HomeMy WebLinkAbout38066-38070 Daughtery RdDES16NATIONS:
PANEL G
LOCATION:
BREAK ROOM 121
MOUNTIN6:
REGE55ED
VOLTS, AMPS, PHASE:
120/208V, 5IN6LE PH
MAINS, SIZE 6 TYPE:
200A MLO
PANEL TYVE:
SQUARE D OR EQUAL
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@ VIA TIME GLOGK
1-71-70 1 1030 1 2500 2Ol`IO
FUNCTION
ACTUAL LOAD
DEMAND
DE-516N LOAD
TOTALL16HTIN&
3120
125%
3400
TOTAL REGEPTAGI F
c14OO
c1400
TOTAL A/C
5040
5040
TOTAL M15GELLANEOU5
4500
4500
CONNECTED LOAD
220bo
TOTAL DF-51ON LOAD
22&40
f&4 CONNECTED LOAD- 228,40 -- 205 = 110 AMPS, SIN665LE PHASE
DENONATION5:
PANEL A
LOCATION:
HALL 108
MOUNTIN5:
RECESSED
VOLTS, AMPS, PHASE.
120/205V, 5IN61 F PHASE
MAIN5,5izE e TYPE:
200A MLO
PANEL TY-PE:
5WARE D OR EQUAL
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--
- --
1 15540 1 13-740 1 j646
P5dO
j
I450
j25OO
FUNCTION
ACTUAL LOAD
DEMAND
DE516N LOAD
TOTAL LIC71-ITINC7
2040
125%
2550
TOTAL RECEPTAGLE
5400
5400
TOTAL AIC,
5000
5000
TOTAL MISCELLANEOUS
CONNECTED LOAD
12440
TOTAL DE-516N LOAD
12q5O
CONNECTED LOAD. 12q5O + 205 63 AMP5,SIN6LE PHASE
VE-516NATION5:
PANEL B
LOCATION:
HALL 114
MOUNTIN6-
REGE55ED
VOLTS, AMPS, PHASE:
120120bV, 5IN67LE PHASE
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200A MLO
PANEL TYPE.
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180-101 1 -7-7-To 1 1 1530 1 2520 1 1500 [� �2O
FUNCTION
ACTUAL LOAD
DEMAND
DE-516N LOAD
TOTAL LIC7HTIW--.,
3030
125%
3-788
TOTAL RECEPTACLE
6300
(0300
TOTAL AIG
5000
5000
TOTAL M15GELLANEOUG,
4500
4500
CONNECTED LOAD
lbb3o
Kllllllv�
TOTAL DE516N LOAD
Ict558
ELEGTRICAL 6ENERAL SPEGIFIGATIONS
1. 6ENERAL
1. ALL MATERIAL55HALL BE NEN AND OF THE BEST 6RADE AND
BEAR A U.L. LABEL. ALL NORKMAN5HIP SHALL BE OF THE 1-116HE-5T
STANDARDS.
2. ALL NORK TO BE PERFORMED IN ACCORDANCE NITH THE FLORIDA
BUILDINC, GODE, PREVAILIN6 LOCAL CODES, AND THE NATIONAL
ELECTRICAL GODE. CONTRACTOR SHALL SECURE AND PAY FOR
ALL PERMITS.
5.5HOP DR.ANINC75 SHALL BE SUBMITTED FOR APPROVAL TO THE
ONNER FOP, THE FOLLONIN6 ITEMS:
A. LIC7HTINC7 FIXTI)RE5.
B. APPARATUS INGLUDIN6 PANELBOARDS, 5AFETY5NITGHES,
AND FUSES.
G. HIRINC-7 DEVICES.
P. OTHER ITEMS REQUESTED BY THE ONNER.
4. AUTOMATIC CONTROL NIRIN6 15 NOT INCLUDED EXCEPT ASSHONN
ON THE DRANIN65.
5. ALL MATERIALS AND INSTALLATION TO BE 6UARANTEED Ac7AIN5T
DEFECTS FOR A PERIOD OF ONE YEAR FROM DATE OF
COMPLETION AND FINAL AG6EPTANGE.
(b. CONTRACTOR SHALL REPAIR ALL REMODEL PENETRATIONS
MADE BY H15 FORGES TO OR16INAL CONDITION, PAYINcv
PARTICULAR ATTENTION TO UL FIRE RESISTANCE DIRECTORY
DETAILS FOR ALL PENETRATIONS THROUC71-1 FIRE RATED ASSEMBLIES
(N-L-1001 FOR NALL5 AND G-A-1-1045 FOR FLOORS OR
EQUIVALENT FOR NEN CONSTRUCTION).
-7. CONTRACTOR SHALL MAINTAIN AN UP-TO-DATE SET OF PRANINC75
ON 51TE AT ALL TIMES REFLEGTIN67 AS CONSTRUCTED GHAN6E'-5.
DRANIN65 SHALL BE TURNED OVER TO THE ARCHITECT AT THE
TIME OF FINAL ACCEPTANCE.
b. CONTRACTOR SHALL PREPARE 3 BOUND COPIES OF ALL APPROVED
SUBMITTALS, MAINTENANGE INSTRUCTIONS, AND OTHER DATA THE
ARCHITECT MAY REQUEST AND SUBMIT TO THE ONNER AT THE
TIME OF FINAL ACCEPTANCE.
VI. DISTRIBUTION EQUIPMENT
1. PANELBOARD5:
A. 120/208 VOLT CIRCUIT BRE,4kKER PANELBOARD5 - SQUARE 0
NOOD OR EQUIVALENT.
13. PROVIDE EACH PANELBOARP V41TH AN FN6RAVED PHENOLIC
NAMEPLATE AND GAF0 IN PLASTIC
POCKET. DIRECTORY GAFDS5H-y4LL BE NORDED TO INDICATE
THE ROOMS BEIN6 5ER`vEll'.).
G. PROVIDE A 6ROUND BU!5 N i-LL PANEI-50ARD5.
D. HHERE BREAKERS ARE S---R*'AN6 H\,/A(:, EQUIPMENT NiTH A
REQUIREMENT FOR HAGF! IN THE RAN&E OF 15-60
AMPS, UL APPROVED HA(-,IR P AKEf;Z-3 5HAL
2.015GONNECT AND SAFETY SHITCHE5-
A. ALL 5NITGHESSERVIN6 EGL)iFM1'---NT 5HALL BE 5ENERAL1 DUTY.
ALL 5NITGHE5 FOP, SERVi'-E- OF! FEEDERS SHALL BE HEAVY
DUTY, 5NITCHES OVER 1200 AMIF135HALL BE FUSIBLE E30LTED
PRE55URESNITGH TYPE.
B. SNITCHE5 EXPOSED TO IoAFEATHER SHALL BE NEMA 3R.
G. PROVIDE REJECTION CLIPS FOR ALL. FUSIBLE UNITS. FU5E5 TO
BE BU55MAN FR5 OR FRN DEPENDIN6 ON VOLTA&E.
D. AG DISGONNEGTS MAY BF PULL-OUT TYPE FOR UNITS RATED
UP TO 60 AMPS.
VII. 1-61-ITINO FIXTURES
1. PROVIDE LAMPS AS INDICATE 01-4 THE SCHEDULE AND
MANUFACTURED BY SYLVANIA, PHILIPS OR VENTURE.
BALLASTS FOR FLUORESCENT FIXTURES SHALL BE ELECTRONIC,
TYPE, AND FUSED HHERE REQUIRED BY L06AL CODE.
5. ALL FIXTURES SHALL BE SECURELY FASTENED TO STRUCTURAL
ELEMENTS. NO FIXTURE551-11AL-1 BE SUPPORTED BY THE
GEILIN6 &RID SYSTEM.
Vill. L16HTIN6 GONTAGTOR5 (IF REGUIRFED)
cf. CONTRACTOR SHALL PROVIDE EN&RAVED PHENOLIG LABELS FOR
ALL MAJOR PIECES OF ELECTRICAL EQUIPMENT INGLUDIN6, BUT NOT
LIMITED TO PANELBOARD5, DISCONNECT 5NITCHE5, ETC.
10. IN ALL CASES THE NORD "PROVIDE" SHALL BE TO BOTH FURNISH
IX.
AND INSTALL.
11. RAGENAY5
1. IN OR UNDER CONGRETE51-A55 - SCHEDULE 40 PVG (5/4" MIN.)
2. DIREGT BURIAL IN EARTH - SCHEDULE 40 PVG (3/4" MIN.). PROVIDE
24" MINIMUM COVER FOR RUNS BELON FIN15HED 67RADE OUT51DE
OF BUILDIN65 UNLE55 OTHERN15E NOTED.
3. CONGEALED IN HALLS OR ABOVE GEILIN65 - E.M.T.
4. EXPOSED:
A. PORTIONS OF SERVICE ENTRANCE - RIC71D 5-1 EEL.
B. OTHER AREAS - EM.MT.
5. FOR INTERIOR CONNECTIONS TO MOTORS AND VIBRATINO
EQUIPMENT - FLEXIBLE METAL CONDUIT.
b. FOR CONNECTIONS TO MOTORS, ETC., EXPOSED TO HEATHER
5EALT16HT.
T FITTINC75:
A. FOR E.M.T. - DIE-GA5T, 5ET-5GREN (COMPRESSION TYPE NHERE
EXP05ED TO HEATHER.
B. FOR SEALT16HT - STEEL INSULATED THROAT TYPE.
6. CONDUIT SHALL BE RUN CONGEALED NHEREVER POSSIBLE. ALL
CONDUIT (EXPOSED AND GONGEALED)5HALL BE RUN PARALLEL OR
PERPENDICULAR TO MAJOR BUILDIN6 ELEMENTS.
cf. ALL GONDUIT5 ARE TO BE GLEANED AND HAVE FULL 5TRIN6
INSTALLED.
10. PROVIDE FULL AND JUNCTION BOXES NHERE REQUIRED BY CODE
OR NOT THEY ARE 5HONN ON THE DRANIN65. ALL BOXES SHALL
BE LE6113LY MARKED TO INDICATE THE CIRCUITS CONTAINED
THEREIN.
11. TYPE MG GABLE NITH FULL SIZE &ROUND HIRE MAY BE EMPLOYED
NHERE CONCEALED AND ALLONED BY NEG. IN NO CASE SHALL
TYPE MG GABLE BE EMPLOYED IN EXPOSED APPLICATIONS.
111. HIRE AND GABLE
1. ALL HIRE TO BE COPPER UNLES55PEGIFIGALLY NOTED OTHERNISE
ON THE DRANIN65. MINIMUM 51ZE TO BE #12 A.N.&.
