HomeMy WebLinkAbout0977.95.4GENERAL DEMOLITION NOTES:
I. PRIOR TO STARTING DEMOLITION THE CONTRACTOR SHALL IDENTIFY ALL ITEMS
TO BE DEMOLISHED. ALL ITEMS DESIGNATED TO BE DEMOLISHED SHALL BE
REMOVED FROM THE SITE.
2, ALL DIMENSIONS AND EXISTING CONDITIONS ARE TO BE VERIFIED BY THE
CONTRACTOR REPORT TO THE ARCHITECT WHERE DISCREPANCIES OCCUR
3. CONTRACTOR SHALL 15E RESPONSIBLE FOR TAKING ALL STEPS NECESSARY TO
PROTECT THE PUBLIC AND ADJACENT PROPERTY FROM INJURY AND /OR DAMAGE
DUE TO OEMOLITION/CONSTR ICTION.
4. ANY DAMAGE TO THE ADJACENT PROPERTY SHALL BE REPAIRED OR RESTORED
TO ITS ORIGINAL CONDITION AS SOON AS POSSIBLE BY DEMOLITION CONTRACTOR
THE OWNER SHALL NOT BE RESPONSIBLE FOR ANY DAMAGES OR EXPENSES.
5. ANY PHYSICAL ELEMENTS WITHIN THE BUILDING WHETHER INDICATED ON THE
DEMOLITION PLAN TO BE REMOVED OR NOT, WHICH INTERFERES WITH THE
PROPER REMODELING OF THE FACILITY, SHALL BE PROPERLY REMOVED BY THE
CONTRACTOR
6. FLOORING' DENOTES ALL FLOORING MATERIALS, INCLUDING COVING MATERIALS,
BACKING, ADHESIVES, BASES, ETC. DOWN TO, BUT EXCLUSIVE OF, STRUCTURAL
MATERIALS UNLESS OTHERWISE NOTED.
1. 'CEILING' DENOTES ALL CEILING MATERIALS INCLUDING SUSPENSION SYSTEM,
ADHESIVE RESIDUES, MOLDING, ETC. UP TO, BUT EXCLUSIVE OF, STRUCTURAL
MATERIAL.
8. AFTER DEMOLITION OF ANY MATERIAL, THE RESULTINCs EXPOSED SURFACE SHALL
15E MADE SMOOTH AND FLUSH WITH EXISTING CONDITIONS.
9. ALL MECHANICAL AND ELECTRICAL ITEMS THAT ARE CAPPED AND ABANDONED
SHALL BE LOCATED BEHIND FINAL FINISH SYSTEMS.
10, ALL DIMENSIONS SHOWN ARE FOR FINISHED CONDITIONS, COORDINATE
DEMOLITION WORK ACCORDINrsLY.
11. WHERE EXISTING DOORS, FRAMES, WALLS AND PARTITIONS ETC, ARE CALLED
FOR TO BE REMOVED, PATCH THE EXISTING FLOOR, WALLS AND CEILING AS
REQUIRED TO MATCH SURROUNDING SURFACES.
12. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY LOAD BEARING CONDITIONS
FOUND DURING DEMOLITION THAT CONFLICT WITH NEW CONSTRUCTION. IN GENERAL,
SHORE EXISTING LOAD BEARING CONDITIONS AS REQUIRED FOR NEW CONSTRUCTION
13, REMOVE ALL PIPING AND OTHER MECHANICAL, PLUMBING, AND ELECTRICAL FIXTURES
AND OUTLETS THAT INTERFERE WITH NEW CONSTRUCTION. THESE ITEMS SHALL BE RE- ROUTED
BY THE CONTRACTOR-
14. REMOVE ALL DEBRIS FROM BUILDING AND GENERALLY CLEAN UP AFTER DEMOLITION.
15. REMOVE AND REPLACE ALL TERMITE DAMAGED FLOOR JOISTS, SUBSTRATE OR CASEWORK
COMPLETE.
16. BURNING OF DEBRIS ON THE PROJECT SITE WILL NOT BE ALLOWED.
11. PRIOR TO STARTING DEMOLITION, THE OWNER SHALL IDENTIFY ALL ITEMS TO BE
TURNED OVER TO THE OWNER IN GOOD CONDITION. THESE ITEMS WILL BE STORED
IN AN AREA DESIGNATED BY THE OWNER FOR POSSIBLE REUSE.
