01-0696-025 i
PLUMBINCB NOTES GENERAL NOTES: BURGLARY INTRU51ON NOTES N
1.0 GENERAL I.ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION
OF THE SOUTH FLORIDA BUILDING CODE,THE NATIONAL ELECTRICAL CODE, 1. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE - V O M
1.1 PROVIDE (FURNISH AND INSTALL) ALL NECESSARY AND ALL OTHER LOCAL AND APPLICABLE CODES. KEY OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 6p00 •� Lll-
MATERIALS AND LABOR FOR A COMPLETELY OPERATIONAL POSSIBLE KEY CHANGES OR LOCKING COMBINATIONS. IF KEY-IN- L O
PLUMBING SYSTEM AS 5HOWN ON THE DRAWINGS AND 2• THE CONTRACTOR TO VERIFY ALL CONDITIONS IN THE FIELD AND NOTIFY THE KNOB LOCK 15 USED THERE SHALL BE AN AUXILIARY 51NGLE
HEREIN SPECIFIED. INSTALL IN ACCORDANCE WITH THE THE ARCHITECT OF ANY INCONSISTENCIES PRIOR TO PROCEEDING W B
WITH THE DEAD BOLT WITH ITH HARDENED BOLT INSERTS. I I I I
WORK
FLORIDA BUILDING CODE AND LOCAL ORDINANCES. 2. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL O SOUTH N
1.2 SCOPE OF WORK : 3. THE CONTRAGTOR SHALL ACCURATELY FOLLOW ALL DRAWINGS,PREFERENGE HAVE SAME LOOKS AS REQUIRED FOR SINGLE EXTERIOR SWING J
PROVIDE THE FOLLOWING COMPLETE SYSTEMS : BEING GIVEN TO FIGURED DIMENSIONS.ADDITIONAL DRAWINGS GLARIFYING DOOR. THE INACTIVE LEAF OF THESE PAIR OF DOOR5 SHALL
DETAILS WILL BE FURN15HED BY THE ARCHITECT UPON REQUEST BY THE HAVE MULTIPLE POINT LOGK5 WITH 5/8 MIN. THROW BOLTS
A. SANITARY COLLECTION. CONTRACTOR SHOULD THEY BE NECESSARY DURING THE PROGRESS OF WITH INSERTS. Q
SOIL STATEMENT B. DOMESTIC, HOT AND GOLD HATER. THE WORK. EXPLANATORY NOTES ON THE DRAWINGS SHALL TAKE PRECEDENCE m N
I. IN SPEGTION OF THE 51TE INDICATES UNDISTURBED 4-3/8" x 4" STUD ANCHORS OVER GONFLIGTING DRAWN INDICATIONS,AND LARGE 50ALE DETAILS SHALL 3. SLIDING GLASS DOORS SHALL BE PROVIDED WITH SLIDING DOOR IT -j
LIME ROCK WITH A BEARING VALUE 1 3 PAY FOR ALL PERMIT FEES TAKE PRECEDENCE OVER SMALL SCALE DRAWING S.DO NOT OBTAIN ANY DEAD BOLTS OR A BOLT OR PIN NOT REMOVABLE OR OPERABLE # <
OF 2000 PSF. SHOULD OTHER MATERIALS OR v
7" X 7" X 3/8" PLATE
DIMENSIONS BY SCALE OR VISUAL OBSERVATION. FOR EXTERIOR AT THE .IAMB HEAD SILL OR AT MEETING I-
� �•-
GONDITIONS BE ENCOUNTERED, NOTIFY THE MULLIONS. THESE DOOR5 SHALL BE REINFORCED IN THE STRIKE v- 4-6-
ARCHITECT ENGINEER AS SOON AS POSSIBLE 1.4 VERIFY AT JOB SITE ALL SPACE CONDITIONS,DIMEN51ONS 4. THE CONTRACTOR SHALL COORDINATE WITH THE VARIOUS TRADES,MATERIALS AND LOCK ARE TO MAINTAIN BOLT 5TRENGTH EFFECTIVENESS, IF -
BEFORE PROCEEDING WITH THE WORK. STUD SPACING TO BE 3 1/2" WITH PIPE,FIXTURES, AND EQUIPMENT 51ZE-5 PRIOR TO AND EQUIPMENT SUPPLIERS 50 THAT PROPER OPENINGS SHALL BE PROVIDED. NECESSARY,AND SUCH DOOR5 SHALL HAVE NO 5CREW5 REMOVABLE 6 N (n
FABRICATION OR INSTALLATION. COORDINATE REQUIREMENTS _ FROM THE OUTSIDE WHIGH WOULD FACILITATE READY ENTRY FROM L - m m
