01-0696-026 [ f f ( t
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R GOND,I TI, N C�EN R L NOTES: BUROLARY I NTRUSI ON NOTES` t t < t t <
O LNC 1�OT.E5 PLUME31N6 NOTES
< < I. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION I t N N O
1.0 GENERAL i 1.0 GENERAL OF THE SOUTH FLORIDA BUILDING CODE, THE NATIONAL-ELECTRICAL CODE, 1. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVF A ,C�GK� f�:f3_
KEY OPERATED FROM THE EXTERIOR WITH A MINIf�iI�M CF`6;,00&(
1.1 PROVIDE (FURNISH AND INSTALL AL N I.I PR AND ALL OTHER LOCAL AND APPLICABLE CODES. t �.�
L ECE55ARY PROVIDE ( FURNISH AND INSTALL ) ALL NEGE55ARY AN NOTIFY P0551BLE KEY GHANGE5 OR LOOKING GOMBINATIaNS.t IF KEY-[ i' O ;O "O \O
2. THE CONTRACTOR TO VERIFY ALL CONDITIONS IN THE FIELD D THE KNOB LOOK 15 USED THERE SHALL BE AN AUXILIARY_SINGLE N I
MATERIALS, ANA.(LABOR FOR tf,t COMPLETELY OPERATIONAL MATERIALS AND LABOR FOR A COMPLETELY OPERATIONAL THE ARCHITECT OF ANY INCONSISTENCIES PRIOR TO PROCEEDING WITH THE DEAD BOLT WITH HARDENED BOLT INSERTS. O N
AIR G&IbiTIONIN�, HEi`TING AND (VENTILATING 5Y5TEM AS PLUMBING 5Y5TEM AS SHOWN ON THE DRAWINGS AND c
WORK. 2. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING�Df�ORS 5HA4L i 4-1 (`(�
SHOWN vN THE`Vm-AI'JINt3 . A�!D ';lE_R IN 5PEGIFIED HEREIN SPECIFIED. INSTALL IN ACCORDANCE WITH THE �__ v
INSTALL IN ACCORDANCE WITH THE SOUTH FLORIDA SOUTH FLORIDA BUILDING CODE AND LOGAL ORDINANCES. 3. THE GONTRAGTOR SHALL AGGURATELY FOLLOW ALL DRAWING5, PREFERENCE HAVE SAME LOOKS AS REQUIRED FOR 51NOLE EX►ERfOr, SWIrIG 1 (v
BUILDING GODE,A5HRAE,5MACNA,NFPA,AND LOCAL 1.2 SCOPE OF WORK : BEING GIVEN TO FIGURED DIMENSIONS. ADDITIONAL DRAWINGS CLARIFYING DOOR. THE INACTIVE LEAF OF THESE PAIR OF DOORS SHALL
ORDINANCES,
DETAILS WILL BE FURNISHED BY THE ARCHITECT UPON REQUEST BY THE HAVE MULTIPLE POINT LOOKS WITH 5/8" MIN. THROW BOLTS M
PROVIDE THE FOLLOWING COMPLETE SYSTEMS : CONTRACTOR SHOULD THEY BE NEGE55ARY DURING THE PROCRE55 OF W ITH INSERTS. O
1.2 SCOPE OF WORK : A. SANITARY COLLECTION. THE WORK. EXPLANATORY NOTES ON THE PRAWINC5 SHALL TAKE PRECEDENCE V {-
B. DOMESTIC HOT AND GOLD WATER. OVER CONFLICTING DRAWN INDIGATIONS, AND LARGE SCALE DETAILS SHALL 3. 5L!^:NG GLASS DOORS SHALL BE PROVIDED WITH SLIDING DOOR < N v r