18, CONTRACTOR SHALL PROVIDE ALL NECESSARY SHORING AND 5RACING REQUIRED
FOR SAFE DEMOLITION OF DESIGNATED AREAS. ALL ITEMS NOT WANTED BY THE OWNER
SHALL BE REMOVED FROM THE PREMISES.
19. ALL EXISTING BASE AND WALL TRIMS AND MOLDIW36 SHALL BE REMOVED COMPLETE
IN AREAS WHERE WORK IS TO BE PERFORMED.
GENERAL GONSTRUGTION NOTES:
I. THE PURP05E OF THE PROJECT DOCUMENTS 15 TO INSTRUCT THE CONTRACTOR
AS TO THE INTENT OF THE WORK REQUIRED UNDER THIS CONTRACT.
2. ALL WORK 15 TO BE DONE IN ACCORDANCE WITH LOCAL, STATE AND UNIFORM
BUILDING CODES IN EFFECT DURING THE TIME OF CONSTRUCTION.
3. CONTRACTOR OR REPRESENTATIVE SHALL OBTAIN AND PAY FOR ALL PERMITS
REQUIRED BY THE WORK.
4. ALL INSTALLATIONS SHALL BE DONE IN AGGORDANGE WITH STANDARD
CONSTRUCTION PRACTICE AND ACCORDING TO MANUFACTURER'S
INSTRUCTIONS AND CERTIFICATIONS. PROOF OF GOMPLIANGE SHALL BE
SUBMITTED TO THE ARCHITECT / OWNER.
5. ALL EXISTING AREAS DISTURBED BY TH15 CONSTRUCTION SHALL BE LEFT IN GOOD
CONDITION AND ALL EXP05ED SURFACES SHALL BE COMPLETED IN A FINISHED
CONDITION.
6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AND SHALL
BE RE5POk5IBLE FOR SAME.
i. ANY DISCREPANCIES OR QUESTIONS CONCERNING THESE DOCUMENTS AND SITE
CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE
BIDDING PERIOD 15 COMPLETED. SUBMITTED BIDS WITHOUT SUCH COMMUNICATIONS
WILL BE INDICATION THAT THE CONTRACTOR UNDERSTANDS THE "INTENT" OF THE
PROJECT DOCUMENTS AND SHALL CONSTRUCT PROJECT ACCORDING TO SAME.
8. ALL 51-MBOL5, 0E5I6NATION5, AND ABBREVIATIONS ARE INDUSTRY STANDARDS.
ANY QUESTIONS RELATIVE TO SUCH SHOULD BE ADDRESSED IMMEDIATELY TO
THE ARCHITECT.
g. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING MANUFACTURER'S
MINIMUM AND MAXIMUM DIMENSIONAL TOLERANCE REQUIREMENTS TO ENSURE
PROPER INCORPORATION INTO ALLOCATED SPACE.
10. THE GONTRAGTOR SHALL BE RESPONSIBLE FOR TAKING ALL STEPS NECESSARY TO
PROTECT THE PUBLIC AND ADJACENT PROPERTY FROM INJURY AND /OR DAMAGE DUE
TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR HEALTH AND WELFARE
OF HIS EMPLOYEES AND WILL CONFORM TO ALL OSHA REGULATIONS AND STANDARDS.
11. APPLICATION OF FINISH GOAT TO SURFACE, I.E. PAINT, WALLPAPER, CARPET, TILE, ETG.
INDICATES SUBCONTRACTOR HAS ACCEPTED SUBSTRATE AS BEING SATISFACTORY.
12. THIS BUILDING 15 TO BE FREE OF ANY AND ALL CONTAMINANTS CONSIDERED
DANGEROUS TO THE HEALTH OR ITS OCCUPANTS. THIS INCLUDES ALL ASBESTOS
AND /OR ASBESTOS CONTAINING MATERIALS.
13. PROVIDE BLOCKING SUPPORT AT ALL AREAS BEHIND ITEMS MOUNTED TO THE
FACE OF GYPSUM BOARD WALLS.
14. FOR SPECIFIC FINISHES SEE DETAILS, FINISH 50- HEDULE, OR COORDINATE WITH OWNER .
15. INSTALL SOUND ATTENUATION / THERMAL BATT INSULATION WHERE INDICATED.
16. ALL DIMENSIONS FOR NEW CONSTRUCTION ARE STUD -TO -STUD UNLE55 OTHERWISE
INDICATED.
I-7. COORDINATE WORK OF THI5 TRADE WITH ALL OTHER TRADES.
