HomeMy Public PortalAbout004-15 Large PlanMATERIAL SCHEDULE
Qty. Key Botanical/ Common Name Size
1 Mt -r Mango tree, relocated
18-20ft.oa., relocated
1 Ye -r Yucca elephantipes/ Spineless yucca, relocated
12ft. oa., miti., relocated
8 Ch Croton, spp.
15"3g.@2'oc.
50 Ba -t Brassia arb.,Trinet/ Trinet
of to to
30 Ci * Chrysobalanus icaco/ Cocoplum
24"3g.@2'oc.
45 Mf * Myrcianthes fragrans/ Simpson stopper
it Itif
Planting soils, see specs. & details
(3).VXVIts' brava: Wiled;
Mulch, see specs. & details
Into blockling
Sod, "Floratam", as required
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NOTE: * Denotes native, or highly drought tolerant plant materials, per SFWMD.
"Xeriscape Manual"
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Irrigation system to be modified to provide 100% coverage to all landscape area's. Rain sensing
device to be installed, as required.
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i. All plant material shall be F1, #1, oe better, as per the latest addition of F1, Grades & standards. All "specimen" quality materials shall
be F, Fancy, and shall be pre -approved by the Landscape Architect.
2. All plant materials shall be true to name & size, as per F1, Grades & Standards. Plant materials which do not meet, or exceed these
standards will not be accepted.
3. Quantities, sizes, and locations of plants will be determined by the plan and material schedule. Sizes of the specified plants shall
take precedence over the container size . Spacing of the ground covers will be determined by the material schedule. Quantities
shown on the material schedule are to be used as a guideline. The landscape contractor shall be responsible for the actual quantities
shown on the plan. The plans will take precedence over the material schedule. Discrepancies shall be brought to the attention of the
Landscape Architect, prior to commencing.
4. No sudstitutions shall be accepted without the Landscape Architect's written approval. All substitution requests shall be made in
writing.
5. Planting soils shall be clean, sterile, and free of debris. Soil shall consist of 50 % FI. muck % 50% clean sand. Tree's shall be installed with
a minimum of 4" on sides & bottom of root balls. Shrubs, plants & ground covers shall be installed with a minimum of 4" on sides &
bottom of root balls. Rooted cuttings shall be installed with a minimum of 4" of planting soils worked into the top 6" of the existing soils.
Sabal palms and Phoenix specie shall be installed with a clean well drained sand.
6. Miiarganite, or equal, fertilizer shall be applied to all plantings, per manufactures recommendations. In addition , "Agriform" tablets
(20-10-5) shall also be applied to all plants 1 gol.,and above, per manufactures recommendations.
7. All tree's & palms shall be mulched with a aft. diameter circle. 3" minimum depth. reit planting beds shall receive 3" finished depth,
mulch upon completion of planting process. Mulch shall "Eucalyptus", or approved equal. NO CYPRESS MULCH SHALL BE UTILIZED ON
THE PROJECT.
8. All plants shall be planted at soil levels which they were previously grown. Shrubs and hedges are to be planted 2ft. away from any
wall, or structures. Materials with a six greater than overhangs shall be planted so as„not to impede the natural growth habit of the
plant.
9. All materials are to be watered -in immediately after planting, so as to remove all air pockets. BIB materials areato be hand -watered
for a minimum of 1 week after installation, and there -after as required. Contractor shall advise the owner of any additional
hand -watering requirements.
10. All tree's 8ft., or larger, are to be staked, or guyed, to provide ample support such that materials remain straight & true in an
up -right position through the guarantee period. Staking & guying shall be performea at the option of the landscape contractor,
except where required by code. However, the landscape contractor shall be responsible for all tree's & palms remaining straight &
true through the guarantee period. In the event that a material shifts after it has been properly staked, or guyed, the landscape
contractor shall not be held responsible.
11. All sod shall be "Floratam", unless otherwise specified. Sod shall be dense, green, well -rooted, and free of debris, weeds, disease, or
insects. A complete 6-6-6 fertilizer shall be applied at a rate of 101bs. per 1,000sq.ft.. Sod is to be watered to a depth of 3" immediately
after installation. Grades are to be raked smooth, and all debris removed, prior to installation,
12. All tree's, plants & ground -covers shall be guaranteed for a period of 120 days, and all palms are for a period of one year, after the
date ad substantial completion. Phoenix canariensis & dactylifera palms are to be maintained, per growers/suppliers
recommendations, by a qualified person, or firm. Said maintenance program shall be the responsibility of the owner. The landscape
invoice will be deemed as rejection of the plant materials. The landscape contractor shall remove any, or all of the reiected materials
from the site as their discretion.
14. The removal of "base rock” is not included in the landscape contract.
15. All grades are to be within 2" of finished grades, prior to the landscape contractor commencing work.
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GENERAL NOTES:
AN ALTERATION TO
WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE GYPSUM DRYWALL CONSTRUCTION
OVER SCALE DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR EXACT LOCATION OF
RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB ALL WORK INDICATED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH FIXTURES, PIPING, EQUIPMENT ETC.
