ATTACHMENT NO. 1/ INVITATION FOR BIDS: IFB00200GT16(C) ADDENDUM NO. 1 February 23, 2016 GOVERNMENT OF THE UNITED STATES VIRGIN ISLANDS through the DEPARTMENT OF PROPERTY AND PROCUREMENT for the OFFICE OF THE GOVERNOR Phase II: Office Space Renovation Government House, 19A — 20 Kongens Gade St. Thomas, U. S. Virgin Islands 1. REVISED DESIGN DRAWINGS — e Sheets C1.0 and C2.0 e Sheet 2A1.1A and 2A1.1B e Sheet 3A1.0 e Sheet 3A1.1 e Sheet A4.0A e Sheet A5.0 J D G Jaredian Design Group Architects, Engineers and Construction Managers 6 7 Fh HUTT (TOIT ° SS 81° eat N03°3117"E = NI NTS oe \ 3), vi Pe TTI a [8 “ATT LUT -———————— (~) (danas ——— NN | Enh za fe) fo>) Ss w Ww Oo 2 oo E i e | CONSTRUCTION TASK NOTES MARVIN BERNING & ASSOCIATES a? 4 P) 4 & ~ @ ¢ ‘, 4 a & ¢ o e . ; 7 a 4 o ‘ va 4, a 2 a4, 5 ze LAND. SURVEYORS ° 5 2 ° ‘ 40 |Ram SUBDIVISION PLANNING ° < 4 *~ < PB 4 a |g28 PROPERTY SURVEYS @ ‘a 2 ¢ Bau ae 4 ae : ° oa? oa a a . £3 | TOPOGRAPHIC/AS-BUILT SURVEY:PARCEL No. 19a & 20 DATE 199-15 4 ; rr ¢ : 4 rn KONGENS GADE é ‘ a M 4 064 eT) KINGS QUARTER « 4 4 4 , 4 Ea 3oe ST. THOMAS, U.S.V.I. DRAWN BY: ¢ = . “4 4o 4 |38¢| survey: Lous APPROVED BY: ze) 388] calc: GAURILOFF CHECKEDBY: = J PW, 217) SCALE: 17 = 10° a8 | DATE: 1/12/13 3 JOB NO. 3338 O.L.G. No. APPROVEDBY: } PW. CONTRACT NO: 1 ASBUILT SURVEY SHEET NO? c1.0 | C1.0] SCALE: 3/32"=1'-0" CLO ASBUILT SURVEY 1 2 | 3 4 | 5 6 | 7 © @) @) @) © ©) © LOCATION OF NEW SECURITY FENCING. SEE DETAILS ON SHEET NO. C2.0 NEW TRELLIS PRIVACY WALL LOCATION OF EXISTING BRICK STEPS TO BE REMOVED, RE-POINTED AND RESET. PROVIDE ALLOWANCE FOR APPROXIMATELY 100 SQUARE FEET OF REPLACEMENT. LOCATION OF EXISTING BRICK STEPS TO BE RE-ALIGNED REMOVE AND DISCARD EXISTING PLYWOOD BARRICADE AND INSTALL NEW FENCING. REMOVE AND DISCARD PORTION OF GRADE ALONG THE EXISTING WALL TO INSTALL NEW 8" WIDE RETAINING WALL.SEE DETAIL 6 ON SHEET C2.0 SAW CUT AND REMOVE AND DISCARD PORTION OF EXISTING RETAINING WALL INSTALL 12 LINEAR FEET OF 1°X1" WITH 2°X2" HOLLOW ALUMINUM POST AND TOP RAIL ON TOP OF EXISTING RETAINING WALL. RAIL HEIGHT SHALL BE 42" AND BALUSTERS SPACED AT 4" 0.C. NO: | DATE REMARKS: 1 |6-14-14 REVISION NO.1 2 )272316 ADDENDUM NO.1 CONBULTANTS a Jaredian Design Group No.33 Dronningens Gade - Queen's Quarter Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804 telephone: 340.777.1600 fax: 340.777.1601 e-mail; jaredian2@vipowemet.net THESE PLANS AND THE DESIGNS CONTAINED HEREN ARE THE PROPERTY OF JAREDIAN DESIGN GROUP THETE PLANS MAY HE PERPUSEION OF EROR OR OMESION CONTANED TI PHASE Ii RENOVATION TO PARCEL NO 19A & 20 KONGENS GADE KINGS QUARTER ST. THOMAS, U.S.V.I. 00802-5858 4 2 3 | 4 5 6 ! 7 412"@ CONCRETE t es & PIER lb Sook ie 9x9x3/8" + (4) #4 BARS BASE mae NN (4) 112" J BOLTS 4 4" aan Typ? 7 aia ° Pa ee eg ee a ee AD —= 3x3x1/4" #8 TIES ° e 1x2 HOLLOW ALUMINUM TUBE @8'0c. 3x3x1/4" 3x3x1/4" METAL TOP AND ALUMINUM TUBE ALUMINUM TUBE BOTTOM RAIL E SECURITY 1 FENCE ASSEMBLY PLAN 2 CONCRETE PIER PLAN 3 CONCRETE PIER PLAN 20 c2.0| SCALE: 1-1/2"=1'-0" 2.0 | c2.0] SCALE: 1-1/2"=1'-0” 2.0 | c2.0| SCALE: 1-1/2"=1'-0" RAIL ASSEMBLY TO € 6-5 FOLLOW SLOPE OF SITE —— — PROVIDE SHOP DRAWINGS 3x3x1/4" ALUMINUM TUBE 4x2 HOLLOW METAL ¥ F i cane | TOP RAIL my n_o ooonnonnononon Donnonoona n 1/0 a. - a / D 3x3x1/4" ALUMINUM , O J TUBE 10x10x3/8" a) BASE PLATE 1/2"B J BOLTS Par tb 1 a —- a i 4 as ne a % , % LL 1"%x1" HOLLOW F ich Lbs LAA ALUMINUM TUBE AT . 5" O.C. @ 12°@ CONCRETE / PIER nr } 1°x2" HOLLOW METAL \ | | 4 y, BOTTOM RAIL c *— Poo 1 se 0 wo : tp J Jt 1 wo 5 SECURITY FENCE ASSEMBLY 3X3 TUBULAR C2.0 | C2.0} SCALE: 3/4”=1'-0” _| STEEL————_ 2"X2" HOLLOW > BRACE AT ' EVERY OTHER ALUMINUM TOP AND POST Latat. 