7615 SW 62 AVE ERPB-07-078-030 INTENT OF C®NTF�.ACT 1DOCUi„IENT5 GENEi;PAL N®TEs
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THESE GENERAL NOTES GIVE DIRECTIVES AND PROVIDE STANDARDS THAT FURTHER COMPLIMENT GENERAL: THESE SPECIFICATIONS ARE INTENDED TO PROVIDE THE GENERAL CONTRACTOR WITH A 11. CONCRETE AT EXTERIOR WALK: BROOM FINISH CONCRETE UNLESS OTHERWISE NOTED.
IT 15 THE INTENT OF THESE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS 70 DESCRIBE ALL LABOR THE DRAWINGS AND TOGETHER WITH THE DRAWINGS CONSTITUTE THE CONTRACT DOCUMENTS. STANDARD OF QUALITY FOR CONSTRUCTION MATERIALS AND WORKMANSHIP. ITEMS SPECIFIED MAY
MATERIALS AND EQUIPMENT REQUIRED TO COMPLETE THE WORK CALLED FOR INDICATED OR REASONABLY CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES, BE SUBSTITUTED AS PROVIDED FOR IN THE GENERAL NOTES. ALL ITEMS NOT SPECIFIED ARE TO BE
IMPLIED BY THEM. INCLUDING: ELECTRICAL,PLUMBING, AIR CONDITIONING,SITE WORK AND AMBIGUETIES AND/OR CCNTRADIC71ON5 BETWEEN THEM AND THOSE DOCUMENTS AND BETWEEN CCN516T NT WITH THE QUALITY F T THAT SPECIFIED T 12. ALUMINUM DOORS
OTHER ITEMS INCIDENTAL THERETO OTHERWISE DESCRIBED. E E '5 L O HOSE A ARE SPEC ED AND SHALL BE DANCE IT
SUBSURFACE PREPARATIONS AND ALL O ER E DEN L RE R THESE DOCUMENTS AND EXISTING CONDITIONS PRIOR TO BID SUBMITTAL.UPON CONTRACT M05T ARCHITECTS/ENGINEER'S APPROVAL. ALL INSTALLATIONS SHALL BE IN ACCORDANCE WITH
FAILURE TO SHOW DETAILS OR REPEAT ON ANY DRAWING THE FIGURES,NOTES OR DETAILS GIVEN ON STRINGENT STANDARD WILL APPLY. MANUFACTURERS RECOMENDATIONS AND APPLICABLE CODES,NATIONAL STANDARDS AND 12.1 ALUM. DOORS: TO BE 'YKK-35H' OR APPROVED EQUAL,
ANOTHER DRAWING SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO PERFOF;rl THE CONSTUCTION PRACTICE. REFER TO CIVIL,STRUCTURAL,ARCHITECTURAL,MECHANICAL AND MEDIUM STILE IMPACT RESISTANT DOORS
WORK(AT NO ADDITIONAL COST)AS IF SHOWN ON EACH AND EVERY DRAWING. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE NATIONAL,STATE AND LOCAL ELECTRICAL DRAWINGS AND OTHER CONTRACT DOCUMENTS FOR ADDITIONAL REQUIREMENTS AND WITH MANUFACTURER'S STANDARD HARDWARE AS FOLLOWS: 1-1/1 PAIR BUTT
ALL WORK SHALL BE IN A FIRST CLASS WORKMANSHIP MANNER NEAT AND COMPLETE IN ACCORDANCE WITH CODES HAVING JURISDICTION. 5PECIF[CATIONS. HINGES PER LEAF,STANDARD PUSH-PULLS,MS LOCK WITH CYLINDER AND THUMBTURN, GUTIERREZ DRAWINGS AND SPECIFICATIONS AND THE GOVERNING BUILDING CODE,THE STATE ENERGY EFFICIENCY CODE 3 OR 5 POINT LOCK ASSEMBLIES,MILL FINISH TED 4' 'AIR ONLY' THRESHOLDS,AND ALL AUTHORITIES HAVING JURISDICTION. CONTRACTOR SHALL ENDEAVOR TO PROTECT THE OUNER'5 2• CONTRACTOR 15 TO FAMILIARIZE HIMSELF WITH THE SITE AND EXISTING UTILITIES AND I. SOIL TREATMENT LGN'•4040 'SUPERSMOOTHI) ' SURFACE MOUNTED CLOSERS WITH ADAPTER PLATE
CHARACTERISTICS OF THE SITE AND VERIFY ALL INFORMATION SHOWN ON THE PLANS AS
AND ADJACENT OWNERS PROPERTY FROM DAMAGE DUE TO THE CONSTRUCTION PROCESS AT ALL TIMES 1.1 PROVIDE WATER BASED EMULSION SPECIFICALLY FORMULATED TO PREVENT INFESTATION
EXISTING AND/OR OTHERWISE INFLUENCING THE NEW CONSTRUCTION,PRIOR L SUBMITTING LOZANO
AND REPAIR AT NO COST TO THE OWNER ANY DAMAGE THAT DOES OCCUR BY TERMITES. FUEL OIL WILL NOT BE PERMITTED. PROVIDE A WORKING SOLUTION THAT 122 INSTALLATION:
HIS BID FOR WORK CONTRACTOR SHALL SUBMIT A CONSTRUCTION SCHEDULE IN THE FORM COMPLIES WITH ALL APPLICABLE BUILDING CODES AND EPA.