PROVIDE THE FOLLOWING COMPLETE 5Y5TEM5 : TAKE PRECEDENCE OVER SMALL 50ALE DRAWINGS. DO NOT OBTAIN ANY DEAD BOLTS OR A BOLT OR PIN NOT REMOVABLE OR OPERABLE _
DIMEN51ONS BY 50ALE OR VISUAL OBSERVATION. FOR EXTERIOR, AT THE JAMB, HERD, SILL OR AT MEETING 6 CN T- m
IL
A. SUPPLY DUCT SYSTEM. 1.3 PAY FOR ALL PERMIT FEES MULLIONS. THESE DOOR5 SHALL BE`REINFORGED IN THE STRIKE - m [Y1
4. THE CONTRACTOR SHALL COORDINATE WITH THE VARIOUS TRADES, MATERIALS AND LOCK ARE TO MAINTAIN BOLT STRENGTH EFFECTIVENESS, IF -0 th
13 1.4 VERIFY AT JOB SITE ALL SPACE CONDITIONS, DIMENSIONS AND EQUIPMENT SUPPLIERS SO THAT PROPER OPENINGS SHALL BE PROVIDED. NECESSARY, AND SUCH DOOR5 SHALL HAVE.NO SGREW5 REMOVABLE - N "-
PAY FOR ALL FEE5,INSPECTIONS AND CONNECTION FROM THE OUTSIDE WHICH WOULD FACILITATE READY ENTRY FROM O w' ' iZ
CHARGES REQUIRED WITH PIPE, FIXTURES, AND EQUIPMENT SIZES PRIOR TO
FABRICATION OR INSTALLATION. COORDINATE REQUIREMENTS 5. THE CONTRACTOR SHALL PROTECT EXISTING FACILITIES, STRUCTURES AND OUTSIDE. Q V O 6 CJ 6 O X
UTILITY LINES FROM ALL DAMAGE. E r .E 6
1.4 VERIFY AT JOB 51TE ALL SPACE CONDITIONS, DIMENSIONS TO AVOID INTERFERENCE WITH OTHER TRADES. '4. OVERHEAD DOORS SHALL BE PROVIDED WITH MULTIPLE POINT
AND EQUIPMENT SIZES PRIOR TO DUCT FABRICATION 6. ALL DIMENSIONS ARE NOMINAL, CONTRACTOR SHALL COMPENSATE FOR ACTUAL LOOKS OR BE LOCKED AT MORE THAN ONE POINT WITH HARDENED
DIMENSIONS IN THE FIELD. BOLT OR BOLTS WITH IN5ERT5 ENGAGING AT LEAST TWO OPPOSITE '
INSTALLATION. COORDINATE REQUIREMENTS TO AVOID I.6 GUARANTEE ALL WORK FREE OF DEFECTS IN MATERIALS - --
INTERFERENCE WITH OTHER TRADES. AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM 7. EVERY OL05ET DOOR LATCH 5HALL BE SUCH THAT CHILDREN CAN OPEN POINTS A 1-11N. 5/5". OTHER LOOKING DEVIGE5 SHALL NOT BE
REQUIRED WHERE SUCH DOORS ARE CONTROLLED AND LOCKED '
DATE OF ACCEPTANCE. THE DOOR FROM IN51DE THE CLOSET, EVERY BATHROOM DOOR LOGK RE RE ELECTRIC POWER. '
2.0 MATERIALS SHALL BE DE516NED TO PERMIT THE OPENING OF THE LOCKED DOOR
1.5 GUARANTEE ALL WORK FREE OF DEFECTS IN MATERIALS 2.1 PROVIDE SHUT-OFF VALVES FOR EACH FIXTURE AND AIR FROM THE OUTSIDE IN AN EMERGENCY. `
5. HINGES ON EXTERIOR OUT 5WINGING DOORS SHALL HAVE NON ._
REMOVABLE PINS.
AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM CHAMBERS WHERE SHOWN AND WHERE REQUIRED FOR
DATE OF ACCEPTANCE. PROPER PERFORMANGE OF THE 5Y5TEM. GONGRETE NOTES: 6. JAMS OF ALL EXTERIOR OFFSET TYPE, IN SWING DOORS BE
2.0 MATERIALS
2.2 PROVIDE Q IPMENDTIOF DTSRI M LAR METALS. �SEEGLAMPS AND
I. ALL REINFORCEMENT STEEL SHALL BE NEW BILLET STEEL COMFORMIN6 RABBETED, OR OF SIMILAR FABRICATION, TO PREVENT `TO A5TM A615 GRADE 60. DEFEATING THE PURP05E OF THE STRIKE AND THE INTEGRITY OF 'y
2.1 DUCTWORK FASTENERS OF SIMILAR METALS OR ISOLATE THEM FROM
LOCKS AND LATCHES. " ' • "` "` '` `
PIPING AND 5LA65 TO PREVENT CORROSION. 2. UNLE55 OTHERWISE NOTED. ALL DETAILING FABRICATION AND PLAGINC J "
OF REINFORCING STEEL SHALL CONFIRM TO THE MANUAL OF STANDARD �. SINGLE SWINGING EXTERIOR DOOR IF WOOD, SHALL BE SOLID
2.1.1 CENERAL.ALL DUCT SIZES SHOWN ARE CLEAR IN51DE 23 PIPING PRACTICE FOR DETAILING REINFORCED GONCRETE. GORE OF NOT LE55 THAN 1 1/8" THICK. <„',�.•
' DIMENSIONS. 2.3.1 DOMESTIC HOT AND GOLD WATER: COPPER TUBING TYPE •
2.1.2 DIM E DIMENSIONS.
POUNDS DENSITY 11/2" THICK K" OR " " T 3. LAP ALL BAR 5PLICE5 30 BAR DIAMETERS ( 12" MIN.) UNLE55 OTHERWISE
8. GLA55 AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN
GK CLA�55FIBER L WI H SOLDER JOINTS. BRONZE VALVES TO BE NOTED.
NATIONAL STANDARDS INSTITUTES-STANDARD 2c[71.1. DATE
DESIGNED, CONSTRUCTED AND INSTALLED IN ACCORDANCE 125 P.S.I. MIN. 4. ALL CONCRETE SHALL DEVELOP A MINIMUM OF 2500 PSI COMPRESSIVE �
SMAGNA'S LOW PRESURE DUCT MANUAL. ALL STRENGTH FOR FOOTINGS * SLABS / 3000 P51 FOR GOLUMN5 4 BEAMS 9. V15ION PANELS IN EXTERIOR DOORS OTHER THAN GLAZING K JUNE 2001
DUCT JOINTS SHALL BE SEALED AND TAPED. 2.3.2 SANITARY WASTE AND VENT: CAST IRON OR PVG (FIELD IN 28 DAYS UNLE55 OTHERWISE NOTED. WITHIN 40" OF THE INSIDE LOOKING AGTIVATINC DEVICE OF
2.1:3 PROVIDE DOUBLE THIGKNE55 TURNING VANES AT ALL DETERMINE) PIPING UNDER 51-A135 L005E AND 5WINGING DOOR5 SHALL COMPLY WITH AMERIGAN 16 JUNE 20q
SQUARE ELBOWS. WHERE THE ELBOWS ARE RECTANGULAR
' INSTALL SINGLE THICKNESS INSTEAD. ivA T Ir%NAL STANDARDS INSTITUTES-STANDARD 297.1.
2.3.3 A/C CONDENSATE: PVG 56EDULE 40 PIPE AND FITTING5. O 5. WIRE MESH REINFORGEMENT SHALL BE WELDED SMOOTH WIRE FABRIC
2.1;4 PROVIDE VOLUME EXTRACTORS BEHIND EACH SUPPLY CONFORMING TO A5TM A185-79 WITH YIELD 5TRENGTHM 60,000 P51. 10. 5LIDINO GLASS DOORS AND WINDOWS SHALL BE INSTALLED AND
CONSTRUCTED 50 THAT NO PANEL CAN BE LIFTED FROM THE
OUTLET AND AT EACH DUCT BRANCH.
i1 6. WIRE MESH REINFORCEMENT SHALL LAP ONE FULL MESH +2" AND BE TRACKS WHEN IN THE LOCKED POSITION AND SO AS TO COMPLY
Q SECURELY WIRED AT EACH SIDE AND END. WITH THE ARCHITECTURAL ALUMINUM MANUFACTURER'S 0
2.7 AIR DISTRIBUTION PRODUCTS
7. MINIMUM COVER FOR REINFORCING STEEL UNLE55 OTHERWISE NOTED ASSOCIATION STANDARDS FOR FORGED ENTRY RESISTANCE, AAMA
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1303-3.
