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DIVISION 1 - GENERAL REQUIREMENTS
I.
WORK PERFORMED SHALL COMPLY WITH THE F�LLOWING:`
A. THESE GENERAL NOTES (UNLESS OTHE ISE NOTED ON PLANS OR SPEC)FICATIONS).
B. SOUTHERN STANDARD BUILDING CODE, LATEST EDITION.
C. ALL APPLICABLE LOCAL AND -STATE CODES, ORDINANCES AND REGULATIONS.
2,
ON -SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF
a_.
THE SUB -CONTRACTOR, NOTED DIMENSIONS TAKE PRECEDENT OVER SCALE.
'4
3.
THE GENERAL NOTES AND TYPICAL DETAILS 4PPLY THROUGHOUT THE JOB UNLESS OTHERWISE NOTED
OR SHOWN.
4
PRR>
4.
DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE ALL DRAWINGS; WHEN IN THE
"Al
OPINION OF THE C,gNTRAETOR A DISCREPANCY EXISTS HE SHALL PROMPTLY REPORT 4 TO THE
+.
ARCHITECT FOR PROPER ADJUSTMENT BEF RE PROCEEDING
Q CE D I NG WITH TH THE WORK.
~"'
5:
OMISSIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN'J
I
ON THE DRAWINGS, THEN THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR `SIMILAR
�•',
CONDiFIONS THAT ARE SHOWN OR NOTED.
6.
ALTERING STRUCTURAL MEMBERS: NO STRUCTURAL MEMBER SHALL BE OMITTED, NOTCHED, CUT,
5
BLOCKED OUT, OR RELOCATED WITHOUT PRIOR APPROVAL BY THE ARCHITECT.
DIVISION 2 - SITEWORK
6'
I.
FOOTINGS SHALL REST ON FIRM NATURAL SOIL OR APPROVED COMPACTED FILL (SEE NOTE,DIV,2,#8)
7.
2,
FILL UNDER BUILDING: COMPACTED CLEAN SAND. NOT MORE THAN 10 PERCENT BY WEIGHT PASSING
NO. 200 SIEVE. ROCK WASHINGS NOT ACCEPTABLE
i
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DIVISION 5 - METALS 18. EXTERIOR TRELLIS BEAMS AND THEIR SUPPORT BEAMS SHALL BE RESAWN CYPRESS OR RESAWN QIVLSION 10 - SPECIALTIES `
CEDAR OR AS APPROVED BY THE ARCHITECT
STRUCTURAL STEEL AND MISCELLANEOUS IRON SHALL CONFORM TO ASTM A-36, AND SHOP COATED
WITH A RUSTIH
T - N IBA 1VE NON LEAD PRIMER.
19.
PLASTIC LAMINATES SHALL BE GENERAL PURPOSE GRADE-10 SHEETS WITH SUEDE FINISH THAT
CONFORMS TO FEDERAL SPECIFICATION L-P-508f, AS MANUFACTURED BY FORMICA C RP. OR
PREVENTION OF ELECTROLYSIS: WHERE ALUMINUM WILL CONTACT CONCRETE, MORTAR OR PLASTER
APPROVED EQUAL. USE 3/4" EXTERIOR GRADE PLYWOOD BACKUP OR APPROVED PAR CLE BOARD.
THE CONTACT SURFACE OF THE METAL SHALL BE SEPARATED USING ONE HEAVY COT F
A 0 ALUMINUM
PLASTIC LAMINATE COUNTERTOPS SHALL"INCLUDE A 4" HIGH BACKSPLASH. COLOTO BE
PIGMENTED ASPHALT PAINT ON EACH SURFACE.
SELECTED BY OWNER.
TIE DOWN RAFTER ANCHORS SHALL BE AS MANUFACTURED BY TECO OR APPROVED EQUAL WHERE ROOF
I'
DIVISION 7 - MOISTURE PROTECTION
RAFTERS OR TRUSSES BEARING ON WOOD FRAME CONSTRUCTION OR TIE BEAMS PER SEC. 1408,2
I.
ROOF COVERING:
PALM BEACH COUNTY BLDG. CODE.
A,- ROOF COVERING SHALL BE CLASS "A" O.R-"B", AS DEFINED BY THE UNDERWRITERS
JOIST HANGERS:
LABORATORIES, INC, AND SHALL MEET LOCAL AND STATE CODES, ORDINANCES. ND REGULA-
A, PURLINS, JOISTS, AND BEAMS NOT FRAMED OVER SUPPORTING MEMBERS SHALL BE SUPPORTED
TIONS PER SECTION 706.3 PALM BEACH COUNTY BLDG. CODE.
BY MEANS OF 18 GA. STEEL JOIST HANGERS, AS MANUFACTURED BY TECO OR APPROVED EQUAL.
B. ROOFING - PITCHED ROOFS:
CONCRETE TILE SHALL BE INSTALLED OVER 90# MINERAL SURFACE ROOFING, TINTAGGED TO
B.- JOIST HANGERS FOR 2,X FRAMING MEMBERS SHALL BE "TYPE 28" UNLESS OTHERWISE NOTED.
