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TITLE
INDEX
INDEX OF DRAWINGS
SPECIFICATIONS:
SECTION 1A: SUPPLEMENTAL GENERAL CONDITIONS
SECTION 3A: CONCRETE
SECTION 4A: MASONRY -GENERAL
SECTION 4B: BRICK WORK
SECTION 4C: CONCRETE BLOCK
SECTION 5A: METALS
SECTION 6A: GENERAL CARPENTRY
SECTION 6B: ROUGH CARPENTRY
SECTION 6C: FINISH CARPENTRY
SECTION 7A: INSULATION
SECTION 7B: WATERPROOFING AND CAULKING
SECTION 7C: SHEETMETAL
SECTION 7E: COMPOSITION SHINGLE ROOF
SECTION 8A: WOOD DOORS
SECTION 8F: GLASS AND GLAZING
SECTION 9A: PAINTING
SECTION 9B: DRYWALL INTERIOR FINISH
SECTION 15A: PLUMBING
SECTION 15B: HEATING, VENTILATING & AIRCONDITIONING
SECTION 16A: ELECTRICAL
i 40 i r
SHEET A-1:
SHEET A-2:
SHEET M-1:
SHEET E-1:
SECTION IA
SUPPLEMENTAL GENERAL CONDITIONS
A. SPECIAL NOTE: THE SUPPLEMENTAL GENERAL CONDITIONS AND THE
SPECIFICATIONS BOUND HEREWITH SHALL BE SUBJECT TO ALL THE REQUIREMENTS
OF THE STANDARD FORM A201 OF THE "GENERAL CONDITIONS OF THE CONTRACT"
(LATEST EDITION) ISSUED BY THE AMERICAN INSTITUTE OF ARCHITECTS, 1735
NEW YORK AVENUE, NORTH WEST, WASHINGTON, D.C. 20006, EXCEPT THAT THESE
SUPPLEMENTAL GENERAL CONDITIONS SHALL TAKE PRECEDENCE OVER AND MODIFY
ANY PAGES OF STATEMENTS OF THE "GENERAL CONDITIONS OF THE CONGRACT,"
AND SHALL BE USED IN CONJUNCTION WITH THEM AS PART OF THE "CONTRACT
DOCUMENTS."
2. DRAWINGS AND SPECIFICATIONS: THE CONTRACTOR SHALL DO NO WORK
WITHOUT PROPER DRAWINGS OR INSTRUCTIONS. WHERE DISCREPANCIES OCCUR ON
THE DRAWINGS, OR WHERE THERE IS CONFLICT BETWEEN DRAWINGS AND
SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER, AND
SHALL NOT PROCEED WITH THAT PORTION OF THE WORK UNTIL CLARIFICATION BY
THE OWNER HAS BEEN PROVIDED. DISCREPANCIES WHICH WILL AFFECT BID
AMOUNTS SHALL BE CALLED TO THE OWNER'S ATTENTION IN TIME TO PERMIT THE
ISSUANCE OF A CLARIFICATION BY ADDENDUM TO ALL BIDDERS.
3. SANITATION: THE GENERAL CONTRACTOR SHALL PROVIDE OR ARRANGE FOR
ADEQUATE SANITARY FACILITIES FOR WORKMEN. HE SHALL POST NOTICES, TAKE
SUCH PRECAUTIONS AS MAY BE REQUIRED, AND DO ANY CLEANING NECESSARY TO
KEEP THE PREMISES IN SANITARY CONDITION.
4. MEASUREMENTS: BEFORE ORDERING ANY MATERIAL OR DOING ANY WORK, THE
CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT THE BUILDING SITE AND
SHALL BE RESPONSIBLE FOR CORRECTNESS OF SAME. NO EXTRA CHARGE OR
COMPENSATION WILL BE ALLOWED ON ACCOUNT OF DIFFERENCE BETWEEN ACTUAL
DIMENSIONS AND THE MEASUREMENTS INDICATED ON THE DRAWINGS, ANY
DIFFERENCE WHICH MAY BE FOUND, SHALL BE SUBMITTED TO THE OWNER FOR
CONSIDERATION BEFORE PROCEEDING WITH THE WORK.
5. VARIATIONS FROM MATERIALS SPECIFIED: MATERIALS OR PRODUCTS
SPECIFIED BY NAME OF MANUFACTURER, BRAND, TRADE NAME, OR CATALOG
REFERENCE SHALL BE THE BASIS OF THE BID AND FURNISHED UNDER THE
CONTRACT. WHERE TWO (2) OR MORE MATERIALS ARE NAMED, THE CHOICE OF
THESE SHALL BE OPTIONAL WITH THE CONTRACTOR. SHOULD THE CONTRACTOR
WISH TO USE ANY MATERIALS OR PRODUCTS OTHER THAN THOSE SPECIFIED, HE
SHALL, AS SOON AS PRACTICABLE, WITHIN THIRTY (30) DAYS AFTER AWARD OF
THE CONTRACT, MAKE WRITTEN REQUEST TO THE OWNER FOR HIS APPROVAL,
NAMING THE PROPOSED SUBSTITUTION AND STATING THE DIFFERENCE, IF ANY,
IN THE CONTRACT PRICE FOR SUCH SUBSTITUTIONS SHOULD THEY BE ACCEPTED
BY THE OWNER. NO SUBSTITUTIONS WILL BE CONSIDERED AFTER THIRTY DAYS
AND NO SUBSTITUTIONS SHALL BE MADE WITHOUT APPROVAL OF THE OWNER.
SHOULD A SUBSTITUTION BE ACCEPTABLE AND SHOULD THE SUBSTITUTE MATERIAL
PROVE DEFECTIVE OR OTHERWISE UNSATISFACTORY FOR THE SERVICE INTENDED
AND WITHIN THE GUARANTY PERIODS, THE CONTRACTOR SHALL REPLACE THIS
MATERIAL OR EQUIPMENT WITH THE MATERIAL OR EQUIPMENT SPECIFIED BY
NAME.
SECTION 1A, PAGE 1 OF 4
6. INSURANCE: THE CONTRACTOR SHALL NOT COMMENCE WORK UNDER THIS
CONTRACT UNTIL HE HAS OBTAINED ALL INSURANCE REQUIRED UNDER THIS
ARTICLE AND SUCH INSURANCE HAS BEEN APPROVED BY THE OWNER. BEFORE
STARTING WORK, THE CONTRACTOR SHALL FURNISH TO THE OWNER CERTIFICATES
OF REQUIRED INSURANCE AS SET FORTH BELOW, TO BE IN FORCE THROUGHOUT
THE LIFE OF THIS CONTRACT.
A. WORKERS COMPENSATION INSURANCE: THE CONTRACTOR SHALL PROCURE AND
MAINTAIN DURING THE TERM OF THE CONTRACT WORKERS COMPENSATION AND
EMPLOYERS LIABILITY INSURANCE FOR ALL OF HIS EMPLOYEES IN ACCORDANCE
WITH STATUTES OF THE STATE OF ARKANSAS. IN CASE ANY OCCUPATIONS ARE
REQUIRED FOR THE EXECUTION OF WORK WHICH ARE NOT COVERED BY THE
WORKERS COMPENSATION ACT OF THE STATE OF ARKANSAS, SUITABLE EMPLOYERS
LIABILITY INSURANCE SHALL BE PROCURED AND MAINTAINED DURING THE TERM
OF THE CONTRACT BY THE CONTRACTOR TO COVER WORKERS ENGAGED IN SUCH
OCCUPATIONS. THE LIMIT OF LIABILITY UNDER THE EMPLOYERS LIABILITY
SECTION OF THIS POLICY SHALL NOT BE LESS THAN $100,000.
B. COMPREHENSIVE PUBLIC LIABILITY INSURANCE: THE CONTRACTOR SHALL
PROCURE AND MAINTAIN DURING THE TERM OF THE CONTRACT A COMPREHENSIVE
PUBLIC LIABILITY INSURANCE POLICY WITH LIMITS NOT LESS THAN $300,000
FOR PERSONAL INJURY AND $100/100,000 PROPERTY DAMAGE. THIS POLICY MUST
INCLUDE PRODUCTS AND COMPLETED OPERATIONS AND MUST INCLUDE
"CONTRACTURAL COVERAGE" TO COVER CONTRACTUAL INDEMNITY WHEREIN THE
CONTRACTOR SHALL INDEMIFY AND HOLD HARMLESS THE OWNER AND THE
ARCHITECT AND THEIR AGENTS AND EMPLOYEES FROM AND AGAINST ALL CLAIMS,
DAIMAGES, LOSSED, AND EXPENSED INCLUDING ATTORNEY'S FEES ARISING OUT
OF OR RESULTING FROM THE PERFORMANCE OF THE WORK, PROVIDED SUCH
CLAIM,. DAMAGE, LOSS OR INJURY, SICKNESS, DISEASE OR DEATH, OR INJURY
TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ITSELF),
INCLUDING THE LOSS OF USE THEREFROM, AND IS CAUSED IN WHOLE OR IN PART
BY ANY NEGLIGENT ACT OR OMISSION OF THE CONTRACTOR, ANY SUBCONTRACTOR,
ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM OR ANYONE FOR
WHOSE ACTS ANY OF THEM MAY BE LIABLE, REGARDLESS OF WHETHER OR NOT IT
IS CAUSED IN PART BY A PARTY INDEMNIFIED HEREUNDER.
C. OWNER'S PROTECTIVE LIABILITY INSURANCE: THE CONTRACTOR SHALL
PROCURE AND MAINTAIN DURING THE TERM OF THIS CONTRACT, OWNERS'S
PROTECTIVE LIABILITY INSURANCE WITH AN ENDORSEMENT TO THE POLICY, WITH
LIMITS OF NOT LESS THAN $300,000 EACH OCCURANCE FOR BODILY INJURY AND
LIMITS OF NOT LESS THAN $100/100,000 FOR PROPERTY DAMAGE LIABILITY.
D. COMPREHENSIVE AUTOMOBILE LIABILITY INSURANCE: THE CONTRACTOR SHALL
PROCURE AND MAINTAIN DURING THE TERM OF THE CONTRACT COMPREHENSIVE
AUTOMOBILE LIABILITY INSURANCE INCLUDING NON -OWNERSHIP AND HIRED
AUTOMOBILE LIABILITY WITH LIMITS NOT LESS THAN $100/300,000 BODILY
INJURY AND $100,000 PROPERTY DAMAGE.