10" PAINTED BLACK : ] MESA WALL "xt" Houow ~~ | | ! % : ALUMINUM 4 BALUSTERS SPACED . AT 4° 0.C PAINTED & B PAINTED PLASTER 5 BLACK ° FINISH 2"x2" HOLLOW ; ; ALUMINUM post | s a PAINTED BLA 15 4 : ; 8" CISTERN BLOCK ANCHORED TO I ziz q.. z 1 WITH ALL CELLS EXISTING WALL WITH _ 4 z ‘4 FILLED WITH GROUT (2) 1/2"S 6" LONG | x AND #4 THREADED RODS mig REINFORCEMENT , = ~ (3) 2" @ PVC WEEP TST HOLES SPACED bo aT EQUALLY ENCASED IN GRAVEL A 42"@ CONCRETE N PIER (3) #4 BARS EQUALLY SPACED Y | 2-0" #4 BARS @ A 7 12" O.C 4 DETAIL ——__ 6 WALL DETAIL 7 GUARD RAIL DETAIL c2.0 | c2.0] SCALE: 3/4"=1'~0 ae c2.0 | C2.0} SCALE: 1"=1'-0 c2.0 | c2.0] SCALE: 1"=1'-0" 1 2 3 | 4 5 | | / | 1 (2/23/16 ADDENDUM NO.1 CONSULTANTS a Jaredian Design Group c. No.33 Dronningens Gade - Queen's Quarter Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804 telephone: 340.777.1600 fax: 340.777.1601 e-mail: jaredian2@vipowemet.net ‘THESE PLANS AND THE DESIGNS CONTABED WEREM ARE THE ‘SOLE PROPERTY OF JAREDIAN DESIGN GROUP. THESE PLANE MAY ‘SUBJECT JAREDIAN DESIGN GROUP TS ANY COST OR DAMASES FOR ANY ERROR OR OMISSION CONTAINED THEREIN. PHASE Il RENOVATION TO PARCEL NO 19A & 20 KONGENS GADE KINGS QUARTER ST. THOMAS, U.S.V.1. 00802-5858 DATE: 12-2-15 DRAWNEY: —R.O.P CHECKED BY: J.P.W. APPROVEDEY: J _PLW. C2.0 DETAILS 7 | FEYEIONS 1 2 3 4 5 6 GENERAL DEMOLITION NOTES wo [ome | roune 223/16 ADDENDUM NO.1 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND BE FAMILIAR WITH ALL SYSTEMS BEFORE DEMOLITION. ALL DEMOLITION SHALL COMPLY WITH THE ~ MATCH LINE RULES & REGULATIONS OF THE FEDERAL, STATE, COUNTRY AND CITY GOVERNMENTS. — == = =— = - - = == EXISTING SERVICES SHALL BE MAINTAINED DURING DEMOLITION. ANY SHUTDOWN OF MATCH LINE AN EMOVE AND SYSTEMS MUST BE COORDINATED & APPROVED BY THE OWNER. CONTRACTOR ZL DISCARD POR‘ SHOULD COORDINATE WORK WITH ALL TRADES & PROVIDE SUPERVISION WHILE WORK IS BEING PERFORMED. 4 oN OF EXISTING RETAINING 9 2. THE CONTRACTOR SHALL VERIFY WITH THE OWNER, ALL MATERIALS TO BE RETAINED BY THE OWNER & DELIVER & STORE SAME WHERE DIRECTED BY THE OWNER. ALL REMAINING ITEMS BECOME THE PROPERTY OF THE CONTRACTOR & SHALL BE DISPOSED OF IN A LEGAL MANNER. 3. DO NOT INTERFERE WITH USE OF ADJACENT AREAS. MAINTAIN FREE & SAFE PASSAGE TO & FROM ADJACENT AREAS. PROVIDE, ERECT & MAINTAIN BARRICADES & LIGHTING AS REQUIRED BY APPLICABLE REGULATORY ADVISORY TO PROTECT OCCUPANTS OF UP oO THE BUILDING & WORKERS. RETAINING WALL: 4, REMOVE EXISTING ELEMENTS AS INDICATED BY LEGEND. SURFACES OF EXISTING E AREAS WHICH HAVE BEEN ALTERED BY DEMOLITION NOT SPECIFICALLY CALLED FOR SHALL BE REPAIRED & FINISHED TO MATCH THE ADJACENT SURFACES. PROTECT ALL EXISTING OR REMAINING SURFACES, FLOORS, WALLS & CEILINGS FROM AREAS OF DEMOLITION & NEW CONSTRUCTION. 5. CONTRACTOR SHALL FIELD VERIFY THE EXISTING CONDITIONS & NOTIFY THE ARCHITECT OF DISSIMILARITIES BEFORE PROCEEDING WITH DEMOLITION WORK. ALL WORK SHALL BE COORDINATED WITH DRAWINGS FOR NEW CONSTRUCTION. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO DEMOLITION OR CONSTRUCTION IN EXISTING AREAS | J L ) [ 7. ERECT & MAINTAIN DUSTPROOF PARTITIONS AS REQUIRED TO PREVENT THE SPREAD ~ CONBULTANTS OF DUST, FUMES & SMOKE TO OTHER PARTS OF THE BUILDING. MAINTAIN EXIT | | | | | : REQUIREMENTS, COORDINATE EXACT LOCATION WITH OWNER. ON COMPLETION OF WORK, REMOVE TEMPORARY PARTITIONS & REPAIR DAMAGED SURFACES TO MATCH ADJACENT SURFACES. 8. ARRANGE & PAY FOR DISCONNECTING, REMOVING & CAPPING UTILITY SERVICES WITHIN AREAS OF DEMOLITION. DISCONNECT & STUB-OFF, NOTIFY THE AFFECTED UTILITY COMPANY & OBTAIN APPROVAL BEFORE STARTING THIS WORK. J © o, RETAINING WALL D AD om ™\ 9. REMOVE FROM THE SITE ALL CONTAMINATED, VERMIN INFESTED OR DANGEROUS MATERIALS ENCOUNTERED & DISPOSE OF BY LEGAL MEANS. DO NOT ENDANGER THE D HEALTH OF WORKERS OF THE PUBLIC. aN 10. THE OWNER RESERVES THE RIGHT TO SALVAGE ANY MATERIAL OR PORTION THEREOF FROM DEMOLISHED MATERIAL BEFORE IT iS DISPOSED OF. . ALL PLUMBING (POTABLE, SANITARY, ETC.) REQUIRED FOR OTHER FLOORS ABOVE OR BELOW SHALL NOT BE DISRUPTED OR REMOVED. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ALL SERVICES PRIOR TO REMOVAL OR DISCONNECTION OF ALL SERVICES (ELECTRICAL, HVAC, PLUMBING, SECURITY & TEL/DATA) FOR ADJOINING OCCUPIED SPACES SHALL BE MAINTAINED. CONTRACTOR TO MAKE MINOR RO 4% ADJUSTMENTS AS REQUIRED TO MAINTAIN PLUMBING, ELECTRICAL & TEL/DATA TO = i: i Pat teenie ip Jaredian Design Group y . THE CONTRACTOR SHALL REMOVE & DISCARD ALL PLUMBING FIXTURES. THEY SHALL CAP ALL PIPES TEMPORALLY FOR RE-USE. No.33 Dronningens Gade - Queen's Quarter Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804 telephone: 340.777.1600 fax: 340.777.1601 14. CONTRACTOR SHALL REMOVE & DISCARD ALL DOORS, FRAMES, HARDWARE, ETC. e-mail: jaredian2@vipowemet net UNLESS SPECIFICALLY NOTED OTHERWISE. SLU MMSE MEL VME 13. WHERE EXISTING WALLS ARE INDICATED TO BE REMOVED, PATCH INTERSECTING WALLS TO REMAIN FLUSH TO ACCEPT NEW FINISH. THESE PLANS AMD THE DESIENE CONTAINED WEREM ARE THE se 15. CONTRACTOR SHALL USE SELF LEVELING COMPOUND IN AREAS WHERE WALLS OR PROPERTY OF JARED(AN DESIEW GROUP THESE PLANS HAW ATHOUT FLOOR TILES HAVE BEEN REMOVED OR ALTERED IN ORDER TO MAINTAIN A LEVEL MOT BE REPRCOUCED WITHOUT The! WRITTEN Pentti OF SURFACE THROUGHOUT. THEY MUST ALSO USE IT IN AREAS WHERE A TRANSITION IS Cc CLs FOR COnreNeSATIONL THE UGE BY aOrY PERSON CFO OF NEEDED BETWEEN SURFACES THAT ARE DIFFERENT IN MATERIAL OR HEIGHT THESE FLAME O8 ANY PART THEREGE SHALL MOT MA WAY FOR ANY ERROR OR OMISSION CONTAINED THEREIN. 16. EXISTING WOOD SHUTTER TO BE REMOVED AND REFURNISHED. CONTRACTOR SHALL STRIP AND SAND EXISTING WOOD FLOORING FOR PREPARATION QF NEW FINISH . CONTRACTOR SHALL ALLOW FOR 200 SQ.FT. OF REPLACEMENT. PHASE || RENOVATION TO ND DOOR ASSEMBLY TO BE REMOVED AND Z\ PARCEL NO \19A é& 20 DISCARDED AND REPLACE WITH NEW IMPACT RESISTANT GLASS DOOR AND WINDOW KONGENS GADE ASSEMBLY IN EXTRUDED ALUMINUM FRAME. 19. THE CONTRACTOR SHALL SURVEY THE EXISTING EQUIPMENT & FURNISHINGS & a KINGS QUARTER DISCARD ALL EQUIPMENT & FURNISHINGS NOT DESIGNATED BY OWNER OR OWNER'S REPRESENTATIVE TO BE SALVAGED. ST. THOMAS, U.S.V.I. 00802-5858 J ® Pa \ PLANTER i NO NE NE NE OE NE | | NZ CW NI CONS NN et Je 20. EXISTING BASEBOARD TO BE REMOVED AND DISCARDED. o © ( | ) 6 ( 21. EXISTING WOOD DECKING ON PORCH TO BE SANDED AND REPAINTED. CATE «49-215 22. CONTRACTOR SHALL REMOVE ALL LOOSE PORTIONS OF EXISTING MASS MASONRY \ IX / a iN _/ WALL. INSTALL A SCRATCH COAT OF LIME PLASTER PRIOR TO INSTALLATION OF THE ORWNBY: = PO p FURRED WALL SYSTEM. Yu. up 23. CONTRACTOR SHALL REMOVE AND DISCARD ALL OBSOLETE AND NONFUNCTIONAL B CHECKEDEY: J PW CONDUITS,WIRE AND EQUIPMENT OF THE BUILDING. 24, REMOVE AND DISCARD EXISTING METAL ROOFING SYSTEM COMPLETE. APPROVEDBY: J PW. DEMOLITION NOTES LEGEND HEADER AND FRAME TO MATCH EXISTING.CONTRACTOR SHALL RE-POINT FINISH EDGE WITH BRICK AND STONE TO INSURE A TRANSITION BETWEEN NEW AND EXISTING. IN-FILLED. EXISTING SOLID WOOD PANEL TO BE REMOVED AND REPLACE WITH HARD WOOD FLOORING TO MATCH. REMOVED AND DISCARD EXISTING REOWOOD LOUVER AND DOOR ASSEMBLY. DEMOLITION SYMBOL LEGEND Yawnwnnsy EXISTING WALL TO BE DEMOLISHED | eee | EXISTING WALL TO REMAIN REMOVE PORTION OF EXISTING STAIRS AS REQUIRED TO ACCOMMODATE NEW STAIR CONFIGURATION REPLACE EXISTING SHUTTER, 5 | 6 | 7 | = oo LOCATION OF PORTION OF EXISTING BRICK STAIRS TO PROUECT NO; 4 3-002 oF +S &» REMOVE AND DISCARD EXISTING DOOR TRIM AND CASING. BE REMOVED AND RE-ALLIGNED. (SEE PLANS) LOCATION OF EXISTING BRICK STEPS TO BE - ® REMOVE AND DISCARD EXISTING LIGHT FIXTURES AND CEILING FANS. REMOVED, RE-POINTED AND RESET. CONTRACT NO; PROVIDE ALLOWANCE FOR APPROXIMATELY a &® REMOVE AND DISCARD EXISTING WINDOW. 