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HomeMy WebLinkAbout7809 Gall Blvd (3)F SunTrust Bank TAMPA BAY HYRHILLS OFFICE 7809 Gall Boulevard ZEPHERHILLS, FLORIDA PROJECT NUMBER: 16-030 0 REobert Reid Architects & Planners, AIA, Inc. 4112 Cypress Street -Tampa, Florida 33607 - 813-879-6996 612 South Military Trail -Deerfield Beach, Florida 33442 - 954-428-9361 a SYMBOLS ABBREVIATIONS B HOSE IBB N INCHES o NOT ALL LISTED ARE USED IN THESE DRAWINGS ID INSIDE DIAMETER DOOR SYMBOL 13 DOOR NUMBER AFF ABOVE FINISHED FLOOR INSUL INSULATION ACC ACCESSIBLE J-BOX JUNCTION BOX o WINDOW SYMBOL (6�WINDOW OR STOREFRONT ELEVATION APC ACOUSTICAL PANEL CEILING LAM LAMINATE j TYPE ADJ ADJUST, ADJUSTABLE IAV LAVATORY ° AHU AIR HANDLING UNIT LTNG LIGHTNING D PARTITION SYMBOL PARTITION TYPE LETTER ALT ALTERNATE LIN LINEAR ALUM ALUMINUM LF LINEAR FEET ROOM SYMBOL CONFERENeE-- ROOM NAME AB ANCHOR BOLT LLH LONG LEG HORIZONTAL ROOM ROOM NUMBER ANOD ANODIZE LLV LONG LEG VERTICAL ^ \ ASPH ASPHALT MFR MANUFACTURER /� ( ATM AUTOMATIC TELLER MACHINE MO MASONRY OPENING o DETAIL SYMBOL G1 DETAIL LOCATION BM BEAM MECH MECHANICAL U ( SHEET NUMBER BRG BEARING MEMB MEMBRANE \ _ _ / DIRECTION OF VIEW BLW BELOW MTL METAL ° SECTION SYMBOL F1 SECTION LOCATION BW BOTH WAYS MEZZ MEZZANINE BOT BOTTOM MIN MINIMUM -SHEET NUMBER BLDG BUILDING MR MOISTURE RESISTANT C .� BR BALLISTIC -RESISTANT MTD MOUNTED ° INTERIOR ELEVATION INDICATOR A ELEVATION DIRECTION CAB CABINET NOM NOMINAL DETAIL LOCATION CIP CAST -IN -PLACE NIC NOT IN CONTRACT o C3 D, CLG CEILING NTS NOT TO SCALE O CTR CENTER OC ON CENTER o SHEET NUMBER CL CENTER LINE OPP OPPOSITE O C CT CERAMIC TILE OD OUTSIDE DIAMETER o REVISION SYMBOL Z2 -REVISION ISSUE NUMBER CLR CLEAR OFCI OWNER FURNISHED, 0 COL COLUMN CONTRACTOR INSTALLED KEY NOTE SYMBOL 123 G KEY NOTE NUMBER CMU CONCRETE MASONRY UNIT PTD PAINTED CONC CONCRETE P LAM PLASTIC LAMINATE CO CONCRETE OPENING PL R PLATE RENOVATION KEY NOTE SYMBOL LDA123 ACTION/KEY NOTE NUMBER CONT CONTINUOUS PLWD PLYWOOD CJ CONSTRUCTION JOINT PREFAB PREFABRICATED N ELEVATION MARK DIA DIAMETER PT PRESSURE TREATED DW DISHWASHER QT QUARRY TILE DBL DOUBLE R RADIUS DS DOWNSPOUT RCP REFLECTED CEILING PLAN U, EA EACH REINF REINFORCED EW EACH WAY REQD REQUIRED EWC ELECTRIC WATER COOLER RES RESILIENT ELEV ELEVATOR RA RETURN AIR EMER EMERGENCY REV REVISION B EQ EQUAL RD ROOF DRAIN EQUIP EQUIPMENT RTU ROOF TOP UNIT EXIST EXISTING SHT SHEET EXP EXPANSION SM SHEET METAL EJ EXPANSION JOINT SIM SIMILAR i EXTR EXTERIOR Sc SOLID CORE a_ FWC FABRIC WALLCOVERING SF SQUARE FEET FT FEET SQ IN SQUARE INCH o FIN FINISH SSTL STAINLESS STEEL FIN FLR FINISH FLOOR STD STANDARD FE FIRE EXTINGUISHER STL STEEL FEC FIRE EXTINGUISHER CABINET STRUCT STRUCTURAL Q FIR FIRE RATED (RESISTANT) TH THICK FLEX FLEXIBLE THRU THROUGH FD FLOOR DRAIN T&B TOP AND BOTTOM FLUOR FLUORESCENT XFMR TRANSFORMER FURN FURNITURE TYP TYPICAL FV FIELD VERIFY UG UNDERGROUND A GA GAGE UNO UNLESS NOTED OTHERWISE ° GALV GALVANIZED VTR VENT THROUGH ROOF GYP GYPSUM VERT VERTICAL co GYP BD GYPSUM BOARD VCT VINYL COMPOSITION TILE H & V HORIZONTAL & VERTICAL VWC VINYL WALL COVERING HC HOLLOW CORE WCO WALL CLEANOUT HCW HOLLOW CORE WOOD DOOR WC WATER CLOSET HM HOLLOW METAL WKO WEB KNOCK -OUT ° Q HORIZ HORIZONTAL WD WOOD 1 2 3 4 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF SUNTRUST BANKS, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AU-HORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. LOCATION 9 _ - Dade Clty Wonh a Daaecty - 2 � St Leo sn 52 -.. _ 5c� m �.- z� Rsonland All 5 Cypress _ Creek Flood Detention Area .: SEE ZeN1,lls BELOW ... Wesley .::.. Chapel.5outh w . Zephyrhills Zephyrhllls Wr - a • skydive City/z Rdls.. SV, _ 2ephyrhills south ;. "" Tampa'Premium Outlets :.. ',. Yuav AcreS D: r J Kossk Rd 5 Otis P Kosalk Rd Kossik Rd m _sljmme LO Err prone r ent Zephyr Commons a .: C7 Core 1e° ,d Publix Super Market e Adel a The UPS Store Gill Ave SITE Lilly Bea Ave } Waimart Supercenter e - Newds�/iU w ChiltsGrill & Bar n yLarrdr'SAe t`Iart side Dr cn, m � L Lore,a4 L Pompkln Ave z c Southslde Dr a Q Pretty Pond Rd Pretty Pond Rd Pretty Oak Run Apartments Sonic Drive -In Y, o a Tractor Supply Cc a 0 Laurel Florrrnock Gr Hobby Lobby a Alpt,a. Medicaii Aria tat 71 Panes Bread s OWNER Z CLIENT LINCOLN HARRIS/SunTrust ACCOUNT 4350 CONGRESS ST. SUITE 175 CHARLOTTE, NORTH CAROLINA 28209 (704) 390-5215 FAX: (000) 000-0000 CONTACT: BOB HOAK CONSULTANTS CIVIL ENGINEER CPH, INC. 1031-C WEST 23RD STREET PANAMA CITY, FLORIDA 32405 (850) 563-1490 FAX: (850) 563-1495 CONTACT: JASON TOOLE STRUCTURAL ENGINEER McCARTHY & ASSOCIATES, INC. 2555 NURSERY RD. - SUITE 101 CLEARWATER, FL. 34624 (727) 536-8772 FAX: (727) 538-9125 CONTACT: MIKE McCARTHY CODE COMPLIANCE APPLICABLE CODES FLORIDA BUILDING CODE FIFTH EDITION FLORIDA FIRE PREVENTION CODE, FIFTH EDITION BUILDING DATA MECHANICAL ENGINEER ADVANCED SYSTEMS ENGINEERING INC. 13555 AUTOMOBILE BLVD. SUITE 330 CLEARWATER, FL. 33762 (727) 540-9396 FAX: (727) 540-9376 CONTACT: JOHN WOOD ELECTRICAL ENGINEER VOLTAIR 220 WEST 7TH AVENUE, SUITE 210 TAMPA, FLORIDA 33602 (813) 867-4889 FAX: (813) 867-4566 CONTACT: DAVID FREEMAN BANK EQUIPMENT DIEBOLD INC. 43 SKYLINE DRIVE SUITE 1051 LAKE MARY, FLORIDA 32746 (407) 549-2058 CONTACT: BILL LAWRENCE OCCUPANCY CLASSIFICATION: GROUP B - BUSINESS CONSTRUCTION CLASSIFICATION: TYPE V-B UN-SPRINKLERED BUILDING STORIES: 1 BUILDING HEIGHT: MAX. ALLOWED: 40'-0" PROVIDED: 20'-3 1 /2" BUILDING AREA: 3,142 SF GROSS 56 SF UNDER ROOF OCCUPANT LOAD 3,142 s.f. / 100 S.F./PERSON = 32 PERSONS REQUIRED EXITS: MIN. REQUIRED: 2 PROVIDED: 2 EGRESS CAPACITY: MIN. REQUIRED: PROVIDED: HORIZONTAL: 32 PERSONS x .2" = 6.4" 108" TOTAL EXITS 36" MINIMUM EGRESS REQUIRED TRAVEL DISTANCE: MAX. ALLOWED: 300' PROVIDED: 85-3" PLUMBING REQUIREMENTS MEN WOMEN REQUIRED PROVIDED REQUIRED PROVIDED WATER CLOSETS: 1 1 1 1 LAVATORIES: 1 1 1 1 DRINKING FOUNTAINS: 1 2 SERVICE SINKS: 0 1 CODE COMPLIANCE APPROVED PRODUCTS LIST PRODUCT SUBCATEGORY PRODUCT FLORIDA PRODUCT CATEGORY APPROVAL CLADDING STORE FRONT OLDCASTLE RELIANCE STORMMAX FL17688 LAM GLASS DOORS SWINGING STEELCRAFT SERIES "H" SINGLE FLUSH FL1591.R7 OUTSWING COMMERCIAL STEEL DOOR W/ MORTISE LOCKSET W/ DEAD BOLTS DOORS SWINGING STEELCRAFT SERIES "H" SINGLE FLUSH FL159.R7 OUTSWING COMMERCIAL STEEL DOOR W/ MORTISE LOCK W/ DEAD BOLT ROOFING SINGLE PLY FIRESTONE ULTRA PLY TPO FL2104.5 ROOF SYSTEMS LIFE SAFETY PLAN C 1 O DRAWING INDEX w � o z o m z coo m o o = Ln LAJ�z w o~..�rLJmzm LJtro �CD LLJwzw Ln zQz z SHEET NAME OS�2NNOQCVONC� A00.00 COVER PAGE, PROJECT INFORMATION AND • • • • • DRAWING INDEX A00.01 RESPONSIBILITY MATRIX • • 0 0 I 3 A00.31 DOOR DETAILS • 0. 4 S S A00.34B EQUIPMENT SCHEDULE • • • • A00.40 PARTITION TYPES AND DETAILS • 3A A00.50 SITE DETAILS • 4 A L 3 A01.01 SLAB PLAN • 0 I A02.02 ROOF PLAN AND DETAILS • • • • A04.01 REFLECTED CEILING, FURNITURE, AND FINISH PLANS • • • • AO6.01 FURNITURE & MILLWORK PLAN • 1 • A07.01 EQUIPMENT PLAN • • A09.01 EXTERIOR ELEVATIONS & DOOR SCHEDULE • • • • A09.20 WALL SECTIONS • • • • A09.40 EXTERIOR PLAN DETAILS • A11.01 INTERIOR ELEVATIONS • • • j • A11.11 INTERIOR ELEVATIONS • • • • Al2.03 MILLWORK DETAILS • • • • Al2.04 FLOOR AND FINISH DETAILS • • STRUCTURAL S01.00 GENERAL NOTES • • S01.01 GENERAL NOTES • • S01.02 WIND TABLES • • S02.01 FOUNDATION PLAN • • • • S02.02 ROOF FRAMING PLAN • • • S03.00 FOUNDATION DETAILS • • • • S03.01 FOUNDATION DETAILS • • • • S05.00 FRAMING DETAILS • • • • S05.01 FRAMING DETAILS • • S05.02 FRAMING DETAILS • 1 • 1 • STOREFRONT GLAZING SYSTEM STEEL EGRESS EXTERIOR DOOR STEEL MECHANICAL EXTERIOR DOOR M-0 MECHANICAL SPECIFICATIONS & LEGEND • • M-1.1 MECHANICAL DESIGN • • • M-1.2 MECHANICAL ROOF PLAN • • M-2.1 MECHANICAL SCHEDULES • FO M-2.2 MECHANICAL DETAILS • • M-2,3 FAN COIL UNIT WIRING DIAGRAM • • M-3.1 BAS - SYSTEM ARCHITECTURE - 1 • M-3.2 BAS - SYSTEM ARCHITECTURE - 2 • PLUMBING P-0 PLUMBING SPECIFICATIONS • • P-1.1 PLUMBING PLAN: DOMESTIC WATER • • P-1.2 PLUMBING PLAN: GRAVITY DRAINAGE • • P-2 PLUMBING DETAILS & SCHEDULES • • 0) U CID 0) N N rn'tl-r '0o _ °D M o rn U MNQ tCO Q vI M c ^ cm L co � .a ai ^, 'L 0coo o .� CIO C 00 - Q 6 c, �< � �oQ a--+ cn T c `L� U J UT= � co T ■ � N C L T � Q TLL O O ' \ N_ L a o TPO SINGLE PLY ROOFING E-0 ELECTRICAL LEGEND • • • • E-2 ELECTRICAL SITE PLAN • • • • 0 ROOF COPING E-2A ELECTRICAL PHOTOMETRIC SITE PLAN • • • • - •Q) OI E-3 LIGHTING PLAN • • • • STOREFRONT ENTRY DOORS E-4 POWER PLAN • • • • E-5 POWER RISER DIAGRAM AND SCHEDULES • • • • - I G D G • • 3 m E-7 ELECTRICAL DETAILS • • CL W TOTAL SHEETS PER SET 38 40 19 9 34 U = _ L 0 En 0 Q o .01 E p LL U CD M cri CY J J F CD C rn iQtf - = W o cl- Cn N r- N ��`SCALE . 1/16"r C I-10 r LMIV - LIFE SAFETY LEGEND V FIRE EXTINGUISHER - 75' MAX. TRAVEL DISTANCE 41-60BC UL RATING - -PATH OF TRAVEL & DISTANCE ® EXIT LIGHT ' EXIT ® EXIT SIGN WITH BRAILLE ® EMERGENCY EXIT SIGN WITH BRAILLE I I I ' I _J I I_ �N C 0 U a> a cn z o � C/D Of z > L'i p O LLJ o W = o Q z w CD w Z z Cn can cN_n o a W m m Of 0 Q 6 0 -O CAI I� D up CD N C O N N COVER PAGE, PROJECT INFORMATION AND DRAWING INDEX AOO.00 h � X N� s ' 4 . } € 1 3 , t MAP OF SURVEY RECORD SURVEY SECTION 34, TOWNSHIP 25 SOUTH, RANGE 21 EAST PASCO COUNTY, FLORIDA 0 10, 20' 40' SCALE: 1" = 20' Legend ,A---- J? - SYMBOL A/C - Air Conditioning Unit R - RadiusLC _ Gas Marker APPROX. - Approximate RCP - Reinforced Concrete Pipe B REC - Recovered a -Gas Making or Flog BFP - Back Flow Preventer RNG R/W Range -Right-of-Way" - C>as Vdva SIA - Bench Mark RRS - Railroad Spice BOB - Bottom of Bank S_•_ ® - Coe Meter CBOC -Back of ('hub SEC �- _ Section ( IGas is JA "^o,M A-`` ? �C 0• `� '� �'a 1 i € -- e e (UGS) Sanitary Sewer Service (UGS) © sd _ Guy Anchors X k - X P j j ( [ # ! 1 (C) C - Calculated s� SPC - State Pime Coordinate System s w ",, .- �� f # 3 SRD Department - Handicap Parking Space TREE€ 4" t i 1� g 4 qq ) i 1 i -ST-- State Rood D e(t ) v ! Mpa C8 - Chord Bowing e Storm Sewer service UG5 p -Iran Pipe (IF) £ 0m 147.9Q j �_ € f 1 r T _ p 0 �•,, �'- a R �� �� t'§' CM - Concrete Monument • Iron Rod (IR} �• I rtr , A { 1 -Tel hone Service UGS ;� � CMdd) ^Concrete Monument with disk -T- Telephone (UGS) �k t "; a m" s z3" # i { q q . ! 3 1 Telephone ltrigaUan Valve X ✓ f:': fv ; X 1 t i S 1 i s_ T/1ELE eP �...,.,_"",.-mm_ .r° ., : CM Cortu ated Metal Plpa _ •\ X � "\ � �a fr,* �_a ' i � TBM - Temporary Bench Mark -Light Pate s< n�. ¢A $ 1 s COCOA -Certificate of Authorizatlan ang Y i .'~ `•`.e, 147,40 tX! tJ t p1'y �. y �:$. r•" �i fig' r'r '� ?f �.- 1 � 1 i a,.r3 S 7 , f i3 ' 3 ;r.,, ` 'l t i s 1 _ TD - Tangent Bank _ k Y :.., ,: 4,; y k a T of Bmk ` ga��� f € ( ! I} I � �: C�•!C Concrete Q Manhole X' TRW,, JC jf a 1 i 1 € i CPP - Corru ated Plastic a T08 Top �> �v�a� �,�` r, �-r r!,„�' � € c e � � # 9 s t g � - Township -Metal Light Pole °`� .$�" � t{ ;° .;�I�� �jv l c3 ) f ! i 1 � 1 , 1 TWP o p �..;: a a 4 ^' 4 [ 3 1 1 $ (TYP) - Typical b - Metal Utift Pole i7" F?� $ ,s �>',�°` x., s,�".- �'rr ; ' •:� , 1- s� %£>,.,� ..` Asa - i 1 y( l' ; j 1 r € (D) - Deed and/or'Descrked D1irn. krn qy \ gyZu; rr ,,.,„„ -_.,,„ , is: ✓`� z i1r,,r , g^" y;' ;, 't'.' v y k1 _..,> e w7 i{ % j $ i D - of Curvature U - Monitoring Well e3 za Wi I £ I 1 �,; � Degree '� on OHRQ el /� h ( DB - Deed Boric UGS - Underground Service �•''�'h xn:�fi arz �S ��; �' ��� a �)��x X 1 ,�.' � , € g * - More or lose v r� oie 1 4 A - Delta )�'° Ate 7 y ?`: y # r a y sr a i 1 V - Nall and Flasher (NW ' ', , DH - Drell Hole X wj 147.58 147.95 R { ~ >i ,c € ( 1 DOT - DePartment of Transportation A i - Property Line +c � I � € � � � � ,� DIP - Ductile Iron P VCP Vitreous Clay Pipe ® -Had and Oink (N&D) (UGS) ♦ - Railroad a RRS 'v,,. ,»„.,, s r g"�• 9 A�� `ti, ( t ua f 1 +a�'.,�'i a5,� �5 -W---- Water Service UCS � { ) ,a •- X♦ z $ pc 1k1 ��h 3Y �{ i X ft4 Y� q' -E-- Electrical Service (UGS) -Sewer Marking or Fig \ k0? \ y< f, vkc° t O EEC - Elevation SYMBOL - Electric@ - Sewer Manhole ' L+A I . r 9�'=" y 1 c 1 s ic j /ELEV `\ "e X �° �$c • a�'rr ps'+r. ":..�". _ '5.., �n t„+ a g € i a f i EDP - Edge of Pavement s. -Sewer Valve x .._, ` -5 1 , - Asphalt Area DQ s> N'si` Is �. ^ 2 i t - sign \ �', f ": , : f !✓ 6 6( ro . 4 Cl € 1 k € I t (F) -Field Din enakn ►�{W.}y!- Back Flow Preventer 5P _ Spigot j a ,vk k ��. .., E" �h'n l e . : -s; � x t F@ -Field Book _ � , r Bench Mork € 0 �` `' k� .m _ n� > � »s '� v ��,, ti �;: �F � ,�� ��; � � )(, s� EiE � _ #�F.. �� i i < § i FF -Finished Floor - Tot a Pedestal \L�," '� ,�;,. '� i ;,t^„w;'.�<..�., 4�, t,, �3;..,.,> "'.. X X r-ex -z ,� ( £Y, Blow -Off -Valve ® Telephone a , �, r 1' ] (,d $g£V' t}` 1k',>. i- FIND - Found � 3 a•'"�,"`� `. (;bN1�:' ?�i, rv�Ys�-;=^ �: , k;•. ,h,, a� i'�it{r. £ 1° €" L� i' z c a `-� E ` SCALE `'� 0 X .> � Ems- � . � �, z �; LF �,U jz� a f i GRAPHIC t„ , � � 7� - Tel -hone Marker k � '.*si'R';*�+". <t•. $'.i ', 3 �� d �}" �i�' ePh f _ a L - s 1 145 q n. b ! k '\C,aJ t•', a? .. '�''., 'ilk, y.'1 •� (,1 t 0 Fr,. v r+J� � w� 147.9 ;:��r' � �•, 'a;s .sic rr' a �. >' p F °'\ � :";4 Y `/ 5:-;. Y wtd ,f '•*C• '.. Fa' � T R t' S � ,y �� IVE'• �,9 v--k•:•. 3 > r f Ms`-fti i8 aaE d�, j} jF , g _ j f � s �', � � a C >; , . g s -'1 .64 6 S'(aRM INLE Y � r i \ 1d I '1 f y� # g g \ \vt )V MX 4 ,�R �X SI pRaM k1 ' 1 i Vet' t d € y 9 ,»,. '' ..,aw..,._•,1 -----"--•.... � 4 } I gg V. O ix, I re»XX',,.N"`F'.»_ ! ) t { € CLEANWkT t, ee {1 3 ; X L 0 TOP aEV-147.41 7 87 f q INV ELEV7,143.81' v e,-' ' Hk •' ',�'� ��. � x � , � � °✓ I ! r �, q k0' ail t 7. i ri,.s >� �c>.•rs,'�-' '�.r•,:"✓ 1 � • • !ir { Y f , � �x : � �.: � �.m Ca "^ X•. .$F y , t X�3S4 rprt_ ® X# osx k i z � SM y � s , X �_- f � I I s Tim OF (ii3 Y=f47.f24 \ t 3 J fit" /b_�_ I� i i 1 p 7 i PV 1. ,tic 1- \ NE 114V Via'° C S, l { W INV ELEAW PVC)=137.70 t -y P p/ INV FS Ei PV% t37,Fa: .°0 . f i Gil-' � E! _ ) �i4 9, EXISTING," INLET Tw E1 :V 7.5 s i h E B'PVC= MIY �14 4 6 tree � s ELEV{t5" , P`7�. S � � i a Y X�tSU:Nq, 3 }f vi *s ) � 1 Q> t�!�`d E.., 5W C°FEP. #'wx S O gLRU` S , k O 1 1 jRQ t �� M 1` f EtEV�i 47.91' Tl� T ' � h € S �;.c, �°'��N»» i r a "'f^" ''° e "t .. ? € IN ELEV�143.6t' t e � t q I ry j'r, f i O0' 2 SF ,f' , „%.<4°,aL# // STORM PIPE DR 1 rO b.� {. X ` iC I g ELEV• 48 3X ) 1 . t 1 a - ^ 1 � ",t.. .26 ti h�"�'E 8'PVC INV ELEY.ei46. ��ryk � �.•- � •�• �,� � �'r •� � ° ."' - ° g '>� � 7> 6" RVC iNV ELEV+143. '� t7,>'v't �Mi46. '�' S M CLEANOUT e` € %,• i i 1 1 ! ELEV-t48.37" STORM CLEANou PANG. {si s 3V 8ZA-146.7r TOP 1" TOP ELEV=147-4>. E. a INV INV V18" RC4� =14C.9 I ; ,� � f BOTTOM T€f E%Evima t i 147.37 ng _,' e� •� 1 i �� ii i �' � E } a € t # 1 =c ail +[ { •l S "ere y, } ELE yy , 1 N 4NV E1.E"f" )" PAC:a7.a( rim , _..•, i -° � airs,. �:. x • 148.16 • i � � , jfj' ` it 1. xs .. s,,,.'" 3. `i Airy i 1 3 q , r am �, . � f47.• } t k a B 2' i ca INV EL ar a i.., ter' _ a s • a " ire "r `f° al" n I s t ( i �a 4 2 a l ( a X _73i s i 3 >, a: a < i:I � ,.:ire.. '>?v E nil y r>� F � Y ti , TRANSIT! ON i y3.i' p8 TO i U fl tl i kA a� k i. € � I t l , s A , „ r c.• S ,Y, } a I }, 1. f ck _ f :7 7 � e" S f � 3 I i - 4 7 a t r r l i t`~y gg ! 3v k u L ,3 A 5 E i j d S j) 1 f` P z Y v �a y d zh E .l ,max •r, r,f,:. -.may b r A - _ r , .`1 r. r t., r s' a t, .. r E f 2 � ra 3 4 t � 1 1 r' 4 E 4� U I 3 � f R Va sy , .a. k [ I 4 y� §§ I ^+ fQ "J AT 3 SM' ! 3 Y` i s F 5 `✓ ; i �r i $dE w, 8 0 t k � G` �r kiY � nil 3 S ,§ \ 1' lei• k1• ~�.. t� �. �° „'� � .--" .r%. �,� R�a�a ="€ 0 ��'� � 1 � '�. f k' _ �`A� {$ •. ;ram .� �.' ! � � �, � O ,.,� �` � � � �.,.. _.,_ """. - f "a k l X jJ 9 UN 46, 7 ! F f � d EE 3 fffJ TR k-...._. t - - s, � �• ,` 6 .,,w.- ,,...-° ..-.,",. ,...-- _,,. ..�...- ....,,. ^„ k 1 " t �,�d 4r- .",», �yl _,w„ I �' 3 �a` 3,. Z . � � -1' 5,6,1 w ^k'" -At 4 �Y ETT v z . di k 9 * Brij• n P$,JLL 5 Hiri- _ 1; , a x ty w� » ! �- 1 t"t »"9}9}9} # '\;;"\dr„»,".,w'!F" .,.,. ,."dam >,>.,"'""'"'�e , ,.-..,-.+.,.,.w.,. ,"'F"'•,".,-..» mtit d'» ., # ""^F Y`"i y_✓-,..»...r�.,,.,_.,«..»,., .............�° ., R.`3.° .�Y Yes" r. ." ti+_»...,,-{-a-«»., rW 1 2 0 i7 ^ Cable Television Box HOPE - High Density Polyethylene Ptpe - Cable Teievislon Marker To - Telephone Marking or Fig r Cable Television - Telephone Manhole Marking or flag °Phon INV - inveTelevision - Centerline - Thaffk S d Vault l� IP -ton P�ae � � " ( (%'fl, _ 20 FEET ( IP&C - Iron Pipe with cap - chiseled Cross - Vdve IR - ton Rod - Cieanout -Water trine Marker IR&C - iron Rod with cap L Concrete Ught Poi wi�a - Water Working or Flog L' . N L Length- Concrete Monument (CM) ® - Water Manhole Le Business Concrete Utility Poi - Licensed Surveyor - Water Meter LS ice M Concrete --,,LV, XAX PROPOSED TOP OF CURB E EV, - Area - Water Valve MB - Map Book ® - Control Panel yea ,G. XXXPROPOSED PAVEMENT - Mitered End Section ®_ Covered Area 7j - Wood Light Pole ' N&D - Nod and Disk p Delta (Central Angle) 0 -Wood Utility Pde y) O 1 1 _'/X PROPOSED PAVEMENT MEN f E.LE , N&F - Nag and Flasher _ pmin iFsht - Odic Tree + Size NAVD - North American Vertical Datum ® age Manhole f NGVD - National Geodetic Vertkd Datum ® - Drill Hole (DH) 'o � PSIDEWALK E r», /a.�� I�RO�'L�,...`z') , III am�r,�, �- - Electric Meter - Phe Tree + Size �- Overhead wire for OR - Official Records Book ® - Electric Box _ Palen Tree + Size IM MATCH EXISTING PAVEMENT ENT ' �- ® - Electric Manhole f (P) -Plot Dimension - Electric Line Maker Q -Citrus Tree + Size X Xxi BOTTOM OF CUF ELEV, P8 - Plat Book PC - Point of Curvature tTO - Electric Making or Flag PCP - Permanent Control Point PG -Page l - Fiber Optics Cable Morieer - Ornamental Tree + Size � Y a ' 1 ' T,�, /n,�s� PROPOSED •E.�p^gg q�y{� rq �a, [ p.°,�, -•»'-~ry 3,i ,,..i dGR3 I ld a.# b.l i.R � 11G, &D - esker-K on Na disk PK P al i with - Fdxv tics Makin o fl CP 9 Flag PLS Professional Land Stwva Shrtia g,g .; y� PROPOSED $• Y•� • %." iY. .L. 3.. Y s di.� i" #e. �` r' cs iaJ I -.� �•r..�., I^ POB -Point of Beginning � g � -Fire Ydve . POC -Point of Commencement p0 PRC - Point of Reverse Curvature - Fire Hydrant ,vpo' -Spot Elevation (Feet) - k HIP, � � � � � � £ H PONE PRM - Permanent Reference Marko � - Flood Lit � PSM - Professional Surveyor i < p �, PT - Point of Tangency `W#0 - Force Main Making or Flog O(x> - Title Commitment Line Number PYC Polyvinyl Chloride Pipe PROP. DRZAINACT FLOW DIRECTION - >_ PROP, STIR PIPE Lj s E XIS1, STEIN PIPE all PROP, STORM INLET SURVEYOR'S NOTES: EXIST. STORM INI ET 1) This is not a boundary survey. t [ � PRO`e', CLEAN BUT ,..._,i 2) The purpose of this record survey is to delineate the horizontal and vertical data of s3 i the paving, grading and storm lines as constructed by GRADE -A -WAY. --»_. LD SCHEDULF-3) Only that portion of the survey drawing depicted in bold text and notations are part of �STON&M this survey. The lighter background text and notations are for reference purposes only ¢' LROOF C > R x�f. > jaS y STORM and is not Part of this s survey. .1g" BORE EXISTING �> „ INLET LYy7 T°°A P=4o e 3WATER-TIGHT €f GROUT � �N � "�€�`°" ��. � TO ENSURE qua E�,TIai� - ion is based on sheet C 6 of Site Grading and 4) Peripheral and background information b g Drainage Plan prepared by CPH, Inc., Job #S13352, Revision 2, dated 1 /27/17 and is ) PROPOSE 6" WYE /CLEAN -OUT F L, @ 14425' shown for reference purposes only and is not part of this survey ,., rs °' •n PK Nail and Disk stain 5 v b benchmark 1 bail a n i eel [3M L$ Elevations are based an site, # 9 P _ #7143 , elevation=147.54 , and site benchmark #2, being a PK Nail and Disk, stamped �• Yw F r � P � PROPOSED �, WYE /CLE -I� I3L h - shown o sheet of ALTA NSP Title BM 7 4 -147 s n h 2 S Land Survey LB 1 3 elevation .35 / Y s, , t3 ' p g , dated 6 22 16, National Geodetic Vertices Datum re nred by -CPH Inc. Job 513352 1 u s T � I" � .. Cry PIPE, CONNECT � _ ! E fx. � i; 'ta'`r ..I" .. 8 �.f' �:.» F� i "Y r,=�"3� D E D Iti � t' „ 1929 (NGVD 29). (REFER ARCHITECT/ME? PLANS FOR LOCATION) n, S5 ., 6 d C�� 6 The underground utilities features n pipe sizes materials fitting labeling and ) P P 9 9 9 L•. re based n field- markings PVC stand pipes, measurements to to of features c>7 n and g (PVC PP PROPOSED AYE' d�a�IwE.Ai`--0�;='i�. � provided b GRADE -A -WAY and represented stakes etc. and a information r ahereon ) and/or o P Y based �o t I location field _ Y aR' �q � "'ad �,, bb PROPOSED �& PIPE, g, & p3 C I'sN of said markings and information as a d n he horizontal and vertices d g ,.._� ,�Y" � . LOCATION) • f d ('A (REFER LIP IIWATILNi v cannot and will not certify to h accuracy surveyed. eel. Therefor a undersigned the accu a or e the Y Y g Y -RiTtyt, '" ' completeness of the utilities, features, labeling and depths of cover shown hereon �-••�. ,, ROOF P V � @ i 00% unless uncovered for visible observation. gg L� tiL E{ISTT�s STORMINLETSOUTH Fea §Jx ✓2s. CORE BORE GROUT SE;L TO ENSUREWATER-TIGHT CONNECTI 7) Additions or deletions to this as -built survey by others is prohibited without written consent of the surveyor in responsible charge. � �~} IxR!ii'IaSEII 66' WYE `/CLEAN-i:Ili7 E,i_° @ I4174' 8) Underground pipe/improvement information is based on survey data collected at each 69' - E,' r V,C= .i,€i x structure. The completeness and integrity of the underground improvements is not part this of survey. PROPOSED is WYE /CLEAN-DUT. (� IC s CONNECT TO PROPOSED DOWN SPOUT PIPE, F,L, @ 144A (REFER ARCHITECTAMEP PLANS FOR LOCATION) S-I1 6' INSERT -TEE ,- CONNECT TO EXISTING �" € URN PIPS. @ F.L, 143,16't N4"»,AL TO ENSURE WAT R-1iGHT CONNECTION. -1P 1E` - 6" P,V,C, P L58 PROPOSED 6' WYE /CLEAN -OUT, L.P{NWCCT TO PROPOSED INN SPOUT PIPE F-31", 143.35= , RREEER ARC; IITEOT_`m,E,P PLANS FOR LOCATION) V to Ca Z n N < 02 00 1001~ U O �LLt''o � C o 0) 0 co =moo U O N M ZC,5 Z (0 LU 00 a ►- j a+ a ao E y �U � "} U_ a �o o` Qit .a > V N c= � U as O `cc w 0 Ld.L�h�,� n fn �` 4n Z _j (n -0 a \t ZZ_ by �-� u3 tJ Q E 0 4 00 a, d. ' -Z V O - O N m-CL y a W W Q Q � j` � Z �- Q o w 0 tD Q co = Q Z Q Z Q Q {, - = iY 0 z f�� 00 LL.I CL �oF�) V / 1.,, tV V ¢c><r. ('W% m v� z 0 LLLJ V Z W Q ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNON( ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT G RDA'1701 DATE 2018-02-14 DRAWING SCALE 1 "=20' DRAWN BY BZ APPROVED BY RFD V=1001wA SHEET 1 OF 1 I l 1 �_�_�%.,,�,_w_..,...�...._�_. � _.Mw�w�..:�„�.w�w.w":w:.w.._ �w ._�_.�.•..•,".•._._."._�.� �I:_ � _.1w � � � ' � �a EJ —40 4 4' H0 CY. -- — — ....� �.,w,. ,..-n .v.w .»,.w. �.M.. w..w. w..w. ,w�., .wm.., u...� ....., — _w_ .- — — — _ 11* PALM ', TREE 12' PALM 'NEEPAZ _ �e W Il 3 V08' P) 143,0, E E,, a CPP)=143.10 INV ELCV�15" CPP)=143,11 yf I n TIP EV-14B.72 l BOTMM FLEV-1 ,15 ® d $ I \ PE E 1 { b �. 7-1 .,._.. ,�„ �n.�w --,..� .��• �.�._ .�....�,..�.� ... it I � � � � a w A . .w. , 1-1 TOP CF UD I NE INV ELE & PvE -1 7 SS 1d I to its]u r-w8l $ 137 31 S INV E # I V(8` I I l INV ESE. a5 CPP 143.34 y I V EL V�1 a C�PPI)ffi 14141f TOP MLEV147.1 I 1 1; ���OTTOME SUNTRUST pIpGOSS1V p/Y1 ; yi ,€.S.y.' y 0 y § t3O 6"PVc 145.46' T DITIDN U TOP MNG 15" 1 3,142 SLw. .0.20" SAPtITAR EANOUT s�NiTARIou „r Tay 14T.71' fs V, 148,30 f TOP ELEV•1 .77' 45.W [ } iNV Fa.1 a ) LF 6"17 O 1.71X ..,.,...mow.« .... ..........w�,�.» w."......w,... ..",..,,.,,......".....".w.w, n...n,..ww.�.» ...w,�..,"•...... .......,,, ... 3 fi w I � - TOP ELEIV-1-0,45 \ W INV ELEV(16 Rr P)-140.89 � ?� � ARY Ct c E BOTTOM QEV-140:33 l . r�„ aEV-145.77' TOPS OF UD E1 V 114a:s5 TOP. 47.66' N INV F3.EV(B" PVC)-137- a ANC t > i ATER 5Eiivl E INV ELEV(Iz" PVC) 137.H7 t I € r-,,7 00"NN CiION S INV azv(s- Pvc)_137.3a 161 aSM a Y IW INV EI E PVC)?3.9 s 1 �� �, � �'�.�, i tl��� � ' i• " PVC)�13S.1B 1 �; _� � SEA I �1 i ► I t � € .,.w,:�mn`.�.•:..v....,... � � NOTE 28 ":» :YSai a'..F.•G Y'kY^1j.Ek! 3I STi'aH W INV ELEV(15- CPP)-;44.13 ` t TOP EIF 147,60 SOTTOM ELEV-1 f t j IN INV LEV(1 `° PP) 14 .E3 a 1" P(it.YMYtENE t•r i x X NV F19W,13' C'PP)=143:6.3 DE TAIL I A TOP ELEVV=170 I I TCV° VXV-4E.O9 .. E €htV EL V(12 PVC) 142.75 S INV ELEV(15 RrP); 42 07 1 BOTTOM ELEV-; 41.8E I "w 1 NW INV EI i pia GPP) I43_€J4 9 E INV E€.EV(13' CPP) :144,02 - r +. S BOTTOM EV 14143 <„ I K wV E15%2 z PP)-12 i 'WV € �n TREE Ilk CRAPE MITLE TREE V, STMH ma CRARV TOP ELEV �m. I S INV EMV(15- '24$CPP) 37.40 1 -,Y rs YsOTit'M �L17.€17 ¥ TREE] w . . THE w r r (NP �' x w.+.mw.m..wnw.wwnw.w.w-..ww,.....„,,. w.,wv-.w.......nw.w µa�..+.an„ �w�w�n.w.w...w......ww. vwn •-..-w.-M-....w..... ....w«.,�.....�•wN.v.u» K.s+.mi+W.� �.. ��.,. �.�w. .........nnw.....-w" w'...�r �,; .•:i �� mmwm am rm`.n.,p:°'�" �n.unw..smvrcw .... ��. .m-x,.+..e.� A �n yy " �.,w...�..w.w._..�. .,•.,,.w.,.,",w.w~w�w.. ....�, ._.ww,nw., � wnw_.,�„,�.w.nw, .w,_.._wnnw.,w�w � _w��_w.,w. .,w..� _..,w.w"w"w..,,,w,. DETAIL "A" in�ATE TOP EL.EV 14S.B5 N INV ELEV(S' PVC)-14.91 x S INV EL :V�£ PVC} `142.OA BOTTOM Ev 1 , 21 E BOTTOM (FULL. OF MRT) rX1" Mum STH r ELv=137.2e ¢ N. INV ELEV 15" 4 a P 1. E INV E EV(15"x,30'CPPj-.127:48 1 BOTTOM E1 V-127.34 I CONNECT 'TO EXISTING WATER STUB -OUT, CONTRACT13R SMALL CUIORIIINATE CONNECTION WITH CITY OF Zvi ; €YRI41ILL , INSTALL A 1' DOMESTIC VATER MFT"I"R W f V RRZ BACKFLDW PREVENTER. CONNECT TO EXISTING SUB BUT AND INSTALL A IRRIGATION DETER AND I. RRZ BACKFLOW PREVENTER WITH V STUB—CLIT FOR IRRIG T°IMP. II RR P ISEII I' POLYETHYLENE WATER SERVICE LINE, MAP OF SURVEY RECORD SURVEY SECTION 34, TOWNSHIP 25 SOUTH; RANGE 21 EAST PASCO COUNTY, FLORIDA 0 10' 20' 40' SCALE: 1" = 20' I{ �v Legend PR9PIaSED WATER SERVICE CONNIECTION PAINT AT UILDN�, (REFER O ARCHITECTURAL PLANS FOR . CONTINUATION).- APPROX. - Appr do Conditioning Unit RR - Radius Reinforced Concrete Pipe - ��Cos er B REC - Recovered Gp - Gas Marking or Flag �m w SFP - Sock Flow Preventor RNG - Range 8M -Ranch Mark R/W - Runt-M-Way r4 - Cas Volvo �€SANMAnY SEWER LINE SCHEDULE BOB - Beacom of Hank RRS - Railroad Soft ® .Goa Meter BOC ^ Borin of Carp S -Sanitary Sena Service (uGS) ® - Can Monhols REFER TO SHEET C•- & C��- .1 FOR CITY Y O /E HYRHiLLS STANDARD UTILITY DETAILS, "-0- - Cable Television service: (UGS) Sp0 - state one Coordinate system %a - Guy Anchor (C) - Calculated Dimension SRD - State Road Department - Handk� Pakilg Space i C - Chard. DHmalnce ST - Storrs Sewer Service (UGS) p -iron Handicap pipe par 1! µ OM - Concrete iAomnnont �_ _ & - Iron Rod OR) I CM&D - Concrete Monument with auk _T - jdepphone Service (UGS) Irrigation vaive CONNECT O EXISTING � &'ir SEIWER SERVICE LATERAL WITH, AN IRL INE 6' CMP G�ed mod Pipe WYE AND CLEAN OUT AT INV. `L C AND i`PiEN RAISE TO INV, I4I s ODA a of Anthorixotion TBM - Temporary Bench Mork ai,E ^ Light Pole CONC - Concrete TD - Tangent Oistarroa Q - Manhole CPP - Corrugated Plastic POO TOB - Top of Bonk g D_ TWP ^ Towookip �i - Meta Right Pate I' L, Ian `,C, 1.71 (0) - Deed and/or Described Dimension (TYP) - Typical ( - Metal utility Pole -Degree of Curvature - Monitoring Well 30 g 1N`" I . D T Delta ` UGS - Underground service f - More or Ross W g E W/ CL AN BUT, V_ Hall j DIP - Ductile Iron Pipe y Pipe ® - Nall � Disk (N&D) DH Drill. Hate f yCp _ vitreous Clay DDT - Deportment a Tranaportatlon W t - Property we _P 11". 0 L ' P,V,C, LM .8---W--- Water Service (UGS) A — Railroad spice (Rts) L •_ €/MEC _ Electric service (UGS) - Sewer Masking or Fkng ELJ£RES+J - Elevation _S 1JtY ilLl ( - Sewer Manhole EDSANITARY SEWER CONNECTION POINT, LIMIT OF CIVIL DESIGN. EDP — Eire of Pavement _ Asphalt Area � —sewer vava (+/-- 5' OUTSIDE OF LI3C,) F�---- As CLEAN OUT INV 142,40 (REFER TO ARCM/MEP PLANS) FHB — Field BoU�oil�s� twal�It ttie- Bank Flow Proventer � _ sign t FF - Finished Floor h Mark ® .- Telephone Pedestal Found ® - slow -Off -valve g - Code Television Box H " Telephone Marker{ - High Density Polyethylene Pipe - Cable Television Matter To - Telephone Marking or Flag I My - - Cable Television Marking or Flag ® - Telephone Manhole IP iron pipe - Contar". -ftft stral Vault 0IP&C Iron - � with cap^ Chiseled Cross Vaive iRIron R IRL C iron Rod with cap iK - CtiI1U5 -Water Lire Marker - Concreteoncrete Right Pole - Water Marking or Flag ^ Concrete Merwrna,t (cat) � -Water Manhole LH ^ aen< Business �•{ - Concrete Utility Palo LS - Liconeed Surveyor M ® - water Meta' - Concrete Area - Water Volvo MB - Map Book - Contra Pane MEs - Mttered End Section Wood Light Pole IV j`` '� - Covered Area NAD - Hair and Disk p - Delta (Central Angle) -Wood Utility Pole N&F - Hall and Flamer NAVD - North' Ame•k:an vertical datum - NM Drainage Melbas -Oat Tres + Size NM - National Ceodi ttc vetkd Datum 0 - OM Hole {ON) 0— ® - sectrk Meter - Piro Tree + size --GHW—- Overhead Wire' y �+ Oflicie Records Book m - Electric Box =r - Palen Tree + Size GRAPHIC SCALE P) IV - -Plat Dimension Electric Manhole �y ( - Plat Bode 0 go - Electric lira MaV ker - Citrus Tree + Size PC -Paint of curvature so - Electric Marking or Flag F µF PCP - Permanent Control point }0 - Filter Optics Cale Maker - Ornamental Tree + Size PK&O - P.'k r-Kdon Nag with disk F*g - Fiber Optics Marking or Flag - PRS - Professional rand Surveyorshrub 1 INCH n FEMET POB Pint of Beginning ;4 - Fire valve POC - Point of canmencenont PRC - Pout of Reverse Curvature - Fie Hydrant Aesop_ Spot Elevation (Fast) PPRRMM - PPerman nt RSurveorc er, - Flood Light { 1 PT - Point of Tauganay�per FV#a - Force Main Marking or Flag txx> - This Commitment line Number € PVC Polyvinyl CFiloide Pipe SUJ?VEYUR'S NOTES. 1) This is not a boundary survey. 2) The purpose of this record survey is to delineate the horizontal and vertical data of the water and sanitary lines as constructed by GRADE —A —WAY. 3) Only that portion of the survey drawing depicted in bold text and notations are part of this survey. The lighter background text and notations are for reference purposes only and is not part of this survey. 4) Peripheral and background information is based on sheet G-7 of Composite Utility Plan prepared by CPH, Inc., Job #S13352, Revision 2, dated 1 /27/17 and is shown for reference purposes only and is not part of this survey 5) Elevations are based on site benchmark #1: being a PK Nail and Disk, stamped "BM LB #7143", elevation=147.54', and site benchmark #2, being a PK Nail and Disk, stamped "BM LB #7143", e4evation=147.35', shown on sheet 2 of ALTA/NSPS Land Title Survey prepared by CPH, Inc., Job #S13352, dated 6/22/16, 'National Geodetic Vertical Datum 1929 (NGVD 29). 6) The underground utilities, features, pipe sizes, materials, fitting labeling and measurements to top of features are based on field markings (PVC stand pipes, stakes, etc.) and/or information provided by GRADE —A -WAY and represented hereon based on the horizontal and vertical location of said markings and information as field surveyed. Therefore, the undersigned cannot and will not certify to the accuracy or completeness of the utilities, features, labeling and depths of cover shown hereon unless uncovered for visible observation. 7) Additions or deletions to this as —built survey by others is prohibited without written consent of the surveyor in responsible charge. 8) Underground pipe/improvement information Is based on survey data collected at each structure. The completeness and integrity of the underground Improvements is not part of this survey. GRASS ELEV. ±147,90 2,61' V EXIST,15� C, 145,26± EXIST, 15" CPP 0, P CLEARANCE � OP 14 ,6 INV, 142,10+ r r PVC SANITARY SEWER) �_�.. 00 Z 11 �- c0 p� iM C 10 lb v � LL LL �� co a it t U-) o 0) �N C mU W 0. H i Clio. O v o � � >W p � nl1 L � a a o a1 0 A a ay . A X,J�tl1' "l� p i7 Izo<c'_ `b �Q E Zi � �� Z a_�Y a � •rn as a 1 Oa tar. tl ii � � w� /=) (6 0 LL Q VJ m N (� F_ vW m Z O tf1 U1 O Z iw-- ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RiSK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNON] ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT GRDA1701 DATE 2018-02-13 DRAWING SCALE 1 "=20' DRAWN BY BZ APPROVED BY RFD V=1 001 SHEET 1 OF 1 RESPONSIBILITY MATRIX Ir F X_ E Q 75 m O z O n V) W � E O O O Q 1 O 0 M O c L O 0 D U Q O c 0 - O, 0 0 Ln O O O C O O m a O N 0 0 0 cn O O 3i /B N CD O N E 0- N N I A 0 00 O N O 0 CONSTRUCTION BUY-OUT RESPONSIBILITY MATRIX SunTrust Prototype Revision Date 09/19/16 SITE WORK & EXTERIOR Refer to Civil drawings and site lighting sheet SE -I Survey / As-builts Owner provided except GC is responsible for engaging a construction layout surveyor as required for the construction of the proposed improvements and structures. As built drawings of the site utilities and paving will be required to be submitted to the project engineer for certification purposes. Site Lighting - Fixtures ;' . If required (Site lighting fixture is a basis of design - substitutions permitted but must be reviewed by Architect) .fi Site Lighting - Poles & Bases =a If required Y Site Lighting - Electrical Including signage- Final connection by SunTrust sign vendor Site Lighting Survey GC to verify light levels at banking center exterior Coordinate with Vendor 18 Drive-Thru GC to request plywood template from Vendor 8 for bollard and equipment layout. Template is the same for ILT and ATM Exterior Building Signage GC to provide power as required, provide blocking as needed, and ensure all penetrations are sealed. Final termination Coordinate with Vendor 7 by owner vendor. Bike Rack MILLWORK s. GC to coordinate installation with Vendor 8, Millwork will be differentiated in Millwork Schedule. Perch SS surround Millwork - Specialty P YNJI Preferred Pricing with Vendor 8 provided and installed by Vendor 8. Millwork- ATM Wall ti Coordinate with Vendor 7 GC to coordinate installation, Millwork will be differentiated in Millwork Schedule. Millwork - Back of house Millwork will be differentiated in Millwork Schedule. DOORS & WINDOWS Curtain Wall (Exterior) Refer to specification Storefront Including hardware Y ;s4 Coordinate with PSS (see A00.02) GC to install fiberglass in wall and BR door, Vendor 8 to provide installation at teller line. BR glass installed by owner BR Door/Kevlar/Glass 3 vendor if apRllcable. Exterior Vestibule Door - (See note for controls, and also GC to furnish, power and rough -in and install door. Reference door/card reader on door and equipment schedules. Security Devices under Electrical) Coordinate with PSS (see A00.02) Security vendor to install and supply card reader and mullion camera. FINISHES Carpet/Walkoff Tile t Preferred Pricing with Vendor 6 GC to provide order utilizing SunTrust preferred vendor. Tile Flooring Preferred Pricing with Vendor 5 GC to provide order utilizing SunTrust preferred vendor. LVT Preferred Pricing with Vendor 4 GC to provide order utilizing SunTrust preferred vendor. Carpet Adhesive ( Grout / Tile Underlayment Include moisture testing, crack suppression membrane. SPECIALTY Fixed Office Partitions Preferred Pricing with Vendor 10 Purchased through Owner Perfered Vendor: GC to install; coordinate hold -to dirnensions with Vendor Graphics/Marketing Coordinate with Vendor 13 Lobby Ceiling Sunburst/Rays Preferred Pricing with Vendor 8 GC to provide blocking, coordinate installation by Vendor 8. Marketing Window Permanent Display Preferred Pricing with Vendor 17 GC to order through preferred vendor. GC Installs. Sliding/Operable Glass Partition System r ^ _ , Preferred Pricing with Vendor 10 Purchased through Owner Perfered Vendor: GC to install; coordinate hold -to dimensions with Vendor EQUIPMENT Security Devices Coordinate with PSS (see A00.02) Device and final termination by owner. Coordinate with Owner Vendor and SunTrust security specialist. Cash Recycler / Dispenser Coordinate with Vendor I I GC to coordinate installation; responsible for providing power and security at each location. Banking Peripherals Coordinate with Vendor 15 Check scanner, teller line equipment, pin pad. GC responsible for providing power and security at each location. Banking Equipment Coordinate with Vendor 2 Night Drop/Vault, Safety Deposit, Safes, Cash safes - Device and final termination by owner. GC to coordinate installation; responsible for providing power and security at each location. Teller Connect / ATMs Device and final termination by owner. GC to coordinate installation; responsible for providing power and security at Coordinate with Vendor 1 each location. If the equipment surround requires power, GC responsible for providing power. Staff Lounge Equipment' See schedule on sheet A00.33 Bathroom Accessories See schedule on sheet A 1 1.10 Speakers Wiring (power / data / blocking) and speakers by GC Digital Signage / Monitors / Music Equipment Coordinate with Vendor 9 Wiring (power / data / blocking) by GC; monitor, mount, player/PC, transmitter & receiver by Owner Vendor. CCTV & Alarms Coordinate with PSS (see A00.02) Owner Vendor to coordinate locations and low voltage requirement with GC. FURNISHINGS~ Furniture Coordinate with Vendor 3 GC to coordinate with owner vendor for delivery and installation. Furniture is purchased by owner TELECOMMUNICATIONS Telephone System & Handsets .,-, Coordinate with Vendor 15 Branch opening specialist installs after construction Printers +� Coordinate with Vendor 15 Branch opening specialist installs after construction Com uters/Monitorsk P Coordinate with Vendor I S Branch opening specialist installs after construction P g P MECHANICAL VRF GC to install VRF system. A/E team to verify design with vendor 14. Mechanical engineer required to be Diamond t': Coordinate with Vendor 14 Designer certified, and sub -contractor required to be Diamond Installer certified in order to obtain 10 year warranty. Testing & Balancingt ' GC to test and balance all mechanical equipment ELECTRICAL Switch Gear Light Fixture Package ^„' Controls Devices and CAT 5 (Pre -terminated) - No substitutions on preferred interior lighting package. Exterior Signage ; ,a Coordinate with Vendor 7 Signage by owner vendor, Electrical by GC - Final termination by owner vendor. Security Device & Equipment Power Coordinate with Vendor 2 / PSS Equipment by owner vendor, Electrical by GC - Final termination by owner vendor. Banking Equipment Coordinate with Vendor I Equipment by owner vendor, Electrical by GC - Final termination by owner vendor. LOW VOLTAGE Security Device, Equipment wiring Use approved Vendor 12 GC required to contract directly with preferred vendor. Devices supplied and terminated by owner vendor. CCTV &Alarm Wiring Use approved Vendor 12 GC required to contract directly with preferred vendor. Devices supplied and terminated by owner vendor. Telecom: Voice & Data Use approved Vendor 12 GC required to contract directly with preferred vendor. Devices supplied and terminated by owner vendor. Mechanical Control Wire Required Vendor 12 to connect JACE for equipment by Vendor 16. GC to install wiring for equipment by vendor 16. :. Use approved Vendor 12 Lighting Control Wiring Use approved Vendor 12 Required Vendor 12 to install and wire 0-1 OV dimming and controls. Exterior Door Controls: Wire &Chime Use approved Vendor 12 See equipment schedule for additional information. Speakers & Wire Rough -in GC to purchase and install speakers. At project locations with satellite dish, GC to coordinate roof penetrations. Use approved Vendor 12 BUILDING AUTOMATION SYSTEM Building Automation System Use approved Vendor 16 BAS system purchased by GC directly through Vendor 16. GC to handle installation. t.. THIRD PARTY TESTING Construction Materials Testing ;. Includes soil testing and concrete testing for foundation only Special Inspections` Includes masonry, connections, weld inspections, bolt inspections and curtain wall Site Work Testing All testing related to parking lot installation - geotech prior to lease Municipal Inspections All municipal/permitting agency inspections carried by GC Roofing Inspection y '3' Roofing consultant to inspect during installation PERMITS Subcontractor Permits '�__'>_i Building Permit `` Reimbursable by owner- include an allowance in bid documents. O• Owner G.C. General Contractor Notes: I This Matrix is provided to clarify and facilitate procurement and work coordination responsibilities primarily as it relates to GC work. GC to confirm and determine scope of work during pre -construction meeting. 2 Contractor is responsible for receiving items delivered to the site but installed by others; includes unloading, storage and filing freight claims (when damage occurs), when a purchase order has been provided in advance. 3 Items not specifically addressed in this Responsibility Matrix are to be furnished and installed by the GC; refer to drawings & specifications for additional information. GC CONTACTS VENDOR #4 Mohawk (LVT) Monty E. Brock RVP, Strategic & Global Customers Southeast O (678) 429-1976 monty_brock@mohawkind.com www.mohawkind.com VENDOR #6 Tandus- Centiva (carpet) Michelle Boyd Michelle.Boyd@tarkett.com 800.241.4902 Ext 3198 www.tandus-centiva.com C.R Laurence Co, Inc. Brad Thurman Director of Sales & Marketing - < Mid -West & East Coast < Regions C (213) 309-3628 O (502) 538-0331 S bradthurman@crlaurence. Acq� VENDOR #16 Environmental Comfort Solutions Jonathan Setzekorn O (980) 272-7327 C (704) 778-2272 jsetzekorn@ecs-web.com VENDOR #18 GMR Joey Middleton Vice President Sales and Marketing O (972) 772-1259 C (214) 923-1102 A VENDOR #5 Daltile (tile) Frederick Davis National Account Manager O (972) 423-5464 C (469) 964-3246 www.daltile.com VENDOR #8 CBBE (specialty millwork) Kristi Franks Project Coordinator O (770) 924-1242 x224 C (770) 342-8272 kfranks@cbbe.net VENDOR #14 Mitsubishi Electric Tom Varga National Accounts Manager O (610) 873-2514 C (484) 885-0710 tvarga@hvac.mea.com VENDOR #17 Arktura / Map Contract Melissa Monk Richards C (404) 276-0494 melissa@mapcontract.com VENDOR #19 Graybar Mitch Cohen Senior Outside Sales Representative C (404) 803-2677 VENDOR #12 HAS BEEN SELECTED BY SUNTRUST PM VENDOR #12 Statewide Cabling, Inc. Kurt Storch O (800) 454-1474 C (407) 509-6440 kurt@statewidecabling.com Kevin Canavan O (800) 454-1474 C (407) 467-0012 kevin@statewidecabling.com OWNER CONTACTS GC - PLEASE DIRECT QUESTIONS TO SUNTRUST PM IF CONCERNING OWNER CONTACTS VENDOR #1 NCR (ATM/Teller Connect) Sandi Blalock Bank Ops Branch Service Support Specialist 0 (919) 425-6302 Sandi.Blalock@SunTrust.c om VENDOR #3 Empire Office Inc. (furniture) Ken Hawes Account Manager 0 (407) 599-6505 C (407) 761-1454 khawes@empireoffice.com VENDOR #9 LSI (digital signage/ music/ speakers) Maribeth Graham O (330) 494-9444 C (330) 936-5563 Maribeth.Graham@lsi- industries.com VENDOR #13 Miller Zell (graphics and merch) Melodie Clonts 0 (404) 526-1322 Melodie.Clonts@millerzel l.com Ops Branch Servic Support :DDavid.A.Vermulm@SunTrust.c avid Veer Mulm 629) 772-0259 m VENDOR #7 AGI (signage) Mary Meyer O (757) 427-1900 ext.38 C (757) 298-9055 mmeyer@agisign.com VENDOR #11 Cash Recycler/Dispenser SunTrust Brenda Schultz (407) 762-5200 Brenda.Schultz@SunTrust.co m VENDOR #15 SunTrust Technology Planner Steve Branham 0 (478) 755-5327 Steve.Branham@SunTrust.com O• Owner G.C. General Contractor Notes: 1 This Matrix is provided to clarify and facilitate procurement and work coordination responsibilities primarily as it relates to GC work. GC to confirm and determine scope of work during pre -construction meeting. 