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1737 MAIN STREET
9=1 1 RWnPT14 rm,,1=NT I rl IP Ir I rqA'h1ft 1=its ���vW W 1rNIL ■ ■ ■ vEIIIIIIIIIIIIII 0 M ■ ■ILr�ft v■ ■ ■vim C V ELEVATOR INSTALLATION 1737 Main Street a r N South Windsor, o 9CYR DUNE 15,2020 PERMIT SET ARCHITECTURAL CONSULTANT MEPFS CONSULTANT DRUMMEY ROSANE ANDERSON, INC. RZ DESIGN ASSOCIATES 235 Bear Hill Road, 4th Floor 750 Old Main Street Waltham, MA 02451 Suite 202 Tel: 617-964-1700 Rocky Hill, CT 06067 Fax: 617-964-1701 Tel: 860-463-4336 Fax: 860-463-4450 North List of Drawings 1767 Main St, South Windsor, CT 06074 r :Vast iiart{i�Ad . Y �rrll� ,v ilit i 3:."!r'::= ..,; r. T0**f4 vF SC:i�li WRID " ft-iis certifi-d that tkris plan and spueificatlons are tri, ci.'A--es of the proposed building or alterations to ba erocted at Street together with nrr., .d --atr stated in application ana filed with plan ::ad I xr to eon.ply with all zoning, Building ana :i 1: { + a'••: r:•-r, ord,•rs as Shall be issued by the t:-, Wi,-v_ Ue psrto- nt during pendency of this applici+tlon and final issuance of a building permit. Signed _ this plan is opproved subject to the condition that orders and ordinances regulating building shall be complied with. Conditionally Approved These filed with Building In iector O Ml _ efert No. Stoffma LOCATION PLAN DRA Job No. 19004-00 STATE PROJECT #132-0090CV B I D # 1920-008 °�aee:e=ar0a'® ARCHITECTURAL i°®®° A-01 CODE INFORMATION - BASEMENT A7 SPECIFICATIONS G G A-02 CODE INFORMATION - UPPER LEVELS A8 SPECIFICATIONS z CP Al BASEMENT PLAN A9 SPECIFICATIONS - A2 FIRST AND SECOND FLOOR PLANS A10 SPECIFICATIONS A3 ENLARGED PLANS Al 1 SPECIFICATIONS p ���,o° A4 BUILDING SECTIONS PARTITION TYPES AND DETAILS A5 SECTIONS DETAILS AND PLAN DETAILS A6 INTERIOR ELEVATIONS Pi PrTRIr®I E-0 ELECTRICAL LEGEND AND NOTES ED-1 ELECTRICAL DEMOLITION PLANS E-1 ELECTRICAL PLANS E-2 ELECTRICAL RISER, DETAILS & SCHEDULE STRI irTi IR01 S-01 STRUCTURAL GENERAL NOTES S-02 STRUCTURAL DETAILS S-1 STRUCTURAL PLANS S-2 STRUCTURAL DETAILS CODE REFERENCE PLAN LEGEND 101B ROOM NUMBER ROOM OCCUPANCY LOAD 696 _A �—AREA IN SQUARE FEET 20-34.01- ---OCCUPANCY LOAD FACTOR :/tLOW •HI11111104 ACTUAL EGRESS OCCUPANCY OF DOOR OR STAIR M165 MAXIMUM ALLOWABLE EGRESS OCCUPANCY OF DOOR OR STAIR 225 DIRECTION OF TRAVEL WITH ACCUMULATED OCCUPANCY LOAD �MTD=225 -� MAXIMUM TRAVEL DISTANCE FROM FURTHEST POINT TO EXIT Ncl ACCESSIBLE AREA OR EXIT FLUSH CONDITION TO COMPLY WITH ADA 1/2" may nIFFFRFN(:F RFTVVFFN An.I(-)ININC., gI IRFAC'.F. EXIT CAPACITY - -- 34.5" DOOR / 0.15 = 230 EGRESS CAPACITY = 230 EXIT_ CAPACITY - - - 34.5" DOOR / 0.15 = 230 EGRESS CAPACITY = 230 EXIT CAPACITY -- - 34.5" DOOR / 0.15 = 230 EGRESS CAPACITY = 230 BUILDING CODE REVIEW - 2016IEBC BUILDING AND SITE CHARACTERISTICS PRIMARY OCCUPANCY: CONSTRUCTION TYPE: HEIGHT (FEET): HEIGHT (# OF FLOORS): LARGEST SINGLE FLOOR AREAS (SF): SPRINKLERS: % FRONTAGE: WIDTH OF PUBLIC WAY OR OPEN SPACE: CONSTRUCTION REQUIREMENTS FOR IIIB PRIMARY STRUCTURAL FRAME EXTERIOR BEARING WALLS INTERIOR BEARING WALLS EXTERIOR NON -BEARING WALLS INTERIOR NON -BEARING WALLS FLOOR CONSTRUCTION ROOF CONSTRUCTION STRUCTURAL STEEL IN EXTERIOR WALLS FIRE PROTECTION SYSTEM AUTOMATED WATER SPRINKLER SYSTEM AUTOMATIC AUDIBLE AND VISUAL FIRE ALARM SYSTEM SMOKE DETECTION FIRE FXTINGUISHFRS B 1116 45 2 13.500 NO 96% >50' 0 2 0 0 0 0 0 2 NO YES YES YES USE GROUP CLASSIFICATION USE GROUP B (BUSINESS) MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT (2015 IBC TABLE 1004.1.2) OFFICE AREAS STORAGEIMECHANICAL ASSEMBLY W/OUT FIXED SEATS STAGE/PLATFORM 100 GSF/OCCUPANT 300 GSF/ OCCUPANT 7 NSF/ OCCUPANT 15 NSF/ OCCUPANT PLUMBING FIXTURES: EXISTING TO REMAIN UNCHANGED REQUIRED DRINKING FOUNTAINS EXISTING TO REMAIN UNCHANGED EXIT CAPACITY 34.5" DOOR / 0.15 = 230 EGRESS CAPACITY = 230 Drummey Rosane Anderson, Inc. 225 Oakland Road, Suite 205 South Windsor, CT 06042 860.644.8300 info@drows.com Planning I Architecture I Interior Design W U LL LAM J r Z W U F- W O C0 J J W W O 0 Z H D O CO I— U > w U � O 0 Q O 0 z >z N M TOM CO v U) �011*1111wrly"te ,,� �F CC M rLWU PERMIT SET (p PROJECT NORTH INFORMATION BASEMENT EGRESS Scale: 1/8" = V-0" Job No.: 19004.00 Drawn By: DRA Date: 06/15/2020 AO-1 ws BASEMENT 1 /8". V-0" P LAN U C C O ^L, W (D U) N� O/ ry E E L u 0 N 0 �L D- o Drummey Rosane Anderson, Inc. 225 Oakland Road, Suite 205 South Windsor, CT 06042 860.644.8300 info®drows.com U ALL DOOM OPOIN OM Cg111Dgt MALL K QQ Planning I Architecture I Interior Design M!RAZED I —ASIMM 7O MAM MR411 r. 11 W t1 v u. LL O J 9 F— Z W U I- O J J W W O Z H D O U) F— w U V � �O � O O Z Z N M ~ M Z) �O U) PERMIT SET PROJECT NORTH BASEMENT T Scale: 1/8" = V-0" Job No.: 19004.00 Drawn By: DRA Al Date: 06/15/2020 CONFERENCE 03 SECOND 1 /8"=1'-0' FLOOR PLAN INFO TECH ❑F-F-ICE w--� FIRST FLOOR 1 /8"=17-0" PLAN STAIR ASSISTANT SUPERINTENDANT ASSISTANT SUPERINTENDANT 00 KEY NOTES CMMOW Ego m inn oRa Ate mm Ate IIEP m w1H I -RATED mom= 7M MATCH CUD& PRdYDE AIWIN" lI m NAIVWNIL GENERAL NOTES ALL DOORS dMM OM ID ONO It aIALL K 1HR -RATED ASSIMEM 1O MATCH EMiNKL. U C C O i O C Q N 0 E u O T- O N a 0 U O Drummey Rosane Anderson, Inc. 225 Oakland Road, Suite 205 South Windsor, CT 06042 860.644.8300 info@drows.com Planning I Architecture I Interior Design W C.) LL Ban O J 9 � Z Z n W I— � VW � o �Qo 0 � Z 0 Z Z J � M Q _ �O �a O> � W � 0 W Z_ H O PERMIT SET N PROJECT NORTH FIRST & SECOND I LMWWR �`A1v%j Scale: 1/8" =1'-0" Job No.: 19004.00 Drawn By: DRA A2 Date: 06/15/2020 CONFERENCE 03 D i7 FHOISTWAY SEAL, Z6'-1 7 15 A5 A5 nnkITnn1 11-n 2 � WIN IRVLLr-R c0 N CION C❑RR, 460 "' `fl 3 A6 SEAL, TYP. Co _ _ 12 -I� 4. 4 A5 WOMEN 00 I SECOND FLOOR PLAN CONFERENCE 03 71- j" HOISTWAY OPENING / ♦♦ D8 i I z ♦x I _ / ♦ in I '8rD1 ♦♦in 1G— D8 WOMEN 00 ••• SECOND FLOOR DEMOLITION PLAN 1 WOMEN 00 Fir -----I I J L_J I I F I- I I I SEIt 6/A4 FOR (REFLECTED I I L - J � IG INFORM�I ION THIS L_JI IL_J E❑F EIdE I I l___ _ J 3'-4" R.O. I, JAN. 00 VESTIBULE 00 2 SEAL, 003 A4 TYP. 1, 6'-11" HOISTWAY t C! Aco C 1 c o 1 � oa F- f -I I c8, �. 1 L— ILA—�t----L r------1r----T— I A D M I N dLIGN I I I nP I L---IL 00---I E I --A 002 _ I I y I o o l I 1 6'-4" �, 3'-3" I I I I CPT - CENTER NEW PARTITION o - -J ON EXISTING WINDOW FRAME SEE 6/A4 FOR REFLECTED lniCILIIVG IIVF nRIVIAIIVIV IRIS r- AREA NTERIOR PARTIONS NIC MEN 00 FIRST FLOOR PLAN 1 /4"=1 ' -0" VESTIBULE 00 C nn1 L Ir7 7, — HOISTWAY OP NI G I I I D6 _ E I- - - --] I I I I♦ I /I D9 I ♦ I D4 L-J C.D ♦ D8 o-EI to-o Q ❑FFIdE /X D2 l = D4v D1 / D4It =dL ,E 002 -------�=-� 001 D4 ,____ , ,-- , DS o D8 L—J ��—JL_--J J D4 y 6 I ADMIN JL oo- - -I I III I D I I I D9�'� E E I I II � I I I D4 003 I D2 I FIRST FLOOR DEMOLITION PLAN 1 /4"=1'-0" 15 l!J PROVIDE NEW CONCRETE SLAB REMOVED FOR PIT EXCAVATION. DASHED LINE OF NEW _ FOUNDATION BELOW, TYP. SEE STRUCTURAL f1n AIIIIAInf Cc URHYVIIVIJ. cn O I 1 I" AA SUMP PIT WITH G MAINTENANCE 0 IT CL❑S, 00 cf A4 6'-11" HOISTWAY CK 2 A in III llr Iv I PIT LADDER SEAL, TYP.- BASEMENT FLOOR PLAN 1 /4"=1'-0" IT CLOS, 1 5'—j" 7'—q" HOISTWAY OPENING D11 c� z I a `t 0 D8 N D3 0 = o 0 N MAINTENANCE 0 Will _ BASEMENT DEMOLITION PLAN 1 /4"=1 15 MI i A 4 1 A6 A5 IC VVIVS TfnCUV TIVIN IVVTES 1. PATCH EXISTING PLASTER AND PAINT AT DISTURBED AREAS OF WALLS AND CEILING, TO MATCH EXISTING. 2. PATCH AND REPAIR A l DIS VRDED AREAS OF EXISTING SUSPENDED ACT CEILING AND GRID, TO MATCH EXISTING. 3. PROVIDE NEW FINISH FLOORING AND VINYL BASE, TO MATCH EXISTING. PATCH DISTURBED AREAS TO MATCH EXISTING. 4. INSTALL DOORS AND FRAMES 001 ,002 FROM SALVAGE (SEE DEMOLITION NOTES) AS SHOWN ON THE PLANS. PAINT TO MATCH EXISTING. 5. AT DOOR 003 PROVIDE 2'-6"W X 7'-0"H PRE HUNG SOLID CORE DOOR WITH CLOSET HARDWARE PAINT TO MATCH EXISTING. a DDA\AnC TC\IDADADV 17111CT DADTI'n AKIC CAD TUC DURATION OF THE PROJECT. COORDINATE THE LOCATION OF EACH DUST PARTITION AND ACTIVE PASSAGE AREA WITH THE OWNER 7. LEAVE CONSTRUCTION AREA AND RELATED ADJACENT AREAS BROOM CLEAN AT THE END OF EACH DAY. 8. COORDINATE RELOCATION OF SIGNAGE WITH THE OWNER. 5 A5 r_E DETAIL TAG 4, PARTITION TYPE TAG v 1 A6 INTERIOR ELEVATION TAG 1 SECTION TAG A4 D3 SECTION TAG DEMOLITION NOTES 1. THE INFORMATION SHOWN ON THESE DRAWINGS HAS BEEN COMPILED FROM VARIOUS SOURCES AND MAY NOT REFLECT THE ACTUAL CONDITIONS AT THE TIME OF BID. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS, QUANTITIES AND LOCATIONS IN THE FIELD PRIOR TO SUBMITTING A BID.. REMOVE EXISTING FLOORING, DECK AND D1 STRUCTURE, SUSPENDED CEILINGS AND PLASTER CEILINGS, IN PREPARATION TO RECEIVE NEW HOISTWAY ENCLOSURE AND ELEVATOR. SEE STRUCTURAL DRAWINGS. REMOVE EXISTING MASONRY BEARING WALL AND D2 PLASTER FURRING IN PREPARATION TO RECEIVE NEW MASONRY OPENING, ELEVATOR DOORS AND CONTROLLER. SEE STRUCTURAL DRAWINGS. REMOVE EXISTING FLOORING AND CONCRETE SLAB D3 AS REQUIRED BY ELEVATOR PIT EXCAVATION. SEE STRUCTURAL DRAWINGS. REMOVE EXISTING INTERIOR PARTITIONS, FURRING D4 AND ASSOCIATED DOORS AND FRAMES AS SHOWN ON THE PLANS. PATCH AREAS OF REMOVED PARTITION TO MATCH EXISTING WHERE REQUIRED D5 REMOVE EXISTING METAL LOCKERS REMOVE FINISH FLOORING AND VINYL BASE IN D6 PREPARATION TO RECEIVE NEW FINISH FLOORING AND VINYL BASE D7 REMOVE EXISTING MILLWORK AND COUNTERTOPS REMOVE EXISTING PLASTER FURRING DOWN TO D8 BRICK SUBSTRATE. REMOVE EXISTING ACT CEILING AND GRID, WIRES, D9 CLIPS AND HANGERS IN PREPARATION TO RECEIVE NEW ACT CEILING AND GRID. TEMPORARILY RELOCATE EMERGENCY LIGHTING 10 AWAY FROM CONSTRUCTION AREA. REINSTALL IN EXISTING LOCATION FOLLOWING THE COMPLETEION OF THE NEW PARTITIONS IN THIS AREA. REMOVE AND RELOCATE LIVE ELECTRICAL AND 11 DATA CABLES AND CONDUIT AWAY FROM CONSTRUCTION AREA. REMOVE ABANDONED ELECTRICAL LINES AND BELL SYSTEM. ®REMOVE EXISTING DOORS 001, 002 AND 003 1 (INCLUDING THEIR HARDWARE, BUTTS, THRESHOLDS AND FRAMES), CLIPS AND HANGERS IN THEIR ENTIRETY. CLEAN AND STORE EXISTING DOORS, FRAMES AND HARDWARE FOR REINSTALLATION AT DOORS #001 AND 002„ PAINT DOORS AND FRAMES TO MATCH EXISTING FOLLOWING INSTALLATION. SEE DOOR INSTALLATION NOTES ABOVE. U C C O to N c Q 0 c ca 0 m_ E 0 O N .Q 0 Drummey Rosane Anderson, Inc. 225 Oakland Road, Suite 205 South Windsor, CT 06042 860.644.8300 info©draws.com Planning Architecture I Interior Design W � 1 LL LL O J Z V LU �a T J i � a O O~a' - �o � � v .j M i-i 0 OW J o W Z H O fn PERMIT SET N PROJECT NORTH ZZA ENLARGED FLOOR PLANS Scale: 1/4" =1'-0" Job No.: 19004.01C Drawn By: DRA Date: 06/15/2020 A3 -PARTITION TYPES, NOT USED 1 4 x=1 -0 SECOND FLO 1 4 =1 -0" REFLECTED CEILING PLAN ISTING—,,, C8.1 UL DESIGN NA BEARING PARTITION 1-HOUR RATED 8" NOM. CMU 7/8" METAL HAT CHANNEL 5/8" GWB UL No:U914 SEE DETAIL 3/A4 FIRE SAFING AT WITH CEILING CT CEILING L HAT CHANNEL AU 8" CMU PARTITION 1 `11 = 1 —(I r F4.0 UL DESIGN NA NON -BEARING PARTITION 0-HOUR RATED 5/8" GWB ON 3-5/8" MTL STUDS WITH 1/2" GAP TOLERANCE SEE DETAIL 2/A4 A" MIN C2--)3-5Z8" FURRING 12 12 A5 sIM. sIM. A5 U.S. OVERRIDE T0. HOIST BEAM 1 -=.•n 1 ELEV. 39'-50 N1 T.O. ATTIC 1 1 ELEV. 38 -2V.I.F. ----i--- --•--- --------------1---- 1 1 1 1 �.. r, `` v J W W CD Cn Of L. CD r7 0 0 CONFERENCE I o WOMEN 0 i 7 "' 7 A5 A5 NEW ONE I T.O. SECOND FLOOR ELEV. 24-11" i 1 -----� - - 1 r) i r7 i M L❑S, ❑FFICE E 03 7 7 A5>< A5 NEW ONE I T.O. FIRST FLOOR ■� • ■ ^I ELEV. 11'-8"----r-----------------------i-- - 1 1 1 1 co MAINTENANCE MAINTENANCE 1 1 A5 A5 r6T.O.C. BASEMENT LEVEL �- -- ---------------- ELEV. 0'—ate .•t • , : , r. � u:..., y .;� "�--------- -- '.. •4• .::':; ,a`'+�l •• • �. .��/''`r% ,.;. !, T.O.C. PIT LEVEL'qV ELEV. -5'-0" \/ /\/\/ �::'••::::.• ,,.:'; ; .: � ,,.. ;•. . ; • • .: ,� ..•.�. �. \/\/\/\/\/\/\/ 1 /4" = 1 ^'^'lON HEAD )CCURS DE OF DECK ICTION IB MTL STUD AT 16" O.C. LCK 4SE G4.0 UL DESIGN NA NON -BEARING PARTITION 0-HOUR RATED 5/8" GWB ON 3-5/8" MTL STUDS WITH 31/2" ACOUSTICAL BATT 5/8" GWB SEE DETAIL 1/A4 OF EXISTING EILING _ BATT BOTH SIDES rL STUD T 16" O.C. 1 3- 5 8" PARTITI O N 14 12 A5 A5 U.S. OVERRIDE r , T.O. SECOND FLOOR ELEV. 24'-11 TO BASEMENT LEVEL ELEV. 0'-0" T.O.C. PIT LEVEL ELEV. -5'-0" 'AY U C C O p N 70 C Q N C (0 N 0 N E E L O CV P �L 0- 0 U O Drummey Rosane Anderson, Inc. 225 Oakland Road, Suite 205 South Windsor, CT 06042 860.644.8300 info@drows.com Planning I Architecture I Interior Design LU 0 LL LL 0 J Q Z FEE LU I- V Q L= J > r o 0 Cl): z _04 , m J 0 r Uj W Q 0> V♦ LU of w Z FEE M 0 CO PERMIT SET N (I PROJECT NORTH r W U w10� 0�_0 Q Z Z Q 2 M ~ �0 U) BUILDING SECTIONS PARTITION TYPES AND DETAILS Scale: AS NOTED Job No.: 19004.00 Drawn By: DRA A4 Date: 06/15/2020 FIRE SEALANT G FIRE SEALANT EXISTING PLASTER EXISTING BRICK T.O. HOISTWAY ;.. :. ...: ........ :....., .. T.O. HOISTWAY FINISH CONSTRUCTION ELEV.39'-5" ELEV.39'-5" —�101 \. HOUR RATED SHAFTWALL CEILING VERIFY DIMENSION WITH MANUF. F NEW 8" CMU A WNCT WAH av `-IIVIJI UUMV1. UI — — DEFLECTION HEAD — EXISTING METAL TRUSS ``MANUFACTURER, ' I I SEE N\ STRUCTURAL DRAWINGS C8• SIM 3X12 WD LEDGER AND MTL JOIST RESTORE PLASTER TO MATCH EXISTING THIS JOIST W/ WD DECK OVER I DOOR, FRAME AND FOR ATTACHMENT NOTES HANGER. SEE STRUCTURAL DRAWINGS. AREA cs. sIM , EXISTING METAL TRH SS SILL BY ELEVATOR MANUF. EXISTING WD STRUCTURE T.O. ATTIC DECK JOIST W/ WD DECk OVER T.O. ATTIC DECK :.::. ---FL1�•u -v/ 4,F------ I ELEV. VERIFY ---------------------------------------------------- --------------- ---------------------- 71 LJ4T.O. 1ST & 2ND FL ELEV. VARIES 71 4. 8 0 HOISTWAY \\~ HOISTWAY HOISTWAY HOISTWAY V.I.F. C ❑ R R , 4• C ❑ R R , .�� EXISTING BRICK C ❑ R R 4, •. EXISTING BRICK PATCH PLASTER CEILING TO MATCH EXISTING rRnUIT TIGI•IT T(1 EXISTING —� 11— --, _ I l i 6 I _ i i i i i MASONRY, TYP. PATCH PLASTER CEILING TO MATCH EXISTING EXISTING PLASTER CEILING TO REMAIN 15 PLAN DETAIL 14 SECTION DETAIL 13 SECTION DETAIL so (DaECTION DETAIL 11 NOT USE® 1 1 2 = 1 —0 1 1 2 = 1 —0 1 1 2 1 —0 1 1, 2= 1 —0 1101 2 = 1 —0 EXISTING BRICK EXISTING BRICK BOND BEAM SEE STRUCTURAL 11, CONSTRUCTION L CONSTRUCTION L DRAWINGS. BOND BEAM SEE STRUCTURAL DRAWINGS. 4. �� �� 3X12 SOLID -SAWN WD LEDGER. SEE �CTRI 3X12 SOLID -SAWN WD LEDGER. SEE �� U TI IRAI nRAWWrC CTRI IrTI IRAI i PAWINrC Ll\\ 4F-" EXISTING WD FLOOR DECK AND STRUCTURE. REMOVE AND REPLACE EXISTING WD FLOOR DECK AND C CORNER BEAD V.I.F.411' CORNER BEAD �., EXISTING DECKING AND CEILING AS REQUIRED TO INSTALL LEDGER AND STRUCTURE. REMOVE AND REPLACE EXISTING DECKING AND CEILING AS HANGERS. REQUIRED TO INSTALL LEDGER. n ; BRACE AS REQUIRE T.O. 1 ST & 2ND FL T.O. 1ST & 2ND FL uQ z ELEV. VARIES ELEV. VARIES SIM. u u ; � C ❑ R R EXISTING ACT CEILING AND / ' \ • •: , .. j n u 4• •. � it O GRID. EXISTING BRICK e .E, + 4, C❑ R R a ELEVATOR :++ i \ + + , HOISTWAYHOISTWAY O u �� CONTROLLER BY MANUFACTURER `--? SEE BOND HOISTWAY HOISTWAY DRAWINGS — C8• SIM PATCH PLASTER CEILING TO MATCH EXISTING PATCH PLASTER CEILING TO MATCH EXISTING ._..".,._.__ PATCH ACT CEILING 4. AND GRID 0 MATCH > I cs• cs. EXISTING L plm�' v v U.S. FRA E ELEV.7'- "A.F.F. :�4 ELEVATOR DOORS ELEVATOR DOORS ELEVATOR DOORS 1'-4" C❑RR, AND FRAME AND FRAME BY MANUF. AND FRAME BY MANUF. O I I HOISTWAY DETAIL P LAN DETAIL SECTION DETAIL S ECTION DETAIL SECTION DETAI L S�LAN 1 3 1 1 2 8 1 1 2 1 —0 O 1 1, 2= 1 —0 s 1 1 2 = 1 —0 2 1 —0 = 1 —0 I! ELEVATOR DOORS H OI STW�Y ELEVATOR DOORS M A I N T , HOTS! WA AND FRAME BY AND FRAME BY 1 MANUF. 1,—„ MANUF. C❑RR, C❑RR, 9 �,!7 O CD C ❑ R R. OAND C ❑ R R, PATCH EXISTING 4• > 4• EXISTING CONC. I CD SLAB FRAME SILL BY MANUF. CD EX TING CONC. S B GROUT IN BEVEL AT LEDGE, CONC. SLAB cs, CORNER BEAD 75POSED DEGREES MIN, >< s• SIM. ;. �- CORNER BEAD T.O. BASEMENT I ----------- T.O. BASEMENT TYP. AS PER THE T.O. BASEMENT -------- .. J BEAD ELEV. v V. 0 -0 v HOISTWAY ELEV 0'-0" v STATE ELEVATOR : ® CODE ELEV. 0 -0 . d d: 4 a 4 d a SILL SUPPORT ANGLE d: tf a d d v; RESTORE PLASTER o W z Y c� v, `� x m cn �, Z z cs. SIM v 4 4 SEE STRUCTURAL DRAWING REMOVE PORTION OF. / \ 4 d ® a HOISTWAY d [4 d � NEW FOUNDATION. v . d' ° HOISTWAY EXISTING THIS CH AREA — — o 3 4 / d EXISTING FOOTING. SEE STRUCTURAL / / d ' v SEE STRUCTURAL \ DRAWINGS /� a ® ® DRAWING / d a M A I N T , EXISTING LOCKERS EXISTING INTERIOR PARTITION ..•�, ..• • •d•.� • ''� ••'•: • .•. •. a �• . ,o• �. ..... d' .• � °•;•• a„ • • . •. , •d.:. • • d • ;• p'..••••.' • j. • , •,..,.... .. •. • ..•• •: .•'d. '� . \ \ .d v 1 7 TO REMAIN A D M I N / : v •'.;.' NEW FOUNDATION / / . v / / v 0 / UNDERPINNING. SEE STRUCTURAL a EXISTING EXISTING EXISTING EXISTING DRAWINGS \ d. d a Q.. PLASTER BRICK PLASTER BRICK FINISH CONSTRUCTION FINISH CONSTRUCTION PLAN DETAIL PLAN DETAIL CTION DETAIL SECCTION DETAIL CTION PFAIL s 4 1 1 2 = 1 —0 @aE 1 1 2 = 1 —0 2 1 1 2 = 1 —ON17 05E 2 1 NOTE: TONE DENOTES EXISTING CONSTRUCTION, TYPICAL U C C 0 0 ^L` W W c c>3 0 E E _L C 0 N 0 0. 0 U O Drummey Rosone Anderson, Inc. 225 Oakland Road, Suite 205 South Windsor, CT 06042 860.644.8300 info®draws.com Planning I Architecture I Interior Design 4 I— U V W 0_' 0�O C Z Z N M � r � � �O U) 3: 2 H O N Cg899lHBddpgg .01 d ID F PERMIT SET PROJECT NORTH SECTIONS & DETAILS Scale: AS NOTED Job No.: 19004.00 Drawn By: DRA A5 Date: 06/15/2020 FMEVA HOISTWAY BEYOND EXISTING DOOR FRAME AND TRANSOM TO REMAIN HOISTWAY BEYOND RELOCATED EMERGENCY EXISTING HIGH PLASTER I L1GI"IIIIVG I I CE1L1NG EXIEIVT VF EXISTING DVVR FRAME AND TRANSOM ABOVE SUSPENDED CEILING, TYPICAL ON BASEMENT EXISTING DOOR FRAME AND LEVEL ONLY �— TRANSOM TO REMAIN HOISTWAY BEYOND I I EXISTING LOW SUSPENDED I EXISTING HIGH EXISTING DOOR FRAME A.C.T. CEILING AND GRID. PLASTER CEILING AND TRANSOM TO REMAIN � I e I I , Ell[ H -�Hd I IL EXISTING PLASTER NEW VINYL BASE TO EXISTING LOCKERS NEW ELEVATOR DOOR NEW GWB FINISH, EXISTING PLASTER FINISH AND BASE MATCH FXISTIN(; Tn REMAIN ANn FRAME TYPI(`AI FINISH AND BASE :.)1NTERIOR ELEVATION AT FIRST FLOOR CORRIDOR C,)INTERIOR ELEVATION AT BASEMENT CORRIDOR 'EXISTING LOCKERS TO REMAIN U C O O N ^L, W W �N0 LL W E E _L U r C) N �L Q O Drumm:ey Rosone Anderson, Inc. 225 Ooklond Rood, Suite 205 South Windsor, CT 06042 860.644.8300 info@drows.com D1c-)ning I Architecture I Interior Design W U U. �VM O J Q F- Z Z W I- C� Q = J > F- O Ito 3: Z04 o 4 W ® � U) J aw Z H D O U) PERMIT SET N 1\-]� PROJECT NORTH I— U Lij wOf ryO cn p Z Z C11) ~ �O INTERIOR ELEVATIONS Scale: AS NOTED Job No.: 19004.00 Drawn By: DRA A6 Date: 06/15/2020 9. Access Doors: As required for access to governor and/or seismic switch. F. Openings: [3] Front Openings p Itl Access door shall be self -closing, self-locking if necessary and operable from the inside without a key. G. Travel: 25' Q I _ KONE EcoS aceT°° p H. Rated Capacity: 3500 Ibs C. Related sections: I. Rated Speed: 150fpm 1. Section 015000 -Temporary Facilities and Controls J. Clear Inside Dimensions (W x D): 6'-8" x 5'-6" PAR 1 1 GEIYCRAL 2. Section 033000 -Cast-in-Place Concrete: K. Cab Height: 8' 0" 1.01 SUMMARY 3. Section 042000 - Unit Masonry L. Clear height under suspended ceiling: 13' A. Section Includes: Electric Traction Elevators. 4. Section 055000 - Metal Fabrications AA M. r...1......__... lA 1:-Ut- -J _r..