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1 PRIOR TO C TION OF of WORD THE CO FAMILIARIZE IS E HI VISIT THE SITE COORS AND WINDOWS: ELECTRICAL NOTES cont.:
AND LcX,AtioN DF ALL PROPOSED I1JORlC,, TO FAMILIARIZE HIMSELF WitH M,b,�R,�'"'�: � L �
EXISTING TIO AND BUILDING CONDITIONS IN CONJUNCTION WITH THE 36 WINDOWS TO BE MANUFACTURED TO CONFORM TO THE LATEST EDITION OF 10 MINIMUM PRISM STRENGTH Mm) SHALL BE ISW PSI, Mc 1900 PSI). 105 ALL CONDUCTORS To BE SOFT -DRAIN COPPER MINIMUM SIZE A ,
CONSTRUCTION DOCUMENTS SCOPE OF WORK, AND HAVING SATISFIED ZE TO � 2 AVJC' F:'F',
HIMSELF AS To THE NATURE OF EXISTING CONDITIONS AND ANY OTHER THE FLORIDA BUILDING CODE WITH RESPECT TO MNIMUM EMERGENCY POWER WIRING AND 'f4 AWG FOR CONTROL WfRfNG GOtNDUGTOR IN3ULATfON To -t3E
OBSTRUCTIONS AND PHYSICAL CHARACTERISTICS OF THE JOB, AND THE EGRESS REQUIREMENTS. ALL SLIDING GLASS DOORS SHALL BE TEMPERED. 11 ALL NEW MASONRY WALLS ARE DESIGNED AS BEARING WALLS, AND SHALL 600 VOLT THW OR THHIUN ALL WIRING TO BE RN N RIGID CTORIfI'." OR-EMT. LAo .t00MEX
ALL WINDOWS AND DOORS TO BE CAULKED AND WEATHER STRIPPED. BE iN PLACE BEFORE SLABS (WITH THE EXCEPTION OF MONOLITHIC MAY BE USED FOR GENERAL LIGHTING AND RECEPTACLES (B AMP- GIRG'tJl *3- GNLYJ. ry M ry
INCLUDING THE 18 TO PROVIDE FOR RELOCATIONS AND RY COMPLETION THEREOF, WINDOW UNITS TO DISPLAY LABELS SHOVING COMPLIANCE WITH FLORIDA SL.ABFOOTING), BEAMS, AND COLUMNS ARE POURED.
OBJECTS THE REMOVAL, RELOCATIONS AND REPLACEMENT OF ANY STATE MODEL EMIERGENCY CODE SECTION SMA. WINDOW AND DOOR 106 CROU40 NG TO CONSIST OF COPPER CONDUCTORS IN CONDUIT WiTH BOLTED OR
OBJECTS DR OBSiRiJGTION WHICH MAY BE ENCOUNTERED IN DOING THE
PROPOSED WORK MANUFACTURER TO COORDINATE WiT14 BUILDER AND FIELD VERIFY ALL 12 ALL NEW BEARING BLOCK UNITS SHALL CONFORM TO ASTM C90 "STANDARD BRAZED NEUTRAL NNECTION TO COLD MATER PiPE FOR 120/220 VOLT NEUTRAL SIZES PRIOR TO FABRICATION. ALL GLAZED UNITS 18" OR LESS SPECIFICATIONS FOR HOLLOW LOAD BEARNG CONCRETE MASONRY UNITS". GROIANDIINCG AND BONDING TO COMPLY WITH NEC 280. ALL METALLIC RACEWAYS TO
2 THE CONTRACTOR IS TO CORRELATE THE WORK OF ALL THE TRADES ABOVE FLOOR AND /OR 12" OR LESS FROM DOOR TO BE TEMPERED BE GROUNDED,
DESCRIBED ON THE DRAWINGS, SPECIFICATIONS, AND ALL OTHER CONTRACT GLASS. ALL OTHERS SHALL FOLLOW GLAZING REQUIREMENTS AS SPECIFIED. 13 MORTAR SHALL CONFORM TO ASTM 6219, TYPE I'M* (2500 PSI).
DOCUMENTS WITH THE ACTUAL CONDITIONS IN THE FIELD. HOWEVER THE 101 MECHANICAL EQUIPMENT DISCONNECT SWITCI -BS ARE TO BE PROVIDED WITH DUAL
CONTRACTOR MUST NOTIFY THE ARCHITECT OF ANY SITUATIONS WHiCH 31 NEW WINDOWS AND DOOR$ MUST BE DESIGNED TO WITHSTAND 146 mph WIND 14 ALL NEW MASONRY MALLS ARE To BE CAPPED WiTH AN an X T1' (MIND ELEMENT FUSES, SIRED AS NOTED MR MANItFAG1URER'S RECOM'1ENDATION. FIELD
ENDANGER THE INTEGRITY OF THE HOUSE, STRUCTURE, OR PREVENT HiM LOADS OR NIGHER IF REQUIRED BY THE BUILDING CODE. PROVIDE CONCRETE TIE BEAM WITH 2- +5 BARS TOP AND BOTTOM AND 4- 03 TIES AT VERIFY BEFORE INSTALLATION.
FROM SUCCESSFULLY ATTAINING THE DESIGN INTENT. METRO -DARE PRODUCT APPROVED HURRICANE SHUTTERS FOR ALL 12 " OTC. IN EACH GCXsINER AND s3 TIES AT 48" OZ. THROUGHOUT ELSEWHERE.