TO AVOID INTERFERENCE WITH OTHER TRADES. 5 UTILITY LINESCFROM ALL DAMAGET EXISTING FACILITIES,STRUCTURES AND OUTSIDE. � m m
2. GLEAN FILL TO BE PROVIED TO 485K DENSITY/REPORT 4" x 4" 1/4" STL. COL. (A46) 0 Z -
TO BE PROVIDED TO BUILDING OFFICIAL. 4. OVERHEAD DOORS SHALL BE PROVIDED WITH MULTIPLE POINT _
1.6 GUARANTEE ALL WORK FREE OF DEFECTS IN MATERIALS 6.ALL DIMENSIONS ARE NOMINAL,CONTRACTOR SHALL COMPENSATE FOR ACTUAL LOOKS OR BE LOCKED AT MORE THAN ONE POINT WITH HARDENED Q
3. A LETTER WILL BE SUBMITTED AFTER GROUND HAS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DIMENSIONS IN THE FIELD. BOLT OR BOLTS WITH INSERTS ENGAGING AT LEAST TWO OPPOSITE -� 0
BEEN BROKEN ATTESTING THAT THE SITE HAS BEEN DATE OF ACCEPTANCE. 7. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN GAN OPEN POINTS A MIN. 5/8". OTHER LOGKING DEVICES SHALL NOT BE O 6 d- 6 X
OBSERVED AND FOUNDATION CONDITIONS ARE
SIMILAR TO THOSE UPON WHIGH THE DESIGN IS BASED. 2.0 MATERIALS THE DOOR FROM INSIDE THE CLOSET,EVERY BATHROOM DOOR LOCK REQUIRED WHERE SUCH DOORS ARE CONTROLLED AND LOCKED 1- 9 6
SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR BY ELECTRIC POWER.
2.1 PROVIDE SHUT-OFF VALVES FOR EACH FIXTURE AND AIR FROM THE OUTSIDE IN AN EMERGENCY.
TYPICAL PLATE SHOWN CHAMBERS WHERE 5HOWN AND WHERE REQUIRED FOR 5. HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON
PROPER PERFORMANCE OF THE SYSTEM. REMOVABLE PINS.
ABOVE 2.2 PROVIDE DIELECTRIC FITTINGS TO CONNECT PIPING TO GONGRETE NOTES:
C�ENERr4L STRUGTUR�L NOTES EQUIPMENT OF DISSIMILAR METALS. USE CLAMPS AND 6. JAMS OF ALL EXTERIOR OFFSET TYPE IN SWING DOORS BE
A. THE CONTRACTOR SHALL FIELD CHECK ALL DIMENSIONS ON THE STRUCTURAL " 1.ALL REINFORCEMENT STEEL SHALL BE NEW BILLET STEEL GOMFORMING RABBETED OR OF 51MILAR FABRICATION, TO PREVENT
8 X 8 SILL W/ 2 # 5 FASTENERS OF 51MILAR METALS OR 150LATE THEM FROM TO A51'M A615 GRADE 60. DEFEATING THE PURPOSE OF THE STRIKE AND THE INTEGRITY OF r ` -
DRAWINCG5 AND VERIFY SAME ON THE ARCHITECTURAL SET. BARS ® BOTTOM OF PIPING AND SLABS TO PREVENT CORROSION. LOCKS AND LATCHES. •'"
ARCHITECTURAL DETAILS SUCH AS;SLAB, EPRESSIONS, WATERPROOFING,,, WINDOW 23 PI I 2.UNLESS OTHERWISE NOTED. ALL DETAILING FABRICATION AND PLACING
B W
i
CURBS,MECHANICAL OPENINGS, FASGIA FRAMING AND BRACING SHALL BE OF REINFORCING STEEL SHALL CONFIRM TO THE MANUAL OF STANDARD -1. SINGLE 5WINGING EXTERIOR DOOR IF WOOD, SHALL BE 50LID j
INSTALLED AS SHOW 8 X 12" COLUMN W N ON THE ARCHITECTURAL SET. / 4 # 5 2.3.1 DOMESTIC HOT AND GOLD WATER: COPPER TUBING TYPE PRACTICE FOR DETAILING REINFORCED CONCRETE. GORE OF NOT LESS THAN I I/8"
THICK.
BARS & # 3 TIES @ 8" O.C. "K" OR "L" WITH SOLDER JOINTS. BRONZE VALVES TO BE 3. LAP ALL BAR SPLICES 30 BAR DIAMETERS( 12" MIN) UNLESS OTHERWISE ° '}
® CORNERS
125 P.5.1. MIN. NOTED. 8. GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN `' u
NATIONAL STANDARDS INSTITUTES-STANDARD 291.1.