CONTRACTOR SHALL ARRANGE FOR INSPECTIONS AND TESTS SPECIFIED OR REQUIRED BY THE CITY/COUNTY OF A GPN CHART SHOWING COMMENCEMENT DATE AND TIME FOR SUBSTANTIAL COMPLETION A. ALL MEMBER SHALL BE SECURELY ANCHORED TO STRUCTURE AS DETAILED
BUILDING DEPARTMENT AND SHALL PAY ALL FEES AND COSTS FOR THE SAME. IT SHALL BE THE AND DURATION OF EACH ACTIVITY AND INTERDEPENDABLE BETWEEN THEM TOGHETHER WITH 12 PROVIDE ONLY SOIL TREATMENT SOLUTIONS WHICH ARE NOT INJURIOUS 70 PLANTING IN AND SHALL BE SET PLUMB AND LEVEL. MEMBERS SHALL BE 50 INSTALLED AS
CONTACTOR'S RESPONSIBILITY TO SECURE AND PAY FOR ALL PERMITS AND UPON COMPLETION OF WORK HIS BID,AND SHALL UPDATE THE SAME EVERY 30 DAYS FROM AWRD OF CONTRACT. LANDSCAPED AREAS. TO PERMIT SUFFICIENT LATERAL AND VERTICAL MOVEMENT UNDER EXPANSION ARCH ETECTS
(PRIOR 70 FINAL PAYMENT)DELIVER TO THE OWNER A CERTIFICATE OF OCCUPANCY FROM THE CITY/COUNTY 3. GUARANTY AND WARRANTY: THE CONTRACTOR SHALL WARRANT AND/OR GUARANTEE ALL 13 APPLICATION. AND CONTRACTION WITHOUT DEFLECTION OR BUCKLING.
BUILDING AND ZONING DEPARTMENT. MATERIALS AND WORKMANSHIP TO BE FREE FROM DEFECTS AND IN PER>=ECT WORKING B. WHERE ALUMINUM 15 PLACED IN CONTACT WITH DISSIMILAR MATERIALS THE
SHOULD A LABOR AND MATERIAL PAYMENT BOND OR A PERFORMANCE BOND BE REQUIRED BY THE OWNER, CONDITION,INCLUDED BUT NOT LIMITED TO: HARDWARE,FIXTURES,MECHANICAL AND A FOLLOW STRICTLY MANUFACTURER'S WRITTEN INSTRUCTIONS,EPA GUIDELINES,AND ALL ALUMINUM SHALL BE SACK-PAINTED BEFORE ERECTION WITH ZINC CHROMATE
THE COST OF SAID BOND SHALL BE PAID FOR BY THE CtLNER. CONTRACTOR SHALL BE REQUIRED TO CARRY ELECTRICAL EQUIPMENT AND INSTALLATION FOR A PERIOD OF ONE YEAR FROM DAY OF APPLICABLE STATE AND FEDERAL REGULATIONS. PAINT OR A HEAVY COAT OF BITUMINOUS PAINT. 2830 W. STATE ROAD 84, SUITEI 17
B. REMOVE FOREIGN MATTER WHICH COULD DEGREASE EFFEGTIVENSS OF TREATMENT ON
COMPREHENSIVE LIABILITY INSURANCE IN THE AMOUNT OF THE CONTRACT AND WORKMEN,S COMPENSATION FINAL ACCEPTANCE. FT. LAUDERDALE, FL. 33312
INSURANCE AT HIS OWN EXPENSE. THE A.IA GENERAL CONDITIONS OF THE CONTRACT FORM A201(LATEST AREAS TO BE TREATED. LOOSEN,RAKE AND LEVEL SOIL TO BE TREATED EXCEPT C. ALUMINUM SURFACES SHALL BE PROTECTED FROM DAMAGE BY CONCRETE,
EDITION)ARE HEREBY MADE PART OF THIS CONTRACT AS IF WRITTEN ON THE FACE HEREOF(SEE AT THE END OF THE WORK THE CONTRACTOR SHALL FURNISH THE OWNER WITH ALL WRITTEN IN PREVIOUSLY COMPACTED AREAS- MORTAR,LIME,ACIDS OR OTHER HARMFUL SUBSTANCES AS WELL AS DAMAGE PHONE: (9 5 4) 321 -3442
EQUIPMENT/FIXTURES GUARANTEE5 AND/OR WARRANTEES FURNISHE BY THE MANUFACTURER C. APPLY A MINIMUM OF ONE GALLON PER 10 SQUARE FEET
SUPPLEMENTARY CONDITIONS IF ANY)HERE IN FOR ADDITIONS DELETIONS AND OTHER MODIFICATIONS FOR ALL EQUIPMENT/FIXTURES WHETHER OR NOT SUCH GUARANTEE 15 REQUESTED IN THE BY CARELESS HANDLING OF TOOLS,MACHINERY AND MATERIALS. PROTECTION FAX: (9 54) 32 1 -386 4
THERETO. PLANS AND SPECIFICATON6- COPIES OF PURCHASE ORDERS AND INVOICE6 SHALL BE PROCEDURES AS PRESCRIBED BY THE MANUFACTURER SHALL BE FOLLOWED.