SOLID SHEATHING OVER 30# ASPHALT FELT,
NAILS TO BE IOd TYPE,
C. J}OIST'HANGERS FOR 3 X FRAMING MEMBERS SHALL BE TYPE 36 UNLESS OTHERWISE NOTED,
vw,'
C. ROOFING - BUILT-UP ROOFS WITH GRAVEL SHALL BE OF HOT ASPHALT, BUILT-UPTYPE WITH
NAILS TO BE 20d TYPE.
4 LAYERS OF 15 FELT. COVER WITH 40# PER SQUARE HOT ASPHALT AND 400# PER SQUARE
D. JOIST HANGERS FOR 4 X'FRAMING MEMBERS SHALL BE "TYPE 46" UNLESS OTHERWISE NOTED.
GRAVEL:
NAILS TO BE 20d TYPE.
2.
INSULATION: CEILING INSULATION SHALL BE 6" BATT TYPE WITH INTEGRAL VAPOR BARRIER1o2
9-11 EGtuIVAI.ENT'•
STRAP ANCHORS AND BEARING PLATES SHALL BE HOT -DIP GALVANIZED.
3.
FLASHINGS: (PER SECTION 706.4 PALM BEACH COUNTY BLDG. CODE)
POST ANCHORS AND POST CAPS SHALL BE AS MANUFACTURED BY TECO OR APPROVED EQUAL.
A. SHEET METAL: 16 OZ. COPPER, .019" GALVANIZED IRON OR .019" ANODIZED OR E.S.P.
ALUM.INUM'FOR VALLEY FLASHINGS, COUNTER- FLASHINGS, AND VERTICAL WALL SURFACE TO
FASTENINGS: OF SAME MATERIAL, COLOR AND FINISH AS METAL TO WHICH APPLIED UNLESS
ROOF INTERSECTIONS. OVERLAP JOINTS AND SEAMS IN THE DIRECTION OF THE FLOW OF
'�
OTHERWISE INDICATED, PROVIDING SECURE AND ADEQUATE ANCHORAGE FOR PURPOSE INTENDED IN t
1
.
WATER AND MAKE WATERTIGHT,
B: FELT FLASHING: WIDTH AND WEIGHT OF FELT FLASHING AS THE CONDITION REQUIRES, AND
ALL INSTANCES.
AS APPROVED BY THE BUILDING INSPECTOR, FELT FLASHING TO BE ASPHALTIC MEMBRANE
WATERPROOFING FABRIC
DIVISION 6 - CARPENTRY
C.
FASTENERS AND ACCESSORIES: FASTENERS TO BE GALVANIZED OR BETTER FOR RUST PREVENTIVE
3,
FILL FOR ROUGH GRADING AND UNDER SIDEWALKS: CLEAN PIT ROCK AND/OR SAND CONTAINING MINI-
F"f
QUALITY EXCEPT ON COPPER WHERE THEY SHALL BE OF COPPER OR COPPER ALLOY.
MUM 60„ SAND WITH NO ,ROCK LARGER THAN WILL PASS THROUGH A 2-1/2" RING.
I. LUMBER USED SHALL BE IDENTIFIED BY THE GRADE MARK OF AN APPROVED LUMBER GRADING,, OR
D.
FLASH AND COUNTERFLASH AT ROOF TO VERTICAL WALL CONDITIONS.
INSPECTION BUREAU OR AGENCY. STRESS -GRADE LUMBER SHALL CONFORM TO THE "NATIONAL DE-
E.
FLASH EXTERIOR OPENINGS WITH APPROVED WATERPROOF BUILDING PAPER TO EXTEND AT
4.
CLEARING: REMOVE ORGANIC AND OTHER MATERIALS, INCLUDING DESIGNATED TREES,
SIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS;' - LATEST ED171DN, t
*t.
LEAST 3" UNDER THE BUILDING PAPER BEHIND THE WALL FINISHED SURFACE.
ROOTS, ETC. FROM THE ENTIRE SITE. AREAS TO BE COVERED BY BUILDINGS, SLABS ON FILL, AND
AREAS TO BE
ALL STRUCTURAL FRAMING MEMBERS TO BE 1,200 PSI MINIMUM EXTREME FIBER STRESS IN.BENDIN,_.`
'
ALL AREAS UNDER SIDEWALKS AND PAVING SCARIFIED TO A MINIMUM DEPTH OF 6" AND AS OTHER-
2.
v 4. CAULKING
AND SEALANTS:
WISE REQUIRED TO REMOVE STUMPS, ROOTS, ETC. COMPLETE WORK BEFORE STARTING FOUNDATION
MANUFACTURE OF THE STRUCTURAL GLUED LAMINATED TIMBER SHALL CONFORM TO THE MANUFAC-.d
, A. BUTYL BASE SEALANT SHALL BE USED UNDER EXTERIOR DOOR THESHOLDS AND SHALL BE AS
WORK. REMOVE ALL TRASH AND OTHER DELETERIOUS MATERIALS FROM SITE AND STOCKPILE APPROVED
G REQUIREMENTS OF THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION STANDARDS,+ALTO
'
MANUFACTURED BY DAP, INC.: TREMCO. MFG. CO. OR APPROVED EQ4JAL,
MATERIALS FOR SITE GRADING.