AND THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATION FROM THE GYPSUM ASSOCIATION SPECIFICATIONS FOR THE APPLICATION ANDMaier
DIMENSIONS AND CONDITIONS SHOWN BY THE DRAWINGS. FINISHING OF GYPSUM WALLBOARD" AS APPROVED BY THE WATER PIPING TO BE TYPE "L" COPPER. SOIL, WASTE AND VENT PIPING SHALL BE
ANY CHANGES, REVISIONS, ALTERATIONS, MODIFICATIONS, DEVIATIONS, AMERICAN STANDARDS ASSOCIATION, LATEST EDITION, APPLICABLE PARTS PVC SCHEDULE 40 .mom= ffmmm
ETC. THAT ARE REQUIRED S, THESE PLANS SHALL TI REQUESTED IN HEREOF ARE HEREBY MADE A PART OF THIS SPECIFICATION EXCEPT WHERE
WRITING BY THE CONTRACTOR H OWNER AND MODIFICATIONS ETC. NOT MORE STRINGENT REQUIREMENTS ARE CALLED FOR IN THIS SPECIFICATIONS, IN ALL FIXTURES SHALL HAVE READILY ACCESSIBLE STOPS ON ALL SUPPLY LINES.
MADE BY JOHN G BACCARI WILL RELEASE FROM ANY AND ALL CLAIMS LOCAL CODES OR BY THE MANUFACTURERS OF THE GYPSUM WALLBOARD, Hence
WHOSE REQUIREMENTS SHALL BE FOLLOWED, FURNISH AND INSTALL APPROVED AIR CHAMBERS AT EACH PLUMBING FIXTURE. Resi
THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE GYPSUM WALLBOARD SHALL MEET ASTM -36, WITH RECESSED LONGITUDINAL SHOWERS TO HAVE FLOW CONTROL DEVICES TO GIVE A MAXIMUM OF 3
CONTROL OR CHARGE OF CONSTRUCTION MEANS, METHODS, TECHNIQUES, EDGES, THICKNESS SHALL BE AS CALLED FOR ON THE DRAWINGS. PROVIDE 1 HR GALLONS PER MINUTE EACH.
SEQUENCES OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND FIRE RESISTIVE CONSTRUCTION AT THE CEILING BETWEEN THE 2ND FLOOR 2554 ASOLEIL
PROGRAMS IN CONNECTION WITH THE WORK, AND HE WILL NOT BE GULFSTREAM FLORIDA
AND THE GARAGE BELOW GARAGE AN!) ROOF TRUSSES AND GARAGE AND AIR SHOWERS TO HAVE ANTI SCALDING DEVICE,
RESPONSIBLE FOR THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN CONDITIONED SPACE. 1 HR FIRE RATING: 2 LAYERS OF 5/8" TYPE "X" FIRE CODE
ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE ARCHITECT SHALL NOT / WATER LINES SHALL BE INSULATED WHEN PASSING THROUGH UN -AIR -
AND SINGLE LAYER EACH SIDE OF .STUD PARTITION. ALL BEARING WALLS
BE RESPONSIBLE FOR OR HAVE CONTROL OR CHARGE OVER THE ACTS AND CONDITIONED SPACE, AND ATTICS WITH "1" AMAFLEX INSULATION.
SHALL BE 1 HR FIRE RATED WITH 5/8" TYPE "X" FIRE CODE EACH SIDE.
OMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY OF THEIR AGENTS ALL NON-BEARING PARTITIONS SHALL_ BE METAL STUDS 25 GAUGE 24" O.C. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS OR VALLEYS. SHEET INDEX:
OR EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK;
ALL CEILINGS TO HAVE SMOOTH FINISH. PLUMBING FIXTURES AND TRIM SHALL BE SELECTED BY THE OWNER AND - A-1 SITE PLAN/GENERAL NOTES
ALL CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE �, INSTALLED BY THE PLUMBING CONTRACTOR.
CONSTRUCTION OF THE PROJECT, INCLUDING ALL APPLICABLE STATE, SCREWS SHALL BE AS PER MANUFACTURES RECOMMENDATION, 13/8 OR 11/2 A-1.1 DRAINAGE/ROOF PLAN
COUNTY, CITY, ZONING, ELECTRICAL, MECHANICAL, PLUMBING, LIFE SAFETY LONG. SCREW APPLICATION SHALL BE INSPECTED AND APPROVED BY THE
AND FIRE CODES. CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS AND LOCAL BUILDING DEPARTMENT. ALL CLEAN OUTS, SIZE AND LOCATION SHALL CONFORM TO ALL APPLICABLE A-2 DEMOLITION PLANCODES.