2. INSULATION:
A. #12 AND LAR67ER (PONER�; #14 (CONTROL) - TYPE THHN/THNN.
B. SITE L16HTINO CONDUCTORS - TYPE USE.
3. SPLICES IN FEEDERS HILL NOT BE PERMITTED.
4. COLOR GODIN67 AS FOLLOV45 SHALL BE EMPLOYED:
VOLTAC7E PHASE A PHASE B PHASE G NEUTRAL
120/208 BLACK RED BLUE NHITE
5. CONTRACTOR SHALL PROVIDE A OREEN &ROUNDIN& CONDUCTOR
IN ALL RAGENAY5 (EXCEPT SERVICE LATERAL) HHETHER INDICATED
ON THE DfZANIN675 OR NOT. IN rvENERAL THESE CONDUCTORS HAVE
BEEN SHONN IN FEEDERS AND UNDER6ROUND CONDUITS ON THE
DRANIN&S.
IV. NIRIN& DEVICES
1. RECEPTACLES (NITH MULTIPLE REGEPTAGI FS ON A CIRCUIT) - 15 AMP,
120 VOLT, HUBBELL GRI5.
2. SIN&LE RECEPTACLE ON 20 AMP CIRCUIT - 20 AMP, 120 VOLT,
HUBBELL GR20.
3. 5NITGHE5,51N&LE POLE - 20 AMP, 120/2-7-1 VOLT, HUBBELL G5120.
4. 5NIT6HES, 5-NAY - 20 AMP, 120/2-7-1 VOLT, HUBBELL G5320.
5.SNITGHES, 4-NAY - 20 AMP, 120/2-7-7 VOLT, HUBBELL G513420.
6. 5NITGHE5, 2 POLE - 20 AMP, 2-1-1 VOLT, HUBBELL GSB220.
-7.5NITGHE5, MOMENTARY, CENTER OFF - 20 AMP, 2-1-1 VOLT,
HUB13ELL 155-1.
5. OCCUPANCY SEN50R 5NITGHE5 - SINC7LE POLE AND 3-NAY,
120/2-1-1 VOLT, HATT STOPPER NA-200.
cf. ALL DEVIGE55HALL BE IVORY. PLATES SHALL BE SMOOTH, OPAQUE
IVORY NYLON. EXP05ED REGEPTAGLE55HALL BE IN 4" SQUARE
BOXES NITH INDUSTRIAL COVERS.
10. ALL OUTLET BOXES SHALL BE MINIMUM 4"SGUARE NITH DEVICE
RIN65 APPROPRIATE FOR THE HALL CONSTRUCTION AND OPENINOS
AS REQUIRED TO ACCOMMODATE THE INDICATED DEVICE.
V. EQUIPMENT NIRIN6
1. PROVIDE FINAL CONNECTION To ALL EQUIPMENT SHONN ON THE
DRANIN&S.
2. PROVIDE LOCAL 0156ONNE6TIN6 MEANS FOP, ALL EQUIPMENT
EXCEPT NHERE SPECIFICALLY NOTED ON THE DRANIN675 To BE
B-r'OTHERS.
3. VERIFY ALL EQUIPMENT RATIN&5 PRIOR TO GONNEGTION AND
NOTIFY THE ARCHITECT OF ANY DISCREPANCY PRIOR To
PROGEEDINC7 V41TH CONNECTION OF SAME.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL
MATERIAL5 INTERFACED, I.E. LU6 51ZE VERSUS 6ONDUCTOR5 OR
OTHER 51MILAR ITEMS.
1. ALL GONTAGTOR5 TO BE ELECTRICALLY OR MECHANICALLY HELD
AS INDICATED ON THE DRANIN65 - SQUARE D GLASS ac`105,
30 AMP GONTA6T5 MINIMUM.
2. PROVIDE LOCKABLE, HIN6ED NE11,41A 3R ENGLO5URESIZED TO
HOUSE ALL GONTROL DEVICE:55HONN ON DRANIN65.
TELEPHONE AND DATASYSTEM�-�
1. IN INSULATED HALLS, OUTLETS --E�-IALL GON515T OF A 4" SGUARE
BOX NITH51NOLE 6AN6 TILE RIN'& V41TH 3/4" CONDUIT EXTENDED
To THE GEILIN5 SPACE AND TERMINATED IN A BU5HIN6.
2. IN NON-IN5ULATED HALLS AN-T? NON-FiRENALL5 THE USE OF A
5IN&LE &AN& DEVICE RIN67 IN�TH PULLSTRIN16 EXTENDED THROU61-1
THE TOP PLATE OF THE PART!TION SHALL BE ACCEPTABLE.
T
3. ROUIE CONDUITS TO MINIMIZE NUMBER OF ELLS.
4. INSTALL LON6-5NEEF, 610-E�63REE RI&ID &ALVANIZED STEEL ELL5
ON ALL PVG TELEPHONE SERVICE GONDUIT5.
5. PROVIDE A TELEPHONE JUN6-� ' ION BOX AT EACH INGOMIN6 INTERIOR
TELEPHONE LOCATION. EXTE14D.,\ #4 r.OPPER rvROUND FROi-i THE
JUNCTION E30X AND CONNECT Tl--' BUILDINW3 6ROUNDIN& ELE,,;TROE>E
SYSTEM.
6. PLYNOOD BACKBOARD IN 36",-;-3b"xb" NEMA 3R TELEPHONE
CABINET SHALL BE PAINTED'NITIA (-?)'CO,&tTS OF FIRE -RETARDANT
PAINT.
-7. PROVIDE A I" MINIMUM CONDUIT IF -ROM THE MAIN TELEPHONE
CABINET LOCATION TO THE Tf��WNT TELEPHONE JUNCTION BOX IN
EAGI-15PAGE.
LEGEND
@ TRANSFORMER BY POV-L-R. COMPANY
TNO RUNS OF (3) 550 MCM N (2-2) 2-1/2" RIC710
(2) CONDUITS
@ LICHTNIN6 ARRESTOR-
(3) 5/0 4 (1)#b IN 2" FV- GON7.?UiT
200A 120/208V 51N&LE PHA5E9)9-EF-' 015GONNEEGIF
IN NEMA 3R ENGL05URE
METER CAN - METER r3Y FOVt-:-R GO.
NEMA 3R NIREKAY
200A 42 CIRCUIT 1-1-20/20&,,� 15IN6LE PHASE PANELBOARD
uFEP, oRouND- (2) ccpp�E�, o-,Rout-v FoD5 -i,-o,,
APART W#2GU TO AND FOUNDATION STEEL.
120/20OV, 5IN67LE PHASE 600AMP ELECTRICAL SERVICE
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ALL PLUMENN6, ELEGTRIGAL, AND MEGHANIGAL
ROUi5H-IN5 MUST BE GOMPLETE IN5PEGTEP AND
APPROVED f3EFORE REGUE5TIR6 THE FRAMIN6
INSPECTION IN AGGORDANGE KTH 200-7 FLORIDA
BUILDIN6 GODE 5EGTION 10cf.
W4��=
4" f3RIGK VENEER NITH Ill AIR SPACE
AND 8" GMU f3EARINC7 HALL NITH TRU55
TYPE HORIZ. JOINT REINF. a 16" O.C. VERT.
FILL ALL OPEN GMU GELLS KR-14.2 EXPANDIN6
FOAM GOREFIL 500 INSULATION-5EE FDN. PLAN
FOR VERTICAL REINF.SPAGIN6
6" GMU DEM15IN67 NALL TO 12'-0" A.F.F. NITH
TRU55 TYPE HORIZ. JOINT REINF. @ 16" O.G. VERT.
SEE FDN. PLAN FOP, VERTIGAIL REINF. 5PAGINC7
FROM TOP OF GMU NALL TO UNDER51DE OF ROOF
DEGK PROVIDE 5/&" FIRE RATED 61^115 EA. SIDE OF
20 67A. 6ALV. MTL.STUD5 @ Irbil' O.G., AS DE5GRI13ED
IN UL DE-516IN U432 (THIS 5HT)
I -HOUR RATED CONSTRUCTION
1/2" 6716115 EA.51DE OF 24 67A. 67ALV. METAL STUDS
@ 1611 O.G. TO 12'-0" A.F.F. SEE FLOOR PLAN FOR
NOMINAL KNILL THIGKNE55. PROVIDE SOUND BATT
INSULATION FULL THIGKNE55 AND FULL HE16HT OF
NALL.
1'11LLW0R< NOTE&
1. ALL MILLNORK SHALL E3E PERFORMED IN AGGORDANGE V41TH AK GU5TOM GUALITY.
2. ALL GOUNTERTOP5 SHALL BE PLYY400D. ALL OTHER PqOOD SHALL BE 5OFTNOOD,
LUMf3ER. NO PARTIGLE E30ARD SHALL f3E USED.
5. ALL EXPO51ED!SIURFAGE5, INGLUDIN6 SHELVES, DOORS, ED&E5, E3AGK SPLASHES
4 END 5PLASHE5 SHALL BE PLA5TIG LAMINATE.
4. ALL INTERIORS OF DOORS, PRAI^ER5 AND GABINETS SHALL BE FINISHED NITH
MELAMINE.
5. PROVIDE GUTOUT5 FOR PLUME31NO FIXTLMRE5, FIXTURES AND Fl"N65 AND ANY
50AP DISPENSERS. VERIFY LOGATION5 OF GUTOUT5 FROM ON -SITE DIMENSIONS.
SEAL GONTACT SURFACES OF GUT ED6E5.
6. PROVIDE LOCKS NITH KEYS FOR ALL GAf3INET DRANER5 AND CAE31NET DOORS.
-1. SHOP DRAKN65: SUBMIT FOUR (4) GOPIE!5 TO THE ONNER TO REVIEN.
INDIGATE MATERIAL5,60MPONENT PROFILES, ELEVATIONS, A55EMBLY METHODS,
JOINT DETAILS, FA5TENIN6 METHODS, AGGE55ORY L15TINC75, HARDNARE LOCATIONS,
5GHEDULE OF FINISHES AND DIMENSIONS.
PROJECT D,4TO4
TYPE OF CON5TRLVTION IIH5
O0GVPAW,Y ............... 64ZOUP 5 - BLUNE55
ALLOKABLE AREA . ...... . IqOOO 5F
E31JILDINIS5 AREA .............. 3, 0&3 5F
ALLOKABLE HEIC7HT . ..... . 4 5TORY - 55 FT
51JILDING5 HEIC?HT ........... 21'-ON
CODE DATA BA51ED ON FLORIDA BUILDIN6
60DE - 200-1 EDITION P41TH 20001 SLPPLEMENT
Fire Resistance Ratings - ANSI/UL 263
Design No. U432
September 26, 2006
Bearing Wall Rating - 1 Hr (See Item 2)
Nonbearing Wall Rating - 1 H r (See Item 2)
Load Restricted for Canadian Applications - See Guide BXUV7
1. Floor and Ceiling Runners - (Not shown) - Channel shaped,
fabricated from min 0.0329 in. thick, bare metal thickness (No. 20
MSG) corrosion -protected steel, that provides a sound structural
connection between steel studs and adjacent assemblies such as
floors, ceilings and/or other walls. Attached to floor and ceiling
assemblies with steel fasteners spaced not greater than 24 in. OC.