E. BUILDER'S RISK INSURANCE: THE CONTRACTOR SHALL PURCHASE AND
MAINTAIN DURING THE TERM OF THE CONTRACT A STANDARD BUILDERS'S RISK
INSURNACE POLICY INCLUDING VAMDALISM & MALICIOUS MISCHIEF COVERAGE.
THIS INSURANCE COVERAGE SHALL BE WRITTEN IN THE NAME OF THE CONTRACTOR
AND THE OWNER IN AN AMOUNT EQUAL TO 100% OF THE CONTRACT PRICE. THE
SECTION 1A, PAGE 2 OF 4
ORIGINAL OF SAID POLICY SHALL BE DELIVER TO THE CONTRACTOR AND
DUPLICATES SHALL BE FURNISHED TO THE OWNER.
7. EXTRA WORK: WITHOUT INVALIDATION THE CONTRACT, THE OWNER MAY ORDER
EXTRA WORK OR MAKE ALTERATIONS, ADDING TO OR DEDUCTING FROM THE WORK,
THE CONTRACT SUM BEING ADJUSTED ACCORDINGLY. ALL THE WORK OF THE KIND
BID UPON SHALL BE PAID FOR AT THE PRICE STIPULATED IN THE PROPOSAL,
AND NO CLAIMS FOR EXTRA WORK OR MATERIALS SHALL BE ALLOWED UNLESS SUCH
EXTRA WORK IS ORDERED IN WRITING BY THE OWNER, WITH COSTS AGREED UPON
CLEARLY STATED THEREIN, AND NO BILL BASED ON VERBAL ORDERS WILL BE
ALLOWED. WORK DELETED BY THE OWNER, THAT WAS IN THE ORGINAL CONTRACT,
WILL BE COMPUTED ON ESTIMATED COST AND ONE-HALF OF THE PROFIT
ANTICIPATED FROM THE ITMES DELETED. EXTRA WORK SHALL BE PAID FOR ON
THE FOLLOWING BASIS:
A. ON ALL WORK WHICH ALTERS THE SCOPE OF WORK OF THE GENERAL
CONTRACTOR AND AFFECTS SUB -CONTRACTORS REQUIRING EXTRA COORDINATION
AND/OR SUPERVISION OF THE GENERAL CONTRACTOR, THE GENERAL CONTRACTOR
SHALL BE PAID AS FOLLOWS:
(1) COST OF MATERIALS.
(2) COST OF LABOR.
(3) COST OF SUB -CONTRACT FIGURED AS STIPULATED BELOW IN
SUB -PARAGRAPH "B."
(4) PLUS FIFTEEN (15%) PERCENT FOR OVERHEAD AND PROFIT.
B. ON ALL WORK WHICH IS THE RESPONSIBILTY OF A TRADE OR
SUB -CONTRACTOR WHICH DOES NOT ALTER THE SCOPE OF THE PROJECT OR
INCREASE THE WORK OF THE GENERAL CONTRACTOR, THE GENERAL CONTRACTOR
SHALL BE PAID AS FOLLOWS:
(1) COST OF MATERIALS TO THE SUB -CONTRACTOR.
(2) COST OF LABOR TO SUB -CONTRACTOR
(3) PLUS FIFTEEN (15%) PER CENT FOR JOB OVERHEAD AND.
PROFIT OF THE SUB -CONTRACTOR.
(4) PLUS FIVE (5%) PERCENT FOR JOB OVERHEAD AND PROFIT
OF THE GENERAL CONTRACTOR.
WORK TO BE CLASSIFIED UNDER THIS CATEGORY SHALLL BE SUCH EXAMPLES,
THOUGH NOT LIMITING THE SCOPE, AS CHANGE OR ADDITION OF LIGHT
FIXTURES, FLOOR COVERING, HARDWARE, PAINTING, STORE FRONT AND
UPGRADING OF EQUIPMENT.
SALES TAX AND INSURANCE SHALL BE CONSIDERED AS PART OF MATERIAL AND
LABOR COSTS. ANY ADDITIONAL BOND PREMIUM SHALL BE CONSIDERED TO BE
INCLUDED IN THE PERCENTAGE FOR OVERHEAD.
8. GUARANTEE: THE GENERAL CONTRACTOR SHALL GUARANTEE ALL WORK UNDER
THE CONTRACT FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF ACCEPTANCE
BY THE ARCHITECT AND SHALL LEAVE THE WORK IN PERFECT ORDER AT
COMPLETION AND NEITHER FINAL CERTIFICATE NOR ANY PROVISIONS IN THE
CONTRACT DOCUMENTS SHALL RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY
FOR NEGLIGENCE OR FAULTY MATERIALS OR WORKMANSHOP WITHIN THE EXTENT
AND PERIOD NAMED, AND UPON WRITTEN NOTICE, HE SHALL REMEDY ANY DEFECTS
DUE THERETO AND PAY ALL EXPENSES FOR ANY DAMAGE TO WORK RESULTING
SECTION 1A, PAGE 3 OF 4
THEREFROM. THIS GUARANTEE SHALL BE OF A LONGER PERIOD ON CERTAIN ITEMS
WHERE SO DESIGNATED IN THE BODY OF THE SPECIFICATIONS. IF THE
CONTRACTOR, AFTER DUE NOTICE FAILS TO COMPLY PROMPTLY WITH THE TERMS
OF THE GUARANTEE, THE OWNER MAY HAVE THE DEFECTS CORRECTED, AND THE
CONTRACTOR AND HIS SURETY SHALL BE LIABLE FOR ALL EXPENSE INCURRED.
9. PERFORMANCE BOND: PRIOR TO STARTING WORK UNDER THIS CONTRACT, THE
CONTRACTOR SHALL FURNISH A SURETY BOND IN AN AMOUNT EQUAL TO ONE
HUNDRED (100%) PERCENT OF THE CONTRACT PRICE. (VERIFY PERFORMANCE BOND
REQUIREMENT WITH THE OWNER.)
10. SHOP DRAWINGS: SUBMITT ONE REPRODUCABLE PRINT OF LARGE SCALE SHOP
DRAWINGS (WHERE CALLED FOR) TO THE OWNER FOR APPROVAL. REFER TO
GENERAL CONDITIONS 4-12 SHOP DRAWINGS.
11. FIRE PROTECTION: THE CONTRACTOR SHALL PROVIDE ADEQUATE FIRE
EXTINGUISHERS ON THE PREMISES DURING THE COURSE OF THE CONSTRUCTION
PERIOD, OF THE TYPE AND SIZE AS RECOMMENDED BY THE NATIONAL BOARD OF
FIRE UNDERWRITERS, TO CONTROL FIRES RESULTING FROM THE PARTICULAR WORK
BEING PERFORMED, AND THE CONTRACTOR SHALL INSTRUCT HIS EMPLOYEES IN
THEIR USE. ALL EXTINGUISHERS SHALL BE PLACED IN THE IMMEDIATE VICINITY
OF THE WORK BEING PERFORMED READY FOR INSTANT USE. IN THE USE OF
ESPECIALLY HAZARDOUS TYPES OF EQUIPMENT, SUCH AS ACTYLENE TORCHES,
WELDING EQUIPMENT, TAR POTS, KETTLES ETC., NO WORK SHALL BE COMMENCED
OR EQUIPMENT USED UNLESS FIRE EXTINGUSHERS OF A APPROVED TYPE AND
CAPACITY ARE PLACED IN THE WORKING AREA AND AVAILABLE FOR IMMEDIATE
USE BY THE WORKMEN USING THE ABOVE MENTIONED EQUIPMENT.
12 UTILITIES, LOCATIONS AND ELEVATIONS: LOCATIONS AND ELEVATIONS OF
THE VARIOUS UTILITIES INCLUDED WITH IN THE SCOPE OF THIS WORK ARE
OFFERED SEPERATE FROM THE CONTRACT DOCUMENTS AS A GENERAL GUIDE ONLY,
WITHOUT GUARANTEE AS TO ACCURACY. EACH SUB -CONTRACTOR SHALL EXAMINE
THE SITE AND SHALL VERIFY TO HIS OWN SATISFACTION THE.LOCATION AND
ELEVATION OF ALL UTILITITES, AND SHALL ADEQUATELY INFORM HIMSELF AS TO
THEIR RELATION TO THE WORK BEFORE ENTERING INTO A CONTRACT.
13. CLEAN-UP: PRIOR TO FINAL INSPECTON OF THE BUILDING AND OCCUPANCEY
BY THE OWNER, CLEAN ALL PARTS OF THE BUILDING.
14. CERTIFICATES FOR PAYMENT: REFER TO GENERAL CONDITIONS,
SUB -PARAGRAPH 9.4.1, LINE 6 AND AFTER THE WORDS "PROPERLY DUE" AND ADD
"LESS 10% RETAINAGE."
15. WARRENTY: REFER TO GENERAL CONDITIONS, SUB -PARAGRAPH 4.5.1 AND
ADD "CONTRACTOR WILL AND DOES WARRENT ALL WORK PERFORMEND UNDER THIS
CONTRACT FOR ONE YEAR (EXCEPT AS OTHERWISE REQUIRED FOR A LONGER
PERIOD) AFTER DATE OF FINAL CERTIFICATE OF PAYMENT OF CERTIFICATE OF
SUBSTANTIAL COMPLETION, WHICH EVER IS ISSUED FIRST."
16. DRAWINGS AND SPECIFICATIONS FURNISHED: CONTRACTOR WILL BE
FURNISHED UP TO 10 SETS OF PLANS AND SPECIFICATIONS. ADDITIONAL SETS
REQUIRED MAY BE PURCHASED AT PRINTING COSTS.
SECTION 1A, PAGE 4 OF 4
SECTION 3A
CONCRETE
3A-1 STANDARD: AMERICAN CONCRETE INSTITUE (ACI) 318 "BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE",ACI 347 "RECOMMENDED PRACTISE
FOR CONCRETE FORMWORK", AND LOCAL BUILDING CODES. INTERPRET "BUILDING
OFFICAL" APPEARING IN ACI CODE TO MEAN OWNERPS REPRESENTATIVE.
A. BARS: DEFORMED ASTM A615, GRADE 60.
B. 12 BARS: SMOOTH, INTERMEDIATE GRADE - ASTN A306.
C. WELDED WIRE MESH: ELECTRICLY WELDED, COLD DRAWN
WIRE - ASTM A185.