NOTIFY THE ARCHITECT IMMEDIATELY IN WRITING OF ANY CONFLICTS AS THEY ALL BATHROOMS ARE TO BE FIN'.>HED IN MOISTURE RESISTANT DRYWALL �` g A-3 FOUNDATION/PLAUMBING PLAN
EXIST. USE VINYL COATED GYPSUM LAY; IN PANELS AS MANUFACTURED BY U.S. ALL HOT &COLD WATER SUPPLY LINES TO BE RUN ABOVE CEILING, BOTH x A-4 FLOOR PLAN
CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES IN ALL ASPECTS GYPSUM CO. (OR APPROVED ALi'E=RNATE) HOT &COLD TO BE INSULATED W/ 1" ARMAFLEX ". A-5 REFLECTED CEILING/ELECTRICAL PLAN
OF WORK PERFORMED. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND A-6 ROOF FRAMING PLAN
CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING THE WORK AND NOTIFY A-7 ELEVATIONS
THE ARCHITECT IN WRITING OF ANY AND ALL DISCREPANCIES OR THE PAINTING
CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS AND PAINT SHALL BE BENJAMIN MOORE OR APPROVED EQUAL. COLOR AS SELECTED
OMISSIONS. DO NOT SCALE DRAWINGS. DIMENSIONS AND NOTES TAKE BY THE OWNER/INTERIOR DESIGNER. APPLICATION OF PAINT SHALL BE z
PRECEDENCE OVER SCALE. ACCORDANCE WITH MANUFACTURERSDIRECTION. READY MIXED PAINT SHALL
NOT BE THINNED, EXCEPT AS PERMITTED IN THE APPLICATION INSTRUCTIONS
CONSTRUCTION SHALL FOLLOW "FLORIDA BUILDING CODE" AS ADOPTED BY EXISTING SQUARE FOOTAGE CALCS. PROPOSED SQUARE FOOTAGE CALCS.
THE CITY OF GULFSTREAM, FLORIDA AS APPLICABLE, FOR RESIDENTIAL CONSTRUCTION. ALL SURFACES TO BE PAINTED SHALL BE CLEAN AND FREE OF ALL FOREIGN,
MATERIAL, DIRT GREASE, ASPHALT, RUST AND ALL OTHER MATERIAL THAT e RESIDENCE =2,454 S.F.
ADDITION= 1,166 S.F.
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING THE
WOULD EFFECT THE DESIRED FlNisl • �RESIDENCE UNDER A/C =2,010 S.F.(LESS GARAGE) OVERHANG OVER 30°= 219 S.F
COSTS OF ALL REQUIRED BUILDING PERMITS, IMPACT FEES, AND TRADE PERMITS NOTES ON FIXTURES, FINISHES �C APPLIANCES � ..- - � � _
THE CONTRACTOR SHALL OBTAIN ALL REQUIRED INSURANCE CERTIFICATES APPLICATION SHALL BE IN A WORKMANLIKE MANNER PROVIDING A SMOOTH LOT AREA= 14,398x.33 =4,751 S.F.(PERMISSABLE BUILDING AREA)
FROM HIS SUBCONTRACTORS MAINTAIN THEM UP TO DATE, AND DELIVER
COPIES TO THE OWNER. SURFACE. APPLICATION RATE SHALL BE AS RECOMMENDED BY THE 1. TO BE SUPPLIED BY PLUMBER &INSTALLED UNDER THIS CONTRACT. ADDITION PERMITTED =4,751-3155 = 1,596 S.F.
MANUFACTURER. APPLICATION MAY BE BRUSH, ROLLER AND, OR SPRAY IF " ' LOT AREA= 14,398X.33 =4,751
IT IS THE INTENT AND PURPOSE OF THESE PLANS AND SPECIFICATIONS TO PAINT HAS BEEN FORMULATED FOR SPRAY APPLICATION. — WATER CLOSETS, SINKS, INCLUDING LAVATORY (AMERICAN STANDARD), ti .
BE A COMPLETE AND TOTAL PROJECT OTHER THAN ITEMS MARKED N.I.C. (NOT BATHTUBS, FAUCETS (H&C), SHOWER VALVES (H&C), LIGHTING '
IN CONTRACT) Ap
NO ONE COAT SYSTEMS OR APPLICATION IS PERMITTED. FIXTURES, HARDWARE (SCHLAGE LEVER HANDLE FINISHED TO MATCH .
THE CONTRACTOR SHALL MAINTAIN THE WORK SITE CLEAN AND FREE APPLICATION AS FOLLOWS; EXISTING)
EXTERIOR METAL ONE COAT METAL PRIMER AND RUST INHIBITOR, ONE LEGAL DESCRIPTION ZONE CLASIFICATION:
OF ALL TRASH, DEBRIS AN D SHALL PROTECT ALL ADJACENT WORK FROM'
COAT SEMI -GLOSS ENAMEL.
