Document Washingtoncountyga_doc_18d2a4853f

ABBREVIATIONS NOTE: NOT ALL ABBREVIATIONS AND SYMBOLS ARE USED ON DRAWINGS CONTAINED IN THE SET. SYMBOLS AND ABBREVIATIONS ON THIS SHEET APPLY ONLY TO ARCHITECTURAL DRAWINGS ACOUSTIC ADHESIVE ADDENDUM AREA DRAIN ACRYLIC ACST A/C APC ADD ADH AD ACR ADJUSTABLE ALTERNATE ALUMINUM ANODIZED ASPHALT ADJST AFF AHU ALUM AL ANOD ARCH ASPH APPROX ADJ ADJACENT AIR CONDITIONING ACOUSTICAL CEILING TILE AIR HANDLING UNIT ABOVE FINISHED FLOOR ARCHITECT(URAL) APPROXIMATE (LY) FLOOR DRAIN FINISH(ED) FIRE EXTINGUISHER FEC FD FBO FIN FEX FUTURE FOOTING FOUNDATION FIRE RESISTIVE FACE OF STUD FOOT, FEET GAUGE, GAGE GALVANIZED GYPSUM BOARD GRAB BAR FND FOS FR FTG FUT FT GA GB GALV GBAR FLR(G) FLOOR (ING) FURNISHED BY OWNER FIRE EXTINGUISHER CABINET AUTOMATIC BETWEEN BOARD BEAM BLOCK (ING) BUILDING BOTTOM BY OTHERS AUTO BTWN BD BLK(G) BLDG BOT BO BM BRICK BEARING BASEMENT BOTH SIDES CABINET CORNER GUARD BS BRK BRG BUR BSMT CFM CAB CG BR BACKER ROD CUBIC FEET/MINUTE BUILT UP ROOFING CEILING CLOSET CENTERLINE CONTROL JOINT CENTER COLUMN CLEANOUT CLEAR (ANCE) CJ CIPC CLG CLO CL CMU CTR COL COMP CO CLR CONCRETE CORRIDOR COORDINATE CORRUGATED CONTRACT (OR) CERAMIC TILE CARPET (ED) COLD WATER CONC CONT CONTR CORR CT CPT CW COORD CORRUG CSNK CONST CONSTRUCTION CONCRETE MASONRY UNIT CAST-IN-PLACE CONCRETE COMPRESS(ED, ION, IBLE, OR) CONTINUOUS OR CONTINUE COUNTERSINK/COUNTERSUNK GRILLE GLASS, GLAZING GR GL GC GENERAL CONTRACT (OR) DOUBLE DISPOSAL DIMENSION DIAMETER DEEP DAMPPROOFING DOWN DF DEMO DBL DIAM DISP DIM DP DPF DN DOWNSPOUT DRAWING DETAIL EACH DS DWG DTL EA EJ DOOR DR DRINKING FOUNTAIN DEMOLISH, DEMOLITION EXPANSION JOINT ELEVATION ELECTRIC (AL) ENTRANCE ENCLOSE (URE) EQUIPMENT EQUAL EXHAUST ELEV ELEC ENT ENC EQ EQP EWC EXH EXPOSED EXISTING EXTERIOR EXPANSION EXPN EXP EXIST EXT ELECTRIC WATER COOLER CONTENT INDEX DISCIPLINE INDEX SHEET NUMBERING MATERIAL PATTERNS TEXT SYMBOLS GRAPHIC SYMBOLS 9'-0" C A E L M G P S 0 1 3 4 2 6 7 8 5 A-401 & @ X # : OR / X' X" ROOM IDENTIFICATION: DETAIL IDENTIFICATION: DASHED LINE INDICATES EXTENT OF ENLARGED PLAN OR DETAIL CEILING HEIGHT ABOVE FLOOR TOILET ACCESSORY INDICATOR: TA= TOILET ACCESSORY NUMBER= ITEM NUMBER WORK NOTE INDICATOR WINDOW OR LOUVER TYPE INDICATOR: WINDOWS HAVE A NUMBER DESIGNATION LOUVERS HAVE A LETTER DESIGNATION WALL TYPE INDICATOR: REFER TO THE WALL TYPES SHEET FOR WALL TYPE ASSEMBLY. NORTH INDICATOR INTERIOR ELEVATION SYMBOL: THE DARKENED CORNERS INDICATE DRAWN WALLS. ELEVATION DRAWINGS ARE ARRANGED NUMERICALLY BY ROOM NUMBER ON THE INTERIOR ELEVATION SHEETS. STRUCTURAL GRIDLINE IDENTIFIER EXTERIOR ELEVATION SYMBOL: UPPER=THE ELEVATION NUMBER LOWER=THE SHEET WHERE DRAWN MATCHLINE FLAG ELECTRICAL DRAWINGS ARCHITECTURAL DRAWINGS CIVIL OR SURVEY DRAWINGS LANDSCAPE DRAWINGS MECHANICAL DRAWINGS GENERAL INFORMATION PLUMBING DRAWINGS STRUCTURAL DRAWINGS BUILDING SECTIONS EXTERIOR ELEVATIONS ROOF DRAWINGS SCHEDULES SUPPLEMENTAL DRAWINGS SUPPLEMENTAL DWGS DISCIPLINE ABBREVIATION DETAILS SHEET NUMBER BATT INSULATION BRICK CONCRETE BLOCK CAST-IN-PLACE CONCRETE EARTH OR BACKFILL PLANS INCLUDING SITE, FLOOR, CEILING AND GENERAL INFORMATION AND STANDARDS ENLARGED PLANS, SECTIONS AND ELEVATIONS DRAWING CONTENT CATEGORY STEEL PLYWOOD PRECAST CONCRETE AND AT BY RIGID INSULATION PER FEET POUND OR NUMBER INCHES PLASTER & GYPSUM BOARD NUMBER= ITEM NUMBER EQUIPMENT TYPE INDICATOR: LETTER= GROUP FUNCTION A A-410 1 2 3 4 WA.1 1 A101 1 TA-2 WALL SECTION SYMBOL: UPPER=THE SECTION NUMBER LOWER=THE SHEET WHERE DRAWN CABINET TYPE SYMBOL: UPPER=CABINET STYLE LOWER=CABINET SIZE IN INCHES BUILDING SECTION SYMBOL: UPPER=THE SECTION NUMBER LOWER=THE SHEET WHERE DRAWN 30 A DETAIL SYMBOL: UPPER=THE SECTION NUMBER LOWER=THE SHEET WHERE DRAWN SYMBOLS LEGEND Room name 101 N E-1 IF INTERIOR FURNISHINGS T TECHNOLOGY DRAWINGS AV AUDIO VISUAL DRAWINGS FP FIRE PROTECTION VT VERTICAL TRANSPORTATION DRAWINGS 1 A1.1 1 A1.1 1 A1.1 1 A-410 PRESSURE TREATED PAVEMENT PLYWOOD QUANTITY POLYVINYL CHLORIDE PSI PSF PT PVMT QTY PWD PVC RADIUS REMOVE ROOF DRAIN REFERENCE, REFER TO REINFORCING ROOM REQUIRE RIGHT OF WAY ROUGH OPENING RD RE REINF REM RCP RAD RM REQ RO ROW R POUNDS PER SQUARE INCH POUNDS PER SQUARE FOOT RESISTANCE, THERMAL, RISER REFLECTED CEILING PLAN SCHEDULE RESTROOM SOLID CORE SPLASH BLOCK SECTION SHEET STORM DRAIN RR SC SBLK SCH SD SHT SEC SIMILAR SLAB ON GRADE SOG SIM SHEATHING SHTH LINEAL LIBRARY LOCKER LIGHT MAINTAIN (ENANCE) MAXIMUM MASONRY LIB LIN LKR LT MAINT MC MAS MAX MECHANICAL CONTRACTOR METAL MINIMUM MANHOLE MECHANIC (AL) MANUFACTURE (ER) MISCELLANEOUS MOUNT (ED), (ING) MASONRY OPENING MIRROR MET MECH MIN MH MFR MISC MT MR MO MIR NOMINAL NUMBER NOISE REDUCTION COEFFICIENT NOT IN CONTRACT NOT TO SCALE OVERALL OBSCURE ON CENTER NRC NO NOM NIC NTS OA OB OC MTL MATERIAL OPENING OPPOSITE HAND OUTSIDE DIAMETER OPPOSITE OVERHEAD PERPENDICULAR PARALLEL OUNCE OH OD OPG OPP OPH ORD PC PERP PAR OZ PAINT(ED) PLUMBING PLASTIC LAMINATE PLAM PLBG PNT PLATE PL MOISTURE RESISTANT OVERFLOW ROOF DRAIN PRECAST CONCRETE NOT APPLICABLE NA NONE REQUIRED NR RB RESILIENT BASE PORCELAIN PRN OWNER FURNISHED CONTRACTOR INSTALLED OFCI HOLLOW CORE HOSE BIB HB HC H HOUR HEIGHT HARDWARE HOLLOW METAL HIGH POINT HORIZONTAL HEATER HOT WATER HM HOR HDW HR HT HPT HW HTR HVAC HWH HCAP HANDICAPPED