D. SUBMIT SHOP DRAWINGS PER SECTION 1A.
3A-4 MATERIALS:
A. WATER: CLEAN AND POTABLE
B. CEMENT: PORTLAND CEMENT, TYPE 1 ASTM-C150
C. AIR-ENTRANING ADMIXTURE: ASTM-C260 "SPECIFICATIONS FOR
AIR ENTRAINING ADD MIXTURES". USE IN ALL CONCRETE EXPOSED
TO WEATHER ON BUILDING, PAVEMENT, CURBS, GUTTER ETC. AND
ALL PORTIONS OF THE BUILDING WHEN AIR TEMPERATURE IS
BELOW 40 DEGREES F.. AMOUNT ENTRAINED AIR TO BE 4 TO 6
BY VOLUME.
3A-5 AGGREGATES: CONFORM TO "SPECS FOR CONCRETE AGGREGATES" ASTM
C33. MAX. SIZE 1 1/21' DIA.
3A-6 CHARACTERISTICS:
A. MAXIMUM WATER CEMENT RATIO 6 1/2 GAL/SACK.
B. MINIMUM CEMENT CONTENT 5 1/4 BAGS/CUBIC YARD.
C. COMPRESSIVE STRENGTH AT 28 DAYS 3500 PSI
D. SLUMP: 3 TO 5 INCHES PER ASTM C143, "METHOD OF TEST
FOR SLUMP - PORTLAND CEMENT CORPORATION"
SECTION 3A, PAGE 1 OF 2
3A-7 READY -MIXED CONCRETE: MIX AND TRANSPORT PER ASTM C 94 "SPECS.
• i READY -MIXED
3A-8 PLACING: BEFORE PLACING CONCRETE, FORMS SHOULD BE OILED OR
WETTED, ALL WATER AND ICE REMOVED, REINFORCEMENT CLEAN AND ENTIRE
PREPA-VATION APPROVED.
3A-9 CONSOLIDATION: CONSOLIDATE BY VIBRATION, SPADING OR RODING,
THROUGHLY WORK AROUND
Oit, REINFORCEMENT
N: • !' it IMBEDDED ITEMS.
HONEYCOMBING, PITTING OR PLANES OF WEAKNESS.
3A-10 WEATHER CONDITIONS: PLACE NO CONCRETE WHEN AIR TEMPERATURE
IS 40 DEGREES F. AND FALLING. DURING AND FOR 3 DAYS AFTER PLACING,
MAINTAIN MIN. TEMPERATURE OF CONCRETE AT 50 DEGREES F.- PROTECT
FROM FREEZING FOR 3 DAYS FOLLOWING THE INITIAL 3 DAYS. PLACING
TEMPERATURE OF CONCRETE DURING HOT WEATHER SHALL NOT CAUSE LOSS
OF SLUMP, FLASH SET OR •LD JOINTS. MAX. TEMPERTURE OF ♦ `
0 DEGREES F..
FORMED3A-11 FINISHING:
A. (EXPOSED REMOVE •
PROJECTIONS, FILL AND REPAIR HONEYCOMBS, HOLES AND
DEPRESSIONS. •• } SURFACE.
t- i tSMOOTH,
C. WALKS DSTEPS:•• FLOAT
3A-12 CURING: KEEP CONTINUOUSLY MOISTFOR 7 DAYS BY CONTINUOUSLY
SECTION 4A
MASONRY —GENERAL
4A-1 CODES AND REFERENCE SPECS:
A. LOCAL BUILDING CODE HAVING JURISDICTION
B. NATIONAL CONCRETE MASONRY ASSOCIATION "GUIDE SPECS. FOR CONCRETE
MASONRY"
4A-2 WORKMANSHIP: FIRST CLASS WITH ALL WORK PLUMB AND TRUE TO LINE.
VERTICAL JOINTS IN ALTERNATE COURSES SHALL ALIGN. HORIZONTAL COURSES
LEVEL. FULL 3/8" MORTAR BED AND JOINTS.
4A-3 PROTECTION: DO NO WORK WHEN TEMPERATURE IS BELOW 40 DEGREES F
OR WHEN TEMPERATURE IS EXPECTED BELOW 35 DEGREES F WITHIN 24 HOURS.
PROTECT AGAINST FREEZING FOR 48 HOURS AFTER LAYING. COVER TOP OF
WALLS AT END OF EACH DAY AND WHEN RAIN APPEARS EMINENT.
4A-4 BUILT—IN WORK: BUILD IN ALL ANCHORS, NAILING INSERTS, SLEEVES,
FLASHING ETC. AS SHOWN OR REQUIRED. EACH ITEM SHALL BE SOLIDLY
BUILT—IN AS WORK PROGRESSES. OPENINGS SHALL BE LAID OUT AND BUILT IN
ACCURATELY.
4A-5 SAMPLE PANEL: BEFORE BEGINNING WORK ERECT FOR APPROVAL A 4'-0" X
4'-0" PANEL(S) SHOWING COLOR RANGE, TEXTURE, BOND, MORTAR JOINT AND
WORKMANSHIP OF MASONRY MATERIALS. APPROVED PANELS WILL BECOME
STANDARD OF COMPARISON FOR MASONRY WORK. DO NOT DESTROY OR MOVE UNTIL
WORK IS COMPLETE.
4A-6 SUBMITTALS: SUBMIT REPRESENTATIVE SAMPLES (2) OF ALL UNITS
SPECIFIED. WHEN SELECTION OF COLOR IS TO BE MADE, SUBMIT COMPLETE
COLOR RANGE.
4A-8 MASONRY REINFORCING: FACTORY PRODUCED ZINC COATED (ASTM
A-116,CLASS 2), #9 GUAGE COLD DRAWN STEEL WIRE (ASTM A-32), TRUSSED
DESIGN. WIDTH: 2" LESS THAN NOMINAL WIDTH WALL. LAP JOINTS 12".
4A-9 MORTAR:
MORTARA. GENERAL: ALL • BE ACCURATELYs BY VOLUME,
BATCH MECHANICAL MIXER AT LEAST 3 MINUTES AFTER ALL INGREDIENTS
ADDED. RETEMPER AS REQUIRED WITH A LITTLE WATER AS NEEDED TO KEEP
BOARDSWORKABLE. DISCARD IF MOT USED WITHIN ONE HOUR. MORTAR BOXES AND
i BE CLEANED FOR EACH BATCH AND AT END OF DAYS WORK.
01101z W.' •
'N' MASONRY CEMENT, USING ONE PART CEMENT TO 2 3/4 PARTS CLEAN BEST
GRADE SAND. SAND TO BE GRADED FINE TO COARSE, TO BE PASSED THROUGH #3
SIEVE BEFORE USING.
D. a i , w COLOR: MORTAR SHALL 'w TINTED TO
14ATCH BRICK COLOR. MORTAR
COLORS,TO BE TINTED USE NON —STAINING, NON -FADING TINTS BY ANTIHYDRO, DAVIS
OR r
SECTION 4A, PAGE 2 OF 2
SECTION ,.
s -
4A-1 CODES AND REFERENCE SPECS:
LOCALA. •DJURISDICTION
MASONRY"B. NATIONAL CONCRETE MASONRY ASSOCIATION "GUIDE SPECS. FOR CONCRETE
WORKMANSHIP: O>
COURSESVERTICAL JOINTS IN ALTERNATE •- •COURSES
MORTARLEVEL. FULL 3/8" BED AND JOINTS.
4A-3 PROTECTION: DO NO WORK WHEN TEMPERATURE IS BELOW 40 DEGREES F
OR WHEN TEMPERATURE IS EXPECTED BELOW 35 DEGREES F WITHIN 24 HOURS.
PROTECT AGAINST FREEZING FOR 48 HOURS AFTER LAYING. COVER TOP OF
WALLS AT END OF EACH DAY AND WHEN RAIN APPEARS EMINENT.
4A-4 BUILT-IN WORK: BUILD IN ALL ANCHORS, NAILING INSERTS, SLEEVES,
FLASHING ETC. AS SHOWN OR REQUIRED. EACH ITEM SHALL BE SOLIDLY
BUILT-IN AS WORK PROGRESSES. OPENINGS SHALL BE LAID OUT AND BUILT IN
ACCURATELY.
4A-5 SAMPLE PANEL: N.A.
4A-6 SUBMITTALS: SUBMIT REPRESENTATIVE SAMPLES (2) OF ALL UNITS
SPECIFIED. WHEN SELECTION OF COLOR IS TO BE MADE, SUBMIT COMPLETE
COLOR RANGE.
4A-8 MASONRY REINFORCING: FACTORY PRODUCED ZINC COATED (ASTM
A-116,CLASS 2), #9 GUAGE COLD DRAWN STEEL WIRE (ASTM A-32), TRUSSED
DESIGN. WIDTH: 21" LESS THAN NOMINAL WIDTH WALL. LAP JOINTS 12".
B. FOR TYPICAL MASONRY: MAGNOLIA MASONS MIX, MEDUSA BRIZZET, ATLAS
MORTAR CEMENT, OR BROZMENT LIGHT COLORED LIME BASE, NON -STAINING TYPE
MASONRY
O... O:.. PART
:... 1. PARTS
BEFOREGRADE SAND. SAND TO BE GRADED FINE TO COARSE, TO BE PASSED THROUGH #3
SIEVE
SECTION 4A, PAGE 1 OF 2
4B-1 GENERAL: SEE SECTION 4A
4B-3 COMMON BRICK: (FOR USE WHERE NOT EXPOSED) MODULAR SIZED HARD
COMMON BRICK MEETING ASTM STANDARD C62-50,GRADE MW.
4B-4 COURSES AND JOINTS: LAY IN RUNNING BOND SO THAT 3 COURSES
EQUAL 811 ALIGN WITH BACKUP MASONRY. JOINTS SHALL BE STRUCK OFF FLUSH
AND WHEN PARTIALLY SET TOOLED AND COMPACTED TO GIVE CONCAVE JOINT.
4B-5 LAYING: EACH BRICK SHOVED INTO PLACE. BEDS FULL, SOLID AND
UNIFORM. HEAD JOINTS COMPLETELY FILLED WITH MORTAR BY BUTTERING
ENTIRE END OF BRICK AND SHOVING INTO PLACE; SLUSHING OPEN JOINTS WILL
INDICATE POOR WORKMANSHIP.
4B-6 POINTING AND CLEANING: REMOVE MORTAR DRIPINGS AND CAREFULLY
FILL ALL VOIDS WITH MORTAR.
4B-7 EXPOSED BRICK: DO NOT PROCEED UNTIL THREE WEEKS AFTER LAYING.