NON - IMPACT RESISTANT GLASS DOORS AND WINDOWS. ALL WINDOWS AND PROVIDE 1- 65 BAR TOP AND BOTTOM AT ALL CORNERS EXTENDING 30" 108 MOTORS, ,AND MEGH�AtNIG,4t_ EQUIPMENT SHALL BE PROVIDED WITH
3 THE CONTRACTOR MUST COMPLY WITH REQUIREMENTS OF THE FLORIDA DOORS TO BE RESISTANT TO BURGLAR INTRUSION AS REQUIRED BY THE EACH WAY. TIE COLUMNS To BE 8" X 12" WiT14 4- 5 VERTICAL AND 03 TiES AT FLEXIBLE CONNECTIONS, WATERTIGHT WHERE EXPOSED TO MOISTURE AND WEATHER
BUILDING CODE (RBjC. Latest Edition) AND ALL OTHER APPLICABLE FLORIDA BUILDING CODE. 12" O.G. STARTER COLUMN TO BE 8" X 8' WITH 2- 5 VERTICAL. ANC44OR CONDITIONS.
FEDERAL, STATE, AND LOCAL CODES, STANDARDS, REGULATIONS, AND LAWS. 38 ALL GLASS SHOWER ENCLOSURES AND DOORS To BE TEMPE RED GLASS. COLUMNS TO FOOTING AND TIE BEAM AND TIE AT CORNERS AS REQUIRED
BY F.B.C. (Latest Edition) PROVIDE 9 GA TRUSS TYPE HORIZONTAL JOINT 109 OUTLET BOXES ARE TO BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WiTH
4 REVIEW ALL CONTRACT DOCUMENTS, DIMENSIONS, AND JOB SiTE �l ,' 1� REINFORCING IN ALTERNATE BLOCK COURSES (24' OjC. MAx.) AND GROUTED THREADED HUBS IN WET OR DAMP LOCATIONS, AND SPECIAL ENCLOSURES FOR
CONDITIONS, AND COORDINIA7E WITH FIELD DIMENSIONS AND PROJECT SHOP SITS AND EPARTHWORK: CELL WITH 1- 5 VERTICAL ROD FROM FOOTING TO TIE BEAM WHERE OTHER CLASSIFIED AREAS.
DRAWINGS (IF ANY) PRIOR TO START OF CONSTRUCTION. REPORT ANY INDICATED, AT BOTH SIDES OF DOOR AND WINDOW MASONRY OPENINGS AND
DISCREPANCIES To ARCHITECT PRIOR TO PROCEEDING WiTI4 WORK. 33 PROVIDE EXCAVATION, FILLING, BACK - FILLING, GRADING AND COMPACTION At BEARING POINTS OF EACH GIRDER TRUSS AND • 40" O.C. MAX. SPACING 110 CONTRACTOR iS TO VERIFY NEW AND EXISTING ELECTRICAL LOAD CAPACITY WITH
WORK FOR THE FOUNDATIONS, SLABS AND RELATED ADJACENT WORK AS THROUGHOUT (U.D.N.) MAXIMUM LOAD CAPAr—ITY OF EXISTING ELECTRICAL PANEL PRiOR TD
5 DISCREPANCIES, OMISSIONS, OR VARIATIONS NOTED ON THE DRAWINGS REQUIRED BY THE DRAWINGS. OF RENOVATION/REMODELING WORK ADJUST ELECTRICAL SYSTEM
DISCOVERED DURING THE BIDDING PERIOD SHALL BE iMMEDIATEL.Y 15 PROVIDE 8 GAUGE LADDER TYPE HORIZONTAL REINFORCEMENT AT 16" 04% TO SUIT REQUIRED DEMANDS AND EQUIPMENT #IXTURES INSTALLED AND SUBMIT NEW
COMMUNICATED TO THE ARCHITECT. 40 AIR - CONDITIONING, ELECTRICAL AND PLUMBING CONTRACTORS TO MFFOR'1 FOR REINFORCED WALLS AND 8 GAUGE TRUSS TYPE' HORIZONTAL LOAD SUMMARY AND PANEL SCHEDULE TO BUILDING DEPARTMENT PRIOR To FINAL
OWN EXCAVATION AND BACKFILLING FOR INSTALLATION OF REQUIRED WORK. REINFORCEM' 4T AT 16" OTC. FOR NON - REINFORCED WALLS. iNSPECTIONVOCCUPANCY.
6 THE CONTRACTOR 18 TO TAKE ALL NECESSARY PROCAU1tON8 TO PROTECT WOOD: lit ALL DISCONNECTED SWITCHES AIRE t0 BE RATED FOR 100 00 AEC, UNLESS
EXISTING FACILITIES, STRUCTURES, AND UTILITY LINES FROM DAMAGE, AND 41 FILL UNDER ALL SLABS to BE FREE OF FOREING MATTER ROOTS, STONES, MI
PROTECT WORK, ADJACENT PROPERTY, AND THE GENERAL PUBLIC. BARKS OR BRANCHES WITH 1.0% MNi�1lM DRY DENSITY FOR BUILDING OTHERWISE NOTED. ALL FUSES ARE TO BE RATED FOR 200000 AAC, AND ARE To
DAMAGE TO ANY EXISTING CONSTRUCTION op. SYSTEMS "YO REMAIN" WILL BE STRUCTURE, SLABS AND PAVEMENT, AND 90X FOR WALKWAYS AND 16 ALL STRUCTURAL LUMBER TO BE DOUGLAS FIRE -LARCH NO. 2, SOUTHERN BE CURRENT LIMITING.
RESTORED TO THE ORIGINAL CONDITIONS. LANDSCAPED AREAS. PINE NO. 2, HEMLOCK NO. 1 OR BETTER WITH A MINIMUM ExREME FIBER
STRESS IN BENDING Fb ■ 1200 Pal. UNLESS NOTED OTHERWISE. ALL LUMBER 112 ALL RECEPTACLES WITHIN 6' -0" RADIUS OF KITCHEN/BATHS SiNK ARE TO BE W.I.