18. PARTITION WALLS TO EXTEND ABOVE FINISH CEILING ELEVATION AND BRACED TO
5TRUGTURE ABOVE.
Ig. PROVIDE BACKER R005 AND CAULK JOINTS BETWEEN DIFFERENT MATERIALS (E.G.
PLASTER AND MASONRY).
20. PROVIDE MISCELLANEOUS METAL SUPPORTS FOR ALL CEILING ITEMS.
GENERAL FOUNDATION NOTES:
I. PROOF ROLL EXISTING FILL AREAS WHERE SLAB ON GRADE IS PROVIDED.
ANY L005E OR SOFT AREAS SHOULD BE REMOVED AND REPLACED WITH
COMPACTED ENGINEERED FILL.
2. THE ALLOWABLE 501L BEARING PRE55URE MUST BE VERIFIED BY AN
ADEQUATE NUMBER OF APPROPRIATE FIELD DENSITY TEST.
3. COLUMN / FOOTINGS TO BEAR ON ALLOWABLE 501L PRESSURE = 2000 P5F
AND 1600 P5F RESPECTIVELY. WHERE THI5 CAPACITY CANNOT BE
ACHIEVED, THE SOIL SHOULD BE REMOVED TO A DEPTH APPROVED BY
A SOILS ENGINEER AND REPLACED WITH ENGINEERED FILL WITH AN
ALLOWABLE 501L PRESSURE MATCHING THE DESIGN PRE55URE LISTED
ABOVE.
4. IT 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND EACH
SUB - CONTRACTOR TO VERIFY THE LOCATION OF ALL UTILITIES AND
SERVICES SHOWN, OR NOT 5HOWN; AND E5TABLI5H SAFE NORKING
CONDITIONS BEFORE COMMENCING WORK.
5. FOUNDATION WALL TO BE HELD DOWN 8" AT EXTERIOR ENTRANCES.
6. GONTRACTOR SHALL LAYOUT ENTIRE BUILDING AND FIELD VERIFY ALL
DIMENSIONS PRIOR TO EXCAVATION.
-7. LAYOUT ALL MASONRY WALLS FROM DIMENSIONS ON THE ARCHITECTURAL
PLANS.
8. CONTRACTOR NOTE THAT SOME SOFT SOILS MAY BE ENCOUNTERED AT ISOLATED
AREAS. WHEREVER L005E OR UNSUITABLE SOILS ARE ENCOUNTERED
DURING THE EXCAVATION OF FOOTINGS, THESE AREAS SHOULD BE UNDERCUT
TO AN ELEVATION OF ADEQUATE BEARING MATERIALS. THE ELEVATION OF THE
ENGINEERED FILL BUILDING PAD SHOULD BE BUILT 0' -10" BELOW FINISHED
FLOOR SLAB AND FORMED BEFORE FOOTING EXCAVATION BEGINS. ALL
FILL SHALL BE FORMED FROM MATERIAL FREE OF VEGETABLE MATTER,
RUBBISH, LARGE ROCK, AND OTHER DELETERIOUS MATERIAL. PRIOR TO
PLACEMENT OF FILL, A SAMPLE OF THE PROPOSED FILL MATERIAL SHOULD
BE SUBMITTED TO A SOILS ENGINEER FOR HIS APPROVAL. THE FILL
MATERIAL SHOULD BE PLACED IN LAYERS NOT TO EXCEED EIGHT (8) INCHES
IN L005E THICKNE-55 AND SHOULD BE SPRINKLED WITH WATER AS REQUIRED
TO SECURE SPECIFIED COMPACTIONS. EACH LAYER SHOULD BE UNIFORMLY
COMPACTED BY MEANS OF SUITABLE EQUIPMENT OF THE TYPE REQUIRED
BY THE MATERIALS GOMP051N6 THE FILL. UNDER NO CIRCUMSTANCES
SHOULD A BULLDOZER OR SIMILAR TRACKED VEHICLES BE USED AS
GOMPAGTING EQUIPMENT. MATERIALS CONTAINING AN EXCESS OF WATER
SO THE SPECIFIED COMPACTION LIMITS CANNOT BE ATTAINED SHOULD BE
SPREAD AND DRIED TO A MOISTURE CONTENT WHICH WILL PERMIT PROPER
COMPACTION. ALL FILL SHOULD 13E COMPACTED TO THE SPECIFIED PERCENT
OF THE MAXIMUM DENSITY OBTAINED IN ACCORDANCE WITH A5TM DENSITY
TEST 0-155-7 (415 PERCENT OF MAXIMUM DRY DENSITY BELOW THE BASE OF
FOOTING AND BENEATH FLOOR 5LABJ SHOULD THE RESULTS OF THE IN -PLACE
DENSITY TESTS INDICATE THAT THE SPECIFIED COMPACTION LIMITS ARE NOT
OBTAINED. THE AREAS REPRESENTED BY SUCH TESTS SHOULD BE REWORKED
AND RETESTED AS REQUIRED UNTIL THE SPECIFIED LIMITS ARE REACHED.