REMOVE LARGE PARTICLES OF MORTAR WITH CHISEL AND WIRE BRUSH. THEN
CLEAR SMALL AREAS AT A TIME WITH SOLUTION MANUFACTURED FOR THIS
PURPOSE AND STIFF FIBERED BRUSH, FLUSHING WALL WITH WATER FROM HOSE
BEFORE AND AFTER WASHING. AVOID SCRUBBING JOINTS. REPLACE SOLUTION
WHEN IT BECOMES DIRTY.
C. N. A.
SECTION 4A, PAGE 2 OF 2
SECTION 4C
CONCRETE BLOCK
CONFORM • ASTM SPECIFICATION
HOLLOW LOADLONG X NOMINAL
WIDTHSf EXPOSED TO VIEW SHALL BE SINGLE SCORED FACE
BLOCK. FURNISH CORNER, CAP BLOCKS # OTHER
SHAPES• 1
4i AND
COURSING: APPROX.
3/8" THICK • THAT ONE !
TOOLED•'CONTRACTOR OUT !R
THROUGHMASONRY WILL COURSE UP OPENINGS,
4D-4 LAYING: INACCORDANCE WITH NCMA RECOMMENDATIONS, WITH FULL
MORTAR COVERAGE ON VERTICAL AND HORIZONTAL FACE SHELLS. JOINTS WELL
COMPACTED.
4C-5 POINTING AND CLEANING: REMOVE MORTAR DRIPPINGS AND CAREFULLY
FILL ALL VOIDS WITH MORTAR.
SECTION 4C, PAGE 1 OF 1
REFERENCELATEST EDITION UNLESS •;
OTHERWISE.
A. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) SPECS. FOR THE
DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS.
B. AMERICAN IRON AND STEEL INSTITUTE (AISI) SPECS. - THE DESIGN OF
LIGHT GAUGE COLD -FORMED STEEL STRUCTURAL MEMBERS.
AMERICANC. SOCIETY STANDARD CODE FORAND GAN
WELDING IN BUILDING CONSTRUCTION.
D. NATIONAL ASSON OF ARCHITECTURAL METAL MANUFACTURERS (NAAMM)
ARCHITECTURAL METAL HANDBOOK.
5A-2 SHOP DRAWINGS: SHOWING EACH ITEM, SIZES, METHOD OF FABRICATION,
FINISHES AND INSTALLATION DETAILS, INCLUDING LOCATION OF HOLES,
ANCHORS AND OTHER PERTINENT DATA.
5A-3 FIELD MEASUREMENTS: VERIFY DIMENTIONS IN THE FIELD FOR ACCURATE
FIT OF SPECIFIED WORK.
5A-4 MISCELLANEOUS METALS:
A. GENERAL: FURNISH ALL MATERIAL D OPERATIONS IN CONNECTION
INSTALLATION OF
IRON,
B. STEEL:
1. BARS AND STRUCTURAL SHAPES, HOT ROLLED - ASTM A-36.
2. BARS, COLD FINISH - ASTM A108, GRADE 1018.
3. STRUCTURAL TUBING - ASTM A500.
4. SHEET - ASTM A366 (EXPOSED MEMBER -STRETCHER LEVELED)
5. GALVANIZED SHEETS - ASTM 525, 1.25 02 CLASS COATING
UNLESS OTHER WISE NOTED.
6. WROUGHT IRON - ASTM A41
7. PLATE - ASTM A283, GRADE C.
8. PIPE ASTM A53, A500 OR A501
9. FASTENERS: A. EXPANSION SHIELDS - FF-S-325
B. STEEL BOLTS ASTM A 325
10. ANCHORS: PROVIDE THOSE REQUIRED TO SECURE WORK IN PLACE.
C. PAINT (PRIMER): REMOVE MILL SCAB, RUST, ETC.
1. STEEL: ZINC CHROMATE II-P-645 OR SYNTHETIC ALKYD
VARNISH TT-P-636B.
2. GALVANIZED: TT-P-64 LB. ZINK-DUST, ZINC OXIDE, TYPE II.
D. GALVANIZED COATING: HARDWARE (ASTM A153), ASSEMBLED STEEL PRODUCTS
(ASTM A386), PIPE (ASTM A120)
E. WORKMANSHIP:
CONCEALED1. WELDS: AWS CODE AND FINISH FLUSH AND SMOOTH WHERE EXPOSED.
2. FASTENINGS: POSSIBLE.
JOINTS:3. . MILL EXPOSED
SMOOTH. REMOVE SHEAR BURRS FROM SHEET STOCK.
4. i TWO COATS
CONTACTTO ALUMINIUM SURFACES IN DISSIMILAR
SMOOTH.F. ANCHORAGE: CAST IN PLACE WHERE POSSIBLE. ANCHOR BOLT 1/2" DIA.
UNLESS SHOWN OTHERWISE. CUT OFF 1/8" FROM FACE OF NUT AND FILE
* womfie ! ` `
SECTION 5A, PAGE 2 OF 2
t
6A-1 REFERENCE STANDARDS:
A. WESTERN PINE ASSOCIATION STANDARD GRADING
B. SOUTHERN PINE ASSOCIATION STANDARD GRADING •
SOUTHERN PINE LUMBER.
PRODUCT STANDARD, FOR SOFT WOOD PLYWOOD.
D. ARCHITECTURAL WOODWORK INSTITUTE (AWI) QUALITY STANDARDSm
. 6A-2 GRADING ANDMARKING: EACH PIECE OF LUMBER AND SIDING SHALL BEAR
"GRADE MARK", "TRADE MARK",AND "MILL IDENTIFICATION" OF APPROPRIATE
INSPECTION BUREAU OR ASSOCIATION; MATERIAL WITH DEFECTS THAT PREVENT
ITS SERVING ITS INTENDED PURPOSE REGARDLESS OF GRADE WILL BE REJECTED
AND REPLACED WITH ACCEPTABLE AN PIECE.
..MOISTUREAND EXTERIOR
19%; INTERIOR FINISH WOODWORK: 12%.
PRODUCT HANDLING:OFF „s"" •
VENTILATION.COMPLETELY PROTECTED AGAINST THE WEATHER, STACK LUMBER IN A MANNER TO
INSURE
a.-5 WORKMANSHIPINCONFORMANCE WITH •.f TRADE PRACTISE.
CAREFULLYRECOMMENDATIONS OF MANUFACTURERS, BUILDING CODES AND THE DRAWINGS ANN
i INSTALL CARPENTRY
SCREWSSUFFICIENT NAILS, SPIKES, • BOLTS TO INSURE RIGIDITY AND
PERMANENCE... PLUMB AND
SIDES.
B. ROUGH HARDWARE: PROVIDE ALL ITEMSROUGH
WORK.AS SPIKES, CLIPS, STEEL HANGERS, NAILS, BOLTS, TOGGLE BOLTS, ANCHOR
BOLTS, WOOD SCREWS, AND STRAPS NECESSARY FOR INSTALLATION OF
SPECIFIED OF
OF
SIZE i LENGTH TO DRAW THE •'FIRMLY TOGETHER.
6A-7 WORK —IN —PLACE: EXAMINE EXISTING WORK ON WHICH SPECIFIED WORK IS
DEPENDANT. NOTIFY ARCHITECT WRITING.
INFLUENCE SATISFACTORY COMPLETION AND PERFORMANCE OF THE WORK.
FAILURE TO NOTIFY ARCHITECT WILL BE CONSTRUED AS ACCEPTANCE OF
• '
SECTION 6A, r
f •
ROOM
. •
6B-2 MATERIALS:
FRAMING,A. DIMENSION LUMBER: ! BLOCKING
NOMINALLY• INCHES OR OVER STANDARD OR NO. 2 COMMON
GRADE OR
B. BOARDAND BLOCKING UNDERf
DIMENSION - STANDARD OR NO. 3 COMMON.
C. TREATED LUMBER (WOLMANIZED OR EQUAL): EACH PIECE
DELIVERED TO JOB SITE SHALL BEAR IDENTIFICATION STAMP OR
BRAND, INLIEU THEREOF, FURNISH ARCHITECT WITH NOTARIZED
CERTIFICATE OF COMPLIANCE. COAT CUT TREATED LUMBER WITH 2
COATS OF THE CONCENTRATED PERSERVATIVE SOLUTION. INPREGNATE
IN ACCORDANCE WITH WOOD PRESERVATIVE MANUFACTURE, MINIMUM
.35P S PER CUBIC FOOT OF PENTA CHLOROPHENOL PRESERVATIVE.
USE TREATED LUMBER WHERE EMBEDED IN OR IN CONTACT WITH
CONCRETE OR MASONRY.
+. �.. *fi
E. PLYWOOD: U. S. PRODUCT STANDARD PS-1 (NON -VENEERED
STRUCTURAL PANELS EQUAL TO ""OSB-INNER SEAL" BY LOUSIANA
PACIFIC MAY BE USED AT NON-VISABLE LOCATIONS, i.e.
SUB -FLOOR SHEATHING, ROOF DECK ETC.
141*46 "ov, 2 f
s
A. MOULDING & TRIM: C AND BETTER Ar STANDARD MOULDING
GRADE.
SELECTEDB. LAMINATED PLASTIC: 1/1611 THICK, COLOR AND PATTERN AS
BY THE ARCHITECT EQUALTO O.
OR i !
D. SIDING: NO. 1 - MATCH EXISTING
E. BIRCH PLYWOOD: "PREMIUM" OR "PAINT GRADE" AT PAINTED
CABINETS
F. FLOORING: MATCH ORIGINAL CONFIGURATION:
OAK: SELECT FOR EDGE GRAIN, NO FLAT GRAIN.
PINE: CLEAR
6C-3 WORKMANSHIP:
A. MILLWORK: MILLWORK, TRIM AND BRACING SHALL BE INSTALLED
WITH TIGHT JOINTS. RUNNING TRIM SHALL BE IN LONG LENGTHS AND JOINTED
ONLY WHERE SOLID FASTENINGS CAN BE MADE. MITER ALL JOINTS AND CORNERS
AND COPE ANGLES. FASTEN EXTERIOR TRIM WITH ZINC COATED NAILS AND
INTERIOR TRIM WITH FINISHING NAILS WITH HEADS SET FOR PUTTY. SAND
WOODWORK AS NECESSARY TO REMOVE IRREGULARITIES AND LEAVE FREE OF
BLEMISHES, PLANNER MARKS AND DEFECTS.