100,
100, AND STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED, LAMINATED TIMBER AITC 117-71.
Y B.
11
CAULKING SHALL BE OLEORESINOUS BASE COMPOUND AS MANUFACTURED BY THE ABOVE
ALL SUCH TIMBER SHALL HAVE A MINIMUM RESISTIVE BENDING STRENGTH OF 21500 P.S.I.
MANUFACTURERS.
5.
EXCAVATION: EXCAVATE FOOTING TRENCHES TO DEPTHS INDICATED ON STRUCTURAL DRAWINGS AND
3, FRAMING, SHALL BE DONE
C.
CAULKING AND SEALANTS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANU-
DETAILS. RELOCATE EXCAVATED MATERIAL-, BACKFILL UNDER FOUNDATION IS STRICTLY
IN A WORKMANLIKE MANNER BY SKILLED MECHANICS: w
F/�CTURER'S INSTRUCTIONS, +
PROHIBITED OTHER THAN FOR SPECIAL SYSTEMS AS DESIGNED.
A. NAILING SHALL CONFORM TO TABLE 1704.1 NAILING SCHEDULE OF THE SOUTHERN STANDARD
BUILDING CODE.
JDIVISION
6
B. PROVIDE DOUBLE TRIMMERS EACH SIDE OF DOOR OPENINGS EXCEPT AT BIFOL S S
8 - DOORS, WINDOWS AND GLASS
FILLING AND BACKFILLING: PLACE FILL UNDER SLABS IN LAYERS NOT MORE THAN 12!' THICK.
6'-0" WHICH ARE SINGLE PER SECTION 1705.4 SOUTHERN STANDARD pE S THAN
COMPACT TO A MINIMUM OF NINETY-FIVE PERCENT (95%) OF MAXIMUM DENSITY AT OPTIMUM
BLDG. ODE
MOISTURE AS DETERMINED ASTM PLACE FILL OUTSIDE OF BUILDINGS IN LAYERS NOT
C
C. ALL POST TO BEAM CONNECTIONS SHALL BE "TECO" OR EQUAL UNLESS OTHERWISE DETAILED,
MORE THAN 12" THICK. WATER AND COMPACT EACH LAYER TO A SOLID MASS EQUAL TO
AND C
D. PROVIDE CROSS VENTILATION AF ATTIC AND ENCLOSED RAFT ER J OAST SPACES EQUAL TO
SURROUNDING UNDISTURBED SOIL
1/150 OF AREA TO BE VENTILATED WITH 3" SCREEN:VENTS AT EAVES.
F. ROOF SHEATHING 5/8" PLYWOOD SHEATHING, STRUCTURAL II, q p•q #g�-1�� 'G_�'
7.
PROVIDE GROUND POISONING PER FHA M.P.S. UNDER ENTIRE SURFACE OF FLOOR, PATIO AND
PTE2'1014 C7-CApe I WITH TRUSSES OR ROOF JOISTS PLACED 2'-0" OR LESS O.C.
STOOP SLABS AND BOTH SIDES OF FOUNDATION WALLS.
PER PLANS.F.
SOFFIT MATERIALS TO BE EXPANDED LATH AND STUCCO.
8.
MINIMUM BEARING CAPACITY OF SOIL AT ALL FOUNDATIONS TO BE 2,500 P.S.F.
G. CUTTING OF WOOD BEAMS, JOIST AND RAFTERS SHALL BE IN ACCORDANCE WITH 1705,3
OF THE SOUTHERN STANDARD BUILDING CODE.
DIVISION 3 - CONCRETE & FOUNDATIONS
H. ALL CONNECTORS REFER 70 TECO FASTENERS OR EQUAL.
I. ALL LUMBER MEMBERS 2" AND LESS IN THICKNESS SHALL CONTAIN NOT MORE THAN 19%
1.
CONCRETE TO BE MACHINE MIXED WITH A MAXIMUM OF 6-I/2 GALLONS OF WATER PER 94 LB.SACK
MOISTURE AT THE TIME OF PERMANENT INCORPORATION IN A BUILDING OR STRUCTURE
OF CEMENT, A MINIMUM OF 5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE. CONCRETE.TO
PER SECTION 1700.5 OF SOUTHERN STANDARD BUILDING CODE.
J. flu. HEAaf;6 To �E (2� 2xj2 U `1�ES5 �j1�E�dJ1 S
HAVE A MAXIMUM OF 4" SLUMP,
�djEl�
4,
BRIDGING AND BLOCKING: FLOOR, ATTIC,,AND ROOF FRAMING: THERE SHALL BE NOT LESS THAN
2.