2. Steel Studs - Min 0.0329 in. thick, bare metal thickness (No. 20
MSG) co rrosio n- protected steel studs, min 3-1/2 in. wide, cold
formed, designed in accordance with the current edition of the
Specification for the Design of Cold -Formed Steel Structural
Members by the American Iron and Steel Institute (AISI). All design
details enhancing the structural integrity of the wall assembly,
including the axial design load of the studs, shall be as specified by
the steel stud designer and/or producer, and shall meet the
requirements of all applicable local code agencies. The max stud
spacing shall not exceed 24 in. OC. Studs attached to floor and
ceiling runners with 1/2 in. long Type S-1 2 steel screws on both
sides of the studs or by welded or bolted connections designed in
accordance with the AISI specifications (bearing walls). Studs to be
cut 1/2 to 3/4 in. less than assembly height and friction -fitted into
floor and ceiling runners (nonbearing walls).
3. Lateral Support Members - (Not shown) - Where required for
lateral support of studs, support shall be provided by means of steel
straps, channels or other similar means as specified in the design
of a particular steel stud wall system.
4. Gypsum Board* - Nom 5/8 in. thick, 24 to 54 in. wide gypsum
panels, attached vertically or hodzontally with 1-1/4 in. long Type S-
12 steel screws. When applied vertically to studs, joints centered
over studs and staggered one stud cavity on opposite sides of
studs and attached with screws spaced 8 in. OC along the edges
and 12 in. OC in the field. When applied horizontally to studs, no
distance requirement on joints on opposite sides of studs and
attached with screws spaced 8 in. OC along the edges and in the
field. When used in widths other than 48 in., gypsum panels to be
installed horizontally.
UNITED STATES GYPSUM CO - Type FRX-G.
5. Batts and Blankets* - (Optional, not shown) - Placed in stud
cavities, any glass fiber or mineral wool insulation bearing the UL
Classification Marking as to Surface Burning Characteristics and/or
Fire Resistance. See Batts and Blankets (BKNV or BZJZ)
Categories for names of Classified companies.
6. Joint Tape and Compound - Vinyl or casein, dry or premixed
joint compound applied in two coats to joints and screw heads.
Paper tape, nom 2 in. wide, embedded in first layer of compound
over all joint. Paper tape and joint compound may be omitted when
gypsum boards are supplied wilth square edges.
7. Caulking and Seallants* - (Optional, not shown) - A bead of
acoustical sealant applied around the partition perimeter for sound
control.
UNITED STATES GYPSUM CO - Type AS
*Bearing the UL Classification Mark
Reprinted from the Online Certifications Directory with permission from
Underwriters Laboratories Inc.
Copydght @ 2006 Underwriters Laboratories Inc.6
.3UBMMED PLAN(S) HAVE BEEN REVIEWED
3Y ZEPH E MARSHAL:S OFFICE
Date:
Reviewer:
F%we be iWOW We*w of PWO NbnW is a
camolAw"" a" to conracW in complame *0
W*j& &e sd* codes. TM M*W is not inw1w
ft is ftw
to be a WIPM81 01 ft Submftd PIMS plans OM lill!l
00111vactor's 6* TionsiblilIty to ensure tf at and
.8ro wKh all apoicaw 14PA codes
complIelld CMIP1
-ir oxaminatioA Or
low ordiriIarag. event that tud! ,
11 .1 . of Inohtaj It shah be
gft linspeciJon re*al's areas �4� tole "POW tO
1114 ifeit M compliance. ity
bring ir it, to be �fi tbM016"
re"onibik bt 0on w6es Wit
IXal" NFPA Codes 61160'9
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REFER TO MEGHANIGAL DRAWIN65 BY OTHERS FOR LOGATIONS OF
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ANY PENETRATIONS OR
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5AFINC7 MATERIAL
I-HR. RATED DEM15IN6
HALL - SEE UL DE-516N
U-452
5/b" F.R. 61,NB ON EA.
SIDE OF 206A. 6AL\/.
MTL. STUDS a lb" O.G.
TAPE 4 5AND ALL
JOINTS
A5TLV DEM15INC5 KALLSHALL
EXTEND FULLY INTO THE
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2-0OUR5E COMPOSITE
GONT. TIE BEAM I^V#5
IN EA. COURSE
1/2" EXPANSION JOINT
4" GONG.51-AB I^Vbxb
P41.4/HI.4 V4NF OVER
(9 MIL POLYETHYLENE
VAPOR BARRIER ON
GLEAN, GOMPAGTED,
TERMITE TREADED
FILL
0
FAI
NOT USED
SCALE - NONE
A(- WERE THE V4000 TRU55E5 RUN PERPENDIGULAR TO AND INTERSECT
THE DEM15INC, Y4ALL5HONN, THE FIRE RESISTANCE RATIN65HALL
EXTEND A MINIMUM OF FOUR (4) FEET ON EAGH SIDE OF THE DEM15IN6
NALL THROUC71-1 THE USE OF A 50 MIL DRY THIGKNE55 APPLIGATION OF
FIREFREE bb AS MANUFAGTUIRED BY FIREFREE GOATIN65, ING., OR
APPROVED EQUAL. ALTERNATE PPOr->UGT!5 MAY BE U5ED IF IN FULL
GOMPLIANGE Y41TH THE PROV15ION5 OF FAGTORY MUTUAL FOR A RATED
FIRE RETARDANT, FIRE RE515TANT BARRIER.
4
3" VTR
2"1
GONNEGT TO I
EXIST. SAN. 5ENER SINK I
- - - - - - - - - - IH HL---t - - - - - - -
GONG. FOOTIN6
SEE FON. PLAN
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SCALE -, 3/4" -- V-0"
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PLUMBIN6 FIXTURE � 51ZINC-2 5GHEDULE
NO.
FIXTURE
MIN. CONNEGTION5
REMARK5
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3'
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112N
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1-1/2'
11/2'
1/2'
COUNTERTOP
5-2
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5"
1/2"
11/20
FLOOR MOUNTED
EN4
Fl EGTRIG HATER HEATER
3/4"
3/4"
20 6AL. UNDRGTR.
EHG
HATER COOLER
2m
I/2n
NOTE5: 1. VERIFY HANDICAP FIXTURE L06ATION5 AND MOUNTIW,7
HEIC7HT5. PROVIDE IWN-LATED 5UPPLIE5 AND TRAP5
2. VERIFY MOUNTIN67 HEIC-A-IT5 OF FIXTUI;ZE5 BEFORE ROUC7H-
IN. C40ORDINATE KTH MILLY40RK WERE APPLIGAKE.
3. PROVIDE GHROME PLATE TRAP PRJMER!5 (IF EXP05M
P TRAP5 AN6LE 5UPPLIE5 AND 5TOP5 FOR ALL FIXTURE5
A� 4. PROVIDE DIVIDER IN CAf3lNET T05EPARATE KATER HEATER
FROM 5TORA6E AREA.
211
211
311 \/TR
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TERMITE PROTECTION NOTES:
I. A PERMANENT SIGN WHIGH IDENTIFIES THE TERMITE
TREATMENT PROVIDER AND NEED FOR RE-INSPEGTION
AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED.
THE 516N SHALL BE POSTED NEAR THE WATER HEATER OR
El EGTRIG PANEL.
2. CONDENSATE AND ROOF DOWNSPOUTS SHALL D150HAR6E
AT LEAST 1'-0" AWAY FROM BUILDING SIDE WALL5.
3. IRRI&ATION/5PRINKLER SYSTEMS INGLUDIN6 ALL RISERS
AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0"
OF THE BUILDING 51DE WALLS.
4. INITIAL TERMITE TREATMENT SHALL BE DONE AFTER ALL
EXCAVATION AND BAGKFILL 15 COMPLETE. 501L DISTURBED
AFTER THE INITIAL TREATMENT SHALL BE RETREATED,
INGLUDIN6 SPACES BOXED OR FORMED.
5. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT
INSTALLATION OF TRAPS, ETG., SHALL BE MADE WITH
PERMANENT METAL OR PLASTIC FORMS. PERMANENT
FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE
THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT.
6. MIN. 6 MIL VAPOR RETARDER MUST BE INSTALLED TO
PROTEGT A6AIN5T DILUTION. IF RAINFALL OGGUR5 BEFORE
VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED.
7. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION
PERIMETER MUST BE REMOVED BEFORE EXTERIOR 501L
TREATMENT IS PLACED.
8. 501L TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR
CONCRETE OR GRADE WITHIN 1'-0" OF THE STRUGTURE
SIDEWALL5.
a. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE
INSTALLED AFTER GON5TRUGTION 15 COMPLETE INGLUDIN6
LAND5GAPIN6 AND IRRIGATION. ANY 501L DISTURBED AFTER
THE VERTICAL BARRIER 15 APPLIED SHALL BE RETREATED.
10. ALL BUILDINGS ARE REQUIRED TO HAVE PRE-GON5TRUGTION
TREATMENT.
II. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE
BUILDING DEPT. BY A LICENSED PEST CONTROL COMPANY
BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE
CERTIFICATE OF COMPLIANCE SHALL STATE: THE BUILDING
HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION
OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN
ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA
DEPARTMENT OF A6RIGULTURE AND CONSUMER SERVICES.
12. AFTER ALL WORK IS COMPLETED, L005E WOOD AND FILL
MUST BE REMOVED FROM BELOW AND WITHIN 1'-0" OF THE
BUILDING. THIS INCLUDES ALL 6RADE STAKES, TUB TRAP BOXES,
FORMS, SHORING OR OTHER GELLUL015E GONTAINING MATERIAL.
13. NO WOOD, VE(5ETATION, 5TUMP5, CARDBOARD, TRASH, ETC., SHALL
BE BURIED WITHIN 15'-0" OF ANY BUILDING OR PROP05ED BUILDING.