--. O, (Vl CI Itrance VVIULI I anu I ype. o -o B. Products Supplied But Not Installed Under this Section: 5. Section 071600 - Cementitious Waterproofing N. Entrance Height: 7' 0" 1. Hoist Beam 6. Section 230000 - Heating, Ventilating, and Air Conditioning O. Main Power Supply: 208 Volts + 5%, three-phase 2. Pit Ladder 7 con+ir%n ORnnnn _ Glcr+rirol Vli VII VI I LVVVVV - Llli Vl11VU1 P. Operation: Simplex 3. Inserts mounted in block walls for rail attachments 8. Section 263000 - Electric Power Generating and Storing Equipment Q. Machine Location: Inside the hoistway mounted on car guide rail C. Work Supplied Under Other Sections: 9. Section 273000 - Voice Communications R. Control Space Location: top floor jamb 1. Temporary lighting, including temporary lighting in hoistway for machine 10. Section 283100 - Fire Detection and Alarm space with switch located in hoistway on the strike jamb side of top landing S. Elevator Equipment shall conform to the requirements of seismic zone: seismic door. 11. Section 310000 - Earthwork T. Maintenance Service Period: 12 months 2. Main line disconnects for each elevator. D. Industry_ and government standards: 1.03 PERFORMANCE REQUIREMENTS a. One fused three phase permanent power in building electrical 1. ICC/ANSI A117.1 Accessible and Usable Buildings and Facilities distribution room A. Car Performance 2. ADAAG - Accessibility Guidelines for Buildings and Facilities b. One non fused three phase permanent power in hoist way at top landing 1. Car Speed ± 5% of contract speed under any loading condition or direction 3. ANSI/NFPA 70, National Electrical Code of travel. 3. Hoistway ventilation shall be in accordance with local and national building code requirements. 4. ANSI/NFPA 80, Standard for Fire Doors and Fire Windows 2. Car Capacity: Safely lower, stop and hold (per code) up to 125% of rated load. 4. Guide Rail Support shall be structurally adequate to extend from pit floor to 5. ASME/ANSI Al7.1, Safety Code for Elevators and Escalators. top of hoistway, with spans in accordance with requirements or authority B. System, Performance having jurisdiction and final layouts. 1.02 DESCRIPTION OF ELEVATOR 1. Vertical Vibration (maximum): 25 mg 5. Removable barricades at all hoistway openings, in compliance with OSHA SPECIFIER NOTE: Coordinate this list with the equipment specified in Part 2 Products. 29 CFR 1926.502 in addition to any local code requirements. 2. Horizontal Vibration (maximum): 25 mg 6. Lifeline attachments capable of withstanding 5000 lb load in accordance A. Elevator Equipment: KONE EcoSpaceTM gearless traction elevator 3. Jerk Rate (maximum): 3.3 ft/sec3 with OSHA 29 CFR 1926.502. Provide a minimum of 2 at the top, front of each hoistway. B. Equipment Control: KCM831 4. Acceleration (maximum) 1.3 ft/sec2 7 Pit linhtinn- Fixture with switch and nimrds_ Provide illumination level ermA .. . ....�.._...�.....__. _ ..._.. _...__.. _.._ . _..__ ..._......__._..._ . _. --1--• C. -- Drive_ Non Reaenerative - -- -- -- - --�- - - - - R In (`nr nlnie• c= 55 dBfAA .,. III ..ul . .,,, u...� to or greater than that required by ASME A17.1/CSA B44 2000, or applicable version. D. Quantity of Elevators: 1 6. Leveling Accuracy: ±0.2 inches 8. Control space lighting with switch. Coordinate switch with lighting for E. Landings: 3 7. Starts per hour (maximum): 120 machine space as allowable by code. 1.04 SUBMITTALS In those cases where diagnostic tools provided to the Owner require periodic recalibration/or re -initiation, the Elevator Contractor shall perform B. Maintenance service be performed during regular working hours of regular such tasks at no additional cost to the Owner for a period equal to the term working days and shall include [regular time call back service] [emergency 24- A. Comply with Section 01 33 00 - Submittal Procedures. of the maintenance agreement from the date of final acceptance of the hour call back service]. B. Product Data: Submit manufacturer's product literature for each proposed competed project During those intervals in which the Owner might find it necessary to surrender a diagnostic tool for re -calibration, re -initiation, or C. Maintenance service shall not include adjustments, repairs or replacement of system. repair, the Elevator Contractor shall provide a temporary replacement for parts due to negligence, misuse, abuse or accidents. 1. Cab design, dimensions and layout. the tool at no additional cost to the Owner. The Elevator Contractor shall deliver to the Owner, printed instructions for the proper use of any tool that PART 2 PRODUCTS 2. Layout, finishes, and accessories and available options. may be necessary to perform diagnostic evaluations, system adjustment, and/or parametric software changes on any unit of microprocessor -based 2.02 MANUFACTURER 3. Controls, signals and operating system. elevator control equipment and means of suspension other than standard elevator steel cables furnished and install by the Elevator Contractor. A. Provide AC gearless machine room -less elevator systems subject to compliance Accompanying the printed instructions shall be any and all access codes, with the; design and performance requirements of this specification. Elevator 4. Color selection charts for cab and entrances. password, or other proprietary information that is necessary to interface with manufacturers may include but are not limited to one of the following: the microprocessor -control equipment. C. Shop Drawings: 1. Basis of Design: EcoSpaceT"" traction elevators by KONE, Inc. (www.kone.com). 1. Clearances and travel of car. 1.05 QUALITY ASSURANCE A. Manufacturer: Minimum of fifteen years experience in the fabrication, installation 1.02 EQUIPMENT: CONTROL COMPONENTS AND CONTROL SPACE 2. Clear inside hoistway and pit dimensions. and service of elevators of the type and performance of the specified. The manufacturer shall have a documented quality assurance program. A. Controller: Provide microcomputer based control system to perform all of the 3. Location and layout of equipment and signals. functions. 4. Car, guide rails, buffers and other components in hoistway. B. Installer: The equipment manufacturer shall install the elevator. 1. All' high voltage (110V or above) contact points inside the controller cabinet C. Inspection and Testing: In accordance with requirements of local jurisdiction, shall be protected from accidental contact in a situation where the controller 5. Maximum rail bracket spacing. obtain required permits, inspections and tests. doors are open. 6. Maximum loads imposed on building structure. 1.06 DELIVERY, STORAGE AND HANDLING 2. Controller shall be separated into two distinct halves; Motor Drive side and Control side. High voltage motor power conductors shall be routed and 7. Hoist beam requirements. A. Comply with manufacturer's recommendations for delivery, storage and physically segregated from the rest of the controller. 8. Location and sizes of access doors. handling. 3. Provide a serial cardrack and main CPU board containing anon -erasable 9. Location and details of hoistway door and frames. B. If the construction site is not prepared to receive the elevator equipment at the EPROM and operating system firmware. agreed ship date, the General Contractor shall be responsible to provide a safe, dry, and easily accessible storage area on or off the premises. Additional lablor 4. Variable field parameters and adjustments shall be contained in a non - 10. Electrical characteristics and connection requirements. costs for double handling will be the responsibility of the general contractor. volatile memory module. D. Operation and maintenance data: C. Delivered elevator materials shall be stored in a protected environment in B. Drive: Provide Variable Voltage Variable Frequency AC drive system to develop accordance with manufacturer recommendations. A minimum storage area of 10 high starting torque with low starting current. 1. Provide manufacturer's standard maintenance and operation manual. feet by 20 feet is required adjacent to the hoistway. E. Diagnostic Tools 1.07 WARRANTY C. Controller Location: Locate controllers} in the front wall integrated with the top landing entrance frame, machine side of the elevator. A separate control space 1. Prior to seeking final acceptance for the completed project as specified by A. Provide manufacturer warranty for a period of one year. The warranty period is should not be required. the Contract Documents, the Elevator Contractor shall deliver to the Owner to begin upon Substantial Completion of the Contract. Warranty covers defects any specialized tool(s) that may be required to perform diagnostic in materials and workmanship. Damage due to ordinary use, vandalism, evaluations, adjustments, and/or parametric software changes and/or test improper or insufficient maintenance, misuse, or neglect do not constitute 2.01 EQUIPMENT: HOISTWAY COMPONENTS and inspections on any piece of control or monitoring equipment installed. defective material or workmanship. This shall include any specialized tool(s) required for monitoring, inspection A. Machine: AC gearless machine, with permanent magnet synchronous motor, and/or maintenance where the means of suspension other than 1.08 MAINTENANCE SERVICE direct current electro-mechanical disc brakes and integral traction drive sheave, conventional wire ropes are furnished and installed by the Elevator mounted to the car guide rail at the top of the hoistway. Contractor. Any and all such tool(s) shall become property of the Owner. A. The elevator manufacturer shall provide maintenance service consisting of Any diagnostic tool provided to the Owner by the Elevator Contractor shall regular examinations and adjustments of the elevator equipment for a period of B. Governor: Friction type over -speed governor rated for the duty of the elevator be configured to perform all levels of diagnostics, systems adjustment and [3] [6] [9] [12] months after date of substantial completion. Replacement parts specified. parametric software changes which are available to the Elevator Contractor. shall be produced by the original equipment manufacturer. I U C C O N i a) C Q a) c as 0 0 aa) E 0 a; 0 CV R) IZ O U n v Drummey Rosone Anderson, Inc. 225 Oakland Road, Suite 205 South Windsor, CT 06042 860.644.8300 info@draws.com Plonnina I Architecture I Interior Desion W (11 w Z n V Q J J H Z O H Q W W I- U > W V � �O U) p) zz M CM I,,- ~ O U7 .•�`oF �CONNro H�.``°•`�'� Q ECG! u 10 Oc o'_ va ..SEN� A��,�, PERMIT SET PROJECT NORTH ELEVATOR SPECIFICATION Scale: N/A Job No.: 19004.00 Drawn By: DRA A7 Date: 06/15/2020 C. Buffers, Car and Counterweight: Polyurethane buffer. 5. Handrail: h. Pre-programmed integrated ADA phone (complete description of krms D. Hoistway Operating Devices: a. [Rails to be located on back wall of car enclosure. features included as standard) 1. Emergency stop switch in the pit 6. Flooring: By others. (Not to exceed 2sgft and 1/2"finished depth.) i. Help Button/Communicator. Activation of help button will initiate two-way communication between car and a location inside the building, switching 2. Terminal stopping switches. 7. Threshold: Aluminum over to alternate location if call is unanswered, where personnel are available to take the appropriate action. Visual indicators are provided 3. Emergency stop switch on the machine E. Emergency Car Signals for call initiation and call acknowledgement. E. Positioning System: System consisting of magnets and proximity switches. 1. Emergency Siren: Siren mounted on top of cab that is activated when the alarm button in the car operating panel is engaged. Siren shall have rated sound B. Hall Fixtures: Wall mounted hall fixtures shall be provided with necessary push F. Guide Rails and Attachments: Steel rails with brackets and fasteners. pressure level of 80 dB(A) at a distance of three feet from device. Siren shall buttons and key switches for elevator operation. Wall mounted hall fixtures shall respond with a delay of not more than one second after activation of alarm button. have a brushed stainless steel finish 2.03 EQUIPMENT: HOISTWAY ENTRANCES 2. Emergency Car Lighting: Provide emergency power unit employing a 12-volt 1. Hall fixtures shall feature round, mechanical, buttons in applied mount face sealed rechargeable battery and totally static circuits shall illuminate the elevator frame. Hall fixtures shall correspond to options available from that landing. A. Hoistway Entrances car and provide current to the alarm bell in the event of building power failure. Buttons shall be in a vertically mounted fixture. Hall fixtures shall not be jamb - mounted. Hall lanterns shall feature [amber] [blue] [white] illumination. 1. Sills: extruded. 3. Emergency Exit Contact: An electrical contact shall be provided on the car -top exit. C. Hall Lanterns and Chime: A [vandal resistant] directional lantern visible from the 2. Doors: Hollow metal construction with vertical internal channel corridor shall be provided at each hall entrance. When the car stops and the reinforcements. 4. Ventilation: Fan. doors are opening, the lantern shall indicate the direction in which the car is to travel and a chime will sound. The chime will sound once for up and twice for 3. Fire Rating: Entrance and doors shall be UL fire -rated for 1-1/2 hour. 2.02 EQUIPMENT: SIGNAL DEVICES AND FIXTURES down. [The car riding lantern face plate shall have a Scottish Quad Textured Steel finish] 4. Entrance Finish: Baked enamel A. Car Operating Panel: Provide [vandal resistant] car operating panel with all push buttons, key switches, and message indicators for elevator operation. [Fixture finish to 5. Entrance Markings Jamb Plates: Provide standard entrance jamb tactile be: [Scottish Quad] [Textured Stainless Steel.] 2.03 EQUIPMENT: ELEVATOR OPERATION AND CONTROLLER markings on both jambs, at all floors. Plate Mounting: Refer to manufacturer drawings. 1. Flush mounted car operating panel shall contain a bank of round, A. Elevator Operation mechanical, illuminated buttons marked to correspond to landings served, 2.04 EQUIPMENT: CAR COMPONENTS emergency call button, door open button, door close button, and key switches for lights, inspection, and exhaust fan. Buttons have [amber] [blue] 1. Simplex Collective Operation: Using amicroprocessor-based controller, A. Car Frame: Provide car frame with adequate bracing to support the platform and [white] illumination (halo). All buttons to have raised text and Braille marking operation shall be automatic by means of the car and hall buttons. If all calls car enclosure. on left hand side. The car operating display panel shall be [amber] [blue] in the system have been answered, the car shall park at the last landing [white] DOT -matrix. All texts, when illuminated, shall be [amber] [blue] served. B. Platform: Platform shall be all steel construction. [white]. The car operating panel shall have a [brushed stainless steel finish] [Scottish Quad Textured Stainless Steel finish]. C. Car Guides: Provide guide -shoes mounted to top and bottom of both car and B. Standard Operating Features to include: counterweight frame. Each guide -shoe assembly shall be arranged to maintain 2. Additional features of car operating panel shall include: constant contact on the rail surfaces. Provide retainers in areas with Seismic 1. Full Collective Operation design requirements. a. Car Position Indicator within operating panel [amber] [blue] [white]. 2. Fan and Light Control. D. Steel Cab Finish: Laminate Series b. Elevator Data Plate marked with elevator capacity and car number on car top. 3. Load Weighing Bypass. 1. Car Front Finish: Brushed stainless steel. c. Help buttons with raised markings. 4. Ascending Car Uncontrolled Movement Protection 2. Car Door Finish: Brushed stainless steel. d. In car stop switch per local code. 5. Top of Car Inspection Station. 3. Ceiling: e. Firefighter's hat. C. Additional Operating Features to include: a. Standard Translucent Panels - LF-1: Polygal Translucent three panel f. Firefighter's Phase II Key -switch. 1. Independent Service suspended ceiling with T-5 Fluorescent lighting and Brushed Aluminum frame. g. Call Cancel Button. 2. Hoistway Access Bottom Landing B. The door operator shall be arranged so that, in case of interruption or failure of 3.07 PREPARATION 3. Hoistway Access Top Landing electric power, the doors can be readily opened by hand from within the car, in accordance with applicable code. Emergency devices and keys for opening A. Coordinate installation of anchors, bearing plates, brackets and other related 4. Car Secure Access. doors from the landing shall be provided as required by local code. accessories. 5. Provision for Card Reader in Car (Card Reader provided and Installed by C. Doors shall open automatically when the car has arrived at or is leveling at the � 3.08 INSTALLATION others) respective landings. Doors shall close after a predetermined time interval or immediately upon pressing of a car button. A door open button shall be provided A. Install equipment, guides, controls, car and accessories in accordance with 6. Emergency Hospital Service. in the car. Momentary pressing of this button shall reopen the doors and reset manufacturer installation methods and recommended practices. the time interval. 7. Provide provisions for coaxial cable for CCTV. CCTV by others. B. Properly locate guide rails and related supports at locations in accordance with D. Door hangers and tracks shall be provided for each car and hoistway door. manufacturer's recommendations and approved shop drawings. Anchor to 8. Intercom Provisions Tracks shall be contoured to match the hanger sheaves. The hangers shall be building structure using isolation system to minimize transmission of vibration to designed for power operation with provisions for vertical and lateral adjustment. structure. 9. Emergency Battery Power Supply Hanger sheaves shall have polyurethane tires and pre -lubricated sealed -for -life bearings. C. All hoistway frames shall be securely fastened to fixing angles mounted in the a. When the main line power is lost for longer than 5 seconds the hoistway. Coordinate installation of sills and frames with other trades. emergency battery power supply provides power automatically to the E. Electronic Door Safety Device. The elevator car shall be equipped with an elevator controller. The elevator will rise or lower to the first available electronic protective device extending the full height of the car. When activated, D. Lubricate operating system components in accordance with manufacturer landing, open the doors, and shut down. The elevator will return to this sensor shall prevent the doors from closing or cause them to stop and recommendations. service upon the return of normal main line power. An auxiliary contact reopen if they are in the process of closing. The doors shall remain open as long on the main line disconnect and shunt trip breaker (if used) will be as the flow of traffic continues and shall close shortly after the last person E. Perform final adjustments, and necessary service prior to substantial completion. provided by others. passes through the door opening. 