INCH(ES) INFORMATION INCANDESCENT INSULATE (ION) INSIDE DIAMETER INCLUDE (ING) INVERT JOINT LABORATORY INTERIOR IN ID INCAN INS INFO INCL INV LAB JT INT POUND(S) LAVATORY LAV LB LAM LAMINATE HEATING/VENTILATION/AC HOT WATER HEATER SQUARE SPECIAL SPECIFICATION STAINLESS STEEL SQ SPEC SPL SST STEEL STORAGE STANDARD STRUCTURAL TREAD SUSPENDED SYMMETRICAL TOP AND BOTTOM STRUC STL STO STD STC T T&B SUS SYM TELEPHONE THRESHOLD TONGUE AND GROOVE TEMPERATURE THICK (NESS) TOP OF TOP OF BEAM TOP OF PARAPET TOP OF INSULATION TOP OF CURB THROUGH TEMP THK THR T&G TEL TO TOB TOI TOP TOC THRU SOUND TRANSMISSION CLASS TRANSOM TOP OF STEEL TOILET PARTITION TOP OF WALL TYPICAL TERRAZZO TUBE STEEL TELEVISION TR TOW TPART TOSTL TPD TV TS TZ TYP UNFINISHED VAPOR BARRIER VARIABLE (VARIES) URINAL UL UNFIN UON VB VCT VAR UR TOILET PAPER DISPENSER UNDERWRITERS LABORATORY UNLESS OTHERWISE NOTED VINYL COMPOSITION TILE VESTIBULE WITH VERIFY IN FIELD WIDE OR WIDTH WOOD WITHOUT WATER CLOSET WATERPROOF (ING) VIF W VEST W/ W/O WP WD WC WATER RESISTANT WELDED WIRE FABRIC WWF WR VERTICAL VERT TOP OF SLAB TOS TOP OF MASONRY TOM SHEET TABLE OF CONTENTS PROJECT TEAMS ARCHITECT ARCHITECTURAL COLLABORATIVE (ARCOLLAB) 1328 PRINCE AVENUE, SECOND FLOOR ATHENS, GA 30606 CONTACT: JOE SMITH, PRINCIPAL OFFICE: [PHONE REDACTED] EMAIL: [EMAIL REDACTED] ALTERNATES LIST ADD ALTERNATES • ADD-ALT 1: INCLUDE INTERIOR ENERGY PANELS AT ALL WINDOW LOCATIONS IN CONDITIONED SPACES • ADD-ALT 2: ADD FILMS FOR ENHANCED ENERGY EFFICIENCY TO ALL WINDOWS IN CONDITIONED SPACES DEDUCTIVE ALTERNATES • DED-ALT 1: WINDOWS NOT MADE OPERABLE 1328 PRINCE AVENUE, SECOND FLOOR ATHENS, GA 30606 T: [PHONE REDACTED] P R O J E C T : T I T L E : I S S U E : D A T E : G-001 01.16.24 BIDDING RELEASE HISTORIC WASHINGTON COUNTY COURTHOUSE WINDOW RESTORATION PROJECT 132 W. HAYNES STREET, SANDERSVILLE, GA 31082 COVER SHEET HISTORIC WASHINGTON COUNTY COURTHOUSE WINDOW RESTORATION PROJECT SANDERSVILLE , GA A-100 BUILDING ORTHOPHOTOS - SOUTH AND EAST ELEVATIONS A-101 BUILDING ORTHOPHOTOS - NORTH AND WEST ELEVATIONS A-200 WINDOW SCHEDULE AND NOTES A-201 EXISTING WINDOW DETAILS A-300 WINDOW ELEVATIONS A-301 WINDOW ELEVATIONS A-302 WINDOW ELEVATIONS A-303 WINDOW ELEVATIONS GENERAL ARCHITECTURAL G-001 COVER SHEET JOSEPH P. SMITH III A R C H I T E C T D E R E T S I G E R R O E G F O E T A T S G I A N O . R A 0 1 1 6 9 9 E T A C I F I T R E C 01.16.24 ---PAGE BREAK--- 1328 PRINCE AVENUE, SECOND FLOOR ATHENS, GA 30606 T: [PHONE REDACTED] P R O J E C T : T I T L E : I S S U E : D A T E : A-100 01.16.24 BIDDING RELEASE HISTORIC WASHINGTON COUNTY COURTHOUSE WINDOW RESTORATION PROJECT 132 W. HAYNES STREET, SANDERSVILLE, GA 31082 BUILDING ORTHOPHOTOS - SOUTH AND EAST ELEVATIONS 104 A 103 A 102 A 101 A 207 B 205 B 204 B 203 B 206 B 210 C 301 D 211 C 300 D EAST ELEVATION ORTHOPHOTO SCALE 1/8" = 1'-0" 2 107 E 106 A 105 A 108 E 109 E 110 E 217 F 216 F 215 F 214 F 212 C 209 B 208 B 302 D 304 G 305 G 306 G 307 G 308 G 309 D 406 J 403 H 402 H 401 H 400 H 213 C 303 D 405 I 404 I 111 K 112 K 113 L 114 K 115 K 223 M 222 M 221 M 220 M 219 M 218 M 309 D 407 J 406 J 310 D SOUTH ELEVATION ORTHOPHOTO SCALE 1/8" = 1'-0" 1 OPHOTO JOSEPH P. SMITH III A R C H I T E C T D E R E T S I G E R R O E G F O E T A T S G I A N O . R A 0 1 1 6 9 9 E T A C I F I T R E C 01.16.24 ---PAGE BREAK--- 202 B 201 B 200 B 234 F 232 B 231 B 230 B 226 M 126 E 125 E 122 K 311 G 127 E 100 A 411 J 410 J 120 K 121 K NORTH ELEVATION ORTHOPHOTO SCALE 1/8" = 1'-0" 1 117 K 116 K 118 K 119 K 123 E 124 E 229 B 228 B 227 B 225 M 224 M 409 J 408 J WEST ELEVATION ORTHOPHOTO SCALE 1/8" = 1'-0" 2 05.01.23 100% RECORDATION RELEASE WASHINGTON COUNTY COURTHOUSE WINDOW PROJECT 132 W. HAYNES STREET SANDERSVILLE, GEORGIA 31082 1328 PRINCE AVENUE SECOND FLOOR ATHENS, GA 30606 T: [PHONE REDACTED] PROJECT: TITLE: A-101 DATE: ISSUE: BUILDING ORTHOPHOTOS: NORTH AND WEST ELEVATIONS JOSEPH P. SMITH III A R C H I T E C T D E R E T S I G E R R O E G F O E T A T S G I A N O . R A 0 1 1 6 9 9 E T A C I F I T R E C 05.01.23 1328 PRINCE AVENUE, SECOND FLOOR ATHENS, GA 30606 T: [PHONE REDACTED] P R O J E C T : T I T L E : I S S U E : D A T E : A-101 01.16.24 BIDDING RELEASE HISTORIC WASHINGTON COUNTY COURTHOUSE WINDOW RESTORATION PROJECT 132 W. HAYNES STREET, SANDERSVILLE, GA 31082 BUILDING ORTHOPHOTOS - NORTH AND WEST ELEVATIONS JOSEPH P. SMITH III A R C H I T E C T D E R E T S I G E R R O E G F O E T A T S G I A N O . R A 0 1 1 6 9 9 E T A C I F I T R E C 01.16.24 ---PAGE BREAK--- A B C D E F G H I J K L M ± 3' - 2" VIF ± 8' - 6" VIF ± 3' - 8" VIF ± 9' - 6" VIF ± 2' - 6" VIF ± 8' - 7" VIF ± 2' - 6" VIF ± 8' - 10" VIF ± 3' - 8" VIF ± 9' - 6" VIF ± 3' - 9" VIF ± 7' - 11" VIF ± 8' - 2" VIF ± 3' - 8" VIF ± 2' - 7" VIF ± 4' - 2" VIF ± 2' - 7" VIF ± 1' - 8" VIF ± 3' - 3" VIF ± 5' - 7" VIF ± 3' - 8" VIF ± 9' - 6" VIF ± 3' - 11" VIF ± 7' - 9" VIF ± 3' - 8" VIF ± 9' - 7" VIF 1328 PRINCE AVENUE, SECOND FLOOR ATHENS, GA 30606 T: [PHONE REDACTED] P R O J E C T : T I T L E : I S S U E : D A T E : A-200 01.16.24 BIDDING RELEASE HISTORIC WASHINGTON COUNTY COURTHOUSE WINDOW RESTORATION PROJECT 132 W. HAYNES STREET, SANDERSVILLE, GA 31082 WINDOW SCHEDULE AND NOTES WINDOW SCHEDULE NO. TYPE HEIGHT WIDTH INTERIOR STORM PANEL EXG CONDITION GRADE 100 A 8' - 6" 3' - 2" YES 1-RECONDITION PER STL WINDOW