2 Contractor is responsible for receiving items delivered to the site but installed by others; includes unloading, storage and filing freight claims (when damage occurs), when a purchase order has been provided in advance. 3 Items not specifically addressed in this Responsibility Matrix are to be furnished and installed by the GC; refer to drawings & specifications for additional information. 4 Owner shall supply Contractor with product/material cut sheets and/or installation requirements for all Owner -Furnished items prior to construction. 5 Owner is responsible for coordinating items furnished and/or installed by direct contract vendors or its own resources. 6 Coordinate with MEP drawings 7 GC required to purchase from suppliers with whom owner has inventory pricing agreement. GC responsible for pricing and delivery. Definitions: Furnish: Means supply and delivery to project by freight on board a truck, unless otherwise defined in greater detail. Install: Describes operations at project, from inspection to unloading, to completion in place, ready for intended use. 0) U ., co co co � N N T I 4 _ CD � rn o op , U co N 00 "t Vi ^ M 0 �o � N W 0 00 co I.L. c o Cco p U C ■ Co L.LL tti co tfo E o N 06 � N cc �# 4-+ U) It U Q @ U U � co ^ l J 0 r• � O d CO0 LL O U N L to Q E U LL 1 O Of �p Q — m O J O m V J .=J = O Or- W O 0- r- N 0 r— i E rn c 0 rn E E 0 U c 0 a. U a> N 0 z I_- o UJ w CL o of m o Of O ~ Z O Cn U cn = ri U) o ca ^ r 0 m 00 N !� O I N O N 1 ' 2 ' 3 ' 4 i 5 10 ' 7 ' 8 ' 9 ' 10 ' 11 ' 12 ' sheet no. THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF SUNTRUST BANKS, INC. NO REPRODUCTION, REVISIONS OR RESPONSIBILITY MATRIXAOO#01 REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. SCALE: AS NOTED PSS VENDOR LIST SunTrust Bank H Phyisical Security Specialists State` IVideo j4jarm JBR I Card AccesE MD I Gerry Drinkard I Gaston I BranchServl BranchSeN Gaston DC lGerry Drinkard IGaston I BranchSe BranchServl Gaston VA Northern VA A Gerry Drinkard Gaston BranchSery BranchSery Gaston Central VA RIC Gaston BranchSery BranchSery Gaston Western VA L Nick Vasquez Gaston BranchSery BranchSery Gaston Eastern VA Sarah Bogin Gaston BranchSery BranchSery Gaston G West Virginia F �o cri U) n I X Q 75 J m U) z 0 w E N 0 0 0 Q 0 n O c� a 0 E D 0 U a / 0 U 0 Ln 0 0 t oC 0 0 n E Q N cn cn 0 0 0 n /L\ Nick Vasquez Gaston BranchSery BranchSery Gaston Tennessee All except Chattanoo Nick Vasquez IGaston IGaston Clear Gaston Chattanooga Clay Compton Gaston IGaston IClear IGaston North Carolina IChris Lawless IGaston 113ranchSeiv BranchSery Gaston South Carolina IChris Lawless IGaston _FB_ranchServj BranchServl Gaston Georgia Atlanta All of Metro Atlanta Clay Compton BranchSery BranchSery Clear BranchSery except those listed below Plaza Nick Custenborder BranchSery BranchSery N/A BranchSery Garden Marquis 1 Clay Compton BranchSery BranchSery N/A BranchSery Marquis 2 Hanger All Locations Outside Luis Velasquez BranchSery BranchSe Clear Kratos Atlanta Florida North Luis Velasquez BranchSer V BranchSery Clear Kratos Central/Tampa Nick Whitford BranchSery BranchSery Clear Kratos Luis Velasquez BranchSery BranchSery Clear Kratos South and South West Manrique Cordoba BranchSer V Y2K BranchSery Clear Kratos *SunTrust PM to reach out to PSS as primary contact 01/21/15 SunTrust Bank Phyisical Security Specialists PSS TO BE PRIMARY CONTACT Physical Security Specialist Manage Beth Jordan beth.jordan@suntrust.com 804-273-7937 - office 804-517-2331 - cell MID Gerry Drinkard gerard.drinkard@suntrust.com - 703-267-0178 - office 202-689-4992 - cell DC Gerry Drinkard k Mg gerard.drinkard@suntrust.com 703-267-0178 - office 202-689-4992 - Cell VA Northern VA Gerry Drinkard gerard.drinkard@suntrust.com 703-267-0178 - office 202-689-4992 - Cell Central VA (RIC}. Sarah Bogin ry sarah.bogin@suntrust.com 804-273-7936 - office 804-305-9571 - Cell Western VA Nick Vasquez nicholas.vasquez@suntrust.com 3 615-775-4430 - office Eastern VAS Sarah Bogin sarah.bogin@suntrust.com 804-273-7936 - office .,' 804-305-9571 -Cell West Virginia Nick Vasquez M"x � nicholas.vasquez@suntrust.com 615-775-4430 - office Tennessee All exce Nick Vasquez nicholas.vasquez@suntrust.com *' 615-775-4430 - office ti Chattandoga Clay Compton clay.compton@suntrust.com 770-280-8443 - office 404-304-7334 - cell North Carolina Lawless � ,Chris christopher.lawless@suntrust.com 919-926-6018 - office " 919-398-0355 - cell South Carolina _ ;Chris Lawless On christopher.lawless@suntrust.com g 919-926-6018 - office ..� �!919-398-0355 - cell Georgia Atlanta All of Metro Atlanta Clay Compton except those listed clay.compton@suntrust.com below 770-280-8443 - office .. 404-304-7334 - cell Plaza: Nick Custenborder Garden nick.custenborder@suntrust.com 404-813-0066 - office 470-217-9120 - cell Margins.-. Clay Compton Marquis` clay.compton@suntrust.com Hanger 770-280-8443 - office � 404-304-7334 - cell All Locations Outside Atlanta Luis Velasquez Iuis.velasquez@suntrust.com 904-671-8101 -office 904-383-9442 - cell Florida _ North v" Luis Velasquez r luis.velasquez@suntrust.com 904-671-8101 -office 1`1,., 904-383-9442 - cell Central/Tam ' Nick Whitford �s nick.whitford@suntrust.com x407-762-2348 - office 407-967-1120 - cell Luis Velasquez �. luis.velasquez@suntrust.com v.� 904-671-8101 -office - ,, 904-383-9442 - cell South and Soufh Westfm ,Manrique Cordoba manrique.cordoba@suntrust.com 305-579-7001 - office 305-769-8748 - cell 01/21/15 Clear Security Systems Tom Ermanville 759 Bloomfield Avenue Ste. 356 West Caldwell, NJ 07006 (800) 468-0881 (973) 868-2907 tom@clearsecuritysystems.com Branchsery Jeff Trimble jtrimble@branchserv.com (804) 592-4281 Gaston Greg Burns gburns@gastonsecurity.com (800) 965-1266 FAI N A" 'Some of the northern most Central FL and Tampa ocations are the responsibility of Luis Velasquez. Please consult the attached list to determine the correct PSS. 0) U m .. b r> co 0,70 Qi � T � o rn n o Vi yr 00 � co 2) L /l S-cu m co i M tN � O M LL L p U C CO LL Q) @ m 2 W ^ LL E Ego t U ,,�( 06 _��¢ ca CD L s Uiv Q >—_j U m T CN T CF L �0LL 0 U N 0� L Q m C O O •� � O � I m 0 d W E U Ne (D Q p cn C Q E o W J ZD Q L.L. U O = m N : J J _ C-D af C 0— rn = ° Cn IV cramCl- N C O a U U) a� 0 z o N o' w 0- o' m o o' of c o of M w o w O O Z Z CDw v m O p M ¢ o 0 m M 0 O N O N 8 ' 9 10 111 112 1sheet no. RESPONSIBILITY MATRIX - PSS AOO.02SCALE: AS NOTED 1 2 3 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF SUNTRUST BANKS, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. 4 go 61 7 KEYNOTES 0 NEW CONSTRUCTION 035 F SELF LEVELING GYPSUM TOPPING » y" 051 X UNISTRUT WITH THRESHOLD ROD TO STRUCTURE ABOVE H 8 0 A 2 061 B WOOD SHIM FO-6 1DI DIMENSIONAL LUMBER 062 F FINISH -GRADE WOOD BOARD 051 X 0­7 2-­B1 BATT INSULATION 692 B 081 8 HOLLOW METAL FRAME ALL -GLASS DOOR �jvo i n 084 ­ClALL-GLASS INTERIOR STOREFRONT 061 D 081 B 087 POCKET DOOR TRACK 087 T SLIDING DOOR TRACK 087 X PIVOT DOOR HARDWARE CDF WEN I087 Y GLAZING SYSTEM DOOR PULL ``' o 087 Z HEAVY DUTY SLIDING DOOR TRACK 081 B 092 F NON-STRUCTURAL METAL STUD FRAMING 692 B 681 A 062 F 692 B 681 A 092 T GYPSUM BOARD 5/8" U.N.O. 0T92 CORNER BEAD NMI x G 764 F 695 A 122 F MOTORIZED WINDOW SHADE 072 B 061 D 764 F 061 D 692 B 681 A 651 A STRUCTURAL STEEL FRAMING o M 092 F 764 F 681 A SCHEDULED DOOR "'� POCKET POCKET POCKET 692 B SCHEDULEDGYPSUM CEILING r� DOOR �tB DOOR JAMB DOOR HEAD Q DOOR JAMB DOOR HEAD 764 F PLASTIC -LAMINATE -CLAD WOOD DOOR FRAME Y GL SCALE: 3" REF: DET. 4 G4 SCALE: 3" = 1'-0" REF: DEr. 4 G6 SCALE: 3" = 1'-0" REF: DET. 3 GU SCALE: 3" = 1'-0" REF: DET. 2 "1 0 SCALE: 81 6 A ALIGN 992'El DIAGONAL STUD BRACE TO STRUCTURE 996 D 1"0 X 2" DEEP HOLE FOR DUST PROOF STRIKE INSTALLED IN SLAB 0) U C C � M ■ cp E COLUMN LINE � m N N rno4 cd.o r c o U Q` oo , , I I \ M N ' Co L 'co:l @ au)) cc,) t� WO �- I L n (n J ^� Q � ._ 092 T 092 T092 T � s 0 092 2 F 092 F 092 CD Q ry 061 D 3%" co a)) a) ' 0 Lol 651 A 61 D 651 A I I (n °' 0 E 061 B 6 092 F THROAT I I U a° Lol T — 0 061 B - 092 F C)a ao 087 Z 061 D U) O N 0 061 B 061 D O L 092 T 094 K i 100 94 K , - Q 10 0» � 092 T 094 K 092 T 092 T 992E 084 C 0 4 C 094 K 695 A - - - - - - - 09 F TRANSOM AT 083 C CONFERECNE ROOM ONLY 094 K 7092 T 0 092 T 1 3 092 F o 0 L D 083 C - - - - - - - 061 D 087 X LOBBY SIDE VESTIBULE SIDE 810 A v LOBBY SIDE CONFERENCE SIDE 09 T 094 K O O i 083 C 087 T CONF ROOM LOBBY SIDE .(71 O o COUPON BOOTH u SIDE _ CU c- 061 D OFFICE SIDE LOBBY SIDE 083 C m 083 C 087 X 681 A 083 C 84 C 093 A L.J E 087 Y 035 F 094 Z 0 L.� Lo MARKETING WINDOW BREAK ROOM u- o 0 996 DLl 087 T C) o oC 84C J �o 3/» 0 a ° ° a a 1 i `+ `VQ 4 = Q7 a �/� —� J VJ L SLIDING BARN DOOR PIVOT DOOR Q CD Of C2 QLECONFERENCE ROOM REF; DET.10 C4 SL ED13NG 1 BARN DOOR REF: DET. 9 C6 PAVOT D100R HEAD REF: 06 A00.31@1LE�D G 1 OFFICE DOOR SILL REF: DET. 8 C10 COUPON o ONF RM7 c 3 N CD N N / 0 lIq /B v a O vvi N t1 O o E Q r0 d- cn Z I_ O Mcm N W W L A m o OO w O �` 0� U o m N o a� w Q O 2 1 3 4 5 6 1 7 1 8 9 10 11 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF SUNTRUST BANKS, INC. NO REPRODUCTION, REVISIONS OR 1 DOO D I L AOREUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. SCALE: AS NOTED O • 31 d C FINISH MATERIAL SCHEDULE MARK I DESCRIPTION IMANUFACTURER I MODEL NAME MODEL NUMBER COLOR I FINISH SIZE I LOCATION IREMARKS I CONTACT CEILING MATERIAL ACP-1 ACOUSTIC CEILING PANEL ARMSTRONG ULTIMA TEGULAR 1912 WHITE 24" X 24" GENERAL CEILING .COM ARMSTRONG SUSPENSION SYSTEM -SILHOUETTE XL 9/16" BOLT SLOT - 1/8" REVEAL IN BLIZZARD WHITE JODY TEETER; 770-262-5955, JtX259 EXTERIOR MATERIAL AM-1 BRAKE METAL CLADDING G.C. TO SOURCE TO MATCH STOREFRONT FRAME FINISH CLEAR ANODIZED ALUMINUM VARIES; REFER TO ELEVATIONS REFER TO EXTERIOR ELEVATIONS H AM-2 COPING METAL -ERA ROOF EDGE TERMINATION SYSTEM STONE WHITE ABOVE EX1; DARK PARAPET CAP AT BUILDING, DRIVE-THRU ROOF, AND DUMPSTER ENCLOSURE BRONZE ABOVE EX2; MATCH FINISH ABOVE EX3 AM-3 ACM PANEL OMEGA PRODUCTS, LAMINATORS INC. OMEGA-LITE ONE PIECE, TIGHT FIT MOLDING BRILLIANT ORANGE ENTRY/DRIVE-THRU CANOPY JASON BAUKNECHT; 800-523-23AM-4 SYSTEM - H-MOLDING (PART NO. 4505X) ACM PANEL CORPORATE BLUE DRIVE-THRU CANOPY 1 U E T - - EX-1 EXTERIOR CLADDING ELEMEX CERAMITEX SINTERED COMPACT SURFACES PERLA SATIN 48"X144" MAX; REFER TO ELEVATIONS REFER TO EXTERIOR ELEVATIONS LEO CHUAHY STONE CENTER); 770-446-5155 EX-2 EXTERIOR CLADDING ELEMEX CERAMITEX SINTERED COMPACT SURFACES 1 T SATIN 60"X125" MAX; REFER TO ELEVATIOt R LEO CH AHY STON CE TER • 770-446-515 EX-3 EXTERIOR CLADDING VARIES PER SITE DUMPSTER ENCLOSURE DUMPSTER ENCLOSURE CLADDING TO MATCH BUILDING• FINISHES IN DEVELOPMENT EX-4 STOREFRONT FRAMING OLDCASTLE THERMAL MULTIPLANE SERIES 3000 CLEAR ANODIZED ALUMINUM 2" x 4 1/2" E O IN H L RYAN HARPER; 770-385-1774 EX-5A STOREFRONT FRAMING 1 w4gi, STORMMAX FG-510 T CLEAR ANODIZED ALUMINUM 2 j" X 511 Z 112 OJECTS FLORIDA PROJECTS ONLY 1 51K- - EX-6 INTERIOR STOREFRONT C LAURENC CO ING CLEAR ANODIZED ALUMINUM 1 OFFI OWFER N E ROOM GL-1 GLAZING A PPG SOLARBAN 90 CLEAR G CLEAR %g" LAMINATED IMPACT GLAZING EFER TO WINDOW SCHEDULE A NATHANIEL MCKENNA; 404-695-7948 GL-2 GLAZING 1 SOLARBAN 70XL (2) + CLEAR GLASS CLEAR %6" LAMINATED IMPACT GLAZING R ING WI D W REFE TOW D W SCHEDULE 1 I - - 9 GL-3 INTERIOR GLAZING CR U N E , 1 C. CLEAR R F R T TOR F ONT SYSTE OFFICES & CONFERENCE ROOM8- G LS-1 SUNSHADE CONSTRUCTION SPECIALTIES, INC. CANTILEVER TUBE SUNSHADE SYSTEM 100-3C-31 #704 SILVER METALLIC COATING 8" TUBE, 4' PROJECTION TERIOR FIE BOB PHILLIPS; 770-418-0700 LV-1 LOUVER CONSTRUCTION SPECIALTIES, INC. 4" HIGH PERFORMANCE DRAINABLE FIXED A4097 #704 SILVER METALLIC COATING 2'4" X 2'-6" EXTERIOR AT MECHANICAL ENCLOSURE BOB PHILLIPS; 770-418-0700 MULLION LOUVER FLOORING MATERIAL 1 CO-1 DRY POLISHED CONCRETE CLASS A AGGREGATE EXPOSURE 1 LEVEL 2 SATIN / HONED FINISH MARKETING WINDOW PROVIDE FINISH SAMPLES FOR CLIENT REVIEW AND SELECTION 1 CPT-1 CARPET TANDUS BEAUSOLEIL lllQla,_gUSTOM §5lg9 ING: CUSHION RS DYE METHOD: SOLUTION DYED 15'-0" DIAMETER; 6' POWERBOND ON UP ZONE UNI-DIRECTIONAL PATTERN MICHELLE BOYD; 800-241-4902 x CPT-2 CARPET TANDUS A METRI 04654 62112 DE P BLUE, FIBER: DY SD/E NYLON, BACKING:ETHOS DYE METHOD: SOLUTION DYED 9" X 36" HERRINGBONE INSTALL OFFICES AND CONFERENCE ROOM HERRINGBONE INSTALL A MICHELLE BOYD; 800-241-4902 x 2 LVT- VINYL TILE MOHAWK GROUP 1 MASS APPEAL 859 ON THE LINE 1 METAL 18" x 36" BOH BREAKROOM FLOORING INSTALLED: ALTERNATING 1 FRANK ABRAHAM; 678-313-8849 1 T-1 PORCELAIN TILE ALTILE PORTFOLIO PF04 DOVE GREY 12" x 24" FOH INSTALLED: STAGGERED BRICK, GROUT: API SIL E IU E I FREDRICK DAVIS; 972-423-5464 INSTALL RECTANGULAR TILE (12X24 IN A TAGGER D BRIG .JOINT PATTER WHERE OVERLAP DOES NOT EXCEED 33% T-2 PORCELAIN TILE bALTILE PORTFOLIO PF05 ASH GREY 4" x 24" RESTROOM FLOOR AND WET WALL INSTALLED: BRICK, GROUT: MAPEI 107 IRON; MEDIUM BED SETTING 1 FREDRICK DAVIS; 972-423-5464 T-3 PO CELAIN TILE DALTILE ERRACE P105 ESPRESSO 6" X 36' PERCH FLOOR, CEILING AND WALLS INSTALLED: STAGGERED BRICKWORK, ROUT: WAPE1 7 CHOCOLATE; MEDIUM BED SETTING A FREDRICK DAVIS; 972-423-5464 TS-1 CARPET TO CERAMIC TILE SCHLUTER SYSTEMS SCHIENE (STRAIGHT AND RADIUS) zl AE SATIN ANO IZ D ALU I IT AT ALL NOTED TRANSITIONS RADIUS VERSION AT ONUP ZONE 1 - - TS-2 LVT TO CONCRETE JOHNSONITE #28 MEDIUM GREY AT ALL NOTED TRANSITIONS - - 1 TS-3 LVT TO IC E C LU R S S E N -U A TI L INU A L TED A S O S - F TS-4 LVT TO VCT JOHNSONITE SLTC-32-A PEBBLE #32 AT ALL NOTED TRANSITIONS MARJORIE BOSLEY; 404-550-3644, MBOSELY®TARKETT.COM 1 TS-5 CERAMIC WALL TILE TO GYP. BD. SCHLUTER SYSTEMS JOLLY AE SATIN ANODIZED ALUMINUM 1 L TE T SITIO TIM CALLAWAY; 470-725-8349, TCALLAWAY@SCHLUTER.COM VCT-1 VINYL COMPOSITION TILE JOHNSONITE AZROCK VINYL TILE V-220 CAST PEWTE 12" X 12" IT/ELEC ROOM FLOORING INSTALLED: ALTERNATING MARJORIE BOSLEY; 404-550-3644, MBOSELY®TARKETT.COM WM-1 WALK -OFF MAT ITANDUS ABRASIVE ACTION it 02578 CHARCOAL 10 BER: TDX-E NYLON, BACKING: ETHOS DYE METHOD: SOLUTION DYED BROADLOOM 6' POWERBOND 24 HOUR VESTIBULE WALK -OFF MAT MICHELLE BOYD; 800-241-4902 x 2 MILLWORK MATERIAL 1 ML-1 I MELAMINE WILSONART MELAMINE D354-07 DESIGNER WHITE SEMI -GLOSS CABINET INTERIORS DAVID MAY; 770-527-2466 PL-2 PLASTIC LAMINATE WILSONART WOOD ALTERNATIVE LAMINATE S2410-38 GRAPHITE WALNUT FINE VELVET PERCH MONITOR SURROUND DAVID MAY; 770-527-2466 PL-3 PLASTIC LAMINATE WILSONART STANDARD LAMINATE D92-60 DOVE GREY MATTE BACK TELLER LINE COUNTERTOP & CABINET FACES; CABINET FACES RMS 105, 108, 118 P-LAM TO BE SEAMLESS AND BREAKROOM COUNTER AND BACKSPLASH DAVID MAY; 770-527-2466 PL-4 PLASTIC LAMINATE WILSONART HIGH WEAR LAMINATE D92-60 / 107HW (HGS) DOVE GREY HIGH WEAR MATTE CASH ROOM COUNTERTOPS DAVID MAY; 770-527-2466 SS-1 SOLID SURFACE CORIAN/DUPONT CORIAN f DOVE TELLER LINE / COUPON BOOTH COUNTERTOPS SUSAN HOMAN; 302-999-6456 = SS-2 I SOLID SURFACE DURAT QUARTZ STONE 480 ORANGE PERCH SURROUND A CART WATERS; 404-625-0190 n WALL BASE MATERIAL n B-1 RUBBER WALL BASE JOHNSONITE MILLWORK MANDALAY 69 STERLING SILVER 4.5" HEIGHT FOH MARJORIE BOSLEY; 404-550-3644, MBOSELY@TARKETT.COM B-2 RUBBER WALL BASE JOHNSONITE TRADITIONAL 23 VAPOR GREY A 4" HEIGHT BOH MARJORIE BOSLEY; 404-550-3644, MBOSELY@TARKETT.COM 4" HEIGHT MARKETING WINDOW MARJORIE BOSLEY; 404-550-3644, MBOSELY@TARKETT.COM TB-1 PORCELAIN COVE BASE DALTILE PORTFOLIO P-36C9T ASH GREY 6"x12" RESTROOM BASE GROUT: MAPEI ULTRACOLOR PLUS FA, COLOR: 107 IRON FREDRICK DAVIS; 972-423-5464 WALL FINISH FRP- MARLITE STANDARD WHITE S 100 G SMOOTH 08 SHEET JANITOR'S CLOSET 1 ? MP- ETAL PANEL SYSTEM RKTURA GRAPHIC PERF IGP DURA POL 6802 (170 DEGREE) MATT POWDER COATED 3'-11" W X 9'-11" H MARKETING WINDOW CUSTOM PERFORATED PATTERN; INTEGRATED LEDS MELISSA MONK RICHARDS; 404-276-0494; MELISSA®MAPCONTRACT.COM 9 P-1 PAINT BENJAMIN MOORE ECO SPEC OC-122 COTTON BALLS EGGSHELL FOH WALL PAINT DOORS TO BE PAINTED TO MATCH WALLS IN SEMI -GLOSS, TYP. U.N.O.; REFER TO DOOR SCHEDULE RODGER B. LIPPMAN; 848-702-0239 P-2 PAINT BENJAMIN MOORE ECO SPEC OC-122 COTTON BALLS MATTE FOH HARD CEILING PAINT RODGER B. LIPPMAN; 848-702-0239 P-3 PAINT BENJAMIN MOORE ECO SPEC 2137-60 GRAY OWL EGGSHELL FOH ACCENT PAINT: BEHIND TELLER, BOH WALL PAINT DOORS TO BE PAINTED TO MATCH WALLS IN SEMI -GLOSS, TYP. U.N.O.; REFER TO DOOR SCHEDULE RODGER B. LIPPMAN; 848-702-0239 P-4 PAINT BENJAMIN MOORE ECO SPEC HC-168 CHELSEA GRAY EGGSHELL FOH ACCENT PAINT - OFFICE & CONFERENCE ROOM: SINGLE WALL DOORS TO BE PAINTED TO MATCH WALLS IN SEMI -GLOSS, TYP. U.N.O.; REFER TO DOOR SCHEDULE RODGER B. LIPPMAN; 848-702-0239 P-5 PAINT BENJAMIN MOORE AURA EXTERIOR VARIES PER SITE; TO MATCH EXTERIOR FINISHES SEMI -GLOSS METAL AT DUMPSTER ENCLOSURE RODGER B. LIPPMAN; 848-702-0239 a-, P-6 PAINT BENJAMIN MOORE AURA EXTERIOR 2132-10 BLACK EGGSHELL ALL INTERIOR OF THE DUMPSTER ENCLOSURE RODGER B. LIPPMAN; 848-702-0239 P-7 PAINT BENJAMIN MOORE AURA EXTERIOR 2137-60 GRAY OWL EGGSHELL CEILING OF DRIVE-THRU CANOPY MATCH FOR EX-1 PERLA COLOR RODGER B. LIPPMAN; 848-702-0239 a P-8 PAINT BENJAMIN MOORE ECOSPEC 322 ABSTRACTA EGGSHELL MARKETING WINDOW WALLS RODGER B. LIPPMAN; 848-702-0239 P-10 PAINT BENJAMIN MOORE AURA EXTERIOR HC-170 STONINGTON GRAY SEMI -GLOSS REAR EGRESS DOOR AND FRAME; TO MATCH PERLA STONE PANELS RODGER B. LIPPMAN; 848-702-0239 � D P-10A PAINT BENJAMIN MOORE AURA EXTERIOR 2095-40 MUDSLIDE SEMI -GLOSS REAR EGRESS DOOR AND FRAME; TO MATCH BRICK (FOR CLASSIC) RODGER B. LIPPMAN; 848-702-0239 u P-10B PAINT BENJAMIN MOORE AURA EXTERIOR 1066 BARELY BEIGE SEMI -GLOSS REAR EGRESS DOOR AND FRAME; TO MATCH STUCCO (FOR CONTEMPORARY) RODGER B. LIPPMAN; 848-702-0239 A A P-11 PAINT 1 B ECO SPEC 2137-60 1 0 SATIN BOH WALL PAINT: BREAKROOM, RESTROOMS, AND JANITOR CLOSET 1- WT-1 FIBERGLASS SUNSHADE AMERICAN SUN CONTROL / LUTRON / OTORIZED ROLLER SHADE 12 24 13 WHITE; CLEAR ANODIZED FASCIA PVC -COATED FIBERGLASS ROLLER SHADE AT EXTERIOR GLAZING 5% OPENNESS FACTOR EXTERIOR; 1% OPENNESS FACTOR AT INTERIOR CONFERENCE ROOM LOCATION ONLY - SARAH ELLIS, ESTIMATES®AMERICAN-SUN-CONTROL.COM, i MECHO ALTERNATEl: MECHO E2 W/ IQ2 MOTOR & 5301 (5% OPEN) OR 0901 (1% OPEN) FABRIC, 770-476-8600 ALTERNATE 2: LUTRON QS100 & SP12-90-5 (5% OPEN) OR 9906-48-1 0% OPEN) FABRIC MAXWELL KEITH, MKEITH@LUTRON.COM, 610-282-3800 MARK STADE, MARKS@MECHOSHADE.COM, 800-437-6360 X190 WT-2 FIBERGLASS SUNSHADE AMERICAN SUN CONTROL / LUTRON / MANUAL ROLLER SHADE 12 24 13 WHITE; CLEAR ANODIZED FASCIA PVC -COATED FIBERGLASS ROLLER SHADE AT EXTERIOR GLAZING 5% OPENNESS FACTOR EXTERIOR WINDOWS - ALTERNATE 1 MECHO M5 & 5301 (5% OPEN) OR 0901 (1% OPEN) FABRIC, SARAH ELLIS, ESTIMATES@AMERICAN-SUN-CONTROL.COM, MECHO ALTERNATE 2 LUTRON V24 & SP12-90-5 (5% OPEN) OR 9906-48-1 (1% OPEN) FABRIC 770-476-8600 * = MATERIAL PROVIDED BY OWNER VENDO n �C DOOR HARDWARE GROUPS: SET 01 SET 03 SET 05 SET 07 SET 09 - LOCKSET - SIMPLEX 5000 SERIES - MODEL 5067, 26D FINISH - LOCKSET PRIVACY FUNCTION - SCHLAGE L9496P, 06 LEVER, 626 FINISH - EXTERIOR DOOR PULL - ROCKWOOD RM2230 X 48" CTC, US32D FINISH (2) - CENTER PIVOT SET - DORMA CP440 - CUSTOM S412S5SA WITH 4" TOP RAIL AND 2 5/16" BOTTOM RAIL, - FULL MORTISE BUTT HINGES-STANLEY CB1900 41/2"X41/2" (3) - FULL MORTISE BUTT HINGES - STANLEY CB1900 41/2"X41/2"(3) - INTERIOR PUSH BAR - ROCKWOOD BP47, US32D FINISH (2) LCN 4040XP PULL - BERENSON FINGER PULL [#1061-4BPN-P] CLEAR ANODIZED - SURFACE CLOSER- LCN 4040XP PULL SIDE, 689 FINISH - SURFACE CLOSER - LCN 4040XP PULL SIDE, 689 FINISH - OFFSET PIVOTS - IVES 7226, US26D FINISH (2) - WEATHERSTRIP - CRL SW250W17 WHITE - RECESSED TOP TRACK, WHITE POWDER COATED n - DOOR STOP- FLOOR MOUNTED -DOME; ROCKWOOD 440, 626 FINISH - DOOR STOP - FLOOR MOUNTED -DOME; ROCKWOOD 442 (HIGH), 626 FINISH - INTERMEDIATE PIVOTS - IVES 7226, US26D FINISH (4) -FINNED DOOR SWEEP -CRL SATIN ANODIZED FINNED DOOR SWEEP FS77A - 1/2" CLEAR TEMPERED GLASS - SILENCERS - ROCKWOOD 608 GRAY - THRESHOLD -TYPE 3 (STONE) - CONCEALED OVERHEAD CLOSER - LCN 2034 X BUMPER X 95 DEG, TOP PIVOT, - IVES RL36 ROLLER LATCH IN US32D (SATIN STAINLESS) - LLPA120DBS CUSTOM HEIGHT LOCKING LADDER PULL, BRUSHED - (2) 12" KICKPLATE - IVES 8400, US26D FINISH - SILENCERS - ROCKWOOD 608 GRAY 689 FINISH (2) STAINLESS STEEL 9 - (2) DOOR VIEWER- DOORSCOPE METALLIC DS238 SILVER ANODIZED - (2) 12" KICKPLATE - IVES 8400, US26D FINISH - DEADLATCH - ADAMS RITE 4900 WITH 4560 LEVER, 628 FINISH (NOTE - ALL DOOR HARDWARE BY MILLWORK VENDOR) - CUSTOM LINK BRACKETS, BRUSHED STAINLESS STEEL - (2) COAT HOOKS CENTER MOUNTED, INTERIOR SIDE - REFER TO RESTROOM - MANUAL FLUSH BOLT - IVES 261, 26D FINISH, TOP AND BOTTOM OF INACTIVE LEAF (2) - 4" LONG CUSTOM DOOR GUIDE, CLEAR ANODIZED ACCESSORIES SCHEDULE 3' - 7" & 5' - 0" AFF. (CONCEALED WALL PLATE, - THRESHOLD - NATIONAL GUARD 425, AL FINISH 9 INSTALLED AND COORDINATED BY GC) - WEATHER STRIPPING �S SET 02 SET 04 NOTE - SECURITY VENDOR TO PROVIDE MAG LOCKS, PARABIT READER (SEC-1), INERIOR AND SET 08 SET 10 SET 11 N i EXTERIOR KEY SWITCHES, REX MOTION AND PUSH BUTTON. - LOCKSET STOREROOM FUNCTION - SCHLAGE L908OP, 06 LEVER, 626 FINISH - CRL2951 C CEILING MOUNT SLIDING DOOR WITH SOFT BRAKE, CLEAR ANODIZED LOCK CYLINDERS KEYED TO BRANCH TO BE INSTALLED - DR2SSA12S TOP AND BOTTOM RAILS, CLEAR ANODIZED - SLIDING DOOR HARDWARE - 1230 GRANT TRACK - DR2SSA12S TOP AND BOTTOM RAILS, CLEAR ANODIZED GC TO PROVIDE TWO (2) 1 Y" - FULL MORTISE BUTT HINGES - STANLEY CB1900 41/2 X41/2 (3) - 0.375 CLEAR TEMPERED GLASS - 1/2�• - 1/ CLEAR TEMPERED GLASS - 2 OVERHEAD BUMPERS - 01230-000-01 GRANT 2" CLEAR TEMPERED GLASS ON KEY SWITCHES AND A PERMANENT DEDICATED POTS PHONE LINE. � - SURFACE CLOSER - LCN 4040XP PULL SIDE, 689 FINISH (JANITORS CLOSET) - 48LPBS 48 LADDER PULL HANDLE, BRUSHED STAINLESS STEEL - FH6WWSACS HEADER, CLEAR ANODIZED - OVERHEAD CARRIER - 01205-00-01 GRANT - DCH6SACS HEADER, CLEAR ANODIZED - SURFACE CLOSER - LCN 4040XP PUSH SIDE, 689 FINISH (IT RM.) - SR2SSA12CL BOTTOM SIDELITE RAIL CLEAR ANODIZED SET 06 - MFGESK18S ELECTRIC STRIKE HOUSING - FLOOR GUIDE - 10508 HAFELLE - MFGESK1 BS ELECTRIC STRIKE HOUSING SREC2SSA SIDELITE RAIL ENDCAP CLEAR ANODIZED - PA100J4LKBS PANIC WITH 'J' HANDLE ON EXTERIOR - 2 EDGE TRIM - 10627 HAWA - DOOR STOP -FLOOR MOUNTED -DOME; ROCKWOOD 442 (HIGH), 626 FINISH - - DBR160J3LKBS PANIC WITH 'J' HANDLE ON EXTERIOR (JANITOR'S CLOSET) - UCSB4 SETTING BLOCKS - RIM EXIT DEVICE, DETEX V40xEH, 628 FINISH; PROVIDE MORTISE CYLINDER IN - 2010019 90 DEG NO HOLD OPEN OVERHEAD CONCEALED CLOSER - DOOR HANDLES (PAIR) - BF97& BF97L ROCKWOOD - 2010019 90 DEG NO HOLD OPEN OVERHEAD CONCEALED CLOSER E Q - DOOR STOP - FLOOR MOUNTED -DOME; ROCKWOOD 440, 626 FINISH (IT RM.) PUSHBAR; PROVIDE TRANSFORMER FOR POWER - 20219 CLOSER MOUNTING CLIPS - 20219 CLOSER MOUNTING CLIPS * * -SILENCERS - ROCKWOOD 608 GRAY -FULL MORTISE BUTT STAINLESS HINGES, STANLEY C61900R 4 1/2"X4 1/2" (4) - 1NT403 ADJUSTABLE BOTTOM PIVOT - 1NT403 ADJUSTABLE BOTTOM PIVOT PS602S602 RFKL 1 AMP POWER SUPPLY - (2) 12" KICKPLATE -IVES 8400, US26D FINISH - SURFACE CLOSER- LCN 4040XP-3077, 689 FINISH, PUSH SIDE PARALLEL ARM MOUNTED - SDC 413N PUSH BUTTON WITH INTEGRATED ELECTRONIC TIMER - 1- OVERHEAD CLOSER INSERT -DOOR SWEEP, ZERO 539, W1 - PS602RFKL 1 AMP POWER SUPPLY � - 1 NT701 BOTTOM PIVOT INSERT - DOOR STOP, ZERO 475, Y1 - 1 NT704 OVERHEAD CLOSER INSERT - SET 12 SET 13 - THRESHOLD, ZERO 566 SERIES METAL, TYPE 1 - WU2SASL 1" X 2" U-CHANNEL - 1NT701 BOTTOM PIVOT INSERT L - RAIN DRIP, ZERO 11, Z1 X 40" ALUMINUM NOTE -COORDINATE WITH SEC-4 - LOCKSET PASSAGE FUNCTION - SCHLAGE L9010, 06 LEVER, 626 FINISH - DOUBLE CYLINDER DEADLOCK B662P - (2) DOOR VIEWER- DOORSCOPE METALLIC DS238 SILVER ANODIZED NOTE -COORDINATE WITH SEC-3 - FULL MORTISE BUTT HINGES -STANLEY CB1900 41/2"X41/2" (3) - FULL MORTISE BUTT STAINLESS HINGES, STANLEY CB1900 - DOOR SEAL, STEELCRAFT PS074, Q - - SURFACE CLOSER- LCN 4040XP PULL SIDE, 689 FINISH -THRESHOLD, ZERO 566 SERIES METAL, TYPE 1 - 12" KICKPLATE - IVES 8400, US26D FINISH (PUSH SIDE) - DOOR STOP- FLOOR MOUNTED -DOME; ROCKWOOD 440, 626 FINISH - RAIN DRIP, ZERO 11, Z1 X 40" ALUMINUM - LOCK GUARD: IVES - LG1, FINISH 630 - SILENCERS - ROCKWOOD 608 GRAY Q) - (2) 12" KICKPLATE - IVES 8400, US26D FINISH o - (2) DOOR VIEWER- DOORSCOPE METALLIC DS238 SILVER ANODIZED Q o n n 0) U c cro .� n rn � N N I , U A ■ 1 co CN T W n V, 00 d' � cM) p> L101)) M 0 0 a . _ CO �a10i� m A \ a V W E t_ E L ca 2L v7 � (n Q :! ,U U _ cm Cj Jc r0LL O ' \ N_ L Q co 0 O O •c � O � I CU CY] Q- tiJ E U = 0 �v 0 O o Q a o cn E Of 0 m JZD 0 m c li Z � =3W00w C/) N r- N 0 0 N W v z F- (D m V) 2� a o m o a � V W o m C N Co-0 � o U Z Q 0 O N N 12 sheet no. FINISH SCHEDULE AOO.34A SCALE: AS NOTED THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF SUNTRUST BANKS, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. J ■ G F w J 0 w z u z w m c� w m E r� 0 0 Q 0 0 Q0 0 O� 0 / D O Q / 0 u a C - co O 0 Ln O O O C �i 0 0 a_ cn T O N cn 0 rIq 4- O N i EQUIPMENT SCHEDULE TAG QTY DESCRIPTION BREAK ROOM CB-1 1 CORK BOARD LKR-1 4 STACKED LOCKERS, 1 WIDE, 2 HIGH MWV-1 1 MICROWAVE, 1.1 CU FT PT-1 1 PAPER TOWEL DISPENSER - REFRIGERATOR, 21.2 CU FT TOP -FREEZER TR-1 1 TRASHCAN - 23 GALLON WB-1 1 WHITE BOARD WC-1 1 WATER COOLER GENERAL 2 ATM-1 1 R R-L A ATM-3 1 T R E-U EESTANDING W/ SURROUND BIK-1 2 BIKE RACK CA-1 1 CASH ADVANCE TERMINAL CC-1 1 CASH COUNTER MACHINE CHK-1 A3 CHECKMATE, TELLER FE-1 2 4 JIRE EXTINGUISHER FE-2 FIRE EXTINGUISHER CABINET - SEMI -RECESSED FE-3 1 FIRE EXTINGUISHER CABINET - RECESSED LCD-1 4 49" SCREEN LCD-2 1 65" SCREEN LCD-3 1 86" SCREEN VERTICAL MH-1 1 MOP & BROOM HOLDER 2 MON-1 11 MONITOR ND-1 1 AFTER HOURS DEPOSITORY -NIGHT DROP -WALK UP PHN-1 13 TELEPHONE PIN-1 3 PINPAD, TELLER PIN-2 5 PINPAD, OFFICE PRT-1 4 CHECK PRINTER, TELLER PRT-2 3 RECEIPT VALIDATION PRINTER, TELLER PRT-3 1 CHECK PRINTER, BEHIND TELLER PRT-4 1 MICR PRINTER PRT-5 1 MFP PRINTER REG-1 1 REGULATORY BOARD SAF-1 1 SAFE, CASH ROOM SAF-2 1 SAFE, SAFETY DEPOSIT SCN-1 1 BCC SCANNER SHR-1 1 SHRED BIN SP-1 8 SPEAKER, RECESSED SRT-1 1 TELLER SORTER TC-2 1 TELLER CONNECT DRIVE -UP W SURROUND 1 TC-4 1 TELLER CONNECT, REAR -LOAD UCS-1 2 UNDERCOUNTER STEEL, STAND-UP UCS-2 1 UNDERCOUNTER STEEL, SIT-DOWN UPC-1 8 UNDERCOUNTER, POWER SUPPLY VT-1 1 SMALL VAULT (6 STACK) VT-2 1 MEDIUM VAULT (10 STACK) VT-3 1 LARGE VAULT (14 STACK) WRK-1 4 COMPUTER CPU WRK-2 6 VDI FOR OFFICES / WORKROOM IT RCK-1 1 1 ISERVER DATA RACK SECURITY BT-1 3 WIRELESS BILL TRAP TRANSMITTER CAM-1 8 DOME CAMERA CAM-3 SECURITY CAMERA ITM / ATM CAM-4 3 TOWER CAMERA CAM-6 1 DOME CAMERA - LOITERING CAM-7 2 MULLION CAMERA CAM-8 2 DRIVE UP CAMERA HU-1 9 iHOLD UP BUTTON MON-2 2 SECURITY MONITOR SEC-1 1 JENTRY DOOR CARD READER SEC-2 1 ELECTRONIC VAULT ATTENDANT SYSTEM SEC-3 1 BIOMETRIC FACE -FINGER -PIN READER SEC-4 1 DOOR ACCESS KEYPAD SEC-5 3 SECURITY KEYPAD MANUFACTURER I MODEL I DIMENSIONS (WxDxH) I REMARKS ULINE H-3948 4' x 8' CORE BY DIGILOCK FINISH: EUROPEAN WHITE ELM 15" x 20" x 75.95" NEXTLOCK 4TH GEN. APS KEYPAD ELEC. LOCK GE PROFILE PEM31 DF COLOR: WHITE BOBRICK B-262 GE GTE21GTH 32.75" W COLOR: WHITE RUBBERMAID SLIM JIM 3540 BLACK FG354000 BLA WITH FG267360 BLA SWING LID 2O.5" x 11.4" x 35" QUARTET PRESTIGE 2 TOTAL ERASE MAGNETIC WHITEBOARD 4' X 6' COLOR: SILVER ALUMINUM FRAME MTN PRODUCTS A NLAW) 2 NCR APTR 34 NCR 2 6638 ELFSERV 38) NOTE: NCR 6638 MODEL DERO 0 NTOWN RACK STAINLESS SATIN FIRST DATA FD130 4" x 8" x 3.5" JETSCAN 4062 WITH PRINTER 10" x 12" x 10" / 6.25" x 8.5" x 6" PRINTER CHECKMATE 3" x 7" x 3" REFER TO OWNER SPECIFICATIONS KIDDE PR0340 CLASS A-B-C OR EQ. ALL EXTINGUISHERS SHALL BE CONFIRMED BY FIRE MARSHAL JL INDUSTRIES STEEL AMBASSADOR 101710 - 3" ROLLED TRIM STANDARD WHITE POWDERCOATED FINISH JL INDUSTRIES STEEL AMBASSADOR 1015F10 - FLAT TRIM STANDARD WHITE POWDERCOATED FINISH SAMSUNG 49UX340C MOUNT: PEERLESS SF640 SAMSUNG 2 M 5 MOUNT: PREMIER MOUNTS LMVS LG G 6U C-B MOUNT: PR MIER MOUNTS LMVP BOBRICK B-223 X 24 24" x 5" TYPE 304 STAINLESS STEEL, SATIN FINISH, ALIGN WITH MOP SINK - 1 x x HP 17" FLAT PANEL MONITOR 1702 16" x 8" x 15" TELLER, CASHROOM, WORK ROOM, OFFICES DIEBOLD 30903 TL-30 R.O. 25 3/8" W x 31 1/4" AFF x 25 3/8" H AVAYA 9608 6"x 8.5" x 9" WITHOUT STAND / WALL MOUNT WxDxH: 6"x 3.5" x 9" MAGTEK CSP 175 IBM PIN PAD 4778 07H5065 7" x 3" x 1.5" REFER TO OWNER SPECIFICATIONS MAGTEK INTELLIPIN PINPAD 7" x 4" x 3.5" REFER TO OWNER SPECIFICATIONS EPSON TM-U295 7.1 " x 7.5" x 4.0" ADDMASTER IJ7100 + PS10 7.0" x 6.2" x 3.6" SUPPLIER PART: STB-MA-VP LEXMARK 2590 19" x 11" x 8" CLEARANCE WxDxH: 22" x 14" x 10" SOURCE TECHNOLOGIES ST9730 17" x 27" x 25" 3 PAPER DRAWERS, CLEARANCE WxDxH: 21" x 36" x 30" TOSHIBA E-STUDIO 255SE 23" x 25" x 45" CLEARANCE WxDxH: 38" x 36" x 62" DIEBOLD TL-30 275-75 UNENCASED SAFE DIEBOLD TL-30 275-95 UNENCASED SAFE; COORDINATE DOOR STOP LOCATION WITH EQUIPMENT VENDOR PANINI VISION X 7" x 15" x 5.5" 65 GALLON CAPACITY 26" x 30" x 43" POSH SPEAKER SYSTEMS 5.0 CEILING SPEAKER 9.75" DIA x 8.125" H III 9 POCKET 13" X 8" X 12 1/4" NCR 6638 APTRA 38 NCR 34 DIEBOLD SU-4-LL/RL DIEBOLD SD-3-LL/RL APC SURGE ARREST DIEBOLD DIEBOLD DIEBOLD HP HP7900, HP8000, HP8200, HP8300 DELL WYSE WYSE VDI DEVICE APC Al INOVONICS EN1249 VERINT 432 F -DN BY EQUIP. MANUFACTURER BY EQUIPMENT MANUFACTURER IRIS DVS 1TC BOSCH FLEXIDOME IP DYNAMIC 7000 VR WELDEX WDP-84ML2M VERINT V4320FDW-DN INOVONICS EN1235SF PARABIT ACS-1E, PART# 200-10092 DIEBOLD EVA2 DIEBOLD EVA2 BOSCH B915 BASIC KEYPAD BOSCH B930 ATM STYLE ALPHANUMERIC KEYPAD (SD1 16.53" x 35.03" x 42.16" 18 11/16" x 18 11/16" x 34 1/4" 18 11/16" x 18 11/16" x 24 1/2" 10.5" x 4.5" x 2" 18/2 PLENUM RATED SPEAKER WIRE, MOUNT VOLUME CONTROL IN IT ROOM IN CASH ROOM CONFIRMM WI�M;rf�SPACIN�TO,�E BASED ON 1.FATRA 38 CONFIRM WITH PM PER PROJECT 0 RM WITH R 1 NO BASE NO BASE 6' CORD 4" x 13.5" x 15" INCLUDE KEYBOARD AND MOUSE, TELLER, CASHROOM 1.9" x 8.9" x 7.9" INCLUDE KEYBOARD AND MOUSE INCLUDE VDI DEVICE, VMWARE, UPS WITH DM, ROUTE 2 3/4" x 2 1 /8" x VARIES 19" SCREEN 11.25" x 9.75" x 8.375" 4.7" x 5.5" x 1 " HEIGHTS PER SECURITY VENDOR MOUNT AT 60" AFF COMBO, SWITCH, BU ROUTER, AND CABLES MOUNT AT 42" AFF POWER SUPPLY WITHIN CABINET, KEYBOARD AND MOUSE ON PULL-OUT SHELF AT CONFERENCE ROOM PLEASE NOTE: SUNTRUST EMPLOYEES & VENDORS TO VERIFY QUANTITY AND TYPE OF EQUIPMENT REQUIRED FOR THIS SPECIFIC PROJECT. THIS IS A REFERENCE EQUIPMENT LIST FROM THE PROTOTYPE. 0) U � M n CO M N Oi 'IT T 1 4 O rnmo 00 d' W n v / Vi 1 Cl) Q' L � coo M(10 (] L 0 0 U C ■ U- of ) cp m ws U ^ E �I a� 06 K L °' o a� 1 . -4t ��� � i U"z� ac�a_j o U � � T L T yam. 0 O O • Q' � O N I CD A m C— W 0 E U = 0 0 \1 O o Q Qp O E 0 m vi C-D ry /y I.L C-00 ry _ C� IV r— N a 0 Q U h a> a> 0 Z o w �im �mo� o�cl:� w �F L Zo U 41 W N -00 U Z m CN LLj a r- N IN O3 0 O N O 04 N 1 1 2 13 14 5 6 7 8 9 10 11 ' 12 ' sheet no. THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF SUNTRUST BANKS, INC. NO REPRODUCTION REVISIONS OR EQUIPMENT SCHEDULE REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. SCALE: AS NOTED AOO.34B I G F O / D u Q / 0 u C - 0 LO 0 O o C 0 0 cn Q Q) N cn 0 0 0 / g l� / c) a_ Ln A C) 0 cv PARTITION SCHEDULE ALL PARTITIONS U.N.O.: 092 T �O BRACE TO STRUCTURE ABOVE 092 F A GYP. BD. TO 6" ABOVE CEILING U.N.O. 098 B 1'-4" 092 092 T Al GYP. BD. TO STRUCTURE ABOVE F U.N.O. 1'-4" A3 2 1/2" STUDS 092 T 098 B B> BRACE TO STRUCTURE ABOVE 092 F GYP. BD. TO 6" ABOVE CEILING 066 C 1,_4» U.N.O. LOBBY SIDE 092 T BRACE TO STRUCTURE ABOVE 092 F B1 > GYP. BD. & B.R. PANELS TO 6" ABOVE CEILING ZL N.O. � B2 BRACE TO STRUCTURE ABOVE VEt GYP. BD. TO ROOF DECK 092 F GYP. BD. ONE SIDE ONLY TO 6" ABOVE CEILING U.N.O. WHERE INDICATED D2 AS ABOVE - 6" STUDS PARTITION BRACING: 3 5/8" ® 48" O.C. TO STRUCTURE ABOVE PER Or ASTM C754-04 WHERE APPLICABLE - COORDINATE w/ HVAC NOTES: 1 COORDINATE SCHEDULED FINISHES FOR REQUIRED CLEARANCES 2 PROVIDE CEMENTITIOUS BACKER BOARD ® CERAMIC WALL TILE 3 PROVIDE MOLD -&-MOISTURE RESISTANT BOARD @ WET AREAS 4 PROVIDE STUD REINFORCEMENTS AT WALL -HUNG PLUMBING FIXTURES, CABINETS & ACCESSORIES PER FBC 5 STUDS GAUGE COMPLY WITH ASTM C754-04 1, 6 THE STUD SPACING SHALL BE 12 O.C. AT THE PERCH WALLS AND CEILING. 7 UL U419 TO BE USED IN PARTITIONS OFFICES, WITH MIN 3" THICK MINERAL WOOL INSULATION. PARTITION @ DECK WHERE INDICATED: PARTITION ® FLOOR: 079 M CONT. BOTH SIDES 079 CONT. 'BOTH .SIDES KEYNOTES 066 C BALLISTIC -RESISTANT PANELS 079 M ACOUSTICAL SEALANT 092 D METAL FURRING 7/8" U.N.O. 092 F NON-STRUCTURAL METAL STUD FRAMING 092 T GYPSUM BOARD 5/8" U.N.O. 098 B ACOUSTICAL BLANKET INSULATION 0) V c r� rn .� Q O N N O i � � O oo , A `■ CIO N T ': W w / Vi A ' M = � v� co ^L1 M-o M W 0 O c @ u- L c p U C CO■ C V c0 m W �a�, (D _ C � L 06 ll^) •LL� V J r T ■� T L L T � Q - 't 0 u- O / \ N �y LL. L Q � Q � Q J � :D u- 0 m cl J J J 0) _ o a_ �Ld N O O C.� E 0 E E O U 0 U 0 cn z cn Ui > C o of m W c p Of o u- p z m c cn -0 V) N o U Z f CN 0 � -a N I.� O 1 2 3 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF SUNTRUST BANKS, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. 4 5 6 7 8 9 10 12 PARTITION TYPES & DETAILS SCALE: AS NOTED sheet no. AOO.40 a G F In W Q W W f— u/ O E Ln I 0 O Q 0 O / 0 O 0 D U O L U Q / u C O - 0) O 0 Ln O O oC O O tZ Q N O O a. / B N O N / E Q Ln A U 03 O N N O Q AS SHOWN ON PLAN 4 — °-------a-----a CO a d e da 8 - - - - - ---�- ° a a o d o a — — — — — — — — — — — — — a Alr�ln' w SCALE: 1 " = O" a w a REF: 05/00.50 1 2 3 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF SUNTRUST BANKS, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. 12" MIN A5 TYPICAL BOLLARD AT CURB SCALE: 3/4"=1'-0" REF: 04/A00.50 4 5 AS SHOWN ON PLAN DETECTABLE WARNINGS 1:12 MAX CD z 0 J U 0 w w A7 TYPICAL BOLLARD AT ENTRY SCALE: 3/4"=1'-0" REF: 03/A00.50 6 7 8 3kPSI 10"#6 A9 BOLLARD DS RGNANG o / 9 10 KEYNOTES 031 B ISOLATION JOINT 032 D WELDED WIRE FABRIC 033 A CAST —IN —PLACE CONCRETE 051 _lEl STRUCTURAL STEEL PIPE 058 A STEEL —PIPE GROUT —FILLED BOLLARD 058 B STEEL CHANNEL SIGN POST 101 P MONUMENT SIGN 101 ­Tl TRAFFIC SIGNAGE 3 0 A FINISH GRADE MOON ASPHALT PAVEMENT 321 B CONCRETE PAVEMENT 321 CURB 371 L GUTTER F3_2 1—PI CONCRETE SLAB ISLAND 321 R DETECTABLE WARNING STRIPS F3_2 —1-31 PARKING STRIPING 658 A HDPE BOLLARD SLEEVE 810 A ALIGN GENERAL NOTES A REFER TO CIVIL AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. B BOLLARDS AT ENTRY TO BE 1/4" ON 6" IDEALSHIELD SKYLINE DECORATIVE BOLLARD COVER IN GREY, 36" HIGH. C BOLLARDS AT DRIVE THRU TO BE TO BE IDEALSHIELD 1/4" ON 4" BOLLARD COVER IN BK BLUE; 60" HIGH AT EQUIPMENT AND 36" HIGH AT COLUMNS. D BOLLARDS AT SIGN POSTS TO BE IDEALSHIELD 1/4" ON 6" BOLLARD COVER IN GREY, 36" HIGH. E BOLLARDS AT DUMPSTER ENCLOSURE TO BE IDEALSHIELD 1/4" ON 4" BOLLARD COVER IN GREY, 30" HIGH. F MECHANICAL EQUIPMENT SCREENING LOCATION TO BE DETERMINED PER SITE CONDITIONS. VERIFY MATERIAL & FINISHES WITH LOCAL REQUIREMENTS. G SIGNAGE PERMIT UNDER SEPARATE CONTRACT. 0) U c cto c'M co � N N 0)4 r 1 � — O rnIo 1 , CO 04 T 00 co co ' co cm L cm wo M ^, W p M 0 O .L LO \_ / C m L LL W LO �+ O U p Q 06 H � Q A♦ V -co L a— � ^1 +-+ c'q s '� O OJ M0 W C— W E U = lL 0 ¢ p cn E o� ¢ �o 0 W J J O I..L_ U -1--� = m c/S rn r W coo w C� N r- N 0 a .v U v v Cn Z Q C N V) ai = LJ.J w w o F p a m LU O M 0 � C) p I Z U w w j LJ.J CJ Z d m CC 0 �_ 0 r- 0 O r- O N N SITE DETAILS II G rn F Q W 0 W 0 J - 0 z w J Q 0 z Q z u w E Ln I 0 O Q I 0 0 cn El 0 � D v U U Q 0 7) 0 Ln 0 0 o C 0 0 cn L a Q N m D 0 0 0 B 0 N EL E Q d- I A co 0 N _0 Q F3IVI I Ir11 V I \ ir1 L SCALE: 1/2" = 1'-O" (D D4 IL/\ 1 LI\IVI\ Ll SCALE: 1/4" = 1'70" A4IVI LV 11111 Y 1vnL SCALE: 1/2" = 1'-O" :ix�[sYa CV CV F� IVILVI 1111111jl1L L11kiLVJUI\L r L %1V `` SCALE: 1/2" = 1'-O" REF:01 054 A 061 0 C 651 A 077 A 2x 092 M 061 061 651 A 079 F —MEN 06t 092 M —ter 060 C 89 C 60 C 074 651 A �.— - - — 061 60 C 074 M 054 A — 1 4061 01 0 4 M 9 6 X 079 061 I. E8 074 M 0 9 C (E6 LVUVL� Vr%IV1U SCALE: 1 1/2" = 1'-O" r- LOUVER HEAD REF: 07 E8 PARAPET -COPING : 05 / /2. E8 OIL8'-2- ',,V \ / _° FIN. FLR. DOOR HEAD LOUVER SILL Q WALL ���O-ALLIONWIONVERIFY ALL OPENINGS REF: 06 D9 SCALE: 1/4" = 1'-0" D10 SCALE: 1/4" = 1'-0" 1 ' 2 ' 3 ' 4 S THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF SUNTRUST BANKS, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. u REF:01 6 A8IVI I U11 Y I V/'1L SCALE: 1/2" = 1'-O" 7 8 REF:01 9 110 KEYNOTES 033 A CAST -IN -PLACE CONCRETE 0 4 A STRUCTURAL METAL STUD FRAMING 060 C PRERVATIVE-TREATED DIMENSIONAL LUMBER FO —61DQ2 PLYWOOD SHEATHING ROPER PORCELAIN WALL PANEL SYSTEM FO-7 6­El SHEET METAL FLASHING 077 A MANUFACTURED COPING SYSTEM 079 F SEALANT & BACKER ROD FO-7 J SEALANT 081 B HOLLOW METAL FRAME 0 9 C FIXED ALUMINUM LOUVER FO-9 I M PORTLAND CEMENT STUCCO 320 A FINISH GRADE 651 A STRUCTURAL STEEL FRAMING F6-5-1--Q STRUCTURAL STEEL COLUMN 681 7A SCHEDULED DOOR 976 X SHEET METAL DRIP FLASHING SET IN MASTIC WREN ALUMINUM SUBSILL, DAMMED ENDS, SET IN SEALANT mi 0) V co co 00 CO N "00')(V N 1? 4 O � M O U Q � w` MN� CA M p> L co N � /I \ \1j co C M O o " .o `p U. C (� "a o C" m w♦ E 6 U W � 4) a� ca < a � @ m Z a w ` V a t0 u W U - co ■� 1- Y 0 T � 0 0 LL O ' \ N m � i Q C O O I m v CL w E U = LL- C 0 �C C)o Q p cn ¢ E 0 mQ J LL- O N ry C r)00 2 C� N r— N 0 a U 0 N v v w a. o m o 0 0 � o 3 z LLJ m V o � m v a O N O sheet MECHANICAL ENCLOSURE DETAILS AOO.54 SCALE: AS NOTED GENERAL NOTES 633 A EDGE OF CONCRETE SLAB 1. REFER TO STRUCTURAL DRAWINGS FOR SLAB AND FOUNDATION DETAILS H G F 3 T) Z Q J n m Q o E I O Q O rr� O Q0 0 0 0 D U J U L Q / 0 u cn 0 Ln O O o C O O Q N m L I— O O O O N E Q r� I A O N 7) _0 n _ 0.1 2.3 - 2.s Q��SCALE. 1 /4� = 1'-0" 2 3 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF SUNTRUST BANKS, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. 4 REF: 01 5 ' 6 ' 7 ' 8 ' 9 ' 10 ' 11 ' ' 3r- S X B PLAN Q®��.,.• 0 ...•,��mm o �:s '•:ti�� of m oo: y V c C coM � n QO M N co r 'A? 4 O P m �rnOco A ■ N T 'IT W n 00 M 0) COO •p N M O � m O p U C t0 C ■ � � f0 m � \ E U m��, W N ' O � Q co a) i cn O to F- Q5 ac�a•� U _ m 04 O CV L a CO a, V ro 0 v I -v • cfl � 0 v 4-0 E U U w�' 1 M cn E Q cry 0 E 0 m W w � o +� W _z > L L- w w o cf) cn Y Y 0 n. c.) N N 0 N Z � Z O N V) W w � Z � W O Li W C) cl- O O W O d Z M C W CD W (n 0 Q of n � ^ n m Cl- O CV O N 1 _ • L`� I S � I I J NOTE: BOLLARDS 60" AT EQUIPMENT; 7 36" AT COLUMNS I i 111 Y u [ 996 W o996 Z .•I= O E1 AN & TELLER CONNECT - CONDUIT STUB U 0 o SCALE. /2 - �' 3 m PARAPET D 1 SCALE: 1 1/2" = 1'-0" o Ln O 0 0 0 r7 O O Q Q) N UJ't H 6" @ 16"0.C. I I 54 A mDRIVEpla'=� • 1 1'771L ■:B.O. . _aunm °' 0�� � 061 S 054 A "4'@ 74 M�: 0 61 DRIVE -THROUGH /8" DRIVE -THROUGH B1 FASCIA B2 COLUMN @ SOFFIT SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" n 3 054 A it , 061 0 A � 651 C O N TD Al COLUMN ENCLOSURE rL FLOOR PLAT` C('AI C. 1 /A" - 1, ", A A.2 A.3 � I I KEYNOTES 051 C STRUCTURAL STEEL ANGLE 053 B STEEL ROOF DECKING 054 A STRUCTURAL METAL STUD FRAMING 058 A STEEL PIPE CONCRETE -FILLED BOLLARD 060 C PRESERVATIVE -TREATED DIMENSIONAL LUMBER 061 D DIMENSIONAL LUMBER 061 P WOOD BOARD SHEATHING 061 PLYWOOD SHEATHING 064 B PLASTIC -LAMINATE -CLAD ARCHITECTURAL CABINET 066 -CI BALLISTIC -RESISTANT PANELS 075 J THERMOPLASTIC POLYOLEFIN MEMBRANE ROOFING 079 F SEALANT & BACKER ROD 083 N VAULT DOOR & DAY GATE 092 D METAL FURRING 092 F NON-STRUCTURAL METAL STUD FRAMING 092 ­Ml PORTLAND CEMENT STUCCO 092 T GYPSUM BOARD 5/8" U.N.O. 094 A REVEAL 98 B CUTCB K IS TIN 101 ­Hl PERFORATED METAL PANEL SYSTEM IN DISPLAY AREA; REFER TO WEBSITE FOR PANEL CONFIGURATIONS 101 N PANEL SIGNAGE 3 104E FIRE EXTINGUISHER CABINET 104 F FIRE EXTINGUISHER & BRACKET 105 C LOCKER 105 ­01 UTILITY SHELVING 106 B SANITARY NAPKIN DISPOSAL 4 106 C BABY CHANGING STATION; SURFACE MOUNTED 106 G FRAMED MIRROR 106 J GRAB BAR 106 K SOAP DISPENSER 106 L TOILET TISSUE DISPENSER Fl _06­Ml PAPER TOWEL DISPENSER 106 P PAPER TOWEL DISPENSER - WASTE RECEPTACLE 3 106 ROBE HOOK / 3 � 106 R MOP & BROOM HANGER - (MH-1) SEE EQUIPMENT SCHEDULE 111 P CASH SAFE - N.LC. 111 AUTOMATIC TELLER MACHINE - N.I.C. 111 R NIGHT DEPOSITORY - N.I.C. 111 S TELLER EQUIPMENT - N.I.C. 111 ­Yl TELLER CONNECT MACHINE - N.I.C. 113 REFRIGERATOR 123E PLASTIC -LAMINATE -CLAD COUNTERTOP 123 J SOLID -SURFACING COUNTERTOP 132 L PREFABRICATED CONCRETE PANEL VAULT 224 A WATER CLOSET 224 D LAVATORY 224 J UTILITY SINK 224 K KITCHEN SINK F2-2--4---Ql ELECTRIC WATER COOLER 271 COMMUNICATIONS CABINET 274 AlFLAT-PANEL TELEVISION 281 D CARD -KEY ACCESS CONTROL HARDWARE - O.F.C.I, 282 B VIDEO SURVEILLANCE MONITOR 284 A PARABIT READER - CARD READER ACCESS - O.F.C.I. 321 B CONCRETE PAVEMENT 321 K CONCRETE CURB 321 P CONCRETE SLAB ISLAND 501 B PRINTER - N.I.C. 5 22 Jl SHREDDER BIN - N.I.C. 600 A WALL BY VENDOR 3 611 B WATER TABLE BELOW 621 C FASCIA ABOVE 651 A STRUCTURAL METAL FRAMING 651 C STRUCTURAL COLUMN F6 _61 Al CHECK WRITING COUNTER 658 A BOLLARD COVER 810 A ALIGN 966 B GROMMET WIRING HOLE 3 > 996 W TELLER CONNECT SURROUND TO BE WIRED SEPARATELY 996 X ATM SURROUND TO BE WIRED SEPARATELY 996 Y CABLE ENTRY AREA; VERIFY WITH MANUFACTURER' SITE PREP DOCUMENT 996 Z MINIMUM CONDUIT ROUGH IN HOLE AT ATM; VERIFY WITH MANUFACTURER'S SIT PREP DOCUME T GENERAL NOTES 1. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS - NOTIFY ARCHITECT OF ANY DISCREPANCIES AS SOON AS THEY ARE IDENTIFIED. 2. DIMENSIONS ARE TO FACE OF NEW PARTITION STUDS UNLESS OTHERWISE NOTED. MAINTAIN DIMENSIONS MARKED "CLEAR". ALLOW FOR THICKNESS OF FINISHES. 3. PREPARE ALL SURFACES TO RECEIVE FINISHES PER MANUFACTURERS' RECOMMENDATIONS. 4. PROVIDE WOOD BLOCKING AS REQUIRED FOR ALL CASEWORK, EQUIPMENT, SIGNAGE, INCLUDING ITEMS PROVIDED BY OTHERS. COORDINATE INSTALLATION OF ALL O.F.C.I. S 3 5. SEAL ALL PENETRATIONS IN WALLS BETWEEN OFFICES. 6. ARCHITECT TO COORDINATE WITH STRUCTURAL AND DIEBOLD TO ENSURE ANY STRUCTURAL STEEL IN PROXIMITY TO VAULT DOES NOT CONFLICT WITH VAULT BED PLATE. 7. RUN CONDUIT TO PHONE FROM SIDE OF VAULT DOOR FRAME FOR MINIMUM VISIBILITY. DESIGNATES ONE -HOUR -RATED PARTITION ASSEMBLY DESIGNATES SOUND -ATTENUATING BLANKET INSULATION !m W M F-A Iqlr a C14 i L N 0) V C � �, M CO M N N (� T CD r- 0 O � °) U 00 Q , MN¢ U) W A M O L SC:03 ( W co '= CO o Q FL L �I L 5 U C �� co L 0 C m ^` W � Q� U N c,3 LE ' � L �oQ ca L ��� U Q @ U 4-1 T Y L Jc t 0 L.L O Q O O O m � U = 0 1 O a Q < o O w p o O LL_ —J � >_ Q = :3 LJ.J o a- C� N r- N 0 0 .Q U ul a 0 a z 0 Z N o N w w Cr) _ z g Z w > Q 0 0 m w o OftY U o : i a z W C7 W m U co m ::D (n a to N o Q U Z d. m � Of 0 � 0 -5 � a M O cV N CD CV 1 1 2 3 4 T 5 1 6 1 T I 8 I 9 1 10 1 12 1 sheet no. THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF SUNTRUST BANKS, INC. NO REPRODUCTION; REVISIONS OR CONSTRUCTION PLAN REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. SCALE: AS NOTED A02.01 054 A] 062 A 072 B KEYNOTES 072 061 D 033 A CAST -IN -PLACE CONCRETE 092 T FO 5_3­81 STEEL ROOF DECKING " 061 221 H 054 A STRUCTURAL METAL STUD FRAMING 074 M 061 060 C1 PRERVATIVE-TREATED DIMENSIONAL LUMBER 061 D 061 D DIMENSIONAL LUMBER H 060 C FO-6-1-PI WOOD BOARD ROOF SHEATHING 079 F 061 PLYWOOD SHEATHING 976 X 079 F 084 A 072 A BOARD INSULATION 079 F 081 B 681 A o72 B BATT INSULATION F0_72__`C1 SPRAY FOAM INSULATION DOOR HEAD _ R HEAD 072 H ROOF INSULATION SYSTEM H5 SCALE: 1 1/2" = 1'-O" REF:039�TT1 1/2" 072 FLUID -APPLIED MEMBRANE AIR BARRIER 074 L ALUMINUM COMPOSITE CLADDING SYSTEM 077 A 060 2z 651 A A „ 061 072 074 M PORCELAIN WALL PANEL SYSTEM 651 A 6 MIN. 074 M 074 M 075 J THERMOPLASTIC POLYOLEFIN MEMBRANE ROOFING 072 975 B 0�F, 061 076 E SHEET METAL FLASHING 061 075 M / 072 A 077 A MANUFACTURED COPING SYSTEM 1 4" - 061 077 C MANUFACTURED DRIP EDGE WITH CONTINUOUS CLEAT 074 M 651 A 072 A 054 A 079 F SEALANT & BACKER ROD ME G 061 064 A 5/8„ 4"C�16"O.C.