1 THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SAFETY, 42 GRADNG TO SLOPE FROM BUILDING IN EACH DIRECTION IN ACCORDANCE WITH IN CONTACT WITH MASONRY OR CONCRETE t0 BE PRESSURE TREATED, SHOP PROTECTED CIRCUITS (N.E�C. 1990 ARTICLE 210 -81
NEGLECT. PROCEDURES, AND DAMAGE OR INJURY DUE TO HIS ACT OR LOCAL ORDINANCES, DRAINAGE REGULATIONS AND GOOD ENGINEERING DRAWINGS AND DESIGN CALCXULATIONS FOR ROOF TRUSSES BEARING THE 113 SMOKE DETECTORS MUST BE POWERED BY ELECTRIC SERVICE WITH BATTERY
NEGLECT. PRACTICES. SPECIAL ATTENTION TAKEN FOR SLOPES AROUND SWIMMING POOL SIGNATURE AND SEAL OF A FLORIDA REGISTERED ENGINEER MUST BE BACK -UP. MULTIPLE DETECTORS MUST BE ELECTRN,IEGTOD.
DECK TO GARDENS. SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION
8 ALL CONSTRUCTION DEBRIS AND ALL EQUIPMENT AND APPLIANCES NOT TO
BE REUSED OR RELOCATED SHALL BE REMOVED FROM THE SITE AND 43 KEEP SITE AND EXCAVATIONS FROM FLOODING PROJECT SITE AND ROOF '". .�MI' ��"""i'" 114 ELECTRICAL AND TELEPHONE INSTALLATION ARE TO MEET ALL REGXUiTS BY
LEGALLY DISCARDED IN A TIMELY MANNER. SURROUNDING AREAS BY DE- WATERING AS REQUIRED= FLORIDA POWER 4 LIGHT COMPANY, AND SOUTHERN BELL COMPANY RESPECTIVELY.
11 VERIFY ALL BEAM OR TOP OF WOOD PLATE BEARINGS HEIGHTS AS
9 1T�E CONTRACTOR 18 RESPONSIBLE FOR ALL MATERIALS, EQUIPMENT, AND 44 MAINTAIN SHORING AND BRACING OF EXCAVATIONS PER LOCAL CODES AND 115 FURNISH AND INSTALL DISCONNECTED SWITCHES OVER CURRENT PROTECTION, AND
INDICATED ON CONSTRICTION DOCUMENTS. COORDINATE WITH TRUSS WIRING FOR AIR CONDITIONING SYSTEM AS PER MANUFAG7tURERB WRITTEN
PROTECTION THAT ARE TO IS REUSED. THE ER ANDGTOR SHALL PROVIDE ORDINANCES. MANUFACTURER AND OTHER RELATED TRADES. NOTIFY ARCHITECT (IN WI=�ATIONS/SPEGIFICAtiONB. CONTROLS ARE t0 BE SUPPLIED BY A/C
PROTECTION FROM VANDALISM, THEFT, WE,471ER AND ANY EITHER SOURCE WRITING ONLY) OF ANY DISCREPANCIES PRIOR TO ERECTION OF TRUSSES. C:OtN'tRAGtOR AND GONNOGICA BY ELECTRICAL AM To
OF DAMAGE OR LOSS. 45 HAVE QUALIFIED /COMPETENT EXTERMINATING COMPANY POISON GROUND FOR
COMPLETE TERMITE PROTECTION. COMPANY TO, AT COMPLETION OF NOTE= ieEFER to ROOF FRAMING PLAN FOR ROOF DESIGN LIVE AND DEAD
10 THE CONTRACTOR iS TO SECURE ALL NECESSARY BUILDING PERMITS AT HiS CONSTRUCTION, PRESENT PREVENTATIVE MAINTENANCE CONTRACT TO OWNER LOADS.
EXPENSE AND COORDINATE THE WORK OF ALL TRADES AT THE TIME THE OUTLINING THEIR DUTIES AND WOW To CONTINUE TERMITE FREE STRUCTURE
WORK 15 A PERFORMED. NO ADDITIONAL PAYMENTS SHALL CO MADE FOR THE AFTER BUILDING IS CDMPI.ETE 18 PLYWOOD ROOF SHEATHING TO BE A MINIMUM THICKNESS OF 5/8". INSTALLED �" iuCHA IC041. NOTES:
CONTRACTOR'S FAILURE t0 CORRECT CONFLICTING FIELD CONDITIONS WITH LONG DIMENSION PERPENDIGILAR To ROOF TRUSSES AND /OR JOISTS IN
AFTER THE WORK HAS BEEN COMPLETED, 46 UPON COMPLETION OF SOIL TREATMENT, 1F TERMITE WRITTEN 5 -YEAR GUARANTEE STAGGERED PATTERN AND FASTENED WITH 8d. GALVANIZED COMMON NAILS 116 ALL NEW MATERIALS, LABOR EQUIPMENT, PERMIT FEES, INSPECTIONS, TEST,
WITH RE-TREATMENT UPON EVIDENCE of TERMITE ACTIVITY. WITH A MAXIMUM SPACING OF 6' O G. IN FIELD AND 6' O.G. AT EDGES. INSURANCE, ETC, REQUIRED FOR THE COMPLETION OF THE A/C SYSTEM SHOUN/LISTED
ti THE ARCHITECT L O AND OWNER F T ARE NOT RESPONSIBLE , ME NOR HAVE ANY DN THESE DRAWINGS SHALL BE EXECUTED WITHIN MANUJFACTUREWS WRITTEN
CONTROL OR GHARY_SE OF THE CONSTRICTION MEANS, METHODS, SEQUENCES, 41 SOIL POISONING MATERIAL t0 BE ONE of THE FOLLOWING WAITER BASED �� � A �Ri����� � �R! i�
OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS. EMULSIONS, UNIFORM IN COMPOSITION THROUGHOUT, CONTAINING DYE READILY Mai N : SPECIFICATIONS AND RECOMMENDATIONS, IN ACCORDANCE WITH THE FLORIDA
DISCERNABLE TO THE EYE AFTER APPLICATION TO SOIL, CONTANING THE BUILDING CODE - MECHANICAL (Latest Edition).