FURNISHED FOR GUARANTEE AND WARRANTY PURP05EB UPON THE REQUEST OF THE OWNER 1.4 GUARANTEE: PROVIDE THREE (3)COPIES OF WRITTEN GUARANTEE CERTIFYING THAT
CHEMICALS HAVING THE REQUIRED CONCENTRTRATION AND THE RATE OF APPLICATION D. ALL JOINTS SHALL BE FITTED ACCURATELY,NEATLY,AND SECURELY. ALL CUT
IN ADDITION,THE CONTRACTOR SHALL FURNISH TO THE OWNER ALL OPERATION,MAINTENANCE AS HEREIN SPECIFIED,HAVE BEEN APPLIED AND THAT THE SOIL POISONING TREATMENT MACHINED ENDS AND RECESSES SHALL BE TRUE,ACCURATE AND FREE OF REVISIONS
AND REPAIR MANUALS SUPPLIED BY THE MANUFACTURER AND SHALL CLEARLY MARK ON ALL WILL PREVENT ATTACK BY SUBTERRANEAN TERMITES FOR A PERIOD OF NOT LE55 BURRS OR ROUGH ENDS.
ELECTRICAL PANELS THE CIRCUITS THEREOF DESIGNATING AREAS AND EQUIPMENT. THAN FIVE (5)YEARS,AND IF SUBTERRANENAN TERMITE ACTIVITY 15 DISCOVERED
DURING THE GUARANTEE PERIOD,THE CONTRACTOR SHALL RETREAT THE SOIL BY
WHATEVER MEANS NECE55ARY AND REPAIR OR REPLACE ALL DAMAGE CAUSED BY 13• ROOFING SPECIFICATIONS:
4. WRITTEN DIMENSIONS 64ALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.DRAWINGS ARE TERMI7E INFESTATION.
NOT TO BE SCALED.
13.1 BUILT-UP ROOF: FOUR-PLY FIBERGLASS FELTS,TYPE VI,ASPHALT SATURATED,01.15
5. SHOULD CONTRACTORS FIND ANY DISCREPANCY IN DIMENSIONS OR BETWEEN PLANS AND 2. MISCELLANEOUS SPECIFICATIONS L55.PER 5F-CLASS 'A' BEARING UL LABEL AS PER A57M D2118-86a HOT MOPPED
SPECIFICATIONS AND ACTUAL OR EXISTING CONDITIONS,HE SHALL NOTIFY ARCHITECT/ENGINEER WITH GLASKAP MINERAL SURFACED CAP SHEET. MANVILLE
INMEDIATELY FOR POSSIBLE RE-DESIGN PRIOR TO THE EXECUTION OF THE WORC 2.1 DRYWALL USG GYPSUM WALLBOARD OF DIMENSIONS SHOWN. USE TYPE 'X'FOR FIRE SPECIFICATION '414C' OR APPROVED EQUAL. FOR USE WITH RIGID INSULATION
RATED PARTITIONS. PROVIDE MOISTURE RE515TANT BOARDS AT TOILETS. SUBSTRATE INSULATION TYPE SHALL BE AN APPROVED 5UB5TRATE COMPATIBLE
6. ACCESIBILITY FOR THE PHISICALLY HANDICAPPED: ALL BUILDING COMPONENTS BHALL 22 ALL CONCRETE MIN.3,000 P51 AT 28 DAYS. SIDEWALKS AND CURBS 2,500 PSI AT 28 DAYS WITH BUILT-UP ROOFING FELTS.
COMPLY WITH ALL REQUIREMENTS OF ACCESSIBILITY FOR THE PHISICALLY HANDICAPPED AS WITH MIN.6'x 6' 10/10 W.W1M.,UNLE55 OTHERWISE SECIFIED ON CIVIL OR STRUCTURAL BUILT-UP ROOF SHALL COMPLY WITH UL CLASS A,CLASS 90 AND WITH ALL OTHER
PER STATE OF FLORIDA ACCCESSIBILITY CODE DRAWINGS- PROVIDE EXPANSION JOINTS IN ALL CONCRETE AREAS SO AS TO LIMIT POURS APPLICABLE REGULATORY REQUIREMENTS.