> 060 C 084 -AlALUMINUM-FRAMED AL A STOREFRONT 081 B 054 A 072 A 651 A 72 g 074 M 089 C FIXED ALUMINUM LOUVER 072 H o 061 075 J 972 B 054 A 079 F 092 T 092 7 NON-STRUCTURAL METAL STUD FRAMING 054 A 972 C 6"@16"O.C. SECTION A 092 T GYPSUM BOARD 5/8" U.N.O. 094 A REVEAL PARAPET COPING ROOF @ PARAPET DOOR JAMB 107 A EXTERIOR SUN CONTROL DEVICE Y G1 SCALE: 1 1/2" = 1'-0" REF: 01 G3 SCALE: 1 1/2" = 1'-0" REF: 04 G5 SCALE: 1 1/2" = 1'-0" REF:04 123 F SOLID SURFACING WINDOW STOOL 61 0 0 C 075 J 221 K 221 C SANITARY VENT PIPING 0093 A 221 H RAINWATER LEADER 061 A 651 2A 975 L 075 J 681 A 681 A 087 D 221 K ROOF DRAIN 973 A xx087 W 087 W 124 0 320 A FINISH GRADE I 074 M 087 D 221 T 094 Z 610 B WALL BELOW PEMKO R1F 651 A STRUCTURAL STEEL FRAMING V 079 F 093 A CD 074 M 651—Al A 2% — 2%- °° 651 C STRUCTURAL STEEL COLUMN-LQ 061 a° a m s a 035 F 681 A SCHEDULED DOOR E 72 A 61 979 M a a 921 A EXTEND ROOF MEMBRANE, FLASHING PLIES & FLASHING UNDER DRAIN CLAMP Q (0 o 061 075 J — 072 C s 929 Z PIPE OR CONDUIT rn C) 00 FILL VOIDS 031 B 033 A a 972 B � INFILL INSULATION TO 8" HIGH n' ri 923 A 072 H 033 A 972 C INFILL INSULATION TO FILL VOIDS W O0 M PARAPET COPING@�R(OrOF DRAIN PENETRATION FLASHING THRESHOLD FLOOR MAT 973 A CRICKET TAPERED INSULATION TO DRAIN m o � w 975 B BONDING ADHESIVE M�F1 SCALE: 1 1/2" = 1'-O" 1 1/2" = 1'-0" OVERFLOW DRAIN SIM. F4 SCALE: 1 1/2" = 1'-0" F5 SCALE: 1 1/2" = 1'-0" REF:05 F6 SCALE: 1 1/2" = 1'-0"REF:A/12.03 975 L ROOFING EDGE SEALANT &FASTENER @ EL 651 A 21 C 072 A 054 A 975 TERMINATION TAPE & SEALANT o m 061 975 P THERMOPLASTIC POLYOLEFIN PIPE/TUBE BOOT "- A 6 MIN, 975 N 061 4 @16 O.C. (Q m 0Xx 072 975 Z MANUFACTURERS COVER STRIP n' 0--a 072 975 B z 975 P 054 D1 W E Q 061 075 J g75 L 061 072 B A 976 X SHEET METAL DRIP FLASHING SET IN MASTIC 1 4" 061 061 D 651 A 984 A ALUMINUM SUBSILL, DAMMED ENDS, SET IN SEALANT o 072 A _ 075 J 074 M 092 T �' 0 06196"O.C. 984 S STOREFRONT SHIM 06 0 061 6 (�060 C L a�-+ N E 5/8 651 061 D 0 074 M 072 H 976 X 079 F W v No 972 B 079 F SLOPE DOWN ,�,,r f Q 972 C SECTION A 084 A 984 S 075 J 1/4" PER FOOT '— v o LL TYP. Jc co 0077 A O i 0 ROOF @ PARAPET VENT FLASHING STO�EFRONT HEADCD E 1 SCALE: 1 1 /2" = 1'-0" E3 SCALE: 1 , /2" = 1'-0" E4 SCALE: 1 /2" _ ,'-0" Q 072 A 072 A o54 A xx ° 061 092 T 061 07 B 084 A 079 J 072 054 A 072 984 A 123 F 074 M 072 B 061I AM 061 D ❑ ❑ 61 D 0 076E 3:74 M 092 T 074 M 054 A a 076 E 810 T 060 C 651 A 072 072 B 973 A D 079 F 061 D 061 092 T 092 M 976 X 079 F 1072 A 221 K 061 79 F 122 G 054 A p O HIM ro STUCCO —PANELLING 084 A 984 S 4 ®16 O.C. D1 TRANSITION D2 STOREFRONT HEAD D4 STOREFRONT SILL D9 DRIVE —THROUGH ROOF PLANrill SCALE: 1 1/2" = 1'-0" REF. 06 SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1/8" 061AA CID 07 A 3 061 Q W E 0 09 M 107 A Q 075 J 975 Z 084 AlF-- L� 00 061 P 975 L O o E o 975 L 53 B 077 C 984 A CJ 0 0 o C g76 X 060 C 975 L 079 F m J� U o a ° 054 A 075 J J m � a 6>, 074 L = J J EXTERIOR 054 A 077 C 061 D 973 A _ CD 0-1 4 WALL BASE 054 A 054 A 651 A � LJ.J� C) ci- 1 SCALE: 1 1/2" = 1'-0" 074 L A3 51 A (��� 061 D 221 K cn N °�° N N 651 A E1 061 079 F 092 T 061 0 221 H 0 2 A XX x 74 L 061xx 054 A 061 D U>0< 072 B a 072 T.O. LOWER STOREFRONT F1 074 M 084 A 060 C 075 J of 84 S 061 61 921 A 079 F `� 074 L 074 L 221 K 084 A 072 A SLOPE DOWN B N 061 1/4" PER FOOT 076E 79 F B4 CANOPY FASCIA B5 CANOPY @ WALL TYP. 3 0 C-D071 K a ° a a a 054 A 074 M 074 M SCALE. 1 1 /2 - 1 -0 SCALE: 1 1 /2" = 1'-0" O 6 07 221 K GENERAL NOTES EXTERIOR 054 A 1. SUPPLY OF CEREMITEX SYSTEM DOES NOT INCLUDE SUB -FRAMING (GIRTS, FURRING, WALL BASE STOREFRONT JAMB STUDS). WEATHER PROOF MEMBRANES, INSULATION, CAULKING, FLASHINGS, OR COPING CAPS, OR SHEATHING. 0 1 SCALE: 1 1/2" = 1'-0" REF: 05 SCALE: 1 1/2" = 1'-0" 221 H 079 F 079 Fi 2. EXTERIOR SHEATHING SHALL BE 5/8" PLYWOOD MIN. IN FLORIDA PROJECTS TO MEET FL 061 061 A 092 T 084 A 079 J 651 C al B5 PRODUCT APPROVAL REQUIREMENTS. Z D_084 A 084 A C) 061 054 A 984 A 123 F Z 072 072 B 061 D I 651 C 107 A CD 074 076 651 A 984 S 984 S 061 D � 074 M 072 B 054 A 079 079 F 072 A W z w � o A N 079 N MLI­061 092 T 072 B 074 M 068 B 061 221 K m w o 0 076 E 072 A 061 075 J o o o 1 071717 K a a a a a 061 072 A 074 M Z cm 0 EXTERIOR 072 N `� w �m �o 02.o �(nNOQ� WALL BASE STOREFRONT SILL ENTRANCE JAMB ENTRANCE JAMB ROOF PLAN r " N U Z m o Al SCALE: 1 1/2" = 1'-0" REF: 03 A2 SCALE: 1 1/2" = 1'-0" A3 SCALE: 1 1/2" = 1'-0" A4 SCALE: 1 1/2" = 1'-0" A7 SCALE: 1/8" = 1'-0" o ^ N L Q O N N O 1 N 1 2 3 4 5 6 7 8 9 10 11 12 sheet no. THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF SUNTRUST BANKS, INC. NO REPRODUCTION, REVISIONS OR ROOF PLAN DETAILS REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. SCALE: AS NOTED A02.02 . r 123 J KEYNOTES (cont.1 KEYNOTES 083 C 987 q 031 B SLAB ISOLATION JOINT 083 C - 992 E DIAGONAL STUD BRACE TO STRUCTURE FO-3-37A CAST -IN -PLACE CONCRETE ❑996 D 1" 0 X 2" DEEP HOLE FOR DUSTPROOF STRIKES INSTALLED IN SLAB (BOLT EXTENDED) 039 C DRY POLISHED CONCRETE 996 Z DECORATIVE "SUNBURST" CEILING ELEMENT BY OWNER VENDOR; REFER TO DETAIL; G,C. CO- DRY POLISHED CONCRETE -MODEL: CLASS A AGGREGATE EXPOSURE, FINISH: LEVEL 2 092 D 084 C TO PROVIDE BLOCK. COORDINATE LOCATION WITH THE CENTER OF THE CARPET CIRCLE SATIN / HONED FINISH - I.T. / ELECTRICAL / MECHANICAL ROOMS - PROVIDE FINISH 092 F BELOW. SAMPLES FOR CLIENT REVIEW & SELECTION 09 ST 05 ACCESSORIES TO BE PROVIDED AND INSTALLED BY OWNER VENDOR - REFER TO 051 X UNISTRUT WITH THRESHOLD ROD TO STRUCTUR ABOVE 651 C 651 MILLWORK SCHEDULE ON SHEET A00.34B 059 X METAL PANEL SYSTEM 061 ST 06 ACCESSORIES TO BE PROVIDED AND INSTALLED BY OWNER VENDOR - REFER TO MP-1 METAL PANEL SYSTEM: ARKTURA, MODEL: GRAPHIC PERF, COLOR: IGP POL 6802 (170 —�600 C 810 Z 810 MILLWORK SCHEDULE ON SHEET A00.348 1 DEGREE MATT, FINISH: POWDER COATED, SIZE: 3'-11"WX9'-11'H 061 D DIMENSIONAL LUMBER 692 B 3„ 3„ 084 D FINISH NOTES 061 B WOOD SHIM 92 D 1. PREPARE ALL SURFACES TO RECEIVE FINISHES AND INSTALL ALL FINISHES 061 PLYWOOD SHEATHING PIVOT DOOR & ACCORDING TO MANUFACTURERS RECOMMENDATIONS. FREE] FINISH - GRADE WOOD BOARD 2. THE MINIMUM FLAME SPREAD CLASSIFICATION OF THE INTERIOR FINISHES SHALL 064 B PLASTIC -LAMINATE -CLAD ARCHITECTURAL CABINET SLIDING DOOR JAMB Q GLAZING JAMB COMPLY WITH F.B.C. TABLE 803.9 CLASS-B FOR EXITS & EXIT CORRIDORS, CLASS-0 L-1 FORMICA - MODEL: 8844-WR, COLOR: AGED ASH, FINISH: WOODBRUSH H7 SCALE: 1 1/2" = 1'-0" REF:04 HU SCALE: 1 1/2" = 1'-0" REF:03 FOR OTHER AREAS. PL-2 WILSONART - MODEL: D427-60, COLOR: LINEN, FINISH: MATTE 3. LEVEL 5 EXTRA SMOOTH GYP. BD. FINISH, LEVEL COAT, BY MAGNUM PRODUCTS, ON ALL WALLS RECEIVING EPDXY PAINT PL-3 WILSONART -MODEL: D92-60, COLOR: DOVE GREY, FINISH: MATTE -PLASTIC 4. ALL WALLS P-1 U.N.O. LAMINATE TO BE SEAMLESS AT BREAKROOM COUNTER & BACKSPLASH. 1 5. ALL SOFFITS/ FURRED DOWN FASCIAS AND GYP. BD. CEILINGS: P-2 PL-4 WILSONART - MODEL: D92-60 / 107HW (HGS), COLOR: DOVE GREY, FINISH: HIGH 6. INSTALL APPROPRIATE CERAMIC TILE / CARPET EDGE PROTECTION STRIPS WHERE WEAR MATTE - CASH ROOM COUNTERTOPS REQUIRED - VERIFY FINISH THICKNESSES 064 F ACRYLIC - 3FORM - MODEL: CHROMA SO-379837.4, COLOR: MAI TAI & MARMALADE, 7. PAINT FASCIA ABOVE INTERIOR STOREFRONTS P1 U.N.O. FINISH: MATTE, GUAGE 1/2" - ACCENT AT TELLER LINE / SUNBURST L L A A B I 064 G MELAMINE - WILSONART - MODEL: MELAMINE 0354-07, COLOR: DESIGNER WHITE, U,N.O. FINISH: SEMI -GLOSS 1 064 H ALUMINUM SUNBURST METAL TRIM - COLOR: CHAMPAGNE - O.F.C.I. 072 B BATT INSULATION 081 B HOLLOW METAL FRAME 2 0 3 A ACCESS DOOR & FRAME 92 B 083 C ALL -GLASS DOOR 51 C 084 C ALL -GLASS INTERIOR STOREFRONT MELD THRESHOLD 92 F 092 T O87 POCKET DOOR TRACK 1/2"4 D N 087 T SLIDING DOOR TRACK 92 T x4 - N 1 087 X PIVOT SWEEP DOOR HARDWARE 74 A 087 Y GLAZING SYSTEM DOOR PULL SCREEN 087 Z HEAVY-DUTY SLIDING DOOR TRACK 092 F NON-STRUCTURAL METAL STUD FRAMING F2 DISPLAY FRAME F4 COLUMN SURROUND 092 T GYPSUM BOARD 5/8 U.N.O. 093 A CERAMIC TILE SCALE: 1 1/2" = 1' 0" SCALE: 1 1/2" - 1'-O" T-1 DALTILE - MODEL: AMBASSADOR AM36, COLOR: WANDERLUST WHITE, FINISH: NATURAL, 26 SIZE: 12"X24" - INSTALLED: STAGGERED BRICK, GROUT G-1 ay269 A _ - 69 G-1 GROUT: MAPEI. ULTRACOLOR PLUS FA COLOR: FROST 77 992 E -„ C E1 695 A H3 92 F `D 3 5/8"®48"O.C. g10 q - `� - T-2 DALTILE - MODEL: EXHIBITION CEMENT EX03, COLOR: TREND GREY, FINISH: 092 F " UNPOLISHED, SIZE: 24"X24" - BASE 6"x12" - INSTALLED: BRICK, GROUT G-2 3 5�8„ E1 - E1 i 6""� $ E1 TB-1 3 5/8 @16 O.C. _ _ @16 O.C. - - r l �- - - G-2 GROUT: MAPEI. ULTRACOLOR PLUS FA, COLOR: GREY 09 Ln 092 F - - AT 061 I s' I - 1 093 H VINYL TILE 2 1/2"@16"O.C, _ - 092 T - _ -_ I _ - - LVT-1 MOHAWK GROUP - MODEL: MASS APPEAL 859, COLOR: ON THE LINE, FINISH: METAL, 061 - - - SIZE: 18"X36" - INSTALLED: ALTERNATING 092 T EQ EQ' 692 D J 092 F I 1092 T J 094 D CONTROL JOINT 099 B 092 094 J CARPET/CERAMIC 600 A 3 5/8"®16"O.C. 1092 F TILE JOINER 092 T 13 5/8"@16"O.C. 695 092 J-1 SCHLEUTER SYSTEMS "SCHIENE-RADIUS- AE", 10MM FOR 3/8" CERAMIC TILE - J 95 A 3 5/8"®16"O.C. FINISH: #RAE- 100 ALUMINUM SATIN ANODIZED LIGHTING COVE SOFFIT _ COVE SOFFIT — COVE SOFFIT COVE SOFFIT 094 K CARPET/VINYL TILE JOINER E1 SCALE: 1 1/2" = 1'-0" @��TE 3/4" = 1'-0" E4 SCALE: 3/4" = 1'-0" E5 SCALE: 3/4" = 1'-0" E7 SCALE: 3/4" = 1'-0" J-2 JOHNSONITE REDUCER, COLOR: MEDIUM GREY #28 094 Z SCHLUTER SCHIENE TILE EDGE STRIP 094 L CERAMIC TILE/VINYL TILE JOINER J-3 SCHLEUTER SYSTEMS "REND-U" - FINISH: #RAE- 100 ALUMINUM SATIN ANODIZED 095 A ACOUSTICAL PANEL CEILING ARMSTRONG, ULTIMA 1912 , 24X24X3/4" - COLOR: WHITE 1 096 A SHEET CARPETING CPT-1 TANDUS - MODEL: BEAUSOLEIL, COLOR: FIBER, SIZE: 15' DIAMETER, 6' POWERBOND - UNIDIRECTIONAL PATTERN 3 s I e., T T 1 TILE CARPETING CEILING LEGEND $'-6 CEILING HEIGHT A.F.F. CPT-2 TANDUS -MODEL: METRI 04654, COLOR: DEEP BLUE, FINISH: 62112-COLOR, SIZE: 092 T099 B 9"X36" HERRINGBONE INSTALL - HERRINGBONE INSTALL 2' X 2' LIGHT P-2 ACOUSTICAL CEILING AND GRID � _ _ _ 096 P RUBBER WALL BASE UNISEX LIGHT FIXTURE i B-1 JOHNSONITE -MODEL: MILLWORK MANDALAY 69, COLOR: STERLING SILVER, SIZE: CENTER POINT OF GRID MEWS ULT 4-1/2" H TOILET COVE LIGHT FIXTURE 095 A TOILET COUP OOTH OFFICE COUPON �-2 JOHNSONITE -MODEL: TRADITIONAL 23, COLOR: VAPOR GRAY, SIZE: 4" H 113 114 $'-6 U.N.O. BOOTH -1 JFFICE -2' -2 PENDANT LIGHT FIXTURE ❑ P-11 i i i _2 B-3 JOHNSONITE -MODEL: TRADITIONAL T65, COLOR: SUNSPOT, SIZE: 4" H 8'-6 8'-6 8'-6' T- UNISEX _ o1 _ _ _ _ _ _ T-2 1 096 CERAMIC COVE BASE TO LET OFFICE 996 Z START POINT OF GRID _ - - - - _ _ _ _ _ TB-1 DALTILE -MODEL: EXHIBITION CEMENT S-36C9T, COLOR: EX03 TREND GRAY, FINISH: 8 -6' 122 G 122 G i OFFICE i UNPOLISHED, SIZE: 6"X12" HIGH -GROUT: G-2 IE WOME 2 /s + INTERIOR CANISTER LIGHTING � HVAC SUPPLY TOILET � � �� - P-1 1 0 7 L FLBERGLASS-REINFORCED-PLASTIC PANEL EXTERIOR CAN LIGHTING L--- MARLITE. STANDARD, COLOR: WHITE S 100 G, FINISH: SMOOTH, 4X8 SHEET 7 P-11 _ -1 i j _ -2 -4 P-4 3 9 EXTERIOR PAINT - BENJAMIN MOORE PAINTS o. CH EXTERIOR WALL MOUNTED ® T-2 i I P-1 LIGHTING HVAC RETURN B_2 3 P-5 AURA EXTERIOR, COLOR: MATCH EXTERIOR FINISH, FINISH: SEMI GLOSS 1 _ _ _ P-6 AURA EXTERIOR, MODEL: 2132-10, COLOR: BLACK, FINISH: EGGSHELL RE ROMT � EXIT SIGN ®— - - - - S L $' 1 OFFICE VAC EXHAUST RESTR i 1 . i 122 i P-7 AURA EXTERIOR, FINISH: EGGSHELL MATCH EXISTING EXTERIOR COLOR H ❑ 1 SPEAKER VESTIBU OFF E - - �� 8'-6 Q CP ERR &-B 1 1 E10 - 7 PAINT TRAFFIC YELLOW VERIFY WITH ARCHITECT ® P P 8 TRAFFIC MARKING 4 P 099 B INTERIOR PAINT JANITOR 0 I ST 05 0' 10 I ifl s - A C T 22 G I BENJAMIN MOORE PAINTS CLOSET 640 A 1 r �• "' o "' o• r-'' s'B T-2 P-1 ECO SPEC OC122, COLOR: COTTON BALLS, FINISH: WALLS EGGSHELL - DOORS o P-4 SEMI -GLOSS U.N.O. 1 6 I m JANITOR _ LLE I OFFICE = �- _ _ - - i - -- - - - P-2 ECO SPEC OC122, COLOR: COTTON BALLS, FINISH: FLAT - FOR HARD CEILING 0 -U 2 A L _ P-3 ECO SPEC 2137-60, COLOR: GRAY OWL, FINISH: WALLS EGGSHELL - DOORS ❑ ❑_ ONE P-11 P 11 - ON -UP I P 3 SEMI -GLOSS U,N.O. BREAK 0 0 27 D -10 j T -1 LVf_1 ZONE CP - )\6� CP -2 22 G i OFFICE P-4 ECO SPEC HC-168, COLOR: CHELSEA GRAY, FINISH: WALLS EGGSHELL - R OM 9-10:L, j. FDOORS SEMI -GLOSS U.N.O. $ _6 5 BOOM '' P-4 101 N ATM WALL BY SIGNAGE VENDOR TO END 3" FROM PERPENDICULAR WALL ❑ ❑ EQQ o ® 1 OBB I - 1 - I 1 - - - 1 - - _ _ 101 X RECESSED ILLUMINATED DRIVE -THROUGH LANE SIGN EQ Q E7 I 9 F - 122 WWT- MOTO ZED ROLLER WINDOW SHADE -AMERICAN SUN CONTROL: 12 24 13, HITEFINISH: PVC -COATED FIBERGLASS - 5% OPENNESS FACTOR Tlkr . OFFICE 3 P 4 W 122 G -2: MANUAL ROLLER WINDOW SHADE - AMERICAN SUN CONTROL: 12 24 13, 0-:10 OFFICE i-,PVC-COATENNESS FACTOR I _ 1 1 .; .:. _ _ _ �•�� _ _ I E, FINISH: ED FIBERGLASS 5% OP 1,_ „ R �... 8,_6 21 1 1 N 123 J SS-1: SOLID SURFACING COUNTERTOP - CORIAN/DUPONT, COLOR: DOVE 122 F ❑ I 4 i I i - I, I 1 124 WALK -OFF MAT ELECTRICAL I ® °� 1 ! - I.T.- J WM-1 TANDUS - MODEL: ABRASIVE ACTION II 02578, COLOR: CHARCOAL, FINISH: 19100, i ,�. rfl EL C RICAL I p-1 PT1 SIZE BROADLOOM 6'X6' POW 6 - ERBOND 10 -0 I E3 _ I I y I I. 1101 X P_1 L-- _.,_., I PRINT 221 T LINEAR DRAIN i � PT-2 PRINT s'-,o• s ',o. B-3 I 2 i ' ROM 265 INDIRECT COVE LIGHTING �;._e., L J R M e' 4• z ,z' o z' s-4 I 0369 A i 1 Y 1 1 P-3 1 273 D WIRELESS ACCESS POINT INSTALLED ABOVE CEILING - VERIFY LOCATION MARKETING s' O. 0 ,•-.- r +• P-8 I WIN OW 9'-0 I - - - 122 - 274 A FLAT -PANEL TELEVISION ------ ---------------------- --------------- 13'-1 C)rTELLER CONNECT CONFERENCE WORK 083 A WINDOW 640 A EXPOSED STRUCTURE ROOM R OM ATM VESTIBULE +-� WOK 651 C STRUCTURAL STEEL COLUMN P-1 P-8 E7 TELLER ES�BULET CONR OMNCE ROOM 121 681 A SCHEDULED DOOR CASH MP-1 CASH M-1 P-3 692 B GYPSUM BOARD ASSEMBLY a 01 ROOM 8'-1 ROOM - " 694 T 4 MARBLE TRANSITION STRIP - ALIGN WITH TILE BOTH EDGES EQ 3 -1 3 -1�EQ 1 1 C T- 8'-6 1 1 987 A INTERIOR, P CATION EXTENTS: 695 A SCHEDULED CEILING SAFE P-4 SEE FINISH P N AND 764 F PLASTIC -LAMINATE -CLAD WOOD DOOR FRAME KEYNOTES FOR ACCENT 1 810 A ALIGN REFLECTED CEILING PLAN A PAINT DATA 831 A POINT OF ORIGIN -TILE FLOORING Al REFLECTED CEILING PLAN @�9 DRIVE THRU FURNITURE &FINISH PLAN WALL B 901 F VINYL GLAZINC FILM SCALE: 1/8" = 1'-0" 1 �/ F961 A 3/4" FIRE-RESISTANT PLYWOOD FLOOR TO 8'-0" V aO C-0 co N N �TT CO t r a LO O r0 00 , IN coIt �00It V/ vI ^ M ES � L'col�a 0 ■ A\ CID LL (D a"O V O (DU 06 L _ 29Q �— W �- L 0)�0 U t_ O U J U � co T L 't�LL O U N_ OC L a co O_ 0 •� O Of m L O- W .a W o 1 C)o ¢ ¢ a cn � 0 0 =J W C!) N r- N 0 n. U -n 0 z � o � � N z a- M a C) 00 6 0 O ww c of M L� ZD � o o a C)m L) g W w :D:D C � C/) U Z O7 ck� cl, O N CD N 2 t 3 4 S 9 0 _ sheet no. THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF SUNTRUST BANKS, INC. NO REPRODUCTION, REVISIONS OR REFLECTED CEILING, FURNITURE, AND FINISH PLANS AO REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS REFER\'ED. SCALE: AS NOTED e 0 1 QUANTITY (V.I.F.) DESCRIPTION MW-01 (CASH ROOM) 5 COUNTERTOP - STRAIGHT H 2 BASE CABINET - (2) FILES 1 BASE CABINET - (2) DOORS 3 COUNTER BRACKET 7 UPPER CABINET- OPEN SHELVES 1 TALL CABINET- (4) DOORS MW-02 (PRINT ROOM MILLWORK SCHEDULE — GC PROVIDED REMARKS VARIABLE SIZE VARIABLE SIZE - REFER TO MILLWORK DETAILS VARIABLE SIZE - REFER TO MILLWORK DETAILS REFER TO MILLWORK DETAILS VARIABLE SIZE - REFER TO MILLWORK DETAILS VARIABLE SIZE - REFER TO MILLWORK DETAILS 1 COUNTERTOP -STRAIGHT VARIABLE SIZE 2 BASE CABINET - (2) DOORS VARIABLE SIZE - REFER TO MILLWORK DETAILS 4 UPPER CABINET - (2) DOORS VARIABLE SIZE - REFER TO MILLWORK DETAILS IMW-U.551WUKK KUUM) / N AC E 0 LL R Alff 1 TALL CABINET- (4) DOORS VARIABLE SIZE - REFER TO MILLWORK DETAILS 1 TALL CABINET- SINGLE - (2) DOORS VARIABLE SIZE - REFER TO MILLWORK DETAILS G MVY-U4 (I'tK�liJ 2 MILLWORK SURROUND AT PERCH SCREEN REFER TO MILLWORK DETAILS; LAMINATE BY FURNITURE VENDOR MW-05 NFE DEPOSIT) F z Q O w z ry 0 E O Q 0 O cn 0 i D v 0 / 0 7D C7 0 - co 0 u� O 0 o C r) O O 4- N O O / B O O N / E N Ln A 00 0 N -o 0 Q _ 1 COUNTERTOP - STRAIGHT VARIABLE SIZE 1 BASE CABINET - (2) FILES VARIABLE SIZE - REFER TO MILLWORK DETAILS 1 BASE CABINET - (1) DOOR - PULL OUT SHELF FOR PHONE VARIABLE SIZE - REFER TO MILLWORK DETAILS; VERIFY PHONE SIZE PRIOR TO FABRICATION 1 COUNTER BRACKET REFER TO MILLWORK DETAILS i I I I I 1 II COUPON OMEN'S BOOTH RESTROOM MEN'S 11 RESTROOM MD 0 1 I II Fol 0 Q li m RESTROOM VESTIBULE I I JAN CL I E JANI I 2.3 - - - - - - - - MW 08 L I i BREAK ROOM I ® I MW 06 I I I I IT-5 I CH-1 I I I A I I I 1 I i I I 1 k i _ 1 c I I I I.T. — I I I EL � I I I 1 I I 3I I I 1 :e tj 1 I : i-� i ------------------------------------------MARKETING-------- WINDOW I I If I I I I I I @URNITURE 8c MILLWORK F sFCALE: 1/4" = 1'-0" I TELLER MW 07 - MILLWORK SCHEDULE — GC PROVIDED QUANTITY (V.I.F.) DESCRIPTION REMARKS MW-06 BREAKROOM) 3 UPPER CABINET - (2) DOORS VARIABLE SIZE - REFER TO MILLWORK DETAILS 1 COUNTERTOP - STRAIGHT VARIABLE SIZE 1 BASE CABINET - APRON AT SINK REFER TO MILLWORK DETAILS 1 BASE CABINET - MICROWAVE REFER TO MILLWORK DETAILS MW-UQ (I LLLLN) ) 2 BASE CABINET - BOX, FILE, FILE VARIABLE SIZE - REFER TO MILLWORK DETAILS 2 BASE CABINET - (4) BOX DRAWERS VARIABLE SIZE - REFER TO MILLWORK DETAILS 2 BASE CABINET - (2) DOORS VARIABLE SIZE - REFER TO MILLWORK DETAILS 1 BASE CABINET - (1) DOOR - TRASH VARIABLE SIZE - REFER TO MILLWORK DETAILS 2 ROMMET REFER TO LOCATIONS IN PLAN AND MILLWORK DETAILS MW-Ud (JANIIUK CLUSEI) 2 SHELVING - JANITORS CLOSET REFER TO MILLWORK DETAILS MILLWORK SCHEDULE TAG (V.AE)ITY DESCRIPTION REMARKS ------------- STO1 1 CHECK DESK - ATM VESTIBULE & LOBBY ACCESSIBLE ST05 1 SUNBURTS CEILING SUNRAYS 3FORM SUNBURST FINS; 6 FINS, CEILING HUNG ST06 1 SUNBURST LOBBY RING LIGHT LIGHTART RING LIGHT, CUSTOM 10' DIAMETER ST08 1 PERCH PORTAL VERIFY DIMENSIONS IN FIELD PRIOR TO FABRICATION ST31 1 (3) STATION TELLERLINE STANDARD (RIGHT ADA) I I V-3 I V-3 I I - - - - - - - - - - - - - - - r - - - I - - OFFICE 0 CH-9 I FL-2 _ 1 OF ICE 116 I T-6 I I I I I I I CH-7 -I - - - - - - - - - - - - - - -1- T------------ V-5 T-5- TED PLQ-1 ILI ------------ I I I I I V-5 I I I Fct PLQ-1 V-3 II I OFFICE I CH-1 I I I I I I II 1 I I _ I T 01 C -1 I. T-1 r I I CMD ? I I ON —UP I PLQ 5 t I v-3 I ' I CH-2 II � OFF H-1 I l o I ST 31 I II , I I FL-2 I I M-1 - - - I I I I Z�L I I I I T-2 i OFFICE - - - - - - - - I --I-- - - - - V-8 1 V-3 V-5 I V-6 1 I il� I i I 11 ; 51 PRINT ST 01 I I' I ROOM V_3 j CO(FER NCE I gl I MW 02 ( I I I R0-0 0 i f Pa � O -------------- ----- I T-4 TELLER -CONNECT ATM VESTIBULE CH-8 WORK I ROOM I I MW 03 i_ 3 VINYL & PLAQUE SCHEDULE I31 ` I Code DESCRIPTION I COLOR SIZE €$ t I I WALL FINIS PLQ-1 LINItS OF BUSINESS PLAQUES ORANGE "H X 961 OFFICE V-1 ENTRY VINYL W/DOOR HOURS SIGNAGE I ORANGE WITH CHEVRON DESIGN 1b"H X 481 ENTRY DOORS V-2 ENTRY SIDELITE VINYL ORANGE WITH CHEVRON DESIGN 1 "H X 481 SIDELITE AT ENTRY DOOR V-3 EXT RIOR PRIVACY BANDING VINYL LIGHT GRAY WITH CHEVRON DESIGN 1 "H X 961 EXTERIOR WINDOWS V-4 CARD READER SIGNAGE I NEAR PARABIT CARD READER 1 1 2 1 3 1 4 I 5 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF SUNTRUST BANKS, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. V-5 INTERIOR DISTRACTION VINYL LIGHT GRAY WITH CHEVRON DESIGN 8"H X 961 OFFICE V-6 CONFERENCE ROOM - LOBBY VINYL (LOBBY FACING) LIGHT GRAY WITH CHEVRON DESIGN CONFERENCE ROOM V-6A CONFERENCE ROOM - LOBBY VINYL (LOBBY FACING) - AL FOR OFFICE CONFIGURATION LIGHT GRAY WITH CHEVRON DESIGN 8"H X 961 OFFICE V-7 CONFERENCE ROOM - TC/ATM VESTIBULE VINYL (TC/ATM VESTIBULE FACING) LIGHT GRAY WITH CHEVRON DESIGN CONFERENCE ROOM V-8 TC/ATM 24HR DOOR VINYL TC ATM VESTIBULE FACING) LIGHT GRAY WITH CHEVRON DESIGN 24 HOUR DOOR 6 1 7 18 19 LOCATION 10 FURNITURE SCHEDULE SEE MILLWORK SCHEDULE A00.34 CH-1 LOBBY TWO -SEAT SOFA FGHE 2-1 LOBBY LOUNGE CHAIR DE-3-1 PERCH STOOL CH-4 TELLER CHAIR DE-5-1 TELLER STOOL C-H -_11 GUEST CHAIR CH-8 CONFERENCE CHAIR CH-9 I TASK CHAIR [CIF-112 BREAKROOM CHAIR CH-1 3 LOBBY OTTOMAN F-F-J-1 VAULT FILE CABINET FL-2 LATERAL FILE ,FOR FA OFFICES ONLY) M-1 BY FL-11 LOBBY COFFEE TABLE T-2 I LOBBY OCCASIONAL TABLE T-3 PERCH TABLE !T­-41 CONFERENCE TABLE [T­-_5_1 BREAKROOM TABLE FT---67 OFFICE DESK 101 N ATM WALL BY SIGNAGE VENDOR TO END 3" FROM PERPENDICULAR WALL REMARKS METAL MAGNETIZED PLAQUE REPEAT PATTERN REPEAT PATTERN REPEAT PATTERN CARD READER SIGN PRINTED WITH BRUSHED LIGHT METAL APPEARANCE; MOUNT 48" AFF REPEAT PATTERN; MOUNT AT 42" AFF MOUNT PER GUIDELINES REPEAT PATTERN; MOUNT AT 42" AFF ^ i MOUNT PER GUIDELINES I V MOUNT PER GUIDELINES 11 12 FURNITURE & MILLWORK PLAN - - - - . - SCALE: AS NOTED C M e M N N � r C-? 'a' CDrn0)o �a�U 00 1 , co d ��co c co L 'COD ai n\ W M L M � c O m .2 c a � p U C m .� cu ce m -= � � L oQ a� U~ c — co U g T � T C L 0 T � 0 ��LL O U N_ L Q C° .0 a' o � a m 0 �- C-- W E U_ LL- L.� U) 0 0 o Q o cn Q E 0 m ::D O O Z C-D } :3 LLJ �- (n N � N 0 .Q U w cn Z � o N Of w CD N -0 Ln ¢ o w Z m ce_ M 0 0 D N Ir m d- O N O N sheet no. AO 6. 01 z Q J z w O Iw 0 I O Q I O 0 �o i 0 0 0 Q / 0 c� 0 co U) a O O O O O O A L T n T N un O O M. / Q0 O N Q N u7 I 0 00 O N T) 0 Q KEYNOTES 087 B SAFE DOOR STOP; COORDINATE LOCATION WITH EQUIPMENT VENDOR H A A.2 A.3 A.5 A.7 B C C.1 D E F GENERAL NOTES I I I I I 1. REFER TO EQUIPMENT SCHEDULE FOR ADDITIONAL INFORMATION, I I I I I I I I I I I I I I I I I I I I I I I i HVAC TRASH I I I ENCLOSURE I ENCLOSURE I I I I I I I I I MANAGER PIN-2 � BANKER i SEA a I HN- I WOM N'S MEN'S r- HU-1 REST OOM RESTROOM I coin y OFFICE OFFICE H3 I B� t----------------- +----- -------- UPC- ® I I Do RK-13 I — — I I I 10 ee_„ I I ------------- ° FE-2 SEC- —I I I RESTROOM -- - - - I VE TS IBULE 2 1�� HN- HN- CD-3 I I OFFICE C I SEC-5 I I I I I MH- JANITOR I BANKER I C OOgET I ° I 1 1 DAM-4 w 1 o RT-4 ❑ SC- 7tI o OBBY I I I i t °® I i 0 - - � CHK- 2 , �---_ r � I iI I BREAK ROOM RE-1 UPC- TELLER IL4 0 RT- I I CC-1 _ I UCS- t I �„ I I ON-U�PZONE I I OFFICE I o I HN- _ HI MO-1 - ONC. - f LOB i RK— .I; I w 14) - - -- _ I I TR 1 II LCD-1 PIN-1 LOB OFFICE� ` I PRT-1 00 CS- I I REG-1 I t ° 1 FE 2 I HN- SEC-5 CD- 1 I I t r ..l_. I� I I L06 I I s PRINT I ! LKR-1 PRT 1 TC-4 s ROOM ( ❑ ■ 1 I 1 I 1 SCN- SEC-4 RT-5 I --- I I CONFERENCE _. __. _. ROOM t L HU-1 RAM FE-3 i I I SHR- o RK ❑ J ID-1 I 9 TELLER CONNECT & -- HN- I.T.- ON ON— F ATM V S IBULE ELEC I 1 -- i WORK F , B ATM-1 HN- ROOM 1 r------------------- 5 _---- -- ----- - f - - - - - - - - - - - l� I I I 1 1 �4 y, wlNDow ��--------------------------------------------- ---------------------------------------� SAF-1 087 B ON- ---------- SEC-1 K- I I I I I I I I I I I I I I I I N A3 E UIPMENT PLAN SCALE: 1/4" = 1'-O" 1 z n G c -7 o n n n 0) ------, V� II I I II II I I I I I I U ■ � � � M O 0) N N T 1 rnO 0 a 0 cn w o Z a t•` p � � O cn �ZDNQo O N O N I L j 7 � v i u "i I v Sf182L f10. THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF SUNTRUST BANKS, INC. NO REPRODUCTION, REVISIONS OR EQUIPMENT PLAN AO 7REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. SCALE: AS NOTED / . 01 * FULL FILM 23'-1 4" 34 -0 12'-5%" � NO 1 2 EQ 1 EQ 1 EQ 1 EQ 1 EQ 2 EQ 2 EQ 2 EQ 3 EQ 3 EQ 3 EQ 3 EQ 3 EQ 3 le Ile e 034 K OCPIRNOTESQUIPMENT 36' AT COLUMNS DOOR 113 C6 G10 DOOR SCHEDULE EQ 4 EQ 4 EQ 4 C6 G6 0 081 B o �'7 DOOR TYPE HARDWARE 077 A 074 M SINTERED CERAMIC FACADE SYSTEM LBL. REMAR S NO. DOOR FRAME GROUP* 074 E ALUMINUM COMPOSITE CLADDING SYSTEM l 083 C \ 081 M 101 C AL - 14 05 077 A MANUFACTURED COPING SYSTEM ° / ; 'I \ pgg g 081 M / 0 102 G GL - 09 1 1 - 081 A HOLLOW METAL DOOR 099 B H \ ,r ;� i 087 Z \ \ o G7 104 H BR = 2, 6 01 101 074 M 081 B HOLLOW METAL FRAME o / _-MIA G8 105 A3 HM 2, 7 01 081 C ALUMINUM DOOR N i Ogg B 106 E WD - 6, 8 07 081 M FLUSH WOOD DOOR �= 107 Al WD - 6 02/'///' 083 C ALL -GLASS DOOR o \ / - 901 F \ o o G2 » » 108 Al WD - 1 6 01 107 A 083 Z BALLISTIC -RESISTANT DOOR - N.I.C. / i \ 2 DOOR WIDTH 2 / 109 A WD = 5 6 02 / \/ 084 A ALUMINUM -FRAMED STOREFRONT 110A A4 HM 6 g 10 06 _ 084 C ALL -GLASS STOREFRONT --= H O LLOW o 084 A ao EQ EQ EQ 110B A2 WD - 6 12 _i 087 G PANIC HARDWARE 3'-0" 2 - C6 3 „ 3'-0" METAL FRAME 111 Al HM - 6 03 074 M „ "'/ 901 F 087 L KEYPAD ACCESS -CONTROL HARDWARE 11 4/ V.I.F. SCALE: 1/4" = 1'-0" \ / 90 F 087 P PEEP HOLE © �2 113 D GL - 12 11 EX _ 2 EX - 1 101 Y 084 A EX - 2 087 Z GLAZING SYSTEM DOOR PULL 1 5 - 4 284 A 088 B TEMPERED GLASS GLAZING -/ 099 B 083 Z — 81 A p81 C -- . 116 B GL - 04 622 A 088 C EXTERIOR GLAZING 081 M / / 1099 B 099 B / \ 117 B GL - 04 EAST EXTERIOR ELEVATION FEET] FIXED LOUVER / pgg g / / 087 P 087 P 083 C / / \ \ 118 B GL - 04 G7 SCALE: 1/8" = 1'-0" 099 B INTERIOR PAINT G / / / 087 L 087 G 088 C / \ 119 B GL - 04 3 3 „ 101 M BACKLIT DIMENSIONAL LETTER SIGNAGE - N.I.C. / /r' _ 9 —1/ 30'-2 9 -2/ 087 Y \ > 121 F WD - 10 „ 101 N PANEL SIGNAGE o / o o o _ EQ 3 EQ 3 EQ 3 3 -6 EQ 2 EQ 2 EQ 2 EQ 2 EQ 2 EQ 2 EQ 2 3 -� EQ 1 EQ 1 a i 122 D AL - 13 8 077 A 101 X ILLUMINATED DRIVE -THROUGH LANE SIGN N \ \ _ ;� 901 F / z ; i 123 H HM - 13 077 A 101 Y LIGHT -FRAME TRUSS SIGN PER FL 69A-60.0081 - N.I.C. \ LATCH \ IATCH Y \ LATCH _ �i _ �i - 1 o \ o \ o o 124 H HM - 6 13 074 M 107 A EXTERIOR SUN CONTROL DEVICE Y � \, - COMMENTS 111 ATM, DRIVE -UP FREESTANDING W/ SURROUND \ M M \ \ 087 Z N 1 VIEWER ACTIVE FROM BREAK ROOM 111 Y TELLER CONNECT UNIT 2 VIEWER ACTIVE FROM TELLER ROOM ,� 074 M 129 D BICYCLE RACK 3'-0" 3'-0" 3'-0" 3'-4" 3'-0" 3'-0" 3 VIEWER ACTIVE FROM CASH ROOM 101 M 221 W OVERFLOW DRAIN COVERED OUTLET 107 A Al A201 A3 A4 SCHEDULED FINISH © © 4 POCKET DOOR 284 A PARABIT READER - CAR D - 5 1" UNDERCUT EQ 13'-" EQ 1 622 A CANOPY DOOR ELEVATIONS 6 DOOR FINISH TO MATCH ADJACENT 622 A 681 A SCHEDULED DOOR V „ WALL FINISH. 810 A ALIGN T SCAL : 1 = 1 -0 1 A 3'-0" 084 C 7 BULLET RESISTANT DOOR / / // / / / / / / / \ 901 F VINYL GLAZING FILM - N.I.C. - FILM FULLY COVERS DOOR 113 _ — M F 17, . 088 B 8 SPECIALTY DOOR BY MILLWORK VENDOR \ 984 T ALL -GLASS GLAZING FRAME � ao M V.I.F. TYP. 984 T IWP _ TYP. 9 INSULATED DOOR \ \ / a � 4 C2 I / 10 VIEWER ACTIVE FROM VESTIBULE SIDE 129 D / _ o, ,ten o A2 11 INSTALL ADHESIVE SIGN ON LOBBY[/2\ NOTES: a o °' �? C10 / SIDE OF DOORS - "THIS DOOR TO EX - 2 X - 1 EX - 2 EX - 1 1. FIELD VERIFY ALL STOREFRONT OPENINGS. 00 / REMAIN UNLOCKED DURING BUSINESS 2. SEE A00.34A FINISH SCHEDULE FOR FINISHES U ^ M NORTH EXTERIOR ELEVATION L 31 z n- GL-3 I 084 C / \ 11'-6" \ HOURS" 901 F � l 0 088 B / \ \ 12 COORDINATE WITH EQUIPMENT SEC-3 F7 SCALE: 1/8" = 1'-0" 084 A GENERAL NOTES M o 0 CD LL i z o TYP. l GL-3 ' TYP. / \ MEN \ 13 COORDINATE WITH EQUIPMENT SEC-4 A REFER TO FINISH SCHEDULE FOR GLAZING TYPE. - - - - - "EXIT" °' \ 14 COORDINATE WITH EQUIPMENT SEC-1 / \ B ALL MULLION DIMENSIONS TAKEN AT CENTER OF MULLION U.N.O., JAMB, SILL, HEAD c ° Q I / \ BRAILLE \ 12'-5 $" 20'-2%" 37'-�" . — Cc, L 901 F EQ 3 EQ 3 EQ 3 EQ 3 EQ 3 EQ 3 EQ 3 EQ 3 EQ 3 EQ 3 EQ CONDITION TAKEN AT R.O. EXTENT. ° w /l I// // I \ \ TYP. \ / o 101 CN EQ EQ o / 3'-8%" EQ 2 EQ 2 EQ 2 L.EQ 2 EQ 2 E �, cup C ALL INTERIOR GLASS BY OFFICE FRONT VENDOR. w I� I \ \ / � EMERGEXIT D VINYL DISTRACTION HEIGHT AT INTERIOR GLAZING TO ALIGN WITH VINYLS AT EXTERIOR O I \ \ / ONLY" / FL m GLAZING �, ❑ ¢` \ \ / BRAILLE / FRAME MATERIAL: 0 2 w \ / / ! E PROVIDE CLEAR EXTRUDED SILICONE GASKETS BETWEEN INTERIOR STOREFRONT : = HM HOLLOW METAL X - - - - - - r ' ' 074 M GLASS PANELS E 10'-10' V.I.F. 0� 681 A 0. 7 -8 V.I.F. AL ALUMINUM STOREFRONT o EXIT SIGNS WD PLASTIC -LAMINATE -CLAD WOOD 074 M 1 077 A V K L E 107 A 101 M EQ EQ EQ EQ EQ 074 M y o SCALE: 1/4" = 1'-0" BR BALLISTIC -RESISTANT HOLLOW METAL - - N L 984 T N.I.C. - PROVIDE CASED OPENING 077 A °°"°�w'E ° T C8 - - TYP. - - _ GL OPENING IN ALL -GLASS GLAZING c� 074 L u * N CD I I l I I I I 2 w L SYSTEM 101 N V � 084 A / / / / / / / / � co GL-3 GI-3 11 J GL�3 084 C GL 3 I GL-3 I GL-3 HARDWARE GROUP* -REFER TO SHEET 111 III ( 088 B I I 0 2 90l F 074 M c� 810 A 111 Y III III - TYP. I - I - _77® 089 C w TYP i II II i I C)f w� 074 M I // I I I 2 I� III / u1 F� I // EX -2 EX -1 TYP. I , 1 I WEST DRIVE -THROUGH ELEVATION I I I I I -7 WEST EXTERIOR ELEVATION F 11 SCALE: 1 /8" = 1'-0" NJ - - D ! SCALE: 1/8" = l'-O" 33'-7/" 18'-9%" EQ EQ EQ EQ 077 A C8 5'-103/" 3'-3Y" 3'-2" 6'-3 e" 3'-2 a" DOOR WIDTH 6'-5" DOOR WIDTH 3'-8%" DOOR WIDTH 4A EQ 2 EQ 2 EQ 2 EQ 2 EQ 2 EQ 2 EQ 2 EQ 2 EQ 2 11 A 074 M x.077 A —OY EQ 3 EQ 3 EQ 3 1'-11 a 074 L 0 19'-4%" V.I.F. 23'-3" V.I.F. Or i G J 077 A '�' —�074 M O o o O EX-1 U D1 INTERIOR STOREFRONT ELEVATIONS � 074 M , 2 ' 810 ALLJ r- 101 TYP 111 Y 0 I. T - 0 LLJ 034 K m 14'-9Ys' EQ 13�4/" EQ 622 A 0 21 -4 _ NORTH DRIVE -THROUGH ELEVATION E o EQ EQ EQ EQ EQ EQ EQ s ,112-�� / 084 C Ell SCALE: i/8" = 1'-0" o V a--- 681 A / / 901 F o o C 084 A g C \ \ EQ EQ EQ EQ EQ 077 A O o E M J = � 088 C \ \ 074 M 074 M 0 088 C 221 W or U. GL-1 o GL-2 GL-2 GE-2 GL-2 GL-2 GL-2 GL-2 088 C o GL-2 681 A EX 1 EX - 2 W Q = 84 A o � 101 N = c� � i i 84 A i 101 X C �- o) _ a o 0 o Or ei� n O W o� N EX-5A SOUTH EXTERIOR ELEVATION TYP co 3 8/ V.I.F. 0 0 C7 SCALE: 1/8 = 1 -0 0 034 K 074 M "' �, EX-5A �, EX-5A r, EX-5A 4'-2Y" 3'-11%" 4'-6V V.I.F. 221 W D11 E�`ST DRIVE -THROUGH ELEVATION o D3 N OE N F1 N F2 „ 0 088 C 088 C SCALE: 1 /8" 077 A B EQ 6'-3" EQ GL-1 GL-1 084 A i' GL-1 084 A EQ EQ EQ EQ 074 M 074 L a i ^i wc� Q N EQ EQ EQ 0° � 901 F 901 F � 111 / 7'-8" V.I.F. EX-5A �, EX-5A w `ri A2 084 A o-�� 22 i i 810 A 111 Y o N C1 N D1 TYP o Cr 034 K n GL-1 088 C i ``' 074 M - `" 084 A N / // 3'-9%" EQ EQ EQ EQ EQ EQ EQ 3'-9%" 3'-6%" EQ EQ EQ EQ 3'-4Y8 z 088 G SOUTH DRIVE -THROUGH ELEVATION Ln �i °O N 088 C 088 C Of °' GL-1 # / // / / /Of 901 "�' 084 A 1' GL-1 GL-1 GL-1 GL-1 GL-1 GL-1 084 A o A Al GL-1 GL-1 GL-1 GL-1 GL-1 GL-1 GL-1 GL-1 GL-1 iO LEGEND o- Lj N / 901 F -� T T T T T T T T T _i To TO To T T T >-2WINDOW o 0 0 0 0 0 0 0 0 0 0 0����o0 DOOR WIDTH �, 0 10 -9 e V.LF. °O °o / GL TAG - SEE FINISH SCHEDULE z �„ 10'-2%" V.I.F. N 29'-103/" V.I.F. EX-5A 901 F 20'-0%" V.I.F. 901 F � v N Q 0 4 o e EX-5A To TEMPERED SAFETY GLASS; TYP, ^ r Al EXTERIOR STOREFRONT ELEVATIONS B N C2 N D2 w Q m o SCALE: 1/4 = 1 -0 VERIFY ALL OPENINGS EX-5A STOREFRONT TAG - SEE FINISH SCHEDULE o o L_ M N I� m � Q � O N O N 1 2 3 14 5 6 7 18 9 110 11 12 sheet no. THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF SUNTRUST BANKS, INC. NO REPRODUCTION, REVISIONS OR EXTERIOR ELEVATIONS AND DOOR SCHEDULE REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. SCALE: AS NOTED AO 9 • 01 H G F V Z O I— U W u� J J Q E O N O Q I O O cn 0 0 0 D 0 0 c- u Q / co 0 0 Ln O O 00 C O O Q N O O z0- /g 0 O N n Ln r� L A O N F1 F1 J' nn' n" �_ J, nn, n" �� G1 � nn' n" I_ D6 WALL�4�CToON D� WALL 4SECToON WALL 4SECToON WALL SECToON WALL SECToQN / / / / ­�' , o' n 11 _ I 1-, 4 01 n 11 F1 �^ .0 1 11 TOP FRAMING 1 n TOP STOREFRONT IT 1 02, I— A \ i 1 Ilil/u' �� ' 1 I I�!II I+=ill ! 1 17 A3 WALL S �19N A4 WALL S ECTI Q N A5 WALL S ECTI 0 N (:j�t�LSECTION WALL S ECTI0N SCALE: 1/4 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCA4" SCALE: 1/4" = 1'-0" Q G1 I— _ "Z 0 .0 ,mF, nn' nn" SLLL 4S ECToO N A 10 WALL 4S ECToO N / / KEYNOTES 033 A CAST -IN -PLACE CONCRETE 052 A STEEL JOIST FRAMING 054 A STRUCTURAL METAL STUD FRAMING 061 Al PLYWOOD SHEATHING 072 B BATT INSULATION 074 L ALUMINUM CO,POSITE CLADDING SYSTEM DRUM] PORCELAIN WALL PANEL SYSTEM 075 J THERMOPLASTIC POLYOLEFIN MEMBRANE ROOFING 084 A ALUMINUM -FRAMED STOREFRONT FORDO ALL -GLASS STOREFRONT 089 C FIXED ALUMINUM F0_9_2­Ml PORTLAND CEMENT STUCCO 092 ­Tl GYPSUM BOARD 5/8" U.N.O. 107 A EXTERIOR SUN CONTROL DEVICE 132 L PREFABRICATED CONCRETE PANEL VAULT 651 A STRUCTURAL METAL FRAMING 651 C STRUCTURAL METAL COLUMN 681 A SCHEDULED DOOR 695 A SCHEDULED CEILING L .. CO 00 M � N N T O rm ''^� T t I ., 00 V M V/ 58, _@0 Q n� O W LL L C N Q � C • u- U E D m LIE N ' U � Q ca N Vi V1 ) U - to c U�' Q @ U Um l J 0 -'t �0 LL Jc O U N L C° Q 0 CDO O 0 m o o- w E U = 0 0 1 O p Q p Q O E o m J O m � ry J CD c- C C� W N 00 N r__ 0 n_ �L U N a� 0 z 0 v> Ui � w M 3 w C) m Q Q O � C =) I n F-- w0 .` m = m CrJ N r— m d O N O N 2 ' 3 ' 4 ' 5 6 17 THE DESIGN AND CONCEPTS DEDICTED HEREWITH ARE THE SOLE PROPERTY OF SUNTRUST BANKS, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. 8 ' 9 ' 10 12 ' WALL SECTIONS SCALE: AS NOTED sheet no. A09,20 KEYNOTES 050 S STEEL PLATE 054 A STRUCTURAL METAL STUD FRAMING O60 B FIRE -RETARDANT TREATED WOOD 060 C PRESERVATIVE -TREATED DIMENSIONAL LUMBER 061 PLYWOOD SHEATHING 072 A BOARD INSULATION 072 B BATT INSULATION 072 FLUID -APPLIED MEMBRANE AIR BARRIER 074 M PORCELAIN WALL PANEL SYSTEM 077 G 1/4" FRY-REGLET Z-REVEAL DMRZ-625-25 079 F SEALANT & BACKER ROD O-8 _­BJ HOLLOW METAL FRAME 084 A ALUMINUM -FRAMED STOREFRONT 084 C ALL - GLASS STOREFRONT 087 A PIVOT HINGE 087 S DOOR SWEEP 092 ­MJ PORTLAND CEMENT STUCCO F0_92__TJ GYPSUM BOARD 5/8" U.N.O. 107 A EXTERIOR SUN CONTROL DEVICE F22-1-KI ROOF DRAIN - 3" CANOPY DRAIN LINE 284 A PARABIT READER - CARD READER ACCESS - O.F.C.I. 600 C FEATURES WALL 651 A STRUCTURAL STEEL FRAMING 0 N N 651 C STRUCTURAL STEEL COLUMN 681 A SCHEDULED DOOR Q 692 B GYPSUM BOARD ASSEMBLY 955 B ALUMINUM BREAK METAL TO MATCH STOREFRONT 984 S STOREFRONT SHIM 810 A ALIGN 1 0) U M E n (n It N Q O» r 6- Lo CD M CD 00 rn U , 00 cnf— n rL 221 K M 692 B i CD@U) 054 A / M .o Q 079 F � _ 651 C � � 'l .2 a� 079 F 092 T 692 Bk 084 A 092 T 084 C o@ c Q 651 A 651 C i 060 C 072 B 092 co 00 ` - 054 A -- 955 B 984 S 054 A n 1 — E V/ 072 B - 955 B 084 A 060 C 072 A 072 B 079 F 061 084 A (D Q 984 S 079 F 984 S 061 w - - M- - -— 02 c0 E A 079 F 955 B 092 T g ccO 061 074 M 9 F 0 0-) 074 079 F co Q 072 107 A 651 C 9$4 S 084 A 074 M 3 072 +-+ T 5 .o SUNSHADE STOREFRONT STOREFRONT O � N" S�P�EFRONT JAMB ATTACHEMENT CORNER PARTITION FR CORNER ENTRY STOREFRONT JAMB E4 RELn F:01 Q 0 (71 C7 0 D 077 G 074 M 074 M O O w 072 i •� O 810 A 061 060 B 2'-�V 072 A 061 T CLEARcn 061 Q 092 T 054 A 692 B 092 T 692 B 955 B m „ 4 riliz 084 A 087 S 651 A 054 A I054 A 651 C O- W 0 6 � � U = 072 6 - - - - -� 061 061 _ o O - - .0 O 087 A 651 C 054 A 072 AOf Q Q �' 0 681 A 092 T 074 M 072 B ¢ o E O C 692 B ABOVE COPING 092 T 651 C p o o 810 A @ LOW BALL 061 m J o `� 092 M 072 (n i4 c J 074 M STOREFRONT _ DOOR JAMB DISPLAY EXTERIOR CORNER (�R EX�E�lOR INSIDE CORNER (� PARTITION = o- m _ N SCALE: 1 1/2" = 1'-0" REF:08 �� SCALE: 1 1/2" = 1'-0" REF:07 "" SCAL/2" = 1'-0" REF:06 "1 O SCALE: 1 1/2" = 1'-0" REF:05 N 0000 w un O O I 0 B o 9- 0 En c> i 074 M 072 061 072 A >0< 084 A 3" 092 T 092 T 074 M 072 B 061 05Y 8 0A 54 651 Cxx 1/4" 4" 060 C 6, 072 B — - - - — 072 072 B XX 084 A i tl 054 A 072 A 054 A � C 6" 061 6" 092 T 3 5 8 3,5/8"@16"O.C. ~ 284 A 1 / 072 A _ _ _ _ / „ Ui Ui A 681 A 061 --�- rT_,. - 092 T a 1/4" 07 M 072 092 T o 0 0 072 6 @16 O.C. 2- W Z m PARABIT CARD EXTERIOR PANEL EXTERIOR WALL � N READER ENTRY VERTICAL JOINT TYPICAL CORNER STOREFRONT JAMB10 A4 SCALE: 1 1/2" = 1'-0" REF:12 A5 SCALE: 1 1/2" = 1'-0" REF: 11 A6 SCALE:SCALE: 1 1/2" = REF:10 o Q O N O THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF SUNTRUST BANKS, INC. NO REPRODUCTION, REVISIONS OR EXTE R I 0 R PLAN DETAILS A09.40 REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED.SCALE: AS NOTED E3 E1 KEYNOTES E8 1 NIGHT DEPOSITORY TYP 4, FEUD PLASTIC -LAMINATE -CLAD ARCHITECTURAL CABINET 265 65 082 N ADJUSTABLE SHELVES & BRACKETS 12.0 093 A CERAMIC TILE 097 L FIBERGLASS -REINFORCED -PLASTIC PANELS H --1116 101 D TACK BOARD 600 A IIII 810 A 101 N PANEL SIGNAGE F10_ 7N QD� IIII 104E FIRE EXTINGUISHER CABINET 106 B SANITARY NAPKIN DISPOSAL 111 111 Y / 106 C BABY CHANGING STATION 274 A ATM _1 12.04 6/" 12.0 12.04 IIII TC-4 - / 106 G FRAMED MIRROR \ _ / 106 J GRAB BAR _ __ IIII 106 K SOAP DISPENSER o = o - r 0 IIII 281 D 106 L TOILET TISSUE DISPENSER 1 _ IIII N 681 A - 106 M PAPER TOWEL DISPENSER PL-1 1111 j 104 E a1QoDD0aa 600 111 R �, IIIIPh� 106 P PAPER TOWEL DISPENSER/WASTE RECEPTACLE N SS 1 ND-1 -1 IIII I 661 R \ 106 ROBE HOOK 696 A 1 0 96 A N N 696 A / 106 R MOP & BROOM HANGER 106 Ul UNDERLAVATORY GUARD 3'11%'2'-055 2'- 2'-2" 2'-05/" ,'- NOTE: DIMENSIONS 111 P CASH SAFE - N.I.C. 3'-11%" SS-1 MEASURE ROUGH G 1'-1Y" OPENING OF 111 AUTOMATIC TELLER MACHINE EQUIPMENT. GC AND 111 R NIGHT DEPOSITORY cn 3' 12'-5" V.I.F. SIGNAGE VENDOR TO 12.0 111 S TELLER EQUIPMENT- N.I.0 C14 102 ELEVATION A ELEVATION D CM ELEVATION D CONFIRM WITH ELEVATION B 111 Y TELLER CONNECT - N.I.C. `_ "' EQUIPMENT CUTSHEET �Q 113 A REFRIGERATOR LOBBY TELLER -CONNECT - ATM VESTIBULE 113 B MICROWAVE OVEN � G3 SCALE: 1/4 = 1'-0" G7 SCALE: 1/4 = 1'-0" 113 L WATER COOLER 123E PLASTIC -LAMINATE -CLAD COUNTERTOP 123 J SOLID SURFACING COUNTERTOP 223 A ELECTRIC DOMESTIC WATER HEATER 224 A WATER CLOSET 1 224 D LAVATORY V 224 J UTILITY SINK r 224 K KITCHEN SINK 12.0 12,0 F2_2_4_Q1 ELECTRIC WATER COOLER rn CN N E 238 B TEMPERATURE SENSOR Q o 2 -6 2'-6' 2-62 -6' 1 262 D ELECTRICAL PANELBOARD rn U F 265 R UNDER -CABINET COUNTER GHT Q r 12 J 12.0 ^♦ 282 B / \ 274 A 123 J 265 INDIRECT COVE LIGHTING `y � 00 M M 266 A ELECTRICAL RECEPTACLE p> 0 \ co co 064 B 64 B N I \ / 123E 274 A 270 66 6-6 B TELEPHONE-DATAECAL ITCH JA M o PL-3 P -3 \ / L 2 BJACK @ z �____- 12 E PL- - �, 1 1 h - L �� ° m o 123 E h _ / \ Q 111 P � PL-4 � � ' { � _ PL-3 ,.�., _-- - 123 J e o _ � z o _ I s 1 _ �� � _ 274 A FLAT PANEL TELEVISION a� � LLJ111 R Ol y o / \ o o e e r� U) 111 S o �. - 1 064 B 0 e 281 D CARD KEY ACCESS CONTROL HARDWARE CO J PL-3 ® _ ` i o E �- n 1 w 111 P ` 1 p o ❑❑ \ / i o 0 o e 0 0 0 e U� I 1 282 B VIDEO SURVEILLANCE MONITOR W 64 B `, \/ 064 B � i e o C-4 ocl 696 A PL-3 P -3 ®� 696 A 8 ALAR 2'-6" 3'-0" 3'-2" 1" »» 064 B 501 B MULTI -FUNCTION PRINTER - N.I.C. U) � ai z E 2 -8 2 -0 12'-Op' [2'-0" [2' -0 1 -8 2'- U) PL-3 512 V SHREDDER BIN - N.I.C. .�..+ a z a 600 A WALL BY VENDOR ^ ♦ C� ° -° 0 1 ELEVATION D W '= J 600 D TELLERLINE T •` 12.0 12A 12.0 12.0 12.0 12.0 12.0 cc 12.0 � ■- N o I 105 ELEVATION C 104 ELEVATION D ELEVATION B 122 ELEVATION B 621 A FASCIA 0 661 R CHECK WRITING COUNTER -N.I.C. O V E1 CASH ROOM TELLER LINE CONFERENCE ROOM 681 A SCHEDULED DOOR LCD SCALE: 1/4 = 1'-O" E4 SCALE: 1/4 = 1'-0" E9 SCALE: 1/4 = 1'-0° 810 A ALIGN SCHEDULED BASE 92 A SUPPORT BRACKET & DRAIN -PAN SHELF ° 064 B 964 D VALANCE TO HIDE UNDER -CABINET LIGHT o PL-3 964 J PLASTIC -LAMINATE -CLAD END PANEL 964 REMOVABLE PLASTIC -LAMINATE -CLAD WOOD ACCESS PANEL 964 J PL-3 EQ 12, EQ EQ EQ 02.0 � SCRIBE SCRIBE SCRIBE SCRIBE EQ » EQ GENERAL NOTES: 101 D 223 A 3'-0" 3'-0" 2'-7" 1'-7" SCRIBE 3'-0" 3 -0 SCRIBE 2 D 12.0 923 A 1. ALL CASEWORK IS TO BE PROVIDED BY THE GC THE GC IS TO PURCHASE THE FRONT 106 M I� -MIA TELLER LINE, THE CHECK DESK, SUNBURST AND OTHER SIMILAR ITEMS FROM A 3'-0"Lo, 2'-8" 3'-O ," I 064 B / \ / \ T/ \ / i SEPARATE CASEWORK VENDOR. THE GC IS TO PURCHASE ALL BACK OF HOUSE AND C 964 D PL-3 / \ \ 064 B RELATED CASEWORK ITEMS FROM A SEPARATE CASEWORK VENDOR. O O < / -6"I \ O1 i i _ 265 R / / PL-3 •� p 2• COORDINATE DIMENSIONS & LOCATIONS w/ BANK EQUIP. MANUF. N 101 N / L 11 " MIN. EAt\ \ ¢� BRAILLE 810 A \ \ N 123E \ / \ / \ / / 2 � � 082 N 3. PROVIDE CAM LOCKS AT BACK TELLER LINE SHRED BIN CABINET AND ALL CASH R00 CO \ PL-3 123E \ / / 123E SAFE DEPOSIT WORK ROOM AND PRINT ROOM MILLWORK DOORS AND DRAWERS. 'UNISEX" 04 / 1 LEA \ o ' �' f �i 106 R PL-3 PL-3 p RAILLE 224 "' co 097 L El r / \ \of = 2 m o \ o Q EQ xQ z _ 113 L x o \ 4. ALL FINISHED SPECIFIED IN PLAN AND ELEVATION TO OVERRIDE SECTIONS, REFER \ Un / e o 113 B / , """` 501 B A00.34 FOR FINISH SCHEDULE. Q W \ - ^ N / _ / 512 V U E 0 681 A \ 5. ALL WALLS TO BE PAINTED P-3, BASE TO BE TB-1, AND FLOOR TO / P6436 224 J 224 J BE T-2, U.N.O. REFER A00.34 FOR FINISH SCHEDULE. o 0 IN 113 A 3'-0" 2'-8" 3'-0" ,'° 064 B 696 A PL-3 064 CD E ¢ E o C 964 J 964 12.0 12.0 12.0 12.0 PL-3 12.0 p C o o PL-3 696 A p J J -I o ,2.0 12.0 12.0 12.0 TOILET ACCESSORIES SCHEDULE CO J 120 ITEM MFG. MODEL REMARKS 110 ELEVATION A 108 ELEVATION B 109 ELEVATION B ELEVATION C 121 ELEVATION B ELEVATION D >_ ¢ _ RESTROOM VESTIBULE BREAK ROOM 1 JANITOR RK ROOM PRINT ROOM SURFACE MOUNTED RECESSED PAPER OFOAM SOP DISPENSER WEL/ TRASH RECEPTARICK A. STAINLESS FINISH (-D ck!� CLE BOBRICK B-26637 TRIMLINE SERIES SATIN STAINLESS STEEL FINISH BOB B-3803, SATIN c � rn _ z SCALE: 1/4 - 1'-0" 3 SCALE: 1/4 - 1'-0" "" SCALE: 1/4 - 1'-0" @�L SCALE: 1/4 - 1'-0" CHANNEL FRAME MIRROR BOBRICK B-165 2436 BRIGHT -POLISHED STAINLESS STEEL FINISH N o0o N GRAB BAR, 36 LONG BOBRICK B-5806 SATIN STAINLESS STEEL GRAB BAR, 42" LONG BOBRICK B-5806 SATIN STAINLESS STEEL GRAB BAR, 18" LONG, VERTICAL BOBRICK B-5806 SATIN STAINLESS STEEL TOILET PAPER DISPENSER - SURFACE MTD. BOBRICK B-274 CAST -ALUMINUM SATIN FINISH SANITARY NAPKIN DISPOSAL BOBRICK B-254 WOMEN'S RR ONLY; SATIN FINISH STAINLESS STEEL o SINGLE ROBE HOOK BOBRICK B-671 48" AND 60" HEIGHTS PER DOOR HARDWARE SET; 1 BRIGHT POLISHED STAINLESS STEEL FINISH j RECESSED BABY CHANGING STATION KOALA KARE KB110-SSRE SATIN STAINLESS STEEL FINISH B RESTROOM SIGN - UNISEX EAGLESTONE OR EQ. 5306 WHITE ON BLACK 6"W X 9"H BRAILLE SIGN RESTROOM SIGN - WOMEN ACCESSIBLE EAGLESTONE OR EQ. 5304 WHITE ON BLACK 6"W X 9"H BRAILLE SIGN z 106 K RESTROOM SIGN - MEN ACCESSIBLE EAGLESTONE OR EQ. 5302 WHITE ON BLACK 6"W X 9"H BRAILLE SIGN 1-0 j EQ EQ SIGN -EXIT EAGLESTONE OR EQ. WHITE ON BLACK 2"W X 8"H BRAILLE SIGN INSTALLED VERTICALLY C3 C2 » 2 \ 681 A ON STOREFRONT MULLION 3 -4 3 _0" \ 106 SIGN - EMERGENCY EXIT ONLY EAGLESTONE OR EQ. WHITE ON BLACK 9"W X CH BRAILLE SIGN 0 MCI- 10, 106 G 10 P / o ° =-71 7 TOED- 3'-6" 1'-0" ,'_0 \ \ = N 285 A , N 123 J 106 J MIN J 224 D - \ o / 106 C \ e /� z z 0- $ / \ 1 -g \ W w 273 C 266 A 262 D Q ocn F J / ^_ o Y o 2 8 6 1 270 B 104 F °a° - L 093 A `� \ / 1 i m °' 283 D 266 B 104 E / \ 101 N 101 N \ I "' _ 1 0 �/ 1 I 106 U / "' "' >� >� / "EXIT" "EMERGNCY \ N N 1 N 224 A 1 N / o o N - / \ f BRAILLE EXIT i. \ 696 696 A "' N 1 g - o ONLY Z 1 ' - BRAILLE �- g s 696 A 2'-6" 2'-0" SCRIBE 106 B 8 696 A 696 A o _ 8 0 0 0 `� \\ \ / / EQ EQ `� / / I co w w Co C14 CI_ 1 - m o a w z O 125 ELEVATION D 111 ELEVATION A ELEVATION B ELEVATION C ELEVATION D 270 B �°Jo v N¢ o Al COUPON BOOTH A2 WOM N'S TOILET ROOM 1 BOTTOM OF REFLECTIVE SURFACE A7 MOUNTING HEIGHTS 266 A A9 EXIT SIGNS w z CO o SCALE: 1/4 = 1'-0" SCALE: 1/4 = 1 -0 112 MEN S TOILET ROOM OPP 2 FLUSH LEVER MOUNTED ON OPEN SIDE SCALE: 1/4 - 1 -0 CV r- M Q o N o N 1 2 3 4 5 6 7 8 9 10 11 12 sheet no. THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF SUNTRUST BANKS, INC. NO REPRODUCTION, REVISIONS OR INTERIOR ELEVATIONS REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION, ALL RIGHTS RESERVED. SCALE: AS NOTED Al 1.01 I F cn F- W z Q W I- z E Q 0 O a L 0 c 0 6 D U Q / 0 U c- c C- V) 0 Ln 0 0 o C 0 0 0- / V) c- Q N N U) c 0 11) 01 / B a� 0 N / E Q Ln Ln r� - A C) 00 0 N 0 Q _ 1 1 1 2 1 3 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF SUNTRUST BANKS, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. n PIVOT DOOR & EED/INE�G 2DOOR JAMB4@IAZINGLE:GI/ JAMB REF:03 I� o� II 1 I f - — — — — — — — — — — — - A6 PARTIAL FLOOR PLAN' scA�.e. aia' - r_o�. 