12 THE CONTRACTOR IS TO SUBMIT SAMPLES/PRODUCT DATA AND SHOP FOLLOWING CONCENTRATIONS BY WEIGHT IN WATER EMULSION: 19 MUST BE DESIGNED BY A PRACTICING FLORIDA REGISTERED EKs1NEER AND B -l' AND COORDINATE ALL VOLTAGE WITH ELECTRICAL CONTRACTOR PRIOR TD
DRAWINGS FOR ALL REQUIRED FNISHES AND PREFABRiCATED ITEMS AND FABRICATED B R 1171 VERY A LICENSED TRUSS FABRICATO
OBTAIN OWNER'S APPROVAL PRIOR To FABRICATION AND /OR NSTALLATIOR A. CHLORODAIE - It PURCHASING ANY EQUIPMENT.
B. ALDRN - 5% 80 ALL COSIGN AND FABRICATION MUST CONFORM TO THE NATIONAL COSIGN 118 COORDINATE ALL WOW WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE
13 DO NOT SCALE DRAWINK.SS. WRITTEN DIMENSIONS TO TAKE PRECEDENCE. SFECtFlGATION FOR STR CsESS- R,4pE LUMBER FASTENING
S. 118 AND FASTENS.
48 ALL FOOTNG TO BEAR ON NATURAL SOIL PREPARED AND COMPACTED AS PROGRESS OF CONSTRUCTION AND IN STRICT C0111KIANCE WITH ALL APPLICABLE
14 DETAILS LABELED "TYPICAL" ON THE DRAWINGS APPLY TO ALL SITUATIONS FOLLOWS= 81 SUBMIT SHOP DRAWINGS FOR STRUCTURAL WOOD MEMiBERS AND CODES AND STANDARDS.
THAT ARE THE SAME OR SIMILAR TD THOSE SPECIFICALLY DETAILED. SUCH CONNECTIONS, BEARING THE SIGNATURE AND SEAL OF REGISTERED FLORIDA
DETAILS APPLY WHETHER OR NOT THEY ARE KEYED IN AT EACH LOCATION. a DEPAMMM CFFICIALbTRd• CM FOOT rr) OF MSTNa 60L " FEET rb") WYOND ENGINEER TO ARCHITECT FOR REVIEW PRIOR TO FABRICATION. 119 COORDINATE EXACT LOCATION AND SIZES OF DUCTWORK WiT14 STRUCTURE, PROVIDE
rC=VE) EXTERIOR E4ULDNG PATER LM& ALL DEL ub MATERALS Misr BE SPECIAL FRAMING AS REQUIRED.
STiONS REGARDING APPLICABILITY OF TYPICAL DETAILS ARE t0 BE .r .
RESOLVED BY THE ARCHITECT. 82 TRUSS SIZES, CONNECTORS,
UCTU C L DR FRAMING PLANS AND TRUSS CAONNECTION
15RI DETAILS NOT 120 COORDINATE EXACT LOCATION OF AIR DISTRIBUTION DEVICES WITH LIGHTS AND
e6 eoMd•acr eortort OF EXC.avanoN uaTN rEnNx�t Duty vreFtatoR ROLLER $HODU�I ON STRUCTURAL DRAWINGS= PROVIDE BY TRUSS FABRICATOR AND
15 ALL NEW MATERIALS, HARDWARE, AND FIXTURES ARE TO BE APPROVED BY a. CHW K DENbrrY OF MKMTM ML To ENbIM MNTMLM DENSITY OF w% cr MoDR'T' pp=OR DETAILED ON HiS SHOP DRAWINGS. SUBMIT CALCULATIONS TOGETHER WITH ARCHITECT.
THE OWNER PRIOR TO PURCHASE AND /OR INSTALLATION Fwb BEEN RfacHED FOR a DEPTH OF Two FELT n) eELau corR•ACTED euwFaca eEFORe SHOP DRAWINGS BEARING SIGNATURE AND SEAL. OF REGISTERED FLORIDA 121 PROVIDE 5 YEAR WARRANTY ON ALL REFRICsERATION COMPONENTS.
aMM FLT. ENGINEER MATERIALS AND DETAILS SUBJECT TO ARCHITECT'S REVIEW
ib FASTENERS AND ANCHORAGE= UNLESS HOTTED OTHERWISE PROVIDE P. AFteR EXibttN4 aROiND RgAGFEb MNtI"�M DErrata° of � MtoDFaED PROCroR PLACE FILL
N bit INCHES (6•) LFTS AND COMPACTED To AC;4MvE Arrmc),,w DEN6TTY MEFOW NEXT 122 PROVIDE 5 MINUTE THE DELAY RELAY ON ALL AIR COOLED CONDENSING UNITS.