DAMAGE, SOILING, PAINT OVER SPRAY, ETC. ALL FIXTURES, EQUIPMENT, ANY ALTERNATES PROPOSED BY THE CONTRACTOR ARE TO BE SUBMITTED _
INTERIOR FINISHES ONE COAT OF PRIMER, ONE COAT FLAT ON WALLS
GLAZING, FLOORS, ETC., SHALL BE MADE CLEAN AND READY FOR OCCUPANCY 0 E 0 _ TO THE ARCHITECT FOR APPROVAL. SUBMITTALS TO INCLUDE COST _ ;LOT 44, PLACE AU SOLEIL, ACCORDING TO THE
N CAT OF PRIMER, ONE COAT SEMI GLOSS ON ALL WOOD! SUBDIVISION: PLACE AU SOL EIL
UPON COMPLETION OF THE PROJECT. THE CONTRACTOR SHALL, UPON COLOR A5 SELECTED BY THE OWNER INTERIOR DESIGNER. INFORMATION, LITERATURE OR SAMPLES AS NECESSARY, COLOR SELECTIONS ' �� ��� ;' : PLAT THEREOF AS RECORDED IN PLAT BOOK 27
COMPLETION OF THE WORK, DELIVER TO THE OWNER ALL WARRANTIES, / AND ALL RELEVANT CODE COMPLIANCE INFORMATION. ` = AT PAGE 69 OF THE PUBLIC RECORDS OF PALM SETBACKS:
MANUALS, ETC., BOUND IN 3 RING BINDER, OF ALL APPLIANCES, EQUIPMENT CONTRACTOR TO OBTAIN FINISH PAINT COLOR FROM INTERIOR DESIGNER BEACH COUNTY, FLORIDA FRONT YARD:
AND OTHER ITEMS AS REQUIRED. PRIOR TO COMMENCING WORK. O EST Y<CB 30'-O°
CONCRETE MECHANICAL SPECIFICATIONS `NOTFLOOD ZONE: ES: SIDE YARD: TOTAL SIDE YARD 30%x WIDTH=33'-0"
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ALL CONCRETE WORK SHALL CONFORM TO ALL RECOMMENDATIONS AND ALL WORK UNDER THIS DIVISION SHALL BE IN ACCORDANCE WITH THE 8.0 FEET
5
BASE FLOOD ELEVATION: EAST SIDE YARD
;.. 3.) MAP DATE: 9-15-1977 WEST SIDE YARD 15'-1
REQUIREMENTS OF ACI 318 LATEST EDITION " SPECIFICATIONS FOR SOUTH FLORIDA BUILDING CODE LATEST ADDITION AND AMENDMENTS, 4. LOWEST FLOOR ELEVATION: 9.12 FEET
STRUCTURAL CONCRETE FOR BUILDINGS CONCRETE FOR SLABS ON GRADE, FLORIDA MODEL ENERGY CODE, LATEST EDITION, THE LATEST EFFECTIVE _ )
2500 PSI AT 28 DAYS, ALL ELSE 3,000 PSI. PORTLAND CEMENT: ASTM C-150 TYPE I 5.) AVERAGE SITE ELEVATION: 7.55 FEET
PUBLICATIONS OF THE FOLLOWING ESTABLISHED STANDARDS, CODES, ETC. �= FAR
OR N. WATER: FROM DOMESTIC SOURCES, CLEAN POTABLE, AND FREE FROM ALL 6.) ELEVATION ARE BASED ON NGVD
INSOFAR AS THEY APPLY, FORM A PART OF THESE SPECIFICATIONS, THE SAME 1ST 20,000 S.F. 0 33% REMAINDER @ 20%
ORGANIC OR OTHER DELETERIOUS MATERIAL. AGGREGATE: ASTM C-33 FOR AS IF THEY WERE WRITTEN FULLY HEREIN; AND SHALL NOT RELIEVE
SLABS ON GRADE. SAND: ASTM C-33 FOR SLABS ON GRADE. FOUNDATIONS, THE CONTRACTOR FROM FURNISHING AND INSTALLING A HIGHER GRADE OF
INSTALL AS INDICATED ON DRAWINGS OR AS MODIFIED BY THE FINAL SOIL REPORT. MATERIALS AND WORKMANSHIP AS HEREIN SPECIFIED.co 11
�
...
REINFORCING STEEL GENERAL 1. LOCAL GOVERNING REGULATIONS, CODES AND ORDINANCES.