00 I N N W > w I q- d- 0 z w w C� z Q LLJ N Q Ln 1 N I i� z w N Q�_ ::D > w 7 c3i 0 =o SCALE: 3/4" = 1'-O" T REF: 05,09 An 1 ru \ I IllL_ i L-\. SCALE: 3/4" = 1'-0" 8 9 REF:01 REF:07 10 KEYNOTES FO _61­01 DIMENSIONAL LUMBER 064 B PLASTIC -LAMINATE -CLAD ARCHITECTURAL CABINET 082 L COUNTERTOP GROMMIT O83 ­CJ SLIDING GLASS DOOR 084 C ALL -GLASS STOREFRONT 084 D ALL -GLASS ENTRANCE 087 K WALL MOUNT STRIKE FOR SLIDING DOOR; WALL BASE TO STOP ON EITHER SIDE OF STRIKE F09-201 METAL FURRING 7/8" U.N.O. 092 F NON-STRUCTURAL METAL STUD FRAMING 092 T GYPSUM BOARD 5/8" U.N.O. 111 R NIGHT DEPOSITORY 111 ­Yl TELLER CONNECT MACHINE R-2-3—El PLASTIC -LAMINATE -CLAD COUNTERTOP 123 J SOLID SURFACING COUNTERTOP 274 A FLAT -SCREEN TELEVISION 600 C FEATURE WALL 651 C STRUCTURAL STEEL COLUMN 692 ­01 SCHEDULED PARTITION 810 Z ALIGN WITH PARTITION BEYOND 996 D 1"Ox2" DEEP HOLE FOR DUST -PROOF STRIKE INSTALLED IN SLAB 996E 4" WIDE DOOR GUIDE AT FLOOR 0) U c c � M ■ cp M N CO 4 r o r- m O 0o 0 A 1 . , T Vi vI M L 131 0al) W M 'C 0 cm,) o @� O c p p U C Coo) ■ FL _ @ W L A♦ d u W E m_ @ 06 L @ Q cc L � � r n z U`' Q @ U L T yQ T � U LL 0 u L Q _N CD O O) •� O N� I11 v m o C- w E U = a 0 0 0 cl,o ¢ E E 0 m J o 0 T = m N w 0�0 W (/) N r— N 0 a U Q) Q) 0 0 Ld wo m �oO:f oL�o C� CL w �E cn w Z a o o 1 c-4 11 1 12 ' sheet no. INTERIOR PLAN DETAILS A 11 SCALE: AS NOTED .11 KEYNOTES 112 N 8'-2" 059 A METAL SUPPORT BRACKET RAKKS EH-1824, CLEAR ANODIZED 112 P 092 T 092 F 092 T 060 C PRESERVATIVE -TREATED DIMENSIONAL LUMBER 061 PLYWOOD SHEATHING EMU 964 R 092 F 810 A 3 5/8"@16"O.C. 810 A 061 D DIMENSIONAL LUMBER 964 R 3 5/8 @16 O.C. 2'-0" N 062 B PREFINISHED HARDBOARD PANELING H 060 C 092 T `'4 072 B BATTHINSULATIONOOD BOARD 964 092 T 123E 082 A 2'_0° 112 L 092 F, 092 T Q 964 H PER ELEVATION 3 5/8 016 O.C. 810 A 274 A 081 B HOLLOW METAL FRAME BOX DRAWER PLAN 092 F 082 A CABINET DOOR/DRAWER PULL 112 M 274 A 082 D PULL OUT DRAWER -9" 964 R 2 1/2 ®16 O.C. 082 E CABINET LOCK 0 1/2° 092 T N � 061 D 2 082 F ADJUSTABLE SHELF STANDARDS i 112 L BRACKET DETAIL ¢ 082 N ADJUSTABLE SHELF & BRACKETS -cyz N 964 F 274 A 083 A 8" x 8" ACCESS DOOR - CENDREX EDG-GYP 082 A 964 R W 964 H 21/2"@16"O.C. 996 G ; 996 G z 083 C ALL -GLASS DOOR �tl 084 C ALL -GLASS INTERIOR STOREFRONT 964 H 964 R 3/4 087 D THRESHOLD 112 P z w 061 D Or 087 POCKET DOOR TRACK 062 B 964 H �Zrr ' N 087 T SLIDING DOOR TRACK G 2 696 08 A -o. 964 R 996 G = 092 F NON-STRUCTURAL METAL STUD FRAMING PER ELEVATION M FILE DRAWER PLAN 1/4rr FACE DETAL i 061" 092 T GYPSUM BOARD 5/8" U.N.Q. N 1 /2 093 A CERAMIC TILE LEGAL & LETTER DIMENSIONS TO COORDINATE W/ PENDAFLEX RE -RETARDANT 094 L SCHLUTER SCHIENE TILE EDGE STRIP N N HANGING FILE SYSTEM 061 D 098 B BATT INSULATIONcn MICROWAVE CABINET TELLER DRAWER TELLER DRAWER 099 B INTERIOR PAINT G1 BREAK ROOM G2 DIVIDER DETAIL G3 IECTIONS l-1 AUTOMATIC TELLER MACHINE - N.I.C.SCALE: 3/4"=1'-O"REF: 03B/Al2.04 SCALE: 3/4" = 1'-0" 09/Al2.04 LE: 1 1/2" = 1'-0" REF: 09 0/6_1 7y" 0/6�„ 111 R NIGHT DEPOSITORY - N.I.C. FIRE -RETARDANT 2 V.I.F. N FIRE -RETARDANT �4" 111 Y TELLER CONNECT -N.I.C. 092 F I.. I F 112 L HANGING FILE DRAWER INSERTS 6 N 5'-3" 092 F N 3'-O" 12 M FIXED FILE BRACKET '011'-0" 4'- 0 T.O. R.O. 112 N REMOVABLE 1/8"-THICK ACRYLIC DIVIDER - 4 PER DRAWER 0) V 6" U.N.O. 7rr 6" 112 P BINNING STRIPS 08r J F1 _ D 092 T 113 MICROWAVE OVEN 0 2 T 092 T 123 E PLASTIC -LAMINATE -CLAD COUNTERTOP — M 266 281 9 F 1'-6" 092 F 123 J SOLID SURFACING COUNTERTOP - N.I.C. � � 00 N CO 01 1'-6" 696 A 124 J RUBBERMAID LARGE WASTEBASKET MODEL# 2957; Q o 3-5/8" 092 F 693 A 092 F COLOR:BLACK; SIZE OF UNIT: 15 1/4"D X 11'W X 19 7/8"H v 1 -6 692 6'®16 O.C. 6 @16 O.C. 00 F1 2-4-01 FLOOR MAT AND FRAME Q cr N 224 K STAINLESS STEEL SINK r A SCREEN DISPLAY SCREEN DISPLAY � °°M 062 B � 265 RUNDER-CABINET LIGHT FIXTURE � �` "' •°' p82 F 964 F T SECTION F6 C�LETELLERS p F8 SCREEN DISPLAY LOBBY Fg �LECONFERENCE 266 D ELECTRICAL JUNCTION BOX � 0 0 / / / 266 G PROVIDE CUTOUT AT BACK PANEL TO ACCESS SCHEDULED OUTLET DEVICE .� N 964 F 1 -6" 274 A FLAT PANEL TELEVISION o _ :L w N 0$2 F 082 F N 082 092 F 28 D KEYPAD ACCESS CONTROL HARDWARE . = L�- m 062 BY VENDOR O_ 964 F 964 3-5/8 n 1 E w 964 H m a m 681p--Al WALL A SCHEDULED LED DOOR V/ co ... � 092 F T-�� L 82 A 4 H 9 4 6„ 692 B GYPSUM BOARD ASSEMBLY aa)i U 0 � 964 D 082 A 082 281 D O 2'-0" 693 A SCHEDULED FLOOR 0� a J 265 R 964 D 964 083 A 695 A SCHEDULED CEILING C N N E PL-3 2 5 R 26 099 B"R.O. 265 R 696 A SCHEDULED BASE MATCH REFER TO 764 F PLASTIC -LAMINATE -CLAD WOOD DOOR FRAME ^, V N ADJACENT ELECTRICAL 810 A ALIGN 1�y SHEETS T S < PLAN 955 B ALUMINUM BREAK -METAL TO MATCH STOREFRONT — r S 2 WALL CABINET @ WALL CABINET @ WALL CABINET @ WALL CABINET @ KEYPAD MILLWORK 964 C PLASTIC LAMINATE ON INTERIOR SIDES &BACK 0 v N " (B-PREAK ROOM E2 CASH ROOM �T�NTROOM E4 PRINT ROOM EACCESS PANEL E9 UNDERCABINET LIGHT 964 D VALANCE TO HIDE UNDER -CABINET LIGHT LALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 1 1/2"=1'-0"REF:09/Al2.05 SCALE: 1 1/2" = 1'-0" REF: 08/12.05 964 F PLASTIC -LAMINATE -CLAD WOOD SHELF PANELS 082 F 082 F 964 H PLASTIC -LAMINATE CLAD DOOR/DRAWER FACE 964 F 964 F 964 REMOVABLE PLASTIC -LAMINATE -CLAD WOOD ACCESS PANEL 9 4 H 964 H 964 R MELAMINE -CLAD DRAWER SIDES BACK CENTER & BOTTOM 966 B GROMMETED WIRING HOLE 082 A 972 C NEOPRENE GASKET _ 082 A �F I 992E DIAGONAL STUD BRACING TO STRUCTURE/DECK 1Y 00 996 D 1" 0 X 2" DEEP HOLE FOR DUSTPROOF STRIKES INSTALLED IN SLAB (BOLT EXTENDED) 1 -6 2'-0" 996 G POWER AND DATA FOR MONITOR; COORDINATE LOCATION WITH ELECTRICAL D 2'-0" 123 J 2 -p 123 J 2 -0 123 J AT CASH ROOM 7T a - SS-1 F SS-1 _ SS-1 123E 2 -0 1,-6,r L \ `� `� 123E 10 AT WORKROOM 966 B GENERAL NOTES o 0 123E II PROVIDE FIRE RESISTANT WOOD BLOCKING IN WALL TO SUPPORT ALL MILLWORK N � 0 82 E 082 1)I 082 A 082 A 082 A AS REQUIRED. � p82 D _ _ 2 TOE KICK AT ALL MILLWORK TO BE 4" HIGH X 3" DEEP U.N.O. 2 062 B 062 B 059 A ) r- 0611 p N 964 H o 36"O.C., i ^ i 082 N 3). REFER TO INTERIOR ELEVATIONS FOR EXTENT OF MILLWORK DOORS AND DRAWERS 064E 082 A MAX TO HAVE LOCKS. 082 D N N 060 C 082 F 4). PROVIDE FIRE RESISTANT WOOD BLOCKING IN WALL TO SUPPORT ALL MILLWORK C3 1'-4" N N �;, 964 F N AS REQUIRED. U 964 F o 112 L 082 F 5). REFER TO INTERIOR ELEVATIONS FOR EXTENT OF MILLWORK DOORS AND DRAWERS 0 082 F ``' 964 H 964 H TO HAVE LOCKS. o 0 964 H 696 A 696 A 696 A 'PEA o 0 C 696 A d 3" 060 C 3" 060 C 696 A 696 A o 0 1 x4 CONT. 1 x4 CONT. 00 996 C 996 C & 2X4" & 2X4" 3 060 C 3 060 C J p j 062 B 060 C 062 B 060 C ® ENDS ® ENDS 1 x4 CONT. 1x4 CONT. -.-� 2 m cfS COUPON BOOTH COUPON BOOTH COUPON BOOTH COUNTER Q COUNTER @ CABINET Q ®ENDS CABINET Q ®ENDS COUNTER BASE CABINET P�P��I�E% CAPRINT ROOM CASH ROOM KNEE SPACE Q WORK ROOM CASH ROOM JANITOR CLOSET _ SCALE: 3/4" = 1'-O"SCALE: 3/4" = 1'-0" 10/Al2.05 �� /= /Al2.05 �� SCALE: 3/4" = 1'-0" V SCALE: 3/4" = 1'-0" �� SCALE: 3/4" = 1'-0" C8 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" 1 O SCALE: 3/4" = 1'-0" w 00 w N Cn IV � ry 0 .2 0 061 A Q B P -3 PL-3 2'-4" 1016. PL-3 >� 2'-0" 060 C 2'-4" 2'-4" 2» 2'_p" 2 -0 2 4 K 2 -4 966 B 966 B o 10 123E 12 E 1 3 E 123E 123 E 123 _ 123E N 964 H 082 A 266 G _ 082 A "' 124 K 966 B 082 A 7„ 11 082 A1 -1 F 964 H 082 A 123 E 062 B 964 062 062 B 062 062 B 082 E 964 F o �' o 0 0 o _0 964 F 082 A N CV N 08 A N " 124 J 062 B 964 F 964 F 082E 082 F 964 H 0$2 F 082 A 964 H 964 H 10 062 B 964 H 082 D 964 F N_ z Ole r= o -EH:A 696 A j 964 H 964 696 A 964 H "' 696 A A 060 C 696 A 060 C 696 A 96 A 060 C 696 A ° m o 3" 1x4 CONT. 3" x4 CONT. 3rr 060 C 3" 060 C 3" 060 C o M w O � z & 2X4" & 2X4" 1x4 CONT. 1x4 CONT. 1x4 CONT. a o 3t o & 2X4' & 2X4' & 2X4 m o rn N ®ENDS ADA SINK ® MICROWAVE CABINET TELLER ENDS TELLER TELLER TELLER TELLER °' _ `� cm � ENDS � END � ENDS -o �, N ¢ o _ A3 BASE CABINET A4 pREAK ROOM A5 BREAKROOM A6 BACK COUNTER A7 BACK COUNTER A8 BACK COUNTER AOB CK COUNTER A10 BACK COUNTERCIE " r " " , " n u » r n C..) Z m o SCALE: 3/4 = 1 -0 ALE: 3/4 - 1 -0 SCALE: 3/4 - 1 -0 SCALE: 3/4 - 1 -0 SCALE: 3/4 = 1 -0 SCALE: 3/4 = 1 -0 : 3/4 =1 -O REF: 05/Al2.04 SCALE: 3/4 = 1'-0" -�' o Q N r- d o N o N 1 2 3 4 5 6 7 8 9 10 11 12 sheet no. THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF SUNTRUST BANKS, INC. NO REPRODUCTION, REVISIONS OR MILLWORK DETAILS REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. SCALE: AS NOTED Al 2.03 H A a� 0 0 D v v Q U) a co 0 Ln O O 4 o C n O O a_ / E Q N co O O Q0 / B a� Q0 O N / n I NOTE: DIMENSIONS MEASURE ROUGH OPENING OF EQUIPMENT. GC AND SIGNAGE VENDOR TO CONFIRM WITH EQUIPMENT CUTSHEETS. REFER TO INTERIOR ELEVATION FOR ADDITIONAL DIMENSIONS, 2 1 /2"@16"O.C. z 692 B w o� o= � Cy 600 A 0°- I w 111 Y Li it W I s 1 I I I � Or I i C o °- _ Or Or -C-4 N � I t I I I r-- I a ? a 0 O 9 � a � wC3 1 - �w f C) � cy fV f r I I N \ `" ! I 3 w ! I w N ncl 01 lr)rl Q SECTION AT SECTION AT @A- FlUTOMATIC TELLER MACHINE F2 NIGHT DEPC SCALE: 3/4" = 1'-O" REF: 1O/Al2.01 SCALE: 3/4" = 1'-0" r " 20'-0" 2'-0" — --------- 10'-0" 5'-0" " N 2'-0" 2'-0" 219. 2'-4" 2'-4" a, I Al JVIVUVI\JI ULI/'\IL SCALE: 1/4" = 1'-O" REF: 08/Al2.02 SECTION AT c I LLLLI\ liVl) REF: 04/Al2.01 r SCALE: 3/4" = l'-O" A 3 CEILIN LINE N —CEILING LINE rn A4`)VIVUVI\J I SCALE: 1/2"=1'-O" REF: 03/Al2.01 A KEYNOTES 033 A CAST -IN -PLACE CONCRETE 038 B CONCRETE SEALED FINISH F0_5_1_­Vl METAL CHANNEL MT-2 061 B WOOD SHIM 061 D DIMENSIONAL LUMBER F0_6_l_7Q PLYWOOD SHEATHING 064E PLASTIC -LAMINATE-CLAD WOOD PANELING 068 L ACRYLIC PANEL AC-1 079 M SEALANT 087 D THRESHOLD FO _87­Wl SWEEP 092 F NON-STRUCTURAL METAL STUD FRAMING 092 T GYPSUM BOARD 5/8" U.N.O. 093 A CERAMIC TILE 094E CARPET/CERAMIC TILE JOINER 094 H SCHLUTER RENO-U TRANSITION STRIP - �" MAX 094 N CERAMIC TILE TRANSITION STRIP: SCHLUTER SCHIENE - 1/4" MAX. F0_9_4_­Pl GROUT JOINT O94 T SCHLUTER JOLLY TOP TRIM 094 U LVT/CONCRETE TRANSITION STRIP 094 ­Vl LVT/VCT TRANSITION STRIP 094 Z SCHLUTER SCHIENE TILE EDGE STRIP 096 A SHEET CARPETING 096 S RESILIENT SHEET FLOORING O96 U RESILIENT TILE FLOORING 097 Ll FIBERGLASS -REINFORCED -PLASTIC PANEL 106 G FRAMED MIRROR 101 R NIGHT DEPOSITORY - N.I.C. 111 AUTOMATIC TELLER MACHINE - N.I.C. l-l- T 7Y V@I1 f-ROI D3WCT- -TANID.US - MODEL: ABRASIVE ACTION II 02578, COLOR: CHARCOAL, 121 Z SU$FRAY9100, SIZE: BROADLOOM 6'X6' POWERBOND 124 035 F SEE NOTE #1 993 D 221 T LINEAR DRAIN ;CARPET 265 Z LIGHT ART LA2 FIXTURE 266 E ELECTRICAL FLOOR BOX 038 B 274 A FLAT PANEL TELEVISION 600 A WALL BY VENDOR LVT/VCT / 681 A SCHEDULED DOOR Q TRANSITION RAMIC TILE 693 A SCHEDULED AR OORSEMBLY F8 SCALE: 1 1/2"=l'-0"REF: G/Al2.03E: 1 1/2"=1'-0"REF: B/Al2.03 696 A SCHEDULED BASE 793 7A COVE TILE BASE 681 A 681 A 094 H 681 A 810 A ALIGN 094 U 093 A 8 0 A 094 N 966E FLOOR COVER 096 U 810 A 096 U 993 C I 093 A 993 C CEMENTITUOS MORTAR 993 F 993 D 093 A 993 C 993 D CRACK SUPPRESSION & WATER PROOFING MEMBRANE 810 A 993 D 993 F MEMI IFIIDCOGEHIR98 WMIDE1AMRER - PROVIDE BLOCKING AS REQUIRED 038 B NOTE: 993 Z GAP FOR FLOOR VARIATION IN FIELD 1) AT OFFICES AND CASED OPENINGS, ALIGN 995 7S 033 A FACE OF TILE TRANSITION STRIP WITH OUTSIDE 996 G POWER AND DATA FOR MONITOR; COORDINATE LOCATION WITH ELECTRICAL FACE OF STOREFRONT SYSTEM / WALL. REFER 997 I WAINSCOT TOP EDGE TRIM (M370 WHITE) TO FINISH PLAN. 997 M INSIDE CORNER (M350 WHITE) SEE NOTE #2 LVT/CONCRETE LVT/CERAMIC TILE CERAMIC TILE 997 N VERTICAL TRIM "H" JOINT DIVISION (M365 WHITE) tFLOOR, MAT Q TRANSITION TR���'JPTN TRANSITION 997 P OUTSIDE CORNER (M360 WHITE) E7 E: 12" = MATT DET. A EU SCALE: 1 1/2"=1'-0"REF: F/Al2.03 E9 SCAL'-0"REF: E/Al2.03 E10 SCALE: 1 1/2"=1'-0"REF: D/Al2.03 999 PAINT EDGES OF PLYWOOD FLAT BLACK 3/4 PLYWOOD TEMPLATE, TO BE MOUNTED TO FRAMING (BY GC) FRAMING/BLOCKING — BY G.C. TEMPLATE PROVIDED — BY CBBE w 0 CD S -RAMP 1 6 LroTER REND 999 CN 061 810 A 093 A VOCKING SECTION AT D9 E—�� ROC1/2"=1'-0" 02/Al2.03 gm 11,0,11 [IBM, RESTROOM FLOOR Z A8 WALL T2LE DTRAN S2 0" N / / SECTION 997 M 997 N �II 997 P �!I PLAN VIEWS GENERAL NOTES: 1) MODEL NUMBERS ARE MARLITE. 2) FOLLOW ALL INSTALLATION INSTRUCTIONS INCLUDED WITH TRIM. 3) INSTALLED WITH "MARLITE BRAND FRP ADHESIVE" (C-551) AND "MARLITE CLEAR SILICONE SEALANT" (MS250) FOR THE BASE MOLDING. 139 l 1\F VYr%LL F I SCALE: 1 1 /2" = 1'-0" REF: 04/Al2.03 CERAMIC TILE Z SFOOR BOX INSTALLATION CALLE: REF: 01/Al2.03 GENERAL NOTES 1. AT OFFICES AND CASED OPENINGS, ALIGN FACE OF TILE TRANSITION STRIP WITH OUTSIDE FACE OF STOREFRONT SYSTEM / WALL. REFER TO FINISH PLAN. 2. CONNECT TRENCH DRAIN TO CANOPY STORM WATER TIE-IN. 0) U C � M M N N ai � T I roll m o rn U 1 w` ('W] MNQ Tl:TQ n C? d' V i ^ M p> L 8 D a Q M M O L ,� o C �_ L p U C ■ cpCCUcLo A+ a W E co � < L 05 W a� . -4t CO co 0� � L m�a V U co - i O 0 •0 0 I m 0- W E U = 0 O o � o �E Cn ¢ E o M W Q Li U (D { = m C/7 J J F— _ C 0- rn =3 W 00 (� IV rl- N 0 .Q U N v 1- o � N m o c O O w o w O = z O z U M �^r� CD ¢ m N 11 O) Ct O N O N 1 12 1 3 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF SUNTRUST BANKS, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. 8 1 9 1 10 1 11 1 12 1 sheet no. FLOOR & FINISH DETAILS Al 2.04 SCALE: AS NOTED 1■s¢iaYrgaRtW,tFa'reai ;:: v�,gr�2�iRi��avld�a�:[,:n�F161.ta4gMsfG�Y.�}&- 'i�e_ti:h}d: +hk:�P*.AP�',471741L'�I ..st.. .._.r.: ..•i •,••-., 114VAtrAS!e S4+i'3t� � � .ii�'�i W56s{' _ ��.ki1. H G F E D C GENERAL NOTES MISCELLANEOUS 1. THE STRUCTURAL SYSTEM IS UNSTABLE UNTIL ALL CONNECTIONS HAVE BEEN MADE AND ALL CONCRETE HAS REACHED ITS MINIMUM DESIGN STRENGTH, AS SHOWN IN THE STRUCTURAL DOCUMENTS. 2. CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION TO ENSURE THE SAFETY OF THE BUILDING UNTIL STRUCTURAL SYSTEM IS COMPLETED. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, SHORING, GUYS OR TIE -DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. 3. CONTRACTOR TO SUPPORT, BRACE AND SECURE EXISTING STRUCTURE AS REQUIRED. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING CONSTRUCTION. 4. APPLICABLE BUILDING CODE: 5TH EDITION (2014) FLORIDA BUILDING CODE. 5, GRAVITY DESIGN LOADS: SUPERIMPOSED TOTAL AREA LIVE LOAD DEAD LOAD ROOF 20 PSF 25 PSF 6. WIND DESIGN CRITERIA: ULTIMATE WIND SPEED: VULT = 137 MPH (3 SECOND GUST) EQUIVALENT NOMINAL BASIC WIND SPEED VASD = 106 MPH (3 SECOND GUST) RISK CATEGORY = 11 EXPOSURE CATEGORY = C ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT, GCP1= +/-0.18 7. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REFERENCED BUILDING CODE. 8. COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. DO NOT SCALE DRAWINGS. 9. CONTACT ENGINEER WITH ANY QUESTIONS OR DISCREPANCIES FOUND ON DRAWINGS. 10. SECTIONS AND DETAILS ARE REFERENCED IN TYPICAL LOCATIONS BUT ALSO APPLY TO ALL OTHER SIMILAR CONDITIONS. 11. CONTRACTOR TO VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS, AND CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. 12. SUBMIT SHOP DRAWINGS AS REQUIRED HEREIN. ALLOW FOR TWO WEEKS REVIEW TIME AFTER RECEIPT OF SUBMITTALS BY THIS FIRM. ALL SUBMITTALS SHALL BE CHECKED AND SIGNED BY THE GENERAL CONTRACTOR AND SIGNED/SEALED BY THE DELEGATED ENGINEER, WHERE SPECIFIED HEREIN. 13, CONTRACTOR SHALL NOT BE RELIEVED FROM RESPONSIBILITY FOR ERRORS OR OMISSIONS IN SHOP DRAWINGS OR MIX DESIGNS BY THE ENGINEER'S REVIEW THEREOF. 14. ANY CHANGES TO THE STRUCTURE SHALL HAVE BEEN REVIEWED AND APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMMENCING WORK ON ITEMS AFFECTED. 15. CONTRACTOR SHALL NOTIFY THIS OFFICE WHEN THE STRUCTURAL SYSTEM IS SUBSTANTIALLY COMPLETED, AND BEFORE SHEATHING, CEILINGS, OR ROOFING IS INSTALLED. GLAZED CURTAIN WALL, STOREFRONT, WINDOW AND DOOR SYSTEMS 1. EXTERIOR GLAZED OPENINGS SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRINCIPLES AND GOVERNING CODES. 2. THIS BUILDING HAS BEEN DESIGNED AS "ENCLOSED". REFER TO THE STRUCTURAL DRAWINGS FOR COMPONENTS AND CLADDING MINIMUM DESIGN WIND PRESSURES. 3. IF THIS SITE IS LOCATED WITHIN A WIND BORNE DEBRIS REGION, AS SHOWN IN FIGURE 1609 OF THE FLORIDA BUILDING CODE, ALL EXTERIOR GLAZED OPENINGS SHALL BE DESIGNED AND TESTED FOR MISSILE IMPACT OR PROTECTED BY APPROVED SCREENS OR SHUTTERS. 4, A LICENSED PROFESSIONAL ENGINEER SHALL DESIGN THE EXTERIOR GLAZED SYSTEMS, SHOP DRAWINGS, AND OVERSEE ANY LOAD TESTING. 5. SIGNED AND SEALED SHOP DRAWINGS, NOTICE OF ACCEPTANCE (NOA), OR FLORIDA PRODUCT APPROVAL DOCUMENTATION SHALL BE SUBMITTED IN ACCORDANCE WITH THE ARCHITECT'S REQUIREMENTS. DELEGATED ENGINEER 1. WHERE NOTED HEREIN, A LICENSED PROFESSIONAL (DELEGATED) ENGINEER SHALL BE RETAINED TO DESIGN THE PRODUCT OR ASSEMBLY. 2. THE DELEGATED ENGINEER SHALL BE EXPERIENCED IN THE DESIGN OF THE REFERENCED PRODUCT OR ASSEMBLY. 3. THE DELEGATED ENGINEER MUST BE PROVIDED WITH A COPY OF THESE DRAWINGS AND SPECIFICATIONS. 4. IT IS THE DELEGATED ENGINEER'S RESPONSIBILITY TO REVIEW THE ENGINEER OF RECORD'S WRITTEN ENGINEERING REQUIREMENTS AND AUTHORIZATION FOR THE DELEGATED ENGINEERING DOCUMENT TO DETERMINE THE APPROPRIATE SCOPE OF ENGINEERING. 5. THE DELEGATED ENGINEERING DOCUMENT SHALL COMPLY WITH THE WRITTEN ENGINEERING REQUIREMENTS RECEIVED FROM THE ENGINEER OF RECORD. THEY SHALL INCLUDE THE PROJECT IDENTIFICATION AND THE CRITERIA USED AS A BASIS FOR ITS PREPARATION. IF A DELEGATED ENGINEER DETERMINES THERE ARE DETAILS, FEATURES OR UNANTICIPATED PROJECT LIMITS WHICH CONFLICT WITH THE WRITTEN ENGINEERING REQUIREMENTS PROVIDED BY THE ENGINEER OF RECORD, THE DELEGATED ENGINEER SHALL TIMELY CONTACT THE ENGINEER OF RECORD FOR RESOLUTION OF CONFLICTS. 6. THE DELEGATED ENGINEER SHALL FORWARD THE DELEGATED ENGINEERING DOCUMENT TO THE ENGINEER OF RECORD FOR REVIEW. ALL FINAL DELEGATED ENGINEERING DOCUMENTS REQUIRE THE IMPRESSED SEAL AND SIGNATURE OF THE DELEGATED ENGINEER AND INCLUDE: A) DRAWINGS INTRODUCING ENGINEERING INPUT SUCH AS DEFINING THE CONFIGURATION OR STRUCTURAL CAPACITY OF STRUCTURAL COMPONENTS AND/OR THEIR ASSEMBLY INTO STRUCTURAL SYSTEMS. B) CALCULATIONS. 1. A SUBSURFACE INVESTIGATION HAS BEEN COMPLETED AT THE PROJECT SITE BY UNIVERSAL ENGINEERING SCIENCES. SOIL BORING LOGS AND SITE PREPARATION PROCEDURES ARE INCLUDED IN THE PROJECT SOILS REPORT NO. 0830.1600123 DATED MAY 22, 2016, WHICH IS AN INTEGRAL PART OF THESE CONTRACT DOCUMENTS. 2. SITE WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SOILS REPORT. 3. CONTRACTOR SHALL REVIEW THE SOILS REPORT AND VERIFY THAT TEST BORINGS HAVE BEEN DONE UNDER ALL BUILDINGS) PRIOR TO BEGINNING EARTHWORK. 4. INFORMATION FROM GEOTECHNICAL REPORT: A) DESIGN SOIL BEARING PRESSURE = 2500 PSF. B) ESTIMATED MAXIMUM SETTLEMENT = 1 INCH. C) ESTIMATED DIFFERENTIAL SETTLEMENT = 1/2 INCH. 5. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING MINIMUM TESTS. REFER TO SOILS REPORT FOR ANY ADDITIONAL TESTING. A) ONE DENSITY TEST FOR EACH 2,000 SQUARE FEET OF COMPACTED SUBGRADE AND COMPACTED FILL. B) ONE DENSITY TEST AT EACH COLUMN FOOTING. C) ONE DENSITY TEST PER 50 FEET OF WALL FOOTING. 6. ONE COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO OWNER, ARCHITECT, STRUCTURAL ENGINEER, AND GENERAL CONTRACTOR. 7. FOUNDATION WALLS THAT RETAIN EARTH SHALL BE BRACED AGAINST BACKFILLING PRESSURES UNTIL FLOOR SLABS AT TOP AND BOTTOM ARE IN PLACE. 8. THE SIDES OF FOOTINGS MAY BE EARTH -FORMED IF THE EXCAVATION CAN BE KEPT VERTICAL, CLEAN, AND STABLE, OTHERWISE, PLYWOOD FORMS MUST BE USED. 9. EXERCISE CARE WHEN COMPACTING NEAR ADJACENT STRUCTURES. FOLLOW THE RECOMMENDATIONS IN THE SOILS REPORT AND DOCUMENT EXISTING CONDITIONS WITH PHOTOGRAPHS PRIOR TO STARTING WORK. 10. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUND UTILITY LINES, TANKS, ETC. WITHIN THE CONSTRUCTION AREA AND RELOCATE THEM AS DIRECTED BY THE CIVIL ENGINEER. CAST IN PLACE CONCRETE 1. ALL CAST -IN -PLACE CONCRETE WORK INCLUDES REINFORCING STEEL AND RELATED WORK SHOWN INCLUDING FORMWORK, SETTING ANCHOR BOLTS, PLATES, FRAMES, DOWELS FOR MASONRY OR OTHER ITEMS EMBEDDED IN CONCRETE. 2. APPLICABLE STANDARDS ACI NUMBER TITLE 117 STANDARD SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION 226 GROUND GRANULATED BLAST -FURNACE SLAG 301 STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS 302 GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION 304 GUIDE FOR MEASURING MIXING, TRANSPORTING AND PLACING CONCRETE 304.2R PLACING CONCRETE BY PUMPING METHODS. 305R HOT WEATHER CONCRETING 306R COLD WEATHER CONCRETING 308 STANDARD PRACTICE FOR CURING CONCRETE 309R GUIDE FOR CONSOLIDATION OF CONCRETE 315 MANUAL OF STANDARD PRACTICE FOR DETAILING CONCRETE STRUCTURES 318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE 347 RECOMMENDED PRACTICE FOR CONCRETE FORMWORK CRSI NUMBERTITLE 63 RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS 3. CONCRETE MATERIALS A) PORTLAND CEMENT - ASTM C 150, TYPE I B) AGGREGATES - NORMAL WEIGHT CONCRETE, COARSE AND FINE, ASTM C33. STRUCTURAL LIGHT WEIGHT ASTM C330. C) AIR -ENTRAINING - ASTM C260 D) WATER REDUCING - ASTM C494, TYPE A E) WATER - FRESH, CLEAN AND POTABLE F) NO ACCELERATORS, RETARDERS OR ADMIXTURES CONTAINING CHLORIDES WILL BE PERMITTED G) FLY -ASH - ASTM C618, CLASS F, 20% MAXIMUM OF CEMENTITIOUS MATERIAL BY WEIGHT. DO NOT USE FOR EXPOSED SLABS OR ARCHITECTURAL CONCRETE. H) SUPER PLASTICIZER - ASTM C494, TYPE F OR G, WHERE AUTHORIZED BY THE ENGINEER. 1) GROUND GRANULATED BLAST -FURNACE SLAG CEMENT - ASTM C989, 50% MAXIMUM BY WEIGHT. J) MAXIMUM AGGREGATE SIZE - FOOTINGS = #57, OTHERS #67 4. REINFORCING MATERIALS A) DEFORMED BARS - ASTM A615, GRADE 60 B) SMOOTH DOWELS - ASTM A615, PLAIN BARS, MINIMUM YIELD STRENGTH OF 60,000 PSI. C) CORROSION RESISTANT UNCOATED STEEL (MMFX-2) - ASTM A615, GRADE 75 AND ASTM A1035 LOW -CARBON (8% MINIMUM) CHROMIUM BY MMFX OR EQUAL. D) WELDED WIRE FABRIC - ASTM A185, PLAIN WIRE FABRIC IN FLAT SHEETS ONLY. E) ACCESSORIES TO CONFORM TO ACI 315. F) WHERE CONCRETE SURFACES ARE EXPOSED, MAKE THOSE PORTIONS OF ALL ACCESSORIES IN CONTACT WITH THE CONCRETE SURFACE OR WITHIN 1/2 INCH THEREOF, OF PLASTIC OR STAINLESS STEEL. 5. PROVIDE THE FOLLOWING MINIMUM CONCRETE STRENGTHS AT 28 DAYS: A) FOOTINGS, SLAB -ON -GRADE -------------------- 3000 PSI B) MASONRY WALL BEAMS, TIE COLUMNS ------------ 3000 PSI C) FORMED COLUMNS, WALLS, BEAMS & SLABS ------- 4000 PSI 6. CONCRETE MUST BE BATCHED, MIXED AND TRANSPORTED IN ACCORDANCE WITH THE SPECIFICATIONS FOR READY -MIXED CONCRETE ASTM C94. 7. REQUIRED SLUMP = 4 PLUS OR MINUS ONE INCH. 8. CONCRETE MUST BE PLACED WITHIN 90 MINUTES OF BATCH TIME. WHEN AIR TEMPERATURE IS BETWEEN 85 AND 90 DEGREES F, REDUCE MIXING AND DELIVERY TIME TO 75 MINUTES. WHEN AIR TEMPERATURE IS HIGHER THAN 90 DEGREES F, REDUCE MIXING AND DELIVERY TIME TO 60 MINUTES. 9. DO NOT ADD WATER AT THE JOB SITE WITHOUT APPROVAL OF THE PROJECT SUPERINTENDENT. DO NOT EXCEED THE SLUMP LIMITATION. USE ONLY COLD WATER FROM THE TRUCK TANK. ANY ADDED WATER MUST BE INDICATED ON THE DELIVERY TICKET PLUS THE NAME OF THE PERSON AUTHORIZING. TEST CYLINDERS SHALL BE TAKEN AFTER THE ADDITION OF WATER. 10. LAP SPLICE REINFORCING PER CONCRETE LAP SCHEDULE MINIMUM UNLESS OTHERWISE SHOWN OR NOTED. 11. PROVIDE CORNER BARS AT ALL WALL FOOTING, WALL AND BEAM CORNERS. SIZE AND NUMBER TO MATCH HORIZONTAL BARS. 12. PROVIDE FOUNDATION DOWELS TO MATCH SIZE AND NUMBER OF VERTICAL BARS. EMBED DOWELS TO 3" ABOVE BOTTOM OF FOOTINGS. 13. REINFORCEMENT SHALL BE FASTENED AND SECURED TOGETHER TO PREVENT DISPLACEMENT BY CONSTRUCTION LOADS OR THE PLACING OF CONCRETE. 14. REINFORCING BAR COVER A) FOOTINGS 2" (TOP), 3" (SIDES AND BOTTOM) B) COLUMNS AND BEAMS 1-1/2" C) SLABS 3/4" (INTERIOR), 1-1/2" (EXTERIOR) 15. WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS, LENGTH OF HOOK, IF REQUIRED, IS NOT INCLUDED. 16. SELECT PROPORTIONS IN ACCORDANCE WITH ACI 301 TO PROVIDE CONCRETE CAPABLE OF BEING PLACED WITHOUT EXCESSIVE SEGREGATION AND WITH ACCEPTABLE FINISHING PROPERTIES, DURABILITY, SURFACE HARDENERS, APPEARANCE, AND STRENGTH REQUIREMENTS REQUIRED BY THESE SPECIFICATIONS. 17. CHAIR WELDED WIRE FABRIC REINFORCING AT 3'-0" ON CENTER MAXIMUM IN EACH DIRECTION. 18. MAXIMUM WATER TO CEMENT RATIO WHEN NO BACK-UP DATA IS AVAILABLE: A) 4000 PSI, 28-DAY COMPRESSIVE STRENGTH; W/C RATIO, 0.44 MAXIMUM (NON -AIR -ENTRAINED), 0.36 MAXIMUM (AIR -ENTRAINED). B) 3000 PSI, 28-DAY COMPRESSIVE STRENGTH; W/C RATIO, 0.58 MAXIMUM (NON -AIR -ENTRAINED), 0.47 MAXIMUM (AIR -ENTRAINED). 19. DATA TO BE SUBMITTED: A) INTENDED USAGE AND LOCATION FOR EACH TYPE B) MIX DESIGN FOR EACH TYPE C) CEMENT CONTENT IN POUNDS -PER -CUBIC YARD D) COARSE AND FINE AGGREGATE IN POUNDS/CUBIC YARD E) WATER CEMENT RATIO BY WEIGHT F) CEMENT TYPE AND MANUFACTURER G) SLUMP RANGE H) AIR CONTENT I) ADMIXTURE TYPE AND MANUFACTURER J) PERCENT ADMIXTURE BY WEIGHT K) STRENGTH TEST DATA REQUIRED TO ESTABLISH MIX DESIGN. L) COMPLETE DETAIL AND PLACING SHOP DRAWINGS FOR ALL REINFORCING STEEL INCLUDING ACCESSORIES THAT HAVE BEEN REVIEWED AND STAMPED BY THE GENERAL CONTRACTOR. INCLUDE ALL REQUIRED DIMENSIONS AND ELEVATIONS (IE. TOP OF CONCRETE) 20. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE CONSTRUCTION OF FORMWORK, SHORING AND RE -SHORING IN ACCORDANCE WITH ACI 347. A) FORM AND SHORING DESIGN BY A P.E. REGISTERED IN THE STATE OF FLORIDA. 21. SUBMIT FORM WORK AND SHORING DRAWINGS TO LOCAL BUILDING DEPARTMENT WHEN REQUIRED BY FLORIDA THRESHOLD LAW. 22. CONSTRUCTION JOINTS NOT SHOWN ON THE DRAWINGS MUST BE MADE AND LOCATED TO LEAST IMPAIR THE STRENGTH OF THE STRUCTURE. A) NO HORIZONTAL CONSTRUCTION JOINTS WILL BE PERMITTED IN BEAMS, GIRDERS AND SLABS. B) LOCATION OF ANY CONSTRUCTION JOINT NOT SHOWN IS SUBJECT TO REVIEW AND ACCEPTANCE BY ENGINEER. 23. INTERNAL VIBRATION, PROPERLY APPLIED IS THE REQUIRED METHOD OF CONSOLIDATING PLASTIC CONCRETE. 24. PROVIDE 3/4" CHAMFER ON ALL EXPOSED CORNERS OF COLUMNS, BEAMS AND WALLS UNLESS OTHERWISE NOTED ON ARCHITECTURAL DRAWINGS. 25. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, AND SLAB RECESSES AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. NO SLEEVE, OPENINGS, OR INSERT MAY BE PLACED IN BEAMS, JOISTS, OR COLUMN UNLESS APPROVED BY THE ENGINEER. 26. CONTRACTOR SHALL VERIFY EMBEDDED ITEMS INCLUDING, BUT NOT LIMITED TO, ANCHOR BOLTS, BOLT CLUSTERS, WELD PLATES, ETC., BEFORE PLACING CONCRETE. NOTIFY ENGINEER OF ANY CONFLICTS WITH REBAR. 27. SEE ARCHITECTURAL DRAWINGS FOR REQUIRED CONCRETE FINISHES. 28. SLOPE WALKWAYS TO DRAIN AWAY FROM THE BUILDING. 29. BUILDING FLOOR AND SITE SLABS -ON -GRADE SHALL BE 4" MINIMUM THICKNESS, UNLESS NOTED OTHERWISE. A) REINFORCED WITH 6X6 - W2.1 X W2.1 W.W.F. UNLESS NOTED OTHERWISE. B) PLACED ON 10 MIL POLYETHYLENE VAPOR RETARDER. LAP 6" AND TAPE ALL JOINTS. C) SAW -CUT CONTROL JOINTS @ LESS THAN OR EQUAL TO 15'-0" EACH WAY. D) PROVIDE HOUSEKEEPING PADS AS REQUIRED. E) SEE DRAWINGS FOR ANY ADDITIONAL CONDITIONS. 30. TESTING A) A QUALIFIED TESTING LAB SHALL BE RETAINED TO PERFORM QUALITY CONTROL WORK AND ON -SITE TESTING. B) SLUMP TEST - ASTM 143 C) MOLD AND CURE TEST CYLINDERS (ASTM C-31) AND TEST CYLINDERS FOR STRENGTH (ASTM C39). TAKE ONE TEST - THREE CYLINDERS FOR EACH DAYS POUR OF 100 CUBIC YARDS, OR FRACTION THEREOF. TEST ONE CYLINDER AT 7 DAYS, TWO AT 28 DAYS. TEST CYLINDER SAMPLES SHALL BE TAKEN AT THE POINT OF DISCHARGE WHEN USING A PUMP. D) ONE COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO THE OWNER, ENGINEER, ARCHITECT AND GENERAL CONTRACTOR. 31. CONTRACTOR SHALL PROVIDE FLATNESS AND LEVELNESS IN CONCRETE SLABS PER ACI 302.1 R, FIG. 8.7 MINIMUM REQUIRED "F" NUMBERS FOR TYPE OF SLAB USE. REFER TO ACI 117 FOR FLOOR TOLERANCES, 32. REPAIR ANY CRACKS OR DEFECTIVE AREAS THAT WILL RESTORE THE AFFECTED SURFACE OR AREAS TO THEIR FULL DESIGN STRENGTH AND APPEARANCE. CONTACT THE STRUCTURAL ENGINEER FOR ADVICE AND EVALUATION. 33. ACCEPTANCE OF THE STRUCTURE WILL BE MADE IN CONFORMANCE WITH ACI 301. 34. ALL CAST -IN -PLACE CONCRETE MUST BE MAINTAINED WITH MINIMAL MOISTURE LOSS AT A RELATIVELY CONSTANT TEMPERATURE FOR A MINIMUM OF 7 DAYS FOLLOWING THE PLACING OF THE CONCRETE BY THE USE OF A WATER SPRAY, WATER SATURATED FABRIC, MOISTURE RETAINING MEMBRANE OR LIQUID CURING COMPOUND. 35. CURE SLABS -ON -GRADE FOR THE FIRST 72 HOURS BY THE USE OF: A) FOG SPRAYING B) PONDING C) SPRINKLING D) CONTINUOUSLY WET ABSORPTIVE MATS OR FABRIC E) CONTINUE CURING BY USE OF MOISTURE RETAINING COVER UNTIL CONCRETE HAS OBTAINED ITS SPECIFIED 28 DAY COMPRESSIVE STRENGTH. F) OR LIQUID CURING COMPOUND AFTER FINISHING PROCESS IS COMPLETED. G) CONCRETE WET CURE TIME TO BE 7 DAYS MINIMUM AT 50 DEGREES MINIMUM TEMPERATURE. 36. SUBMIT MATERIALS AND METHOD OF CURING FOR REVIEW. 37. DO NOT USE MOISTURE RETAINING CURING COMPOUNDS FOR CURING SURFACES TO RECEIVE CARPET, FLEXIBLE FLOORING, CERAMIC TILED FLOORS OR OTHER SPECIFIED FLOOR SYSTEMS, UNLESS IT HAS BEEN DEMONSTRATED THAT SUCH COMPOUNDS WILL NOT PREVENT BOND. 38. DO NOT PERMIT CONCRETE NOT FULLY CURED TO BE EXPOSED TO EXCESSIVE TEMPERATURE CHANGES OR HIGH WINDS. 39. POUR ALL GROUND SLABS ON 10 MIL MINIMUM VAPOR RETARDER IN COMPLIANCE WITH ASTM E1745, LAPPED 6" MINIMUM AND FULLY TAPED. 40. EQUIPMENT MADE OF ALUMINUM OR ALUMINUM ALLOYS, SHALL NOT BE USED FOR PUMP LINES, TREMIES, OR CHUTES OTHER THAN SHORT CHUTES SUCH AS THOSE USED TO CONVEY CONCRETE FROM A TRUCK MIXER. 41. THE CODE PROHIBITS THE USE OF ALUMINUM (CONDUIT, PIPES, ETC.) IN STRUCTURAL CONCRETE UNLESS IT IS EFFECTIVELY COATED OR COVERED. 1. HOLLOW LOAD BEARING UNITS SHALL CONFORM TO ASTM C90, NORMAL WEIGHT, TYPE 11. MINIMUM NET COMPRESSIVE UNIT STRENGTH = 2000 PSI. (NET AREA COMPRESSIVE MASONRY STRENGTH F'M = 1500 PSI). 2. MORTAR SHALL BE TYPE S AND CONFORM TO ASTM C270 (PROPORTION OR PROPERTY SPECIFICATION) WITH A MINIMUM AVERAGE COMPRESSIVE STRENGTH AT 28 DAYS OF 1800 PSI. 3. COARSE GROUT SHALL CONFORM TO ASTM C476: A) 2500 PSI AT 28 DAYS. B) 1 /4" MAXIMUM AGGREGATE. C) 8" - 11" SLUMP. 4. CODES AND STANDARDS: A) SPECIFICATIONS FOR MASONRY STRUCTURES - ACI 530.1/ASCE 6/ TMS 602 IS INCLUDED BY REFERENCE IN ITS ENTIRETY. B) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - ACI 530/ ASCE 5/TMS 402. 5. A REINFORCED TIE BEAM SHALL BE PROVIDED AT TOP OF ANY WALL. USE GALVANIZED MESH -TYPE CELL CAPS. PROVIDE CORNER BARS AT ALL BEAM CORNERS TO MATCH HORIZONTAL BARS. 6. UNLESS NOTED OTHERWISE, TIE BEAMS SHALL BE AS FOLLOWS: A) TOP OF PARAPET WALL: (1) #5 BAR IN GROUTED KNOCK -OUT BLOCKS. 7. VERTICAL BARS SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM OF BAR AND AT 8'-0" O.C. MAXIMUM WITH A MINIMUM CLEARANCE OF 1/2" FROM MASONRY. THE CLEAR DISTANCE BETWEEN BARS SHALL NOT EXCEED ONE BAR DIAMETER, OR MORE THAN 1". CENTER BARS IN WALLS U.N.O. 8. VERTICAL REINFORCING SHALL BE AS SHOWN ON THE DRAWINGS. FILLCELLS WITH COARSE GROUT AS SPECIFIED. PROVIDE ACI 90 DEGREE STANDARD HOOKS INTO FOOTING AND ROOF TIE BEAM. LAP SPLICE VERTICAL REINFORCEMENT ABOVE FOOTING AND ABOVE EACH FLOOR LEVEL UNLESS NOTED OTHERWISE. MAINTAIN VERTICAL REINFORCING SHOWN ON PLANS ABOVE AND BELOW MASONRY OPENINGS. CONTINUE FOUNDATION DOWELS BELOW ALL MASONRY OPENINGS. 9. REINFORCED FILL CELLS ARE TO BE CLEAN AND FREE OF ANY FOREIGN MATERIAL OR DEBRIS. REMOVE ANY INSULATING MATERIAL FROM CELLS, INCLUDING POLYSTYRENE INSULATING INSERTS, PRIOR TO GROUT POUR. 10. REINFORCING BARS SHALL BE STRAIGHT EXCEPT FOR BENDS AROUND CORNERS AND WHERE BENDS OR HOOKS ARE DETAILED ON THE PLANS. 11. REINFORCING BARS SHALL BE LAPPED AS NOTED WHERE SPLICED AND SHALL BE WIRED TOGETHER. 12. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICALS. DOWELS SHALL BE GROUTED INTO A CORE IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCEMENT. 13. PROVIDE HORIZONTAL WALL REINFORCING (9 GA.) HOT DIPPED GALVANIZED LADDER TYPE DUR-O-WALL (OR EQUIVALENT) AT 16" O.C. JOINT REINFORCING SHALL CONFORM TO ASTM A-951. 14. WIRE REINFORCEMENT SHALL BE LAPPED AT LEAST 6" AT SPLICES AND SHALL CONTAIN AT LEAST ONE CROSS WIRE OF EACH PIECE OF REINFORCEMENT IN THE LAPPED DISTANCE. 15. CLEANOUTS SHALL BE PROVIDED IN THE BOTTOM COURSE OF MASONRY IN EACH GROUT POUR WHEN THE POUR HEIGHT EXCEEDS 5'. CLEANOUTS TO BE SAW -CUT 4" X 4". 16. PLACE GROUT IN 5' MAX. LIFTS HEIGHTS. 17. CONSOLIDATE GROUT POURS AT THE TIME OF PLACEMENT BY MECHANICAL MEANS AND RECONSOLIDATE AFTER INITIAL WATER LOSS AND SETTLEMENT. 18. ALL MASONRY FOUNDATION STEMWALLS AND RETAINING WALLS SHALL BE FULLY GROUTED. 19. STORE BLOCKS ON PALLETS AND COVER WITH PLASTIC SHEETING. SHEET INDEX 501.00 GENERAL NOTE5 501.01 GENERAL NOTES 501.02 WIND TA5LE5 502.01 FOUNDATION PLAN 502.02 ROOF FRAMING PLAN 503.00 FOUNDATION DETAIL5 503.01 FOUNDATION DETAIL5 505.00 FRAMING DETAIL5 505.01 FRAMING DETAIL5 505.02 FRAMING DETAIL5 ;0 C) �00 to M V; Q I � (n,LaiNo: oMcor mr'Z O ... J L•j U U.) Al U ` a v . COL Oa mirvav to NN r O"C•- :)vvc:La:ro N U a- LO Lom U N w\ e-4- J N �r 0 l o� co � U � M M N N CO r � o _ U ., �rlMLm 0? A L 8f0oayi ^, W c,) .L 0 O L .O p U C C0� (o �o m 2 aM 6 Y cao a� �- a coo .� U co J �W� O U N L c° O 0 0 F a m � w � � U = _ I- O E / ^ Q 0 U m 1 _J 12 i _ V a L J _� = F- = mLj 0 a U 0 o' W a m Of 0 O Li p a U W N � r W Q) o r- o 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 11 12 I sheet no. THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. GENERAL NOTES 0 I I NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. SCALE: AS NOTED 1 o 0 0 H G FI E' D ro GENERAL NOTES CONT. MASONRY CONT. 20. PLACE MASONRY IN RUNNING BOND WITH 3/8" MORTAR JOINTS. PROVIDE COMPLETE COVERAGE FACE SHELL MORTAR BEDDING, HORIZONTAL AND VERTICAL. FULLY MORTAR WEBS IN ALL COURSES OF PIERS, COLUMNS, AND PILASTERS AND ADJACENT TO GROUTED CELLS. 21. SEE DRAWINGS FOR MASONRY CONTROL JOINT LOCATIONS. SPACE AT 26'-0" O.C. UNLESS NOTED OTHERWISE. 22. SUBMITTALS: A) SUBMIT PROPOSED GROUT MIX DESIGN PRIOR TO CONSTRUCTION. B) SUBMIT PROPOSED MORTAR MIX DESIGN PRIOR TO CONSTRUCTION. C) SUBMIT DETAILED SHOP DRAWINGS OF REINFORCING BARS SHOWING NUMBER, SIZE, AND LOCATION. INCLUDE BAR LISTS AND BEND DIAGRAMS. INCLUDE ALL REQUIRED DIMENSIONS AND ELEVATIONS. D) SUBMIT COMPRESSIVE STRENGTH TESTS OF PROPOSED MASONRY UNITS PRIOR TO CONSTRUCTION. MASONRY UNITS ARE TO BE TESTED IN ACCORDANCE WITH ASTM Cl 40. 23, A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING TESTS: A) SAMPLE AND TEST GROUT IN ACCORDANCE WITH ASTM C1019 FOR EACH 5000 SQ. FT. OF MASONRY. B) SLUMP TESTS - ASTM C143. C) MASONRY PRISM TEST IN ACCORDANCE WITH ASTM C1314. PROVIDE ONE SET OF 3 PRISMS PRIOR TO CONSTRUCTION AND DURING CONSTRUCTION FOR EACH 5000 SQ. FT. OF WALL. 24. PROVIDE 8" DEEP PRECAST REINFORCED CONCRETE LINTELS OVER ALL MASONRY OPENINGS NOT SHOWN TO HAVE A STRUCTURAL BEAM. MINIMUM END BEARING = 8". LINTEL WIDTH TO MATCH MASONRY WIDTH. 25. TOPS OF PARTIALLY CONSTRUCTED WALLS SHALL BE COVERED WITH VISQUEEN WHENEVER RAIN OCCURS AND AT THE END OF THE WORK DAY. DRILL -IN BOLTS, SCREWS AND DOWELS 1. ADHESIVE DOWELING RODS/BOLTS SHALL BE CARBON STEEL THREADED ROD CONFORMING TO ISO 898 5.8 WITH A MINIMUM TENSILE STRENGTH OF 72.5 KSI (50OMPa) AND A MINIMUM YIELD OF 58 KSI 40OMPa). THREADED RODS WITH NUTS AND WASHERS INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. PROVIDE HILTI HY 200 SAFE SET (ESR 3187) OR RE 500 SD (ESR 2322) ANCHORS BY HILTI OR EQUAL (SIMPSON SET-XP, ATC ULTRABOND 365CC), 2. ANCHORING ADHESIVE SHALL BE A TWO -COMPONENT SYSTEM SUPPLIED IN MANUFACTURER'S STANDARD SIDE -BY -SIDE FOIL PACKAGE AND DISPENSED THROUGH A STATIC -MIXING NOZZLE SUPPLIED BY THE MANUFACTURER, ADHESIVE SHALL BE TESTED AND APPROVED TO MEET THE MINIMUM REQUIREMENTS OF ACI 355.4 FOR CRACKED AND UNCRACKED CONCRETE RECOGNITION. 3. DRILL -IN REBAR DOWELS SHALL BE SET USING A TWO-PART ADHESIVE AS DESCRIBED ABOVE. 4. EXPANSION BOLTS SHALL BE HILTI KB TZ (ESR 1917) OR EQUAL. BOLT SHALL MEET DUCTILITY REQUIREMENTS OF ACI 318 SECTION D1. 5. EXPANSION BOLTS SHALL HAVE CARBON STEEL ANCHOR BODY AND NUT AND WASHER SHALL BE ELECTROPLATED ZINC COATING CONFORMING TO ASTM B633 TO A MINIMUM OF 5pM. THE STAINLESS STEEL ANCHOR BODY, NUT AND WASHER, AND EXPANSION SLEEVE SHALL CONFORM TO TYPE 316 STAINLESS STEEL. EXPANSION ANCHORS SHALL MEET THE MINIMUM REQUIREMENTS OF ACI 355.2 FOR CRACKED AND UNCRACKED CONCRETE. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 6. MASONRY SCREWS SHALL BE 1 /4" DIAMETER WITH 1-5/8" MINIMUM EMBEDMENT INSTALLED IN DRILLED HOLES USING AN APPROPRIATE BIT DIAMETER. 7. SCREWS SHALL HAVE A BODY MADE OF CARBON STEEL AND SHALL BE HEAT TREATED AND SHALL HAVE 8pM ZINC COATING IN ACORDANCE WITH EN ISO 4042. PROVIDE HUS EZ (ESR 3027) SCREWS BY HILTI OR EQUAL. 8. HEAVY-DUTY CONCRETE AND MASONRY SCREWS SHALL BE TESTED AND APPROVED TO MEET THE MINIMUM REQUIREMENTS OF ACI 355.2. HILTI KWICK HUS EZ (ESR-3027 FOR CONCRETE, ESR-3056 FOR GROUT FILLED MASONRY). HEAVY DUTY SCREWS BY HILTI OR EQUAL. 9. THE CONTRACTOR SHALL ARRANGE FOR AN ANCHOR MANUFACTURER'S REPRESENTATIVE TO PROVIDE ONSITE INSTALLATION TRAINING FOR ALL OF THE ANCHORING PRODUCTS SPECIFIED. MCCARTHY AND ASSOCIATES TO RECEIVE DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR'S PERSONNEL WHO ARE TO INSTALL ANCHORS ARE TRAINED PRIOR TO THE COMMENCEMENT OF INSTALLATION. STRUCTURAL STEEL 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATION FOR BUILDINGS", LATEST EDITION. 2. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOCIETY, AWS D1.1. ALL WELDING SHALL BE PERFORMED USING E70XX, LOW HYDROGEN ELECTRODES. ELECTRODES ARE TO BE PROTECTED FROM MOISTURE. 3. CONNECTIONS TO SHEAR PLATE FRAMED BEAM CONNECTION PER AISC UNLESS NOTED OTHERWISE. ALL BOLTS TO BE 3/4" DIAMETER UNLESS NOTED OTHERWISE. SHOP CONNECTIONS MAY BE WELDED OR BOLTED. WELDS ARE TO BE EQUAL IN STRENGTH TO BOLTS. ALL FIELD CONNECTIONS ARE TO BE BOLTED WITH ASTM A325N OR A490 BOLTS (BEARING TYPE BOLTS WITH THREADS IN THE SHEAR PLANE) INCLUDING SUITABLE NUTS AND PLAIN HARDENED WASHERS. ALL BOLTS SHALL BE TIGHTENED SNUG TIGHT UNLESS OTHERWISE NOTED. DESIGN CONNECTIONS FOR EITHER THE SHEAR SHOWN ON THE DRAWINGS ' INDICATED AS V =K A N ( T ENDS OF MEMBER) OR 55% OF THE MAXIMUM LOAD(IN KIPS) LISTED IN THE TABLES FOR "MINIMUM TOTAL FACTORED UNIFORM LOADS IN KIPS FOR BRACED, SIMPLE SPAN BEAMS BENT ABOUT THE STRONG AXIS" OF THE LATEST EDITION OF THE AISC "MANUAL OF STEEL CONSTRUCTION". 4. SIZE AND USE OF HOLES: SEE AISC TABLE J3.3. A) LARGER HOLES ARE PERMITTED IN STANDARD COLUMN BASE PLATES, MAXIMUM HOLE DIAMETER = BOLT DIAMETER + 3/8". HARDENED WASHERS, TO COVER THE LARGER HOLE, SHALL BE PROVIDED. B) LARGER HOLES ARE NOT PERMITTED IN WIND FRAME COLUMN BASE PLATES. MAXIMUM HOLE DIAMETER = BOLT DIAMETER + 1/16". C) SLOTTED HOLES: A PLATE WASHERS OR A CONTINUOUS BAR WITHSTANDARD HOLES, HAVING A SIZE SUFFICIENT TO COMPLETELY COVER THE SLOT AFTER INSTALLATION, AND A MIN. OF 5/16" THICK SHALL BE PROVIDED. TACK WELD NUT TO BOLT AFTER ERECTION. 5. STEEL BEAMS SHALL BE FABRICATED WITH THE NATURAL CAMBER (WITHIN THE MILL TOLERANCE) LOCATED ABOVE THE HORIZONTAL CENTERLINE BETWEEN THE END CONNECTIONS. 6. VERIFY THE EXACT SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS FOR MECHANICAL EQUIPMENT WITH THE MECHANICAL CONTRACTOR PRIOR TO FABRICATION OF MATERIALS. 7. SHOP PRIME STEEL SURFACES EXCEPT THE FOLLOWING: A) SURFACES EMBEDDED IN CONCRETE OR MORTAR. EXTEND PRIMING OF PARTIALLY EMBEDDED MEMBERS TO A DEPTH OF 2 INCHES. B) SURFACES TO BE FIELD WELDED. C) SURFACES TO BE HIGH -STRENGTH BOLTED WITH SLIP -CRITICAL CONNECTIONS. D) SURFACES TO RECEIVE SPRAYED FIRE -RESISTIVE MATERIALS. E) GALVANIZED SURFACES. 8. SURFACE PREPARATION: CLEAN SURFACES TO BE PAINTED. REMOVE LOOSE RUST AND MILL SCALE AND SPATTER, SLAG, OR FLUX DEPOSITS. PREPARE SURFACES ACCORDING TO THE FOLLOWING SPECIFICATIONS AND STANDARDS. 9. PRIMING: IMMEDIATELY AFTER SURFACE PREPARATION, APPLY PRIMER ACCORDING TO MANUFACTURERS WRITTEN INSTRUCTIONS AND AT RATE RECOMMENDED BY SSPC TO PROVIDE A DRY FILM THICKNESS OF NOT LESS THAN 1.5 MILS. USE PRIMING METHODS THAT RESULT IN FULL COVERAGE OF JOINTS, CORNERS, EDGES, AND EXPOSED SURFACES. A) STRIPE PAINT CORNERS, CREVICES, BOLTS, WELDS, AND SHARP EDGES. B) APPLY TWO COATS OF SHOP PAINT TO INACCESSIBLE SURFACES AFTER ASSEMBLY OR ERECTION. CHANGE COLOR OF SECOND COAT TO DISTINGUISH IT FROM FIRST. 10. PRIME AND PAINT ALL FIELD WELDS AFTER INSPECTION. 11. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING TESTS. A) VISUALLY INSPECT ALL STEEL MEMBERS AND CONNECTIONS. B) TEST 50 PERCENT OF FULL PENETRATION WELDS. 12. ONE COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO OWNER, ARCHITECT, STRUCTURAL ENGINEER, AND GENERAL CONTRACTOR. 13. STEEL SHALL CONFORM TO: WIDE FLANGE (WF)(WT)------ ASTM A992 (50 KSI) SHAPES (L, C, MC) --------- ASTM A36 HOLLOW STRUCTURAL SECTIONS (HSS)--- ASTM A500 GRADE B (RECTANGULAR 46 KSI; ROUND 42 KSI) ANCHOR RODS --------------- ASTM F1554 (55 KSI W/S1 SUPPLEMENT) ANCHOR BOLTS -------------- ASTM A307 FRAMING BOLTS ------------- ASTM A325N OR A490N SHEAR STUDS --------------- ASTM A108 WELDING ELECTRODES -------- E70XX 14. FASTENERS AND MATERIALS USED FOR WELDING OR OTHERWISE SECURING COMPONENTS ONE TO ANOTHER SHALL BE OF DOMESTIC (USA MADE) MANUFACTURE. SIMILARLY, ALL MATERIALS USED IN THE MANUFACTURING PROCESS SHALL BE FROM A DOMESTIC SOURCE. 15. OPENINGS THROUGH STEEL BEAMS SHALL BE PROVIDED AS DETAILED ON THE DRAWINGS. ALL SUCH OPENINGS SHALL BE MACHINE CUT IN THE SHOP. ALL RECTANGULAR OPENINGS SHALL HAVE A CORNER RADIUS OF 2 TIMES THE WEB THICKNESS, 1/2" MINIMUM. 16. SHOP AND FIELD WELDS SHALL BE DONE BY A.W.S. CERTIFIED WELDERS. PROVIDE CURRENT CERTIFICATES UPON REQUEST. 17. NO SPLICES SHALL BE PERMITTED IN ANY STRUCTURAL STEEL MEMBER UNLESS SHOWN ON APPROVED SHOP DRAWINGS. 18. STEEL STAIRS AND/OR LADDERS SHALL BE DESIGNED FOR 100 PSF LIVE LOAD BY A LICENSED DELEGATED ENGINEER, WHO SHALL SUBMIT SIGNED AND SEALED SHOP DRAWINGS. SHOP DRAWINGS SHALL SPECIFY ALL DESIGN LOADS. 19. SUBMITTALS: CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS SHOWING ALL STRUCTURAL STEEL LAYOUTS AND DETAILS, SIZES OF MEMBERS, TYPE OF STEEL, CONNECTION DETAILS WELDS BOLTS ETC., AS REQUIRED TO FABRICATE AND ERECT ALL STRUCTURAL STEEL FRAMING. ALL CONNECTIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE DESIGNED BY THE DETAILER AND SUBMITTED ON SHOP DRAWINGS, SIGNED AND SEALED BY A REGISTERED FLORIDA DELEGATED ENGINEER. 20. NON -SHRINK GROUT SHALL BE: NONMETALLIC SHRINKAGE -RESISTANT GROUT, PREMIXED, NON -CORROSIVE, NON -STAINING PRODUCT CONTAINING SELECTED SILICA SANDS, PORTLAND CEMENT, SHRINKAGE COMPENSATING AGENTS, PLASTICIZING AND WATER -REDUCING AGENTS, COMPLYING WITH CRD-C621, CORPS OF ENGINEERS. 21. IF NOT SPECIFIED ON THE DRAWINGS, THE THROAT SIZE OF ANY FILLET WELD SHALL BE EQUAL TO 1/16" LESS THAN THE THINNEST CONNECTION COMPONENT. 22. NO FIELD WELDING OF GALVANIZED MEMBERS IS PERMITTED. 23. MINIMUM EMBEDMENT DEPTH OF ANCHOR BOLTS 3" FROM BOTTOM OF FOOTING. 24. ERECTION A) BEFORE ERECTION, THE CONTRACTOR IS TO REMOVE ALL MUD, DIRT OR OTHER FOREIGN MATTER, WHICH ACCUMULATES DURING HANDLING AND STORAGE. B) DRIFTING TO ENLARGE UNFAIR HOLES WILL NOT BE PERMITTED. DRILL SUCH HOLES TO ACCOMMODATE THE NEXT LARGER SIZE FASTENER, WHERE POSSIBLE. C) AFTER ERECTION, CLEAN FIELD WELDS, BOLTED CONNECTIONS, AND ABRADED AREAS WHERE SHOP COAT HAS BEEN DAMAGED. SPOT AND PRIME AREAS USING SAME MATERIAL AS SHOP COAT, D) SET ALL MEMBERS SO THAT, IN THEIR FINAL LOCATION, LEVEL, PLUMBNESS AND ALIGNMENT ARE WITHIN THE TOLERANCES PRESCRIBED BY AISC CODE. E) DOUBLE CONNECTIONS THROUGH COLUMN WEBS OR AT BEAMS THAT FRAME OVER THE TOPS OF COLUMNS MUST BE DESIGNED TO HAVE AT LEAST ONE INSTALLED BOLT REMAIN IN PLACE TO SUPPORT THE FIRST BEAM WHILE THE SECOND BEAM IS BEING ERECTED. ALTERNATIVELY, THE FABRICATOR MUST SUPPLY A SEAT OR EQUIVALENT DEVICE WITH A MEANS OF POSITIVE ATTACHMENT TO SUPPORT THE FIRST BEAM WHILE THE SECOND BEAM IS BEING ERECTED. OPEN WEB STEEL JOISTS 1. STEEL JOIST MANUFACTURER SHALL BE A MEMBER OF THE STEEL JOIST INSTITUTE. 