g. NEW FOOTING 5HALL STEP BELOW EXISTING PLUMBIN6 -5EWER LINES AND OTHER
UTILITIES AS REQUIRED.
10. CONTRACTOR SHALL COORDINATE BRICK LEDGE AROUND THE BUILDING WITH
GROUND ELEVATION INDICATED ON THE 51TE PLAN.
GENERAL FINISHES:
ALL INTERIOR FINISHES SHALL BE IN ACCORDANCE WITH CHAP, 42 UBC CURRENT EDITION.
WINDOWS:
WINDOWS: MANUFACTURER, TYPE AND STYLE AS SELECTED OR APPROVED BY THE OWNER
GLAZING: SAFETY I' INSULATED GLASS, HERMATICALLY SEALED.
PROVIDE SILL FLASHING AT ALL WINDOW OPENINGS IN EXTERIOR WALLS.
DISSIMILAR METALS: WHERE DISSIMILAR METAL. PARTS ARE FASTENED TOGETHER THEY
SHOULD BE KEPT FROM DIRECT CONTACT WITH A HEAVY COAT OF ASPHALT PAINT.
5/8' TYPE 'X' GYPSUM WALL BOARD: THIS SHALL COMPLY WITH ASTM C36.
INSULATION SHALL COMPLY WITH THE FOLLOWING:
THERMAL GATT INSULATION SHALL BE NON- ASBESTOS 31/2' THICK
WITH R =15 (WALLS) AND R =38 (ROOF) CONFORMING TO ASTM C665 TYPE II.
2' RIGID PERIMETER INSULATION.
WALL BASE:
THIS SHALL BE AS APPROVED BY THE OWNER
FLOOR FINISHES SHALL BE:
RESILIENT FLOORING: SHALL COMPLY WITH ASTM E 84t FLAME SPREAD ■ 0 -15
SMOKE DEVELOPMENT ■ 0.450 OR LESSt F.S. 66-T -312 TYPE IVt 12X12X1/8' THICK AS
MANUFBY ARMSTRONG, AZROCK OR AS APPROVED BY THE OWNER
GARPETING SHALL COMPLY WITH THE FOLLOWING STANDARDS:
I. FLAME/5MOKE R - 515TANCE STANDARDS: PROVIDE MATERIALS
COMPLYING WITH RATINGS AS INDICATED FOR THE FOLLOWING TEST
STANDARDS:
A. TUNNEL TEST: TEST FOR SURFACE BURNING CHARACTERISTICS,
WITH RATINGS FOR FLAME SPREAD, FUEL CONTRIBUTION, AND /OR
SMOKE DEN51 TY: A5TM E 84, UL X23, OR NFPA NO. 255.
B. FLAME SPREAD: SHALL NOT EXCEED 225.
G. FLOOR RADIANT PANEL TEST: TEST FOR BURNING UNDER VARYING
RADIANT ENERGY LEVELS, A51-M E 648, WITH MINIMUM AVERAGE
RADIANT FLUX RATINGS NOT LE55 THAN THE FOLLOWING:
A. FRPT RATING: 0.22 WATT5/50. CM.
B. SMOKE DENSITY TE5T: TEST IN RADIANT HEAT CHAMBER,
WITH AND WITHOUT FLAME, FOR DENSITY OF SMOKE
GENERATED; A5TM E 662, OR NFPA NO. 258, AL50 KNOWN AS
N55 SMOKE DEN51 TY CHAMBER TEST.
G. SMOKE DEVELOPED: 450 OR LESS.
2. SOUND ABSORPTION STANDARD: PROVIDE A NOISE REDUCTION
COEFFICIENT (NRC) RATING FOR THE INSTALLED CARPET AND CUSHION
(IF ANY); PROVIDE MATERIALS COMPLYING WITH RATINGS AS INDICATED,
WHIGH HAVE BEEN TESTED IN ACCORDANCE WITH A5TM G 423.