NOTES 101 A 8' - 6" 3' - 2" YES 1-RECONDITION PER STL WINDOW NOTES 102 A 8' - 6" 3' - 2" YES 1-RECONDITION PER STL WINDOW NOTES 103 A 8' - 6" 3' - 2" YES 1-RECONDITION PER STL WINDOW NOTES 104 A 8' - 6" 3' - 2" YES 1-RECONDITION PER STL WINDOW NOTES 105 A 8' - 6" 3' - 2" YES 1-RECONDITION PER STL WINDOW NOTES 106 A 8' - 6" 3' - 2" YES 1-RECONDITION PER STL WINDOW NOTES 107 E 9' - 6" 3' - 8" YES 1 108 E 9' - 6" 3' - 8" YES 1 109 E 9' - 6" 3' - 8" YES 1 110 E 9' - 6" 3' - 8" YES 1 111 K 9' - 6" 3' - 8" YES 1 112 K 9' - 6" 3' - 8" YES 1 113 L 7' - 9" 3' - 11" YES NO SCOPE - LEAVE AS IS 114 K 9' - 6" 3' - 8" YES 1 115 K 9' - 6" 3' - 8" YES 1 116 K 9' - 6" 3' - 8" YES 1 117 K 9' - 6" 3' - 8" YES 1 118 K 9' - 6" 3' - 8" YES 1 119 K 9' - 6" 3' - 8" YES 2 120 K 9' - 6" 3' - 8" YES 1 121 K 9' - 6" 3' - 8" YES 1 122 K 9' - 6" 3' - 8" YES 1 123 E 9' - 6" 3' - 8" YES 1 124 E 9' - 6" 3' - 8" YES 1 125 E 9' - 6" 3' - 8" YES 1 126 E 9' - 6" 3' - 8" YES 1 127 E 9' - 6" 3' - 8" YES 1 200 B 9' - 6" 3' - 8" YES 1 201 B 9' - 6" 3' - 8" YES 1 202 B 9' - 6" 3' - 8" YES 1 203 B 9' - 6" 3' - 8" YES 1 204 B 9' - 6" 3' - 8" YES 1 205 B 9' - 6" 3' - 8" YES 1 206 B 9' - 6" 3' - 8" YES 1 207 B 9' - 6" 3' - 8" YES 1 208 B 9' - 6" 3' - 8" YES 1 209 B 9' - 6" 3' - 8" YES 1 210 C 8' - 7" 2' - 6" YES 2, REPAIR WOOD PANEL BTWN WINDOWS 211 C 8' - 7" 2' - 6" YES 2, REPAIR WOOD PANEL BTWN WINDOWS 212 C 8' - 7" 2' - 6" YES 2, REPAIR WOOD PANEL BTWN WINDOWS 213 C 8' - 7" 2' - 6" YES 2, REPAIR WOOD PANEL BTWN WINDOWS 214 F 7' - 11" 3' - 9" YES 1 215 F 7' - 11" 3' - 9" YES 1 216 F 7' - 11" 3' - 9" YES 1 217 F 7' - 11" 3' - 9" YES 1 218 M 9' - 7" 3' - 8" YES 1 219 M 9' - 7" 3' - 8" YES 1 220 M 9' - 7" 3' - 8" YES 1 221 M 9' - 7" 3' - 8" YES 2 222 M 9' - 7" 3' - 8" YES 2 223 M 9' - 7" 3' - 8" YES 1 224 M 9' - 7" 3' - 8" YES 1 225 M 9' - 7" 3' - 8" YES 1 226 M 9' - 7" 3' - 8" YES 1 227 B 9' - 6" 3' - 8" YES 1 228 B 9' - 6" 3' - 8" YES 1 229 B 9' - 6" 3' - 8" YES 1 230 B 9' - 6" 3' - 8" YES 1 231 B 9' - 6" 3' - 8" YES 1 232 B 9' - 6" 3' - 8" YES 1 233 B 9' - 6" 3' - 8" YES 1 234 F 7' - 11" 3' - 9" YES 1 300 D 8' - 10" 2' - 6" NO 2, REPAIR WOOD PANEL BTWN WINDOWS 301 D 8' - 10" 2' - 6" NO 2, REPAIR WOOD PANEL BTWN WINDOWS 302 D 8' - 10" 2' - 6" NO 2, REPAIR WOOD PANEL BTWN WINDOWS 303 D 8' - 10" 2' - 6" NO 2, REPAIR WOOD PANEL BTWN WINDOWS 304 G 8' - 2" 3' - 8" NO 1 305 G 8' - 2" 3' - 8" NO 1 306 G 8' - 2" 3' - 8" NO 1 307 G 8' - 2" 3' - 8" NO 1 308 G 8' - 2" 3' - 8" NO 1 309 D 8' - 10" 2' - 6" NO 1 310 D 8' - 10" 2' - 6" NO 1 311 G 8' - 2" 3' - 8" NO 3 400 H 4' - 2" 2' - 7" NO 3-FULL REPLACEMENT OF UNITS 401 H 4' - 2" 2' - 7" NO 3-FULL REPLACEMENT OF UNITS 402 H 4' - 2" 2' - 7" NO 3-FULL REPLACEMENT OF UNITS 403 H 4' - 2" 2' - 7" NO 3-FULL REPLACEMENT OF UNITS 404 I 1' - 8" 2' - 7" NO 3-FULL REPLACEMENT OF UNITS 405 I 1' - 8" 2' - 7" NO 3-FULL REPLACEMENT OF UNITS 406 J 5' - 7" 3' - 3" NO 3-FULL REPLACEMENT OF UNITS 407 J 5' - 7" 3' - 3" NO 3-FULL REPLACEMENT OF UNITS 408 J 5' - 7" 3' - 3" NO 3-FULL REPLACEMENT OF UNITS 409 J 5' - 7" 3' - 3" NO 3-FULL REPLACEMENT OF UNITS 410 J 5' - 7" 3' - 3" NO 3-FULL REPLACEMENT OF UNITS 411 J 5' - 7" 3' - 3" NO 3-FULL REPLACEMENT OF UNITS WINDOW TYPES NOTES WOOD WINDOW RECONDITIONING A. ACCEPTABLE PRODUCTS 1. WOOD CONSOLIDANT: ABATRON LIQUID TWO-PART EPOXY WOOD CONSOLIDANT OR MINWAX PENETRATING WOOD HARDENER 2. WOOD PATCHING COMPOUND: ABATRON WOODEPOX NON-SHRINK ADHESIVE WOOD REPLACEMENT COMPOUND 3. WEATHERSTRIPPING: DORBIN ZINC METAL WEATHERSTRIPPING 4. ADHESIVES: WOOD ADHESIVES FOR EXTERIOR EXPOSURE, WITH MINIMUM 15- TO 45-MINUTE CURE AT 70 DEG F, IN GUNNABLE AND LIQUID FORMULATIONS AS RECOMMENDED IN WRITING BY ADHESIVE MANUFACTURER FOR EACH TYPE OF REPAIR. 5. CLEANING DETERGENT: SOLUTION PREPARED BY MIXING 2 CUPS OF TETRASODIUM PYROPHOSPHATE (TSPP), 1/2 CUP OF LAUNDRY DETERGENT THAT CONTAINS NO AMMONIA, 5 QUARTS OF 5 PERCENT SODIUM HYPOCHLORITE BLEACH, AND 15 QUARTS OF WARM WATER FOR EACH 5 GAL. OF SOLUTION REQUIRED 6. MILDEWCIDE: COMMERCIAL, PROPRIETARY MILDEWCIDE OR A SOLUTION PREPARED BY MIXING 1/3 CUP OF HOUSEHOLD DETERGENT THAT CONTAINS NO AMMONIA, 1 QUART OF 5 PERCENT SODIUM HYPOCHLORITE BLEACH, AND 3 QUARTS OF WARM WATER B. GENERAL 1. IN TREATING HISTORIC ITEMS, DISTURB THEM AS MINIMALLY AS POSSIBLE 2. CONDUCT ALL REPAIR AND RECONDITIONING OF HISTORIC WOOD WINDOWS IN ACCORDANCE WITH NPS BRIEF #9 IN CONJUNCTION TO THE GUIDELINES BELOW 3. STABILIZE AND REPAIR WOOD WINDOWS TO REESTABLISH STRUCTURAL INTEGRITY AND WEATHER RESISTANCE WHILE MAINTAINING THE EXISTING FORM OF EACH ITEM. 4. WHERE MECHANICAL ABRASION IS NEEDED FOR THE WORK, USE ONLY THE GENTLEST MECHANICAL METHODS, SUCH AS SCRAPING AND NATURAL-FIBER BRISTLE BRUSHING, THAT WILL NOT ABRADE WOOD SUBSTRATE, REDUCING CLARITY OF DETAIL. DO NOT USE ABRASIVE METHODS SUCH AS SANDING, WIRE BRUSHING, OR POWER TOOLS EXCEPT AS INDICATED AS PART OF THE HISTORIC TREATMENT PROGRAM AND AS APPROVED BY ARCHITECT. 5. TO REPAIR AND REFINISH EXISTING HARDWARE, DISMANTLE WINDOW HARDWARE; STRIP PAINT, REPAIR, AND REFINISH IT TO MATCH FINISH SAMPLES; AND LUBRICATE MOVING PARTS JUST ENOUGH TO FUNCTION SMOOTHLY. 