ALL WORK SHALL COMPLY WITH THE REINFORCEMENTS SET FORTH IN THE ' 2. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)3. APPROVED STANDARDS OF THE AMERICAN SOCIETY OF MECHANICAL
MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE ENGINEERS (ASME) VICINITY PLAN
STRUCTURES", LATEST EDITION PUBLISHED BY THE AMERICAN CONCRETE 4. UNDERWRITERS LABORATORIES (UL) NTS
INSTITUTE EXCEPT WHERE MORE EXACTING REQUIREMENTS ARE SPECIFIED IN 5. .AIR-CONDITIONING AND REFRIGERATION INSTITUTE ARI
THE CONTRACT DOCUMENTS. (ARI)
6. AIR MOVING AND CONDITIONING ASSOCIATION (AMCA)
7. AMERICAN SOCIETY FOR TESTWC MATERIALS (ASTM)
REINFORCING STEEL FOR SLABS ON GRADE: 8. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)
9. AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR CONDITIONING
FOOTINGS AND FOUNDATIONS MIN. CONCRETE COVER, OVER REINFORCING ENGINEERS (ASHRAE)
STEEL SHALL BE 3" IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST 10. SHEET METAL AND AIR CONDITIONING CONTRACTORS (SMACNA) —
AND PERMANENTLY IN CONTACT WITH THE EARTH, OR 1 1/ 2" FOR #5 BARS AND 11. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)
SMALLER BARS , AND 2" FOR #6 AND LARGER BARS WHERE CONCRETE IS
FORMED AND WILL BE EXPOSED TO THE EARTH OR WEATHER NARROW DUCTWORK
FOOTINGS WHERE INSUFFICIENT WIDTH IS AVAILABLE TO ACCOMMODATE
STANDARD 90 DEGREE HOOK AND PROVIDE THE REQUIRED CONCRETE COVER, ERECT ALL DUCTWORK IN FIRST CLASS AND WORKMANLIKE MANNER, TRUE TO o
THE HOOK SHALL BE ROTATED IN THE HORIZONTAL DIRECTION UNTIL THE DIMENSIONS INDICATED, STRAIGHT AND SMOOTH ON INSIDE, WITH NEATLY
REQUIRED CONCRETE COVER IS ACHIEVED. FINISHED JOINTS LAPPED IN THE DIRECTION OF AIR TRAVEL. PROPERLY BRACE N AVE. U S O L E I L
FOR CAST -IN- PLACE CONCRETE BEANS WHERE CONCRETE IS EXPOSED TO AND REINFORCE ALL DUCTS AS REQUIRED. FABRICATE CHANGES IN DIRECTION,
WEATHER MIN COVERAGE SHALL BE 1 1/2" REGARDLESS OF SIZE. BOTH HORIZONTAL AND VERTICAL, TO PERMIT EASY AIR FLOW,. ALL
DUCTWORK INSTALLATION DONE IN ACCORDANCE WITH LATEST
REINFORCING MESH: ON GRADE BUILDING SLABS SHALL BE ELECTRICALLY SMACNA STANDARDS. 1 10.0'
WELDED WIRE FABRIC, SIZES AND GAUGE AS SHOWN ON PLANS. z
SPLIT SYSTEM AIR CONDITIONING 0 No. Revisions Date By
ROUGH CARPENTRY AIR HANDLING UNITS SHALL BE EQUIPPED DIRECT DRIVE MULTI -SPEED (3 Y "ALL DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS
TIMBER DESIGN IS BASED ON USE OF DOUGLAS FIR -LARCH OR HEM -FIR # 2 MOTORS. THE ELECTRICAL CONNECTIONS SHALL BE AT A SINGLE POINT. AN zO EXISTING o Q ARE THE COPYRIGHT PROPERTY OF THE ARCHITECT AND
SURFACED DRY OR GREEN, USED AT MAXIMUM PERMISSIBLE MOISTURE INTEGRAL ELECTRICAL RESISTANCE HEATER SHALL BE INTERLOCKED WITH THE v CONCRETE (Dam MUST BE RETURNED UPON REQUEST. REPRODUCTION OF
CONTENT BY CODE, GRADING PER AMERICAN SOFT WOOD LUMBER, LATEST CONDENSING UNIT COMPRESSOR TO INSURE NON -SIMULTANEOUS OPERATION. I WALK TO z V) I- DRAWINGS. SPECIFICATIONS AND RELATED DOCUMENTS IN
EDITION AS RECOMMENDED BY THE "NATIONAL FOREST PRODUCTS UNIT SHALL BE FURNISHED IN ACCORDANCE WITH ARI STANDARDS. UNITS _ _ N _ _
F���}{�- - —�-7—o- - - I PART OR WHOLE IS FORBIDDEN WITHOUT THE ARCHITECT'S
ASSOCIATION STANDARD " LATEST EDITION. PLYWOOD PRODUCTS SHALL SHALL BE TRANE OR EQUAL. EMS -MG 'IJ �j WRITTEN PERMISSION."
CONFORM TO REQUIRED GRADING OF THE AMERICAN PLYWOOD ASSOCIATION CONCRETE o
AIR COOLED CONDENSING UNITS SHALL BE FACTORY FABRICATED, COMPLETE b
WOOD AND LUMBER SHALL BE MARKED WITH ITS GRADE AND PLYWOOD WITH DRIVEWAY
WITH INTERNAL PIPING, WIRING CONTROLS, SAFETY DEVICES AND �_
IT'S GRADE TRADEMARK IN ACCORDANCE WITH THE REFERENCED STANDARDS. I CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS ON THE JOB.
ANY PIECE WITH DEFECTS RENDERING IT UNSUITABLE FOR IT'S INTENDED USE REFRIGERANT CHARGE. UNITS SHALL BE OF THE SAME MANUFACTURE AS THE -I ,
SHALL NOT BE USED REGARDLESS OF GRADING. ALL STRUCTURAL LUMBER AIR HANDLING UNITS. CONDENSING COIL SHALL CONSTRUCTED OF SEAMLESS '
SHALL HAVE A MINIMUM FIBER STRESS OF 1,100 PSI, A MINIMUM "E" 1,400,000 PSI. COPPER OR ALUMINUM TUBES WITH COPPER OR ALUMINUM FINS. FINS SHALL
AND A MINIMUM Ff= 75 PSI UNLESS OTHERWISE NOTED ON THE PLANS. SOLDERED OR BONDED TO THE TUBES. I I ( JOHN G. BACCARI A.I.A.