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A FOUNDATION SURVEY SHALL BE PERFORMED 4
AND A COPY OF THE SURVEY SHALL BE ON THE
51TE FOR THE BUILDIN6 INSPECTION USE OR, ALL
PROPERTY MARKERS SHALL BE EXPOSED AND A
STRING STRETCHED FROM MARKER TO MARKER �' a
TO VERIFY REQUIRED SETBACKS.,
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M-2
.31401
21-29
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(2) #2
(2)#2
NOW
51331
loom
10ow
10000
M-3
41-01
21-80
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(2)02
(2)42
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4261
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10000
M-4
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31-21
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(2)#2
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M-5
41-8%
31-41
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21344
8414
60413
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51-41
41-Ov
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(2)42
(2)03
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4623
6431
4421
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41-61
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3IB23
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3600
5430
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61-41
51-01
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(2) *2
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4115
4115
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4411
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51-21
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(2)#4
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31334
31334
2810
4151
M-10
(01-81
51-41
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(2)02
(2) 1%
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3119
31113
2653
3SM
M-11
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(ol-21
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(2)02
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21311
21BII
2030
3060
M-12
11-81
61-41
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(2)02
(2)#4
NONE
21%
2196
IS32
21a3l
M-13
81-01
(01-81
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(2)02
(2)04
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2581
2581
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2102
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11-of
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23%
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91-41
81-01
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1238
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1621
1621
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M-11
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101-01
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(2)03
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1455
1455
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M-18
121-01
101-81
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1335
1335
61211
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1251
1251
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121-01
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1101
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TELEPHONE HEX HD LATGH
4-#4 65ROUND BAR
IN51DE PROVIDE 15'
LOOP OF #4 6ROUND
PADLOGK PROVISION
NOTE: TELEPHONE GABINET TO
BE SUN PC-5T ENC71NEERINC7 MODEL
5f3-03603608 (TEL. # 602-215-0662)
OR APPROVED EG?UAL BY ENOINEER
AND UTILIT"r GOMPANY. PROVIDED BY
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TELEPHONE C45INST
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TELEPHONE COMPANY
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AN
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3-KAY 5NITGH
2x4 4-LAMP FLUOREr5lGENT FIXTURE - GEILIN6 6RID MOUNT
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2x4 3-LAMP FLUORE5GENT FIXTURE K/BATTERY BAGKUP
DUPLEX REGEPTAGLE
FLOOR MOUNTED REGEPTAGLE
EMER6ENGY INALL-MOUNTED FIXTURE hl BATTERY BAGKUP
DUPLEX REGEPTAGLE, A5 ABOVE, MOUNT (b" A13OVE GOUNTER.
BAGK5PLA5H TO GENTER
EXIT LIc7HTIN6 -- GEILIN6, MOUNTED Pq/ BATTERY BACKUP
DUPLEX REGEPTAGLE WONE HALF 5PqITGHED FROM HALL
51
KALL MNTD. DATA PORT FOR GPU PqIRIN6 ( 3/4" CONDUIT
TO RUN FROM JB $ TERMINATE 2" ABOVE GEILIN67. KIRIN6 BY OHNER
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2.
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ELMECTRIC4Lm Lml(3HTING PL4N
SCALE; 1/4" = V-V
FURNISH 4 INSTALL SMOKE VETEGTORS WHERE SHOWN. UNITS TO BE
HARD WIRED WITH BATTERY BACKUP, AND SHALL BE TIED T06ETHER
L I G7HT F I XTURE 5GHEDULE
MARK
TYPE
MFR.
MODEL NO.
LAMP
A
2'x4' FLUORESCENT
DAY-BRITE
2-51P-5-4-32-F5-0I-120-EB
32W-TS FLUORESCENT
4 LAMPS
B
2'x4' FLUORESCENT
W/BATTERY
DAY-BRITE
2-5P-6-4-32-F5-0I-120-E-7
32W-TS FLUORESCENT
3 LAMPS
G
WALL MOUNTED
INGANDESGENT
HALO
H2561
(2) 60W INGANDESGENT
D
EMER&ENGY LIGHT -WALL
MOUNTED "ATTERY
McPHILBIN
GTX6L12WG5WA
(2) 5.4W TUNGSTEN
E
EXTERIOR
GEILIN6 INGANGESGENT
HALO
M700-6205
50W HPS
EXIT
GL6. MTV. EXIT LIGHT
"ATTERY
Mr-PHILBIN
GXL-3-R-W-DG
RED LED
`'
MET
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t
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MDJ
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DE-516NATION5:
PANEL G
LOCATION:
BREAK ROOM 121
MOUNTI
RECE55ED
VOLT5, AMP5, PI
120/208V, 5IN6LE PH 5
MAIN5,51ZE 4 TYPE-
200A MLO
PANEL TYPE:
SQUARE 0 OR EQUAL
I Mr. 0
MEMO
VNIZZ11
10
P WIMI/Iffill ol
v OWN, ol
W, ffizzzloll
a
MEN
0 zrzzzld
mod
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EN9563=11W
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0 ffir=W
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0
v OWN;
zrzzzl/lo 10
VINW/0 I
Ai
1 1-71-101 1 cla-70 ] 1 1030 1 2500 1 20clO 1 2500 1 @ VIA TIME CLOCK
FUNCTION
ACTUAL LOAD
DEMAND
DE516NLOAD
TOTAL LIC714TIN6
3120
125%
3qOO
TOTAL RECEPTACLE
cl4OO
c1400
TOTAL "
5040
5040
TOTAL M115GELLANEOU5
4500
4500
CONNECTED LOAD
220bO
1 TOTAL DE-516N LOAD
22b4O
- f �84O + �208 I �10 A�"--, 51 �WOLE P�HA_--E
CONNECTED LOAD' 22540 + 208 110 AMPS, 51NOLE PHA-r-E
DE516HATION5.
PANEL A
LOCATION:
HALL 10&
t,10UNTIN(5-
REGE55ED
VOLT5, AMP`o, PHA_5E-
120/208\/, 5INC-LE PHA5E
MAIN5,517F 4 TYPE.
200A MLO
PANEL TYPE:
5QUARE D OR EGUAL
Ilow
GOND. UNIT
NO. 2
III�
�
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WINIZA,
WO/l/i/10
a
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mly-
1111,111,12
WWW'S
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u
m
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VZOWN
W, NINE,
ON1111=1101
W
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0
0
OV
WMA0 04
MIZE
1 135401 13-74o 15qO 12500 11450 12
FUNCTION
ACTUAL LOAD
DEMAND
DE-516N LOAD
TOTAL LI&HTING
2040
125%
2550
TOTAL RECEPTACLE
5400
5400
TOTAL A/6
5000
5000
TOTAL M15CELLANEOU5
CONNECTED LOAD
12440
TOTAL DE-516N LOAD
12c[50
CONNECTED LOAD: 12q5O + 20b = 63 AMP5,51%1 F PHA5E
DE-516NATION5:
PANEL B
LOCATION-
HALL 114
VIOUNTIN66:
REGE55ED
V0LT5,AMP5,PHA5E:
12O/2O&V,5INC7LE PHASE
,51ZE s TY'PE:
200A MLO
I PANEL TYPE-
SQUARE D OR EQUAL
PANEL 'G' 5GHEDULE
W
040
0
Wr W
0=02
0 zrzzz,/.o 10
Wzziffill. 04
WMIN
u
0
P OW/l/lo 101
MOWN, ol
9, ffizziffillo
v WON 10
m
u
m
m
4
WMA,
01=10, 04
MW /A
0
U
0
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P MIME 10
R /rzzl/ld I
WMI/10, 04
WMA,
WA IZZ111A
0
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0
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0
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MWAS
WMIN
=1111111RIPMAIARA
WMI 0 1
VNIZIM
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0
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WMIN 0.
VANIZI Al. 0
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0 1OWN
F Ozziffid,
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Wzzzyj
A
I I bO-701 1-1-7-70] 1 1530 1 2520 1 1500
FUNCTION
ACTUAL LOAD
DEMAND
DESIGN LOAD
TOTAL LIC;44T[Wv
3050
125%
3-758
TOTAL REGEPTAGLE
6300
6300
TOTAL A/C
5000
5000
TOTAL M15GELLANI
4500
4500
CONNECTED LOAD
lab3o
TOTAL DE-516N LOAD
lci5b8
ELEGTRIGAL 6ENERAL SPEGIFIGATIONS
1. &ENERAL
1. ALL MATERIALS SHALL BE NEN AND OF THE BEST 6RADE AND
BEAR A U.L. LABEL. ALL HORKMANSHIPSHALL BE OF THE H16HEST
STANDARDS.
2. ALL P40RK TO BE PERFORMED IN ACCORDANCE V41TH THE FLORIDA
BUILDIN6 GODE, PREVAILIN6 LOCAL CODES, AND THE NATIONAL
ELECTRICAL CODE. CONTRACTOR SHALL SECURE AND PAY FOP,
3. SHOP DRAHINC75 SHALL BE SUBMITTED FOR APPROVAL TO THE
ONNER FOR THE FOLLOHINC7 ITEMS:
A. LIC7HTIN6 FIXTURES.
B. APPARATUS INGLUDINO PANELBOARD5, SAFETY 5NITGHE5,
AND FUSES.
G. HIRIN6 DEVICES.
D. OTHER ITEMS REQUESTED BY THE OHNER.
4. A;UTOMATIG CONTROL HIRINC7 IS NOT INCLUDED EXCEPT A55HOHN
ON THE DRAHIN65.
5. ALL MATERIALS AND INSTALLATION TO BE 6UARANTEED A&AIN5T
DEFECTS FOR A PERIOD OF ONE YEAR FROM DATE OF
COMPLETION AND FINAL ACCEPTANCE.
(9. CONTRACTOR SHALL REPAIR ALL REMODEL PENETRATIONS
MADE BY H15 FORCES TO ORIC71NAL CONDITION, PAYIN6
PARTICULAR ATTENTION TO UL FIRE RESISTANCE DIRECTORY
DETAILS FOP, ALL PENETRATIONS THROUI FIRE RATED ASSEMBLIES
(H-L-1001 FOP, HALLS AND G-AJ-1045 FOR FLOORS OR
EQUIVALENT FOR NEN CONSTRUCTION).
-7. GONTRAGTOR5HALL MAINTAIN AN UP-TO-DATE SET OF PRANINC75
ON 51TE AT ALL TIMES REFLEGTIN6 AS CONSTRUCTED GHANOE5.
PRANIN655HALL BE TURNED OVER TO THE ARCHITECT AT THE
TIME OF FINAL ACCEPTANCE.
b. CONTRACTOR SHALL PREPARE 5 BOUND COPIES OF ALL APPROVED
SUBMITTALS, MAINTENANCE INSTRUCTIONS, AND OTHER DATA THE
ARGHITEGT MAY REQUEST AND SUBMIT TO THE OHNER AT THE
TIME OF FINAL ACCEPTANCE.
VI. DISTRIBUTION EQUIPMENT
1. PANELBOARD5:
A. 1201205 VOLT GIRGUIT BREAKER PANELBOARD5 - SQUARE D
NOOD OR EQUIVALENT.
B. PROVIDE EACH PANELBOARD NITH AN EN&RAVED PHENOLIG
NAMEPLATE AND TYPENRITTEN DIRECTORY GARD IN PLASTIC,
POCKET. DIRECTORY CARDS SHALL BE HORDEP TO INDICATE
THE ROOMS BEIN6 SERVED.
