORNERS SITE RETAINING WALL SHALL BE A KEYSTONE RETAINING WALL (OR EQUAL) DESIGNED BY THE CONTRACTOR'S DELEGATED ENGINEER. WALL CONSTRUCTION SHALL MEET THE GEOGRID REQUIREMENTS OFTHE WALL PRODUCT INCLUDING GEOGRID MATERIAL TYPE AND SPACING. SEE SHEET SD711 FOR INFO. 12. SEE 2/SD201 FOR PAVILION SLAB INFO. 13. mm DENOTES SLAB STEP, SEE 12/SD705. 14. FOR STUD QUANTITY ® TRUSS BEARING, SEE 1/SD709 15. 'MF' DENOTES MOMENT FRAME, SEE DETAIL 10/SD708 FOR BASEPLATE 16. SEE DETAIL 7/SD707 FOR OPENING IN LT GAGE WALL 17. SEE DETAIL 4/SD708 FOR CORNER STUDS AT LT GAGE WALL 18 CONNECT PILASTER BUILT MONOLITHICALLY W/IN THE WALL. PILASTER TO BE EXTEND 8" BEYOND EXTENTS OF THE BASEPLATE. PILASTER TO BE REINFORCED w/ 8—#6 VERT & #3 TIES 0 2" OC AT TOP (3 TOTAL) THEN ® 12" OC 19. b» DENOTES FOOTING STEP. SEE 4/SD708. T/FTG B/W FTG STEPS TO BE 96'-0- ...................................._..........._._................__..._._.._..........._._._..................................._..._........._......_.............._...._......__...__............................ 5" SLAB—ON—GRADE w/ WWF6x6—W1.4xW1.4 ON 10 MIL VAPOR RETARDER & COMPACTED FILL b,J r .r-mmI r Q 2 WAWWAI IA, Wa X 1+9 4T 4.449.2 y. 41 3'�?a€a 4 1 4 s 4 3 i a 0 04 °a eA ADDENDUM NO. 1 21 SEP 2018 pT N... /� "0678 ST - op 16 THII DRAVANO, ITI DEIION CONCEPT AND RI DETAIL ARE j THE ROLE PROPERTY OF AO ARCHITECTURE, INC. AND (HALL NOT DE COPIED IN ANY FORM OR MANNER WITHO WIT WRITTEN AUTHORIZATION OF ITS DERIONEPAREATOR j ®A DRAWN BY �// • DATE 04 SEP 2018 O OJE:T 95 SHEET NO. FOUNDATION PLAN SD201 I 00 to 26'-6" O ------ - - - - O I I I O1 I I I I I I I I Ol I I 10 I SLAB JOINTS, 1 SEE DETAI 1/SD705 -----.}I.-- (MAX SPACE =12'_0_) O I O I +- O 2 PAVILION PLAN SD201 SCALE: 1/8" = 1'-0" M _ 0 I 1� _ 00 I r- H 13'-0Ni" 32'- 13 34'-8%" 13'-11 11'-10Y4" I go- - '- /------..... -..-....-....-... --------- - - J r----�-S-W-3 --� ----�-S-W-3 - - _HSSsxsx73too -f -----I o0 — ---J L ----------- // / I WF7.0 T/FTG EL=90'-0" KEYSTONE SITE ysssk / ,/ -- --- --�I- -- -� -- I ----I—�-- -- -- WALL, SEE CIVIL = :.:�� (SEE NOTE 11) / I I _ _ KEYSTONE SITE I ;g > Jr r I ( I `� x�. �` WALL, SEE CIVIL 13 l i l t 18 I I I I I I �` �� (SEE NOTE 11) ��7n. I I I. I I I I I I I �` �\_ 10 AT'441 !�^� �_5" SLAB -ON -GRADE w/ STL COL 6 /' /6' / ® ®F .0 \��.._.. WWF6x6-W1.4xW1.4 ON 4" CONCRETE SLAB ON GRADE W WWF S �e / / / v � �' Y A / 10 MIL VAPOR RETARDER / �� / / $ / S & COMPACTED FILL 6Xs - W1.4 X W1.4 ON 10 MIL VAPOR RETARDER AND COMPACTED FILL. � � , � w $gam / nN . \ I� ~ , SLAB JOINTS, SEE DETAIL 1/SD705NSS1 � MF 4x6X FUTURE PAVILION BUILD -OUT COLUMN COORD LOCATION IN LOBBY WITH (FIG'S NOT SHOWN) ARCH "& INTERIIORS DRAWINGS. ' we / y �� Fg 0 1/_-V MAX SPACING. 1 FOUNDATION PLAN SD201 SCALE: 1/8- = 1' -0 - FOUNDATION AND SHEARWALL PLAN NOTES: 1. FOR DESIGN CRITERIA AND GENERAL NOTES, SEE SHEET SD704. 2. ELEVATIONS ARE BASED ON A T/SLAB DATUM EL 100'-0" LION. SEE CIVIL DWG'S FOR ACTUAL ELEVATION. 3. TOP OF FOOTING EL 98'--0", TYP (LION). ADD ALT: 4. THIS FOUNDATION LAYOUT ASSUMES TRUSSES ARE FRAMED AS SHOWN HEREIN. THICKENED EDGE W/ THE TRUSS MANUFACTURER SHALL NOTIFY THE ENGINEER AND GENERAL CONTRACTOR MASONTY COLUMNS & OF ANY ADDITIONAL BEARING REQUIREMENTS PRIOR TO FOUNDATION CONSTRUCTION. ROOF TRUSS 5. ® DENOTES 8" CMU WALL. FOR TYPICAL CMU WALL DETAILS SEE GENERAL NOTES AND DETAIL 1/SD706. 6. DENOTES 12" CMU STEMWALL BELOW 8" CMU WALL. SEE 10/SD705 SW 7. DENOTES SHEARWALL PER SCHEDULE 3/SD707 SEE SHEET SD707 FOR ADDITIONAL SHEARWALL REQUIREMENTS. 8. >:: ;>> <:'?% DENOTES SLAB DEPRESSION. COORDINATE WITH ARCH DRAWINGS AND DETAIL 14 SD705 PLAN NOTES CONT: 9. FOR PIPE PENETRATIONS AT FOOTINGS, SEE DETAIL 3/SD705. 10. SEE SECTION 2/SD705 FOR DETAIL AT FOOTING & THICKENED SLAB CORNERS 11. SITE RETAINING WALL SHALL BE A KEYSTONE RETAINING WALL (OR EQUAL) DESIGNED BY THE CONTRACTOR'S DELEGATED ENGINEER. WALL CONSTRUCTION SHALL MEET THE GEOGRID REQUIREMENTS OFTHE WALL PRODUCT INCLUDING GEOGRID MATERIAL TYPE AND SPACING. SEE SHEET SD711 FOR INFO. 12. SEE 2/SD201 FOR PAVILION SLAB INFO. 13. fl7ffL DENOTES SLAB STEP, SEE 12/SD705. 14. FOR STUD QUANTITY ® TRUSS BEARING, SEE 1/SD709 15. 'MF' DENOTES MOMENT FRAME, SEE DETAIL 10/SD708 FOR BASEPLATE 16. SEE DETAIL 7/SD707 FOR OPENING IN LT GAGE WALL 17. SEE DETAIL 4/SD708 FOR CORNER STUDS AT LT GAGE WALL <9>CONNECT PILASTER BUILT MONOLITHICALLY W/IN THE WALL. PILASTER TO BE EXTEN 8" BEYOND EXTENTS OF THE BASEPLATE. PILASTER TO BE REINFORCED w/ 8-#6 VERT & #3 TIES ® 2" OC AT TOP (3 TOTAL) THEN ® 12" OC 19. —cam— DENOTES FOOLING STEP. SEE 4/SD708. 4�0 T/FTG B/W FTG STEPS TO BE 96'-0" RE;VIOIONI ADDENDUM N( 21 SEP 2018 `�,TTlnunn�grii OT H Y q �\ 4 o. 80678 ' ��•• . ,�� rr �b �yOF 'T4!!ryl t i 11111 T1EE,` THII DRAWING, ITS DEMON CONCEPT AND ITE E THE p" PROPERTY OF AO ARCHITECTURE, INC. p NOT RE COPIED IN ANY FORM OR MANNER WRITTEN AYTHORIZATION OF RE DEIIONER/ J_ DRAWN BY 00 // DATE Fn 04 SEP 2018 �E►OO.IECT 50Y*95 1HEET NO. FOUNDATION PLAN SD201 DINING HALL SAW CUT JOINT, CUT BETWEEN 4 & 12 HOURS AFTER CONIC IS PLACED " PROVIDE FULL DEPTH 1� CONTROL BULKHEAD HELD FIRMLY JOINT IN A VERTICAL POSITION JAZ" 41 CONT VAPOR BREAK BOND W/ PREMOLDED EXP RETARDER, TYP CURING COMPOUND JOINT MATERIAL CRACK CONTROL JOINT CONSTRUCTION JOINT EXPANSION JOINT AT WALL NOTES: 1) USE CONSTRUCTION JOINT INSTEAD OF CRACK CONTROL JOINT WHEREVER CONSTRUCTION IS STOPPED OR WHERE CALLED FOR ON PLAN. TYPICAL SLAB ON GRADE JOINTS SCALE: NTS EXTERIOR BEARING, LT GAGE STUD WALL, SEE SHEATHING, SEE SCHEDULE ON 2/SD707 GEN NOTES I I I h SEE DETAIL 1 /SD708 #5 CONT I I: I- - I I i WWF, SEE PLAN T/SLAB EL, I -7` - SEE PLAN FIN GRADE \� i SEE CIVIL'/ u) z , ` 1 \ 3-#5 CONT d 1 6" W/ #3®12" TYPICAL EXTERIOR LT GAGE D705J SCALE: NTS EXTERIOR LT GAGE STUD POST, SEE SCHED ON SHEATHING, SEE 2/SD707 TIGEN NOTES I HOLD DOWN, SEE I I FASTENER SCHEDULE I I IhL i SEE DETAIL 1 /SD708 I I� EF, SPLAN T/SLAB EL, .,_ . - — — SEE PLAN FIN GRADE_ " z SEE CI \ \ lh .si z \\ ao 41 (4)-#5 EW T&B v3'-0"x3'-0" TYPICAL EXTERIOR THICKENED SLAB SAT LT GAGE POST/SW END POST SD705/ SCALE: NTS VERT REINF IN GROUT FILLED CELL PER PLAN & NOTES CMU WALL, SEE ARCH WWF, SEE PLAN _ — w GRADE, \ w z Q SEE CIVIL w GROUT ALL N a CELLS BELOW o z GRADE, TYP T/FTG EL, 00 .. SEE PLAN 1 DOWELS TO <1 MATCH VERT REINF SEE FTG SCHED ON CMU WALL, BEYOND WWF, SEE PLAN SHEET SD201 FOR 3 CLR SLAB © OPENING FTG SIZE & REINF TYPICAL EXTERIOR CMU FOOTING SCALE: NTS VERT REINF IN CMU WALL, GROUT FILLED SEE ARCH CELL PER PLAN & NOTES WWF, SEE PLAN Liz DOWELS TO cwn MATCH VERT REINF EQ EQ T/FTG EL, GROUT ALL SEE PLAN CELLS BELOW GRADE, TYP " CLR SEE FTG SCHED ON SHEET SD201 FOR FTG SIZE & REINF TYPICAL INTERIOR ��11 CMU FOOTING SCALE: NTS S 1h"COMPRESSIBLE MATERIAL AROUND PIPE OR PROVIDE PIPE SLEEVE, TYP. MAX PIPE T/SLAB EL, T/SLAB EL, SIZE ALLOWED THROUGH FOOTING IS 3". SEE PLAN SEE PLAN A 1 AT EXISTING PIPES WRAP w/ 1 1 V 2" STYROFOAM OR SLICE PVC 1 1 PIPE 2"0 LARGER & PLACE AROUND PIPE (SEAL SLIT w/ �_- DUCT TAPE). NOTE: FOR PIPES RUNNING PARALLEL TO FTGS, CONCRETE FILL IS TO BE PLACED FTG DEPTH & PIPE LOCATION SHALL BE BEFORE FOOTING IS POURED AND COORDINATED SO THAT THE PIPE IS NOT TO BE THE SAME WIDTH AS FTG, WITHIN FTG LOAD DISTRIBUTION INFLUENCE POUR FULL WIDTH OF PIPE TRENCH. LINE AS ILLUSTRATED. TYP PIPE PARALLEL TO FOOTING TYP PIPE PENETRATION AT FOOTING (1) TYPICAL PIPE PENETRATION DETAILS SCALE: NTS SHEATHING, SEE GEN NOTES INTERIOR BEARING, I I LT GAGE STUD WALL, SEE I I SCHEDULE ON 2/SD707 I I I I I I I I; SEE DETAIL 1/ SD708 I I I I WWF, I I SEE PLAN 4 3-#5 CONT \ W/ #3012" CLU Psi ~ 2r-0" TYPICAL INTERIOR LT GAGE ----------- Q4.4. A Ix o< 9" CD z MIN SHEATHING, SEE INTERIOR LT GAGE STUD POST, GEN NOTES I I SEE SCHED ON 2/SD707 I I I I HOLD DOWN, SEE I I SEE DETAIL 1/SD708 FASTENER SCHEDULE I I SEESPLAN T/SLAB EL, L SEE PLAN 41 d _z -- •` 4 1 \ 4-SEWT&B v 3'-0" TYPICAL INTERIOR THICKENED SLAB AT LT e-�8 GAGE POST/SW ENDPOST SD, 705/ SCALE: NTS I I I I SEE FLOOR SLAB, EE PLAN ( I I ( 5 I i l I I SD705 ( I I I FOR INFO . i d .• ^• \; \. \ \, aA \ �- EXTERIOR ARCHITECTURAL ELEMENT, IF APPLICABLE SEE ARCH 1 1-#4TOP WWF, SEE PLAN Q w T SLAB EL, = — SEE PLAN — - FIN GRADE SEE CIVILI ;; z \ 1 w Q (0 z 2-#4 CONT W/ #3 ® 24" TRANSV TYPICAL TURNDOWN 4NON—LOAD BRG LT GAGE) SCALE: NTS ARCHITECTURAL ELEMENT, SEE ARCH �T 'I SEE 7/SD705 ---- FOR THICKENED EDGE INFO Ld Z >--- LLJ v) a. T SLAB EL, SEE PLAN w z- I W I CL 0 ---------------moi WATER WWF, SEE PLA T SLAB EL, SEE PLAN VERT REINF IN GROUT FILLED CELL PER PLAN & NOTES #6010" OC e <: SEE DETAIL VERT CMU WALL, 14/SD705 FOR INFO SEE ARCH:: #4012" OC WWFHORIZ OPTION , SEE PLAN 2'--0" ADD - CORNER BAR o TO MATCH FTG REINF ' I \ T/SLAB EL, — — — — — � 12" CONCRETE WALL a 4' ..6 ' CONT FTG OR TE, ` (FTG SHOWN) 41 SEE PLAN OR SCHED TO \'' ,.. TYPICAL CORNER FOOTING REINF I LPLANAB EL, D705J SCALE: NTS EXTERIOR LT GAGE STUD POST, SEE SCHED ON SHEATHING, SEE 2/SD707 TIGEN NOTES I HOLD DOWN, SEE I I FASTENER SCHEDULE I I IhL i SEE DETAIL 1 /SD708 I I� EF, SPLAN T/SLAB EL, .,_ . - — — SEE PLAN FIN GRADE_ " z SEE CI \ \ lh .si z \\ ao 41 (4)-#5 EW T&B v3'-0"x3'-0" TYPICAL EXTERIOR THICKENED SLAB SAT LT GAGE POST/SW END POST SD705/ SCALE: NTS VERT REINF IN GROUT FILLED CELL PER PLAN & NOTES CMU WALL, SEE ARCH WWF, SEE PLAN _ — w GRADE, \ w z Q SEE CIVIL w GROUT ALL N a CELLS BELOW o z GRADE, TYP T/FTG EL, 00 .. SEE PLAN 1 DOWELS TO <1 MATCH VERT REINF SEE FTG SCHED ON CMU WALL, BEYOND WWF, SEE PLAN SHEET SD201 FOR 3 CLR SLAB © OPENING FTG SIZE & REINF TYPICAL EXTERIOR CMU FOOTING SCALE: NTS VERT REINF IN CMU WALL, GROUT FILLED SEE ARCH CELL PER PLAN & NOTES WWF, SEE PLAN Liz DOWELS TO cwn MATCH VERT REINF EQ EQ T/FTG EL, GROUT ALL SEE PLAN CELLS BELOW GRADE, TYP " CLR SEE FTG SCHED ON SHEET SD201 FOR FTG SIZE & REINF TYPICAL INTERIOR ��11 CMU FOOTING SCALE: NTS S 1h"COMPRESSIBLE MATERIAL AROUND PIPE OR PROVIDE PIPE SLEEVE, TYP. MAX PIPE T/SLAB EL, T/SLAB EL, SIZE ALLOWED THROUGH FOOTING IS 3". SEE PLAN SEE PLAN A 1 AT EXISTING PIPES WRAP w/ 1 1 V 2" STYROFOAM OR SLICE PVC 1 1 PIPE 2"0 LARGER & PLACE AROUND PIPE (SEAL SLIT w/ �_- DUCT TAPE). NOTE: FOR PIPES RUNNING PARALLEL TO FTGS, CONCRETE FILL IS TO BE PLACED FTG DEPTH & PIPE LOCATION SHALL BE BEFORE FOOTING IS POURED AND COORDINATED SO THAT THE PIPE IS NOT TO BE THE SAME WIDTH AS FTG, WITHIN FTG LOAD DISTRIBUTION INFLUENCE POUR FULL WIDTH OF PIPE TRENCH. LINE AS ILLUSTRATED. TYP PIPE PARALLEL TO FOOTING TYP PIPE PENETRATION AT FOOTING (1) TYPICAL PIPE PENETRATION DETAILS SCALE: NTS SHEATHING, SEE GEN NOTES INTERIOR BEARING, I I LT GAGE STUD WALL, SEE I I SCHEDULE ON 2/SD707 I I I I I I I I; SEE DETAIL 1/ SD708 I I I I WWF, I I SEE PLAN 4 3-#5 CONT \ W/ #3012" CLU Psi ~ 2r-0" TYPICAL INTERIOR LT GAGE ----------- Q4.4. A Ix o< 9" CD z MIN SHEATHING, SEE INTERIOR LT GAGE STUD POST, GEN NOTES I I SEE SCHED ON 2/SD707 I I I I HOLD DOWN, SEE I I SEE DETAIL 1/SD708 FASTENER SCHEDULE I I SEESPLAN T/SLAB EL, L SEE PLAN 41 d _z -- •` 4 1 \ 4-SEWT&B v 3'-0" TYPICAL INTERIOR THICKENED SLAB AT LT e-�8 GAGE POST/SW ENDPOST SD, 705/ SCALE: NTS I I I I SEE FLOOR SLAB, EE PLAN ( I I ( 5 I i l I I SD705 ( I I I FOR INFO . i d .• ^• \; \. \ \, aA \ �- EXTERIOR ARCHITECTURAL ELEMENT, IF APPLICABLE SEE ARCH 1 1-#4TOP WWF, SEE PLAN Q w T SLAB EL, = — SEE PLAN — - FIN GRADE SEE CIVILI ;; z \ 1 w Q (0 z 2-#4 CONT W/ #3 ® 24" TRANSV TYPICAL TURNDOWN 4NON—LOAD BRG LT GAGE) SCALE: NTS ARCHITECTURAL ELEMENT, SEE ARCH �T 'I SEE 7/SD705 ---- FOR THICKENED EDGE INFO Ld Z >--- LLJ v) a. T SLAB EL, SEE PLAN w z- I W I CL 0 ---------------moi WATER WWF, SEE PLA T SLAB EL, SEE PLAN VERT REINF IN GROUT FILLED CELL PER PLAN & NOTES #6010" OC e <: SEE DETAIL VERT CMU WALL, 14/SD705 FOR INFO SEE ARCH:: #4012" OC WWFHORIZ OPTION , SEE PLAN • T/SLAB EL, — — — — — � 12" CONCRETE WALL SEE PLANI SFIN EE CRADE IVILDOWELS TO \'' ,.. I LPLANAB EL, • ,: , \\; MATCH VERT o z REINF - — — — — SEE EQ EQ — — T FTG T/FTG EL, SEE PLAN • • - 2-#5 IN ADDITION SEE PLAN . • ! �' .. TO REINF USE NOTE 2 GROUT ALL IN FT'G SCHEDULE CELLS BELOW ,. GRADE, TYP l SEE FTG SCHED ON . • ,: " \ SHEET SD201 FOR 3" CLR \ .: \' ` `"` FTG SIZE & REINF f,: 3" CLR AT SIM: THERE IS NO LT GAGE WALL ABOVE SEE FTG SCHED ON SHEET SD201 FOR FTG SIZE & REINF 12 INTERIOR CMU AT SLAB STEP 13 SECTI ON rc_-b, POND RETAINING WALL SCALE: NTS SCALE: NTS SLAB TRANSITION AT PUB SCALE: NTS "" c' AB REINF W/#4-® 18” 'NTERED IN SLAB 18" EW TYP SLAB EL, SEE PLAN \'SOLER, SEE ARCH & FOOD VENDOR DRAWINGS. • V a� V • r --I —F -j r ft r---4 4-j T 4'> WAUWAVOIA, W jg�11T i 41.4 .4 3 tam`TY�� TES, xa } FAX I I a t a I .ADDENDUM NO. 1' 21 SEP 2018 tetTT,,,,Trrr,errrrr„fjra' ' SLAB STEP AT COOLER°�i� SCALE: NTS M cVEIGH & MANGUM ENGINEERING"INC 9133 R.G. Skinner Parkway Jacksonville, Florida. 32256 Ph: (904)483-5200 Fax: (904)636-6770 CA 6330 email: mail@McVeighMangumxom Eng. of Record: Timothy R. Moore License No.: 80678 Sri' IN ��i • � fAIL EN� �y rC, t�ir,}}tY.tR�ria�Ex t, ti3t4e. THIS DRAWING, M DESIGN CONCEPT AND ITS DETAIL ARE THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL NOT DE COPIED IN ANY FORM OR MANNER WTTHOYT? WRITTEN AYTHORMATION OF ITS DESIONERAREATOR / i \I DRAWN BY ATE 4 SEP 2018 PROJECT 16195 SHEET NO. i FOUNDATION DETAILS SD705 V a� V • r --I —F -j r ft r---4 4-j T 4'> WAUWAVOIA, W jg�11T i 41.4 .4 3 tam`TY�� TES, xa } FAX I I a t a I .ADDENDUM NO. 1' 21 SEP 2018 tetTT,,,,Trrr,errrrr„fjra' ' SLAB STEP AT COOLER°�i� SCALE: NTS M cVEIGH & MANGUM ENGINEERING"INC 9133 R.G. Skinner Parkway Jacksonville, Florida. 32256 Ph: (904)483-5200 Fax: (904)636-6770 CA 6330 email: mail@McVeighMangumxom Eng. of Record: Timothy R. Moore License No.: 80678 Sri' IN ��i • � fAIL EN� �y rC, t�ir,}}tY.tR�ria�Ex t, ti3t4e. THIS DRAWING, M DESIGN CONCEPT AND ITS DETAIL ARE THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL NOT DE COPIED IN ANY FORM OR MANNER WTTHOYT? WRITTEN AYTHORMATION OF ITS DESIONERAREATOR / i \I DRAWN BY ATE 4 SEP 2018 PROJECT 16195 SHEET NO. i FOUNDATION DETAILS SD705 AL ABBREVIATIONS FASTENERS GAGE SCHED SCHEDULE GALVANIZED SECT SECTION GENERAL CONTRACTOR SIM SIMILAR GIRDER TRUSS SOG SLAB ON GRADE C SPA SPACE HEIGHT SPEC SPECIFICATION HORIZONTAL SQ SQUARE HEADED STUD ANCHOR STD STANDARD HEIGHT STIFF STIFFENER SLAB ON GRADE.....................................................................................F'C=3000 STL STEEL INSIDE FACE STIR STRAIGHT INFORMATION STRUCT STRUCTURAL INTERIOR SYM SYMMETRICAL JOINT T&B TOP & BOTTOM JOIST T/ TOP OF (EXCEPT WHERE PERMITTED WHEN USING A DUST EXTRACTION SYSTEM IN ACCORDANCE WITH T/U PANEL TILT—UP PANEL POUND TE THICKENED EDGE LONG THK THICK LONG LEG HORIZONTAL THIRD THREADED LONG LEG VERTICAL TRANSV TRANSVERSE LONG SIDE HORIZONTAL TS THICKENED SLAB LONG SIDE VERTICAL r(P TYPICAL MANUFACTURER UON UNLESS OTHERWISE NOTED MATERIAL PERFORMED BY A CERTIFIED ADHESIVE ANCHOR INSTALLER IN ACCORDANCE WITH AC1318 AND THOUGH SHOWN OTHERWISE ON ARCHITECTURAL, MECHANICAL, OR STRUCTURAL DRAWINGS. MAXIMUM VER VERIFY MECHANICAL VERT VERTICAL MINIMUM DRILLED WITH A ROTARY IMPACT DRILL OR ROCK DRILL INTO CONCRETE THAT HAS CURED AT MISCELLANEOUS W/ WITH OF ANCHOR INSTALLATION. W/0 WITHOUT NOT IN CONTRACT WP WORK POINT NUMBER WS WATERSTOP NEAR SIDE WWF WELDED WIRE FABRIC NOT TO SCALE MANUFACTURER SHALL COORDINATE AND VERIFY ALL TRUSS DIMENSIONS AND DESIGNS WITH MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF "SPECIFICATIONS ON CENTER FOR MASONRY STRUCTURES - ACI 530.1/ASCE 6" (LATEST EDITION), EXCEPT AS MODIFIED BY ROOF FRAMING PLAN AND TRUSS TYPES ARE DIAGRAMMATIC AND ARE INTENDED TO INDICATE DESIGN OUTSIDE DIAMETER CONCEPT ONLY FOR ROOF CONFIGURATION. OUTSIDE FACE ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF AISC "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS" " , AISC CODE OF STANDARD PRACTICE FOR STEEL DESIGN STANDARDS FOR METAL -PLATE -CONNECTED WOOD TRUSS CONSTRUCTION" OUT TO OUT REQUIREMENTS OF THE CONTRACT DOCUMENTS. PROOF OF WELDER CERTIFICATION SHALL BE AVAILABLE OPENING AT THE JOB SITE DURING TIMES OF INSPECTION. _ F TOP CHORD DEAD LOAD CONCRETE TILE R00 0 PS OPPOSITE 10 PSF BOTTOM CHORD ON STRUCTURAL CONNECTIONS "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 GENERAL SYMBOLS PERPENDICULAR PLATE BRACE BOTTOM CHORD AS REQUIRED FOR WIND UPLIFT. BOLTED AND WELDED CONNECTIONS: THE CONTRACTOR SHALL EMPLOY AND PAY AN INDEPENDENT TESTING LABORATORY TO INSURE THAT ALL FASTENERS AND WELDS ARE INSTALLED IN ACCORDANCE COORDINATE TRUSS LOCATIONS/CONFIGURATION WITH PLUMBING WALLS AND HVAC EQUIPMENT SO AS TO PANEL PREFABRICATED FOR PROPER TENSION AND A MINIMUM OF 10% OF ALL FULL PENETRATION WELDS SHALL BE CHECKED PLAN, SECTION OR DETAIL NO. POUNDS PER SQUARE FOOT CONFIGURATION ACCOMMODATES ALL EQUIPMENT, DUCTS, ETC. SHEET NUMBER POUNDS PER SQUARE INCH ADDITIONAL COST TO THE OWNER. TEMPORARY TRUSS BRACING SHALL BE INSTALLED IN ACCORDANCE WITH "RECOMMENDED DESIGN SPECIFICATIONS FOR TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES" (TPI-DSB) GALVANIZING: CONFORM TO ASTM STANDARDS A 123, A 386, AND A 153 AS APPLICABLE WHEREVER QUANTITY N NORTH ARROW ND RADIUS TEMPORARY BOTTOM CHORD AND WEB BRACING SHALL REMAIN PERMANENTLY IN PLACE. THE BOTTOM HANDLING, TRANSPORTING, WELDING, OR BOLTING. MAKE THE REPAIRS BY APPLICATION OF A CHORD BRACING SHALL NOT EXCEED 10' SPACING FOR TRUSSES WHERE NO SHEATHING IS ATTACHED TO GALVANIZING REPAIR PAINT CONFORMING TO ASTM A 780. CLEAN ALL AREAS THAT ARE TO BE ROUND REPAIRED; REMOVE SLAG FROM WELDS. APPLY REPAIR PAINT TO COLD SURFACES. UNDER PIGGYBACK TRUSSES. ALL BRACING SHALL BE NAILED WITH 2-16d NAILS TO TRUSSES. REFERENCE 1 KEYED NOTE TO PLAN REINFORCEMENT) AND COMMENTARY FOR COMPOSITE STEEL FLOOR DECK", SPECIFICATIONS AND COMMENTARY FOR "SDI NAIL MIDDLE OF DIAGONAL TO TRUSS WEB AT HORIZONTAL LATERAL BRACING LOCATION AND THE NON -COMPOSITE FLOOR DECK", AND CODE OF RECOMMENDED STANDARD PRACTICE FOR COMPOSITE BOTTOM END OF DIAGONAL TO BOTTOM OF WEB OF TRUSS AT CEILING. REQUIRE REQUIRED O FOUNDATION TYPE RETAINING DESIGN OF LIGHT GAGE STEEL FRAMING IS BASED ON SECTION PROPERTIES AND STANDARD REVISION FOOTING AND SLAB SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF INFORMATION, ICBO ESR -3064P." ALTERNATE MANUFACTURER'S FRAMING SIZE SHALL MEET THE MINIMUM THE GEOTECHNICAL REPORT FOR THE PROJECT PREPARED BY UNIVERSAL ENGINEERING SCIENCES (DATED SECTION PROPERTIES OF THE MEMBERS INDICATED ON THE DESIGN DRAWINGS. NOVEMBER 10, 2016), AND SHALL BE IN COMPLIANCE WITH APPLICABLE REQUIREMENTS OF GOVERNING A REVISION NUMBER CONFIGURATION, DETAILS AND CONNECTIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR'S LIGHT GAGE FOOTING STEP STEEL SPECIALTY FRAMING ENGINEER. LIGHT GAGE STEEL FRAMING SHOP DRAWINGS COMPLETE WITH 30 3 12o 2 2 3 — L3o 4 20 2 Q 1 2 20 2o IN I 30 OVERHANGS (CANOPIES, ETC) ■ 0 �V DIAGRAMS- DESIGN CRITERIA DESIGN PER 2017 FLORIDA BUILDING CODE, UNLESS OTHERWISE NOTED. LIVE LOADS: ROOFS AND CANOPIES (REDUCIBLE)............................................................... 20 PSF ROOF(MECH).................................................................................................... 50 PSF DEAD LOADS: FASTENERS ROOF................................................................................................................ 35 PSF WIND LOADS: EXPANSION BOLTS SHALL BE HILT] KWIK BOLT 3, SIMPSON STRONG -TIE STRONG-BOLT2, ULTIMATE WIND SPEED: (ASCE 7-10)............................................................. 130 MPH NOMINALWIND SPEED....................................................................................... 101 MPH MEANROOF HEIGHT.......................................................................................... 24 FT RISKCATEGORY.............................................................................................. II WINDEXPOSURE............................................................................................. C ENCLOSURE CLASSIFICATION........................................................................... ENCLOSED INTERNAL PRESSURE COEFFICIENT....................................................................... f 0.55 DIRECTIONALITY FACTOR (Kd)............................................................................. f 0.85 SHAPE FACTORS............................................................................................. PER CODE THIS BUILDING IS LOCATED IN THE WIND BORNE DEBRIS REGION. IMPACT RESISTANT GLAZING IS REQUIRED. ........................................... REINFORCING BARS .............................................. 60 BAR DIAMETERS CONCRETE (DESIGN PER CURRENT EDITION ACI 318) THE INTERNATIONAL BUILDING CODE. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. SLAB ON GRADE.....................................................................................F'C=3000 PSI FOOTINGS.................................................................................................F'C=3000 PSI ALLOTHER CONCRETE............................................................................. F'C=4000 PSI ALL REINFORCING STEEL ASTM A615 GRADE 60. REINFORCING STEEL SHOWN ON THESE DRAWINGS TO BE WELDED SHALL BE ASTM A706 AND WELDING SHALL BE IN ACCORDANCE WITH AWS D1.4. EMBEDMENT DEPTH SHALL BE AT LEAST 12 TIMES THE INSERT DIAMETER, UON. HOLE WELDEDWIRE FABRIC..................................................................................... ASTM A1064 CONCRETE MASONRY (DESIGN PER CURRENT EDITION ACI 530) COMPRESSIVE STRENGTH.......................................................................... F'M= 1900 PSI STRUCTURAL STEEL (DESIGN PER CURRENT EDITION AISC), UNLESS OTHERWISE NOTED (UON) MATERIALS SHALL BE AS FOLLOWS: W—SHAPES................................................................................... ASTM 992, Fy=50 KSI OTHER SHAPES & PLATES.......................................................... ASTM A36, Fy=36 KSI HSS SQUARE & RECTANGULAR SHAPES .................. ASTM A500 GRADE B, Fy=46 KSI HSS ROUND SHAPES ................................................. ASTM A500 GRADE B, Fy=42 KSI STEEL PIPES................................................................ ASTM A53 GRADE B, Fy=35 KSI WELDING ELECTRODES ................................................ AWS A5.1 OR A5.5 SERIES E70 HIGH—STRENGTH BOLTS......................................................................... Y40 ASTM A325 ANCHOR RODS........................................................................... GRADE 36 ASTM F1554 WELDEDSTUDS............................................................................................ ASTM A108 DEFORMEDBARS............................................................................................ ASTM A496 WELDABLEBARS.......................................................................,.................... ASTM A706 PAINT & PROTECTION.............................................................................. SSPC PAINT 25 GROUT - NONMETALLIC, SHRINKAGE—RESISTANT........................................ ASTM C1107 SOIL BEARING (DESIGN MAXIMUM)...................................................................... 2500 PSF MASONRY ALL LOAD BEARING WALLS AND EXTERIOR WALLS SHALL BE COMPOSED OF ASTM C90 HOLLOW CONCRETE MASONRY UNITS WITH ASTM C270, TYPE "S" MORTAR. GROUT SHALL CONFORM TO THE REQUIREMENTS OF ASTM C476 AND HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. ALL EXTERIOR CMU WALLS SHALL BE REINFORCED FULL HEIGHT IN A GROUT FILLED CELL WITH 1—#5 AT- - EACH CORNER, WALL ENDS, WALL INTERSECTIONS — EACH SIDE OF CONTROL JOINTS AND — AT A MAXIMUM SPACING OF 4'-0" OC, LION — SEE DETAIL 1/SD706 FOR TYPICAL REINFORCING AT WALL OPENINGS. — AT BEAM & TRUSS GIRDER BEARING LOCATIONS PROVIDE 3 FULL HEIGHT, FULLY GROUTED CELLS WITH 1—#5 IN EA CELL. LAPPED BARS SHALL BE SECURED WITH WIRE TIES OR OTHER MEANS TO ENSURE THAT THE BAR IS NOT DISPLACED DURING GROUT PLACEMENT OUTSIDE THE TOLERANCES ESTABLISHED BY ACI 530. LAP BARS WITH THE FOLLOWING MINIMUM LENGTH. BAR BARS CTR'D BARS CTR'D BAR SIZE EA FACE 8" CMU 12" CMU #3 16" 16" 16" #4 26" 21" 21" #5 40" 26" 26" #6 54" 43" 40" #7 63" 60" 46" GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS. DO NOT BEGIN PLACEMENT OF GROUT UN11L ALIGNMENT OF CELLS ARE INSPECTED AND APPROVED. FILL ALL CELLS BELOW FINISHED GRADE. PROVIDE HORIZONTAL JOINT REINFORCEMENT IN WALLS AT 16" OC V[=RTICALLY, LION. IN ADDITION, INSTALL JOINT REINFORCING IN THE FIRST TWO MORTAR JOINTS ABOVE & BELOW OPENINGS, EXTENDING AT LEAST 24 INCHES BEYOND THE OPENING. PROVIDE HORIZONTAL JOINT REINFORCEMENT IN PARAPETS AND FREE STANDING WALLS AT 8" OC VERTICALLY. LAP JOINT REINFORCEMENT 6" MINIMUM. HORIZONTAL REINFORCING SHALL CONSIST OF AT LEAST TWO W1.7 WIRES OR GREATER. SEE ARCHITECTURAL DRAWING FOR EXPANSION OR CONTROL JOINTS. IF NOT SHOWN, LOCATE VERTICAL CONTROL JOINTS AT 25'-0" OC MAXIMUM, BUT NOT LESS THAN 2'-0" FROM A JOIST OR BEAM BEARING PLATE. AT BUILDING CORNERS, PROVIDE ONE JOINT IN ONE OF THE TWO WALL SIDES NO MORE THAN 5'-0" FROM THE BUILDING CORNER. ALL PRECAST OR POURED LINTELS SHALL BE REINFORCED WITH TWO #4 TOP & BOTTOM WITH #3 TIES ® 12" AS A MINIMUM AND HAVE A MINIMUM MASONRY END BEARING OF 8". BOND/TIE BEAM REINFORCEMENT SHALL BE CONTINUOUS ACROSS CONTROL JOINTS. 16" U—BLOCK OR BOND BEAM SHALL CONSIST OF TWO 8" KNOCK—OUT BLOCKS. BARS SPECIFIED TO BE EACH FACE SHALL BE HELD IN PLACE WITH SPACERS AND SHALL BE LOCATED 2 3/8" FROM EACH FACE TO THE CENTER OF THE BAR. MASONRY WORK SHALL BE INSPECTED IN ACCORDANCE WITH ACI 530-05 QUALITY ASSURANCE LEVEL B — NONESSENTIAL. GENERAL NOTES FOUNDATIONS IF FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, UNSTABLE, OR UNSUITABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. THE BOTTOM OF ALL FOUNDATIONS SHALL EXTEND A MINIMUM OF 18 INCHES BELOW THE TOP OF FINISH GRADE. PROVIDE A MINIMUM OF TWO #4 BARS IN TOP OF CONTINUOUS WALT_ FOOTINGS AT DOOR AND OTHER OPENINGS, 4'-0" LONGER THAN THE OPENING. CONCRETE FASTENERS UNLESS OTHERWISE NOTED (LION) ON THE DRAWINGS, MINIMUM COVER FOR REINFORCING SHALL WRITTEN AWHORIZATION OF ITS DESIONERAREATO BE AS FOLLOWS: EXPANSION BOLTS SHALL BE HILT] KWIK BOLT 3, SIMPSON STRONG -TIE STRONG-BOLT2, FOOTINGS POWERS POWER -STUD+ SD1 OR APPROVED EQUAL, LION. EMBEDMENT DEPTH INTO CONCRETE .......................................................................................................................3" COLUMNS AND PEDESTALS (OVER VERTICAL REINF) .................................................. 