B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND BRACING Z 4.ALL CONCRETE SHALL DEVELOP A MINIMUM OF 2500 P51 GOMPRSIVE v ✓.
TO ENSURE SAFE WORKING CONDITIONS AT ALL TIMES. ALL GON5TRUTION M 2.3.2 SANITARY WASTE AND VENT: CAST IRON OR PVG (FIELD STRENGTH FOR FOOTINGS d SLABS/3000 P51 FOR COLUMNS d BEAMS 9. VISION PANELS IN EXTERIOR DOORS OTHER THAN GLAZING t
5Hi;LL CONFORM TO THE SOUTH FLORIDA BUILDING CODE FIN. GRADE DETERMINE) PIPING UNDER SLABS
oo IN 28 DAYS UNLESS OTHERWISE NOTED. WITHIN 40" OF THE INSIDE LOCKING ACTIVATING DEVICE OF
_ I I_ I L005E AND 5WINGING DOORS SHALL COMPLY WITH AMERICAN "'.`, / �•• 1
0.' O 23.3 A/G CONDENSATE: PVC, SGEDULE 40 PIPE AND FITTINGS. NATIONAL STANDARDS IN5TITUTE5-5TANDARD 297.1.
- - 5. WIRE MESH REINFORCEMENT SHALL BE WELDED SMOOTH WIRE FABRIC
(=I , ,II II GONFORMING TO ASTM A155-79 WITH YIELD STRENGTHM 60poo PSI. 10. SLIDING GLASS DOORS AND WINDOWS SHALL BE INSTALLED AND
III=III 'l1--�I 6.WIRE MESH REINFORCEMENT SHALL LAP ONE FULL MESH+2" AND BE CONSTRUCTED IN THAT NO PANEL GAN BE LIFTED FROM THE
SECURELY WIRED AT EACH 51DE AND END. TRACKS WHEN IN THE LOCKED POSITION AND SO AS TO COMPLY
-III-TT WITH THE ARCHITECTURAL ALUMINUM MANUFACTURER'S DATE
ELEGTRIG4L NOTES -1.MINIMUM COVER FOR REINFORCING STEEL UNLESS OTHERWISE NOTED ASSOCIATION 5TANDARD5 FOR FORGED ENTRY RESISTANCE,AAMA
I. CONTRAGTOR SHALL FURNISH ALL LABOR MATERIALS AND SHALL BE: 1303'3' 14 JUNE 2001
DETAIL @ G O RBI R O TUB �Cj : /L� 11 EQUIPMENT FOR COMPLETE ELECTRICAL INSTALLATION IN A. CONCRETE DEPOSITED AGAINST THE GROUND .....................................3" 11. VENTS ON OVERHEAD GARAGE TYPE DOORS SHALL NOT BE
ACCORDANCE WITH THESE DRANING5. INSTALLED CLOSER THAN 40 TO THE IN5112E LOCK ACTIVATING 16 JUNE 2001
2. COMPLY WITH THE NEG.AND THE SOUTH FLORIDA BUILDING CODE B. CONCRETE EXPOSED TO THE WEATHER OR IN DEVICE.
CONTACT WITH THE GROUND ..........................................................................I 1/2"
3. PROVIDE "5TUB-UP' CONDUITS AS REQUIRED FOR TELEPHONE SYSTEM. SLABS AND WALLS NOT EXPOSED TO THE WEATHER 12. SINGLE SWING EXTERIOR AND SWING DOORS GONNEGTING LIVING
G.
AND TV GABLE SLABS
CONTACT WITH THE GROUND...........................................................3/4" AREAS WITH GARAGE AREA SHALL BE A MIN. 1 3/8" THICK,
4. OBTAIN ALL PERMITS FOR WORK UNDER THI5 CONTACT. 50LID GORE, AND SHALL BE SECURED WITH A LATCH AND 51NGLE
D. BEAMS COVER MAIN REINFORCING ••••••••••••••••••••••••••••••••••••••••••••••••••••••••.•1 1/2" DEAD BOLT SETS WITH LATCH THROW MIN. OF 1/2 AND BOLTS
5. PROVIDE TEMPORARY POWER AND LIGHT OUTLETS FOR USE BY HAVING A MIN. OF I" THROW.
OTHER TRADES. E.SLAB ON GRADE (NON STRUCTURAL) .........................® CENTER LINE
13. FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR
6. NO OUTLETS SHALL BE INSTALLED BELOW BASE FLOOD ELEV.. F.COLUMNS COVER MAIN REINFORCING...........................................................I i/2° SCOPE OR VISION PANEL.