G. PROVIDE A OROUND BUS IN ALL PANELBOARDS.
0. HHERE BREAKERS ARE 5ERVINC7 HVAG EQUIPMENT NITH A
REQUIREMENT FOR HAGR BREAKERS, IN THE RAN&E OF 15-roO
AMPS, UL APPROVED HAGR BREAKERS SHALL BE USED.
2. FA5GONNEGT AND SAFETY 5NIT6HE5:
A. ALL 5HITGHE-5SERVINO EQUIPMENT SHALL BE &ENERAL DUTY.
ALL 5HITGHE5 FOR5Ef;ZVIGE OR FEEDERS SHALL BE HEAVY
PUTY.5NITGHE5 OVER 1200 AMP55HALL BE FUSIBLE BOLTED
PRESSURE 5HITGH TYPE.
B. 5HITGHES EXPOSED TO IAEATHER SHALL BE NEMA 3R.
G. PROVIDE REJECTION CLIPS FOR ALL FU51BLE UNITS. FUSES TO
BE BU55MAN FIRS OR FRN DEPENDINC7 ON VOLTA&E.
0. AG 015GONNEGT5 MAY BE PULL-OUT TYPE FOR UNITS RATED
UP TO (90 AMPS.
Vill. L16HTIN& FIXTURES
1. PROVIDE LAMPS AS INDICATE ON THE SCHEDULE AND
MANUFACTURED BY SYLVANIA, PHILIP5 OR VENTURE.
2. BALLASTS FOR FLUORESCENT FIXTURES SHALL BE ELECTRONIC,
TYPE, AND FUSED HHERE REQUIRED BY LOCAL GODE.
3. ALL FIXTURES SHALL BE SECURELY FASTENED TO STRUCTURAL
El EMENT5. NO FIXTURES SHALL BE SUPPORTED BY THE
GEILINC-7 &RIPSYSTEM.
\v/111. LIOHTINC7 GONTAGTOR5 (IF REQUIRED)
cf. GONTRAGTORSHALL PROVIDE ENC7RAVEP PHENOLIG LABELS FOR
ALL MAJOR PIECES OF ELECTRICAL EQUIPMENT INGLUDINO, BUT NOT
LIMITED TO PANELBOARD5, DI5GONNEGT5HITGHE5, ETC.
10. IN ALL CASES THE HORD "PROVIDE" SHALL BE TO 130TH FURN15H Ix.
AND INSTALL.
11. RAGEHAY5
1. IN OR UNDER CONCRETE 5LA135 - SCHEDULE 40 PVC, (3/4" MIN)
2. DIRECT BURIAL IN EARTH -SCHEDULE 40 PVC, (3/4" MIN). PROVIDE
24" MINIMUM COVER FOR RUNS BELON FIN15HED 6RADE OUT51DE
OF BUILII, UNLE-55 OTHERN15E NOTED.
3. CONCEALED IN K&,LLS OR ABOVE GEILINC75 - E.M.T.
4. EXPOSED:
A. PORTIONS OF SERVICE ENTRANCE - R1610STEEL.
B. OTHER AREAS - EM.MT.
5. FOP, INTERIOR CONNECTIONS TO MOTORS AND VIBRATIN6
EQUIPMENT - FLEXIBLE METAL CONDUIT.
(b. FOP, CONNECTIONS TO MOTORS, ETC., EXPOSED TO �IEATHER -
SEALTI16HT.
1. FITTIN65:
A. FOP, E.M.T. - DIE-GA5T, 5ET-SGREN (COMPRESSION TYPE HHERE
EXP05ED TO HEATHER.
B. FOP, SEALT16HT - STEEL INSULATED THROAT TYPE.
8. GONDUITSHALL BE RUN CONGEALED HHEREVER POSSIBLE. ALL
CONDUIT (EXPOSED AND GONCEALED)!5HALL BE RUN PARALLEL OR
PERPENDICULAR TO MAJOR BUILDIN6 ELEMENTS.
ci. ALL CONDUITS ARE TO BE CLEANED AND HAVE PULL 5TRINC7
INSTALLED.
10. PROVIDE FULL AND JUNCTION E30XE-5 HHERE REQUIRED BY CODE
OR NOT THEY ARE 5HOHN ON THE DRMIN65. ALL BOXES SHALL
BE LE&IBLY MARKED TO INDICATE THE CIRCUITS CONTAINED
THEREIN.
11. TYPE MG GABLE HITH FULL 51ZE 6ROUND HIRE MAY BE EMPLOYED
HHERE CONCEALED AND ALLONED BY NEG. IN NO CASE SHALL
TYPE MG CABLE 13E EMPLOYED IN EXPOSED APPLIGATION5.
Ill. PqIRE AND GABLE
1. ALL HIRE TO BE COPPER UNLESS SPECIFICALLY NOTED OTHERH15E
ON THE DRANINC95. MINIMUM 51ZE TO BE #12 A.H.6.
2. INSULATION:
A. #12 AND LAROER (PONER); #14 (CONTROL) - TYPE THHN/THHN.
B. SITE LIC7HTIN6 GONDUGTOR5 - TYPE USE.
5. 5PLIGE5 IN FEEDERS HILL NOT BE PERMITTED.
4. COLOR GODIN& AS FOLLONS SHALL BE EMPLOYED:
VOLTA6E PHASE A PHASE B PHASE G NEUTRAL
120120b BLACK RED BLUE HHITE
5. CONTRACTOR SHALL PROVIDE A 6REEN 6ROUNDIN6 CONDUCTOR
IN ALL RAGEHAY5 (EXCEPT SERVICE LATERAL) HHETHER INDICATED
ON THE PRAV41NC-75 OR NOT. IN 6ENERAL THESE CONDUCTORS HAVE
BEEN 5HOHN IN FEEDERS AND UNDER67ROUND CONDUITS ON THE
DRAHIN&S.
IV. HIRIN& DEVICES
1. REGEPTAGI E5 (HITH MULTIPLE RECEPTACLES ON A GIRGUIT) - 15 AMP,
120 VOLT, HUBBELL GRI5.
2.5INC7LE RECEPTACLE ON 20 AMP CIRCUIT - 20 AMP, 120 VOLT,
HUBBELL GR20.
3.5HITGHE5,5IN6LE POLE - 20 AMP, 120/2-1-1 VOLT, HUBBEI I G5120.
4. 5HITGHES, 3-HAY - 20 AMP, 120/2-7-7 VOLT, HUBBELL G5320.
5.5HITGHE5,4-HAY - 20 AMP, 120/2-M VOLT, HUBBELL GSB420.
b. 5HITGHES,2 POLE - 20 AMP, 2-" VOLT, HUBBELL G5B220.
-7. 5NITGHE-5, MOMENTARY, CENTER OFF - 20 AMP, 2-7-1 VOLT,
HUBBELL 155-1.
8. OCCUPANCY 5EN50R 5NITGHE5 - 5IN&LE POLE AND 3-HAY,
120/2-1-1 VOLT, HATT STOPPER NA-200.
cl. ALL DEVICES SHALL BE IVORY. PLATE55HALL BE SMOOTH, OPAQUE
IVORY NYLON. EXP05ED RECEPTACLES SHALL BE IN 4" SQUARE
BOXES HITH INDUSTRIAL COVERS.
10. ALL OUTLET BOXE-55HALL BE MINIMUM 4" SQUARE HITH DEVICE
RIN65 APPROPRIATE FOR THE HALL CONSTRUCTION AND OPENINC75
AS REQUIRED TO ACCOMMODATE THE INDICATED DEVICE.
V. EQUIPMENT HIRIN6
1. PROVIDE FINAL CONNECTION TO ALL EQUIPMENT SHOHN ON THE
PRAHINC75.
2. PROVIDE LOCAL D15GONNECTIN& MEANS FOR ALL EQUIPMENT
EXCEPT INHERE SPECIFICALLY NOTED ON THE DRANIN65 TO BE
BY OTHEI;Z5.
3. VERIFY ALL EQUIPMENT RATINGS PRIOR TO CONNECTION AND
NOTIFY THE ARCHITECT OF ANY DISCREPANCY PRIOR TO
PROGEEDIN& NITH CONNECTION OF5AME.
4. CONTRACTOR SHALL BE RE5PON50LE FOP, COORDINATION OF ALL
MATERIALS INTERFACED, I.E. LU65IZE VERSUS CONDUCTORS OR
OTHER 51MILAR ITEMS.
1. ALL 6ONTA6TOR5 TO BE ELECTRICALLY OR MECHANICALLY HELD
AS INDICATED ON THE DRAHIN65 - SQUARE D CLA55 5clO5,
50 AMP CONTACTS MINIMUM.
2. PROVIDE LOCKABLE, HIN6ED NEMA 3R ENGL05URE 51ZED TO
HOUSE ALL CONTROL DEVICES 5HOHN ON DRAHINC75.
TEI EPHONE AND DATA SYSTEMS
1. IN INSULATED HALLS, OUTLETS SHALL CONSIST OF A 4" SQUARE
BOX HITH 5IN6LE &AN6 TILE RINC7 NITH 3/4" CONDUIT EXTENDED
TO THE 6EILIN6 SPACE AND TERMINATED IN A BU5HIN6.
2. IN NON -INSULATED HALLS AND NON-FIREHALLS THE USE OF A
5IN&LE 6ANO DEVICE RINC7 HITH PULL 5TRIN& EXTENDED THROUI
THE TOP PLATE OF THE PARTITION SHALL BE ACCEPTABLE.
3. ROUTE CONDUITS TO MINIMIZE NUMBER OF ELL5.
4. INSTALL LOW--,-!51^EEP, clO-DE67REE R161D &ALVANIZEDSTEEL ELL5
ON ALL PVG TELEPHONE SERVICE CONDUITS.
5. PROVIDE A TELEPHONE JUNCTION BOX AT EACH INGOMINC7 INTERIOR
TELEPHONE LOCATION. EXTEND A #4 COPPER 6ROUND FROM THE
JUNCTION BOX AND CONNECT TO BUILDIN6 6ROUNDIN6 ELECTRODE
SYSTEM.
6. PLYHOOD f3AGKf3OAf;,'D IN 36'x3b"xb" NEMA 3R TELEPHONE
GABINET5HALL BE FAINTED HITH (2) GOATS OF FIRE -RETARDANT
PAINT.
-7. PROVIDE A I" MINIMUM CONDUIT FROM THE MAIN TELEPHONE
GAE31NET LOCATION TO THE TENANT TELEPHONE JUNCTION E30X IN
EAGH5PAGE.
L-5135ND
nl TRANSFORMER BY PONER COMPANY
THO RUNS OF (3) 350 MCM IN (2) 2-1/2" R161D
CONDUITS
LICHTNINC, ARRESTOR
(3) 3/0 4 (0#6 IN 2" PVG CONDUIT
200A 120/208V 5IN6LE PHASE FUSED DISCONNECT
IN NEMA 3R ENCLOSURE
METER CAN - METER By PCHER Co.