2" OR SOLID GROUTED MASONRY SHALL BE AT LEAST 7 TIMES THE BOLT DIAMETER, UON. CLEAN SLABS AND WALLS (EXPOSED TO EARTH, LIQUID OR WEATHER) .............................. 2" HOLE AND INSTALL IN STRICT ACCORDANCE WITH MANUFACTURERS PRINTED INSTALLATION WEATHER)...................... SLABS AND WALLS (NOT EXPOSED TO EARTH, LIQUID OR WEATHER)y" INSTRUCTIONS. SLABS ON GRADE...................................................................................... 2" FROM TOP SCREW ANCHORS SHALL BE HIL11 KWIK HUS -EZ, SIMPSON STRONG -TIE TITEN HD, POWERS ALL REINFORCING SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES WEDGE -BOLT OR APPROVED EQUAL, LION. EMBEDMENT IN CONCRETE OR SOLID GROUTED MASONRY SHALL BE AT LEAST 9 TIMES THE BOLT DIAMETER, LION. CLEAN HOLE AND INSTALL IN CONFORMANCE WITH CRSI MANUAL OF STANDARD PRACTICE AND ACI 315 DURING IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. THE PLACING OF THE CONCRETE. i:� UNLESS OTHERWISE NOTED, SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS FOLLOWS: POWER ACTUATED FASTENERS (PAF) SHALL BE 0.157" DIAMETER HILT] X -U, SIMPSON WELDED WIRE FABRIC WIRE SPACING PLUS 6" STRONG -TIE PDPA, POWERS CSI PIN OR EQUAL, UON. EMBED MIN 1-1/4" INTO CONCRETE AND ........................................... REINFORCING BARS .............................................. 60 BAR DIAMETERS CMU, UON. DO NOT PLACE WITHIN 1" OF CMU MORTAR JOINT. PAF SHALL COMPLETELY THE INTERNATIONAL BUILDING CODE. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. PENETRATE STRUCTURAL STEEL. ALL HOOKS IN REINFORCING BARS SHALL BE AN ACI STANDARD HOOK, UNLESS OTHERWISE NOTED. ADHESIVE ANCHORING (EPDXY) PLUMBING EQUIPMENT SHALL BE VERIFIED WITH EQUIPMENT PURCHASED BEFORE • ADHESIVE ANCHORING FOR CONCRETE SHALL BE HILT] RE -500 V3 CARTRIDGE DOWELS FROM FOUNDATIONS OR SLABS TO WALLS SHALL MATCH WALL REINFORCING, UNLESS SYSTEM, SIMPSON STRONG -TIE SET -3G, POWERS PURE 110+ OR APPROVED EQUAL, UON. OTHERWISE NOTED. DOWELS SHALL BE PLACED BEFORE CONCRETE IS POURED. THEY SHALL EMBEDMENT DEPTH SHALL BE AT LEAST 12 TIMES THE INSERT DIAMETER, UON. HOLE NOT BE PUSHED INTO THE CONCRETE. DIAMETER SHALL BE NO GREATER THAN RECOMMENDED BY MANUFACTURER. THE HOLE SHALL FABRICATION AND CONSTRUCTION. BE CLEANED PER MANUFACTURER'S RECOMMENDATIONS BY BRUSHING OUT WITH WIRE BOTTLE PROVIDE 3/4" CHAMFER AT ALL EXPOSED CORNERS OF BEAMS, WALL, ETC. BRUSH AND BLOWN OUT WITH AIR USING A COMPRESSOR WITH A FUNCTIONAL OIL TRAP THE SEAL OF AN ENGINEER REGISTERED IN THE STATE OF THE PROJECT. (EXCEPT WHERE PERMITTED WHEN USING A DUST EXTRACTION SYSTEM IN ACCORDANCE WITH STEEL MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS). ALL BOLTS SHALL BE SNUG TIGHT (AS DEFINED BY AISC) UON. • ADHESIVE ANCHORING FOR MASONRY SHALL BE HILT] HIT-HY 70 CARTRIDGE SYSTEM, SET -XP SHOP DRAWING SUBMITTALS ARE ONLY REVIEWED FOR GENERAL CONFORMANCE WITH THE POWERS AC100+ OR APPROVED EQUAL, UON. EMBEDMENT DEPTH INTO SOLID GROUTED UNLESS OTHERWISE NOTED, BEAM -TO -BEAM AND BEAM -TO -COLUMN CONNECTIONS SHALL BE AS MASONRY SHALL BE AT LEAST 9 TIMES THE INSERT DIAMETER, LION. HOLE DIAMETER SHALL SHOWN IN DETAIL 5/SD706 BE NO GREATER THAN RECOMMENDED BY MANUFACTURER. HOLES SHALL NOT BE PLACED ARCHITECT. SUBMITTALS WHICH DO NOT CONTAIN THE CONTRACTOR'S SHOP DRAWING WITHIN 1" OF A VERTICAL MORTAR JOINT. CLEAN HOLE IN ACCORDANCE WITH BEAM REACTIONS AND CONNECTIONS THAT FALL OUTSIDE OF THE LIMITS OF THE DETAILS MANUFACTURER'S PRINTED INSTRUCTIONS. NOTED ABOVE SHALL BE DESIGNED BY THE SPECIALTY ENGINEER LICENSED IN THE STATE AND SHALL BE SUBMITTED AS SIGNED AND SEALED SHOP DRAWINGS AND • GENERAL - ANCHORS SHALL MEET THE REQUIREMENTS OF ACI 355.4. INSTALLATION SHALL OF THE PROJECT CALCULATIONS FOR APPROVAL. BE IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS AND PERFORMED SHOP DRAWINGS MUST BE SUBMITTED FOR ENGINEER'S REVIEW OF THE FOLLOWING ITEMS: BY AN INSTALLER TRAINED BY THE MANUFACTURER. INSTALLATION OF ADHESIVE ANCHORS (S/S = SIGNED & SEALED SHOP DRAWING WITH CALCS, SD = SHOP DRAWING FOR REVIEW HORIZONTALLY OR UPWARDLY WHICH SUPPORT SUSTAINED TENSION LOADS SHALL BE MINIMUM SIZE OF ALL FILLET WELDS SHALL CONFORM TO SECTION J2 AISC SPECIFICATIONS EVEN PERFORMED BY A CERTIFIED ADHESIVE ANCHOR INSTALLER IN ACCORDANCE WITH AC1318 AND THOUGH SHOWN OTHERWISE ON ARCHITECTURAL, MECHANICAL, OR STRUCTURAL DRAWINGS. CONTINUOUSLY INSPECTED PER AC1318. PROOF OF CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. 2-12 • CAPACITIES - LION, DESIGN BOND STRENGTH OF ANCHORS HAVE BEEN BASED ON CRACKED :t6 2-12 CONCRETE, ACI 355.4 TEMPERATURE CATEGORY B, AND INSTALLATIONS INTO DRY HOLES DRILLED WITH A ROTARY IMPACT DRILL OR ROCK DRILL INTO CONCRETE THAT HAS CURED AT ALL WELDS ALONG THE LENGTH OF MEMBERS INDICATED ON ARCHITECTURAL OR STRUCTURAL LEAST 21 DAYS AND HAS A CONCRETE TEMPERATURE OF AT LEAST 50 DEGREES F AT TIME DRAWINGS, BUT NOT SIZED, SHALL BE A MINIMUM OF: OF ANCHOR INSTALLATION. SPECIFICATIONS WOOD TRUSSES CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (LATEST EDITION). EXCEPT AS MODIFIED BY THE TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS INDICATING ACTUAL TRUSS LAYOUT, DESIGN, REQUIREMENTS OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL EMPLOY AND PAY AN WIND UPLIFT AT BEARING LOCATIONS, NUMBER AND TYPES OF TRUSSES, ETC. SHOP DRAWINGS AND INDEPENDENT TESTING LABORATORY TO PERFORM CONCRETE TESTING. CALCULATIONS SHALL BE SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER. TRUSS MANUFACTURER SHALL COORDINATE AND VERIFY ALL TRUSS DIMENSIONS AND DESIGNS WITH MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF "SPECIFICATIONS ARCHITECT'S DRAWINGS. FOR MASONRY STRUCTURES - ACI 530.1/ASCE 6" (LATEST EDITION), EXCEPT AS MODIFIED BY ROOF FRAMING PLAN AND TRUSS TYPES ARE DIAGRAMMATIC AND ARE INTENDED TO INDICATE DESIGN REQUIREMENTS OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL EMPLOY AND PAY AN INDEPENDENT TESTING LABORATORY TO PERFORM MASONRY TESTING. CONCEPT ONLY FOR ROOF CONFIGURATION. TRUSSES SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH ANSI/TP11 "NATIONAL ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF AISC "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS" " , AISC CODE OF STANDARD PRACTICE FOR STEEL DESIGN STANDARDS FOR METAL -PLATE -CONNECTED WOOD TRUSS CONSTRUCTION" BUILDINGS AND BRIDGES", AND AWS D1.1 STRUCTURAL WELDING CODE", EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. PROOF OF WELDER CERTIFICATION SHALL BE AVAILABLE ROOF TRUSS DESIGN CRITERIA LIVE LOAD ......................................... . SEE DESIGN CRITERIA THIS SHEET AT THE JOB SITE DURING TIMES OF INSPECTION. _ F TOP CHORD DEAD LOAD CONCRETE TILE R00 0 PS BOLTED CONNECTIONS SHALL BE ASSEMBLED AND INSPECTED IN ACCORDANCE WITH RESEARCH COUNCIL 10 PSF BOTTOM CHORD ON STRUCTURAL CONNECTIONS "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 MIN DEAD LOAD (FOR UPLIFT) -CONCRETE TILE ROOF .... 15 PSF BOLTS". WINDUPLIFT.......................................................................... PER CODE BRACE BOTTOM CHORD AS REQUIRED FOR WIND UPLIFT. BOLTED AND WELDED CONNECTIONS: THE CONTRACTOR SHALL EMPLOY AND PAY AN INDEPENDENT TESTING LABORATORY TO INSURE THAT ALL FASTENERS AND WELDS ARE INSTALLED IN ACCORDANCE COORDINATE TRUSS LOCATIONS/CONFIGURATION WITH PLUMBING WALLS AND HVAC EQUIPMENT SO AS TO WITH THE SPECIFICATIONS. A VISUAL INSPECTION SHALL BE MADE OF ALL WELDED AND BOLTED CONNECTIONS. IN ADDITION, A MINIMUM OF 10% OF ALL HIGH STRENGTH BOLTS SHALL BE CHECKED AVOID CONFLICTS. SEE MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF EQUIPMENT, DUCTS, STACKS, FOR PROPER TENSION AND A MINIMUM OF 10% OF ALL FULL PENETRATION WELDS SHALL BE CHECKED PIPES, ETC. GENERAL CONTRACTOR SHALL ENSURE TRUSS BY ULTRASONIC TESTING. ADDITIONAL BOLTS AND WELDS MAY BE TESTED AT THE OPTION OF THE CONFIGURATION ACCOMMODATES ALL EQUIPMENT, DUCTS, ETC. TESTING LAB REPRESENTATIVE. DEFECTIVE BOLTS OR WELDS SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL COST TO THE OWNER. TEMPORARY TRUSS BRACING SHALL BE INSTALLED IN ACCORDANCE WITH "RECOMMENDED DESIGN SPECIFICATIONS FOR TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES" (TPI-DSB) GALVANIZING: CONFORM TO ASTM STANDARDS A 123, A 386, AND A 153 AS APPLICABLE WHEREVER AND "COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING METAL PLATE SURFACES ARE INDICATED OR SPECIFIED TO BE GALVANIZED. GALVANIZE AFTER FABRICATION UNLESS CONNECTED WOOD TRUSSES" (TPI -HIB). INSTALL ALL WEB BRACING REQUIRED BY THE TRUSS DESIGNER. OTHERWISE INDICATED OR SPECIFIED. REPAIR ALL GALVANIZED COATINGS THAT BECOME DAMAGED IN TEMPORARY BOTTOM CHORD AND WEB BRACING SHALL REMAIN PERMANENTLY IN PLACE. THE BOTTOM HANDLING, TRANSPORTING, WELDING, OR BOLTING. MAKE THE REPAIRS BY APPLICATION OF A CHORD BRACING SHALL NOT EXCEED 10' SPACING FOR TRUSSES WHERE NO SHEATHING IS ATTACHED TO GALVANIZING REPAIR PAINT CONFORMING TO ASTM A 780. CLEAN ALL AREAS THAT ARE TO BE THE TRUSS BOTTOM CHORD OR WITH TRUSS BOTTOM FILLER. PROVIDE 2x4 LATERAL BRACING ® 36" REPAIRED; REMOVE SLAG FROM WELDS. APPLY REPAIR PAINT TO COLD SURFACES. UNDER PIGGYBACK TRUSSES. ALL BRACING SHALL BE NAILED WITH 2-16d NAILS TO TRUSSES. METAL DECK WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE STEEL AT TRUSSES REQUIRING HORIZONTAL WEB BRACING, PROVIDE 2x4 DIAGONAL BRACE (APPROX 45 DECK INSTITUTE (SDI) SPECIFICATIONS AND COMMENTARY FOR STEEL ROOF DECK", "SDI SPECIFICATIONS "SDI DEGREES) 0 20' MAXIMUM SPACING. NAIL THE TOP END OF DIAGONAL TO WEB OF TRUSS AT ROOF, AND COMMENTARY FOR COMPOSITE STEEL FLOOR DECK", SPECIFICATIONS AND COMMENTARY FOR "SDI NAIL MIDDLE OF DIAGONAL TO TRUSS WEB AT HORIZONTAL LATERAL BRACING LOCATION AND THE NON -COMPOSITE FLOOR DECK", AND CODE OF RECOMMENDED STANDARD PRACTICE FOR COMPOSITE BOTTOM END OF DIAGONAL TO BOTTOM OF WEB OF TRUSS AT CEILING. DECK, FORM DECK AND ROOF DECK CONSTRUCTION". LIGHT GAGE STEEL FRAMING ALL LIGHT GAGE STEEL WORK SHALL CONFORM TO AISI "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS" (LATEST EDITION). DESIGN OF LIGHT GAGE STEEL FRAMING IS BASED ON SECTION PROPERTIES AND STANDARD NOMENCLATURE AS DEFINED IN "STEEL STUD MANUFACTURERS ASSOCIATION (SSMA)-PRODUCT TECHNICAL FOOTING AND SLAB SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF INFORMATION, ICBO ESR -3064P." ALTERNATE MANUFACTURER'S FRAMING SIZE SHALL MEET THE MINIMUM THE GEOTECHNICAL REPORT FOR THE PROJECT PREPARED BY UNIVERSAL ENGINEERING SCIENCES (DATED SECTION PROPERTIES OF THE MEMBERS INDICATED ON THE DESIGN DRAWINGS. NOVEMBER 10, 2016), AND SHALL BE IN COMPLIANCE WITH APPLICABLE REQUIREMENTS OF GOVERNING THE LIGHT GAGE STEEL FRAMING SHOWN ON THE DRAWINGS IS DIAGRAMMATIC ONLY. MEMBER SIZE, AUTHORITIES HAVING JURISDICTION. CONFIGURATION, DETAILS AND CONNECTIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR'S LIGHT GAGE A GEOTECHNICAL TESTING AND INSPECTION FIRM SHALL BE EMPLOYED TO PERFORM A SOIL SURVEY FOR STEEL SPECIALTY FRAMING ENGINEER. LIGHT GAGE STEEL FRAMING SHOP DRAWINGS COMPLETE WITH SATISFACTORY SOIL MATERIALS, SAMPLING AND TESTING FOR QUALITY CONTROL AS PER THE CALCULATIONS, ARE TO BE SIGNED AND SEALED BY THE LIGHT GAGE STEEL SPECIALTY FRAMING RECOMMENDATIONS OF THE GEOTECHNICAL REPORT FOR THIS PROJECT. ALL EARTHWORK OPERATIONS ENGINEER AND SUBMITTED FOR REVIEW AND APPROVAL. ALL SUBMITTED LIGHT GAGE STEEL FRAMING SHALL BE PERFORMED TO THE SATISFACTION OF THE GEOTECHNICAL TESTING FIRM. SHOP DRAWINGS, WHICH ARE NOT SIGNED AND SEALED AND/OR REVIEWED BY THE GENERAL CONTRACTOR, SHALL BE REJECTED AND RETURNED TO THE GENERAL CONTRACTOR FOR RE -SUBMISSION. LIGHT GAGE STUD SHEAR AND BEARING WALLS HAVE BEEN DESIGNED BY THE EOR AND ARE DESIGNATED ON PLAN. ALTERNATE DETAILS SIGNED AND SEALED BY A DELEGATED LIGHT GAGE ENGINEER MAY BE SUBMITTED FOR REVIEW AND APPROVAL BY THE EOR. ALL LIGHT GAGE STEEL FRAMING SHALL BE DESIGNED IN ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS. ALL FRAMING MEMBERS SHALL BE FORMED FROM STEEL WITH A MINIMUM YIELD STRENGTH OF 33 KSI FOR 33 AND 43 MILL AND 50KSI FOR 54, 68, AND 97 MILL MATERIAL. ALL FRAMING SHALL BE GALVANIZED, ASTM924 COATING (MIN). SEE SCHED 2/SD707 FOR LOAD-BEARING STUDS MIN SIZES (INTERIOR AND EXTERIOR) ALL CONNECTIONS SHALL BE SCREWED OR WELDED. USE MINIMUM OF 4-#10 SCREWS AT EACH CONNECTION. POWER DRIVEN FASTENERS (PDF) SHALL COMPLETELY PENETRATE THE STRUCTURAL STEEL. ALL CONNECTIONS NOT SHOWN HEREIN, OR ANY DESIRED SUBSTITUTIONS SHALL BE ENGINEERED, DETAILED, SUBMITTED, AND SIGNED AND SEALED BY A REGISTERED ENGINEER IN THE STATE OF THE PROJECT. ALL WELDS SHALL BE TOUCHED UP WITH A ZINC -RICH PAINT. WALLS COMPOSED OF LIGHT GAGE STEEL STUDS SHALL HAVE LATERAL BRACING INSTALLED AT A MAXIMUM SPACING OF 48". SEE 7/SD708 FOR HORIZONTAL WALL BRIDGING INFORMATION WALL SHEATHING SHALL BE 7/16" MINIMUM APA RATED SHEATHING, EXPOSURE 1 WITH 24/16 SUPPLEMENTARY NOTES RE COPIED IN ANY FORM OR MANNER WrtF+Ou PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER MEANS TO AVOID WRITTEN AWHORIZATION OF ITS DESIONERAREATO EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. THE STRUCTURE SHOULD NOT BE CONSIDERED STABLE UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. MCVEIGH & MANGUM ENGINEERING, INC OR ANY OF ITS EMPLOYEES SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, bC PROCEDURES OR SEQUENCES FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. i:� VISUAL OBSERVATIONS OF THE STRUCTURAL SYSTEM BY MCVEIGH & MANGUM • ENGINEERING FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS Vm10 DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY THE INTERNATIONAL BUILDING CODE. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. NOT SHOWN ON THE STRUCTURAL DRAWINGS. ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT SHALL BE VERIFIED WITH EQUIPMENT PURCHASED BEFORE PROCEEDING WITH STRUCTURAL WORK AFFECTED. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS OF EXISTING /y STRUCTURE AND SITES THAT ARE AFFECTED BY NEW WORK BEFORE PROCEEDING WITH FABRICATION AND CONSTRUCTION. ^ , ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF AN ENGINEER REGISTERED IN THE STATE OF THE PROJECT. SHOP DRAWINGS AND SUBMITTALS SHOP DRAWING SUBMITTALS ARE ONLY REVIEWED FOR GENERAL CONFORMANCE WITH THE INFORMATION SHOWN ON THE CONSTRUCTION DOCUMENTS. THE GENERAL CONTRACTOR MUST REVIEW AND APPROVE THE SHOP DRAWINGS PRIOR TO THEIR SUBMITTAL TO THE ARCHITECT. SUBMITTALS WHICH DO NOT CONTAIN THE CONTRACTOR'S SHOP DRAWING STAMP SHALL BE RETURNED WITHOUT REVIEW. ANY REQUESTED CHANGES TO THE CONTRACT DOCUMENTS SHALL BE COMMUNICATED IN WRITING PRIOR TO SUBMITTING THE SHOP DRAWINGS AND CLOUDED ON THE SHOP DRAWINGS. SHOP DRAWINGS MUST BE SUBMITTED FOR ENGINEER'S REVIEW OF THE FOLLOWING ITEMS: (S/S = SIGNED & SEALED SHOP DRAWING WITH CALCS, SD = SHOP DRAWING FOR REVIEW ONLY) 1 • CONCRETE REINFORCING LAYOUT S/S ❑ SD ■ • CONCRETE CONSTRUCTION JOINT LAYOUT S/S ❑ SD ■ • MASONRY REINFORCEMENT LAYOUT S/S ❑ SD ■ • CONCRETE MIX DESIGNS S/S ❑ SD ■ • WOOD TRUSS SYSTEMS S/S ■ SD ❑� • WOOD STUD SYSTEMS S/S ❑ SD ■ El • STRUCTURAL STEEL S�S El SD ■ e� • STEEL CONNECTIONS S S SD ■ a • MISC STEEL FABRICATIONS S/S El SD ■\ • LIGHT GAGE METAL STUD SYSTEMS S/S ■ SD ❑ COMPLETE SHOP DRAWINGS FOR CONSTRUCTION OF EACH BUILDING COMPONENT NOT o �� DESIGNED BY THE DESIGN TEAM OF RECORD AND NOT SPECIFIED ON THE PROJECT CONSTRUCTION DOCUMENTS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT AND SHALL BE AVAILABLE AT THE JOB SITE DURING TIMES OF INSPECTION.IN SOME STRUCTURAL SYSTEMS ARE DEFINED AS VENDOR—DESIGNED COMPONENTS PER THE 1111 ��a �� STRUCTURAL DOCUMENTS. THESE ELEMENTS OF THE DESIGN ARE DEFERRED SUBMITTAL b� \��m �IS � COMPONENTS AND HAVE NOT BEEN PERMITTED UNDER THE BASE BUILDING APPLICATION. 1? VENDOR -DESIGNED COMPONENT SHOP DRAWINGS SHALL BE APPROVED BY THE 111\41-10 muralm. �a COMPONENT DESIGNER ENGINEER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF�� RECORD FOR LOADS IMPOSED ON THE BASE STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT 1 4 1 3 W N RN W 0 0 D e SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. SHOP WAYWAI A_ W� V-11 DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. THE CONTRACTOR SHALL SUBMIT THE STAMPED COMPONENT SYSTEM T ` DOCUMENTS TO THE BUILDING OFFICIAL FOR APPROVAL. FAX3 W VV W A 0 SRRHh' s ADDENDUM NO. 1 21 SEP 2018 M cVEIGH & MANGUM ENGINEERING•INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904)483-5200 Fax: (904)636-6770 CA 6330 email: mail@McVeighMangum.com Eng. of Record: Timothy R. Moore License No.: 80678 ig 0. 80678 ST OF - :,G�, ••�•.� WAP,.••' �,� ��• 'tr,aaruaauuueeer, THE/ DRAWINO, ITS DEMON CONCEPr AND IES DETAIL Al THE SOLE PROPERTY OF AO ARCHITECWRE, INC, AND THAI SPAN RATING. SHEATHING MAY BE ORIENTED VERTICALLY OR HORIZONTALLY FOR FLEXIBLE WALL FINISHES. SHEATHING MUST BE ORIENTED HORIZONTALLY FOR BRITTLE WALL FINISHES (STUCCO) GENERAL NOTES UNLESS STRUCTURAL 1 RATED SHEATHING OR 15/32" 5—PLY/5—LAYER PLYWOOD DINING OR 15/32" OSB IS USED. SD704 DINING HALL RE COPIED IN ANY FORM OR MANNER WrtF+Ou OAANOT WRITTEN AWHORIZATION OF ITS DESIONERAREATO _ DRAWN BY VO DATE X04 SEP 2018 PROJECT 16195 OHEET NO. SPAN RATING. SHEATHING MAY BE ORIENTED VERTICALLY OR HORIZONTALLY FOR FLEXIBLE WALL FINISHES. SHEATHING MUST BE ORIENTED HORIZONTALLY FOR BRITTLE WALL FINISHES (STUCCO) GENERAL NOTES UNLESS STRUCTURAL 1 RATED SHEATHING OR 15/32" 5—PLY/5—LAYER PLYWOOD DINING OR 15/32" OSB IS USED. SD704 DINING HALL TRUSS GI HOLDDOWN, SEE FASTENER SCHEDULE NOTE: GIRDER HOLDDOWNS SHALL BE FROM COL TO COL AT EACH FLOOR AND FROM STUD INTO SLAB ON GRADE SO AS TO PROVIDE A CONTINUOUS PATH FOR WIND LOADS FROM THE GIRDER TO THE FOUNDATION. FOR SLOPED END TRUSSES: BEND AND WRAP AROUND SLOPED END OF TRUSS. PROVIDE BUILT—UP METAL STUD COLUMN AT ALL GIRDER TRUSS BEARING LOCATIONS, SEE DETAIL 2/SD708 6 TYPICAL 2" MIN STEEL STUD EDGE DIST ATTACH STUD TO RUNNER TRACK 2-6" 12ga 1 WITH #10 SCREWS THROUGH EACH (HS13'-0") FLANGE AS SHOWN I I I I RUNNER TRACK TO MATCH SIZE I I AND THICKNESS OF STUD (T&B) I I POWDER ACTUATED FASTENER, e SEE FASTENER SCHEDULE ON ° 1 /SD707 FOR SIZE & SPACING ° ° .. ° CONCRETE d .o SLAB EXTERIOR STUD t TO TRACK CTR'D AT EACH POINT L STUD STEEL STUD ! I I RUNNER TRACK TO MATCH SIZE I j AND THICKNESS OF STUD (T&B) I I CONCRETE I I SLAB d d •Q , POWDER ACTUATED FASTENER, aa' a ° • d d SEE FASTENER SCHEDULE ON a a 1 /SD707 FOR SIZE & SPACING INTERIOR STUD TO TRACK i 1 TYPICAL STUD TO TRACK �7O SCALE: NTS { SEE DETAIL 10/SD708 TRUSS GI HOLDDOWN, SEE FASTENER SCHEDULE NOTE: GIRDER HOLDDOWNS SHALL BE FROM COL TO COL AT EACH FLOOR AND FROM STUD INTO SLAB ON GRADE SO AS TO PROVIDE A CONTINUOUS PATH FOR WIND LOADS FROM THE GIRDER TO THE FOUNDATION. FOR SLOPED END TRUSSES: BEND AND WRAP AROUND SLOPED END OF TRUSS. PROVIDE BUILT—UP METAL STUD COLUMN AT ALL GIRDER TRUSS BEARING LOCATIONS, SEE DETAIL 2/SD708 6 TYPICAL GIRDER H0LDD0WN SD708 SCALE: NTS REACTION (Ibs.) 2-6" 12ga 28000#* (HS13'-0") 2-6" 12ga 2" 4" Y4" EXP JOINT MAT'L ADD 2—#4x3'-0" LG CTR'D AT EACH POINT OF DIAMOND W/O AN _ INTERSECTING CCJ OR CJ JOINT, SEE PLAN I HSS COLUMN, SEE PLAN BASE PL & ANCHOR ROD, SEE DETAIL 10/SD708 Y WWF, I I Z z Z SEE PLAN —\ I w Q U) I I I 1 I T SLAB EL Z00 SEE PLAN Z I I a a T FTG EL SEE PLAN ° e .. TOP REINF IF REQ'D, • SEE SCHED .. °, °a 2"MIN °'• ' °FaYP .. a A C 77 FTG SIZE & REINF, 3" CLR, SEE PLAN o TYP m o CL COL & FTG LA TYPICAL TUBE COLUMN FOOTING SD708J SCALE: NTS TF COLUMN SCHEDULE STUD SIZE MAXIMUM & GAUGE REACTION (Ibs.) 2-6" 12ga 28000#* (HS13'-0") 2-6" 12ga 10000# (HS18'-0") DOTE: NOTIFY ENGINEER IN BITING IF TRUSS GIRDER ACTION EXCEEDS MAXIMUM kLUE SHOWN. :H AT BOTH FLANGES NOTES: 1) FASTEN BUILT—UP MEMBERS ® 8" OC VERTICALLY. 2) HOLD DOWN NOT SHOWN FOR CLARITY. HOLD DOWN COLUMNS w/ S/HDU9 BY SIMPSON 3) MIN (2) STUDS SCALE: NTS \-2h"-20 GAUGE CONT j BRIDGING W10) #12-14 SCREW ® EA FLANGE PER STUD. SPACE VERTICALLY ® 4'-0" OC MAX NOTE: ALL BRIDGING MUST TERMINATE AT A STUD GROUP OF 2 STUDS MIN OR WITH SOLID BLOCKING PER OPTION "B". OPTION A HORIZONTAL WALL BRID SCALE: NTS N 12” 1 �i4 ..� Tiq. tw vl�nur_ r1,.Fv ASTM F1554 ANCHOR RODS w/9" EMBEDMENT TYPICAL HSS COL BASE PLATE DETAIL SCALE: NTS STUDS, SEE SCHEDULE x ON, 0 CONT TRACK, SEE GENERAL NOTES BUD GROUP OPTION B GING OPTIONS x 14" SCALE: NTS BEND WEB UP & ATTACH W/(2) #12-14 SCREWS OR ATTACH WITH CLIP ANGLE lh"x 1h"x16GA W/(2) #12-14 SCREWS 2h"-20GA CONT BRIDGING W/(1) #12-14 SCREW EA FLANGE PER STUD (LOCKING =R FLANGE PLATE 2"x12GAx(GR0UP WIDTH—h") CSD 2'-0" OC MAX W/1—#10 TEK SCREW PER STUD (TYP NS & FS) PAF, SEE 1 /SC705 HOLDOWN, SEE 7/SD707 ATTACHMENT COLD ROLLED CHANNEL (CRC) HORIZONTAL BRIDGING 4'-0" OC MAX, 1h"FOR STUDS LESS THAN 4" AND 2Y2" FOR STUDS GREATER THAN 4" 4 1 ki"x1 X"x16GAx0'-4" BRIDGING CLIP W/(2) #12-14 SCREWS PER LEG OPTION C AT THREE STUD CORNER SCALE: NTS WEB STIFFENER TYP A T LT GAGE BEAM BEARI PROVIDE WEB STIFFEI EA SIDE OF BE TRACK STUD, SEE SCI TRACK 9" PIECE OF STUD INSIDE TRACK ROW 4—#10 SCREWS MIN EA SIDE OF SPLICE (TYP) TOP & BOT • TRACK SPLICE SPLICE BOTTOM 4 —0 MINIMUM LAP PLATE OVER STUD SPLICE W 2GA CLIP #10 S EA LEG FAL) GE MEMBER (ONLY ONE :R SHOWN FOR CLARITY) SCALE: NTS 1 I I I I I CL COL & PL I I 400 1/4 I I I 2 TYP CL COL & PL PL 1V W/ 4-1"0 GRADE A36 ASTM F1554 ANCHOR RODS W/12" EMBEDMENT NOTE: 'MI" I BASEPLATE EE FTG SCHEDULE. ISS, 2 "S" STEPS TO BE MADE MIN IN BRICK OR BLOCK COURSING FOR MASONRY WALLS s F— 40s� TOP REINF IF REQ'D n TYPICAL STEP IN WALL FOOTING SCALE: NTS 2-16d AT 4" OC (24-16D MINIMUM EACH SIDE (� OF EACH SPLICE) TYPICAL LT GAGE STUDS TYPICAL TOP PLATE SPLICE V T TYPICAL SPLICE cu", SCALE: NTS M cVEIGH & MANGUM ENGINEERING•INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904) 483-5200 Fax: (904) 636-6770 CA 6330 email: Tnail@McVeighMangam.com Eng. of Record: Timothy R. Moore License No.: 80678 �i 4 I N I �R 001 S u M- m d�lNe�� 01 111 11 f 3APA U%109-:2 O AVE, WAUWAT09A, W€ 931T2 I i T , 1:aA0Y FAX I o B s ADDENDUM NO. 1 21 SEP 2018 1tt1„11111 F,,,FF,,,, i 0.80678 "T T OF _ fiAL THII DRAWINO, ITS DEMON CONCEPT AND ITR DETAIL ARE i ® THE IDLE PROPERTY OF AS ARCHITECNRE, INC. AND SHALL NOT RE COPIED IN ANY FORM OR MANNER WITHOUT; WRITTEN AUTHORIZATION OF ITS DESIONERAREATOR PRAWN BY OtDATE 04 SEP 2018 PROJECT 16195 SHEET NO. DETAILS SD708 ELECTRICAL GENERAL SPECS 1. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE APPLICABLE EDITION OF THE NATIONAL ELECTRICAL CODE AND ALL LOCAL AND STATE CODES. (SEE REFERENCED CODE BLOCK THIS SHEET) 2. ALL MATERIALS SHALL BE NEW AND SHALL CONFORM TO THE STANDARDS OF THE UNDERWRITER'S LABORATORIES, INC., AND THE NATIONAL MANUFACTURERS ASSOCIATION. 3. ALL ELECTRICAL PERMITS AND INSPECTION FEES SHALL BE OBTAINED AND PAID FOR BY THE ELECTRICAL CONTRACTOR. 4. DRAWINGS ARE DIAGRAMMATICAL ONLY AND INDICATE ONLY THE GENERAL ARRANGEMENT. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR EXACT DIMENSIONS. 5. ELECTRICAL CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR ONE YEAR EFFECTIVE THE DAY THE PROJECT IS ACCEPTED BY THE OWNER. 6. ELECTRICAL CONTRACTOR SHALL MAKE ALL ELECTRICAL POWER CONNECTIONS TO HVAC, PLUMBING, AND OTHER EQUIPMENT AS REQUIRED. 7. A COMPLETE GROUNDING SYSTEM SHALL BE PROVIDED AND INSTALLED IN ACCORDANCE WITH ARTICLE 250 OF THE NEC, AND AS SHOWN ON THE DRAWINGS. 8. ALL CUTTING AND PATCHING OF WALLS AND FLOORS FOR ELECTRICAL EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 9. ALL WIRING SHALL BE INSTALLED IN GALVANIZED RIGID CONDUIT, INTERMEDIATE METAL CONDUIT, OR EMT. EMT SHALL NOT BE USED IN OR UNDER CONCRETE SLABS, OR IN MASONRY WALLS. USE SCHEDULE 40 PVC OUTDOORS WHERE NOT SUBJECT TO PHYSICAL DAMAGE OR BELOW FLOOR SLAB. BRANCH CIRCUITS RATED 30 AMPS OR LESS MAY UTILIZE TYPE MC FLEXIBLE METAL CABLE (HOSPITAL GRADE AC ALLOWED FOR THE HEALTH CARE BUILDING.) SUPPORT WITHIN 12" OF ALL CONNECTIONS AND NOT MORE THAN 4'-6" ON CENTER. ALL RACEWAYS (EXCEPT THOSE BELOW SLAB OR GRADE) SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO BUILDING LINES. 10. BRANCH CIRCUIT CONDUCTORS SHALL BE COPPER RATED AT NOT LESS THAN 600 VOLTS. MINIMUM SIZE SHALL BE #12 AWG UNLESS OTHERWISE NOTED ON THE DRAWINGS. ALL WIRE #8 AWG AND LARGER SHALL BE STRANDED. ALL CONDUCTORS #10 AND SMALLER SHALL BE SOLID, UNLESS OTHERWISE NOTED. FEEDERS RATED GREATER THAN 150 AMPERES (UON) MAY UTILIZE 75°C COMPACT ALUMINUM CONDUCTORS OF EQUIVALENT AMPACITY, TYPE XHHW OR XHHW-2 INSULATION, EQUIVALENT TO ALCAN SERIES 8000 CONDUCTORS. CONTRACTOR TO VERIFY CONDUIT SIZES REQUIRED FOR ALUMINUM FEEDERS. 11. BRANCH CIRCUIT CONDUCTORS SHALL BE TYPE THHN OR THWN AS REQUIRED. 12. PROVIDE PULLWIRE IN ALL EMPTY CONDUITS. 13. PROVIDE A TYPED DIRECTORY IN ALL PANELBOARDS CLEARLY DESCRIBING THE LOCATION OF AND TYPE OF LOAD BEING SERVED FOR ALL CIRCUITS. 14. PROVIDE ENGRAVED PHENOLIC NAMEPLATES FOR ALL PANELBOARDS AND DISCONNECT SWITCHES, BLACK LETTERS ON WHITE BACKGROUND. 15. FUSES 0 - 600 AMPS SHALL BE UL CLASS "RK -1" LOW PEAK DUAL ELEMENT TIME DELAY WITH 200,000 AMPERE INTERRUPTING RATING AS MANUFACTURED BY BUSS, UNLESS NOTED OTHERWISE. 16. AVAILABLE FAULT CURRENT AT SERVICE TRANSFORMER TO BE FIELD VERIFIED WITH SERVING UTILITY. ACTUAL FAULT CURRENT VALUES TO BE FIELD MARKED ON ALL GEAR IN ACCORDANCE WITH NEC 110.24. VERIFY ALL REQUIREMENTS AND COORDINATE EXACT LOCATION OF INCOMING ELECTRICAL SERVICE WITH LOCAL POWER COMPANY PRIOR TO PROJECT START-UP. NOTIFY ENGINEER OF ANY CHANGES AS MAY BE REQUIRED. 17. RESERVED. 18. ALL TERMINALS, SPLICING CONNECTORS, LUGS, ETC. SHALL BE IDENTIFIED FOR USE WITH THE MATERIAL (CU/AL) OF THE CONDUCTOR AND SHALL BE PROPERLY INSTALLED. 19. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL ELECTRICAL EQUIPMENT FROM FOREIGN MATERIAL DURING CONSTRUCTION (PAINT, SPACKLE, ETC). 2Q _ pF IGr� 1RA REQUIRED SMOKE PARTITIONS SHALL BE SEALED USING METHODS APPROVED UNDER THE STATE BUILDING CODE. COORDINATION WITH THE GENERAL CONTRACTOR SHALL BE MAINTAINED TO INSURE THAT THIS SMOKE STOPPING IS ACCOMPLISHED. 