6. UNLESS OTHERWISE INDICATED, REPAIR WOOD WINDOWS BY CONSOLIDATING, PATCHING, SPLICING, OR OTHERWISE REINFORCING WOOD WITH NEW WOOD MATCHING EXISTING WOOD OR WITH SALVAGED, SOUND, ORIGINAL WOOD. MATCH EXISTING MATERIALS AND FEATURES, RETAINING AS MUCH ORIGINAL MATERIAL AS POSSIBLE TO PERFORM REPAIRS 7. INDIVIDUAL COMPONENT REPLACEMENTS ARE ACCEPTABLE FOR ELEMENTS WHICH ARE SUBJECT TO SIGNIFICANT WEATHERING, EXPOSURE, AND/OR THERMAL FLUCTUATION (I.E. SILLS) IN WHICH PATCHES ARE LIKELY TO FAIL MORE QUICKLY THAN IN OTHER LOCATIONS. SUBSTITUTION OF DECAY- RESISTANT WOOD SPECIES FOR ORIGINAL SPECIES IS ACCEPTABLE 1) WHERE THE RECONDITIONED WINDOW IS PAINTED AND 2) WITH THE PRIOR APPROVAL OF THE ARCHITECT 8. WHERE SASH OR WINDOWS ARE INDICATED FOR REMOVAL, COVER RESULTANT OPENINGS WITH TEMPORARY ENCLOSURES SO THAT OPENINGS ARE WEATHERTIGHT DURING REPAIR PERIOD. C. PREPARATION AND REMOVAL 1. LABEL EACH WINDOW FRAME WITH PERMANENT OPENING- IDENTIFICATION NUMBER IN INCONSPICUOUS LOCATION. 2. TAG EXISTING WINDOW SASH, STORM WINDOWS, AND SHUTTERS WITH OPENING-IDENTIFICATION NUMBERS. INDICATE ON TAGS THE LOCATIONS ON WINDOW OF EACH COMPONENT, SUCH AS "TOP SASH," "BOTTOM SASH," "LEFT SHUTTER," AND "RIGHT SHUTTER." 3. REMOVE INTERIOR SASH STOPS TO ALLOW REMOVAL OF WINDOW SASHES. REMOVE SASH WEIGHTS, PULLEYS, AND SASH WEIGHT CORDS AS APPLICABLE. RETAIN PULLEYS AND WEIGHTS FOR REPAIR AND REINSTALLATION, U.N.O. 4. INSTALL TEMPORARY PROTECTION AND SECURITY AT WINDOW OPENINGS. 5. IN THE SHOP, LABEL EACH SASH, STORM WINDOW, SHUTTER, AND LOUVERED BLIND UNIT WITH PERMANENT OPENING-IDENTIFICATION NUMBER IN INCONSPICUOUS LOCATION AND REMOVE SITE- APPLIED TAGS. 6. SORT UNITS BY CONDITION, SEPARATING THOSE THAT NEED EXTENSIVE REPAIR D. RECONDITIONING 1. ANY ON-SITE SASH REPAIR AND CONDITIONING SHALL BE PERFORMED ON A FLAT WORK SURFACE CONFIGURED FOR THAT PURPOSE, OR THE SASHES MAY BE REMOVED TO A SHOP FOR THE WORK TO BE PERFORMED. 2. REMOVE PAINT TO BARE WOOD 3. AT SASH CORNER JOINTS WHICH HAVE EXPERIENCED DETERIORATION AND CANNOT BE EFFECTIVELY RE-PEGGED TO TIGHTEN/SQUARE JOINTS, ADHESIVE INJECTION INTO THE JOINT IS RECOMMENDED ON A CASE-BY- CASE BASIS. IN THESE CASES, RACK SASH FRAMES TO INJECT ADHESIVE INTO MORTISE AND TENON JOINTS. SQUARE FRAMES TO PROPER FIT BEFORE ADHESIVE SETS. 4. REPAIR WOOD BY CONSOLIDATION, MEMBER REPLACEMENT, PARTIAL MEMBER REPLACEMENT, AND PATCHING. BOND, FILL, CAULK, PATCH, AND/OR SEAL ALL VOIDS IN FINISH SURFACES. USE ONLY WATER- RESISTANT PAINTABLE MATERIALS 5. SAND, PRIME, FILL, SAND AGAIN, AND PRIME SURFACES AGAIN FOR REFINISHING. 6. REPAIR, REFINISH, AND REPLACE HARDWARE IF REQUIRED. REPAIR OR REPLACE SASH WEIGHT CORDS/PULLEYS AS APPLICABLE. REINSTALL OPERATING HARDWARE. 7. REMOVE LOOSE OR CRACKED GLAZING PUTTY AND GLAZING POINTS, REPLACE TO MATCH EX’G GEOMETRIC PROFILES. REPLACE BROKEN GLAZING WITH NEW PLATE GLASS TO MATCH THICKNESS AND COLOR OF DAMAGED HISTORIC GLASS. 8. REMOVE TEMPORARY PROTECTION AND SECURITY AT WINDOW OPENINGS 9. WHILE SASHES ARE OUT OF FRAMES, REMOVE ALL REMAINING PAINT FROM ALL EXPOSED WINDOW SURFACES (SILL, STOOL, JAMB, HEAD, CASINGS, ETC.) AT INTERIOR AND EXTERIOR IN ACCORDANCE WITH THE PAINT PREP GUIDELINES 10. APPLY PRIMING AND FINISH COATS TO ALL FRICTION SURFACES BEFORE SASH INSTALLATION PER PAINTING GUIDELINES BELOW 11. PREP SASHES FOR WEATHERSTRIPPING PRIOR TO SASH INSTALLATION 12. REINSTALL UNITS. REHANG OPERABLE HUNG SASHES ON NEW SASH WEIGHT CORDS AS APPLICABLE. OTHERWISE INSTALL SASHES AS ORIGINALLY INSTALLED. ALL HISTORIC WINDOW SASHES ORIGINALLY OPERABLE SHALL BE RENDERED OPERABLE AFTER RECONDITIONING. UNLESS NOTED OTHERWISE, ALL SASHES SHALL BE REINSTALLED IN THEIR ORIGINAL LOCATIONS AND ORIGINAL CONFIGURATIONS, UNLESS NOTED OTHERWISE. 13. APPLY PRIMING AND FINISH COATS TO ALL REMAINING INTERIOR AND EXTERIOR WOOD SURFACES PER PAINTING GUIDELINES BELOW 14. ANY ON-SITE SASH REPAIR AND RECONDITIONING SHALL BE PERFORMED ON A FLAT WORK SURFACE CONFIGURED FOR THAT PURPOSE, OR THE SASHES MAY BE REMOVED TO A SHOP FOR THE WORK TO BE PERFORMED WINDOW REPAIR SCOPE OF WORK A. REPAIR AND RECONDITION WINDOWS PER ACCOMPANYING "WOOD WINDOW RECONDITIONING" NOTES B. UN-REPAIRABLE ELEMENTS TO BE REPLACED IN KIND, REPLACEMENTS PER REPLACEMENT BASIS OF DESIGN C. STEEL WINDOWS TO BE RECONDITIONED PER ACCOMPANYING 'STEEL WINDOW RECONDITIONING" NOTES D. REPLACE WINDOWS NOTED AS 'FULL REPLACEMENT' PER WINDOW REPLACEMENT BASIS OF DESIGN AND DETAILS E. ADD-ALT 1: INCLUDE INTERIOR ENERGY PANELS AT ALL WINDOW LOCATIONS IN CONDITIONED SPACES F. ADD-ALT 2: ADD FILMS FOR ENHANCED ENERGY EFFICIENCY TO ALL WINDOWS IN CONDITIONED SPACES G. ADD-ALT 3: SWITCH FULL WINDOW REPLACEMENT FROM FULL WOOD TO CLAD WOOD (MARVIN ULTIMATE CLAD WOOD DOUBLE HUNG OR JELD-WEN CUSTOM CLAD WOOD DOUBLE HUNG) H. DED-ALT 1: WINDOWS NOT MADE OPERABLE WINDOW REPLACEMENT BASIS OF DESIGN • MARVIN ULTIMATE WOOD DOUBLE HUNG MAGNUM SERIES EXTERIOR FINISH: PRIMED PINE INTERIOR FINISH: PRIMED WHITE OGEE STICKING SASH LOCK, FINISH TBD GLAZING: ARGON FILLED LOW-E CLEAR INSULATED GLASS DIVIDED LITES: SIMULATED DIVIDED LITES W/ SPACER BAR/GRILL BETWEEN GLASS, 5/8" PUTTY PROFILE 2" SUBSILL TO MIMIC HISTORIC SIZE EXTERIOR CASING TO MIMIC EXISTING OGEE MOLDING • JELD-WEN EPIC WOOD DOUBLE HUNG SERIES EXTERIOR FINISH: PRIMED PINE INTERIOR FINISH: PRIMED WHITE OGEE STICKING SASH LOCK, FINISH TBD GLAZING: ARGON FILLED LOW-E CLEAR INSULATED GLASS DIVIDED LITES: SIMULATED DIVIDED LITES W/ SPACER BAR/GRILL