2. STEEL JOISTS SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE AISC STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS K SERIES AND OSHA STEEL ERECTION STANDARD. 3 JO ISTS AND ALL ACCESSORIES SHALL BE DESIGNED BY A LICENSED DELEGATED ENGINEER WHO SHALL PREPARE DESIGN CALCULATIONS AND SUPERVISE THE PREPARATION OF SHOP DRAWINGS. 4. VERIFY THE EXACT LOCATION AND WEIGHT OF ALL MECHANICAL EQUIPMENT WITH THE MECHANICAL CONTRACTOR PRIOR TO FABRICATION OF JOISTS. 5. ALL HANGERS TO SUPPORT MECHANICAL EQUIPMENT, ETC., TO BE SUPPORTED BY THE TOP OR BOTTOM CHORD OF JOISTS SHALL BE LOCATED AT THE PANEL POINT OF THE JOIST. IF HANGERS MUST BE LOCATED IN BETWEEN PANEL POINTS, PROVIDE JOIST STIFFENER AS INDICATED IN DETAILS. ALL HANGERS TO BE LOCATED AT THE CENTERLINE OF THE BOTTOM CHORD MEMBER. 6. NO MODIFICATION THAT AFFECTS THE STRENGTH OF A STEEL JOIST SHALL BE MADE WITHOUT THE APPROVAL OF THE DELEGATED ENGINEER. 7. DELEGATED ENGINEER SHALL DESIGN JOISTS AND BRIDGING FOR GRAVITY LOADS AND WIND LOAD UPLIFT PRESSURES INDICATED ON THE DRAWINGS. 8. JOIST BRIDGING SHALL BE FURNISHED AND INSTALLED TO MEET THE DESIGN AND SPACING REQUIREMENTS OF THE SJI STANDARD SPECIFICATIONS. ALL BRIDGING AND BRIDGING ANCHORS SHALL BE COMPLETELY INSTALLED BEFORE CONSTRUCTION LOADS ARE PLACED ON THE JOISTS. 9. WHERE COLUMNS ARE NOT FRAMED IN AT LEAST TWO DIRECTIONS WITH SOLID WEB BEAMS, A STEEL JOIST SHALL BE FIELD -BOLTED AT THE COLUMN TO PROVIDE LATERAL STABILITY DURING ERECTION. 10. A 6"X6" MINIMUM VERTICAL STABILIZER PLATE TO RECEIVE THE JOIST BOTTOM CHORD MUST BE PROVIDED AT COLUMNS. THE STABILIZER PLATE MUST HAVE A 13/16 INCH HOLE FOR THE ATTACHMENT OF GUYING OR PLUMBING CABLES. 11. JOISTS AND ACCESSORIES SHALL HAVE ONE SHOP COAT OF PAINT MEETING THE MINIMUM PERFORMANCE REQUIREMENTS OF THE LATEST SJI SPECIFICATIONS. SEE ARCHITECT FOR PREFERRED COLOR. 12, SEE PLAN FOR ANY CONCENTRATED LOADS OR UNUSUAL CONDITIONS. ALL JOISTS SUBJECT TO SPECIAL LOADS OR CONDITIONS SHALL BE CONSIDERED "SPECIAL JOISTS", (SP). 13. CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS SHOWING JOISTS, BRIDGING, AND ALL CONNECTIONS. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY THE DELEGATED ENGINEER. 14. THE DELEGATED ENGINEER MUST BE PROVIDED WITH A COPY OF THESE DRAWINGS AND SPECIFICATIONS. 15. PROVIDE ONE ROW UPLIFT BRIDGING AT THE FIRST PANEL POINT FROM EACH SUPPORT. 16. DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL PROVIDE MEANS FOR ADEQUATE DISTRIBUTION OF CONCENTRATED LOADS SO THAT THE CARRYING CAPACITY OF ANY JOIST IS NOT EXCEEDED. 17, ONE END OF ALL JOISTS SHALL BE ATTACHED TO ITS SUPPORT IN ACCORDANCE WITH SJI SPECIFICATIONS BEFORE ALLOWING THE WEIGHT OF AN ERECTOR ON THE JOISTS. 18, SEE STANDARD JOIST SPECIFICATIONS FOR CAMBER REQUIREMENTS. 19. SUBMIT COMPLETE SHOP DRAWINGS FOR ALL JOISTS AND ACCESSORIES, AND A LETTER, SIGNED AND SEALED BY THE DELEGATED ENGINEER, CONFIRMING COMPLIANCE WITH THE DESIGN CRITERIA AND ALL APPLICABLE CODES. METAL DECKING 1. METAL DECK WORK SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL DECK INSTITUTE. 2. METAL ROOF DECK SHALL BE 1 1 /2" DEEP, 22 GA., WIDE RIB TYPE B AND GALVANIZED. (VULCRAFT 1.51322 OR EQUIVALENT.) 3. FASTEN ROOF DECK WITH #12 TEK SCREWS AT EACH SUPPORT PER 36" WIDTH AND #12 TEK SCREWS AT MIDSPAN OF SIDELAPS AS INDICATED ON PLANS. 4. MINIMUM FASTENING AT BUILDING PERIMETER OF DECK SHALL BE 5/8" DIAMETER PUDDLE WELDS AT 6" O.C. 5. METAL DECK AND SHEET METAL COATING DESIGNATION G60. 6. INSTALL ALL DECKING 3 SPAN CONTINUOUS. 7. USE WELD WASHERS FOR ALL DECKING 24 GA. AND THINNER. 8. DO NOT HANG OR ATTACH DUCTWORK, CONDUIT, PIPING, EQUIPMENT, CEILINGS, ETC. FROM METAL DECKING. 9. ROOF DECK OPENINGS 12" DIAMETER OR LARGER ARE TO HAVE SUPPORT ANGLES PER TYPICAL DECK OPENING DETAIL, INCLUDING OPENINGS FOR ROOF SUMP PANS. 10. PRIME AND PAINT ALL FIELD WELDS AFTER INSPECTION WITH A GALVANIZED TOUCH-UP PAINT. (SEE NOTE BELOW) 11, SUBMITTALS: CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS SHOWING LAYOUT OF DECK, TYPE OF DECK, ALL CONNECTIONS INCLUDING END WELDS, SEAM WELDS, INTERMEDIATE WELDS, AND ALL ACCESSORY MATERIAL SUCH AS CLOSURES, SUMPS FOR DRAINS, ETC. 12, A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO VISUALLY INSPECT ALL DECK WELDS AND FASTENERS. COLD -FORM STEEL FRAMING 1. STEEL FRAMING SHALL CONFORM TO THE A.I.S.I. "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS". 2. COLD -FORMED STEEL FRAMING SYSTEM, INCLUDING STUDS, TRUSSES, CONNECTIONS, AND ALL ACCESSORIES, SHALL BE DESIGNED BY A DELEGATED ENGINEER WHO SHALL PREPARE CALCULATIONS AND SUPERVISE THE PREPARATION OF SHOP DRAWINGS. 3. WELDED CONNECTIONS SHALL CONFORM TO "CODE FOR WELDING IN BUILDING CONSTRUCTION, AWS D1.3", 4. ASTM A_568 STANDARD SPECIFICATION FOR GENERAL REQUIREMENTS FOR STEEL, CARBON AND HIGH STRENGTH LOW -ALLOY HOT ROLLED SHEET AND COLD ROLLED SHEET. 5. ALL STEEL FRAMING SHALL BE INSTALLED BY PERSONNEL EXPERIENCED IN LIGHT GAUGE STEEL FRAMING INSTALLATION. 6. WHERE STEEL FRAMING MEMBERS ARE COMPONENTS OF ASSEMBLIES INDICATED FOR A, FIRE -RESISTANCE RATING, INCLUDING THOSE REQUIRED FOR COMPLIANCE WITH GOVERNING REGULATIONS, PROVIDE MEMBERS WHICH HAVE BEEN APPROVED BY GOVERNING AUTHORITIES HAVING JURISDICTION. 7. PROTECT LIGHT GAUGE STEEL FRAMING MEMBERS FROM RUSTING AND DAMAGE. DELIVER TO PROJECT SITE IN BUNDLES, FULLY IDENTIFIED WITH NAME, BRAND, TYPE AND GRADE. STORE OFF GROUND IN A DRY VENTILATED SPACE OR PROTECT WITH SUITABLE WATERPROOF COVERINGS. 8. WITH EACH TYPE OF STEEL FRAMING REQUIRED, PROVIDE MANUFACTURER'S STANDARD STEEL RUNNERS (TRACKS), BLOCKING, LINTELS, CLIP ANGLES, BRACING, REINFORCEMENTS, FASTENERS, AND ACCESSORIES AS RECOMMENDED BY MANUFACTURER FOR APPLICATIONS INDICATED, AS NEEDED TO PROVIDE A COMPLETE STEEL FRAMING SYSTEM. 9. FABRICATE METAL FRAMING COMPONENTS OF STRUCTURAL QUALITY SHEET STEEL WITH A MINIMUM YIELD POINT OF 50,000 PSI FOR STUDS, AND 33,000 PSI FOR RUNNERS; ASTM A653. 10. PROVIDE GALVANIZED FINISH TO METAL FRAMING COMPONENTS COMPLYING WITH ASTM A525 WITH A G60 COATING. 11. PROVIDE MANUFACTURER'S STANDARD STRUCTURAL "CEE" SHAPED STEEL STUDS OF SIZE, SHAPE, AND GAUGE INDICATED, WITH A NOMINAL 1_5/8" FLANGE AND MINIMUM 1 /2" FLANGE RETURN LIP BY DIETRICH INDUSTRIES, INC. OR PRIOR APPROVED EQUAL. 12. THE EXTERIOR WALL SYSTEM SHALL BE DESIGNED TO WITHSTAND BOTH POSITIVE AND NEGATIVE WIND PRESSURE WITH A MAXIMUM DEFLECTION BASED UPON THE APPLICABLE CODE AND MATERIAL REQUIREMENTS OF THE VENEER, BUT SHALL NOT EXCEED L/360. 13. FRAMING COMPONENTS MAY BE PREFABRICATED INTO PANELS PRIOR TO ERECTION. FABRICATE PANELS PLUMB, SQUARE, TRUE TO LINE AND BRACED AGAINST RACKING WITH JOINTS WELDED. PERFORM LIFTING OF PREFABRICATED PANELS IN A MANNER TO PREVENT DAMAGE OR DISTORTION. 14. INSTALL METAL FRAMING SYSTEMS IN ACCORDANCE WITH REVIEWED SHOP DRAWINGS. 15. INSTALL CONTINUOUS TRACKS SIZED TO MATCH STUD DEPTH. ALIGN TRACKS ACCURATELY TO LAYOUT AT BASE AND TOPS OF STUDS. SECURE TRACKS AS RECOMMENDED BY STUD MANUFACTURER FOR TYPE OF CONSTRUCTION INVOLVED, EXCEPT DO NOT EXCEED 24" O.C. SPACING FOR NAIL OR POWDER -DRIVEN FASTENERS, OR 16" O.C., FOR OTHER TYPES OF ATTACHMENT. PROVIDE FASTENERS AT CORNERS AND ENDS OF TRACKS. 16. WHERE REQUIRED, TEMPORARY BRACING SHALL BE PROVIDED UNTIL ERECTION IS COMPLETED. 17. RESISTANCE TO BENDING AND ROTATION ABOUT THE MINOR AXIS SHALL BE PROVIDED BY MECHANICAL LATERAL BRACING WHERE REQUIRED. 18. ATTACHMENTS OF SIMILAR COMPONENTS SHALL BE DONE BY WELDING, SCREW ATTACHMENT, OR BOLTING. WIRE TYING OF FRAMING COMPONENTS SHALL NOT BE PERMITTED. 19. WELDING OF MEMBERS LIGHTER THAN 18 GAUGE SHALL NOT BE PERMITTED. 20. SPLICES SHALL NOT BE PERMITTED. 21. PROVIDE HORIZONTAL BLOCKING BETWEEN EACH STUD AT 4'-0" ON CENTER MAXIMUM OR AT EACH SHEATHING JOINT. 22. FULLY INSTALL ALL BRIDGING BEFORE APPLYING LOADS. 23. STEEL TRUSSES: A) TRUSS ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY BRIDGING OF THE TRUSS SYSTEM DURING CONSTRUCTION. B) TRUSSES SHALL BE DESIGNED SO THAT NO HORIZONTAL REACTIONS ARE IMPOSED ON THE SUPPORTING STRUCTURE UNDER VERTICAL LOAD. C) PREFABRICATED TRUSSES AND PANELS SHALL BE SQUARE AND BRACED AGAINST RACKING. D) TRUSS MANUFACTURER SHALL PROVIDE A BENT PLATE 3" X 3" X 14 GAUGE TYPICAL AT ALL RIDGE AND VALLEY LINES. PROVIDE CONTINUOUS DECK SUPPORT BETWEEN TRUSSES AT ALL HIPS, RIDGES, VALLEYS, AND CHANGES IN ROOF SLOPE. 24. CONTRACTOR TO SUBMIT THE FOLLOWING: A) SUBMIT COMPLETE STRUCTURAL CALCULATIONS FOR THE STEEL FRAMING SYSTEM. CALCULATIONS SHALL COVER ALL STUDS, JAMB STUDS, RUNNER TRACK, BRACING, ATTACHMENT OF LIGHT GAUGE FRAMING TO LIGHT GAUGE FRAMING, AND ATTACHMENT OF LIGHT GAUGE FRAMING TO CONCRETE OR STRUCTURAL STEEL. B) SUBMIT DETAILED SHOP DRAWINGS FOR STEEL FRAMING SHOWING THE TYPE AND SPACING OF ALL MEMBERS. ALL ATTACHMENTS SHALL BE CLEARLY DETAILED ON THE DRAWINGS. INDICATED SUPPLEMENTAL STRAPPING, BRACING, CLIPS, AND OTHER ACCESSORIES REQUIRED FOR PROPER INSTALLATION. C) SUBMIT CERTIFICATION OF MATERIALS FROM THE MANUFACTURER TO SHOW COMPLIANCE WITH THESE SPECIFICATIONS AND RELATED DRAWINGS. 25. SUBMITTALS SHALL BEAR THE SEAL OF THE DELEGATED ENGINEER. 26. SUBMITTED SHOP DRAWINGS MUST BE CHECKED AND SIGNED BY THE GENERAL CONTRACTOR. O p coo M N Q WN "Ot N (DNO] 000n �r,Z O t0 GJ w Lj V U- U L c ' LL API Oct (D Lim Od-V V) NN O•L•- L+ 1� O_ O C U.) ° a L U N 0) U C C � M 0) N N rn�- f0 r;, T QrOP o rnV L coo a ^, W cm')•i � � Q L r p U C cu 0) 3 E D .r ��, W CD L a� L - tia a za V cc U-co T L L r �s O 0 0 � I 0 m w L U = _ 0 � _ � w o 1 o U mv w w = vi u) cj F- = m Of c _ Lw Q � C!-) N C-r) N 0 a U 0 w o m o o o Q Lz U M W m CQ 1 1 1 2 1 3 1 4 5 6 7 1 8 1 9 10 11 12 sheet no. • THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. GENERAL NOTES S01.01 NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. SCALE: AS NOTED I G h E 0 E v 0 1 A cs 0 a _ GROSS ULTIMATE WIND LOADS MAIN ROOF JOISTS COMPONENTS ROOF ZONE AND CLADDING 1 2 3 PRESSURE (p-50 15.0 16.0 16.0 SUCTION (psf) -51.1 -60.5 -60.5 -17 /_ fl011- M A M A L71= "r ZONE 5 L ZONE L ZONE 5 9 ■■■■■■■■ ■■LTA■■■■■ no ■■■■■111■ ■■ IC ■ ■ ■ 11Io ■■■ ■■■ ■111■■■ 1. a =6.3' 2. TH15 BUILDING IS DESIGNED AS AN ENCLOSED STRUCTURE. ALL EXTERIOR COMPONENTS (DOORS, WINDOWS, ETC.) MUST BE DESIGNED TO WITHSTAND THE WIND LOADINGS SPECIFIED FOR THE DESIGN OF COMPONENTS AND CLADDING IN THE TABLES. IN ADDITION, ALL AREAS OF EXTERIOR GLAZING MUST BE CERTIFIED FOR MISSILE IMPACT OR PROTECTED BY WIND-BORNE DEBRIS BY A SCREEN BARRIER. 3. TO CONVERT THE (A6CE 1-10) ULTIMATE WIND PRESSURES IN THE TABLES ABOVE TO (ASD) WIND PRESSURES, MULTIPLY EACH VALUE BY 0.6. ■■ IC ■ ■ ■ 111■ ■■■ ■■ ■111■■■ COMPONENT AND CLADDING LOADING DIAGRAMS - MAIN STRUCTURE 9 GROSS ULTIMATE WIND LOADS FLAT ROOF ROOFING MATERIALS COMPONENTS ROOF ZONE AND CLADDING 1 2 3 PRESSURE (psf) 22.1 22.1 22.1 SUCTION (psf) -55.8 -93.1 1 -141.0 a�: � a ��_--1) I I I 0I I I i ---- (D LQ IQ I I o ULTIMATE WIND PRESSURES ( PSF) EXTERIOR DOORS, WINDOWS, WALLS EFFECTIV2E AREA (ft) ZONE 4 ZONE 5 PRESSURE SUCTION PRESSURE SUCTION 1 TO 20 59.8 44.9 59.8 -80.1 21 TO 50 56.8 -(01.9 56.5 -14.5 51 TO 100 53.1 -58.8 53.1 -61.4 101 TO 150 50.1 -55.8 50.1 -62.4 151 TO 250 49.2 -54.2 49.2 -58.8 251 TO 500 41.2 -52.2 41.2 -55.3 501 + ABOVE 44.6 -49.1 44.6 -49.1 NET ULTIMATE WIND LOADS DRIVE -THROUGH ROOF JOISTS COMPONENTS ROOF ZONE AND CLADDING 1 2 3 PRE55URE (psF) 54.1 50.0 80.0 SUCTION (psF) -44,1 -10.0 -10.0 GROSS ULTIMATE WIND LOADS DRIVE -THROUGH ROOF ROOFING MATERIALS COMPONENTS ROOF ZONE AND CLADDING 1 2 3 PRESSURE (psF) 54.1 80.0 105.2 SUCTION (pal') -54.1 -80.0 -160.0 MONOSLOPE ROOF (00< 30L DOORS, WINDOWS AND WALLS COMPONENT AND CLADDING LOADING DIAGRAMS - DRIVE THRU o 2. THIS BUILDING IS DESIGNED AS AN OPEN STRUCTURE. ALL EXTERIOR COMPONENTS (DOORS, WINDOWS, ETC.) MUST BE DESIGNED TO WITHSTAND THE WIND LOADINGS SPECIFIED FOR THE DESIGN OF COMPONENTS AND CLADDING IN THE TABLES. IN ADDITION, ALL AREAS OF EXTERIOR GLAZING MUST BE CERTIFIED FOR MISSILE IMPACT OR PROTECTED BY WIND-BORNE DEBRIS BY A SCREEN BARRIER. 3, TO CONVERT THE (ASCE 1-10) ULTIMATE WIND PRESSURES IN THE TABLES ABOVE TO (A6D) WIND PRE65URE5, MULTIPLY EACH VALUE BY 0.6. 0) U c: c � M Cp ■ 8 N N O '3 � � rl(OO oo U n , W � c L ' -ma V% M 'L M Q L c MLL U C COL- . ^♦ coaa _ m E-� ;= a' W 06 a) a cn T� /W' Q (p U U - m 04 r ■ O T 0 LL ''= O^^ /� , N NO Q to 0 mam 0 � w E U LL_ U 0 w m cf) p- Q_ � W 0 0 0 E Q 0 o_ U V) N 0 M W 0- m o � o i.L O := a� U :M W m wCN Q v N O 1 ' 2 ' 3 4 5 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. A 7 w'] 0] 12 WIND TABLES SCALE: AS NOTED sheet no. S01.02 H G F E C C n 0 0 a 0 / O Q0 (D- 0- 2.2 2.3 WI0x15 rol A A.2 WI0x15 WI0x15 T.O.S, (+) 8'-2" A.A.9 S'-1031a" L 3' II4" C B 2' 22" FOUNDATION PLAN SCALE: 1/4" = 1'-0" C.1 T T 10'-52" S' 94" 12'-5" F F I I � I -- F60 I L I F60 DRIVE THRU FOUNDATION PLAN SCALE: 1/4" = I'-0" FOUNDATION PLAN NOTES SEE 501.00 4 501.01 FOR GENERAL STRUCTURAL NOTES 2. Fx INDICATES COLUMN FOOTING SIZE, SEE 1/503.01. T/FTG EL = 4-4" UNO RELATIVE TO T/SLAB REFERENCE EL = 0' -0" 3. 5Px INDICATES BASE PLATE SIZE, SEE 7/605.01. 4, PROVIDE 4" 5LA5 ON GRADE REINFORCED WITH WWF 6x6 W2.IxW2.1 ON VAPOR BARRIER AND GRANULAR BASE. 5. PROVIDE 6" 5LA5 ON GRADE REINFORCED WITH WWF (ox& W2.9xW2.9 ON VAPOR BARRIER AND GRANULAR BASE. 6, PROVIDE 9" 6LA5 ON GRADE REINFORCED WITH S 9 12" O.C. EACH WAY, TOP AND 5070M ON VAPOR 5ARRIER AND GRANULAR BASE. 1, PROVIDE ISOLATION JOINTS AT COLUMNS, SEE 4/503.00. S. C.J INDICATES SLAB CONTROL JOINT PER GENERAL NOTES, 5EE 3/503.00, 9. PROVIDE REINFORCEMENT AT RE-ENTRANT CORNERS, SEE 2/503.00, 10, CONTRACTOR SMALL BE RESPONSIBLE FOR COORDINATION WITH ALL UTILITY AND PLUMBING SEE DETAIL 3/503,01, 0) U w � M 0)NN mil` CO � T 1 Q 00 /��■ M N Q r^ncl ^ M Y/ L ca 20 M A\ '5 0 c0 LL O` :O p U C f0 ■n�'CO C � m t — cm,-� v � 5 W FL q co06`C O Q CD a� n — ' '0 LL O N L L CC' Q o O CD W � a m L C-)— W P U �o o 7—C (/� O U m I W LL U-) J n _ a- C/� N Q N 0 Q V w z o o � cn Q � U w Q Ll o z z o m o � � o m z o cn w w o o o (D Li � U m � _ � � U Q) W m O O � O N O N N N 1 ' 2 ' 3 4 5 6 7 8 9 110 11 12 1 sheet no. THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. PO U N DAT 0 N PLAN S 0 2 0 01 NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION, ALL RIGHTS RESERVED. SCALE: 1 j4" = 1'-0' C C.1 D E E A A. 2 A, 3 A. 5 A. 9 B H I I I I I I I I I I I I 1 I I I I I I I I I I I I I u w ul u ul u l u1 I IY I iQ IT1 A7 !Sl m tCl ff1 G W W WI W WI W I WI p1 I n l n o SIM, n o 0 05.0 ---_---- ---- ------------------------- 1 W1422 W 2x19 Wl2xl9 W1422 ----------------------------------- w BRACED FRAIE I 10/505,02 Q@ I i I II \ 10KI I 1 x CO —% — — — — — —A T\ A— — — — — - - - - - - - - - - - J d' F 10 g I 11 I I (4 EQ S ACES) 1 (3 EQUAL SPACES) a5. �5.aa s�5 al j 1-15511 LO T/STL EL -= S'-7 II 2 I WI422 I 1114x22 WI4x26 7 ---W12x19 A j I I SEE NOTE IllI I I r i I u 0-'I I w X, j i _N i i cn ----- \ice/ -- A/\A --------------------- -- -- ----- ----- - \/-\/— -- ----- --x-- X / \ — — — I it X E ; I 1 L7 — z 2.3 � N I � j - 1 m m 16K2 I K2 20K3 I I I I I I I CANT I I � I X I PARAPET ABOVE J III! alm uno SCALE: 1/4" = 1'-0" r7 lu w1�x1� - - - - (2 EQ SPACES) ------- ----------------------------------- -------------------------- IF HSS6x6xl/4 LO T/STL EL = 0' LO. X i i N 3 10 Sf05.�1 05.0 I SEE OTE #1 N 1 1 HI. :--------------------------------- - --- - I� Q I I� p ® SUNSHADE BELOW, a SEE ARCH W12x19 I SIM, BRACED FRAME 9/505.02 I I I DECK BRG EL o CANOPY = 9'-0" N X D ujloxi9 (VARIES) 101<I6 5'-0" O.0 MAX. SPACING --- --x — ---- ---- -- — --- 1 W1042 (VARIES) i I L-_-_J I I I 10KI,a 5'-0" O.0 MAX. SPACING --- - - ---- ---- --X-- ---_, 1/4"/12" x WI0x22 (VARIES) I I L---- JI I I / \ IOKI1a 5'-0" O.0 MAX. SPACING / \ 10x19 (VARIES) METAL DECK TO BE 1.55 22 GA. WIDE RIB ROOF DECK ATTACHED TO TRUSSES W/ (5) 012 TEK SCREWS PER 36" DECK WIDTH $ (6) #10 TEK SCREWS Q SIDELAPS. PROVIDE 112 DECK SCREWS 6" DECK PERIMETER. RIVE THRU ROOF FRAMING PLAN r ROOF FRAMING PLAN NOTES I. SEE 501.00 1 501.01 FOR GENERAL STRUCTURAL NOTES, 2. SEE ARCH FOR ADDITIONAL INFORMATION AND DIMENSIONS. 3. ! � INDICATES DIRECTIONAL SPAN OF 1 1/2" TYPE B WIDE RIB 22 GAUGE GALVANIZED METAL ROOF DECK, SEE 5/505.00, 4. A INDICATES OPENING IN ROOF DECK, SEE 4/505.00, 5. M INDICATES AN ADDITIONAL "X" TYPE RIGID BRIDGING FOR ONE BAY ONLY WELDED TO JOISTS, FRAMING AND AT CROSSOVER POINTS. USE 1-24x3/16. 6. PROVIDE JOIST REINFORCEMENT AT CONCENTRATED LOADS, SEE 3/505.00, 1, DRAG STRUT CONNECTIONSEACH SIDE OF COLUMNS IN DICATED, DO NOT SLOT HOLES IN SHEAR PLATE OR BEAM- (3) BOLT CONNECTION MINIMUM. e .� Z - �0 N O W /^� W O V3 -c #,.I (n ^ 0 ^ W N 4- (a a � "-) _ z L . oM V Z ca�o U 0 o ��� L�•o W d L r�r L OS Olt Vi (1)N•% O•L•— O Z Z 3 Lo _ O U > 04 o �U N Q T CD � C'7 O) _ � NrtN .y r CO � r A o _I 00 , (� r• MM a' L �. co cco o `p U C ■ cu (0 C (0 coo 7 d� V g L i � 06 L a� N N~ Zm Vr- d co U—co r L r 7 0 0 li O / , N_ cj� Q A 0 0 CD m W E U f— LL K C/0 o o U m I = cn c!-) o W J � U� N A N 0 Q U 6 z 0 w w m � w w o w o m o Of o o m o L- o w :2i w U UD m N U) LJ n N af W w QDf Q 6 CN I� d O N N 1 1 2 ' 3 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. 4 15 16 17 ' 8 19 110 111 112 ' sheet no. ROOF FRAMING PLAN SO2.02 SCALE: 1 /4 = 1'— cs) 'J z #5�12" EW, TSB IL I.I w� <c '- w ®�W G F C n #4 DOWEL AT EA CORNER AND @10" AROUND PERIMETER OF PAD (CONTRACTOR OPTION -DRILL AND GROUT DOWELS 2" AT 4" 5LA55 AND 4" AT (o" SLABS) #4 CONT EA SIDE SHOW 2" CHAMFER a DRIVE TEIRU ISLAND 1/2" ISOLATION JT TYP T/PAVEMENT EL WUF 6x6-WI,4xl.4 ...... _...................... ._._._._._._._.................. _._._._._.♦. T/PAVEMENT ❑❑d' ❑ ❑M' ST❑❑❑❑❑❑ ❑DT❑❑S❑❑❑❑❑FIE ❑ ❑110S1100 ❑ujT❑❑T❑❑❑ ❑❑M❑❑❑S ❑❑❑❑n❑S ❑❑ T❑ ❑u[7' ❑' ❑ oil ❑❑ 11'❑V' ❑❑❑❑ ❑ ❑❑❑❑TC❑ ❑'CC1' ❑im❑❑❑❑ ❑ ❑❑❑❑T❑❑ ST❑❑❑❑❑❑ ❑OT❑❑S❑❑❑❑❑❑❑ ❑V, ❑ ❑ffv' SEE 1/505,01 FOR BA5E PLATE AND ANCHOR BOLT DTL / SCPED O • • f1L CL COL/FTG ISOLATION JOINT T/SLAB EL �I 42 T/FTG EL • • DIG POCKET IF READ TO KEEP MIN 3" COVER AT ANCHOR BOLTS D cc r7 o_ A 0 N 1151 T❑❑D❑❑ DT❑❑D ❑ ST❑❑❑ ❑❑ ❑❑M❑ ❑❑ ❑TD❑ ❑V' ❑ ❑W' 0 N 0 1 2 3 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. 01\15TRUCTION JT TEED ❑❑ ❑❑D❑❑ ❑❑❑M❑❑T ❑T S❑❑DELI FF❑T❑❑❑T LIE] ❑❑❑❑ ❑M, ❑ ❑m' 6x6-U2.9xW2.9 WUF z 1/2" ISOLATION JT TYP T/SLAB EL Ili�lllllllll: T❑❑D❑❑ 1�' T❑D❑❑❑❑❑ S❑❑❑ ❑[]I]' ❑ ❑M' —IN ® �I� 6' BASE PLATE 12"xI'-0"x P W/ (4) ZL IZ IZ Y44 FI554 GR36 ANCHOR RODS TOP/ STEEL EL.= (4) 8'-2" PRE-ENGINEERED STUDS 4— TRACK ATTACHED TO STEEL 4 SLAB EDGE W/ 0,111� PDF'a 12" O.C. STAGGERED (2) #5 CONT, ,@ TURNED DOWN EDGED T/SLAB EL 1 1/2 " N.S. GROUT - FOOTING PER PLAN (4) 05 CONT 1/4" CAP E @ COLUMN WI0xl5 W/ SHEAR PLATE CONNECTION TO H55 COL. P55 5x5x3/s" -- PRE-ENGINEERED INFILL METAL STUDS'a 16" O.C. PROVIDE MATCHING TRACK T45 2" MIN. COVER OVER COLUMN GROUT OR OVER POUR SLAB EDGE TO PROVIDE 2" MIN, COVER OVERALL STEEL � Illl��ll WASHER 4 NUT TACK WELDED TO BOLT T/ETG EL v • • — 3" CLR. M❑❑❑❑D❑❑ ❑❑❑❑❑S❑❑❑ ❑ ❑❑❑S❑❑TD❑ 4 5 e G' AM a='A IL' IN TOP 1/3 OF SLAB 3 DEPTH 5AW CUT JT CONTRACTION JOINT e1 AM IN TOP 1/3 OR SLAB CONSTRUCTION JOINT NOTE: SAW CUT OR DISCONTINUE REINS AT CONTRACTION JT T❑❑D❑❑ ❑ ❑❑❑❑ S❑❑❑❑ ❑T❑❑ S_ ❑❑❑ ❑T ODTS ❑0' ❑ ❑m' STOREFRONT, SEE ARCH 5EE CIVIL 2 I — ❑❑ , ❑ ❑TT1' #5e1211 O.G. EACH WAY, T 4B 2#5 CONT 3' -oil #4s1211 WUF _v/ �=J I —I I -I I- • —i= T❑❑O❑❑ C7' T❑D❑❑❑❑❑ S❑❑❑ 7 T/SLAB EL z z 1/2" ISOLATION JT TYP T/5LAB EL Iliil�lllllll 1 ATE iION JT OR MON JT, TYP I JT T❑❑D❑❑ CS❑ ❑❑TD ❑ m III] T ❑T ST❑❑❑ ❑❑ ❑❑M❑ 6005162 -54 16" 1/2" EXP JT 2#5 CONT 3' #4912" F 5EE CIVIL IL WWF ��III, III SII TO G44NN L T/SLAB EL d z ■■���■■ ■■■■■■ ■ ■■■ ■ ■■■■■■■ ❑11' ❑ ❑M' 3/lro"V - 3/l0" 1/2" EXP JT — 5EE CIVIL — 2#5 CONT 0 Al 5EE ARCH GSxll.S 4'-0" O.C. EMBED PL 3/4"x6"xl0" U/ (2) 3/4"0x6" N.S. 3'-/TII #4012'I UWF T❑❑D❑❑T❑❑❑❑❑❑ ❑ S❑❑❑ ❑T ST❑❑❑❑❑❑❑T ❑ D❑❑❑ 9 10 0) V — n ch m 00 co IN M 'It T -� — rho U 9co 04 W 'IT . cm c,0 M� W r'OL c �LL O p U C me cLL am m — 0 CL co °' °' L cla < 2 0) Lo ,~ N fl U U ca -�t U) p u N a � o 0 0 � I m U � W o CD o E E o mCD F>- c ::-> _ LW J CL CI) N Q N 0 V 77 77 z 0 w � o z � � o w cl- o m z o cc w o o � o U z m a� w � o ¢ 6 N O c V O N 11 12 1sheet no. FOUNDATION DETAILS S03.00' SCALE: AS NOTED H F Fl 0 PRE-ENG. 600 5160-54 0 16" O.C. INFILL 5TUD5 3/1G "V 1/2" EXP JT SEE CIVIL 2#5 CONT T❑❑S❑❑T❑❑ FIE] ❑❑ ❑ S❑❑❑ ❑ O' STOREFRONT, SEE ARCH L4x4xl/4" CONT. AND WELDED TO EA C4 C47.2 0 3'-0" O.G. EMBED PL 3/4"x6 "x8" W/ (2) 3/4"Ox6" H.S. #4a12" F WWF X = 6" OR 4"0 STD. PIPE FILLED WITH CONCRETE, 'u 5EE ARCH. 1/2" EXP MATL �, GRADE SUPPORTED 5LA5 T/PAVEMENT EL ADDL #3 TIE 30" DIA GONG FDN REINF W/ 4'r1 VERT AND #3 TIES 612" T❑010❑❑ El El ❑❑❑❑❑ ❑T ❑❑❑❑❑ S❑❑❑❑ ❑T❑❑ S❑❑❑ SEE 7/505.01 F PLATE AND BOLT DTL ELIO' ❑ Fm' T-0" 50 CONC PEDESTAL, SEE ARCH FOR FIN15H WRAP AT CANOPY DIMS 1/4" EXP JT MATERIAL 0#4 DOWELS CL COL / FTG CL COL / FTG w )LATION JOINT T/SLA5 BL. T/FTG EL G POCKET IF (REQD TO ncEP MIN 3" COVER AT ANCHOR BOLTS LL z L k" u C CL OF PIPE ADDL REINF TO MATCH FTG -g 2'" REINF FTG REINF T/FTG EL I I 2 -0" -6" -6' ` 2'-0" LL PIPE NEAR TOP OF FOOTING ADDL REINF TO T/FTG EL j MATCH FTG REINF FTG REINF I i i I 2'-011 I -6 ( 21-011 LL ; J - z d C�, PIPE AT BOTTOM OF FOOTING #6a12° FTG REINF T/FTG EL I i I i NOTE: VERIFY PIPE PENETRATION I LOCATIONS W/ PLUMBING CONTRACTOR PIPE UNDER FOOTING T❑❑1111❑❑T❑S❑❑❑❑❑ ❑❑❑TIM❑ ❑T ❑❑❑❑❑❑❑❑❑❑❑ ❑ImEm ❑ EFILl' ❑ EM' GRADE SUPPORTED SLAB, SEE 1/503.00 T/5LAB EL T/PAVEMENT EL 112" 150LATION JOIN - -------------- MAT'L N - #3�I2" (4" ON GRADE T/FTG EL AN • 5EE FOOTING 5CHEDULE FOR REINF. T❑❑HE❑❑ ST❑❑❑ ❑❑LH1❑ T❑❑❑ ❑❑ Ell M❑ ❑❑ ❑TO❑ OI' ❑ ❑M' ❑M' ❑ 01' 10 MIL. VAPOR RETARDER PRE -CAST CONCRETE VAULT WALL - #5 a 4" O/C EA. WAY STAGGERED IN 4 LAYERS. • • • • • • • • ❑❑❑[IT S Ell ❑ 1� FOOTING SCHEDULE MARK 51ZE (WxLxT) REINF REMARKS ❑❑❑ ❑W'm[VTEL!' ❑❑❑ 111 ❑ ❑❑TT❑M ❑❑❑ ❑U ?'EL1'OCR' ❑❑❑ ❑LT-L ❑ ❑❑TT❑M ❑❑❑ ❑ �'m�'m�' i fl❑ ❑❑TT❑M ❑❑❑ ❑flTl'm1V'=111' ❑❑❑ ❑❑TT❑M ❑❑❑ ❑OI'O❑11'm�1' ❑❑❑ T❑❑ ❑ ❑❑TT❑M ❑❑❑❑ ❑TTL!' IT❑MM 1E1 ' ❑❑❑ C❑ ❑n_ ❑ ❑u' ❑ IF [IS ❑ ❑ T T ❑ ❑ ❑ ❑ ❑ TT - M Ell][][]❑[Is❑1'11E11V'mom' ❑❑❑❑❑❑❑ ❑❑❑❑SCl❑❑T TO ❑ ❑❑TT❑M ❑❑ ❑T[U]0 S❑❑❑❑❑Ell DO' ❑ O' 5EE VAULT 3" MFG. 5PEC. PRE -CAST CONCRETE VAULT WALL 05 0 4" O/C EA. WAY STAGGERED IN 4 LAYERS. PRE-ENGINEERED METAL STUD WALL, 5EE PLAN • • • • • • • • • • • • • • • • • 3" CLR I=1 11= 11 10 MIL. VAPOR RETARDER ❑❑❑CT S Ell] ❑ ❑❑n' ❑ EM' FINISHED GRADE O O o -00 M vi =1 n N O 00 � 00 M M � � � n Z I O 0 J W U 0 i of o� N LI4� dO Vl N L O zL s Ln U d Ln L U N � U c n cri o CO .DO4 c04 of v T T 4 ; - r- m Q co U , T n � U) yr � i- M�� ^, O O t0 C ■ m m n- ESE, W N 2 ' N i caN i 12 'n Y / to W L.. � z U Q tC U T ■� CN T L T � Q �U� O N_ L Q CO O O O O m O � W U O L� oCD 0 � cI� O m —' cf) m CID N � N 0 0 0 .Q U Q) N 73 6 77 Z O cn w L,_j CD m L m z o Of w o c O Q� J O w O Q Q w z LLJ a cn U' U Z m � Z o ¢ w m2k 6 N aD C 7 O N O N N 1 1 2 13 14 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. 5 1 7 911 11 12 1sheet no. FOUNDATION D ETAI LS S03.01 SCALE. AS NOTED W G F E C CL BEAM 5EE ARCH DECK BRG EL ❑❑[H]❑ T❑❑❑❑❑❑ ❑❑❑❑ ❑❑❑❑❑❑TrM❑ EII❑❑❑❑❑❑❑❑ ICI' ❑ awl (5)112 TEK 5CREW5 AT 5UPPORTS CL OF INTERMEDIATE SUPPORT (6) 012 TEK 5CREW5 AT 51DE LAPS ° NOTE: 1, 5EE HIGH ROOF PLAN FOR DECKING ATTACHMENT TO TRUSSES. 5/8" DIA PUDDLE WELDS W/ 14 GA WELD WASHERS '@ 6" AT PERIMETER OF BUILDING 36" WIDE SHEET METAL DECK CL OF END -------- SUPPORT T❑❑[111❑❑ ❑❑ ❑ ❑ ❑❑❑❑ ❑TT❑❑❑M❑❑T 111117 ❑ 1111❑ S❑❑❑T❑ ❑LW' ❑ Owl T /P�f21�I��T CL BEAM L441/4 CONT. (LLH) i ! I L4x4xl/4 -a I'-4" O.C. / (3'-0" O.C. AT H 53'-0") DECK BRG EL ARCH VENEER 4G 5TUD RUNNER �2-54a16" O,C. MIN. a I I I o I I A '! N � TEEIT�j❑❑ ❑❑❑TU❑❑ ❑❑❑❑❑ [HIT❑❑S❑❑TUO❑ O LJWJ' ❑ PI 11 I' N a O Q 1 2 3 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. 4 CL BEAM 5EE ARCH DECK BRG EL ❑❑ Ell] ❑ T❑❑❑❑❑❑ ❑❑❑❑ ❑❑❑❑❑❑T[El ❑ L11❑❑❑EM❑D❑❑❑❑❑ �'❑0m, 3/8" STIFF PL EA. FACE—` /, 3/16" CSxll.5xl'- I" 3/8" 5TIFF PL. n oq 0 u� c S❑❑T1111❑ ❑T ❑❑❑❑ ❑❑❑❑ 0 T/PARAPET L3x3xl/4" CONT. WELD TO EA. J015T ARCH VENEER ---/ CL OF PANEL CL OF CONCENTRATED POINT LOAD ON ROOF NOTE I P CL OF CONCENTRATED LOAD ON ROOF NOTE I NOTE: I. CONCENETRATED LOAD GREATER THAN 100 LB5 BUT NOT TO EXCEED 300 LBS, MAX OF 2 LOAD5 TOTAL PER JOIST, T❑❑[DI❑❑ MIST ❑❑M❑❑❑❑❑M❑LIT M❑ ❑❑❑❑T❑ LIT ❑❑ ❑❑ ❑❑❑ CL BEAM L4x4xl/4 CONT. (LLH) T/PARAPETA3 SEE ARCH PRE-ENG. 600 5160-54 -LOCATE AT J015T 6 16" O.G. INFILL STUDS PANEL POINT L4x4xl/4 a 1'-4" O.G. DECK BRG EL (3'-0" O.C. AT H 53'-0") @ 1 3/16" TYP. EA. 3/16" END 1-1/2"0 5TD. STEEL PIPE a EA. J015T 1/4" I -1-1/2"0 5TD. STEEL PIPE HANGER EA. JOIST I TYP. EA. 3/16" END ! 4II I 1 C12x20.7 PREDRILL HOLE5 IN BOTTOM TYP. EA. FLANGE OF CHANNEL FOR CONNECTION END 1/4" OF BARN DOOR. CONTRACTOR TO COORDINATE W/ BARN 1)00 E RC F LS. �TEMN �EYONDTO NEXT J015T OR Z&�ARCH VENEER 5EE ARCH 1 E TO GHANNEL i 311� 2�12 CL BEAM L4x4xl/4 CONT. (LLH) L4x4xl/4 0 1'-4" O.C. ! (3'-0" O.C. AT H 53'-0") I j PRE-ENG. 600 5160-54 a 16" O.C. INFILL STUDS I 3/16" i I J015T/5EAM BEYOND 1 1/2" COMPENSATING STUD RUNNER PRE-ENG. 6005162-54,816" O.G. MIN. �I ❑❑❑❑❑❑T S❑ LIT [[0 ❑ ❑T M❑TLl❑ ❑❑❑❑❑ ❑ ❑❑❑ I tl I I I' ❑ Lp I I I I' 1 0 DECK BRG EL 4" PROVIDE ADDITIONAL L2x2x3/16" X-TYPE BRIDGING AT EA. HANGER PL 1/2 "xi "x4" L3-1/2x3-1/2xl/4 x 0'-5" 3/Iro L3x3xl/4 TAP 3/16 COORD OPNG 51ZE W/ 4RCH AND MFCH 3/1/0 1_3-1/2x3-1/2r L3x3xl/4 NOTE: FOR SPANS GREATER THAN 5-0" USE L6x3 1/2x5/16 (LLV) T❑❑LLU❑❑ ❑❑❑MU❑ ❑T ❑❑ ❑ ❑ ❑❑❑❑ ❑ ❑❑❑E❑ Ew' ❑ DIM' T/PARAPET 5EE ARCH DECK BRG EL L3x3x!14" CONT. WELD TO EA. JOIST TYP. EA. C6x10.5 HANGER 3'-0" O.C. I END/ I/4" I !I CSxll.S CONT iAllARCH VENEER !I SEE ARCH I ; !I SEE ARCH GLA55 FIN WALL, 5E ARCH L4x3xl/4" CONT. (LLH) TO CN�NNEL fP z xl0 CONT. AT 51M. SECTION 3/1(c 2a12 (STOREFRONT WINDOW) 1111❑T01111❑ ❑❑[1❑❑ ❑T ❑❑❑T❑LlI] S [I DE ❑❑❑❑❑❑❑❑❑ OI' ❑ ❑m' 7 NOTE: WHEN SUPPORT WIDTH 15 LE55 THAN 5 1/2", LAP JOISTS SIDE BY 51DE AT SUPPORT FOR MIN BEARING T❑❑M1❑❑ MOST T❑ ❑❑❑M MT❑❑ELI❑ ❑❑❑❑❑❑TLUI❑ /4 x CL BEAM L4x4xl/4 CONT. (LLH) 1 PRE-ENG. 600 5160-54 A3 j 16" O.C. INFILL 5TUE)5 -- 1 I I L441/4 '@ I'-4" O.C. 1 (3'-0" O.C. AT H 53'-0") q � I ! I j 3/16" � ! I JOIST/BEAM BEYOND, SEE PLAN I I ! _ DECK BRG EL TYP. EA. j END O i f i 1 4 i L2x2x3/16" e EA. HANG PL I/2"x7x4" CONT. L4x3x'/4" (L.L.V.) WELDED TO EACH JOIST o PANEL JOINT C6x10.5 HANGER 'a 3'-0" O.C. CSx11.5 CONT 5EE ARCH GLA55 FIN WALL, SEE ARCH GUNI. (LLH) fE ! a"xlO" CONT. AT 51M. SECTION (STOREFRONT WINDOW) ❑❑❑T1111❑❑ ❑❑❑❑❑ ❑T ❑❑❑TUE❑ ❑ ❑❑❑ ❑❑❑❑❑❑❑❑ [El ❑❑❑S Fm' ❑ ❑FI' DECK BRG EL U i.. O 00 co NO F- w id M vi Q O V) (V O) W W N i •�•� ^ N UV Z O CD Q J W U o z �L'Ln wT L as as 55V U) a) a -2 N C Q V) a) i 0 'i .- 7 Z Z 3 t _ CDd U D n LU N Q 0) U CIO Cp a) N N rn 4 r - I 8 09 U ., oo Cr hM rn q fh O L c LL f9 ■ in L A+ Q:9 6 W a 'E CaS 06 9— � � �`�°a� Q W U _ c Ugh 4 0 O / ' N_ O � o O O � I m C w E U � w o o 77----��CD U W w cn n" a _� El- .0 _ � W U UJ QJ z 0 > w � w o z w O w =D m z o w w o 0 O o w O Q Q� w U a w m a N 0-) 'd- O cV I O N 9 10 11 12 sheet no. FRAMING DETAILS S 0 500 SCALE: AS NOTED G F 0 3-51DE: TYF DEC ❑ FIV' ❑ EE111' NOTE I. 15% OF 5TIFF PL THICKNE55 H556x4 W/ 1/2"OA-1/2" THREADED STUD a 24" O.C. WELDED TO TOP OF TUBE H556x LJ/JJ.I!'t JLVI L ANGLE TO MATCH ROOF 5LOPE 14555x6. WELD TO COLUMN a EACH END WITH FULL PENETRATION WELD ALL AROUND ■■■ ■ ■■■ ■■■■■■ ■■■■■ ■■■■■■ ill■ UNSLOTTED COLUMN EB, TYP NOT 5HOWN auvuL� r-LATE CONNECTION (3/0" MIN) 51ZE TO SUIT 5HEAR AND MOMENT NOTE: CL05E COLUMN WITH 1/2" CAP PLATE, TYP ■■111■■ ■■■ ■■ ■■ ■ ■■ ■■MINIMUM ❑ IM' ❑ DIM' H556x H554x4 COL. CL COL 6005162-54a16" O.C. MIN, H556x&. WELDED TO COL. a EA. END. 5EE DETAIL 4/505.01 ■■ 111■ ■■■ ■■ ■■■■ FM' I I' ❑ EIM' E ARCH. N5HADE, E ARCH. 5A5E PLATE AND ANCHOR BOLT 5CHEDULE COLUMN 51ZE 5A5E PLATE ANCHOR BOLT5 WELD ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑ ❑ Ell][] ❑EV' ❑d' ❑d' ❑ ❑ 1 d' ❑ ❑mod' 000 El❑mil' �I' ❑d' ❑ ❑M' �' ❑ ❑®d' ❑ ❑ ❑ ❑ ❑❑J' ❑d' ❑d' ❑ ❑V' ❑d' ❑ ❑mod' 111111 ❑ ❑m, ❑d' ❑d' ❑ ❑M' ❑d' ❑ ❑❑7' TACK IOW' ❑ FW' C 5TD PLATE WA5HER AT EACH ANCHOR BOLT, 5EE NOTE I THREADED ANCHOR BOLT PROJECTION = GROUT + BASE PLATE THICKNE55 + ANCHOR BOLT DIA + I" MIN ANCHOR ROD WITH 2 5TD FLAT WASHERS AND 2 HEAVY HEX NUT5, TYP NOTE: I. PROVIDE PLATE WA5HER AT BRACED FRAME ONLY h /n 11 r-,i Itt hl CL COL 5EE ARCH � L3x3xl4" A jI A21I H558x65EARCH L / El H556x4 W/ 1/56x4 H5544 W/ 1/21*1-1/2" THREADED 5TUD a 24" BEYOND THREADED 5TUD a 24" O.C. WELDED TO TOP OF O.C. WELDED TO TOP OF TUBE TUBE (DROP TOP OF 3/IG H5544 P) u C 3/0" GU55ET 5EE 12/505,02 j I N i I I N I 2115 1/211 5 1/211 [2 1 11 I C 3/0" GU55ET 5EE 12/505,02 I I -- ----------- i ------- _ -- I i I 211 51/211 51/2" 2" I ❑❑❑ .- 2/QII CtICCC�ICb nI AtCC III„au T1'P. U N W F � a O S "w N -I-+ (0 a L_ — _ V z vo Z V (�Z oW.. Q O 19 Z O N a w� 0) U _ co a��� yr Vl 001� ' M � L� a a) ^, W cm')5 M -0 i- C m FL O p U C f0 � ■ co ca m 7 O.-O S E VG5 L.L E t N L )06 Q O � y a(0•U U—cc 2 l ) 4 ■� T l r 7 O 7D O CD _0 L� a CD W -B U � LCD o o E 0 o U W U_ J = Cr) N C-D N 0 .Q V N V O f- W Q C Q O Li � - Q � w U w m E, � � 6 ci) v z a� w � o � O N 1 2 1 3 1 4 ' 5 1 6 1 7 1 8 9 10 111 1 12 sheet no. THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. �/� V I �J DAETA �SS05.01 NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. CL • CL BEAM L4x4xl/4 '. BEAM i L4x4xl/4 CONT. T/PARAPET PRE-ENG. 600 5160-54 T/PARAPET PRE-ENG. 600 5I60-54 SEE ARCH - 2" a 16" O.C. INFILL STUDS _ SEE ARCH 16" O.C. INFILL STUDS ! � L x4xl/ 0 -4 C. H 2 „ 44x4 a 1-4" 1xO.C. (3'-0" O.C. AT H 53'-011) (3'-0" O.G. AT H 53'-011) x 3/16 3/16" I i CONT. L4x3x'/4" (L.L.VJ WELDED j L3x3xl/4" CONT. j L3x3xl/4" CONT. TO EACH J015T 6 PANEL JOINT O PL 3/8"xll" CONT. PL 3/8"xll" CONT. j DECK BRG EL [DECK BRG EL cO c� ( ''---- ------ --- 3/16" 4-12 3/16'1 V 4 12 G P L2x2x3/16" EA. L4x4xl/4 3/0" STIFF, PL E.S. 6 i 3/8 STIFF. PL E.S. a i EA. C6 PROVIDE ADDITIONAL LZx2x3/16" EA. C6 ! TYP. EA. END ! i X-TYPE BRIDGING AT EA. L441/4 3/16" 1 1/2" COMPENSATING STUD RUNNER i 1 1/2" COMPENSATING STUD RUNNER I PRE-ENG. 6005162-54a16" O.G. MIN, PRE-ENG. 6005162-54616" O.G. MIN, I F S❑❑T[H]❑ ❑T ❑❑❑❑❑LIT M❑❑❑❑❑❑HE❑❑❑❑❑ ❑V' ❑ ❑M' T/SLAB EL = -1'-4" �❑❑❑❑❑❑ ❑❑❑M❑ ❑❑❑❑❑ ❑❑❑❑M❑ 1111D❑ ❑ j IIM' ❑ EM' T/SLAB EL = 0'- T/FTG EL = -1'-4" ,SEE PLAN -UMN, SEE PLAN E ❑❑❑❑❑❑ ❑❑❑M❑ ❑❑❑❑❑ ❑❑❑❑M❑ ❑�❑ El i A O N i O N a °3 5 d • 1 2 3 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. 4 S❑❑T[El ❑ ❑T ❑❑❑❑❑[IT [1]❑❑❑❑❑❑❑1 ❑V, ❑ ❑m, n n L T/SLAB EL = 0'- T/FTG EL = -1'-4" IN, SEE PLAN ❑❑❑❑❑❑ ❑❑❑M❑ ❑❑❑ El ❑❑ ❑❑M❑ DIM ❑ Y Il ❑ ICI' T7SLAa_\ EL = 0'-0 T7FTG EL = -1'-4 nA A.2 O ❑❑❑❑❑❑ ❑❑❑M❑ ❑❑❑ [I [I ❑❑ ❑❑M❑ ❑1H]11 ❑ FM' ❑ I I I I I' ;OLUMN, c CL JOIST DECK BEARING EL T❑❑LID❑❑❑❑❑MT❑ mCST❑❑❑❑❑❑TS❑ F"' ❑ LIM' Q/Qll C.t ltt CI Ala AAlr'1 tGl T❑❑1111❑❑ ❑❑❑TIL❑❑ ❑❑❑❑❑ [II]T❑❑S❑❑T❑ [I ❑gym' ❑ ®n' CL METAL STUD AND BEAM T❑❑S❑❑ ❑❑❑❑ ❑❑❑❑ ❑T M❑T❑❑ST❑❑ 0 IT❑ ❑❑❑M )TL EL I' VA. L BEAM D FS SEA WELT BRACE rT AklY A— AIr_i- rl it Ar Y l err ­i.lri-*ION, (3) BOLTS MIN. =AM, 11" JMN L BEAM T❑❑[El ❑❑ ❑❑❑TLIE ❑❑ ❑❑❑❑❑ ❑T ❑❑❑ ❑❑ ❑❑M❑ ❑T ❑❑ ❑ ❑ mill ❑ LIII II Ii SEA WEL TYP T/FNt CL GOL BRACE 3/16" COVER PL, NS AN[) FS 3/0" GUSSET PL BASE PLATE, SEE 7/505.01 T❑❑DE❑❑ ❑❑❑T[H]❑❑ ❑❑❑❑❑ LIT E❑ ❑❑❑❑TIIII ❑ 0m' ❑ 0m' V) V � M 0)NN Q� — &moo L? op . Cy) 04 T Cj' w �ly) CD (. N M-° 0 0 O UCL) C ■ _ Co - 6 m 12 A\ Q'O V f- L ) °' a)W L OC y M � Q ♦� U) to ` a) to f- (1)L C ;T E U U a ■� T T � 2 J V/ O ' \ N_ L ca � O O O FT I QD m �W E U LL o O (D I— = m p J = Q0 Q) 7D z O w � cLJ� w z � 0 0:� o U m � U Q L� O m LLJ X w z Q z 0 0 ¢ _:nE Q N � 't 03 O N N N 5 16 17 8 1 9 1 10 11 12 1 sheet no. FRAM NG DETA LS S05�021 SCALE: AS NOTED ;1 FI E C 0 E 0- rn LR I rn L A 00 0 N N O RECORD DRAWINGS: 03-19-18 THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE CONSULTANT SHALL NOT BE HELD RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY HAVE BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. MECHANICAL SPECIFICATIONS 1. GENERAL RESPONSIBILITIES OF THE CONTRACTORS PRIOR TO STARTING THE PROJECT, THE MECHANICAL CONTRACTOR SHALL PROVIDE THE SERVICES OF A STRUCTURAL PROFESSIONAL ENGINEER WHO SHALL CERTIFY THE INSTALLATION AND ATTACHMENT OF ALL ITEMS REQUIRING STRUCTURAL SUPPORT OR WIND LOADING ARE ACCEPTABLE AND MEET THE CODE REQUIREMENTS. ALL DETAILS SHOWN ARE ONLY INTENDED TO BE USED BUDGETING PURPOSES THE MECHANICAL CONTRACTOR SHALL PROVIDE A SIGNED AND SEAL LETTER FROM THE STRUCTURAL ENGINEER STATING THAT THE ENTIRE MECHANICAL INSTALLATION MEETS FLORIDA WIND LOAD AND STRUCTURAL SUPPORT REQUIREMENTS. THE GENERAL AND MECHANICAL CONTRACTORS SHALL PROVIDE THE LABOR, MATERIALS, AND EQUIPMENT REQUIRED FOR THE HEATING, VENTILATION, AND AIR CONDITIONING SYSTEM(S) AS DESCRIBED IN THE COMPLETE SET OF CONSTRUCTION DOCUMENTS. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE AND 2014 FLORIDA ENERGY CODE, 2011 NATIONAL ELECTRIC CODE, NFPA NATIONAL FIRE CODES, AND ALL OTHER STATE AND LOCAL CODES. THE OWNER SHALL NOT BE RESPONSIBLE FOR ANY PORTION OF THE SCOPE OF WORK UNLESS SPECIFICALLY NOTED IN THE CONSTRUCTION DOCUMENTS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION SCHEDULES OF ALL TRADES. FIXED WORK SUCH AS DUCTWORK AND SANITARY AND STORM PIPING SHALL BE INSTALLED PRIOR TO ANY TRADE WORK THAT CAN BE EASILY RELOCATED OR OFFSET SUCH AS ELECTRICAL CONDUIT AND FIRE PROTECTION AND WATER PIPING. ALL ELECTRICAL CONDUIT AND WATER PIPING SHALL BE INSTALLED AS CLOSE TO WALLS AND AS CLOSE TOGETHER AS POSSIBLE TO ALLOW FOR MAXIMUM DUCT ACCESSIBILITY. ALL CONTRACTORS SHALL COORDINATE THE SCOPE OF THEIR WORK AND THEIR CONSTRUCTION SCHEDULES WITH THE OWNER TO PREVENT ANY INTERRUPTIONS UNACCEPTABLE TO THE OWNER. THIS MAY REQUIRE WORK AFTER NORMAL OPERATING HOURS AND/OR ON WEEKENDS. 2. BIDS, SHOP DRAWINGS, EQUIPMENT SUBMITTALS, AND CHANGE ORDERS EACH PROSPECTIVE CONTRACTOR SHALL EVALUATE THE SCOPE OF WORK THOROUGHLY PRIOR TO SUBMITTING A BID. SOME CONDUIT, PIPING, AND OTHER OBSTACLES MAY NEED TO BE RELOCATED AND SUCH RELOCATION SHOULD BE INCLUDED IN EACH PROSPECTIVE MECHANICAL CONTRACTOR'S BID. EACH PROSPECTIVE MECHANICAL CONTRACTOR SHALL PROVIDE A DETAILED COST BREAKDOWN FOR EACH TASK IN THE SCOPE OF WORK AS SHOWN ON THE CONSTRUCTION DOCUMENTS, INCLUDING EQUIPMENT, MATERIALS, AND LABOR. ANY PROPOSED VALUE -ENGINEERING, INCLUDING SUBSTITUTIONS FOR SCHEDULED EQUIPMENT, SHALL BE PRESENTED SEPARATELY AS AN ALTERNATE WITH A SIMILAR COST BREAKDOWN. THE SCOPE OF WORK SHALL BE BID WITH THE SCHEDULED EQUIPMENT AND ANY PROPOSED VALUE -ENGINEERING OR EQUIPMENT SUBSTITUTIONS SHALL BE IDENTIFIED AS ALTERNATE DEDUCTIONS FROM THE CONTRACTOR'S BASE BID. ANY CHANGE ORDERS MUST BE SUBMITTED WITH BOTH THE ORIGINAL COST BREAKDOWN AND THE NEW COST BREAKDOWN FOR COMPARISON. EACH PROSPECTIVE MECHANICAL CONTRACTOR SHALL PROVIDE A CONSTRUCTION SCHEDULE DETAILING THE START DATE, DURATION, ASSIGNED MAN-HOURS, AND FINISH DATE OF EACH TASK IN THE SCOPE OF WORK AS SHOWN ON THE CONSTRUCTION DOCUMENTS. IF ANY PROPOSED VALUE -ENGINEERING OR EQUIPMENT SUBSTITUTIONS AFFECT THIS SCHEDULE, THEN THOSE IMPACTS SHALL BE IDENTIFIED SEPARATELY. PRIOR TO STARTING THE PROJECT, THE MECHANICAL CONTRACTOR SHALL STUDY THE COMPLETE SET OF CONSTRUCTION DOCUMENTS AND COORDINATE WITH THE OTHER TRADES AS REQUIRED TO PROVIDE SHOP DRAWINGS TO SUBMIT TO THE MECHANICAL ENGINEER FOR APPROVAL. THE SHOP DRAWINGS MAY BE SUBMITTED AS HAND -DRAWN NOTES UPON A COPY OF THE CONSTRUCTION DOCUMENTS IF PERMISSION IS OBTAINED FROM THE MECHANICAL ENGINEER. THE CONSTRUCTION DOCUMENTS ARE DIAGRAMMATIC IN NATURE AND INTENDED SOLELY TO CLARIFY THE SCOPE OF WORK AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS. THE CONSTRUCTION DOCUMENTS ARE NOT INTENDED TO ALERT THE CONTRACTOR(S) OF ALL OBSTACLES. THE SHOP DRAWINGS SHALL SHOW THE COORDINATION OF DUCTWORK AND MECHANICAL EQUIPMENT INSTALLATION WITH EXISTING AND NEW OBSTACLES INCLUDING, BUT NOT LIMITED TO, ELECTRICAL CONDUITS, FIRE PROTECTION PIPING, RAIN LEADERS, SANITARY DRAINS, STRUCTURAL MEMBERS, AND WATER PIPING, AS WELL AS THE MECHANICAL EQUIPMENT MANUFACTURER'S' RECOMMENDED CLEARANCES THE MECHANICAL CONTRACTOR SHALL ALSO SHOW THE EXISTING CONDITIONS ON THE SHOP DRAWINGS WHERE THE EXISTING CONDITIONS ARE DIFFERENT FROM THOSE SHOWN ON THE CONSTRUCTION DOCUMENTS, PRIOR TO STARTING THE PROJECT, THE MECHANICAL CONTRACTOR SHALL STUDY THE COMPLETE SET OF CONSTRUCTION DOCUMENTS AND COORDINATE WITH THE MANUFACTURER(S) AS REQUIRED TO PROVIDE EQUIPMENT SUBMITTALS TO SUBMIT TO THE MECHANICAL ENGINEER FOR APPROVAL. THE EQUIPMENT SUBMITTALS SHALL INCLUDE DIMENSIONS, WEIGHTS, SPECIFIED ACCESSORIES AND REQUIRED CLEARANCES, AS WELL AS FAN CURVES, SOUND LEVELS, CONSTRUCTION DETAILS, WARRANTY INFORMATION, AND ALL OTHER RELEVANT DATA PRESENTED IN THE SAME FORMAT AS THE EQUIPMENT SCHEDULES ON THE CONSTRUCTION DOCUMENTS. THE BASE PRICE SHALL USE ALL EQUIPMENT AS SPECIFIED. ALL VALUE ENGINEERING ALTERNATES SHALL BE LISTED AS ALTERNATES FOR THE OWNERS CONSIDERATION. IF ALTERNATE PRICING IS NOT ACCEPTED BY THE OWNER AND ENGINEER, THEN THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT AS SPECIFIED. THE OWNER WILL CONSIDER A CHEAPER PIECE OF EQUIPMENT IF THE DEDUCT IS ENOUGH AND THE PERFORMANCE IS STILL ACCEPTABLE. THE OWNER WILL CONSIDER A MORE EXPENSIVE PIECE OF EQUIPMENT IF BETTER PERFORMANCE WOULD JUSTIFY THE ADDITIONAL UPFRONT COST. PLEASE PROVIDE ALL ALTERNATES THAT WOULD BE USEFUL FOR THE OWNER TO CONSIDER TO SAVE MONEY OR IMPROVE PERFORMANCE. ALTERNATES MUST MEET THE SPECIFICATION REQUIREMENTS AND THE CONTRACTOR ASSUMES FULL RESPONSIBILITY OF COORDINATING WITH OTHER TRADES FOR ALL CHANGES AND COST REQUIRED. ALTERNATIVES TO THE SCHEDULED EQUIPMENT AND MATERIALS MUST BE EQUAL TO OR EXCEED THOSE SCHEDULED. IF SUBSTITUTIONS FOR SCHEDULED EQUIPMENT AND MATERIALS ARE TO BE MADE, THEN THE MECHANICAL CONTRACTOR SHALL FIRST SUBMIT TO THE MECHANICAL ENGINEER COMPARATIVE LITERATURE CLEARLY SHOWING THE EQUIVALENT OPERATING CAPABILITIES AND OTHER PROPERTIES OF THE SUBSTITUTIONS. ALL DEVIATIONS MUST BE CLEARLY IDENTIFIED AND A REQUEST MUST BE MADE SPECIFIC FOR ALL DEVIATIONS. WHEN SUBSTITUTIONS ARE MADE, THE CONTRACTOR ASSUMES FULL RESPONSIBILITY OF COORDINATING WITH OTHER TRADES ON ANY CHANGES REQUIRED FOR THE SUBSTITUTION, INCLUDING COSTS, ASSOCIATED WITH DUCTWORK, PIPING, ELECTRICAL AND STRUCTURAL TO IMPLEMENT THE SUBSTITUTED ITEM(S). THE MECHANICAL CONTRACTOR SHALL VERIFY THE LOCATIONS OF THE DIFFUSERS AND GRILLES AND SUBMIT A REQUEST -FOR -INFORMATION IF THERE IS A CONFLICT BETWEEN THE ARCHITECTURAL AND MECHANICAL PORTIONS OF THE CONSTRUCTION DOCUMENTS. THE MECHANICAL CONTRACTOR SHALL ALSO VERIFY THE TYPES OF CEILINGS IN THE SCOPE OF WORK PRIOR TO ORDERING DIFFUSERS AND GRILLES. THE MECHANICAL CONTRACTOR SHALL COORDINATE THE FINISH OF ALL DIFFUSERS AND GRILLES, EXPOSED DUCTWORK, GRAVITY VENTILATORS, LOUVERS, AND WALL CAPS WITH THE ARCHITECT ALL VISIBLE EXTERIOR COMPONENTS (SUCH AS EXPOSED DUCTWORK AND LOUVERS) SHALL BE PROVIDED WITH A PAINT -GRIP FINISH. ANY CHANGE ORDER SUBMITTED BY THE GENERAL, MECHANICAL, OR ELECTRICAL CONTRACTORS FOR WORK WITHIN THE SCOPE OF THIS PROJECT SHALL NOT EXCEED THE VALUES LISTED IN THE MOST CURRENT VERSIONS OF THE MEANS COST DATA BOOKS FOR THE APPLICABLE TRADES. EVERY CHANGE ORDER SHALL BE ACCOMPANIED BY A DETAILED COST BREAKDOWN FOR EACH TASK, INCLUDING EQUIPMENT, MATERIALS, AND LABOR, THE MECHANICAL ENGINEER MAY, AT HIS DISCRETION, REQUIRE THE CONTRACTOR(S) TO PROVIDE A FINAL, VERIFIABLE ACCOUNTING OF EQUIPMENT, MATERIALS, AND LABOR AFTER THE WORK IS COMPLETE AND PRIOR TO THE MECHANICAL ENGINEER'S APPROVAL OF THE CONTRACTOR'S' FINAL PAY APPLICATION(S). LABOR RATES FOR CHANGE ORDERS SHALL NOT EXCEED $50/HOUR ($75/HR OVERTIME) FOR ANY CHANGE ORDERS INCLUDING ALL OVERHEAD AND PROFIT UNLESS APPROVED BY THE ENGINEER OF RECORD. MATERIALRATES FOR PIPING SHALL NOT EXCEED A 0.35 MULTIPLER FOR NIBCO MATERIALS UNLESS APPROVED BY ENGINEER OF RECORD. 3. MECHANICAL EQUIPMENT INSTALLATION ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AS REQUIRED BY THE MANUFACTURER'S' INSTALLATION AND MAINTENANCE MANUALS. THOSE MANUALS WILL TYPICALLY PROVIDE MORE DETAIL THAN THE CONSTRUCTION DOCUMENTS. IF THERE IS A CONFLICT BETWEEN THE INSTALLATION AND MAINTENANCE MANUALS AND THE CONSTRUCTION DOCUMENTS, THEN THE MECHANICAL CONTRACTOR SHALL SUBMIT A REQUEST -FOR -INFORMATION TO THE MECHANICAL ENGINEER. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED SUCH THAT SUFFICIENT CLEARANCES ARE PROVIDED FOR MAINTENANCE. ALL MECHANICAL EQUIPMENT AT A HEIGHT GREATER THAN SIXTEEN (16) FEET SHALL HAVE A PERMANENT MEANS OF ACCESS. ALL COMPRESSORS SHALL HAVE A MINIMUM OF THIRTY (30) INCHES OF CLEAR SPACE ON THE SERVICE SIDE(S). THE MECHANICAL CONTRACTOR SHALL PROVIDE VIBRATION ISOLATION AS RECOMMENDED BY THE MANUFACTURER(S) AND/OR REQUIRED BY THE MECHANICAL ENGINEER TO ENSURE QUIET OPERATION OF THE MECHANICAL EQUIPMENT. NO UNDUE VIBRATION OR SOUND SHALL BE TRANSMITTED TO THE STRUCTURE OR ANY OCCUPIED SPACES WITHIN THE STRUCTURE. THE FILTER RACKS SHALL BE INSTALLED SUCH THAT SUFFICIENT CLEARANCES ARE PROVIDED FOR MECHANICAL SPECIFICATIONS MAINTENANCE AND SHALL BE SEALED AIRTIGHT. THE FILTERS SHALL BE REMOVABLE FROM EITHER SIDE OF THE FILTER SECTION(S). THE MECHANICAL CONTRACTOR SHALL PROVIDE A TOTAL OF THREE (3) COMPLETE SETS OF FILTERS FOR ALL MECHANICAL EQUIPMENT IN THE SIZE AND ARRANGEMENT RECOMMENDED BY THE MANUFACTURER. THE 2" FILTERS SHALL PROVIDE ASHRAE 52.2 FILTRATION EFFICIENCY AS SHOWN ON THE CONSTRUCTION DOCUMENTS OR MINIMUM MERV 6 FILTRATION EFFICIENCY IF NO HIGHER VALUE IS SPECIFIED. THE MECHANICAL CONTRACTOR SHALL PROVIDE A SECONDARY FLOAT SWITCH ON THE SECONDARY DRAIN OF EACH AIR HANDLER. THE FLOAT SWITCH SHALL SHUT ITS ASSOCIATED AIR HANDLER DOWN IF OVERFLOW IS DETECTED. ALL REFRIGERANT LINES AND ACCESSORIES SHALL BE SIZED AND INSTALLED PER THE EQUIPMENT MANUFACTURER'S' RECOMMENDATIONS. THE MECHANICAL CONTRACTOR AND MANUFACTURER SHALL STUDY THE COMPLETE SET OF CONSTRUCTION DOCUMENTS AND EXISTING AND PROPOSED CONDITIONS TO ENSURE THAT THE MECHANICAL EQUIPMENT HAS THE CAPACITY TO PROPERLY RETURN OIL TO THE COMPRESSOR(S). THE MECHANICAL CONTRACTOR SHALL ENSURE THAT THE MANUFACTURER(S) IS/ARE AWARE OF THE HORIZONTAL DISTANCE AND VERTICAL RISE BETWEEN EACH AIR HANDLER AND ITS ASSOCIATED CONDENSING UNIT. REFRIGERANT LINES SHALL BE FILLED WITH DRY NITROGEN DURING SOLDERING. THE MECHANICAL CONTRACTOR SHALL TEST, CLEAN, AND DEHYDRATE ALL REFRIGERANT LINES AND PROVIDE THE CRITICAL CHARGE(S) OF REFRIGERANT PE R THE MECHANICAL EQUIPMENT MANUFACTURER'S' RECOMMENDATIONS, THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL NECESSARY VALVES, TRAPS, SIGHT GLASSES, AND OTHER ACCESSORIES AS RECOMMENDED BY THE MECHANICAL EQUIPMENT MANUFACTURER(S). SERVICE FITTINGS SHALL BE ACCESSIBLE. EACH DX SPLIT SYSTEM'S AIR HANDLER AND CONDENSING UNIT SHALL BE BY ONE MANUFACTURER AND SHALL HAVE OR EXCEED THE CAPACITIES LISTED IN THE EQUIPMENT SCHEDULE(S) ON THE CONSTRUCTION DOCUMENTS. EACH ELECTRIC HEATER SHALL HAVE OR EXCEED THE CAPACITIES AND ELECTRICAL REQUIREMENTS LISTED IN THE EQUIPMENT SCHEDULE(S) ON THE CONSTRUCTION DOCUMENTS. THE MANUFACTURER(S) AND THE MECHANICAL CONTRACTOR SHALL PROVIDE PROTECTION FOR ALL DX MECHANICAL EQUIPMENT INCLUDING, BUT NOT LIMITED TO, AN ANTI -SHORT -CYCLE TIMER FOR EACH COMPRESSOR, HEAD PRESSURE CONTROL, HIGH PRESSURE CONTROL (MANUAL RESET), AND LOW PRESSURE CONTROL (AUTO RESET). THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL STARTERS, CONTACTORS, RELAYS, CONTROLS, AND ACCESSORIES NECESSARY TO PROVIDE A COMPLETE AND WORKING POWER AND CONTROL SYSTEM FOR THE MECHANICAL EQUIPMENT WITHIN THE SCOPE OF WORK. THE ELECTRICAL CONTRACTOR WILL PROVIDE ALL DISCONNECT SWITCHES, CONDUIT, AND WIRING FOR THE MECHANICAL EQUIPMENT WITHIN THE SCOPE OF WORK. ALL ELECTRICAL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE NATIONAL ELECTRIC CODE. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER OPERATION OF THE COMPLETE SYSTEM AND SHALL ENSURE THAT WIRING DIAGRAMS ARE PROVIDED TO THE OWNER. NO WIRING OF ANY KIND SHALL BE EXPOSED IN FINISHED AREAS. THE MECHANICAL CONTRACTOR SHALL ENSURE THAT ALL MECHANICAL EQUIPMENT IS STARTED, TESTED, ADJUSTED, AND PLACED IN SATISFACTORY OPERATING CONDITION PRIOR TO SUBSTANTIAL COMPLETION. THE MECHANICAL CONTRACTOR SHALL GUARANTEE ALL WORKMANSHIP, MATERIALS, AND MECHANICAL EQUIPMENT TO BE FREE OF DEFECTS FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER AND SHALL REPAIR ANY DEFECTS OCCURRING WITHIN THAT TIME WITHOUT COST TO THE OWNER. ALL MECHANICAL EQUIPMENT IN THE SCOPE OF WORK SHALL BE COVERED FOR THE DURATION OF THE MANUFACTURERS' WARRANTIES AND THE CONTRACTOR SHALL PROVIDE THE OWNER WITH ORIGINALS OF ALL MANUFACTURERS' GUARANTEES AND WARRANTIES. ALL COMPRESSORS SHALL BE PROVIDED WITH A MINIMUM FIVE (5) YEAR WARRANTY. THE CONTRACTOR SHALL PROVIDE THE COST OF ALL WARRANTIES TO THE OWNER AND GIVE THE OWNER THE OPTION TO DEDUCT THIS COST FROM THE CONTRACTOR PRICE AND PURCHASE THE WARRANTIES DIRECTLY. THE MECHANICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL EQUIPMENT VOLTAGE REQUIREMENTS WITH THE VOLTAGE AVAILABLE AT THE PROJECT SITE PRIOR TO ORDERING ANY MECHANICAL EQUIPMENT. THE MECHANICAL CONTRACTOR SHALL RETURN ANY EXISTING MECHANICAL EQUIPMENT IN THE SCOPE OF WORK AS REQUESTED BY THE OWNER. THIS MAY INCLUDE MAKING PROVISIONS TO RECLAIM THE REFRIGERANT, THE MECHANICAL CONTRACTOR SHALL REMOVE EXISTING MECHANICAL EQUIPMENT NOT REQUESTED BY THE OWNER FROM THE PROJECT SITE AND DISPOSE OF IT IN ACCORDANCE WITH ALL APPLICABLE LAWS. �I•1�I �JIiI.7:ZK�]06111:711611[60w THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION'S "HVAC DUCT CONSTRUCTION STANDARDS" SHALL BE CONSIDERED PART OF THE SPECIFICATIONS FOR THIS PROJECT. ANY WORK THAT DOES NOT COMPLY WITH THESE STANDARDS MAY BE REJECTED AT ANY TIME DURING THE PROJECT. ALL RETURN, EXHAUST AND OUTSIDE AIR DUCTWORK SHALL BE UNISULATED SHEET METAL. ALL SUPPLY DUCTWORK SHALL BE SHEET METAL WITH EXTERNAL WRAP INSULATION, R-4.2 OR GREATER ROUND DUCTWORK MAY BE SPIRAL OR SNAP -LOCK ALL DUCT DIMENSIONS SHOWN ON THE CONSTRUCTION DOCUMENTS ARE INSIDE CLEAR DIMENSIONS. THE MECHANICAL CONTRACTOR SHALL PROVIDE FLEXIBLE CONNECTIONS BETWEEN EACH ITEM OF MECHANICAL AND ITS ASSOCIATED DUCT() EQUIPMENT S . ALL ITEMS OF THE HEATING VENTILATION Q AND AIR CONDITIONING SYSTEM INCLUDING, BUT NOT LIMITED TO, AIR HANDLERS, FANS, DUCTWORK, DIFFUSERS, AND GRILLES SHALL NOT BE SUPPORTED BY THE CEILING OR CEILING SUSPENSION SYSTEM, BUT INSTEAD SHALL BE SUPPORTED BY THE BUILDING STRUCTURE. ALL ELBOWS GREATER THAN FORTY-FIVE (45) DEGREES ELBOWS SHALL HAVE A ONE AND ONE-HALF (1.5) CENTERLINE RADIUS -TO -WIDTH OR RADIUS -TO -DEPTH RATIO OR SHALL BE CONSTRUCTED WITH SINGLE BLADE TURNING VANES. ANGULAR TAPERS SHALL BE LIMITED TO THIRTY (30) DEGREES FOR CONTRACTING TAPERS AND TWENTY (20) DEGREES FOR EXPANDING TAPERS. THE MAXIMUM LENGTH OF NEW FLEXIBLE SUPPLY DUCT SHALL BE 10'-0". FLEXIBLE RETURN DUCT SHALL BE LIMITED ONLY TO THE VERTICAL RISE ABOVE THE RETURN AIR DISTRIBUTION DEVICE PER THE DETAIL. FLEXIBLE DUCT SHALL BE INSTALLED AND SUPPORTED SO AS TO PREVENT THE USE OF EXCESS DUCT MATERIAL, PREVENT DISLOCATION OR DAMAGE, AND PREVENT CONSTRICTION OF THE DUCT BELOW THE RATED DUCT DIAMETER. FLEXIBLE DUCT BENDS SHALL MAINTAIN A CENTERLINE RADIUS OF NOT LESS THAN ONE AND ONE-HALF (1.5) DUCT DIAMETERS. SAGS SHALL NOT EXCEED ONE-HALF (0.5) INCH PER LINEAR FOOT OF FLEXIBLE DUCT. HANGERS, SADDLES, AND OTHER SUPPORTS SHALL HAVE A MINIMUM WIDTH OF ONE AND ONE-HALF (1.5) INCHES. THE MECHANICAL CONTRACTOR SHALL PROVIDE SUPPORT FOR FLEXIBLE DUCTWORK WITH A MAXIMUM SPACING OF 5'-0", UNLESS OTHERWISE NOTED ON THE CONSTRUCTION DOCUMENTS OR AUTHORIZED BY THE MECHANICAL ENGINEER. SURFACES UPON WHICH CLOSURE OR SEALING PRODUCTS ARE TO BE APPLIED SHALL BE CLEAN AND DRY IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. ALL DUCTWORK SHALL BE SEALED WITH A NON -HARDENING, NON -MIGRATING MASTIC OR LIQUID ELASTIC SEALANT AS REQUIRED TO MEET THE 2014 FLORIDA ENERGY CODE. THE MECHANICAL CONTRACTOR SHALL PROVIDE HOT -DIPPED GALVANIZED STEEL FASTENERS, ANCHORS, RODS, STRAPS, TRIM, AND ANGLES FOR INTERIOR DUCTWORK SUPPORTS. INTERIOR DUCTWORK SUPPORT SPACING SHALL NOT EXCEED 5'-0". THE MECHANICAL CONTRACTOR SHALL PROVIDE INSULATION WITH A MINIMUM R-VALUE OF 4.2 ON ALL SUPPLY DUCTWORK. ALL DUCTWORK INSULATION, FITTINGS, COVERS, AND FINISHES SHALL HAVE A MAXIMUM FLAME SPREAD RATING OF 25, A MAXIMUM SMOKE DEVELOPMENT RATING OF 50, AND SHALL BE IN COMPLIANCE WITH NFPA 90A. PROVIDE MINIMUM OF 1/2" FIBERGLASS WITH FOIL/SCRIM VAPOR BARRIER ON THE BACK PAN OF ALL NEW SUPPLY AIR DEVICES. ALL OUTSIDE AIR INTAKES SHALL BE A MINIMUM OF 10', 15" 30" FROM CLASS 2, CLASS 3 AND CLASS 4 EXHAUST. THE MECHANICAL CONTRACTOR SHALL PROVIDE SCREENS ON ALL OUTSIDE AIR INTAKES AND EXHAUST OUTLETS AT NO LESS THAN 1/4" BY 1/4 AND NO GREATER THAN 1/2" BY 1/2". THE MECHANICAL CONTRACTOR SHALL PROVIDE A MOTORIZED DAMPERS ON THE OUTSIDE AIR DUCT. THE MOTORIZED DAMPER SHALL BE INTERLOCKED WITH THE RESTRROM EXHAUST FAN AND CONTROLLED BY THE BUILDING MANAGEMENT SYSTEM. THE MECHANICAL CONTRACTOR SHALL PROVIDE AN OPPOSED -BLADE VOLUME DAMPER AT EVERY RECTANGULAR TAKE -OFF FOR A DIFFUSER OR GRILLE. DAMPER BLADES SHALL BE CONSTRUCTED OF AT LEAST TWO GAUGES HEAVIER THAN THE DUCT IN WHICH THEY ARE INSTALLED (MINIMUM 22 GAUGE). PIVOT RODS OVER 12" SHALL BE CONTINUOUS. A SEAL SHALL BE INSTALLED WHERE THE ROD PENETRATES THE DUCT. ADJUSTMENT AND LOCKING HARDWARE SHALL BE SUSTAINABLE ENOUGH TO ADJUST THE DAMPER WITHOUT VIBRATION AND TO PERMANENTLY LOCK THE DAMPER IN POSITION. GROOVED LOCKING RINGS SHALL BE USED IN DUCT. FRICTION LOCK DAMPERS ARE NOT ALLOWED. A 2" STANDOFF SHALL BE USED AND ACCESSIBLE FOR ADJUSTMENT WITHOUT DAMAGING THE INSULATION. MECHANICAL CONTRACTOR SHALL VERIFY DAMPERS ARE FULLY FUNCTIONAL AND ARE LEFT WIDE OPEN AND SECURELY LOCKED IN PREPARATION FOR TEST AND BALANCE START UP. (ROUND OR OVAL BRANCHES, OUTLETS, AND TAKE -OFFS FOR DIFFUSERS AND GRILLES SHALL BE PROVIDED WITH STANDARD VOLUME DAMPERS.) NOT ALL DAMPERS ARE SHOWN ON THE CONSTRUCTION DOCUMENTS. HOWEVER, DAMPERS ARE REQUIRED FOR EVERY BRANCH, OUTLET, AND TAKE -OFF. SOME DAMPERS MAY BE REQUIRED AFTER TRANSITIONS. THE MECHANICAL CONTRACTOR SHALL CLEARLY AND PERMANENTLY MARK EACH VOLUME DAMPER'S OPEN AND CLOSED POSITIONS. THE MECHANICAL CONTRACTOR SHALL PROVIDE A VOLUME DAMPER WITH A 2" STANDOFF WITH A LOCKING QUADRANT THAT IS 24 GAUGES OR 2 GAUGES HEAVIER. ALL DUCT SHALL MEET THE CONSTRUCTION REQUIREMENTS AS SPECIFIED BY SMACNA: • ON SYSTEMS UP TO 1 IWG EXTERNAL PRESSURE: FIRST TWENTY FEET OF DUCTWORK ON SUPPLY AND RETURN SHALL BE 2 IWG. OTHERWISE PROVIDE 1 IWG DUCTWORK ON SUPPLY AND RETURN • EXHAUST DUCTWORK SHALL BE 1 IWG MORE THAN THE DESIGN EXTERNAL STATIC PRESSURE • OUTSIDE AIR DUCTWORK SHALL BE THE SAME GAUGE AS REQURIED FOR THE RETURN WITH IN THE FIRST TWENTY FEET. • TRANSFER DUCTWORK: 0.5 IWG 5. DUCT LEAKAGE PERFORMANCE DUCT CONSTRUCTION AND SEALING SYSTEMS SHALL MEET THE REQUIREMENTS OF THE 2014 FLORIDA ENERGY CODE AND SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS". IF THERE IS A CONFLICT AMONG THE STANDARDS, THEN THE MORE STRINGENT STANDARD SHALL BE ENFORCED. THE MECHANICAL CONTRACTOR SHALL SEAL ALL TRANSVERSE JOINTS, LONGITUDINAL SEAMS, AND DUCT WALL PENETRATIONS TO A MAXIMUM ALLOWABLE DUCT LEAKAGE CLASS OF THREE (3) CFM PER 100 SQUARE FEET OF DUCT AREA (1.5%) FOR ROUND DUCT AND SIX (6) CFM PER 100 SQUARE FEET OF DUCT AREA (3%) FOR ALL OTHER DUCT TYPES. TRANSVERSE JOINTS ARE CONNECTIONS OF TWO DUCT OR FITTING ELEMENTS ORIENTED PERPENDICULAR TO THE DIRECTION OF THE AIRFLOW. LONGITUDINAL SEAMS ARE JOINTS ORIENTED IN THE DIRECTION OF THE AIRFLOW. DUCT WALL PENETRATIONS ARE OPENINGS MADE BY SCREWS, NON -SELF-SEALING FASTENERS, PIPES, TUBING, RODS, AND WIRE. ROUND AND FLAT -OVAL SPIRAL LOCK SEAMS NEED NOT BE SEALED PRIOR TO ASSEMBLY BUT SHALL BE COATED AFTER ASSEMBLY TO REDUCE LEAKAGE. ALL OTHER CONNECTIONS ARE CONSIDERED TRANSVERSE JOINTS INCLUDING, BUT NOT LIMITED TO, SPIN -INS, TAPS OR OTHER BRANCH CONNECTIONS, ACCESS DOOR FRAMES, AND DUCT CONNECTIONS TO EQUIPMENT. MORE INFORMATION IS AVAILABLE IN CHAPTER 35 OF ASHRAE'S "FUNDAMENTALS HANDBOOK". 6. CONDENSATE DRAIN LINES CONDENSATE DRAIN LINES SHALL BE CONSTRUCTED OF PVC (MINIMUM SCHEDULE 40), COPPER (TYPE 'L' OR HEAVIER), OR GALVANIZED STEEL (MINIMUM SCHEDULE 40). PVC MAY ONLY BE ALLOWED IN A MECHANICAL ROOM WITH A DUCTED RETURN AND UNDERGROUND. THE MECHANICAL CONTRACTOR SHALL PROVIDE A P-TRAP AT EACH AIR HANDLER'S CONDENSATE DRAIN LINE CONNECTION. EACH CONDENSATE DRAIN LINE SHALL BE SLOPED DOWN A MINIMUM OF ONE -EIGHTH (1/8) INCH PER LINEAR FOOT TOWARD THE ASSOCIATED POINT OF DISCHARGE. THE MECHANICAL CONTRACTOR SHALL PROVIDE MIRO CONDENSATE PIPE SUPPORTS. THE DIAMETER OF THE CONDENSATE DRAIN LINE SHALL BE EQUAL TO OR GREATER THAN THE CONDENSATE DRAIN LINE CONNECTION. TO AVOID EXCESSIVE DIPS IN AND TO PREVENT ANY SHIFTING OF THE CONDENSATE DRAIN LINES, THE MECHANICAL CONTRACTOR SHALL PROVIDE SUPPORTS AT THE FOLLOWING INTERVALS: THREE (3) FEET FOR CONDENSATE DRAIN LINES CONSTRUCTED OF PVC, SIX (6) FEET FOR CONDENSATE DRAIN LINES CONSTRUCTED OF COPPER, AND TEN (10) FEET FOR CONDENSATE LINES CONSTRUCTED OF STEEL. CONDENSATE DRAIN LINE SUPPORTS SHALL BE FIXED SOLIDLY IN PLACE. THE MECHANICAL CONTRACTOR SHALL ROUTE CONDENSATE DRAIN LINES TO THE NEW DRYWELL UNLESS OTHERWISE NOTED ON THE CONSTRUCTION DOCUMENTS. CONDENSATE DRAIN LINES SHALL NOT BE ROUTED TO THE SANITARY SEWER SYSTEM OR TO SCUPPERS. THE MECHANICAL CONTRACTOR SHALL INSULATE EACH CONDENSATE DRAIN LINE WITH ONE-HALF (1/2) INCH ARMAFLEX WHEREVER THAT CONDENSATE DRAIN LINE IS ROUTED WITHIN THE STRUCTURE OR THE CONDENSATE MAY OTHERWISE CAUSE DAMAGE. 7. CONTROLS SEE CONTROLS NOTE ON SHEET M-1 AND SEPARATE CONTROLS DRAWING PACKAGE. THE OWNER MAY BID OUT CONTROLS TO A SEPARATE CONTRACTOR OR MAY BID THIS WORK TO BE INCLUDED IN THE SCOPE OF THE MECHANICAL CONTRACTOR. SENSORS SHALL BE INSTALLED AT 4' ABOVE THE FINISHED FLOOR UNLESS OTHERWISE NOTED ON THE CONSTRUCTION DOCUMENTS. THE MECHANICAL CONTRACTOR SHALL COORDINATE THE EXACT N S LOCATION OF EACH SENSOR WITH THE ARCHITECT AND OWNER AND SUBMIT THE PROPOSED LOCATION TO THE MECHANICAL ENGINEER FOR APPROVAL. THE MECHANICAL CONTRACTOR SHALL PROVIDE COORDINATION OF ALL SENSOR FINISHES WITH ROOM FINISHES AT NO ADDITIONAL COST TO THE OWNER. 8. TESTING AND BALANCING THE HEATING, VENTILATION, AND AIR CONDITIONING SYSTEM THE MECHANICAL CONTRACTOR SHALL PROVIDE THE SERVICES OF AN INDEPENDENT TEST AND BALANCE AGENCY TO TEST, BALANCE, AND CERTIFY THE PERFORMANCE OF THE COMPLETE HEATING, VENTILATION, AND AIR CONDITIONING SYSTEM, TO INCLUDE SUPPLY, RETURN, OUTSIDE, AND EXHAUST AIR SYSTEMS. THE TEST AND BALANCE CONTRACTOR SHALL PERFORM ALL TESTING, ADJUSTING, BALANCING, AND DATA RECORDING NECESSARY TO ESTABLISH THE CAPACITY AND QUALITY OF THE SYSTEMS AND CONFIRM THE SATISFACTORY COMPLETION OF ALL ASPECTS OF THE SCOPE OF WORK. THE TEST AND BALANCE CONTRACTOR SHALL BE AN APPROVED MEMBER OF THE AABC OR NEBB AND SHALL SPECIALIZE IN THE TESTING AND BALANCING OF HEATING, VENTILATION, AND AIR CONDITIONING SYSTEMS. THE TEST AND BALANCE CONTRACTOR SHALL ENSURE THAT THE BUILDING IS UNDER POSITIVE PRESSURE AT THE CONCLUSION OF THE TEST AND BALANCE PROCESS. IF THE BUILDING IS NOT UNDER POSITIVE PRESSURE AT THE CONCLUSION OF THE TEST AND BALANCE PROCESS, THEN THE TEST AND BALANCE AND MECHANICAL CONTRACTORS SHALL IMMEDIATELY AND WITHOUT DELAY NOTIFY THE ARCHITECT AND MECHANICAL ENGINEER. THE TEST AND BALANCE CONTRACTOR SHALL WORK WITH THE ENGINEER TO COMFORT BALANCE AS REQUIRED TO SATISFY THE CLIENT. CONTROLS CONTRACTOR SHALL PROVIDE REQUIRED BAS HARDWARE, SOFTWARE, PERSONNEL AND ASSISTANCE TO TAB AGENCY AS REQUIRED TO BALANCE THE SYSTEMS. CONTROLS CONTRACTOR SHALL ALSO PROVIDE TRENDING REPORT TO DEMONSTRATE THAT SYSTEMS ARE COMPLETE. MECHANICAL CONTRACTOR SHALL PROVIDE TAB AGENCY ONE COMPLETE SET OF CONTRACT DOCUMENTS, CHANGE ORDERS, AND APPROVED SUBMITTALS, MECHANICAL CONTRACTOR SHALL COORDINATE MEETINGS AND ASSISTANCE FROM SUPPLIERS AND CONTRACTORS AS REQUIRED BY TAB AGENCY. MECHANICAL CONTRACTOR SHALL PROVIDE ADDITIONAL VALVES, DAMPERS, SHEAVES AND BELTS AS REQUIRED BY TAB AGENCY. MECHANICAL CONTRACTOR SHALL FLAG ALL MANUAL VOLUME DAMPERS WITH FLUORESCENT OR OTHER HIGH -VISIBILITY TAPE. MECHANICAL CONTRACTOR SHALL PROVIDE ACCESS TO ALL DAMPERS, VALVES, TEST PORTS, NAMEPLATES AND OTHER APPURTENANCES AS REQUIRED BY TAB AGENCY. MECHANICAL CONTRACTOR SHALL REPLACE OR REPAIR INSULATION AS REQUIRED BY TAB AGENCY. THE TEST AND BALANCE CONTRACTOR SHALL, UPON COMPLETION OF ALL NECESSARY TESTING AND BALANCING AND AT LEAST ONE (1) WEEK PRIOR TO SUBSTANTIAL COMPLETION, ONE COPY OF THE TEST AND BALANCE REPORT TO THE MECHANICAL ENGINEER. THE MECHANICAL CONTRACTOR SHALL INCLUDE IN HIS/HER BID THE COST OF ANY SHEAVE CHANGES REQUIRED FOR REBALANCING THE SYSTEM. 9. SUBSTANTIAL AND FINAL COMPLETION THE MECHANICAL CONTRACTOR SHALL MAINTAIN A SET OF CONTINUOUSLY UPDATED, REPRODUCIBLE AS -BUILT DRAWINGS DURING CONSTRUCTION AND PROVIDE A COMPLETE SET OF THOSE DRAWINGS IN BOTH ELECTRONIC AND HARDCOPY FORMATS TO THE OWNER UPON FINAL COMPLETION. THE MECHANICAL CONTRACTOR SHALL CLEAN ALL COOLING AND HEATING COILS, CONDENSATE PANS, AND CONDENSATE DRAIN LINES PRIOR TO SUBSTANTIAL COMPLETION. THE MECHANICAL CONTRACTOR SHALL ALSO REPLACE ALL FILTERS AND BELTS PRIOR TO SUBSTANTIAL COMPLETION AND PROVIDE TWO (2) COMPLETE REPLACEMENT SETS OF FILTERS AND (2) SETS OF BELTS FOR ALL MECHANICAL EQUIPMENT TO THE OWNER UPON FINAL COMPLETION. THE MECHANICAL AND ELECTRICAL CONTRACTORS SHALL PROVIDE TWO (2) BOUND COPIES OF ALL MECHANICAL AND ELECTRICAL CONTRACTOR WARRANTIES, MANUFACTURER'S' WARRANTIES, PARTS LISTS, AND INSTALLATION AND MAINTENANCE MANUALS FOR ALL MECHANICAL EQUIPMENT, AS WELL AS INSTRUCTIONS FOR OPERATING AND MAINTAINING ALL MECHANICAL EQUIPMENT TO THE OWNER UPON FINAL COMPLETION. MECHANICAL LEGEND SD RG EG ® Z ® NEW CEILING DIFFUSER/GRILLE (LAY -IN) SUPPLY DIFFUSER AIR FLOW 1 NEW CEILING DIFFUSER/GRILLE (LINEAR SLOT) JNEW DUCTWORK �} NEW POINT OF CONNECTION �r DUCTWORK CROSSOVER OR CROSSUNDER AT THE MECHANICAL CONTRACTOR'S DISCRETION 90' ELBOW WITH TURNING VANES 45' ELBOW WITH TURNING VANES `J SPIN -IN FITTING WITH DAMPER FLEXIBLE DUCT CONNECTION CD NEW CONDENSATE LINE NEW REFRIGERANT LINES G DOOR GRILLE MD MOTORIZED DAMPER (WITH ACCESS DOOR ON ACCESSIBLE SIDE) VOLUME DAMPER SD SMOKE DETECTOR DDC THERMOSTAT (INSTALL AT 48" AFF) O 0DDC TEMPERATURE SENSOR 0TIME CLOCK aTHERMOSTAT (NON - DDC) W x D RECTANGULAR DUCT WIDTH x DEPTH (INCHES) fly ROUND DUCT DIAMETER (INCHES) EQ EQUIPMENT TAG NO MECHANICAL SHEET INDEX M-0 MECHANICAL SPECIFICATIONS M-1.1 MECHANICAL DESIGN PLAN M-1.2 MECHANICAL ROOF PLAN M-2.1 MECHANICAL SCHEDULES M-2.2 MECHANICAL DETAILS M-2.3 FAN COIL UNIT WIRING DIAGRAM O a V Q) C p -0 M Q o 0 U 3 o� _C ? r� c:E W E cl) v J (.0 E '- M V lJL 0 cn w ° co U w� m L co N aD a) a -0 0 O 00 -62 m 1-1 U C W a 00 O O -� ¢ m d �a �Q r� U U c m c M _ 1� � N N cL. 9 rn�o °0')o U 00 1 , 0?cl) T / � � /L� W °p COO coU� o O U co A ` �. -a 6 W 0- E EC, � � L 06 NpQ L CCU U fl. Cu ,U ^` � T � Q �U� p �\ _N ry O Li m !� L-1_I E U O � p m Io� J OJ + = CO J J CD w C./) N F, N E c c a) E E O U 1 1 1 2 1 3 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED, 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 MECHANICAL SPECIFICATIONS LEGEND SCALE: N.T.S sheet no. M-0 H GI FI E D C B E 0- 0 0 Ln I rn L A 0 00 0 N N O O WUNISE 0.1------------- �1-------------- UNISEX TOILET 111 ER 75 CFM NECK: 6x6 ROOM SIB 45 CFM —VESTIBULE NECK: 6"0 11 9 „ JANITOR C SD-1130 109 NEC M RFG-2 275 CFM ^` 20x20 I I I CU 2 CU LD-2 1 220 CFM 1 I C 13 SLOTS CONNECT TO VAULT AIR FLOW PASSAGE COhI PO N ^SD-1 AU I AIR ODISTRUBUTION BREAKDOWN VIDED BY VAULT MANUFACTURER SD-1 LD-2 Z 60 CFM 1 1 L AHU-1: 95 CFM I 65 CFM I 260 CFM j ( ER j }� NECK: 6"0 �� I , „ ( NECK: 6"0 4 SLOTS 50 CFM 8 —6 g — — 6 -------------- -- �- - -- NECK: 6x6 -- SUPPLY AIR TO ---------- -1---- -- DISCHARGE INTO _ CEILING PLENUM----- -4---- -- --- M ---- - --70 CF I I ,�CJJ RG — --- OF VAULT, NO 10'fd �'� 10" 6 LD-1 _ t K. 110 155 CFM COMBUSTIBLES IN . NEC . SD ....... , 120 CFM - I NECK: 8x8 CEILING PLENUM. X . - 8' 6' I. 45 CFM o i 10x12 3 SLOTS _ IL NECK: 16" 0 SD-1 ( "' � 1 7I ur `I ' �i ■■ .: fJ -- ��r I� .. - I WE PAV 10"0 I o �► �iI(I 1 � ® +o m lNECK: C • NO ��.—.. ail sir er � � �r NECK: 6x6 5 L • FM .. .. _ .. .. ....... �I AS REQUIRED 1 I SD-2 150 CFM NECK: 8"0 2-WAY 16x1, SD-2 200 CFM-------------- NECK: 8"0 ----- - ------ I.T.— 875 CFM ELECTRICAL 20x2O 1 0 10' —0' - , 1 I 1 LD-2 175 CFM 3SLOTS eDFC 1 I I ' MARKETING I 1 ----- wtmffot -- - \ _Mir _ �!SD-1 8x8 , Ira ■ 300 CFM �- 00 - TO I �' I n �r �r v • rir w `e r, �r iii. �r 1t �I� iiiii �► �r �OMNINO • 240 CFM MIN LD-2 1 175 CFM LID-2 I LD-2 3 SLOTS 175 CFM 175 CFM 3 SLOTS ( 3 SLOTS CAS LD-2 J CAS I 230 CFM 3 SLOTS LD-2 ROOM I------------------------- 175 CFM 4 SLOTS i n I RECORD DRAWINGS: 03-19-18 THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE CONSULTANT SHALL NOT BE HELD RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY HAVE BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. [Ell IIIII®I■ ■►wFff .Z.1-1.1 111 SD-1 60 CFM NECK: 6"0 OFFICE — 117 � I — ' I I I I � I I I LD-1 70 CFM 2 SLOTS i (i i I i OFFICE FCU LD-1 118 26xl 2 110 CFM - 3 SLOTS - I I I 0 ' I � I I �- RFG-2 i 110 CFM 12x12 ----- ---------- I I Ii SD-1 RFG-2 _ I 60 CFM 120 CFM NECK: 6"0 12xl2 1 —_ _I—_—_—__ . I - _ I 1 1 I � 1 C -- LD-1 ---DOFF fE E - 120 CFM 3 SLOTS 119 I CONE' RE CE I WORK TEL ER— ONNECT AT TIBULE R OM ROOM 1 1122 121 S�-I� 380 CFM SD-2 145 CFM S 75 10 I 9' - 0" ECK: 2 , „ NECK: 8 0 NEC : 3-WAY MECH4ANICAL DESIGN PLAN I I I I I I I I I I I I I I I I OKEYED NOTES 1. EWC-1 LOCATED ABOVE CEILING GRID. MECHANICAL CONTRACTOR TO COORDINATE LOCATION WITH PLUMBING CONTRACTOR. (SEE PLUMBING SHEETS) 2. DUCT MOUNTED TEMPERATURE SENSOR. 3. CONTRACTOR SHALL PRODIVE SINGLE LD-2 DEVICE WITH TWO PLENUMS (EACH 24"LONG) FOR SYSTEMS AHU-1 & FCU-4 AIR FLOW. AIR FLOW BREAKDOWN: AHU-1 CONTRIBUTES 70 CFM, FCU-4 CONTRIBUTES 140 CFM. 4. CONDENSATE DRAIN IN JANITORS CLOSET (SEE PLUMBING PLANS). FAN COILS SHALL BE PROVIDED WITH INTEGRAL PUMPS, ROUTE CONDENSATE WITH INSULATION ABOVE CEILING TO CONDENSATE DRAIN. SIZE PIPING PER FLORIDA MECHANICAL CODE TABLE 307.2.2 (MINIMUM SIZES). 5. WRAP INSULATE EXHAUST AND OUTSIDE AIR DUCTWORK BETWEEN ROOF VENTILATOR & ERV. R-4.2 MINIMUM. GENERAL NOTES 1. ALL RETURN, OUTSIDE AIR & EXHAUST DUCTWORK SHALL BE UNINSULATED SHEET METAL. SUPPLY DUCTWORK SHALL BE EXTERNALLY WRAPPED SHEET METAL. SEE DETAILS ON SHEET M-2. 2. RHEEM IS THE BASIS OF DESIGN FOR THE AIR CONDITIONING EQUIPMENT. SUNTRUST HAS A NEGOTIATED FEE SCHEDULE WITH RHEEM. EQUIPMENT SHALL BE PURCHASED BY MECHANICAL CONTRACTOR. CONTROL NOTES 1. ALL CONTROLS ARE SHOWN ON SEPARATE CONTROLS DRAWINGS TO BE INCLUDED IN THE BID SET. THESE HVAC CONTROLS ARE DDC AND SHALL BE MONITORED AND CONTROLLED THROUGH A DIGITAL BUILDING MANAGEMENT SYSTEM (BMS) WITH AN INTERNET CONNECTION FOR REMOTE MONITORING AND CONTROL. THE LOCATIONS OF SENSORS ARE SHOWN ON SHEET M-1. 2. THE CONTROLS PACKAGE IS FURNISHED BY SUNTRUST. ONCE THE BID IS AWARDED, THE CONTRACTOR SHALL NOTIFY SUNTRUST TO FACILITATE THE DELIVERY OF THE CONTROLS PACKAGE. 3. THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL LOW VOLTAGE HVAC CONTROLS PER THE CONTROLS DRAWINGS. 4. THIS SYSTEM ALSO CONTROLS LIGHTING AND THE WATER HEATER. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR MAKING THESE INTERLOCKS AND INSTALLATION OF THE MAIN BMS PANEL. 5. THERE ARE CONTROLS INDEPENDENT OF THE DDC SYSTEM THAT ARE COVERED ON THE MECHANICAL DRAWINGS. THESE ITEM(S) ARE TO BE PROVIDED BY THE MECHANICAL CONTRACTOR AND ARE AS FOLLOWS: 5.1. PROVIDE MOTORIZED OUTSIDE AIR DAMPER AND INTERLOCK TO FULLY OPEN AS CONTROLLED BY THE DDC SYSTEM. EXHAUST FANS MAY BE INTERLOCKED WITH BMS OR LIGHTS/WALL SWITCH. SEE CONTROL AND ELECTRICAL DRAWINGS. 6. ALL CONTROL WIRING SHALL BE RETURN AIR PLENUM RATED, PROVIDED BY THE MECHANICAL CONTRACTOR. SEE CONTROLS DRAWINGS FOR WIRE TYPE. AIR DISTRIBUTION SCHEDULE MARK CFM NECK SIZE; FACE SIZE' DESCRIPTION SUPPLY DIFFUSER MATCH LAY -IN, SQUARE PANEL FACE. SD-1 SEE PLAN RUNNOUT 24" x.24" BASIS OF DESIGN METALARE"5750-AL" SIZE MATERIAL: ALUMINUM FACE COLOR- OFF - WHITE SUPPLY DIFFUSER LAY -IN, EXTRUDED LOUVER. SD-2 SEE PLAN SEE PLAN 24" x 24" BASIS OF DESIGN: METALAIRE "5500-6-IV"' MATERIAL: ALUMINUM COLOR- OFF - WHITE SUPPLY DIFFUSER SURFACE MOUNT, EXTRUDED LOUVER. SD-3 SEE PLAN SEE PLAN 24" x 24" BASIS OF DESIGN: METALAIRE "5500-1-IV"' OPPOSED BLADE DAMPER IN NECK MATERIAL: ALUMINUM COLOR: OFF - WHITE SUPPLY DIFFUSER MATCH SURFACE MOUNT, SQUARE PANEL FACE. SD-4 SEE PLAN RUNNOUT 24" x 24" DAMPER IN NECK BASIS OF DESIGN: METALAIRE "5750-1-AL" SIZE MATERIAL: ALUMINUM FACE COLOR: OFF - WHITE LENGTH LINEAR SLOT SUPPLY :LAY-1lV BASIS OF DESIGN: METALARE LD-1 SEE PLAN MODEL: 6675 (ALUMINUM), W/3/4" SLOTS 24" COLOR- WHITE CONTRACTOR SHALL USE UPI 6600, OR FEILD FABURICATE DIFFUSER PLENUM LENGTH LINEAR SLOT SUPPLY: SURFACE MOUNT BASIS OF DESIGN: METALAIRE LD-2 SEE PLAN MODEL: 6675 (ALUMINUM), W/ 3/4" SLOTS 48" COLOR: WHITE CONTRACTOR SHALL USE UPI 6600, OR FEILD FABURICATE DIFFUSER PLENUM RETURN / EXHAUST REGISTER SURFACE MOUNT, 45" BLADE, 3/4" SPACING RR/ER SEE PLAN SEE PLAN 24" x 24" BASIS OF DESIGN: METALAIRE "R<H-1" OPPOSED BLADE DAMPER IN NECK MATERIAL: ALUMINUM COLOR: OFF -WHITE RETURN / EXHAUST GRILLE LAY -IN, 45' BLADE, 3/4" SPACING RG/EG SEE PLAN SEE PLAN 24' x 24" BASIS OF DESIGN: METALARE "RH-6' OPPOSED BLADE DAMPER IN NECK MATERIAL: ALUM N UM COLOR: OFF - WHITE RETURN FILTER GRILLE 0 - 500 12" x 12" LAY -IN, 45° BLADE, 3/4" SPACING, W/ 20"x20"x1" PLEATED FILTER R'FG-1 24" x 24" BASIS OF DESIGN: METALAIRE "RHF-6" OPPOSED BLADE DAMPER IN NECK 501 -1380 20" x 20" MATERIAL: ALUMINUM COLOR: OFF - WHITE RETURN FILTER GRILLE SURFACE MOUNT, 45- BLADE, 3/4" SPACING, W/ 12"x12"x1 ' OR 20VON1" 0 - 500 12" x 12" PLEATED FILTER ACCORDING TO NECK SIZE. RFG-2 24" x 24" NOMINAL FILTER SIZE NOTED ON PLAN BASIS OF DESIGN: METALARE "RHF-1" 501 -1380 20" x 20" OPPOSED BLADE DAMPER IN NECK MATERIAL: ALUMINUM COLOR: OFF - WHITE 1. PROVIDE VOLUME DAMPERS AT RUNOUT TAP OR IN NECK, SEE DETAILS. 2. THE RUN -OUT DUCT SIZE FOR EACH SUPPLY DIFFUSER SHALL BE THE SAME SIZE AS THE NECK UNLESS OTHERWISE NOTED ON PLANS- THE RUN -OUT DUCT SIZE FOR EACH RETURN/EXHAUST GRILLE SHALL BE AS FOLLOWS (UNLESS OTHERWISE NOTED ON PLANS): CFM DUCT DIAMETER 0-100 6"0 DIFFUSER/GRILLE TAG LEGEND 101-220 8" r0 221-350 10V SD/RG/EG W 351-480 12.0 CFM 481-600 14"o NECK SIZE 601-1200 22xl0 X WAY Z 1201-1880 22xl 4 PROVIDE SQUARE TO ROUND TRANSITIONS AS REQUIRED. 3. COORDINATE THE BORDER TYPE FOR EACH LINEAR SLOT SUPPLY AND RETURN WITH THE ARCHITECT OR 4. EACH LINEAR SLOT SUPPLY AND RETURN SHALL BE X' LONG WITH Y (Y) SLOTS. PROVIDE A BOOT PLENUM WITH ACENTRALLY-LOCATED 2" DEEP Z" OVAL COLLAR FOR EACH LINEAR SLOT SUPPLY. 5. PROVIDE MINIMUM OF 1/2" FIBERGLASS WITH FOIL/SCRIM VAPOR BARRIER ON BACK SIDE OF SUPPLYAR DISTRIBUTION DEVICE. 6. APPROVED ALTERNATIVE MANUFACTURES: CARNES, KRUEGER, METALAIRE, PRICE, AND TITUS. c l Q U C.0 p ti O n N O T �_ E L E ; d O Z O) u N LL' O Q U mr 07 m c o� N �a Lij C 0) �y a 0, 00 E W fn �, E ap00 E E M U J O Q)LL U �r c ® �• cco ')Z > a) °o o a Q mW car c w OQ 'r 00a U) a mo �2 0) U C C - � M ■ O I ., c0 00 M I rnU-)o T oo ., v L coo -a@ �I\ M •= 0 2 W 2 L o .�uL L U C (� w C m Q- U I= O O m LEr= 06 2 W *- j cn Cz� U ", cu > = _ cc ■� r L '0 T � O o •� O i Q0 m E P U_ c LL o CD Q p An C/-) >Q �i o E U m J J LL- O c— c rn m W 00 w C/) N r— r_j 1 2 3 1 4 1 5 I 6 1 Z t 8 1 9 t 10 t 11 1 12 t THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. MECHANICAL DESIGN NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION, ALL RIGHTS RESERVED. SCALE: N.T.S sheet no. m — I . I ICI GI FI EI 1 C E 0- 0 0 L0 I 0) A co CV -v a� 41 41 0 ISM ASHRAE Standard 62.1-2004-2010 By ASE Ventilation Parameters S stem Zone Room Occupancy Category Rp cfm p Pz ople Ra Az ft Vbz Std 170 Min OA ach - Ez Cooling - Voz cfm - Ez Heating - Voz cfm �P �.., � �f � i 5:.. _ -...�. . ...� .. ♦-k_`,: _ : Y _ : i_ ,::. __ .. ..:s_.. ._ ...... _ ! �. .'... .. _�..,.. .. .� _. ... � .z - ., .......:. . .., a> _ _ . +,. "tis ._7 '..."'� - _ s y. _ �` _., .c _._-.e'._ L .£ x. #r-; 117 - Office - FCU - N Office space 5.00 0.00 0.00 28 0 1.00 0 1.00 0 118 - Office - FCU - N Office space 5.00 0.00 0.00 58 0 1.00" 0 1.00 0 119 - Office - FCU - N Office space 5.00 0.00 0.00 29 0 1.00 0 1,00 0 North 0.00 0.00 000 114 0 0 0 FCU - 2 - N 0.00 0.00 0.00 114 0 0 0 101 - Foyer - FCU - E Lobbies 5.00 0.00 0.00 75 0 1.00 0 1.00 0 119 - Office - FCU - E Office space 5.00 0.00 0.00 29 0 1.00 0 1.00 0 122 - Conference rm - FCU - E Office space 5.00 0.00 0.00 87 0 1.00 0 1.00 0 East 0.00 0.00 0,00 190 0 0 0 FCU - 1 - E 0.00 0.00 0.00 190 0 0 0 115 - Office - FCU - W Office space 5.00 0.00 0.00 58 0 1.00 0 1.00 0 116 - Office - FCU - W Office space 5.00 0.00 0.00 57 0 1.00 0 1.00 0 117 - Office - FCU - W Office space 5.00 0.00 0.00 28 0 1.00 0 1.00 0 West 0.00 0.00 0.00 143 0 0 0 FCU - 4 - W 0.00 0.00 0.00 143 0 0 0 107 - IT closet Telephone Closets 0.00 0.00 0.00 68 0 1.00 0 1.00 0 DFC-1 0.00 0.00 0.00 68 0 0 0 106 - Marketing window - FCU - SE Default Std62 0.00 0.00 0,00 128 0 1.00 0 1.00 0 SE 0.00 0.00 0.00 128 0 0 0 FCU - 3 - SE 0.00 0.00 0.00 128 0 0 0 113 - Vestibule - Core Corridors 0.00 1.00 0.06 76 5 1.00 5 1.00 5 115 - Office - Core sys Office space 5.00 1.00 0.12 58 12 1.00 12 1.00 12 116 - Office - Core sys Office space 5.00 1.00 0.12 57 12 1.00 12 1.00 12 117 - Office - Core sys Office space ' 5.00 1.00 0.12 56 12" 1.00 12 1.00 12 118 - Office - Core sys Office space 5.00 1.00 0.12 58 12 1.00 12 1.00 12 119 - Office - Core sys Office space 5.00 1.00 0.12 57 12 1,00 ` 12 1.00' 12 120 - Copy room Office space 5.00 0.00 0.06 57 3 1.00 3 1.00 3 121 - Work room Office space , 5.00 1.00 0.06 39 7 1.00 7 1.00 7 122 - Conference rm - Core sys Conference/ meeting 5.00 3.00 0,12 87 25 1.00 25 1.00 25 101 - Foyer - Core sys Lobbies 5.00 1.00 0.12 75 14 1.00 14 1.00 14 105 - Cash rm - Core sys Office space 5.00 1.00 0.12 92 16 1,00 16 1.00 16 Project Name: Zephyrhills SunTrust TRACE® 700 v6.3.2 calculated at 02:53 PM on 08/30/2016 Dataset Name: 16096 14 ZHILLS.TRC Alternative-1 ASHRAE Standard 62.1-2004/2007 Report Page 2 of 7 ASHRAE Standard 62.1-2004-2010 By ASE Ventilation Parameters Std 170 - Cooling - - Heating - Occupancy Rp Pz Ra Az Vbz Min OA Ez Voz Ez Voz System Zone Room Category cfm / p People cfm/ft2 ft2 cfm ach cfm cfm Alternative 1 108 - Break rm - Core sys Break Rooms 5.00 2.00 0,12 102 22 1.00 22 1.00 22 104 - Teller rm - Core sys Reception areas 500 3.00 0.12 93 26 1.00 26 1.00 26 110 - Corridor - Core sys Corridors 0.00 - 0.00 0.12 41 5 1,00 5 1.00 5 102- Lobby - Core sys Lobbies 5.00 4.00 0.06 792 68 1.00 68 1.00 68 114 - Vault - core Sys Office space 5.00 0.00 0.06 152 9 1.00 9 1.00 9 Core 4.76 21.00 0.08 1,890 260 260 260 AHU - 1 - Core 4.76 21.00 0.08 1,890 260 260 260 104 - Teller rm - FC Reception areas 5.00 0.00 0.00 93 0 1.00 0 1.00 0 FCU - 7 - Teller 0.00 0.00 0.00 93 0 0 0 105 - Cash rm - FC Office space 5.00 0.00 0.00 92 0 1.00 0 1.00 0 FCU - 6 - Cash 0.00 " 0.00 0.00 92 0 0 0 111 - Womens bath Default Std62 0.00 0.00 0.00 64 0 1.00 0 1.00 0 108 - Break rm - FC Break Rooms 5.00 0.00 0.00 102 0 1.00 0 1.00 " 0 110 - Corridor - FC Corridors 0.00 0.00 0.00 41 0 1.00 0 1.00 0 112 - Mens bath Default Std62 0.00 0.00 0.00 66 0 1.00 0 1.00 0 FCU - 5 - Breakroom 0.00 0.00 0.00 273 0 0 0 Project Name: Zephyrhills SunTrust TRACE® 700 v6.3.2 calculated at 02:53 PM on 08/30/2016 Dataset Name: 16096 14 ZHILLS.TRC Alternative - 1 ASHRAE Standard 62.1-2004/2007 Report Page 3 of 7 RECORD DRAWINGS: 03-19-18 THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE CONSULTANT SHALL NOT BE HELD RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY HAVE BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. PROVIDE NEOPRENE BOND BREAKER BETWEEN DISSIMILAR METALS 5/16" MIN. FASTENERS 3 PER SIDE - ALL SIDES (TYP.) 5/16" SELF -DRILLING SCREW MIN. 1/2" OF THREADS THROUGH TYPICAL ON 2 OPPOSITE SIDES OF THROAT LENGTH: (STEEL DECK) <= 24": 2 PER SIDE <= 48": 3 PER SIDE <= 54": 3 PER SIDE <= 66": 4 PER SIDE EXTEND ROOF MEMBRANE TO TOP OF CANT STRIP. PROVIDE INSULATED CURB FOR MECHANICAL EQUIPMENT. BIRD SCREEN FOR RELIEF VENTS, REUSABLE FILTERS FOR INTAKE VENTS. ROOF CURB MODEL SD, SDP, GFP OR EQUIVALENT 18 GA. MIN. 24" TALL MAX. WELDED CONSTRUCTION -FLASHING /- ROOF DECK CANT STRIP SUPPLEMENTAL STEEL -� ANGLE. SEE STRUCTURAL DRAWINGS (TYP.) DUCT TRANSITION DETAIL BASED ON GREENHECK MIAMI DADE NOA DRAWINGS - MIAMI DADE #09.0511.03. OBTAIN DETAILS FOR MORE INFORMATION. CONFIRM ALL TIE DOWN METHODS, INCLUDING FASTENER QUANTITY, FASTENER SPECIFICATION WITH SIZE OF SELECTED VENTILATOR AND CURRENT MANUFACTURER NOA DETAIL. NOTE: A STRUCTURAL ENGINEER SHALL VERIFY LOADING TO ROOF STRUCTURE AND SPECIFY SUPPLEMENTAL STEEL IN ORDER TO WITHSTAND CODE REQUIRED WIND LOADS AND EQUIPMENT WEIGHT. O I ROOF -TOP GRAVITY VENTILATOR DETAIL NOT TO SCALE F FA SUPPLY AIR DUCT THREADED ROD TO BEAM CLAMPS AT TOP CHORD AT WEBBING POINTS (TYP.) THREADED ROD & LOCK NUT TO UNISTRUT: SIZE PER OPERATIONAL WEIGHT OF UNIT (TYP.) - FLEXIBLE DUCT CONNECTIONS REQUIRED FOR SUPPLY AND RETURN REFRIGERANT LINES: CLEAR OF ALL PANELS 0 ROOF DECK FACTORY FILTER RACK TO REMAIN EMPTY. FILTERS ARE LOCATED IN GRILLE PER MECHANICAL PLAN. �- UNISTRUT: SIZED PER OPERATIONAL WEIGHT OF UNIT RETURN AIR DUCT VERTICAL RISE BY PUMP �_ CONDENSATE OVERFLOW PROTECTION: SLOPE HORIZONTAL SAFE-T-SWITCH #SS2 ON AUXILIARY MINIMUM 1/8"/FOOT J DRAIN TO SHUT DOWN SYSTEM IF CONDENSATE BACKS UP. CONDENSATE PUMP INTEGRAL TO FCU IS CAPABLE OF PUMPING CONDENSATE 18" VERTICALLY. IF VERTICAL DISTANCE IS GREATER THEN 18", CONTRACTOR SHALL PROVIDE CONDENSATE PUMP CP. WIRE TO THE FAN COIL UNIT. SEE MECHANICAL SHEET M06.01 FOR PUMP SCHEDULE. 101 HORIZONTAL DUCTED FAN COIL UNIT (DX) DETAIL NOT TO SCALE 0 IR I i �w o r U U � a 0) Q N o 0 ^ y 2 E a O Z C O M 0 Q o w w 3 C a� O LUr �2 I A /V/,/ U N a C rr J\ o f0 CE W D C "T m E C J O Q U �� U 4- U N >+ o • U a p o Z U C/� M L g� N N -0 m L Q C 0 00 ao m c m LLJ lY M a o NC W ^ N E o O O-0)LL ° � o M U v 82 rx co c w 0 ._ n Cn CO W d) N N N CJ" T O I Q 00 , 1 r I t' cM O L (0, a) A\ M C C15 �N O L C co .0 L m c .� @mom - /� ♦ W E 5 EEC, LE o)< � L 06 _ N Q 2 U) O � H � UCc� U _ m �_ �J T L i T � O -,T t0 LL L co Q _0 O O 0 LL � Cfl O m O E E U_ d LL c c LL o 0 � Q p U) Q E IM V / C:)U m N ---I J °lam° Cn N N 1 1 1 2 1 3 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. 4 5 MECHANICAL 12 ROOF P LAN SCALE: N.T.S sheet no. M- 1.2 H G F E 0 C C E a 0 I rn L A a 0 N MITSUBISHI CONDENSING UNIT SCHEDULE System Tag System 1 System 2 Tag Reference CU-1 DCU-1 M-Net Address 51 N/A Model Number PURY-P96TLMU A-B P'UY A1;8NHA6 Modules P96 a Nominal Cooling Capacity (BTU/h) 96 000.0 18,000.0 i c Nominal Heating Capacity (BTU/h) 108,0000 00.0 c Z Cooling Efficiency IEER/EER [SEER] 27 / 14.1 [15.3] Heating COP @ 47°'F [HSPF}, 4.O [Clg Only] Nom System Connected Capacity (% of NOM) 114.6% 100.00/0 c Design Cooling Outdoor Temp DB (°F) 93.0 93.0 v � Design Heating Outdoor Temp B F g g uT p W (, ) 35.7 3. 35.7 U Max Pipe Length from BC or 1st Joint (feet) 71.4 0.0 o Refrig Pipe Dim HighlLow Pressure (inch) (See Note 4) 3/4/7/8 1/4/1/2 U Corrected Cooling Total Capacity (BTU/h) 102,403.4 15,4884-6 c es � o Corrected Heating Capacity (BTU/h) 123,929.3 00.0 a Sound Pressure (dBA) 58 48 CL Compressor Type SCROLL E u 0 Compressor Quantity 1 Preliminary Added Field Charge (See Note 5) 32.2 -0.1 gVoltage / Phase 208/230V / 3-phase 3-wire 2081230V / MCA 208/230 or [46OVI 33130 1 Recommended Fuse Size (RFS) - N/A MOCP 50/50 N/A C aApplicable System Notes - See Notes Below 1, 2, 3, 4, 5 1, 2, 3, 4, 5 Q 1. NOMINAL COOLING CAPACITIES ARE BASED ON INDOOR COIL EAT OF 80/67°F (DB/WB), OUTDOOR OF 95°F (DB). 2. NOMINAL HEATING CAPACITIES ARE BASED ON INDOOR COIL EAT OF 70°F (DB), OUTDOOR OF 43°F (WB) 3. EFFICIENCY VALUES FOR EER, IEER, COP ARE BASED ON AHRI 1230 TEST METHOD FOR MIXTURE w OF DUCTED & NON -DUCTED INDOOR UNITS. IN R . S 4. FOR SYSTEMS WITH MULTIPLE MODULES, REFRIGERANT PIPE DIMENSIONS INDICATE TOTAL z SYSTEM COMBINED PIPING DOWNSTREAM OF MODULE TWINNING. 5. ADDED FIELD CHARGE LISTED IS IN ADDITION TO FACTORY CHARGE, THIS MUST BE UPDATED BASED UPON FINAL AS -BUILT PIPING LAYOUT. 6. INCLUDE LOW AMBIENT HOOD KIT WITH ASSOCIATED WIND BAFFLES FOR 100% LOW AMBIENT COOLING DOWN TO MINUS (-) 10°F. CONDENSATE PUMP SCHEDULE IL MARK CID ILMANUFACTURER SAUERMANN LU MODEL NUMBER SI-30 VOLTAGE 230/6,0 u oPUMP DIMENSIONS LxWxH (INCHES) 2.625x2.375x1.75 z0 MAX FLOW (GPH) 5 t� MAX DISCHARGE (FT) @ 1 GPH 33 1. WIRE CONDENSATE PUMP TO UNIT. COORDINATE WITH NOTES ELECTRICAL CONTRACTOR. MITSUBISHI FAN COIL UNIT SCHEDULE System Tag System 1 System 1 System 1 System 1 System 1 System 1 System 1 System 2 Tag Reference FCU-1 FCU-2 FCU-3 FCU-4 FCU-5 FCU-6 FCU-7 DFC-1 Room Name East Room North Offices SE Signage West Offices Breakroom Cashiers Tellers IT Room M-Net Address 1 2 3 4 5 6 7 N/A a Model PEFY-P30NMAU-E3 PEFY-P08NMAU-E3 PEFY-P24NMAU-E3 PEFY-P24NMAU-E3 PEFY-P08NMAU-E3 PLFY-P08NCMU-ER4 PLFY-P08NCMU-ER4 PKA-Al8HA6 ii G E Type Ceiling concealed type (ducted) Ceiling concealed type (ducted) Ceiling concealed type (ducted) Ceiling concealed type (ducted) Ceiling concealed type (ducted) Ceiling cassette (4-way airflow) type Ceiling cassette (4-way airflow) type Wall mounted type c z Nominat Cooling Capacity (BTU/h) 30,000-0 8,000.0 24,000.0 24,000.0 8,000.0 8,000.0 8,000-0 18,000.0 Nominal Heating Capacity (BTU/h) 34,000.0 9,000.0 27,000.O 27,000.0 9,000.0 9,000.0 9,000.0 19,000.0 Cooling Design Entering Temp DB1WB (OF) / [Water in temp] 76.1/65:0 76.1/62.1 81.1/60.0 76.1161.5 76.1/62.8 76.1/60.0 76.1/62.1 75.3/57.0 C ° Heating Design Entering Temp DB/WB (OF) / [Water in temp] 70.O 70.0 70-0 70.0 70.0 70.0 70.0 70.0 V C v° Cooling Diversity Full/Partial (See Note 5, 6) PARTIAL DEMAND PARTIAL DEMAND PARTIAL DEMAND PARTIAL DEMAND PARTIAL DEMAND PARTIAL DEMAND PARTIAL DEMAND PARTIAL DEMAND c Heating Diversity Full/Partial (See Note 5, 6) PARTIAL DEMAND PARTIAL DEMAND PARTIAL DEMAND PARTIAL DEMAND PARTIAL DEMAND PARTIAL DEMAND PARTIAL DEMAND PARTIAL DEMAND G1 Refrig Pipe Dim Liquid/Suction (inch) 3/8/5/8 1/4 / 1/2 3/8/5/8 3/8/5/8 1/4/1/2 1/4/1/2 1/4/1/2 1/2/1/4 Cooling Total Capacity (BTU/h) 29,271.9 7,434.6 21,507.5 22,053.8 7,531.8 7,169-2 7,434.6 15,484.6 S� a Cooling Sensible Capacity (BTU/h) 20,214.7 6,825.2 21,507-5 20,941.0 6,617:8 7,169.2 6,962.4 15,484.6 m U Heating Capacity (BTU/h) 33,980.6 8,994.9 26,984.6 26,984.6 8,994.9 8,994.9 8,994.9 00.0 Estimated Cooling Coil LAT (OF) / [LWT] 54.6 54.8 58-0 53.9 55.4 56.9 57.4 41.2 w IL Estimated Heating Coil LAT (OF) / [LWT] 105.7 97.8 98.3 98.3 97.8 93,8 93.8 70.0 Peak Fan Airflow (cfm) / [Design gpm] 883 300 883 883 300 350 350 425 � Max Fan ESP Setting 208Vf230V (IN: WG) 0.6/0.6 0.610.E 0:610.6 0:6/0.6 0.610.E �` U. Sound Pressure Per Fan Speed 208V/230V (dBA) 30-34-39 26-28 29 30-34-39 30-34-39 26-28-29 29-32-38 29-32-38 36-4043 Voltage / Phase 208/23OV/ I -phase 208/23OV/1-phase 208/23OV/I-phase 208/230V/ 1 -phase 208/230V/1-phase 208/23OV/1-phase 208/23OV/ 1 -phase 208/23OV/1-phase o Power Cooling 208V/230V (kW) 0.17 0.06 0.17 0.17 0.06 0.05 0.05 2.24 Power Heating 208V/230V (kW) 0.15 0.04 0.15 0.15 0.04 0.05 0.05 1.97 cu W Electrical MCAIMFS 2.73(208VJ/2.73(23OV}/15 1.05(208VYI.05(23OV)!15 2.73(208Vy2.73(230V)/15 2.73(208Vj/2.73(23OV)/l5 1.05(208V)/1.05(230V)/15 0.29/15 0.29/15 Powered by Outdoor — c za Applicable System Notes - See Notes Below 1, 2, 3, 4, 5,6 1, 2, 3, 4, 5,6 1, 2, 3, 4, 5,6 1, 2, 3, 4, 5, 6 1, 2, 3, 4, 5,6 1, 2, 3, 4, 5, 6 1, 2, 3, 4, 5,6 1, 2, 3, 4, 5,6 O 1. NOMINAL COOLING CAPACITIES ARE BASED ON INDOOR COIL EAT OF 80/67°F (DBANB), OUTDOOR OF 95°F (DB). 2. NOMINAL HEATING CAPACITIES ARE BASED ON INDOOR COIL EAT OF 70°F (DB), OUTDOOR OF 43°F (WB). w 3. SEE OUTDOOR UNIT SCHEDULE FOR OUTDOOR AMBIENT CONDITIONS, CONNECTED CAPACITY, AND OTHER FACTORS ASSOCIATED WITH CORRECTED CAPACITIES. O 4. FULL DEMAND CORRECTED CAPACITY INCLUDES DE -RATE ASSOCIATED WITH INDOOR VS. OUTDOOR CONNECTED CAPACITY INDICATED ON OUTDOOR UNIT SCHEDULE FOR ASSOCIATED SYSTEM. PARTIAL CORRECTED CAPACITY ASSUMES SUFFICIENT DIVERSITY EXISTS SUCH THAT Z THE CONNECTED CAPACITY DE -RATE DOES NOT APPLY. IT IS THE DESIGNER'S RESPONSIBILITY TO ENSURE "DIAMOND SYSTEM BUILDER" IS SET IN THE APPROPRIATE OUTPUT CAPACITY SETTING (FULL DEMAND/PARTIAL DEMAND) PRIOR TO GENERATING THIS SCHEDULE. 5. IT IS RECOMMENDED TO ALWAYS BASE HEATING CORRECTED CAPACITY ON FULL DEMAND. 6. PROVIDE FACTORY INTEGRAL CONDENSATE PUMP. 7. VRF SYSTEM SELECTED WITH THE ASSISTANCE OF JUSTIN BARTTLET (DIAMOND CERTIFIED). (PHONE #: 813-250-0488) HOODED GRAVITY VENT SCHEDULE MARK GRV-OA GRV-EX AREA SERVED ERV-1 ERV-1 PURPOSE OUTSIDEAIR EXHAUST Q MANUFACTURER GREENHECK GREENHECK 0 MODEL NUMBER FGI FGR w D AIR FLOW (CFM) 320 250 O J THROAT AREA (SQF) 0.69 0.44 EXTERNAL STATIC 0.05 0.076 PRESS. (IWG) THROAT DIMENSIONS 10x10 8x8 1. PROVIDE GRAVITY VENT AND ROOF CURB WITH HIGH WIND W RATING, FLORIDA PRODUCT APPROVAL #FL12917.1 & O MIAMI-DADE NOA#09-0511.03 Z 2. PROVIDE FACTORY 12" HIGH CURB. 3. ATTACH GRAVITY VENT TO CURB AND CURB TO ROOF STRUCTURE PER MANUFACTURER LITERATURE. RECORD DRAWINGS: 03-19-18 THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE CONSULTANT SHALL NOT BE HELD RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY HAVE BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. N O Q 1 12 3 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. L! 5 VRF HEAT RECOVERY BRANCH CIRCUIT CONTROLLER System Tag System 1 Tag Reference BC-1 M�-Net Address 52 1 Model Number CMB-P1010NU-G G Type (double / Main / Sub) Single E Z Number of Ports 10 Connected Capacity to BC 106,000-0 Voltage / Phase 208/230V / 1-phase O Power Cooling 208Vf230V (kW) 0.138 Power Heating 208V/230V (kW) 0.066 w MCA 208/230 0.83 / 0.75 a oW Applicable System Notes - See Notes Below 1,2 Z Q' O U) 1. INCLUDE DIAMONDBACK BALL VALVES BV-SERIES, 70OPSIG W WORKING PRESSURE, FULL PORT, 410A RATED. z2. CONNECTED CAPACITY TO BC SHOULD NOT EXCEED 189,000 BTU/H FOR DOUBLE BCS AND 126,000 BTU/H FOR SUB BCS. 0 7 ENERGY RECOVERY VENTILATOR QUNIT w MARK ERV-1 MANUFACTURER LOSSNAY MODEL NUMBER LGH-F470 WEIGHT (LBS) 119 EXTERNAL SP (IN. WG) 0.33 FAN POWER (HP) 0.52 NUMBER OF MOTOR POLES 4 W 0 U) Q oENTERING O VOLUME (CFM) 320 ENTERING AIR SUMMER DRY BULB (°F) 88.0 WET BULB (°F) 78.0 ENTHALPY (BTU/Ib) 41.62 AIR WINTER DB (°F) 38.4 LEAVING AIR SUMMER DRY BULB (°F) 79.2 WET BULB (°F) 70.7 ENTHALPY (BTU/Ib) 34.82 LEAVING AIR WINTER DB ff) 59.9 W 0 w Q VOLUME (CFM) 250 ENTERING AIR SUMMER DRY BULB (°F) 75.0 REL. HUMIDITY (%) 50.0 ENTERING AIR WINTER DB (°F) 70.0 Q wo w VOLTAGE 208/1/60 UNIT MCA (AMPS) 3.1 UNIT MOCP (AMPS) 15 CURRENT RANGE (AMPS) 0.60 - 2.50 0 9 SPLIT SYSTEM SCHEDULE MARK AH-2 1. PROVIDE SINGLE POINTS OF CONNECTION. ELECTRICAL SHALL PROVIDE DISCONNECT SWITCHES MANUFACTURER RHEEM MODEL NUMBER RH1T6024S AND GFI CONVENIENCE OUTLETS. 2. STANDARD ACCESSORIES INCLUDE INTERNAL COMPRESSOR HIGH AND SUPPLY AIR (CFM) 1800 OUTSIDE AIR (CFM) 320 LOW PRESSURE AND TEMPERATURE PROTECTION, LIQUID LINE EX. STATIC PRESSURE (IWG) 0.5 FILTER/DRYERS, LOW PRESSURE Q o U) O Z SWITCHES, THERMAL EXPANSION VALVES, AND 5-YEAR COMPRESSOR AND 1-YEAR PARTS WARRANTIES. 3. THE MECHANICAL CONTRACTOR MUST OBTAIN SUBMITTAL APPROVAL FROM BOTH THE ELECTRICAL AND MECHANICAL ENGINEERS BEFORE PLACING THE FINAL ORDER. MOTOR HORSEPOWER 3/4 TOTAL COOLING CAP. (MBH) 57.1 SENSIBLE COOLING CAP. (MBH) 41.5 ENTERING AIR TEMP. (°F) (DBfWB) 75.9/64.5 LEAVING AIR TEMP. (°F) (DB) 54.9 SUPPLY FAN ELECTRICAL SERVICE 208/1/60 4. PROVIDE EXTENDED WARRANTY INFORMATION TO THE OWNER FOR HEATER ELECTRICAL SERVICE 208/1/60 CONSIDERATION. 5. PROVIDE EVAPORATOR DEFROST CONTROLS WITH THERMAL TOTAL HEATING CAP. (KW) 3.6 HEATING TEMP. RISE (°F @ CFM) 6.5 EXPANSION VALVES AND LOW AMBIENT COOLING TO 30°F. 6. PROVIDE SINGLE POINT SERVICE MCA (AMPS) 30 MOCP (AMPS) 30 ELECTRIC KIT. FAN MOTOR AMPACITY 6.0 FILTER MERV 6 (30%) UNIT WEIGHT (LBS) 159 MARK CU-2 o MANUFACTURER RHEEM MODEL NUMBER RA1460 REFRIGERANT ELECTRICAL SERVICE ff208/3/60 O Z MCA (AMPS) Z W z MOCP (AMPS) 35 COMPRESSOR RLA (AMPS) 15.9 CONDENSER FAN FLA (AMPS) 1.0 SEER 14.5 UNIT WEIGHT (LBS) 202 IN MECHANICAL 12 ' SCHEDULES SCALE: N.T.S �w Q m < o ua N , m �€ O Z p) u C — C c6 o Q 5 O U `° n` W r N O` W r Q C �0 0o W E v °° <_,e '' n U QU LL a 4- N NL 6 CO sco ®` r a U y�• Y� o U s co C > Q o w 5.m o � W m� W' � � o C � W a Eo N O O °L � L IL 'a �a �2 U 0 o00 00 3 � . d- � co �W oCL 0)(3 ro C � M ., CO 00 C',4 19 T co d. o r,CF) Q C? MN� w` n W A ' Vl v/ co � �. o .- Q ^, W O L C �w o U C _2LL (� ca m O D U ^ E a� � co LL Ax W P< o 2 a� c� UC O. W U W U—co = �L T -M . M o vti � O r \ N L o Q � O O � Li C� m O- W E U _ c F— Li .0 O C) Q a N (/') C E o W J O U.- U m N :3 rn = W 00 w C/) N r— ry sheet no. M - 2.1 N 41 O W RETURN DUCT 0MPERSDAFLOW ALTERNATIVE: VANED ELBOW TRANSITION FOLLOWING HWITH OTRANSITION ELBOW SUB BRANCH SUPPL III ii O TRANSITION O O DUCTY 4C TAKE OFF 3 445' MAX REFRIGERANT PIPING: HEATER DISCONNECT OR CIRCUIT BREAKER LOCATION: BY \_1" Wax D3 ? MAIN FLOW BRANCH HARD COPPER, HOLD FAN ELECTRICAL CONTRACTOR. 