21, WHERE PENETRATIONS ARE MADE THROUGH A REQUIRED FIRE -RESISTIVE WALL, FLOOR, OR PARTITION FOR THE PURPOSE OF RUNNING RACEWAY CARRYING ELECTRICAL, TELEPHONE, TELEVISION, OR LOCAL COMMUNICATION AND/OR SIGNALING CIRCUITS, THE OPENING AROUND THE RACEWAY SHALL BE FIRE STOPPED PER THE STATE BUILDING CODE. COORDINATION WITH THE GENERAL CONTRACTOR SHALL BE MAINTAINED TO INSURE THAT THIS FIRE STOPPING IS ACCOMPLISHED. USE APPROVED ASSEMBLIES SUCH AS THE FOLLOWING: UP TO 1" PENETRATIONS OF 1, 2,3 & 4 HOUR GYPSUM WALLS - UL#WL1001 UP TO 4" PENETRATIONS OF 1 & 2 HOUR GYPSUM WALLS - UL#WL1001 UP TO 4" PENETRATIONS OF 1 & 2 HOUR CONC. OR BLOCK WALLS & FLOORS - UL#CAJ1009 UP TO 4" PENETRATIONS OF 3 & 4 HOUR CONC. OR BLOCK WALLS & FLOORS - UL#CBJ1020 22. IN REQUIRED FIRE RATED WALLS AND PARTITIONS, OPENINGS FOR INSTALLATION OF BOXES THAT ARE GREATER THAN 16 SQUARE INCHES SHALL BE PROTECTED AS REQUIRED BY UL COORDINATE CLOSELY WITH THE GENERAL CONTRACTOR TO INSURE THAT THE INTEGRITY OF THE UL RATING IS MAINTAINED. 23. UNLESS SPECIFICALLY NOTED AS DEDICATED, HOMERUNS MAY BE COMBINED AS MULTI -WIRE BRANCH CIRCUITS. UNLESS OTHERWISE INDICATED, HOMERUN RACEWAYS SHALL NOT SERVE MORE THAN 3 CIRCUITS. A MAXIMUM OF THREE 20A BRANCH CIRCUITS MAY BE COMBINED IN A COMMON HOMERUN SHARING A COMMON NEUTRAL (PROVIDE CIRCUIT BREAKER HANDLE TIES.) AT CONTRACTOR'S OPTION, SEPARATE NEUTRALS MAY BE PROVIDED FOR MULTI -WIRE BRANCH CIRCUITS FOR A MAXIMUM TOTAL OF SIX CURRENT CARRYING CONDUCTORS IN THE RACEWAY (NO HANDLE TIES REQUIRED.) UNLESS OTHERWISE NOTED, ALL BRANCH CIRCUITS LARGER THAN 20A SHALL BE SEPARATELY HOMERUN TO THE PANEL. 24. ALL RACEWAYS SHALL BE CONCEALED UNLESS OTHERWISE NOTED AND THAT THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH CONCEALING RACEWAYS AFTER (INITIAL) BLOCK CONSTRUCTION. 25. CLOSE OUT DOCUMENTS: • AS-BUILTS: WITHIN 30 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED TO THE BUILDING OWNER, INCLUDING: 1) A SINGLE -LINE DIAGRAM OF THE BUILDING ELECTRICAL DISTRIBUTION SYSTEM AND 2) FLOOR PLANS INDICATING LOCATION AND AREA SERVED FOR ALL DISTRIBUTION. • OPERATION AND MAINTENANCE MANUALS: AN OPERATING MANUAL AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OWNER. THE MANUALS SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING: 1) SUBMITTAL DATA STATING EQUIPMENT RATING AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE; 2) OPERATION MANUALS AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY IDENTIFIED; 3) NAMES AND ADDRESSES OF AT LEAST ONE QUALIFIED SERVICE AGENCY. 26. COMMISSIONING: WHERE OCCUPANT SENSORS, TIME SWITCHES, PROGRAMMABLE SCHEDULE CONTROLS, PHOTOSENSORS, OR DAYLIGHTING CONTROLS ARE INSTALLED, COMMISSIONING SHALL BE PROVIDED. FOR ANY OCCUPANCY SENSORS, CONFIRM THAT THE PLACEMENT, SENSITIVITY, AND TIME-OUT ADJUSTMENTS YIELD ACCEPTABLE PERFORMANCE; FOR ANY TIME SWITCHES AND PROGRAMMABLE SCHEDULE CONTROLS, CONFIRM THAT PROGRAMMING TURNS LIGHTS OFF; FOR ANY PHOTOSENSOR CONTROLS, CONFIRM THAT THE PLACEMENT AND SENSITIVITY ADJUSTMENTS REDUCE ELECTRIC LIGHTS BASED ON THE AMOUNT OF USABLE DAYLIGHT IN SPACE AS SPECIFIED. COMMISSIONING SHALL BE PERFORMED BY THE CONTRACTOR UNDER THE DIRECTION OF THE LIGHTING CONTROLS CERTIFIED MANUFACTURER'S REPRESENTATIVE. CERTIFICATE DOCUMENTATION OF THE REPRESENTATIVE SHALL BE INCLUDED IN SHOP DRAWING / PRODUCT DATA SUBMITTAL. "*A PPA PPM SPD O • ELECTRICAL LEGEND LTG - POLE MOUNTED DECORATIVE SITE FOR TYPE III (ASYMMETRIC) OPTICS, ARROW POINTS IN DIRECTION OF CENTER BEAM LTG - BOLLARD SITE CENTER SHADING POINTS IN DIRECTION OF ASYMMETRIC OPTICS LTG - WALLPACK LTG - FAN / LIGHT COMBO WITH WEIGHT RATED JUNCTION BOX LTG - VANITY WALL MOUNTED LTG - SCONCE WALL MOUNTED LTG - DOWNLIGHT EXIT SIGN EMERGENCY EGRESS LIGHTING LTG - SWITCH SINGLE POLE SINGLE THROW. LTG - SWITCH " OTHER TYPES " REFERENCE 'LTG CONTROL DETAILS' FOR PARTICULARS: " LLD " LOW VOLTAGE & LINE VOLTAGE - ON + OFF + LV DIMMER. " LV " LOW VOLTAGE - OCCUPANCY SENSOR DUAL -TECH US/PIR. " LVD " LOW VOLTAGE - DIMMER - ON+OFF. " LVM " LOW VOLTAGE - MOMENTARY - ON+OFF / 3 -WAY. " LVT " LOW VOLTAGE - MOMENTARY TIMESWITCH - OFF / ON / OVERRIDE 2 HOUR MAX. " 3 " THREE WAY. " D " DIMMER - FIELD VERIFY INCANDESCENT / LED LAMPS AND PAIR WITH PROPER DIMMER TYPE. " F " FAN CONTROLLER - 3 SPEED - LOW / MEDIUM / HIGH. " M " MOTOR RATED - 1 POLE 2OAMP. LABEL FACEPLATE 'EQUIP DISC'. " os " OCCUPANCY SENSOR DUAL -TECH US/PIR. os2 " OCCUPANCY SENSOR DUAL -TECH US/PIR - DUAL RELAY. " os3 " OCCUPANCY SENSOR DUAL -TECH US/PIR - THREE WAY. " osD " OCCUPANCY SENSOR DUAL -TECH US/PIR - WITH LOW VOLTAGE DIMMER. " OSP " OCCUPANCY SENSOR DLIAL-TECH US/PIR - WITH PHOTOCELL. LTG - PHOTOCELL BUTTON TYPE WALL RECESSED FLUSH. LTG - OCCUPANCY SENSOR - DUAL TECH US/PIR CEILING MOUNTED. REFERENCE LTG CONTROL DETAILS FOR PARTICULARS. POWER PACK AUTO - RECEPTACLE CONTROL "AUTO ON/ VACANCY OFF", REF'LTG/ PWR CONTROL DETAILS'. POWER PACK MANUAL - LTG CONTROL "MANUAL ON/ VACANCY OFF", REF'LTG/ PWR CONTROL DETAILS'. SURGE PROTECTION DEVICE. CONNECTION - EQUIPMENT'S FACTORY INSTALLED DISCONNECT. CONNECTION - JUNCTION BOXES SIZED PER NEC REQUIREMENTS. DISCONNECT - SWITCH HEAVY DUTY (OUTDOOR SHALL BE NEMA -3R) MOTOR - PROVIDED AND INSTALLED BY OTHER CONTRACTORS, WIRED BY ELEC CONTRACTOR IF NUMBERED INDICATES HORSEPOWER. " NEC 406.12 TAMPER RESISTANT RECEPTACLES. (A) ALL NON -LOCKING -TYPE 15 AND 20 AMP SHALL BE LISTED TAMPER-RESISTANT. (B) HOTEL AND MOTEL -SAME. (C) CHILD CARE -SAME. REC - DUPLEX " OTHER TYPES " " GF " GASKETED FACEPLATE. " GFI " GROUND FAULT INTERRUPTER. " TR " TAMPER-RESISTANT. " USB " USE; CHARGING OUTLETS & DUPLEX REC, REF DETAIL FOR PARTICULARS. " WP " WEATHER PROTECTED IN -USE OUTLET COVER. REC - DUPLEX CENTER SHADED INDICATES MTD ABOVE COUNTER TOP. REC - DUPLEX BOTTOM SHADED INDICATES HALF SWITCHED. REC - QUADRUPLEX. REC - SPECIAL (REF PANEL SCHEDULE BKR SIZE / PHASE FOR TYPE). GROUNDING SYMBOL. FIRE ALARM CONTROL PANEL FIRE ALARM SUB -PANEL FIRE RADIO ENHANCEMENT PANEL CEILING MOUNTED SMOKE DETECTOR HEAT DETECTOR DUCT SMOKE DETECTOR FIRE ALARM STROBE, 'CLG' INDICATES CEILING MOUNTED FIRE ALARM HORN/STROBE, 'CLG'INDICATES CEILING MOUNTED FIRE ALARM PULL STATION FIRE ALARM FLOW BELL ELECTRICAL ABBREVIATIONS A AMPERE G /GND GROUND PL POLES AFF ABOVE FINISHED FLOOR GFI GND FAULT CKT INTERRUPTER PVC POLY -VINYL -CHLORIDE AFG ABOVE FINISHED GRADE GF/GFI GASKETED FACEPLATE/GFI REC RECEPTACLE AFI ARC FAULT CIRCUIT INTERRUPTER HOA HAND -OFF -AUTOMATIC REF REFERENCE AHJ AUTHORITY HAVING JURISDICTION HP HORSEPOWER SAP SECURITY ALARM PANEL AIC AVAILABLE INTERRUPTING CURRENT JBX JUNCTION BOX SE SERVICE ENTRANCE AWG AMERICAN WIRE GAGE KVA KILOVOLT -AMPERE SCA SHORT CIRCUIT AMPERES BKR BREAKER LT / LTG LIGHT / LIGHTING SPD SURGE PROTECTION DEVICE C CONDUIT LV LOW VOLTAGE SSBJ SUPPLY SIDE BONDING JUMPER CB CIRCUIT BREAKER MB MAIN BREAKER T/S TIMESWITCH CKT CIRCUIT M.C. MECHANICAL CONTRACTOR TBD TO BE DETERMINED CLG CEILING MCB MAIN CIRCUIT BREAKER U/C UNDER COUNTER D/W DISHWASHER MCC MOTOR CONTROL CENTER UON UNLESS OTHERWISE NOTED E.C. ELECTRICAL CONTRACTOR MDP MAIN DISTRIBUTION PNL US ULTRASONIC EF EXHAUST FAN MLO MAIN LUG ONLY USB UNIVERSAL SERIAL BUS ELEC ELECTRICAL MSB MAIN SWITCHBOARD V VOLTS EMT ELEC METALLIC TUBING MTD/MTG MOUNTED / MOUNTING VAV VARIABLE AIR VOLUME UNIT EX'G EXISTING N/L NIGHT LIGHT VA VOLT-AMPERES FA FIRE ALARM N NEUTRAL W WATTS FAAP FIRE ALARM ANNUNCIATOR PNL NEC NATIONAL ELEC CODE WH WATER HEATER FACP FIRE ALARM CONTROL PNL OCP OVERCURRENT PROTECTION WP WEATHER PROTECTED G.C. GENERAL CONTRACTOR PIR PASSIVE INFRARED XFMR TRANSFORMER PNL PANELBOARD CEILING REFERENCED CODES • FBC-B 6th EDITION (2017) FLORIDA BUILDING CODE • FBC-EC 6th EDITION (2017) ENERGY CONSERVATION • FGI GHCF-14 GUIDELINES FOR THE DESIGN AND CONSTRUCTION OF RESIDENTIAL HEALTH, CARE AND SUPPORT FACILITIES • FFPC-17 FLORIDA FIRE PREVENTION CODE • NFPA 1-15 FIRE CODE • NFPA 70-14 NATIONAL ELECTRICAL CODE • NFPA 72-13 NATIONAL FIRE ALARM AND SIGNALING CODE • NFPA 99-15 HEALTH CARE FACILITIES CODE • NFPA 101-15 LIFE SAFETY CODE • NFPA 110-13 STANDARD FOR EMERGENCY AND STANDY POWER SYSTEMS • IESNA RP -28-07 LIGHTING AND THE VISUAL ENVIRONMENT FOR SENIOR LIVING (ARCH ELEVATIONS SHALL TAKE PRECEDENCE FOR MTG HEIGHTS & LOCATIONS) ALIGN WITH TOP OF DOOR FRAME, NOT TO EXCEED 96" AFF HORN ONLY OR HORN / STROBE DEVICE 80" AFF TO BOTTOM OF STROBE LENS EGRESS HEADS FIRE ALARM HORN _6r4 STROBE DEVICES (WHITE FINISH) LIGHT SWITCHES DIMMER/CONTROLS f - FA PULL STATIONS FIRE no w H z W U CO W z CO 3 4.1 `Ipl I IU 0o FINISHED FLR t�� ALIGN WHEN MTD ON SAME WALL U S P E N D WALL E SCONCES D Cn z O W J W 2 U W a C� z I— z D O WALL MOUNTED TELEVISIONS RECESSED OUTLETS W w OUTLETS I W a = O z O `:_ --- --_:._ _:: -- C.° ( DESKTOPS/ U CABINETS / ETC z -4- TYPICAL TYPICAL MTG HEIGHTS DETAIL NOT TO SCALE ELECTRICAL CONTRACTOR MAY BID OWNER'S TELECOM / I SECURITY / AUDIO / I VISUAL CONTRACTOR'S 1 DRAWINGS: Larry J. Trobough, RCDD Principal Consultant Technology Research & Consulting, Inc. 437 Gaston Foster Road Orlando, Florida, 32807 V: (407) 273-6000 X101 I F: (407) 273-6004 I C: (407) 923-5738 E: Itrobouqh@techrecon.net W: www.techrecon.net VIA PROJECT GENERAL CONTRACTOR: Jeff Vanvolkenburg Project Director LECESSE CONSTRUCTION I 5850 T.G. Lee Blvd., Suite 135 Orlando, Florida, 32822 Toll Free: (855) 334-4490 Office: (407) 458-555 W: www.lecesseconstruction.com COMMERCIAL KITCHEN AREAS ALL'COMMERCIAL KITCHEN AREAS' REQUIRE STAINLESS STEEL METAL FACEPLATES FOR POWER/ TELECOM OUTLETS NOT INSIDE CABINETRY b€�'� 11 ......... POWER / TELECOM OUTLETS 2'-0°' M cVEIGH & MANGUM ENGINEERING• INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904) 483-5200 Fax: (904) 636-6770 CA 6330 email: mail@McVeighMangum.com Eng. of Record: Andrew M. May License No.: 73102 0 �I 0 rr� �I C��as�C ADDENDUM NO. 1'. 21 SEP 2018 O THII DRAWINO, rA DEMON CONCEPT AND rA DETAIL ARE THE SOLE PROPERTY OF AS ARCHITECTURE, INC. AND (HALL NOT IE COPIED IN ANY FORM OR MANNER WTTHOW WRITTEN AUTHORIZATION OF RS DESIONERAREATOR DRAWN BY COALW �CATE 04 SEP 2018 PROJECT 16195 OHEET NO. ELEC LEGEND &GENERAL REQUIREMENTS ED100 DINING HALL AL ABBREVIATIONS FASTENERS GAGE SCHED SCHEDULE GALVANIZED SECT SECTION GENERAL CONTRACTOR SIM SIMILAR GIRDER TRUSS SOG SLAB ON GRADE C SPA SPACE HEIGHT SPEC SPECIFICATION HORIZONTAL SQ SQUARE HEADED STUD ANCHOR STD STANDARD HEIGHT STIFF STIFFENER SLAB ON GRADE.....................................................................................F'C=3000 STL STEEL INSIDE FACE STIR STRAIGHT INFORMATION STRUCT STRUCTURAL INTERIOR SYM SYMMETRICAL JOINT T&B TOP & BOTTOM JOIST T/ TOP OF (EXCEPT WHERE PERMITTED WHEN USING A DUST EXTRACTION SYSTEM IN ACCORDANCE WITH T/U PANEL TILT—UP PANEL POUND TE THICKENED EDGE LONG THK THICK LONG LEG HORIZONTAL THIRD THREADED LONG LEG VERTICAL TRANSV TRANSVERSE LONG SIDE HORIZONTAL TS THICKENED SLAB LONG SIDE VERTICAL r(P TYPICAL MANUFACTURER UON UNLESS OTHERWISE NOTED MATERIAL PERFORMED BY A CERTIFIED ADHESIVE ANCHOR INSTALLER IN ACCORDANCE WITH AC1318 AND THOUGH SHOWN OTHERWISE ON ARCHITECTURAL, MECHANICAL, OR STRUCTURAL DRAWINGS. MAXIMUM VER VERIFY MECHANICAL VERT VERTICAL MINIMUM DRILLED WITH A ROTARY IMPACT DRILL OR ROCK DRILL INTO CONCRETE THAT HAS CURED AT MISCELLANEOUS W/ WITH OF ANCHOR INSTALLATION. W/0 WITHOUT NOT IN CONTRACT WP WORK POINT NUMBER WS WATERSTOP NEAR SIDE WWF WELDED WIRE FABRIC NOT TO SCALE MANUFACTURER SHALL COORDINATE AND VERIFY ALL TRUSS DIMENSIONS AND DESIGNS WITH MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF "SPECIFICATIONS ON CENTER FOR MASONRY STRUCTURES - ACI 530.1/ASCE 6" (LATEST EDITION), EXCEPT AS MODIFIED BY ROOF FRAMING PLAN AND TRUSS TYPES ARE DIAGRAMMATIC AND ARE INTENDED TO INDICATE DESIGN OUTSIDE DIAMETER CONCEPT ONLY FOR ROOF CONFIGURATION. OUTSIDE FACE ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF AISC "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS" " , AISC CODE OF STANDARD PRACTICE FOR STEEL DESIGN STANDARDS FOR METAL -PLATE -CONNECTED WOOD TRUSS CONSTRUCTION" OUT TO OUT REQUIREMENTS OF THE CONTRACT DOCUMENTS. PROOF OF WELDER CERTIFICATION SHALL BE AVAILABLE OPENING AT THE JOB SITE DURING TIMES OF INSPECTION. _ F TOP CHORD DEAD LOAD CONCRETE TILE R00 0 PS OPPOSITE 10 PSF BOTTOM CHORD ON STRUCTURAL CONNECTIONS "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 GENERAL SYMBOLS PERPENDICULAR PLATE BRACE BOTTOM CHORD AS REQUIRED FOR WIND UPLIFT. BOLTED AND WELDED CONNECTIONS: THE CONTRACTOR SHALL EMPLOY AND PAY AN INDEPENDENT TESTING LABORATORY TO INSURE THAT ALL FASTENERS AND WELDS ARE INSTALLED IN ACCORDANCE COORDINATE TRUSS LOCATIONS/CONFIGURATION WITH PLUMBING WALLS AND HVAC EQUIPMENT SO AS TO PANEL PREFABRICATED FOR PROPER TENSION AND A MINIMUM OF 10% OF ALL FULL PENETRATION WELDS SHALL BE CHECKED PLAN, SECTION OR DETAIL NO. POUNDS PER SQUARE FOOT CONFIGURATION ACCOMMODATES ALL EQUIPMENT, DUCTS, ETC. SHEET NUMBER POUNDS PER SQUARE INCH ADDITIONAL COST TO THE OWNER. TEMPORARY TRUSS BRACING SHALL BE INSTALLED IN ACCORDANCE WITH "RECOMMENDED DESIGN SPECIFICATIONS FOR TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES" (TPI-DSB) GALVANIZING: CONFORM TO ASTM STANDARDS A 123, A 386, AND A 153 AS APPLICABLE WHEREVER QUANTITY N NORTH ARROW ND RADIUS TEMPORARY BOTTOM CHORD AND WEB BRACING SHALL REMAIN PERMANENTLY IN PLACE. THE BOTTOM HANDLING, TRANSPORTING, WELDING, OR BOLTING. MAKE THE REPAIRS BY APPLICATION OF A CHORD BRACING SHALL NOT EXCEED 10' SPACING FOR TRUSSES WHERE NO SHEATHING IS ATTACHED TO GALVANIZING REPAIR PAINT CONFORMING TO ASTM A 780. CLEAN ALL AREAS THAT ARE TO BE ROUND REPAIRED; REMOVE SLAG FROM WELDS. APPLY REPAIR PAINT TO COLD SURFACES. UNDER PIGGYBACK TRUSSES. ALL BRACING SHALL BE NAILED WITH 2-16d NAILS TO TRUSSES. REFERENCE 1 KEYED NOTE TO PLAN REINFORCEMENT) AND COMMENTARY FOR COMPOSITE STEEL FLOOR DECK", SPECIFICATIONS AND COMMENTARY FOR "SDI NAIL MIDDLE OF DIAGONAL TO TRUSS WEB AT HORIZONTAL LATERAL BRACING LOCATION AND THE NON -COMPOSITE FLOOR DECK", AND CODE OF RECOMMENDED STANDARD PRACTICE FOR COMPOSITE BOTTOM END OF DIAGONAL TO BOTTOM OF WEB OF TRUSS AT CEILING. REQUIRE REQUIRED O FOUNDATION TYPE RETAINING DESIGN OF LIGHT GAGE STEEL FRAMING IS BASED ON SECTION PROPERTIES AND STANDARD REVISION FOOTING AND SLAB SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF INFORMATION, ICBO ESR -3064P." ALTERNATE MANUFACTURER'S FRAMING SIZE SHALL MEET THE MINIMUM THE GEOTECHNICAL REPORT FOR THE PROJECT PREPARED BY UNIVERSAL ENGINEERING SCIENCES (DATED SECTION PROPERTIES OF THE MEMBERS INDICATED ON THE DESIGN DRAWINGS. NOVEMBER 10, 2016), AND SHALL BE IN COMPLIANCE WITH APPLICABLE REQUIREMENTS OF GOVERNING A REVISION NUMBER CONFIGURATION, DETAILS AND CONNECTIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR'S LIGHT GAGE FOOTING STEP STEEL SPECIALTY FRAMING ENGINEER. LIGHT GAGE STEEL FRAMING SHOP DRAWINGS COMPLETE WITH 30 3 12o 2 2 3 — L3o 4 20 2 Q 1 2 20 2o IN I 30 OVERHANGS (CANOPIES, ETC) ■ 0 �V DIAGRAMS- DESIGN CRITERIA DESIGN PER 2017 FLORIDA BUILDING CODE, UNLESS OTHERWISE NOTED. LIVE LOADS: ROOFS AND CANOPIES (REDUCIBLE)............................................................... 20 PSF ROOF(MECH).................................................................................................... 50 PSF DEAD LOADS: FASTENERS ROOF................................................................................................................ 35 PSF WIND LOADS: EXPANSION BOLTS SHALL BE HILT] KWIK BOLT 3, SIMPSON STRONG -TIE STRONG-BOLT2, ULTIMATE WIND SPEED: (ASCE 7-10)............................................................. 130 MPH NOMINALWIND SPEED....................................................................................... 101 MPH MEANROOF HEIGHT.......................................................................................... 24 FT RISKCATEGORY.............................................................................................. II WINDEXPOSURE............................................................................................. C ENCLOSURE CLASSIFICATION........................................................................... ENCLOSED INTERNAL PRESSURE COEFFICIENT....................................................................... f 0.55 DIRECTIONALITY FACTOR (Kd)............................................................................. f 0.85 SHAPE FACTORS............................................................................................. PER CODE THIS BUILDING IS LOCATED IN THE WIND BORNE DEBRIS REGION. IMPACT RESISTANT GLAZING IS REQUIRED. ........................................... REINFORCING BARS .............................................. 60 BAR DIAMETERS CONCRETE (DESIGN PER CURRENT EDITION ACI 318) THE INTERNATIONAL BUILDING CODE. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. SLAB ON GRADE.....................................................................................F'C=3000 PSI FOOTINGS.................................................................................................F'C=3000 PSI ALLOTHER CONCRETE............................................................................. F'C=4000 PSI ALL REINFORCING STEEL ASTM A615 GRADE 60. REINFORCING STEEL SHOWN ON THESE DRAWINGS TO BE WELDED SHALL BE ASTM A706 AND WELDING SHALL BE IN ACCORDANCE WITH AWS D1.4. EMBEDMENT DEPTH SHALL BE AT LEAST 12 TIMES THE INSERT DIAMETER, UON. HOLE WELDEDWIRE FABRIC..................................................................................... ASTM A1064 CONCRETE MASONRY (DESIGN PER CURRENT EDITION ACI 530) COMPRESSIVE STRENGTH.......................................................................... F'M= 1900 PSI STRUCTURAL STEEL (DESIGN PER CURRENT EDITION AISC), UNLESS OTHERWISE NOTED (UON) MATERIALS SHALL BE AS FOLLOWS: W—SHAPES................................................................................... ASTM 992, Fy=50 KSI OTHER SHAPES & PLATES.......................................................... ASTM A36, Fy=36 KSI HSS SQUARE & RECTANGULAR SHAPES .................. ASTM A500 GRADE B, Fy=46 KSI HSS ROUND SHAPES ................................................. ASTM A500 GRADE B, Fy=42 KSI STEEL PIPES................................................................ ASTM A53 GRADE B, Fy=35 KSI WELDING ELECTRODES ................................................ AWS A5.1 OR A5.5 SERIES E70 HIGH—STRENGTH BOLTS......................................................................... Y40 ASTM A325 ANCHOR RODS........................................................................... GRADE 36 ASTM F1554 WELDEDSTUDS............................................................................................ ASTM A108 DEFORMEDBARS............................................................................................ ASTM A496 WELDABLEBARS.......................................................................,.................... ASTM A706 PAINT & PROTECTION.............................................................................. SSPC PAINT 25 GROUT - NONMETALLIC, SHRINKAGE—RESISTANT........................................ ASTM C1107 SOIL BEARING (DESIGN MAXIMUM)...................................................................... 2500 PSF MASONRY ALL LOAD BEARING WALLS AND EXTERIOR WALLS SHALL BE COMPOSED OF ASTM C90 HOLLOW CONCRETE MASONRY UNITS WITH ASTM C270, TYPE "S" MORTAR. GROUT SHALL CONFORM TO THE REQUIREMENTS OF ASTM C476 AND HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. ALL EXTERIOR CMU WALLS SHALL BE REINFORCED FULL HEIGHT IN A GROUT FILLED CELL WITH 1—#5 AT- - EACH CORNER, WALL ENDS, WALL INTERSECTIONS — EACH SIDE OF CONTROL JOINTS AND — AT A MAXIMUM SPACING OF 4'-0" OC, LION — SEE DETAIL 1/SD706 FOR TYPICAL REINFORCING AT WALL OPENINGS. — AT BEAM & TRUSS GIRDER BEARING LOCATIONS PROVIDE 3 FULL HEIGHT, FULLY GROUTED CELLS WITH 1—#5 IN EA CELL. LAPPED BARS SHALL BE SECURED WITH WIRE TIES OR OTHER MEANS TO ENSURE THAT THE BAR IS NOT DISPLACED DURING GROUT PLACEMENT OUTSIDE THE TOLERANCES ESTABLISHED BY ACI 530. LAP BARS WITH THE FOLLOWING MINIMUM LENGTH. BAR BARS CTR'D BARS CTR'D BAR SIZE EA FACE 8" CMU 12" CMU #3 16" 16" 16" #4 26" 21" 21" #5 40" 26" 26" #6 54" 43" 40" #7 63" 60" 46" GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS. DO NOT BEGIN PLACEMENT OF GROUT UN11L ALIGNMENT OF CELLS ARE INSPECTED AND APPROVED. FILL ALL CELLS BELOW FINISHED GRADE. PROVIDE HORIZONTAL JOINT REINFORCEMENT IN WALLS AT 16" OC V[=RTICALLY, LION. IN ADDITION, INSTALL JOINT REINFORCING IN THE FIRST TWO MORTAR JOINTS ABOVE & BELOW OPENINGS, EXTENDING AT LEAST 24 INCHES BEYOND THE OPENING. PROVIDE HORIZONTAL JOINT REINFORCEMENT IN PARAPETS AND FREE STANDING WALLS AT 8" OC VERTICALLY. LAP JOINT REINFORCEMENT 6" MINIMUM. HORIZONTAL REINFORCING SHALL CONSIST OF AT LEAST TWO W1.7 WIRES OR GREATER. SEE ARCHITECTURAL DRAWING FOR EXPANSION OR CONTROL JOINTS. IF NOT SHOWN, LOCATE VERTICAL CONTROL JOINTS AT 25'-0" OC MAXIMUM, BUT NOT LESS THAN 2'-0" FROM A JOIST OR BEAM BEARING PLATE. AT BUILDING CORNERS, PROVIDE ONE JOINT IN ONE OF THE TWO WALL SIDES NO MORE THAN 5'-0" FROM THE BUILDING CORNER. ALL PRECAST OR POURED LINTELS SHALL BE REINFORCED WITH TWO #4 TOP & BOTTOM WITH #3 TIES ® 12" AS A MINIMUM AND HAVE A MINIMUM MASONRY END BEARING OF 8". BOND/TIE BEAM REINFORCEMENT SHALL BE CONTINUOUS ACROSS CONTROL JOINTS. 16" U—BLOCK OR BOND BEAM SHALL CONSIST OF TWO 8" KNOCK—OUT BLOCKS. BARS SPECIFIED TO BE EACH FACE SHALL BE HELD IN PLACE WITH SPACERS AND SHALL BE LOCATED 2 3/8" FROM EACH FACE TO THE CENTER OF THE BAR. MASONRY WORK SHALL BE INSPECTED IN ACCORDANCE WITH ACI 530-05 QUALITY ASSURANCE LEVEL B — NONESSENTIAL. GENERAL NOTES FOUNDATIONS IF FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, UNSTABLE, OR UNSUITABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. THE BOTTOM OF ALL FOUNDATIONS SHALL EXTEND A MINIMUM OF 18 INCHES BELOW THE TOP OF FINISH GRADE. PROVIDE A MINIMUM OF TWO #4 BARS IN TOP OF CONTINUOUS WALT_ FOOTINGS AT DOOR AND OTHER OPENINGS, 4'-0" LONGER THAN THE OPENING. CONCRETE FASTENERS UNLESS OTHERWISE NOTED (LION) ON THE DRAWINGS, MINIMUM COVER FOR REINFORCING SHALL WRITTEN AWHORIZATION OF ITS DESIONERAREATO BE AS FOLLOWS: EXPANSION BOLTS SHALL BE HILT] KWIK BOLT 3, SIMPSON STRONG -TIE STRONG-BOLT2, FOOTINGS POWERS POWER -STUD+ SD1 OR APPROVED EQUAL, LION. EMBEDMENT DEPTH INTO CONCRETE .......................................................................................................................3" COLUMNS AND PEDESTALS (OVER VERTICAL REINF) .................................................. 2" OR SOLID GROUTED MASONRY SHALL BE AT LEAST 7 TIMES THE BOLT DIAMETER, UON. CLEAN SLABS AND WALLS (EXPOSED TO EARTH, LIQUID OR WEATHER) .............................. 2" HOLE AND INSTALL IN STRICT ACCORDANCE WITH MANUFACTURERS PRINTED INSTALLATION WEATHER)...................... SLABS AND WALLS (NOT EXPOSED TO EARTH, LIQUID OR WEATHER)y" INSTRUCTIONS. SLABS ON GRADE...................................................................................... 2" FROM TOP SCREW ANCHORS SHALL BE HIL11 KWIK HUS -EZ, SIMPSON STRONG -TIE TITEN HD, POWERS ALL REINFORCING SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES WEDGE -BOLT OR APPROVED EQUAL, LION. EMBEDMENT IN CONCRETE OR SOLID GROUTED MASONRY SHALL BE AT LEAST 9 TIMES THE BOLT DIAMETER, LION. CLEAN HOLE AND INSTALL IN CONFORMANCE WITH CRSI MANUAL OF STANDARD PRACTICE AND ACI 315 DURING IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. THE PLACING OF THE CONCRETE. i:� UNLESS OTHERWISE NOTED, SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS FOLLOWS: POWER ACTUATED FASTENERS (PAF) SHALL BE 0.157" DIAMETER HILT] X -U, SIMPSON WELDED WIRE FABRIC WIRE SPACING PLUS 6" STRONG -TIE PDPA, POWERS CSI PIN OR EQUAL, UON. EMBED MIN 1-1/4" INTO CONCRETE AND ........................................... REINFORCING BARS .............................................. 60 BAR DIAMETERS CMU, UON. DO NOT PLACE WITHIN 1" OF CMU MORTAR JOINT. PAF SHALL COMPLETELY THE INTERNATIONAL BUILDING CODE. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. PENETRATE STRUCTURAL STEEL. ALL HOOKS IN REINFORCING BARS SHALL BE AN ACI STANDARD HOOK, UNLESS OTHERWISE NOTED. ADHESIVE ANCHORING (EPDXY) PLUMBING EQUIPMENT SHALL BE VERIFIED WITH EQUIPMENT PURCHASED BEFORE • ADHESIVE ANCHORING FOR CONCRETE SHALL BE HILT] RE -500 V3 CARTRIDGE DOWELS FROM FOUNDATIONS OR SLABS TO WALLS SHALL MATCH WALL REINFORCING, UNLESS SYSTEM, SIMPSON STRONG -TIE SET -3G, POWERS PURE 110+ OR APPROVED EQUAL, UON. OTHERWISE NOTED. DOWELS SHALL BE PLACED BEFORE CONCRETE IS POURED. THEY SHALL EMBEDMENT DEPTH SHALL BE AT LEAST 12 TIMES THE INSERT DIAMETER, UON. HOLE NOT BE PUSHED INTO THE CONCRETE. DIAMETER SHALL BE NO GREATER THAN RECOMMENDED BY MANUFACTURER. THE HOLE SHALL FABRICATION AND CONSTRUCTION. BE CLEANED PER MANUFACTURER'S RECOMMENDATIONS BY BRUSHING OUT WITH WIRE BOTTLE PROVIDE 3/4" CHAMFER AT ALL EXPOSED CORNERS OF BEAMS, WALL, ETC. BRUSH AND BLOWN OUT WITH AIR USING A COMPRESSOR WITH A FUNCTIONAL OIL TRAP THE SEAL OF AN ENGINEER REGISTERED IN THE STATE OF THE PROJECT. (EXCEPT WHERE PERMITTED WHEN USING A DUST EXTRACTION SYSTEM IN ACCORDANCE WITH STEEL MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS). ALL BOLTS SHALL BE SNUG TIGHT (AS DEFINED BY AISC) UON. • ADHESIVE ANCHORING FOR MASONRY SHALL BE HILT] HIT-HY 70 CARTRIDGE SYSTEM, SET -XP SHOP DRAWING SUBMITTALS ARE ONLY REVIEWED FOR GENERAL CONFORMANCE WITH THE POWERS AC100+ OR APPROVED EQUAL, UON. EMBEDMENT DEPTH INTO SOLID GROUTED UNLESS OTHERWISE NOTED, BEAM -TO -BEAM AND BEAM -TO -COLUMN CONNECTIONS SHALL BE AS MASONRY SHALL BE AT LEAST 9 TIMES THE INSERT DIAMETER, LION. HOLE DIAMETER SHALL SHOWN IN DETAIL 5/SD706 BE NO GREATER THAN RECOMMENDED BY MANUFACTURER. HOLES SHALL NOT BE PLACED ARCHITECT. SUBMITTALS WHICH DO NOT CONTAIN THE CONTRACTOR'S SHOP DRAWING WITHIN 1" OF A VERTICAL MORTAR JOINT. CLEAN HOLE IN ACCORDANCE WITH BEAM REACTIONS AND CONNECTIONS THAT FALL OUTSIDE OF THE LIMITS OF THE DETAILS MANUFACTURER'S PRINTED INSTRUCTIONS. NOTED ABOVE SHALL BE DESIGNED BY THE SPECIALTY ENGINEER LICENSED IN THE STATE AND SHALL BE SUBMITTED AS SIGNED AND SEALED SHOP DRAWINGS AND • GENERAL - ANCHORS SHALL MEET THE REQUIREMENTS OF ACI 355.4. INSTALLATION SHALL OF THE PROJECT CALCULATIONS FOR APPROVAL. BE IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS AND PERFORMED SHOP DRAWINGS MUST BE SUBMITTED FOR ENGINEER'S REVIEW OF THE FOLLOWING ITEMS: BY AN INSTALLER TRAINED BY THE MANUFACTURER. INSTALLATION OF ADHESIVE ANCHORS (S/S = SIGNED & SEALED SHOP DRAWING WITH CALCS, SD = SHOP DRAWING FOR REVIEW HORIZONTALLY OR UPWARDLY WHICH SUPPORT SUSTAINED TENSION LOADS SHALL BE MINIMUM SIZE OF ALL FILLET WELDS SHALL CONFORM TO SECTION J2 AISC SPECIFICATIONS EVEN PERFORMED BY A CERTIFIED ADHESIVE ANCHOR INSTALLER IN ACCORDANCE WITH AC1318 AND THOUGH SHOWN OTHERWISE ON ARCHITECTURAL, MECHANICAL, OR STRUCTURAL DRAWINGS. CONTINUOUSLY INSPECTED PER AC1318. PROOF OF CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. 