NEMA 3R HIRENAY
200A 42 CIRCUIT 120/205V 5IN6LE PHASE PANELBOARD
UFER 6ROUND- (2) COPPER rvROUND RODS -7,-o,,
APART NI#2GU TO RODS AND FOUNDATION STEEL.
120/2O&V, 51NOLE PHASE &OOAMP` ELEGTRIGAL
sc..4.rz: NONE
bm
13
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& 51-411 51-411
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SEE CIVIL EN61NEE.EIRINC,
41-011
1-60 11
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21-1111
10
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41-011
PLANS BY
31-611
PLANE
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to
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251-011 01-814
241-Ioll
SCALE: 1/4"cl'-O"
ALL PLUMENN6, ELECTRICAL, AND MECHANICAL
RQU6H-IN5 MIJ5T BE COMPLETE INSPECTED AND
APPROVED BEFORE REGUE!5TIR6 THE FRAMIN6
INSPECTION IN ACCORDANCE KTH 200-1 FLORIDA
BUILDIN65 GODE 5EGTION 10ci.
I MR MR M 11MUFF moi
4 ZIGK VENEER N1714
LLJ__l I 'I f3P 11 1" AIR SPACE
izz== AND 5" CMU BEARIN16 HALL INITH TRU55
1.
ALL MILLPqORK SHALL BE PERFORMED IN ACCORDANCE NITH AV41 CUSTOM GUALITY.
TYPE f-IC)RIZ. J0114T REINIF. a 16" O.G.
FILL ALL OPEN C.-AKU CELLS k4lR-14.2 EXPAN014116
2.
ALL COUNTERTOP5 SHALL BE PLYYqOOD. ALL OTHER HOOD SHALL BE 5OFTVqOOD
FOAM GOREFIL 500 iNSULATION-5EE FDK PLAN'
LUMBER. NO PARTICLE BOARD5HALL BE USED.
FOR VERTICAL REINF. 5PACIN6
5.
ALL EXP05ED 5URFAGE-5, INCLUDIN6 5HELVE5, DOORS, ED&ES, BACK SPLASHES
EE= 6' GMU DEV1151\1'e i1ALL TO 12'-0" A.F.F.11141TH
4 ENDI5PLASHE5 5141-ILL BE PLASTIC LAMINATE.
TRUSS T-'(PE HOIRIZ. -JOINT REINF. a 164'O.C. VERr.
4.
ALL INTERIORS OF DOORS, DRA01ER5 AND CABINETS SHALL BE FIN15HED KTH
SEE FDN. PLAN FOR "OERTIGAL RBW. 5PAGIN16,
MELAMINE.
FROM TOFF'OF GMU KALL TO UNDER5130E OF ROOF
5.
PROVIDE CUTOUTS FOP, PLUMBIN6 FIXTURES, FIXTURE5 AND FITTIT-465 AND ANY
DECK PROVIDE 5/5" FIRE RATED 6,043 EA. SIDE OF
50AP DISPENSERS. '\�RIFY LOCATIONS OF CUTOUTS FROM ON-51TE DIMENSIONS.
20 6A. G-ALV. rr!l_ 5TUDS, 0 Irbil' O.G., A5 DE-50RIBED
SEAL CONTACT 5URFAGE5 OF -CUT ED&E5.
IN UL DE516N U4.52 (-ft 5 5HT)
I -HOUR RATED CONSTRUCTION
ro.
PROVIDE LOGK5 �'flTH KE-05 FOR ALL CABINET DRAPSIER5 AND CABINET DOORS.
E:Z= 1/2" (51o15 EA. SIDE OF 24 65A. &AI._V. METAL STUDS
-1.
SHOP DRANIN655- SUBMIT FOUR (4) COPIES TO THE ONNER TO REVIEN.
a 16" O.G. TO 121-011 A.F.F. SEE FLOOR PLAN FOP,
MIGATE 1,1ATERIAL5, C01IMPONENT PROFILES, ELEVATIONS, ASSEMBLY METHODS,
NOMINAL Y4ALL THICXNE55. PROVIDE SOUND BATT
JOINT DETAILS, F,46TENING, METHODS, ACCESSORY L15TINC55, HARDNARE LOC'ATION5,
INSULATION FULL 1-HICKNE55 AND FULL HE16HT OF
SCHEDULE OF FINISHES AND DIMENSIONS.
INALL.
TYPE OF CON5TFlr-,TION .111-13
OCLWAWGY ' ........... C-ROUP 5 - I3IJ5INE%
At-W14ABLE ARF-A ........ IcIOOO 5F
BUILDIN6, AREA .............. 3, 0&3 5F
ALLOKABLE HE16HT .4 5TORY - 55 FT
BUILDIW5 HEIGHT . . 21'-0"
CZVE DATA BA-SED ON FLORIDA E31JILDIW-7
CODE - 2001 EDITION V41TH 2004 5PPLEMENT
Fire Resistance Ratings - ANSI/UI_ 263
Design No. U432
September 26,2006
Bearing Wall Rating — 1 H r (See Item 2)
Nonbeari'ng Wall Rating — 1 HrtSee Itern 2)
Load Restricted for Canadian Applications — See Guide BXUV7
1. Floor and Ceiling Runners — (Not shown) — Channel shaped,
fabricated from min 0.0329 in. thick, bare metal thickness (No, 20
MSG) corrosion -protected steel, that provides a. soun0structural
connection between steel studs and adjacent. assemblies such as
floors, ceilings and/or other, walls. Attached to floor and ceiling
assemblies with steel fasteners spaced notgreater than 24 in. OC.
2. Steel -Studs — Min, 0.03-29 in. thick, bare metal thickness (No. 20
MSG) corrosion -protected steel studs, min 3-1/2 in. wide, cold
formed, designed in accordance with the� current edition of the
Specification for the Design of Colcl�Formed. Steel!,Structuml
Members by the Am6fican.-Iron and Steel Insti te (AISI). All design
details enhancingthe structural integrity of the wallassembly,
including the axial, design load of tbestuds,s -hall be -as specified �by
the steel stud designerandfor producer, and shall meet;th.e
requirements of all applicable local cod0agencies- The max stud
spacing shall not exceed 24 in. 00. Studs attac
c6i: ing
It I runners with 1/2 in. long Type S-1 2 steel screWsorn both
sides of the studs or by welded or bolted connections designed in
accordance with the AISI specifications (bearing walls)-StUds to be
cut 1/2 to 3/4 in. less -than assembly height and fridtion-fitted into
floor and ceiling runners (nonbearingwalls).
3. Lateral Support Members — (Not shown) — Where required for
lateral support of studs, support shall be provided by means of steel
straps, channels or other similar means as specified in the design
of a particular steel stud. wall system.
4. Gypsum Board* — Nom 518 in. thick, 24 to 54 in. Wide gypsum
panels, attached vertically or horizontally with 1-1/4 in. long Type S-
12 steel screws. When applied vertically tostuds, jo.ints centered
over studs and staggered one stud cavity on opposite sides of
studs and'aftached with screws spaced 8 in. OC along the edges
.and 12 in. OC in the field. When applied r horizontally tostuds, no
distance requirement on joints on opposite sides of studs and
attached with screws spaced 8 in. OCalong the edges,and in the
field. When used in Widths other than 48 in., gypsum panels to be
installed horizontally.
UNITED STATES GYPSUM �CO — Type FRX-G.
5. Batts and Blankets" — (Optional, not shown) —Placed in stud
cavities, any glass fiber or mineral wool insulation bearin ' g the UL
Classification Marking as to Surface Burning Gharacteristics and/or
Fire Resistance. See Batts and Blankets (BKNV or BZ, JZ)
Categories for narnes of Classified companies.
6. Joint Tape and Compound — Vinyl or casein, dry or prernixed
joint compound applied in two coats to joints,Iand screw, heads.
Paper tape, nom 2 in. wide, embedded in first layer of compound
over all joint. Paper tape and joint compound may be omitted when
gypsum boards are supplied wfth square edges.
7. Caulking and Sealants* — ( Optional, not shown) —A bead of
acoustical sealant applied around the partition perimeter for sound
control.
Reprinted from the Online Certifications Directory with permission from
Underwriters Laboratories Inc.
Copyright (P 2006 Underwriters Laboratories In.c.0
ALL WORK SHALL COMPLY WITH ALL
PREVAILING CODES, FLORIDA BUILDD�'G
CODE, NATIONAL ELECTRIC CODE AND
CITY OF ZEPHYRHILLS ORDINANCES
REV10AI DATE
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2- VERIFY MOUNTINC7 ffi644T5 OF FIXTURE5 BEFORE ROUC7H-
IN. COORPINATE KTH MILLHORK HHERE APPLIGABLE.
PROVIDE GHROIvE PLATE TRAP PRIMER5 (IF EXPOSED
P TRAP5 AN67LE 5LIPPLIE5 AND 5TOP5 FOR ALL FIXTURE5
A5 REQUIRED.
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OR APPROVED EQUAL AT ROOF DECK TYP.
ONE HOUR. RATED KALL FROM FIN15H FLOOR TO ROOF
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FIRE RE515TANT C7YB EA 51DE - 5EE UL VE516N.
IN5ULATE YqITH BATT IN5ULATION FULL THIGKNE55 OF INALL.
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DEGK 5TUD5 0 16" GG V41TH I LAYER 51b"
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GENERAL STRUCTURAL NOTES;
BUILDING CODES AND SPECIFICATIONS
1. Florida Building Code, 2007 Edition with 2009 Supplement
2. Building Code Requirements for Reinforced Concrete ACI 318-02
3. Building Code Requirements for Masonry Structures ACI 530-02/
ASCE 5-02/TMS 402-02
4. Specification for Structural Steel Buildings, AISC 9th Edition.
5. Structural Welding Code D1.1 (American Welding Society)
DESIGN LOADS
1, Live Loadsi
Roof ...... ............. 20 PSF
2. Wind Loadi
Design Wind Speed, 110 MPH
FBC 2007, SECTION 1609
3. Dead Loaclsl
Roof System
RoofIng ............................................................. �6 PSF
Deck............................................................... ...... 2
Structure.................... .................................. 5
Mecho.nico.[/Etectrico,[/Plumbing .... 9
Ceiling & Misc ................ ............................... 3
4. Other Loads:
Contractor shall submit cut sheets for all equipment including but not
limited to hvac package units, air handlers, generators and chillers.
Information shall include weight and any special support requirements.
See architectural and mechanical drawings for details relating to roof
mounted equipment curbs.
DRAWINGS AND SPECIFICATIONS
1, Do not scale these drawings for dimensions not given.
2. Advise Architect of dimensional discrepancies between architectural
and structural drawings prior to commencing construction of affected elements.
3. Verify all existing field conditions and dimensions prior to commencing
construction.
4. These drawings are intended to be used in conjunction with those of other
trades including but not limited to architectural, mechanical, civil, etc.