(LATEST EDITION),AND AMERICAN WITH DIABILITY ACT (ADA). 70 20 FEET IN ANY DIRECTION.SEE STRUCTURAL DRAWINGS FOR ADDITIONAL
REQUIREMENTS. 132 STANDING SEAM METAL ROOF: MINIMUM ROOFING MEMBRANE UNDERLAYMENT SHALL
1. CONTRACTOR SHALL PROVIDE 1' HIGH CHAIN LINK FENCE TO SECURE TRAILER,EQUIPMENT AND 23 STUDS SHALL BE MINIMUM 22 GAUGE METAL STUDS AT 16 INCH/OC OF DIMENSIONS SHOWN. BE SO•MINERAL COMPOSITION FELT, MOPPED TO ONE 300 ASPHALT SATURATED
MATERIALS COMPOUND IN ADDITION TO PROVIDING 6' CHAIN LINK FENCE AT CONSTRUCTION PROVIDE FIRE STOP RUIWNERS AT CEILING HEIGHT AND AT 8'-0' O.G.VERTICALLY MAXIMUM FELT TIN-TAGGED TO 5/8'EXTERIOR GRADE PLYWOOD SHEATHING.
PERIMETER METAL ROOF : 22 GA.GALV STEEL STANDING SEAM METAL PANELS BY 'ATAS' OR
2.4 CHANNELS: USG GOLD ROLLED,ASPHALTUM PAINTED. PROVIDE 3/4'FURRING HI-HAT APPROVED EQUAL,KYNAR 500 FINISH.
CHANNELS AND 1-1/2' RUNNERS AT LOCATIONS INDICATED ON DRAWINGS. USE HANGER WIRE
8. PROJECT IDENTIFICATION SIGN: CONTRACTOR SHALL ERECT ONE PROJECT IDENTIFICATION No.8 AND TIE WIRE No 16. 1/8' WALL FURRING STRIPS SHALL BE 25 GAUGE 2-3/4'WIDE. A- ACCESSORIES SAME GAUGE AND COLOR AS PANELS
SIGN AND ONE ARCHITECTS FIRM SIGN AND LOCATE SAME ON JOB SITE AS DIRECTED 2.5 ALL CAULKING TO BE 'VULKEM' ONE PART URETHAN CONSTRUCTION. COLOR TO MATCH B. COLOR AS PER ARCHITECT SELECTION. MANUEL GUTIERREZ
BY ARCHITECT. SIGN SHALL EXHIBIT BUT NOT BE LIMITED TO THE FOLLOWING INFORMATION: ADJACENT FINISH COLOR
PROJECT NAME,PROJECT LOCATION,PROJECT OWNER ARCHITEC,GENERAL CONTRACTOR NOTE: BUILT-UP ROOFING AND ROOF 644EET METAL ROOF SHALL BE DONE BY THE STATE OF4LA...REG. 'No. 8253
PROJECT SIGN SHALL BE 4 FEET HIGH x 8 FEET WIDE AND MADE OF ONE INCH PRESSURE SAME CONTRACTOR
TREATED PLYWOOD PAINTED USING HIGHEST QUALITY MARINE PAINT IN COLORS SELECTED 2b ALL EXTERIOR DOOR AND WINDOW FRAMES TO BE SEALED WITH EXTERIOR GRADE r
BY ARCHITECT. SEALANT.
133 QUALITY CONTROL: ROOFING CONTRACTOR SHALL HAVE A MINIMUM OF FIVE YEARS V '=
c4 ON SITE SIGNAGE: ALL ON 517E SIGNAGE OTHER THAN PROJECT IDENTIFICATION SIGN SHALL 2.1 ALL SILLS AND THRESHOLDS TO BE SET IN A FULL BED Or CAULKING EXPERIENCE IN THE INSTALLATION OF ROOFING SYSTEMS SIMILAR TO THE SPECIFIED,
HAVE THE APPROVAL OF THE ARCHITECT/OWNER AND ALL AGENCIES HAVING JURI5DICTION IN ADDITICN THE INSTALLER SHALL BE CERTIFIED BY THE BUILT-UP ROOFING
AND SHALL BE LIMITED TO 24 SQUARE FEET IN TOTAL AREA AND HEIGHT NOT TO EXEED 6 2B LINTELS: MANUFACTURER AS AN ACCEPTABLE INSTALLER
FEET ABOVE FINISH GRADE. i
DOOR AND WINDOW OPENINGS IN MASONRY WALLS TO HAVE CONCRETE LINTELS. �
LINTELS TO BE INTEGRAL WITH THE TIE BEAM WHEN HEAD OF OPENING 18' OR LESS BELOW. 13.4 WARRANTY: PROVIDE A FIVE(5)YEAR WARRANTY CERTIFYING THAT ROOF WILL BE ' '=
ADDITIONAL 2-5 BOTTOM WHERE DROPS ARE OR MORE. MINIMUM BEARING 8' EACH FREE FROM DEFECTS IN MATERIALS AND/OR WORKMANSHIP,AND THAT SHOULD ANY
10. WHEN A DETAIL DIMENSION OR REFERENCE IS INDICATED A5 'TYPICAL' t7 APPLIES 10 ALL 1'SIDE. MINIMUM LINTEL S' DEEP WITH 2-•4 TOP AND BOTTOM,SPAN LESS THAN 6'-0'. USE FAILURE OF ROOF OCCURS, IT WILL BE REPAIRED BY CONTRACTOR AT NO COST TO `!.. l�
SIMILAR SITUATIONS WHETHER INDICATED OR NOT,UNTIL 17 IS CHANGED BY ANOTHER HALF THE REINFORCEMENT FOR 4'WALLS. LINTELS FOR NEW OPENINGS IN EXISTING THE OWNER.