2-12 • CAPACITIES - LION, DESIGN BOND STRENGTH OF ANCHORS HAVE BEEN BASED ON CRACKED :t6 2-12 CONCRETE, ACI 355.4 TEMPERATURE CATEGORY B, AND INSTALLATIONS INTO DRY HOLES DRILLED WITH A ROTARY IMPACT DRILL OR ROCK DRILL INTO CONCRETE THAT HAS CURED AT ALL WELDS ALONG THE LENGTH OF MEMBERS INDICATED ON ARCHITECTURAL OR STRUCTURAL LEAST 21 DAYS AND HAS A CONCRETE TEMPERATURE OF AT LEAST 50 DEGREES F AT TIME DRAWINGS, BUT NOT SIZED, SHALL BE A MINIMUM OF: OF ANCHOR INSTALLATION. SPECIFICATIONS WOOD TRUSSES CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (LATEST EDITION). EXCEPT AS MODIFIED BY THE TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS INDICATING ACTUAL TRUSS LAYOUT, DESIGN, REQUIREMENTS OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL EMPLOY AND PAY AN WIND UPLIFT AT BEARING LOCATIONS, NUMBER AND TYPES OF TRUSSES, ETC. SHOP DRAWINGS AND INDEPENDENT TESTING LABORATORY TO PERFORM CONCRETE TESTING. CALCULATIONS SHALL BE SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER. TRUSS MANUFACTURER SHALL COORDINATE AND VERIFY ALL TRUSS DIMENSIONS AND DESIGNS WITH MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF "SPECIFICATIONS ARCHITECT'S DRAWINGS. FOR MASONRY STRUCTURES - ACI 530.1/ASCE 6" (LATEST EDITION), EXCEPT AS MODIFIED BY ROOF FRAMING PLAN AND TRUSS TYPES ARE DIAGRAMMATIC AND ARE INTENDED TO INDICATE DESIGN REQUIREMENTS OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL EMPLOY AND PAY AN INDEPENDENT TESTING LABORATORY TO PERFORM MASONRY TESTING. CONCEPT ONLY FOR ROOF CONFIGURATION. TRUSSES SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH ANSI/TP11 "NATIONAL ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF AISC "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS" " , AISC CODE OF STANDARD PRACTICE FOR STEEL DESIGN STANDARDS FOR METAL -PLATE -CONNECTED WOOD TRUSS CONSTRUCTION" BUILDINGS AND BRIDGES", AND AWS D1.1 STRUCTURAL WELDING CODE", EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. PROOF OF WELDER CERTIFICATION SHALL BE AVAILABLE ROOF TRUSS DESIGN CRITERIA LIVE LOAD ......................................... . SEE DESIGN CRITERIA THIS SHEET AT THE JOB SITE DURING TIMES OF INSPECTION. _ F TOP CHORD DEAD LOAD CONCRETE TILE R00 0 PS BOLTED CONNECTIONS SHALL BE ASSEMBLED AND INSPECTED IN ACCORDANCE WITH RESEARCH COUNCIL 10 PSF BOTTOM CHORD ON STRUCTURAL CONNECTIONS "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 MIN DEAD LOAD (FOR UPLIFT) -CONCRETE TILE ROOF .... 15 PSF BOLTS". WINDUPLIFT.......................................................................... PER CODE BRACE BOTTOM CHORD AS REQUIRED FOR WIND UPLIFT. BOLTED AND WELDED CONNECTIONS: THE CONTRACTOR SHALL EMPLOY AND PAY AN INDEPENDENT TESTING LABORATORY TO INSURE THAT ALL FASTENERS AND WELDS ARE INSTALLED IN ACCORDANCE COORDINATE TRUSS LOCATIONS/CONFIGURATION WITH PLUMBING WALLS AND HVAC EQUIPMENT SO AS TO WITH THE SPECIFICATIONS. A VISUAL INSPECTION SHALL BE MADE OF ALL WELDED AND BOLTED CONNECTIONS. IN ADDITION, A MINIMUM OF 10% OF ALL HIGH STRENGTH BOLTS SHALL BE CHECKED AVOID CONFLICTS. SEE MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF EQUIPMENT, DUCTS, STACKS, FOR PROPER TENSION AND A MINIMUM OF 10% OF ALL FULL PENETRATION WELDS SHALL BE CHECKED PIPES, ETC. GENERAL CONTRACTOR SHALL ENSURE TRUSS BY ULTRASONIC TESTING. ADDITIONAL BOLTS AND WELDS MAY BE TESTED AT THE OPTION OF THE CONFIGURATION ACCOMMODATES ALL EQUIPMENT, DUCTS, ETC. TESTING LAB REPRESENTATIVE. DEFECTIVE BOLTS OR WELDS SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL COST TO THE OWNER. TEMPORARY TRUSS BRACING SHALL BE INSTALLED IN ACCORDANCE WITH "RECOMMENDED DESIGN SPECIFICATIONS FOR TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES" (TPI-DSB) GALVANIZING: CONFORM TO ASTM STANDARDS A 123, A 386, AND A 153 AS APPLICABLE WHEREVER AND "COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING METAL PLATE SURFACES ARE INDICATED OR SPECIFIED TO BE GALVANIZED. GALVANIZE AFTER FABRICATION UNLESS CONNECTED WOOD TRUSSES" (TPI -HIB). INSTALL ALL WEB BRACING REQUIRED BY THE TRUSS DESIGNER. OTHERWISE INDICATED OR SPECIFIED. REPAIR ALL GALVANIZED COATINGS THAT BECOME DAMAGED IN TEMPORARY BOTTOM CHORD AND WEB BRACING SHALL REMAIN PERMANENTLY IN PLACE. THE BOTTOM HANDLING, TRANSPORTING, WELDING, OR BOLTING. MAKE THE REPAIRS BY APPLICATION OF A CHORD BRACING SHALL NOT EXCEED 10' SPACING FOR TRUSSES WHERE NO SHEATHING IS ATTACHED TO GALVANIZING REPAIR PAINT CONFORMING TO ASTM A 780. CLEAN ALL AREAS THAT ARE TO BE THE TRUSS BOTTOM CHORD OR WITH TRUSS BOTTOM FILLER. PROVIDE 2x4 LATERAL BRACING ® 36" REPAIRED; REMOVE SLAG FROM WELDS. APPLY REPAIR PAINT TO COLD SURFACES. UNDER PIGGYBACK TRUSSES. ALL BRACING SHALL BE NAILED WITH 2-16d NAILS TO TRUSSES. METAL DECK WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE STEEL AT TRUSSES REQUIRING HORIZONTAL WEB BRACING, PROVIDE 2x4 DIAGONAL BRACE (APPROX 45 DECK INSTITUTE (SDI) SPECIFICATIONS AND COMMENTARY FOR STEEL ROOF DECK", "SDI SPECIFICATIONS "SDI DEGREES) 0 20' MAXIMUM SPACING. NAIL THE TOP END OF DIAGONAL TO WEB OF TRUSS AT ROOF, AND COMMENTARY FOR COMPOSITE STEEL FLOOR DECK", SPECIFICATIONS AND COMMENTARY FOR "SDI NAIL MIDDLE OF DIAGONAL TO TRUSS WEB AT HORIZONTAL LATERAL BRACING LOCATION AND THE NON -COMPOSITE FLOOR DECK", AND CODE OF RECOMMENDED STANDARD PRACTICE FOR COMPOSITE BOTTOM END OF DIAGONAL TO BOTTOM OF WEB OF TRUSS AT CEILING. DECK, FORM DECK AND ROOF DECK CONSTRUCTION". LIGHT GAGE STEEL FRAMING ALL LIGHT GAGE STEEL WORK SHALL CONFORM TO AISI "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS" (LATEST EDITION). DESIGN OF LIGHT GAGE STEEL FRAMING IS BASED ON SECTION PROPERTIES AND STANDARD NOMENCLATURE AS DEFINED IN "STEEL STUD MANUFACTURERS ASSOCIATION (SSMA)-PRODUCT TECHNICAL FOOTING AND SLAB SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF INFORMATION, ICBO ESR -3064P." ALTERNATE MANUFACTURER'S FRAMING SIZE SHALL MEET THE MINIMUM THE GEOTECHNICAL REPORT FOR THE PROJECT PREPARED BY UNIVERSAL ENGINEERING SCIENCES (DATED SECTION PROPERTIES OF THE MEMBERS INDICATED ON THE DESIGN DRAWINGS. NOVEMBER 10, 2016), AND SHALL BE IN COMPLIANCE WITH APPLICABLE REQUIREMENTS OF GOVERNING THE LIGHT GAGE STEEL FRAMING SHOWN ON THE DRAWINGS IS DIAGRAMMATIC ONLY. MEMBER SIZE, AUTHORITIES HAVING JURISDICTION. CONFIGURATION, DETAILS AND CONNECTIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR'S LIGHT GAGE A GEOTECHNICAL TESTING AND INSPECTION FIRM SHALL BE EMPLOYED TO PERFORM A SOIL SURVEY FOR STEEL SPECIALTY FRAMING ENGINEER. LIGHT GAGE STEEL FRAMING SHOP DRAWINGS COMPLETE WITH SATISFACTORY SOIL MATERIALS, SAMPLING AND TESTING FOR QUALITY CONTROL AS PER THE CALCULATIONS, ARE TO BE SIGNED AND SEALED BY THE LIGHT GAGE STEEL SPECIALTY FRAMING RECOMMENDATIONS OF THE GEOTECHNICAL REPORT FOR THIS PROJECT. ALL EARTHWORK OPERATIONS ENGINEER AND SUBMITTED FOR REVIEW AND APPROVAL. ALL SUBMITTED LIGHT GAGE STEEL FRAMING SHALL BE PERFORMED TO THE SATISFACTION OF THE GEOTECHNICAL TESTING FIRM. SHOP DRAWINGS, WHICH ARE NOT SIGNED AND SEALED AND/OR REVIEWED BY THE GENERAL CONTRACTOR, SHALL BE REJECTED AND RETURNED TO THE GENERAL CONTRACTOR FOR RE -SUBMISSION. LIGHT GAGE STUD SHEAR AND BEARING WALLS HAVE BEEN DESIGNED BY THE EOR AND ARE DESIGNATED ON PLAN. ALTERNATE DETAILS SIGNED AND SEALED BY A DELEGATED LIGHT GAGE ENGINEER MAY BE SUBMITTED FOR REVIEW AND APPROVAL BY THE EOR. ALL LIGHT GAGE STEEL FRAMING SHALL BE DESIGNED IN ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS. ALL FRAMING MEMBERS SHALL BE FORMED FROM STEEL WITH A MINIMUM YIELD STRENGTH OF 33 KSI FOR 33 AND 43 MILL AND 50KSI FOR 54, 68, AND 97 MILL MATERIAL. ALL FRAMING SHALL BE GALVANIZED, ASTM924 COATING (MIN). SEE SCHED 2/SD707 FOR LOAD-BEARING STUDS MIN SIZES (INTERIOR AND EXTERIOR) ALL CONNECTIONS SHALL BE SCREWED OR WELDED. USE MINIMUM OF 4-#10 SCREWS AT EACH CONNECTION. POWER DRIVEN FASTENERS (PDF) SHALL COMPLETELY PENETRATE THE STRUCTURAL STEEL. ALL CONNECTIONS NOT SHOWN HEREIN, OR ANY DESIRED SUBSTITUTIONS SHALL BE ENGINEERED, DETAILED, SUBMITTED, AND SIGNED AND SEALED BY A REGISTERED ENGINEER IN THE STATE OF THE PROJECT. ALL WELDS SHALL BE TOUCHED UP WITH A ZINC -RICH PAINT. WALLS COMPOSED OF LIGHT GAGE STEEL STUDS SHALL HAVE LATERAL BRACING INSTALLED AT A MAXIMUM SPACING OF 48". SEE 7/SD708 FOR HORIZONTAL WALL BRIDGING INFORMATION WALL SHEATHING SHALL BE 7/16" MINIMUM APA RATED SHEATHING, EXPOSURE 1 WITH 24/16 SUPPLEMENTARY NOTES RE COPIED IN ANY FORM OR MANNER WrtF+Ou PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER MEANS TO AVOID WRITTEN AWHORIZATION OF ITS DESIONERAREATO EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. THE STRUCTURE SHOULD NOT BE CONSIDERED STABLE UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. MCVEIGH & MANGUM ENGINEERING, INC OR ANY OF ITS EMPLOYEES SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, bC PROCEDURES OR SEQUENCES FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. i:� VISUAL OBSERVATIONS OF THE STRUCTURAL SYSTEM BY MCVEIGH & MANGUM • ENGINEERING FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS Vm10 DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY THE INTERNATIONAL BUILDING CODE. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. NOT SHOWN ON THE STRUCTURAL DRAWINGS. ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT SHALL BE VERIFIED WITH EQUIPMENT PURCHASED BEFORE PROCEEDING WITH STRUCTURAL WORK AFFECTED. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS OF EXISTING /y STRUCTURE AND SITES THAT ARE AFFECTED BY NEW WORK BEFORE PROCEEDING WITH FABRICATION AND CONSTRUCTION. ^ , ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF AN ENGINEER REGISTERED IN THE STATE OF THE PROJECT. SHOP DRAWINGS AND SUBMITTALS SHOP DRAWING SUBMITTALS ARE ONLY REVIEWED FOR GENERAL CONFORMANCE WITH THE INFORMATION SHOWN ON THE CONSTRUCTION DOCUMENTS. THE GENERAL CONTRACTOR MUST REVIEW AND APPROVE THE SHOP DRAWINGS PRIOR TO THEIR SUBMITTAL TO THE ARCHITECT. SUBMITTALS WHICH DO NOT CONTAIN THE CONTRACTOR'S SHOP DRAWING STAMP SHALL BE RETURNED WITHOUT REVIEW. ANY REQUESTED CHANGES TO THE CONTRACT DOCUMENTS SHALL BE COMMUNICATED IN WRITING PRIOR TO SUBMITTING THE SHOP DRAWINGS AND CLOUDED ON THE SHOP DRAWINGS. SHOP DRAWINGS MUST BE SUBMITTED FOR ENGINEER'S REVIEW OF THE FOLLOWING ITEMS: (S/S = SIGNED & SEALED SHOP DRAWING WITH CALCS, SD = SHOP DRAWING FOR REVIEW ONLY) 1 • CONCRETE REINFORCING LAYOUT S/S ❑ SD ■ • CONCRETE CONSTRUCTION JOINT LAYOUT S/S ❑ SD ■ • MASONRY REINFORCEMENT LAYOUT S/S ❑ SD ■ • CONCRETE MIX DESIGNS S/S ❑ SD ■ • WOOD TRUSS SYSTEMS S/S ■ SD ❑� • WOOD STUD SYSTEMS S/S ❑ SD ■ El • STRUCTURAL STEEL S�S El SD ■ e� • STEEL CONNECTIONS S S SD ■ a • MISC STEEL FABRICATIONS S/S El SD ■\ • LIGHT GAGE METAL STUD SYSTEMS S/S ■ SD ❑ COMPLETE SHOP DRAWINGS FOR CONSTRUCTION OF EACH BUILDING COMPONENT NOT o �� DESIGNED BY THE DESIGN TEAM OF RECORD AND NOT SPECIFIED ON THE PROJECT CONSTRUCTION DOCUMENTS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT AND SHALL BE AVAILABLE AT THE JOB SITE DURING TIMES OF INSPECTION.IN SOME STRUCTURAL SYSTEMS ARE DEFINED AS VENDOR—DESIGNED COMPONENTS PER THE 1111 ��a �� STRUCTURAL DOCUMENTS. THESE ELEMENTS OF THE DESIGN ARE DEFERRED SUBMITTAL b� \��m �IS � COMPONENTS AND HAVE NOT BEEN PERMITTED UNDER THE BASE BUILDING APPLICATION. 1? VENDOR -DESIGNED COMPONENT SHOP DRAWINGS SHALL BE APPROVED BY THE 111\41-10 muralm. �a COMPONENT DESIGNER ENGINEER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF�� RECORD FOR LOADS IMPOSED ON THE BASE STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT 1 4 1 3 W N RN W 0 0 D e SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. SHOP WAYWAI A_ W� V-11 DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. THE CONTRACTOR SHALL SUBMIT THE STAMPED COMPONENT SYSTEM T ` DOCUMENTS TO THE BUILDING OFFICIAL FOR APPROVAL. FAX3 W VV W A 0 SRRHh' s ADDENDUM NO. 1 21 SEP 2018 M cVEIGH & MANGUM ENGINEERING•INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904)483-5200 Fax: (904)636-6770 CA 6330 email: mail@McVeighMangum.com Eng. of Record: Timothy R. Moore License No.: 80678 ig 0. 80678 ST OF - :,G�, ••�•.� WAP,.••' �,� ��• 'tr,aaruaauuueeer, THE/ DRAWINO, ITS DEMON CONCEPr AND IES DETAIL Al THE SOLE PROPERTY OF AO ARCHITECWRE, INC, AND THAI SPAN RATING. SHEATHING MAY BE ORIENTED VERTICALLY OR HORIZONTALLY FOR FLEXIBLE WALL FINISHES. SHEATHING MUST BE ORIENTED HORIZONTALLY FOR BRITTLE WALL FINISHES (STUCCO) GENERAL NOTES UNLESS STRUCTURAL 1 RATED SHEATHING OR 15/32" 5—PLY/5—LAYER PLYWOOD DINING OR 15/32" OSB IS USED. SD704 DINING HALL RE COPIED IN ANY FORM OR MANNER WrtF+Ou OAANOT WRITTEN AWHORIZATION OF ITS DESIONERAREATO _ DRAWN BY VO DATE X04 SEP 2018 PROJECT 16195 OHEET NO. SPAN RATING. SHEATHING MAY BE ORIENTED VERTICALLY OR HORIZONTALLY FOR FLEXIBLE WALL FINISHES. SHEATHING MUST BE ORIENTED HORIZONTALLY FOR BRITTLE WALL FINISHES (STUCCO) GENERAL NOTES UNLESS STRUCTURAL 1 RATED SHEATHING OR 15/32" 5—PLY/5—LAYER PLYWOOD DINING OR 15/32" OSB IS USED. SD704 DINING HALL LIGHTING FIXTURE SHEDULE - MAIN STREET 2017 FL BLDG CODE - ENERGY CONSERVATION 6TH EDITION C405.2 NO AUTOMATIC LTG CONTROLS WHERE IT MAY POSE A DANGER OR SECURITY THREAT TO OCCUPANTS FOR EXAMPLE: MECH RMS, ELEC RMS, MACHINE RMS, PATHS OF EGRESS, SECURITY DESK, KITCHEN, ETC. C405.2.3 NO DAYLIGHT RESPONSIVE CONTROLS FOR SPACES WITH LESS THAN 150 WATTS OF GENERAL LTG. CONTROL WIRES SHOWN ARE GENERIC POWER PACKS PPA (REF FINAL MANUFACTURER SELECTED INSTALLATION SPECS) AUTO (ON) -- 24VDC --- DWG ------------- -- ----------- - COMMON - - — - - SYMBOL ----------------� --CONTROLF--- I SELECTABLE I �� ------ RELAY PPM I I - AMBIENT LIGHT (WILL NOT TURN ON) 1 ' ; MANUAL (ON) ' - AUTO (OFF) 30 MINUTES MAX : 11 DWG - MANUAL (ON) OR AUTO (ON) 50 % MAX I I i SYMBOL CEILIING MTD OCCUPANCY SENSOR DUAL TECH LINE VOLTAGE f 277V/120V I( 1 2 3 WALL 0'JN ED MOMENTARY SWITCHES OS LOW VOLTAGE NEXT LIGHT DWG � I$LVM LIGHTS _ ` N SYMBOL DWG SYMBOL WALL MOUNTED LINE VOLTAGE & LOW VOLTAGE DIMMER H1 LINE VOLTAGE IMME LAMP DATA MVA THE COLE PROPERTY OF AS ARCHITECTURE, INC, AND MAL DE COPIED IN ANY FORM OR MANNER WTTHOv MARK DESCRIPTION MANFR CATALOG NUMBER MOUNTING NO. WATTS TYPE � Q 16195 LED CAN DOWNLIGHT 6" RECESSED EATON PD615 D01 OB 830 64V H WF C611) 1 15W 1500 L REFLCTR - SEMI -SPEC CLR, WHITE FLANGE, DIMMABLE HALO RECESSED 3000 K 7500L POLE EXTERIOR LIGHT (TYPE V -SQ DISTRBUTION) SUN VALLEY LCKM1 VLED-VSQ 80LED (350mA) WW PT PEA 1 90W LED SQUARE ALL AROUND PATTERN RAL 9005 T CPP POLE MTD 3000K WITH POLE'PEP' 7000L POLE EXTERIOR LIGHT (TYPE 111 DISTRBUTION) SUN VALLEY LCKM1 VLED-III 80LED (350mA) WW PT PEB 1 90W LED FORWARD PATTERN RAL 9005 T CPP POLE MTD 3000K WITH POLE 'PEP' 650L BOLLARD EXTERIOR SUN VALLEY B33CL CAP CPA IL 24LEDWW 120V RAL 9005 T PEE 1 28W LED PAD MTD 3000K POLE 14 FT AFG ALUMINUM KING LUMINAIRE KM72 RE 14 DR BK PEP N/A N/A WA DIRECT BURY CHANDELIER CUSTOM PERSCRIPTIVE X 500W TBD �11QQ .. ...:. PENDANT INTERIOR DESIGNER - FINE DINING PENDANT SHELLS CURREY & STILLWATER 9492 PENDANT PM2 8 30OW INCANDESCENT COMPANY BOTTOM OF FIXTURE INTERIOR DESIGNER - PRIVATE DINING 7'-6" AFF PENDANT CUSTOM PERSCRIPTIVE PENDANT 5 35W LED BOTTOM OF FIXTURE ` DINING / PUB 7'-00 AFF 7W INTERIOR DESIGNER - PENDANT FLUTED GLASS RODS ARTERIORS 89009 PM4 8 480W INCANDESCENT 31"H X 40-W NESSA PENDANT INTERIOR DESIGNER - MARKETPLACE COUNTER MATIN 7'-2" AFF NOT USED PMS PENDANT HAND CARVED ARTERIORS 86738 PENDANT PM6 1 1 150W INCANDESCENT 22" H x 22" DIA BOTTOM OF FIXTURE INTERIOR DESIGNER - MARKETPLACE COUNTER 6'-6" AFF PENDANT GARRISON ROUND ARTERIORS 44071 PM7 1 60W INCANDESCENT PENDANT INTERIOR DESIGNER - MARKETPLACE COUNTER PENDANT WROUGHT IRON AND WOOD BASTIAN 9000-0008 PENDANT @61-6', PMS 6 48W INCANDESCENT @7'-7',8'-9" AFF INTERIOR DESIGNER - MAIN ENTRY & CASUAL DINING 354L PER/FT ROPE LED TAPE - COVES (INDOOR DRY CONDITIONS) LUMINII LL54 RTV 1 4.5W LED ORDER WITH DIMMABLE DRIVERS SURFACE MTD PER FT 2900K 11i1.il(( _,;,,..... STRIP 4FT SEMI -FROSTED LENS CUTTING INCREMENT EVERY 1.3 INCHES STL 1 22W 3106L LED EATON METALUX 4SNLED-LD5-30SL-LN-UNV-L830 SURFACE MTD 3000 K 3886L TROFFER FLAT PANEL 2x4 EATON 24FP3830C9 TF4 1 40W LED METALUX RECESSED 3000K _ 2995L WALL BAR EGRESS LUNINAIRE LED AEL 36 36 3000K 127-277 DP BZH EMB310 WBE 1 30W LED WALL MOUNT 3000K ENTRANCE SAFE EXTERIOR EGRESS _ WALL SCONCE - DECORATIVE CURREY 5000-0076 PENDANT WM7 1 40W INCANDESCENT SAVIL BOTTOM OF FIXTURE INTERIOR DESIGNER - DINING 4'-6" AFF 400L WALL SCONCE DECORATIVE BOYD E10411 WM2 1 7.5W LED REGENT LATERN BLACKENED BRASS WALL MOUNT INTERIOR DESIGNER - EXTERIOR PERIMETER WALL SCONCE DECORATIVE 1 100W INCANDESCENT�Il.. Ikil" WALL MOUNT ...• ........ , . , . INTERIOR DESIGNER - EXTERIOR ENTRANCE _ EXIT SIGN - HIGH PRFILE EDGE LIT PRESTIGE LX LSNX 42 R M UA XC 1 1W LED SINGLE SIDED, CLEAR BACKGROUND X40 RECESSED CLG EXIT SIGN - HIGH PROFILE EDGE LIT PRESTIGE LX LSNX 43 R M UA XD 1 1W LED DOUBLE SIDED, MIRRORED BACKGROUND X40 RECESSED CLG EGRESS HEAD EMERGI-LITE DLM-2 XEG 2 1W LED ESCORT 2 SURFACE MTD EXIT SIGN - WITH EGRESS HEADS EMERGI-LITE ELXN400R-2LEDR XE2 2 1W LED ESCORT 2 SURFACE MTD 3177L WALLPACK FULL CUTOFF - EMERGENCY PACK EATON 1ST AF 450 LED E1 T4FT BZX P 7030 BBB XWPE 1 26W LED FORWARD THROW, INTEGRAL PHOTOCELL McGRAW EDISON SURFACE MTD 3000K CAST ALUMINUM HOUSING, GASKETED GLASS 2017 FL BLDG CODE - ENERGY CONSERVATION 6TH EDITION C405.2 NO AUTOMATIC LTG CONTROLS WHERE IT MAY POSE A DANGER OR SECURITY THREAT TO OCCUPANTS FOR EXAMPLE: MECH RMS, ELEC RMS, MACHINE RMS, PATHS OF EGRESS, SECURITY DESK, KITCHEN, ETC. C405.2.3 NO DAYLIGHT RESPONSIVE CONTROLS FOR SPACES WITH LESS THAN 150 WATTS OF GENERAL LTG. CONTROL WIRES SHOWN ARE GENERIC POWER PACKS PPA (REF FINAL MANUFACTURER SELECTED INSTALLATION SPECS) AUTO (ON) -- 24VDC --- DWG ------------- -- ----------- - COMMON - - — - - SYMBOL ----------------� --CONTROLF--- I SELECTABLE I �� ------ RELAY PPM I I - AMBIENT LIGHT (WILL NOT TURN ON) 1 ' ; MANUAL (ON) ' - AUTO (OFF) 30 MINUTES MAX : 11 DWG - MANUAL (ON) OR AUTO (ON) 50 % MAX I I i SYMBOL CEILIING MTD OCCUPANCY SENSOR DUAL TECH LINE VOLTAGE f 277V/120V I( 1 2 3 WALL 0'JN ED MOMENTARY SWITCHES OS LOW VOLTAGE NEXT LIGHT DWG � I$LVM LIGHTS _ ` N SYMBOL DWG SYMBOL WALL MOUNTED LINE VOLTAGE & LOW VOLTAGE DIMMER H1 LINE VOLTAGE IMME U �(0-10V)= MANUAL (OFF) LLD DWG SYMBOL TIMESWITCH, CLG MTD OCCUPANCY SENSOR, ETC H LIGHTS` LIGHTS N WALL MOUNTED OCCUPANCY SENSOR DUALTECH SELECTABLE - AMBIENT LIGHT ( WILL NOT TURN ON) - AUTO (OFF) 30 MINUTES MAX -AUTO(ON) LINE VOLTAGE AUTO (ON) NEXT LIGHT LIGHTS — — N PUBLIC SPACES 100% AUTO (ON) "` OS -ENTRANCES - LOBBIES DWG - CORRIDORS SYMBOL -RESTROOMS - STAIRWELLS LIGHTING CONTROL DIAGRAMS NOT TO SCALE PROVIDE UNSWITCHED HOT LEG TO ALL EXIT SIGNS, EMERGENCY EGRESS LIGHTING, AND NIGHT LIGHTS (NIL). M cVEIGH & MANGUM ENGINEERING°INC 9133 R.G. Skinner Parkway Jacksonville, Florida. 32256 Ph: (904) 483-5200 Fax: (904) 636-6770 CA 6330 email: mail@McVeighMangum.com Eng. of Record: Andrew M. May License No.: 73102 THII DRAWING, IA DESIGN CONCEPT AND IA DETAIL AR MVA THE COLE PROPERTY OF AS ARCHITECTURE, INC, AND MAL U �(0-10V)= MANUAL (OFF) LLD DWG SYMBOL TIMESWITCH, CLG MTD OCCUPANCY SENSOR, ETC H LIGHTS` LIGHTS N WALL MOUNTED OCCUPANCY SENSOR DUALTECH SELECTABLE - AMBIENT LIGHT ( WILL NOT TURN ON) - AUTO (OFF) 30 MINUTES MAX -AUTO(ON) LINE VOLTAGE AUTO (ON) NEXT LIGHT LIGHTS — — N PUBLIC SPACES 100% AUTO (ON) "` OS -ENTRANCES - LOBBIES DWG - CORRIDORS SYMBOL -RESTROOMS - STAIRWELLS LIGHTING CONTROL DIAGRAMS NOT TO SCALE PROVIDE UNSWITCHED HOT LEG TO ALL EXIT SIGNS, EMERGENCY EGRESS LIGHTING, AND NIGHT LIGHTS (NIL). M cVEIGH & MANGUM ENGINEERING°INC 9133 R.G. Skinner Parkway Jacksonville, Florida. 32256 Ph: (904) 483-5200 Fax: (904) 636-6770 CA 6330 email: mail@McVeighMangum.com Eng. of Record: Andrew M. May License No.: 73102 `! REV181 NC ADDENDUM NO. 1 21 SEP 2018 THII DRAWING, IA DESIGN CONCEPT AND IA DETAIL AR THE COLE PROPERTY OF AS ARCHITECTURE, INC, AND MAL DE COPIED IN ANY FORM OR MANNER WTTHOv ONOT OWRmEN AYTHORIZATION OF RD DEGIONERAREATOI c� op a ,rEE4 c0 DATE �5�04 SEP 2018 � Q 16195 w `! REV181 NC ADDENDUM NO. 1 21 SEP 2018 ELEC LIGHT FIXTURE SCHEDULE ED101 THII DRAWING, IA DESIGN CONCEPT AND IA DETAIL AR THE COLE PROPERTY OF AS ARCHITECTURE, INC, AND MAL DE COPIED IN ANY FORM OR MANNER WTTHOv ONOT OWRmEN AYTHORIZATION OF RD DEGIONERAREATOI �I DRAWN BY C� LW c0 DATE �5�04 SEP 2018 PROJECT 16195 SHEET NO, ELEC LIGHT FIXTURE SCHEDULE ED101 ._.._....... _........_._.._................_ { Ljj o i m O ; }ry ! tlr: O 6, O ti„'•i._ �',' `i I } tf}t j /i t`` rf F �I+ ' J• fr'r Z �"••,,,,,,,,,„,,,,••..,......_........_..-• ........---'” � I r is ))(( ) = t t r : � � f { r+t7 1 i In .,,,w•�w�•., .r'' i r '. 2 / r, r,. f; is /. i f } jrt f a ✓ f \ r i t fir.' .�t` / � rt' '� /` w! PSB' t ” t # 'i # 1 r - z t _ , _......_._ ...... / Lli L LLI } Ld Ld Vti }jfSil i t 3 } o `� 6OIA/3/3R FUSIBL L�4S(ONNECT ;' RRLN.' TND CONNEOT INTO z , 7I'� t GA ON WELL F4JIP o / ;'� { \~'} �\ PROVIDE 30A, 120/208V, 6 POLE AFTER NEW PRIMARY ROUTE TO EXISTING I {' ,,'i ` MANHOLE IS COMPLETED COORDINATE i t INSTA 6X12 JEA SUPPLIED , NHOLE c� {` CONTACTOR WITH 120V �' INTEI�CE T ISTIN PRIMARY, HEDULE WITH OWNER AND JEA TO DISCONNECT AND, 1 PEB 1 i C,�;,,(� TROL COIL. WIRE CONTROL 1 i ; �% WORK FOR BETWEEN 9PM ANQ,,.' M \ r SOIL TO 120V PHOTOCELL ON REMOVE EXISTING PRIMARY UNDER MAIN 1 l D>' f + p t i' �? t t _. w ! ' '' ' ', {ROOF FACING NORTH. STREET BUILDING, SCHEDULE WORK FOR l+ , 1 'l `\` `� / ;�, � % 1',," i BETWEEN 9PM AND 5AM. Ii l ', M2-43'45 7 i 1 ,t EXISTING JEA PRIMARY /, 'f : I O 1 \. 1 uj ' l I i N {f{`` ` it mfr: _ J �• l } i �. ' EX /'' i t 1 i , J ISTING JEA MANHOLE { IRRIGATION CONTROLLER €\ #{ ,i ' J iK ' f _ \ EXIS1"ING JEA PRIMARY LJ 3 4"I;, FOR PRIMARY fir' ..: TALL 6X12 JEA SUPPLIEDLd f {' , HOLE, SCHEDULE WORK , �r f !'t I I`t ' B R 13EETWEEN 9PM AND 5A M 5►TREET BLDG c r. 1 M 3 I ELEC SE SEC011It�?ARY I �,rREF POWER 'RSER �_._ ._\ NE CONSTRUCTION 3 f _......... ff s 1. 2 p ...................5; p•fl,•,....__. ._.._..._.......,?"' .::::::"rill ' _i }~_ wo � �.__.. UT1I_ITYXFMRREF / -i "j � b, l 'ELEC PWR RISER' / \ \ V) FOR PARTICULARS f _ 7,��1 i ' jF I jF:a 3 // // j € Qti om.-..::: f S i_--••„,_...� ".- p�0 Ln.'.` f �# :.--.._._... '`'' >!>' lr /� i 3 W :. \\ i /� O 3. 1 r{ M r , : •s ......... . t EB PEA -- _..._.._. ate;,. ----- j; F` :f /rf X %k3) 4"C FOR PRIMARY } �' ` _ �! -" INSTALL 6X12 JEA SUPPLIED `: ~~�' ... ........... !,. i _._,.__._ �. 4 MANHOLE SCHEDULE WORK' \ : w ~ ; % FOR BETWEEN 9PM AND 5AM p=% ............... +� IPTG-J� M7�IF10CE- �'E� � ..--- t - : r- " • f' PE�4....................._.............._. ,f •. =t: (3 4 C FOR PRIMARY - • r- , rf` _ E FIXTURE EXISTING JEA PRIMARYTY E p (TYPICAL Uf1;, 1,04 4 t ` ! .rf..-------•`-�._.�..._____.:.._......_..--`' � 1� `'\/t � # \. r PEA\ ! t �: / \ :: € : s� f f �.... G1-7 O .._3- .._.._....-'"`+ J / o j i �! ..... - .$='1.r L3 . Yv"'-'•.•. s` r� j \ �,.,.a� m �.... ''.1 r J \ yip :I fly \.._.....:.• N i �_jPEAG{� f; LO LLJ EXISTIN €; f 00 Lj:. •;I, ti \ \\\ i ! e - R d' � ':Iii: :. :.. • }---��r_......r.'. _i I I } PEA C) 711 i?\ — ! a.>,..e....�:.w::.6,.m.: .. ....... ".�::�::.� . ,! ' .... 1 i.—_.._,_ _.� I Ili •} ! . '- r> � 1, as :1 r} � � ! f : 3 w _w # j ye^.woo Y>. e 3 , d W : € -- a ..._.,._..._........._ i j/// /}jEv�- w11 ww / i I QLd r t it CD 04 LIJ IN i ........__..._...__. 9 t C 1 € i...._......:.......................................Sr 3 SKILLED NURSING BD G CL � €i I c O r _ EXISTING a Jill O -t. +, J w___ _.._...........__.. > ! ) �; #,ft w I "r t 01.a.} '_ � _.1_.�,�-"f �`-:�-.,:::-�.=:':':::::::�""" ;•W.�„::::::::.:::::::::.::::� Ili /s>>'', _.._.,��_.Y______.. ,' ,;} .-�"'� 3 w s I 1 _..._ E --_... r. rt i LO Of co � w El .i ' .....,._- ...............L....._._..........: I i } r I t } } �o i N N / OX U gam, COLEMAN BLDG EXI5TING f \\ FIELD MARKINGS WHITE PROPOSED EXCAVATION K TEMPORARY suR VEY MARKINGS RED ELEC PWR LINES, CABLES, CONDUITS YELLOW GAS, OIL, STEAM, PETROLEUM ORANGE COMMUNICATION, ALARM, SIGNAL BLUE POTABLE WATER PURPLE RECLAIMED WATER, IRRIGATION GREEN SEWER AND DRAIN LINES O# KEYED SITE PLAN NOTES 1. PROVIDE TO PAVILLION FROM MAIN STREET (2) 1” PVC CONDUIT WITH PULLWIRES AND GRADE FLUSH HANDHOLE. COORDINATE FINAL LOCATION WITH GENERAL CONTRACTOR. 2, PROVIDE NEUTRAL AND PHASE TO EACH LIGHT FIXTURE ALTERNATING PHASES EVERY FIXTURE. 3. PROVIDE ELECTRICAL CONNECTION TO GFI RECEPTACLE MOUNTED INSIDE OF FIBER CONVERTER ENCLOSURE. REFER TO TECHNOLOGY DRAWING DETAILS. 4. PROVIDE 1-1/4" SPARE CONDUIT FROM NEAR CENTER OF FUTURE FOUNTAIN TO 6" AWAY FROM OUTDOOR WP/GFI WHILE -IN -USE RECEPTACLE, STUB UP AND CAP BOTH ENDS, COORDINATE WITH FOUNTAIN MFR TO DETERMINE EXACT LOCATION OF CONDUIT STUB -UP UNDER FOUNTAIN. _..__ McVEIGH & MANGUM ENGINEERING - INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904)483-5200 Fax: (904)636-6770 CA 6330 email: mail@McVeighMangum.com Eng. of Record: Andrew M. May License No.: 73102 30'-0" ELEC SITE PLAN F I I < L, DIN NG I DUE TO SAFETY AND SECURITY OF OCCUPANTS NO AUTOMATIC LIGHTING CONTROLS SHALL BE ALLOWED IN MAIN KITCHEN OR DINING SPACES. GENERAL LIGHTING NOTES A. THE CONTRACTOR SHALL THOROUGHLY REVIEW THE PROJECT SITE TO ENSURE THAT ALL WORK WILL MEET OR EXCEED REQUIREMENTS. ANY ALLEGED DISCREPANCIES SHALL BE BROUGHT TO ENGINEER'S ATTENTION PRIOR TO SUBMITTING FOR BID. B. PROVIDE UNSWITCHED HOT LEG TO ALL EXIT SIGNS, EMERGENCY EGRESS LIGHTING, AND NIGHT LIGHTS (N/L). C. EACH DIMMER SHALL BE COORDINATED WITH THE FIXTURE/LAMP-TYPE AND INCLUDE A 100% OFF CAPABILITY. OKEYED LIGHTING PLAN NOTES 1. RECEPTACLES INSTALLED IN OFFICE SPACES SHALL HAVE 50% OF ALL OUTLETS AUTOMATICALLY CONTROLLED, 'OFFICE RECEPTACLES DETAIL' & POWER PLAN. 2. MECH EXHAUST FANS ARE CIRCUITED VIA AUTOMATIC OCCUPANCY SENSOR CONTROLS. 