Refer to drawings of other tracles for details relating to the structural
components.
5. The Contractor shall carefully study and compare the Contract Doc'uments
and shatt at once report to the Architect any error, inconsistency or omission
he may discover. Bring any conflicts to the attention of the Architect for
resolution prior to commencing work on items affected,
6. The intent- of tfie Contract Documents is to include all items necessary
for the proper execution and completion of the work, The Contract Documents
are complementary, and what is required by any one shall be as binding as if
required unless it is consistent therewith and is reasonably inferable therefrom
as being necessary to produce the intended results.
7. In the case of conflicting information, the Contractor shalt assume the
more costly alternate, unless directed otherwise in writing,
8, 1 the case of ambiguous or missing information, the Contractor shatt
assume Q member size, quantity or quality consistent with similar areas in
the project, unless directed otherwise in writing.
9. The Contractor shalt not be compensated for the addition of structural
components when the omission, mIsLabeling or other deficiency should
have been noted during the Bidding phase, and brought to the Architects
attention.
10, The Contractor shall perform no portion of the work at any time
without Contract Documents or, where required, approved shop drawings,
product data or samples for such portion of the work,
SHOP DRAWINGS
1. No structural drawings shall be reproduced for use as shop drawings.
2. ALL dimensional coordination shatt be clone by the Contractor and/or his
cletaiter
3. Detailer shall check at( architectural and mechanical drawings for at(
attachments, ctips, openings, or cluct work affecting structural members,
All items shall be shown on shop drawings,
4, Shop drawings shall be submitted to allow sufficient time for processing,
Six (6) sets of shop drawings shall be submitted for review,
5. Provide sufficient space on shop drawings near title box for stamps and
comments.
6. The shop drawings shalt bear initials of cletailer's checker and contractor prior
to submission.
7. Completed erection plans shatt be submitted prior to or in conjunction with
cletall drawings, But in no case shall cletall drawings be submitted
prior to erection plans.
8, Contractor shall have shop drawings which have been satisfactorily reviewed
by the Architect and/or Engineer and confirmed b the Contractor
before proceeding with any work,
CONSTRUCTION SAFETY
1. These drawings do not include provisions to satisfy safety
requirements. Contractor is solely responsible for ensuring safety during
construction, and for conformance to all applicable OSHA Standards.
Job site visits by Engineer shall not constitute approval, awareness or
liability for any hazarclous conditions.
2. Do not overload one segment or span of a beam continuous over several
supports, Beams should be Loaded as gradually and evenly as possilote until
the f ull load is in place.
3. Erection sequence shall be determined by the Contractor, and shall not
cause over stress or excessive clef ormation of structural members,
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VALUE ENGINEERING
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1. Any changes to 11-he structure shalt have been reviewed and approved In
writing by the Ar�chltect prior to commencing work on items affected,
FIELD MODIFICATION'.^_3
the sl-ru.cture shall have been reviewed and approved in
I Any changes to i.
writing by the Architect prior to commencing work on items affected.
2- Any changes macle without prior approval are subject to review by the
Architect, Contractot, shall provide sketches, photographs and written
description of eiach clevic.tion from the plans for the Architect's review.
FOUNDATIONS
i
1, Maximum net soK bearing pressure used for design ........ 2000 PSF
2, Notify Architect if footing excavation reveals unsuitable or unstable
solts, or materials or conditions not previously anticipated.
3. Consider the possibl,e in.pact of groundwater on constr uc I. -Ion techniques,
I
using seasonal varlations, any other site indicators and your
own judgment.
PORTLAND CEMENT CONCRETE
1. Concrete Quality and Placementl
Foundations and watts, 3000 psi, 3' to 5' slump
Fitted cells in block, 2500 psi, 8' to 11' stump, 3/8' pea gravel
Beams, 3000 psi, 3' to 5" slump
Slabs on Grade, 3.000 psi, 3' to 5' slump
cL, Fly ash shal't not exceed 20 per cent by weight of total
cement content,'f used,
b. Slump limits shall be strictly adhered to. Use superptasticizer
to increase workability, at contractors option.
Maximum mix,no time "from batching to placement)
Air temp tesi� than 85*F, 90 minutes
Air temp 85'F to 19�0*F, 75 minutes
Air temp over 90'F, 60 minutes
d. Mix design sha(L be submitted for approval,
e. Concrete cyllincle- testing & reports are to be furnished by subcontractor,
2. Minimum Cover;
a. Footings, 3 in. to bottom and unformed sides, 2: in. to formed sides
b, Other, 2 in, to malr reinforcing, 1 112 in. to ties and stirrups
Coordinate drawl. _,s of ctl trades for required embeds, openings and
accessories not shown herein.
4. Alt reinforcement shati, b---? securely held in place by standard accessories
during concrete ptIA-cerent.
1� Bars shatl be groade 60 conforming to ASTM A615.
0i Welded Wire Fabric sha' conform to ASTM A185.
'Manuat of Standard
Detail and fabricate re'nforcement in accorclance with
Practice for Detaitinc Reinforced Concrete Structures", ACI 315,
8, Provide minimum Lap splice of 30 bar diameters, lout not less than 24
inches, for alt reinfo-ring bars, unless noted otherwise. Stagger spLIces in
adjacent bars at (east 24 inches, except in beams and col"umns.
9. In wall footings, gracle beams and bond beams, provide bent bars at,
corners and lntersect�'&is of the same number and size as the straight bars,
10� Exposed edges of beans and columns shall be chamfered 3/4 in, u.n.o,
11, See architectural drawings for Locations of anchor slots in columns,
beams and concrete stabs,
CONCRETE SLAB ON GRADE
1 Intended usage is For pedestrian traffic only,
2. Compressive Strength at 28 clays ..... 3000 psi
3, Minimum thickness_.-.4 in,
4. Maximum stump at point ot" delivery ... .,4 in,
5. Maximum aggregate size.....1 in,
6, Entrained air conten-il-,-.4.57.
Fill saw cuts with etastomeric sealant after cleaning with compressed air,
8, Welded Wire Fabric shaltt be WWF 6x6-W1.4xW1.4 in flat sheets, unless
otherwise noted, conforming to ASTM A185.
9, Place Welded Wire Fabr�3c centered in depth of sLab-on-gracle unless noted
otherwise. Lap aU mesh joints two full meshes,
10, Interrupt typica( stab re.nforcement at all construction and expansion
joints, See spedfi�- detaits for any dowels required for shear transfer.
1L Cut every other wire along the line of saw cut control joints prior to
placing concrete, Ma`-c- saw cuts within 12 hours of concrete placement, or
as soon as cuts can �-Je made without raveling.
12� Provide 1/2 In, prerorriEd expansion joint material where stab abuts
vetrtical surFaces suc-k. as watts and columns.
113, See architectura' ' drawif�,,..s for exact locations of depressed areas in
slabs which are not- 4�own or dimensioned on structural drawings.
4 � Provide 6 mit vapor bain-iZ?r under all stab-on-gracle in enclosed space.
E�, compound 4�-o stab within two hours of completion of finishing
5 Apply curing k-
operations, Use 111quid membrane forming compound complying with ASTM C309
Type 1 Class A., Follow manufacturers instructions.
t); Confirm that curing cor-pound wilt not interfere with bonding of any
applied fLoor surface, �f so, use wet burlap and trickle hoses.
17, Ilt is recommended that the stabs be cast in long strips., and saw cut
transverseLy, in order -co minimize shrinkage cracking.
CONCRETE MASONRY UNITS
1, Blocks shatt be hottow load bearing masonry units Grade N, Type II, conforming
to ASTM C90-96A. The minimum net area compressive strength of masonry
shall be f'm = 1500 psi,
2. Assembly above grade work mortar shall be: Type S (1800 PSI at 28 clays),
Below gracle work mortar shall be Type M (2500 PSI at 28 days).
3. Prefabricated horizontal joint reinforcement shall be truss type w/ 9 gage side
raits fabricated from high strength cold drawn wire conforming to ASTM A82
and shall be galvanized after fabrication. Place joint reinforcement in
alternate courses in all watts, Place three rows @ 8 inches o.c. immediately
above all wall openings, and at the top of at[ walls. Lap side rails at least
6 inches at splices.
4, Provide all special lintel, knock out, jamb block and other required to
complete the watts as shown, Use masonry saws to cut block as required.
5, Brace Foundation walls before back filling against them to prevent
over stressing, buckling or rotation of the watts, Brace all walls against
wind, construction toads or other temporary forces until such protection is
no longer required for the safe support of the wall, Brace design shall be
the responsibility of the General Contractor.
6. Provide 8 inches x 8 inches pre cast concrete (Intel rated for a uniform
toad of at Least 750 lb.. per foot over all openings 10'-0' or less in width,
where steel or other Lintels are not specified.
7. Provide clean outs/inspection ports for filling celts in grout pour height
exceeding 5 feet.
8. In addition to requirements elsewhere in the drawings for fitting cells,
Fill cetts with concrete and one #5 bar at a maximum spacing of 4'-0', u.n.o.
FILL first cell each side of any opening, and fill first cell at end of wall
& of all corners.
9. Extend and hook vertical bars into footing, and extend into and hook
bars into top of wall bond beam or tie beam,
10, All vertical bars shalt be securely tied to the lower bar at any splices,
especially (it the footing dowels. Bars shall be secured in their proper
positions within the cells by wire ties, rebar positioners or by other
approved methods,
11. Provide control joints in accordance with details on clwgs.
12. Control joint spacing along a straight wall shall not exceed 30 ft.
nor 3 times the wall height. See Control Joint Detall in these drawings,
COLD - FORMED METAL FRAMING
i. ALL work shall be in accordance with AISL Specification for
design of Cold Formed Steel Structural Members, 1986 Edition,
2. With each type of metal framing required, provide manu-
facturer's standard steel runners, bridging, lintels, ctip angles,
fasteners and accessories as needed to complete metal
f raming system,
3. Alt f raming components shatt be plumbed, aligned and leveled,
4� All structural members shall be ga[vanized meeting ASTM A525,
G60 requirements. ALL welds shall be touched up with a zinc
rich paint,
5. ALL structural members shall be formed from corrosion resistant
steel, corresponding to the requirements of ASTM A446, with a
minimum yield strength of 50,000 psi f or studs and Grade A,
33,000 psi f or runners,
6. ALL studs shaLt be 'C' shaped 16GA, with f tange return Lip,
7. ALI stud watts shalt be laterally braced with cold formed channels
spaced at 4'-0-' on center, maximum. Lateral bracing attach-
ments shalt be with self drilling screws or welding.
8. Temporary bracing, where required, shcAL be provided until erection
is complete.