100 SQUARE FEET OF REPLACEMENT. & CONTRACTOR SHALL STRIP AND SAND EXISTING Gea NO: WOOD FLOOR IN PREPARATION OF NEW ) REMOVE AND DISCARD EXISTING TILES ON FLOOR AND WALLS. FINISH.ALLOW FOR APPROXIMATELY 200 SQUARE FEET OF REPLACEMENT. 2 A1 . 1 A &® REMOVE AND DISCARD EXISTING BATHROOM FIXTURES. & PROTECT EXISTING QUARRY TILE SECOND FLOOR FLOORING PROM OANAGE SECOND FLOOR 1 DEMOLITION FLOOR PL AN © EXISTING WOOD SHUTTER TO BE REFURBISHED. & REMOVE EXISTING QUARRY TILE FLOORING. DEMOLITION PLAN . ar ee ot ® REMOVE PORTION OF EXISTING MASS MASONRY WALL AND & LOCATION OF EXISTING HOLE IN WALL LEFT P LAN pAt.1 Aleat 1A SCALE: 1 /4 1-0 FRAME, FINISH WITH BRICK AND STONE. PROVIDE NEW 3X12 BY AC DRAIN TO BE PATCH, REPAIRED AND A —_ . . EMOVE AND DISCARD PORTION OF EXISTING RETAINING WALL A ou IF I VJ MATCH LINE MATCH LINE . _ a _ a a a a 7" 77 ~ a SECOND FLOOR 1 DEMOLITION FLOOR PLAN PLAN DA1.1B|2A1.1 SCALE: 1/4"=1'-0" DEMOLITION SYMBOL LEGEND wee, EXISTING WALL TO BE DEMOLISHED [ A | EXISTING WALL TO REMAIN 1 | 2 3 | 4 | 5 DEMOLITION NOTES LEGEND OO O99OOOO 6 ! 7 GENERAL DEMOLITION NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND BE FAMILIAR WITH ALL SYSTEMS BEFORE DEMOLITION. ALL DEMOLITION SHALL COMPLY WITH THE RULES & REGULATIONS OF THE FEDERAL, STATE, COUNTRY AND CITY GOVERNMENTS. EXISTING SERVICES SHALL BE MAINTAINED DURING DEMOLITION. ANY SHUTDOWN OF SYSTEMS MUST BE COORDINATED & APPROVED BY THE OWNER. CONTRACTOR SHOULD COORDINATE WORK WITH ALL TRADES & PROVIDE SUPERVISION WHILE WORK IS BEING PERFORMED. 2. THE CONTRACTOR SHALL VERIFY WITH THE OWNER, ALL MATERIALS TO BE RETAINED BY THE OWNER & DELIVER & STORE SAME WHERE DIRECTED BY THE OWNER. ALL REMAINING ITEMS BECOME THE PROPERTY OF THE CONTRACTOR & SHALL BE DISPOSED OF IN A LEGAL MANNER. 3. DO NOT INTERFERE WITH USE OF ADJACENT AREAS. MAINTAIN FREE & SAFE PASSAGE TO & FROM ADJACENT AREAS. PROVIDE, ERECT & MAINTAIN BARRICADES & LIGHTING AS REQUIRED BY APPLICABLE REGULATORY ADVISORY TO PROTECT OCCUPANTS OF THE BUILDING & WORKERS. 4. REMOVE EXISTING ELEMENTS AS INDICATED BY LEGEND. SURFACES OF EXISTING AREAS WHICH HAVE BEEN ALTERED BY DEMOLITION NOT SPECIFICALLY CALLED FOR SHALL BE REPAIRED & FINISHED TO MATCH THE ADJACENT SURFACES. PROTECT ALL EXISTING OR REMAINING SURFACES, FLOORS, WALLS & CEILINGS FROM AREAS OF DEMOLITION & NEW CONSTRUCTION. 5. CONTRACTOR SHALL FIELD VERIFY THE EXISTING CONDITIONS & NOTIFY THE ARCHITECT OF DISSIMILARITIES BEFORE PROCEEDING WITH DEMOLITION WORK. ALL WORK SHALL BE COORDINATED WITH DRAWINGS FOR NEW CONSTRUCTION. 6. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO DEMOLITION OR CONSTRUCTION IN EXISTING AREAS 7. ERECT & MAINTAIN DUSTPROOF PARTITIONS AS REQUIRED TO PREVENT THE SPREAD OF DUST, FUMES & SMOKE TO OTHER PARTS OF THE BUILDING. MAINTAIN EXIT REQUIREMENTS, COORDINATE EXACT LOCATION WITH OWNER. ON COMPLETION OF WORK, REMOVE TEMPORARY PARTITIONS & REPAIR DAMAGED SURFACES TO MATCH ADJACENT SURFACES. 8. ARRANGE & PAY FOR DISCONNECTING, REMOVING & CAPPING UTILITY SERVICES WITHIN AREAS OF DEMOLITION. DISCONNECT & STUB-OFF, NOTIFY THE AFFECTED UTILITY COMPANY & OBTAIN APPROVAL BEFORE STARTING THIS WORK. 9. REMOVE FROM THE SITE ALL CONTAMINATED, VERMIN INFESTED OR DANGEROUS MATERIALS ENCOUNTERED & DISPOSE OF BY LEGAL MEANS. DO NOT ENDANGER THE HEALTH OF WORKERS OF THE PUBLIC. 10. THE OWNER RESERVES THE RIGHT TO SALVAGE ANY MATERIAL OR PORTION THEREOF FROM DEMOLISHED MATERIAL BEFORE IT IS DISPOSED OF. 11. ALL PLUMBING (POTABLE, SANITARY, ETC.) REQUIRED FOR OTHER FLOORS ABOVE OR BELOW SHALL NOT BE DISRUPTED OR REMOVED. CONTRACTOR SHALL BE. RESPONSIBLE TO VERIFY ALL SERVICES PRIOR TO REMOVAL OR DISCONNECTION OF ALL SERVICES (ELECTRICAL, HVAC, PLUMBING, SECURITY & TEL.DATA) FOR ADJOINING OCCUPIED SPACES SHALL BE MAINTAINED. CONTRACTOR TO MAKE MINOR ADJUSTMENTS AS REQUIRED TO MAINTAIN PLUMBING, ELECTRICAL & TEL/DATA TO OCCUPIED AREAS. 