„
4 CONCRETE SLABS SHALL BE POURED OVER 6 X 6 10/10 W.W.M. lapped 6" over
z
ONE LINE OF BRIDGING OF EACH 8 FT. OF SPAN, THE BRIDGING SHALL CONSIST OF NOT LESS
.006"
VISQUEEN MEMBRANE, OVER CLEAN COMPACTED FILL.
1.
THAN I X 3 INCH LUMBER DOUBLE NAILED AT EACH END, OR OF EQUIVALENT METAL BRACING OR
EQUAL RIGIDITY. MIDSPAN BRIDGINGIS REQUIRED FOR FLOOR, ATTIC, OR ROOF FRAMING,
3.
MAINTAIN:
h'
BLOCK SOLID AT ALL BEARING SUPPORTS WHERE ADEQUATE LATERAL SUPPORT IS NOT OTHERWISE
A. CONCRETE SLABS MINIMUM 6" ABOVE FINISH GRADE:`
PROVIDED. BLOCK ALL STUD WALLS AT MAXIMUM INTERVALS OF 8 FT, WITH A MINIMUM OF 2 Y
B
B. 6" OF CONCRETE BETWEEN WOOD AND EARTH FILL.
SOLID MATERIAL WITH TIGHT JOINTS. TRUSSED RAFTER SHALL BE BRACED ACCORDING TO SECTI
1707'2i�* SOUTHERN STANDARD BUILDING CODE,
4.
PORTLAND CEMENT SHALL CONFORM TO ASTM DESIGNATION C-150, TYPE I.
5.
BUILT-UP ROOF TRUSSES: PER TRUSS MANUFACTURER AND ENGINEER.
5,
CONCRETE;
A. THE CONCRETE PROPERTIES SHALL BE AS FOLLOWS:
6,
BUILT-UP BEAMS:
A. BUILT-UP BEAMS OR JOISTS FORMED BY A MULTIPLE OF 2 X MEMBERS SHALL BE INTER -
ITEM MIN. COMP, STRENGTH AGGRE. SLUMP
@ MIN, 28 DAYS FOR PSI SIZE
(1) MEMBERS 9-1/2" AND LESS IN DEPTH, INTERNAIL WITH 2 ROWS 20d @ 32" O.C.
STAGGERED.
SLABS & FOOTINGS & TIE BEAMS 2,500 1-1/2" 3-1/2" + I/2"
(2) MEMBERS GREATER THAN 9-1/2" IN DEPTH -OR MULTIPLE 3 X IS: INTERBOLT WITH
ALL OTHER 2,500 3/8" 3-1/2" + 1/2"
I/2" DIAMETER MB. @ 24" O.C. STAGGERED.
B. CONCRETE SLAB ON GRADE SHALL BE CURED.
7.
ALIGNMENT: ALL RAFTERS AND JOISTS FRAMING FROM OPPOSITE SIDES SHALL IAP AT LEAST SI
C. REINFORCEMENT ANCHOR BOLTS, PIPE SLEEVES AND OTHER INSERTS SHALL BE POSITIVELY
INCHES AND BE SPIKED TOGETHER, AND WHEN FRAMING END -TO -END, THEY SHALL BE SECURED
TOGETHER BY METAL STRAPS.
SECURED IN PLACE BEFORE CONCRETE IS PLACED.
D. CONCRETE AND ITS PLACEMENT SHALL BE IN CONFORMANCE WITH ACI 301 AND ACI 318.
B:
INTERIOR BEARING PARTITIONS SHALL BE 2 X 4 WOOD STUDS AT 16" O.C. PROVIDE DOUBLE,
2 X 4 TOP PLATES WITH MIN, 48" LAP; 24" O.C. AND SINGLE TOP PLATE AT NON -BEARING
6,
REINFORCING STEEL:
PARTITIONS, INTERIOR BEARING PARTITIONS SHALL HAVE ONE LAYER OF 5/8" TYPE 'A' GYPsuM
A. REINFORCING STEEL SHALL BE DEFORMED BARS OF INTERMEDIATE GRADE CONFORMING TO ASTM
y
!
SHEATHING TO EACH SIDE OF PARTITION WITH I X 6 LET -IN DIAGONAL BRACING.
SPEC, A-15 AND A-305.
9,
FURRED SOFFITS:
B. DETAILING, FABRICATING AND PLACING OF REINFORCEMENT SHALL BE AT LEAST THE EQUAL OF
A. FURRED SOFFITS SHALL BE CONSTRUCTED WITH 2 X 4 AT 24" O.C. JOISTS HUNG FROM
THAT SET FORTH IN THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINF, CONC.
STRUCTURAL FASCIA & I X 4 NAILER ANCHORED TO MASONRY @ 4'-0" MAXI'MUM,
STRUCTURES," ACI - 315 AND BETTER WHERE REQUIRED BY THE DRAWINGS..
B. FOR LOCATION AND EXTENT OF FURRED AREAS, SEE DRAWINGS. -
C. 'ALL REINFORCING BARS WHICH INTERCEPT PERPENDICULAR ELEMENTS SHALL TERMINATE IN
j,,10.
1!