SECTION 6C, PAGE 1 OF 1
SECTION 7A
INSULATION
7A-1 BATT INSULATION: PRODUCT THICKNESS AS INDICATED OR REQUIRED,
12" EQUAL R-38, 6" EQUAL R-19, AND 3 1/2" EQUAL R-11. BATTS MADE OF
SPUN GLASS FIBER FORMED INTO NEAT MAT WITH KRAFT PAPER VAPOR ON ONE
SIDE WHICH FORMS FLANGES. EQUAL TO OWENS-CORNING CORP ."FIBERGLAS"
7A-2 HANDLING: DELIVER MATERIALS TO JOB IN UNOPENED PACKAGES OR
CONTAINERS WITH MANUFACTURERS NAME, BRAND AND OTHER PERTINENT
INFORMATION CLEARLY MARKED THEREON. STORE OFF GROUND AND PROTECTED
FROM MOISTURE AND DIRT.
7A-3 INSTALLATION: SECURE IN PLACE, TIGHTLY BUTTED AGAINST ADJOINING
BATTS AND MATERIALS WITH VAPOR BARRIER TOWARD THE HEATED AND COOLED
SPACE. STUFF LOOSE FIBERGLASS IN VOIDS TOO SMALL TO FIT FULL BATTS.
FILL VOIDS 1/2" OR SMALLER WITH LOOSE FIBERGLASS OR URATHANE FOAM
CAULK.
SECTION 7A, PAGE 1 OF 1
SECTION 7B
WATERPROOFING AND CAULKING
7B-1 WORK EXTENT: CONSISTS OF INTERIOR DAMPROOFING BELOW SLABS,
CAULKING AROUND ALL EXTERIOR TRIM OR WHERE REQUIRED TO SECURE A NEAT
AND TIGHT JOB.
7B-2 MATERIALS:
A. MEMBRANE DAMPROOFING: UNDER CONCRETE SLABS ON GRADE., .006 INCH
THICK POLYETHYLENE FILM SIMILAR TO VISQUEEN.
B. CAULKING: (INTERIOR)
1. MATERIALS: PECORA, KUHLS OR DICKS-ARMSTRONG-PONTIUS FIRST
QUALITY, NON -STAINING, GUN GRADE, ELASTIC CAULKING COMPOUND MEETING
FED. SPEC. TT-C-598 GRADE 1, APPLIED WITHOUT THINNING.
2. TYPICAL APPLICATION: AROUND EXTERIOR DOORS, WINDOWS, WOOD
JOINTS, ETC., AND ELSEWHERE SHOWN OR REQUIRED.
3. SEATING THRESHOLD: INSTALL ALL EXTERIOR THRESHOLD IN FULL
BED OF CAULKING COMPOUND.
C. EXTERIOR CAULKING:
1. POLYSULFIDE BASED SEALENT: SEALENT SHALL BE ONE
COMPONENT, READY TO USE TYPE, SIMILAR TO "SYNTHCALK GC-9" BY PECORA.
THE SEALENT SHALL BE A CURING TYPE AND COMPLY WITH THE PUBLISHED
SPECIFICATIONS OF THE MANUFACTURER OR ASA SPECIFICATION A 116.1 WITH
EXCEPTIONS AS LISTED BY THE MANUFACTURER. STANDARD COLOR AS SELECTED
BY THE ARCHITECT.
D. INSTALLATION: INSTALL IN ACCORDANCE WITH MANUFACTURERS
RECOMMENDED PROCEEDURES.
1. INTERIORS: AT ALL JOINTS, CRACKS, ETC. FOR UNIFORM AIR
TIGHTNESS AND VISUAL COMPLETENESS.
2. EXTERIORS: AT ALL JOINTS, CRACKS; ETC FOR WATERTIGHT AND
AIR TIGHT INSTALLATION.
SECTION 7B, PAGE 1 OF 1
SECTION 7C
SHEET METAL
7C-1 REFERENCE STANDARDS: NATIONAL ASSOCIATION OF SHEET METAL
CONTRACTORS, "STANDARD PRACTICE FOR SHEET METAL WORK."
7C-2 MATERIALS: UNLESS OTHERWISE NOTED USE 24 U.S. STD. GAUGE
GALVANIZED IRON (ASTM A-129-47 TYPE A) COPPER BEARING STEEL FOR
INTERIOR WORK AND "PAINT GRIP" FOR EXTERIOR WORK. SOLDER (ASTM B
32060T) 50% TIN AND 50% LEAD.
7C-3 FABRICATION: LINES, MOULDING, AND EDGES SHARP AND TRUE,
REINFORCE AS REQUIRED FOR STIFFNESS. FORM NEAT JOINTS AND SEAMS WITH
SURFACE FREE FROM WAVES AND BUCKLES.
7C-4 INSTALLATION: LEVEL, NEAT AND TRUE TO LINE. MAKE PROPER
ALLOWANCE FOR EXPANSION. MAKE EXTERIOR WORK PERMANENTLY WEATHER
TIGHT.
SECTION 7C, PAGE 1 OF 1
SECTION 7E
SHINGLE ROOF (COMPOSITION)
7E-1 MATERIALS
A. 15LB. PLAN FELT: FED SPEC HH-F-191A (2) TYPE 1
B. CERTAINTEED SEALDON CLASS C (235 LB.)
C. NAILS: GALVANIZED ROOFING NAILS.
D. 90# MINERAL SURFACE ROOFING: FED SPED SS-R-630 CLASS 1.
E. FLASHING CEMENT: FED. SPEC. SS-C-153 TYPE 1.
7E-2 INSTALLATION: APPLY OVER ROOF AS FOLLOWS: APPLY 15 LB. FELT
OVER SLOPE OF DECK,THE APPLY SHINGLES AS PER MANUFACTURERS
RECOMMENDATIONS ON PACKAGE. VALLEY SHALL BE 2 PLIES OF 90# MINERAL
SURFACE ROLL ROOFING. THE BOTTOM PLY SHALL BE 16" WIDE AND TOP PLY
20" WIDE. CONCEAL ALL NAIL HEADS. CUT VALLEYS STRAIGHT.
SECTION 7E, PAGE 1 OF 1
SECTION 8A
WOOD DOORS
8A.1 REFERENCE SPECIFICATIONS
8A.1.1 NATIONAL WOODWORK MANUFACTURERS' ASSOCIATION
8A.1.2 ARCHITECTURAL WOODWORK INSTITUTE
8A.2 SUBMITTALS: SUBMIT BROCHURES OF EACH DOOR, SHOWING
CONSTRUCTION AND FINISH.
8A.3 DOORS: CUSTOM GRADE
8A.4 HANDLING: PROTECT FROM DAMAGE. DELIVER TO JOB SITE IN
PROTECTIVE CARTONS OR BAGS. WHEN NORMAL TEMPERATURE AND HUMIDITY
CONDITIONS APPROXIMATE THE INTERIOR CONDITIONS THAT WILL EXIST
WHEN THE BUILDING IS OCCUPIED, INSTALL DOORS.
8A.5 GUARANTEE: GUARANTEE DOORS FOR 5 YEARS, AFTER OWNER
ACCEPTANCE, AGAINST WARPING, TWISTING OR MANUFACTURING DEFECTS
WHEN ACCORDED TREATMENT RECOMMENDED BY THE NWMA FOR STOARAGE,
INSTALLATION AND MAINTENANCE. CONTRACTOR GUARANTEES REPLACEMENT OF
DEFECTIVE DOOR AS DEFINED BY NWMA STANDARD DOOR GUARANTEE AND
SHALL DO SO WITH IN TEN DAYS AFTER RECEPT OF NOTICE FROM OWNER.
SECTION 8A, PAGE 1 OF 1
SECTION 8F
GLASS AND GLAZING
8F-1 _EXTENT: ALL GLASS, GLAZING AND RELATED ITEMS NECESSARY TO
COMPLETE THE WORK INDICATED ON DRAWINGS AND DESCRIBED IN
SPECIFICATIONS.
8F-2 TYPE AND QUALITY OF GLASS:
A. GENERAL REQUIREMENTS FOR ALL GLASS: EXCEPT AS SPECIFIED ALL
GLASS SHALL COMPLY WITH REQUIREMENTS OF FEDERAL SPECIFICATIONS
DD-G-451A, APPLICABLE TO THE TYPE SPECIFIED. SAFETY GLASS REQUIRED
AT ALL ENTRANCE DOORS, SHOWER DOORS AND WHERE SHOWN ON DRAWINGS IN
ACCORDANCE WITH AMERICAN NATIONAL STANDARDS INSTITUTE Z-97.1 LATEST
ADDITION.
B. PLATE GLASS: 1/4" FLOAT , FREE FROM DISTORTION. CLEAR UNLESS
SHOWN OTHERWISE ON DRAWINGS.
C. WINDOW GLASS: 1/8" DOUBLE STRENGTH, "B" GRADE
8F-3 MATERIALS FOR GLAZING:
A. PUTTY (WOOD FRAMES): BEST GRADE PRODUCTS AS MANUFACTURED BY
PECORA OR DICKS ARMSTRONG PONTIUS IN STANDARD COLOR AS SELECTED.
PUTTY FOR WOOD FRAMES SHALL CONFORM TO FED SPEC TT-P-791A, TYPE 1
WHITTING PUTTY.
SECTION 8F, PAGE 1 OF 1
SECTION 9A
PAINTING
9A-1 SCOPE: INCLUDE ALL SURFACES REQUIRED FOR COMPLETE AND FINISHED
JOB UNLESS EXPRESSLY ELIMIMATED.
9A-2 ACCEPTANCE OF SURFACES: DO NOT WORK UNTIL SURFACES TO BE
FINISHED ARE IN PROPER CONDITION. BEGINNING OF WORK WILL CONSTITUTE
ACCEPTANCE.
9A-3 COLORS: COLOR SCHEDULE WILL BE FURNISHED BY ARCHITECT IN
ADVANCE OF BEGINNING WORK, MADE UP WHERE POSSIBLE FROM STANDARD COLOR
CHIPS OF CHOSEN MANUFACTURER. SELECTIONS WILL NOT BE LIMITED TO ANY
SINGLE MANUFACTURERS STOCK COLORS, NOR TO THE NUMBER OF COLORS
SELECTED OF ANY AREA.
9A-4 MATERIAL: BEST GRADE PRODUCT OF DUPONT, PITTSBURG,
SHERWIN-WILLIAMS, DEVOE, GREY SEAL OR BENJAMIN MOORE. ALL DELIVERED
TO JOB IN ORIGINAL UNBROKEN CONTAINERS. SAME BRAND OF PAINT, STAIN,
VARNISH ETC. SHALL BE USED ON ANY -ONE PHASE OF WORK.