3. PROVIDE FIXTURE TYPE -PMI CHANDELIER WITH MOTORIZED WINCH. TO RAISE AND LOWER FOR RELAMPING AND MAINTENANCE. COORDINATE WITH OWNER'S GENERAL CONTRACTOR AND SUBMIT CUTSHEET TO ENGINEER OF RECORD FOR FINAL REVIEW AND CIRCUITING. 4. FOR FUTURE ACCESS LOCATE POWER PACKS & ROPE LED DRIVERS FOR EACH BATHROOM IN UTILITY ROOM ON WALL WITH LABEL "MENS POWER PACK", "WOMENS POWER PACK", "MENS LED ROPE", & "WOMENS LED ROPE". 5. POSSIBLE INCANDESCENT / LED LAMPS. DIMMER - FIELD VERIFY LAMPS AND PAIR WITH PROPER DIMMER TYPE. 6. MOUNT LED TAPE UNDER COUNTER AND COORDINATE LOCATION OF DRIVER TO BE SCREENED FROM PUBLIC VIEW. M cVEIGH & MANGUM ENGINEERING -INC 9133 R.G. Skinner Parkway Jacksonville, Florida. 32256 Ph: (904) 483-5200 Fax: (904) 636-6770m CA 6330 email: mail@McVeighMangu.com Eng. of Record: Andrew M. May License No.: 73102 1414 WNOERWOOO AVE. WAY'W,ATOIA, W 01113 4 1 4.4 S 1 s3 12 1 TEL A 1#. 4 S 1 ,ODS 1 F A X 'WW,AOA .4 H.CO ADDENDUM NO. 1 21 SEP 2018 w�aS`J�C"j\tea. prw�®.ay,,oawww,,q`rt0q T{V� �fy any 7 a r is No.7 1 r" e STA 6 F 4. e 4 A' rrr, fir. �sn�.s► ka,��. r,!x` CTIB'91�AT{� '73 {� ��y3p ¢¢ }� L THIS ORAWING, rd DESIGN CONCEPT AND M DETAIL ARE THE $OLE PROPERTY OF AO ARCHITECTURE, INC. AND SHALL NOT SE COPIED IN ANY FORM OR MANNER WTTHOW ® WRTTTEN AUTHORIZATION OF FFS DE$IONEMREATOR DRAWN BY LW �*� DATE ��t04 SEP 2018 PROJECT 16195 SHEET NO. 1/8"- V-0" ELEC LIGHTING PLAN ED201 DINING HALL _..._._...._...._...___.....Y...._............._............_. _. 1=Lt A. D'ID GENERAL POWER PLAN NOTES A. THE CONTRACTOR SHALL THOROUGHLY REVIEW THE PROJECT SITE TO ENSURE THAT ALL WORK WILL MEET OR EXCEED REQUIREMENTS. ANY ALLEGED DISCREPANCIES SHALL BE BROUGHT TO ENGINEER'S ATTENTION PRIOR TO SUBMITTING FOR BID. B. PRIOR TO ROUGH -IN COORDINATE WITH GENERAL CONTRACTOR/ARCHITECT/ARCHITECTURAL PLANS/ELEVATIONS TO VERIFY MOUNTING HEIGHTS OF POWER/DATA OUTLETS. C. PROVIDE PHENOLIC ENGRAVED LABELS FOR ALL ELECTRICAL GEAR MDP, PANEL_BOARDS, TRANSFORMERS, DISCONNECTS, ETC. D. MECH LOCATIONS ARE'ONLY APPROXIMATE', REFERENCE MECH PLANS FOR ACTUAL LOCATIONS. REFERENCE ELEC PANEL SCHEDULES FOR CONDUCTOR & CONDUIT SIZES. E. MECH VAV UNITS HAVE FACTORY INSTALLED NON-FUSED DISCONNECT. F. MECH RTU UNITS HAVE GFI SERVICE RECEPTACLES AND SINGLE -POINT POWER CONNECTION WITH FACTORY INSTALLED NON-FUSED DISCONNECT. O KEYED POWER PLAN NOTES: 1. RECEPTACLES INSTALLED IN OFFICE SPACES SHALL HAVE 50% OF ALL OUTLETS AUTOMATICALLY CONTROLLED, REFERENCE 'OFFICE RECEPTACLES DETAIL' & LIGHTING PLAN. 2. MECH FACTORY INSTALLED DISCONNECT EXHAUST FANS ARE CIRCUITED VIA OCCUPANCY SENSOR CONTROL. 3. MECH DUCTLESS SPLIT MANUFACTURERS RECOMMEND OUTDOOR UNIT FEEDER TO INDOOR UNIT HAVE NO SPLICES OR DISC AT INDOOR UNIT. OUTDOOR UNITS FEED INDOOR UNITS REF ROOF PLAN. 4. COORDINATE WITH FIRE PIT CONTRACTOR AND PROVIDE POWER TO LOW VOLTAGE IGNITER CONTROL BOX AND CONDUIT WITH PULLWIRE TO FIRE PIT IF REQUIRED. 5. FIELD VERIFY OWNER FINAL WINDOW SHADE SELECTIONS VOLTAGE AND WATTAGE REQUIREMENTS PRIOR TO ROUGH -IN. 6. PROVIDE 1-1/4" SPARE CONDUIT FROM NEAR CENTER OF FUTURE FOUNTAIN TO 6" AWAY FROM OUTDOOR WP/GFI WHILE -IN -USE RECEPTACLE, STUB UP AND CAP BOTH ENDS. COORDINATE WITH FOUNTAIN MFR TO DETERMINE EXACT LOCATION OF CONDUIT STUB -UP UNDER FOUNTAIN. 7. WIRE TO LINE -VOLTAGE THERMOSTAT. REFER TO MECHANICAL FOR EXACT LOCATION. M cVEIGH & MANGUM ENGINEERING• INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904) 483-5200 Fax: (904) 636-6770 CA 6330 email: mail@McVeighMangum.com Eng, of Record: Andrew M. May License No.: 73102 3 1414 UNDE:RW OD AVE, WAU ATOSA, WI ERSTR AT�TsAOTaOO} �A:� WWW ARC13,ROM ! REVIOION$ ADDENDUM NO. 1' 21 SEP 2018 i j .. i, 1 I 0 00THIS DRAWIND, TTI INION CONCEPT AND TTI DETAIL ARE THE IOU PROPERTY OF AD ARCHITECTURE, INC. AND (HALL NOT BE COPIED IN ANY FORM OR MANNER WTTHOW WRRTEN AWHORIZATION OF RI DEIIONE"REATOR \I�PRAWN BY %-0 Lw N E 04 SEP 2018 PROJECT 16195 OHEET NO. V-0" ELEC POWER PLAN ED202 C W W V 4� GQ V 4_j r a 3 1414 UNDE:RW OD AVE, WAU ATOSA, WI ERSTR AT�TsAOTaOO} �A:� WWW ARC13,ROM ! REVIOION$ ADDENDUM NO. 1' 21 SEP 2018 i j .. i, 1 I 0 00THIS DRAWIND, TTI INION CONCEPT AND TTI DETAIL ARE THE IOU PROPERTY OF AD ARCHITECTURE, INC. AND (HALL NOT BE COPIED IN ANY FORM OR MANNER WTTHOW WRRTEN AWHORIZATION OF RI DEIIONE"REATOR \I�PRAWN BY %-0 Lw N E 04 SEP 2018 PROJECT 16195 OHEET NO. V-0" ELEC POWER PLAN ED202 JBOX (TYP) 1/2" THREADED RIGID GALV CONDUIT (TYPICAL) SEALED ROOF PENETRATION SECURE 18"AFF ROOFTOP) RECEPTACLE W/ IN -USE COVER DETAIL NOT TO SCALE O(ROOFTOP) DETAIL NOTES: NEC 210.63 HEATING, AIR CONDITIONING, AND REFRIG EQUIP OUTLET. A 125 VOLT, SINGLE-PHASE, 15 OR 20 AMPERE RATED RECEPTACLE OUTLET SHALL BE INSTALLED AT AN ACCESSIBLE LOCATION FOR THE SERVICING OF HEATING, AIR CONDITIONING, AND REFRIG EQUIP. THE RECEPTACLE SHALL BE LOCATED ON THE SAME LEVEL AND WITHIN 7.5 M (25 FT) OF THE HEATING, AIR CONDITIONING, AND REFRIG EQUIP. THE RECEPTACLE OUTLET SHALL NOT BE CONNECTED TO THE LOAD SIDE OF THE EQUIP DISCONNECTING MEANS. 2. NEC 406.8 (B) CAST ALUMINUM WP JUNCTION BOX, RECEPTACLE, WITH WP IN -USE ALUMINUM RECEPTACLE COVER HUBBELL TYPE #WP -8M OR SUBMITTED AND ENGINEER APPROVED EQUAL. MOUNT RECEPTACLE WHERE IT WILL NOT BLOCK ANY ACCESS OR BE OBTRUSIVE TO MAINTENANCE OF MECH EQUIPMENT. 3. SECURE WITH UNISTRUT AS REQUIRED TO ACHIEVE PROPER RIGIDITY AT RECEPTACLE. GENERAL POWER NOTES A. THE CONTRACTOR SHALL THOROUGHLY REVIEW THE PROJECT SITE TO INSURE THAT ALL WORK WILL MEET OR EXCEED REQUIREMENTS. ANY ALLEGED DISCREPANCIES SHALL BE BROUGHT TO ENGINEER'S ATTENTION PRIOR TO SUBMITTING FOR BID. B. PRIOR TO ROUGH -IN COORDINATE WITH GENERAL CONTRACTOR/ARCHITECT/ FOOD SERVICE PLANS/ELEVATIONS TO VERIFY MOUNTING HEIGHTS OF POWER/DATA OUTLETS. C. PROVIDE PHENOLIC ENGRAVED LABELS FOR ALL ELECTRICAL GEAR MDP, PANELBOARDS, TRANSFORMERS, DISCONNECTS, ETC. D. MECH LOCATIONS ARE 'ONLY APPROXIMATE', REFERENCE MECH PLANS FOR ACTUAL LOCATIONS. REFERENCE ELEC PANEL SCHEDULES FOR CONDUCTOR & CONDUIT SIZES. E. MECH RTU UNITS HAVE GFI SERVICE RECEPTACLES AND SINGLE -POINT POWER CONNECTION WITH FACTORY INSTALLED NON-FUSED DISCONNECT. OKEYED ROOF PLAN NOTES 1. CIRCUIT VIA HOOD CONTROL PANEL IN KITCHEN AREAS BELOW. VERIFY WITH HOOD MANUFACTURER THAT DISCONNECTS ARE INTEGRAL FACTORY INSTALLED WITH EQUIPMENT. 2. #A100 FOOD SERVICE REMOTE REFRIGERATION UNIT LOCATION IS FOR 'REFERENCE ONLY' SEE MECHANICAL DRAWINGS FOR FINAL LOCATION. 3. #A100 FOOD SERVICE REMOTE REFRIGERATION UNIT HAS MULTIPLE REFRIGERATION AND LOW VOLTAGE WIRING FROM UNIT TO INDIVIDUAL REFRIGERATION EQUIPMENT IN KITCHEN AREAS. 0 M cVEIGH & MANGUM ENGINEERING- INC 9133 R.G. Skinner Parkway Jacksonville, Florida. 32256 Ph: (904) 483-5200 Fax: (904) 636-6770 CA 6330 email: mail@McVeighMangam.com Eng, of Record: Andrew M. May License No.: 73102 1/811 = 1'-0" ELEC ROOF PLAN DRAWN BY LW Lo TE va SEP 2 PROjECr 16195 MEET ND. ED MECH EQUIP JBOX (TYP) (Da ' 1/2" THREADED RIGID GALV CONDUIT 1 :...:w .... , (TYPICAL) ..... .i SEALED ROOF \........ PENETRATION \ � _._ , SECURE(3 - 18"AFF ROOFTOP) RECEPTACLE ED203 W/ IN -USE COVER DETAIL NOT TO SCALE O(ROOFTOP) DETAIL NOTES: 1. NEC 2.10.63 HEATING, AIR CONDITIONING, AND REFRIG EQUIP OUTLET. A 125 VOLT, SINGLE-PHASE, 15 OR 20 AMPERE RATED RECEPTACLE OUTLET SHALL BE INSTALLED AT AN ACCESSIBLE LOCATION FOR THE SERVICING OF HEATING, AIR CONDITIONING, AND REFRIG EQUIP. THE RECEPTACLE SHALL BE LOCATED ON THE SAME LEVEL AND WITHIN 7.5 M (25 FT) OF THE HEATING, AIR CONDITIONING, AND REFRIG EQUIP. THE RECEPTACLE OUTLET SHALL NOT BE CONNECTED TO THE LOAD SIDE OF THE EQUIP DISCONNECTING MEANS. 2. NEC 406.8 (B) CAST ALUMINUM WP JUNCTION BOX, RECEPTACLE, WITH WP IN -USE ALUMINUM RECEPTACLE COVER HUBBELL TYPE #WP -8M OR SUBMITTED AND ENGINEER APPROVED EQUAL. MOUNT RECEPTACLE WHERE IT WILL NOT BLOCK ANY ACCESS OR BE OBTRUSIVE TO MAINTENANCE OF MECH EQUIPMENT. 3. SECURE WITH UNISTRUT AS REQUIRED TO ACHIEVE PROPER RIGIDITY AT RECEPTACLE. GENERAL POWER NOTES A. THE CONTRACTOR SHALL THOROUGHLY REVIEW THE PROJECT SITE TO INSURE THAT ALL WORK WILL MEET OR EXCEED REQUIREMENTS. ANY ALLEGED DISCREPANCIES SHALL BE BROUGHT TO ENGINEER'S ATTENTION PRIOR TO SUBMITTING FOR BID. B. PRIOR TO ROUGH -IN COORDINATE WITH GENERAL CONTRACTOR/ARCHITECT/ FOOD SERVICE PLANS/ELEVATIONS TO VERIFY MOUNTING HEIGHTS OF POWER/DATA OUTLETS. C. PROVIDE PHENOLIC ENGRAVED LABELS FOR ALL ELECTRICAL GEAR MDP, PANELBOARDS, TRANSFORMERS, DISCONNECTS, ETC. D. MECH LOCATIONS ARE 'ONLY APPROXIMATE', REFERENCE MECH PLANS FOR ACTUAL LOCATIONS. REFERENCE ELEC PANEL SCHEDULES FOR CONDUCTOR & CONDUIT SIZES. E. MECH RTU UNITS HAVE GF] SERVICE RECEPTACLES AND SINGLE -POINT POWER CONNECTION WITH FACTORY INSTALLED NON-FUSED DISCONNECT. OKEYED ROOF PLAN NOTES 1. CIRCUIT VIA HOOD CONTROL PANEL IN KITCHEN AREAS BELOW. VERIFY WITH HOOD MANUFACTURER THAT DISCONNECTS ARE INTEGRAL FACTORY INSTALLED WITH EQUIPMENT. 2. #A100 FOOD SERVICE REMOTE REFRIGERATION UNIT LOCATION IS FOR �+' REFERENCE ONLY' SEE MECHANICAL DRAWINGS FOR FINAL LOCATION. 4y^�.s CIE- 3. #A100 FOOD SERVICE REMOTE REFRIGERATION UNIT HAS MULTIPLE` REFRIGERATION AND LOW VOLTAGE WIRING FROM UNIT TO INDIVIDUAL a No. 31 ta E REFRIGERATION EQUIPMENT IN KITCHEN AREAS. STA, �p F °• \ A, GG V r +IX A 4 .af'�oybama IRImO®bv`�Ft�'y, W�ENEOt"UT � i i THII DRAWING, N: DEMON CONCEPT AND 111 DETAIL ARE j THE IDLE PROPERTY OF AS ARCHITECT>+RE, INC. AND 1. i ®w NOT RE COPIED IN ANY FORM OR MANNER WrrHONT WRITTEN AYTHORIZATION OF RI DE/IONERAREATOR DRAWN BY C LW OTE SEP 2018 PROJECT 16195 /HEFT NO, � $4;4 WNDERWOOD AVEe WAUW,ATOSA, € SS11 414,411 3133 TEL A 9 A s o F m o n s l F A X W W 3d4 , A .A R C,H. C O M RE;,+ MONR MNEIGH & MANGUM ENGINEERING -INC 9133 R.G. 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"`�. `� F: ` r , , ff/ M100 M5n5 J -BOX FLUSH IN WALL (WEATHER -TIGHT) FOR `'� ,' M 1-20 t_ t=''� \�`� f, EXTENSION TO FUTURE VERANDA t a �1 to COOKLINE. PROVIDE (2)1"CBACK TOPANEL�JBOX t �€ _i•t 11$t f"rr` G1 FOR FUTURE CIRCUITING. FUTURE M 102.3 \ COOKLINE CONNECTIONS ARE SHOWN IN LIGHT LINE -TYPE FOR INFORMATION ONLY. r'r f`, �Rs; _va-25 REFER TO SHEETS ED205 & ED206 OR FOOD SERVICE EQUIP SCHEDULES 3 �� M302 M301 M2-23 — f M2 -21 M60 M2-19 M3 M2-17 F M600 EC80 EC80 ) GENERAL FOOD SERVICE SCHEDULE NOTES A. FOOD SERVICE EQUIPMENT LOCATIONS WERE DERIVED FROM FOOD SERVICE CONTRACTORS CURRENT DRAWINGS AS OF 2018-08-20. ACCURACY OF EQUIPMENT LOCATIONS AND CHANGES WILL FROM THIS DATE FORWARD BE RESPONSIBILITY OF FOOD SERVICE CONTRACTOR AND OWNER TO COMMUNICATE WITH OTHERS. B. THE ELEC CONTRACTOR SHALL THOROUGHLY REVIEW THE OWNER'S FOODSERVICE CONTRACTORS DRAWINGS TO INSURE THAT ALL WORK WILL MEET OR EXCEED REQUIREMENTS. ANY ALLEGED DISCREPANCIES SHALL BE BROUGHT TO ENGINEER'S ATTENTION PRIOR TO SUBMITTING FOR BID. C. ALL'COMMERCIAL KITCHEN AREAS' SHALL REQUIRE STAINLESS STEEL METAL FACEPLATES FOR POWER] TELECOM OUTLETS BUT NOT INSIDE CABINETRY, REFER TO FOOD SERVICE ELEVATIONS b40 AND COORDINATE LOCATIONS WITH ALL OTHER DISCIPLINES PRIOR TO ROUGH -IN. D. GROUND FAULT PROTECTION FOR PERSONNEL: NEC 210.8 (B) OTHER THAN DWELLING UNITS. ALL 125V, SINGLE PHASE, 15 AND 20A RECEPTACLES INSTALLED IN LOCATIONS SPECIFIED IN (1) THRU (8) SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL: (1) BATHRMS, (2) KITCHENS, (3) ROOFTOPS, (4) OUTDOORS, (5) SINKS- WHERE RECEPT IS WITHIN 6FT OF OUTSIDE r� EDGE, (6) INDOOR WET LOCATIONS, (7) LOCKER ROOMS WITH SHOWERING FACILITIES, (8) GARAGES. KEYED FOOD SERVICE PLAN NOTES 0 1. OWNER CONDENS R T REQUESTED REMOTE REFRIGERATION Y Q O S O MINIMIZE ANNOYING SOUNDS BY C� LOCATING ON ROOF IN #A100. FOOD SERVICE CONTRACTOR TO RUN REFRIGERATION AND LOW VOLTAGE LINES BETWEEN UNITS. PROVIDE CONDUIT WITH PULLWIRE IF REQUIRED. r -i 2. FOOD SERVICE ISLAND EQUIPMENT MANUFACTURER IS SUPPLIER OF PANEL -M407.2 WHICH FEEDS ISLAND EQUIPMENT WITH ELECTRICAL. ELECTRICAL CONTRACTOR TO MAKE ALL FINAL ELEC �, • r•� CONNECTIONS TO FOOD SERVICE EQUIPMENT. C) OWNER'S FOOD --' — SERVICE DESIGNER'S I CONTACT DATA IS AS I FOLLOWS: Krista Riley Project Manager & Designer SCOPOS Hospitality Group 300 W Chestnut Street, Ste 201 M Ephrata, PA, 17522 -'-"" P: 717.733.5810 EX 16 I M: 717.575.2953 E: krilev@scoposhq.com 1/4 If 11.011 :_POWE R G PN' L -M2 rP_mntP_ remote 2 'I 1414 UNDERWOOD AVE, WAUWATOSA, W€ 63116 41 R 43 I aa' O 1 TEL I a Pi i ADDENDUM NO. 1 21E S P 2018 I 1 ``,%' AR KE VERANDA afew M, 4" M CVEIGH & MANGUM ENGINEERING•INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904) 483-5200 Fax: (904) 636-6770 CA 6330 email: mail@McVeighMangurn.com Eng. of Record: Andrew M. May License No.: 73102 ELEC KITCHEN EQUIPMENT PLAN ED204 DINING HALL ,geL9Y9y `�V d ��i ZEN i v f e s No. ! 31 e f71.:° fF � s E OF e .S9E1� e� 44 - •�e �6 s , Fi �� p� o' RI m�� Fla E THI/ DRAWINO, III RESIGN CONCEPT AND M CET, THE IDLE PROPERTY OF AO ARCHITECIHRE, INC. ANI D NOT IE COPIED IN ANY FORM OR MANNER WI WRITTEN AYTHORTZATION OF RR DELONER/CR PRAWN BY 00, LW PATE `04 SEP 2018 PROJECT 16195 SHEET NO. ELEC KITCHEN EQUIPMENT PLAN ED204 DINING HALL ....-.-.--_._.. LEGEND €ED DUPLEX ISOLATED GROUND 'OS SYSTEM AT 18"AFF. ED DUPLEX ISOLATED GROUND IGITAL SIGNAGE HEIGHT TO BE IED. ED RECEPTACLE OUTLETS, DISCONNECTS AS REQUIRED BY IRER. ED FIRE ALARM STATION JBOX, ULLWIRE. ED JBOX, CONDUIT, AND ELD VERIFIED WITH EQUIPMENT. 4BERING KEY SERIES CATEGORY 300 BY VENDOR 400 MILLWORK 500 SMALLWARES 600 ELECTRICAL 700 PLUMBING 100 tCATEGORY CE SYMBOLS & VIATIONS 'TACLE kCLE (ENIENCE RECEPTACLE 1 PULL STATION ELECTRICAL CONNECTION 'OGLER/FREEZERS 'ION FROM ROUGH -IN 'ME NT CONTRACTOR TIGG'J _..._____ _.__- ._,_...._ remote GENERAL FOOD SERVICE SCHEDULE NOTES A. FOOD SERVICE EQUIPMENT LOCATIONS WERE DERIVED FROM FOOD SERVICE CONTRACTORS CURRENT DRAWINGS AS OF 2018-08-20. ACCURACY OF EQUIPMENT LOCATIONS AND CHANGES FROM THIS DATE FORWARD BE RESPONSIBILITY OF FOOD SERVICE CONTRACTOR AND OWNER' COMMUNICATE WITH OTHERS. B. THE ELEC CONTRACTOR SHALL THOROUGHLY REVIEW THE OWNER'S FOODSERVICE CONTRACT DRAWINGS TO INSURE THAT ALL WORK WILL MEET OR EXCEED REQUIREMENTS. ANY ALLEGED DISCREPANCIES SHALL BE BROUGHT TO ENGINEER'S ATTENTION PRIOR TO SUBMITTING FOR BIL C. ALL 'COMMERCIAL KITCHEN AREAS' SHALL REQUIRE STAINLESS STEEL METAL FACEPLATES FOR POWER/ TELECOM OUTLETS BUT NOT INSIDE CABINETRY. REFER TO FOOD SERVICE ELEVATION,' AND COORDINATE LOCATIONS WITH ALL OTHER DISCIPLINES PRIOR TO ROUGH-IN. j t i ;• a€ ;€ N _. is . _,. a D. NEL: NEC 210.8 (B) OTHER THAN DWELLING UNITS. y .. it / a t 1 } / ,� _... 125VUSIDNGLE HASOTE5 ANDD OOA RECEPOTACLES INSTALLED IN LOCATI i 1 _ € r \ E \ '' (j W € 1 E ONS SPECIFIED IN 1THRlI I---- — --- I-- —�- € , s I i SHALL HAVE GROUND -FAULT CIRCUIT -INTER € : r ( ) €, PROTECTION FOR PE t \ E , \ _ / \ t \ o a ! E Y € 2 KI NEL: (1) BA , , ,i,� ,', !: ,$ � .... PERSONNEL: THRM OFFICE I },� 1 \ I , \ r I!' \ t \ i ( r \ _ _ \ ._' \ %` r,` \ \ c ::.,..;, .. () KITCHENS (3) ROOFTOPS, 4 OUTDOOR R UPTER it j } } .. � f � � � — � — _ s � _ c, � yf._ _. _____: E, \ _ _._ __. 1 �', _ � � d r � I II j I 'ry � K1-4 � EDGE () S, (5) SINKS- WHERE RECEPT IS WITHIN 6FT OF OUTSI[ 1 , _._... __......_................................_`�E , m, �� - _ x: ` (6) INDOOR WET LOCATIONS _ _ " " _ �; }€ __ _ - ...: LOCKER ROOMS WITH SHOWERING FACILITIES 8 GARAG I E _ (7) c —_ K1-11 .", -, remote E O ,.,, remote c6o i ; ! 0i 1 CL_E__ K1-15� w M _ K139 K111 K111.1 t cso ._ x 6 _...._..._...__............. i; € E I L W } Y E ,..... :....� ._.. a€ e K1-8 O FOOD SERVICE PLAN NOTES } K114.1 I � # KEYED (ROOF- \\ J ., ROOF � , ..a._ E r 1t r ; I' ,} , I; \ K1 _1 O 1. OWNER REQUESTED REMOTE REFRIGERATION CONDENSORS TO MINIMIZE ANNOYING SOUNDS B K304 I' #A11 LOCATING ON ROOF IN E: t }, € 4A100. FOOD SERVICE CONTRACTOR TO RUN REFRIGERATION AND LOW ! K1-9 ; € , ` ! / , ' #A110 x �_ __,W K303 VOLTAGE LINES BETWEEN e if K111.3 i ` i a \ € -12 N UNITS. PROVIDE CONDUIT WITH PULLWIRE IF REQUIRED._. x 11 \ € " 2. FOOD SERVICE ISLAND E i UIPMENT MANUFACTURER IS .. ... .......____......---,..._.._.._._...._,..._..............._..E. �,........._........_...._.............__.,.,.. � ,;.. �_..._............___.............................__......�_. } SUPPLIER OF PANEL -M407.2 W � i :. , . "� �---' .-� �>-� I" E`--____.��:•W•___.-�:-._._..._.....___...._._.._....,:.�-'----._.....�_ ...__....... �..�-:�.� _..._.. .._._.........__. _... .._..__._ .-'•--�'s FEED, �-r .__. _ ,. _.- ._ ,.. • W _._z......_.._ �'-_..__� ".._.'"\ ISLAND EQUIPMENT WITH ELECTRICAL ELECT CAL CONTRACTOR TO MAKE ALL FINAL ELEC _...I.. ? i ~~ ;r K142 I S TO FOOD SERVICE EQUIPMENT. r `�\ I ..........._.._. t.........--_.._. ._....,,..._�........� `. r 3; 1 CONNECTION tit r -N N €lit i _.. : µE CD Y € E — O co E p €€ m -_ - rn ai rn N ; r _. __ _ , Ei � � _..�.._ OWNER'S FOOD W - - - Y _ Y M 1 _— -_-._...__.........._.__ _ . _ C E DESIGNER S C:) K144�?--K29 K2 -12_._K153.2 JBO _.... _.. JBOX- CON IS AS } -'' -- > - ' ill - €- .... _ 1153.1 .' !EC \`� ._ 3� a i : :3 , 60 it ; ; K214 '. � 86.3 � K144 E:1 € C + :? 3Krista Riley n ... 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LIGHT LINE -TYPE FOR INFORMATION ONLY. \i' IM j`• ' M2-25 REFER TO SHEETS ED205 & ED206 FOR FOOD SERVICE EQUIP SCHEDULES M302 M2-23 E M301 cBo M2-21 r , M60r M2-1 9 EC80u s M2-17 GENERAL FOOD SERVICE SCHEDULE NOTES A. FOOD SERVICE EQUIPMENT LOCATIONS WERE DERIVED FROM FOOD SERVICE CONTRACTORS CURRENT DRAWINGS AS OF 2018-08-20. ACCURACY OF EQUIPMENT LOCATIONS AND CHANGES WILL FROM THIS DATE FORWARD BE RESPONSIBILITY OF FOOD SERVICE CONTRACTOR AND OWNER TO COMMUNICATE WITH OTHERS. B. THE ELEC CONTRACTOR SHALL THOROUGHLY REVIEW THE OWNER'S FOODSERVICE CONTRACTORS DRAWINGS TO INSURE THAT ALL WORK WILL MEET OR EXCEED REQUIREMENTS. ANY ALLEGED DISCREPANCIES SHALL BE BROUGHT TO ENGINEER'S ATTENTION PRIOR TO SUBMITTING FOR BID. C. ALL'COMMERCIAL KITCHEN AREAS' SHALL REQUIRE STAINLESS STEEL METAL FACEPLATES FOR POWER/ TELECOM OUTLETS BUT NOT INSIDE CABINETRY. REFER TO FOOD SERVICE ELEVATIONS b4O AND COORDINATE LOCATIONS WITH ALL OTHER DISCIPLINES PRIOR TO ROUGH -IN. D. GROUND FAULT PROTECTION FOR PERSONNEL: NEC 210.8 (B) OTHER THAN DWELLING UNITS. ALL rWIM4 N SPECIFIED IN 1 THRU 8 125V, SINGLE PHASE, 15 AND 20A RECEPTACLES INSTALLED IN LOCATIONS S () () � SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL: (1) BATHRMS, (2) KITCHENS, (3) ROOFTOPS, (4) OUTDOORS, (5) SINKS- WHERE RECEPT IS WITHIN 6FT OF OUTSIDE EDGE, (6) INDOOR WET LOCATIONS, (7) LOCKER ROOMS WITH SHOWERING FACILITIES, (8) GARAGES. OKEYED FOOD SERVICE PLAN NOTES 1. OWNER REQUESTED REMOTE REFRIGERATION CONDENSORS TO MINIMIZE ANNOYING SOUNDS BY LOCATING ON ROOF IN #A100. FOOD SERVICE CONTRACTOR TO RUN REFRIGERATION AND LOW VOLTAGE LINES BETWEEN UNITS. PROVIDE CONDUIT WITH PULLWIRE IF REQUIRED. 2. FOOD SERVICE ISLAND EQUIPMENT MANUFACTURER IS SUPPLIER OF PANEL -M407.2 WHICH FEEDS ISLAND EQUIPMENT WITH ELECTRICAL. ELECTRICAL CONTRACTOR TO MAKE ALL FINAL ELEC CONNECTIONS TO FOOD SERVICE EQUIPMENT. Vr/ OWNER'S FOOD SERVICE DESIGNER'S r CONTACT DATA IS AS r I FOLLOWS: i Krista Riley Project Manager & Designer r SCOPOS Hospitality Group r r 300 W Chestnut Street, Ste 201 r Ephrata, PA, 17522 P: 717.733.5810 EX 16 M: 717.575.2953 E: kriley@scoposhq.com— — PUB B r' 1 j7r- '(' V{ B1, iPNDYNER PNL—M2 remote _ remote M cVEIGH & MANGUM ENGINEERING -INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904) 483-5200 Fax: (904) 636-6770 CA 6330 email: mail@McVeighMangurn.com Eng. of Record: Andrew M. May License No.: 73102 1/4" = 1'-0" ELEC KITCHEN E ____ ------------- ___ — ------------ 'L� r �s 6� THII ORAWENO, M THE BIBLE BE NOT O ID NJRRTEON Awr AIrtHOR /v DRAWN BY �C LW O� DATE �04 SEF PROJECT 16195 SHEET NO. QUIPMENT PLAN EI DIN Z 0 0 a_ W 0 LL 0 Z 0 U) 2 Ix W CL Z W 0 W U) U) W a. L W 0 F_ Z 0 0 alf IL W of W 0 W Z Q 0 W W a U 0 W F_ C0 a �Z c C� 0 '; 0 W : T a � O W 0 0 O U) N W LLI 04 V W�,ryry \ M 0 Q C0 3 Z v � tri �0 -a U) U � (n LL O W N Cl) 0 W Y F_ U d a Z w _ U Lr) Z 0 R C14 W 0 w w Z Lr) 0 rn Z W (� �C9 a a� cn = c9 c_ w •� U I u- a 0 �U W LL. O rn of c 0 'C Z Q % U -a W I � p) 0 Z W C F_ U) C Z a W J = N ~ Z rn 0 c0 = F -- LO LO N X O KITCHEN- FOOD SERVICE EQSCHEL®E Item # Qty Description Manufacturer Model Volts Ph Amps Watts HP Utility Remarks K101 1 Receiving Scale Edlund ERS -300 12 1 1 12 15 AA Batteries K102 1 Ice Maker w/ Bin Manitowoc Ice IY-0500A /D-570 120 1 14.2 1704 1 Plug -In A/C Adapter K105 1 Electronic Eye Hand Sink Eagle Group HSA -10 -FE 120 1 0.2 24 120 1 K108 1 8qt Mixer KitchenAid KSM8990DP 120 1 4.17 500 1 1/3 120 K109 1 20 -qt Mixer Hobart HL200-1 STD 120 1 8 960 1/2 CBR52HC-1 K111 1 Freezer, Walk -In Box, Heat tape/Ltg ThermalRite Custom 120 1 15 300 Fryer Deep Fat, Gas Frymaster K111.1 1 Freezer Evaporator, Double ThermalRite Custom 120 1 1.8 216 1 Fried Food Holding Station K111.2 1 Freezer Compressor, Remote ThermalRite Custom 208 1 2.7 562 K161 Remote Rack # A100 K111.3 1 Junction Box, Heat Tape ThermalRite Custom 120 1 15 1800 Remote Rack # A100 K162.1 K114 1 Cooler, Walk -In Box, Heat tape/ Ltg ThermalRite Custom 120 1 15 300 K114.1 1 Cooler Evaporator, Double ThermalRite Custom 120 1 1.8 216 1/4 K114.2 1 Cooler Compressor, Remote ThermalRite Custom 208 1 2.7 562 1200 Remote Rack # A100 K114.3 1 Junction Box, Heat Tape ThermalRite Custom 120 1 15 1800 5 600 K122 1 Refrigerator, Reach -In, Remote Victory RS -2D -S1 120 1 10.7 1284 1/3 Remote Rack # A100 K128 1 Slicer Globe 360ON w/ CHUTE 120 1 7 _ 840 1/2 1 K129 1 Cutter/Mixer, Vertical & Veg. Prep, Combo Robot Coupe R502 208 3 2.8 582.4 3 120 K130 1 Freezer, Reach -In, Remote Victory FS -1D -S1 -EW -HD 120 1 10.9 1308 1/2 Remote Rack # A100 K137 1 Blast Chiller/Shock Freezer, Remote Piper Products RCM054S 208 1 6.1 1268.8 1 9/10 Remote Rack # A100 K138 1 20 Quart Mixer Globe SP20 120 1 6 720 1/2 Condensate Exhaust Hood K139 1 Undercounter Refrigerator, Remote Victory VUR27HC 120 1 4 480 1/6 Remote Rack # A100 K141 1 Electronic Eye Hand Sink Eagle Group HSA -10 -FE 120 1 0.2 24 K192 K142 1 Drop -In Freezer/Plate Chiller Randell 9552-290 120 1 6.3 756 1/3 K142.1 1 Dipperwell, Service Utensil Holder Server Products 87770 120 1 3.3 400 1/3 K144 1 Exhaust Hood _ Captive -Aire Custom 120 1 15 1800 375 Switch Mtd Face Of Hood K144.1 1 Wall Mounted Control Cabinet Captive -Aire Custom By Vendor By Vendor 120 1 15 1800 K144.2 1 Fire Protection System Ansul Custom 120 1 15 1800 1 Provide 24HR Ded Circuit K145 1 Table Top Kettles Groen TDB -24C 208 3 30 6300 120 1 K145.1 1 Stand, Kettle, Electric Groen TS/10S-2 K303 1 Juice Dispenser Bunn 37300.0004 120 K146 1 Tilt Skillet, Gas Groen BPM-15GC 120 1 5 600 Curtis PCGT3 K148 2 Oven -Steamer, Combination, Gas Rational SCC 61 NG 208 1 1.92 400 Coffee Brewer Bunn K149 1 Insulated Hot Cabinet with Humidity Cres Cor H-1 35-WUA-1 1 -R 120 1 1 1 16 1 1920 1 Ex. Fan (Exhaust Hood, Item #K162) KITCHEN - FOOD SERVICE EQU SCHEDULE Item # Qty Description Manufacturer Model Volts Ph Amps Watts HP Gas Utility Remarks Size K153 1 Exhaust Hood Captive -Aire Custom 120 1 15 1800 Switch Mtd Face Of Hood K153.2 1 Fire Protection System Ansul Custom 120 1 15 1800 24HR Dedicated Circuit K154 1 Low Temperature Hot Holding Cabinets Alto-Shaam 1200 -UP 120 1 16 1920 K155 1 Range, Heavy Duty, Gas Vulcan V61336S 120 1 4 480 3/411 K156 1 Refrigerator Chef Base, Remote Victory CBR52HC-1 120 1 4.5 540 1/5 Remote Rack # A100 K159 1 Fryer Deep Fat, Gas Frymaster MJ150 120 1 1 120 3/411 K160 1 Fried Food Holding Station Merco FFHS16A-C1 G11 120 1 12 1450 K161 1 Worktop Freezer, Remote Victory VWF27HC 120 1 6 720 1/4 Remote Rack # A100 K162.1 1 Load Center Eagle Group Custom 208 1 100 20800 K162.5 1 Drop In Hot/Cold Well 2 -Pan, Remote Wells HRCP-7200 208 1 9 1872 1/4 Remote Rack # A100 K163 1 Microwave Oven Panasonic NE -21521 208 1 5.77 1200 K164 1 Prep Table, Refrigerated, Remote Victory VSP48-12 120 1 5 600 1/4 Remote Rack # A100 K173 1 Self Contained Ice Machine, Remote Follett HCC1010ABT 220 1 11 2420 Remote Rack # A100 K183 1 Work Table, with Prep Sink(s) Power Soak Custom 230 1 4.8 1104 K185 1 Electronic Eye Hand Sink Eagle Group HSA -10 -FE 120 1 0.2 24 K186.3 1 Disposer, Garbage Salvajor 300-SA-ARSS-LD 208 3 8.8 3166.59 3 K187 1 Rack Conveyor Dishwasher Hobart CL44EN-BAS 208 3 55 19791.2 K187.1 1 Condensate Exhaust Hood Captive Aire Custom 120 1 15 1800 K191 2 Soup Well, Drop -In Wells SS-8TDUC1 120 1 6.9 825 K192 1 Warmer, Drawer Type Alto-Shaam 500-2D 120 1 5.3 636 K193 1 Refrigerator, Reach -In, Remote Victory RS -1 D -S1 120 1 9.8 1176 1/3 Remote Rack # A100 K194 3 Heat Lamp, Cord Mount to Canopy Hatco DLH-775 120 1 3.13 375 K300 1 Bag -N -Box System By Vendor By Vendor 120 1 15 1800 Verify Utility Requirements K301 1 Soda Dispenser, 8 Valve Lancer IBD 4500 120 1 3 360 lVerify Utility Requirements K302 1 Iced Tea Brewer Bunn TB3 120 1 14.4 1730 Verify Utility Requirements K303 1 Juice Dispenser Bunn 37300.0004 120 1 6 720 Verify Utility Requirements K304 1 IDispenser, Hot Powdered Drink Curtis PCGT3 120 1 15 1800 Verify Utility Requirements K305 1 Coffee Brewer Bunn 34600.0001 120 1 27.5 6600 Verify Utility Requirements K306 1 Ex. Fan (Exhaust Hood, Item #K162) Captive -Aire Custom 208 1 14.1 2933 Fan To Be Sized By MEC K307 1 Ex.Fan (Exhaust Hood, Item #K163) Captive -Aire Custom 208 1 14.1 2933 Fan To Be Sized By MEC K308 1 Ex. Fan (Condensate Hood, Item #K187.1) Captive -Aire Custom 208 1 14.1 2933 Fan To Be Sized By MEC K309 1 Make -Up Air Fan, Heated Captive -Aire Custom 208 1 9.5 1976 3/4" Fan To Be Sized By MEC K510 1 POS Printer Smallwares Smallwares 120 1 15 1800 K600 19 Duplex Convenience Receptacle By EC By EC 120 1 15 1800 GENERAL FOOD SERVICE SCHEDULE NOTES A. FOOD SERVICE EQUIPMENT SCHEDULES WERE DERIVED FROM FOOD SERVICE CONTRACTORS CURRENT DRAWINGS AS OF 2018-08-20. ACCURACY OF EQUIPMENT SELECTIONS AND CHANGES WILL FROM THIS DATE FORWARD BE RESPONSIBILITY OF FOOD SERVICE CONTRACTOR AND OWNER TO COMMUNICATE WITH OTHERS. B. THE ELEC CONTRACTOR SHALL THOROUGHLY REVIEW THE OWNER'S FOODSERVICE CONTRACTORS DRAWINGS TO INSURE THAT ALL WORK WILL MEET OR EXCEED REQUIREMENTS. ANY ALLEGED DISCREPANCIES SHALL BE BROUGHT TO ENGINEER'S ATTENTION PRIOR TO SUBMITTING FOR BID. C. ALL'COMMERCIAL KITCHEN AREAS' SHALL REQUIRE STAINLESS STEEL METAL FACEPLATES FOR POWER/ TELECOM OUTLETS BUT NOT INSIDE CABINETRY. REFER TO FOOD SERVICE ELEVATIONS AND COORDINATE LOCATIONS WITH ALL OTHER DISCIPLINES PRIOR TO ROUGH -IN. D. GROUND FAULT PROTECTION FOR PERSONNEL: NEC 210.8 (B) OTHER THAN DWELLING UNITS. ALL 125V, SINGLE PHASE, 15 AND 20A RECEPTACLES INSTALLED IN LOCATIONS SPECIFIED IN (1) THRU (8) SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL: (1) BATHRMS, (2) KITCHENS. (3) ROOFTOPS, (4) OUTDOORS, (5) SINKS- WHERE RECEPT IS WITHIN 6FT OF OUTSIDE EDGE, (6) INDOOR WET LOCATIONS, (7) LOCKER ROOMS WITH SHOWERING FACILITIES, (8) GARAGES. F��FER TO SHEET ED204 FOR FOOD SERVICE EQUIP APPROX LOCATIONS OWNER'S FOOD SERVICE o DESIGNER'S CONTACT i i DATA IS AS FOLLOWS: i Krista Riley Project Manager & Designer SCOPOS Hospitality Group 300 W Chestnut Street, Ste 201 Ephrata, PA, 17522 P: 717.733.5810 EX 16 M: 717.575.2953 E: kriley@scoposhgcom M cVEIGH &, MANGUM ENGINEERING - INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904) 483-5200 Fax: (904) 636-6770 CA 6330 email: niail(?