12. THE CONTRACTOR SHALL REMOVE & DISCARD ALL PLUMBING FIXTURES. THEY SHALL CAP ALL PIPES TEMPORALLY FOR RE-USE. 13. WHERE EXISTING WALLS ARE INDICATED TO BE REMOVED, PATCH INTERSECTING WALLS TO REMAIN FLUSH TO ACCEPT NEW FINISH. 14, CONTRACTOR SHALL REMOVE & DISCARD ALL DOORS, FRAMES, HARDWARE, ETC. UNLESS SPECIFICALLY NOTED OTHERWISE. 15. CONTRACTOR SHALL USE SELF LEVELING COMPOUND IN AREAS WHERE WALLS OR FLOOR TILES HAVE BEEN REMOVED OR ALTERED IN ORDER TO MAINTAIN A LEVEL SURFACE THROUGHOUT. THEY MUST ALSO USE IT IN AREAS WHERE A TRANSITION IS NEEDED BETWEEN SURFACES THAT ARE DIFFERENT IN MATERIAL OR HEIGHT. . EXISTING WOOD SHUTTER TO BE REMOVED AND REFURNISHED. . CONTRACTOR SHALL STRIP AND SAND EXISTING WOOD FLOORING FOR PREPARATION QF NEW FINISH . CONTRACTOR SHALL ALLOW FOR 200 SQ.FT,OF REPLACEMENT. 18. EXISTING REDWOOD LOUVER POST AND DOOR ASSEMBLY TO BE REMOVED AND DISCARDED AND REPLACE WITH NEW IMPACT RESISTANT GLASS DOOR AND WINDOW ASSEMBLY IN EXTRUDED ALUMINUM FRAME. 19. THE CONTRACTOR SHALL SURVEY THE EXISTING EQUIPMENT & FURNISHINGS & DISCARD ALL EQUIPMENT & FURNISHINGS NOT DESIGNATED BY OWNER OR OWNER'S REPRESENTATIVE TO BE SALVAGED. 20. EXISTING BASEBOARD TO BE REMOVED AND DISCARDED. 21. EXISTING WOOD DECKING ON PORCH TO BE SANDED AND REPAINTED. = 22, CONTRACTOR SHALL REMOVE ALL LOOSE PORTIONS OF EXISTING MASS MASONRY WALL. INSTALL A SCRATCH COAT OF LIME PLASTER PRIOR TO INSTALLATION OF THE FURRED WALL SYSTEM. 23. CONTRACTOR SHALL REMOVE AND DISCARD ALL OBSOLETE AND NONFUNCTIONAL CONDUITS, WIRE AND EQUIPMENT OF THE BUILDING. 24. REMOVE AND DISCARD EXISTING METAL ROOFING SYSTEM COMPLETE, REMOVE AND DISCARD EXISTING DOOR TRIMAND CASING. REMOVE AND DISCARD EXISTING LIGHT FIXTURES AND CEILING FANS. REMOVED, RE-POINTED AND RESET. 400 SQUARE FEET OF REPLACEMENT. REMOVE AND DISCARD EXISTING WINDOW. WOOD FLOOR IN PREPARATION OF NEW FINISH.ALLOW FOR APPROXIMATELY 200 SQUARE FEET OF REPLACEMENT. PROTECT EXISTING QUARRY TILE FLOORING FROM DAMAGE. REMOVE AND DISCARD EXISTING TILES ON FLOOR AND WALLS. REMOVE AND DISCARD EXISTING BATHROOM FIXTURES. EXISTING WOOD SHUTTER TO BE REFURBISHED. REMOVE PORTION OF EXISTING MASS MASONRY WALL AND FRAME, FINISH WITH BRICK AND STONE. PROVIDE NEW 3X12 HEADER AND FRAME TO MATCH EXISTING.CONTRACTOR SHALL RE-POINT FINISH EDGE WITH BRICK AND STONE TO INSURE A TRANSITION BETWEEN NEW AND EXISTING. IN-FILLED. EXISTING SOLID WOOD PANEL TO BE FLOORING TO MATCH. REMOVE PORTION OF EXISTING STAIRS AS REQUIRED REMOVED AND DISCARD EXISTING TO ACCOMMODATE NEW STAIR CONFIGURATION. oO OOO © OO REPLACE EXISTING SHUTTER. NO | DATE: REMARKS _ 2723/16 ADDENDUM NO.1 CONSULTANTS: a Jaredian Design Group c No.33 Dronningens Gade - Queen's Quarter Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804 telephone: 340.777.1600 fax: 340.777.1601 e-mail: jaredian2@vipowemet.net THESE PLANS AND THE DESIGNS CONTAINED HERE ARE THE SOLE PROPERTY OF JAREDIAN DESIGN GROUP THESE PLANS MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMEESION OF YANEDIAN DESIGN GROUP UNAUTHORIZED USE SHALL OWITE A CLAIM FOR COMPENSATION. THE USE BY ANY PERS ‘THESE PLANS OR ANY PART THEREOF SHALL WOT IN ANY WAY SUBJECT JAREDIAN DESIGN GROUP TO ANY COST OR FOR AMT ERROR OF CHISSION CONTAINED THEREN. PHASE Il RENOVATION TO PARCEL NO 19A & 20 KONGENS GADE KINGS QUARTER ST. THOMAS, U.S.V.I. 00802-5858 pate: = 12-2-15 GRAWN BY: R.O.P CHECKEDeY: = PW. APPROVEDBY: J PW, LOCATION OF PORTION OF EXISTING BRICK STAIRS TO BE REMOVED AND RE-ALLIGNED. (SEE PLANS) LOCATION OF EXISTING BRICK STEPS TO BE PROVIDE ALLOWANCE FOR APPROXIMATELY CONTRACTOR SHALL STRIP AND SAND EXISTING 2A1.1B REMOVE EXISTING QUARRY TILE FLOORING. SECOND FLOOR DEMOLITION PLAN LOCATION OF EXISTING HOLE IN WALL LEFT BY AC DRAIN TO BE PATCH, REPAIRED AND REMOVED AND REPLACE WITH HARD WOOD REDWOOD LOUVER AND DOOR ASSEMBLY 2 4 5 5 MATCH LINE -- - -= - - -= -- nT TIT - <= __ TCH MATCH LINE B Pa R| | () a z\.