WOOD PRESERVATIVE: PRESSURE TREAT ALL FRAMING LUMBER, TRUSSED WOOD RAFTERS, -FURRING,
HOOKS, PLACED TWO (2) INCHES CLEAR FROM OUTER FACE OF ELEMENT.
BLOCKING AND ALL LUMBER IN CONTACT WITH MASONRY PER LATEST EDITION OF A.W,P,A.
STANDARD SPEC CI-72 & C2-72 & SECTION 1702,4 & APPENDIX 'C' OF PALM BEACH COUNTY
D. WHERE BARS ARE OFFSET, THE SLOPE OF THE INCLINED PORTION SHALL NOT EXCEED ONE (1)
BUILDING CODE,
IN SIX (6), �4.
rN .
MILLWORK: INSTALL ACCURATELY, IN A NEAT AND WORKMANLIKE MANNER, WITH TIGHT JOINTS y
E. LAP ALL BARS AT SPLICES 40 DIAMETERS AND STAGGF9SPLICES, BARS SHALL BE CONTINUOUS
4,
a
AND TRUE SURFACES, WELL SANDED, SCRIBE ALL CASEWORK AND SHELVING TO ADJOINIIgG
IN LENGTH AS LONG AS POSSIBLE,
"9'
SURFACES. LEAVE WORK FREE FROM ANY VISIBLE DEFECTS. ADJUST ALL HARDWARE FOR PROPER
`
a
FUNCTIONING.
F. SUITABLE DEVICES SHALL BE USED TO HOLD THE REINFORCING IN ITS TRUE HORIZONTAL AND I
.
12.
ROUGH HARDWARE: ANCHORS, SPIKES, NAILS, BOLTS, ETC. GALVANIZED FOR
VERTICAL POSITIONS - THESE DEVICES SHALL BE SUFFICIENTLY RIGID AND NUMEROUS TO
EXTERIOR USE,
PLAIN NAILS AND PRIME COATED ROUGH HARDWARE FOR INTERIOR. FURNISH
-AVOID DISPLACEMENT OF THE REINFORCING DURING THE PLACING OF THE CONCRETE,
AND INSTALL AS
REQUIRED.
G. MINIMUM CONCRETE PROTECTIf)N FOR REINFORCING SHALL BE AS FOLLOWS:
A. 3" WHERE CONCRETE IS DEPOSITED AGAINST
13
SMOOTH SAWN,FINISH - STRUCTURAL MEMBERS; .BASES,;HANDBALL$`, AND WINDOW SILLS.
GROUND.
B. 2" WHERE CONCRETE IS DEPOSITED AGAINST FORMS, BUT ITS SURFACE IS EXPOSED TO
WEATHER OR GROUND.
IALL
RESAWN TEXTURE - ALL EXTERIOR TRIM, FASCIAS, PLANT-ONS, ALL EXPOSED WOOD BEAMS AND
C. 3/4" FOR SLABS AND WALLS NOT EXPOSED TO THE GROUND OR WEATHER.
TRELLIS-.
D. I-1/2" FOR BEAMS AND COLUMNS,
14,
WOOD CONNECTIONS TO BE PAINTED TO MATCH WOOD STAIN OR WALL COLOR.
H. WELDED WIRE FABRICS SHALL CONFORM TO THE REQUIREMENTS OF ASTM DESIGNATION A-185.
I+5.
HURRICANE STRAPS AND CLIPS AND ANCHOR BOLTS:
DIVISION 4 - MASONRY
A. TRUSSES ARE TO BE STRAPPED AT TIE BEAMS AWD BEARING ON METAL PLATES, ALL END
TRUSSES ARE TO BE STRAPPED 24" O.C, TO END WALL PLATE,
I,
CONCRETE MASONRY UNITS: A.S.T."•^.. C90-70, GRADE A.
I
B. EXPOSED RAFTERS ARE TO BE CLIPPED (TECO) TO BEAM AND STRAPPED TO TRUSSES.
_
C. SILLS AT BEARING WALLS TO BE ANCHORED TO SLAB WITH 1/2" ROUND X 10" BOLTS,
2.
STORE MATERIALS UNDER COVER IN DRY PLACE.
4'-0" O.C,
3.
GENERAL: ERECT MASONRY, INCLUDING JOINT REINFORCING AND SET E'OLTS, ANCHORS, INSERTS,
to.
PLYWOOD SHEATHING:
A, PLYWOOD SHALL BE DOUGLAS FIR AND
SLEEVES, AND OTHER ITEMS SPECIFIED ELSEWHERE BUT REQUIRED TO BE SET IN MASONRY. PRO
SHALL BE MANUFACTURED ANY GRADED IN ACCORDANCE
VIDE OPENINGS REQUIRED BY OTHER TRADES, ERECT BLOCK ABUTTING CONCRETE COLUMNS AND:
,.
WITH "PRODUCT STANDARDS PS I-66, FOR SOFT PLYWOOD - CONSTRUCTION AND INDUSTRIAL".