1" ARMAFLEX, ALL ARMAFLEX WHERE IT IS NOT VISIBLE HINGE OR ROD D 2 CLEAR OF SERVICE PANELS MOTOR SINGLE POINT SERVICE. EXTERIOR PIPE INSULATION SHALL BE COVERED WITH REF SUB HANGER HOLD TRAP CLEAR OF CONDENSATE OVERFLOW ALUMINUM JACKET. W1D1� (W2D2+ W3D3) Ax D1 B xD2 NOTE 1. BRANCH STRAPS FILTER PULL o PROTECTION: SAFE-T-SWITCH 1 W3 D3 1 CONDENSATE DRAED IN AND #SS2 ON AUXILIARY DRAIN TO SHUT DOWN SYSTEM IF >_ A i W (W D ) + (W D ) SET SCREW P-TRAP: Y4" PVC, Y2' CONDENSATE BACKS UP. � 2 2 3 3 W D �— FASTENERS 4� ARMAFLEX INSULATION COIL _ W x D 2+ 1 1 CONTROL ROD WILOCK SECURE SLOPE 1/4" PER FOOT. DO NOT USE FACTORY = B � [ 1 / W2 (W2 D2) (W3 D3) WIRE FILTER RACK SPUTTER DAMPER BLADE SUPPORT ANGLE: 2x2 METAL SELVES TO BE FOAM FILLED INSULATED t FLOW LENGTH EQUAL TO 3/4 OF DUCT WIDTH; MIN 6" 6 GALVANIZED ANGLE, (2) SIDES AND REAR INSULATION PER NOTE 2 Q OPEN FRONT FOR SUPPORT PLENUM SHALL BE FILTER PULL —� SUPPLY AIR DUCTS UN -INSULATED 20 GAUGE WM MAIN AIR FLOW EXHAUST OR 10" 0 MAX. SHEET METAL. MASTIC PROVIDE EXTERNAL FILTER RACK WALL 24" 0 MAX. SEAL. NO FIBROUS DUCT EQUIVALENT TO A CROWN MODEL# RETURN AIR DUCTS BAND OF SAME 50" 0 MAX. BOARD OR INTERNAL LINER. FHG2424, 2" DEEP, WITH PLEATED 45' MAX SIZE AS HANGER FILTERS. FILTERS SHALL BE NOMINAL, READILY AVAILABLE SIZE, EXTERIOR WALL INTERIOR WALL 1/4 W M WM> WB STRAP FLOOR OPPOSED BLADE 24"x24" DEFAULT, OR NOMINAL SIZE OR 4" MIN MANUAL VOLUME LARGER THAN FOOTPRINT OF AHU. DAMPER BELLMOUTH Wg F TAKE -OFF BRANCH DUCT WIDTH, W15 NOTES OVERTICAL 1 AIR HANDLER ( DX) DETAIL 4 O INSULATED REFRIGERANT LINE PENETRATION DETAIL 1 RI&R 2RE RESPECTIVELY 1.75 AND 0.75 OF THE GREATER OF B OR W NOTE: HANGER MUST NOT DEFORM DUCT SHAPE. NOT TO SCALE NOT TO SCALE 2 SUPPLY DUCT CAN BE EXTERNALLY OR INTERNALLY INSULATED. AND RETURN AIR DUCTS EXTERNALLY INSULATED ONLY EXHAUST ALL -THREAD ROD O DUCTWORK DETAIL ROUND DUCT HANGERS DETAIL CONDENSING UNIT LOCKING NUT NOT TO SCALE NOT TO SCALE — HEAVY DUTY TYPICAL 1" HANGER STRAP INSULATED FLEXIBLE DUCT, CLEVIS HANGER 22 GAUGE SHEET METAL MUM LENGTH BFLEX 0 MAXNOT LIFTING LUG (TYP.) T SUPPORT NUT 2" MINIMUM THICKNESS RO "SNAPLOCK" SHEET AG OR KINK. DUCT ON SUPPLY ONLY. (2) %6'x3/" BOLT FLEXIBLE FIBERGLASS MEDTAL RUN -OUTS WITH NO FLEX ON RETURN, (TYP) INSULATION, ASTMC553, GUT INSULATION TO 2" WRAP INSULATION OUTSIDE AIR OR EXHAUST. E #14x1Y2 SCREW T INSULATION WITH TYPE 1, CLASS B-4 PROPER LENGTH TO AVOID & WASHER (TYP.) VAPOR BARRIER (MINIMUM INSTALLED R-VALUE=6) COMPRESSION OF INSULATION INSIDE RADIUS EQUAL TO THE RM CLIP (TYP.) PIPING FLEX DUCT 4" THICK — T — — — — g" SUPPLY DUCT: SIZES DIAMETER CONCRETE PAD MIN. :. SHOWN ON PLAN ARE INTERNAL FREE AREA GRADE 18 GAUGE SADDLE, WRA 3 x PIPE DIA. OR 9" STAPLE 2" FLANGE INSULATION a . o a . a MINIMUM LENGTH THEN TAPE OVER ABOVE �. —_71 711— I=III—_ THE JOINT AND TAP FITTING, DIFFUSERS =1—I 1=III=III=III—III—III—i 1=III—III—I I=1 1=III=III=III—I 1=III—III—III—III STAPLE TO PROVIDE WITH DAMPER EQUIVALENT TO -I I i—III—III=III—III=III=1 I I=I I I—III=III=III—► I i—III=III=III=III—III=I �-III-III III III III-III=1 I III III i I—III=III= -III III III III -III -III VAPOR -TIGHT SEAL SHEET METAL DUCT A CROWN MODEL# 3710-DS2 SUPPORT WIRES -III -III -III -III -III PIPE HANGER DETAIL FOR CEILING GRILLE O NOT TO SCALE SEAL ALL SEAMS 3 SHEET METAL SCREWS HUNG F H FROM STRUCTURE D NOTES: WITH HARDCAST THROUGH HELIX OF FLEXIBLE Position where duct d i rect i on change i s poss i b l e DUCT, BAND CLAMPED AND TAPED 1) SECURE INSULATION TO BOTTOM OF DUCT WITH WELDED STICK PINS ON DUCTWORK 18" AND LARGER. NOTE: FCe Bypass damper plate - ONE ROW OF PINS FOR DUCT WIDTH UP TO 34" A! r exhaust fan i l i ng susp ens i on f i Xture - TWO ROWS OF PINS FOR DUCT WIDTH BETWEEN 36" AND 52" THE CONDENSING UNIT SHALL BE TIED DOWN USING RM CLIPS SECURED TO A CONCRETE SLAB WITH ONE - THREE ROWS OF PINS FOR DUCT WIDTH BETWEEN 54" AND 70" NOTE: (1) #14x1Y" SCREW AND WASHER EACH, ALSO SECURED TO THE CONDENSING UNIT WITH TWO (2) %s"x%" (4-9/16' X13/16' (15X20) oval) PINS SPACING SHALL BE 18" ON CENTERS. AVOID OVERCOMPRESSING THE INSULATION WITH THE EXCEPT WHERE AIR DISTRIBUTION DEVICE HAS INTEGRAL VOLUME BOLTS. USE FOUR CLIPS PER CONDENSING UNIT TOTAL, FOR CONDENSING UNITS UP TO 48"x48"x48". RETAINING WASHER. DAMPER, PROVIDE SPIN -IN FITTING WITH VOLUME DAMPER WITH A EA « (exhaust air outlet) RA « (return air) 2) USE FIBROUS DUCTBOARD (MINIMUM R-VALUE = 6) IN LIEU OF FLEXIBLE FIBERGLASS INSULATION FOR ALL LOCATIONS WHERE DUCTWORK IS EXPOSED TO VIEW. 2" STANDOFF WITH A LOCKING QUADRANT THAT IS GAUGES HEAVIER THAN DUCT. 24 GAUGES OR 2 OCONDENSING UNIT TIE -DOWN DETAIL NOT TO SCALE DUCT WRAP DETAIL DUCT RUN -OUT (SUPPLY) DETAIL DRAIN LINE SLOPED MIN. C 1/4" PER FOOT. CLEAN -OUT (TYP.) CONDENSATE B DRAIN PAN C A ONOT TO SCALE 1 1 NOT TO SCALE TYPICAL 1" HANGER STRAP 22 GAUGE SHEET METAL �supp RIGID RADIUS ELBOW: (outside a i r i ntak �A b b I a i r) INSIDE RADIUS EQUAL TO DIAMETER Power supp l ROUND "SNAPLOCK" SHEET nd HANGER METAL RUN -OUTS WITH cab le open i STRAPS Core, e i r f i l ter, High- an,Air supply fan 60" MAX. UNLESS FOOT OF Eff iciency f i lter, fan, Inspection opening pp y STRAP IS PLACED Maintenance space Contro l box UNDER A BOTTOM FLEX DUCT SHALL BE LIMITED TO VERTICAL Maintenance cover REINFORCEMENT RETURN DUCT: SIZES RISE. LIMIT OFFSET SO STRAP SHOWN ON PLAN ARE THAT FLEX IS AS SEE MANUFACTURER OR ANGLE INTERNAL FREE AREA STRAIGHT AND LITERATURE FOR FAN ALL- TAUGHT AS POSSIBLE. COIL UNITS H i ggh off i c i ency f i lter( so ld separate l y) THREAD NOTES: , Lossnay core attachment pos I t i on ROD B �_V' MIN. 1. TRAP EVERY DRAIN LINE CONNECTION. TAP FITTING, 2. BLOW -THROUGH FAN: DRAW -THROUGH FAN: SCREWS MAY WITH DAMPER EQUIVALENT TO A = SP + 1" MIN. A = 1/2 OF B, MIN. 1" BE OMITTED NUT (TYP.) A CROWN MODEL# 3710-DS2 B = 1/2 OF A, MIN. 1" B = SP + 1" MIN. IF HANGER BOLT 3 SHEET METAL SCREWS SUPPORT WIRES C = A + B + (1.5 x PIPE DIA.) C = A + B + 0.5 x PIPE DIA.) STRAP LOOPS (TYP.) THROUGH HELIX OF FLEXIBLE FOR TO HANG AIR 3. PIPE SIZE SHALL NOT BE LESS THAN DRAIN LINE CONNECTION SIZE. DUCT, BAND CLAMPED AND TAPED DISTRIBUTION DEVICE 4. ADJUST THICKNESS OF HOUSEKEEPING PAD OR UNIT SUPPORTS AS REQUIRED TO PERMIT PROPER ANGLES FROM STRUCTURE TRAP DEPTH. P s i t i on Where du t d i rest i on 5. FILL EVERY TRAP MANUALLY PRIOR TO INITIAL START-UP. change is poss i� le Air f i hers NO INSULATION RETURN, OUTSIDE AIR 6. INSULATE WITH Y" ARMAFLEX WHEREVER CONDENSATE MAY CAUSE DAMAGE. OR EXHAUST SYSTEMS. 7. USE MINIMUM 2" PIPE BELOW GROUND. NOTE: * SP EQUALS NEGATIVE STATIC PRESSURE (LOADED FILTERS) AT FAN SUCTION FOR DRAW THROUGH FANS EXCEPT WHERE AIR DISTRIBUTION DEVICE HAS INTEGRAL VOLUME AND POSITIVE STATIC PRESSURE (LOADED FILTERS) AT FAN DISCHARGE FOR BLOW THROUGH FANS. CEILING RECESSED LNSSNAY LGH-F470Rk-E ALTERNATE LOCATION DAMPER, PROVIDE SPIN -IN FITTING WITH VOLUME DAMPER WITH A (VERIFY UPPER TRAPEZE 2" STANDOFF WITH A LOCKING QUADRANT THAT IS 24 GAUGES OR 2 NTP12566 / G=1 LOAD CAPACITY) GAUGES HEAVIER THAN DUCT. A 3 CONDENSATE DRAIN LINE P-TRAP DETAIL (AHU-2 ONLY) 6 ENERGY RECOVERY VENTILATOR UNIT 9 RECTANGULAR DUCT HANGERS DETAIL 12 DUCT RUN -OUT (RETURN) DETAIL C NOT TO SCALE NOT TO SCALE O NOT TO SCALE C NOT TO SCALE 1 2 3 4 1 5 1 6 1 7 1 8 1 9 10 1 11 1 12 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. MECHANICAL DETAILS NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. SCALE: N.T.S TONS PIPE SIZE 1-2 3/4" 3-5 1" 6-30 1-1/4" 31-50 1-1/2" 51-170 2" 171-300 3" 301-430 4" 431-700 5" mU) r 0o CD N O Z O) `; C C � -0 O w � 3 c O� i^` a) 2 N O W � N N 0i j�V!/ O E 00 e W � C M O QJ O LL N +' U y w w 0 (� m U CL ���e• U l c ap Q � Or? ° w o� C-9a V C W a o0 oz 0 o LQ 1 O �2U 0) U C Cro M ., co m N T o rn�o 0') T �00m V / ^ M p> L C)CoW Cl) 0 O co E 'L _LO U C cc ■ � LL C W L V L) ^- E EOM Cc L� 17 ('D U 0 Q O N ' L - y� � �1 ■=J E L L,co �_ U Ug2 T � O ZU -,tmc �LL N ryo L � Q O O O O Li I c.� m O L Q W E U •y 1 O 0 Of Q C)¢ E ' U �Y W -, — O co m rn00 = C/� N F— N sheet no. M — 2.2 H G F E C C 1 E n. N O LO I rn L A 0 0 N N 41 41 O DIAGRAM SYMBOL LEGEND DISPLAY DESCRIPTION POWER WIRE CONTROL WIRE REF. PIPE PIPING LIST SYMBOL BRANCH PIPE MODEL J1 Reducer SYMBOL LI UID PIPE GAS PIPI P1 38 P2 1/4 / P3 34 58 1/2 78 RECORD DRAWINGS: 03-19-18 THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE CONSULTANT SHALL NOT BE HELD RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY HAVE BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. a 1 2 3 FCONT.No I I PAGE East Room FCU-1 CITY MULT SYSTEM SCHEMATC DWG. Additional refrigerant charge is needed depending on the size and length of extended piping. Please refer the amount of pre —charge and the formula of calculation which is mentioned on the data book. 1.25416 AWG) : 1.25mm�16 AWG) or more. 0.75mm(20 AWG) : between 0.5mmJ24 AWG) and 0.75mm(20 AWG). System 1 System 2 North Offices , SE Siamee West Offices ECU-2 ECU-3 FCU-4 D EY -FWIR DIAGRAM Cashiers , FCU-6 , Tellers FCU-5 IT Room , OFC-1 , co 0 O Q � n 'N O w � r �_ �E O L p) £ y Q u $ C Z Q LL , ' —°� Q U o Fo r a? L �2 r Lij r � CN O m W O E (rye c n o co E L ' M U U_ao U y c 0 U) , •�• _r U •• O o Z U • Cl) wz C ) Q W mW 0 o nW N o �m Q� a� a 'o 0 M2 O 00 900 s W 0 0) U C: Cco M � O •� Q M 0p M (9 4 — (9 4O 0 � O U A l W C?co N T °° cr v♦ Vi CO � Lco 0 � °o M O L C i� O C ■CID ~ O 06 U Qi L yy F `�2 — ` /W♦ U Q (0 ,U >, _ o Ugh T •L � O T - -tr Q U_ VN/ O r ' Q O O O � I cfl m a Q w E E v _ .y Ne 0 o Q E U M J O O n vi Cf) r J J C_ _ w o °r° I- C/) N rWv THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. 5 0 7 8 0 H 12 FAN COIL UNIT WIRING DIAGRAM SCALE: N.T.S sheet no. 2.3 H G FI EI D CI E N 0 LO I 0) v AI 00 0 N 4 0 120 VAC G N H H N G INPUT OUTPUT PLUG-IN B TRANSFORMER I I� III 1 D J 10A 120VAC BREAKER/ WPM -US SWITCH PSPT2RB10 PANEL DISCONNECT n 120 VAC TR20VA004 CONTROL TRANSFORMER O J-300E_ C OCCUPANCY 24 CONTROL SIGNAL VAC DRY CONTACT 28VAC-lAmp MAX Lb F00- Q m U `- p N 0 co C) d aaj<�Q�0�0 O O LAN 2 LAN 1 DO 232 COM1 WPM 85 COM2 o0000000 0 o 0 0 • I S+- TO NETWORK CAT 5E NETWORK I SWITCH _ _CABLE N001=006—BL _ CAT 5E NETWORK CABLE N001-002—BL + - - — ADDITIONAL OPTIONAL — SHIELD — — — — — — —/ INPUTS BACnet 18/2 SHIELDED 1 &2 — TEMPERATURE STRANDED WIRE 3&4 — 0-10VDC 5&6 — ON OFF MPM 24V AC/DC CAN H CAN L GND STATIC PRESSURE PORTS —n-� AC/DC �l CAN H CAN L GND O O ' " II iiiii0� ACU10K-CP-R J L ACl/10K-CP-R OPTIONAL TEMPERATURE SENSORS SITE CONTROL KIT OPTIONAL 24VAC OCCUPANCY CONTROL SIGNAL, SEE RIBU1C OCCUPANCY RELAY DETAIL SE86000OBll L1 24VAC i� I I —L2 120VAC Z pp ` _ 3 2 j >� >� TR75VA004 0 0 0 0 U M 0 0 0 0 0 m m m m x U w m Z):D>> PAC-US444CN-1 ® ®®(5)®®® (D R 4 ® G Yl ® Y2 - BACnet L® W2 tON sw2 swi IF — [—F=r ® C 1 2® 1® RED HARN-MIT-CN51 ® BLK (RED) RED 07 + Lt c0 r- z _M O z N M v HARN-MIT-CN52 SW w cUE5E52 E552»5 I BLK (GREEN) 0' J I— —j Q Q C 0- 0 W M COQ OU O Z Xz m 0 �0 FT F006061 CN51 CN52 CN105 (ERROR STATUS (FAN STATUS (THERMOSTAT ACl/CP—BP — J I ' OUTPUT) OUTPUT) INTERFACE) C===[=_ BULLET PROBE FOR NON —DUCTED MITSUBISHI AIR HANDLER SWITCH 1-1 = OFF APPLICATIONS CONTROLLER SWITCH 1-5 = OFF WIRE TO REMOTE TEMPERATURE SENSORS IF REQUIRED MITSUBISHI DUCTLESS VRF AHU CONTROLLER KIT 1 2 13 fHE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. VO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. 4 ZIG (F ANTENNA BANDS) MOM 12" THIS SHEET IS NOT PART OF CONSTRUCTION DRAWINGS. SHOWN FOR REFERENCE ONLY. CONTROLS PACKAGE PROVIDED BY OTHERS. SEE CONTROLS DRAWINGS. SEE CONTROLS NOTE ON SHEET M04.02, M04.03, PROVIDED FOR REFERENCE, NOT A PART OF OPTIONAL 24VAC OCCUPANCY PERMIT DRAWINGS. SEE SEPARATE CONTROLS DRAWING PACKAGE PROVIDED BY ECS CONTROL SIGNAL, (CONTACT JONATHAN SETZEKORN PHONE # 980-272-7327). CONTROLS TO BE INCLUDED IN THE SEE RIBU1C OCCUPANCY RELAY MECHANICAL CONTRACTOR BID. SCOPE TO INCLUDE VERIFICATION/COMMISSIONING OF ALL DETAIL HVAC CONTROLS. COORDINATE THROUGH ENVIRONMENTAL COMFORT SOLUTIONS. SE86000OBl l L1 24VAC II —L2 120VAC Z m co 2 > 0 TR75VA004 N M CO W 0 0 0 0 U = 0 0 0 0 0 m m m m Of U w m»:D 7) PAC-US444CN-1 ®®®®® G®O®®® ® R ® Y2 BACnet L— � tON SW2 SW1 — — 51 W2 z 1 2 3 4 5 6 1 2 3 4 TOI RED HARN-MIT-CN51 (2) le 6 (2) 0 ®® I BLK (RED) I RED 0 cn + w c0 r Z _M O Z N CO ct HARN-MIT-CN52 0 w 0: c (D > > 2 > > (14 2 > > 5 BLK (GREEN) 5W -1 U Q W 2 0-0 w w m m Q t— z m wo a0 100 O 1660001666661 CN51 CN52 CN105 (ERROR STATUS (FAN STATUS (THERMOSTAT OUTPUT) OUTPUT) INTERFACE) ACl/10K-CP-DO SUPPLY AIR SENSOR 10K OHM THERMISTOR MITSUBISHI AIR HANDLER SWITCH 1-1 = OFF CONTROLLER SWITCH 1-5 = OFF LOCATE IN SUPPLY DUCT ON OUTLET OF AIR WIRE TO REMOTE HANDLER TEMPERATURE SENSORS IF REQUIRED MITSUBISHI DUCTED VRF AHU CONTROLLER KIT 5 i 7 INTERNAL L LAN/NETWORK SWITCH I z U qt W I U a a DATA ROOM TEMPERATURE ow 5 W J ILo w W_o SC01-10x n MPM J-300E PANEL DISCONNECT BACnet MS/TP SE86000OBl l WMOx-0 TOUCH SCREEN MULTI JET WATER METER THERMOSTAT WITH PULSED OUTPUT TO MITSUBISHI VRF AHU THERMOSTAT INTERFACE OR ATER CONSUMPTION HVAC EQPT THERMOSTAT MONITORING PANEL TERMINAL STRIP o m®°X100 xx x xx� (BY OTHERS) SE301OW1045 BUILDING WATER AND IRRIGATION FLOW METER F_ I M L01 ADDITIONAL AVERAGING LOSSNAY CONTROL AND TEMPERATURE SENSORS MONITORING PANEL AS REQUIRED ADDITIONAL THERMOSTATS AS REQUIRED MITSUBISHI LOSSNAY BAS - PARTIAL SYSTEM ARCHITECTURE - HVAC OPTIONAL 24VAC OCCUPANCY CONTROL SIGNAL RELAY RATING: 28VAC 50/60HZ, 1.0 AMP SE86000OBll m o 0 \ _N HVAC EQPT��o N O N o- N THERMOSTAT INTERFACE N N-) 't `J v 00 M`- TERMINAL STRIP M M M M LL `l Of M D D D D LL L� J L L BACnet T Q) i I Li — — O O N O N N N of «- - XJO u u c O 0 Z � m m c' z Q 00 0� WIRE TO REMOTE TEMPERATURE SENSORS IF REQUIRED HVAC ROOM CONTROLLER KIT TO EQUIPMENT TO BE CONTROLLED BLUE RIBU1C WHT/BLK NORMALLY CLOSED 120VAC WHT/BLU YEL 10-30 COMMON V AC/DC ORG WHT/YEL NORMALLY OPEN COM RIBU 1 C OCCUPANCY RELAY W2/OB W1 C R G Y1 Y2 ACl/10K—CP—DO SUPPLY AIR SENSOR 10K OHM THERMISTOR LOCATE IN SUPPLY DUCT ON OUTLET OF AIR HANDLER FROM THERMOSTAT, SEE ROOM CONTROLLER GENERAL NOTES: 1. ALL WIRING IS POLARITY SENSITIVE EXCEPT FOR THERMISTORS. 2. - - - - - FIELD WIRING. 3. CLASS 2 FIELD WIRING SHALL BE 18/2 SHIELDED STRANDED WIRE. 4. CLASS 2 CONTROL CIRCUIT 5. CLASS 1 POWER CIRCUIT WIRING FROM BREAKER PANEL TO BE FIELD INSTALLED 6. ALL DETAILS PROVIDED BY ENVIRONMENTAL COMFORT SOLUTIONS. REFER TO OVERALL BAS CONTROL DRAWINGS FOR ADDITIONAL INFORMATION. 10 0< oQ r- U �vo `o N , O r N .11 6 c co Q or N W �o W 8 N I A M W f`V E co . E cn 00r "TtoQ) y L ( V ¢ J O 0 4- � U N >, r :s w M a U) �!t �41 �, U o M Z W U co M L 2 C N C0 CO C w O _ W C u• E0 N O 0 a z Q0 'o a L o M U -o 000 3 00 0` co CW =CL 0 0) U r c:zo .. M CO N04 d T I ? 0 �rn2 00 U A Q N � v• Vi 0 � � M 0 0 c @ 100) ^L' W co ° 0 L co O r- (� u- c' m /� W 0 E a co E o /L� — yi v/ co '^ v, v� F- co L L, Uan) d � U Uco 2 L T T � 0 BULL 00 N rr L Q c0 O O CD Li C u T C3 m LLI � U tj o O Q E o E m O O Z3 J _ u ck:: C _ °�° C/D N N sheet BAS — SYSTEM ACHITECTUREm"— 1 M — 3.I H G TERMINAL BOARD LOCATED IN OUTDOOR SYSTEM, ONE PER SYSTEM A B S TB7 0 0 0 16/2 SHIELDED TWISTED PAIR F TAPE BACK SHIELD EACH PAIR OF WIRES TO A SYSTEM. @_1191-1911911911 ❑ E 0 C 3 CONNECT ALLIGATOR CLIPS TO STUD P CORRESPONDING TO THE SYSTEM TO E TESTED LOSSNAY CONTROL BOARD OUTPUT TERMINAL TM2 1 &3 START/STOP — 120, 208, 240 or 48C ' ' - L1 L2 TR75VA004 CONTROL TRANSFORMER — — Ground O O 3 a a o m Q N w I- 0 < In M-NET ACCESS PANEL -VAC o 1 SSB 02 COM 03 A01 04 COM 05 A02 Os A03 07 COM 08 A04 09 OIA 010 OIB 11 K1 12 K1 013 K2 014 K2 o15 K3 016 K3 017 K4 018 K4 019 K5 0201 K5 FUSE F 5A 5A MAX 21 1 24VACLINE 022 AUX 23 24VAC NEUT 10"INN TERMINAL STRIP 12it CMS-MGN NB-ASCE-RT1 INPUT TYPE: JUMPER: 4-20ma: I-V THERMISTOR: V-R VDC: REMOVE ELECTRICAL RATINGS: POWER INPUTS: CLASS 2, 24VAC MAXIMUM AMERICAN MAXIMUM �- NOMSIGNAL INPUTS: U� ■ MM , AUTO /�7` -�/ CLASS 2, 3OVDC MAXIMUM RELAY OUTPUTS: Smart Building Solutions- 1A 24VAC MAXIMUM 1A 24VDC MAXIMUM ENVIRONMENT: TEMPERATURE RATINGS: 0' TO 50' C HUMIDITY: 0 TO 95% RH NON -CONDENSING USE ONLY COPPER CONDUCTORS cnuTloN: NB—ASCe TM TERMINAL BLOCK TORQUE 3 INCH -POUNDS MAXIMUM eVOLUTION SERIES` C COM 35 U11 34 COM wo- U12 32 COM 31 U13 30 COM 2s U14 28 COM 27 U15 2s JP6 0 N-2 N+ 2 FROM PREVIOUS TO NEXT CONTROLLERU CONTROLLER MITSUBISHI LOSSNAY CONTROLLER KIT THIS SHEET IS NOT PART OF CONSTRUCTION DRAVINGS. SHOWN FOR REFERENCE ONLY. CONTROLS PACKAGE PROVIDED BY OTHERS. SEE CONTROLS DRAWINGS. SEE CONTROLS NOTE ON SHEET M04.02, M04.03, PROVIDED FOR REFERENCE, NOT A PART OF PERMIT DRAWINGS. SEE SEPARATE CONTROLS DRAWING PACKAGE PROVIDED BY ECS (CONTACT JONATHAN SETZEKORN PHONE # 980-272-7327). CONTROLS TO BE INCLUDED IN THE MECHANICAL CONTRACTOR BID. SCOPE TO INCLUDE VERIFICATION/COMMISSIONING OF ALL HVAC CONTROLS. COORDINATE THROUGH ENVIRONMENTAL COMFORT SOLUTIONS. WIRING AND SETTINGS FOR ONE REMOTE AVERAGING SENSOR SE301 OW1045 WIRING AND SETTINGS FOR TWO REMOTE AVERAGING SENSORS L SE301 OW1045 SE301OW1045 ACl/10K—AN—DO EXHAUST AIR SENSOR ACl/10K—AN—DO SUPPLY AIR SENSOR LOSSNAY CONTROL BOARD OUTPUT TERMINAL TM3 6&7 BYPASS STATUS 7&8 ERROR STATUS LOSSNAY CONTROL BOARD OUTPUT TERMINAL TM4 9&10 FAN STATUS ON REMOTE SENSOR DIP SWITCH SETINGS FOR ONE REMOTE SENSOR WIRING FOR CONNECTING REMOTE SENSORS TO SE 8600 SE86000OBll SE301OW1045 COMMON SCOM SON REMOTE SENSOR DIP SWITCH SETTINGS FOR TWO REMOTE SENSORS (SAME SETTINGS FOR BOTH SENSORS) L — —� WIRING FOR CONNECTING REMOTE SENSORS TO SE 8600 SE86000OBll SE301OW1045 SE301OW1045 COMMON SCOM SCOM UI 20 RS RS AVERAGING SENSORS 10" NB-ASCE 12" GENERAL NOTES: 1. ALL WIRING IS POLARITY SENSITIVE EXCEPT FOR THERMISTORS. 2. - - - - - FIELD WIRING. 3. CLASS 2 FIELD WIRING SHALL BE 18/2 SHIELDED STRANDED WIRE. 4. CLASS 2 CONTROL CIRCUIT 5. CLASS 1 POWER CIRCUIT WIRING FROM BREAKER PANEL TO BE FIELD INSTALLED 6. ALL DETAILS PROVIDED BY ENVIRONMENTAL COMFORT SOLUTIONS. REFER TO OVERALL BAS CONTROL DRAWINGS FOR ADDITIONAL INFORMATION. co co 0Q a c C)^� o Q) C cl Q LL O °2U3 L o� r O a� C U N 00 E W ��E <� E '- M U Q J O "a (D U w w d� N �• MZ U M > v 00 Q c 0000 d o- m� +-' n � O O WW� LL O L IL �m a ' O `2 U 000000 3 r� �� w o 0- 0) 6 C C _ co .. COAOM 0') N N T (9 4 o r-°'U 00 , T- v♦ co � L 'COD zo co p co LL O` :2`U C (6 co LL C C6 Q-0 U n li E m ER ) Q vJCD cn I— L U��(D aco U qU� O / \ N_ L Q co N) L�1 o 0 0 LL_ I m Q W E E U_ c- O Qo Q H 0 m U_ U m (!j � J J c- 00 c) N N ' 1 2 3 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. 4 1 5 ' 6 ' 7 ' 8 ' 9 ' 10 ' 11 ' 12 ' BAS - SYSTEM AC H ITECTU R E - 2 SCALE: N.T.S sheet no. M 3.2 G FI [� C� � PLUMBING SPECIFICATIONS PART GENERAL 1.01 GENERAL DOCUMENTS A. THE REQUIREMENTS OF THE GENERAL CONDITIONS & SPECIFICATION BOOK SHALL APPLY TO ALL PLUMBING WORK. INSTALLATION SHALL BE IN ACCORDANCE WITH THE 5th EDITION FLORIDA BUILDING CODE zO14 PLUMBING WITH CURRENT AMENDMENTS. B. THE PLUMBING WORK SHALL FURNISHING ALL LABOR, EQUIPMENT, MATERIALS AND SERVICE NECESSARY FOR AND REASONABLY INCIDENTAL TOTHE PROPER COMPLETION OFALL PLUMBING WORK SHOWN OwTHE DRAWINGS AND AGSPECIFIED. ALL MATERIAL SHALL osNEW. C. ALL MATERIALS AND EQUIPMENT SHALL osTHE STANDARD CATALOGED PRODUCT OFx REPUTABLE MANUFACTURER REGULARLY MANUFACTURING THE PARTICULAR ITEM, FREE FROM DEFECTS AND |NNEW CONDITION. 1.02 SUBMITTALS A. MATERIALS OR PRODUCTS SPECIFIED HEREIN AND/OR INDICATED ON DRAWINGS BY TRADE NAME, MANUFACTURERS NAME ORCATALOG NUMBERS SHALL BEINTERPRETED AG ESTABLISHING ASTANDARD OFQUALITY AND DESIGN. EQUAL T0THAT SPECIFIED. SUBSTITUTIONS SHALL NOT BEALLOWED UNLESS THEY ARE SUBMITTED FOR REVIEW AN AND APPROVED BYBID DATE. 1.03 WORK aYOTHERS A. THE FOLLOWING SYSTEMS AND/OR EQUIPMENT ARE NOT APART DFTHIS SECTION, BUT SHALL BsPROPERLY CONNECTED WITH ALL PLUMBING SERVICES: ELECTRICAL POWER WIRING Bv sLECTR|CALGUo'CONTRACT0R. 1.04 SHOP DRAWINGS A. FURNISH SIX V0COPIES 0FSHOP DRAWING OFEQUIPMENT AND FIXTURES FOR APPROVAL PRIOR TOPURCHASING. 1.05 RECORD DRAWINGS A. AFTER COMPLETION OFALL WORK, THE PLUMBING CONTRACTOR SHALL PROVIDE THE OWNER, ENGINEER, AND ARCHITECT WITH AGBUILT RECORD DRAWINGS ADOUTLINED |w SPECIFICATIONS. PART INSTALLATION 2.01 MATERIAL A. SOIL, WASTE & VENT PIPING: ABOVE AND BELOW FLOOR SLAB SHALL BE ASTM D 2665 PVC-DWV GCHEoUuE40 PIPE AND FITTINGS WITH SOLVENT WELD JOINTS. B. ROOF DRAIN PIPING: ABOVE AND BELOW FLOOR SLAB SHALL BEAGTwD2&OoPVC'DVVv SCHEDULE 40PIPE AND FITTINGS WITH SOLVENT WELD JOINTS. C� DOMESTIC WATER PIPING: a. INTERIOR COLD AND HOT WATER PIPING ABOVE SLAB: DOMESTIC WATER PIPING SHALL BE TYPEUCOPPERA8TMB80WITH SOLDER -JOINT FITTINGS. b. PIPING BELOW SLAB SHALL BE ASTM F 441 SCHEDULE 40 CPVC PLASTIC PIPING WITH SOLVENT WELD JOINTS. D. PIPE INSULATIONS:HOT WATER SUPPLY AND RETURN PIPING SHALL BE INSULATED WITH 1" THICK FIBERGLASS OR EQUAL, IN COMPLIANCE WITH APPLICABLE ENERGY CODES, STORM WATER PIPING INCLUDING ROOF DRAIN SUMPS, ALL HORIZONTAL RAINWATER LEADERS & ANY PIPING ABOVE SLAB RECEIVING COLD WATER DISCHARGE FORM A/C UNITS, ICE MACHINES ETC. SHALL BE INSULATED WITH 1^THICK FIBERGLASS (OR EQUAL) INSULATION WITH VAPOR JACKET. 2.02 VALVES A. EQUAL TONIBCO.CRANE, OnvVALVVORTH.ALL BRONZE 15OLB. GATE VALVES WITH RISING STEMS. 2.03 SPECIALTIES aPIPE PROTECTIVE COATING: FOR STEEL OR COPPER PIPE, PERMACEL OR SCOTHWRAP VINYL TAPE APPLIED OVER PIPE n]ATOTAL MINIMUM THICKNESS OFzOMLG.APPLY TOALL WATER PIPE IN CONTACT WITH MASONRY OR CONCRETE. B. PIPE HANGERS: HANGERS FOR BARE COPPER PIPE THROUGH 4 INCH (4") DIAMETER OR SMALLER SHALL BEADJUSTABLE RING TYPE, PLASTIC COATED EQUAL TOM|CH|GAN1U2a.FOR STEEL PIPE M|CH|GAN1o0. C. DRAINS AND CLEANOUTG:SEE SCHEDULE 0NDRAWINGS. D. DIELECTRIC UNIONS: EBCO OR CAPITOL AT ALL POINTS OF CONNECTION BETWEEN DISSIMILAR PIPE METALS. E. FLASHING AND VENT STACKS: ALL VENTS EXTENDING THROUGH THE ROOF SHALL BE PROVIDED WITH FOUR POUND SHEET LEAD FLASHING EXTENDING UPWARD AROUND THE PIPE AND TURNED DOWN INSIDE THE PIPE OR AS OTHERWISE SHOWN ON THE DRAWINGS. THE ROOF FLASHING SHALL 8EINSTALLED oYLICENSED ROOFING CONTRACTOR. F. ESCUTCHEONS AND SLEEVES, WHERE PIPES PIERCE EXPOSED PARTITIONS, FLOORS, WALL, OR CEILINGS, PROVIDE CHROME PLATED ESCUTCHEONS TOCOVER THE RAW EDGE. G. SLEEVES SHALL BE PROVIDED A ALL PIPE PENETRATIONS OF MASONRY AND CONCRETE WALLS AND FLOORS. H. PROVIDE UL LISTED FIRE STOPPING PIPE PENETRATION ASSEMBLIES AT ALL PIPING THROUGH RATED WALLS AND ASSEMBLIES. PART EXECUTION 3.01 INSTALLATION A. INSTALL PIPE ABOVE GROUND PLUMB AND SQUARE WITH BUILDING LINES, ADEQUATELY SUPPORTED WITHOUT SAGS OR HIGH POINTS. CONCEAL PIPING IN OCCUPIED AREAS AND MAINTAIN HEAD ROOM AND ACCESS SPACE IN UNFINISHED AREAS. SLEEVE PIPING THROUGH ALL WALLS, SLABS, OR PARTITIONS WITH ESCUTCHEONS AT ALL FINISHED SURFACE. PROVIDE UNIONS AT ALL FINAL CONNECTIONS AND STOPS ON ALL SUPPLIES. ALL PIPE OPENINGS SHALL BsPLUGGED DURING INSTALLATION. B. SANITARY DRAINAGE PIPING 3^&LARGER SHALL BEINSTALLED WITH A MINIMUM 108"PER FOOT SLOPE UNLESS NOTED OTHERWISE. ALL DRAINAGE PIPING z-1crAND SMALLER SHALL 8E INSTALLED WITH A MINIMUM OF1*4"PITCH PER FOOT. C. ALL FIXTURES AND TRIM FOR HANDICAPPED SHALL osINSTALLED |wCOMPLIANCE WITH 2O14 FLORIDA ACCEGG|BL|TYCODE FOR BUILDING CONSTRUCTION. D. INSTALL ALL PIPING TOALLOW FOR EXPANSION E. SEE RISER DIAGRAMS FOR ALL DRAINAGE & VENT PIPE SIZING FOR THE PLUMBING SYSTEMS. REFER TO PLUMBING FLOOR PLAN (WATER SYSTEM) & SCHEDULES FOR ALL WATER PIPING SYSTEM SIZING. F. ALL EXPOSED TOVIEW PIPING AND FITTINGS SHALL BsPOLISHED CHROME FINISH. G. ALL WORK ASSOCIATED WITH HANDICAPPED TOILETS SHALL COMPLY WITH AoxREQUIREMENTS AND FLORIDA BUILDING CODE, H. FINAL CONNECTIONS T0DRAINAGE AND WATER SERVICE LINES nOEXISTING ORNEW AT 5-0" FROM THE BUILDING WALLS SHALL BE BY THE PLUMBING CONTRACTOR. 3.02 DISINFECTING OFPOTABLE WATER SYSTEM A. THE SYSTEM SHALL BEFILLED WITH ASOLUTION CONTAINING 5UPARTS PER MILLION OF AVAILABLE CHLORINE AND ALL ALLOWED TOSTAND 24HOURS BEFORE FLUSHING AND RETURNING TO SERVICE. DISINFECTION PROCEDURE AND RESULT SHALL BE SUBJECT TO THE APPROVAL OFTHE LOCAL PLUMBING INSPECTOR. 3,03 TEST A. ALL PLUMBING SYSTEMS SHALL BE TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE PLUMBING. ALL TESTS SHALL BE APPROVED BY THE LOCAL PLUMBING INSPECTOR AND SHALL BE OBSERVED BY A REPRESENTATIVE OF THE ARCHITECT. 3.04 SYSTEM IDENTIFICATION A. THE PLUMBING CONTRACTOR SHALL PROVIDE IDENTIFICATION TAGS FOR ALL NEW PIPING AND VALVES IN THE BUILDING AS PER OWNER ACCEPTED STANDARDS, THE PIPE MARKS SHALL INCLUDE PIPING SYSTEM IDENTIFICATION AND DIRECTIONS OFFLOW. EVERY 10FEET AND CHANGED OFDIRECTION. 3.05 SPECIFICATIONS AND DRAWINGS A. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL COMPLETE SANITARY, STORM, AND DOMESTIC WATER PIPING SYSTEMS: INCLUDING ALL ASSOCIATED DEVICES, EQUIPMENT, CONTROLS, AND CONNECTIONS TO NEW SERVICES, SUPPORTS, AND HARDWARE REQUIRED FOR THE SATISFACTORY OPERATIONS OF THE SYSTEMS, WHETHER SPECIFICALLY SHOWN OR NOT ONTHE DRAWINGS. B. THE PLANS SHOW THE LOCATION OF ALL FIXTURES AND EQUIPMENT AND ARE INTENDED TO DEPICT THE GENERAL INTENT 0FTHE WORK |wSCOPE, LAYOUT, AND QUALITY OF WORKMANSHIP, THEY ARE NOT INTENDED TOSHOW |wMINUTE DETAIL EVERY AND ALL ACCESSORIES INTENDED FOR THE PURPOSE OF EXECUTION OF THE WORK, BUT IT SHALL BE UNDERSTOOD THAT SUCH DETAILS WILL 8EPART VrTHIS WORK. C. WHERE DRAWINGS AND SPECIFICATIONS CONFLICT, IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TDBRING SUCH CONFLICT T0THE ATTENTION OFTHE ENGINEER FOR CLARIFICATION. D. REFER TO ARCHITECTURAL DRAWINGS AND VERIFY FIELD CONDITION FOR EXACT LOCATION OF ALL PLUMBING FIXTURES. E. CONTRACTOR SHALL KEEP xRECORD OFTHE LOCATIONS OrALL CONCEALED WORK AND UPON COMPLETION OF THE JOB, SHALL SUPPLY AS -BUILT DRAWINGS SHOWING IN COLORED PENCIL ON BLACK LINE PRINTS ANY DEVIATION FORM THE ORIGINAL DRAWINGS. THESE DRAWINGS SHALL INDICATE DIMENSION DFBURIED UTILITY LINES FROM BUILDING WALLS. F. ALL DOCUMENTS, TEST REPORTS, &AS -BUILT DRAWINGS SHALL BE ATTACHED TO THE CLOSING DOCUMENTS OFTHE PROJECT. 3.08 WARRANTY A. THE PLUMBING CONTRACTOR SHALL WARRANT HIS WORK TOBEFREE FROM DEFECTS |N MATERIALS AND WORKMANSHIP FOR APERIOD OFONE YEAR FORM FINAL ACCEPTANCE OF ALL WORK. 3.07COORDINAT0w A. GENERAL CONTRACTOR SHALL PROVIDE SHOP DRAWING COORDINATING ALL TRADES AND EXISTING OBSTACLES PRIOR TOSTARTING CONSTRUCTION. B. VERIFY LOCATIONS, SIZES, AND INVERT ELEVATIONS OF SANITARY DRAIN, AND DOMESTIC WATER PIPING CONNECTIONS WITH FIELD CONDITIONS AND CIVIL ENGINEERING DRAWINGS PRIOR TOPROCEEDING WITH THE INSTALLATION OFANY NEW WORK. SHALL ANY DISCREPANCIES oEDISCOVERED CONTRACTORS SHOULD OBTAIN DIRECTION FROM THE ENGINEER BEFORE PROCEEDING. C. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR WALL AND PARTITION CONSTRUCTION AND THICKNESS WHERE PLUMBING PIPING, FIXTURES CARRIERS OR EQUIPMENT IS INDICATED. BEFORE STARTING CONSTRUCTION. IDENTIFY ANY CONFLICT PRIOR TOSTARTING CONSTRUCTION. D. COORDINATE EXACT LOCATION, ELEVATIONS, AND SIZES OF ALL SLEEVES IN NEW STRUCTURE WITH STRUCTURAL AND ARCHITECTURAL DRAWINGS AND FIELD CONDITIONS. 3D8PERM|T8 A. PLUMBING CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS xTHIS EXPENSE. B. THE PLUMBING CONTRACTOR SHALL VERIFY THESE DRAWINGS WITH EXISTING FIELD CONDITIONS AND SHALL COORDINATE WITH CIVIL ENGINEER LOCATIONS AND ELEVATIONS OF PLUMBING SERVICE LINES BEFORE PROCEEDING WITH CONSTRUCTION. THE WATER AND SEWER SERVICE LINES SHOWN ON THE DRAWINGS ARE FOR REFERENCE AND BUILDING PERMIT ONLY. REFER TO CIVIL ENGINEERS DRAWING AND VERIFY FIELD CONDITIONS FOR DRAINAGE AND WATER SERVICE LINES LAYOUT AND DETAILS, C. THE CONTRACTOR SHALL NOTIFY THE ARCH ITECT/Ew8|mEERIMMEDIATELY |F ANY OFTHE WORK INDICATED IN THE CONTRACT DOCUMENTS CANNOT BE PERFORMED DUE TO EXISTING FIELD CONDITIONS. D. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL COMPLETE SANITARY AND DOMESTIC WATER PIPING SYSTEMS: INCLUDING ALL ASSOCIATED DEVICES, EQUIPMENT, CONTROLS, AND CONNECTIONS TO EXISTING SERVICES, SUPPORTS, AND HARDWARE REQUIRED FOR THE SATISFACTORY OPERATION OFTHE SYSTEMS. E. PLUMBING CONTRACTOR SHALL PROVIDE ROUTING AND OFFSETS NECESSARY T0AVOID CONFLICT WITH STRUCTURE, FINISHES, AND WORK 0FOTHER TRADES. F. WALL AND PARTITION CONSTRUCTION AND THICKNESS FOR PLUMBING PIPING OR EQUIPMENT IS INDICATED SHALL BEAGPER EQUIPMENT MANUFACTURERS SHOP DRAWINGS AND ANY CONFLICT SHALL BEIDENTIFIED PRIOR TOSTARING CONSTRUCTION. G. COORDINATE EXACT LOCATION, SIZE, AND ELEVATIONS OFPIPE SLEEVES |wEXISTING STRUCTURE WITH STRUCTURAL ENGINEER. H. THE LOCATION AND ELEVATION OF PLUMBING PIPING AT CEILING, WALLS, AND BELOW SLAB FOR OWNER FURNISHED, CONTRACTOR INSTALLED EQUIPMENT |8SHOWN ASPER EQUIPMENT DATA SHEETS. THE CONTRACTOR SHALL PROVIDE PLUMBING ROUGH -INS AS PER OWNERS PROVIDED FINAL. RECORD DRAWINGS: 03'/8-18 THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED ONINFORMATION PROVIDED BYOTHERS. THE CONSULTANT SHALL NOT BEHELD RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY HAVE BEINCORPORATED ASARESULT OFERRONEOUS INFORMATION PROVIDED BYOTHERS. PLUMBING FIXTURE SCHEDULE MARK FIXTURE WASTE COLD HOT VENT MANUFACTURER - MODEL # DESCRIPTION WATER WATER FULLY EXPOSED TWO LEVEL BASINS, 18 GAUGE, STAINLESS STEEL WITH SATIN FINISH OF WATER FOUNTAIN 2- 2" 1/2 AND HIGH SHINE OUTER EDGE. AS PER MANUFACTURES SPECIFICATIONS PROVIDE GALVANIZED STEEL REMOTE WATER COOLER, CAPACITY- 10 GPH @ 50-, REMOTE ELECTRIC WATER ELKAY-#ER101Y REFRIGERANT: R1 34A WTH STAINLESS STEEL GRILL. IN -HERMETICALLY SEALED, CHILLER RECIPROCATING TYPE, 11 5V, 60HZ, 46OWSINGLE PHASE, NON -FILTERED. INSTALL IN 'CEILING ABOVE FOUNTAINS. WATER CLOSET FOR HfC, FLOOR MOUNTED, 1.0 GPF, PRESSURE ASSIST FLUSH, VITREOUS CHINA 2-1/4" TANK TYPE FLOOR KOHLER "HIGHLINE" ';GLAZED TRAPWAY, 12" ROUGH ELONGATED, 17-118- HIGH BOWL, SIPHON JET, WATER SAVIER. SEAT: OLSONITE, #10 HEAVY DUTY, OPEN FRONT, LESS COVER. (NOTE 1) LEFT SIDE TRIP LEVIER WATER CLOSET FOR H/C, FLOOR MOUNTED, 1.0 GPF, PRESSURE ASSIST FLUSH, VITREOUS CHINA 2-1/4" TANK TYPE FLOOR MOUNTED KOHLER "HIGHLINE" *K -351 9-RA i GLAZED TRAPWAY, 12" ROUGH ELONGATED, 17-1/8- HIGH BOWL, SIPHON JET, WATER i SAVER. SEAT: OLSONITE # 10 H EAVY ID UTY, OPEN FRONT, L ESS COVER. (N OTE 1) RIGHT SIDE TRIP LEVER VITREOUS CHINA22X 18", WALL MOUNTED, WCONGEALED ARM CARRIERS i SUPPORTED FROM FLOOR (WITHSTANDING 250# OF LQAD APPLIED ON THE FRONT OF LAVATORY WALL 1HE FIXTURE), W SINGLE FAUCET HOLE & FRONT OVERFLOW, W1 WHITE K-2057 'BATHROOM KOHLER -#K-16027-4-CP SINK SHROUD. 'ZU RN - #Z1 224 FAUCET W/LEVER HANDLE, 1.5 GPM, VANDAL RESISTANT FLOW DEVICES FOR 4 FAUCET HOLES, ADJUSTABLE HOT LIMIT SAFETY STOP. (NOTES 1,2 & 3) OR BACKING STUD REINFORCEMENT. COUNTER -TOP TYPE, 5" DEEP SINGLE CONIPARTMIENT, SELF RIMMING WTH COATED UNDERSIDE, 31 X21- WTH 6" HEIGHT FOR H/C, 16 GALIGE, 316 STAINLESS STEEL, WTH DROPPED LEDGE & RAISED FAUCET DECK. THREE HOLE CENTERED-R. GHT SCS COMPARTMENT SINK 2" 2" 1/2' 1/2" i#SL-ADA,2131-A-GR CENTER REAR DRAIN OPENING. SINGLE LEVER HIGH ARC FAUCET WTH 1.5 GPM LAMNAR FLOW, CP SUPPLY TOPS 4 ESCUTCHEONS. 1-1/2" P\oC TRAP WfGLEANOUT PLUG. (NOTES 1, 2 &3) !ZURN:#Z1996-24 24'W4700" FLOOR MOUNT MOP SINK, MOLDED FIBERGLASS, W/ STAINLESS STEEL FAUCET: #Z1996-SF DRAIN (SD) & STRAINER. B_ GUARD: #BS FAUCET SHALL BE POLISHED CHROME FINISH WITH WRIST BLADES INTEGRAL iHOSE:#HH STOPS, ADJUSTABLE WALL BRACKET, 3/4" HOSE THREAD ON SPOUT, AND iNTEGR AL MOP HANGER: #MH !VACUUM BREAKER. W. GUARDS: WG 1. SINKS& WATER CLOSET SUPPLY SHALL BE BRASS WTH BRASS ANGLE STOPS FOR 1/2" WATER SUPPLY LINES, WTH LOOSE KEY (WITH CAP), AND WALL FLANGE -ALL COMPONENTS SHALL BE POLISHED CHROME FINISH. MANUFACTIJRER: E.B-C., INC. OR APPROVED EQUAL. 2, CAST BODY"P"TRAP 1-1/2"XI-1/2" WITH HEAVY CAST J-BEND & FLAT CLEAROUT PLUG, SLIP NUTS AND WPLL FLANGE. ALL COMPONENTS SHALL BE POLISHED CHROME FINISH. MANUFACTURER: E.B.C.,INC. OR APPROVED ALL PLUMBING FIXTURES &TRIMSHALL BE APPROVED BYTHE OVIVNER BEFORE FINAL ORDER IS MADE - SPECIALTIES SCHEDULE MARK DESCMPTIONILOCATION MANUFACURIER MODEL NUM. DESCRIPTION GPM. SET TO TEMPERHOT WATER TO 110' F 112"-1 ", MATCH PIPE SIZE SHOWN ON PLAN. PROVIDE WATTS "CS'CHECK STOP LMMV 4 ISOLAMN STRAINER ON HOT AND COLD WATER INLET. VENT THROUGH ROOF �WALL CLEAN OUTTEE TO MATCH PIPE MATERIAL. PROVIDE GAS AND WATER TIGHT ABS OR PVC PLUG AND ROUND, SMOOTH �STAINLESS STEEL WALL ACCESS COVER WTH STAINLESS STEEL SCREW SPECIALTY !PLASTIC ICE MAKER, VALVE BOX 318" COLD WATER OUTLET, 6-13/16"X 4-7/8" DIMENSION. WTH WATER HAMMER ARRESTOR. LEAD i PRODUCTS 'FREE. SA WATER HAMMER ARRESTOR ZUR-N Z-1700SHOKTROL 3/4' SIZE FD i FLOOR DRAIN SIOUXCHIEF #832 IBOTTOMOUTLET, PVC BODY, CLAMPING COLLAR, 6" SQUARE NICKEL STRAINER, WTrRAP PRIMER CONNECTION VIR VACUUM RELIEF VALVE WATTS N36-Mi �ALL BRASS BODY(INSTALL AMNIMUMOF 6"ABOVE WATER HEATER) ZURN HEAVYDUTY ADJUSTABLE FLOOR CLEAN OUT. CAST IRON BODY WITH ROUND ADJUSTABLE POLISHED BRONZE TOP SET TOP LEVEL TO FINISHED FLOOR. �WATIER SAVER TRAP PRIMER, I -It2- CHROME PLATED, POLISHED CAST BRASS TRAP AND WASTE ARMWTH CLEANOUT. PROVIDE TIP TRAP PRIMER PPIP LTP-1500 IFIXTURE SHALL BE PEXW­IERE BURIED, COPPER WHERE HUNG. TRAP PRIMER IS IN COMPLIANCE WTH THE FPC 1002A AND HAS 'BEEN TESTED AND MEETS REQUIERMIENTS, OF THE ASSE STANDARD FORM 1044- 18-3/8" FLOOR DRAIN WTH 4" DIAMETER FUNNEL, DURA-COATED CAST IRON BODY, ADJUSTABLE COLLAR WTH SEEPAGE SLOTS. �PRINLARYROOF DRAIN, COATED CAST IRON WITH UNDER DECK CLAMP, STATIC EXTENTION, INTERNAL MEMIBRANE FLASHING RD-P2 ROOF DRAIN PRIMARY ZURN iPRIMARYROOF DRAIN, COATED CAST IRON WTH UNDER DECK CLAMP, STATIC EXTENTION, INTERNAL MEMBRANE FLASHING CLAMP/GRAVEL GUARD, 6-3W HIGH DONE, SEE PLAN FOR PIPE SIZE ;,SECONDARYROOF DRAIN, COATED CAST IRON WITH UNDER DECK CLAMP, STATIC EXTENTION, INTERNAL MEMBRANE FLASHING CLAMIP/GRAVEL GUARD, 6-3/4" HIGH DOME, SEE PLAN FOR PIPE SIZE SECONDARY ROOF DRAIN, COATED CAST IRON WTH UNDER DECK CLAMP, STATIC EXTENTION, INTERNAL MEMBRANE FLASHING 'CLAMP/GRAVEL GUARD, 6-3/4" HIGH DONE, INCLUDES 2" WATER DAM. SEE PLAN FOR PIPE SIZE RD-C ROOF DRAIN CANOPY i J.R. SMITH 16BOT CANOPY ROOF DRAIN, W SIDE OUTLET WTH FLASHING CLAMPAIND SUMP RECEIVER, SEE PLAN FOR PIPE SIZE. as— DOVVNSPOUT ZURIN Z199 ALL NICKEL BODY, OPTIONAL THREADED OR NO HUB INLET AND DECORATIVE FACE- 18"ABOVE FINISH GRADE. EXT EMOR WALL HYDRANT, SELF ]DRAINING, COLD CLIMATE FREEZE -PROOF INTEGRAL BACK FLOWPREVENTER, WTH ANTI- SIPHON VANDAL RESISTANT BRONZE CASING, PARTS & FACE PLATE. 3/4- FEMALE OR 11- MALE CONNECTION. CID CONDENSATE DRAIN PLASTIC ODDIT IES PB\o2330 PVC CONSTRUCTION, REMOVABLE FLOATING BALL TYPE BACK FLOWDEVICE. SEE DETAIL. iZURN HEAVY DUTY CLEANIOUT, CAST IRON BODYWITH ROUND HEAVYDUTYSCORIATED TOP WTH LIFTING DEVICE, VANDAL 1PROOF SCREWS SET TO TOP LEVEL TO FINISHED GRADE. ELECTRIC WATER HEATER SCHEDULE 2 1 7. ~~ 1 MARK MAKE & MODEL# i TYPE MAX.PRESS. MAX. OPERA71NG TEMP. �TANKVOLUMEAIR PRE -CHARGE CONNECTION SIZE TANK SIZE NOTES |�- PLUMBING LEGEND DESCRIPTION SYMBOLS NEW SANITARY PIPING NEWVENTPIPING NEW COLDWATER PIPING NEW HOT WATER PIPING NEW STORM DRAIN PIPING EX. SANITARY PIPING SS_ EX. VENT PIPING —V EX. COLD WATER PIPING EX. HOT WATER PIPING EX. STORM DRAIN PIPING SD PIPING TO BE REMOVED Xxxxx"1111 BALL VALVE PLUMBING FIXTURES FURNISHED & INSTALLED BY PLUMBING CO NTRACTOR DESCRIPTION ABBREVIATIONS SANITARY DRAINAGE SYSTEM SS, W VENT PIPING COLD WATER SYSTEM CW INDIRECT DRA IN PIPING ID FINISHED FLOOR ELEVATION ELECTRICAL CONTRACTOR E.C. PLUMBING CONTRACTOR P.C. GENERAL CONTRACTOR GC. WASTESTACK W.S. INVERT ELEVATION 1. E. EXISTING EX. PU U UMBUNG SHEET INDEX P-0 PLUMBING SPECIFICATIONS P'11 PLUMBING PLAN: DOMESTIC WATER P'1.2 PLUMBING PLAN: GRAVITY DRAINAGE P'2 PLUMBING DETAILS &SCHEDULES uj o no � � cj : " � �� c _ — � �� u- .� : uj�� � os Cr ^. (0ID '°�o "o -~ i]LL � cn z� ------ � &� Sol� To� �� ° 2 cu �0 e .� 0 co w ro- w_ ' , m u' � � - �� .'/ � < lo o � u — 6 Ccn � LO 0? . �� - � ` � � �� � �� U) fn m 0 �g E: CO CO � E �� ^�� o< . p =� ca oLL U) w co [3 73 C) 0CD --- | m C�L� �� C�� � �-- L,- ' Ile C) . E [� � [7 C� = �� o � u- ` » _� +� ][ m 0 L�'< —i F_ ][ CD g-- [L 13 Ill o_ oo u | | | 1 2 3 ' THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA,INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. | | | | | | / | 4 5 O 7 � 9 1O 11 12 | PLUMBING SPECIFICATIONS SCALE: N.T.S sheet no. P-0 HI we FI EI m C m Q KEYED NOTES 1. DOMESTIC HOT WATER HEATER LOCATED ON PLATFORM ABOVE MOP BASIN. PLATFORM TO BE PRE-FAB HOLDRITE MODEL 50-SWHP-W. ROUTE 140° HW TO MSB. ROUTE 110° TW TO LAV AND SCS. SEE DETAIL ON P-3 FOR ALL ACCESSORIES. 2. 1" DOMESTIC WATER PIPING FROM BELOW FLOOR, BALL SHUT OFF VALVE, TO 3/4" WATER METER, 96"AFF, DWYER SERIES MODEL VVMT2, INSTALLED BY PC. 1" PIPING CONTINUES UP TO ABOVE CEILING. TO BE WIRED BY CONTROLS CONTRACTOR. 3. 1/2" COLD WATER LINE WITH EQUIPPED WITH A DUAL CHECK BACK FLOW VALVE, ASSE 1022 COMPLIANT, EQUAL TO WATTS SD3 CONNECTED TO VWB. EQUIPMENT CONNECTING TO WVB LOCATIONS PROVIDED BY OWNER. FINAL CONNECTION BY PC. COORDINATE EXACT MOUNTING HEIGHT AND LOCATION WITH ARCHITECT. LOCATE FILTER AS ACCESSIBLE ABOVE CEILING OR EXPOSED ALONG WALL WITHIN CASEWORK. WATER DEMAND FIXTURE GPM CITY Gp EACH EACH TOTA WC, TANK TYPE 1 2 2 LAVATORY 0.5 2 1 MOP SERVICE BASIN 5 1 5 SINGLE COMPARTMENT SINK 1.5 1 1.5 WALL HYDRANT 11 0.25 TOTAL GPM 9.75 PIPE SIZE REQUIRED PER FPC TABLE 604.10.1: 1" PIPE SIZE PROVIDED: 1" * MOP SERVICE BASIN AND HOSE BIBB ARE ASSUMED TO NOT BE USED SIMULTANEOUSLY. RECORD DRAWINGS: 03-19-18 THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE CONSULTANT SHALL NOT BE HELD RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY HAVE BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. 1 1 I 2 1 3 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. (D ----- ---- 0.1---------- 0------ -- @) ----------- CONNECT NEW 1" C SITE DOMESTIC WA SEE CIVIL DRAWINC 2.8 2.9 &-------- H i 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 PLUMBING PLAN: DOMESTIC WATER SCALE: 1/4" = 1'—O" M lll 0 oa U o co rn O ^ y (0 a Ld O a Z C LL _C Q U 3 C m o� L N no 2 N L.0 � � . � a O � w E to 0 ID E_ C rL c� o C Q I " -� N }I U N r � 2�2 O C U r U •��, O o• oZ C 00 Q Lu W � m m U C W a ao o0 0 LQ -0) a, 'O OT LO U 'D O 00 900 co � co w s a 0 0) U cy) N N ItT rt� LO ^ 0 Q(\ Q- o ' V n0011 Vi v� ' COco L '-coo a W M O L C LO UY ■ � � (9 f9 m 7 E W co ' N a) L—� @ a� L *-a d +° U Ucc �a L T Jc '+^' VJ LL O ' \ _N 0� L Q m mA O O 'E 1�0 O O CD O m O �- L LJ E U_ o .o 0 o ck�Q p t ^ Q E 0 m V / J 0 U O +� = m vS U) ry - rF c— n cy) 2 L L-I W C/-) rJ 000 r- N sheet no. p-1o1 Ill G F I:i C 0 1� n NO I rn A 0 0 N N _O Q _ 4" 683 SQFT CONNECT TO SITE STORM WATER BELOW GRADE. SEE CIVIL DRAWINGS 2 PLUMBING PARTIAL PLAN: DRIVE-THR SCALE: IA"= l'-0" i PENT I IVENT `�' �i�'VTR 'll LENT RECORD DRAWINGS: 03-19-18 THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE CONSULTANT SHALL NOT BE HELD RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY HAVE BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. 4" CONNECT TO SITE GCO SANITARY SEWER BELOW A. 2-WAY GRADE. SEE CIVIL PLANS I I I I ( I I ( I I I I I I I I I I I I 0�-------- - — - — - — - --- -- 611, 3617 SQFT I CONNECT TO SITE STORM SEWER I I BELOW GRADE. SEE CIVIL PLA I I rl'S 1 1 1 i I I I I I I I 3" CONDENS E (I BELOWSLAE O i I STORM GCO I - 2WAY i wCo ( I I I 1 I /DS0.1---------------- -------------------- --- -- -- �%� t}-----.------_ _- _ _ _® _ _-_-_- _ _-_ _- - -_- -_------_ _ -_ _ ( I I I I I I ` i I WC-R WC-L COORDINATE STUD FURR-OUT 2 F� I F D 6" i 1 / 1 I I I I I I I I TP TP �v I i — --- - - - - ----- -- --- ! -- — - - ------------- I-- ------- -------- —� ---- 1 �— wF — — ------------------- RD-S i I 1 I I 1767 SQFT ROUTE STORM PIPING RD-P _ BELOW BEAM. 1767 SQFT j ROUTE STORM PIPING — --- ---- UP BETWEEN JOISTS. —-- ----- 2.3 ----- —-----------XFCO--MSBG9 --- OORDINATE VVITHI-------------------AY MECHANICAL 11 NMR i CONTRACTOR. 6 2" VENT UP TO 2 VTR COORDINATE VTR LOCATION WITH MECHANICAL CONTRACTOR. I SHALL HAVE 10'-0" MIN DISTANCE FROM OUTSIDE AIR INTAKE. I I 2.8-------------- - ------------- ( I 2.9 -- ------ -- I --------------- --- TP STORM PIPING HAS BEEN SIZ D ACC RDING TO FLORIDA PLUMBING CODE 2014, TABUS 1106.2(1) I & 1106.3 AT A RAINFALL RATE'OF 67H UR. EXCEPT WHERE NOTED OTH4RWISE, HORIZONTAL i I PORTION AS SHALL BE SLOP D AT 1/8' PER FOOT. / I I i - -- -- RD-S - RD-P---—-—-—-—---I--I---------------- - - �--- 1850 SQFT 1850 SQFT I I --------------- -T-F (9) m PLUMBING PLAN: GRA SCALE: 1/4" = T-0" N] 3" RD-C --------------------------- 2-WAY 1 3",I 134 SQFT CANOPY DRAIN -BC NNECT TO SITE STORM SEWER LOW GRADE. SEE CIVIL PLANS I M uj C U r O o CO N E i O E o O N L Z cc C r., l Q U o L �3 o d L R o Rl '� m U � a O� � 0 pp E W in � o E 0?� ME 1 J O U �a N d r O � � r -0 0* U o oZ U * w� ` N d O � Q C a w�' I, ao c Wt� y EO L a Qm o o ,n �2U -v o CO 3 00 C L!' o ■ cp C4o0M /.. rn r 19 1 4 rLao,o CO IQU n 1 Vi / 00 M =� � o m nL W M C"7 0 O p `p U C (V co 00 W 1=C�, m 1 L 06 Q Q a� U cv r i ` ■� T � O 0 CD .E N) 0 0 � I c� 0 m 0 w E E U = o CD< y Cn E U m O 0 +, = m J � J J 00 C/D N r- N 1 1 1 2 1 3 4 5 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. 6 ' 7 ' 8 19 PLUMBING PLAN: GRAVITY DRAINAGE sheet no. P-1.2 I 1 GI FI ©1 oI C 0 E a I rn A v 0 N INSULATED CONDENSATE PIPE BY MECHANICAL CONTRACTOR TO PIPE INSULATION INDIRECT DRAIN 4x2 REDUCER FOR RECEPTION OF INDIRECT CONDENSATE CONNECT TO TEES AS REQUIRED SECURE TO PARTITION 18" ABOVE WASTE OR VENT RISER FINISH FLOOR PIPING TO LAVATORY OR SINK MAY FLOATING BALL TYPE BACK WATER 1" INVERTED 1-1/2" NPT INSIDE ° """"' EXTEND AS VALVE ABOVE TRAP WEIR TRAP BELOW THREADS A WASTE ,,,,,,,,, ACCESS OR VENT (SEE SCHEDULE) FLOOD LEVEL FIRE -RETARDANT INSERT FOR 1/2" COPPER PIPE TAILPIECE COVER AND TEST TEE I FRAME 3" & 2" CLEANOUT RIM OF RECEPTOR TEES WITH PLUGS O OD TUBING I CHROME THREADED SLIP JOINT WALL WALL COVER GALVANIZED BRACKET GALVANIZEDNGS R C THREADED PLUGGED CLEANOUT -Mill... FINISHED TEE WITH W/OPE® PLUG WALL CLEANOUT EERGEN AND 8" CENTERS SURFACE OVERFLOWEMERGENCY DRAIN MC STAINLESS STEEL BAND SLIDE JOINT SERVICE BASIN ATTACHED TO WASTE RISER 2" P-TRAP (EQUAL TO HOLDRITE #110) I BALANCE OF PIPING SAME AS NO -HUB WITH ACCESS COVER PER SPECIFICATION C.O. 3" CONDENSATE BELOW FINISH FLOOR TO STORM SYSTEM. SLOPE 1/8" PER FOOT MIN. 0 WATER PIPING SUPPORTS DETAIL O P-TRAP DETAIL O WALL CLEANOUT DETAIL O CD CONDENSATE DRAIN DETAIL 1=0 NOT TO SCALE NOT TO SCALE NOT TO SCALE SCALE TOP -OF - r r 11 r HEAT TRAP = TOP -BEAM TRUSSES 1I ASME T&P RELIEF VR VACUUM BREAKER — = - C-CLAMP - C-CLAMP ^ ----------- I -I r -� SETSCREWS VALVE - DIELECTRIC UNIONS SHUT-OFF CHECK VALVE VALVE ' I I L 1/2" HOT(TYPICAL) 3/ ' WrDEV 14 of WATE( 0 ) ��T-- -- --KING TO MOP SINK I I-BEAMSTEELTRUSSES TUBULAR IUPRIGHTS STEEL PPE VARIESICE do EXT SEE ARCH. A.T.R. DWGS. I I LEVELING SCREWS I �,v CO�- I� TMV A.T.R. j L FINISHED WALL SET SCREWS �iW - DISCONNECT SWITCH ELECTRICAL TIE RODS BY EWH LTJ SUBCONTRACTOR _ SWIVEL RING FINISHED FLOOR 3/4" TEMPERED _ SWIVEL RIN 2 " WATER (110°F) TO LAVS & SINK 3/4"CW CWaI- 1 G-_ L - SAFETY ALUMINUM, - 4 NOTE: CARRIER WITH CONCEALED ARMS TO 2EEPN: PLATFORM WITH INTEGRAL SERVICE MOUNTING BE RATED FOR 250 LBS. OF LOAD APPLIED DRAIN PAN, EQUAL TOHOLDRITE DRAINVALVE ` HEIGHT:80"AFF 3/4"COPPER Y&P NOTES: TO THE FRONT EDGE OF THE FIXTURE. MODEL 50-SWHP-W. RELIEF AND 1" PVC PAN 1. ALL HANGERS TO COMPLY WITH 2O14 FLORIDA PLUMBING CODE. COORDINATE STUD FRAMING DRAIN DOWN TO 2. DISTANCE BETWEEN HANGERS SHALL BE AS PER 2014 FPC TABLE 308.5 REQUIREMENTS ACCORDING TO SERVICE BASIN BELOW. 3. PIPE SCHEDULE AS PER SPECIFICATION. MANUFACTURER'S LITERATURE. O ELECTRIC WATER HEATER DETAIL O HANGER & PIPE SUPPORT DETAIL O LAVATORY CARRIER DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE a) O 0_ 1 12 3 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION, ALL RIGHTS RESERVED. RECORD DRAWINGS: 03-19-18 THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE CONSULTANT SHALL NOT BE HELD RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY HAVE BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. 