3.09 CONSTRUCTION D. Elevator Control System for Inspections and Emergency PART 3 EXECUTION A. Interface with Other Work: 1. Provide devices within controller to run the elevator in inspection operation. 3.06 EXAMINATION 1. Guide rail brackets attached to steel shall be installed prior to application of 2. Provide devices on car top to run the elevator in inspection operation. A. Field measure and examine substrates, supports, and other conditions under fireproofing. which elevator work is to be performed. 3. Provide within controller an emergency stop switch to disconnect power 2. Coordinate construction of entrance walls with installation of door frames from the brake and prevents motor from running. B. Do not proceed with work until unsatisfactory conditions are corrected. and sills. Maintain front wall opening until elevator equipment has been installed. 4. Provide the means from the controller to mechanically lift and control the C. Prior to start of Work, verify hoistway is in accordance with shop drawings. elevator brake to safely bring car to nearest available landing when power is Dimensional tolerance of hoistway from shop drawings: -0 inches +2 inches. Do a. Ensure adequate support for entrance attachment points at all landings. interrupted. not begin work of this section until dimensions are within tolerances. b. Coordinate wall openings for hall push buttons, signal fixtures and 5. Provide the means from the controller to reset the governor over speed D. Prior to start of Work, verify projections greater then 2 inches (4 inches if ASME sleeves. Each elevator requires sleeves within the hoistway wall. switch and also trip the governor. A17.1/CSA B44 2000 applies) must be beveled not less then 75 degrees from horizontal. c. Coordinate emergency power transfer switch and power change 6. Provide the means from the controller to reset the emergency brake when pending signals as required for termination at the primary elevator signal set because of an unintended car movement or ascending car over speed. E. Prior to start of Work, verify landings have been prepared for entrance sill control cabinet in each group. installation. Traditional sill angle or concrete sill support shall not be required. 7. Provide the means for the control to reset elevator earthquake operation. d. Coordinate interface of elevators and fire alarm system. F. Prior to start of Work, verify elevator pit has been constructed in accordance with 2.07 EQUIPMENT: DOOR OPERATOR AND CONTROL requirements, is dry and reinforced to sustain vertical forces, as indicated in e. Coordinate interface of dedicated telephone line. approved submittal. Verify that sumps or sump pumps located within pit will not A. Door Operator: A closed loop permanent magnet VWF high-performance door interfere with installed elevator equipment. SPECIFIER NOTE: Include the following articles if specifying KONE EcoSpace traction operator shall be provided to open and close the car and hoistway doors elevator with integrated control location. Delete articles if not required. simultaneously. Door movement shall be cushioned at both limits of travel. G. Prior to start of Work, verify control space has been constructed in accordance Electro-mechanical interlock shall be provided at each hoistway entrance to with requirements, with access coordinated with elevator shop drawings, f. Coordinate the installation of the non fused three phase permanent prevent operation of the elevator unless all doors are closed and locked. An including Sleeves and penetrations. power disconnect in hoist way at top landing electric contact shall be provided on the carat each car entrance to prevent the operation of the elevator unless the car door is closed. H. Verify installation of GFCI protected 20-amp in pit and adjacent to each signal 3.10 TESTING AND INSPECTIONS control cabinet in control space. Planning Drummey Rosane Anderson, Inc. 225 Oakland Road, Suite 205 South Windsor, CT 06042 860.644.8300 info@draws.com I Architecture I Interior Design R LL U. O J H Z W U 2 H O J J W O 0 Z 2 H O Z O a J J H Z O F- Q W J W > I- w� U V �O � o zz Q� N M � M I-- �O Cn PERMIT SET 0 N 11 141.1 PROJECT NORTH ELEVATOR SPECIFICATION Scale: N/A Job No.: 19004.00 Drawn By: BRA A8 Date: 06/15/2020 A. Perform recommended and required testing in accordance with authority having Sections jurisdiction. 1. Section 033000 -CAST-IN-PLACE CONCRETE: B. Obtain required permits and provide originals to Owner's Representative. SECTION 055000 a. Lintels, sleeves, anchors, inserts, plates and similar items. 3.11 DEMONSTRATION METAL 2. Section 042000 -UNIT MASONRY: A. Prior to substantial completion, instruct Owner's Representative on the proper FABRICATIONS function and required daily maintenance of elevators. Instruct personnel on a. Lintels, miscellaneous metal and iron sleeves, anchors, inserts and plates to be emergency procedures. built into masonry walls. END OF SECTION C. Related Work: The following items are not included in this Section and are specified under the designated Sections: PART 1 -GENERAL 1. Section 051200 - STRUCTURAL STEEL FRAMING for structural steel items. 1.1 GENERAL PROVISIONS 2. Section 099000 - PAINTING AND COATING for field painting work of thissection. A. Attention is directed to the CONTRACT AND GENERAL CONDITIONS and all Sections within 1.3 PERFORMANCE REQUIREMENTS DIVISION 01 - GENERAL REQUIREMENTS which are hereby made a part of this Section of the Specifications. A. Delegated Design: Design ladders and miscellaneous framing and supports, including comprehensive engineering analysis by a qualified professional engineer, using performance 1.2 DESCRIPTION OF WORK requirements and design criteria indicated. A. Work Included: Provide labor, materials and equipment necessary to complete the work of this B. Structural Performance of Ladders: Provide ladders capable of withstanding the effects of loads Section, including but not limited to the following. Requirements for materials, hot -dip and stresses within limits and under conditions specified in ANSI A14.3. galvanizing, and shop -applied primers are included with each item asapplicable. C. Thermal Movements: Provide exterior metal fabrications that allow for thermal movements 1. Loose steel bearing and leveling plates, including bearing plates for steel joists, resulting from the following maximum change (range) in ambient and surface temperatures by galvanized at exterior locations and in exterior walls. preventing buckling, opening of joints, overstressing of components, failure of connections, and 2. Galvanized steel lintels with shop -applied primer at exterior locations. other detrimental effects. Base engineering calculation on surface temperatures of materials 3. Steel lintels with shop -applied zinc -rich primer at interior locations. due to both solar heat gain and nighttime -sky heat loss. 4. Galvanized shelf angles with shop applied primer at exterior locations. 5. Shelf angles with zinc -rich shop -applied primer at interior locations. 1. Temperature Change (Range): 120 deg F (67 deg C), ambient; 180 deg F (100 deg C), 6. Steel elevator machine beams. material surfaces. 7. Steel support angles for elevator door sills. 8. Cants in elevator hoistways made from sheet steel. 1.4 SUBMITTALS 9. Miscellaneous steel framing and supports: A. Product Data: For each product. a. Steel framing and supports with shop applied primer for operable partitions. b. Galvanized steel framing and supports for mechanical and electrical equipment. B. Shop Drawings: Show fabrication and installation details for metal fabrications. C. Steel framing and supports for applications where framing and supports are not specified in other Sections; galvanized at exterior locations and in exteriorwalls. 1. Include plans, elevations, sections, and details of metal fabrications and their d. Prefinished slotted steel channel supportframing. connections. Show anchorage and accessory items. e. Steel framing and supports with shop -applied primer forcountertops. 2. Provide templates for anchors and bolts specified for installation under otherSections. f. Steel framing and supports for toilet partitions. 3. Where fabrications are to receive sprayed -on fireproofing, include statement that primer is compatible with fireproofing proposed for use. 10. Ladders: C. Delegated -Design Submittal: For installed products indicated to comply with performance a. Steel elevator pit ladders. requirements and design criteria, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation. 11. Miscellaneous steel trim including steel angle corner guards, steel edgings, and loading - dock edge angles, galvanized at exterior locations and in exteriorwalls. D. Welding certificates. 12. Elevator sump pit cover. E. Qualification Data: For professional engineer. B. Items To Be Furnished Only: Furnish the following items for installation by the designated 1.5 QUALITYASSURANCE METAL FABRICATIONS METAL FABRICATIONS 055000 - 1 055000 - 2 not less than 25 percent. 1. Provide interior, field -applied primer with a VOC content of 250 g/L orless. A. Engineering Responsibility: Preparation of Shop Drawings, design calculations, and other structural data by a qualified professional engineer. B. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M. D. Galvanizing Repair Paint: High -zinc -dust -content paint for regalvanizing welds in steel, complying with SSPC-Paint20. B. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice C. Slotted Channel Framing: Cold -formed metal channels with continuous slot complying with in the jurisdiction where Project is located and who is experienced in providing engineering MFMA-4. 1. Provide interior, field -applied primer with a VOC content of 250 g/L orless. services of the kind indicated. Engineering services are defined as those performed for installations of metal fabrications that are similar to those indicated for this Project in material, 1. Basis of Design: Unistrut Corp. E. Isolation Coating (Bituminous Paint): ASTM D 1187, cold -applied asphalt emulsion, VOC design, and extent. compliant, compounded for 15-mil dry film thickness per coat. Provide inert -type noncorrosive compound free; of asbestos fibers, sulfur components, and other deleterious impurities. C. Welding: Qualify procedures and personnel according to thefollowing: 2.2 FASTENERS F. Nonshrink, Nonmetallic Grout: Factory -packaged, nonstaining, noncorrosive, nongaseous grout 1. AWS D1.1, "Structural Welding Code --Steel." A. General: Unless otherwise indicated, provide Type 316 stainless -steel fasteners for exterior complying with ASTM C 1107. Provide grout specifically recommended by manufacturer for 2. AWS D1.2, "Structural Welding Code --Aluminum." use and zinc -plated fasteners with coating complying with ASTM B 633, Class Fe/Zn 5, at interior and exterior applications. 3. AWS D1.3, "Structural Welding Cod e--SheetSteel." exterior walls. Provide stainless -steel fasteners for fastening aluminum. Select fasteners for 4. AWS D1.6, "Structural Welding Code --Stainless Steel." type, grade, and class required. 1. Basis of Design: Sika; SikaGrout212. 2. VOC Content: 0 g/L. B. Anchor Bolts: ASTM F 1554, Grade 36. Provide hot -dip or mechanically deposited, zinc -coated D. Metal Surfaces, General: Provide materials with smooth, flat surfaces, unless otherwise anchor bolts where item being fastened is indicated to be galvanized. 2.4 FABRICATION, GENERAL indicated. For metal fabrications exposed to view in the completed Work, provide materials without seam marks, roller marks, rolled trade names, or blemishes. C. Cast -in -Place Anchors in Concrete: Anchors capable of sustaining, without failure, a load equal A. Shop Assembly: Preassemble items in the shop to greatest extent possible. Disassemble units to four times the load imposed, as determined by testing according to ASTM E 488, conducted only as necessary for shipping and handling limitations. Use connections that maintain 1.6 PROJECT CONDITIONS by a qualified independent testing agency. structural value of joined pieces. Clearly mark units for reassembly and coordinated installation. A. Field Measurements: Verify actual locations of walls and other construction contiguous with 1. Threaded or wedge type; galvanized ferrous castings, either ASTM A 47/A 47M B. Cut, drill, and punch metals cleanly and accurately. Remove burrs and ease edges to a radius metal fabrications by field measurements before fabrication and indicate measurements on malleable iron or ASTM A 27/A 27M cast steel. Provide bolts, washers, and shims as of approximately 1/32 inch, unless otherwise indicated. Remove sharp or rough areas on Shop Drawings. needed, hot -dip galvanized per ASTM A 153/A 153M. exposed surfaces. 1. Established Dimensions: Where field measurements cannot be made without delaying D. Expansion Anchors: Anchor bolt and sleeve assembly with capability to sustain, without failure, C. Form bent -metal corners to smallest radius possible without causing grain separation or the Work, establish dimensions and proceed with fabricating metal fabrications without a load equal to six times the load imposed when installed in unit masonry and four times the otherwise impairing work. field measurements. Coordinate wall and other contiguous construction to ensure that load imposed when installed in concrete, as determined by testing according to ASTM E 488, actual dimensions correspond to established dimensions. conducted by a qualified independent testing agency. Anchors shall have an ICC-ES report D. Form exposed work true to line and level with accurate angles and surfaces and straightedges. 2. Provide allowance for trimming and fitting at site. with approval for use in cracked concrete. E. Weld corners and seams continuously to comply with thefollowing: 1.7 COORDINATION 1. Acceptable Manufacturers: Kwik-Bolt TZ by Hilti, Inc., TruBolt Wedge Anchor by ITW Red Head, Power -Stud+ by Powers Fasteners, or Strong Bolt by Simpson. A. Coordinate selection of shop primers with topcoats to be applied over them. Comply with paint 1. Use materials and methods that minimize distortion and develop strength and corrosion and coating manufacturers' written recommendations to ensure that shop primers and topcoats resistance of base metals. are compatible with one another. E. Slotted -Channel Inserts: Cold -formed, hot -dip galvanized -steel box channels (struts) complying 2. Obtain fusion without undercut oroverlap. with MFMA-4, 1-5/8 by 7/8 inches by length indicated with anchor straps or studs not less than 3. Remove welding flux immediately. B. Coordinate installation of anchorages for metal fabrications. Furnish setting drawings, 3 inches long at not more than 8 inches o.c. Provide with temporary filler and tee -head bolts, 4. At exposed connections, finish exposed welds and surfaces smooth and blended so no templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor complete with washers and nuts, all zinc -plated to comply with ASTM B 633, Class Fe/Zn 5, as roughness shows after finishing and contour of welded surface matches that of adjacent bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver needed for fastening to inserts. surface. such items to Project site in time for installation. 2.3 MISCELLANEOUS MATERIALS F. Form exposed) connections with hairline joints, flush and smooth, using concealed fasteners C. Coordinate installation of steel weld plates and angles for casting into concrete that are where possible. Where exposed fasteners are required, use Phillips flat -head (countersunk) specified in this Section but required for work of another Section. Deliver such items to Project A. Welding Rods and Bare Electrodes: Select according to AWS specifications for metal alloy screws or bolts, unless otherwise indicated. Locate joints where least conspicuous. site in time for installation. welded. G. Fabricate seams and other connections that will be exposed to weather in a manner to exclude B. Universal Shop Primer: Fast -curing, lead- and chromate -free, universal modified -alkyd primer water. Provide; weep holes where water mayaccumulate. PART 2 - PRODUCTS complying with MPI#79. Use primer containing pigments that make it easily distinguishable from zinc -rich primer. H. Cut, reinforce, drill, and tap metal fabrications as indicated to receive finish hardware, screws, 2.1 FERROUS METALS and similar items. C. Zinc -Rich Primer: Complying with SSPC-Paint 20 or SSPC-Paint 29 and compatible with A. Recycled Content of Steel Products: Provide products with average recycled content of steel topcoat. 1. Provide for anchorage of type indicated; coordinate with supporting structure. Space anchoring products so postconsumer recycled content plus one-half of preconsumer recycled content is devices to secure metal fabrications rigidly in place and to support indicated loads. METAL FABRICATIONS METAL FABRICATIONS METAL FABRICATIONS 055000 - 3 055000 - 4 055000 - 5 2 i a) C Q (D c M W O a) E L aS 0 N 0 a O Drummey RosGne Anderson, Inc. 225 Oakland Road, Suite 205 South Windsor, CT 06042 860.644.8300 info@drows.com Planning I Architecture I Interior Design W V LL LL 0 J H Z O Z W I- V J U JC>H H O W11' U) pro �o O _z Z JWM Q �_ �a �o O� � W J � W Z LZ r D 0 U) PERMIT SET PROJECT NORTH ELEVATOR & MISC METALS SPECIFICATION Scale: N/A Job No.: 19004.00 Drawn By: DRA qg Date: 06/15/2020 3. Support each ladder at top and bottom and not more than 60 inches o.c. with welded or 2.14 HOT -DIP GALVANIZING 2.5 LOOSE BEARING AND LEVELING PLATES bolted brackets, made from same metal as ladder. 4. Provide nonslip surfaces on top of each rung, either by coating rung with aluminum -oxide A. Hot -Dip Galvanizing: For steel exposed to the elements, weather or corrosive environments A. Provide loose bearing and leveling plates for steel items bearing on masonry or concrete granules set in epoxy -resin adhesive or by using a type of manufactured rung filled with and other steel indicated to be galvanized, provide coating for iron and steel fabrications construction. Drill plates to receive anchor bolts and forgrouting. aluminum -oxide grout. applied by the hot -dip process. 2.6 LOOSE STEEL LINTELS 2.10 STEEL WELD PLATES AND ANGLES 1. Basis -of -Design: Duragaly by Duncan Galvanizing. A. Fabricate loose steel lintels from steel angles and shapes of size indicated for openings and A. Provide steel weld plates and angles not specified in other Sections, for items supported from 2. Comply with ASTM A 123 for fabricated products and ASTM A 153 for hardware. recesses in masonry walls and partitions at locations indicated. Weld adjoining members concrete construction as needed to complete the Work. Provide each unit with not less than 3. Provide thickness of galvanizing specified in referenced standards. together to form a single unit where indicated. two integrally welded steel strap anchors for embedding in concrete. 