- NEW 24 GAUGE—— | <9F PRE-FINISHED METAL LOS ty ROOFING SYSTEM u og neal >Or RETAINING nel , . ye WALL HT | € XN a a . }——* SN WY | \ \ \ JL | Je N ) | N\ y Z YV/L | N L. N } F- NEW 24 GAUGE \ zZ PRE-FINISHED METAL =‘ \ Z Zz y ROOFING SYSTEM — I Y / = rl =\ Ve =i —— ~ NY Y, Z = = he \ L i, > ¢ 7 La =F BETZ fig N sre £44 ie 7, ™ x os \ 7, \S . uP N= > VA = NS rn DW / NS ) NSS | NEW PRE-FINISHED (| ) is METAL CAP FLASHING ,, \ Xx 7 ) x = - \ = bet 7 / | IN = SZ j { KA 7 | » iN PLANTER NEW 6" HALF ROUND o™ GUTTER q N + (| N N 2 on is bie F) 4 =o \ > Qo =z N Be = N + i} * ] / ; | NEW METAL ROOFING i PHASE II NEW 24 GAUGE ————> PRE-FINISHED METAL ROOFING SYSTEM NEW PRE-FINISHED METAL CAP FLASHING 3a1.0|3A1.0] SCALE: 1/4"=1'-0" 2 4 5 6 ROOF NOTE 12. 13. 14. CONTRACTOR SHALL REMOVE AND DISCARD EXISTING C-PANEL METAL ROOFING SYSTEM COMPLETE WITH CAP FLASHING, PURLINS ETC. CONTRACTOR SHALL INSTALL NEW 24 GAUGE C-PANEL ROOFING SYSTEM OVER NEW PRESSURE TREATED 2X4 PURLINS SPACED @ 24" 0.C. CONTRACTOR SHALL INSTALL 2X6 PURLINS @ ALL HIPS, RIDGES AND EAVES. CONTRACTOR SHALL INSTALL 30LB FELT PAPER OVER DECKING. CONTRACTOR SHALL INSTALL NEW 13" RIGID INSULATION OVER EXISTING DECKING. ALL LUMBER USED SHALL BE PRESSURE TREATED. FB OF RAFTERS SHALL BE 1300 PSI MINIMUM. ALL PURLINS TO RAFTERS SHALL HAVE #10 SCREWS 4' LONG. ALL SIMPSON CONNECTORS SHALL HAVE MANUFACTURER'S APPROVED FASTENERS. . ALL ROOFING CONNECTORS SHALL BE 16 GAUGE MINIMUM AND HOT DIPPED GALVANIZED. . PROVIDE GALVANIZED DOWN SPOUT SUPPORT BRACKET TO WALL SPACED @ 3'-0" 0.C. MAX. PLUMBING VENTS SHALL BE EXTENDED 12" ABOVE THE ROOF AND SHALL BE FLASHED ACCORDING TO THE GALVANIZE METAL ROOF MANUFACTURER'S SPECIFICATION. LAY FELT PARALLEL TO THE EAVES WITH A 2” END LAP NAILED SUFFICIENTLY TO HOLD IN PLACE LAP 2" HORIZONTAL AND 6” VERTICAL MINIMUM. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR ERRORS AND SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO THE CONSTRUCTION OF THE ROOF. ALL METAL PANEL LAPS SHALL BE SECURED WITH DOUBLE BEAD LAP TAPE. = 223/16 ADDENDUM NO.1 CONSULTANTS ip Jaredian Design Group ca No.33 Dronningens Gade - Queen's Quarter Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804 telephone: 340.777.1600 fax: 340.777.1601 e-mail: jaredian2@vipowemetnet ‘THESE PLANE AND THE DESIGNS CONTAINED HEREIN ARE THE 5. IGM GROUP, THESE PLANS MA’ POR ANY ERROR OR CHISSION CONTAINED THEREN. PHASE Il RENOVATION TO PARCEL NO 19A & 20 KONGENS GADE KINGS QUARTER ST. THOMAS, U.S.V.I. 00802-5858 DRAWN BY: B CHECKED By: APPROVED BY: paTES = 12-2-15 R.O.P J.P.W. JU.P.W. CONTRACT NO: srw ‘SHEET NO: 3A1.0 ARCHITECTURAL ROOF PLAN 1 | 2 | 3 4 5 6 x NDOT IN CONTRACT 4 es . E — — oO <= [a4 — Zz j=) oO a _| a 2 D B aN + ts] > Cc Zon NEW 24 GAUGE o% RETAINING Waneeed wea wa en €- fone ~ a B NU \ | MATCH LINE - = = == > NG bas | de bl | she a ms heb | sted == =—= - = MATCH LINE = NEW 24 GAUGE PRE-FINISHED METAL ROOFING SYSTEM 1 ARCHITECTURAL ROOF PLAN A PLAN 3A1.1] 3A1.1] SCALE: 1/4"=1'-0" 4 5 6 ROOF NOTE 11. 12. 15. CONTRACTOR SHALL REMOVE AND DISCARD EXISTING C-PANEL METAL ROOFING SYSTEM COMPLETE WITH CAP FLASHING, PURLINS ETC. CONTRACTOR SHALL INSTALL NEW 24 GAUGE C-PANEL ROOFING SYSTEM OVER NEW PRESSURE TREATED 2X4 PURLINS SPACED @ 24" O.C. CONTRACTOR SHALL INSTALL 2X6 PURLINS @ ALL HIPS, RIDGES AND EAVES. CONTRACTOR SHALL INSTALL 30LB FELT PAPER OVER DECKING. CONTRACTOR SHALL INSTALL NEW 13° RIGID INSULATION OVER EXISTING DECKING. ALL LUMBER USED SHALL BE PRESSURE TREATED. FB OF RAFTERS SHALL BE 1300 PSI MINIMUM. ALL PURLINS TO RAFTERS SHALL HAVE #10 SCREWS 4' LONG. ALL SIMPSON CONNECTORS SHALL HAVE MANUFACTURER'S APPROVED FASTENERS. ALL ROOFING CONNECTORS SHALL BE 16 GAUGE MINIMUM AND HOT DIPPED GALVANIZED. PROVIDE GALVANIZED DOWN SPOUT SUPPORT BRACKET TO WALL SPACED @ 3'-0" 0.C. MAX. PLUMBING VENTS SHALL BE EXTENDED 12” ABOVE THE ROOF AND SHALL BE FLASHED ACCORDING TO THE GALVANIZE METAL ROOF MANUFACTURER'S SPECIFICATION. . LAY FELT PARALLEL TO THE EAVES WITH A 2" END LAP NAILED SUFFICIENTLY TO HOLD IN PLACE LAP 2" HORIZONTAL AND 6° VERTICAL MINIMUM. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR ERRORS AND SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO THE CONSTRUCTION OF THE ROOF. ALL METAL PANEL LAPS SHALL BE SECURED WITH DOUBLE BEAD LAP TAPE. No: | DATE: REMARKS 1 | 22316 SHEET ADDED ADDENDUM NO.1 CONBULTANTS a Jaredian Design Group ce No.33 Dronningsns Gade - Queen's Quarter Post Office Box 6218 St. Thomas, U.S. Virgin Islands 00804 telephone: 340.777.1600 fax: 340.777.1601 e-mail: jaredian2@vipowemet.net THESE PLANS AND THE DESIGNS CONTAINED HEREIN ARE THE SOLE PROPERTY OF JAMEDIAN DESIGN GROUP THESE PLANS MAY NOT RE REPRODUCED WITHOUT THE WHITTEN PERPESSION OF JAREDIAN DESIGN GROUP. UNAUTHORIZED USE SHALL BNITE & CLAIM FOR COMPENSATION. THE UGE BY ANY PERSON On Fate CF ‘THESE PLANE OR ANY PART THEREOF SHALL NOT IN ANY WA’ SUBLECT JAREDUAN DESIGN GROUP TO ANY COST OR DAMAGES FOR ANY ERROR OR OMISSION CONTAINED THEREIN. PHASE Il RENOVATION TO PARCEL NO 19A & 20 KONGENS GADE KINGS QUARTER ST. THOMAS, U.S.V.I. 00802-5858 pave. = 12-2-15 ORAWN BY: R.0.P CHECKEDBY: J PW. APPROVED BY: JPW. CONTRACT NO; SHEET NO: 3A1.1 ARCHITECTURAL ROOF PLAN ZN, Ww | HW [pnt] 82 [PNT] Gwe [PNT] Gwe [PNT] Gwe [PNT| GwB [PNT| GWB | PNT GD | pane Lass ADD ALTERNATE NO. 1 210 CORRIDOR ( HW_ [PNT] B2__[PNT| GWB [PNT| Gwe [PNT] GWB [PNT| GWB [PNT| GWB | PNT WAINSCOT ALL WALLS Gay | WOOD SINGLE : sol ex DOOR WITH SIDELIGHT ASSEMBLY _ — 211 OFFICE SN [Aw [pnt 82 [PNTt/Gwe [PNT| Gwe [PNT| Gwe [PNT| Gwe [PNT| Gwe | PNT WAINSCOT ALL WALLS ® | pane Glass 84 ADD ALTERNATE NO.1 cen 212 OFFICE CT] Hw_ [pnt] 82 [PNtéGwe [PNT| Gwe [PNT] Gwe [PNT| Gwe [PNT] GWB | PNT WAINSCOT ALL WALLS SOLID CORE WOOD | , 36 | 80 DOOR WITH SIDELIGHT ASSEMBLY 213 FILE STORAGE 7 |_4w_ [pnt] 62 |PNT| bwe [PNT] Gwe [PNT| Gwe [PNT| GWB [PNT WAINSCOT ALL WALLS STYLE AND RAIL ADD ALTERNATE NO.1 214 RESTROOM { T B1 _|PNTXGWB |PNT| Gwe |PNT| GwB |PNT| GWB [PNT| ES |PNT SEE RESTROOM ELEV. FRENCH DOOR c az|t08" PROVIDE NEW HARDWARE,DOOR TRIM AND FRAME 214.1 VESTIBULE \ T B2 mull PNT PNT PNT PNT| E.S_ | PNT, WOOD SINGLE «| aan D 215 RESTROOM CTT 81 _|PNT| Gwe |PNT| Gwe [PNT] Gwe [PNT] GwB |PNT| ES [PNT SEE RESTROOM ELEV. GD | PANE GLASS D 36"| 84 OOR WITH SIDELIGHT ASSEMBLY 216 BREAK ROOM CTT B2 |PNT| / [PNT PNT PNT PNT| ES | PNT Gi | WOOD SINGLE ol aan D 36"] 84 DOOR WITH SIDELIGHT ASSEMBLY 217 STORE ROOM /_|CONC. [PNT[ B2 [PNT|/ PNT PNT PNT PNT| E.S_ | PNT PANE GLASS D 218 STORAGE ( CONC. [PNT| B2 [PNT PNT PNT PNT PNT| E.S | PNT (i) | FRENCH DOOR c 36"1108" PROVIDE NEW HARDWARE,DOOR TRIM AND FRAME LA» ~~’ + A SOLID CORE WOOD al ane €D | STYLE AND RAIL A 36"| 80 SOLID CORE WOOD ] ane FLOOR BASE WALL CEILING G@® | SWieANDRAL | A 36"| 80 ms Varedian Design Grou CONC. CONCRETE B-1 TLE T PORCELAIN TILE GWB «GYPSUM BOARD Gia) eee A 36"| 80" — 5 9 P CMU CONCRETE MASONRY UNIT c. CT CARPET TILE B-2 1X6 WITH ROUTED EDGES CONC. CONCRETE ; ; CWB CEMENT WALL BOARD (2) | SOLID CORE WOOD 36"| 80 EXISTING DOOR TO BE REPAINTED No.3 Dronningens Gade - Queen's Quarter VCB VINYL COVE BASE Gwe GYPSUM WALL BOARD PNT. PAINTED FINISH Post Office Box 6218 T PORCELAIN TILE PNT PAINTED FINISH . ® St. Thomas, U.S. Virgin Islands 00804 HW HARD woOD PNT PAINTED FINISH BB PLYWOOD BEAD BOARD SHEATHING ACT ACOUSTIC CEILING TILE (im) | HOLLOW METAL F 30") 84 tfoenone: 340.777 1800 tex A077 1001 EMW EXISTING MASONRY WALL ES EXPOSED STRUCTURE ome: aoa (im) | HOLLOW METAL F 30"] 84" Giz) | SOLID