3. FADE R - 515TANCE: PROVIDE A FADE RESISTANCE FACTOR FOR CARPET
OR CARPET MATERIALS. PROVIDE MATERIALS WHICH HAVE BEEN TESTED
BY AATGG TEST METHOD 16E, FOR A MAXIMUM GREY SCALE FACTOR OF
FOUR (4) WHEN TESTED FOR A PERIOD OF 40 HOURS EXCEPT AS
OTHERWISE INDICATED.
4. DENSITY FACTOR (PILE -TYPE CARPET): EXCEPT AS OTHERWISE SPECIFIED
WHERE A DENSITY FACTOR 15 INDICATED, DETERMINE FACTOR BY FHA
METHOD TO INDICATE MEASURED PILE WEIGHT IN OZ. PER 50. YD.,
MULTIPLIED BY 36, AND DIVIDED BY MEASURED PILE THICKNESS
(HEIGHT); A5TM D 418 FOR MEASUREMENTS.
5. STATIC RESISTANCE: PROVIDE YARN OR YARN BLEND AS INDICATED IN
CARPET CONSTRUCTION, AND INCLUDE PROVISIONS TO COMPLY WITH
STATIC RE515TANCE RATING5 AS INDICATED, EITHER BY SELECTION OF
YARNS KNOWN TO BE EFFECTIVE OR BY INCLU510N OF SMALL
PERCENTAGES OF SPECIAL ANTI - STATIC YARN KNOWN TO BE EFFECTIVE
IN ACHIEVING INDICATED STATIC RESISTANCE. WHERE RATING IS NOT
OTHERWISE INDICATED, PROVIDE 35 KV RESIST. FOR 20% R.H. AT -70F
(210), AATGG 134.
GENERAL STRUGTURAL NOTES:
GENERAL NOTES:
I. INSTALL HURRIGANE STRAPPING X- BRAGING AT ALL PARTYWALL
INTER5EGTIONS WITH EXTERIOR WALL AND AT EXTERIOR CORNERS.
2. COORDINATE ALL FRAMING WITH MECHANICAL, PLUMBING AND ELECTRICAL
CONTRACTORS.
3. CONFORM WITH THE REQUIREMENTS OF UBG TABLE 25 A -1 AND OTHER
SECTIONS.
LINTEL AND HEADER SCHEDULE:
WHERE INTERIOR AND EXTERIOR LINTEL ARE NOT SHOWN ON THE DRAWINGS,
THE FOLLOWING SHALL GOVERN FOR OPENIN65 AND RECESSES IN NON -LOAD
BEARING WALLS.
I. 4" VENEER
L 3 1/2" X 3 1/2" X 1/4" FOR EACH 4" WALL THIGKNE55 FOR OPENINGS
1' -0" TO 4' -0" WITH 4" MINIMUM BEARING.
L 6" X 3 1/2" X 3/8" FOR EACH 4" WALL THICKNESS FOR OPENINGS
4' -0" TO -1' -0" WITH I" BEARING FOR EACH FOOT OF SPAN (4" MIN.)
L 8" X 4" X 1/2" FOR EACH 4" WALL THICKNE55 FOR OPENINGS 1' -0"
TO 10' -0" WITH I" BEARING FOR EACH FOOT OF SPAN (8" MIN)
DESIGN DATA:
STRUCTURAL STEEL:
MI5G. STEEL:
CONNECTION BOLTS:
ANCHOR BOLTS:
CONCRETE:
FOOTING 8 FOUNDATIONS:
SLABS ON GROUND:
EXTERIOR CONCRETE:
CONCRETE REINFORCING:
A5TM A36
A5TM A36
ASTM A325 3/4" DIA.