4. Galvanizing bath shall contain special high grade zinc and other earthly materials. 5. Fill vent holes after galvanizing, if applicable, and grind smooth. B. Size loose lintels to provide bearing length at each side of openings equal to 1/12 of clear span 2.11 MISCELLANEOUS STEELTRIM but not less than 8 inches, unless otherwise indicated. 2.15 HOT -DIP GALVANIZING AND FACTORY -APPLIED PRIMER A. Unless otherwise indicated, fabricate units from steel shapes, plates, and bars of profiles shown 2.7 SHELF ANGLES with continuously welded joints and smooth exposed edges. Miter corners and use concealed A. Hot -Dip Galvanizing: For steel exposed to the elements, weather or corrosive environments field splices where possible. and other steel indicated to be galvanized, provide coating for iron and steel fabrications A. A. r_,__:__�_ _,__,r ___,__ r__.v _.__, ___,__ _r _:-__ :_�:__a_� Fabricate shelf angles IrUln sleet "dn(J.les UL sizes InUlcaled anU IUr aLLUUhment IO concrete �nnliarl by+ha hn4_Ain nrnnacc _r •"� "�� "'N N"" "' framing. Provide horizontally slotted holes to receive 3/4-inchbolts, spaced not more than 6 B. Provide cutouts, fittings, and anchorages as needed to coordinate assembly and installation inches from ends and 24 inches o.c., unless otherwise indicated. with other work. 1. Basis -of -Design: Duragalv by Duncan Galvanizing. 2. Comply, with ASTM A 123 for fabricated products and ASTM A 153 for hardware. 1. Provide mitered and welded units at corners. 3. Provide! thickness of galvanizing specified in referenced standards. 2. Provide open joints in shelf angles at expansion and control joints. Make open joint 1. Provide with integrally welded steel strap anchors for embedding in concrete or masonry 4. Galvanizing bath shall contain special high grade zinc and other earthly materials. approximately 2 inches larger than expansion or control joint. construction. 5. Fill vent holes after galvanizing, if applicable, and grind smooth. B. For cavity walls, provide vertical channel brackets to support angles from backup masonry and B. Factory -Applied Primer over Galvanized Steel: Provide factory -applied prime coat, certified concrete. 2.12 FINISHES, GENERAL OTC/VOC compliant less than 2.8 Ibs/gal. and conforming to EPA and local requirements. Apply primer within 12 hours after galvanizing at the same galvanizer's plant in a controlled C. Furnish wedge -type concrete inserts, complete with fasteners, to attach shelf angles to cast -in- A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for environment meeting applicable environmental regulations and as recommended by the primer P lace concrete. recommendations for applying and designating finishes. coating manufacturer. Primer coat shall exhibit a rugosity (smoothness) not greater than 4 rug Fin-gn mirrnnc of varinfinnl Whan manciirar•I by n nrnfilnmafar n„ar n 1 inch efrainht line nn +ha \ .- -- ..,,-, 0.- .., ...,,,...,..,,1 ...1-1. .,.-u-w,. - -I u N. ..,,,..,,,�. �.., ....., u . .,,�„ .,., u,y,.a ,,, - .„v surface of architectural and structural elements that are less than 24 pounds per running foot. B. Finish metal fabrications after assembly. Profilometer shall be capable of operating in 1 micron increments. Blast cleaning of the surface 2.8 MISCELLANEOUS FRAMING AND SUPPORTS is unacceptable for surface preparation. Primer shall have a minimum two year re -coat window 2.13 STEEL PRIMERS AND FINISHES for application of finish coat. Coatings must meet or exceed the following performance criteria A. General: Provide steel framing and supports not specified in other Sections as needed to as stipulated by the coatings manufacturer: complete the Work. A. Preparation for Shop Priming: Prepare uncoated ferrous -metal surfaces to comply with minimum requirements indicated below for SSPC surface preparation specifications and 1. Basis -of -Design: Primergalv by Duncan Galvanizing. B. Fabricate units from steel shapes, plates, and bars of welded construction, unless otherwise ! environmental exposure conditions of installed metal fabrications: 2. Abrasion Resistance: ASTM D 4060 (CS17 Wheel, 1,000 grams load).1kg load, 200 mg indicated. Fabricate to sizes, shapes, and profiles indicated and as necessary to receive loss. adjacent construction retained by framing and supports. Cut, drill, and tap units to receive 1. Exteriors (SSPC Zone 1B) and Items Indicated to Receive Zinc -Rich Urethane Primer: 3. Adhesion: ASTM D4541, 1050 psi. hardware, hangers, and similar items. SSPC-SP 6/NACE No. 3, "Commercial Blast Cleaning." 4. Corrosion Weathering: ASTM D5894, 13 cycles, 4,368 hours; rating 10 per ASTM D714 2. Interiors (SSPC Zone 1A): SSPC-SP 7, "Brush Off Blast Cleaning." I for blistering and rating 7 per ASTM D610 for rusting. 1. Fabricate units from slotted channel framing where indicated. 3. Apply shop primer to uncoated surfaces of metal fabrications, except those with 5. Direct Impact Resistance: ASTM D2794, 160 in. lbs. 2. Furnish inserts if units are installed after concrete is placed. galvanized finishes and those to be field welded, embedded in concrete or masonry, 6. Flexibility: Method: ASTM D522, 180 degree bend, 1 inch mandrel, passes. unless otherwise indicated. Extend priming of partially embedded members to a depth of 7. Pencil Hardness: ASTM D3363, 3B. C. Fabricate supports for operable partitions from continuous steel beams of sizes indicated with 2 inches. 8. Moisture Condensation Resistance: ASTM D4585, 100 degrees F, 2000 hours; passes, attached bearing plates, anchors, and braces as indicated. Drill bottom flanges of beams to 4. Comply with SSPC-PA 1, "Paint Application Specification No. 1: Shop, Field, and no cracking or delamination. receive partition track hanger rods; locate holes where indicated on operable partition Shop Maintenance Painting of Steel," for shop painting. 9. Dry Heat Resistance: Method: ASTM D2485. 250 dearees F. Drawings. 5. Comply with SSPC-PA 2, "Measurement of Dry Coating Thickness with magnetic Gages." 10. Warranty: Provide galvanizer's warranty that materials will be free from 10 percent or more visible rust for a period of 20 years. 2.9 METAL LADDERS B. Zinc -Rich Primer: Urethane zinc -rich primer compatible with topcoat Specified in Section 099000 - PAINTS AND COATINGS. 2.16 ALUMINUM FINISHES A. General: 1. Basis of Design: Tnemec; Series 394 PerimePrime. A. Finish designations prefixed by AA comply with the system established by the Aluminum 1. Comply with ANSI A14.3, unless otherwise indicated. 2. VOC Content: 340 g/L or less. Association for designating aluminum finishes. 2. For elevator pit ladders, comply with ASME A17.1. METAL FABRICATIONS METAL FABRICATIONS METAL FABRICATIONS 055000 - 6 055000 - 7 055000 - 8 otherwise indicated. B. As -Fabricated Finish: AA-M10 (Mechanical Finish: as fabricated, unspecified). 2. Pack grout solidly between bearing surfaces and plates to ensure that no voids remain. C. Class I, Clear Anodic Finish: AA-M12C22A41 (Mechanical Finish: nonspecular as fabricated; 3.3 INSTALLING MISCELLANEOUS FRAMING ANDSUPPORTS Chemical Finish: etched, medium matte; Anodic Coating: Architectural Class I, clear coating A. General: Install framing and supports to comply with requirements of items being supported, 0.018 mm or thicker) complying with AAMA 611. including manufacturers' written instructions and requirements indicated on Shop Drawings. B. Anchor supports for operable partitions securely to and rigidly brace from building structure. PART 3 - EXECUTION C. Support steel girders on solid grouted masonry, concrete, or steel pipe columns. Secure girders 3.1 INSTALLATION, GENERAL with anchor bolts embedded in grouted masonry or concrete or with bolts through top plates of pipe columns. A. Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required for installing metal fabrications. Set metal fabrications accurately in location, alignment, and elevation; with edges 1. Where grout space under bearing plates is indicated for girders supported on concrete or and surfaces level, plumb, true, and free of rack; and measured from established lines and masonry, install as specified in this Section. levels. D. Install pipe columns on concrete footings with grouted baseplates. Position and grout column B. Fit exposed connections accurately together to form hairline joints. Weld connections that are baseplates as specified in this Section. not to be left as exposed joints but cannot be shop welded because of shipping size limitations. Do not weld, cut, or abrade surfaces of exterior units that have been hot -dip galvanized after 1. Grout baseplates of columns supporting steel girders after girders are installed and fabrication and are for bolted or screwed field connections. leveled. C. Field Welding: Comply with the following requirements: 3.4 ADJUSTING AND CLEANING 1. Use materials and methods that minimize distortion and develop strength and corrosion A. Touchup Painting: Immediately after erection, clean field welds, bolted connections, and resistance of base metals. abraded areas. Paint uncoated and abraded areas with the same material as used for shop 2. Obtain fusion without undercut or overlap. painting to comply with SSPC-PA 1 for touching up shop -painted surfaces. 3. Remove welding flux immediately. 4. At exposed connections, finish exposed welds and surfaces smooth and blended so no 1. Apply by brush or spray to provide a minimum 2.0-mil dry film thickness. roughness shows after finishing and contour of welded surface matches that of adjacent surface. B. Touch -Up and Repair for Galvanized Surfaces: For damaged and field -welded metal coated surfaces, clean welds, bolted connections and abraded areas. D. Fastening to In -Place Construction: Provide anchorage devices and fasteners where metal fabrications are required to be fastened to in -place construction. Provide threaded fasteners for 1. For galvanized surfaces, apply organic zinc repair paint complying with requirements of use with concrete and masonry inserts, toggle bolts, through bolts, lag bolts, wood screws, and ASTM A 780, modified to 95 percent zinc in dry film. Galvanizing repair paint shall other connectors. have 95 percent zinc by weight, ZiRP by Duncan Galvanizing. Thickness of applied E. Provide temporary bracing or anchors in formwork for items that are to be built into concrete, galvanizing repair paint shall be not less than coating thickness required by ASTM A 123 masonry, or similar construction. or A 153 as applicable. Touch-up of galvanized surfaces with silver paint, brite paint, or aluminum paints is not acceptable. F. Corrosion Protection: Coat concealed surfaces of steel that will come into contact with grout, 2. For factory -applied finish coatings, field -touch-up shall be performed by factory approved concrete, masonry, wood, or dissimilar metals with a heavy coat of isolation coating. personnel. Touch-up shall be such that repair is not visible from a distance of 6feet. 3.2 INSTALLING BEARING AND LEVELING PLATES 3. A touch-up repair kit or touchup instructions shall be provided to the Owner for each type A. Clean concrete and masonry bearing surfaces of bond -reducing materials, and roughen to of factory -applied finish. improve bond to surfaces. Clean bottom surface of plates. B. Set bearing and leveling plates on wedges, shims, or leveling nuts. After bearing members END OF SECTION have been positioned and plumbed, tighten anchor bolts. Do not remove wedges or shims but, if protruding, cut off flush with edge of bearing plate before packing with grout. 1. Use nonshrink grout, either metallic or nonmetallic, in concealed locations where not exposed to moisture; use nonshrink, nonmetallic grout in exposed locations, unless METAL FABRICATIONS METAL FABRICATIONS 055000 - 9 055000 - 10 U C C O N L a) C Q a) c c>3 0 a) E L 0 N t 0 �L 0 U O Drummey Rosone Anderson, Inc. 225 Oakland Road, Suite 205 South Windsor, CT 06042 860.644.8300 info@drows.com Planning I Architecture I Interior Design R LL LL O J H Z W t� 2 H O J J W N G Z Z O F_ Q J J F_ C0 Z O H Q W J W > t- U V W � �O U) C) 0 O Z Z N 7- M � � �O U) eeee°�oF CON - 'A 0. ZED MAC .: °e PERMIT SET PROJECT NORTH MISC METALS SPECIFICATION Scale: N/A Job No.: 19004.00 Drawn By: DRA A10 Date: 06/15/2020 SECTION 09 10 20 - PLASTER RESTORATION PART 1 GENERAL 1.1 DESCRIPTION A. Work includes plaster repairs to correct water damaged plaster and plaster cornices, top -coat cracking and other damage to existing plaster walls and ceilings in two historic spaces in the original building. B. Related work specified elsewhere includes: 1. 09 2116 - Gypsum Board 2. 09 72 00 - Wallcovering 3. 09 9100 - Painting 1.2 REFERENCE STANDARDS A. United States Gypsum Company (USG): "Gypsum Construction Handbook". 1.3 SUBMITTALS A Submit rmmnlac and nrnrlllrt riata nr nar Cartinn n1:t:znn 1.4 QUALIFICATIONS A. Plasterer shall have a minimum of 10 years' experience in the repair and replacement of plaster surfaces and moldings as required for this project. 1.5 BIDDING REQUIREMENTS A. The work of this section applies to Reading Room 101 and Periodicals 100. The sub -contractor shall thoroughly inspect the plaster surfaces to determine the scope of work included in this section. Water leaks that have caused the defects have been repaired. Do not commence work until all reroofing work has been completed (see Alternates). In general, the defects to be repaired include the following: g 1. Repair of ceilings disturbed during construction. 1.6 PRODUCT HANDLING A. Coordinate delivery with installation to minimize storage periods at job site. Store materials in clean, dry locations until installed on job. 1.7 JOB CONDITIONS A. Maintain a uniform temperature in work areas in the range of 55 F to 70 F, both day and night, 24 hours before, during, and after completed gypsum panel and joint treatment application. PLASTER 09 21 13 -1 b. Manufacturer's Certification: Submit manufacturer's certification of product compliance with codes and standards along with product literature and data sheets for specified products. 2. Shop drawings: showing relationship to abutting construction and anchoring details. 3. Samples: for each products specified. 1.5 QUALITY ASSURANCE A. Contractor shall provide effective, full time quality control over all fabrication and erection complying with the pertinent codes and regulations of government agencies having jurisdiction. Conduct pre - installation meeting to verify project requirements, substrate conditions, and manufacturer's installation instructions. 1.6 DELIVERY, STORAGE AND HANDLING A. Notify manufacturer of damaged materials received prior to installation. B. Deliver materials in manufacturer's original, unopened, undamaged containers with identification labels intact. C. Protect cold -formed metal framing from corrosion, deformation, and other damage during delivery, storage, and handling as required by AISI's "Code of Standard Practice". PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Subject to compliance with the requirements specified herein, manufacturers offering products which may be incorporated in the work include the following: 1. Dietrich Industries, Inc., Pittsburgh PA. 2. Georgia Pacific Corporation, Gypsum Division, Atlanta GA. 3. Marino Industries Corp., South Plainfield NJ. 4. Or equal as approved by Architect. 2.2 PERFORMANCE REQUIREMENTS A. Fire -Test -Response Characteristics: For fire -resistance -rated assemblies that incorporate nonload- bearing steel framing, provide materials and construction identical to those tested in assembly indicated, according to ASTM E 119 by an independent testing agency. B. STC-Rated Assemblies: For STC-rated assemblies, provide materials and construction identical to those tested in assembly indicated, according to ASTM E 90 and classified according to ASTM E 413 by an independent testing agency. 2.3 FRAMING SYSTEMS A. Framing Members, General: Comply with ASTM C 754 for conditions indicated. 1. Steel Sheet Components: Comply with ASTM C 645 requirements for metal unless otherwise indicated. 2. Protective Coating: ASTM A 653/A 653M, G40 ,hot -dip galvanized unless otherwise indicated. B. Studs and Runners: ASTM C 645. Use either steel studs and runners or dimpled steel studs and runners. 1. Steel Studs and Runners: Ventilate spaces to eliminate excessive moisture during storage and application of plaster. Under slow drying conditions, allow extra drying time between coats of plaster. Avoid drafts during hot, dry weather to prevent too rapid drying of material. Protect adjacent surfaces against damage and stains. B. Maintain air in circulation at a minimum level during veneer plastering until the finish is dry. Close off work area- _- ..equi--J prte en-Li.-_-vidlee--- au walls areas as requireu preventing eviuence ai pataung worK mm�raung adjacent areas. Provide scaffolding and hoisting as required to execute work in proper manner. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Subject to compliance with requirements, provide products of one of following or equal. Product references are based on products of USG. 1. United States Gypsum Co., Chicago IL 60600 2. G-P Gypsum Corp, Atlanta GA 30348 3. National Gypsum Co., Charlotte, NC 28211 2.2 BONDING AGENT A. Plaster Bond, 2.3 LATH AND ACCESSORIES A. Expanded -Metal Lath: Fabricate expanded -metal lath from uncoated or zinc -coated (galvanized) steel sheet to produce lath complying with ASTM C 847 for type, configuration, and other characteristics indicated below, with uncoated steel sheet coated after fabrication into lath. 1. Diamond -Mesh Lath: Comply with the following requirements: a. Configuration: Flat. I. Weight: 3.4 lb/sq. yd. b. Paper Backing: Paper -backed diamond -mesh lath for use on exterior walls p g p , provide asphalt -impregnated paper factory bonded to back of lath. Comply with FS UU-13-790, Type I, Grade D (vapor permeable), Style 2. B. Metal Cornerbeads: Type as indicated below, fabricated from zinc -coated (galvanized) steel. 1. Type: Small nose with expanded flanges, unless otherwise indicated. C. Strip Reinforcement: Smooth -edge strips of expanded -metal lath fabricated from uncoated or zinc -coated (galvanized) steel sheet, with uncoated steel sheet coated after fabrication; in the following forms: 1. Cornerite: Strips bent lengthwise in center for internal plaster angles not otherwise reinforced by metal lath lapped or carried around. 2. Stripite: Flat strips for reinforcing joints in gypsum lath, nonmetallic bases, and between dissimilar plaster bases. PLASTER 09 21 13 - 2 a. Minimum Base -Metal Thickness: As indicated on Drawings b. Depth: As indicated on Drawings 2. Dimpled Steel Studs and Runners: a. Minimum Base -Metal Thickness: As indicated on Drawings b. Depth: As indicated on Drawings 3. C-H Shaft Wall Studs; a. Minimum Base -Metal Thickness: As indicated on Drawings b. Depth: As indicated on Drawings C. Slip -Type Head Joints: Where indicated, provide one of the following: 1. Single Long -Leg Runner System: ASTM C 645 top runner with 2-inch- deep flanges in thickness not less than indicated for studs, installed with studs friction fit into top runner and with continuous bridging located within 12 inches of the top of studs to provide lateral bracing. 