CORE WOOD | 4 36"| 80" DOOR TO REMAIN ee 1X6 HISTORIC STYLE AND RAIL C J] eircom tne a ty wn reat (a HARDWOOD TRIM aa . L >) LS HARON SOPIO CORE WOOD | a 36"| 80" DOOR TO REMAIN Fo i on on oN COTANES WEN Ns) st 1 > wy Git) | HOLLOW METAL A 36"| 80" PHASE I! RENOVATION TO TEMPERED GLASS a PARCEL NO 19A & 20 NOTE: aa asokmetY 5 ——— KONGENS GADE a SEE SHEET A4.0 FOR DOOR ELEVATIONS. i _| KINGS QUARTER 6 Gey % ST. THOMAS, KR fil EXISTING WOOD U.S.V.I. 00802-5858 | —_—_— ROSETTA HEADER 4x SILL 7 SEE —e— DATE. «= 122-15 to tse SCHEDULE DOUBLE HUNG SEALANT. [ l DRAWN BY: A : R.O.P { =a I 7 WINDOW 1x HARDWOOD TRIM e’-8" FY B CHECKEDeY: J PW. 7 IMPACT RESISTANT GLASS ) 1X TRIM WITH ASSEMBLY IN EXTRUDED APPROVEDBY: J. P.W. 1X6 HISTORIC a BULL NOSE EDGE SE ALUMINUM FRAME G : ) fe HARDWOOD TRIM . a8 1X4 TRIM 1x SILL WITH BULL-NOSE PROECT NO! 1 3—002 ol ROSETTA L~ SEALANT EDGE if ae PAINTED BEAD BOARD CONTRACT NO; TEMPERED GLASS 4 WAINSCOT SE SS) 1x HARDWOOD TRIM = | ——— ASSEMBLY Uy] 7 aaa —— 4 WOOD BASE N . - BOARD SEE DETAIL 4a N A4.0A P ASD N KR Hy 4x SILL 40™ SCHEDULES LY < 4 Peis CONCRETE . SILL A ¢ a 1 TYPICAL WINDOW DETAIL 4'-2" A4.0A A4.0A SCALE: 3/8°=1'-0" 4 2__| HEADER AND SILL DETAIL A4.0A] M4.0A SCALE: 3°=1'-0" 6 | 7 6 | 7 | 4 2 3 | 4 | 5 6 | 7 rence NO | DATE AEMARKS: PLYWOOD ° EXISTING WOOD BEAD BOARD EX a NEW 3 5/8" METAL STUDS SHEATHING puywooe MASOURY WALL 1 | azane| ADDENDUM NO! AT 16" 0.C. OR GYPSUM SEE SHEATHING ROOM FINISH SCHEDULE OR GYPSUM SEE | { }— SS eee ROOM FINISH SCHEDULE q aaa ‘i TO ‘ ROO BEAD BOARD PLYWOOD NS ULATION SHEATHING NEW BATT OR GYPSUM SEE INSULATION 1/2" AIR GAP ROOM FINISH SCHEDULE NEW BATT c NEW BEAD BOARD INSULATION PLYWOOD . SHEATHING OVER NEW 1%" FURRING GYPSUM STUDS 1 WALL DETAIL TYPE W1 WALL DETAIL TYPE W2 3 WALL DETAIL TYPE W3 45.0 [aso SCALE: 1"=1'-0" SCALE: 1"=1’-0" A5.0 | 5.0 Path? NOTE: | NEW 5/8" MOISTURE AND MOLD 3% METAL RESISTANT GYPSUM BOARD 7 STUD CONBULTANTE. SHEATHING SHALL BE USED FOR THE INTERIOR : 2X4 NAILER WALLS OF THE RESTROOM C} 4 Ry 4 3 METAL : STUD Oa R —HisTORIC TRIM WALLS THAT ARE NOTED TO TO F , 2X4 NAILER ; ’ RECEIVE BEAD BOARD SHEATHING G}: P x D WAINSCOT SHALL BE FINISHED WITH fy 4 1X6 HARDWOOD GYPSUM BOARD SUB SHEATHING . gu iN HISTORIC TRIM : A 5 A. . TEMPERED 4 ZL GLASS . BEAD BOARD QUARTER | ~ 1X WOOD ROUND TRIM © NEW 8" METAL STUDS PLYWOOD /\___ poor stop SILL EXTENSION | = Jaredian Design Grou = AT 16" O.C. SHEATHING | A | 22 FRAME g P \ OR GYPSUM SEE ROOM FINISH SCHEDULE [> —oor ASSEMBLY | L \ No.33 Dronningens Gade - Queen's Quarter KX, sms ‘J Post Office Bax 6218 px BENZ St. Thomas, U.S. Virgin Islands 00804 ey \ telephone: 340.777.1600 fax: 340.777.1601 4 e-mail: jaredian2@vipowemet.net f 4 ROOD tend Z a 4X HARDWOOD _ BEAD BOARD NEW BATT i TRIM © TER ase ve Tes ene cranen voren ie ne C PLYWOOD INSULATION 2X4 NAILER o SMREDUAn DENTON GROUP, UMAUTMERIEED USE BML BATE A SHEATHING g aN GYPSUM hese rus caraer Putt TeNter thal er tay OR GYPSUM SEE 5 DOOR, HEADER DETAIL BASE BOARD 5 SHEATHING Fon AT EmOR OR GHESION CONTAMED TOE ROOM FINISH SCHEDULE A5.0 ]A5.0 SCALE: 3"=1'-0" = PHASE ii RENOVATION TO 4__| WALL DETAIL TYPE W2 PARCEL NO 19A & 20 15.0 [150 | SCAE 121-0" WINDOW HEAD KONGENS GADE = KINGS QUARTER 6_| AND SILL DETAIL owe A5.0 [45.0 SCALE: 3°=1'-0 U.S.V.l. 00802-5858 DATE. = 42-215 € t EQUAL EQUAL 1X6 HARDWOOD DRAWNBY: = ROP H B ssronie Ts 1x woop CHECKEDBY: J PW 2x4 NAHLER ILL EXTENSION * d.PW. APPROVEDBY: J PW. 3§ METAL / | 7 ZL ZL g (ZZ. STUD «K SSS) (ZZZZ Wi DOOR STOP ~~ . a ‘ PROMECT NO: 43002 4% t J CONTRACT NO; = —=I=7 \ S CATH) CATT CEL ee Mem aS coy DOOR \ A5.0 TEMPERED GLASS 1X6 HARDWOOD WALL DETAILS QUARTER HISTORIC TRI IMPACT RESISTANT LASS ASSEMBLY A ROUND TRIM / IN EXTRUDED 1XHARDWOOD A ALUMINUM FRAME DOOR AND STOREFRONT WINDOW SCALE: 3"=1'-0" SCALE: 3°=1'-0°