_DMcVeighMangum.com Eng. of Record: Andrew M. May License No.: 73102 I" V 4---1 M WAUW'*,IA, r�°I k*t�S 444s4t T 1, z. ADDENDUM NO. 1 21 SEP 2018 THIO KAWINO, M DESIGN CONCEPf AND ITS DETAIL ARE ® THE SOLE PROPERTY OF AO ARCHITECTYRE, INC. AND MALL NOT RE COPIED IN ANY FORM OR MANNER WRHOYT WRITTEN AYTHORIZATION OF ITS DEOIONERAREATOR DRAWN BY CO'LW �%i" SEP 2018 PROJECT 16195 ELEC KITCHEN EQUIPMENT SCHEDULES SHEET NO. ED205 ninunif�_ uAi ,a G b, d %' a S. a :i $ 4 t S >1 ADDENDUM NO. 1 21 SEP 2018 THIO KAWINO, M DESIGN CONCEPf AND ITS DETAIL ARE ® THE SOLE PROPERTY OF AO ARCHITECTYRE, INC. AND MALL NOT RE COPIED IN ANY FORM OR MANNER WRHOYT WRITTEN AYTHORIZATION OF ITS DEOIONERAREATOR DRAWN BY CO'LW �%i" SEP 2018 PROJECT 16195 ELEC KITCHEN EQUIPMENT SCHEDULES SHEET NO. ED205 ninunif�_ uAi 0 LU Co 0 W CL U) Z 0 0 n. 0 LL 0 Z 0 U) 2 of LLI Z w ft W w CL w 0 Z 0 0 0 a w Of M 0 W Z a 0 LU Q UJ a 9 0 0 W U) N Z C V` 0 0)0 UJ 0 L9 n U N UJ Lu N C0 0 = Z :® U) (n LL 0 C w (D (n U = �+ W= U U Z w - Z 04W aw z Lr) (!) w Z w a� a� CD c o M I u- 0 -FJ .0 W L° 0 �a C ZZ % U 3 -v w I U) LL 0) 0 (O Z j cwc r\ G CC Z Ow J = �F- �Cf) a� 1-1 Z In g CO � / U) (O oF— U') 04 N X O REMOTE RACK - FOOD SERVICE EQUIP SCHEDULE Gas Item # Qty Description Manufacturer Model Volts Ph Amps Watts HP Size Utility Remarks A100 1 Remote Rack Cooltec CRS -16 208 3 150 53976 Item # Qty Description V102 1 Undercounter Refrigerator, Remote V104 1 Hybrid Fire Built -In Grill, Natural Gas V106 1 Exhaust Hood V106.2 1 Fire Protection System Manufacturer Victory Kalamazoo Captive -Aire Ansul 0• VUR27HC K750HB-NG Custom Custom Volts Ph Amps 120 1 4 120 1 2 120 1 15 120 1 15 SCHEDULE - Watts HP Gas Size 480 1/6 Volts 120 240 Amps 2 1/2" 1800 Gas Utility Remarks Remote Rack # A100 1800 M102 1 Utility Remarks Remote Rack # A100 Switch Mounted Face Of Hood BAR = FOOD SERVICE EQUIPMENT SCHEDULE Item # Qty Description Manufacturer Model Volts Ph Amps Watts HP Utility Remarks B100 1 Reach -In Wine Refrigerator Perlick HC24WS 120 1 2 276 1/6 B101 1 Back Bar Cabinet, Refrigerated, Remote Perlick BBRN60 120 1 6 660 1/4 Remote Rack Item # A100 B102 1 Back Bar Cabinet, Refrigerated, Remote Perlick BBRN60 120 1 6 660 1/4 Remote Rack Item # A100 B103 1 Reach -In Wine Refrigerator Perlick HC24WS 120 1 1 2 276 1/6 B114 1 Cube Ice Machine, Self -Contained Scotsman CU0515GA-1 120 1 6 720 B120 1 Blender Waring MX150OXTXP 120 1 13 1560 31/2 B600 1 Duplex Convenience Receptacle By EC By EC 120 1 15 �T B601 3 See Part Description By EC By EC MARKETPLACE ®EQUIPSCHEDULE Item # M101 Qty 1 Description Undercounter Freezer Manufacturer Victory Model VUF48HC Volts 120 Ph 1 Amps 2 Watts 240 HP 1/6 1 Gas Utility Remarks Remote Rack # A100 Size M102 1 Exhaust Hood Captive -Aire Custom 120 1 15 1800 SHEET NO. Switch Mtd Face of Hood Fire Protection System Ansul Custom 120 1 15 1800 M 102.2 1 M103 1 Refrigerator Chef Base, Remote Victory CBR52HC-1 120 1 5 540 1/5 M104 1 25" Charbroiler Vulcan VACB25 3/4" M105 1 Griddle, Gas AccuTemp Products GGF1201A2450-T1 120 1 15 1800 3/4" M106 1 High Efficiency Fryer w/ Filtration Frymaster FPH155 120 1 10 1200 1/3 3/4" M106.1 M110.1 1 1 Fryer, Spreader Cabinet with Food Warmer Electric Faucet Frymaster T&S Brass Cabinet for FPH155 EC -3100 120 120 1 1 6 5 756 600 M111.1 2 Strip Warmer Undercounter Refrigerator, Remote Electric Faucet Hatco GRAH-132 208 1 13 3120 Victory T&S Brass VUR48HC EC -3100 120 120 1 1 1 2 5 240 600 1/6 Remote Rack # A100 M113 1 M114.1 1 M115 1 Undercounter Refrigerator, Remote Refrigerated Self -Service Case - 24"D, Remote Pizza Prep Table Victory Structural Concepts Victory VUR48HC B32 -QS VPP46 120 120 120 1 1 1 2 1 6 240 143 756 1/6 1/2 Remote Rack # A100 Remote Rack # A100 M116 1 M118 1 M119 1 Mt. Adams 5' Stone Hearth Oven, Natural Gas Exhaust Hood Wood Stone WS-MS-5-RFG-IR 120 1 1 132 3/4" M119.1 1 Wood Stone SG-BDL-0-WS47C Ansul Custom 120 1 15 1800 M 119.2 1 Fire Protection System BSI 490 120 1 15 660 *123.1 1 Warmer M124 1 Built-in Heated Shelves Hatco GRSBF-36-S 120 1 8 950 Structural Concepts BSI NR4847RSV 490 120 120 1 1 1 15 35 Remote Rack # A100 M125 1 Refrigerated Service Case Warmer *126.1 2 Warmer Refrigerated Cold Pan, Drop -In, Remote Refrigerated Cold Pan, Drop -In, Remote Refrigerated Cold Pan, Drop -In, Remote BSI Delfield Delfield Delfield 2580 N8118B N8143B N8143B 120 120 120 1 1 1 1 4 4 4 21 480 480 480 1/5 1/5 1/5 Remote Rack # A100 Remote Rack # A100 Remote Rack # A100 *126.2 M127 M128 1 1 1 M129 1 M130 2 11 qt. Induction Rethermalizer, Drop -In Vollrath 741101 D 120 1 7 800 M131 1 Drop -In, Hot Wells Delfield N8744 -R 120 1 17 2000 M 132.1 1 Warmer BSI 490 120 1 15 660 Drop -In, Hot Wells Warmer Delfield N8744 -R 120 1 17 1 2000 M133 1 BSI 490 120 1 15 660 M134.1 1 Built-in Heated Shelves Hatco GRSBF-36-S 120 1 8 950 M135 1 Ice Machine, Self -Contained Prep Table, Refrigerated, Remote Dispenser, Hot Powdered Drink Iced Tea Brewer Follett HCC1010ABT 120 1 7 748 M139 1 M155 M300 M301 1 1 1 Victory Curtis Bunn VSP48-12 PCGT3 TB3 120 120 120 1 1 1 1 5 15 14 600 1800 1730 1/4 Verify Utility Reqmts Verify Utility Reqmts Soda Dispenser, 6 Valve Cornelius Duraflex 150 120 1 4 480 Verify Utility Reqmts M302 1 M303 1 Make -Up Air Fan, Heated Captive -Aire Custom 208 1 10 1976 3/4" Fan To Be Sized By MEC M304 1 Exhaust Fan (For Hood, Item #K187.1) Load Center Captive -Aire CraftPoint Concepts Custom Custom 208 208 1 3 14 60 2933 20800 Fan To Be Sized By MEC M407.2 1 _ POS Smallwares Smallwares 120 1 2 240 M500 1 M504 1 Self -Order Kiosk Digital Menu Board Duplex Convenience Receptacle Smallwares Smallwares 120 1 2 240 Verify Utility Reqmts Smallwares 1By EC Smallwares 113y EC 120 120 1 1 1 15 15 1800 1800 DCRs Installed By EC M505 M600 5 5 GENERAL FOOD SERVICE SCHEDULE NOTES A. FOOD SERVICE EQUIPMENT SCHEDULES WERE DERIVED FROM FOOD SERVICE CONTRACTORS CURRENT DRAWINGS AS OF 2018-08-20. ACCURACY OF EQUIPMENT SELECTIONS AND CHANGES WILL FROM THIS DATE FORWARD BE RESPONSIBILITY OF FOOD SERVICE CONTRACTOR AND OWNER TO COMMUNICATE WITH OTHERS. B. THE ELEC CONTRACTOR SHALL THOROUGHLY REVIEW THE OWNER'S FOODSERVICE CONTRACTORS DRAWINGS TO INSURE THAT ALL WORK WILL MEET OR EXCEED REQUIREMENTS. ANY ALLEGED DISCREPANCIES SHALL BE BROUGHT TO ENGINEER'S ATTENTION PRIOR TO SUBMITTING FOR BID. C. ALL'COMMERCIAL KITCHEN AREAS' SHALL REQUIRE STAINLESS STEEL METAL FACEPLATES FOR POWER/ TELECOM OUTLETS BUT NOT INSIDE CABINETRY. REFER TO FOOD SERVICE ELEVATIONS AND COORDINATE LOCATIONS WITH ALL OTHER DISCIPLINES PRIOR TO ROUGH -IN. D. GROUND FAULT PROTECTION FOR PERSONNEL: NEC 210.8 (B) OTHER THAN DWELLING UNITS. ALL 125V, SINGLE PHASE, 15 AND 20A RECEPTACLES INSTALLED IN LOCATIONS SPECIFIED IN (1) THRU (8) SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL: (1) BATHRMS, (2) KITCHENS, (3) ROOFTOPS, (4) OUTDOORS, (5) SINKS- WHERE RECEPT IS WITHIN 6FT OF OUTSIDE EDGE, (6) INDOOR WET LOCATIONS, (7) LOCKER ROOMS WITH SHOWERING FACILITIES, (8) GARAGES. [REFER TO SHEET ED204 FOR FOODVICE EQUIP APPROX LOCATIONS OWNER'S FOOD SERVICE i DESIGNER'S CONTACT i i DATA IS AS FOLLOWS: e Krista Riley Project Manager & Designer i SCOPOS Hospitality Group 300 W Chestnut Street, Ste 201 Ephrata, PA, 17522 P: 717.733.5810 EX 16 M: 717.575.2953 E: kriley@scoposhg.com �— — — — — J M cVEIGH & MANGUM ENGINEERING•INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904) 483-5200 Fax: (904) 636-6770 CA 6330 email: maii�aJMcVeighMangu'm.com. Eng. of Record: Andrew M. May License No.: 73102 I" 1E M 1 X414 WN01aR%M AV,c< 474,4.1 A 31 i p P>'4aCt?� ADDENDUM NO. 1 21 SEP 2018 ELEC KITCHEN EQUIPMENT SCHEDULES ED206 DINING HALL THLI DRAWING, IT: DEMON CONCEPT AND ET$ DETAIL ARE THE IOLL PROPERTY OF AO ARCHITECWRE, INC. AND {HALL ® NOT BE COPIED IN ANY FORM OR MANNER WTTHOYT WRITTEN AYTHONI ATION OF RI DEIIONERAREATOR / 4 �C' DRAWN BY ®� LW DATE 04 SEP 2018 PROJECT 16195 SHEET NO. ELEC KITCHEN EQUIPMENT SCHEDULES ED206 DINING HALL z 0 a O U W F - LL 0 z O W U W CL z w w rn a LU _ F- M O z 0 U 0 W CL O W W ❑ z ❑ LUa LU W CL V, U_ S 0 LL W U) QJQ Z C9 O W rn = W o � W � U a � L U) W 00 w CO j <:-)J i N I N U \ 0 0 Z E ❑ I � � Q _ U ~ U- 0 O o w J CQ Lu I _ z Z CL w U w z_ L U z 3 0 w M o rn j = O w U) U- 0 I a - EL LL. z w c U 'c j w rn ❑ LL vl 0 W z �W o F- U) 1 N 0 z_ U-)� rn ❑ U) _ C) N F, CV X O SERVICE LOAD CALCULATION M D P NEC 220.12 LIGHTING 208/120V, 3 PHASE, 4 WIRE 1200 AMP BUS NEMA 1 3P -1000A MAIN BREAKER 35 KAIC MINIMUM CKT POLE TRIP WIRE GND RESTAURANTS/COMMERCIAL KITCHENS (2W SQFT) 14,843 SQFT x 2 VA = 29,686 VA OTHER LOADS 150 1/0 6 1-112 46.0 EXTERIOR AREA LIGHTING SITE POLES) 10 0 90 VA = 900 VA EXTERIOR AREA LIGHTING (BOLLARDS) 18 0 28 VA = 504 VA HVAC - DOAU -1 42,120 > VA = 42,120 VA HVAC - RTU -1, RTU -2, RTU -3 58,032 > VA = 58,032 VA HVAC - MAU-1, MAU-2, MAU-3 27,216 > VA = 27,216 VA HVAC - REMOTE REFRIG RACK 43,200 > VA = 43,200 VA HVAC - DSS -1 3,960 > VA = 3,960 VA HVAC - HOOD -1, HOOD -2, HOOD -3, HOOD -4 7,200 > VA = 7,200 VA HVAC - KEF-1, KEF-2, KEF-3, KEF-4 3,394 > VA = 3,394 VA HVAC - EXHAUST FANS 538 > VA = 538 VA KITCHEN EQUIPMENT 67,300 X 0.65 VA = 43,745 VA GAS WATER HEATER (CONTROLS) 1,000 > VA = 16,600 VA WINDOW SHADES 2,015 > VA = 2,015 VA RECEPTACLES - GENERAL PURPOSE 68 0 180 VA = 12,240 VA - - - 261,664 VA TOTAL LOAD: 3 - - 291,350 VA - 291.4KVA / .36KV - 809.3 AMPS 13 SYSTEM: 208/12OV/3PH/4W F1000 AMPS SERVICE ENTRANCE EQUIPMENT NEUTRALBU GROUND BU G N t T #6 CU MIN GROUNDING ELECTRODE _ INTERSYSTEM BONDING BAR CONDUCTOR AS INDICATED ON • PER NEC 250-94 POWER RISER DIAGRAM (SIZE I =j PER NEC TABLE 250-66, MIN) '• GROUND CLAMP ON 3/4"D IA X 10'-0" CU METALLIC WATER MAIN EXOTHERMIC WELD GROUND ROD DRIVEN TO TO BUILDING STEEL s ±3" BELOW FINISH GRADE / (WHERE AVAILABLE) I #4 CU MIN CONCRETE FOUNDATION :.._...._._.__- .... _-------- _......_._.._ ., OR FOOTING IN 314 DIRECT 20' MIN PROVIDE SHORT PVC SLEEVE OR — CONTACT (TYP) OTHER DESIGNATION I WITH EARTH ACCEPTABLE TO THE LOCAL j INSPECTOR TO IDENTIFY ROD AS PROPERLY INSTALLED, BONDED 20' OF 1/2" GALVANIZED STEEL ROD 2" MINIMUM CONCRETE COVER 2 GROUNDING DETAIL ED301 NOT TO SCALE AVAILABLE FAULT CURRENT NEC 110.24 AVAILABLE FAULT CURRENT (A) FIELD MARKING. SERVICE EQUIPMENT IN OTHER THAN DWELLING UNITS SHALL BE LEGIBLY MARKED IN THE FIELD WITH MAXIMUM AVAILABLE FAULT CURRENT. THE FIELD MARKING(S) SHALL INCLUDE THE DATE THE CALCULATION WAS PERFORMED. APPLY LABEL TO FACE OF ELEC SERVICE EQUIPMENT: Elec Service Equipment Available Fault Current: 20,329 Amperes Date Calculated: 11-25-2017 McVeigh & Mangum Engineering (904) 483-5200 208/ 120V/ 3PH/ 4W/ 60HZ 1000 Amperes Bus J SERVICE ENTRANCE'NO GROUND' UTILITY ;.LL �----------------- PRIMARY 3 SETS (AL):3#600, #500N, 3.5"C REF POWER SCHEDULES FOR WIRE/ CODUIT SIZES (TYPICAL UON) GROUNDING GROUNDING #3/0 GEC PER UTILITY CO PER UTILITY CO REF 2/' D301 V ELEC POWER RISER ED301 NOT TO SCALE DIAGRAMMATICAL RISER ELECTRICAL POWER RISER IS'ONLY DIAGRAMMATICAL, IT IS NOT DIMENSIONAL, NEITHER ARE THE ELECTRICAL EQUIPMENT PHYSICALLY LOCATED ADJACENT TO EACH OTHER AS SHOWN. OKEYED POWER RISER NOTES 1. MECH LOCATIONS ARE 'ONLY APPROXIMATE', REFERENCE MECH PLANS FOR ACTUAL LOCATIONS. REFERENCE ELEC PANEL SCHEDULES FOR CONDUCTOR & CONDUIT SIZES. M cVEIGH & MANGUM ENGINEERING•INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904) 483-5200 Fax: (904) 636-6770 CA 6330 email: mail@McVeighMarigum.com Eng. of Record: Andrew M. May License No.: 73102 bt M D P 208/120V, 3 PHASE, 4 WIRE 1200 AMP BUS NEMA 1 3P -1000A MAIN BREAKER 35 KAIC MINIMUM CKT POLE TRIP WIRE GND CONDUIT KVA AMPS DESCRIPTION 1 3 150 1/0 6 1-112 46.0 128 PANEL -G1 2 3 150 - - - -- - SPACE 3 3 150 1/0 6 1-1/2 40.7 113 PANEL -K1 4 3 400 (2)3/0 3 (2 )2 100.3 27$ PANEL -K2 5 6 3 3 250 250 400 (2 )310 4 3 3 (2 )2 74.5 94.6 207 262 PANEL -M1 PANEL -M2 7 3 150 - - - -- - SPACE 8 3 30 10 10 1/2 -- - SURGE PROTECTION DEVICE SPD 10 3 - - - - -- - - 11 3 - - - - - - - 12 3 - - - - - - - 13 3 - - - - - - - 14 3 - - - - - - 15 3 - - - - - - - 16 3 - - - - -- - - 17 3 - - - - -- - - 18 3 - - - - -- - - 19 3 - - - - -- - - 20 3 -- LIGHTING LOAD RECEPT LOAD HVAC LOAD EQUIPMENT LOAD KITCHEN LOAD TOTAL LOAD DEMAND AMPS CONN LOAD 12.7 23.4 148.2 124.8 67.3 376.4 DEM FACT 1.25 NEC 1.0 to 0.65 DEM LOAD 15.9 16.7 148.2 124.8 --43.7 349.3 970 SERVICE ENTRANCE EQUIPMENT NEUTRALBU GROUND BU G N t T #6 CU MIN GROUNDING ELECTRODE _ INTERSYSTEM BONDING BAR CONDUCTOR AS INDICATED ON • PER NEC 250-94 POWER RISER DIAGRAM (SIZE I =j PER NEC TABLE 250-66, MIN) '• GROUND CLAMP ON 3/4"D IA X 10'-0" CU METALLIC WATER MAIN EXOTHERMIC WELD GROUND ROD DRIVEN TO TO BUILDING STEEL s ±3" BELOW FINISH GRADE / (WHERE AVAILABLE) I #4 CU MIN CONCRETE FOUNDATION :.._...._._.__- .... _-------- _......_._.._ ., OR FOOTING IN 314 DIRECT 20' MIN PROVIDE SHORT PVC SLEEVE OR — CONTACT (TYP) OTHER DESIGNATION I WITH EARTH ACCEPTABLE TO THE LOCAL j INSPECTOR TO IDENTIFY ROD AS PROPERLY INSTALLED, BONDED 20' OF 1/2" GALVANIZED STEEL ROD 2" MINIMUM CONCRETE COVER 2 GROUNDING DETAIL ED301 NOT TO SCALE AVAILABLE FAULT CURRENT NEC 110.24 AVAILABLE FAULT CURRENT (A) FIELD MARKING. SERVICE EQUIPMENT IN OTHER THAN DWELLING UNITS SHALL BE LEGIBLY MARKED IN THE FIELD WITH MAXIMUM AVAILABLE FAULT CURRENT. THE FIELD MARKING(S) SHALL INCLUDE THE DATE THE CALCULATION WAS PERFORMED. APPLY LABEL TO FACE OF ELEC SERVICE EQUIPMENT: Elec Service Equipment Available Fault Current: 20,329 Amperes Date Calculated: 11-25-2017 McVeigh & Mangum Engineering (904) 483-5200 208/ 120V/ 3PH/ 4W/ 60HZ 1000 Amperes Bus J SERVICE ENTRANCE'NO GROUND' UTILITY ;.LL �----------------- PRIMARY 3 SETS (AL):3#600, #500N, 3.5"C REF POWER SCHEDULES FOR WIRE/ CODUIT SIZES (TYPICAL UON) GROUNDING GROUNDING #3/0 GEC PER UTILITY CO PER UTILITY CO REF 2/' D301 V ELEC POWER RISER ED301 NOT TO SCALE DIAGRAMMATICAL RISER ELECTRICAL POWER RISER IS'ONLY DIAGRAMMATICAL, IT IS NOT DIMENSIONAL, NEITHER ARE THE ELECTRICAL EQUIPMENT PHYSICALLY LOCATED ADJACENT TO EACH OTHER AS SHOWN. OKEYED POWER RISER NOTES 1. MECH LOCATIONS ARE 'ONLY APPROXIMATE', REFERENCE MECH PLANS FOR ACTUAL LOCATIONS. REFERENCE ELEC PANEL SCHEDULES FOR CONDUCTOR & CONDUIT SIZES. M cVEIGH & MANGUM ENGINEERING•INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904) 483-5200 Fax: (904) 636-6770 CA 6330 email: mail@McVeighMarigum.com Eng. of Record: Andrew M. May License No.: 73102 bt c� 1 3 r� 1 ®� I V M� W V 4-j r r ---q 1414 UNDEPWOOO AVE a � WAUWA'fCIA, Wl E$2TC AT 4s ACI®8131 TE'i 4 1 4 43 T a 082 'i FAX � WWWA A K C H, C O M I 4�crarxs* j j 1 a ss �s 9 I RE�°IB�tvE� # ADDENDUM NO. 1 21 SEP 2018 Y` Vit, .1qV A 4"t, 4••• / �t NO -73t0 r STATE �. R1 ,a THIN DRAWING, 111 DNION CONCEPT AND rF$ DETAIL A ® THE DOLE PROPERTY OF ARCHITECTURE, INC. AND 1" NOT DE COPIED IN ANY FORM OR MANNER WIIHOU WRIREN AUTHORIZATION OF RD DEDIONER/CREATO DRAWN BY �o LW 0 ATE 04 SEP 2018 PROJECT 16195 /HEFT NO. ELEC PRISER & LOAD CALC ED301 DINING HALL Fi Lj r 0 H m_ x Ix IL CO z O O o_ O U C0 s LL O z O Cn Cn Of w CL z w 0 w CO w D: CLw s I- M O s z O U a W D_ O w Cn M z 0 w W a w a= a C0 F - x U O LL w Qm Z 0 W O w x O 0 H � U e I- o_ rn LLJ W w a m J M D7 qt m m O z o � 04 0 o rn N o � LL 3 O o w T» CO as 0 w v s a� 0 U U Z W v _z IZ D' w U w z W z C14 w M M M ELI o 0 rn � x w LL c O I w >, O LL- z w c U Lu rn m 3 U- 0 O 0) LLI C z �W e = J� C0 �Z LO m 0 Cl) % x t0 H Lo C-4 CDN X O VOLTAGE: 12008 PH: 3 WIRE: 4 THE BOLE PROPERTY OF AO ARCHITECTURE, INC. AND (HALL 2 �� ELe � � ENCLOSURE. PANEL: AI BUSSING: 400A CU BUSSING: 150A CU ENCLOSURE: NEMA 1 SURFACE VOLTAGE: 120/208 BUSSING: 150A CU MOUNTING: MOUNTSNGE. RECESSED RECESSED MAINS: MLO MAINS: MLO MAINS: MLO MOUNTING: BRACING: 35 KAIC. SYM. MAINS: MLO BRACING: 35 KAIC. SYM. INCOMING: BOTTOM INCOMING: TOP 35 KAIC. SYM. INCOMING: TOP LOAD PER PHASE LOAD PER PHASE GROUND BAR GROUND BAR GROUND BAR DESCRIPTION DESCRIPTION POLE INCOMING: TOP GND TRIP CONDUIT WIRE GND TRIP CKT A B POLE C CKT TRIP GND WIRE CONDUIT BKR POLE DESCRI PTION DESCRIPTION POLE BKR 12 1/2 ** 1 REC-K173,K300,K301 REGK102 1 1 06 09 A �. r r 2 20 12 12 1/2 ** 1 REGTRASH 30 3 SPARE 0 6 0 4 4 4 20 12 12 1/2 ** 1 REC-JANITOR LTG - EXTERIOR SITE - 3 REGK305 1/2 10 10 ** 1 REC-GWH NOTE 7 8 20 12 12 1/2 ** 0.6 0.2 6 20 12 12 1/2 REGK139 JBX-K1 1 1,K1 11.3 1 1/2 12 12 20 20 7 0 4 1 1 20 12 12 1/2 8 20 12 2 1g 1/21NC-0REC-SITE ** ** 1/2 12 RE FFICE 20 11 ;. 0.5 0.7 1/2 20 1 12 12 1/2 1 - REGK303 JBX-K114,K114.3 1 ** 1/2 12 12 0.8 0 4SEE 14 10 20 12 12 1/2 ** 1 REC-GENERAL K. ** 1 REGV.KITCHEN 20 15 ••,• •• .. 0.5 0.5 1/2 12 12 15 11 � 0 8 0.4 12 20 12 12 112 KEF-3 3 - SPARE 1 *,T _ _ _ 13 0 8 0 8 0 2 18 20 12 14 1/2 ** 1 ** REC-K193 SPARE ** 1/2 12 12 20 19 0.2 1.1 20 20 12 15 z ` 1 1 1 REC-K142,K142.1 16 20 - - - 20 1 [SHUNT TRIP) DSS -1 2 HACR 1 /2 12 12 15 17 ; ** 1/2 12 12 11 12 18 20 _ _ _ _ 1 SPA RE 41 „•,,,,,•; 16 REC-191 1 ** 1/2 12 12 20 19 0.9 1.2MM M1120 20 - - 20 - - - - 1 SPARE ** 1/2 12 20 27 02 28 20 - 3 HACR 1/2 12 12 15 21 09 12 •„ . 22 - - - - - 1 SPACE _ 1 SPACE MAU-1 (KEF-1) ** 1/2 12 20 31 04 _ _ _ _ 20 - - - ** 1 SPARE REGK600 25 21 2.82 12 20 26 04 :;; 34 20 - - - ** 1 SPARE SPACE 1 - - - - - 35 MAU-1 (CU) 3 HACR 1/2 10 10 30 27 SPACE 21 2 8 - • ,_ ! 28 30 10 10 112 - 3 MAUI -3 (CU) _ 1 S PACE SPACE 1 - - - - 29 31 ., k3 ....... 5.... , 0.7 0.8 • :: 40 21 2.8 30 32 - - 1 SPACE SPACE 1 - - - - - 41 1/2 42 - - - - 3 HACR 1/2 12 12 15 33 - 0.7 0 8 44 34fffiam 15 12 12 1/2 - 3 MAU-3 (FAN) MAU-1 (MUA FAN) - - - - - 45 - 11 • 46 35 12 1/2 0.7 0.8 36 G.DISPOSAL SPACE 1 - - - - - 47 11 48 12 20 35 9.6 37 2 8 0 2 SPACE 1 38 20 12 12 112 - 1 REGFACP 12 1/2 - 1 JBX-K187.1 SPACE 30 39 - 2 8 0 8 6.0 • . 40 20 12 12 1/2 - 1 REGTELECOM SPACE 3 - - - 1/2 10 10 •• •• •. ......:: - 6.0 54 REGTELECOM SPD 1-1/4 - g DISHMACHINE [SHUNT -TRIP] 20 41Eli 43 - - 2 8 0.8 42 44 20 12 20 - 12 - - - 0.5 42 20 12 SPD 3 - 1 SPARE SPARE 1 - - - - 20 45 REGROOFTOP ! 44 46 20 - - - - 1 SPARE SPARE 1 - - - - 20 47 35.2 35.6 33.7 12.8 15.3 13.8 46 48 20 - - DEM DEM SPACE SPARE KVA PER PHASE SUB -FEED SECTIONS - - - - 12 12 15 SPARE 1 FACT LOAD - - TOTAL CONNECTED KVA - 41.9 LIGHTING LOAD SPACE MIXER 50 20 - - NOTES: 49 SPARE 1 - - - - 2049 NEC 4.3 1. + INDICATES RED LOCK -ON ATTACHMENT FOR BREAKER. HVAC LOAD HVAC LOAD 0.8 1.0 0.8 2. PROVIDE'HACR' RATED BREAKERS FOR HVAC EQUIPMENT. 52 60 10 EQUIPMENT LOAD 1 20 51 33.3 3. ALL SINGLE POLE BREAKERS SHALL BE'SWD' RATED. 2 - 52 20 KITCHEN LOAD 100 3.5 SPARE SPARE 1 - - - ------------------ - 20 53 N. 104.5 41.9 .._ - - 54 20 55 14.2 DEMAND AMPS DEMAND AMPS 262 113 6. PROVIDE HANDLE: TIES FOR MULTIWIRE BRANCH CIRCUITS. SPARE 1 - - - - 10 30 ,....:; . ,. . . 58 150 6 1/0 1-1/2 - 3 #»100 COMBO UNIT TOTAL KVA PER PHASE 16.1 14.2 15.2 CONN DEM DEM TOTAL CONNECTED KVA 45.5 (ROOF REFRIG) LOAD FACT LOAD 59 ,;.... - 14.2 60 LIGHTING LOAD 1.8 1.3 2.3 KVA PER PHASE THIS SECTION 31.0 41.8 36.5 RECEPT LOAD CONN DEM 4.6 NEC 4.6 NOTES: 1. + INDICATES RED LOCK -ON ATTACHMENT FOR BREAKER. - - - HVAC LOAD LOAD FACT 24.1 1.0 24.1 2. PROVIDE'HACR' RATED BREAKERS FOR HVAC EQUIPMENT. 109.3 LIGHTING LOAD EQUIPMENT LOAD 1.25 15.0 1.0 15.0 3. ALL SINGLE POLE BREAKERS SHALL BE'SWD' RATED. RECEPT LOAD KITCHEN LOAD 5.4 NEC - 0.7 - 4. ** INDICATES GFCI BREAKERS. HVAC LOAD 18.0 TOTAL LOAD 18.0 2. PROVIDE'HACR' RATED BREAKERS FOR HVAC EQUIPMENT. 45.5 46.0 5. - INDICATES STANDARD T/M BREAKERS. EQUIPMENT LOAD 60.2 1.0 60.2 3. ALL SINGLE POLE BREAKERS SHALL BE'SWD' RATED. DEMAND AMPS KITCHEN LOAD 128 6. PROVIDE HANDLE TIES FOR MULTIWIRE BRANCH CIRCUITS. 25.7 0.65 16.7 4.'" INDICATES GFCI BREAKERS. TOTAL LOAD 109.3 7. PROVIDE NEUTRAL 100.3 5. - INDICATES STANDARD T/M BREAKERS. DEMAND AMPS 278 6. PROVIDE HANDLE: TIES FOR MULTIWIRE BRANCH CIRCUITS. VOLTAGE: 12008 PH: 3 WIRE: 4 i:� THE BOLE PROPERTY OF AO ARCHITECTURE, INC. AND (HALL 2 �� ELe � � ENCLOSURE. ENCLOPANEL: AI BUSSING: 400A CU BUSSING: 150A CU BUSSING: 250A CU LW PANEL: MOUNTING: MOUNTSNGE. RECESSED RECESSED MAINS: MLO MAINS: MLO MAINS: MLO MAINS: MLO BRACING: BRACING: 35 KAIC. SYM. INCOMING: BOTTOM INCOMING: TOP 35 KAIC. SYM. INCOMING: TOP LOAD PER PHASE LOAD PER PHASE GROUND BAR GROUND BAR LOAD PER PHASE DESCRIPTION DESCRIPTION POLE BKR CONDUIT WIRE GND TRIP CKT A B C CKT TRIP GND WIRE CONDUIT BKR POLE DESCRIPTION REGK101, K105 1 ** 1/2 12 12 20 1 0.2 0.5 2 20 12 12 1/2 ** 1 REC-K173,K300,K301 REGK102 1 ** 1/2 12 12 20 3 ••••• •,,, •••„ ,,• 1.7 1.7 �� , , y 4 20 12 12 1/2 ** 1 REGK302 SPARE 1 ** 4 20 5 3 3 6 35 10 8 3/4 - 1 REGK305 SPARE 1 ** - - - 20 7 - 0 5 ' x 8 20 12 12 1/2 ** 1 REGK139 JBX-K1 1 1,K1 11.3 1 1/2 12 12 20 9 0 3 0 7 10 20 12 12 1/2 ** 1 REGK 304 JBX-K111.1 1 ** 1/2 12 12 20 11 ;. 0.5 0.7 12 20 1 12 12 1/2 ** 1 REGK303 JBX-K114,K114.3 1 ** 1/2 12 12 20 13 0.3 0.5 14 15 12 12 1/2 - 2 REGK183 JBX-K114.1 1 ** 1/2 12 12 20 15 ••,• •• .. 0.5 0.5 16 - - ** 1 SPARE JBX-K144.2 SPARE 1 *,T _ _ _ 20 17 0 2 18 20 12 12 1/2 ** 1 RE K185 G REC-K193 1 ** 1/2 12 12 20 19 0.2 1.1 20 20 12 12 1/2 ** 1 REC-K142,K142.1 REGK192 1 +�« 1/2 12 12 20 21 0 6 1 1 � ••.;.• • , 22 20 1 2 12 1/2 - 1 JBX-K194 REC-191 1 ** 1/2 12 12 20 23 U.0 - 24 20 - - JBX-153.2 KETTLE 41 „•,,,,,•; 16 REC-191 1 ** 1/2 12 12 20 25 0.8 26 20 - - - - 1 SPARE REGK122 1 ** 1/2 12 20 27 02 28 20 - - - - 1 SPARE REGK137 1 ** 1/2 tj2 12 20 29 t 0 4 30 20 - - - ** 1 SPARE REGK600 1 ** 1/2 12 20 31 04 32 20 - - - ** 1 SPARE REGK600 1 ** 1/2 12 12 20 33 04 :;; 34 20 - - - ** 1 SPARE SPACE 1 - - - - - 35 - 36 - - - - - 1 SPACE SPACE 1 - - - - - 37 K � � 38 _ _ _ _ _ 1 S PACE SPACE 1 - - - - - 39 • :: 40 - - - - - 1 SPACE SPACE 1 - - - - - 41 1/2 42 - - - - - 1 SPACE SPACE 1 - - - - - 43 1 11 44 24.7 24.5 26.0 - - 1 SPACE JBX-K186.3 SPACE 1 - - - - - 45 - 11 • 46 15 12 12 1/2 _ 3 G.DISPOSAL SPACE 1 - - - - - 47 11 48 12 20 35 9.6 _'' _ 36 SPACE 1 - - - - - 49 12 ;, � 50 20 12 12 1/2 - 1 JBX-K187.1 SPACE 1 - - - - - 51 6.0 • . 52 ** 1 REGK161 SPACE 1 DISC -K187 SPACE 1 - - - - - 53 •• •• •. ......:: - 6.0 54 70 8 4 1-1/4 _ g DISHMACHINE [SHUNT -TRIP] SPACE 1 - - 55 6.0 " - 41 ... - 0.5 42 20 12 SPD 3 - 1/2 10 10 30 57 0.5 �; ; • 58 20 12 12 1/2 ** 1 REGROOFTOP .. ,, ., _ . .., :..... 44 - - - 59 • •,•• 0.8 60 15 12 12 1/2 - 1 KEF-4 KVA PER PHASE THIS SECTION KVA PER PHASE THIS SECTION 35.2 35.6 33.7 12.8 15.3 13.8 46 CONN DEM DEM SPACE REGK129 KVA PER PHASE SUB -FEED SECTIONS - - - - 12 12 15 47 LOAD FACT LOAD - - TOTAL CONNECTED KVA - 41.9 LIGHTING LOAD SPACE MIXER - 1.25 - NOTES: 49 0.2 6.0 50 RECEPT LOAD 4.7 4.3 NEC 4.3 1. + INDICATES RED LOCK -ON ATTACHMENT FOR BREAKER. HVAC LOAD HVAC LOAD 0.8 1.0 0.8 2. PROVIDE'HACR' RATED BREAKERS FOR HVAC EQUIPMENT. 52 60 10 EQUIPMENT LOAD 1 33.3 1.0 33.3 3. ALL SINGLE POLE BREAKERS SHALL BE'SWD' RATED. 2 - 1-1/4 2 KITCHEN LOAD 100 3.5 0.65 2.3 4. ** INDICATES GFCI BREAKERS. TOTAL LOAD TOTAL LOAD 104.5 41.9 94.6 40.7 5. - INDICATES STANDARD T/M BREAKERS. 55 14.2 DEMAND AMPS DEMAND AMPS 262 113 6. PROVIDE HANDLE: TIES FOR MULTIWIRE BRANCH CIRCUITS. SPD 3 - 1/2 10 10 30 57 VOLTAGE: 120f208 PH: 3 WIRE: 4 i:� THE BOLE PROPERTY OF AO ARCHITECTURE, INC. AND (HALL 2 PANEL: M2 ELe � � ENCLOSURE. C' CDDRAWN . ENCLOSURPAN BUSSING: 400A CU op BUSSING: 250A CU LW PANEL: Q MOUNTING: RECESSED MOUNTING: MAINS: MLO MAINS: MLO MAINS: MLO BRACING: 35 KAIC. SYM. INCOMING: BOTTOM 35 BRACING: INCOMING: TOP 35 KAIC. SYM. INCOMING: TOP LOAD PER PHASE LOAD PER PHASE GROUND BAR LOAD PER PHASE DESCRIPTION POLE BKR CONDUIT WIRE GND TRIP CKT A B C CKT TRIP GND WIRE CONDUIT BKR POLE DESCRIPTION REGK108 t ** 1/2 12 12 20 1 05 11 „ •• •; 2 20 12 12 1/2 ** 1 REGK600 REC-K109 1 ** 1/2 12 12 20 3 20 20 2 0 10 11 `� ••• 4 20 12 12 1/2 ** 1 REGK600 REC-K128 1 ** 1/2 12 12 20 5 1 0.8 1.1 6 20 12 12 1/2 ** 1 REC-K600 REGK130,K600 1 ** 1/2 12 12 20 7 1.0 1.1 •• .'_ •, „•;;; 8 20 12 12 1/2 ** 1 REC-K600 JBX-K144 1 - 1/2 12 12 20 9 REGM505 1.8 10 10 20 12 12 1/2 ** 1 REGK130 SPARE 1 - - - - 20 11 1 REGM505 12 20 - - - ** 1 SPARE JBX-K144.2 1 - 1/2 12 12 20 13 1.0 - 1 14 20 12 12 12 12 12 12 20 20 20 20 20 20 20 25 27 29,: 31 33 35 37 39 - 1.3 r ,, , ?„z ••••, 0 2 , 1.8 1.2 16 16 0.7 - 16 : 26 28 30 32 34 36 38 40 SPARE 12 12 112 ** 1 REC-M113 REGM101 1 15 a> 2.9 16 20 - - - ** 1 SPARE DISC -K145 3 - 1/2 10 10 30 17 • • •, • 2 9 1 1 18 20 12 12 1/2 - 1 JBX-153.2 KETTLE 41 „•,,,,,•; 16 42 1 ** - - 1g 2.9 1.8MMMIM21 1 SPACE 20 12 12 1/2 - 1 JBX-153 [SHUNT -TRIP] 44 - 27 12 28 20 12 21 1.8 22 20 12 12 1/2 ** 1 REC-K154 REC-K146 451.9 ** 46 15 12 12 23 - 0.6 24 - - - - 31 0.8 32 20 [SHUNT -TRIP] [SHUNT -TRIP] 1 ** 1/2 12 12 20 25 0.5SM 33 26 34 MAU-2 (FAN) 3 - 1/2 ** 12 REGK155 51 0 7 6 0 52 60 10 6 1 27 3 0.3 - 28 20 12 12 112 SPACE 1 [SHUNT -TRIP] REGK148 37 - -RM ROOM 1M 38 - - - [ - 1 SPACE SPD 3 - 1/2 10 10 30 57 STEAMER 2 ** 1/2 12 12 15 29 '05,32 0 3 0 5 30 20 12 12 1/2 ** 1 REC-K156,k159 [SHUNT -TRIP] SPACE 31 _ _ k NMI PHASE THIS SECTION - 24.7 24.5 26.0 - - 1 SPACE [SHUNT TRIP] REGK149 DEM 40 45 KVA PER PHASE SUB -FEED SECTIONS - 33 € 1 8 14 34 20 12 12 1/2 ** 1 REG-K160 [SHUNT-TRIP] 1 ** 1/2 12 12 20 35 9.6 _'' _ 36 49 5.7 14.00 : 50 [SHUNT -TRIP] SPACE 4.4 NEC 4.4 1. + INDICATES RED LOCK -ON ATTACHMENT FOR BREAKER. PANEL- K407.2 37 0.7 HVAC LOAD 51 20 12 12 1/2 ** 1 REGK161 SPACE 1 - - - - - 39 54 - 40 KITCHEN LOAD 7.4 0.65 [SHUNT -TRIP] SPACE 1 - - - - - 41 ... - 0.5 42 20 12 12 1/2 - 1 JBX-K153.3 SPACE 1 - - - - - 43 - .. ,, ., _ . .., :..... 