2. Double -Runner System: ASTM C 645 top runners, inside runner with 2-inch- deep flanges in thickness not less than indicated for studs and fastened to studs, and outer runner sized to friction fit inside runner. 3. Deflection Track: Steel sheet top runner manufactured to prevent cracking of finishes applied to interior partition framing resulting from deflection of structure above; in thickness not less than indicated for studs and in width to accommodate depth of studs. a. Products: Subject to compliance with requirements, provide one of the following (Not Applicable) 1) Dietrich Metal Framing; SLP-TRK Slotted Deflection Track. 2) Superior Metal Trim; Superior Flex Track System (SFT). 3) Telling Industries; Vertical Slip Track. D. Firestop Tracks: Top runner manufactured to allow partition heads to expand and contract with movement of the structure while maintaining continuity of fire -resistance -rated assembly indicated; in thickness not less than indicated for studs and in width to accommodate depth of studs. 1. Products: Subject to compliance with requirements, provide one of the following: a. Fire Trak Corp.; Fire Trak System attached to studs with Fire Trak Posi Klip. b. Grace Construction Products; FlameSafe FlowTrak System. C. Metal-Lite, Inc.; The System. E. Hat -Shaped, Rigid Furring Channels: ASTM C 645. 1. Minimum Base -Metal Thickness: As indicated on Drawings 2. Depth: As indicated on Drawings. 3. Furring Channels for support of exterior siding: 16 gauge with yield strength of 33ksi F. Cold -Rolled Furring Channels: 0.053-inch uncoated -steel thickness, with minimum 1/2-inchwide flanges. 1. Depth: As indicated on Drawings 2. Furring Brackets: Adjustable, corrugated -edge type of steel sheet with minimum uncoated - steel thickness of 0.033 inch. 3. Tie Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.062-inch- diameter wire, or double strand of 0.048-inch- diameter wire. 2.4 AUXILIARY MATERIALS A. General: Provide auxiliary materials that comply with referenced installation standards. 1. Fasteners for Metal Framing: Of type, material, size, corrosion resistance, holding power, and other properties required to fasten steel members to substrates. NON-STRUCTURAL METAL FRAMING 09 2216 - 2 NON-STRUCTURAL METAL FRAMING 092216-3 D. Casing Beads: Square -edged style, with short or expanded flanges to suit kinds of plaster bases indicated; of the following material 1. Material: Zinc -coated (galvanized) steel. 2.4 BASE COAT PLASTER A. Redtop Wood Fiber Plaster with one CF sand per 100# plaster 1.5 FINISH COAT PLASTER A. Redtop Gauging Plaster or Redtop Finish Plaster with Regular Set. 2.7 PLASTER RETARDER A. Plaster Retarder 2.8 MOLD LATEX A. For duplication of cornice moldings if repairs cannot be accomplished. PART 3 EXECUTION 3.1 PROTECTION A. Project all surfaces including floors, woodwork, glazing and frames, and the bronze plaques from plaster and plaster dust. 3.2 PATCHING APPLICATIONS A. In accordance with manufacturer's instructions and approved procedures. Patching shall eliminate all evidence of previous damage. Following removal of damaged plaster, infill any openings with galvanized metal lath fully supported on existing framing. Provide additional supports as necessary. Pin edges of existing plaster by forcing material between plaster and lath to remain prior to infilling area. Follow lines and profile of existing ceiling and sand as necessary to achieve a uniform surface. Remove any loose or unsound material and apply bonding agent to existing surfaces to be re -plastered or skim coated. Re -secure loose pilaster by injection methods as directed by architect. 3.3 CRACK REPAIR A. Lightly tap plaster to verify if bond is secure. If sound, rake out cracks, apply bonding agent and fill joints with finish plaster. Sand to smooth level surface with remaining plaster. If finish plaster is not sound remove section and apply bonding agent, apply finish plaster to exposed area. Sand to a smooth level surface with remaining plaster. All work in accordance with plaster manufacturer's instructions. 3.4 CLEAN UP A. Remove all evidence of the plastering work from the two historic rooms and leave space ready for painting by Division 09. END OF SECTION 09 2113 PLASTER 09 21 13 - 3 PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas and substrates, with Installer present, and including welded hollow -metal frames, cast -in anchors, and structural framing, for compliance with requirements and other conditions affecting performance of the Work. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Suspended Assemblies: Coordinate installation of suspension systems with installation of overhead structure to ensure that inserts and other provisions for anchorages to building structure have been installed to receive hangers at spacing required to support the Work and that hangers will develop their full strength. 1. Furnish concrete inserts and other devices indicated to other trades for installation in advance of time needed for coordination and construction. 3.3 INSTALLATION, GENERAL A. Installation Standard: ASTM C 754. 1. Gypsum Board Assemblies: Also comply with requirements in ASTM C 840 that apply to framing installation. B. Install supplementary framing, and blocking to support fixtures, equipment services, heavy trim, grab bars, toilet accessories, furnishings, or similar construction. C. Install bracing at terminations in assemblies. D. Do not bridge building control and expansion joints with non -load -bearing steel framing members. Frame both sides of joints independently. 3.4 INSTALLING FRAMED ASSEMBLIES A. Install framing system components according to spacings indicated, but not greater than spacings required by referenced installation standards for assembly types. B. Install studs so flanges within framing system point in same direction. C. Install tracks (runners) at floors and overhead supports. Extend framing full height to structural supports or substrates above suspended ceilings except where partitions are indicated to terminate at suspended ceilings. Continue framing around ducts that penetrate partitions above ceiling. 1. Slip -Type Head Joints: Where framing extends to overhead structural supports, install to produce joints at tops of framing systems that prevent axial loading of finished assemblies. 2. Door Openings: Screw vertical studs at jambs to jamb anchor clips on door frames; install runner track section (for cripple studs) at head and secure to jamb studs. a. Install two studs at each jamb unless otherwise indicated. b. Install cripple studs at head adjacent to each jamb Stud, with a minimum 1/2-inch clearance from jamb stud to allow for installation of control joint in finished assembly. C. Extend jamb studs through suspended ceilings and attach to underside of overhead structure. NON-STRUCTURAL METAL FRAMING 09 2216 - 4 SECTION 09 22 16 - METAL FRAMING PART 1- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. B. Carefully review and examine all other Contract Documents for requirements therein affecting the work of this Section. Furthermore, coordinate and sequence the work of this Section with all other trades affected. 1.2 SUMMARY A. Furnish and install non -load -bearing steel framing systems for interior gypsum board assemblies with all pertinent accessories as indicated on Drawings and/or as specified in this Section, including but not limited to: i. Suspension metal Traming Tor Interior gypsum ceilings and soffits. ivon-load-bearing steel framing systems for interior partitions. B. Furnish and install furring channels to support cement siding and trim and designed to support wind loads on the siding material as indicated on drawing S1.0 and shown on chart "Components and rladdina rlacian Wind Pracci Ira." 1.3 RELATED WORK A. Examine Contract Documents for requirements that affect work of this Section. Other Specification Sections that directly relate to work of this Section include, but are not limited to: 1. Division 02 Section "Selective Demolition": for patching existing metal framing where required to support gypsum board and other finishes. 2. Division 06 Section "Mist. Rough Carpentry": for wood blocking, nailers. 3. Division 09 Section "Building Insulation": for thermal and acoustical batt insulation fit in- between metal framing. 4. Division 08 Section "Hollow Metal Doors and Frames": for hollow metal frames occurring in metal stud framed partitions. 5. Division 09 Section "Gypsum Boards": for gypsum boards applied over metal stud framing provided under this Section. 6. Division 09 Section "Metal Acoustical Ceiling Suspension System": for abutting suspended acoustical the ceiling, including metal suspension system. 7. Division 23 - HVAC: Supply and return air registers. 8. Division 26 - Electrical: Independent hangers for suspended lighting fixtures. 1.4 SUBMITTALS A. Prepare and submit under the provisions of Division 01 Section Submittal Procedures". 1. Product data: Manufacturer's product technical specifications, performance data, physical properties for each item furnished hereunder. a. Evaluation Reports: Submit evaluation reports certified under an independent third party inspection program administered by an agency accredited by IAS to ICC-ES AC98, IAS Accreditation Criteria for Inspection Agencies. NON-STRUCTURAL METAL FRAMING 09 22 16 -1 3. Other Framed Openings: Frame openings other than door openings the same as required for door openings unless otherwise indicated. Install framing below sills of openings to match framing required above door heads. 4. Fire -Resistance -Rated Partitions: Install framing to comply with fire -resistance -rated assembly indicated and support closures and to make partitions continuous from floor to underside of solid structure. a. Firestop Track: Where indicated, install to maintain continuity of fire -resistance -rated assembly indicated. 5. Sound -Rated Partitions: Install framing to comply with sound -rated assembly indicated. D. Direct Furring: 1. Attach to concrete or masonry with stub nails, screws designed for masonry attachment, or powder -driven fasteners spaced 24 inches o.c. E. Fasten furring channels through wall insulation into concrete masonry units with concrete screws. Pre -drill holes. Alternate screws to each side of furring channels. F. Installation Tolerance: Install each framing member so fastening surfaces vary not more than 1/8 inch from the plane formed by faces of adjacent framing. G. Fire -Resistance -Rated Assemblies: Wire tie furring channels to supports. H. Installation Tolerances: Install suspension systems that are level to within 1/8 inch in 12 feet measured lengthwise on each member that will receive finishes and transversely between parallel members that will receive finishes. END OF SECTION 09 22 16 NON-STRUCTURAL METAL FRAMING 09 2216 - 5 Co: Drummey Rosene Anderson, Inc. 225 Oakland Road, Suite 205 South Windsor, CT 06042 860.644.8300 info@drows.com Planning I Architecture I Interior Design W t1 U. `L 0 J 9Z Z V ♦W♦ F- V Q _ tip ..d �P- ♦ Q V 0 U) a� Z J tN W O o� � W J o W Z LZ r D ♦♦o V♦ °QF 1CONNF''' ` c' Hq ,,,s,46 iD t ARG��ee, PERMIT SET N (1) PROJECT NORTH I_ U W W Q U) Q ZZ Q M ~ ti r U U) MISC METALS SPECIFICATION Scale: N/A Job No.: 19004.00 Drawn By: DRA Al 1 Date: 06/15/2020 RAF ELECTRICAL SYMBOL LIST NOTE: ALL MOUNTING HEIGHTS GIVEN ARE TO CENTERLINE OF DEVICE UNLESS NOTED OTHERWISE. SYMBOL DESCRIPTION SYMBOL DESCRIPTION Q PENDANT MOUNTED LIGHT FIXTURE C-0 MSS EMERGENCY SWITCH - MOUNT AT 48" A.F.F. - M=MASTER - S=SLAVE ° PENDANT MOUNTED LIGHT FIXTURE E JUNCTION BOX O CEILING MOUNTED LIGHT FIXTURE EITC JUNCTION BOX WITH 120V POWER FOR TEMPERATURE CONTROLS f0 WALL MOUNTED LIGHT FIXTURE I-O JUNCTION BOX FOR CAN OUTLET WITH 1 1/4" CONDUIT TO CEILING 0 SURFACE MOUNTED LIGHT FIXTURE ® MOTOR 0 RECESSED DOWN LIGHT FIXTURE ❑j NON -FUSED DISCONNECT SWITCH RECESSED 2'X4' LIGHT FIXTURE FUSED DISCONNECT SWITCH z RECESSED 2'X2' LIGHT FIXTURE ® MAGNETIC MOTOR STARTER WALL MOUNTED FIXTURE COMBINATION DISCONNECT SWITCH/MAGNETIC MOTOR STARTER I -'-I LINEAR FIXTURE ' Ind SINGLE FACE EXIT SIGN WITH BATTERY AND DIRECTIONAL ARROWS UNIVERSAL MOUNT '- Rf DOUBLE FACE EXIT SIGN WITH BATTERY AND DIRECTIONAL ARROWS UNIVIVERSAL MOUNT CIRCUIT WIRING EMERGENCY BATTERY UNIT WITH TWO DIRECTIONAL HEADS BRANCH CIRCUIT FEEDER QD CftACD(_`CNrV DGhAnTG IA/GATWF=DDDnnC WITF-1 nnl IF21 G nIDFCTInAIAI wr_Ar)C li FI r-rTRIC01 rani inln FLEXIBLE EQUIPMENT CONNECTION S SINGLE POLE TOGGLE SWITCH FIXED/HARD -WIRED EQUIPMENT CONNECTION S3 THREE WAY TOGGLE SWITCH S4 FOUR WAY TOGGLE SWITCH TC TIMECLOCK SK SINGLE POLE KEYED TOGGLE SWITCH © CONTACTOR S3K THREE WAY KEYED TOGGLE SWITCH MOUNT I311 SECURITY SYSTEM CAMERA S4K FOUR WAY KEYED TOGGLE SWITCH MOUNT © SECURITY SYSTEM DOOR LOCK ST THERMAL OVERLOAD SWITCH - MOUNT AT FRACTIONAL HP MOTORS ® SECURITY SYSTEM MOTION SENSOR S, DIMMER SWITCH SECURITY SYSTEM CARD READER % PROJECTION SCREEN SWITCH �C SECURITY SYSTEM DOOR CONTACT SOC WALL MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR SWITCH KP SECURITY SYSTEM KEY PAD MD DOORBELL BUZZER/CHIME - MOUNT 7'-0" A.F.F. ®S FLOW SWITCH ® S CEILING MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR 0 TAMPER SWITCH C PHOTOCELL ®S PRESSURE SWITCH f' SO WALL MOUNTED SPEAKER E/G EMERGENCY ELECTRIC/GAS SHUTOFF PUSHBUTTON OPERATOR SO CEILING MOUNTED SPEAKER GROUNDED DUPLEX RECEPTACLE IC INTERCOM STATION =@A GROUNDED DUPLEX RECEPTACLE - MOUNT ABOVE COUNTER OR BACKSPLASH 42" A.F.F. COMBINATION SPEAKER/CLOCK =@C GROUNDED DUPLEX RECEPTACLE - MOUNT AT CEILING CLOCK GFI GROUNDED DUPLEX GFI RECEPTACLE =0 WP GROUNDED DUPLEX GFI RECEPTACLE "WEATHERPROOF WHILE IN -USE" COVER =@S GROUNDED DUPLEX RECEPTACLE - STUB UP TO 24" A.F.F. ON 1" (MIN) RGS CONDUIT GPM VERTICAL PLUGMOLD WITH OUTLETS AT 12" O.C. - 5' LONG BMW GROUNDED GFI DUPLEX RECEPTACLE DEDICATED FOR MICROWAVE OVEN - VERIFY EXAC MOUNTING LOCATION GROUNDED DOUBLE DUPLEX RECEPTACLE GROUNDED 240V RECEPTACLE =@USB GROUNDED GFI DUPLEX RECEPTACLE WITH INTERGRAL USB CHARGING PORT -e GROUNDED SIMPLEX RECEPTACLE Fe SPECIAL PURPOSE RECEPTACLE - MATCH NEMA CONFIGURATION OF EQUIPMENT SERVED ® FLOOR MOUNTED DEVICES AS LISTED ABOVE RECESSED MOUNTED PANELBOARD SURFACE MOUNTED PANELBOARD PP COMBINATION POWER/TEUDATA POLE TELEPHONE/DATA OUTLETS WAP WIRELESS ACCESS POINT (WAP - WIRLESS ACCESS POINT) INCLUDE CAT 5e CABLE ELECTRICAL LEGEND NOTES: 1. ALL SYMBOLS MAY NOT BE USED. © MANUAL FIRE ALARM PULL STATION - MOUNT AT 48" A.F.F. © HEAT DETECTOR ABBREVIATIONS ©200° HEAT DETECTOR 200° 0 AREA SMOKE DETECTOR A AMPERE KW KILOWATT O DUCT SMOKE DETECTOR AFF ABOVE FINISHED FLOOR MAU MAKE-UP AIR UNIT OCO AREA COMBINATION SMOKE AND CARBON MONOXIDE DETECTOR AFG ABOVE FINISHED GRADE NL NIGHT LIGHT OF ELEVATOR RETURN SMOKE DETECTOR AM ARC FAULT CIRCUIT INTERRUPTER NLE NEW LOCATION OF EXISTING 0 FIRE ALARM CARBON MONOXIDE DETECTOR AHU AIR HANDLING UNIT OHD OVERHEAD DOOR ELECTRIC OPERATOR ®RTS FIRE ALARM REMOTE TEST SWITCH C CONDUIT P POLE ® MAGNETIC DOOR HOLDER CB CIRCUIT BREAKER PE PRIMARY ELECTRIC SERVICE FIRE ALARM VISUAL ONLY INDICATING UNIT - MOUNT AT 6-6" A.F.F. CKT CIRCUIT PH or 0 PHASE FIRE ALARM SPEAKER/VISUAL INDICATING UNIT - MOUNT AT 6-6" A.F.F. CUH CABINET UNIT HEATER PNL PANEL ® LIGHTING CONTROL RELAY DAC DOOR ACCESS CONTROLLER PVC POLYVINYL CHLORIDE CONDUIT OAOM FIRE ALARM ADDRESSABLE OUTPUT MODULE EBB ELECTRIC BASEBOARD RAP REMOTE ANNUNCIATOR PANEL OAIM FIRE ALARM ADDRESSABLE INPUT MODULE EBU EMERGENCY BATTERY UNIT RF REFURBISHED LIGHT FIXTURE SVC SPEAKER VOLUME CONTROL EF EXHAUST FAN RGS RIGID GALVANIZED STEEL CONDUIT ® FIRE ALARM CONTROL PANEL EM EMERGENCY POWERED RLE RELOCATE EXISTING FAA FIRE ALARM REMOTE ANNUNCIATOR PANEL EMT ELECTRICAL METALLIC TUBING MP HAZARDOUS GAS MONITOR PANEL FURNISHED BY DIV. 25, WIRED BY DIV. 26 ETR EXISTING TO REMAIN RTU ROOFTOP UNIT EMERGENCY "CALL -FOR -AID" BU77ERILIGHT - MOUNT AT 7'-6" A.F.F. EWC ELECTRIC WATER COOLER SE SECONDARY ELECTRIC SERVICE n EMERGENCY "CALL -FOR -AID" SWITCH - MOUNT 48" A.F.F. WITH PULL CORD TO 6" A.F.F. EWH ELECTRIC WATER HEATER T TELEPHONE SERVICE EX EXISTING TO REMAIN TV TELEVISION FA FIRE ALARM TX TRANSFORMER FACP FIRE ALARM CONTROL PANEL LINO UNLESS NOTED OTHERWISE GFI GROUND FAULT INTERRUPTER W WIRE WAP WIRELESS ACCESS POINT J JUNCTION BOX WP WEATHER PROOF KVA KILOVOLT -AMP ELECTRICAL GENERAL NOTES 1. ALL WORK SHALL BE PERFORMED IN COMPLIANCE WITH CURRENT APPLICABLE CODES, ORDINANCES, THE REGULATORY AGENCIES HAVING JURISDICTION AND THE SPECIFICATIONS. THE SPECIFICATIONS MAY EXCEED THE REQUIREMENTS OF THE CODE, IN WHICH CASE, THE SPECIFICATION MUST BE FOLLOWED. 2. THE INTENT OF THESE DOCUMENTS IS FOR THE MEP TRADES TO FURNISH AND INSTALL COMPLETE MECHANICAL AND ELECTRICAL SYSTEMS. THE SPECIFIED ELECTRICAL SYSTEM SHALL BE COMPLETE IN ALL RESPECTS; OPERATIONAL, TESTED, ADJUSTED, APPROVED BY THE AUTHORITIES HAVING JURISDICTION AND READY FOR BENEFICIAL USE BY THE OWNER. 3. THE TRADES SHALL OBTAIN AND REVIEW ALL CONTRACT DOCUMENTS BEFORE SUBMITTING A BID. INFORMATION IS PROVIDED ON THE VARIOUS DRAWINGS, SCHEDULES, SPECIFICATIONS AND ALL OF THE VARIOUS DOCUMENTS IN THE BIDDING PACKAGE. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND FORM A TOTAL PROJECT DESIGN AND INFORMATION SOURCE FOR CONSTRUCTION PURPOSES. 4. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED IN THE CONTRACT. COORDINATE LOCATIONS OF EQUIPMENT WITH OTHER TRADES BEFORE AND DURING CONSTRUCTION. ANY MODIFICATION TO THE EQUIPMENT LAYOUT, REQUIRED FOR INSTALLATION, IS TO BE PERFORMED UNDER THE CONTRACT AGREEMENT, AT NO ADDITIONAL COST. REFER TO DETAILS, SCHEDULES AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 5. THE CONTRACTOR SHALL BECOME THOROUGHLY FAMILIAR WITH THE PROJECT DOCUMENTS OF ALL TRADES. THE DRAWINGS ARE DIAGRAMMATIC AND SHOW THE GENERAL ARRANGEMENT OF EQUIPMENT AND CONDUITS. THE CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF EQUIPMENT AND CONDUITS INSTALLATION WITH ALL THE TRADES BEFORE COMMENCING WORK. 6. EQUIPMENT SHALL BE INSTALLED IN ACCESSIBLE LOCATIONS, WHEN EQUIPMENT MUST BE LOCATED ABOVE AN INACCESSIBLE CEILING (GYP BOARD OR EQUIVALENT), OR BEHIND A WALL, AN APPROPRIATE ACCESS DOOR SHALL BE PROVIDED. IF AN ACCESS DOOR IS REQUIRED, IT SHALL BE OF A RATING APPROPRIATE FOR THE WALL/CEILING IN WHICH IT IS TO BE INSTALLED. THE CONTRACTOR SHALL COORDINATE LOCATIONS OF ACCESS PANELS FOR ALL DEVICES, REQUIRING ACCESS, WITH THE ARCHITECT, PRIOR TO INSTALLATION OF SUCH DEVICES OR OTHER APPURTENANCES. 7. WHERE A CONFLICT OCCURS BETWEEN THE DOCUMENTS, IT SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. CARRY AS PART OF THE BID THE LARGER QUANTITY AND/OR MORE EXPENSIVE ITEM(S). 8. THIS CONTRACT SHALL INCLUDE ALL THE NECESSARY CONDUITS, FITTINGS, TRANSITIONS ETC. AS REQUIRED TO INSTALL CONDUITS AND EQUIPMENT, AND TO AVOID ANY CONFLICTS WITH OTHER TRADES AND THE BUILDING STRUCTURE. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY ASSUMPTIONS, OMISSIONS OR ERRORS HE MAKES AS A RESULT OF HIS FAILURE TO COORDINATE WITH OTHIER TRADES OR BECOME FULLY FAMILIAR WITH THE PROJECT DOCUMENTS OF ALL TRADES. 9. DO NOT INSTALL ANY ELECTRICAL PANELS, TRANSFORMERS, SPECIAL EQUIPMENT, BELOW PIPING OR THROUGH MECHANICAL ROOMS, THAT ARE NOT ASSOCIATED WITH OR SERVE THE RESPECTIVE ROOMS. COORDINATE THE LOCATION OF MECHANICAL EQUIPMENT IN THE FIELD AND ADJUST AS NECESSARY. 10. ALL HOMERUNS SHALL BE 2#12, 1#12G., 3/4"C TO 20A-1P CIRCUIT BREAKER IN PANEL DESIGNATED UNLESS OTHERWISE NOTED. 11. ALL 120 VAC (277 VAC) CIRCUITS EXCEEDING 150' IN LENGTH SHALL BE INCREASED TO 2#10, 1#10G, 3/4" CONDUIT UNLESS OTHERWISE NOTED. 12. ALL BRANCH CIRCUITS SHALL BE PROVIDED WITH SEPARATE NEUTRALS. USE OF COMMON NEUTRALS WILL NOT BE ALLOWED. 13. FIELD VERIFY WITH MANUFACTURER'S PROVIDED EXACT ELECTRICAL CHARACTERISTICS AND CONNECTION REQUIREMENTS OF ALL OPERATIONAL EQUIPMENT PRIOR TO MAKING ELECTRICAL POWER CONNECTION. FURNISH AND INSTALL SAFETY DISCONNECT AS REQUIRED BY NEC. 14. RECEPTACLES LOCATED WITHIN 6' OF A WATER SOURCE, OR OUTSIDE, AND WHERE REQUIRED BY CODE SHALL BE PROVIDED WITH GFCI PROTECTION, WHETHER INDICATED OR NOT. 15. EXTERIOR RECEPTACLES SHALL BE PROVIDED WITH "CAST ALUMINUM" LOCKABLE COVERS RATED "WEATHER-PROOF WHILE IN USE". LOCKS SHALL BE KEYED ALIKE. 16. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL REQUIRED SLEEVES AND FIRE STOP FOR CONDUITS AND CABLES PENETRATING FIRE RATED WALLS AND FLOORS. 17. ELECTRICAL CONTRACTOR SHALL SEAL ALL CONDUITS PENETRATING EXTERIOR WALLS. 18. ALL WIRING SHALL BE IN CONDUIT, UNLESS OTHERWISE INDICATED. CONDUITS SHALL BE RUN CONCEALED IN NEW AND ABOVE CEILINGS. 19. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL LOCATIONS OF EQUIPMENT WITH DIV. 21, 22 AND 23 PRIOR TO ROUGHING OR INSTALLING OUTLETS. 20. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE OWNER, ALL LOCATIONS OF EQUIPMENT BEING FURNISHED BY THE OWNER PRIOR TO ROUGHING OR INSTALLING OUTLETS. 21. REFER TO ARCHITECTURAL DRAWINGS FOR ELEVATIONS AND EXACT LOCATION OF DEVICES PRIOR TO ROUGHING OR INSTALLATION OF OUTLETS. 22. ELECTRICAL CONTRACTOR SHALL COORDINATE THE LOCATION OF DUCT SMOKE DETECTORS WITH DIV. 23. DUCT SMOKE DETECTORS SHALL BE FURNISHED AND WIRED BY ELECT-RICAL CONTRACTOR, INSTALLED BY DIV. 23. 23. ALL FIRE ALARM DEVICES LOCATED ON BUILDING EXTERIOR SHALL BE WEATHERPROOF RATED. 24. CONDUITS AND/OR WIRING SHALL NOT PENETRATE STAIR ENCLOSURES UNLESS SPECIFICALLY SERVING EQUIPMENT OR DEVICES LOCATED WITHIN STAIR ENCLOSURE. 25. WHERE INDICATED, PROVIDE FIXTURES WITH EMERGENCY BATTERY TO OPERATE LAMPS FOR 1 1/2 HOURS UPON LOSS OF NORMAL POWER. WIRE EMERGENCY BATTERY AND EXIT LIGHTS TO LINE SIDE OF AREA LIGHTING CIRCUIT. 26. DIRECTIONAL CHEVRONS SHALL CONFORM TO NFPA 5-10.4.1.2 AND SHALL BE IDENTIFIABLE AS A DIRECTIONAL INDICATOR AT A MINIMUM OF 40 FT. UNDER ALL SPACE CONDITIONS. PROVIDE DIRECTIONAL CHEVRONS AS INDICATED ON PLAN. 27. BRANCH CIRCUIT WIRING IS SHOWN ON THE FLOOR PLANS. NUMERALS ADJACENT TO THE HOMERUN SYMBOLS FOR LIGHTING, RECEPTACLES, MOTORS, APPLIANCES, ETC. INDICATE: THE CIRCUIT NUMBER TO WHICH THE ITEMS ARE TO BE CONNECTED. PROVIDE BRANCH CIRCUIT WIRING FOR ALL ITEMS SHOWN IN ACCORDANCE WITH THESE GENERAL NOTES AND THE ELECTRICAL SPECIFICATIONS. 28. ALL 1 POLE, 15 AND 20 AMPERE BRANCH CIRCUITS SERVING RECEPTACLE OR LIGHTING SHALL BE 2 WIRE CIRCUITS PROVIDING AN INDIVIDUAL NEUTRAL CONDUCTOR FOR EACH UNGROUNDED (HOT) CIRCUIT CONDUCTOR. DO NOT SHARE NEUTRAL CONDUCTORS. 29. REFER TO ARCHITECTS REFLECTED CEILING PLAN FOR EXACT LOCATIONS OF CEILING MOUNTED DEVICES. 30. ALL EXPOSED CABLES OF ANY TYPE IN PLENUM CEILING SPACE SHALL BE PLENUM RATED. 31. CONTRACTOR SHALL PROVIDE ALL NECESSARY MISCELLANEOUS STEEL FOR THE SUPPORT OF ALL EQUIPMENT, PIPING, CONDUIT AND DUCTWORK. SUSPENDED FROM SLAB, STEEL, WALL OR TRUSSWORK. 32. ALL PENETRATIONS OF FLOORS AND WALLS (WHETHER OR NOT FIRE RESISTANCE RATED) SHALL BE PROVIDED WITH A THROUGH PENETRATION PROTECTION SYSTEM (FIRESTOPPING). EACH THROUGH - PENETRATION PROTECTION SYSTEM SHALL BE TESTED IN ACCORDANCE WITH ASTM E814 AND BE LISTED FOR THE TYPE OF FLOOR OR WALL ASSEMBLY PENETRATED AND THE TYPE OF PROTECTION SYSTEM. 33. IT IS NOT THE INTENTION TO SHOW EVERY FITTING, HANGER, WIRE OR DEVICE, ALL SUCH ITEMS SHALL BE FURNISHED AND INSTALLED AS NECESSARY FOR A COMPLETE SYSTEM. 34. SEE SPECIFICATION SECTION "ELECTRICAL IDENTIFICATION" FOR PROPERLY LABELING EQUIPMENT WIRING, BOXES, ETC. 35. CONTRACTOR SHALL DETERMINE THE QUANTITY OF CONDUCTORS REQUIRED FOR PROPER OPERATION OF ALL SWITCHING SCHEMES. 36. PROVIDE ALL BONDING AND GROUNDING REQUIRED BY THE NATIONAL ELECTRIC CODE, NFPA 70 AND AS REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION. 37, ALL REQUIRED BONDING CONDUCTORS SHALL BE MINIMUM #8 SOLID INSULATED COPPER, PROVIDE ALL NECESSARY FITTINGS, JUNCTION BOXES, END FITTINGS, ETC., FOR A COMPLETE, CONTINUOUS INSTALLATION. 38. ALL BONDING/GROUNDING CONNECTIONS SHALL BE MADE BY LISTED CLAMP OR CONNECTORS AS REQUIRED BY ARTICLE 250 OF NFPA 70, THE NATIONAL ELECTRIC CODE (CURRENT ADOPTED EDITION). 39. SEISMICALLY SUPPORT THE EQUIPMENT AS REQUIRED BY CODE, THE AUTHORITY HAVING JURISDICTION, AND/OR AS SPECIFIED. SUBMIT ENGINEERED INSTALLATION DETAILS PER THE SPECIFICATIONS. THE CONTRACTOR'S SEISMIC ENGINEER SHALL REVIEW THE INSTALLATION AND PROVIDE A DETAILED REPORT FOR THE RECORD. ELECTRICAL DEMOLITION NOTES 1. BEFORE SUBMITTING BID, THE CONTRACTORS SHALL VISIT THE JOB SITE AND BECOME FULLY FAMILIAR WITH THE EXISTING CONDITIONS AND THE DOCUMENTS OF OTHER TRADES UNDER WHICH THEIR WORK WILL BE ACCOMPLISHED. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY ASSUMPTIONS, OMISSIONS OR ERRORS MADE AS A RESULT OF FAILURE TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS. 2. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE ANY DAILY INTERRUPTIONS OR SHUTDOWNS OF THE EXISTING SYSTEMS IN ADVANCE WITH OWNER'S DESIGNATED REPRESENTATIVE. THIS SHALL INCLUDE SERVICES INTERRUPTIONS AND CONNECTIONS, MECHANICAL AND ELECTRICAL DISRUPTIONS EFFECTING OTHER TRADES. INCLUDE ALL WORK REQUIRED TO ALLOW PHASED CONSTRUCTION WHERE NECESSARY. 3. DEMOLITION DRAWINGS ARE STRICTLY DIAGRAMMATIC AND SHOW GENERAL ARRANGEMENT AND APPROXIMATE LOCATION OF EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT. IT IS NOT THE INTENT OF THESE DRAWINGS TO SHOW ALL EQUIPMENT, PIPING OR CONDUIT TO BE REMOVED. EQUIPMENT NOT BEING REUSED SHALL BE REMOVED, INCLUDING ALL ASSOCIATED HANGERS, SUPPORTS, PIPES, CONDUITS, WIRES, AND CONTROLS BACK TO THE POINT OF ORIGIN. 4. REFER TO THE ARCHITECTURAL DEMOLITION DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. THE FULL EXTENT OF THE DEMOLITION AND RECONSTRUCTION SCOPE OF WORK SHALL BE DETERMINED BY THE ENTIRE SET OF BID DOCUMENTS. 5. THE CONTRACTORS SHALL COORDINATE THE DEMOLITION SCOPE OF WORK WITH THE GENERAL CONTRACTOR'S OR CONSTRUCTION MANAGER'S PHASING SCHEDULE PRIOR TO COMMENCEMENT OF WORK. CARE MUST BE TAKEN SO AS NOT TO DESTROY, REMOVE OR DEMOLISH ANY EQUIPMENT, APPURTENANCES OR DEVICES INTENDED TO REMAIN. PROVIDE TEMPORARY SERVICES AND SYSTEM MODIFICATIONS TO ACCOMMODATE CONTINUOUS OPERATION OF ACTIVE SYSTEM. 6. THE LOCATION OF EXISTING ELECTRICAL SYSTEM SHOWN ON FLOOR PLANS, IS BASED ON THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL FIELD VERIFY PRIOR TO COMMENCEMENT OF CONSTRUCTION, EXACT QUANTITY AND LOCATION(S) OF EXISTING EQUIPMENT, PANELS, CONDUITS, LIGHTING, ETC. TO BE REMOVED AND ADJUST AS NECESSARY. 7. ALL EQUIPMENT, AND ASSOCIATED WIRING, CONDUITS INDICATED TO BE REMOVED OR RELOCATED, SHALL BE DISCONNECTED AND REMOVED, INCLUDING HANGERS AND OTHER COMPONENTS. NO EQUIPMENT, WIRING OR CONDUITS SHALL BE ABANDONED IN PLACE, UNLESS SPECIFICALLY NOTED. 8. ALL SYSTEMS TO BE REMOVED SHALL BE REMOVED BACK TO THE POINT OF SOURCE. THE CONTRACTOR SHALL VERIFY WHICH SYSTEMS MUST REMAIN ACTIVE TO SERVE ADJACENT SPACES DURING CONSTRUCTION. SHOULD THE CONTRACTOR ENCOUNTER, DURING DEMOLITION OF EXISTING WALLS OR CHASES, ANY WIRING OR CONDUIT WHICH MUST REMAIN ACTIVE, IMMEDIATELY GIVE NOTICE TO THE ENGINEER, GENERAL CONTRACTOR OR CONSTRUCTION MANAGER. 9. ALL SALVAGEABLE MATERIALS OR EQUIPMENT TO BE REMOVED SHALL BE TURNED OVER TO THE OWNER AT THE END OF EACH DAY. ITEMS REMOVED AND NOT REUSED OR CLAIMED BY THE OWNER SHALL BECOME PROPERTY OF THE TRADE CONTRACTOR AND SHALL BE TRANSPORTED FROM THE SITE. SITE STORAGE OF REMOVED ITEMS WILL NOT BE PERMITTED. 10. PROPERLY DISPOSE OF ALL DEMOLISHED EQUIPMENT IN COMPLIANCE WITH CODES AND REGULATIONS; THIS APPLIES TO HAZARDOUS MATERIALS AND CONTAMINATED ITEMS TO BE DEMOLISHED. 11. THE CONTRACTOR SHALL OBTAIN EXISTING ELECTRICAL DRAWINGS FROM THE OWNER IF AVAILABLE TO HELP DETERMINE FULL SCOPE OF WORK. LIGHTING FIXTURE NOTES 1. TYPE'EM' EMERGENCY FIXTURES AND TYPE'X' EXIT SIGNS SHALL BE WIRED TO LINE SIDE OF AREA LIGHTING CIRCUIT TO SENSE LOSS OF NORMAL POWER AND PROVIDE CONTINUOUS TRICKLE CHARGE, AND SHALL OPERATE AT A MINIMUM OF 1 1/2 HOURS UPON LOSS OF NORMAL POWER. SEE SCHEDULE. 2. DIRECTIONAL CHEVRONS SHALL CONFORM TO NFPA 5-10.4.1.2 AND SHALL BE IDENTIFIABLE AS A DIRECTIONAL INDICATOR AT A MINIMUM OF 40 FT. UNDER ALL SPACE CONDITIONS. SEE DETAIL BELOW. EXIT SIGN DIRECTIONAL INDICATOR 3. ALL FIXTURES TO BE LED WITH 0-10V DRIVERS STANDARD. ALL FIXTURES TO BE COLOR TEMPERATURE 4000°K.. 4. PROVIDE ERICO FASTENING PRODUCTS (CADDY) CAT. No. 515 OR 515A LIGHT FIXTURE SUPPORT CLIPS ON ALL RECESSED LIGHT FIXTURES. PROVIDE MINIMUM FOUR (4) PER FIXTURE. 5. IN ADDITION TO THE REQUIREMENTS OF THE IBC AND THE NEC, ALL RECESSED LIGHT FIXTURES SHALL BE PROVIDED WITH SUPPORT WIRES AT A MINIMUM OF FOUR (4) PER FIXTURE AND LOCATED NOT MORE THAN SIX (6") INCHES FROM EACH CORNER, EXTENDED AND ATTACHED TO THE BUILDING STRUCTURE. HANGER WIRES SHALL BE GALVANIZED CARBON STEEL, ASTM A641, SOFT TEMPER, PRE -STRETCHED WITH A YIELD STRESS LOAD OF AT LEAST THREE (3) TIMES DESIGN LOAD BUT NOT LESS THAN 12 GAUGE (0.106"). FOR ROUND FIXTURES OR FIXTURES SMALLER THAN THE CEILING GRID, PROVIDE A MINIMUM OF FOUR (4) WIRES PER FIXTURE AND LOCATE AT EACH CORNER OF THE CEILING GRID IN WHICH THE FIXTURE IS TO BE LOCATED. ADDITIONALLY, WHERE FIXTURES OF SIZES LESS THAN THE CEILING GRID ARE INDICATED TO BE CENTERED IN THE ACOUSTICAL PANEL, SUCH FIXTURES SHALL BE SUPPORTED WITH A MINIMUM OF TWO (2) 3/4" METAL CHANNELS SPANNING AND SECURED TO THE CEILING TEES. 6. VERIFY ALL LIGHT FIXTURE FINISHES WITH ARCHITECT PRIOR TO PURCHASE. 7. VERIFY ALL LIGHT FIXTURE MOUNTING HEIGHTS WITH ARCHITECT PRIOR TO INSTALLATION. ISEAL Design Associates, Inc. MECHANICAL, ELECTRICAL, AND STRUCTURAL ENGINEERING 750 OLD MAIN STREET SUITE 202 ROCKY HILL, CT OOO67 P: (860) 436-4336 Fa (860) 436.4450 www.mdesignassociates.com CODE COMPLIANCE REVIEW I SUBMISSION HISTORY I JOB INFO ELEVATOR INSTALLATION for South Windsor Ellsworth Central Office 1737 Main Street South Windsor, CT #132-0090CV DWG DATA PROJECT NUMBER: 19-129 SUBMISSION DATE: 09/17/2019 DRAWN: CEM REVIEWED: JP SCALE: AS NOTED DWG TITLE DWG # ELECTRICAL LEGENDS AND NOTES TYPICAL EXISTING TO REMAIN DEVICE.F_ 3 I q 3 11 BASEMENT E 1 (Rd SCALE: 1 /8" = 1'-0" v 007.114-AW1.39319 on STOR. 61 EXISTING "MDP" PANEL EXISTING DISCONNECT SWITCH 2 11 BASEMENT ELE SCALE: 1 /2" = V-0" EXISTING UTILITY METER ELEC. 000 EXISTING UTILITY CABINET EXISTING MAIN DISCONNECT SWITCH 600A 208/120V 3PH 4W GENERAL DEMOLITION NOTES: 1. NO ELECTRICAL DEVICES, RACEWAY OR COMPONENT NOT DIRECTLY RELATED TO THE FUNCTION OF THE NEW ELEVATOR CAN NOT REMAIN INSIDE THE NEW ELEVATOR SHAFT. 2. ALL EXISTING ELECTRICAL RACEWAYS AND DEVICE LOCATED WITHIN THE ELEVATOR AREA SHALL BE RELOCATED AWAY FROM THE ELEVATOR SHAFT. PROVIDE ALL REQUIRED EQUIPMENT AND LABOR TO REROUTE THE EXISTING CIRCUIT COMPONENTS. COORDINATE WITH ARCHITECT AND OWNER FOR THE EXACT NEW LOCATION. DRAWING NOTES: MOVE EXISTING CIRCUIT CONDUIT, WIRING,JUNCTION BOX, AND CIRCUIT CONDUCTORS AWAY FROM NEW ELEVATOR SHAFT AREA. MAINTAIN EXISTING CIRCUIT CONTINUITY AND EXTEND BRANCH CIRCUIT AS REQUIRED. PROVIDE ALL REQUIRED EQUIPMENT TO RELOCATE CIRCUIT. REMOVE EXISTING SIMPLEX 4002 FIRE ALARM CONTROL PANEL. FACP IS LOCATED ON THE FIRST FLOOR ABOVE THIS LOCATION, ALL EXISTING WIRING TO REMAIN IN PLACE SO THAT NEW PANEL CAN CONNECT TO EXISTING ZONES. REMOVE LIGHT FIXTURES SHOWN. CLEAN AND REPAIR REMOVED FIXTURES FOR RE -USE. RETURN ALL FIXTURES NOT USED BACK TO BUILDING OWNER. MAINTAIN CIRCUIT CONTINUITY. TYPICAL RECEPTACLE SHOWN TO BE REMOVED. MAINTAIN CIRCUIT CONTINUITY IF CIRCUIT FEEDS DOWNSTREAM DEVICES THAT REMAIN. PROVIDE ALL REQUIRED EQUIPMENT TO MAINTAIN BRANCH CIRCUIT. REVISE EXISTING PANEL SCHEDULE AS REQUIRED. (�5 REMOVE RECEPTACLE AND WIRING BACK TO SOURCE. OCOORDINATE WITH ARCHITECT FOR EXACT DOWN LIGHTS AND WALL WASH FIXTURES TO BE RELOCATED. FOR FIXTURE'S THAT WILL BE RELOCATED OR REMOVED, REMOVE WIRING BACK TO SOURCE. MAINTAIN EXISTING CIRCUIT CONTINUITY FOR ALL EXISTING TO REMAIN LIGHT FIXTURES. OREMOVE EXISTING DEVICE AND ASSOCIATED WIRING BACK TO SOURCE. O8 RELOCATE EXISTING BELL TO NEW LOCATION. EXTEND EXISTING CIRCUIT TO NEW LOCATION. ORECONNECT REMAINING RECEPTACLES TO THE EXISTING BRANCH CIRCUIT. t(j& Design Associates, Inc. MECHANICAL, ELECTRICAL, AND STRUCTURAL ENGINEERING 750 OLD MAIN STREET SUITE 202 ROCKY HILL, CT 06067 A (860) 436-4336 Fr (860) 436-4450 www.rzdesignassoeiates.eom SEAL PROJECT NORTH CODE COMPLIANCE REVIEW SUBMISSION HISTORY JOB INFO ELEVATOR 1114 7-1 A1.L. T I%JII for South Windsor Ellsworth Central Office 1737 Main Street South Windsor, CT #132-0090CV DWG DATA PROJECT NUMBER: 19-129 SUBMISSION DATE: 09/17/2019 DRAWN: CEM REVIEWED: JP SCALE: AS NOTED DWG TITLE DvJG ff ELECTRICAL DEMOLITION PLANS 4 SECOND FLOOR ELECTRICAL PLANED 1 1(R SCALE: 1 /8" = V-0" C OF 1 � BASEMENT ELECTF -�(RZ SCALE: 1/8" = 1'-0" - CONNECT NEW RECEPTACLES TO EXISTINGEXISTING DOWN LIGHT -RECEPTACLE CIRCUIT. TO REMAIN. (TYPICAL) RF VJ' . A STOR. oS 3 RF N� DP2-9 I 1 1 j OS OS S RF RF RF 3. , DMIN. 000 O PROVIDE NEW LIGHT BULBS FOR ALL MEN RELOCATED FIXTURES AS SHOWN. 000 MATCH EXISTING LAMP TYPE, WATTAGE, VOLTAGE AND KELVIN TEMPERATURE OF EXISTING LAMP. ZID CEILING CORR 000 PEP CLASSROOM 106 BOILER ROOM 000 REMINDER FACP CONDUIT ELEVATOR SHAFT GRID CEILING STORAGE 102 0 P�=))) APPROXIMATE PNL DP2 LOCATION OF FIRE ELEC. Al ARM CONTROL PANEL 000 PROVIDE NEW SQUARE D 30 CIRCUIT NQ DISTRIBUTION PANEL 225A22KAIC C/B'S "PNL #DP2" , ELEVATOR TELEPHONE CABLE ELEVATOR POWER CONDUIT ELEVATOR PIT AND 2ND FLOOR T-- - . .. -- -- ---- - -- -- - RECEPTACLE ELEVATOR LIGHTING CIRCUIT CONDUIT I � PROVIDE EMERGENCY LIGHT FIXTURE. CHLORIDE #S25LH7WIC (TYPICAL) - I � 9 O � CONFERENCE i 303 IN 0 RELAMP ALL FIXTURES. MATCH EXISTING LAMP WATTAGE AND KELVIN TEMPERATURE. WOMEN o00 3 FIRST FLOOR ELECTRICAL PLAN 4 SECOND FL, 1 (RZ SCALE: 1/8" = V-0" -1 (RZY SCALE: 1/8" = 1'-0" O ®E EXISTING "MDP" PANEL EXISTING DISCONNECT SWITCH 2 10 F -- SCALE: 1/2" = 1'-0" TOP OF SHAFT I— — SECOND FIRST v O EXISTING UTILITY METER ELEC. 000 EXISTING UTILITY CABINET EXISTING MAIN DISCONNECT SWITCH 600A 208/120V 3PH 4W OCATED IN ELEVATOR LOBBY PRIMARY RECALL FIRST FLOOR RECALL <EL TO FIRE RED HAT PILOT LIGHT ALARM PIT RECALL INITIATION SHUNT TRIP CONTROL LOOP TO FIRE ALARM TO FIRE INITIATION CM CM CM CM CM ALARM LOOP INITIATION LOOP S E H ELEVATOR CONTROLLER MM TO SHUNT TRIP DRY CONTACTS FOR SHUNT TRIP MONITORING AND MONITORING REPORTING TO THE FACP. BASEMENT ELEVATOR MACHINE ROOM OE i L ELEVATOR PIT NOTES: 1. ONLY INSTALL CONDUITS FOR ELEVATOR EQUIPMENT IN ELEVATOR SHAFT NEC 620.37. 2. COORDINATE LOCATION OF ALL DEVICES WITH ELEVATOR VENDOR. 3. COORDINATE WITH ELEVATOR MANUFACTURER'S REPRESENTATIVE AND LOCAL FIRE MARSHALL TO INTEGRATE ELEVATOR CONTROLS AND EXISTING FIRE ALARM CONTROL PANEL SO THAT THE ELEVATOR DOORS DOES NOT OPEN DOORS AT THE LEVEL OF THE REPORTED FIRE. 4. COORDINATE TOP AND BOTTOM HOIST WAY DETECTORS WITH FIRE PROTECTION DRAWINGS. 5. IT IS THE INTENT TO HAVE A FULLY FUNCTIONAL ELEVATOR RECALL SYSTEM INSTALLED. THE ELEVATOR RECALL SYSTEM SHALL BE IN ACCORDANCE WITH ALL CONNECTICUT STATE CODES AND WITH TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT. u 5 ELEVATOF 1(RZ NOT TO SCALE TO FIRE ALARM INITIATION LOOP LOCATED IN ELEVATOR LOBBY DRAWING NOTES: OREMOVE EXISTING 100AMP CIRCUIT BREAKER USED TO POWER EXISTING GYM PANEL. PROVIDE NEW 200 AMP (3) POLE CIRCUIT BREAKER, TO MATCH EXISTING STYLE AND AIC RATING OF EXISTING PANEL CIRCUIT BREAKERS. NEW 200AMP C/B TO FEED NEW PANEL" DP2". \ / PROVIDE 4,3/U AND I It CPO IIN G' EIVI I FROM mum I O FEED NEVV �/ PANEL DP2. OPROVIDE NEW 60A 3PH SHUNT TRIP CIRCUIT BREAKER INTO NEW PANEL DP2 TO FEED NON FUSED DISCONNECT SWITCH. PLACARD DISCONNECT WITH SOURCE NAME, CIRCUIT BREAKER POSITION AND EQUIPMENT NAME. PROVIDE FEEDER FROM PANEL DP2 TO ELEVATOR DISCONNECT SWITCH, (3)#4, (1)#8 GND IN A 1-1/4" EMT. l 4) PROVIDE ELEVATOR RECALL SMOKE DETECTORS AT EACH ELEVATOR UUUK LEVEL ANU I OP OF SHAF 1. SEE ELEVA I OK KECALL DETAIL I HIS SHEET. PROVIDE ALL FIRE ALARM CABLE ,CONDUITS, COMPONENTS, DEVICES AND HARDWARE TO INSTALL AND INTERFACE NEW ELEVATOR RECALL SYSTEM WITH NEW FIRE ALARM CONTROL PANEL. OSEE ELEVATOR POWER DETAIL FOR LOCATION OF LOADS. COORDINATE EXACT LOCATIONS WITH ELEVATOR INSTALLER. OCOORDINATE WITH TELEPHONE COMPANY FOR THE EXACT LOCATION AND LENGTH REQUIRED FOR TERMINATION OF ELEVATOR PHONE BY OTHERS. OPROVIDE NEW SIMPLEX FIRE ALARM CONTROL PANEL # 4007ES. NEW PANEL WILL CONNECT TO EXISTING ZONES INITIATION AND NOTIFICATION CIRCUITS AND DEVICES. ONLY PROVIDE NEW ADDRESSABLE DEVICES FOR THE ELEVATOR RECALL SYSTEM. CONTACT DAVID BARTON AT SIMPLEX GRINNELL 860-367-5582. NEW FIRE ALARM CONTROL PANEL SHALL BE FED FROM THE EXISTING POWER CIRCUIT. PROVIDE NEW SURGE PROTECTION ON THE LINE SIDE OF THE FIRE ALARM CONTROL PANEL BY LEGRAND # PA-120Y. ORECONNECT LIGHT FIXTURES TO THE EXISTING LIGHTING CIRCUIT. EMERGENCY LIGHTS SHALL BE CONNECTED AHEAD OF ALL LIGHTING CONTROLS. EMERGENCY LIGHT FIXTURE ARE DUA-LITE EZ-2S 0 PROVIDE NEW WIRING FROM THE EXISTING LIGHTING CIRCUIT SOURCE TO THE NEW RELOCATED FIXTURES. �RZDesign Associates, Inc. MECHANICAL, ELECTRICAL, AND STRUCTURAL ENGINEERING 750 OLD MAIN STREET SUITE 202 ROCKY HILL, CT 06067 A (860) 436-4336 F. (860) 436- 4450 www.rzdasignassociates.com SEAL N (I PROJECT NORTH CODE COMPLIANCE REVIEW SUBMISSION HISTORY TOP OF SHAFT 3 CONTINUE CIRCUIT FROM ELEVATOR PIT. DP2-1,3,5 O ELEVATOR DP2-8 TELEPHONE CABLE. JOB INFO GFIS y 21 ELEVATOR SECOND FLOOR INSTALLATION for FIRST South Windsor Ellsworth Central Office GROUND _ 1737 Main Street CONTINE CIRCUIT TO TOP OF SHAFT. South Windsor, CT O DP2-6 #132-0090CV DP2-2 DGP2 4 DWG DATA 1 FI J PROJECT NUMBER: 19-129 ELEVATOR PIT SUBMISSION DATE: 09/17/2019 DRAWN: CEM REVIEWED: JP SCALE: AS NOTED s ELEVATOR POWER DETAIL DWG TITLE 1(RZ NOT TO SCALE ELECTRICAL ELEVATOR POWER DETAIL GENERAL NOTES: PLANS 1. INSTALL ONLY ELEVATOR REQUIRED CONDUITS IN ELEVATOR SHAFT. 