TAILS, SCREWS. EPDXY ADHESIVE 5YSTEMB AND OTHER ANGHIORNG LFr ib ADDED. 83 TRUSS ERECTION AND BRACNG= PER "TRUSS PLATE INSTITUTE" COM I IENTARY
DEVICES OF TYPE, SIZE AND MATERIAL. SUITABLE FOR INTENDED USE AND E. FILL TO BE •A -36 SAND FIME FROM DELETEwous MATMRtAL AND ueLL GRADED. AND RECOMMENDATIONS. 123 PROVIDE FAN -AUTO OFFlHE14T -COOL. THERMOSTAT WITH SUB -BASE STEP AS
REQUIRED GALVANIZED TO FASTENERS SECURE ST CONCEALED ATTACHMENT. HOT- DIPPED F �, AtbN of TEST FAR M=MW PROCTOR AAW-F -loo 9"-L ea RLW WITH eUL0N3 84 INSTALL APPROVED GALVANIZED METAL TRUSS SEAT AND HURRICANE REQUIRED.
GALVANIZED FASTENERS OR STAINLESS STEEL TO t3O USED.
49 SOIL SCRAP ON EVERT' tRt188. 124 PROVIDE RELAYS, TRANSFORMER SMOKE DETECTORS, ETC. AS REQUIRED FOR A
Tt GUTTING OR DRILLING OF ANY STRUCTURAL. MEMBER 18 NOT PERhfTTEO SOIL TEST SHALL DETERMINE HOW AGROUND PREPARATION IS TO BE DC7NE. IF COMPLETE OPERATING SYSTEM. MANUFACTURER SHALL PROVIDE ADEQUATE PERMANENT BRAGiNtG
WITHOUT THE PRIOR WRITTEN APPROVAL OF 85 TRUSS THE ARCHITECT. THE ARCHITECT SOIL TEST WARRANTS MORE EXTREME MEASURES DISREGARD THE ABOVE SOIL
SHOULD BE GIVEN ADVANCE NOTICE TO ALLOW ADEQUATE TIME TO REVIEW PREPARATION AND COMPACTION INSTRUCTIONS ("A" THROUGH 'F ") AND USE FOR AIR HANDLING UNITS N ATTIC AREA AND COORDINATE SAME WITH
AND EVALUATE EACH OF THE CONTRACTOR'S PROPOSALS. SOIL TEST REC-Oh1MENDATIONS. KVAG SUB CONTRACTOR TRUSS MANUFACTURER SHALL ALSO PROVIDE 125 BUILDER/CONTRACTOR TO PROVIDE A CENTRAL AIR CONDITIONING SYSTEM AND
PERMANENT ADEQUATE BRACING FOR CHANDELIER IN DNNG ROOM AND DATING SYSTEM TO MEET THE FOLLOWING REQUIREMENTS=
18 GENERAL CONTRACTOR AND SUB- CONTRACTORS TO BE LICENSED BY THE COORDINATE WITH OWNER AND ELECTRICAL CONTRACTOR
STATE OF C FLORIDA (DADE/BROWARD COUNTY). POUNDATiONS: A SINGLE OR TWO ZONE SEPARATE CONDENSER AND AIR HANDLER FOR
86 ROOF SHEATHING To BE 5/8" (MINIMUM) EXTERIOR GRADE PLYWOOD NAILED EACH ZONE CAS INDICATED ON DRAWNGS),
19 15ATHHtROOMS TO BE COMPLETED REMODELED INCLUDING FLOOR AND WALL 50 AN ALLOWABLE SOIL BEARING CAPACITY OF 2000 PSF HAS BEEN ASSUMED AT 6" O.C. AT EDGES AND 12" OTC, AT NTERMEDIATE SUPPORT/MULLIONS. B F=OR MNMUA -1 SEER AND COP �R TD ENERGY CALCULATIONS. FOR
ENC FINISHES, MIRRIORS, MF -DIGNO CABINET, VANITIES, LIGHTING, SHOWER BELOW R VISUAL INSPECTION SHOWING UNDISTURBED AND NOTIFY At OR JUST �ESI�N LOADS: ��• MAXIMUM AIR TRANSPORT FACTORS REFER TO AIR CONDITIONING:
ENGLOSUURE,!'LUMBING FIXTURES, At-0 TRIM. SUPPLY TILE WITH A FULL LiNE BELOW GRADE. CONTRACTOR SHALL VERIFY ABOVE', AN1D NIO'TIFY 'THE w+M DRAWINGS.
OF TRIM PIECE. MIRRORS OVER 9 SA MST BE ANCHORED TO STUDS / WALLS. ARCHITECT iF SOiL ENCOUNTERED IS DIFFERENT.
20 OWNER TO SELECT ELECTRICAL LIGHT FIXTURES. ODUITC 4 AND RECEPTACLE 51 CLEAR AND RIB NEW CONSTRICTION/BUILDNG AREA OF ALL SURFACE 81 DEAD LOAD= 20 PSF C. THERMOSTAT SETTING= HEATING SO DEGREE (MAX) CODL_lNG 10
COLS. VEGETATION AND TOPSOIL DOWN TO VIRGIN LMEROCK FOUNDATIONS MUST LiVE LOAD= 30 PSF DBE (MW
BOAR ON UNDISTURBED LMOROC K. 88 WIND LOAD BASED ON ASC:E 1 CLatebt Edition) 126 DUUCFUk� K TO BE 1 i/2' FIBERGLASS INSULATED WITH SPUTTER DAMPERS AND
21 OUTER TO SELECT TOILET FIXTURES AND VANITY.
22 OWNER TO SELECT ALL FINDRAWINGS. MATERIALS NOT INDICATED ON THE DRAWINGS. VONORETE: VELOCITY: T16 MPH
TURNING VANES.
EXPOSURES yW�RE: C - 121 ELECTRIC STRIP HEATERS TO BE MOUNTED IN AiR HANDLER UNITS AND TO BE UL
23 PATCH AND REPAIR ALL EXISTING FLOORS, GEiLWIS AND WALLS to MATCH 52 ALL CAST -N -PLACE CONCRETE TO ATTAIN A MINIMUM COMPRESSIVE STRENGTH CATEGORY= It APPROVED WITH HIGH LIMIT CUT -OFF.