FLOOR JOISTS, HEADERS, LINTELS, SECONDARY FRAMING MEMBERS SHALL BE CONDENSER FAN SHALL BE PROPELLER TYPE WITH TOTALLY ENCLOSED E (STING I
DIRECT DRIVE MOTOR. THE MOTOR STARTER SHALL BE INSTALLED IN A I ARCHITECT PLANNER
S4S SEASONED 2 GRADE OR BETTER, DOUGLAS -FIR OR HEM -FIR UNLESS WEATHER RESISTANT ENCLOSURE. PTIC TANK.
OTHERWISE NOTED ON THE DRAWINGS. DRAINAGE
ALL FRAMING MEMBERS AND SECONDARY FURRING MEMBERS SHALL BE COMPRESSOR SHALL HAVE A 5 YEAR FACTORY WARRANTY.! LD ( I 112 N.E. 1st. AVE. DELRAY BEACH FLORIDA
PROPERLY SEPARATED FROM CONTACT WITH CONCRETE. ALL WOOD IN I 33444
CONTROLS THERMOSTATS SHALL BE WALL MOUNTED, SHALL BE PROVIDED
CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. EXISTING VACANT �
HANGERS, FRAMING ANCHORS AND FASTENERS SHALL BE MANUFACTURED BY AND INSTALLED. ONE REQUIRED FOR EACH ZONE. THERMOSTATS SHALL BE STING
Aid
SIMPSON OR APPROVED EQUAL AND DESIGNATED FOR THEIR INTENDED USE BY WIRED IN ACCORDANCE WITH THE ELECTRICAL SPECIFICATIONS FOR THE LOT ONDENSER ' ( I P.(561)243-0055 F.(561)243-1055
THE MANUFACTURER SUPPORTING LOADS AS REQUIRED. SPECIFIED SYSTEM CONC. PA�
ALL NAILS IN STRAP HANGERS SHALL BE 16p IN ALL NAIL HOLES UNLESS Q REMAIN
SPECIFICALLY NOTED OTHERWISE BY THE MANUFACTURER. AIR DEVICES_ "
ALL WOOD FRAMING MEMBERS SHALL BE WELL NAILED IN ACCORDANCE WITH 25 -0 0
NAILING SCHEDULE IN THE LATEST APPLICABLE CODE. ALL EXTERIOR NAILS GRILLES, REGISTERS, DIFFUSES AND ZONE DAMPERS SHALL BE OF SIZES AND
SHALL BE HOT DIPPED GALVANIZED. TYPE AS REQUIRED TO PROVIDE AN OPERATING SYSTEM IN ACCORDANCE WITH 0' I N
POWER DRIVEN STUDS MAY BE USED FOR ANCHORING NON-BEARING WOOD SYSTEM MANUFACTURER'S REQUIREMENTS. ARCHITECT N I 25 -0" M
PLATES FOR INTERIOR PARTITIONS IN LIEU OF ANCHOR BOLTS AND WASHERS ASSUMES NO RESPONSIBILITY FOR THE OPERATION OF THIS SYSTEM AND IS►
PLACED AT 24" O.CAND NOT MORE THAN 9" FROM END OF MEMBER, AT A JOINT SOLELY THE DECISION OF THE OWNER TO PURCHASE THIS SYSTEM AND THE AIR 15'-1" S. B. 111'-0" S.B. t ��
OR CORNER FOR PLATES AND SILLS. STUDS SHALL BE DRIVEN CONDITIONING CONTRACTOR SUPPLYING AND INSTALLING THIS SYSTEM. AIR
TO PENETRATION OF NOT LESS THAN 1" NOR MORE THAN AN 1 1/2" USING A DEVICES SHALL BE SUPPLIED WITH FACTORY -APPLIED BAKED ENAMEL SIDE YARD I SIDE YAPD
POWER ACTUATED TOOL MEETING THE REQUIREMENTS, FLA -OSHA, AND SHOT FINISH UNLESS OTHERWISE SPECIFIED, OF COLOR AS SELECTED BY THE
ARCHITECT, OR THE OWNER'S REPRESENTATIVE, INCLUDING PROTECTIVE JOHN G. BACCARI
PINS AS ACCEPTED BY S.F.B.C. COVERING FOR SHIPMENT AND INSTALLATION. INTERIOR OF ALL REGISTERS,FLORIDA REGISTERED AR,;,,;` C,
WOOD STUD WALLS , 2X4 AT 16" O.C., UNLESS OTHERWISE NOTED, PLUMB TO GRILLES AND DIFFUSES INCLUDING VISIBLE PORTIONS OF DUCTS, SHALL BE I REGISTRATION # AR 0006457
1/8" IN 8'-0". ALL STUD WALLS OVER 8'-0" HIGH MUST BE FRAMED WITH 2 X 6 PAINTED FLAT BLACK. ALL DEVICES SHALL BE OF STEEL CONSTRUCTION. EXISTING
STUDS 16" O.C. UP TO A MAXIMUM OF 10'-0". SWIMMING �
POOL TO •AREA OF N o R T H
HEADERS AND BEAMS SHALL HAVE A MINIMUM BEARING OF 2" AND SHALL BE PLUMBING SPECIFICATIONS EA ( REMAIN
AS SIZED ON PLANS. ALL BEAMS INSTALLED WITH CROWN UP, CANTILEVERED ENOVATIO ( REI`'OVATION ( E'E