DETAIL,DIMENSION OR REFERENCE. CONCRETE BLOCK WALLS MAY BE 8' x 12' PRECAST CONCRETE WITH 8'MINIMUM BEARING CARLOS LOZANO
11. STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH ARCHITECTURAL,AIR AT EACH END,UNLESS OTHERWISE SHOWN ON STRUCTURAL DRAWINGS. STATE OF FLA. REG. No. 0014722
14. ARCHITECTURAL FOAM MOLDING
CONDITIONING,PLUMBING AND ELECTRICAL DRAWINGS TO LOCATE DEPRE55 SLA55,5LOPE5 2.9 ALL STUCTURAL STEEL AND MISCELLANEOUS STEEL SHALL BE SHOP PAINTED WITH TWO
DRAINS,OUTLETS,RECESSES OPENINGS,REGLETS,BOLT SETTINGS,SLEEVES,DIMENSIONS,ETC. COATS OF RED OXIDE PRIMER( FIELD TOUCH-UP OF DAMAGED FINISH REQUIRED) 14.1 FOAM MOLDING SHALL BE 'TOUGH COAT'GRADE AS MANUFACTURED BY THE 'FOAM FACTORY'
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER (PH: 954-485-6100),OR EQUAL.
BEFORE PROCEEDING WITH THE WORK. SHOULD UNSUITABLE MATERIAL (SUCH AS MUCK,PEAT, 210 ALL GLAZING SHALL BE TINTED,COLOR AS SELECTED BY ARCHITECT, AND FOAM MOLDING TO BE IN COLOR AND TEXTURE AS APPROVED BY ARCHITECT.
.
OR OTHER ORGANICS)BE ENCOUNTERED DURING FOUNDATION EXCAVATION EXCEPT AS AL COMPLY W/F.B.G. REQUIREMENTS FOR IMPACT- FROM MANUFACTUR'S STANDARD SAMPLES AND CATALOGUE.
IDENTIFIED HEREIN,NOTIFY THE ARCHITECT/ENGINEER BEFORE POCEEDING WITH WORIG SHOP DRAWINGS SHOWING ALL DETAILS,INSTALLATION AND ANCHORING METHODS SHALL BE
2.11 ALL ALUMINUM SECTIONS SHALL BE FINISHED WITH ELECTRO STATIC PAINT UNLESS SUBMITTED FOR ARCHITECTS REVIEW AND APPROVAL.
12. ALL TENANT 5UIT-UPS(BAY IMPROVEMENTS)OTHER THAN AS SHOWN ON DRAWINGS SHALL OTHERWISE NOTED. COLOR AS SELECTED BY ARCHITECT.
BE UNDER SEPARATED PERMITS. 2.12 SOUND INSULATION: FIBERGLASS NOISE BARRIER INSULATION BATTS BY OWENS CORNING 142 ALL JOINTS BETWEEN MOLDING SECTIONS SHALL BE SEALED TO AVOID WATER INTRJ510N
(5TC RATINGS - SEE PLANS)FOLLOW MANUFACTURER'S RECOMMENDATIONS.
13. VERIFY ALL DIMENSIONS IN FIELD BEFORE FABRICATION OF ANY CABINET WORK OR BUILT-IN
ITEM OR EQUIPMENT. 2.13 STUCCO: ALL EXTERIOR WEATHERING SURFACES SHALL BE 2 COAT 3/4' STUCCO WITH 2
14. CONTRACTOR SHALL VERIFY WITH WINDOW,STOREFRONT AND DOOR MANUFACTURERS COATS OF SEALER/PAINT. SEE ELEVATIONS AND SECTIONS FOR TEXTURE AND COLOR
REQUIRED MASONRY OPENINGS FOR PROPER INSTALLATION BEFORE MASONRY WORK 15 TOLERANCE OF 1/4' IN 10 FEET. ALL STUCCO APPLIED OVER WOOD AND/OR GYPSUM
STARTED OR CONCRETE POURED. SHEATHING SURFACES SHALL BE APPLIED OVER EXPANDED METAL LATH OVER 15 LE55 15. CONCRETE PAVERS: PROVIDE UNI-DECOR PAVERS AS MANUFACTURED BY PAVERS SYSTEMS
ASPHALT SATURATED FELT WITH A MINIMUM 8' LAP IN ALL DIRECTONS. OR APPROVED EQUAL.