SHALL BE: h.
.7.1 PROVIDE SUPPLY AND RETURN GRILLES AND DIFFUSERS II. VENTS ON OVERHEAD GARAGE TYPE DOORS SHALL NOT BE
AS INDICATED ON THE DRAWINC5.
2.7.2 PROVIDE EXTRUDED ALL ALUMINIUM AIR DISTRIBUTION A. CONCRETE DEPOSITED AGAINST THE GROUND 3"
SHEATHING NOTE: """°""""""""'°""""" INSTALLED CLOSER THAN 40" TO THE INSIDE LOCK ACTIVATING
PRODUCTS. DEVICE.
USE 5/8" PLYWOOD APA RATED SHEATHING EXP05URE I. IN ST LL WITH THE LONG B. CONCRETE EXPOSED TO THE WEATHER OR IN
2.7.3 PROVIDE FINISHES AND TYPES OF MOUNT IN COORDINATION DIMEN51ON OR 5TRENGTH AXIS OF THE PANEL ACROSS SUPP RTS, AND WITH PANEL CONTACT WITH THE GROUND ..........•.......••........1 1/2" 12. SINGLE SWING EXTERIOR AND SWING DOORS CONNECTING LIVING
WITH THE CEILING TYPES AS SHOWN ON ARCHITECTURAL CONTINUOUS OVER TWO OR MORE 5PAN5. SUITABLE EDGE PPORT SHALL BE G. 5LAB5 AND WALLS NOT EXPOSED TO THE WEATHER AREAS WITH GARAGE AREA SHALL BE A MIN. 1 318" THICK, o
DRAWINGS. PROVIDED BY USE OF PANEL GLIP5 OR TONGUE-AND-CRC E EDGES BETWEEN JOINTS. OR IN GONTAGT WITH THE GROUND............................................................3/4" SOLID GORE, AND SHALL BE SECURED WITH A LATCH AND SINGLE
2.7.4 PROVIDE OPP05ED BLADE,KEY OPERATED DAMPERS PANEL END JOINTS SHALL OCCUR OVER FRAMING. NAIL 4" O.G. ALONG SUPPORT PANEL 1 1/2" Di=f.�� BOLT SETS WITH LATCH THROW MIN. OF 1/2" AND BOLT5
BEHIND ALL AIR SUPPLY OUTLETS.
EDGES AND AT 6" INTERMIDIATE SUPPORTS, BASE ON SUPPORT SPACING OF 24" O.G. D. BEAMS COVER MAIN REINFORCING ••••••••••••••••••............................ • • • HAVING A MIN. OF I" THROW.
NAILS SHALL BE Sd COMMON NAIL. (RING SHANKED).
• E. SLAB ON GRADE (NON STRUCTURAL) .........................c9 CENTER LINE •.