2.COORDINATE LOCATION OF ALL DEVICES WITH ELEVATOR VENDOR. DRAWING NOTES: DWG # OCONNECT TO ELEVATOR CAB LIGHTING CIRCUIT. OCONNECT TO ELEVATOR TELEPHONE CABLE. OWALL MOUNTED VAPORTIGHT LED LIGHT FIXTURES BASE ON LITHONIA LIGHTING MODEL #OLVTWM. OCONNECT TO ELEVATOR CONTROL PANEL. COORDINATE WITH ELEVATOR FOR EXACT LOCATIONS. ADDITIONAL SENSORS WHERE SHOWN ON PLAN r I 24VDC r _ 24VDC _ SENSOR - -4 SENSOR I - 24VDC SENSOR II LIGHTING LOAD i SYMBOLON FLOOR PLAN r-- ELEVATOR EQUIPMENT SERVICE ROOM 2ND FLOOR ELEVATOR MOTOR 60A 3P FUSED SERVICE DISCONNECT SVVI 1 CH. PROVIDE (6) 60A LOW PEAK DUAL ELEMENT FUSES - 2ND FLOOR LOCAL LOCAL EXISTING PANEL \J J - 1 ST FLOOR 3-WAY 3-WAY MDP NEW SWITCH SWITCH 208/120V 3PH 4W PANEL DP2 LOCAL LOCAL LOCAL 3-WAY 4-WAY 3-WAY SWITCH SWITCH SWITCH LOCAL SINGLE POLE SWITCH LOCAL DIMMER/SINGLE POLE SWITCH POWER PACK NEUTRAL WHITE - - - - RED LOAD ROOM I I LIGHTING CIRCUIT HOT BLACKI I RED LINE BLUE CONTROL OUTPUT FII ------II:I T-}----} -- - - - - -5--------- -------J - -- ---- --- - - - - - _ROOMUNO--EDJ_ SLAVE PACK LLIGHT ROOM UNOCCUPIED I I ��------- �L--- LIGHT I SLAVE PACK DASHED LINES I DENOTES I I I II ------- I I I - I OPTIONAL 0- j-------------/ BATHROOM I I CONNECTIONS I AS NEEDED I I OCCUPIED/UNOCCUPIED I I I I ROOM LIGCIRCUIT CONTROL I I _ I NEUTRAL-------------------�� I --- I-- - - - - - - - - - - - - - - - - - - - - - - � F-----ii�I--^---------------_-_-_-_-_----I + _-- - - - - - EXHAUST FAN I I ----- I I ' L + SLAVE PACKI III---------��� I HOT III ) BATHROOM EXHAUST FAN I I ° --I j-I---------- CONTROL I I I ROOM FAN Calf UIT o- - -4 NEUTRAL % -------------------- I------III -- - - -� ------------------ -- -------------------- - �------III �L- �- -+�M DAYLIGHTIN SLAVE PACK ----� I � � I I +� L - - - - - - -T--4- l LOCAL SINGLE POLE I I SWITCH H_OTI I ROOM J ROOM WITH SECOND I LIGHTING LIGHTING CIRCUIT 2ND CIRCUIT CONTROL I NEUTRAL - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - � NOTE: 1. NO MORE THAN THREE SENSORS TO ONE POWER PACK 2. DASHED LINES INDICATE OPTIONAL POSSIBILITIES TYPICAL SPECIFICATIONS: 1. CEILING MOUNTED OCCUPANCY SENSORS - WATTSTOPPER DT-355 SERIES LOW VOLTAGE, DUAL TECHNOLOGY CEILING SENSOR, OR APPROVED EQUAL 2. POWER PACK - WATTSTOPPER BZ50RC UNIVERSAL VOLTAGE POWER PACK, OR APPROVED EQUAL. 3. SLAVE RELAY PACK- WATTSTOPPER S120/277/347E-P, OR EQUAL. TYPICAL ROOM OCCUPANCY SENSOR WIRING SCHEMATIC SCALE: N.T.S. BASEMENT FEEDER SCHEDULE ITEM SIZE FEEDER DISCRIPTION O200A (4) 3/0 AND (1) #6 AWG GND IN 2" EMT O60A (3) #4 AND (1) #8 AWG GND IN 1 1/4" EMT 1 2 My NOT TO SCALE New Panel: PNL-DP2 Location: ELECTRICAL ROOM Amperage / Mains: 225 A MLO Mounting: Surface Voltage, Phase, Wire: 208/120V 30; 4W; G. Comments: NEW Panel AIC: 22k C K T # C IRCU IT B REAKER LOAD DESCRIPTION LT G R E C M ISC PHA SE M ISC R E C LTG LOAD DESCRIPTION CIRCUIT BREAKER, C KT # AM P POLES kVA kVA kVA A B C kVA kVA kVA AM P POLES 1 60 3 ELEVATOR SHUNT TRIP 3.3 3 ELEVATOR CAB LTG 20 1 2 3 3.3 3 0.2 PIT RCPT 20 1 4 5 3.3 3 0.1 ELEVATOR SHAFT LTG 20 1 6 7 1 0 0.2 RCPT TOP OF SHA FT 20 1 8 9 2.0 1 QUAD RCPT A DMIN 000 8 8.4 GYM PANEL 100 3 10 11 20 1 SPARE 8 8.4 12 13 20 1 SPARE 8 8.4 14 15 20 1 SPARE 0 SRARE 20 1 16 17 2.0 1 SPARE 0 SRARE 20 1 18 19 20 1 SPARE 0 SRARE 20 1 20 21 20 1 SPARE 0 SRARE 20 1 22 23 20 1 SPARE 0 SRARE 20 1 24 25 20 1 SPARE 0 SRARE 20 1 26 27 20 1 SPARE 0 SRARE 20 1 28 29 2.0 1 SPARE 0 SRARE 20 1 30 31 20 1 SPACE 0 SPACE 20 1 32 33 20 1 SPACE 0 SPACE 20 1 34 35 2.0 1 SPACE _ 0 SPACE 20 1 36 37 20 1 SPACE 0 SPACE 20 1 38 39 20 1 SPACE 0 SPACE 20 1 40 41 1 2.0 1 SPACE 1 0 SPACE 20 1 42 Connected (kVA): 0.0 0.0 9.9 11.9 11.9 11.8 25.2 0.4 0.1 Demand * (kVA). 0.1 0.47 28.1 1 Demand Factor: Lighting loads: 100% Total Connected Load (kVA): 35.5 Total Connected Load (A): 98.6 Receptacle loads,10kVA or less: 100% Total Demand Load * (kVA): 28.5 Total Demand * Load (A): 79.1 Receptacle loads, over 10kVA: 50% connected load per 0 = (total load/3): 11.8 125%of Total Demand (A): 98.9 Miscellaneous loads: 80% demand load per 0 = (total load/3): 9.5 2 PANEL DP '(R7V NOT TO SCALE SEAL Design Associates, Inc. MECHANICAL, ELECTRICAL, AND STRUCTURAL ENGINEERING 750 OLD MAIN STREET SUITE 202 ROCKY HILL, CT 06067 P. (860) 436.4336 A (860) 4364450 www.radesignassociates.com CODE COMPLIANCE REVIEW SUBMISSION HISTORY JOB INFO ELEVATOR INSTALLATION for South Windsor Ellsworth Central Office 1737 Main Street South Windsor, CT #132-0090CV DWG DATA PROJECT NUMBER: 19-129 SUBMISSION DATE: 09/17/2019 DRAWN: CEM REVIEWED: JP SCALE: AS NOTED DWG TITLE ELECTRICAL RISER, DETAILS AND SCHEDULE DWG # E-2 CODES AND STANDARDS: 1. THE FOLLOWING CODES AND STANDARDS, INCLUDING ALL SPECIFICATIONS WITHIN, SHALL APPLY TO THE DESIGN, CONSTRUCTION, QUALITY CONTROL AND SAFETY OF ALL WORK PERFORMED ON THE PROJECT. USE THE LATEST EDITIONS UNLESS NOTED OTHERWISE. a. 2018 STATE OF C01.'^,ECTICUT BUILDING CODE b. "2015 INTERNATIONAL BUILDING CODE". c. 2018 CONNECTICUT AMENDMENT. d. "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 318-LATEST REVISION" AMERICAN CONCRETE INSTITUTE. e. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS - ACI 301 R-LATEST REVISION. DESIGN DA T & 1. LATERAL LOADS - SEISMIC a. SITE CLASSIFICATION: D [ASSUMED] b. RISK CATEGORY OF BUILDING = III c. MAPPED SPECTRAL RESPONSE ACCELERATIONS: Ss=0.178; Si=0.064 d. SEISMIC IMPORTANCE FACTOR (le) = 1.25 e. SEISMIC DESIGN CATEGORY: B f. BASIC SEISMIC -FORCE -RESISTING SYSTEM: WOOD DIAPHRAGM, WOOD SHEAR WALLS g. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE FOUNDATIONS/GEOTECHNICAL REPORT: 1. ASSUMED ALLOWABLE SOIL BEARING PRESSURE = 3,000 psf. MATERIALS: 1. THE FOLLOWING ASTM STANDARDS AND DESIGN STRESSES SHALL BE USED FOR FOR THE APPROPRIATE MATERIALS USED IN CONSTRUCTION OF THIS PROJECT. 2. CEMENT: ASTM C150; TYPE I OR III 3. AGGREGATES: ASTM C33 (NORMAL WEIGHT) 4. CONCRETE: ALL CONCRETE SUBJECT TO EXPOSURE SHALL BE AIR -ENTRAINED 5% +/ - 1-1/2% BY VOLUME. AIR -ENTRAINING ADMIXTURE TO COMPLY WITH ASTM C-260 APPLICATION F'c (? 28 DAYS WT PCF a. UNDERPINNING 3000 145 b, FOUNDATION WALLS/ 3000 145 FOOTINGS c. SLAB -ON -GRADE 3500 145 5. REINFORCEMENT: a. DEFORMED REINFORCING BARS ASTM A615, GRADE 60 b. WELDED WIRE FABRIC (WWF) ASTM A185 6. STEEL: a. STRUCTURAL SHAPES & PLATES ASTM A36 b. HIGH STRENGTH BOLTS ASTM A325-N c. WELDING ELECTRODES AWS A5.1 OR A5.5, E70XX CONSTRUCTION: 1. GENERAL: a. REPRODUCTION OF ANY PORTION OF THE STRUCTURAL CONTRACT DRAWINGS FOR RESUBMITTAL AS SHOP DRAWINGS IS PROHIBITED. SHOP DRAWINGS PRODUCED IN SUCH A MANNER WILL BE REJECTED AND RETURNED. b. SUBMIT SHOP DRAWINGS AT LEAST 15 DAYS BEFORE DATE REVIEWED SUBMITTALS WILL WILL BE NEEDED. SHOP DRAWINGS SHALL BEAR THE CONTRACTOR'S STAMP OF APPROVAL WHICH SHALL CONSTITUTE CERTIFICATION THAT THE CONTRACTOR HAS VERIFIED ALL FIELD MEASUREMENTS, CONSTRUCTION CRITERIA, MATERIALS AND SIMILAR DATA AND HAS CHECKED EACH DRAWING FOR COMPLETENESS, COORDINATION AND COMPLIANCE WITH THE CONTRACT c. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ALLOWABLE CONSTRUCTION LOADS AND TO PROVIDE PROPERLY DESIGNED FORMWORK, STAGINGS, BRACING, SHEETING, SHORING, ETC. d. IMPLEMENTING JOB SAFETY CONSTRUCTION PROCEDURES AND TEMPORARY SHORING ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. e. CONTRACTOR SHALL REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATIONS OF OPENINGS, SLEEVES, CONCRETE HOUSEKEEPING PADS, INSERTS, AND DEPRESSIONS. f. SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR DETAILED INFORMATION REGARDING FINISHES, FIREPROOFING, ETC. g. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF MASONRY AND DRYWALL NON -LOAD BEARING PARTITIONS. PROVIDE SLIP CONNECTIONS THAT ALLOW VERTICAL MOVEMENT AT THE HEADS OF ALL SUCH PARTITIONS. CONNECTIONS ARE DESIGNED TO SUPPORT THE TOP OF THE WALLS LATERALLY FOR THE CODE -REQUIRED LATERAL LOAD. PROVIDE COMPRESSIBLE FIRESAFING AT TOP OF WALL AS REQUIRED BY ARCHITECTURAL DRAWINGS. h. IN CASE OF CONFLICT BETWEEN THE GENERAL NOTES, DETAILS AND SPECIFICATIONS, THE MOST RIGID REQUIREMENTS SHALL GOVERN. i. CONTRACTOR SHALL FURNISH DIMENSIONED SHOP DRAWINGS AT ALL LEVELS LOCATING FLOOR AND ROOF EDGES FOR REVIEW BY THE ARCHITECT AND STRUCTURAL ENGINEER. j. CONTRACTOR SHALL FURNISH DIMENSIONED COORDINATED SHOP DRAWINGS AT ALL LEVELS SHOWING THE LOCATIONS OF ALL SLEEVES AND OPENINGS REQUIRED BY ALL TRADES. 2. INSPECTION AND TESTING: a. UNLESS NOT REQUIRED BY THE BUILDING OFFICIALS, THE OWNER WILL ENGAGE A TESTING AGENCY AND A SPECIAL INSPECTOR TO PROVIDE SERVICES AS INDICATED ON STATEMENT OF SPECIAL INSPECTIONS. FOUNDATIONS & STRUCTURAL EARTHWORK: 1. GENERAL: a. CONTRACTOR SHALL VERIFY ALL EXISTING FIELD CONDITIONS THAT MAY AFFECT THE INSTALLATION OF THE FOUNDATION SYSTEM AS SHOWN PRIOR TO STARTING WORK. "STRUCTURAL GENERAL NOTES" b. EXISTING UTILITIES KNOWN TO BE IN THE CONSTRUCTION AREA HAVE BEEN INDICATED. THE SIZE, LOCATION AND DEPTH OF THE UTILITIES ARE NOT KNOWN EXACTLY AND MAY VARY SIGNIFICANTLY FROM THAT INDICATED. OTHER UNKNOWN UTILITIES NOT INDICATED MAY ALSO BE PRESENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING UTILITIES, WHETHER INDICATED OR NOT, WHICH MAY BE AFFECTED BY THE CONSTRUCTION PROCESS. c. ALL FOUNDATIONS SHALL BE PLACED ON UNDISTURBED FIRM, INORGANIC, VIRGIN SOIL OR COMPACTED STRUCTURAL FILL. BEARING ELEVATIONS ARE ESTIMATED FROM SOIL BORING DATA INDICATED IN THE GEOTECHNICAL REPORT. DETERMINATION OF FINAL BEARING ELEVATIONS AND FIELD VERIFICATION OF ALLOWABLE BEARING PRESSURE SHALL BE MADE BY AN EXPERIENCED QUALIFIED GEOTECHNICAL ENGINEER PRIOR TO PLACING FOUNDATIONS. d. CONCRETE FOR FOUNDATIONS SHALL BE PLACED ON THE SAME DAY SUBGRADE APPROVAL IS GIVEN BY THE GEOTECHNICAL ENGINEER. e. ALL SHORING, SHEETING, AND DEWATERING SHALL BE THE TOTAL RESPOSIBILITY OF THE CONTRACTOR. SHEETING AND SHORING SHALL BE DESIGNED BY THE CONTRACTOR'S ENGINEER REGISTERED IN THE PROJECT'S JURISDICTION. ALL SUBMITTALS SHALL BEAR CONTRACTOR'S /ENGINEERING SEAL AND SIGNATURE. 2. BACKFILL a. ALL BACKFILL SHALL BE APPROVED GRAVEL, COMPACTED TO 95% OPTIMUM DENSITY IN ACCORDANCE TO ASTM D-1557. b. NO BACKFILL MATERIAL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL THE CONCRETE HAS REACHED DESIGN STRENGTH OR ADEQUATE BRACING HAS BEEN INSTALLED. c. WHERE THE FINAL GRADE ELEVATIONS ARE APPROXIMATELY EQUAL ON BOTH SIDES OF A WALL, BACKFILL IN LIFTS TO MAINTAIN LEVEL ELEVATIONS WITHIN 12" ON BOTH SIDES AT ANY TIME. 3. STRUCTURAL FILL a. CONTROL FILL SHALL BE PROCESSED AGGREGATE BASE CONFORMING TO CONNDOT M.05.01. INSPECTION OF PLACEMENT OF COMPACTED STRUCTURAL FILL SHALL BE BY AN EXPERIENCED QUALIFIED GEOTECHNICAL ENGINEER. CONCRETE: 1. CAST -IN -PLACE a. REINFORCING STEEL CLEAR COVER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: NON -POST -TENSIONED CONCRETE: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" FOR BOTTOM OF FOOTINGS CONCRETE EXPOSED TO EARTH OR WEATHER #6 BARS AND LARGER 2" #5 AND SMALLER 1-1/2" CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND SLABS, WALL, JOISTS: #11 BARS OR SMALLER 3/4" b. ALL FORMWORK, SHORING AND RESHORING SHALL BE DESIGNED BY THE CONTRACTOR'S ENGINEER REGISTERED IN THE PROJECT'S JURISTICTION. ALL SUBMISSIONS SHALL BEAR THE ENGINEER'S SEAL AND SIGNATURE. c. NO SLEEVE SHALL BE PLACED THROUGH ANY CONCRETE ELEMENT UNLESS SHOWN ON THE STRUCTURAL DRAWINGS, APPROVED SLEEVING SHOP DRAWINGS OR SPECIFICALLY AUTHORIZED IN WRITING BY THE STRUCTURAL ENGINEER. d. CORE DRILLING OF FOUNDATIONS, SLABS, SHALL NOT BE PERMITTED, UNLESS AUTHORIZED IN WRITING BY THE STRUCTURAL ENGINEER. e. NO SPLICES OF REINFORCEMENT SHALL BE PERMITTED EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. MAKE BARS CONTINUOUS AROUND CORNERS. f. WHEN INSTALLING EXPANSION BOLTS OR ADHESIVE ANCHORS, THE CONTRACTOR SHALL TAKE MEASURES TO AVOID DRILLING OR CUTTING OF ANY EXISTING REINFORCING AND DESTRUCTION OF CONCRETE. HOLES SHALL BE BLOWN CLEAN PRIOR TO PLACING BOLTS OR ADHESIVE ANCHORS. g. THE CONCRETE SLABS SHALL BE FINISHED FLAT AND LEVEL WITHIN TOLERANCE, TO THE ELEVATION INDICATED ON THE DRAWINGS. CONTRACTOR SHALL PROVIDE ADDITIONAL CONCRETE REQUIRED DUE TO FORMWORK AND FRAMING DEFLECTION TO ACHIEVE THIS FINISHED TOP OF SLAB ELEVATION. h. CONSTRUCTION JOINTS FOR MILD REINFORCED CONCRETE SHALL BE LOCATED WITHIN MIDDLE THIRD OF SPAN. PROPOSED CONSTRUCTION JOINT LOCATIONS SHALL BE SHOWN ON REINFORCING STEEL SHOP DRAWINGS. ANY STOP IN CONCRETE MUST BE MADE WITH VERTICAL BULKHEADS AND HORIZONTAL KEYS, UNLESS OTHERWISE SHOWN. ALL REINFORCING IS TO BE CONTINUOUS THROUGH JOINTS. i. THE CONTRACTOR SHALL SUBMIT, FOR APPROVAL, A SHOP DRAWING INDICATING ALL PROPOSED CONSTRUCTION JOINT LOCATIONS AND ALL REINFORCING STEEL TO BE PLACED IN THE SLAB. ANY STOP IN CONCRETE WORK MUST BE MADE VERTICAL BULKHEADS, UNLESS OTHERWISE SHOWN. ALL REINFORCING IS TO BE CONTINUOUS THROUGH JOINTS. SLAB SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE UNLESS SHOWN OTHERWISE. DO NOT PLACE ELECTRICAL CONDUITS IN ANY SLAB. j. WELDED WIRE FABRIC REINFORCEMENT SHALL BE SUPPLIED IN SHEETS. LAP TWO FULL MESH LENGTHS AT SPLICES AND WIRE TOGETHER. k. ALL CONCRETE TO HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH (F'c) AS INDICATED IN SECTION "MATERIALS" ON THIS DRAWING. I. REINFORCING STEEL SHALL BE NEW BILLET STEEL OF INTERMEDIATE OR HARD GRADE CONFORMING TO SECTION "MATERIALS" ITEM #5 ON THIS DRAWING. m. ALL CONTINUOUS REINFORCING BARS SHALL BE LAPPED 48 BAR DIAMETERS, UNLESS NOTED OTHERWISE. n. WELDED WIRE FABRIC SHALL BE PLACED IN THE UPPER 1/3 OF THE SLAB ON GRADE AND SHALL CONFORM TO SECTION "MATERIALS" ITEM #5 ON THIS DRAWING. KEYS & ABBREVIATIONS PLAN KEY & ABBREVIATIONS: TWE INDICATES TOP OF WALL ELEVATION TPE INDICATES TOP OF PIER ELEVATION TSE INDICATES TOP OF SHELF ELEVATION BFE INDICATES BOTTOM OF FOOTING ELEVATION FX.X INDICATES CONCRETE FOOTING MARKER (SEE COLUMN FOOTING SCHEDULE ON DWG. S-02). PX.X INDICATES CONCRETE PIER MARKER (SEE CONCRETE PIER SCHEDULE ON DWG. S-02). BP-X INDICATES BASE PLATE TYPE (SEE SCHEDULE ON DWG. S-5). FS INDICATES FOOTING STEP (SEE TYPICAL DETAIL ON DWG. S-02). CJ INDICATES CONTRACTION OR CONSTRUCTION JOINT (SEE TYPICAL DETAIL ON DWG. S-02). I. CONCRETE MASONRY: 1. ALL MASONRY SHALL CONFORM TO AND BE ERECTED IN ACCORDANCE WITH THE AMERICAN STANDARD BUILDING CODE REQUIREMENTS FOR MASONRY AND THE NATIONAL CONCRETE MASONRY ASSOCIATION FOR THE DESIGN AND CONSTRUCTION OF LOAD BEARING MASONRY. 2. ALL MASONRY WALLS ARE TO BE CONSTRUCTED OF CONCRETE MASONRY WITH COMPRESSIVE SIRE[NG I II f Im = i 9vv Psi. THE GEIr�"II \r_%L C01VI iIIViCi vR is RE 11- %aI I%j I ASS;;RE Iv"ASOINI \ I STRENGTH AS SPECIFIED. 3. TYPE'IS" MORTAR SHALL BE USED IN ALL CMU MASONRY, TYPE W MORTAR FOR BRICK VENEER.. 4. DUR-O-WALL TYPE JOINT REINFORCING SHALL BE INSTALLED IN ALTERNATE COURSES OF MASONRY. 5. PROVIDE REINFORCED BOND BEAMS AND VERTICAL REINFORCING AS CALLED FOR ON THE DRAWINGS. 6. GROUT FOR BOND BEAMS AND CORE FILL AT VERTICAL REINFORCING BARS SHALL DEVELOP A MIN. COMPRESSIVE STRENGTH OF3000 psi AT 28 DAYS. CONDUCT FIELD TESTS IN ACCORDANCE WITH THE SCHEDULE OF INSPECTION. 7. ALL REINFORCING BARS USED IN MASONRY SHALL BE GRADE 60 CONFORMING TO ASTM A-615. ALL LAP SPLICES SHALL BE A MIN. 48 BAR DIAMETERS. LOW LIFT GROUT CONSTRUCTION (5'-0" MAX. HEIGHT PER LIFT). 8. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF "SPECIFICA- TIONS FOR MASONRY STRUCTURES (ACI 530.1/ASCE 6-95)" PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE, EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THE CONTRACT DRAWINGS. 9. ALL REINFORCEMENT SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED. PROVIDE LONGEST PRACTICAL LENGTHS TO MINIMIZE SPLICES. 10. ALL BLOCK CORES CONTAINING REINFORCEMENT SHALL BE GROUTED SOLID. ALL REINFORCEMENT, INCLUDING DOWELS SHALL BE ACCURATELY PLACED, SUPPORTED AND TIED. PLACE VERTICAL REINFORCEMENT IN MIDDLE OF CORES AND OFFSET TO CLEAR STRUCTURAL STEEL WHERE REQUIRED. MASONRY INSERTS, INSULATION INSERTS, IF USED, SHALL BE REMOVED FROM MASONRY CORES WHERE VERTICAL REINFORCING OCCURS. 11. AT CONTROL JOINTS, HORIZONTAL REINFORCING SHALL BE DISCONTINUOUS ACROSS JOINTS AT ALTERNATE REINFORCING COURSES. (HORIZONTAL REINFORCING SHALL BE CONTINUOUS ACROSS JOINTS AT 32" o/c VERTICAL) 12. WHERE VERTICAL REINFORCING IS TO PASS THROUGH MASONRY BOND BEAMS, PROVIDE MASONRY UNITS PREFABRICATED WITH SLOTTED BOTTOM SHELLS OR PRE -DRILL BOTTOM SHELL AS REQUIRED. 13. STEEL LADDER -TYPE REINFORCEMENT FOR USE IN HORIZONTAL BED JOINTS OF ALL WALL UNITS SHALL BE PREFABRICATED FROM COLD DRAWN STEEL WIRE CONFORMING TO ASTM SPECIFICATION A-82 AND SHALL CONSIST OF TWO 3/16" DIAMETER DEFORMED LONGITUDINAL SIDE RODS WELDED AT 16" INTERVALS TO A CONTINUOUS DIAGONAL CROSS ROD FORMING A TRUSS DESIGN. 14. OUT TO OUT SPACING OF SIDE RODS SHALL BE APPROXIMATELY 2" LESS THAN THE NOMINAL THICKNESS OF THE WALL OR WYTHE. 15. CROSS RODS SHALL NOT BE LESS THAN No. 9 GAUGE. 16. PREFABRICATED OR JOB FABRICATED CORNER AND TEE SECTIONS SHALL BE USED TO FORM CONTINUOUS REINFORCEMENT AROUND CORNERS. 17. HORIZONTAL LADDER -TYPE WALL REINFORCEMENT SHALL BE USED IN RFD JOINTS 18" o/C VERT- IN ALL MASONRY WALLS STARTING ATOP FIRST BASE COURSE AND IN THE FIRST AND SECOND BED JOINTS ABOVE LINTELS AND BELOW SILLS IN WALL OPENINGS EXTENDING 2 FEET BEYOND JAMBS. 18. PROVIDE GALVANIZED WIRE POSITIONERS SPACED AT NOT MORE THAN 10 FEET. LOCATE THE FIRST POSITIONER WITHIN 40 INCHES OF THE TOP OF THE FOUNDATION. 19. GENERAL CONTRACTOR SHALL COORDINATE THE LOCATIONS OF VERTICAL REINFORCING FROM FOUNDATION, WITH VERTICAL REINFORCING OF MASONRY WALL. 20. AT EXPANSION JOINTS, HORIZONTAL REINFORCING SHALL BE DISCONTINUOUS ACROSS JOINTS AT EVERY REINFORCING COURSE. WOOD FRAMING 1. STRUCTURAL LUMBER INCLUDES: ROOFJOISTS, BUILT-UP HEADERS BEAMS, STUD WALLS, TIES, AND BLOCKING USE NEW LUMBER CONFORMING TO NOMINAL SIZES INDICATED. 2. ALL LUMBER SUPPORT FRAMING SHALL BE DOUGLAS FIR #2 OR BETTER, AND HAVE THE FOLLOWING MINIMUM STRENGTH PROPERTIES: MODULUS OF ELASTICITY E = 1,600,000 PSI BENDING STRESS Fb = 875 PSI COMPRESSION PERPENDICULAR TO GRAIN Fc = 625 PSI COMPRESSION PARALLEL TO GRAIN Fc= 1,150 PSI HORIZONTAL SHEAR Fv = 95 PSI TENSION PARALLEL TO GRAIN Ft = 450 PSI 3. PANEL SPACING: 1/16" AT ENDS- 1/8" AT EDGES U.O..N., STAGGER JOINTS. 4. STRUCTURAL PLYWOOD SHALL CONFORM TO REQUIREMENTS OF THE AMERICAN PLYWOOD ASSOCIATION (APA) EXPOSURE. 5. ANY INTERIOR BEARING WALLS NOT LABELED AS SHEAR WALLS SHALL BE FRAMED WITH 2x6 @ 16" o/c MAX. STUDS. 6. ALL INTERIOR BEARING WALL HEADERS FOR OPENINGS (LESS THAN 4'-6") NOT LABELED ON PLAN SHALL BE MINIMUM DOUBLE 2x12 IN 2x4 WALLS, MINIMUM TRIPLE 2x10'S IN 2x6 WALLS. 7. PROVIDE PROPER FITTED METAL HANGERS AT END OF ALL JOISTS/GIRDERS FRAMING INTO THE FACE OF OTHER ELEMENTS (FASTEN USING ALL CONNECTION CALLS PER MANUFACTURER GUIDELINES). MICROLLAM ILVL 2.0E 1. MICROLLAM LAMINATED VENEER LUMBER (LVL) SHALL BE FABRICATED OF EASTERN SPECIES (ES) OR WESTERN SPECIES (WS).. THE FINISH PRODUCT SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: SHEAR MODULUS OF ELASTICITY G = 125,000 PSI. MODULUS OF ELASTICITY E = 2,000,000 PSI FLEXURAL STRESS Fb = 2,600 PSI TENSION STRESS Fb = 1,555 PSI COMPRESSION PERPENDICULAR TO GRAIN PARALLEL TO GLUE LINE Fc = 750 PSI. COMPRESSION PARALLEL TO GRAIN Fc,= 2510 PSI HORIZONTAL SHEAR PERPENDICULAR TO GLUE LINE Fv = 285 PSI DIMENSIONS: 1. THE G.C. SHALL COORDINATE THE DIMENSIONS AND LOCATIONS OF THE ROOF, FLOOR & WALL OPENINGS SO THE FRAMING PROPERLY FITS THE REQUIREMENTS OF ALL TRADES. 