I. COORDINATE ALL OUTLET LOCATIONS WITH BUILDING 14. ALL LOGK5 ON EXTERIOR DOOR5 SHALL BE CAPABLE OF
RE515TING A FORGE OF 300 LBS. APPLIED IN ANY MOVABLE
ARCHITECTURAL FEATURES. DIRECTION AND IN ACCORDANCE WITH RE-515TANGE STANDARDS
8. CONTRACTOR SHALL VISIT THE 51TE TO FAMILIARIZE HIMSELF SET FORTH IN METRO CODE/50UTH FLORIDA BUILDING GODE.
WITH ALL EXISTING CONDITIONS.
4. HURRIED CONDUITS SHALL BE SCHEDULE 40 PVG, SHEATHING NOTE:
MINIMUM COVER SHALL BE 15". USE 5/8" PLYWOOD APA RATED SHEATHING EXPOSURE I. INSTALL WITH THE LONG
10. ALL MOUNTING HARDWARE SHALL BE BY CONTRACTOR. DIMENSION OR 5TRENGTH AXIS OF THE PANEL AGROSS SUPPORTS, AND WITH PANEL
11. MAIN CIRCUIT BRK PANELS SHALL BE LOCATED ABOVE BASE FLOOD ELEV. CONTINUOUS OVER TWO OR MORE SPANS.
NAIL 4" O.G. ALONG SUPPORT PANEL
EDGE5 AND AT 6" INTERMEDIATE SUPPORTS,
NAILS SHALL BE IOcI.( 4" O.G. AT PERIMETER OF ROOF ADDITION)
REMOVE EXISTING ' I R GOND I T I ON I NG NOTES
MTL. ANGHOR STRAP 2" x 4" P.T. NAILER W/ 1/2" EXP. BOLT ROOF O.H. IC GENERAL I I�I r
t
(SEE ROOF PLAN FOR SPECS) AT 24" O.G. IN GONG. FILLED CELL i I.1 PROVIDE (FURNISH AND INSTALL) ALL NECESSARY �
MATCH EXISTING ROOF TIE NEW ROOF INTO MTL. ANCHOR STRAP MATERIALS AND LABOR FOR A COMPLETELY OPERATIONAL (V
2" X 4" 'X' BRACING 5'-O" O.G. TO EXISTING (SEE ROOF PLAN FOR SPECS) AIR GONDITIONING, HEATING AND VENTILATING SYSTEM AS (()
2" X 4" OUTRIGGER ® 3'-0" MIN. WALL p�� I ��N 5HOWN ON THE DRAWINGS AND HEREIN SPECIFIED �O
24" O.G. MATCH EXISTING RO R00� js^,N EX�S G BUILDINGIGODE�ISHRAESMAGNA NFPND LOCAL
IDA
SEE ROOF PLAN FOR SPECS CO MP ORDINANCES.
3" X 3"- 26 GAUGE WOOD TRUSS @ 24" O.G. 1.2 SCOPE OF WORK : m
MTL. FLASHING BY TRUSS MANUF.
0 o APROVIDE THE FOLLOWING COMPLETE SYSTEMS
I X 2 P.T. BATT INSULATION (R=30) A. SUPPLY DUCT SYSTEM. Z
d � s o
MATGH EXIST.
FASCIA BAIT INSULATION (R 30) TOP OF TIE BEAM 1.3 PAY FOR ALL FEE5,IN5PEGTION5 AND CONNECTION D FIELD DETERMINE TO CHARGES REQUIRED
MATCH EXIST. 50FFI MATGH EXIST. MATCH \--MATCH EXISTING 1.4 VERIFY AT JOB SITE ALL SPACE CONDITIONS, DIMENSIONS
EXISTING GABLE END EXISTING AND EQUIPMENT SIZES PRIOR TO DUCT FABRICATION {�
O.H. TO REMAIN INSTALLATION. COORDINATE REQUIREMENTS TO AVOID W
ATCH EXIST'G INTERFERENCE WITH OTHER TRADES.