BEAMS BEFORE CONCRETE WORK IS POURED UNLESS OTHERWISE INDICATED. DO NOT USE SQUARE
a
g
B, EACH PLYWOOD SHEET SHAtI_ BEAR THE "DFPA" GRADE.TRADEMARK,
END BLOCKS ABUTTING CONCRETE COLUMNS. WHERE BLOCKS ABUT COLUMNS POUREI) PRIOR TO LAY
C. END JOINTS SHALL BE STAGGERED AND SHALL BUTT ALONG THE CENTER LINES OF FRAMING
ING, USE T-ANCHORS IN DOVETAIL SLOTS EVERY THIRD COURSE OF BLOCK.
}^
MEMBERS.
D. THE FACE GRAIN OF THE PLYWOOD SHALL BE LAID AT
RIGHT ANGLES TO THE JOISTS
4,
�fd
MORTAR MIX: I PART PORTLAND CEMENT, I/2 PART LIME PUTTY, 3-I/2 PARTS ,AND. ASTM C-270
�
q
TRUSSES AND PARALLEL TO THE STUDS.
& ASTM C-91. USE TYPE "M" BELOW GRADE AND TYPE "S" ABOVE GRADE. lHj-
FIRESTOPPING: SOLID WOOD FIRESTOPPING, NOT LESS THAN 2" THICK,
i,
GROUT MIX: I PART CEMENT, 3 PARTS SAND.
SHALL BE PROVIDED TO
CUT VERTICAL AND HORIZONTAL DRAFT OPENINGS AND SHALL BE DONE IN ACCORDANCE
WITH SECTION 1703 OF THE SOUTHERN STANDARD BLDG, CODE,
I. DOORS:
A. EXTERIOR FRONT ENTRY AND GARAGE -TO - HOUSE DOORS SHALL BE 1-3/4" SOLID CORE STA
GRADE DOORS WITH RABBETTED WOOD FRAMES, AS SHOWN ON DRAWINGAWITH AUTOMATIC DOOR
CLOSERS. ALTERNATE FOR MAIN ENTRY DOORS TO RE FLUSH STEEL, WITH APPLIED DECORAT
MOULDINGS, AS SHOWN ON DRAWINGS. DOORS SHALL BE EQUIPPED WITH QUICK -SET LOCK,
#5106.5, GROUP I, SECTION CYLINDER WITH DEADLOCK #680,
ALTERNATE GARAGE -TO -HOUSE DOORS: METAL CLAD, 1-3/4" THICKNESS, FLUSH TYPE, 16 GA
CHANNEL & 18 GA. SURFACE SHEETS WITH AUTOMATIC DOOR CLOSER.
B. INTERIOR DOORS SHALL BE 1-3/8" WOOD FLUSH DOORS.
C., CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL NECESSARY HARDWARE ITEMS. ALL
HARDWARE SHALL HAVE U.S. 20d BRONZE FINISH,
D. BIFOLD CLOSET DOOR ALTERNATE: METAL LOUVERED CLOSET DOORS IN LIEU OF WOOD
LOUVERED DOORS.
* Ar 6rAR.A&g -To-+iousF. VooR OWLY
2. METAL WINDOWS:
A. HORIZONTAL ROLLING WINDOWS: MANUFACTURED IN ACCORDANCE WITH A.A.M.A. SPECIFI-
CATION HS-A2-HP, PAN AMERICAN SERIES 16.2 OR EQUAL WITH ARCHITECT'S APPROVAL.
B. FRAMES AND SASH SECTIONS: MINIMUM .062" THICK, 6063-T5 ALUMINUM ALLOY WITH
MEDIUM BRONZE ANODIZED FINISH OR EQUAL E.S.P. FINISH.
C. AIR AND WATER INFILTRATION SHALL MEET OR EXCEED THE REQUIREMENTS, AS ESTABLISHED
BY A,A.M,A,
D. WINDOWS SHALL BE FACTORY GLAZED WITH DOUBLE STRENGTH SHEET GLASS.
E. SCREENS: 16 X 18 MESH ALUMINUM WIRE IN INSIDE MOUNTED EXTRUDED ALUMINUM FRAME
WITH REMOVABLE SPINES,, INCLUDING ALL NECESSARY CLIPS AND FASTENERS,
S. AIUMINUM SLIDING GLASS DOORS SHALL BE MILDOOR THERMAL BARRIERS AS MANUFACTURED BY
MILLER INDUSTRIES, INC., MIAMI, FLORIDA OR APPROVED EQUAL. FINISH SHALL BE MEDIUM
BRONZE ANODIZED FINISH. SIZE AS SHOWN ON DRAWINGS WITH SCREEN, HARDWOOD HANDLES,
NPTE-LOCK AND OTHER HARDWARE, DOORS SHALL BE GLAZED WITH TEMPERED GLASS.
FIXED GLAZING:
A. FIXED GLASS SHALL BE GLAZED WITH 3/16" DSB GLASS OR TEMPERED I/4" PLATE WHERE
REQUIRED BY CODE.
B. INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF "GLAZING
MANUAL", PUBLISHED BY THE FLAT GLASS JOBBERS ASSOCIATION.
GARAGE DOORS SHALL BE CLODAY MODEL 42A WITH TRIM APPLIED, AS SHOWN IN DETAILS.
DIVISION 9 - FINISHES
STUCCO: ,
A. STUCCO FINISH TO RECEIVE A SMOOTH FINISH, UNLESS SPECIFIED OTHERWISE.
B. STUCCO ON MASONRY: 5/8" TOTAL THICKNESS IN 2 COATS, WET MASONRY PRIOR TO .STUCCO
APPLICATION.
C. STUCCO ON WOOD FRAME: 5/8" TOTAL THICKNESS IN TWO COATS ON EXPANDED METAL LATH
OVER 15 LBS. ASPHALT SATURATED FELT,
D. PROVIDE CONT, STUCCO CONTROL JOINT AT JUNCTION OF METAL LATH ON FRAME CONST. TO
MASONRY CONST.
PLASTER:
A. PLASTER SHALL BE APPLIED OVER 1/2" ROCK LATH TO ACHIEVE A 3/4" TOTAL THICKNESS.
PROVIDE STANDARD WIDTHS AND MAXIMUM LENGTHS OL ROCK LATH AS REQUIRED FOR OPTIMUM
JOINTING. EACH SHEET SHALL BEAR MANUFACTURER'S TRADEMARK AND BE INSTALLED IN
ACCORDANCE WITH THEIR RECOMMENDATIONS.
B. METAL TRIM: GYPSUM BOARD MANUFACTURER'S STANDARD, GALVANIZED STEEL EDGE TRIM,
CONTROL. JOINT TRIM, AND CORNER BEADS, c .,
C. APPLY TWO COAT PLASTER ACCORDING TO MANUFACTURER'S RECOMMENDATIONS IN A NEAT ANEj
WORKMANLIKE MANNER WITH TRUE SURFACES. -_
TILE WORK:
tv A. CERAMIC TILE WALLS SHALL BE 4-1/4" X 4-1/4" X 5/16" THICK AND SHALL HAVE CUSHION
In EDGES AND GLAZED FINISH INCLUDING BULLNOSES AND OTHER SPECLAL SHAPES. TILE S#IALL
BE AS, MANUFACTURED BY SUMMITVILLE TILES, AMERICAN OLEAN Tt`YE CC., OR APPROVED EQU
,," ; COLORS TO BE SELECTED, TILE AT BATH SURROUNDS TO BE INSTALLED OVER WATER-RESISTA
GYPSUM BOARD.
Notrt B. KITCHEN AND BATH COUNTER TOP ALTERNATE: CERAMIC TILE COUNTER TOPS IN KITCHEN, BAT
AND POWDER ROOM VANITIES, ,AND WET BAR SHALL BE 2" X 2" X I/4" THICK AND SHALL HAV
CUSHION EDGES AND MATTE FINISH, INCLUDING BULLNOSES AND OTHER SHAPES. KITCHEN
COUNTER TOPS SHALL HAVE FULL BACKSPLASH TO UNDERSIDE OF UPPER CABINETS. BATH AND
POWDER ROOM VANITIES, AND WET BAR COUNTER TOPS SHALL MVE A 4" BACKSPLASH. TILE SHAIL
BE AS MANUFACTURED BY SUMMITVILEE TILES, AMERICAN OLEAN TILE CO., OR APPROVED EQUAL.
� Jt A . RESILIENT FLOORING:
A. NO -WAX FOAM CUSHIONED SHEET VINYL FLOOR SHALL BE ARMSTRONG, CONGOLEUM, G.A.F. OR
w EQUAL. INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS.
�C` B. VINYL ASBESTOS TILE SHALL BE 12" X 12", INSTALL AS PER MANUFACTURER'S
RECOMMENDATIONS.
5. STAINING AND PAINTING:
A. RESAWN SURFACES TO RECEIVE STAIN OR BLEACHING OIL. DO NOT PRIME.
B. STAIN OR BLEACH EXTERIOR AND INTERIOR WOOD SURFACES, (VALANCES) EXPOSED TO VIEW,
INCLUDING DOORS, BASES, BEAMS AND WINDOW SILLS.
J: C. PAINT ALL OTHER SURFACES WITH TWO COATS QUALITY INTERIOR OR EXTERIOR PAINT, AS
h APPLICABLE; EXTERIOR COLORS AS SELECTED BY THE ARCHITECT.
I•
,CARPETING: CARPETING TO BE SELECTED BY OWNER.
a y
I. APPLIANCES -TO RE ELECTRICAL AND SELECTED .BY OWNER, DISHWASHER TO BE THE
UNDER COUNTER TYPE.
2. KITCHEN SINK SHALL BE DOUBLE COMPARTMENTED STAINLESS STEEL; 33" X 22",
3. LAVATORIES SHALL BE SELF -RIMMING 19" ROUND PRESSED STEEL.
4, BATHTUBS SHALL BE 51=0" PRESSED STEEL WITH ROD OR RECESS TUB OR AS SHOWN.