13. FRONT MAIN ENTRANCE DOORS, SHALL_ BE PROVIDED WITH A DOOR '
F r.nl IIMNc, r-.n\1r-P MAIN I2r-IW=nQe'.Imr, I I��° SGOFE OR V1=5ION PANEL. '^
14. ALL LOCKS ON EXTERIOR POOR5 SHALL BE CAPABLE OF r-
MTL. ANCHOR STRAP 2" x 4" P.T. NAILER W/ 1/2" EXP. BOLT E51STING A FORGE OF 300 1_35. APPLIED IN ANY MOVABLE ;
(SEE ROOF PLAN FOR SPECS) AT 24" D.G. IN GONG. FILLED CELL DiIRE6 T iv`ll: hND IN ACCORDANCE WITH RESISTANCE 5TANDARD5
MTL. ANCHOR STRAP SET FORTH :,q METRO GORE/SOUTH FLORIDA BUILDING CODE. LI--I (T_ �
MATCH EXI5TIN6 ROOF 2" X 4" 'X' BRACING 0 5'-0" D.G. TO (SEE ROOF PLAN FOR SPEGS) f1/ m
SD I L �� �� 3'-0" MIN. WALL � l-K-- r�
STATEMENT 2 X 4 OUTRIGGER 0 E
�' MATCH EXISTING RO RO MP�C\A '
24 O.G. O O
I. IN SPEC OF THE SITE INDICATES UNDISTURBED SEE ROOF PLAN FOR L�1 'EG5 �O
LIME ROCK WITH A BEARING VALUE �(�•.;
3" X 3"- 26 GAUGE � '�'�°'-' WOOD TRU55 a 24" O.G.
OF 2000 PSF. SHOULD OTHER MATERIALS OR
CONDITIONS BE ENCOUNTERED, NOTIFY THE MTL. FLASHING BY TRUSS MANUF.
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ARCHITECT ENGINEER AS 50ON AS P0551BLE I" X 2" P.T.
BATT INSULATION (R=30} Q"
BEFORE PROCEEDING WITH THE WORK.
MATCH EXIST. TOP OF TIE BEAM
2. GLEAN FILL TO BE PROVIDD TO 98% DENSITY/REPORT FASCIA GATT INSULATION (R 30) FIELD DETERMINE TO .
� .,
TO BE PROVIDED TO BUILDING OFFICIAL.
I MATCH MATCH EXISTING m
3. A LETTER WILL BE SUBMITTED AFTER GROUND HAS
MATCH EXIST. 50FFI MATCH EXIST. EXISTING
BEEN BROKEN ATTESTING THAT THE 51TE HAS BEEN G'H' ATCH EXIST'G m
OBSERVED AND FOUNDATION CONDITIONS ARE CH I" X 4" P.T. WD. FIRE STOP m
S" X 12" REINF. GONG. T.B. WD. FASCIA d
SIMILAR TO THOSE UPON WHICH THE DESIGN 15 BASED. 8" X 12" T. BM. (MIN.) W/
W14 # 5 4) GONT. 4 # 3 TO MATCH
TIES 0 12" O.G. AT GORNERS/ EXISTING 4 # 5 (P BARS 8 # 3 TIE5 ® I ('� <
BALANCE ® 48" O.G. (RAKED III X 3" V I
GENERAL STRUCTURAL NOTES BEAM) WOOD FURRING AT 16" O.G. GONT. 4 SCREEN 48" O.G. ® CORNERS # 3 TIES (1
:� 4 @ 12 D.G. EA. WAY
"
2- # 5 X 30 EA. WAY CORNER \ Q
VENT v J
A. THE GONTRACTOR 5HALL FIELD GHEGK ALL DIMENSIONS ON THE 5TRUCTURAL I # 5 a 48" O.G. IN GONG. I" X 4" P.T. WD. FIRE STOP BARS \
DRAWINGS AND VERIFY SAME ON THE ARCHITECTURAL SET. FILLED CELL v LL
ARCHITECTURAL DETAILS SUCH AS; SLAB DEPRESSIONS, WATERPROOFING, MATCH EXISTING FOR BEDROOM
SEE A-2 NOTES FOR M.BATH O O
CURBS, MECHANICAL OPENINGS, FASCIA FRAMING AND BRAGINC SHALL BE 8" X 12" GONG. TIE BM. W/ PRE-FAB TRUSSES o 24" O.G. EE A-2
INSTALLED AS SHOWN ON THE ARGHITEGTURAL 5ET. 4 # 5 CP BARS CONT. 4 # 3