DO
BEAMS SHALL BE INSTALLED WITH CROWN DOWN. ALL WOOD COLUMNS ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH
INDICATED SHALL BE SOLID 4 X 4 P.T. UNDER ALL BEAMS. 2-2 X 4 UNDER ALL
ALL APPLICABLE CODES, ORDINANCES, STATE, LOCAL REQUIREMENTS AS REQUIRED. EXISTING
(� ¢.\§_ �:T ) 2004
� (
DOOR HEADERS. ALL SUB -SILLS ,OVER 8-'0" IN LENGTH SHALL BE DOUBLE 2 X4 OOT DECK
(P.T. IN CONTACT WITH CONCRETE). PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND
WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF ONE ( 1) YEAR FROM O BE 0.'UI)es h. Drawn Scale
PROVIDE ALL REQUIRED FIRE -STOPPING, MAXIMUM CONCEALED SPACE = 8'-0" DATE OF OCCUPANCY AND USE. CORRECTION OF ANY DEFECTS SHALL BE EWORKED U— — — — A.S. AS NOTED
IN HEIGHT,AND AT MID -HEIGHT, CEILING COVES, BOXED EAVES, FLOORS, AS COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE w TO ALLOW
REQUIRED BY ORDINANCES, BLOCK AT ALL EXTERIOR WALLS TO RECEIVE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH OR NEW Y Checked Date
STUCCO AT MID -HEIGHT. MAY HAVE BEEN DAMAGED DUE TO POOR WORKMANSHIP AND / OR FAULTY _ I w J G B 2 -FEB-04
ONSTRUCTION. o a
MATERIAL. — c� m
— N—. — • — — — —. —. —. —. — _ Q.
PRESSURE TREATED LUMBER PLUMBER SHALL PAY FOR PERMITS, FEES INSPECTIONS AND TESTS. \ t~i� of M m — -- d 1 Title
SUBSTITUTIONS MUST BE APPROVED BY THE ARCHITECT, OWNER, OR INTERIOR w o o W N
ALL LUMBER IN DIRECT CONTACT WITH STEEL OR CONCRETE SHALL BE DESIGNER IN WRITING PRIOR TO THE INSTALLATION OF ANY SUBSTITUTES. �-I I SITE PLAN/
PRESSURE TREATED, HAVE AN APPROVED SEPARATION MATERIAL, OR HAVE A - - - - - - N N r
GALVANIZED ANCHOR SEAT. ALL WORK SHALL BE PERFORMED BY A PLUMBING CONTRACTOR LICENSED BY - - - - - - _ _ _ _ _ _ ____ _ _ _ _ _ _ _ _ _ WOOD. FENCE
THE LOCAL JURISDICTION. AND SHALL MAINTAIN ALL INSURANCE REQUIRED
._.
_�__= 1�---=_____` e �'=______ _____= GENERAL NOTES
V A I I D C
BY LAW AND PROVIDE SUCH AGAINST PUBLIC LIABILITY AND
PROPERTY DAMAGE FOR THE DURATION OF THE WORK.
z > SITE PLAN Project No. Drawing No.
1/16"=1 -0' A-1
II -.. ... I..
I YVA.LK
I
1 IN CLOSET-
..........
LOSET !....
I
I 1 ...
I
1 L.
2DEMOLITION PLAN
1/4"=V-0"
I
— — — — — — — — — — — — —)
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_ BEDROOM
I I1
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AREA _
L____J — — — —
II I I I I I
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-- -- -- ---------
AREA"A"
SCOPE OF WORK:
SCOPE OF WORK TO INCLUDE (
AREAS INDICATED ABOVE 8c
LIMITED SITE WORK TO PROVIDE
WHEELCHAIR ACCESS
THROUGHOUT L1/4 -------------------J
EXISTING FLOOR PLAN
SYMBOL/LEGEND:
EXISTING WALL (TO REMAIN) EXISTING DOOR (TO REMAIN)
Maier
Residence
DEMOLITION NOTES
GENERAL:
1. RAISE ALL ELECTRICAL RECEPTACLES TO 24" AFF. ALL NEW RECEPT'S TO
BE 24" AFF
2. PROVIDE NEW SPLIT A/C SYSTEM
3. AIR CONDITIONING: DISCONNECT EXISTING BRANCH DUCTWORK AND CAP.
INSTALL NEW 2—TON A/C SYSTEM, LOCATE NEW CONDENSER AS INDICATED
ON NEW PLAN, SHEET A-3.
AREA "B" DEMOLITION:
B1. REMOVE ALL PARTITIONS AS INDICATED BY DOTTED LINES
B2. REMOVE ALL PLUMBING FIXTURES, CONCRETE SLAB, CABNETRY & WALL
FINISHES AT EXISTING KITCHEN.