9A-5 APPLICATION:
A. TEMPERATURE: NO EXTERIOR PAINTING DURING WET WEATHER OR
WHEN TEMPERATURE IS BELOW 50 DEGREES F.. BUILDING INTERIOR
SHALL BE MAINTAINED CONTINUOUSLY AT 65 DEGREES F. OR ABOVE.
B. CONDITION OF SURFACES: CLEAN, DRY, SMOOTH, FREE OF DUST,
SCRATCHES, HAMMER OR PLANNER MARKS.
C. PROTECTION: PROTECT SHURBBERY, LAWNS, SURFACES AND
OBJECTS INSIDE AND OUTSIDE THE BUILDING FROM SPLATTER,
OVERSPRAY OR ANY OTHER DAMAGE.
D. APPLICATION: IN ACCORDANCE WITH MANUFACTURERS DIRECTIONS.
9A-6 PRIMING, BACKPRIMING ETC.:
A. EXTERIOR MILLWORK: BACK AND END PRIME BEFORE ERECTION.
FACE PRIME BEFORE OR IMMEDIATELY AFTER ERECTION. BACK
PRIMING MAY BE OMITTED ON MEMBERS WHICH ARE PRESSURE TREATED.
B. INTERIOR MILLWORK: BACK AND END PRIME BEFORE ERECTION.
C. CABINET WORK: BACK AND END PRIME OR SEAL BEFORE
INSTALLATION.
D. WOOD DOORS: TOP AND BOTTOM EDGES SHALL RECIEVE 2 COATS OF
SPECIFIED FINISH AFTER FITTING.
SECTION 9A, PAGE 1 OF 2
9A-7. SPECIFIC APPLICATIONS
A. EXTERIOR IRON AND STEEL:
B. GALV. IRON AND STEEL:
C. EXTERIOR WOOD:
D. PAINTED INTERIOR WOOD:
E. CABINETS: (WHERE STAINED)
F. GYPSUM BOARD:
G. EXTERIOR TIN
H. EXISTING INTERIOR
ENAMEL SURFACES
J. WOOD PORCH AND STEPS
K. EXISTING RUSTED METAL
TOUCH UP PRIME COAT WITH METAL PRIMER
TWO COATS EXTERIOR ALYKD PAINT
PRIME WITH ZINC DUST PRIMER.
TWO COATS EXTERIOR ALYKD PAINT
PRIME WITH ALYKD PRIMER COAT
TWO COATS EXTERIOR LATEX HOUSE PAINT
PRIME W/ ALKYD ENAMEL UNDERCOAT (TINT
TO MATCH) 2ND COAT: SEMI -GLOSS ALYKD
ENAMEL
OIL STAIN - RUBBED TO COLOR SELECTED
TWO COATS POLYURATHANE VARNISH
TWO COATS VINYL LATEX (NOTE: DO NOT
USE HEAVY SPRAYED TEXTURE AT
CEILINGS. USE ONLY LIGHT STIPPLE OR
ORANGE PEEL TEXTURE.
TWO COATS HEAVY BODIED ALYKD PAINT
EQUAL TO "RUSTOLEUM"
SAND SMOOTH, CLEAN WITH DEGLOSSER AND
REPAINT AS ABOVE.
THOROUGHLY CLEAN SURFACES
TWO COATS URETHANE BASED PORCH AND
DECK ENAMEL
REMOVE LOOSE MATERIAL
PRIME WITH URETHANE MODIFIED OIL BASE
PAINT PRIMER EQUAL TO BRUNING
"SILATHANE"
PAINTING 9A, PAGE 2 OF 2
SECTION 9B
DRYWALL INTERIOR FINISH
9B-1 SCOPE OF WORK
A. EXTENT: FURNISH ALL MATERIALS, LABOR AND EQUIPTMENT REQUIRED OR
INCIDENTAL TO APPLICATION OF ALL GYPSUM BOARD FINISHES NECESSARY TO
COMPLETE BUILDING.
9B-2 MATERIAL:
A. U.S.G. "SHEETROCK" OR NGC "GOLD BOND" GYPSUM WALL BOARD, 1/4",
1/2" AND 5/8"THICK, 4'-0" WIDE SHEETS WITH TAPERED EDGE, LENGTHS AS
PRACTICAL TO WORK OUT WITH MINIMUM JOINTS. DELIVER TO JOB IN
ORIGINAL UNBROKEN CONTAINERS AND PROTECT FROM ELEMENTS AND OTHER
DAMAGE.
USE 1/2 CEMENT BOARD ("DURAROCK" OR EQUAL) IN DAMP LOCATIONS. 1/2"
INCH THICK AT 16" STUD SPACING. APPLY HORIZONTALLY WITH EDGE SPACED
A MINIMUM OF 1/4" ABOVE THE LIP OF THE TUB, LIP OF THE SHOWER
RECEPTER OR SUB -PAN.
C. EXTERIOR SHEATHING: EXTERIOR GRADE GYPSUM BOARD SHEATHING
CONFORMING TO A.S.T.M. C79. 1/2" THICK AT 16" STUD SPACING OR 5/811
THICK AT 24" STUD SPACING.
9B-3 INSTALLATION: APPLY VERTICALLY ON WALLS IN ONE PIECE FLOOR TO
CEILING AT WALLS, ALL JOINTS ON BEARING. NAIL ALONG EACH BEARING 811
O.C., WITH GWB-54, 1 1/4" ANNULAR RING, 1/4" HEAD, MEDIUM DIAMOND
POINT NAIL IN WOOD OR 1 1/4" RUST RESISTANT STEEL, BUGLE HEADED GYP.
BOARD SCREWS.
9B-4 JOINT TREATMENT: IN STRICT ACCORDANCE WITH MANUFACTURERS
RECOMMENDATIONS, USING PERF-A-TAPE, JOINT CEMENT AND TOPPING.
REINFORCE ALL EXTERNAL CORNERS WITH STANDARD GALVANIZED CORNER BEADS
WITH 1" WINGS. PROVIDE NO. 300 PREF-A TRIM WHERE SHEET ROCK STOPS
AGAINST MASONRY WALLS. FINISHED SURFACE SHALL BE SMOOTH AND
UNIFORMLY FLAT.
SECTION 9B, PAGE 1 OF 1
SECTION 15A.
PLUMBING
15A-1. GENERAL CONDITIONS: THE CONTRACTOR SHALL BE FAMILIAR WITH ALL
DIVISIONS OF THE WORK TO ASSURE PROPER COORDINATION.
15A-2. SCOPE OF THE WORK:
(A) THE WORK COVERED BY THIS SECTION CONSISTS OF PROVIDING ALL
MATERIALS, LABOR, AND EQUIPMENT REQUIRED FOR A COMPLETE PLUMBING
INSTALLATION. THE WORK INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING
ITEMS:
1. COLD WATER SUPPLY PIPING
2. SOIL, WASTE AND VENT PIPING
3. HOSE BIBBS
4. WATER HEATERS AND HOT WATER PIPING
5. ALL METERS
6. TEMPORARY SERVICE CONNECTIONS
(B) THE ENTIRE WORK MUST BE EXECUTED IN A NEAT AND WORKMANLIKE
MANNER, ACCORDING TO THE TRUE INTENT AND MEANING OF THE
SPECIFICATIONS. EVEN THOUGH EVERY ITEM OF THE WORK OR MATERIALS
INVOLVED IS NOT SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL FURNISH
SAME FOR A COMPLETE SYSTEM.
(C) ALL WORK DONE UNDER THIS PORTION OF THE CONTRACT SHALL BE IN
STRICT ACCORDANCE WITH THE APPLICABLE DIVISIONS OF THE PLUMBING CODE
IN EFFECT IN THIS LOCALITY. NOTHING IN THESE SPECIFICATIONS OR PLANS
SHALL VOID THE REQUIREMENTS OF MEETING THE PLUMBING REGULATIONS OF
THIS CITY.
(D) THE CONTRACTOR FOR THE PLUMBING WORK SHALL FURNISH ALL TOOLS,
MACHINERY, HOISTS AND OTHER MEANS OF PROPER HANDLING OF THIS WORK.
15A-3. PERMITS: THE CONTRACOR SHALL SECURE AND PAY FOR ALL PERMITS
AND INSPECTIONS BY THE CITY, COUNTY AND STATE AUTHORITIES WHICH ARE
REQUIRED IN CONECTION WITH THIS WORK.
15A-4. PLANS AND SPECIFICATIONS:
THE CONTRACTOR MUST CHECK ALL MEASUREMENTS AND LOCATIONS OF PIPE,
FITTINGS AND EQUIPMENT WITH THE DETAIL AND ARCHITECTURAL DRAWINGS AND
LAY OUT HIS WORK AT THE BUILDING SO THAT ALL PARTS OF HIS WORK WILL
FIT IN WITH OTHER PARTS OF THE BUILDING.
BEFORE SUBMITTING PROPOSALS, EACH BIDDER SHALL VISIT THE SITE AND
FULLY FAMILIARIZE HIMSELF WITH ALL JOB CONDITIONS AND SHALL BE FULLY
INFORMED AS TO THE EXTENT OF HIS WORK. NO CONSIDERATION WILL BE
GIVEN AFTER BID OPENING DATE FOR ALLEGED MISUNDERSTANDING AS TO THE
REQUIREMENTS OF WORK INVOLVED IN CONNECTING TO THE EXISTING PIPES OR
AS TO REQUIREMENTS OF MATERIALS TO BE FURNISHED.
SECTION 15A, PAGE 1 OR 4
15A-5. EXCAVATION, TRENCHING AND BACKFILLING:
(A) DO ALL EXCAVATING NECESSARY FOR SANITARY SEWERS, STORM DRAINS,
WATER SUPPLY PIPING, GAS PIPING, ETC. BACKFILL ALL SUCH TRENCHES AND
EXCAVATIONS AFTER WORK HAS BEEN INSTALLED AND TESTED, REMOVING ALL
SURPLUS EARTH TO SUCH POINT AS MAY BE DIRECTED. EXCAVATION SHALL BE
KEPT FREE FROM WATER BY PUMPING IF NECESSARY.
(B) SEWER AND DRAIN TRENCHES WILL BE MADE TRUE TO GRADE BY MEANS OF
SUBSTANTIAL AND ACCURATELY SET BATTER -BOARDS NOT MORE THAN FIFTY (50)
FEET APART WITH A TAUT CORD OR WIRE STRETCHED BETWEEN THEM. CARE
WILL BE EXERCISED TO INSURE THAT THE PIPE IS BEDDED ON UNDISTURBED
EARTH OR SB2.