TIES ® 48" O.G. AT CORNERS I"X2" P.T. WD. FURRING I"X2" P.T. WD. FURRING O _�
4 a 12" O.G. EA. WAY, o 16" O.G. s I" 16" O.G. $ <
B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND BRACING 2 # 5 X 30" EA. WAY R- 5 INSULATION R- 5 INSULATION
TO ENSURE SAFE WORKING CONDITIONS AT ALL TIMES. ALL GONSTRUTION MATCH EXIST'C. STUCCO
SHALL CONFORM TO THE SOUTH FLORIDA BUILDING CODE CORNER BARS ON 8" GONG. BLOCK
I"X4" P.T. WOOD WALL PAINTED "X4" >°O( TYP)
ELEGTRIGAL. NOTES MATCH EXIST'C. 5TUCG0 NAILER GONT. (TYP) R GO
ON 8" GONG. BLOCK WALL PAINTED
I. CONTRACTOR SHALL FURNISH ALL LABOR MATERIALS AND PROVIDE HORIZONTAL JOINT
PROVIDE HORIZONTAL JOINT WOOD BASE ESOARD REINFORCEMENT @ I6"O.C• WOOD BASE BOARD
EQUIPMENT FOR COMPLETE ELECTRIC INSTALLATION IN (MATCH EXISTING) (EVERY OTHER BLOCK COURSE) (MATCH EXISTING)
REINFORCEMENT O 16"O.G. #q TRUSS TYPE TYP.
ACCORDANCE WITH THESE DRAWINGS. (EVERY OTHER BLOCK COURSE)
2. COMPLY WITH THE NEC. AND THE SOUTH FLORIDA BUILDING CODE #9 TRU55 TYPE TYP. 4" GONG SLAB W/6X6-10/10 4" GONG. SLAB W/6X6-10 110
= WIRE ME:514 ON Co MIL. VAPOR WIRE MESH ON 6 MIL. VAPOR
3. PROVIDE " 5TU5-UP" CONDUITS AS REQUIRED FOR TELEPHONE SYSTEM. BARRIER ON 98 9b WELL I BARRIER ON 98 51; WELL
AND ll/ GABLE N ON 98 % WELL COMPACTED C-4 ON 98 % WELL COMPACTED
OBTAIN ALL PERMITS FOR WORK UNDER THIS CONTACT.
SOIL POISONED FILL SOIL P015ONED FILL
5. PROVIDE TEMPORARY POWER AND LIGHT OUTLETS FOR USE BY
FIN, FLR.
FIN, FLR. TO MATCH EXI r,
4 ;
FIN. GRADE - z : ' .-.• .• '' EL. +O'-0" FIN. GRADE EL. +0'-0" �a
OTHER TRADES. no :.�:':.. ::.: .:.} •;::. ,..��_:;.•.iT`..:. � . .. -.„_, . •:�,y ti:,-�-.
LETS SHALL INSTALLED BELOW BASE F - M -
6. NO OUT L BE INSTA LOO ELEV.. _ - Y�� «;�; % '• -I I �f�".«;�; :
7. COORDINATE ALL OUTLET LOCATIONS WITH BUILDING - µ 16" X 12" ( MIN.) MONO. GONG.
i6" X 12" ( MIN) MONO. GONG. rte,
�' L' FTC. W/2 # 5 4) BARS GONT.
•III=i L, FTC. W/2 # s � BARS GONT. �IBC I I-I=I L _
ARCHITECTURAL FEATURES. = I I-I I I
8. CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE HIMSELF i- i
WITH ALL EXISTING CONDITIONS.
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9. BURRIED GONDUITr.� A CHELVLE 40,
T F. NALL SEGT I ON SG : 514 T--rF . NALL SEGT I ON SG : 5/4
MINIMUM GOVER�SHA L
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10. ALL MOUNTING HARDWARE SHALL BE BY CONTRACTOR .
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11. MAIN GIRGUIT BRKt 17Af� LS 5H NL'L `r3E IIOGAT' B
D AOVE BASE FLOOD ELEV.
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