BETWEEN GLASS, 5/8" PUTTY PROFILE 2" SUBSILL TO MIMIC HISTORIC SIZE EXTERIOR CASING TO MIMIC EXISTING OGEE MOLDING INTERIOR ENERGY PANEL BASIS OF DESIGN • INDOW CUSTOM WINDOW INTERIOR INSERTS • ALLIED WINDOW, INC MAGNETIC ONE-LITE INTERIOR STORM WINDOWS CONDITION ASSESSMENT GRADING - HUNG SASH WINDOWS CLASS 1: WINDOW COMPONENT NEEDS ROUTINE MAINTENANCE TO RETURN A WINDOW TO FULLY OPERABLE CONDITION. THIS INCLUDES: INTERIOR AND EXTERIOR PAINT REMOVAL, REMOVAL AND REPAIR OF SASH (INCLUDING REGLAZING WHERE NECESSARY), SIMPLE REPAIRS TO THE FRAME, WEATHER STRIPPING AND REINSTALLATION OF THE SASH, AND REPAINTING. CLASS 2: THE WINDOW IS OPERATIONALLY SOUND, BUT SHOWS SOME ADDITIONAL DEGREE OF PHYSICAL DETERIORATION THAN REPAIR TYPE 1. COMPONENTS MAY BE REPAIRED USING EPOXY CONSOLIDATION/FILLING, AND THEN PAINTING TO ACHIEVE A SOUND CONDITION, GOOD APPEARANCE, AND EXTENDED LIFE. CLASS 3: COMPONENTS ARE BADLY DETERIORATED AND CANNOT BE RETURNED TO WORKING ORDER. REPAIR REQUIRES REPLACING DETERIORATED PARTS WITH NEW MATCHING PIECES, OR SPLICING NEW WOOD INTO EXISTING MEMBERS, I.E. DUTCHMAN REPAIRS, OR, ALTERNATIVELY, REPLACEMENT OF WINDOW SASHES OR OF ENTIRE WINDOW UNIT STEEL WINDOW RECONDITIONING A. MATERIALS, EQUIPMENT, & TECHNIQUES 1. PROPRIETARY CLEANERS AND STRIPPERS: MANUFACTURER'S STANDARD-STRENGTH CLEANERS AND STRIPPERS DESIGNED FOR REMOVING EXISTING PAINT, MORTAR AND GROUT STAINS, EFFLORESCENCE, AND OTHER CONSTRUCTION AND AGING STAINS FROM STONE MASONRY, MORTAR, AND GROUT SURFACES WITHOUT DISCOLORING OR DAMAGING SURFACES; EXPRESSLY APPROVED FOR INTENDED USE BY MANUFACTURER FOR INTENDED USE a. PRODUCTS SHALL NOT DAMAGE MATERIALS TO BE STRIPPED/CLEANED OR ADJACENT MATERIALS AND SURFACES INCLUDING VEGETATION b. FINAL PRODUCT SELECTION MUST BE APPROVED BY ARCHITECT PER TEST CLEANING 2. NEUTRALIZING AFTERWASH a. USE ONLY NEUTRALIZING AFTERWASH THAT DOES NOT CONTAIN HYDROFLUORIC ACID OR AMMONIUM BIFLUORIDE WITH GLAZED BRICK, GLAZED TERRACOTTA, AND POLISHED CALCIFIC MARBLE 3. ALKALINE-PASTE PAINT REMOVER: MANUFACTURER'S STANDARD ALKALINE-PASTE OR GEL FORMULATION FOR REMOVING PAINT FROM METALS, AND CONTAINING NO METHYLENE CHLORIDE 4. COVERED OR SKIN FORMING ALKALINE PAINT REMOVER: MANUFACTURER'S STANDARD COVERED OR SKIN-FORMING, ALKALINE PASTE OR GEL FORMULATION FOR REMOVING PAINT FROM MASONRY, CONTAINING NO METHYLENE CHLORIDE a. REQUIRES NEUTRALIZING WASH AFTER USE 5. SOLVENT-TYPE PASTE PAINT REMOVER: MANUFACTURER'S STANDARD WATER-RINSIBLE, SOLVENT-TYPE PASTE OR GEL FORMULATION FOR REMOVING PAINT FROM MASONRY a. REQUIRES NEUTRALIZING WASH AFTER USE 6. LOW-ODOR, SOLVENT-TYPE PASTE PAINT REMOVER: MANUFACTURER'S STANDARD LOW- ODOR, WATER-RINSIBLE, SOLVENT-TYPE PASTE, GEL, OR FOAMED EMULSION FORMULATION FOR REMOVING PAINT FROM MASONRY; CONTAINING NO METHANOL OR METHYLENE CHLORIDE a. REQUIRES NEUTRALIZING WASH AFTER USE 7. COVERED, SOLVENT-TYPE PASTE PAINT REMOVER: MANUFACTURER'S STANDARD, LOW- ODOR, COVERED, WATER-RINSIBLE, SOLVENT-TYPE PASTE OR GEL FORMULATION FOR REMOVING PAINT FROM MASONRY, CONTAINING NO METHANOL OR METHYLENE CHLORIDE a. REQUIRES NEUTRALIZING WASH AFTER USE 8. CLEAN, POTABLE WATER a. HOT WATER: WATER HEATED TO 140-160 DEG F 9. DETERGENT SOLUTION, JOB MIXED: SOLUTION PREPARED BY MIXING 2 CUPS (0.5 L) OF TETRASODIUM PYROPHOSPHATE (TSPP), 1/2 CUP (125 ML) OF LAUNDRY DETERGENT, AND 20 QUARTS (20 L) OF HOT WATER FOR EVERY 5 GAL. (20 L) OF SOLUTION REQUIRED 10. NONACIDIC LIQUID CLEANER: PROSOCO INC. PRODUCTS a. MANUFACTURER'S STANDARD MILDLY ALKALINE LIQUID CLEANER FORMULATED FOR REMOVING MOLD, MILDEW, AND OTHER ORGANIC SOILING FROM ORDINARY BUILDING MATERIALS, INCLUDING POLISHED STONE, BRICK, ALUMINUM, PLASTICS, AND WOOD 11. ABRASIVE PADS FOR COPPER-ALLOY CLEANING: EXTRA FINE BRONZE WOOL OR PLASTIC ABRASIVE PADS 12. BLASTING ABRASIVE: PULVERIZED WALNUT SHELLS OR POWDERED ALUMINUM SILICATE 13. ABRASIVES FOR FERROUS METAL CLEANING: ALUMINUM OXIDE PAPER, EMERY PAPER, FINE STEEL WOOL, STEEL SCRAPERS, AND STEEL-WIRE BRUSHES OF VARIOUS SIZES 14. RUST REMOVER: MANUFACTURER'S STANDARD PHOSPHORIC ACID-BASED GEL FORMULATION, ALSO CALLED "NAVAL JELLY," FOR REMOVING CORROSION FROM IRON AND STEEL 15. LIQUID STRIPPABLE MASKING AGENT: PRODUCTS BY PROSOCO, INC. OR PRODUCTS BY AMERICAN BUILDING RESTORATION PRODUCTS, INC. a. MANUFACTURER'S STANDARD LIQUID, FILM-FORMING, STRIPPABLE MASKING MATERIAL FOR PROTECTING GLASS, METAL, GLAZED MASONRY, AND POLISHED STONE SURFACES FROM DAMAGING EFFECTS OF ACIDIC AND ALKALINE CLEANERS. 16. MASKING TAPE: NON-STAINING, NONABSORBENT MATERIAL; COMPATIBLE WITH CHEMICAL SOLUTIONS BEING USED AND SUBSTRATE SURFACES; AND THAT WILL EASILY COME OFF ENTIRELY, INCLUDING ADHESIVE 17. FERROUS METAL PRIMERS: MANUFACTURER'S STANDARD, RUST-INHIBITING, FAST-CURING, LEAD- AND CHROMATE-FREE, UNIVERSAL PRIMER, COMPATIBLE WITH FIRMLY ADHERED EXISTING PAINT AND APPLIED FINISH. COMPLY WITH COATING MANUFACTURER'S WRITTEN INSTRUCTIONS FOR CLEANING, PRETREATMENT, APPLICATION, AND MINIMUM DRY-FILM THICKNESS 18. BRUSHES: NATURAL BRISTLE BRUSH OR WIRE BRUSH OF SAME BASE METAL COMPOSITION AS METAL BEING TREATED a. USE BRUSHES THAT ARE RESISTANT TO CHEMICALS BEING USED 19. PRIMER: BASIS OF DESIGN, SHERWIN WILLIAMS PRO INDUSTRIAL PRO-CRYL UNIVERSAL PRIMER a. ALL PAINTS IN CONTACT WITH BARE METAL SHOULD BE A DTM PRODUCT 20. FINISH PAINT: BASIS OF DESIGN, SHERWIN WILLIAMS PRO INDUSTRIAL WATERBASED ALKYD URETHANE 21. GLAZING PUTTY: SARCO DUAL-GLAZE OR DAP 1012 B. RECONDITIONING 1. STEEL WINDOW RECONDITIONING TO BE PERFORMED IN SITU. TENT OR ENCAPSULATE EXTERIOR OF EACH UNIT TO PROTECT STEEL FRAME FROM WEATHER DURING RECONDITIONING WORK. ENCLOSURE SHOULD BE LARGE ENOUGH TO PERMIT WORK ON THE WINDOW EXTERIOR FROM WITHIN THE ENCLOSURE. DO NOT ALLOW WINDOW UNIT TO BECOME WET UNTIL AFTER FINAL FINISH PAINT COATS ARE APPLIED AND CURED. SASHES MAY BE REMOVED TO SHOP FOR REPAIR AND REGLAZING WORK AS NECESSARY. 