OH I" X 4" P.T. WD. FIRE STOP (n
8" X 12" REINF. GONG. T.B. WD. FASCIA m
W14 # 5 0 GONT. 4 # 3 TO MATCH 8" X 12" T. BM. (MIN) W/
TIES @ 12" O.G. AT CORNERS/ EXISTING IS GUARANTEE ALL WORK FREE OF DEFECTS IN MATERIALS --4
BALANCE @ 48" O.G. (RAKED 1" X 3" 4 # 5 (p BARS 8 # 3 TIES @ AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM
BEAM) WOOD FURRING AT 16" O.G. 48" O.G. o CORNERS # 3 TIES DATE OF ACCEPTANCE. ^ Q
I # 5 48" O.G. IN GONG. I" X 4" P.T. WD. FIRE STOP GOVT. 4" SCREEN 4 - 12" O.G. EA. WAY U )
VENT 2- # 5 X 30" EA. WAY CORNER 2.0 MATERIALS �
FILLED CELL BARS 2.1 DUCTWORK l 1 I
2.1.1 GENERALALL DUCT SIZES SHOWN ARE CLEAR IN51DE U-
PRE-FAB TRUSSES @ 24" O.G.
MATCH EXISTING FOR BEDROOM DIMENSIONS. v O
8" X 12" GONG. TIE BM. W/ SEE A-2 NOTES FOR M.BATH 2.1.2 MATERIAL.FIVE POUNDS DENSITY 1 1/2" THICK GLA55FIBER
4 # 5 BARS GONT. 4 # 3 CLOSET
DESIGNED, CONSTRUCTED AND INSTALLED IN ACCORDANCE
PROVIDE NEW BLOCKING WITH 5MAGNA'S LOW PRESURE DUCT MANUAL. ALL
TIES 48" O.G. AT CORNERS I"X2" P.T. WD. FURRING TO RENUENE PLYWD. DUCT JOINTS SHALL BE SEALED AND TAPED.
R- 5 INSULATION
4 122" O.G. EA. WAY, R I6" O.G. 4 DRYWALL I"X2" P.T. WD. FURRING O
2.1.3 PROVIDE DOUBLE THICKNESS TURNING VANES AT ALL
2 # 5 X 30" EA. WAY 0 16" O.G. s SQUARE ELBOWS. WHERE THE ELBOWS ARE RECTANGULAR
MATCH EXIST'G. STUCCO
R- 5 INSULATION INSTALL SINGLE THICKNE-55 INSTEAD.
CORNER BARS ON 8" GONG. BLOCK
I"X4" P.T. WOOD EXISTING BLOCK WALL PAINTED 2.1.4 PROVIDE VOLUME EXTRACTORS BEHIND EACH SUPPLY
I X4 P.T. WOOD OUTLET AND AT EACH DUCT BRANCH.
MATCH EXIST'G. STUCCO NAILER GONT. (TYP) WALL TO REMAIN NAILER GONT. (TYP)
ON 8" GONG. BLOCK WALL PAINTED
PROVIDE HORIZONTAL JOINT 2.1 AIR DISTRIBUTION PRODUCTS
B
PROVIDE HORIZONTAL JOINT WOOD BASE BOARD PROVIDE a 16"O.G. 2.7.1 PROVIDE SUPPLY AND RETURN GRILLES AND DIFFUSERS
REINFORCEMENT I6"O.G•
(MATCH EXISTING) WOOD BASE BOARD
(EVERY OTHER BLOCK COURSE) AS INDICATED ON THE DRAWING5.
(EVERY OTHER BLOCK GOURSE) #Q TRU55 TYPE TYP. (MATCH EXISTING) 2.7.2 PROVIDE EXTRUDED ALL ALUMINIUM AIR DISTRIBUTION
#Q TRUSS TYPE TYP. 4" GONG. SLAB W/6X6-10/10 4" GONG. SLAB W/6X6-10/10 PRODUCTS.
WIRE MESH ON 6 MIL. VAPOR - 2.7.3 PROVIDE FINISHES AND TYPES OF MOUNT IN COORDINATION
I BARRIER ON QS % WELL DOWEL 2 # 5 0 BARS FROM NEW TTIE INTO CORNER (o WIRE MESH ON 6 MIL. VAPOR
`� ON q8 % WELL COMPACTED OF EXISTING RES. / 6" EMBED N BARRIER ON Q8 % WELL DIRAW NGS.EILING TYPES AS SHOWN ON ARCHITECTURAL
SOIL POISONED FILL ON �{8 90 WELL COMPACTED 2.7.4 PROVIDE OPP05ED BLADE,KEY OPERATED DAMPERS
SOIL POISONED FILL BEHIND ALL AIR SUPPLY OUTLETS.
gt FIN, FLR. FIN, FLR. TO MATCH EXIS-
FIN. GRADE �- _ T- EL. +0'-0" FIN. GRADE - - .- "
z -°-gip EL. +0-0
-
Qd� .I6" X 12" ( MIN.) MONO. GONG. 16" X 12" ( MIN.) MONO. GONG.
I III=I-L FTC. W/2 # 5 1$) BARS GOVT. 6 ,�
FTC. W/2 # 5 Cp BARS GONT.
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� II
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