NEW CONSTRUCTION (WHERE APPLICABLE). (PC) OF 3,000 PAL AT 28 DAYS. No ADMIXTURES PER 1TTED. MAXIMUM IMPORTANCE= to
PAINT ENTIRE INTERIOR OF HIOUSE.
BLIMP 5" FOR FLOOR SLAB. Kd FACTOR= to 128 PROVIDE CHEMICAL DRYER STRAINER AND SiGsHT GLASS IN RMWJGERATION LINE.
eggeFTell latex on walls f3 coats new walls) 53 CONCRETE WORK TO CONFORM TO ALL REQUIREMENTS of AGI 301 -83 SHOR1h G �- SHORING # TEMPORARY 15RAColkn:
129 INSULATE REFRIGERATION N SUCTION LINO WiTH 1/1" �4MAU1EX
2 coats of "SPECIFICATIONS FOR STRUCTURAL CONGRFT'E FOR BUILDINGS." . 130 SET GC?INDENSING UNITS ON 4' CONCRETE SLAB (MIND AS SNOVN ON PLANS,
2 coats swi -gioeb enamel on doors, frame, and trim (3Coats on now wood) r 89 ALL SHORING, RE- SHORING AND TEMPORARY BRACING REQUIRED IN 1, IS SECURE UNIT N SLAB THROUGH VIBRATION ISOLATORS.
54 ALL NEW FLOOR SLAB TO BE 4 (MINIMUM) THICK POURED IN PLACE GONC:RETE PROJECT t8 t0 BE COSIGNED BY A FLORIDA PisSiONA1. ENGINEER tul-Ho
PAINT ENTIRE EXTERIOR OF HOUSE: WITH WIrH X Wirth (6 X 6) X 10/10 ON ROUBLE LAYER AT PERIMETER OVER 6 SPECIALIZES IN FORM BRACING DESIGN, AND WHO HAS 131 PROVIDE SECURITY DRIP PANS UNDERNEATH AIR HANDLERS. METAL PANS SHALL
MIL ViSQUI°_EN VAPOR BARRIER ON WELL COMPACTED C95X DRY DENSITY
Wood= 2 coats of preservation treatment. COMPACTION) SAND FiLL, SOIL To BE TERMITE TREATED, FEE of FOREIGN BEEN HIRED BY THE GENERAL CONTRACTOR THE GENERAL CONTRACTOR BE GALVANIZED AND RUSTPROOF. PROVIDE SEPARATE CONDENSATE DRAWING LINE
Stucco= 1 coat sealer, 2 coats flat Latex MATTER ROCKS, STONES AND TREE TRUNKS OR BRANCHES. IS THE ULTIMATE RESPONSIBLE PARTY FOR ALL SHORING, RE- SHORNG AND FOR THE DRIP PAN IN ADDITION! To THE MAIN Li1E FROM THE AIR HANDLING UNITS.
(provide new waterproofing coating where indicated) TEMPORARY BRAINS
Color to be selected bg Owner /Architapat 55 PROVIDE 8" x 8" CONCRETE LINTELS W/. 4 -5 OVER ALL MASONRY OPENINGS `t/� � t 132 BALANCE AiR VOLUME WITH 5% OF THE DESIGN VALUES.
48" WIDE OR LESS AND e" X 12' CONGRETO LINTELS W/. 2-5 TOP 4 2 -06 T PLUI''�il3iNG 1��� �% 133 AIR CONDITIONING SUB - CONTRACTOR IS TO PRiOV1DE THE ARCHITECT /0JNER WITH
24 PROVIDE VIC70D BASE TRIM AT ALL WALLS THROUGHOUT NANa BOTTOM FOR ALL MASONRY OPENINGS GREATER THAN 48" AND LESS THAT 96" g0 PROVIDE ALL NEW PLUMBING FIXTURES AND ACCESSORIES AND FURNISH ALL LABOR SHOP DRAWINGS OF DUCT LAYOUT AND EQUIPMENT SCHEDULE. AND DESIGN DATA
WIDE NOT COVERED BY DROPPED BOTTOM OF TIE BEAM OR OTHER FADER SHO
25 DESIGN BUILD SWIMMING POOL AND DEC "ATIO= PROVIDE A CO SHOWN COMPLETE MATERIALS, AND EQUIPMENT SHO OR NDICATED FOR A COMPLETE PLUMBING FOR REVIEW PRIOR to FABRICATION AND INSTALLATION
SWIMMING POOL AND PATIO SYSTEM IN THE SHAPE AND LOCATION i'�. `'�. SYSTEM IN ACCORDANCE WITH THESE DRAWINGS, GOVERNING AGENCIES AND THE
INDICATED. POOL- AND PATIO SHALL BE COMPLETE WITH STRUCTURAL REINFORCING STEEL: FLORIDA BUILDING CODE - PLUMBING (2010 Edition). CONTRACTOR SHALL PAY
ENGINEERING. PLUMBING ENGiNIFEIR:ING, AND ELECTRICAL ENGINEERING. ALL PERMITS, FEES AND TESTING. SUi3STi 1 M�I��:
PROVIDE COMPLETE ASSEMBLIES OF SYSTEMS INCLUDING PUMP, FILTER EW& WINIFORCNG STEEL To BE DETAILED AND PLACED IN ACCORDANCE WiTH ACI
ENCLOSURE, OVERSIZED SKIMMIER, LOW VOLTAGE LIGHTiNG, AND LARGE 318 -83. 91 COORDINATE PLUMBING WORK WITH ALL TRADES IN ORDER TO AVotD CONFLICTS. 134 BRAND NAMES, MODEL NUMBER PE
S, OR SPECIFIC MANUFACTURERS AR'E INDICATED To
RADIUS PVC PIPING. COPW35 AND TILE FINISHES SHALL BE SELECTED BY ESTA51-IS14 A STANDARD OF QUALITY. CONTRACTOR MAY, WITH OWNER'S APPROVAL,
THE OWNER SUBMIT DESIGN DRAWINGS To ARCHITECT PRIOR TO 51 REINFORCING STEEL TO BE NEW BILLET OR INTERMEDIATE DEFORMED BARS 92 CONTRACTOR IS TO VERIFY THE EXACT LOCATION OF ALL EQUIPMENT PRIOR To SUBSTITUTE MATERIALS OR EQUIPMENT OF EQUIVALENT QUALITY. THIS IS ASSUMED
=NSTRIGTiON. OBTAIN SEPARATE BUILDING PERMITS AS REQUIRED. CONFORMING TO ASTM A -615 GRADE 60 HAVING THE FOLLOWING MNIMIUM ROUC- -IN. RATHER THAN IGA " ■
INTRUSION AND BURGLARY SECURITY NOTES:
26. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF
300 lbs. APPLIED IN ANY MOVABLE DIRECTION AND IN ACCORDANCE WiTH
RESISTANCE STANDARDS SET FORTH IN THE FLORIDA BUILDING CODE.
21. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED
FROM EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE KEY CHANGES OR LOCKING
AUXILIARY SINCsLE DEAD BOLT WiTH HARDENED BOLT INSERTS.
28. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE SAME LOCKS
AS REQUIRED FOR SINGLE EXTERIOR SWIG DOORS. THE INACTIVE LEAF OF THESE
PAIRS OF DOORS SHALL HAVE MULTIPLE POINT LOOKS WITH 5/8" MINIMUM THROW
BOLTS WITH INSERTS.
29. SLIDING GLASS DOORS SHALL BE PROVIDED WITH SLIDNG DOOR DEAD BOLTS OR
A BOLT OR PIN NOT REMOVABLE OR OPERABLE FROM THE EXTERIOR AT THE
JAMB, HEAD, SILL, OR AT THE MEETING MULLiONS. THESE DOORS SHALL BE
REINFORCED IN THE STRIKE AND LOCK AREA To MAINTAIN A BOLT STRENGTH
EFFECTIVENESS, iF NECESSARY, AND SUCH DOORS SHALL HAVE NO SCREWS
REMOVABLE FROM OUTSIDE WHICH WOULD FACILITATE READY ENTRY FROM OUTSIDE.
W. HINGES ON EXTERIOR CUT SWING DOORS TO HAVE NON - REMOVABLE PiNS.
3L JAMBS OF ALL EXTERIOR OFFSET TYPE SWING iN DOORS SHALL BE RABBETTED OR
OF SIMILAR FABRICATION To PREVENT FROM DEFEATING THE PURPOSE of THE
STRIKE AND THE INTEGRITY OF LOCKS AND LATCHES.
32. SINGLE, SWINGING, EXTERIOR DOORS, IF WOOL'S SHALL BE SOLID CORE OF NOT LESS
THAN 1 3/8" THICK
33. GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL
STANDARDS INSTITUTE'S - STANDARDS 2911.
34. VISION PANELS IN EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40" OF THE INSIDE
LOCKING ACTIVATING DEVICE OF LOOSE SWINGING DOORS SHALL COMPLY WITH
AMERICAN STANDARDS INSTITUTE'S - STANDARD 291.E
35. SLIDING GLASS DOORS AND WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO
THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION
AND SO AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM PFCGS. ASSOC.
STANDARDS FOR FORCED INTRUSION RESISTANCE .
CONCRETE COVER
BOTTOM TOP SIDES
FOOTM38
BEAMS 3" 2" 3"
COLUMNS 11/2" 11/2" 11/2"
SLAB ON AGROUND - - 1 1/2"
1 1/2"
58 ALL ELECTRICALLY WELDED REINFORCING WELDED WIRE FABRIC To CONFORM
TO ASTM A -185 (WiA� X WIA X 10/10)
59 REINFORCING TO BE HELD SECURELY IN POSITION WITH STANDARD
ACCESSORIES DURING PLACING OF CONCRETE.
60 ALL TOP REINFORCING TO TERMINATE WITH STANDARD HOOKS AT
DISC CNTNUOUS EDGES.
6I ALL BOTTOM BARS TO BEAR 6' MINIMUM t OVER SUPPORTS, UNLESS OTHERWISE
NOTED.
STRUCTURAL, STEEL:
62 STRUCTURAL STEEL SHALL COMPLY WITH AISC "SPECiFICAroN8 FOR DESIGN
FABRICATION AND ERECTION FOR STRUCTURAL STEEL BUILDINGS", LATEST
EDITION.
63 STRUCTURAL STEEL SHAPES AND PLATES SHALL CONFORM TO ASTM A -36
(OON).
64 ANCHOR BOLTS SHALL CONFORM TO EITHER ASTM A -301 OR ASTM A -36 (UUON).
65 BOLTS SHALL CONFORMt TO ASTM A -325 (UON).
66 PROVIDE ONE GOAT OF RUST INHIBITING PAINT (MINIMUM 3 MILL DRY FiLM
THICKNESS).
61 FABRICATION AND ERECTION SHALL BE DONE N ACCORDANCE t0 THE LATEST
AIW SPECIFICATIONS.
68 ALL WELDING SHALL BE PORFORhIED BY CERTIFIED WELDERS.
69 E10XX ELECTRODES SHALL BE USED FOR ALL WELDING ACCORDING TD AIV.S.
REQUINTS.