2. TEST GLAZING PUTTY FOR ASBESTOS BEFORE LARGE SCALE REMOVAL. REMOVE PUTTY WITH WOOD CHISEL AND HAMMER, BEING CAREFUL OF THE SPRING CLIPS AND/OR POINTS THAT HOLD THE GLASS IN PLACE 3. MARK INDIVIDUAL GLASS PANE LOCATIONS AND REMOVE FROM FRAMES. RETAIN ALL UNDAMAGED PANES FOR REINSTALLATION. CLEAN GLASS OF PAINT, GREASE, AN GRIME BEFORE REINSTALLATION REPLACE DAMAGED PANES IN KIND. RETAIN GLAZING CLIPS/POINTS FOR REUSE IF FEASIBLE 4. SCRAPE/STRIP PAINT TO BARE METAL ON WINDOW FRAME AND STEEL LINTELS ABOVE MASONRY OPENINGS. USE A PROSCRAPER OR EQUIVALENT TO REMOVE OLD PAINT. REMOVE ANY SEALANT BETWEEN STEEL ELEMENTS AND ADJACENT WOOD OR MASONRY SURFACES. SAND METAL SURFACES SMOOTH AND REMOVE ALL DUST WITH TACK CLOTH BEFORE PROCEEDING 5. IF RUST EXISTS, TREAT WITH A ORTHOPHOSPHORIC ACID, OSPHO OR EQUIVALENT. NEUTRALIZE ACID(S) PER MANUFACTURER'S RECOMMENDATIONS PRIOR TO PRIMING 6. REPAIR, REFINISH, AND REPLACE HARDWARE IF REQUIRED. ENSURE ALL PARTS OF WINDOW ARE OPERABLE AND PROVIDE TIGHT CLOSE 7. REPLACE MISSING WINDOW FRAME ELEMENTS IN KIND USING EITHER SALVAGED ELEMENTS OR BY ASSEMBLING NEW STEEL ELEMENTS USING MODIFIED STOCK STEEL PROFILES. WELD REPLACEMENT ELEMENTS TO EX’G FRAME AND GRIND WELDS SMOOTH TO MATCH ADJACENT STEEL SURFACES. CLEAN ALL OIL, GREASE, GRIT, DUST, OXIDATION, ETC. FROM SURFACE IN PREPARATION FOR PAINTING 8. PRIME ALL STEEL SURFACES WITH DTM PRIMER. ALLOW PRIMER TO DRY COMPLETELY, FOLLOWING MANUFACTURER'S RECOMMENDATIONS. DO NOT PRIME NON-STEEL ELEMENTS 9. FILL PITTED AREAS USING A SANDABLE METAL FILLER. REMOVE EXCESS FILLER AFTER CURING TO ACHIEVE SMOOTH FINISH COMPARABLE TO UNDAMAGED AREAS 10. PRIME FILLED AND SANDED AREAS TO ACHIEVE CONSISTENT PRIMER COAT ON ALL EXPOSED STEEL WINDOW SURFACES 11. INSTALL REPLACEMENT GLAZING PUTTY BEFORE FINISH PAINT COAT BUT AFTER PRIMING. PRESS REPLACEMENT PUTTY INTO GLAZING RABBETS AND FINISH PUTTY WITH SMOOTH BEVEL AND CLEAN 90 DEGREE CORNERS. ALLOW PUTTY TO DRY COMPLETELY, FOLLOWING MANUFACTURER’S RECOMMENDATIONS 12. INSTALL PAINTABLE ELASTOMERIC SEALANT BEAD BETWEEN STEEL WINDOW FRAMES AND ADJACENT MASONRY OPENING, ON JAMBS, SILL, AND HEAD OF WINDOW. USE BACKER ROD OR BOND BREAK WHERE RECOMMENDED BY MANUFACTURER 13. TOPCOAT WITH EXTERIOR PAINT PRODUCT PER PAINT SCHEDULE. ALL PAINT DIRECTLY IN CONTACT WITH METAL SHOULD BE DTM PRODUCT 14. INSTALL WEATHERSTRIPPING AND GASKET SEALANTS IN KIND CONDITION ASSESSMENT LEVELS ARE FOR INITIAL INFORMATION ONLY. WINDOW RECONDITIONING CONTRACTOR TO ASSESS WINDOWS INDIVIDUALLY TO DEVELOP FULL SCOPE OF PROPOSED REPAIR/REHABILITATION. PREPARATION AND PAINTING OF EXTERIOR PAINTED SURFACES ALL EXTERIOR PAINTED SURFACES TO BE PREPARED AND PAINTED PER "PAINTED FINISHES" NOTES, COLOR TBD BY ARCHITECT NOTE: ALL WINDOW DIMENSIONS ARE APPROXIMATE, VERIFY DIMENSIONS IN FIELD PAINTED SURFACES A. MATERIALS 1. PAINT a. EXTERIOR: SELECTED PAINT COLORS AND FINISHES PRODUCTS TBD BY ARCHITECT b. VERIFY COMPATIBILITY WITH PRODUCTS PRIOR TO APPLICATION. PROVIDE MFR'S BEST QUALITY COATING FOR TYPES SPECIFIED 2. OBTAIN FILLERS, PRIMERS, AND UNDER-COATINGS FOR EACH COATING SYSTEM FROM SAME MANUFACTURER 3. STAIN-BLOCKING PRIMER: KILZ STAIN-BLOCKING PRIMER B. TREATMENT OF HISTORIC PAINTED SURFACES 1. REFER TO NPS PRESERVATION BRIEF #28 FOR BEST PRACTICES IN THE TREATMENT OF HISTORIC PAINTED SURFACES 2. WHERE WARRANTED, CONDUCT PAINT ANALYSIS USING MICROSCOPY, REFLECTED LIGHT, AND/OR ULTRAVIOLET LIGHT TO DETERMINE THE EVOLUTION, TYPE(S), AND COLOR INFORMATION OF HISTORIC PAINTED FINISHES. WHERE FEASIBLE, RETAIN IN SITU VIGNETTES OF HISTORIC PAINTED FINISHES TO ALLOW FOR FUTURE ANALYSIS C. CLEANING AND PREPARATION FOR PAINTING/REPAINTING 1. WHEN HISTORIC PAINTED FINISHES ARE TO BE REMOVED AND/OR RECOATED AS PART OF TREATMENT, WORK SHOULD BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING GUIDELINES 2. PRIOR TO TREATMENT, REMOVE AL SURFACE CONTAMINATION SUCH AS OIL, GREASE, LOOSE PAINT, DIRT, RUST, MOLD, MILDEW, MORTAR, SEALERS, ETC. FROM SURFACES TO BE PAINTED 3. REMOVE ALL EXISTING NON-PAINTABLE SEALANT FROM FINISH SURFACES 4. REMOVE INTERIOR AND/OR EXTERIOR HARDWARE AND RETAIN FOR CLEANING AND REINSTALLATION WHERE NOTED 5. IF WASHING EXTERIOR PAINTED FINISHES IS NECESSARY, USE THE MILDEST, LEAST IMPACTFUL TREATMENT TO REMOVE SOILING. HIGH PRESSURE WASHING (EXCEEDING 400 PSI) IS PROHIBITED. USE OF MILD DETERGENT IS PERMISSIBLE, PROVIDED THE WASHED SURFACE IS THOROUGHLY RINSED WITH CLEAN WATER TO REMOVE ANY DETERGENT RESIDUES 6. TEST PAINTED SURFACES FOR THE PRESENCE OF LEAD BASED PAINTS (LBPs). IN GENERAL, ELEMENTS COATED IN LEAD-BASED PAINT SHOULD BE RETAINED RATHER THAN REPLACED, WITH LBPs EITHER REMOVED OR ENCAPSULATED 7. ESTABLISH AN LBP HAZARD MITIGATION