A5TM A30-7
3000P51
4000P51
4000 PSI AIR ENTRAINED
A5TM Ab 15 GRADE 60
2. LUMBER FOR HEADERS SHALL BE SOUTHERN YELLOW PINE WITH 15% MAX. M.G.
GRADE #2: Fb= 1300 -1500 P51; E= 1000,000 PSI
3. HEADERS FOR LOAD BEARING WALLS:
H -2 2 -2X8
H -3 2 -2XIO
H -4 2 -2X10 WITH 1/2" CONT. PLYWOOD FILLER GLUED AND NAILED
H -5 2 -2X12 WITH 1/2" GONT. PLYWOOD FILLER GLUED AND NAILED
4. HEADERS FOR NON -LOAD BEARING WALLS:
0'-0" TO 3' -0" 2X2X4
3' -0" TO 6' -0" 2 -2X8
6-0" AND OVER 2 -2X12
GENERAL FINISHES:
ROOFING MATERIAL SHALL COMPLY WITH THE FOLLOWING:
FIBERGLASS ROOFING:
A: SHINGLES SHALL BE CLASS A, TYPE I, PER ASTM 03018 -82, TYPE 1, 03161 -81, TYPE It
D3462 -83t AND E108 -83. U.L. LABELED ASPHALT COATED GRANULES W/ 2351-5 WEIGHT
PER FOOT (APPROX.) W/ CEMENTED /SEALED TABS FOR WIND RESISTANCE RATING,
4 1/2' EXPOSED 4 2' HEADLAP. COLOR TO MATCH EXISTING. ACCEPT. MANUF. ARE
OWENS - CORNING AND MANVILLE CORP. OR AS APPROVED BY THE OWNER
B: UNDERLAYMENT SHALL CONSIST OF ONE PLY OF 15 LB. ASPLHALT SATURATED FELT.
C: EAVE FLASHING SHALL 5E A COURSE OF 90 LB MINERAL SURFACE ROLL ROOFING OR
A COURSE OF SMOOTH ROLL ROOFINCs NOT LESS THAN 65 LW. PER SQUARE.
D, STARTER COURSE SHALL BE A COURSE OF MINERAL - SATURATED ROLL ROOFING
12' WIDE, OR A ROW OF INVERTED SHINGLES W/ TABS CUT OFF, COLOR TO MATCH SHINGLES.
E: FLASHIWSS, DRIP EDGE, ETC., SHALL BE 20 GA ALUMINUM.
F: ICE PROTECTION UNDERLAYMENT SHALL BE 'ICE 4 WATER SHIELD' AS MANUF. BY LUR-GRACE
CO., SELF ADHESIVE, 40 MILS(MIN) X 36' WIDE WATERPROOF MEMBRANE, PER A51M 0412
(DIE C) MODIFIED TEST METHOD.
SEALANTS AND CAULKING SHALL COMPLY WITH THE FOLLOWING:
A. GENERAL: CAULK ALL MASONRY EXPANSION JOINTS AND CONTROL
JOINTS IN WALLS. EXTERIOR AND INTERIOR JOINTS AROUND
SLEEVES, PIPES, VENTS, AND OTHER ITEMS PASSING THROUGH
EXTERIOR WALLS. EXTERIOR AND INTERIOR JOINTS BETWEEN
VENTS, WINDOWS, DOOR / WINDOW FRAMES IN EXTERIOR / INTERIOR
WALLS AND ALL ABUTTING MATERIALS, DOOR THRESHOLDS AS
REQUIRED, AND ALL OTHER JOINTS WHERE CALLED FOR OR
OBVIOUSLY NEEDING CAULKING.
B. EXTERIOR SEALANT:
I. DOOR AND WINDOW FRAME PERIMETERS: I -PART
POLYURETHANE.
2. ALL JOINTS AND OPENINGS WITH DISSIMILAR MATERIALS. 2-
PART POLYURETHANE_
3. VERTICAL MASONRY CONTROL JOINTS: 2 -PART
POLYURETHANE
4. HORIZONTAL EXPANSION JOINTS: 2 -PART POLYURETHANE,
SELF - LEVELING.
5. CONCRETE JOINTS: SELF- LEVELING, 2 -PART POLYURETHANE
C. INTERIOR NON - PAINTED CAULKS:
I. DOOR AND WINDOW FRAMES PERIMETERS IN EXTERIOR
WALLS: 1 -PART POLYURETHANE.
2. ALL JOINTS AND OPENINGS WITH DISSIMILAR MATERIALS: 2-
PART POLYURETHANE.
3. HORIZONTAL EXPANSION JOINTS: 2 -PART POLYURETHANE,
SELF- LEVELING.
4, TOILET FIXTURE SEALANT: ONE -PART SILICONE SEALANT,
FLW_sUS AND MILDEW RESISTANT.
D. INTERIOR PAINTED CAULKS:
1. DOOR FRAME PERIMETERS: ACRYLIC- LATEX.
2. ALL JOINTS AND OPENINGS WITH DISSIMILAR MATERIALS: ?-
PART POLYURETHANE.
3. VERTICAL MASONRY CONTROL JOINTS: 2 -PART
POLYURETHANE.
WOOD FRAMING, BLOCKING, FURRING PLATES ETC.