44 - - - - - 1 SPACE KVA PER PHASE THIS SECTION 45 35.2 35.6 33.7 0.2 46 CONN DEM DEM SPACE REGK129 3 - 1/2 12 12 15 47 F� 0.2 48 - - - - - 1 SPACE MIXER 3.2 1.25 4.0 NOTES: 49 0.2 6.0 50 4.7 NEC 4.7 1. + INDICATES RED LOCK -ON ATTACHMENT FOR BREAKER. HVAC LOAD 60.0 51 60.0 8 3 6 0 52 60 10 6 1 - 3 RTU -3 CUSK162.1 TOM PNL 2 - 1-1/4 2 8 100 30.7 83 60 54 4. ** INDICATES GFCI BREAKERS. TOTAL LOAD 104.5 94.6 5. PROVIDE HANDLE TIES FOR MULTIWIRE BRANCH CIRCUITS. 55 14.2 DEMAND AMPS 56 262 SPD 3 - 1/2 10 10 30 57 14 2 58 150 6 1/0 1-1/2 - 3 #»100 COMBO UNIT (ROOF REFRIG) 59 ,;.... - 14.2 60 KVA PER PHASE THIS SECTION 31.0 41.8 36.5 CONN DEM DEM KVA PER PHASE SUB -FEED SECTIONS - - - LOAD FACT LOAD TOTAL CONNECTED KVA 109.3 LIGHTING LOAD - 1.25 - NOTES: RECEPT LOAD 5.4 NEC 5.4 1. + INDICATES RED LOCK -ON ATTACHMENT FOR BREAKER. HVAC LOAD 18.0 1.0 18.0 2. PROVIDE'HACR' RATED BREAKERS FOR HVAC EQUIPMENT. EQUIPMENT LOAD 60.2 1.0 60.2 3. ALL SINGLE POLE BREAKERS SHALL BE'SWD' RATED. KITCHEN LOAD 25.7 0.65 16.7 4.'" INDICATES GFCI BREAKERS. TOTAL LOAD 109.3 100.3 5. - INDICATES STANDARD T/M BREAKERS. DEMAND AMPS 278 6. PROVIDE HANDLE: TIES FOR MULTIWIRE BRANCH CIRCUITS. VOLTAGE: 120/208 PH: 3 WIRE: 4 i:� THE BOLE PROPERTY OF AO ARCHITECTURE, INC. AND (HALL PANEL: M2 ELe � � WRITTEN AUTHORIZATION OF RR DERIONERAREATOR C' CDDRAWN . ENCLOSURPAN ACE op BUSSING: 250A CU LW DATE � Q PROJECT MOUNTING: MOUNTING: SUR MAINS: MLO MAINS: MLO BRACING: 35 BRACING: INCOMING: TOP 35 KAIC. SYM. INCOMING: TOP LOAD PER PHASE LOAD PER PHASE GROUND BAR DESCRIPTION POLE BKR CONDUIT WIRE GND DESCRIPTION POLE BKR CONDUIT WIRE GND TRIP CKT A B C CKT TRIP GND WIRE CONDUIT BKR POLE DESCRIPTION LTG -KITCHEN 1 - 1/2 - 112 12 12 12 12 20 20 1 3 1.1 0.7 .3 `' 1.2 0.7 2 4 20 20 12 12 1/2 ** 1 REC-BATHRM LTG -DINING 1 12 12 1/2 ** 1 REGVERANDA LTG -CHANDELIER 1 - 1/2 - 1/2 _ 1/2 12 12 12 12 12 12 20 20 2 0 51.0 7 9 09 10 0 7 a " 10 09 6 8 1 0 20 20 2 0 12 12 1/2 - 1 REC-DINING LTG -WINCH 1 12 12 1/2 - 1 REGDINING - LTG DINING 1 12 12 1/2 - 1 REC-DINING LTG -DINING 1 - 1/2 - 1/2 12 12 12 12 20 20 11r= 13 ,,; G� 1 1 05 1.3 - 12 14 20 20 12 12 1/2 ** 1 REGDINING LTG -DINING 1 - - - - 1 SPARE JB) SHADES 1 - 1/2 - 1/2 - 1/2 12 12 12 12 12 12 20 20 20 15 17 19 1.0 0.6 116 10 06 10 U.0 18 20 20 20 20 12 12 1/2 ** 1 REG -M110.1, M600 JBX-W.SHADES 1 12 12 1/2 ** 1 REGM505 JBX-W.SHADES 1 12 12 1/2 ** 1 REGM505 SPARE 1 - - - - 20 21 - 0 6 22 20 12 12 1/2 ** 1 REGM505 AUTO DOOR 1 - 1/2 12 12 20 23 ` 05 03 24 1 20 12 12 1/2 ** 1 REC-M113 SPARE 1 ,H 1/2 - 1/2 - 1/2 ** 1/2 ** 1/2 ** 1/212 12 12 12 12 12 12 12 12 12 12 12 20 20 20 20 20 20 20 25 27 29,: 31 33 35 37 39 - 1.3 r ,, , ?„z ••••, 0 2 , 1.8 1.2 16 16 0.7 - 16 : 26 28 30 32 34 36 38 40 20 20 - - - - - - 12 12 112 ** 1 REC-M113 REGM101 1 - - - ** 1 SPARE JBX-M102 1 - - - - 1 SPACE JBX-M102.2 1 - - - - 1 SPACE REC-M103 1 - - - - 1 SPACE REC-M106 1 - - - - 1 SPACE REG,M106.1 1 - - - - 1 SPACE REGM114.1,M505 - - - - 1 SPACE JBX-M111.1 2 - 1/2 10 30 30 41 „•,,,,,•; 16 42 1 ** - - - - 1 SPACE 12 12 1/2 ** 1 REC-Ml16,M600 43 1.9 0 5 44 - 27 12 28 20 12 12 1/2 - 1 JBX-M119.2 MAU-2 (CU) 3 - 1/2 12 12 20 451.9 0.5 46 15 12 12 1/2 - 3 KEF-2 - - - - 31 0.8 32 20 47 49 1.9 0.5 1 0.7 6.0 ;„ 48 50 ** 1 REC-M118 SPACE 1 - - - - - 33 - 0.7 ` 34 MAU-2 (FAN) 3 - 1/2 12 12 15 51 0 7 6 0 52 60 10 6 1 - 3 RTU -1 12 1/2 - 1 JBX-M119.3 SPACE 53 55 O7 60 6.0 = 54 56 37 - -RM ROOM 1M 38 - - - - - 1 SPACE SPD 3 - 1/2 10 10 30 57 6.0 e „;;. 58 60 10 6 1 - 3 RTU -2 - - - - 41 - - 42 59 - 6.0 60 SPACE 43 1.3 - r. ,.. r KVA PER PHASE THIS SECTION - 24.7 24.5 26.0 - - 1 SPACE CONN DEM DEM 40 45 KVA PER PHASE SUB -FEED SECTIONS - - - - - - - 1 LOAD FACT LOAD TOTAL CONNECTED KVA 1.3 - 75.2 LIGHTING LOAD - - 7.7 1.25 9.6 NOTES: 49 5.7 14.00 : 50 RECEPT LOAD 4.4 NEC 4.4 1. + INDICATES RED LOCK -ON ATTACHMENT FOR BREAKER. PANEL- K407.2 3 _ 1 6 10 HVAC LOAD 51 5 7 14.0 45.3 1.0 45.3 2. PROVIDE'HACR' RATED BREAKERS FOR HVAC EQUIPMENT. 1-1/2 - 3 EQUIPMENT LOAD ISLAND 10.4 1.0 10.4 3. ALL SINGLE POLE BREAKERS SHALL BE'SWD' RATED. 54 KITCHEN LOAD 7.4 0.65 4.8 4. ** INDICATES GFCI BREAKERS. 55 6.0 56 TOTAL LOAD 75.2 74.5 5. PROVIDE HANDLE TIES FOR MULTIWIRE BRANCH CIRCUITS. 3- 1/2 10 10 30 DEMAND AMPS 6 0 58 60 10 207 VOLTAGE: 120/208 PH: 3WIRE: 4 i:� THE BOLE PROPERTY OF AO ARCHITECTURE, INC. AND (HALL PANEL: M2 /NOT WRITTEN AUTHORIZATION OF RR DERIONERAREATOR C' CDDRAWN c� op BUSSING: 400A CU LW DATE � Q PROJECT MOUNTING: w SURFACE MAINS: MLO BRACING: 35 KAIC. SYM. INCOMING: TOP LOAD PER PHASE GROUND BAR DESCRIPTION POLE BKR CONDUIT WIRE GND TRIP CKT A B C CKT TRIP GND WIRE CONDUIT 13 POLE DESCRIPTION LTG -EXTERIOR 1 - 1/2 12 12 20 1 1.0 0.4 2 20 12 12 1/2 ** 1 REC PUB _ LTG -DINING 1 - 1/2 12 12 20 3 14 0.5 4 20 12 12 1/2 ** 1 REC-PUB LTG -DINING 1 - 1/2 12 12 20 5 0.8 0.4 6 20 12 12 1/2 ** 1 REC-PUB JBX-W.SHADES 1 - 1/2 12 12 20 7 1.0 1.0 , •,,_ 8 20 12 12 1/2 ** 1 REC-PUB JBX-W.SHADES 1 - 1/2 12 12 20 9 11 1.0 1.0 10 20 12 12 1/2 ** 1 REC-PUB SPARE 1 - - - - 20 11 •• : , - 0.7 12 20 12 12 1/2 ** 1 REGENTRY DOOR SPARE 1 - - - - 20 13 - - �om14 20 - - - ** 1 SPARE REC-M500 1 ** 1/2 12 12 20 15 0.2 16 20 - - - ** 1 SPARE REC-M600 1 ** 1/2 12 12 20 17 0.2 0.7 18 20 12 12 1/2 - 1 REGDINING REC-M300 1 ** 1/2 12 12 20 19 1.6 U.0 20 20 12 12 1/2 ** 1 REGM34.1 REC-M600 1 ** 1/2 12 12 20 211.8 0.8 22 20 12 12 1/2 ** 1 REGM114.1,M505 REC-M301 1 ** 1/2 12 12 20 23 1.7 0.8 24 20 12 1 12 1/2 ** 1 REGM115,M505 REC-M302 1 ** 1/2 12 12 20 25 0.8 1.0 26 20 12 12 1/2 ** 1 REC-Ml16,M600 SPACE1 - - - - - 27 12 28 20 12 12 1/2 - 1 JBX-M119.2 SPACE 1 - - - - - 29 0.6 30 20 12 12 1/2 ** 1 REGM505 SPACE 1 - - - - - 31 0.8 32 20 12 12 1/2 ** 1 REC-M118 SPACE 1 - - - - - 33 - 0.7 ` 34 20 12 12 1/2 - 1 JBX-M119,M119.1 SPACE 1 - - - - -` ,• - 0.8 36 20 12 12 1/2 - 1 JBX-M119.3 SPACE 1 - - - - - 37 - -RM ROOM 1M 38 - - - - - 1 SPACE SPACE 1 - - - - - 39 .:.: 40 - - - - - 1 SPACE _ SPACE 1 - - - - - 41 - - 42 SPACE 43 1.3 - r. ,.. r 44 - - - - - 1 SPACE IRRIGATION WELL PUMP 3 - 3/4 $ 10 40 45 1.3 - 46 - - - - - 1 SPACE 47 1.3 - 48 - - - - - 1 SPACE 49 5.7 14.00 : 50 PANEL- K407.2 3 _ 1 6 10 60 51 5 7 14.0 52 150 6 1/0 1-1/2 - 3 DOAS-1 ISLAND 53 5.7 14,0 54 55 6.0 56 SPD 3- 1/2 10 10 30 57 6 0 58 60 10 6 1 - 3 RTU -3 59 60 KVA PER PHASE THIS SECTION 35.2 35.6 33.7 CONN DEM DEM KVA PER PHASE SUB -FEED SECTIONS - - - LOAD FACT LOAD TOTAL CONNECTED KVA 104.5 LIGHTING LOAD 3.2 1.25 4.0 NOTES: RECEPT LOAD 4.7 NEC 4.7 1. + INDICATES RED LOCK -ON ATTACHMENT FOR BREAKER. HVAC LOAD 60.0 1.0 60.0 2. PROVIDE'HACR' RATED BREAKERS FOR HVAC EQUIPMENT. EQUIPMENT LOAD 5.9 1.0 5.9 3. ALL SINGLE POLE BREAKERS SHALL BE:'SWD' RATED. KITCHEN LOAD 30.7 0.65 20.0 4. ** INDICATES GFCI BREAKERS. TOTAL LOAD 104.5 94.6 5. PROVIDE HANDLE TIES FOR MULTIWIRE BRANCH CIRCUITS. DEMAND AMPS 262 BREAKERS SHALL BE CONFIGURED/ SUBMITTED FOR REVIEW AND SHIPPED FROM MANUFACTURER ARRANGED AS SHOWN ON ELECTRICAL DRAWING PANEL SCHEDULES OR WILL BE DISAPPROVED. M cVEIGH & MANGUM ENGINEERING• INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904)483-5200 Fax: (904)636-6770 CA 6330 email: mail@McVeighMangum.com Eng. of Record: Andrew M. May License No.: 73102 bJD THISCRAWINO, fA CEIION CONCEPT AND rd DETAIL ARE i:� THE BOLE PROPERTY OF AO ARCHITECTURE, INC. AND (HALL RE COPIED IN ANY FORM OR MANNER WITHOUT /NOT WRITTEN AUTHORIZATION OF RR DERIONERAREATOR C' CDDRAWN c� op A LW DATE � Q PROJECT 16195 w OHEET NO, WAWWATOAA, wi 9211 474»4-21.4121 TE #. 414.421,09,21 FAx w.A ARCH. om REVISIONS ADDENDUM NO. 1 21 SEP 2018 �� N.� • c+iQ.7310 1 6�*pa A1��,,.* •gam' ELEC PANEL SCHEDULES ED302 DINING HALL THISCRAWINO, fA CEIION CONCEPT AND rd DETAIL ARE THE BOLE PROPERTY OF AO ARCHITECTURE, INC. AND (HALL RE COPIED IN ANY FORM OR MANNER WITHOUT /NOT WRITTEN AUTHORIZATION OF RR DERIONERAREATOR C' CDDRAWN BY A LW DATE 04 SEP 2018 PROJECT 16195 OHEET NO, ELEC PANEL SCHEDULES ED302 DINING HALL z O O x LL O z O of W IZ z w W W W IL r F_ M O x z O F_ U D a w W of O W CO Z ❑ Lu x n¢ - w Ir CL CO x U_ x 3 W O LL w I— C0 gJ Z c� O w N O w N U F- C0 Q) w C Im O J •EA J CL C7 L z ao ❑ o� --d-LL N o a M 3 = Lu -o r U N z a� z_ Lu Lu U w N Z ED 0 n W o ❑ w CD z Ln ¢ rn g La � x w v U LL O I w 0 LL. Z Q' w C.)) LL /w LT CO LL v O I F - Ln z rn w co � CO r C Z -v w C m v J CO �Z LL.� Ln co Cl) co � r Ln O o N X O FAC 61G15-32 FIRE PROTECTION (ALARM) CRITERIA 61 G 15-32.008 (1) OVERALL DESCRIPTION PROVIDE VOICE EVACUATION FIRE ALARM SYSTEM. PROVIDE SUPERVISION OF WET -PIPE SPRINKLER SYSTEM VIA TAMPER AND FLOW SWITCHES. PROVIDE SUPERVISION OF THE FIRE ALARM CONTROL PANEL'S POWER FROM BOTH THE DEDICATED 120VAC LINE AND THE INTERNAL BATTERY LINE. PROVIDE ACTIVATION OF ALL DOOR LOCKS FOR SAFE EGRESS FROM THE BUILDING WHEN IN ALARM. PROVIDE ANNUNCIATION OF THE FIRE ALARM SYSTEM VIA ALIDIBLE/VISUAL DEVICES LOCATED THROUGHOUT NORMALLY OCCUPIED SPACES. (2) GOVERNING CODES THE FIRE ALARM SYSTEM SHALL MEET ALL OF THE REQUIREMENTS OF THE LATEST APPLICABLE EDITIONS OF THE FLORIDA BUILDING CODE, THE FLORIDA FIRE PREVENTION CODE, NFPA 72, ADA, AND ALL LOCAL, NATIONAL, AND INTERNATIONAL CODES. THE FIRE ALARM SYSTEM SHALL MEET ALL OF THE REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION. (3) MINIMUM SYSTEM REQUIREMENTS THE ENGINEERING DRAWINGS CONTAINED HEREIN IDENTIFY MINIMUM FIRE ALARM SYSTEM REQUIREMENTS. ALL FIRE ALARM SWITCHES, MODULES, AND WIRING SHALL BE PROVIDED BY THE FIRE ALARM SUB -CONTRACTOR. FIRE ALARM SYSTEM SUB -CONTRACTOR SHALL BE RESPONSIBLE TO SUBMIT DETAILED SYSTEM DRAWINGS, CUTSHEETS, WIRING DIAGRAMS, ETC, AS REQUIRED FOR FINAL PERMITTING. (4) PLAN REQUIREMENTS MINIMUM SYSTEM REQUIREMENTS ARE SHOWN ON THE ENGINEERING DRAWINGS CONTAINED HEREIN: a. SYMBOLS LEGEND IS INDICATED ON ET101, SYSTEM RISER DIAGRAM WITH ALL INITIATION AND NOTIFICATION COMPONENTS AND CABLING REQUIREMENTS IS INDICATED ON THIS SHEET. ANY FIRE -RATED WALLS HAVE BEEN INDICATED BY LINE -TYPE OF THE WALLS ON THE ARCHITECTURAL PLANS. THE PRIMARY OCCUPANCY IS ASSEMBLY A-3. THE NUMBER OF OCCUPANTS IN ANY CONTINUOUS ASSEMBLY OCCUPANCY IS MORE THAN 300. THE CONSTRUCTION TYPE IS 3B. THERE IS 11,000 SQUARE FEET TOTAL. b. LOCATIONS OF INITIATION AND NOTIFICATION DEVICES AND CONNECTIONS TO RELATED SYSTEMS ARE SHOWN ON ELEC POWER PLANS; EXTERIOR BELL (OR OTHER AUDIBLE DEVICE) REQUIRED BY NFPA 13 SHALL BE PROVIDED AT LOCATION ACCEPTABLE TO THE FIRE MARSHAL. ADDITIONAL DEVICES SHALL BE INCLUDED IN THE BID AND PROVIDED AS DIRECTED BY THE FIRE MARSHAL. RELATED SYSTEMS INCLUDE DAMPERS AND DOORS. c. STROBE INTENSITY AND AUDIBLE OUTPUT RATINGS FOR ALL NOTIFICATION DEVICES ARE 75cd AND 92dBA, LION. STROBES MAY BE 15cd IN 20 FT WIDE OR NARROWER CORRIDORS. LOWER VISUAL INTENSITIES THAN 75cd ARE ALLOWED AS LONG AS THE ENTIRE NORMALLY OCCUPIED SPACE IS COVERED ACCORDING TO NFPA 72 VISUAL DEVICE CHARACTERISTICS. THE VISUAL AND AUDIBLE INTENSITY SHALL BE INCREASED WHERE REQUIRED FOR COMPLETE COVERAGE OF NORMALLY OCCUPIED SPACE. d. INITIATING DEVICE CIRCUITS, SIGNAL LINE CIRCUITS, AND NOTIFICATION APPLIANCE CIRCUITS SHALL BE CLASS B. ANY MAGNETIC DOOR HOLDER OR MAGNETIC DOOR LOCK CIRCUITS SHALL BE CLASS D. e. THE ALARM SYSTEM SHALL RECEIVE INITIATION SIGNALS AND PROVIDE NOTIFICATION SIGNALS AS SHOWN IN THE FIRE ALARM RISER AND OPERATIONS MATRIX. THE TRANSMISSION OF EMERGENCY SIGNALS SHALL BE BY DUAL LINE TELEPHONE CONNECTION TO UL LISTED CENTRAL STATION. ALL ALARM, TROUBLE AND SUPERVISORY CONDITIONS SHALL BE TRANSMITTED TO THE CENTRAL STATION. f. THE FIRE ALARM SYSTEM TYPE SHALL BE ADDRESSABLE, 24VDC, POWER LIMITED, FULLY SUPERVISED, WITH 15 MINUTE ALARM, 24 HOUR STANDBY BATTERY SYSTEM. g. SURGE PROTECTIVE DEVICES SHALL BE LOCATED ON THE INCOMING AC POWER (ADJACENT TO OR WITHIN THE PANEL) AND THE POINT OF ENTRY TO THE BUILDING FOR ANY EXTERIOR CIRCUITS. h. THE FIRE ALARM CONTROL PANEL SHALL BE LOCATED IN 32°F TO 104°F NON -CONDENSING. ANY OUTDOOR NOTIFICATION DEVICES SHALL BE WEATHER PROOF. 1. A SITE PLAN HAS BEEN PROVIDED. j. SMOKE DETECTION IS REQUIRED FOR THIS BUILDING AT THE FIRE ALARM CONTROL PANEL AND HVAC SYSTEMS OVER 2,000 CFM. k. SMOKE STRATIFICATION IS NOT APPLICABLE TO THIS CONSTRUCTION. I. THIS PERFORMANCE BASED CRITERIA SHALL PROVIDE THE BASIS OF DESIGN FOR THE FULL FIRE ALARM PERMIT DOCUMENTS AND MEET THE LOCAL AHJ'S REQUIREMENTS. NOTE THAT FIRE ALARM PLANS SUBMITTED HEREIN FOR BUILDING PERMIT ARE NOT PART OF THE FIRE ALARM PERMIT REVIEW. A SEPARATE SUBMITTAL AND PERMIT IS REQUIRED TO BE PROVIDED BY THE CONTRACTOR FOR THE FIRE ALARM SYSTEM MEETING ALL OF THE LOCAL AHJ'S REQUIREMENTS. IF REQUIRED BY THE AHJ, FIRE ALARM PERMIT DRAWINGS SHALL BE SIGNED AND SEALED BY 3RD PARTY PROFESSIONAL ENGINEER. m. THE CONSTRUCTION IS NOT HIGH-RISE OR MULTI -TENANT. THE ENTIRE BUILDING SHALL HAVE A GENERAL EVACUATION SIGNAL. n. WIRING FOR UNDERGROUND AND WET LOCATIONS SHALL BE AS RECOMMENDED BY THE MANUFACTURER. ANY EXTERIOR CIRCUITS SHALL BE INSTALLED IN CONDUIT, MINIMUM 18" BELOW GRADE WITH ORANGE WARNING TAPE ABOVE THE CONDUIT. o. OPERATION AND MAINTENANCE PROCEDURES AND MANUALS ARE INDICATED IN THE FIRE ALARM SPECIFICATIONS. (5) WIRING, BATTERY, VOLTAGE DROP RESPONSIBILTY: THE FIRE ALARM SHOP DRAWINGS SHALL INDICATE THE WIRING TO BE PROVIDED, BATTERY AND VOLTAGE DROP (CIRCUIT ANALYSIS) CALCULATIONS. THE CALCULATIONS SHALL APPLY THE MANUFACTURER'S DATA AND APPLICABLE NFPA 72 PROCEDURES. (6) SYSTEM TEST REQUIREMENTS: VENDOR SHALL FULLY TEST AND CERTIFY THE FIRE ALARM SYSTEM DOCUMENTING PROPER FUNCTION OF ALL DEVICES, INTERLOCKS, PROGRAMMING AND COMMUNICATIONS PROVIDING A FIRE ALARM SYSTEM RECORD OF COMPLETION AS REQUIRED BY NFPA 72, CHAPTER 10. (7) SPECIAL SYSTEM REQUIREMENTS: THERE ARE NO OWNER, INSURANCE UNDERWRITER, OR LOCAL FIRE CODE AMENDMENTS REQUIRED FOR THIS CONSTRUCTION. i FIRE ALARM SYSTEM MATRIX FIRE ALARM SYSTEM FIRE ALARM SYSTEM RESPONSE SEQUENCE OF OPERATIONS SYSTEM INPUTS MANUAL FIRE ALARM PULL STATION SMOKE DETECTOR HEAT DETECTOR DUCT DETECTOR SPRINKLER WATERFLOW SPRINKLER TAMPER FIRE ALARM AC POWER FAILURE FIRE ALARM SYSTEM LOW BATTERY OPEN CIRCUIT GROUND FAULT NOTIFICATION APPLIANCE CIRCUIT SHORT MANUAL AHU SHUTDOWN AND SMOKE DAMPER SWITCH DRY SYSTEM FLOW PRESSURE SWITCH DRY SYSTEM AIR MONITORING PRESSURE SWITCH NOTES 1. VERIFY EXACT REQUIREMENTS WITH THE LOCAL AHJ. .01 DUCT TYPE SMOKE DETS FOR HVAC SYSTEMS RATED OVER 2nnnIf— AT I CONTROL UNIT ANNUNCIATION NOTIFICATION FIRE CONTROL O� Oa 0 CO v Qv �rIj cop OCi � 'LSO v IT V Az =� O AZ Q�� C8 O v O o 0 A0, QS s �J\V� O= O� `p?� 0 J� G �g ptr � J� G> ®Q v� 63 �v� Vp QJ k, Up kl llc�' �� J R ,`Z ,`J� J� J� �� Q Q Q Q Q Q Q Q OOle PROVIDE SMOKE DETECTOR ABOVE 111 r7lDr= Al ADKA / %i/ EOL B 92dBA 8'" FIRE BELL 75cd ON EXTERIOR (TYP UON) J -ION CE T SHUNT INTERLOCK W/ PUBLIC ADDRESS SYSTEM(S) FIRE ALARM SYSTEM NOTES: 1. VOICE EVACUATION TO BE PROVIDED WITH PRE-PROGRAMMED MESSAGE AND MANUAL OVERRIDE. 2. ALL TAMPER AND FLOW SWITCH CONNECTION LOCATIONS TO BE FIELD VERIFIED WITH SPRINKLER SUB -CONTRACTOR AS REQ'D. 3. COORD. WITH M.C. TO PROVIDE SHUTDOWN INTERLOCK WIRING TO RESPECTIVE AHU AS REQUIRED. 4. COORDINATE DUAL LINE TELEPHONE CONNECTION FOR UL LISTED CENTRAL STATION MONITORING. 5. PROVIDE DUCT DETECTOR INDICATING PLATE ON CEILING GRID UNDER EACH RESPECTIVE DUCT DETECTOR LOCATION. ADDRESSABLE PANEL DISPLAY TO NOTE ROOM NUMBER FOR ALL DEVICES. 6. PROVIDE SHUNT INTERLOCK WITH THEATRICAL/PA SOUND SYSTEMS FOR SYSTEMS' SHUT DOWN UPON FIRE ALARM CONDITION. 1 FIRE ALARM RISER DIAGRAM WITH VOICE EVAC EC302 NOT TO SCALE M CVEIGH & MANGUM ENGINEERING -INC 9133 R.G. Skinner Parkway Jacksonville, Florida. 32256 Ph: (904)483-5200 Fax: (904)636-6770 CA 6330 email: mail@McVeighMangum.com Eng, of Record: Andrew M. May License No.: 73102 75 b4O THII DRAWINO, ITS DERION CONCEPT AND US DETAIL ARE -'. ?—i NOT BE COPIED IN ANY FORM OR MANNER WrrHOYT WRTFTEN AIWTHORRATION OF TTI DEIIONER/CREATOR v�DRAWN �0 BY _ LW � bA 04 SEP 2018 PROJECT 16195 SHEET NO, � Q v tot a� u 4-j c� 4_j 4t� S eli4 a`IN: 0§�'RBti 0 0 D AV k° WAWt Ae 05A, W� It213 49443:aZ1 1 TEL 414s421,0a 21 AX W W W s A 6 A K C H$ 0 0 Al ADDENDUM NO. 1 21 SEP 2018 ELEC FIRE RISER ED303 MIAIIAIh LJAI I THII DRAWINO, ITS DERION CONCEPT AND US DETAIL ARE -'. THE $OLE PROPERTY OF AO ARCHITECTYRE, INC. AND (HALL NOT BE COPIED IN ANY FORM OR MANNER WrrHOYT WRTFTEN AIWTHORRATION OF TTI DEIIONER/CREATOR v�DRAWN �0 BY _ LW DATE 04 SEP 2018 PROJECT 16195 SHEET NO, ELEC FIRE RISER ED303 MIAIIAIh LJAI I R LL C] N W Ui M r Z v dO ~ J0 � a'> W Uj N W _ � J VI O LL V FIRE SUPPRESSION SYSTEM PART 1 - GENERAL 1.01 WORK INCLUDED A. PROVIDE DESIGN AND INSTALLATION FOR A COMPLETE HYDRAULICALLY -CALCULATED, FULLY -AUTOMATIC, WET -PIPE FIRE SPRINKLER SYSTEM FOR ALL AREAS OF THE BUILDING AND AS INDICATED AND SPECIFIED HEREIN. FURNISH ALL NECESSARY EQUIPMENT INCLUDING FIRE PUMP (IF REQUIRED), PIPES, FITTINGS, VALVES, DESIGN, HYDRAULIC CALCULATIONS, TESTING, ALL MATERIAL AND LABOR FOR A COMPLETE FIRE SUPPRESSION SYSTEM. 1.02 QUALITY ASSURANCE A. CONFORM TO THE NFPA 13, 2010 EDITION, AND NFPA 20, 2010 EDITION (IF APPLICABLE). B. MATERIALS, DESIGN AND INSTALLATION SHALL CONFORM TO FEDERAL, STATE AND LOCAL CODE REQUIREMENT, INCLUDING LOCAL AUTHORITY HHAVING JURISDICTION, NFPA AND OWNER'S INSURANCE UNDERWRITER'S GUIDELINES (IF APPLICABLE). COMPLY WITH APPLICABLE BUILDING , CODES. 1.03 DESIGN A. SPRINKLER SYSTEM SHALL BE DESIGNED AS PER NFPA-13 AND SHALL MEET THE REQUIREMENTS OF THE OWNER'S INSURANCE COMPANY'S AND THE LOCAL FIRE MARSHAL'S REQUIREMENTS. B. THE AUTOMATIC FIRE SPRINKLER SYSTEM FOR THE ENTIRE BUILDING SHALL BE DESIGNED AS LIGHT HAZARD OCCUPANCY WITH THE EXCEPTION OF STORAGE, ELECT/MECH ROOM. THE SYSTEM SHALL BE DESIGNED TO DELIVER A MINIMUM OF 0.10 GPM/SF OF THE MOST HYDRAULICALLY DEMANDING 1500 SF. MAXIMUM COVERAGE AREA PER HEAD SHALL NOT EXCEED 225 SF; MAXIMUM HEAD SPACING SHALL NOT EXCEED 15 FEET. SPRINKLER HEADS SHALL BE ORDINARY TEMPERATURE, STANDARD RESPONSE -TYPE OR QUICK RESPONSE -TYPE; SEMI -RECESSED PENDENT -TYPE HEADS SHALL BE USED IN AREAS WITH CEILINGS; UPRIGHT -TYPE HEADS SHALL BE USED IN AREAS WITHOUT CEILINGS. C. THE AUTOMATIC FIRE SPRINKLER SYSTEM FOR THE STORAGE, MECH/ELEC ROOMS SHALL BE DESIGNED AS ORDINARY HAZARD (GROUP 1) OCCUPANCY. THE SYSTEM SHALL BE DESIGNED TO DELIVER A MINIMUM OF 0.15 GPM/SF OF THE MOST HYDRAULICALLY DEMANDING 1500 SF. MAXIMUM COVERAGE AREA PER HEAD SHALL NOT EXCEED 130 SF; MAXIMUM HEAD SPACING SHALL NOT EXCEED 15 FEET. SPRINKLER HEADS SHALL BE ORDINARY TEMPERATURE, STANDARD RESPONSE -TYPE OR QUICK RESPONSE -TYPE; SEMI -RECESSED PENDENT -TYPE HEADS SHALL BE USED IN AREAS WITH CEILINGS; UPRIGHT -TYPE HEADS SHALL BE USED IN AREAS WITHOUT CEILINGS. 1.04 SUBMITTALS A. SUBCONTRACTOR SHALL PROVIDE COPIES OF DESIGN CALCULATIONS, DRAWINGS AND ALL SUBMITTAL DATA. SHOP DRAWINGS SHALL BE PER REQUIREMENTS OF NFPA 13. ALL SHOP DRAWINGS SHALL BE SUBMITTED TO THE OWNER'S INSURANCE COMPANY AND SHALL BEAR THE STAMP OF APPROVAL FROM THE INSURANCE COMPANY. AFTER THE OWNER'S INSURANCE COMPANY'S APPROVAL, THE CONTRACTOR SHALL SUBMIT THE DRAWINGS TO THE LOCAL FIRE MARSHAL'S OFFICE. AFTER THE LOCAL FIRE MARSHAL'S OFFICE APPROVAL, THE CONTRACTOR SHALL SUBMIT COPIES OF THE DRAWINGS, CALCULATIONS AND ALL SUBMITTAL DATA TO THE ARCHITECT/ENGINEER FOR THE APPROVAL. NO WORK SHALL COMMENCE BEFORE THE SHOP DRAWINGS HAVE BEEN APPROVED BY THE ARCHITECT/ENGINEER. CONTRACTOR SHALL MAKE A FIELD VISIT TO THE JOBSITE BEFORE THIS PROJECT. NO ALLOWANCES WILL BE MADE AVAILABLE FOR VISIBLE CONDITIONS. B. PROVIDE THREE (3) COPIES OF "CONTRACTOR'S MATERIAL AND TEST CERTIFICATE" FOR ABOVE GROUND AND BELOW GROUND PIPING AS DESCRIBED IN NFPA 13. TWO COPIES SHALL BE INCLUDED IN THE OWNER'S OPERATION AND MAINTENANCE MANUALS AS DESCRIBED BELOW AND ONE SHALL BE SENT TO THE ENGINEER AS A RECORD OF COMPLETION. C. PROVIDE TWO (2) OPERATION AND MAINTENANCE MANUALS TO THE OWNER. INCLUDE COMPLETE OPERATION AND MAINTENANCE INSTRUCTIONS FOR THE SPECIFIC MAKE AND MODEL OF ALL VALVES, WATERFLOW AND TAMPER SWITCHES, BACKFLOW PREVENTERS, AND OTHER TRIM FURNISHED. SERIAL NUMBERS AND ORDERING INFORMATION SHALL BE PROVIDED. PROVIDE MANUALS IN A NEAT AND ORDERLY 3 -RING BINDER COMPLETE WITH SECTIONAL TABS DIVIDING UP THE INFORMATION. INCLUDE ONE COMPLETE SET OF APPROVED HYDRAULIC CALCULATIONS AND TWO (2) NEW COPIES OF NFPA 25, 2002 EDITION. 1.05 TRAINING A. PROVIDE UP TO 4 HOURS OF TRAINING FOR OWNER. FAMILIARIZE OWNER WITH BASIC FUNCTION OF SYSTEM, LOCATION OF RISER, MAINTENANCE REQUIREMENTS (NFPA 25), EMERGENCY CONTACTS, SHUTOFF VALVE LOCATION, ETC. PART 2 - PRODUCTS 2.01 PIPING A. GENERAL: ASTM A53; ANSI/ASTM A135; ANSI/ASME B36.10: BLACK. B. ABOVE GRADE: 1. 2" DIAMETER AND SMALLER: THREADED BLACK STEEL, SCHEDULE 40, MEETING ASTM A53. 2. 2 1/2" DIAMETER AND LARGER: MECHANICALLY -GROOVED BLACK STEEL, SCHEDULE 10 MINIMUM, MEETING ASTM A53. C. BELOW GRADE: 1. DUCTILE IRON PIPE, AWWA C151, CLASS 52, UNLESS PROHIBITED BY LOCAL AUTHORITY HAVING JURISDICTION. 2. PUSH -ON JOINT TYPE PIPE: AWWA C111, RUBBER GASKETS. 3. MECHANICAL JOINT TYPE PIPE: AWWA C111, RUBBER GASKETS. 2.02 PIPE FITTINGS A. STEEL PIPE: ANSI/ASME 819.9, WROUGHT STEEL, BUTT -WELDED. ANSI/ASME B16.25, BUTT -WELDED ENDS. ASTM A234, WROUGHT CARBON STEEL AND ALLOY STEEL. ANSI/ASME B16.5, STEEL FLANGES AND FITTINGS. ANSI/ASME B16.11, FORGED STEEL SOCKET WELDED AND THREADED OR AS APPROVED BY NFPA-13 (1994). B. CAST IRON: ANSI/ASME B16.1, FLANGES AND FITTINGS. B16.4, SCREWED FITTINGS. C. MALLEABLE IRON FITTINGS: ANSI/ASME B16.3, SCREWED TYPE. ANSI/ASTM A47. D. DUCTILE IRON FITTINGS: 1. AWWA C110, 250 PSIG MINIMUM RATING. 2. AWWA C153 COMPACT FITTINGS, 350 PSIG MINIMUM RATING. E. PRESSURE RATINGS NOT INDICATED SHALL BE AS REQUIRED BY THE DESIGN SYSTEM PRESSURE. 2.03 UNIONS, FLANGES AND COUPLINGS A. UNIONS: 150 PSI MALLEABLE IRON FOR THREADED FERROUS PIPING OR AS REQUIRED BY THE DESIGN SYSTEM PRESSURE. B. FLANGES: FORGED CARBON STEEL 150 -LB, OR AS REQUIRED BY THE DESIGN SYSTEM PRESSURE, WELDING NECK TYPE CONFORMING TO ASTM A181, GRADE 1. FLANGES SHALL HAVE RAISED FACE AND GASKETS CONFORMING TO ANSI B16.5. C. MECHANICAL GROOVED COUPLINGS: MALLEABLE IRON HOUSING CLAMPS TO ENGAGE AND LOCK, DESIGNED TO PERMIT SOME ANGULAR DEFLECTION, CONTRACTION AND EXPANSION, "C" -SHAPED COMPOSITION SCALING GASKET, STEEL BOLTS, NUTS AND WASHERS; GALVANIZED COUPLINGS FOR GALVANIZED PIPE AND AS REQUIRED BY SYSTEM PRESSURE. 2.04 GATE VALVES A. IRON BODY, BRONZE TRIM, RISING STEM, OUTSIDE SCREW AND YOKE WITH SOLID WEDGE. B. UL/FM LISTED AND APPROVED. 2.05 FIRE PROTECTION EQUIPMENT A. SPRINKLER HEADS 1. SPRINKLERS IN AREAS WITH CEILINGS SHALL BE'/2-INCH SEMI -RECESSED, PENDENT -TYPE HEADS WITH CHROME ESCUTCHEONS EQUAL TO TYCO TY -B (STANDARD RESPONSE, K=5.6, 5MM 155° F GLASS BULB) OR TY -FRB (QUICK RESPONSE, K=5.6). 2. SPRINKLERS IN AREAS WITHOUT CEILINGS SHALL BE'/2-INCH UPRIGHT -TYPE WITH BRASS FINISH EQUAL TO TYCO TY -B (STANDARD RESPONSE, K=5.6) OR TY -FRB (QUICK RESPONSE, K=5.6). 3. SPRINKLERS IN AREAS EXPOSED TO FREEZING SHALL BE'/2-INCH DRY PENDANT CHROME FINISH 4. TEMPERATURE RATINGS SHALL BE IN ACCORDANCE WITH NFPA 13. B. FIRE PUMP SYSTEM (IF REQUIRED) 1. PROVIDE ONE (1) ELECTRIC MOTOR DRIVEN HORIZONTAL SPLIT CASE FIRE PUMP COMPLETE WITH PUMP, MOTOR, CONTROLLER, CITY WATER BYPASS, TEST HEADER, PRESSURE MAINTENANCE PUMP AND CONTROLLER, CONCRETE BASE AND ALL REQUIRED ACCESSORIES FOR AN APPROVED INSTALLATION, IF HYDRAULICALLY REQUIRED. FIRE PUMP SYSTEM SHALL BE BY A SINGLE SUPPLIER AND BY ITT BELL & GOSSETT, A -C PUMP OR AURORA. 2. MATERIALS AND INSTALLATION SHALL COMPLY WITH UL "FIRE PROTECTION EQUIPMENT DIRECTORY" AND FM "APPROVAL GUIDE". 3. CAPACITIES: FURNISH PUMPS WITH NO LESS THAN 150% OF RATED CAPACITY AT NOT LESS THAN 65% OF THE TOTAL RATED HEAD. PROVIDE PUMPS WITH THE SHUTOFF HEAD NOT TO EXCEED 120% OF RATED HEAD. PUMP SHALL BE FACTORY TESTED. 4. MOTOR: NEMA MG1, OPEN DRIP -PROOF, SQUIRREL -CAGE, INDUCTION MOTORS. INCLUDE CONSTRUCTION THAT COMPLIES WITH NFPA-20 AND NFPA-70, AND WIRING COMPATIBLE WITH CONTROLLER USED. 4. CONTROLLER: COMBINED AUTOMATIC AND NON -AUTOMATIC OPERATION, i3OMPLYING WITH UL 508, UL LISTED AND FM APPROVED, FACTORY ASSEMBLED AND WIRED, SERVICE RATED TO 65,000 AMPERES, FACTORY TESTED FOR CAPACITIES AND ELECTRICAL CHARACTERISTICS AND WITH FEATURES INDICATED. 5. PROVIDE UL LISTED REMOTE ALARM PANEL WITH THE FOLLOWING SIGNALS: MOTOR OPERATING CONDITION, LOSS OF LINE POWER, PHASF REVERSAL AND LOW WATER PRESSURE. C. ADD FLOW INDICATORS AND SUPERVISORY SWITCHES IF DESIRED. PART 3 - EXECUTION 3.01 INSTALLATION A. EMPLOY CERTIFIED WELDERS IN ACCORDANCE WITH FEDERAL, STATE, LOCAL �kGENCIES AND NFPA-13 AND 14 REQUIREMENTS. B. SCREW JOINT STEEL PIPING UP TO AND INCLUDING 2 INCH DIAMETER. USE MECHANICAL GROOVED JOINTS FOR PIPING 2-1/2 INCH DIAMETER AND LARGER, INCLUDING BRANCH CONNECTIONS. C. INSTALL PIPING IN STRICT ACCORDANCE WITH NFPA 13 AND NFPA 20. D. SEAL PIPING AND SLEEVE PENETRATION TO ACHIEVE FIRE RESISTANCE EQUIVp,LENT TO FIRE SEPARATION REQUIRED. E. COORDINATE WITH OTHER TRADES TO AVOID CONFLICT. F. PROVIDE ALL INSTALLATION AND WIRING FOR SYSTEMS LESS THAN 120 VOLTS. FAC 61G15-32 FIRE PROTECTION CRITERIA 61 G 15-32.003 (1) OVERALL DESCRIPTION FLORIDA CERTIFICATE OF AUTHORIZATION THE NEW CONSTRUCTION IS A SINGLE -STORY DINING FACILITY OF APPROXIMATELY ARCHITECTURE AA0002562 11,000 SQUARE FEET WITH A NEW WET PIPE FIRE SPRINKLER SYSTEM, DESIGNED PE, ENGINEERING EB0006501 NFPA 13, 2013 EDITION. 