93 ALL SANITARY WASTE, VENT PIPES, AND FITTINKsB TO BE CAST IRON OR PVC, AS
PERMITTED BY CODE.
94 PROVIDE COMPLETE ACCESS TO ALL SYSTEMS. LOCATE CLEAT -OUTS ON WALLS
AND /OR FLOORS AS NECESSARY FOR ACCESS AND EASE OF USE, PROVIDE ACCESS
PANELS WHERE NECESSARY FOR THE WATER DISTRIBUTION SYSTEM.
95 PROVIDE LEAD FLASHING, AS REQUIRED, AT ALL ROOF PENETRATIONS.
% HOT AND COLD WATER LINES TO BE COPPER (ASTM B -88) USING TYPE "K' FDR
UNDERGROUND AND TYPE "L" ABOVE GROUND. PROVIDE DI- ELECTRIC COUPLINGS,
AS REQUIRED, FOR CONNECTION TO DIFFERENT MATERIALS, SHUT -OFF VALVES At
FIXTURES AND EQUIPMENT REQUIRING WATER SUPPLY.
91 INSULATE ALL HOT WATER LINES WITH 1/2" SELF- SEALING FIBERGLASS UNIVERSAL
JACKET OR FOAM,
W ALL UNDERGROUND WATER LINES SHALL 15E FULLY SLEEVED.
99 COPPER PIPING t0 BE ISOLATED FROM CONTACT WITH OTHER PETALS OR MASONRY.
100 ALL PLUMBING PIPING TD BE ACOUSTICALLY ISOLATED OR WRAPPED TD PREVENT
THE TRANSMISSION OF SOUND INTO THE BUILDING.
ELECTRIC ,4L NOTES:
101 ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE
NEC, FLORIDA BUILDINGS CODE - ELECTRICAL (Latest Edition), AND ALL OTHER
PERTANNG CODES AND REGULATIONS ESTABLISHED BY AUTHORITIES HAVING
JURIW iCTiON.
102
ALL ELECTRICAL MATERIALS AND EQUIPMENT To BE NEW, APPROVED BY UL. AND
MUST BEAR THE U.L. LABEL.
103
ELECTRICAL DRAWINGS ARE GENERALLY DIAGRAMMATIC AND THE CONTRACTOR IS
TO COORDINATE HIS WORK WITH THE WORK OF OTHER TRADES SD THAT
INTERFERENCES BETWEEN CONDUITS, PIPING, EQUIPMENT, AFss,:HITECTURAL AND
STRUCTURAL WORK WILL BE AVOIDED. �R TO ARCHITECTURAL DRAWINGS FOR
LOCATIONS OF PRIMARY ELECTRICAL ITEMS.
104
AFTER THE SYSTEM IS INSTALLED, THE CONTRACTOR IS TO CONDUCT AN OPERATIVE
TEST FOR APPROVAL AND ACCEPTANCE BY THE OWNER EQUIPMENT SHALL BE
GUARANTEED FOR A PERIOD OF ONE YEAR PROM DATE OF FINAL ACCEPTANCE
THEREOF AGAINST DEFECTIVE MATERIALS, CONSTRICTION, AND WIOF4c2jMSHIP_
IN1D TtNG DR EQUIVALENT IN ANT CASE. ALL NSTALL.ATIONS AND
HANDLING SHALL BE PER MANUFACTURER'S PUBLISHED INSTRUCTIONS AND PER
OSHA STANDARDS (IF APPLICABLE).
135 SUBSTITUTIONS, OR "APPROVED EQUIVALENT" PRODUCTS, ARE TO BE REVIEWED BY
OIU4ER/ARCHITECT PRIOR To PURCHASE AND /OR INSTALLATION. ALL MATERIALS
ANA /OR PRODUCTS ARE TO BE ORDERED IN A TIMELY MANNER AND WILL NOT
CONSTITUTE REASC N FOR SUBSTITUTIONS.
GUARANTEE PER I Old:
136 GUARANTEE PERIOD:
ACCEPTANCE DATE STARTING I YEAR GUARANTEE PERIOD TO BE EARLIEST OF
FOLLOWING DATES=
L FINAL PAYMENT
2. OCCUPANCY OF THE RESIDENCE
3. MUTUALLY AGREED UPON DATE BETWEEN OWNER AND CONTRACTOR
131 GUARANTEE: FOR CERTAIN ITEMS OF WORK WITH GUARANTEE PERIODS LONGER THAN
ONE YEAR, EXCEPT AS OTHERWISE NOTED, AND AS CONDITION PRECEDENT To FINAL
PAYMENT, EACH SUBCONTRACTOR IN UNDERTAKING WORK UNDER APPLICABLE
HEADING, HEREBY GUARANTEES MATERIALS AND WORKMANSHIP AGAINST DEFECTS
FOR ONE YEAR AFTER ACCEPTANCE OF COMPLETED JOB AND AGREES TO CORRECT,
At HiS OWN EXPENSE, WORK SHOWING SUCH DEFECTS.
SHOP DRAB AS 4 SUBMITTALS:
US SHOP DRAWINGS AND SUBMITTALS ARE REQUIRED AND MUST BE SUBMITTED
FOR ARCHITECT OF RECORD'S REVIEW FOR THE FOLLOWING ITEMS :
• ROOF TRUSSES
• FLOOR TRUSSES
• STRUCTURAL CONNECTIONS
• INTERIOR 4 EXTERIOR DOORS
• INTERIOR 4 EXTERIOR FINISHES
• ROOFING MATERIALS
• WINDOWS
• SKYLIGHTS
• ELECTRICAL EQUIPMENT
• RVAC. EQUIPMENT
• FIREPLACE
• PERIMETER PLOT SURVEY
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