15. CONTRACTOR SHALL HAVE CERTIFICATION FROM A FLORIDA REGISTERED GEOTECHNICAL
ENGINEER THAT BOIL BEARING CAPACITY HAS BEEN ACHIEVED IN ACCORDANCE WITH 2.14 METER ROOMS: TO RECEIVE 3/4' PLYWOOD BACKBOARD FLOOR TO CEILING. PROVIDE 15.1 PAVERS TO BE MADE OF INTEGRAL COLOR CONCRETE,MINIMUM COMPRESSIVE STRENGHT
REQUIREMENTS SET FORTH IN THESE DOCUMENTS. MINIMUM ONE (1)DUPLEX RECEPTACLE FOR SERVICE IF APPLICABLE OF 8000 P51.WATER ABSORPTION 5%MAXIMUM-
152 MEET OR EXEED A6TM G-936
16. FINAL ACCEPTANCE - ONE YEAR INSPECTION: NO LATER THAN 30 DAYS PRIOR TO 2.15 TELEPHONE ROOM: COORDINATE LOCATION OF EQUIPMENT WITH TELEPHONE SYSTEM 153 COLOR AS SELECTED BY ARCHITECT,
EXPIRATION DATE OF CONTRACTOR'S GUARANTEE PERIOD.THE GENERAL CONTRACTOR SUPPLIER PROVIDE 3/4' PLYWOOD BACKBOARD AS INDICATED ON DRAWINGS AND/OR
SHALL NOTIFY(BY REGISTERED MAIL)THE OWNER AND THE ARCHITECT THAT THE BY 5UPPLIER. PROVIDE MINIMUM ONE (1)DUPLEX RECEPTACLE FOR SERVICE IF APPLICABLE
GUARANTEE PERIOD 15 ABOUT TO EXPIRE AND A FINAL INSPECTION TO NOTE ANY DEFECTS 18. ELEVATOR
AND DEFICIENCIES HAS BEEN SCHEDULED. THE BUILDING WILL NOT BE ACCEPTED UNTIL SAID 2 i6 INSULATION: PROVIDE A MINIMUM R-30 FIBERGLASS BAITS INSULATION AT ATTIC SPACE.
DEFICIENCIE5/DEFECTS HAVE BEEN CORRECTED.THE GENERAL CONRACTOR GUARANTEE 18.1 EQUIPMENT: ONE (1)THYSSEN KRUPP PASSENGER ELEVATOR ADA COMPLIENT.
PERIOD SHALL BE EXTENDED UNTIL SUCH TIME AS WARRANTEE REPAIRS HAVE BEEN BY OWENS CORNING OR EQUAL. MODEL: FLEETWOOD 21
COMPLETED.AND ACCEPTED IN WRITING. FAILURE TO NOTIFY OR SCHEDULE WITH ARCHITECT/
OWNER OF SUCH INSPECTION WILL EXTEND GUARANTEE PERIOD UNTIL INSPECTION IS 2.11 MINIMUM FLAME SPREAD CLASIFICATION OF INTERIOR FINISHES IN EXIT CORRIDORS AND 182 CONTROL: HYDRAULIC
PERORMED. EXIT ACCESS SPACES SHALL BE CLASS 'B'. ALL OTHER SPACES SHALL BE CLASS 'C'.
183 CAPACITY: 2,100 LBS.
2.18 PROVIDE ONE (I)TYPE 40-5C FIRE EXTINGUISHER FOR EVERY 2500 SQUARE FEET OF 18.4 SPEED: 80 FEET PER MINUTE
11. SUBSTITUTIONS WILL ONLY BE ENTERTAINED BY THE ARCHITECT/ENGINEER WITHIN 30 DAYS FLOOR AREA AND/OR 15 FEET OF TRAVEL DISTANCE. MINIMUM ONE PER TENANT. 185 OPERATION: a etem: TAG 20
OF CONTRACT AND THEN ONLY WHEN ACCOPAINED BY EXPLANATORY NOTE STATING: y
A 186 GAR SIZE
REASON FOR SUBSTITUTION 3. WOOD DOORS: AS SELECTED BY ARCHITECT
B- ADJUSTMENT TO CONTRACT COST AND CONTRACT TIME SCHEDULE PLATFORM: 5'-8'WIDE x 4- PEEP
CLEAR INSIDE: 1'-4' WIDE x 6'-13314 6�%' DEEP
C. AVAILABILITY ASSURANCE 4. HOLLOW METAL DOORS: 18 GAUGE ZINC COATED,BONDERIZED STEEL,FLUSH,FULLY WELDED 18.1 TRAVEL: 10'-6'
D. SHOP DRAWINGS/BROCHURES/CATALOGUE CUTS SUBSTANTIATING 'EQUAL' QUALITY AND FORMED TO A 1-3/4 INCH THICKNESS WITH NO VISIBLE SEAMS ON EDGES OR FACES. 18.8 POWER SUPPLY: 2081 3 PHASE/60 CYCLES v 1
AND/OR PERFORMANCE TO ARGHITEGT5/ENGINEER SATISFACTION. INSULATE WITH ROCK WOOL,MORTISE DRILL AND TAP AT FACTORY FOR HARDWARE. TOP 18.9 MACHINE LOCATION: ADJACENT TO GROUND LANDING.