SHALL BE STANDARD DIMENSION LUMBER (645)
DOUGLAS FIR OR SOUTHERN PINE MGKD (MEDIUM
GRADE KILN DRIED) W/ 19x MAX. MOISTURE CONTENT.
WOOD IN CONTACT WITH EXTERIOR MASONRY, CONC.
OR ROOF CONSTRUCTION SHALL BE PRESERVATIVE
TREATED, KILN DRIED W/ It% MAX. MOISTURE CONTENT.
GENERAL ROOF FRAMING NOTES:
I. DESIGN LOADS SHALL BE A5 FOLLOWS:
RAFTERS LIVE LOAD 25 P5F
DEAD LOAD- 15 P5F
TOTAL LOAD 40 P5F + DRIFT LOAD
2. LUMBER FOR RAFTERS SHALL BE GRADE STAMPED SOUTHERN YELLOW PINE,
Ig515 MAXIMUM M015TURE CONTENT AS FOLLOWS OR EQUAL:
3. CONNECTIONS SHALL BE DESIGNED TO SAFELY RESIST ALL FORGES. APPLY
METAL PLATE CONNECTORS TO BOTH SIDES OF RAFTERS.
4. FURNISH AND INSTALL CONTINUOUS LATERAL BRACING, PERMANENT BRACING
AND DIAGONAL BRACING AS REQUIRED.
5. ALL MULTIPLE WIDTH HEADERS ARE TO BE BUILT WITH FULL DEPTH 1/2"
PLYWOOD SPACERS.
6. PROVIDE HOLD DOWN CLIPS AT ALL RAFTER / WALL / BEAM CONNECTIONS.
1. PROVIDE FRAMING IN WOOD TRUSSES FOR DRAFT STOP IF REQUIRED. REFER
TO ROOF FRAMING PLAN FOR LOCATIONS.
8. WHERE HEADERS ARE NOT SHOWN, PROVIDE ALL MATERIALS AS REQUIRED
FOR PROPER CONSTRUCTION.
g. CONTRACTOR SHALL ENSURE THAT ADEQUATE VENTING 15 PROVIDED IN
ACCORDANCE WITH SECTION 3205 AND DRAFT STOPS IN ACCORDANCE
WITH SECTION 2516 (f) OF UNIFORM BUILDING CODES CURRENT EDITION.
GENERAL FINISHES:
PAINT SCHEDULE
A. GENERAL: PROVIDE THE FOLLOWIWs PAINT SYSTEM FOR THE VARIOUS
SURFACES INDICATED. MATERIALS OF MA.B. ARE LISTED FOR PAINT
SYSTEMS, EQUIVALENT MATERIALS OF ACCEPTABLE MANUR ARE
ACCEPTABLE.
B. EXTERIOR SURFACES:
1. CONCRETE, MASONRY, AND PLASTER
A. LUSTERLESS FINISH: TWO COATS.
1) FIRST COAT: MO -FILL
2) SECOND COAT: MODAC F
2. METAL (FERROUS
A. SEMI -GLOSS ALKYD ENAMEL: 2 FINISH COATS OVER PRIMER
1) PRIME COAT: (PRIMER NOT REQUIRED ON ITEMS
DELIVERED SHOP PRIMED)
A) MAB.: RUST- O- LASTIC CHEK -RUST RED PRIMER
2) FIRST AND SECOND FINISH COATS: SEMI -GLOSS ALKYD
ENAMEL (FS -TT -E -529 CLASS A)
A) MAB.: RUST -O- LASTIC GLOSS ENAMEL
3. METAL (ZINC COATED
A. SEMI -GLOSS ALKYD ENAMEL: 2 FINISH COATS OVER PRIMER
1) PRIME COAT: PRIMER NOT REQUIRED ON ITEMS
DELIVERED SHOP PRIMED,
A) M.A.5.: RUST -O- LASTIC ZINC DUST PRIMER
2) FIRST AND SECOND FINISH COATS: SEMI -GLOSS ALKYD.
(ENAMEL (FS -TT -E -529 CLASS A)
A) MAB.: RUST- O- LASTIC GLOSS ENAMEL
4. ALUMINUM:
A. SEMI -GLOSS ALKYD ENAMEL: 2 FINISH COATS OVER PRIMER
1) PRIME COAT: ZINC CHROMATE PRIMER (FS -TT -P -645).