2. THE G.C. SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD, PRIOR TO FABRICATION AND INSTALLATION OF ANY NEW MATERIALS. STRUCTURAL STEEL: 1. GENERAL: a. STEEL ANGLE LINTELS ARE TO BE ASTM A36. b. ALL SHOP AND FIELD CONNECTIONS SHALL BE MADE WITH HIGH STRENGTH BOLTS OR WELDS. c. PROVIDE ACCESS FOR INSPECTIONS OF ALL SHOP AND FIELD CONNECTIONS FOR PROPER MATERIALS AND WORKMANSHIP. d. ALL STRUCTURAL STEEL THAT IS LOCATED IN EXTERIOR UNHEATED SPACES, INCLUDING STEEL DIRECTLY EXPOSED TO WEATHER, SHALL BE HOT DIPPED GALVANIZED. e. CERTIFIED COPIES OF MILL TEST REPORTS SHALL BE SUBMITTTED TO THE STRUCTURAL ENGINEER. f. THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER OF ANY FABRICATION OR ERECTION ERRORS OR DEVIATIONS AND RECEIVE WRITTEN APPROVAL BEFORE ANY FIELD CORRECTIONS ARE MADE. g. THE FABRICATOR AND ERECTOR ARE RESPONSIBLE FOR THE DESIGN OF TEMPORARY BRACING AND RECOMMENDED ERECTION PROCEDURES. h. GAS CUTTING TORCHES SHALL NOT BE USED TO CORRECT FABRICATION ERRORS WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER. IRZDesiyn Associates, Inc. MECHANICAL, ELECTRICAL, AND STRUCTURAL ENGINEERING 750 OLD MAIN STREET SUITE 202 ROCKY HILL, CT 06067 P. (860) 4364336 F: (860) 4364450 www.rzdesignassociates.com SEAL Rs4 C PROJECT NORTH CODE COMPLIANCE REVIEW SUBMISSION HISTORY /�\ I PCR COMMENTS 10/08/19 JOB INFO ELEVATOR INSTALLATION for South Windsor Ellsworth Central Office 1737 Main Street South Windsor, CT #132-0090CV DWG DATA PROJECT NUMBER: SUBMISSION DATE: DRAWN: REVIEWED: SCALE: D WG TI TILE 19-129 09/17/2019 CZ JP AS NOTED STRUCTURAL GENERAL NOTES DWG # S 01 i. WELDERS SHALL HAVE CURRENT EVIDENCE OF PASSING THE APPROPRIATE AWS QUALIFICATION TESTS. I EXIST'G CONCRETE FOOTING I IV MAX. —}--- 3'-0" (Fc = 3,000 PSI. INSTALL NEW UNDERPINNING (TYP) CONCRETE IN CHECKERBOARD PATTERN SHOWN) TYPICAL UNDERPINNING ELEVATION SCALE: NONE FNDN. WALL AIN MIN. 3" DRYPACK TO BOTTOM OF EXIST'G. FTG. NEW CONC. UNDERPINNING BELOW EXIST'G. FNDN. FOOTING TO BE POURED IN T-0" MAX. LONG SECTIONS. TYPICAL UNDERPINNING SECTION SCALE: NONE UNDERPINNING NOTES: 1. THE CONTRACTOR SHALL ENGAGE THE SERVICES OF A PROFESSIONAL ENGINEER HAVING A MINIMUM OF 10 YEARS EXPERIENCE IN UNDERPINNING WORK, WHO IS REGISTERED IN THE STATE OF CONNECTICUT AND WILL PREPARE ALL SUBMITTALS REQUIRED AND BE FULLY RESPONSIBLE FOR DETAILED DESIGN AND CONSTRUCTION SPECIFICATIONS AND PROVIDE SUPERVISION DURING CONSTRUCTION OF THE UNDERPINNING WORK. 2. SUBMIT CONTRACTOR'S AND CONTRACTOR'S ENGINEERS QUALIFICATIONS FOR STRUCTURAL ENGINEER'S REVIEW PRIOR TO START OF WORK. 3. THE CONTRACTOR SHALL PREPARE A REPORT OF THE STRUCTURAL PRECONDITION SURVEY OF THE EXISTING BUILDING. THE PRECONDITION SURVEY REPORT SHALL INCLUDE A DETAILED ON -SITE INSPECTION OF THE INTERIOR AND EXTERIOR OF THE BUILDING WITH PHOTOGRAPHS DOCUMENTING THE EXISTING CONDITIONS OF THE BUILDING. 4. THE CONTRACTOR SHALL FURNISH, INSTALL AND PERFORM THE NECESSARY APPROACH EXCAVATION, TIMBER LAGGING, JACKS, CONCRETING, WEDGING, SHIMMING DRY PACKING AND ALL OTHER WORK REQUIRED TO SAFELY SUPPORT, PROTECT, AND MAINTAIN THE INTERIOR AND EXTERIOR OF THE BUILDING IN THEIR EXISTING CONDITION. ANY MOVEMENT OR DAMAGE TO THE BUILDING SHALL BE CORRECTED TO THE SATISFACTION OF THE OWNER AND STRUCTURAL ENGINEER AT THE SOLE EXPENSE OF THE CONTRACTOR. 5. THE UNDERPINNING DETAIL IS INTENDED TO BE USED WHEN SOIL CONDITIONS ARE CONDUCIVE TO UNDERPINNING, i.e. DENSE GRANULAR OR GRAVELLY SOILS OR STIFF COHESIVE SOILS. IF SOILS OTHER THAN THESE, SUCH AS LOOSE SANDS, SOFT CLAYS, OR FILL ARE ENCOUNTERED, CONTACT THE OWNER'S AND CONTRACTOR'S ENGINEERS FOR ALTERNATE INSTRUCTIONS TO BE TAILORED TO THE SPECIFIC CONDITIONS ENCOUNTERED. 6. THE TECHNIQUE CONSISTS OF DIGGING SOIL FROM BENEATH THE EXISTING WALL/FOOTING AND REPLACING IT WITH CONCRETE IN SECTIONS OR COLUMNS, ONE AT A TIME, IN SEQUENCE "A", THEN "B" AND THEN "C" DOWN TO THE PROPOSED BOTTOM OF FOOTING ELEVATION. 7. INITIAL EXCAVATION IS DOWN TO BOTTOM OF EXISTING FOUNDATION. EXCAVATION FOR UNDERPINNING COLUMN "A" MAY THEN BEGIN. ONCE THE UNDERPINNING CONCRETE IS CAST, GROUT SOLID TO BOTTOM OF EXISTING FOOTING, AND CURED 48 HOURS, THEN EXCAVATION FOR COLUMN "B" MAY COMMENCE. ETC. 8. GROUT FOR SPACE BETWEEN EXISTING FOUNDATIONS AND NEW CONCRETE: APPLY SIKA "SIKADUR 32 HI -MOD LPL" EPDXY BONDING AGENT TO BOTH THE BOTTOM OF THE EXISTING FOUNDATION AND THE TOP OF THE NEW UNDERPINNING CONCRETE. PACK SIKA "SIKAGROUT 212" WHILE BONDING AGENT IS STILL TACKY. A d CONCRETE WALL G a G 4 G a G LAP BAR 48 BAR DIA. TYPICAL a G G STEP BAR TO MATCH CONTINUOUS REINFORCEMENT SIZE AND SPACING 1 (MAX.) \ I I NOTE: 2 FOR "T" DIMENSION SEE APPROPRIATE LAP BAR 48 BAR DIA. FOUNDATION WALL SECTION TYPICAL TYPICAL ELEVATION OF STEPPED FOOTING DETAIL SCALE: NONE CMU WALL REBAR REINFORCEMENT x o < N f— 1. PROVIDE #5@32" o/c CONTINUOUS VERTICAL REINFORCEMENT IN ALL 8" CMU UNITS. PROVIDE ADDITIONAL CONTINUOUS 1- #5 VERTICAL AT FIRST 3 CORES AT EACH CORNER, IN EACH JAMB OF EACH OPENING, AT ALL ELEVATOR CONNECTION POINTS, AND AT EACH END OF WALL. EXTEND BARS MINIMUM 24" BEYOND OPENINGS. DOWEL ALL VERTICAL REINFORCEMENT TO FOUNDATION WALL WITH 1'-3" MINIMUM EMBEDMENT. LAP BARS 48 BAR DIAMETERS MINIMUM. FULLY GROUT ALL REINFORCED MASONRY CELLS. 2, PROVIDE CONTINUOUS BOND BEAM REINFORCED WITH 1- #5 CONTINUOUS AT TOP OF WAI I S ABOVE EACH OPENING AND AT EACH STRUCTURALLY CONNECTED FLOOR LEVEL. EXTEND EXTEND BARS MINIMUM 24" BEYOND OPENINGS. IADD'L. 1- #5 VERTICAL I �_I-#5 VERTICAL I DOWELS AT EACH SIDE DOWELS TO MATCH IOF WALL OPENING —� f I VERTICAL WALL REINF. I SEE PLAN AND PLAN II FOR SPACING —� TYPICAL MASONRY WALL REINFORCING ELEVATION AT WALL OPENINGS SCALE: NOT TO SCALE Uijj Wyj LU �w CONCRETE SLAB - SEE PLAN FOR SLAB THICKNESS & SLAB REINFORCING VAPOR BARRIER ' MIN. 12" LAYER OF COMPACTED CRUSHED STONE COMPACTED GRANULAR FILL SEE GEOTECHNICAL REPORT FOR GRADATION, COMPACTION AND DEPTH REQUIREMENTS TYPICAL INTERIOR SLAB ON GRADE SCALE: NONE LAP 48 x BAR DIA. LAP 48 x BAR DIA. 24xBAR DIA. a 00 x Q i a- � CORNER BAR ¢J m SIZE AND SPACING TO 1y//_ito] lcML1CI REINFORCING HORIZONTAL REINFORCING. FOR SIZE AND SPACING SEE PLAN & DETAILS DETAIL APPLIES TO WALLS AND FOOTINGS TYPICAL CONCRETE WALL SCALE: NONE MAX. (SEE CMU 1- #5 VERTICAL 1-#5 VERTICAL 1- #5 VERTICAL MAX. (SEE CMU GROUT FILL ALL CORES SOLID AT ALL REBAR LOCATIONS- FULL HEIGHT OF MASONRY WALL IT- PLAN DETAIL OF MASONRY WALL VERTICAL REINFORCING SCALE: 3/4" = V-0" SEE NOTES AND SECTIONS FOR ADDITIONAL HORIZONTAL WALL REINFORCEMENT REQUIREMENTS. U C C O N i N C Q N C Cn O E CF O a O u Druntmey Rosane Anderson, Inc. 235 Bear dill Road, Fourth Floor Walthan-i, P-1A 02451 617.964.1700 info@draws.com Planning I Architecture I interior Design SOUTH WINDSOR BOE ELEVATOR 1737 MAIN STREET SOUTH WINDSOR, CT Design Associates, Inc. MECHANICAL, ELECTRICAL, AND STRUCTURAL ENGINEERING 750 OLD MAIN STREET SUITE 202 ROCKY HILL, CT 06067 P. (860) 436-4336 F. (860) 436-4450 www.rzdesignassociates.com STRUCTURAL DETAILS SWb: AS NOTED Job No.: 0.00 Drown By: CZ Dote: 06/10/2019 MAX. —}--- 3'-0" (Fc = 3,000 PSI. INSTALL NEW UNDERPINNING (TYP) CONCRETE IN CHECKERBOARD PATTERN SHOWN) TYPICAL UNDERPINNING ELEVATION SCALE: NONE FNDN. WALL AIN MIN. 3" DRYPACK TO BOTTOM OF EXIST'G. FTG. NEW CONC. UNDERPINNING BELOW EXIST'G. FNDN. FOOTING TO BE POURED IN T-0" MAX. LONG SECTIONS. TYPICAL UNDERPINNING SECTION SCALE: NONE UNDERPINNING NOTES: 1. THE CONTRACTOR SHALL ENGAGE THE SERVICES OF A PROFESSIONAL ENGINEER HAVING A MINIMUM OF 10 YEARS EXPERIENCE IN UNDERPINNING WORK, WHO IS REGISTERED IN THE STATE OF CONNECTICUT AND WILL PREPARE ALL SUBMITTALS REQUIRED AND BE FULLY RESPONSIBLE FOR DETAILED DESIGN AND CONSTRUCTION SPECIFICATIONS AND PROVIDE SUPERVISION DURING CONSTRUCTION OF THE UNDERPINNING WORK. 2. SUBMIT CONTRACTOR'S AND CONTRACTOR'S ENGINEERS QUALIFICATIONS FOR STRUCTURAL ENGINEER'S REVIEW PRIOR TO START OF WORK. 3. THE CONTRACTOR SHALL PREPARE A REPORT OF THE STRUCTURAL PRECONDITION SURVEY OF THE EXISTING BUILDING. THE PRECONDITION SURVEY REPORT SHALL INCLUDE A DETAILED ON -SITE INSPECTION OF THE INTERIOR AND EXTERIOR OF THE BUILDING WITH PHOTOGRAPHS DOCUMENTING THE EXISTING CONDITIONS OF THE BUILDING. 4. THE CONTRACTOR SHALL FURNISH, INSTALL AND PERFORM THE NECESSARY APPROACH EXCAVATION, TIMBER LAGGING, JACKS, CONCRETING, WEDGING, SHIMMING DRY PACKING AND ALL OTHER WORK REQUIRED TO SAFELY SUPPORT, PROTECT, AND MAINTAIN THE INTERIOR AND EXTERIOR OF THE BUILDING IN THEIR EXISTING CONDITION. ANY MOVEMENT OR DAMAGE TO THE BUILDING SHALL BE CORRECTED TO THE SATISFACTION OF THE OWNER AND STRUCTURAL ENGINEER AT THE SOLE EXPENSE OF THE CONTRACTOR. 5. THE UNDERPINNING DETAIL IS INTENDED TO BE USED WHEN SOIL CONDITIONS ARE CONDUCIVE TO UNDERPINNING, i.e. DENSE GRANULAR OR GRAVELLY SOILS OR STIFF COHESIVE SOILS. IF SOILS OTHER THAN THESE, SUCH AS LOOSE SANDS, SOFT CLAYS, OR FILL ARE ENCOUNTERED, CONTACT THE OWNER'S AND CONTRACTOR'S ENGINEERS FOR ALTERNATE INSTRUCTIONS TO BE TAILORED TO THE SPECIFIC CONDITIONS ENCOUNTERED. 6. THE TECHNIQUE CONSISTS OF DIGGING SOIL FROM BENEATH THE EXISTING WALL/FOOTING AND REPLACING IT WITH CONCRETE IN SECTIONS OR COLUMNS, ONE AT A TIME, IN SEQUENCE "A", THEN "B" AND THEN "C" DOWN TO THE PROPOSED BOTTOM OF FOOTING ELEVATION. 7. INITIAL EXCAVATION IS DOWN TO BOTTOM OF EXISTING FOUNDATION. EXCAVATION FOR UNDERPINNING COLUMN "A" MAY THEN BEGIN. ONCE THE UNDERPINNING CONCRETE IS CAST, GROUT SOLID TO BOTTOM OF EXISTING FOOTING, AND CURED 48 HOURS, THEN EXCAVATION FOR COLUMN "B" MAY COMMENCE. ETC. 8. GROUT FOR SPACE BETWEEN EXISTING FOUNDATIONS AND NEW CONCRETE: APPLY SIKA "SIKADUR 32 HI -MOD LPL" EPDXY BONDING AGENT TO BOTH THE BOTTOM OF THE EXISTING FOUNDATION AND THE TOP OF THE NEW UNDERPINNING CONCRETE. PACK SIKA "SIKAGROUT 212" WHILE BONDING AGENT IS STILL TACKY. A d CONCRETE WALL G a G 4 G a G LAP BAR 48 BAR DIA. TYPICAL a G G STEP BAR TO MATCH CONTINUOUS REINFORCEMENT SIZE AND SPACING 1 (MAX.) \ I I NOTE: 2 FOR "T" DIMENSION SEE APPROPRIATE LAP BAR 48 BAR DIA. FOUNDATION WALL SECTION TYPICAL TYPICAL ELEVATION OF STEPPED FOOTING DETAIL SCALE: NONE CMU WALL REBAR REINFORCEMENT x o < N f— 1. PROVIDE #5@32" o/c CONTINUOUS VERTICAL REINFORCEMENT IN ALL 8" CMU UNITS. PROVIDE ADDITIONAL CONTINUOUS 1- #5 VERTICAL AT FIRST 3 CORES AT EACH CORNER, IN EACH JAMB OF EACH OPENING, AT ALL ELEVATOR CONNECTION POINTS, AND AT EACH END OF WALL. EXTEND BARS MINIMUM 24" BEYOND OPENINGS. DOWEL ALL VERTICAL REINFORCEMENT TO FOUNDATION WALL WITH 1'-3" MINIMUM EMBEDMENT. LAP BARS 48 BAR DIAMETERS MINIMUM. FULLY GROUT ALL REINFORCED MASONRY CELLS. 2, PROVIDE CONTINUOUS BOND BEAM REINFORCED WITH 1- #5 CONTINUOUS AT TOP OF WAI I S ABOVE EACH OPENING AND AT EACH STRUCTURALLY CONNECTED FLOOR LEVEL. EXTEND EXTEND BARS MINIMUM 24" BEYOND OPENINGS. IADD'L. 1- #5 VERTICAL I �_I-#5 VERTICAL I DOWELS AT EACH SIDE DOWELS TO MATCH IOF WALL OPENING —� f I VERTICAL WALL REINF. I SEE PLAN AND PLAN II FOR SPACING —� TYPICAL MASONRY WALL REINFORCING ELEVATION AT WALL OPENINGS SCALE: NOT TO SCALE Uijj Wyj LU �w CONCRETE SLAB - SEE PLAN FOR SLAB THICKNESS & SLAB REINFORCING VAPOR BARRIER ' MIN. 12" LAYER OF COMPACTED CRUSHED STONE COMPACTED GRANULAR FILL SEE GEOTECHNICAL REPORT FOR GRADATION, COMPACTION AND DEPTH REQUIREMENTS TYPICAL INTERIOR SLAB ON GRADE SCALE: NONE LAP 48 x BAR DIA. LAP 48 x BAR DIA. 24xBAR DIA. a 00 x Q i a- � CORNER BAR ¢J m SIZE AND SPACING TO 1y//_ito] lcML1CI REINFORCING HORIZONTAL REINFORCING. FOR SIZE AND SPACING SEE PLAN & DETAILS DETAIL APPLIES TO WALLS AND FOOTINGS TYPICAL CONCRETE WALL SCALE: NONE MAX. (SEE CMU 1- #5 VERTICAL 1-#5 VERTICAL 1- #5 VERTICAL MAX. (SEE CMU GROUT FILL ALL CORES SOLID AT ALL REBAR LOCATIONS- FULL HEIGHT OF MASONRY WALL IT- PLAN DETAIL OF MASONRY WALL VERTICAL REINFORCING SCALE: 3/4" = V-0" SEE NOTES AND SECTIONS FOR ADDITIONAL HORIZONTAL WALL REINFORCEMENT REQUIREMENTS. U C C O N i N C Q N C Cn O E CF O a O u Druntmey Rosane Anderson, Inc. 235 Bear dill Road, Fourth Floor Walthan-i, P-1A 02451 617.964.1700 info@draws.com Planning I Architecture I interior Design SOUTH WINDSOR BOE ELEVATOR 1737 MAIN STREET SOUTH WINDSOR, CT Design Associates, Inc. MECHANICAL, ELECTRICAL, AND STRUCTURAL ENGINEERING 750 OLD MAIN STREET SUITE 202 ROCKY HILL, CT 06067 P. (860) 436-4336 F. (860) 436-4450 www.rzdesignassociates.com STRUCTURAL DETAILS SWb: AS NOTED Job No.: 0.00 Drown By: CZ Dote: 06/10/2019 EXISTING 2x1, WOOD JOIST; 16"o.c. (V.I.F.) NOTES: 1. COORDINATE EXACT SIZE AND LOCATION OF NEW CMU ELEVATOR SHAFT WITH ARCHITECTURAL AND ELEVATOR DRAWINGS. 2. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR EXACT SIZE AND LOCATION OF NEW OPENINGS THROUGH EXISTING MASONRY WALLS. SEE DWG. S-2 FOR LOOSE LINTEL SCHEDULE. 5 ATTIC FLOOR FRAMING PLAN S-1 SCALE: 1 /4" = 11-011 I IIVV V �K WALL. CORR. 00o JD E PORTION *TS AFTER G WALLS STALLED - EXISTING 2 YZ WOOD JOIST; 16"o.c. (V.I.F.) MAINTENANC 107 2 FOUNDATION PLAN S-1 SCALE: 1 /4" = 11-0" 4 SECOND FLOOR FRAMING PLAN S-1 SCALE: 1 /4" = 11-011 In 011 1l7 O NALL. IORTION AFTER NALLS kLLED - EXISTING 2 WOOD JOIST 16"o.c. (V.I.F.) STOR 000 4"x%"x10" BEARING PLATE WITH (2) %4'O x 0'-5" LONG HEADED SHEAR STUDS WELDED ON BOTTOM, EMBEDDED INTO CMU BOND BEAM. — W8x15 HOIST BM. (MIN. 13'-10" CLEARANCE FROM FINISH 2ND FLOOR LEVEL TO UNDERSIDE OF HOIST BEAM). WELD TO BEARING PLATES — NEW 8" CMU WALL I MAINTENANCE 107 [SEE ARCH. DWGS. FOR ELEVATOR SHAFT WALL AND ROOF FRAMING] NEW CONT. P.T. 3x12 LEDGER FASTENED TO CMU WITH GALVANIZED %" 0 HAS RODS @ 16"o.c. MAX., STAGGERED TOP AND BOTTOM (EMBED MIN. 5%2' WITH HILTI HIT HY-200 HYBRID ADHESIVE) (TYP. ON 3 SIDES). EXIST, STEEL GIRDER (V.I.F.) EXIST. STEEL PIPE COLUMN TEMPORARILY SHORE EXISTING FRAMING FROM ATTIC DOWN TO LOWEST LEVEL/SLAB ON GRADE (350 LBS/FT EACH FLOOR LEVEL, ACCUMULATING TO 1050 LBS/FT AT LOWEST LEVEL). CORR. 000 B S-2 NEW 8" I j CMIJ WAL (` 17,(00 �r TEMFIORARILY 3HOFN C s 2 "x12" '-EVEL/SLA XIS ATTICDOWN BS/ ING T EA RA T B ON H FI.00R ING LOWEST GRA R E (3 LEVEL, 0 I I s- CCLIMUL TIN TO 1050 -BS/F T AT LOW ST LEVEL) - B M I NTE AN E s-2 1 7 LqR ft EXIST. STEEL PIPE COLUMN —t EXIST. STEEL GIRDER (V.I.F.) 3 FIRST FLOC S-1 SCALE: 1 /4" = 11-0" �— EXISTING 8" BRICK WALL. PIF CORR. 000 (CUT AND REMOVE PORTION OF JOISTS AFTER BEARING WALLS ARE INSTALLED - TYP.) U O Drurnmey Rosane Anderson, Inc. 235 Bear Hill Read, Fotirth Floor Waltham, MA 02451 617.9 64.1700 infopdraws.com Planning I Architecture I Interior Design SOUTH WINDSOR BOE ELEVATOR 1737 MAIN STREET SOUTH WINDSOR, CT �RZDesign Associates, Inc. MECHANICAL, ELECTRICAL, AND STRUCTURAL ENGINEERING 750 OLD MAIN STREET SUITE 202 ROCKY HILL, CT 06067 r: (860) 4386 1336 A (860) 436-4450 www.rzdesignassociates.com H STRUCTURAL PLANS SOW AS NOTED &b W.: 0.00 Drawn By: JP Smi Dote: 06/10/2019 REVISED 11/27/19 NEW CMU WALL CONSTRUCTION, SEE ARCH. DWGS. I I b" UMU WAL W/ 1-#5V. @ MAX., AT JA AT 3 CORElc EACH CORD T.O. 1ST OR 2ND FL ELEV. VARIES GROUT ALL CORES SOL LEDGER BE u n i crXAiA V CONT. BONI BM. REINF.' 145 HORIZ. (GROUT ALI CORES WIT REBAR SOL NEW CMU WALL - CONSTRUCTION, SEE ARCH. 8" CMU WAL W/ 1-#5V. @ MAX., AT JA AT 3 CORE: EACH CORI` HOISTWAY GROUT ALL CORES SOL LEDGER BE CONT. BON' BM. REINF.' 145 HORIZ. (GROUT ALI CORES WIT REBAR SOL PROVIDE NEW L3 Y"x2 Y2'x $" LLV AT DOOR SILL, IF REQUIRED. FASTEN TO EXISTING BRICK MASONRY WITH %" 0 HAS RODS @ 16" o.c. MAX. WITH HILTI HIT HY-70 ADHESIVE (MIN. 4 Y2" EMBED) H O I STV1 EXISTING SEE L SCHE NOTE: 3x12 SHALL BE SOLID -SAWN LUMBER NEW CONT. P.T. 3x12 LEDGER FASTENED TO CMU WITH GALVANIZED %" 0 HAS RODS @ 16"o.c. MAX., STAGGERED TOP AND BOTTOM (EMBED MIN. 5Y2' WITH HILTI HIT HY-200 HYBRID ADHESIVE). 0 Lo 2 %" t (COORD. WITH ARCH.) ffd nnXA=i c n a P"n MAX. EMBED MIN. 5" WITH HILTI HIT HY-200 HYBRID ADHESIVE. SAWCUT EXISTING FTG. AS REQUIRED #5 VERT. @ 12"o.c. #5 HORIZ. @ 12"o.c. EXISTING MASONRY BEYOND i#4 DOWELS @ 18"o.c. nnA)(. EMBED MIN. 5" WITH HILTI HIT HY-200 HYBRID ADHESIVE. tXIS I ING FOU I ING (VERIFY GEOMETRY IN THE FIELD) F MIN. 3" DRYPACK SECTION rA NEW CAST -IN PLACE CONC. a UNDERPINNING (SEE PLAN SCALE: 1-1/2" = 1'-0" S-2 AND UNDERPINNING a / NEW 12" CONC. MAT SLAB REINF. WITH #5@12"o.c. MAX. EA. WAY, TOP & BOT.— EXISTING WOOD FLOOR DECK (V.I.F.) NEW CONT. P.T. 3x12 LEDGER FASTENED TO CMU WITH GALVANIZED s" 0 HAS RODS @ 16"o.c. MAX., STAGGERED TOP AND BOTTOM (EMBED MIN. 5 Y2" WITH HILTI HIT HY-200 HYBRID ADHESIVE). EXISTING 2 %"x12" WD. FLOOR JOISTS (2x12 @ ATTIC - SEPARATE SECTION) @ 16"o.c. (V.I.F.). FASTEN TO 3x12 WITH FITTED SIMPSON STRONG -TIE FACE MOUNT HANGER (NAIL EACH HOLE PROVIDED WITH CORROSION RESISTANT NAILS) SECTION B SCALE: 1-1/2" = 1'-0" �-2 SECTION c SCALE: 3/4" = 1'-0" �-2 1ST & 2ND FL J. VARIES 0 I =III -I- MIN. 10 MIL VAPOR RETARDER ATOP APPROVED SUBGRADE. CONT. VOLCLAY Rx WATERSTOP. SECTION D SCALE: 3/4" = 1'-0" �-2 COORDINATE EXACT LOCATION, GEOMETRY AND DEPTH WITH ARCHITECTURAL DRAWINGS. LINTEL SCHEDULE FOR MASONRY WALLS PROVIDE LINTELS WHETHER SHOWN OR NOT SHOWN ON STRUCTURAL DRAWINGS OVER ALL OPENINGS IN MASONRY WALLS AS REQUIRED BY ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. ALL LINTELS TO HAVE AN 8" MINIMUM BEARING AT EACH END. ALL LINTELS EXPOSED TO THE ELEMENTS SHALL BE HOT -DIPPED GALVANIZED. COMBINE VARIOUS WYTHES OF MASONRY AS REQUIRED TO SUIT PROJECT. ALL CONDITIONS MAY NOT OCCUR. 4„ 6 8" 8" MASONRY Li OPENING NOTE: W8 LINTEL ALSO APPLIES TO CAVITY WALL CONDITIONS BY INCREASING PLATE WIDTH. UP TO 4'-8" 1 L-3Yz'x3Y2"x5/16" WT4x9 2L'S-3Y"x3Y2"x5/16" 4'-8"+ TO 5'-8" 1 L - 4" x3,Y2" x 5/16" WT 7 x 11 2 US - 4" x3 Y2' x 5/16" 5'-8"+ TO 6'-8" 1 L - 5" x3 Y2' x 5/16" WT 7 x 11 2 L'S - 5" x3 /2" x 5/16" 6'-8"+ TO T-8" 1 L - 6" x3 Y2' x 5/16" WT 7 x 13 2 US - 6" x3 Y2" x 5/16" 7'-8"+ TO 10'-4" WT 8 x 13.5 W 8 x 10 CONT. FE 7 Y" x 5/16" 10'-4"+ TO 14'-4" W 8 x 15 CONT. R7'/2" x 5/16" — (3) #5 T. CONT. EMBED MIN. 8" WITH HILT] HIT HY-200 HYBRID ADHESIVE (MIN. 5Y2" EMBEDMENT) (3) #5 B. CONT. NEW CONCRETE SLAB (THICKNESS TO MATCH EXIST., MIN. 4") REINF. WITH 6x6-W2.1xW2.1 WWF ON MIN. 10 MIL VAPOR RETARTER ATOP CRUSHED STONE OR COMPACTED GRAVEL FILL. #4 x 1'4"1. SMOOTH STEEL DOWELS @ 16"o.c. (GREASE ONE END) EXISTING 7 CONCRETE SLAB —� CONT. VOLCLAY Rx WATERSTOP (2) #5 T. CONT. 4 8" CMU REINFORCED WITH #5 VERT. @ 32" o,c. MAX. 1 I #5 x 5'-Q" i ONC; \/ERT, DOWEL AT AL I CMU WALL VERTICAL REBAR LOCATIONS. DOWEL A MIN. 1'-3" INTO CONCRETE. #5 H. CONT. #5 DOWELS @ 12"o.c. #5 DOWELS @ 12"o.c. 1'-6"x1'-6"x1'-6" SUMP PIT (COORD. EXACT LOCATION ION WITH ARCH. DWGS.) NEW 12" CONC. MAT ALB REINF. WITH #5@12"o.c. MAX. EACH WAY, TOP. & BOTTOM. 4r 4 a ° a Ga ° SECTION E SCALE: 3/4" = 1'-0" �-2 0 1 Y" MIN. 10 MIL VAPOR RETARDER ATOP APPROVED SUBGRADE 2" 19-129