PLAN. THE FOLLOWING PROTOCOLS MUST BE FOLLOWED: a. ANY DISTURBANCE OF LBPS MUST BE PERFORMED IN COMPLIANCE WITH OSHA’s LEAD IN CONSTRUCTION STANDARD (29CFR1926.62) WHICH INCLUDES, BUT IS NOT LIMITED TO UTILIZING WORKERS TRAINED IN LEAD HAZARDS, PROVIDING WORKERS WITH APPROPRIATE PERSONAL PROTECTIVE EQUIPMENT, AND MONITORING THEIR EXPOSURES TO LEAD HAZARDS. ANY LEAD-CONTAINING WASTE GENERATED MUST BE TESTED TO SEE IF IT MUST BE CLASSIFIED AS HAZARDOUS WASTE AND/OR DISPOSED OF IN ACCORDANCE WITH EPA’s RCRA HAZARDOUS WASTE REGULATIONS (40CFR261-266) AS WELL AS THE GEORGIA HAZARDOUS WASTE MANAGEMENT ACT OF 1988 b. LBP ENCAPSULATION, EITHER WITH OR WITHOUT PRIOR LOOSE PAINT REMOVAL, IS PERMISSIBLE. LOOSE PAINT REMOVAL MUST FOLLOW PROTOCOLS DESCRIBED IN THIS SECTION c. LBP REMOVAL UTILIZING ANY TYPE OF MACHINE SANDING OR ABRASIVE BLASTING IS PROHIBITED d. LBP REMOVAL UTILIZING DRY HAND SANDING AND/OR DRY HAND SCRAPING IS PROHIBITED WITHOUT THE USE OF A HEPA-FILTERED DUST COLLECTION SYSTEM WITH DISPOSAL OF PAINT DEBRIS IN ACCORDANCE WITH APPLICABLE REGULATIONS e. LBP REMOVAL UTILIZING WET HAND SANDING AND/OR WET HAND SCRAPING IS PERMISSIBLE WITH COLLECTION AND DISPOSAL OF PAINT DEBRIS IN ACCORDANCE WITH APPLICABLE REGULATIONS f. LBP REMOVAL UTILIZING CHEMICAL STRIPPERS IS PERMISSIBLE WITH COLLECTION AND DISPOSAL OF PAINT DEBRIS IN ACCORDANCE WITH APPLICABLE REGULATIONS. CHEMICAL STRIPPERS MUST BE FREE OF METHYLENE CHLORIDE AND ANY OTHER BANNED SUBSTANCES. FOLLOW MANUFACTURER REQUIREMENTS FOR STRIPPER HANDLING, APPLICATION, CLEANUP, DISPOSAL, AND NEUTRALIZATION. USE NEUTRALIZING AGENT PRIOR TO APPLICATION OF PRIMER COAT ON ALL AREAS TREATED WITH CHEMICAL STRIPPER g. LBP REMOVAL UTILIZING HEAT GUNS IS PERMISSIBLE ONLY WHEN THE TOOL IS OPERATED BELOW 1100°F TO PREVENT SCORCHING OF SUBSTRATE AND LEAD VAPORIZATION. PAINT DEBRIS MUST BE PROPERLY COLLECTED AND DISPOSED OF IN ACCORDANCE WITH APPLICABLE REGULATIONS h. STRIPPED SURFACES MUST BE TESTED AFTER LBP REMOVAL TO DEMONSTRATE ELIMINATION OF LEAD HAZARDS i. ALL PERMITS REQUIRED BY THESE AGENCIES AND OTHER AUTHORITIES HAVING JURISDICTION (AHJS) MUST BE OBTAINED BY THE CONTRACTOR. PERMIT CLOSEOUTS MUST BE OBTAINED BY THE CONTRACTOR WITH COPIES PRESENTED TO THE OWNER j. SEE FOR THE GEORGIA EPD’S GUIDANCE AND REGULATIONS CONCERNING LEAD PAINT REMOVAL 8. FOR REMOVAL OF PAINT WHICH IS NOT LEAD-BASED, FOLLOW THESE GUIDELINES a. USE OF ANY TYPE OF MACHINE SANDING OR ABRASIVE BLASTING IS PROHIBITED b. USE OF DRY OR WET HAND SANDING AND DRY OR WET HAND SCRAPING IS PERMISSIBLE c. USE OF CHEMICAL STRIPPERS IS PERMISSIBLE. CHEMICAL STRIPPERS MUST BE FREE OF METHYLENE CHLORIDE AND ANY OTHER BANNED SUBSTANCES. FOLLOW MANUFACTURER REQUIREMENTS FOR STRIPPER HANDLING, APPLICATION, CLEANUP, DISPOSAL, AND NEUTRALIZATION. USE NEUTRALIZING AGENT PRIOR TO APPLICATION OF PRIMER COAT ON ALL AREAS TREATED WITH CHEMICAL STRIPPER d. USE OF HEAT GUNS IS PERMISSIBLE ONLY WHEN THE TOOL IS OPERATED BELOW 1100°F TO PREVENT SCORCHING OF SUBSTRATE e. ALL WETTED SURFACES MUST DRY COMPLETELY PRIOR TO APPLICATION OF SEALANTS, FILLERS, PRIMERS, AND/OR COATINGS f. SET PROJECTING NAILS/FASTENERS BELOW THE FINISH SURFACE. PATCH ALL NAIL HOLES AND IMPERFECTIONS WITH WOOD FILLER OR PUTTY AND SAND SURFACE SMOOTH D. PRIMING & PAINTING 1. GENERAL a. PREPARE SURFACE FOR PAINTING PER GUIDELINES ABOVE PRIOR TO PRIMING/PAINTING b. EXTERIOR PRIMING/PAINTING SHALL NOT BE PERFORMED IMMEDIATELY AFTER RAIN, DURING FOGGY WEATHER, WHEN RAIN IS PREDICTED, OR WHEN THE TEMPERATURE IS BELOW 50°F UNLESS THE COATING(S) USED ARE RATED FOR LOW-TEMPERATURE APPLICATION c. DO NOT PAINT CONCEALED SURFACES, PRE-FINISHED ITEMS (UNLESS NOTED), HARDWARE AND OTHER OPERATING PARTS, LABELS, AND ANY MATERIALS OBVIOUSLY INTENDED TO BE LEFT EXPOSED d. PROTECT ALL PAINTED SURFACES FROM DAMAGE AND DUST FOR THE DURATION OF THE PROJECT. CLEAN PAINTED SURFACES AT THE COMPLETION OF THE WORK e. PROVIDE TO OWNER ONE-GALLON CONTAINER, LABELED AND SEALED, OF EACH COLOR AND TYPE OF FINISH COAT 2. PRIMING a. SPOT PRIME WOOD KNOTS AND PITCH STREAKS WITH A COMPATIBLE STAIN-BLOCKING PRIMER PRIOR TO GENERAL PRIMING b. PRIME BARE METAL, PLASTER, AND WOOD AREAS WITH PRIMAR SUITABLE FOR USE ON THAT PARTICULAR SUBSTRATE c. EXTERIOR WOOD PRIMING: 1. APPLY ONE COAT STAIN-BLOCKING ALKYD-OIL OR ACRYLIC LATEX PRIMER TO ALL SIDES OF BARE WOOD OR OTHERWISE UNPRIMED WOOD MOLDINGS AND TRIM BOARDS 2. APPLY ONE ADDITIONAL COAT OF PRIMER TO EXPOSED EXTERIOR PAINTED WOOD SURFACES AFTER INSTALLATION 3. SEALANT SHALL BE APPLIED ONLY AFTER PRIMING. CAULK JOINTS BETWEEN ADJACENT TRIM BOARDS WITH PAINTABLE SILICONE SEALANT. DO NOT CAULK SEAMS BETWEEN COURSES OF LAP SIDING UNLESS A RAINSCREEN DRAINAGE ASSEMBLY IS PRESENT BEHIND SIDING d. INTERIOR PRIMING: 1. APPLY ONE COAT STAIN-BLOCKING ALKYD-OIL OR ACRYLIC LATEX PRIMER TO WALL/CEILING SURFACES AND INTERIOR TRIM 2. SEALANT SHALL BE APPLIED ONLY AFTER PRIMING. CAULK ALL JOINTS BETWEEN PAINTED TRIM AND ADJACENT PAINTED WALL/CEILING SURFACES WITH PAINTABLE SILICONE SEALANT 3. FINISH PAINTING a. FINISH PAINT ALL EXTERIOR SURFACES WITH SPECIFIED PAINT PRODUCT PER MFR’s INSTRUCTIONS. REFER TO PAINT SCHEDULE AND FINISHING NOTES FOR COLOR AND SHEEN OF EACH PAINT USED ---PAGE BREAK--- MASONRY THICKNESS VARIES BY LOCATION: VERIFY IN FIELD ±4 