CLOSED TO PREVENT MOISTURE ACCUMULATION. FRAMES 16 GAUGE STEEL CONFIGURED AS
PER DETAILS- FINISH RUST INHIBITIVE SHOP PRIMER FINISH PER SPECIFICATIONS BELOW- 18.10 STOPS: TWO(2)
18. PROPRIETY NOTES: PROPRIETY DETAILS NOTED 'SHOWN AS PER' ARE INTENDED FOR USE 18.11 OPENINGS: TWO(2)NOT IN LINE r
(�+�1
ONLY AS A GUIDE FOR QUALITY AND CONSISTENCY OF STANDARDS AND DO NOT PERGLUDE 5. HARDWARE: 18.12 HOIST WAY DOOR: 3'-0' WIDE x 1'-0' HIGH,SINGLE SPEED,
USE OF ANOTHER PRODUCT OF EQUAL QUALITY, IF APPROVED BY ARCHITECT/ENGINEER A. LOCKS - SCHLAGE STAINLESS STEEL 94 FRAMES AND DOOR
B. BUTTS - STANLEY 18.13 DOOR OPERATION: DC POWER,GEARLESS
19. SHOP DRAWINGS: CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING(U ONE SEPIA C. DOOR CLOSERS - LGN
D. MISCELLANEOUS HARDWARE - GLYNN- JOHNSON 18.14 CAR ENCLOSURE: PLASTIC LAMINATE SIDES AND REAR WALL,STAINLESS STEEL 04
AND (2)TWO PRINTS OF THE SHOP DRAWINGS LISTED BELOW ON A TIMELY BASIS SO AS TO E. DOOR STOPS,FLUSH BOLTS - IVES FRONT RETURN AND TRANSOM,ONE(1)STAINLESS STEEL HANDRAIL
ALLOW FOR PROPER PROCESSING BY THE ARCHITECT/ENGINEER WITHOUT CAUSE OF DELAY F. THRESHOLD - PEMKO ON REAR WALL,STANDARD BAKED ENAMEL CEILING,TWO SPEED
TO THE WORK SHOP DRAWNGS REQUIRE 70 BE SUBMITTED TO THE ARGHITEGT/ENG[NEER G. EXIT DEVICES - VON DUPRIN FAN,FLOORING BY OTHERS.
FOR APPROVAL PRIOR TO THE FABRICATION/ERECTION: HARDWARE SUPPLIER TO FURNISH HARDWARE TO COMPLETE THE PROJECT. 18.15 SIGNALS: ILLUMINATING CAR AND HALL PUSH BUTTONS,POSITION INDICATOR
19.1. PREFABRICATED PRECAST CONCRETE JOISTS IN CAR CAR RIDING LANTERN AND GONG.
192 STOREFRONT,WINDOW AND GLAZING 6, FINISH CARPENTRY AND MILLWORK: AS SELECTED BY ARCHITECT
193 BUILT-UP ROOF AND INSULATION
19.4 STANDING METAL SEAM ROOFING 18.16 SPECIAL FEATURES: FIREMAN'S EMERGENCY SERVICE,ALL HANDICAP CODE try[
195 FABRIC AWNINGS REQUIREMENTS,SILL ANGLES,PIT LADDER,THREE(3) 44 z.0 M
20. SAMPLES: CONTRACTOR SHALL SUBMIT/PROVIDE TO THE ARCHITECT/ENGINEER FOR 1. PLASTIC LAMINATE: AS SELECTED BY ARCHITECT MONTHS FREE SERVICE.
APPROVAL PRIOR TO PURCHASE/EXECUTION THE SAMPLES BELOW(SEE DRAWNG5 FOR ANY
ADDITIONAL REQUIREMENTS) co
20.1 PAINT 8. CEILING TREATMENTS: AS SELECTED BY ARCHITECT m
202 STUCCO FINISH*
W T a
203 CONC.PAVERS (f 1
20.4 FOAM MOLDING 9. PAINTING:
205 DECORATIVE TILES AND MEDALLIONS 9.1 ALL COLORS SELECTED BY ARCHITECT/OWNER FROM 'SHERWIN WILLIAMS*
20-6 STANDING METAL SEAM ROOFING COLOR SYSTEM.