4 1 5 1 6 1 7 1 8 ' 9 1 10 ' 11 PLUMBING DETAILS & 12 ' SCHEDULES SCALE: N.T.S M Lll Q m to O (O 0 0 c o rN O a u m C Z c 5 (d Q O O Lur Om � UJ\ oo . E W E '10 <Me EQ < U J O ti a U cb m� � co,c co U d 6 c L c N Q � �m Tj o N 11 l a- E N .O n� 0 of Q m u"! a � O cn U 0 000 3 °Q w o °- U � M Cn .. CO 00 M 0) N N Cr r , rnL0o r" U 00 , w` M t I Q i /'i v� A ' M 2) L m� � V/ M '` - M p cp [L- .2 :a Q U C ■ co W L ^+ E E�_�, W � N U a 06 a� } J C/) 2 a> 4-J U w >c Q c� ``0 �� U04 r L Jc�qt(0LL O r , _N L CO Q O O O O Q0 0 m 0 Q W E E U 0 FT O Q '^ Q E U m V / J O Q LZ —J n00 rn i C/) N r- N sheet no. P-2 H It F 3 0 z w^ V UJ J Q E U L,j I Lli O 1 Ld m rn c 3 _ v 0 U N L C 3 ° D 0 0 U a) ry Ln I n O I 0 N / v 7 In / U C L a N N N H C I r) N O M O m O B I O N t a n SYMBOL DESCRIPTION ,0 2/60A 3R NF DISCONNECT SWITCH, NON -FUSIBLE 3 POLE, 60 AMP, NF = NON -FUSED, 3R = NEMA 3R ENCLOSURE 101 2/60A 3R F: 50A DISCONNECT SWITCH, FUSIBLE 3 POLE, 60 AMP, FUSED AT 50 AMPS, 3R = NEMA 3R ENCLOSURE '® 3P/60A 3R NEMA X COMBINATION STARTER / DISCONNECT SWITCH, FUSIBLE 3 POLE, 60 AMP, NEMA X SIZE, 3R = NEMA 3R ENCLOSURE ® MAGNETIC MOTOR STARTER 'O ENCLOSED CIRCUIT BREAKER, AS INDICATED PAN ELBOARD, 480 / 277V = PAN ELBOARD, 208 / 120V ® MANHOLE HH HAND HOLE SPD SURGE PROTECTION DEVICE 15 ELECTRICAL METER Tx TRANSFORMER HP MOTOR CONNECTION, HP: DENOTES HORSEPOWER RATING EF EXHAUSTFAN �a GROUND BUS BAR PUSHBUTTON 3/4" PLYWOOD TELEPHONE BACKBOARD CONCRETE ENCASED DUCTBANK HOMERUN TO PANEL INDICATED (CONCEALED) NUMBER OF ARROWS INDICATE NUMBER OF CIRCUITS WIRE IN CONDUIT CONCEALED, #12 AWG SIZE WIRE IN 1/2" CONDUIT MINIMUM UNLESS OTHERWISE NOTED WIRE IN CONDUIT CONCEALED BELOW SLAB OR GRADE WIRE IN CONDUIT CONCEALED, #12 AWG SIZE WIRE IN 1/2" CONDUIT MINIMUM UNLESS OTHERWISE NOTED — CONDUIT EXPOSED FLEXIBLE CONDUIT O CONDUIT TURNING UP • CONDUIT TURNING DOWN C CONDUIT STUB SYMBOL DESCRIPTION $ A SINGLE POWER TOGGLE SWITCH (LETTER DENOTES FIXTURE CONTROLLED) $3 THREE-WAY TOGGLE SWITCH $4 FOUR-WAY TOGGLE SWITCH $M MOTOR SWITCH $F FAN SWITCH $3P THREE POSITION SELECTOR SWITCH $T TIMER SWITCH (60 MINUTES) $LV LOW VOLTAGE SWITCH $HOA HAND -OFF -AUTOMATIC SWITCH $K KEY SWITCH $wP SWITCH - WEATHERPROOF $0S WALL SWITCH OCCUPANCY SENSOR $DOS DUAL -LEVEL OCCUPANCY SENSOR SWITCH OS AREA OCCUPANCY SENSOR - CEILING MOUNTED OS AREA OCCUPANCY SENSOR - WALL MOUNTED PC PHOTOCELL LC LIGHTING CONTACTOR TC TIME CLOCK FIRE ALARM SYMBOL DESCRIPTION DH DOOR HOLDER SYMBOL DESCRIPTION `H' DUPLEX RECEPTACLE, 20 AMP, 120V U.O.N. T DUPLEX RECEPTACLE, 20 AMP, 120V U.O.N. MOUNTED AT 48" UNLESS NOTED OTHERWISE QUADRUPLEX RECEPTACLE, 20 AMP, 120V U.O.N. m QUADRUPLEX RECEPTACLE, 20 AMP, 120V U.O.N. MOUNTED AT 48" UNLESS NOTED OTHERWISE SINGLE RECEPTACLE, 20 AMP, 120V U.O.N. QI p m GFI - TYPE DUPLEX RECEPTACLE WP:DENOTES WEATHERPROOF COVER GFI - TYPE DOUBLE DUPLEX RECEPTACLE m L�J GFI - DUPLEX RECEPTACLE MOUNTED AT 48" UNLESS NOTED OTHERWISE m C� GFI - DOUBLE DUPLEX RECEPTACLE MOUNTED AT 48" UNLESS NOTED OTHERWISE SPECIAL PURPOSE RECEPTACLE (NEMA RATING AS INDICATED) QUADRUPLEX RECEPTACLE, TICK MARKS DENOTE EMERGENCY (TYPICAL ALL RECEPTACLES) DUPLEX RECEPTACLE - HALF SWITCHED DUPLEX RECEPTACLE - CEILING MOUNTED IG T DUPLEX RECEPTACLE WITH ISOLATED GROUND MIG QUADRUPLEX RECEPTACLE WITH ISOLATED GROUND DUPLEX RECEPTACLE - FLOOR MOUNTED FP POWER POLE QJ JUNCTION BOX - CEILING MOUNTED I JUNCTION BOX -WALL MOUNTED JUNCTION BOX - FLOOR / GROUND MOUNTED SYMBOL DESCRIPTION 2' X 4' LIGHT FIXTURE C=-- V X 4' LIGHT FIXTURE Cl 2' X 2' LIGHT o LIGHT FIXTURE LIGHT FIXTURE DOWN LIGHT EMERGENCY LIGHT O EXTERIOR DOWN LIGHTING ® EXIT SIGN PENDANT LIGHT FIXTURE PENDANT LIGHT FIXTURE SPEAKER C-L [STUCCO][ OR ][GYPSUM BOARD] CONTROL JOINT SECURITY CAMERAS; REFER TO SHEET NOTES TELECOMMUNICATION (RACEWAY ONLY SYMBOL DESCRIPTION v INFORMATION OUTLET I l INFORMATION OUTLET, FLOOR MOUNTED IN CATV OUTLET NJ TELEVISION OUTLET, FLOOR MOUNTED OS INTERCOM SPEAKER - CEILING MOUNTED Inc INTERCOM CALL STATION OM INTERCOM MICROPHONE ®M MICROPHONE - FLOOR MOUNTED QV INTERCOM VOLUME CONTROL ® INTERCOM HORN/SPEAKER AMP INTERCOM AMPLIFIER CODES AND STANDARDS NFPA 70: NATIONAL ELECTRICAL CODE (2011) NFPA 72: NATIONAL FIRE ALARM CODE (2010) NFPA 75: STANDARD FOR THE PROTECTION OF ELECTRONIC COMPUTER / DATA PROCESSING EQUIPMENT (2009) NFPA 90A: STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEMS (2012) NFPA 90B: STANDARD FOR THE INSTALLATION OF WARM AIR HEATING AND AIR CONDITIONING SYSTEMS (2012) NFPA 92: RECOMMENDED PRACTICE FOR SMOKE CONTROL SYSTEMS (2012) NFPA 101: LIFE SAFETY CODE (2012) NFPA 110: STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS (2010) 2014 EDT: FLORIDA BUILDING CODE GENERAL NOTES 1. #12 AWG NEUTRAL CONDUCTOR ALTHOUGH NOT INDICATED SHALL BE INCLUDED FOR EACH BRANCH CIRCUIT UNLESS OTHERWISE NOTED. 2. #12 AWG GREEN GROUND CONDUCTOR, ALTHOUGH NOT INDICATED SHALL BE INCLUDED IN EACH RACEWAY UNLESS OTHERWISE NOTED. 3. HOME RUNS TO PANEL BOARDS SHALL HAVE A MAXIMUM OF THREE (3) PHASE CONDUCTORS (ONE PER PHASE) PLUS DEDICATED NEUTRAL FOR EACH PHASE CONDUCTOR AND GROUND CONDUCTOR IN EACH CONDUIT. 4. ALL SYMBOLS SHOWN MAY NOT BE USED. 5. WITHIN 30 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED TO THE BUILDING OWNER, INCLUDING: • A SINGLE -LINE DIAGRAM OF THE BUILDING ELECTRICAL DISTRIBUTION SYSTEM. • FLOOR PLANS INDICATING LOCATION AND AREA SERVED FOR ALL DISTRIBUTION. 6. AN OPERATING MANUAL AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OWNER. THE MANUALS SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING: • SUBMITTAL DATA STATING EQUIPMENT RATING AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. • OPERATION MANUALS AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. • REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY IDENTIFIED. • NAMES AND ADDRESSES OF AT LEAST ONE QUALIFIED SERVICE AGENCY. 7. ELECTRICAL CONTRACTOR SHALL CONDUCT THE REQUIRED LIGHTING SYSTEM FUNCTIONALITY TESTING, AND PROVIDING THE REQUIRED FINAL DOCUMENTATION TO THE CODE OFFICIAL CERTIFYING THAT THE INSTALLED LIGHTING CONTROLS MEET THE PROVISIONS OF SECTION C405. 8. VOLTAGE DROP FOR FEEDERS AND BRANCH CIRCUITS HAVE BEEN INCLUDED IN THE DESIGN FOR THE ELECTRICAL SYSTEM AS REQUIRED PER FLORIDA ENERGY CONSERVATION CODE 405.7.3.1 AND 405.7.3.2. Sheet Number Sheet Title E-0 ELECTRICAL LEGEND E-2 ELECTRICAL SITE PLAN E-2A ELECTRICAL PHOTOMETRIC SITE PLAN E-3 LIGHTING PLAN E-4 POWER PLAN E-5 POWER RISER DIAGRAM AND SCHEDULES E-6 WIRING DIAGRAM E-7 ELECTRICAL DETAILS 2\ LUMINAIRE SCHEDULE,,.,, TYPE DESCRIPTION MANUFACTURER LAMP TYPE VOLTAGE LIGHT ART LA2 FIXTURE 10' ST-06 DIAMETER, 2'-2" DROP FROM ACT, LIGHT ART LA2 FIXTURE 10' DIAMETER INTEGRAL LED 120V MOUNTING: SURFACE EMERGENCY ONLY 4" DIAMETER LED LENSED DOWNLIGHT, COLOR 40{ WHITE, MOUNTING: RECESSED. EMl EXITRONIX - MODEL It NFDL1-WB-10L-WH-DR LED 1OW 120V ,.A FURNISHED WITH BATTERY BACKUP FOR EMERGENCY LIGHTING OPERATION, EMERGENCY ONLY DIE-CAST ALUMINUM LED WALL SCONCE, COLOR PLATINUM, MOUNTING: EM2 WALL. DUAL-LITE - MODEL # PG-P LED 3W 120V FURNISHED WITH BATTERY BACKUP FOR EMERGENCY LIGHTING OPERATION. X SINGLE/DOUBLE FACE EDGE -LIT DUAL LITE # LE -C -SINGLE OR DOUBLE R X N E I INTEGRAL LED 120V EXIT SIGN CREE INC, COLOR CLEAR, LDl MOUNTING: RECESSED, TEMP. CREE #KR6-9L-30K-10V WITH KR6T-SSGC-WF LED 13W 120V COLOR: 300OK. CREE INC, COLOR CLEAR, L01E MOUNTING: RECESSED, TEMP. CREE #KR6-9L-30K-10V-EB7 WITH KR6T-SSGC-WF LED 15W 120V -' COLOR: 3000K. CREE INC, COLOR WHITE, LD2 MOUNTING: RECESSED, TEMP. CREE #CR22-32L-30K-10V LED 32W 120V COLOR: 3000K. yY CREE INC, COLOR WHITE, LD2E MOUNTING: RECESSED, TEMP. CREE #CR22-32L-30K-lOV-EB14 LED 32W 120V COLOR: 3000K. 4' LINEAR LED RECESSED LENSED LD3A SELUX - M100-L1O-1A35-30-LW-SFl-TB-04-WH-12O-DM LED 24W 120V WALL WASH FIXTURE BEACON INC, COLOR WHITE, BEACON #CLO-24NB-55-3K-T5W-UNIV-RD-WHT LD4 MOUNTING: RECESSED, TEMP. NOTE: ALL DIMMABLE FIXTURES SHALL BE LED 55W 120V COLOR 3000K. 0-lOV I( LED SURFACE MOUNTED OUTDOOR LD5 CANOPY FIXTURE, COLOR: GRAY SMOOTH, LED MOUNTED SURFACE, BEACON #ORB-1BLED-60-3K-T5QN-UNV-BCG-BMD-GYS LED 60W 120/277V COLOR TEMP: 3000K. EUREKA, COLOR WHITE, (3) ARMS x LPl MOUNTING: PENDANT, TEMP. EUREKA#7470D-3-LED.21.30-120-DV-12-6-WH-CHR LED 21 W PER 120V COLOR 3000K. ARM. 3' LINEAR LED LUMENPULSE, LUMENPULSE#LOGi 120-36-DWWWW (LEFT OR RIGHT FEED) LT3 COLOR WHITE, MOUNTING: WAM2-WH-DMX/RDM-LTN-LOGiLCD (AS REQUIRED)-LOGUCD LED 69W 120V SURFACE, VOLTAGE 120/277V. (AS REQUIRED) 4' LINEAR LED LUMENPULSE, LUMENPULSE #LOGi-120-48-DWH-WW (LEFT OR RIGHT FEED) LT4 COLOR WHITE, MOUNTING: WAM2-WH-DMX/RDM-LTN-LOGiLCD (AS REQUIRED)-LOGiICD LED 69W 120V SURFACE, VOLTAGE 120/277V. (AS REQUIRED) COLUMBIA LIGHTING, MODEL LRO, SIZE 4', COLOR TEMP. 4000K, HIGH SL COLUMBIA LIGHTING #LRO-4-40-HL-E-U LED 63W 120/277V LUMEN OUTPUT,VOLTAGE UNIVERSAL, ' CONTECH, COLOR WHITE, T , 4 TL CONTECH #TLT-12V-3-3K N/A 120V _W� MOUNTING: SURFACE, 120V. CONTECH, COLOR WHITE, UC3 MOUNTING: SURFACE, , LED 1OW, CONTECH #LPL1-33-30K-P LED 1OW 120V 120 V. NOTES: 1. ALL DIMMABLE FIXTURES SHALL BE 0-10V TYPE DIMMING. 2. PROVIDE ALL CONNECTIONS, CABLES AND OTHER ACCESSORIES FOR A COMPLETE SYSTEM. ALL LIGHTING FIXTURES IN THE MARKETING WINDOW SHALL BE CONTROLLED BY THE LOAD CONTROL MODULE. 0 Z N O ow Co O c' M z \I ` , =z 0) U C c .7 � r rn .7CD ■■p■� V � o 6) L0o 00 A ■ co 00 W V/ °° It M L �0 /I \ M C @ [z c c _0 ■ CV CO LL cn 00 L /1 ♦ W E u 1= m � � L L U) O cn H cn a (p U L r/ a U72 T cli T L SO 't 0 U- O ' \ CV Q O O Cfl m `•J L � LLI LL_ o E C / o U m i cn n- o 1 _� = = M ry p S W ¢ LLJ C/) N N C O .Q U y a� 0 z 0 cn z O � N C!7 > z o UJ ::D O N of w of a � Z o o � w 0 U_ z "' o U m N M ZD cn cD r n COw Q v w U o cn L� M O rn M d O N N 1 1 2 13 4 5 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. 6 ' 7 0 N 10 111 ' ELECTRICAL 12 LEGEND SCALE: AS NOTED sheet no. E-0 RECORD DRAWING 03-16-2018 0 I: C F 3 z n W V/ .J Q � F E F-- U W J W N I W V) rn c 0 `o U N U) rn c 3 v D 0 L O U ry I 0 I 0 N In v E 3 VC L Q. N V) L c I N I N O CO 0 0 m O B I 0 N W GENERAL NOTES: 1. NO MULTI -WIRE BRANCH CIRCUITS ARE USED. EACH CIRCUIT IS TO HAVE SEPARATE INDIVIDUAL NEUTRAL. 2. WHERE CONDUIT ROUTING IS SHOWN, THE CONDUITS ARE SHOWN FOR DIAGRAMMATIC PURPOSES AND ARE NOT NECESSARILY REPRESENTATIVE OF EXACT PLACEMENT. KEY NOTES: 1. CIRCUITED VIA LEVITON LCM-30 FOR CONTROL OF EXTERIOR LIGHTING. REFER TO SHEET E-6 FOR DETAIL. 2. PROVIDE TWO (2) 4" CONDUIT WITH PULL STRING FOR TELEPHONE SERVICE TO BANK. SEE SHEET E-4 FOR VOICE / DATA ROOM LOCATION. COORDINATE ROUTING AND POINT OF TERMINATION WITH LOCAL TELEPHONE PROVIDER PRIOR TO CONSTRUCTION. 3. PROPOSED LOCATION OF UTILITY PAD MOUNTED TRANSFORMER. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH UTILITY COMPANY PRIOR TO CONSTRUCTION. 4. ELECTRICAL SERVICE CONDUIT AND CONDUCTOR ROUTING. SEE SHEET E-5 FOR ADDITIONAL INFORMATION. 5. PROVIDE ELECTRICAL CONNECTION TO BANK'S MONUMENT SIGN. PROVIDE ELECTRICAL DISCONNECT: 30/l/NF, 240V, NEMA 3R. COORDINATE WITH CIVIL AND ARCHITECTURAL DRAWINGS FOR EXACT LOCATION. WMlNAIRE. 5CHWULE -SITE TYPE DESCRIPTION MANUFACTURER LAMP TYPE VOLTAGE S1 SITE LIGHTING LED WITH CREE: LED UNV SINGLE HEAD WITH BACKLIGHT ARE-EDG-4MB-DA-16-E-UL-525-F SHIELD POLE CREE #PS5S27S, MOUNTED AT pw 30`-0"A. F. G. S2 SITE LIGHTING LED CREE: LED U'NV POLE CREE #PS5S27S, MOUNTED AT ARE-EDG-5M-DA-16-E-UL-525-F 30'-0"A. F. G. NOTES: 1. FINAL FIXTURE COLORS AND FINISHES SHALL BE SELECTED AND APPROVED BY OWNER/ARCHITECT. GROUND WIRE LUG F O M Q L �1N i� o #8 BARE COPPER GROUND WIRE Lu �CD S CT C� m APPROVED GROUND CLAMP — m J -1 � PIPE SLEEVE. PROVIDE TRAFFIC Q GRADE COVER. 5l8" W-0" COPPERWELD DRIVEN GROUND ROD ANCHOR BOLTS INSTALLED PER MANUFACTURER'S TEMPLATE 36" FINISHED GRADE —IIIIIIIII—III �IIIIIIIIII III;III;III;III RACEWAYS AS REQUIRED 24" PROVIDE SIGNED AND SEALED STRUCTURAL DRAWINGS FOR POLE BASE INDICATING COMPLIANCE WITH FLORIDA WIND LOAD REQUIREMENTS. POLE BASE DETAIL NOT TO SCALE ............ U ��:� w UN w Z mm� v Z _ O.LLJ OJjOX \\\ Z 0) U c Cco ■� 0) N N 0) ItT CO�',r O �rnU A ■ T V i °° c) cM � L CD W M 'C M O � c(0 [L O U C ■ _ CO W 6) � @ m W co � � L 06 L S V am � U o 04 r 15 C V LL 0 0 u _N 0� L < C° 6A O O CD m L � w � _U L� O C� CDo E m � � Tom_ cn = C� N N 0 0 .Q N N v cn z � o � N CL Of Of c o o L fl- F- o � U m U � � cn co m m 0 W W o cn L_ rn ao O (V 1 ' 2 ' 3 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. 4 5 0 7 8 19 10 ' 11 ELECTRICAL SITE 12 PLAN SCALE: AS NOTED sheet no. E-2 RECORD DRAWING 03-16-2018 I:1 FI U 0 0 T E U LLI J LLI N I LLJ v1 c v v O U 0 / rn rn C 3 L_ D Lr) 41 1:7 L C W N O ro lei O / W m 0 -� B 7s N O I 1 I 2 I 3 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. ELECTRICAL PHOTOMETRIC SITE PLAN - SCALE: 1 20' 0 10, 20' 60' < a O � � M LL ' o m OMM � O m W a- J m Of Q j r eta#istcs Description Symbol Avg Max Min Max/Min Avg/Min Parking + 2.7 fc 4.9 fc 0.8 fc 6.1:1 3,4:1 Property Line + 0.6 fc 1.3 fc 0.0 fc N/A N/A Cree EdgeTM Series LED Area/Flood Luminaire Product Description The Cree Edge'' Series has a slim, low profile design. Its rugged cast aluminum housing minimizes wind load requirements and features an integral, weathertight LED driver compartment and high performance aluminum heat sinks. Various mounting choices: Adjustable Arm, Direct Arm, Direct Arm Long, or Side Arm (details on page 2). Includes a leaf/debris guard. Applications: Parking lots, walkways, campuses, car dealerships, office complexes, and internal roadways Performance Summary Made in the U.S.A. of U.S. and imported parts CCT: 4000K (+/- 300K), 5700K (+/- 500K) standard L1mt#`tNdrranty' 3flsvfilullTlfllrel(Oyear(trlorfasrD#aLtardnfs ,"., 4 ,�...� ., ice, ,� .;,�: • ?„ , x u,� 'See www.cree.com/lighting/p(odmts/warranty for warranty terms Accessories Field tnsalCet# iird Spikes Backlight Control Shields (A-BRDSPK XA-20BLS-4 land -Held Remote Four -pack (A-SENSREM - Unpainted stainless steel For successful implementation of the programmable muRi-level option, a minimum of one hand-held remote is required Ordering Information Example: ARE-EDG-2M-AA-12-E-UL-SV-350 DA Mount 27.1" (688mm) 18.1" (460mm) ri1 NEMA® Photocell 9.0" Receptacle location y{ (229mm) (ordered as an option) 21" Convenient, Interlocking (53mm) Mounting y` ® Method 3.9" E ,.A" (99mm) �LEII Count �XTb� �� Yix11. "A" ., `„ Min WBlgh# 02 112.1°(306mm)� 21 lbs. (10kg) 04 112.1"(306mm) 24lbs.(11kg) 06 14.1"(357mm) 4 27lbs.(12kg) 08 16.1" (408mm) 28 lbs. (13kg) 10 12 i 18.1" (459mm) 20.1"(510mm) 32lbs. (15kg) 34lbs.(15kg) 14 22.1"(560mm) 37lbs.(17kg) 16 124.1'(611mm) 41lbs.(Igkg) AA/DUSA Mount - see page 22 for weight & dimensions E i � riF11r�. ffvv 1'siL'ilOr r. [:ulF1'eht 0 rGl't 7' r"i„�: ; 3irPrYB `r ARE-EDG 2M 3MB 4MP AA 02 E UL BK 350 DIM 0-10VDimming PML Programmable Muld-Level, Type II Type III Type IV Adjustable Arm 04 Universal . Black 350mA - Control by others 20-40' Mounting Height Medium Medium Medium DA D6 120-277V j BZ 526 Refer to Dimming spec sheet Refer to PML spec sheet for 2MB w/BLS w/Partial Direct Arm 08 UH ( Bronze 525mA for details details Type 11 3MP BLS DL Universal SV 700 Can't exceed specified drive Intended for downlight Medium Type III 5M Direct Long Arm 10 ttI 347.480V t. Silver 700mA current applications at 0" tilt wlBLS Medium Type V SA 12 ' WH - Available F Fuse PML2 Programmable Muni-Level,10- 2MP w/Partial Medium Side Arm 14 White with 20- Refer to ML spec sheet for 3W Mounting Height Type 11 BLS 5S Available with 16 I 60 LEDs availability with ML options Refer to PML spec sheet for Medium w/ 4M Type V Short 20-60 LEDs Available with UL voltage only details Partial BLS Type IV When code dictates fusing, use Intended for downlight 3M Medium time delay fuse applications at O'tilt Type III 4MB HL Hi/Low R NEMA' Photocell Receptacle Medium Type IV I (Dual Circuit Input) - Intended for downlight Medium Refer to HL spec sheet for applications whir maximum w/BLS { details 45'tilt Sensor not included Photocell by others ML Multi -Level Refer to ML spec sheet for FLD-EDG 25 70 N6 25• Flood 70• Flood NEMA® 6 • Refer to ML spec sheet for availability with ML options 40 SN details 40K 4000K Cola Temperature 40' Fbod Sign i Intended for downlight Minimum 70 CRI applications at O' tiR - Color temperature per luminaire P Photocell Refer to ML spec sheet for availability with ML options Available with UL voltage only • Reference EPA and pole codguration suitability data beginning on page 19 NOTE Price adder may apply depending on configuration C U` us-Iqqw US: wwwcree.comylighting T (800) 236-6800 F (262) 504-5415 Rev. Date: V310115/2015 CREE Canada: www.cree.com/canada T (800) 473-1234 F (800) 890-7507 \I mjco co O O ` 2 rLu : J ��•� z v13� i0 . Off•••...... •'���. r_ M .NY N (CID, T rp 1 T t>o , T 00 CO L CCE, -COO iv M Lo f') O L co ILL p U C fi CO LL. a) io t6 do L �• E — a C13 . ~< a0 CO a� U) m to H rn v amp U� m T � Q ■ � T S Jc 0 LIB rr O / , N_ L a to G J � U F— Li O /l / V O m '! J_ J = m Of _d = L_LJ C� N CD N Q0 N E c O co E E O U C O d U Ql O ... ... °D v w C o o w a � v ro a a; w v to 0 4 5 6 7 9 10 ELECTRICAL PHOTOMETRIC SITE 12 PLAN SCALE: AS NOTED sheet no. E-2A RECORD DRAWING 03-16-2018 G F a� 3 Z g n o E Z_ i— S O J I W m c v - 0 U a� cn c .3 °D 0 L O U N ry I r� O I 0 N v E ° / `� C i a 0 N V) 7 C 7 07 I N O O r7 0 / 07 m O B I 0 O N r 0 E CN I cD A 0 N 41 0 0- RE VE R LIGHTING PLAN z SCALE:1/4" = 1'-0" 7%mm7mmmmmm7 0 2' 4' 12' LED DRIVE-THRU LANE SIGN PROVIDED BY OTHERS, WIRING BY CONTRACTOR RIB BLUE #RIBU1C N/C MESSAGE 1 YEL COM MESSAGE 2 ORG N/0 RELAY RELAY FURNISHED BY OTHERS, INSTALLATION IN JUNCTION BOX MOUNTED ON LEVITON WALL ABOVE LAY -IN CEILING #ZSS10-NXZ AND WIRING BY CONTRACTOR WHT/BLK / 120VAC ' WHT/BLU BLUE BLACK ' 10-30 ' HVAC/DC WHITE ' WHT/YEL ' COM WIRELESS ROCKER WALL SWITCH FURNISHED BY OTHERS, INSTALLATION AND WIRING BY CONTRACTOR HOT (BLACK) LINE 120VAC NEUTRAL (WHITE) LED DRIVE-THRU LANE SIGN CONTROL WIRING DETAIL NOT TO SCALE A" zi GENERAL NOTES: 1. PROVIDE A CONTINUOUS HOT CONDUCTOR CONNECTION OF SAME CIRCUIT TO EACH EMERGENCY LIGHTING FIXTURE, EXIT SIGN AND NIGHT LIGHT. 2. ALL LIGHTING CONTROL DEVICES INCLUDING DIMMER SWITCHES, OCCUPANCY SENSORS AND OTHER RELATED CONTROL DEVICES SHALL BE BY LEVITON. 3. FIXTURES INDICATED AS "NL" ARE NIGHT LIGHTING FIXTURES WHICH ARE UNSWITCHED AND ARE TO REMAIN ON AT ALL TIMES. 4. EXIT SIGNS & FIXTURES SHOWN PARTIALLY SHADED ARE NORMAL/EMERGENCY FIXTURES FURNISHED WITH BATTERY BACKUP FOR EMERGENCY LIGHTING OPERATION. CONTRACTOR IS TO CONNECT POWER WIRING TO BATTERY BACKUP UNIT IN EACH NORMAL/EMERGENCY FIXTURE AHEAD OF ANY LOCAL SWITCHING, OCCUPANCY SENSORS, OR OTHER LIGHTING CONTROLS. 5. CONTRACTOR IS TO COORDINATE WITH BAS SYSTEM INSTALLER THE LOCATIONS & ELECTRICAL REQUIREMENTS OF LIGHTING CONTROL SYSTEM COMPONENTS (SWITCHES, LOAD MODULES, ETC.) FURNISHED AS PART OF THAT SYSTEM THAT ARE TO BE INSTALLED & WIRED BY THE EC. REFER TO LIGHTING CONTROL DETAILS & WIRING DIAGRAMS ON SHEET E-6 FOR ADDITIONAL INFORMATION. KEY NOTES(j) 1. NOT USED. 2. PROVIDE LEVITON CEILING MOUNTED OCCUPANCY SENSOR #ODC-10-MDW FOR ALL OCCUPANCY SENSORS INDICATED. FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS REGARDING PROXIMITY TO SUPPLY AIR DIFFUSERS. 3. PROVIDE DRIVERS AS REQUIRED FOR LED TAPE LIGHT IN COVE. DRIVERS SHALL BE INSTALLED ABOVE THE CLOSEST LAY -IN CEILING AND SHALL BE ACCESSIBLE. 4. IN OFFICES WITH WINDOWS, PROVIDE A CEILING MOUNTED, LEVITON PROVOLT SELFCONTAINED DAYLIGHT SENSOR AND CONNECT RECESSED DOWNLIGHTS AND 2' X 2' FIXTURES TO THE DAYLIGHT SENSOR/ DIMMER FOR CONTROL. ALL OFFICE OCCUPANT SENSORS TO BE SET TO VACANCY MODE. 5. PROVIDE LEVITON RF ROCKER SWITCH FOR ALL NON -DIMMING WALL LIGHTING CONTROLS. 6. DRIVE-THRU LANE SIGN TO BE CONTROLLED BY WALL SWITCH LOCATED IN TELLER 104: SIGNAL -TECH, MODEL TCL734GG-J375 "TELLER CONNECT/ATM". COORDINATE WITH ARCHITECTURAL DRAWINGS FOR EXACT LOCATION PRIOR TO ROUGH -IN. 7. DRIVE-THRU CANOPY & LANE SIGN CONTROL SWITCHES FURNISHED BY OTHERS, INSTALLATION & WIRING BY EC. RELAYS FOR LANE SIGN SWITCHES TO BE INSTALLED IN JUNCTION BOXES MOUNTED ON WALL ABOVE CEILING. COORDINATE EXACT LOCATION OF WALL SWITCHES WITH OWNER PRIOR TO BEGINNING INSTALLATION. REFER TO DETAIL 1/E-3 FOR ADDITIONAL INFORMATION. 8. POWER WIRING & JUNCTION BOX PROVIDED ON WALL ABOVE CEILING FOR CONNECTION TO ILLUMINATED BUILDING SIGN ON EXTERIOR WALL PROVIDED BY OTHERS. COORDINATE EXACT LOCATION & ELECTRICAL REQUIREMENTS WITH OWNER & SIGNAGE INSTALLER PRIOR TO BEGINNING INSTALLATION. 9. PROVIDE LUMENTONE DIAL LED LIGHTING CONTROLLER FOR TYPE "LT3 & LT4" FIXTURES LOCATED IN DISPLAY 106. 10. MASTER OVER -RIDE SWITCH, REFER TO SHEET E-6. 11. POWER SUPPLY FURNISHED BY OTHERS AND INSTALLED ON WALL ABOVE CEILING BY EC FOR CONNECTION TO ILLUMINATED WALL PANEL SYSTEM IN MARKETING WINDOW 106. COORDINATE EXACT LOCATION & ELECTRICAL REQUIREMENTS WITH OWNER & SYSTEM INSTALLER PRIOR TO BEGINNING INSTALLATION. 12. LOW VOLTAGE DIMMER SWITCH(ES) PROVIDED BY EC FOR CONTROL OF ILLUMINATED WALL PANEL SYSTEM IN MARKETING WINDOW 106.000RDINATE EXACT LOCATION & ELECTRICAL REQUIREMENTS WITH OWNER & SYSTEM INSTALLER PRIOR TO BEGINNING INSTALLATION. 13. 2-ZONE LIGHTING CONTROL PANEL FURNISHED BY OTHERS FOR CONTROL OF EXTERIOR LIGHTING CIRCUITS, INSTALLATION AND WIRING BY EC. REFER TO DETAIL 2/E-6 FOR ADDITIONAL INFORMATION, COORDINATE EXACT LOCATION & ELECTRICAL REQUIREMENTS WITH OWNER & EQUIPMENT SUPPLIER PRIOR TO BEGINNING INSTALLATION, 14. JUNCTION BOX MOUNTED ON WALL ABOVE CEILING, POWER WIRING & WALL SWITCH PROVIDED BY EC FOR CONNECTION TO ILLUMINATED ATM WALL SURROUND PROVIDED BY OTHERS IN TELLER 104, COORDINATE EXACT LOCATION & ELECTRICAL REQUIREMENTS WITH OWNER & SIGNAGE INSTALLER PRIOR TO BEGINNING INSTALLATION. LD5 LD5 o o O 0 LD5 LD5 LD5 O O O O ID ❑ YL ED 5 O O O O LD5 LD5 LT-11 VIA LIGHTING CONTROL PANEL L� yTO WALL SWITCH IN TELLER 104 N DRIVE-THRU CANOPY LIGHTING PLAN SCALE: 1 /4" =1'-0" 7%memmmmm" 0 2' 4' 12' LT-9 �0) w - ui 02*1 z w 1-0 Rl J z _ 0 0 3 0 000 OO:J� IIJ m� �:. z o:Z- : O ` g0- FLli 0) U cl) _ rn N N O V r O r- U co 00 V� 00 M � L (0-0 a ^' W cy) 'L M O O p U C ■ LL N fB m m 12 -0V A\ W E �� 1=, m m 2 06 N Q a� ' VJ @ W n (p U T_ J Ug m O o F7 C.fl m � LiJ E � U = L� o Ocn / ^ v , 0 0 U cii m J r W Q � 0 .Q `U 0 F- V z o Ln Ln z 0 N � w o a Of OM w z 3: o o r-, o o 00 0 W 0 0 w 0n (7)= O LLJ m � CV Of Q m � N O z W O 1 1 1 2 1 3 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. 4 5 a 7 M. 0 LIGHTING 12 PLAN SCALE: AS NOTED sheet no. E- 3 RECORD DRAWING 03-16-2018 H G F o, 3 -v z n x E w ^0 0- I W N rn c 3 _ v L L 0 U N L / C v D L L 0 U N Li) I M O I ao - 0 N / 0 0 V) C a L 0- a) N L F- c v N I M N 0 O 0 07 m 0 B I O 0 N v d N 41 O �7 EL Mf POWER PLAN Z SCALE: 1 /4" = V-0" 7%m?mmmmm" 0 2' 4' 12' (D A FAI 1. ALL COMMUNICATION AND MISCELLANEOUS CABLING ABOVE CEILING SHALL BE RAN IN CONDUIT OR PLENUM RATED, IF APPLICABLE. 1. WALL MOUNTED TELEVISION PROVIDED BY OWNER, RECEPTACLE & DATA/TELEVISION OUTLETS BY EC. COORDINATE EXACT LOCATION & MOUNTING HEIGHT OF RECEPTACLE & OUTLETS WITH OWNER PRIOR TO BEGINNING INSTALLATION. 2. PROVIDE THREE (3)1-1/2" UNDERGROUND EMPTY CONDUIT ENCASED IN CONCRETE WITH PULL -WIRE FOR ATM POWER, COMMUNICATION (DATA & SECURITY) WIRING FROM I.T/ELECT. 107. 3. COORDINATE WITH ATM SUPPLIER FOR ROUGH -IN LOCATION AND REQUIREMENTS PRIOR TO CONSTRUCTION. 4. PROVIDE TWO (2) 1-1/4" EMPTY CONDUITS FOR CABLING CONNECTION BETWEEN WALL MOUNTED TELEVISION AND CONTROL OUTLET LOCATED BELOW / ADJACENT TO CONFERENCE TABLE. CONDUITS TO BE CONCEALED WITHIN WALLS, FLOORS AND ABOVE CEILING AS REQUIRED. COORDINATE EXACT LOCATION OF CONTROL OUTLET WITH OWNER PRIOR TO BEGINNING INSTALLATION, 5, 3/4" FIRE RESISTANT PLYWOOD BACKBOARD PROVIDED ON WALLS BY EC AROUND PERIMETER OF ROOM. PLYWOOD IS TO EXTEND FROM THE FINISHED FLOOR TO 8'-0" AFF AND IS TO BE PAINTED TO MATCH ADJACENT WALLS (FIRE RATING LABEL TO BE LEFT UNPAINTED). EC IS TO PROVIDE ADDITIONAL CONDUIT SLEEVES, SIZE & QUANTITY AS REQUIRED, FROM ABOVE CEILING OF ROOM THROUGH WALL TO ABOVE CEILING OF ADJACENT CORRIDORS. COORDINATE THE REQUIRED QUANTITY, MOUNTING HEIGHT AND LOCATION OF ALL RECEPTACLES, OUTLETS & JUNCTION BOXES WITHIN THIS ROOM WITH OWNER PRIOR TO BEGINNING INSTALLATION. 6. PROVIDE JUNCTION BOXES ABOVE CEILING FOR POWER, DATA & SECURITY WIRING TO VAULT. COORDINATE EXACT LOCATIONS & ELECTRICAL REQUIREMENTS WITH VAULT SUPPLIER PRIOR TO BEGINNING INSTALLATION. 7. CONTRACTOR IS TO COORDINATE UNDERGROUND TELEPHONE, DATA & CABLE TELEVISION SERVICES ENTERING INTO I.T./ELEC. 107, ALONG WITH SERVICE ENTRANCE LOCATIONS & ALL ELECTRICAL REQUIREMENTS FOR THOSE SERVICES WITH OWNER & LOCAL SERVICE PROVIDERS. REFER TO CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. 8. COORDINATE POINT OF CONNECTION WITH THE REMOTE CHILLER SHOP DRAWINGS FOR ABOVE THE CEILING CONNECTION. 9. CIRCUITED VIA LEVITON LCM30 FOR CONTROL OF EXTERIOR LIGHTING. REFER TO SHEET E-6 FOR DETAIL. 10, PROVIDE 4"x8"0/8" THICK COPPER GROUND BAR. GROUND BAR SHALL BE INSTALLED 43" A.F.F. AND SUPPORTED BY FOUR STAND-OFF INSULATORS. PROVIDE (1) 4/0 AWG STRANDED COPPER CONDUCTOR CONNECTED BY A DOUBLE LUG, WITH STAINLESS STEEL FASTENERS AND NYLOC NUTS FROM GROUND BAR TO MAIN BUILDING ELECTRICAL GROUND. 11. SERVER RACK. PROVIDE TWO (2) NEMA L6-30R OUTLETS. 12. PROVIDE 120V CONNECTION TO MOTORIZED SHADES. COORDINATE CONTROLS AND REQUIREMENTS WITH VENDOR. 13. VERIFY LOCATION WITH ARCHITECTURAL. 14, COORDINATE DEVICE LOCATIONS WITH MILLWORK VENDOR. 15. CIRCUIT IS CONTROLLED THROUGH BAS SYSTEM VIA LOAD CENTER MODULE FURNISHED BY OTHERS. INSTALLATION AND POWER WIRING BY EC. REFER TO DETAIL 2/E-6 FOR ADDITIONAL INFORMATION. 16. SECURITY SYSTEM CONTROL PANEL PROVIDED BY OTHERS, RECEPTACLE & TELEPHONE OUTLET BY EC. COORDINATE EXACT LOCATIONS, MOUNTING HEIGHTS & ELECTRICAL REQUIREMENTS WITH OWNER & SECURITY SYSTEM INSTALLER PRIOR TO BEGINNING INSTALLATION. 2410,1410G IN 1 1/2" C. 4 3 O O O J O J J LT-12 I 246, 146G 2 IN 1 1/2" C. RP-37 2410, 1-#10G 3 IN 1 1/2" C. O 4 O O O 4 J O LT-12 O O 2-#6,1-#6G IN 1 112" C.t 2 RP-39 DRIVE-THRU CANOPY FLOOR POWER SCALE:1/4" = V-0" 0 2' 4' 12' �'��'%9 > • 000 cL/ : C-)c m:Z LL 5% LLF 1- W r yy w � m 1 T Q co Lu Al z 0) U c c rn 0 N N 0.) CO � r Q � U 00 , 00 n M p> L �.0 � M W 0 O (10 LL p U C LL C) ■ CO c' mCL L E 5 V O n_ 1..�cu LE ~ �2 � � L 00 a� U) @ a� 23 U CL > — co ■� CN T � O ��LL O ' \ N_ L � a O 0 C FT � m Q W E U_ IleC) E m T T� 1 U) o �_ 0- J = C/� N CD N c 0 a U N 0 v v z 0 z o_ � N (ri O N_ a- Z 0 o ul � w o o U m N M � 0n Q U cn LL M o v rn 00 O N N 1 1 1 2 1 3 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. 4 1 5 1 6 1 7 1 8 1 9 1 10 ' 11 1 12 POWER PLAN sheet no. E-4 SCALE: AS NOTED RECORD DRAWING 03-16-2018 H G �F w J 0 w U 0 z - Q ry U g 0 o' w Nam_ lJ� o' E w 0/-� n 4 J I w m ° 0 v L c .3 °D 0 O U a) Of I r� 0 I 0 N rn ° E VC a a, N U) C 7 C — I N O O /r V^I W O B I 0 N 41 0 n _ E Ln N I A ° ao 0 N a� 41 O Q REINFORCING RODS TO EXTEND MINIMUM OF 6" ABOVE FINISHED FLOOR CONCRETE FLOOR SLAB 20'-0" REINFORCING ROD TO EXTEND DOWN 12" INTO SOIL BELOW POURED CONCRETE FOOTING OR FOUNDATION WALL ELECTRICAL SERVICE MAIN DISTRIBUTION PANEL MP MAIN ELECTRICAL GROUNDING BUSBAR BONDING OF REINFORCING RODS TO THE GROUNDING ��— SYSTEM TO BE MADE OUTSIDE THE POURED CONCRETE 20'.0" REINFORCING ROD NEAR BOTTOM OF FOOTING I WALL POURED CONCRETE FOOTING OR FOUNDATION WALL CONCRETE ENCASED GROUNDING ELECTRODE DETAIL NOT TO SCALE COMPOSITE ACCESS COVER 13-3/4"W x — 23-1/41. PROVIDE TWO STAINLESS STEEL HEX BOLTS W/ WASHERS AND SKID RESISTANT SURFACE EXOTHERMIC CONNECTION ONLY EXPOSED COPPER SHALL BE TINNED PULTED PROVIDE ENGRAVED 1/2" HIGH LETTERS "GROUND" FINISHED GRADE BOX DIMENSIONS 15-1 /2"W X 251 TOP 23"W X 32-1/21 BASE 18" DEEP COMPOSITE BOX - - TRAFFIC RATED QUAZITE PT1324BA18 BOX W/COVER 3" MIN DEEP PEA STONE LEAVE ROOM FOR CLAMP -ON METER TESTER. LOCATE ROD END SECTION ELEVATION OFF CENTER IN BOX GROUND CONDUCTOR 5/8" GROUND ROD MINIMUM DEPTH 30', ROD NOT GREATER THAN 8"R 5 OHMS MAX WITHOUT CABLE BEND. LOCATED 24" CONNECTED LOCATE OFF CENTER IN BELOW GRADE (TYPICAL) BOX AS SHOWN GROUND ROD TEST WELL DETAIL NOT TO SCALE PANEL "XXXX" 120/208V, 30, 4W FED FROM PANEL "XXXX" 1/2" HIGH LETTERING FOR PANELBOARD NAME 1/4" HIGH LETTERING FOR REMAINING TEXT PANELBOARD NAMEPLATE DETAIL NOT TO SCALE TYPICAL 120/208V PANELBOARD TOP LUG Li SPD ❑❑❑ BOTTOM LUG PANEL MOUNTED SURGE PROTECTION DEVICES NOT TO SCALE THE PROPER INSTALLATION OF PANEL MOUNTED SURGE PROTECTION DEVICES ELECTRICAL PANELS ARE TO HAVE A MINIMUM OF 9" OF CLEARANCE FOR INSTALLATION OF THE PANEL MOUNTED SPD (SURGE PROTECTION DEVICE). THE PANEL MOUNTED SPD IS TO BE INSTALLED AT THE FEED IN OF THE PANEL, AT THE FIRST BREAKER POSITION, AS CLOSE AS POSSIBLE TO THE NEUTRAL BAR, THE ORDER OF IMPORTANCE OF CONDUCTOR, PHASE CONDUCTORS, NEUTRAL CONDUCTOR AND GROUND CONDUCTOR. THE PHASE CONDUCTORS ARE ALWAYS TO BE KEPT AS SHORT AS POSSIBLE. IF THE NEUTRAL BAR IS LOCATED AT THE TOP OF THE PANEL ADJACENT TO OR OVER THE LUGS, THE NEUTRAL WIRE MAY BE LONGER THAN THE PHASE WIRES. THE LENGTH OF THE GROUND CONDUCTOR IS OF LEAST IMPORTANCE. IF CONDUCTORS NEED TO BE EXTENDED THEN ONLY HIGH COMPRESSION BUTT JOINT CONNECTORS ARE TO BE USED TO EXTEND THE LENGTH OF ANY SPD CONDUCTOR. WIRE NUTS ARE NOT ACCEPTABLE. THE PHASE CONDUCTORS ARE TO HAVE A MINIMUM OF ONE TWIST AND PREFERABLY TWO TWISTS BETWEEN THE SPD AND THE BREAKER. THE TWIST IN THE PHASE CONDUCTORS WILL LOWER THE IMPEDANCE OF THE CONNECTION AND IMPROVE THE PERFORMANCE OF THE SPD. COORDINATE WITH JOHN WEST AT POWER & SYSTEMS INNOVATIONS OF TAMPA, INC. TEL. NO, (407) 832-9018 PRIOR TO CONSTRUCTION A FAI PAD MOUNTED TRANSFORMER, 30-4W-120/208 VOLTS SECONDARY, PROVIDED BY OTHERS, COORDINATE LOCATION & ELECTRICAL REQUIREMENTS WITH SITE CONTRACTOR & UTILITY COMPANY REINFORCED CONCRETE TRANSFORMER PAD BY OTI PRIMARY SERVICE FEEDER BY OTHERS J RISERDIAGRAM KEY NOTES: 1. CONTRACTOR SHALL PROVIDE GROUND RODS AS NEEDED TO ACHIEVE 5 OHMS, REFER TO DETAIL THIS SHEET. COORDINATE WITH JOHN WEST AT POWER & SYSTEMS INNOVATIONS OF TAMPA, INC. TEL. NO. - (407) 832-9018 PRIOR TO CONSTRUCTION. 2, SURGE SUPPRESSOR (SPD) : SEE DETAIL ON THIS SHEET. CONTRACTOR SHALL PROVIDE RECESSED ENCLOSURE WITH ACCESSIBLE COVER TO HOUSE SURGE PROTECTION DEVICE #XNP100-120/208-3GY OR EQUAL, COORDINATE WITH JOHN WEST AT POWER & SYSTEMS INNOVATIONS OF TAMPA, INC. TEL. N0. - (407) 832-9018 PRIOR TO CONSTRUCTION. 3. # 4/0 GROUNDING ELECTRODE CONDUCTOR. SEE DETAIL THIS SHEET. COORDINATE WITH JOHN WEST AT POWER & SYSTEMS INNOVATIONS OF TAMPA, INC. TEL. NO. - (407) 832-9018 PRIOR TO CONSTRUCTION. BUILDING DEMAND LOAD SUMMARY System Information Voltage Phase 120 208 3 LIGHTING "L": 17.25 KVA C, 1.25 DF= 21.567 KVA RECEPT "F:': 21.32 KVA, 1 ST 10KVA + 50% OF REMAINDER= 15.660 KVA A/C "A": 26.19 KVA (cD 1.00 DF= 26.191 KVA MiSC "S": 28:88 KVA () 1.00 DF= 28.880 KVA Total Connected Load 93.64 KVA Total Connected Load @ 208V, 3PH 260.24 AMPS Total Demand Lead 92.30 KVA Total Demand Load @ 208V, 3PH 256.50 AMPS PUSHBUTTON TO MAIN CIRCUIT BREAKER SHUNT TRIP IN PANEL "MP". PROVIDE WP LOCKABLE BOX. CONCRETE POST---, 400 AMP, 30-4W-120/208 VOLTS METER BASE BY CONTRACTOR 3E ARRESTER, RMATIC 1083C OR EQUAL ONTRACTOR- 32.528 SCA .5 EO EXTERIOR INTERIOR 4#1/0 AWG CU, 1#6G CU. IN2"C. 23.348 SYM. 4#1/0 AWG CU, 1#6G, 1#6 I.G CU. AVAILABLE IN 2" C. MIN AIC RATING 3 42KAIC 21.055 SYM. AVAILABLE MIN AIC RATING 9� 9I I 42KAIC PANEL PANEL PANE PROVIDE "MP" "RP" "LT" FIEL MARKINGS 225A 225A PER 110.24A 400A 1201208V 120/208V INCLUDING 120/208V MLO MLO DATE OF MCB O O INSTALLATION, 9PD1 SPD 26.201 SYM. AVAILABLE MIN AIC RATING 42KAIC 3 44600 MCM CU, IN 4" C PARTIAL POWER RISER DIAGRAM NOT TO SCALE BRANCH CIRCUITS (TYP.) FLOOR MOUNTED WIRING TROUGH, SIZE AS REQUIRED, PROVIDED BY CONTRACTOR FOR CIRCUITS ROUTED BELOW GRADE FOR PRICING AND AVAILABILITY OF PSI'S SPD EQUIPMENT (ITEM 2) CONTACT JOHN WEST AT POWER & SYSTEMS INNOVATIONS, INC. TEL. NO. (407) 832-9018. fit is � � + •.� .•. •_� �•.. ••.. •.�� � 1: ©� ` i' ®��� 1 • ��7�d�•I. t..�".e`" s'�� Red ������"�.��1.® � ©- il : 1ON 1 0_111 ISBN i- • I 3 r1 1 • � "r - *111 N 0*7_3 v 1 Ill 0 �*w I IF wa EMS, k WA ! �® ' ` • ��0��F ���1 • x �, . u � ��-. � �^� � ,gym �... r Phase kVA 1 16.600 1 16.080 17.600 Total kVA 50.280 Total Am s 139.73 Total Demand kVA 44.620 Dem Load Arn s 124.00 LIGHTING"L": 0.000 KVA @ 1.25-DF= 0.000 KVA RECEPT "R': 21.320 KVA, 1ST 10KVA + 50% OF REMAINDER= 15.660 KVA A/C "A": 0.000 KVA @ 1.00 DF= 0.000 KVA HEATING "H": 0.000 KVA @ 1.00 DF= 0.000 KVA MISC "S": 28.960 KVA 1.00 DF= 28.960 KVA NOTES: 1 CIRCUITED VIA LEVITON LOAD CONTROL MODULE. 2 PROVIDE ISOLATED GROUND WIRE MATCHING EQUIPMENT GROUND WIRE SIZE. mpg r ��, -� • • �����.:; ,�� a _.��,�'��® ' i �© 0 ®� ,� -� , 0 0� 0 -•• r 1, 1 r mm0®��� x r�,� ���®� i�������� .'_. �_r >�DO©m i : i ©® -m m ©z.� ,�.. � x �®® ® • ®- � i- ` i'- •®m����.�s.�4-�.������ `���a,U� 1 • ���mm r- - , --• i ®- -® ,�-®3 ®® • rZ 'u-ea.� r • ��4.,x�fi3�"'�-���m® i I - + �- -® - ` 1. _��_� � *`_,.� k:...�. w,�. �--,s-_ a.,i." �+A�":.� + � r. ®` �® ® � ®"�.at''d'."�m}r,'�".. r • sr.-. 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Z Z c~n�:p� 0) U C M IT N co � 0') 'It _ r-Mo Q C? rn U co 00 00 CO L coo -0 0 ^, W �.=0 M 0 - co LL L `p U C v — E U 10 OE 00, L �oQ m LL � r L Va) Cp U T J T ■� r L L r � 0 CD 0 0 a m � L 0 W ECn U_ L� o Ocn C:)E o my �_ = cri cf) J_ = m C):f L LLJ c 0 U QJ 0 z g cn z 0 > z 0 i�:- � z o 0 w Of o w w w IDo 0 o 00 LO 0 Q U N F- mZD o o N N c CR CE 4 cn a� o���oZZ -U w M O w N c '-Id- N v o M CD 0 N N 1 2 3 4 5 6 7 8 I 9 I 10 11 I 12 sheet no. « THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS &PLANNERS, AIA, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. POWER RISER DIAGRAM AND SCHEDULES E1 SCALE: AS NOTED RECORD DRAWING 03-16-2018 H E F Q ry U g ❑ E U z_ I w 1-11 v� c v -a O U C 3 °D 0 -v O U a) ry LO I r� 0 I _ r 0 CV 0 v V) cc a N N rn c d N I M N 0 c0 �i 0 m 0 B I 0 N L v 11 E Q LO N I A ° ME 00 0 N a� 0 a _ O LEVITON #ODC10-MDW CEILING MOUNTED LINE VOLTAGE OCCUPANCY SENSOR CEILING MOUNTED OCCUPANCY SENSOR WIRING DETAIL 120VAC LINE ZSS10-NXZ WIRELESS ROCKER WALL SWITCH 120VAC BLUE HOT (BLACK) LOAD WHITE NEUTRAL GROUND — LIGHTING CONTROL DEVICE WIRING NOT TO SCALE O \ INTERNALLANI NETWORK SWITCH TO THERMOSTATS BY MECHANICAL CONTRACTOR 120 VOLT CORD & PLUG CONNECTED TO OUTLET IN WIREMOLD PLUG STRIP MOUNTED ON SECURITY EQUIPMENT WALL IN I.T.IELEC.107 F_ SCHNEIDER i 11 ELECTRIC 14 MPM-VS VAV 1 Ih MANAGER I I I I I I I I I I C I I TRIDIUM DACE 3E CONTROLLER I I 11 I I I I I I L--J I I I I L(TJ PANELT,r-,� 1 I DISCONNECT CONTROL I 1 I\ SWITCH TRANSFORMER I I L -------- J I I L J O1 SITE CONTROLLER PANEL LEVITON #73A00-3ZB OWIRELESS LOAD 2 CONTROL MODULE O O O O� 3 � O RECEPTACLE LOADS LEVITON #73A00-3ZB WIRELESS LOAD 2 CONTROL MODULE WATER HEATER IN O SELF -POWERED WIRELESS LIGHTING OVERRIDE SWITCH SCHNEIDER ELECTRIC #SED-1 RS•U-5045 OS LEVITON #OSSMT-GDW OWALL SWITCH 2 OCCUPANCY DETECTOR OFFICES, WORK SPACES & UTILITY ROOMS LIGHTING TYPICAL LIGHTING CONTROL SYSTEM DIAGRAM NOT TO SCALE WIRELESS ROCKER WALL SWITCH WIRING DETAIL $OS OSSMT-GDW WALL SWITCH OCCUPANCY DETECTOR BLUE 0 LOAD 110 O GREEN GROUND NEUTRAL _ 120VAC HOT (BLACK) WALL SWITCH OCCUPANCY DETECTOR WIRING DETAIL 1. EQUIPMENT PROVIDED BY OTHERS, POWER WIRING BY ELECTRICAL CONTRACTOR. 2. EQUIPMENT FURNISHED BY OTHERS, INSTALLATION & WIRING BY ELECTRICAL CONTRACTOR. 3. EQUIPMENT PROVIDED BY ELECTRICAL CONTRACTOR. OS , LEVITON #ODC10-MDW LEVITON #73A00-3ZB CEILING MOUNTED OWIRELESS LOAD _ LINE VOLTAGE 2 CONTROL MODULE \ �� OCCUPANCY SENSOR O O O O O O O O O 0 8D DIMMER WALL SWITCH - REFER TO LIGHTING FLOOR PLAN FOR ADDITIONAL INFORMATION LOBBY, VESTIBULES AND MARKETING WINDOW WALL WASH LIGHTING 8,8OR 8D WALL SWITCH - TYPE AS INDICATED ON LIGHTING FLOOR PLAN FOR ADDITIONAL INFORMATION 0 CONF. ROOM, WORK SPACES & RESTROOMS LIGHTING O 'D REMOTE RELAY MOUNTED ABOVE LAY -IN CEILING RIB #RIBUIC LED DRIVE-THRU LANE SIGN CONTROL LEVITON #ZSS10-NXZ LED DRIVE-THRU LANE SIGN 73A00-3ZB WIRELESS LOAD CONTROL MODULE (BLACK) 250VAC FROM / FROM BREAKER (WHITE) WIRELESS LOAD CONTROL MODULE WIRING DETAIL LEVITON #73A00-3ZB OWIRELESS LOAD _ 2 CONTROL MODULE O O O O O O� $D DIMMER WALL SWITCH - REFER TO LIGHTING FLOOR PLAN FOR ADDITIONAL INFORMATION MARKETING WINDOW ILLUMINATED WALL PANEL SYSTEM (ORANGE) CIRCUIT SWITCHED (WHITE) ------------ I------r--�--� I I 1 i I I I ZONE 1 LIGHTING CONTACTORS 1 I I TO CONTROL CIRCUITS FEEDING I EXTERIOR ILLUMINATED SIGNAGE I I I I I I I i I I I I I I I I L------ ------ I ------ L-----J I I I I I I I I I I I I I I I I I I ZONE 2 LIGHTING CONTACTORS TO CONTROL CIRCUITS FEEDING 1 EXTERIOR BUILDING, CANOPY & PARKING LOT LIGHTING I I L---� =------ I--=—L ----- J ZONE1 ZONE2 r , WIRELESS WIRELESS L_-i LIGHTING LIGHTING L_J OVERRIDE OVERRIDE SWITCH SWITCH 1O 2-ZONE LIGHTING CONTROL PANEL 120 VOLT LIGHTING CONTROL CIRCUIT FROM 20A11 P BREAKER IN PANEL "LT" 0 BUILDING MOUNTED ILLUMINATED SIGNAGE \vI ILLUMINATED SITE MONUMENT SIGN BUILDING MOUNTED LIGHTING, ENTRANCE & DRIVE-THRU CANOPY LIGHTING O POLE MOUNTED PARKING LOT LIGHTING 000 i .GJ N Z � �•d:� 5 : J -- W m �r Z U� •O� �w V� V c c a N N a.)CI' r CO �,.¢{�. r L2 _ � U r It C? CA V/ CO C L m .0 ca � ^\ W M•L❑ M 0 O 0 L p U C W ■ � CO C ceca j Wn Q- :2 U Eco °_'�, ' L N � U■� � H vUi 2 cc) 0- -m >, ^, W g-�6o U04 ■� r J U O ' \ N_ O O O � Li I m W � U E � Ne O Q E v ) ck� O 0 i-�-� i JJ= U cfi Cn J_ = m n _ C/) N CD N 0 a co W a� 0 V) z s N L o W 0 0 :z .2-Fo 0m U CO m -o 0- m w W v cn U- � o 1 1 1 2 1 3 1 4 ' 5 1 6 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. 7 18 ' 9 ' 10 1 11 ' 12 ' sheet no. WIRING DIAGRAM E-6 SCALE: AS NOTED RECORD DRAWING 03-16-2018 m 91 G rn 3 J 0 J U E U w J w r I w m c_ v L Lo U v c .3 v D 0 L. O V N LO 1 M O ro N O O z O n Cl M/ATIOKI "All Cl CVATIMI "r+" ELEVATION "B" Cl MIATI MI "n" I.T. / ELEC. 107 ELEVATIONS NOT TO SCALE N 41 O a 1 1 2 1 3 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. a 4 5 ELEVATION NOTES O 314" FIRE RESISTANT PLYWOOD BACKBOARD BY EC FROM FINISHED FLOOR TO 8'-0" AFF, PAINTED TO MATCH ADJACENT WALLS (FIRE RATING LABEL TO BE LEFT UNPAINTED). O MAIN ELECTRICAL GROUNDING BUSBAR BY EC AT V-6" AFF. O AUXILIARY SYSTEMS GROUNDING BUSBAR BY EC AT t7'-8" AFF. O WALL MOUNTED TELEPHONE OUTLET BY EC AT 4'-8" AFF. O LIGHTING OCCUPANCY SENSOR WALL SWITCH BY EC AT 3-8" AFF. F� TELEPHONE TERMINAL BOARD BY EC. OG TWO (2) TELEPHONE SERVICE DUPLEX RECEPTACLE BY EC AT 1'-6" AFF. OH WALL MOUNTED SPLIT SYSTEM AIR CONDITIONING UNIT BY MC. OJ LADDER RACK BY OWNER'S SYSTEMS INSTALLER MOUNTED AT T-0" AFF TO BOTTOM OF RACK, O NETWORK EQUIPMENT RACK BY OWNER'S SYSTEMS INSTALLER. OL TWO (2) 30A TYPE L6-30R RECEPTACLES ON SAME PHASE BY EC AT V-6" AFF FOR NETWORK EQUIPMENT RACK. OM DUPLEX RECEPTACLE BY EC AT V-6" AFF FOR POWER TO WIREMOLD PLUG STRIP & SECURITY EQUIPMENT. NO WIREMOLD PLUG STRIP BY OWNER'S SYSTEMS INSTALLER. O LANEX DVR BY OWNER'S SYSTEMS INSTALLER. O POE SWITCH BY OWNER'S SYSTEMS INSTALLER. O VIDEO POWER SUPPLY BY OWNER'S SYSTEMS INSTALLER, O VERTICAL CHASE FOR SECURITY DEVICES BY OWNER'S SYSTEMS INSTALLER, O ALARM PANEL BY OWNER'S SYSTEMS INSTALLER. O ALARM PANEL POWER SUPPLY BY OWNER'S SYSTEMS INSTALLER. O PARABIT PANEL BY OWNER'S SYSTEMS INSTALLER. O PARABIT PANEL POWER SUPPLY BY OWNER'S SYSTEMS INSTALLER. O DATA OUTLET BY EC AT V-6" AFF FOR USE BY OWNER'S SYSTEMS INSTALLER. O TELEPHONE OUTLET BY EC AT 5'-10" AFF FOR USE BY OWNER'S SYSTEMS INSTALLER. OY FIRE RELAY BY OWNER'S SYSTEMS INSTALLER. OZ OCTO-INPUT MODULE BY OWNER'S SYSTEMS INSTALLER. O ELECTRICAL SERVICE PANEL BY EC AT 6-6" AFF TO TOP OF PANEL. BB FLOOR MOUNTED WIRING TROUGH BY EC FOR CIRCUITS ROUTED BELOW GRADE. CC SURGE PROTECTION DEVICE BY EC, POWER & SYSTEMS INNOVATIONS #XNP100-1201208.3GY, CONNECTED TO A 100% RATED 30A/3P CIRCUIT BREAKER INSTALLED AT THE FEED END OF THE PANEL, AT THE FIRST BREAKER POSITION AND AS CLOSE AS POSSIBLE TO THE NEUTRAL BAR. 6 7 8 GROUNDING SYSTEM NOTES: 1. GROUNDING SYSTEM SHALL BE TESTED AND SHALL MEASURE A MAXIMUM OF 5 OHMS. USE "FALL OF POTENTIAL TEST" FOR VERIFICATION. PROVIDE COPY OF TEST REPORT TO ENGINEER. 2. CONTRACTOR SHALL PROVIDE GROUND ROD TEST WELLS. FOR TEST WELLS IN NON -TRAFFIC AREAS, REFER TO DETAIL 21E-5 FOR TEST WELLS IN TRAFFIC AREAS USE BROOKS #38-T OR EQUAL, SIZE AS REQUIRED TO ALLOW USE OF AN AEMC 3710, MUST BE AT LEAST 14"x8", AND THE COVER SHOULD STATE "GROUND", 3, BENTONITE IS TO BE USED AS A GROUND ENHANCEMENT MATERIAL IN THE GROUNDING SYSTEM INSTALLATION. NO OTHER GROUND ENHANCEMENT MATERIAL IS APPROVED. THE BENTONITE MAY BE EITHER CALCIUM OR SODIUM BENTONITE. 4. CONTRACTOR IS REQUIRED TO ACHIEVE 5 OHM OR LESS RESISTANCE USING "FALL OF POTENTIAL" METHOD AS TESTED BY A TECHNICIAN CERTIFIED TO BY THE MANUFACTURER OF THE INSTRUMENT USED TO COMPLETE THE "FALL OF POTENTIAL" GROUND TESTING. TESTING SHALL BE OF THE ROD SYSTEM, AND EXCLUDE THE UFER BOND, THE BUILDING STEEL BOND, PIPE BOND, ETC. THE TESTING REPORT SHALL BE PROVIDED TO THE ELECTRICAL CONTRACTOR, THE GENERAL CONTRACTOR, ENGINEER, ARCHITECT AND OWNER. THE GROUND TESTING WILL BE COMPLETED WITHOUT ADDITIONAL COST TO THE OWNER. UPON RECEIPT OF THE TEST REPORT, SUNTRUST WILL HAVE THE GROUND TESTED BY IT'S CONSULTANT. IF THIS TEST SHOWS THE GROUND DOES NOT MEET THE SPECIFICATION, THE ADDITIONAL TESTING AND THE COST THERE OF IS THE RESPONSIBILITY OF THE CONTRACTOR AND WILL BE BILLED TO THE GENERAL CONTRACTOR. c STRUCTURAL METAL FRAMING MAIN ELECTRICAL SERVICE DISCONNECT INCOMING SERVICE NEUTRAL CONDUCTOR FROM UTILITY COMPANY TRANSFORMER EFFECTIVELY GROUNDED STEEL FRAMING MEMBER AS DESCRIBED IN N.E.C. ARTICLE 250.52(A)(2). CADWELD OR EXOTHERMIC CONNECTION (TYPICAL) #4/0 COPPER ISOLATED GROUND BAR 3 PANEL'RP' - #4/0 COPPER AUXILIARY SYSTEMS GROUNDING BUSBAR ;IMMM ;i u u #6 COPPER #4/0 COPPER GROUNDING JUMPER AROUND METER AND NONMETALLIC PIPE SECTIONS. CONNECTION MADE WITHIN 5'-0" FROM THE POINT OF ENTRANCE TO THE BUILDING. Iv �e�errn nrrn nnr CADWELD OR EXOTHERMIC CONNECTION (TYPICAL) CONCRETE -ENCASED REINFORCING ELECTRODES #410 COPPER A UNDERGROUND METAL WATER PIPING IN DIRECT CONTACT WITH EARTH FOR MINIMUM OF 10'4' CONCRETE FOUNDATION OR FOOTING WITH MINIMUM HEIGHT OF 2". ELECTRICALLY CONDUCTIVE UN -COATED REINFORCING BAR OR ROD NOT LESS THAN 1/2" IN DIAMETER AND NOT LESS THAN 20' IN LENGTH. REFER TO DETAIL 11E-5 FOR ADDITIONAL INFORMATION. ALL CONNECTIONS TO GROUNDING BUSBARS TO BE EXOTHERMIC OR MAIN ELECTRICAL DOUBLE LUGS WITH STAINLESS STEEL HARDWARE, NUTS, WASHERS, ETC. GROUNDING BUSBAR 3 CADWELD CONNECTION (TYPICAL) #410 COPPER 5/8"0 x 30'-0" LONG COPPER CLAD STEEL GROUND ROD (TYPICAL). CONTRACTOR MMq-1 - TO DRIVE ADDITIONAL RODS AS REQUIRED TO ACHIEVE 5 OHMS. ' I GROUND RODS TO BE PLACED AT A MINIMUM J OF 30'-0" APART AND AT LOCATIONS THAT TAKE ADVANTAGE OF SITE DESIGN TO #4/0 COPPER IMPROVE GROUNDING (I.E. IRRIGATED LANDSCAPE AREAS, RETENTION AREAS, ETC.) NOTE: CONTACT POWER & SYSTEMS SUPPLEMENTAL INNOVATIONS INC. AT 1-407-340-3057 ROD ELECTRODES FOR ASSISTANCE WITH GROUND ROD INSTALLATION & DESIGN. 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