B3. EXISTING SLAB TO BE REMOVED AS NECESARY TO ACCESS AND RELOCATE
EXISTING PLUMBING LINES.
B4. ALL EXISTING APPLIANCES TO BE STORED IN A SAFE PLACE DURING TIME
OF CONSTRUCTION.
B5. EXISTING PELLA WINDOW TO BE RELOCATED. (R—#) INDICATES DOOR TO
BE RELOCAED. SEE PLAN FOR NEW LOCATIONS.
B6. EXISTING PORTION OF CONCRETE BLOCK WALL TO BE REMOVED AS
INDICATED BY DOTTED LINES.
B7. EXISTING TIE BEAM TO REMAIN.*AECEIVEDe
NOV 15 2004
AREA "C" DEMOLITION:
Tomtn of
C1. REMOVE CONCRETE BLOCK WALL AS INDICATED BY DOTTED LINES.
C2. EXISTING PELLA WINDOW TO BE RELOCATED. (R—#) INDICATES DOOR TO
BE RELOCAED. SEE PLAN FOR NEW LOCATION.
C3. PROVIDE SUPPORT TO UNDERSIDE OF BEAM DURING DEMOLITION OF
EXISTING BLOCK WALL.
JOHN G. BACCARI A.I.A.
ARCHITECT PLANNER
112 N.E. 1st. AVE. DELRAY BEACH FLORIDA
33444
P. (561) 243.0055 F. (56'J:243-1055
JOHN G. BACCAP.I
FLORIDA REGISTERED ARCHITECT
REGISTRATION # AR 0006457
Drawn Scale
A. S. I AS NOTED
Checked Date
JGB 2—FEB-04
Title
DEMOLITION PLAN
Project No.
Drawing No.
No. Revisions Date By
------
EXISTING WALL (TO BE DEMOLISHED)
/
"ALL DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS
II
EXISTING DOOR (TO BE DEM
LAS F*EDD? YRIGHT PROPERTY OF THE ARCHITECT AND
Q1
INDICATES WORK N OTE NUMBER II
MUST BE RETURNED UPON REQUEST. REPRODUCTION OF
'
DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS IN
PART OR WHOLE IS FORBIDDEN WITHOUT THE ARCHITECT'S
®R
EXISTING PANEL (TO BE REL
C3VA_TTEE®E)RMISSION."
INDICATES AREA NOT WITH—IN SCOPE OF WORK. OR
EXISTING CUTLETS (TO BE R
t0�Jmlr��HECK AND VERIFY ALL DIMENSIONS ON THE JOB.
DEMOLITION NOTES
GENERAL:
1. RAISE ALL ELECTRICAL RECEPTACLES TO 24" AFF. ALL NEW RECEPT'S TO
BE 24" AFF
2. PROVIDE NEW SPLIT A/C SYSTEM
3. AIR CONDITIONING: DISCONNECT EXISTING BRANCH DUCTWORK AND CAP.
INSTALL NEW 2—TON A/C SYSTEM, LOCATE NEW CONDENSER AS INDICATED
ON NEW PLAN, SHEET A-3.
AREA "B" DEMOLITION:
B1. REMOVE ALL PARTITIONS AS INDICATED BY DOTTED LINES
B2. REMOVE ALL PLUMBING FIXTURES, CONCRETE SLAB, CABNETRY & WALL
FINISHES AT EXISTING KITCHEN.
B3. EXISTING SLAB TO BE REMOVED AS NECESARY TO ACCESS AND RELOCATE
EXISTING PLUMBING LINES.
B4. ALL EXISTING APPLIANCES TO BE STORED IN A SAFE PLACE DURING TIME
OF CONSTRUCTION.
B5. EXISTING PELLA WINDOW TO BE RELOCATED. (R—#) INDICATES DOOR TO
BE RELOCAED. SEE PLAN FOR NEW LOCATIONS.
B6. EXISTING PORTION OF CONCRETE BLOCK WALL TO BE REMOVED AS
INDICATED BY DOTTED LINES.
B7. EXISTING TIE BEAM TO REMAIN.*AECEIVEDe
NOV 15 2004
AREA "C" DEMOLITION:
Tomtn of
C1. REMOVE CONCRETE BLOCK WALL AS INDICATED BY DOTTED LINES.
C2. EXISTING PELLA WINDOW TO BE RELOCATED. (R—#) INDICATES DOOR TO
BE RELOCAED. SEE PLAN FOR NEW LOCATION.
C3. PROVIDE SUPPORT TO UNDERSIDE OF BEAM DURING DEMOLITION OF
EXISTING BLOCK WALL.
JOHN G. BACCARI A.I.A.
ARCHITECT PLANNER
112 N.E. 1st. AVE. DELRAY BEACH FLORIDA
33444
P. (561) 243.0055 F. (56'J:243-1055
JOHN G. BACCAP.I
FLORIDA REGISTERED ARCHITECT
REGISTRATION # AR 0006457
Drawn Scale
A. S. I AS NOTED
Checked Date
JGB 2—FEB-04
Title
DEMOLITION PLAN
Project No.
Drawing No.