(C) IN AREAS COVERED BY SLAB OR PAVING, THE SEWER OR WATER PIPE
TRENCH WILL BE CAREFULLY BACKFILLED WITH EARTH FREE FROM BRICK, ETC.,
TO A DEPTH OF ONE-HALF THE PIPE DIAMETER AND THEN FIRMLY PUDDLED AND
TAMPED IN SUCH A MANNER AS NOT TO DISTURB THE ALIGNMENT OR JOINTS OF
THE PIPE. THEREAFTER, THE BACKFILL SHALL BE PUDDLED AND TAMPED EVERY
VERTICAL FOOT. NO CLODS, BRICK, STONES, ETC., SHALL BE PLACED IN THE
TRENCH UNTIL THE PIPE HAS ONE FOOT COVER.
15A-6. WORKMANSHIP: ALL WORKMANSHIP PERFORMED UNDER THIS SECTION
SHALL BE EXECUTED IN A FIRST CLASS MANNER IN ACCORDANCE WITH -THE BEST
PRACTICES OF THE TRADE.
15A-7. QUALITY OF MATERIALS: ALL MATERIALS AND FIXTURES USED IN THIS
WORK SHALL BE FIRST GRADE IN EVERY RESPECT. ALL PIPE AND FITTINGS
SHALL CONFORM TO THE ASTM STANDARD SPECIFICATIONS FOR PIPE OF EACH
MATERIAL
15A-8. SANITARY PIPING:
(A) A SYSTEM OF SOIL, WASTE AND VENT PIPING SHALL BE FURNISHED AND
INSTALLED, CONNECTING ALL PLUMBING FIXTURES, EQUIPMENT AND -FLOOR
DRAINS TO THE CITY SEWER.
(B) VENT FLASHING: VENTS EXTENDING THROUGH THE ROOF SHALL BE
FLASHED WITH SHEET LEAD WEIGHING NOT LESS THAN 4 LBS. PER SQUARE
FOOT. THE BASE OF THE FLASHING SHALL NOT BE LESS THAN 18" X 18".
FLASHING SHALL BE COORDINATED WITH THE ROOFING CONTRACTOR.
(C) CLEANOUTS: PROVIDE ACCESSIBLE CLEANOUTS OF FULL OPENING WITH
BRASS PLUG COVER, AT ENDS OF SOIL LINES, AT CHANGE OF DIRECTION AND
WHERE SHOWN ON DRAWINGS. CLEANOUTS IN FLOORS SHALL BE ZURN NO.
A-1326, OR APPROVED EQUAL. CLEANOUTS IN WALLS SHALL BE ZURN NO.
Z-1320, OR APPROVED EQUAL, WITH STAINLESS STEEL COVER PLATES.
15A-9. COLD WATER PIPING:
(A) CONNECT TO THE CITY WATER MAIN, INSTALL METER AS INDICATED OR
REQUIRED AND EXTEND COLD WATER PIPING TO THE BUILDING AND TO ALL
PLUMBING FIXTURES.
(B) PAY ALL COSTS REQUIRED IN CONNECTION WITH THE WATER SERVICE AND
SECTION 15A, PAGE 2 OF 4
METER INSTALLATION.
(C) HOT AND COLD WATER PIPING SHALL BE AS FOLLOWS: COPPER TUBING
SHALL BE USED FOR ALL HOT AND COLD DOMESTIC WATER LINES. TYPE "L"
TUBE SHALL BE USED ABOVE THE GROUND AND TYPE "K" TUBE SHALL BE USED
BELOW THE GROUND FLOOR SLAB. SWEAT FITTINGS MAY BE EITHER CAST BRASS
OR WROUGHT COPPER. SOLDER JOINTS SHALL BE CLEANED WITH STEEL WOOL OR
EMERY CLOTH BEFORE APPLYING SOLDERING PASTE (FLUX).
15A-10. PIPE COVERING:
(A) ALL COLD WATER PIPING SHALL BE INSULATED WITH OWENS-CORNING
PREFORMED FIBERGLASS OR GUSIN-BASON EXPANDED NEOPRENE FOAM PIPE
COVERING, 3/4" THICK. COLD WATER COVERING SHALL HAVE JOINTS OF
JACKETS SEALED WITH VAPOR BARRIER ADHESIVE AND JOINT SEALER STRIPS.
(B) FITTING INSULATION SHALL BE OF FIBERGLASS, OR EXPANDED FOAM,
MITERED TO FIT SNUGLY.
15A-11. WALL, FLOOR AND CEILING PLATES AND EXPANSION:
(A) FLOOR, WALL AND CEILING PLATES: ALL PIPES PASSING THROUGH THE
FLOORS, WALLS, OR CEILINGS OF FINISHED ROOMS SHALL BE FITTED WITH
CHROME PLATED BRASS FLOOR, WALL OR CEILING PLATES SECURELY FASTENED
IN PLACE.
(B) EXPANSION: PROVIDE FOR EXPANSION AND CONTRACTION TO ALL PIPING
AND MAKE PROPER PROVISIONS SO THAT THERE WILL BE NO UNDUE STRAIN ON
ANY OF THE PIPING OR ANY PART OF THE WORK.
15A-12. FLOOR DRAINS:
(A) FLOOR DRAINS SHALL BE PROVIDED WHERE SHOWN ON THE DRAWINGS, AND
SHALL HAVE CAST IRON TRAPS AND PERFORATED OR SLOTTED.STRAINERS WITH
OUTLETS THE SAME SIZE AS THE WASTE PIPE TO WHICH THEY ARE CONNECTED.
THEY SHALL BE PROVIDED WITH TEMPORARY CLOSURES DURING CONSTRUCTION TO
PREVENT STOPPAGE OF THE LINES.
(B) FLOOR DRAINS SHALL BE JOSAM SERIES 300 OR EQUAL, WITH CAST IRON
BODY AND NIKALOY STRAINER WITH RIM TO MATCH.
(C) EACH FLOOR DRAIN WHERE WATERPROOFING MEMBRANES ARE PROVIDED
SHALL HAVE A CLAMPING OR CAULKING COLLAR FOR MAKING A WATERTIGHT
CONNECTION BETWEEN THE DRAIN AND THE MEMBRANE.
15A-13. PROTECTION OF FIXTURES: IMMEDIATELY AFTER SETTING OF ANY
FIXTURE, EQUIPMENT, FITTINGS OR PIPING, PROTECT IT ADEQUATELY AGAINST
DAMAGE. BE RESPONSIBLE FOR ALL FIXTURES, EQUIPMENT AND PIPING UNTIL
THEY ARE ACCEPTED BY THE OWNER.
AT ALL STAGES OF INSTALLATION, PIPE OPENINGS, FIXTURES AND EQUIPMENT
MUST BE PROTECTED AGAINST THE ENTRANCE OF FOREIGN MATERIALS. ALL
WATER AND GAS PIPING SHALL BE WELL REAMED AFTER CUTTING AND
THOROUGHLY CLEANED OUT BEFORE ASSEMBLY
SECTION 15A, PAGE 3 OF 4
15A-14. SUPPORTS AND HANGERS: HORIZONTAL SOIL WASTE AND VENT PIPING,
EXCEPT THAT RESTING ON SOLID NATURAL GROUND, SHALL BE SUPPORTED NEAR
THE JOINTS AT INTERVALS OF NOT OVER FIVE FEET. HORIZONTAL -WATER AND
GAS PIPING SUSPENDED FROM BUILDING CONSTRUCTION SHALL BE SUPPORTED AT
INTERVALS OF NOT MORE THAN EIGHT FEET.
15A-15. TESTS: INACCORDANCE WITH LOCAL CODES OR AS FOLLOWS:
(A) ALL TESTS SHALL BE PERFORMED AS FOLLOWS:
1. ALL OPENINGS SHALL BE PLUGGED TIGHT, THE ENTIRE SYSTEM FILLED WITH
WATER TO THE POINT OF OVERFLOW AND HELD FOR AT LEAST ONE HOUR BEFORE
THE INSPECTION AND SHALL REMAIN FULL DURING THE TEST WITHOUT LEAKAGE.
EACH VERTICAL STACK WITH ITS BRANCHES MAY BE TESTED SEPARATELY, BUT
IN NO CASE SHALL ANY PORTION OR PART BE TESTED WITH LESS THAN A TEN
FOOT HEAD OF WATER.
2. TEST OF WATER SUPPLY SYSTEMS: DISCONNECT AND CAP ALL OUTLETS TO
PLUMBING FIXTURES AND ALL OTHER EQUIPMENT NOT DESIGNED FOR THE FULL
TEST PRESSURE. FILL THE SYSTEM WITH WATER AND AFTER CHECKING TO SEE
THAT ALL TRAPPED AIR IS ELIMINATED FROM THE SYSTEM, APPLY A
HYDROSTATIC PRESSURE OF 100 LBS. PER SQUARE INCH. HOLD THE TEST
PRESSURE UNTIL INSPECTION IS COMPLETED. ALL PIPING THROUGHOUT SHALL
BE TIGHT UNDER TEST.
3. TEST OF GAS SYSTEM: APPLY TWENTY-FIVE (25) PSI AIR TEST FOR A
TWENTY-FOUR HOUR PERIOD WITHOUT PRESSURE LOSS THROUGH LEAKAGE.
15A-16. CLEANING AND ADJUSTING: UPON COMPLETION OF WORK, CLEAR ALL
DRAINS, TRAPS, PIPE LINES AND PLUMBING FIXTURES, ADJUST ALL VALVES,
PACK STUFFING BOXES, REMOVE ALL RUBBISH AND LEAVE ALL WORK IN A
FINISHED, CLEAN AND SATISFACTORY CONDITION.
15A-17. GUARANTEE: THE PLUMBING CONTRACTOR SHALL GUARANTEE HIS WORK
AND SHALL MAKE GOOD WITHOUT COST TO THE OWNER ANY DEFECTS IN
MATERIALS OR WORKMANSHIP WHICH MAY DEVELOP WITHIN THE PERIOD OF ONE
YEAR FROM THE DATE OF COMPLETION AND ACCEPTANCE OF THE WORK BY THE
OWNER. DEFECTS OF ITEMS FURNISHED BY THE OWNER ARE NOT INCLUDED IN
THE GUARANTEE.