5. WATER CLOSETS SHALL BE VITREOUS CHINA BOWL AND TANK,
6. FURNISH AND INSTALL THE FOLLOWING BATH ACCESSORIES AS MANUFACTURED BY MIAMI-CAREY
OR GENERAL BATHROOM PRODUCTS IN CHROME: FINISH OR APPROVED EQUAL IN EACH BATHROOM.
NUMBERS ARE FROM MIAMI-CAREY PRODUCTS.
A. SURFACE MOUNTED: B. RECESSED MOUNTED:
a. 2-24" TOWEL BARS - NO. B019. F)- PAPER HOLDER - NO, 8003
b-. SHOWER ROD - NO. 8061. b... SOAP DISH AND GRAB BAR
c. DOUBLE ROBE HOOK CERAMIC TILE.
dITERNA7EMEptGNE 2►INET'�
C. ��OQN�ED 0 ER VISTA" MEDICINE CABINETS BY NUTONE #CS 30 OR APPROVED
EQUAL SHALL, RE FURNISHED AND INSTALLED IN EVERY BATH, AS SHOWN ON DRAWINGS,
7. PLUMBING TRIM 1•11011 BE AS MANUFACTURED BY MOEN, "CHATEAU" MODEL OR EQUAL.
8. KITCHEN CABINETS AND BATHROOM VANITIES ARE TO BE AS SHOWN ON THE DRAWINGS.
FINISH TO BE SELECTED BY OWNER. COUNTER TOPS TO BE LAMINATED PLASTIC OR ALTERNATE
CERAMIC TILE.
9, ALL PLUMBING FIXTURE COLORS 70 BE SELECTED TO COORDINATE WITH BATHROOM.nR KITCHEN
FINISHES,
10. SHOWER ENCLOSURES TO BE TWO PANEL SLIDING DOORS WITH TEMPERED SAFETY GLASS.
II. PROVIDE THROUGH -WALL DRYER VENTS IN GARAGES FOR ELECTRIC DRYERS.
` 12 SMOKE / FIRE DVEC,TOK9 A �"1'1 DMS REQ' 0 &� GORE
DIVISION 11 - EQUIPMENT
PER CODE AND ORDINANCES
DIVISION 12 - FURNISHINGS
PER CODE AND ORDINANCES
DIVISION 13 - SPECIAL CONSTRUCTION
PER CODE AND ORDINANCES
DIVISION 14 - CONVEYING SYSTEMS
PER CODE AND ORDINANCES
DIVISION 15 - MECHANICAL
I. PLUMBING: (PER CODE AND ORDINANCES)
A. WATER HEATERS: ELECTRIC 40 GALLON CAPACITY, ROUND MODEL, LOW BOY, GLASS -LINED.
B. PIPE AND PIPE FITTINGS:
I. SOIL AND WASTE SCHEDULE 40 PVC
2. VENTS SCHEDULE 40 PVC
3. WATER TYPE IL' BELOW SLAB/TYPE ILI ABOVE SLAB ,
4, CONDENSATE PIPING SCHEDULE 40 PVC
5, COPPER TUBING TYPE K BELOW GRADE, TYPE L ABOVE GRADE
6. HOSE BIBS 3/4" WITH HOSE THREAD
C. ROUGH -IN HOT AND COLD WATER FOR WASHERS IN UTILITY ROOMS.
2. HVAC:
A. A/C UNIT TO BE COMPRESSOR COOLING & REVERSE CYCLE HEATING PACKAGE SYSTEM
DIVISION 16- ELECTRICAL
1. ALL HOUSE SERVICE SHALL BE 200 AMP., 120/240 VOLT, SINGLE PHASE, 3 WIRE SERVICE,
WITH WIRE TYPE PER NATIONAL ELECTRIC CODE
ELECTRICAL CODE. '
2. RECEPTACLES SHALL BE 15" ABOVE FLOOR EXCEPT AT COUNTERS WHERE THEY SHALL BE 42"
ABOVE FLOOR, OR AS INDICATED ON PLANS.
3. ALL EQUIPMENT INSTALLED OUTDOOR AND EXPOSED TO WEATHER SHALL BE WEATHERPROOF &
GROUNDED.
4. SWITCHES AND RECEPTACLES:
A. DUPLEX CONNECTION OUTLETS - 15 AMPS,, 120 V., GROUNDING TYPE.
B. APPLIANCE OUTLETS - 20 AMPS„ (OR AS REQUIRED) 120 V., GROUNDING TYPE.
C. WEATHERPROOF OUTLETS - 15 AMPS., 120 V. GROUNDING TYPE WITH WEATHERPROOF
DEVICE PLATE AND GROUND DEFAULT INTERCEPT,
D. WALL SWITCHES - 20 AMPS., RATING QUIET TYPE.
E.' PROVIDE SPECIAL RECEPTACLE FOR DRYER IN UTILITY ROOM.
5. ALL WALL SWITCHES TO BE 48" ABOVE FLOOR.
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