a 20.1 FABRIC AWNINGS
U 92 A. ALL NEW INTERIOR 5URFACE5 SCHEDULED TO BE PAINTED SHALL RECEIVE 3 r�
* CONTRACTOR SHALL PROVIDE ON THE EXTERIOR STUCCO WALL A FINISH SAMPLE OF COATS(2 COA75 AT EXISTING INTERIOR SURFACES)FLAT PAINT,DOORS AND
3 100 Sr-.MINIMUM IN AREA DE51GNATED TO DETERMINATED TEXTURE,COLOR AND DOOR FRAMES SHALL RECEIVE TWO COATS OF SEMI-GLOSS ENAMEL PAINT. W p��
QUALITY FINISH
21. GASH ALLOWANCES AND BID ALTERNATES: CASH ALLOWANCES AND BID ALTERNATES B. DOORS AND FRAME5 SCHEDULED AS STAIN GRADE SHALL BE DEVOID OF
SURFACE BLEMISHES,FINGER JOINTS AND COLOR DISPARITIES,AND FINISHED
SHALL BE INCLUDED IN THE CONTRACT SUM AND SHALL BE DEEMED TO INCLUDE THE COST
N WITH TWO COATS OF SEMI-TRANSPARENT STAIN IN COLORS SELECTED BY
THE MATERIALS,SITE INSTALLATION COST. OVERHEAD AND PROFIT SHALL BE INCLUDED AS ARCHITECT. DOORS AND FRAMES SCHEDULED AS VENEERED OR OF
PART OF THE BASE BID.
PARTICULAR WOOD SPECIES SHALL RECEIVE TWO GOATS OF POLYURETHANE
VARNISH SATIN FINISH.
22. CLEANING: 93 A AT EXTERIOR SUR!FACE5 SCHEDULED TO BE PAINTED SHALL
PAINT OVER ACRYLIC MASONRY SEALER PRIMER COATS
OFF SHEET TITLE
a 22-1 DURING CONSTRUCTION OVERSEE CLEANING AND ENSURE THAT BUILDING GROUNDS PROVIDE TWO COATS OF SEMI-GLOSS ENAMEL
N ARE MAINTAINED FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH. OR WOOD STAIN ON METAL OR WOOD RESPECTIVELY. ALL PRE-F(NI5HED OR
REMOVE WASTE MATERIALS,RUBBISH AND DEBRIS FROM THE SITE AND LEGALLY SHOP FINISHED ITEMS SHALL BE TOUGHED-UP IN FIELD WITH SHOP PROVIDED
n DISPOSE OF AT PUBLIC OR PRIVATE DUMPING AREA OFF JOB SITE. BROOM CLEAN PAINT.
N INTERIOR BUILDING AREAS WHWEN READY TO RECEIVE FINISH PAINTING. SUBMIT MATERIALS AND PROCESS CUT SHEET FOR THE ARCHITECTS APPROVAL NOTES AND SPECIFICATIONS
BEFORE ANY MATERAILS ARE PURCHASED AND/OR INSTALLED.
8 222 SPECIAL CLEANING BESIDES THE GENERAL BROOM CLEANING. DO THE FOLLOWING
N SPECIAL CLEANING AT COMPLETION OF WORK(FOR ALL TRADES)USING ONLY
CLEANING MATERIALS RECOMMENDED BY MANUFACTURERS OF SURFACE TO BE
c� CLEANED ONLY. REMOVE PUTTY STAINS AND PAINT FROM ALL GLA55 AND WASH
AND POLISH SAME. CARE SHALL BE TAKEN NOT TO SCRATCH GLA55. REMOVE ALL
Uj MARKS,STAINS,FINGER PRINT5 AND OTHER SOIL AND/OR DIRT FROM ALL PAINTED,
w DECORATE AND STAINED WORT_ CLEAN AND POLISH ALL HARDWARE AND FIXTURES 10. PRE-ENGINEERED PRECAST JOISTS: (SEE STRUCTURAL DRAWINGS FOR ADDITIONAL NOTES AND
N FOR ALL TRADES INCLUDING REMOVAL OF STAINS,DUST,PAINT,ETC.,UPON INFORMATION).
COMPLETION. 7��JOB 10.1 ALL CONCRETE JOISTS ARE TO BE DESIGNED BY PRECAST CONCRETE MANUFACTURER TO MEET OR J OD 1V O.:
EXCEED LOAD CONDITIONS CALLED FOR IN THESE DOCUMENTS IN ADDITION TO ALL
GOVERNING BUILDING CODES AND ARCHITECTURAL REQUIREMENTS,COMPLETE WITH ALL
223 CONTRACTOR SHALL PROVIDE OWNER WITH A DETAILED SCHEDULE OF MAINTENANCE TEMPORARY AND PERMANENTSHORNG,BRACING,BRIDGING,ATTACHMENTS AND ANCHORAGE
FOR ALL EQUIPMENT AND FINISHES INSTALLED FOR THIS PROJECT.THIS SCHEDULE FOR FINAL INSPECTION DATE
SHALL DESCRIBE PROCEDURES REQUIRED TO MAINTAIN ALL WARRANTIES. 09/12/08
102 SUBMIT DESIGN CALCULATIONS AND SHOP DRAWINGS SHOWING JOISTS LAYOUT SIGNED
a AND SEALED BY A FLORIDA REGISTERED ENGINEER ENGINEER AND ARCHITECT
Q OF RECORD SHALL REVIEW AND APPROVE SHOP DRAWINGS PRIOR TO FABRICATION. SHEET
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