15A-18. PLUMBING FIXTURES
(A) INSTALL ALL FIXTURES INDICATED, LISTED OR SPECIFIED AND FIXTURES
AND FITTINGS NECESSARY TO COMPLETE THE SYSTEM, WHETHER SPECIFICALLY
MENTIONED OR NOT, IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATION.
CONNECT ALL FIXTURES AND EQUIPMENT, DRAINS, ETC., EXCEPT AS OTHERWISE
SHOWN OR SPECIFIED, TO SUPPLY LINES AND WASTE AND VENT LINES.
ROUGH -IN FOR ALL FIXTURES, FITTINGS, EQUIPMENT, ETC., AS SHOWN ON THE
DRAWINGS, WHETHER FURNISHED UNDER THIS CONTRACT OR NOT.
SECTION 15A, PAGE 4 OF 4
SECTION 15B
HEATING, VENTING & AIRCONDITIONING
15B-1 THE WORK: THE WORK OF THIS SECTION SHALL INCLUDE COMPLETE
HEATING, YEAR-ROUND AIR CONDITIONING AND VENTILATION SYSTEMS,
INCLUDING THE FURNISHING AND INSTALLATION OF THERMOSTATS. THE WORK
SHALL CONFORM WITH ALL MUNICIPAL, STATE AND FEDRAL REGULATIONS
AFFECTING THE WORK AND TO THE NATIONAL BOARD OF FIRE UNDERWRITERS
AND THE ARKANSAS INSPECTION AND RATING BUREAU. ALL MATERIALS SHALL
BE NEW AND ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A
PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE OF THE ENTIRE
PROJECT.
THE ELECTRICAL SYSTEM SHALL BE 3 WIRE, SINGLE PHASE, 120/240 VOLTS,
60 CYCLE, ALTERNATING CURRENT.
ARRANGE DUCT WORK GENERALLY AT SHOWN ON MECHANICAL PLAN. GET OWNERS
APPROVAL OF PROPOSED CHANGES.
AUTOMATIC CONTROLS SHALL PROVIDE HEATING AND COOLING AT THE
APPROPRIATE SEASON AND SHALL ALSO BE SO ARRANGED THAT VENTILATION
CAN BE OBTAINED AT ALL TIMES. THE SYSTEM SHALL BE COMPLETE WITH
ELECTRIC CONTROL SYSTEM, OPERATION SHALL BE AUTOMATIC, NOISELESS,
PERFECT IN CIRCULATION AND OF AMPLE CAPACITY TO HEAT AND COOL ALL
ROOMS AND PASSAGES.
EQUIPTMENT SHALL BE SUPPLIED WITH FILTER GRILLS, SHALL HAVE AN
EXPANSION VALVE ON THE COOLING COIL, VALVES ON BOTH SIDES OF THE
COMPRESSOR, TIME GUARD CIRCUIT TO PREVENT RECYCLING OF THE
COMPRESSOR IN PERIODS SHORTER THAN 5 MINUTES, SIGHT GLASS AND
MOISTURE INDICATOR, A SUBCOOLING EFFECT IN THE CONDENSOR AND THE
REFRIGERANT SHALL BE R-22 OR EQUAL. INSULATE SUCTION LINE WITH 3/4"
"RUBATER" OR EQUAL.
DUCTWORK SHALL BE COMPLETE WITH GRILLES, REGISTERS, DIFFUSERS,
DEFLECTION DEVICES, TURNING VANES, CONTROLLING DEVICES, SPLITTERS,
ETC.. GRILLES SHALL BE ADJUSTABLE AND VOLUME CONTROLABLE. INSULATE
WITH MINIMUM 2 LB DENSITY. FABRICATE DUCTS INACCORDANCE WITH ASHRAE
GUIDE, LATEST EDITION.
ALL EQUIPMENT IS TO BE INSTALLED IN STRICT ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS SUPPLIED WITH THE UNITS.
PAGE 1 OF 1
SECTION 16A
ELECTRICIAL
16A-A CODES: ALL WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL
CODE, LATEST EDITION, AND THE NATIONAL ELECTRICAL SAFETY CODE WHEN
NOT IN CONFLICT WITH LOCAL CODES OR ORDINANCES. PAY ALL FEES
REQUIRED BY GOVERNING INSPECTING AGENCY. PROVIDE CERTIFICATES OF
APPROVAL FROM INSPECTION AGENCY.
16A-2 EXTENT: PROVIDE ALL ITEMS REQUIRED FOR A COMPLETE OPERATING
ELECTRICAL SYSTEM.
16A-3 SHOP DRAWING: SUBMIT 4 BROCHURES OF SHOP DRAWINGS AND
DESCRIPTIVE DATA OF ALL MATERIAL, EQUIPMENT AND FIXTURES FOR
APPROVAL WITHIN 15 DAYS AFTER CONTRACT IS LET.
16A-4 MATERIALS AND WORKMANSHIP: MATERIALS SHALL BE NEW AND LISTED
BY UNDERWRITERS LABORATORIES, INC. ALL WORK SHALL BE EXECUTED IN
WORKMANLIKE MANNER AND PRESENT NEAT AND MECHANICAL APPEARANCE WHEN
COMPLETED.
16A-5 EXCAVATION AND BACKFILL: REFER TO SECTION 2A, SITEWORK.
16A-6 CUTTING AND PATCHING: LAY OUT ALL OPENINGS, RECESSES, CHASES
AND INSTALL ALL SLEEVES AS WORK PROGRESSES. CUTTING AND PATCHING
REQUIRED DUE TO INACCURACIES, DELAY IN LOCATION OR OMMISSION SHALL
BE ACCOMPLISHED BY THE PARTICULAR TRADE INVOLVED AT THIS CONTRACTORS
EXPENSE.
16A-7 WORK AND MATERIALS:
A. CONTROL WIRING BY MECHANICAL CONTRACTOR.
B. STARTERS, MOTORS, VALVES, ETC. FOR MECHANICAL EQUIPMENT
SHALL BE FURNISHED BY MECHANICAL CONTRACTOR FOR
INSTALLATION BY ELECTRICAL CONTRACTOR.
C. FURNISH ALL MATERIALS FOR AND MAKE POWER CONNECTIONS TO
MECHANICAL EQUIPMENT.
16A-8 TEMPORARY WIRING: FURNISH ALL TEMPORARY WIRING FOR POWER AND
LIGHTING.
16A-9 MAIN SERVICE DISTRIBUTION: PROVIDE MAIN DISCONNECT SWITCH AND
DISTRIBUTION PANEL EQUAL TO GENERAL ELECTRIC, WESTINGHOUSE OR
SQUARE-D. PROVIDE SWITCHES IN ACCORDANCE WITH LOCAL POWER COMPANY.
16A-11 PANELS: SHALL HAVE PERMANENT CIRCUIT MARKINGS AND TYPE
WRITTEN DIRECTORY CARDS SHOWING EQUIPMENT AND AREAS CONTROLLED BY
BRANCH CIRCUTS.
16A-12 FUSES: FURNISH COMPLETE SET OF BUSS FUSETRONS FOR ALL
FUSIBLE SWITCHES.
16A-13 WIRING: INSTALL RIGID GALVANIZED STEEL CONDUIT OR ELECTRICAL
SECTION 16A, PAGE 1 OF 2
METALLIC TUBING WITH CONDUCTORS OF TYPE AND SIZE PER N.E.C..
NON-METALLIC SHEATHED CABLE MAY BE USED WHERE ALLOWED BY LOCAL
REGULATIONS (CONFIRM PRIOR TO BIDDING). WIRING SHALL BE COPPER 600V
INSULATED AS APPROPRIATE. WIRE SHALL BE NATIONAL, SIMPLEX, ANACONDA
OR EQUAL.
16A-14 BRANCH CIRCUT WIRING: CONNECT TO PANEL BOARD TO GIVE EVENLY
BALANCED LOAD TO FEEDER SUPPLYING THE PANEL BOARD.
16A-15 OUTLET BOXES (CONCEALED): FLUSH MOUNTED WITH SURFACE
APPROPRIATELY SIZED FOR INTENDED PURPOSE, MADE OF GALVANIZED OR
SHERARDIZED SHEET STEEL, EQUAL TO APPLETON, STEEL CITY OR RACO.
16A-16 WIRING DEVICES: EQUAL TO ARROW -HART, BRYANT, HUBELL, SIERRA,
OR PASS AND SEYMOUR. DO NOT INSTALL DEVICES UNTIL WORK LIKELY TO
DEFACE OR DAMAGE IS COMPLETE. IVORY COLOR UNLESS SHOWN OTHERWISE ON
DRAWINGS.
A. RECEPTACLES: BAKELITE, 15 AMP, 125 VOLTS WITH GROUNDING
TERMINALS. UNLESS SHOWN OTHERWISE ON DRAWINGS MOUNT 18"
ABOVE FLOOR.
B. WALL SWITCHES: SPECIFICATION GRADE, BAKELITE, 15 AMP,
120-277 VOLT AC. UNLESS OTHERWISE SHOWN MOUNT 4'-00
ABOVE FLOOR.
C. PLATE: APPROPRIATE FOR TYPE AND SIZE OF OUTLET. TWO OR
MORE DEVICES IN SAME LOCATION SHALL BE COVERED WITH
SINGLE PLATE OF PROPER GANG.
16A-17 LIGHTING FIXTURES: FURNISH AND INSTALL SCHEDULED LIGHT
FIXTURES. END PLATES, JOINTING PLATES, STEMS, PLASTER RING AND ALL
APPURTENANCES NECESSARY FOR A COMPLETE INSTALLATION SHALL BE
FURNISHED AND INSTALLED AS IF SPECIFICALLY SPECIFIED.
A. FLUORESCENT FIXTURES: BALLAST -HIGH POWER FACTOR, CLASS_ P,
E.T.L. APPROVED AND BI-PIN RAPID START TUBES. TUBES:
DAYLIGHT COLOR UNLESS SHOWN OTHER WISE ON DRAWINGS.
B. LAMPS: AS MANUFACTURED BY WESTINGHOUSE, SYLVANIA OR
GENERAL ELECTRIC CO.
C. SUPPORT: PROVIDE ADEQUATE SUPPORT FOR LIGHTING FIXTURES.
16A-18 METERING: OBTAIN FROM LOCAL UTILITY COMPANY METERING
EQUIPMENT AND INSTALL IN ACCORDANCE WITH LOCAL REQUIREMENTS.
MATERIAL AND LABOR NOT PROVIDED BY LOCAL UTILITY CO. SHALL BE
PROVIDED BY ELECTRICAL CONTRACTOR.
SECTION 16A, PAGE 2 OF 2
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