A) MAB.' RUST -O- LASTIC ZINC CHROMATE PRIMER
2) FIRST AND SECOND FINISH COATS: SEM1 -GLOSS ALKYD
ENAMEL (FS- TT- P -81C)
A) MAB.: RUST -O- LASTIC GLOSS ENAMEL
5. WOOD:
A. LATEX ENAMEL OVER PRIMER
1) PRIME COAT
A) MAB.: FOUR SEASONS ALKYD PRIMER
2) FIRST AND SECOND FINISH COATS
A) MA$.: FOUR SEASONS LATEX TRIM ENAMEL
C. INTERIOR SURFACES:
1. CONCRETE MASONRY UNITS: EPDXY PAINTED
A. GLOSS FINISH: 2 COATS OVER PRIMER, OVER BLOCK FILLER,
WITH TOTAL DRY FILM THICKNESS NOT LESS THAN 3.5 MILS
EXCLUDING FILLER AND PRIMER
1) FIRST COAT: NUMBER 2000 BLOCK COAT
2) SECOND AND THIRD COAT: ODORLESS INTERIOR ALKYD
ENAMEL (FS -TT -E -509)
A) MAB.: RICH LUX LOW - LUSTER ALKYD.
2. GYPSUM DRYWALL, EPDXY PAINT
A. SEMI -GLOSS FINISH: THREE COATS WITH TOTAL DRY
FILM THICKNESS NOT LESS THAN 2.5 MILS.
1) FIRST COAT: INTERIOR FLAT LATEX BASE PAINT.
A) MAB.: RICH LUX PRIME FAST
2) 2ND AND 3RD COAT: SEMI -GLOSS ACRYLIC EPDXY PAINT
A) MA$.= PLY -TILE 530 N
B. ODORLESS FLAT ALKYD ENAMEL FINISH: THREE COATS WITH TOTAL DRY
FILM THICKNESS NOT LESS THAN 2 MILS.
1) FIRST COAT: INTERIOR LATEX BASE PRIMER COAT (FS -TT -P -650)
A) MA$.: RICH LUX PRIME FAST
2) SECOND AND THIRD COAT: ODORLESS INTERIOR FLAT ALKYD
ENAMEL (FS -TT -E -509)
A) MA$ RICH LUX VELVET ALKYD 015100.
3. EXISTING / PATCHED PLASTER ALKYD ENAMEL FINISH:
1) FIRST COAT: RICH -LUX ALKYD PRIMER UNDERCOATER
2) SECOND AND THIRD COAT: ODORLESS INTERIOR ALKYD
ENAMEL (FS -TT -E -509)
A) MA.Bs RICH LUX LOW - LUSTER ALKYD.
4. METAL (FERROUS)
A. SEMI -GLOSS ENAMEL FINISH: TWO COATS OVER PRIMER, WITH
TOTAL DRY FILM THICKNESS NOT LESS THAN 2S MILS.
1) PRIME COAT (PRIME COAT IS NOT REQUIRED ON ITEMS
DELIVERED SHOP PRIMED).
A) MAB.: RUST- O- LASTIC CHEK -RUST RED PRIMER
2) FIRST AND SECOND FINISH COATS: ODORLESS INTERIOR
SEMI -GLOSS ENAMEL (FS -TT -E -509) RICH LUX LOW -
LUSTRE ALKYD
5. PAINTED WOODWORK AND HARDBOARD:
A. SEMI -GLOSS ENAMEL FINISH: THREE COATS
1) FIRST COAT: INTERIOR ENAMEL UNDERCOAT (FS -TT -E-
543)
A) MAB.:RICH LUX ALKYD PRIMER UNDERCOAT
2) SECOND AND THIRD COATS: ODORLESS INTERIOR SEMI-
GLOSS ENAMEL (FS -TT -E -509)
A) MA$s RICH LUX LOW - LUSTRE ALKYD
6. STAINED WOODWORK:
A. STAINED- VARNISH RUBBED FINISH: TWO FINISH COATS OVER STAIN
PLUS FILLER ON OPEN GRAIN WOOD.
1) STAIN COAT: INTERIOR OIL STAIN (FS -TT -8-111)
A) MABsRICH LUX ALKYD WOOD STAIN
2) FILLER COAT ON OPEN GRAIN WOOD: PASTE WOOD FILLER
(FS -TT -F -336). WIPE BEFORE FIRST VARNISH COAT.
A) MA$s RICH LUX PASTE WOOD FILLER
3) SECOND COAT: URETHANE (FS- TT -V -86)
A) MABsRICH LUX URETHANE GLO88
4) THIRD COAT: URETHANE (FB- TT -V -86) Oq7 9SO*
A) MAZ.:RICH LUX URETHANE SATIN
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