000PITHE (2) ACCEPTANCE TESTING 10 ACCEPTANCE TESTING SHALL BE PROVIDED PER NFPA 13, 2013 EDITION. (3) OCCUPANCY CLASSIFICATION THE BUILDING IS A SINGLE STORY A-3 OCCUPANCY WITH VB CONSTRUCTION TYPE (4) PREPARATION OF DOCUMENTS THE SPRINKLER SYSTEM FOR THE BUILDING WILL BE A WET PIPE SYSTEM, DESIGNEC1 PER NFPA 13, 2013 EDITION, FOR LIGHT AND ORDINARY HAZARD OCCUPANCY. THE SYSTEM WILL INCLUDE USING STEEL PIPING LOCATED ABOVE THE CEILING, WITH DROPS TO RECESSED PENDENT OR SIDEWALL SPRINKLERS COVERING AREAS BELOW THE CEILING. SPRINKLERS WILL BE'QUICK RESPONSE' TYPE. ALTERNATIVE: THE SYSTEM WILL INCLUDE USING LISTED CPVC PIPING LOCATED ABOVE THE CEILING, WITH CPVC PIPE DROPS TO RECESSED PENDENT OR SIDEWALL SPRINKLERS COVERING AREAS BELOW THE CEILING. ANY EXPOSED PIPING WILL BE STEEL. SPRINKLERS WILL BE'QUICK RESPONSE' TYPE. ALTERNATIVE: LOCATE SPRINKLERS IN CENTER OF CEILING TILE. (5) STRUCTURAL SUPPORT STRUCTURAL SUPPORT AND STRUCTURAL OPENINGS FOR THE FIRE PROTECTION SYSTEM INCLUDING LIVE AND DEAD LOADS HAVE BEEN COORDINATED WITH THE STRUCTURAL ENGINEER. STEEL SLEEVES WILL BE SET PRIOR TO CONCRETE PLACEMENT, TO PROVIDE FOR PENETRATIONS OF FIRE PROTECTION PIPING THROUGH THE FLOORS OR ROOF STRUCTURE. CORE DRILLING WILL BE ALLOWED FOR CMU WALL PENETRATIONS FOR FIRE PROTECTION PIPING AS MAY BE REQUIRED. ALL PENETRATIONS WILL BE PROPERLY FIRE -CAULKED, AS REQUIRED. 61 G 15-32.004 2(a) POINT OF SERVICE: A 6" PRIVATE FIRE SERVICE WILL BE EXTENDED INTO INTO THE BUILDING TO SERVE THE SPRINKLER SYSTEM.THE LENGTH OF PIPE FROM THE EXISTING 6" WATER MAIN TO THE RISER IS ESTIMATED TO BE 50' 2(b) GOVERNING STANDARDS: SYSTEM DESIGN AND INSTALLATION SHALL COMPLY WITH 2013 EDITION OF NFPA 13 AND THE 2013 EDITION OF NFPA 24 AS WELL AS THE 2017 FLORIDA BUILDING CODE AND THE SIXTH EDITION OF FLORIDA FIRE PREVENTION CODE. 2(c) OCCUPANCY CLASSIFICATIONS: THIS BUILDING IS CLASSIFIED AS ORDINARY HAZARD GROUP I IN ALL GENERAL USE, FDOD SERVICE AREAS, AND RECREATION AREAS. STORAGE ROOM SHALL BE CONSIDERED ORDINARY HAZARD GROUP I 2(d) DESIGN APPROACH: THE SYSTEM SHALL BE A HYDRAULICALLY -CALCULATED FULLY -AUTOMATIC, WET SYSTEM. LIGHT HAZARD OCCUPANCY AREAS OF THE BUILDING SHALL BE DESIGNED FOR 0.10 C')PM/SF OVER THE MOST -DEMANDING 1500 SQUARE FEET USING 155-F (K=5.6)'QUICK-RESPONISE' HEADS (COVERAGE AREA REDUCTION BASED ON 10 FEET CEILING HEIGHTS PER NFPik-13, FIGURE 11.2.3.2.3.1) WITH A MAXIMUM COVERAGE AREA OF 225 SF PER HEAD AND MAXIMUM HEAD SPACING OF 15 FEET. THE ORDINARY HAZARD AREAS OF THE BUILDING SHALL BE DESIGNED FOR 0.15 GPM/SF OVER THE MOST -DEMANDING 1500 SQUARE FEET USING 155-F (K=5.6) QRS SPRINKLERS WITH A MAXIMUM COVERAGE AREA OF 130 SF PER HEAD AND MAXIMUM HEAD SPACING OF 15 FEET. NOTE: AREAS OF COVERAGE PER HEAD CAN BE MODIFIED FOR EXTENDED COVERAGI HEADS, BUT CANNOT EXCEED 400 SQFT PER HEAD - REMOTE AREA SHOULD BE MODIFIED FOR OR REDUCTION, DRY SYSTEM AND ROOF SLOPE ADJUSTMENTS, ETC. AS NEEDED. 2(e) WATER SUPPLY CHARACTERISTICS: THE WATER SUPPLY IS FROM A 6" WATER MAIN AND THE 6" BRANCH HAS BEEN RUN FROM THE MAIN TO APPROXIMATELY5 FEET FROM THE FACE OF THE BUILDING ACCORDING �TO THE CIVIL PLANS. THE DURATION OF THE SUPPLY WILL BE ADEQUATE FOR THIS APPLICATION. 2(f) FLOW TEST INFORMATION: STATIC PRESSURE: 50 PSI RESIDUAL PRESSURE: 39 PSI PITOT TUBE AVERAGE PRESSURE: 25 PSIG FLOWRATE AT TEST: 839 GPM TEST CONDUCTED AT 12/21/2017 AT 12:12PM FLOW TEST WAS CONDUCTED ON THE HYDRANT AT 5819 ORION AND 5810 ORION 2(a) VALVING AND ALARM REQUIREMENTS: INSTALL FLOW SWITCH IN FIRE RISER AND PUT TAMPER SWITCH ON CONTROL VALVE IN RISER WITH LOCAL AUDIBLE ALARM AND CENTRAL STATION MONITORING - ISOLATION VALVES ON BACKFLOW PREVENTER OUTSIDE SHALL BE CHAINED AND LOCKED OPEN. 2(h) MIC RISK EVALUATION: THERE IS A MINIMAL RISK OF MIC IN THE WATER SUPPLY FOR THIS LOCATION ACCORDING TO THE CITY OF JACKSONVILLE PLAN REVIEW OFFICE AND UTILITY COMPANY 20) BACKFLOW PREVENTION DETAILS: 6" DOUBLE-CHECK DETECTOR ASSEMBLY BACKFLOW PREVENTER MEETING UTILITY COMPANY REQUIREMENTS SHALL BE INSTALLED. MAXIMUM PRESSURE DROP ACROSS BACKFLOW PREVENTER TO BE 10 PSI. 2(i) COMPONENT SPECIFICATIONS: ALL INSIDE AND UNDERGROUND PIPING, VALVES, SWITCHES, AND OTHER COMPONENTS TO BE UL AND FM LISTED MATERIALS FOR FIRE PROTECTION. ALL UNDERGROUND PIPING SHALL BE INSTALLED BY A STATE (FS635.521) CERTIFIED CONTRACTOR, WHO SHALL BE RESPONSIBLE FOR PIPING OUTSIDE OF THE BUILDING UP TO ONE FOOT ABOVE FINISHED FLOOR INSIDE THE BUILDING. 2(k) FIRE PUMP DETERMINATION: BASED ON PRELIMINARY HYDRAULIC ANALYSIS (INCLUDED ON THIS DRAWING), A FIRE PUMP WILL NOT BE REQUIRED FOR THIS PROJECT. THE FIRE SPRINKLER CONTRACTOR MUST NOTIFY THE ARCHITECT/ENGINEER IF THE HYDRAULIC CALCULATIONS THAT ARE BASED ON THE SYSTEM DESIGN PROVE TO THE CONTRARY. 2(I) FIREWATER STORAGE TANK DETERMINATION: THE WATER SUPPLY FOR FIRE SPRINKLER SYSTEM IS SUPPLIED BY THE CITY. IT IS BELIEVED THAT THE SOURCE IS RELIABLE AND CAPABLE OF DELIVERING THE REQUIRED FLOW ON CONTINUOUS BASIS. AS THE RESULT, NO STORAGE TANK IS REQUIRED. 2(m) OWNERS CERTIFICATE: IN STORAGE OCCUPANCIES, THE OWNER'S INFORMATION CERTIFICATE IS ATTACHED FROM THE PROPERTY OWNER AS IT CLEARLY DEFINES THE STORAGE CONFIGURATION OF THE SPACE FOR THE CURRENT AND FUTURE USE OF THE PROPERTY, AS REQUIRED BY NFPA 134.3. EXTERI FIRE DEPARTP CONNECTION BALI T1 rIM9 Al AMRA n%lnI-AA VVHI CK OUr-r-LT 4 S>3 NECTION VALVE W LINE ISED ,LVE SWITCH ALARM TWIM FP -SYSTEM RISER DIAGRAM DETAIL SCALE: 1/4" = V-0" PRELIMINARY HYDRAULIC ANALYSIS WORKSHEET LIGHT HAZARD (WET PIPE SYSTEM) 1. ESTIMATED FLOW REQUIREMENTS: A. DENSITY x DESIGN AREA x BALANCING FACTOR DENSITY = 0.10 GPM/SF DESIGN AREA = 1,500 SF BALANCING FACTOR = 1.3 (0.1 GPM/SF) x (1,500 SF) x (1.3) = 195 GPM B. OUTSIDE HOSE STREAM DEMAND = 100 GPM TOTAL ESTIMATED FLOW DEMAND = A+B = 195 GPM + 100 GPM = 295 GPM 2. ESTIMATED FLOW PRESSURE REQUIREMENTS: A. END SPRINKLER PRESSURE Q=k�P Q2 = k2P P=Q2/k2 P = (Q/k)2 Q = DESIGN DENSITY x COVERAGE AREA PER SPRINKLER Q = 0.1 GPM/SF x 225 SF = 22.5 GPM k = 5.6 P = (22.5/5.6)2 = 16.1 PSI B. ESTIMATED ELEVATION LOSS HEIGHT x 0.433 20 x 0.433 = 8.66 PSI - C. ESTIMATED OUTSIDE FRICTION LOSS (INCLUDING DDCV BACKFLOW PREVENTOR) 15 PSI D. ESTIMATED INSIDE FRICTION LOSS = 15 PSI ESTIMATED TOTAL PRESSURE = A + B + C + D =16.1+8.66+15+15=54.76 PSI PRELIMINARY HYDRAULIC ANALYSIS WORKSHEET ORDINARY HAZARD GROUP I (WET PIPE SYSTEM) 1. FLOW REQUIREMENTS: A. DENSITY x DESIGN AREA x BALANCING FACTOR DENSITY = 0.15 GPM/SF DESIGN AREA = 1,500 SF BALANCING FACTOR = 1.3 (0.15 GPM/SF) x (1,500 SF) x (1.3) = 293 GPM B. OUTSIDE HOSE STREAM DEMAND = 250 GPM TOTAL FLOW DEMAND = A+B = 293 GPM + 250 GPM = 543 GPM 2. FLOW PRESSURE REQUIREMENTS: A. END SPRINKLER PRESSURE Q=k4P Q2 = k2P P=Q2/k2 P = (Q/k)2 Q = DESIGN DENSITY x COVERAGE AREA PER SPRINKLER Q=0.15 GPM/SF x 130 SF = 19.5 GPM k = 5.6 P = (19.5/5.6)2 = 12.1 PSI B. ELEVATION LOSS HEIGHT x 0.433 20 x 0.433 = 8.66 PSI C. OUTSIDE FRICTION LOSS (INCLUDING DDCV BACKFLOW PREVENTOR) = 15 PSI D. INSIDE FRICTION LOSS = 15 PSI TOTAL PRESSURE = A + B + C + D =12.1+8.66+15+15=54.76 PSI �A*�4# MCVEIGH&MANGUM ENGINEERING• INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 CA 6330 Ph: (904) 483-5200 Fax: (904) 636-6700 email: mail@McVeighMangum eom Eng. of Record: License No.: Architecture 1414 UNDERWOOD AVE. WAUWATO5A, WI 53213 414.431.3131 T E L 4 1 4. 4 3 1. 0 5 3 1 P A X W WW.AGARCH.C.OM A r c b i t e c t a r e F, n g i n e e r i n g 1' I a 71 n i n g REVISIONS ADDENDUM NO. 1 21 SEPT 2018 lilNfr<j; N0. 82121 .� ¢`�` TATE OF. f. ,/� '•.. &. 0 C ''trlllltflllkttll��` OA^ / ,0 FLORIDA CERTIFICATE OF AUTHORIZATION ARCHITECTURE AA0002562 ENGINEERING EB0006501 THIS DRAWING, ITS DESIGN CONCEPT AND TTS DETAIL ARE 000PITHE SOLE PROPERTY OF AGARCHITECTURE, INC. AND SHALL 10 ED IN ANY FORM OR MANNER WITHOUT N AUTHORIZATION OF ITS DESIGNERICREATOR DATE 04 SEP 2018 PROJECT 16195 SHEET NO. FP CRITERIA SHEETFPD�O 6"F RISER INI BUILDING. COORDINATE LOCATION W MECHANICAL AND PLUMBIP EQUIPMENT Ido Architecture 1414 UNDERWOOD AVE. WAUWATOSA, WI 53113 4 1 4. 4 3 1. 3 1 3 1 T£ L 414.431.0531 F A X W W W. A G A R C H. C O M A f G b 1 t e c t m T B F, n g i ti e r r i n g (' 1 a at ri n g REVISIONS ADDENDUM NO. 1, 21 SEPT 2018 ``,E�`\1yy}! l l l l i i f!9f l f1lij r No. 82121. .. e FIRE PROTECTION FLOOR PLAN FPD101 SCALE: '1/8 - 1'-0 =�•'• TRi1= OF `ate }�"�`\\\\'N oexk FLORIDA CERTIFICATE OF AUTHORIZATION ARCHITECTURE AA0002562 /� ENGINEERING EM01 THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAILTAILME A THE SOLE PROPERTY OF AG ARCHITECTURE, INC AND SHALL )A NOT HE COPIED IN ANY FORM OR MANNER WITHOUT / )� WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATORDATE McVEIGH&MANGUM V � 04 SEP 2018 ENGINEERING•INC 9133 R.G. Skinner Parkway PROJECT Jacksonville, Florida 32256 16195 CA 6330 Ph: '904,483-520 904) 483-5200 Fax: (904) 636-6700 email: mail@McVeighMangum.com Eng. of Record: Thomas J. Fugard License No.: 82121 SHEET NO. FPD101 L FIRE PROTECTION FOOR PLAN MAINSTREET ct w Ct by ct U Ct Architecture 1414 UNDERWOOD AVE. WAUWATOSA, WI 53113 4 1 4. 4 3 1. 3 1 3 1 T£ L 414.431.0531 F A X W W W. A G A R C H. C O M A f G b 1 t e c t m T B F, n g i ti e r r i n g (' 1 a at ri n g REVISIONS ADDENDUM NO. 1, 21 SEPT 2018 ``,E�`\1yy}! l l l l i i f!9f l f1lij r No. 82121. .. e FIRE PROTECTION FLOOR PLAN FPD101 SCALE: '1/8 - 1'-0 =�•'• TRi1= OF `ate }�"�`\\\\'N oexk FLORIDA CERTIFICATE OF AUTHORIZATION ARCHITECTURE AA0002562 /� ENGINEERING EM01 THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAILTAILME A THE SOLE PROPERTY OF AG ARCHITECTURE, INC AND SHALL )A NOT HE COPIED IN ANY FORM OR MANNER WITHOUT / )� WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATORDATE McVEIGH&MANGUM V � 04 SEP 2018 ENGINEERING•INC 9133 R.G. Skinner Parkway PROJECT Jacksonville, Florida 32256 16195 CA 6330 Ph: '904,483-520 904) 483-5200 Fax: (904) 636-6700 email: mail@McVeighMangum.com Eng. of Record: Thomas J. Fugard License No.: 82121 SHEET NO. FPD101 L FIRE PROTECTION FOOR PLAN MAINSTREET 0 i e n F' li i nil I� tAl,' 0 4" G 11 U c LL ;E 0- 10 1� LU N N Z� E o w'v fL v w�wcc = VI 0 LL lJ LY 4" ST. SEE CIVIL FOR i CONTINUATION 4" ST. SEE CIVIL FOR CONTINUATION ( ;. ............ DRAIN, WASTE, VENT PLAN SCALE: 1/8" = 1'-0" �— 4" ST. SEE CIVIL FOR CONTINUATION 4" ST. SEE CIVIL FOR CONTINUATION COTG 4" S COTG 4" S. SEE CIVIL FOR S CONTINUATION 4" ST. SEE CIVIL FOR CONTINUATION McVEIGH&MANGUM ENGINEERING - INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 CA 6330 Ph: (904) 483-5200 Fax: (904) 636-6700 email: mail@McVeighMangum coin Eng. of Record: Thomas J. Fugard License No.: 82121 ct • P� Architecture 1414 UNDERWOOD AVE. WAUWATOSA, WI 53213 414.431.3131 TEL 4 1 4. 4 3 7 .0 5 3 1 F A X WWW . A G.A R C H. C.O M A 'r G h l t P G t u r e E n g i n e e r i n g Y I a n n i n g REVISIONS ADDENDUM NO. 1 21 SEPT 2018 E "x No. 82121 STATE OF A-1 P ®� FLORIDA CERTIFICATE OF AUTHORIZATION ARCHITECTURE AA0002562 ENGINEERING EB0006501 �!/� THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE /y ,/1 THE SOLE PROPERTY OF AGARCHITECTIM, INC. AND SHALL /�//� NOT EE COPIED IN ANY FORM OR MANNER WITHOUT WRTITEN AUTHORIZATION OF ITS DESIGNER/CREATOR DATE 04 SEP 2018 PROJECT 16195 SHEET NO. DWV PD101PLAN MC� w Q U C� Architecture 1414 UNDERWOOD AVE. WAUWATOSA, WI 53213 414.431.3131 TEL 4 1 4. 4 3 7 .0 5 3 1 F A X WWW . A G.A R C H. C.O M A 'r G h l t P G t u r e E n g i n e e r i n g Y I a n n i n g REVISIONS ADDENDUM NO. 1 21 SEPT 2018 E "x No. 82121 STATE OF A-1 P ®� FLORIDA CERTIFICATE OF AUTHORIZATION ARCHITECTURE AA0002562 ENGINEERING EB0006501 �!/� THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE /y ,/1 THE SOLE PROPERTY OF AGARCHITECTIM, INC. AND SHALL /�//� NOT EE COPIED IN ANY FORM OR MANNER WITHOUT WRTITEN AUTHORIZATION OF ITS DESIGNER/CREATOR DATE 04 SEP 2018 PROJECT 16195 SHEET NO. DWV PD101PLAN n FF J I 04 j I N, , (V 3/4" CW 3/4" HW II U TMV-1-D ECHANICAL ROOM - ENLARGED PLAN .E: 1/2" = V-0" 1-1/2" NG SERVICE. EXPECTED DEMAND = II 2,385 MBH AT 2PS1 GAS METER PROVIDED BY CITY 3/4" CW/HW 2-1/2" CW L:;::::::::: 2" HW / HW140 3/4" HWR / HWR140 1-1/2" NG I N 3" CW SERVICE SHUTOFFlALVE IN VALVE BOX MS -1 TRASH L2( -)i ELEC. E2:3] {11 OFFICE I � 611 3, 2 X13: FORMAL DINING PRIVATE DINING 6913; 1/2" bW DOWN TO FILTER TO SERV QUIPMENT IN ROOM 6117. SE , ITN 1/2" CW/HW EQUIPMEN ..DRAWINGS FOR ADDITIONAL'I RMATION. ::BEVERAGE � ,r, AIIGi� 6117; f STORAGE F i PD102 ;'; � �.% 1 - 4nNG UP TO ROOF X _ 'Y SER TP- 1 i 1 E V i El�-,. ��5 CW/HW _ L-6 WC 3 WC -3 L- 1/2" ,F - - �i b CW/H iv 1 1/2 CW 1 1/4" CW 1 HW N .. N \ o 04 _ I .. ......._.................................... �E 2 1/2" CW I t N 1„ CW ... _......- _ . 2 HW- ::-.-_.... - FOOD __ I SERVICE:::: " t 1 t _ I I 1 p �1s C-3 f 3/4F� -I ._. ... I l - ..al r' 1 EI 1/2 CW::. 6115 . / - - _ , CW/HW — 3/ " - _ TP i TP -1 (= 1/2" W/HW-:::.::::::, : ;! CW/HW L -51i B/S CW/HW .�l.._; i 2'E —I MENS FF cY' /2" C HEADER I' 1 3/4" CW ! (ter 1/2 CW . '' c I 1 TP -1 - -' �TP-1 1/2" HW ``'- Q 3/4" CW U 1N WAL J I — . 1 /2" R J - _ _ —' _ -�I -...:: ;; L i � � TP 1 CW/HW I % = 'i;i�.... ...3 °� - _..... 3/4" HW 1 �. - ..... : : I ` ORS N I r 1 1/2" CW HW ....._.. ,.... I: v:.... ,1FF CW ';'. MB -2....... STORAGE co 3/4" CW/HW ch 11a �F I 112" /2" t. -1 HW -� ff I� CW/HW 1/2' CW/HW 1/2' CW/;,--- 7 1" HW140 E 3/4" CW - cr 1 T_ IjpY - ._ - 1 TOILE N 1 /2 \, -- . -21 1 B/S— J 1 1" CW MARKETPLACE 1BACK ° 1 1/2" CW/HW'-' 04 .N - = [777J ; KITCHEN VERANDA � r f s k9 /'.'A FF 1/2" B/S DINING i61071 PLUMBING KEYED NOTES: O SEE FOOD SERVICE DRAWINGS FOR FIXTURE SPECIFICATIONS IN THIS AREA,UNO GENERAL NOTE: 1. SEE FOOD SERVICE DRAWINGS FOR ADDITIONAL PLUMBING REQUIREMENTS. 2. WHERE EQUIPMENT IS SCHEDULED AS "FUTURE" ON FOOD SERVICE DRAWINGS PROVIDE SHUT OFF VALVE AND CAP. l ' e ARKETPLACE e� RONt 1rjPIIy1G5 UI3 1/2" H 1/2" H 3/4" CW 3/4" HW t� a Level 1 -Domestic Water Plan SCALE: 1/8" = 1'-0" VESTIBULE McVEIGH&MANGUM ENGINEERING•INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 CA 6330 Ph: (904) 483-5200 Fax: (904) 636-6700 email: mail@McVeighMangum.com Eng. of Record: Thomas J. Fugard License No.: 82121 9 Architecture 1414 UNDERWOOD AVE. WAUWATOSA, WI 53213 4 1 4. 4 3 1. 3 1 3.1 T E L 414.431.0531 FAX W W W . A G.A R C . C M A r c h t o c- t o r e F n g i n e e r a lig Y 1 a n n i rz g REVISIONS ADDENDUM NO. 1 21 SEPT 2018 O� FLORIDA CERTIFICATE OF AUTHORIZATION ARCHITECTURE AA0002562 ENGINEERING EB0006501 THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE GOTHE SOLE PROPERTY OF AGARCI.CI1REINC. AND SHALL: 0 NOT BE COPIED TN ANY FORM OR MANNER "OUT �RTU71'EN AUTHORIZATION OF ITS DESIGNERICREATOR DATE 04 SEP 2018 PROJECT 16195 SHEET NO. DOMESTIC WATER FLOOR PLAN pD 102 MAIN �C ct ct a� Q a� W 9 Architecture 1414 UNDERWOOD AVE. WAUWATOSA, WI 53213 4 1 4. 4 3 1. 3 1 3.1 T E L 414.431.0531 FAX W W W . A G.A R C . C M A r c h t o c- t o r e F n g i n e e r a lig Y 1 a n n i rz g REVISIONS ADDENDUM NO. 1 21 SEPT 2018 O� FLORIDA CERTIFICATE OF AUTHORIZATION ARCHITECTURE AA0002562 ENGINEERING EB0006501 THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE GOTHE SOLE PROPERTY OF AGARCI.CI1REINC. AND SHALL: 0 NOT BE COPIED TN ANY FORM OR MANNER "OUT �RTU71'EN AUTHORIZATION OF ITS DESIGNERICREATOR DATE 04 SEP 2018 PROJECT 16195 SHEET NO. DOMESTIC WATER FLOOR PLAN pD 102 MAIN SA 1/2" CW 1/2" HW L0_. L 3/4" HW 3/4" HW \ �`�• 1/2" CW 2 1/2" CW� \:\ ��'` SA 2" HW 2' HW1/2" HW • ' SA �" H W ' �`, 1/2" CW � 1 /2� SA 1/2 CW SA SA � 3/4" HW �• �� 3/4" HW = i J ��\ /• 1/2" HW SA 2 1/2" CW lop \ \ 1/2" CW 2 1/2" CW 3/4" CW 2" HW 3/4" HW 2" HW d I I M11 I ! 1/2" HW M I SA 1/2" CW J' II II II >II II AAV FCO 3„ S Ii II 3" S 2' 2"S FCO 3" G 4" G Z 0- •\ •� a.o ♦ I 3/4" CW u 3/4" HW \ 1' CW ��. �l 3/4 CW l •/, 1 1/2" HW 1/2" CW . SA //. SA 1 1/2" HW e 3/4" CW �-1 1/2" CW M ' 1/2" HW —1/2" CW �� -1/2" CW �•� M 3/4" HW 140 J i V I I _ 1/2" CW10 HW140 I 100 i I �. f 1/2" CW /r 11/2"HW J �`� 111000, •\•w� •\• '�, 1 1/2" CW \. 00 / • ♦ 1Q LL=6 1/2" CW�•/• ♦`` WC -3 1' /- /• . % % CW DW RISER DIAGRAM SCALE:NTS `•e s•� ♦ —3/4" CW ♦�3/4" HW ♦®e /2" CW I1c• "VV •- 2 1/2" CW 1/2" HW ; F2" HW I-3/4" CW z" CWT III 1/2" HW SA II •� "� L-6 1 II HW L1,, CW WC -3 II I U II IN 11/4"CW WC -3 NC -3 J HW�• WC -3 L-66 A „W " v LL=5 L_5 i UU=1 IM j M .. // 3/4 NG / MB -2 r �/ / VERANDA EQUIPMENT = 3/4" CW J _ 3/4 CW 3/4" HW •o WIVE I C� 1 1/2" NG --j II- N I 2384 AT 2PS1 Z (I P LONGEST LENGTH <1 �\ (INCLUDING FITTINGS) = 225 FT MAU-2 4*4 1 1/2" NG GWH-1 = 399 MBH t\ /-, MAU-3 3/4" NG 11/2"NG �% // \ 3/4" NG � \ / / 1 1/2" NO 4k_1II en }„ NG / � Z / z 41 II II z 1 1/4" NG z J II II \ II II 151 MBH I �� \ \ ` �3/4" NG I // KITCHEN EQUIPMENT = I II332 z 11 n->' co II . j jI O II_N I I > �� II Ire (� X41 II II r, 2" V MS -1 2' V I\ \ FD -13" D-1 I I i� 3 G 3" G> � I\\� Nit 4"IG \ FD -1 "' 1 I 2„ V �i II II 3"G�� IIn-3 -N tl G NFS-1 FS -1 I FD -1' i ' G FS -1 II \ \ = ' > \ i 4"G FCO � �s 11 II N 4G � 4G �� > N 2" S ! 'I 3" G FS -1 FS -1 FD -1 > �� _ { 11 > It N 11 I > 4 G \ \FD 1 4„G 4"G 3"G I� N Nu ��I �� II `�' � II II” 3" G\ \ 4 G II f l IFS > \4' G\ \ \ FS -1 FS -1 s \ \` 4" G II" I�" II L=6 II —2" G II � �' FD -1 3 G 0 FCO IIII " " Y" " t� 4 G FS -1 N � 4 G �� 11 99, FD- i 1 II 4" S FS -1 s- r 4" G 4 G II FS -1 1 FCO LL=6 n -1 WC -3 I I 3„ G3" G 4"s II AlL6 4"G " It 0 4 S 4 S 2" S FS -1 i FD -1 L=5 I rl� cA v cr' C? �I 4" SCn FS -1 II FD -1 4.. G 3" S (!)I `r \ 04 4" S I I W C -3Q 1 1 /2' S �I \ 4..S 3" S II 4"S 4 4"S \\�\ " S FD -1 \\ 4 S MS -2 1I, 1 \ \ \\ II � 4" G 3" S \\COTG "S 4 \�\_ 3"S \\�\ \ iIt N +I 4" S COTG 4" S 4" S II II FS -1 4" S 4"'s 4"S II II 2" V� 4" S FS -1 DWV RISER DIAGRAM 4"S SCALE: NTS G I -1-D MARKETPLACE II EQUIPMENTS u� I PIZZA OVEN = 188MBH COTG GI -1-D 0 4" S GAS RISER DIAGRAM SCALE: NTS � � A3/4" NG // \\ 1/2"NG \ \\\�1"NG RTU -1 \ \ \ \ 3/4" NG 1/2"NG TO RTU -2 / / / 1/2" NG-� MCVEIGH&MANGUM ENGINEERING•INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 CA 6330 Ph: (904) 483-5200 Fax: (904) 636-6700 email: mail@McVeighMangum.com Eng. of Record: Thomas J. Fugard License No.: 82121 Architecture 1414 UNDERWOOD AVE. WAUWATOSA, WI :53213 414.431 .313.1 TEL 41 4.431 . 0 5 31 F A X W WW.AGARCH.C.OM Al r c h, t e c t u r e F i¢ g i n e e r i n g 1' 1 a n n i n g REVISIONS ADDENDUM NO. 1 21 SEPT 2018 Ij 4_ C E N S� •.� no1_(r -r 5 ATE OF` Ni 0�� /C FLORIDA CERTIFICATE OF AUTHORIZATION 4 al �x ENGINEERING EB0006501 cz: TIES DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL ek-THE NOT BE COPIED IN ANY FORM OR MANNER WITHOUT a� Q a� DATE w 04 SEP 2018 Architecture 1414 UNDERWOOD AVE. WAUWATOSA, WI :53213 414.431 .313.1 TEL 41 4.431 . 0 5 31 F A X W WW.AGARCH.C.OM Al r c h, t e c t u r e F i¢ g i n e e r i n g 1' 1 a n n i n g REVISIONS ADDENDUM NO. 1 21 SEPT 2018 Ij 4_ C E N S� •.� no1_(r -r 5 ATE OF` Ni 0�� /C FLORIDA CERTIFICATE OF AUTHORIZATION 4 ARCHITECTURE AA0002562 CO ENGINEERING EB0006501 TIES DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL ek-THE NOT BE COPIED IN ANY FORM OR MANNER WITHOUT WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR DATE 04 SEP 2018 PROJECT 16195 SHEET NO. PLUMBING RISER DIAGRAMS YliSTREET 20 it WAY 14OUT RADE ,ND 3" VENT PIPING BELOW _L 3" GOOSENECK VENT BUILDING AS SHOWN ON 'HALL ENTER AT 2 1/2" /ERT OF THE OUTLET KEYED NOTES ODRAIN VALVE (TYP). PIPE TO FLOOR DRAIN. O2 BALL VALVE (TYP.) 3 CHECK VALVE (TYP.) O O4 UNION (TYP.) OTHERMOMETER (TYP.) OGAS COCK (TYP.) O7 FLUE VENT (TYP) O8 PRESS./TEMP. RELIEF VALVE (TYP). PIPE TO FLOOR DRAIN. OGLOBE VALVE FOR BALANCING (TYP) NOTE: GREASE INTERCEPTOR CONSTRUCTION AND INSTALLATION SHALL BE IN ACCORDANCE WITH ALL GOVERNING CODES AND AUTHORITIES. (2) 18" DIAMETER 2 WAY OPENINGS WITH TRAFFIC CLEANOUT 2" VENT 1, FRAMES AND CAST IRON AT GRADE COVERS D D D D o 0 0 o D D D° D� p oQ 0 O Q OQ O O O Q O O O Q 0 D 0 J D' D WATER LEVEL °a D D o D o O 4" PIPE P D > 24" ?o >o 42" I` o 0 0 p D D ° 12" ° ° 8„1, 00 o o. Q 0 o04 0 0 °. 4o0 00 0 0 °. �Qoo 0 0 0. L 0000. t, c00oD CONCRETE BAFFLE GREASE INTERCEPTOR DIAGRAM SCALE: NTS FINISHED GRADE 3" VENT 4" SANITARY TEE (TYP) 1500 -GALLON PRECAST CONC. GREASE INTERCEPTOR o, 4" OUTLET 10 DIRT LEG :TYP.) 6" 11 6" REINFORCED CONCRETE PAD (TYP) 12 140 DEF F AQUASTAT-WIRE TO RECIRC. PUPM 13 MASTER MIXING VALVE: SEE PLUMBING SCHEDULES 14 EXPANSIIION TANK S TRAP PRIMER 16 120 DEF.F AQUASTAT-WIRE TO RECIRC. PUPM 17 HOT WATER BALANCING VALVE. ADJUST FLOW TO 4 GPM. 1-112" AT 2 PSI NATURAL GAS SUPPLY 2PSI TO 0.5 PSI GAS REGULATOR 7 In i U C�I GWH-1 1 P -WATER HEATER PIPIN SCALE: NTS ( I 2" 2" G SCHEMATIC CW ABOVE CEILING 3HEDULE 40 CPVC FROM PRIMER TO IARY INLET FITTING LAIN TRAP PRIMER DETAIL SCALE: NTS – -- 140° 2" HW (140 DEG F) TO KITCHEN/MARKETPLACE 120° 2" HW (120 DEG F) TO BUILDING 2" RCP -2 12 3/4" 140° — 3/4" HWR (140 DEG F) I 3 PREScI AND S, BRII ISOL RCP -1 3/4" 9 3/4" 16 17 120° �� 3/4" HWR (120 DEG F) TEST CONNECTION FOR SET UP HEAT TRAI 15 I I� PIPE TO DRAIN PRIMER INLETS @ WTR. HTR. AREA. MINERAL TANK 30" X 60" BRINE TANK MINERAL TANK AND SAMPLE VALVE 2 WATER SOFTENER DETAIL SCALE: NTS CW SUPPLY RECIRC PUMP NOTE: CONTROLS FOR CIRCULATING HOT WATER SYSTEM PUMPS SHALL START THE PUMP BASED ON THE IDENTIFICATION OF A DEMAND FOR HOT WATER WITHIN THE OCCUPANCY. THE CONTROLS SHALL AUTOMATICALLY TURN OFF THE PUMP WHEN THE WATER IN THE CIRCULATION LOOP IS AT THE DESIRED TEMPERATURE AND WHEN THERE IS NO DEMAND FOR HOT WATER. 2" HARD WATER INLET BY-PASS VALVE (NORMALLY CLOSED) Y -STRAINER 20 GPM BACKWASH FLOW CONTROLLER 2" SOFT WATER OUTLET 1" DRAIN MCVEIGH&MANGUM ENGINEERING• INC 9133 R.G. Skinner Parkway Jacksonville. Florida 32256 CA 6330 Ph: (904) 483-5200 Fax: (904) 636-6700 email: mail@McVeighMangum.com Eng. of Record: Thomas J. Fugard License No.: 82121 aA FLORIDA CERTIFICATE OF AUTHORIZATION ARCHITECTURE AA0002562 �x ENGINEERING EB0006501 Lot O SOLE PROPERTY OF AG ARCHITECr[IRE, INC. AND SHALL COPIED IN ANY FORM OR MANNER WrfHOUT & a� q a� w 9 Architecture 1414 UNDERWOOD AVE. WAUWATOSA, WI 53413 414,431.3131 T E L 414.431.0531 FAX W W W.AGARCH.C.OM A r c h i t e c t u r e F' n g i n e e r i rz g 1' i a n n i n g REVISIONS ADDENDUM NO. 1 21 SEPT 2018 0 FLORIDA CERTIFICATE OF AUTHORIZATION ARCHITECTURE AA0002562 /y ENGINEERING EB0006501 THIS DRAWING, TTS DESIGN CONCEPT AND ITS DETAIL ARE O SOLE PROPERTY OF AG ARCHITECr[IRE, INC. AND SHALL COPIED IN ANY FORM OR MANNER WrfHOUT & AUTHORIZATION OF TTS DESIGNER/CREATOR DATE 04 SEP 2018 PROJECT 16195 SHEET NO. PLUMBING DETAILS PD301 MAINSTREET jz (N 4" COPPER OR LEAD SLEEVE WITH FLANGE VENT PIPE ROOF MASTIC ROOF DECK ROOF DECK PACK W/ OAKUM OR EQUAL MATERIAL TO PREVENT ASPHALT DRAINAGE VENT TH RU ROOF DETAIL SCALE: NTS 2'-0" BIRD SCREEN WITH STAINLESS STEEL CLAMP RING SEALANT STEEL CLAMP P.T. 2x4 CN STEEL FRAMING ' ' RIGID INSUL. SEE STRUCTURAL- METAL DECK SEE STRUCTUF OVERFLOW DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE DRAIN LEADER THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL NOT BE COPIED IN ANY FORM OR MANNER WITHOUT ROOF DRAIN DOME STRAINER COMBINED FLASHING CLAMP AND GRAVEL STOP ROOF MEMBRANE METAL ROOF DECK RIGID ROOF INSUL. JNDER-DECK CLAMP BY ROOF DRAIN MANUFACTURER ROOF DRAIN AND OVERFLOW DRAIN DETAIL SCALE: NTS FIRE CAULK. SEAL AT ENTRANCE AT EACH SPACE z_ CONCRETE SLAB iN o: 0 GAS CARRIER PIPE SCHEDULE 40 BLACK STEEL ENCASEMENT PIPE SCHEDULE 40 GALVANIZED STEEL D ENCASE ALL GAS PIPING RUNNING UNDER BUILDING. VENT ENCASEMENT ABOVE GRADE GAS PIPE ENCASEMENT DETAIL v D o. 0 ENCASEMENT PIPE SHALL BE NO LONGER THAN REQUIRED TO ACCOMMODATE PIPE FITTING WITHIN SCALE: NTS INSULATE HOT WATER (110°F) CONNECTION TO SINK SINGLE POINT HOT WATER (120°F) SUPPLY CONNECTION THERMOSTATIC MIXING VALVE "WATTS" MODEL LFUSG-B-SC OR APPROVE EQUAL (ASSE 1070 APPROVED) FLOOR DRAIN - FINISHED FLOOR INSULATE COLD WATER CONNECTION TO SINK D SINGLE POINT COLD WATER SUPPLY CONNECTION -TRAP PRIMER EXQUAL TO ZURN Z-1022 I PROVIDE OFFSET TAILPIECE INSULATE TRAP OUTLET & HW SUPPLY TO MEET A.D.A. II 1/2" SCH. 40 CPVC PIPING FROM PRIMER TO AUXILIARY INLET FITTING ON DRAIN, I) CONCEAL IN WALL p eD. NOTES: 1. THE AIR ADMITTANCE VALVE SHALL BE LOCATED A MINIMUM OF 4" ABOVE THE HORIZONTAL BRANCH DRAIN OR FIXTURE DRAIN BEING VENTED. 2. ACCESS SHALL BE PROVIDED AT ALL AIR ADMITTANCE VALVES. THE VALVE SHALL BE LOCATED WITHIN A VENTILATED SPACE THAT ALLOWS AIR TO ENTER THE VALVE. 3. THE AIR ADMITTANCE VALVE SHALL BE RATED IN ACCORDANCE WITH THE STANDARD FOR THE SIZE OF THE VENT TO WHICH THE VALVE IS CONNECTED. COUNTER STUDOR SANITARY PIPE AIR ADMITTANCE VALVE DETAIL SCALE: NTS FLOOR LINE CLEAN OUT WITH ACCESS COVER. TOP OF COVER FLUSH WITH TOP OF FLOOR 0 s 1/8 BE BALANCE OF PIPING SAME AS CLEANOUT TO GRADE NOTE: CLEANOUT SHALL NOT BE LOCATED IN CARPETED AREA. FLOOR CLEANOUT NOTES: 1. MOUNT VALVE UP UNDER SINK HIGH AS POSSIBLE. 2. NO INSULATION ON VALVE. P -TRAP -TRAP PRIMER & MIXING VALVE DETAIL SCALE: 1/4" = V-0" CIAII[ "L M f1m AM1 BRASS CO PLUG WITH COUNTER SUNK HEAD 2 CLEAN PD302 SCALE: NTS CHROME WALL COVER AND SCREW OUT ►NCRETE PAD TROWEL :DGE CONCRETE 4" IF REINFORCEMENTS =NGTH TO 1/V ULIYV 11 uLL/'91VlJU 1 OCCURS AT END OF LINE CLEANOUT TO GRADE DETAILS IASA IT STACK 1TEE ANOUT qE LjML_MlYl.iL vr- rIrIIVG SAME AS CLEANOUT TO GRADE WALL CLEANOUT DETAILS SCALE: NTS �A*�# MCVEIGH&MANGUM ENGINEERING•INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 CA 6330 Ph: (904) 483-5200 Fax: (904) 636-6700 email: mail@McVeighMangum.com Eng. of Record: Thomas J. Fugard License No.: 82121 9 Architecture 1410 UNDERWOOD AVE. WAUWATOSA, WI 53213 414.431.313.1 TEL 4 1 4 . 4 3 1 . 0 531 FAX W WW.AGARCH.C.OM A r 6 h i t e G t u J' e F., n g i n e e r i n g P I a n n i n g REVISIONS ADDENDUM NO. 1 21 SEPT 2018 ^/FLORIDA CERTIFICATE OF AUTHORIZATION C�ARCHITECTURE AA0002562 ENGINEERING EB0006501 C' DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE OTHIS A THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL NOT BE COPIED IN ANY FORM OR MANNER WITHOUT WRITTEN AUTHORIZATION OF ITS DESIGNERICREATOR C� by 04 SEP 2018 PROJECT 16195 � Q U ^rT�� U Lot 9 Architecture 1410 UNDERWOOD AVE. WAUWATOSA, WI 53213 414.431.313.1 TEL 4 1 4 . 4 3 1 . 0 531 FAX W WW.AGARCH.C.OM A r 6 h i t e G t u J' e F., n g i n e e r i n g P I a n n i n g REVISIONS ADDENDUM NO. 1 21 SEPT 2018 ^/FLORIDA CERTIFICATE OF AUTHORIZATION C�ARCHITECTURE AA0002562 ENGINEERING EB0006501 C' DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE OTHIS A THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL NOT BE COPIED IN ANY FORM OR MANNER WITHOUT WRITTEN AUTHORIZATION OF ITS DESIGNERICREATOR DATE 04 SEP 2018 PROJECT 16195 SHEET NO. PLUMBING DETAILS PD302