1/4" 2" 1/4" 1/2" 7/8" 1/2" 1 7/8" 1 7/8" 1 7/8" 2" 1 5/8" 1/2" 1 3/4" 1 3/4" MASONRY OPG WIDTH: REFER TO WDW TYPES ON SHEET A-200 VIF 1 1/2" 3 3/4" 1/8" 3/8" JAMB TRIM DEPTH VARIES BY WALL THICKNESS 2" 1" 1" 1938 ANNEX WDW SCALE 3" = 1'-0" 1 TYPICAL JAMB SECTION: 1 7/8" ±1/2" 3 3/4" 1/2" 1 1/4" 1/2" 2 7/8" 5 1/4" ±5/8" 3/4" 1 1/2" ±4 1/4" VARIES 1/4" 1/2" 1 7/8" 1 7/8" 1 7/8" 2" 2" 1/2" 1 3/4" 1 3/4" VIF 1 1/2" 1 1/2" 1/8" 3/8" 1 7/8" 1" 1" 2 3/8" 2 1/4" WOOD HEADER BEHIND BRICK FACE WYTHE 1 5/8" 1/2" 5/8" 1 7/8" 7/8" 2 1/4" STONE SILL (PAINTED) 1 1/2" MASONRY THICKNESS VARIES BY LOCATION: VERIFY IN FIELD 01.16.24 BIDDING RELEASE HISTORIC WASHINGTON COUNTY COURTHOUSE WINDOW RESTORATION PROJECT 132 W. HAYNES STREET SANDERSVILLE, GEORGIA 31082 1328 PRINCE AVENUE SECOND FLOOR ATHENS, GA 30606 T: [PHONE REDACTED] PROJECT: TITLE: A-201 DATE: ISSUE: EXISTING WINDOW DETAILS JOSEPH P. SMITH III A R C H I T E C T D E R E T S I G E R R O E G F O E T A T S G I A N O . R A 0 1 1 6 9 9 E T A C I F I T R E C 01.16.24 1938 ANNEX WDW SCALE 3" = 1'-0" 2 TYPICAL VERTICAL SECTION: MASONRY THICKNESS VARIES BY LOCATION: VERIFY IN FIELD ±4 1/4" 2" 1/4" 1/2" 7/8" 1/2" 1 7/8" 1 7/8" 1 7/8" 1 3/4" 1 5/8" 1/2" 1 3/4" 1 3/4" MASONRY OPG WIDTH: REFER TO WDW TYPES ON SHEET A-200 VIF 5/8" 7 3/4" 1/8" 3/8" JAMB TRIM DEPTH VARIES BY WALL THICKNESS 2" 2" 4" 3 1/8" 3" 1 1/2" ±3/4" 3" 1/2" 1 1/4" 1/2" 2" 5 7/8" 3/4" 1 1/2" ±4 1/4" VARIES 1/4" 1/2" 1 7/8" 1 7/8" 1 7/8" 2" 2" 1/2" 1 3/4" 1 3/4" VIF 1 1/2" 3/8" 1 7/8" 2 3/8" 2 1/4" WOOD HEADER BEHIND BRICK FACE WYTHE 1 5/8" 1/2" 1 7/8" 7/8" 2 1/4" STONE SILL (PAINTED) 1 1/2" 1/2" 2" MASONRY THICKNESS VARIES BY LOCATION: VERIFY IN FIELD 5/8" 7 3/4" 1/8" 4" 3 1/8" ±1'-3 3/4" VARIES BY WALL THICKNESS 3 5/8" 1 1/8" 1 1/8" 3/8" 2 3/8" 1 3/8" 1" 1899 COURTHOUSE WDW SCALE 3" = 1'-0" 3 TYPICAL JAMB SECTION: 1899 COURTHOUSE WDW SCALE 3" = 1'-0" 4 TYPICAL VERTICAL SECTION: 2 3/8" ±1'-10 1/8" VARIES BY WALL THICKNESS 3 7/8" 1 7/8" STEEL FIRE SHUTTER AT EXTERIOR 1 1/2" 5" 2 5/8" 1" 1/2" 1" SLOPED PLASTER STOOL AT INTERIOR, TYP. SASH STOPS SCREWED OR RIVETED TO FRAME, TYP. GLAZING STOPS SCREWED OR RIVETED TO FRAME, TYP. 1 1/2" 1/2" 1 1/2" 6" 1/2" 2 1/4" 1/2" 2 3/8" 2 7/8" 2 7/8" 2 3/8" INTERIOR ROLLING FIRE SHUTTER BENT STEEL SILL STEEL PLATE LINTEL 1899 STEEL WDW UNIT SCALE 3" = 1'-0" 5 TYPICAL JAMB SECTION: 1899 STEEL WDW UNIT SCALE 3" = 1'-0" 6 TYPICAL VERTICAL SECTION: MASONRY THICKNESS VARIES 2 1/4" 1/2" 5/8" 2 3/8" 2 3/8" ±3'-2 1/4" VIF WDW ROUGH OP'G 1/4" STL FLANGE ±5"VIF STL FLANGE 1/2" 5/8" 5/8" 1 3/4" 1 3/4" 5/8" 1 3/8" ±1'-9 7/8" VIF STEEL FIRE SHUTTER AT EXTERIOR 1328 PRINCE AVENUE, SECOND FLOOR ATHENS, GA 30606 T: [PHONE REDACTED] P R O J E C T : T I T L E : I S S U E : D A T E : A-201 01.16.24 BIDDING RELEASE HISTORIC WASHINGTON COUNTY COURTHOUSE WINDOW RESTORATION PROJECT 132 W. HAYNES STREET, SANDERSVILLE, GA 31082 EXISTING WINDOW DETAILS JOSEPH P. SMITH III A R C H I T E C T D E R E T S I G E R R O E G F O E T A T S G I A N O . R A 0 1 1 6 9 9 E T A C I F I T R E C 01.16.24 ---PAGE BREAK--- 100 A 101 A 102 A 103 A 104 A 105 A 106 A 107 E 108 E 109 E 110 E 111 K 112 K 113 L 114 K 115 K 116 K 117 K 118 K 119 K 120 K 1328 PRINCE AVENUE, SECOND FLOOR ATHENS, GA 30606 T: [PHONE REDACTED] P R O J E C T : T I T L E : I S S U E : D A T E : A-300 01.16.24 BIDDING RELEASE HISTORIC WASHINGTON COUNTY COURTHOUSE WINDOW RESTORATION PROJECT 132 W. HAYNES STREET, SANDERSVILLE, GA 31082 WINDOW ELEVATIONS JOSEPH P. SMITH III A R C H I T E C T D E R E T S I G E R R O E G F O E T A T S G I A N O . R A 0 1 1 6 9 9 E T A C I F I T R E C 01.16.24 ---PAGE BREAK--- 121 K 122 K 123 E 124 E 125 E 126 E 127 E 200 B 201 B 202 B 203 B 204 B 205 B 206 B 207 B 208 B 209 B 210 C 211 C 212 C 213 C 1328 PRINCE AVENUE, SECOND FLOOR ATHENS, GA 30606 T: [PHONE REDACTED] P R O J E C T : T I T L E : I S S U E : D A T E : A-301 01.16.24 BIDDING RELEASE HISTORIC WASHINGTON COUNTY COURTHOUSE WINDOW RESTORATION PROJECT 132 W. HAYNES STREET, SANDERSVILLE, GA 31082 WINDOW ELEVATIONS JOSEPH P. SMITH III A R C H I T E C T D E R E T S I G E R R O E G F O E T A T S G I A N O . R A 0 1 1 6 9 9 E T A C I F I T R E C 01.16.24 ---PAGE BREAK--- 214 F 215 F 216 F 217 F 218 M 219 M 220 M 221 M 222 M 223 M 224 M 225 M 226 M 227 B 228 B 229 B 230 B 231 B 232 B 233 B 234 F 1328 PRINCE AVENUE, SECOND FLOOR ATHENS, GA 30606 T: [PHONE REDACTED] P R O J E C T : T I T L E : I S S U E : D A T E : A-302 01.16.24 BIDDING RELEASE HISTORIC WASHINGTON COUNTY COURTHOUSE WINDOW RESTORATION PROJECT 132 W. HAYNES STREET, SANDERSVILLE, GA 31082 WINDOW ELEVATIONS JOSEPH P. SMITH III A R C H I T E C T D E R E T S I G E R R O E G F O E T A T S G I A N O . R A 0 1 1 6 9 9 E T A C I F I T R E C 01.16.24 ---PAGE BREAK--- 300 D 301 D 302 D 303 D 304 G 305 G 306 G 307 G 308 G 309 D 310 D 311 G 400 H 401 H 402 H 403 H 404 I 405 I 406 J 407 J 408 J 409 J 410 J 411 J 1328 PRINCE AVENUE, SECOND FLOOR ATHENS, GA 30606 T: [PHONE REDACTED] P R O J E C T : T I T L E : I S S U E : D A T E : A-303 01.16.24 BIDDING RELEASE HISTORIC WASHINGTON COUNTY COURTHOUSE WINDOW RESTORATION PROJECT 132 W. HAYNES STREET, SANDERSVILLE, GA 31082 WINDOW ELEVATIONS JOSEPH P. SMITH III A R C H I T E C T D E R E T S I G E R R O E G F O E T A T S G I A N O . R A 0 1 1 6 9 9 E T A C I F I T R E C 01.16.24