9, Submit shop drawings & calculations signed & sealed by a
professional engineer registered in the State of Florida. Drawings
shatt identify & tocate at[ components & shalt specify member
sizes, bracing & all other necessary fabrication & erection
inf ormation,
PRE-ENGINEERED WOOD TRUSSES
1. Wood construction shall con -Form to the 'FLorlcla Building Code' (2004
Edition), 'NFPA National Design Specification f or Wood Construction'
(latest edition), and 'AITC Timber Construction Manua(' (Latest edition),
2, Pre-engineered wood trusses shall be designed in accorclance with the
Latest edition of the 'National Design Specif ication f or Wood Construction'
as published by the National Forest Products Association, and the Latest
edition of 'Design Specif ication f or Metal Plate Connected Wood Trusses,'
and the requirements of the 'Florida Building Code' (2004).
3. Contractor shall, submit engineered truss design shop drawings signed and
sealed by a. Florida registered engineer to the Architect prior to fabrication,
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EXPOSURE CATEGORY 5
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COMPO�NTS AND CLAMM PRESSURES:
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TERMITE PROTECTION NOTES:
A PERMANENT SIGN WHIGH IDENTIFIES THE TERMITE
TREATMENT PROVIDER AND NEED FOR RE -INSPECTION
AND TREATMENT GONTRAGT RENEWAL SHALL BE PROVIDED.
THE 516N SHALL BE POSTED NEAR THE WATER HEATER OR
ELECTRIC PANEL.
2. CONDENSATE AND ROOF DOWN5POUT5 SHALL DI5GHAR6E
AT LEAST 1'-0" AWAY FROM BUILDING 51DE WALLS.
3. IRRIGATION/5PRINKLER SYSTEMS INGLUDING ALL RISERS
AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN P-O"
OF THE BUILDING SIDE WALLS.
4. INITIAL TERMITE TREATMENT SHALL BE DONE AFTER ALL
EXCAVATION AND BAGKFILL IS COMPLETE. SOIL DISTURBED
AFTER THE INITIAL TREATMENT SHALL BE RETREATED,
INCLUDING 5PAGE5 BOXED OR FORMED.
5. BOXED AREAS IN CONCRETE FLOORS 'FOR SUBSEQUENT
INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH
PERMANENT METAL OR PLASTIC FORMS. PERMANENT
FORMS MUST BE OF A 51ZE AND DEPTH THAT WILL ELIMINATE
THE DISTURBANCE OF 501L AFTER THE INITIAL TREATMENT.
6. MIN. 6 MIL VAPOR RETARDER MUST BE INSTALLED TO
PROTECT AGAINST DILUTION. IF RAINFALL OCCURS BEFORE
VAPOR RETARDER PLAGEMENT, RETREATMENT 15 REQUIRED.
7. CONCRETE DVERPOUR AND MORTAR ALON6 THE FOUNDATION
PERIMETER MUST BE REMOVED BEFORE EXTERIOR 501L
TREATMENT 15 PLACED.
5. 501L TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR
CONCRETE OR GRADE WITHIN 1'-0" OF THE STRUCTURE
51DEWALLS.
9. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE
INSTALLED AFTER CONSTRUCTION 15 COMPLETE INGLUDIN6
LANDSGAPIN6 AND IRRIGATION. ANY SOIL DISTURBED AFTER
THE VERTICAL BARRIER IS APPLIED SHALL BE RETREATED.
10. ALL BUILDINGS ARE REQUIRED TO HAVE PRE-GON5TRUGTION
TREATMENT.
11. A GERTI F I GATE OF COMPLIANCE MUST BE 155UED TO THE
BUILDING DEPT. BY A LICENSED PEST CONTROL COMPANY
BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE
CERTIFICATE OF GOMPLIANGE SHALL STATE: THE BUILDING
HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION
OF SUBTERRANEAN TERMITES. THE TREATMENT 15 IN
ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA
DEPARTMENT OF AGRICULTURE AND CONSUMER 5ERVICE5.
12. AFTER ALL WORK 15 COMPLETED, L005E WOOD AND FILL
MUST BE REMOVED FROM BELOW AND WITHIN 1'-0" OF THE
BUILDIN6. THIS INCLUDES ALL GRADE STAKES, TUB TRAP BOXES,
FORMS, 5HORIN6 OR OTHER CELLULOSE GONTAINING MATERIAL.
13. NO WOOD, VEGETATION, 5TUMP5, CARDBOARD, TRASH, ETC., SHALL
BE BURIED WITHIN 15'-O" OF ANY BUILDIN6 OR PROPOSED BUILDING.
SGAa : 1/5" -- 1' -0"
A FOUNDATION SURVEY SHALL BE PERFORMED
AND A COPY OF THE SURVEY SHALL BE ON THE
51TE FOR THE BUILDING INSPECTION USE OR, ALL
PROPERTY MARKERS SHALL BE EXPOSED AND A
5TRIN6 5TRETGHED FROM MARKER TO MARKER
TO VERIFY REQUIRED SETBACKS.
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TrPIGAL TRU55 To GMU HALL - DOUBLE L)5P HTAI(b EAGH YqITH,11:-',) 10d x 1 1/2" q 6AU6E 0.145" DIA. KAILS
ALLONABLE UPLIFT OF GONNEGTOR 15- 3000 1-55.
TYPIGAL HIP JACK TRU55 To GMU PqALL - U5P HTA12 V41TH (5) 10d x 1 1/2" cl 6AU(5E 0.148" DIA. NAIL5
ALLOKABLE UPLIFT OF CONNECTOR 15 IIq0 LE35.
C71RpER TRU55 To GM HALL - U5P HUC7T2 NITH (2) 3/4" THREADED R005 INTO GMU TIE E3EAM
AND (5) lod x 1 1/2" q &AU6E 0.14.5" DIA. NAIL' :3
ALLoK6jBLE UPLIFT oF coNNEGTOR 15 q-icto LE35.
C71RDER TRU55 TO GMU AALL - U5P MC7TI5 NITH (1) 5/5" THREADED ROD5 INTO GMU TIE BEAM
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ALLoyqABLE UPLIFT oF GONNEGTOR 15 4165 L135.
TABLE No. 4
GRAVITY 4 UPLIFT
SAFE LOADS (PLF)
8'x Wo'COMPOSITE LINTELS
MAFK
NO.
LNTEL
LE14STI-1
CLEAR
SPAN
LINTEL
TYPE
LNTEL
TOP
SARS
LNTEL
50TTOM
IBARS
GiRAVITY SAFE LOAD
UPLIFT SAFE
LOAD
SOLID
SOAK"
SOLID
SOAKUL
SOLID
SOM&L
SOAKUL
SOLID
S(2AXI)L
A BAR
5 BAR
DETAIL W
DETAIL J
DETAIL 14 4 J
DETAIL K
M-1
21-101
11-rol
Precast
(2) #2
(2)*2
NONE
10000
10ow
loom
10ow
M-2
31-61
21-21
Precast
(2)*2
(2),02
NONE
51331
Woo
loom
10000
M-3
41-01
21-81
Precast
(2)02
(2) v2
NONE
426-1
10000
613S
10ow
M-4
4-(ol
.31-21
Precast
(2)02
(2)*2
NONE
3211
C31(01
(W32
10000
M-5
41-81
31-41
Precast
(2)*2
(2)*2
NONE
2c344
5414
(604S
10000
M-6
51-41
41-01
Precast
(2)#2
(2)43
NOW
4823
6431
4421
1041
M-1
51-10,
41-61
Precast
(2)42
(2)43
NOW
3S23
505
3600
5430
M-8
61-41
51-03
Precast
(2)*2
(2)*4
NOW
4115
4115
2W2
4411
m-,5
9,141
51-21
Precast
(2)*2
(2)*4
NOW
31334
3S34
2810
4151
M-10
(01-81
51-41
Precast
(2) #2
(2)*4
NONE
31IS
31IC3
2653
313ICJ
M-11
11-fol
61-21
Precast
(2)02
(2)#4
NONE
21311
21311
2030
3060
M-12
11-81
(ol-4#
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(2)*2
(2)*4
NONE
21%
21%
IS32
2931
M-13
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(2) #2
(2)*4
NONE
2581
2581
1154
2102
M-14
V-41
11,01
Precast
(2)02
(2)04
NONE
23%
23%
1600
25M
11-15
V-4'
V-01
Precast
(2)42
(2)#4
NONE
lebs
IW3
1238
2055
11-16
lot-W
V-25
Precast
(2)#2
(2)#4
NONE
1621
1621
S41
lbs
M-11
ll'-4'
101-01
Precast
(2)03
(2)45
N04E
1466
1465
196
504
M-18
121-01
101-8*
Precast
(2)03
(2)45
NONE
1335
1335
(0131
1311a
M-15
12'-(o'
ll'-2'
Precast
(2)413
(2)45
NONE
1251
1251
634
IM
M-20
131-4'
12'-0'
Precast
(2)*3
(2)05
NONE
1144
1144
545
112S
M-21
141-01
IT-O'
Precast
(2)#3
(2)45
NONE
1101
lobro
4e*
1012
M-22
14'-&'
W-41
Prestressed
(2)03
(2) #3
NONE
NR
1234
511
112(p
M-23
151-4'
14'-0'
Prestressed
(2)03
(2)*3
NONE
NR
1*0
520
1026
M-24
ll-4'
161-0'
Prestressed
(2)*3
(2)04
NONE
NR
W2
403
154
M-25
113'-4'
19'-0'
Prestressed
(2)03
W05
NONE
NR
841B
321
(033
M-26
20'-0'
181-8,
Prestressed
(2)*3
(2)45
NONE
NR
V2
29e
5w
M-21
21'-4'
20'-0'
Prestressed
(2)#3
(2)05
NONE
NR
14(o
262
51(0
M-28
22'-0'
20'-5'
Prestressed
(2)03
(2) 45
NONE
NR
111
246
484
M-213
24'-0'
221-81
Prestressed
(2)*3
(2) S
NONE
N.R.
(640
205
49*
NR- NOT RECOMMENDED
IDETAIL IIHII-
IDETAIL Ili 11.
I lon 7 ��� N
GRAVITY 4 UPLIFT
SAFE LOAD& (PLF)
W x 1W COMPOSITE LINTELS
MARK
LNTEL
CLEAR
LWTEL
LINTEL
LNTEL
CARAWY SAFE LOAD
UPLIFT SAFE LOAD
SOLID
SOLID
NO.
LEWZTW
SPAN
TYFE
TOP
50TTOM
5ARS
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is (W (11
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226-5
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W�W.F. FILL WITH SEALANT
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SEE GENERAL NOTES
1-#5 DOP'NEL FROM FT6.
D_ TO TIE 15M.
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MIN. EA. 51DE (I PER COURSE)
@ 2'-0' O.C.
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44
LJ
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f3OND BEAM
ME 36 ?F W lE
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COMPACTED r' IT ALTERNATE WTRES
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COMPACTED
PROVIDE A KEYED JOINT WHERE A CONTINUOLIS �'.[NCRETE
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REINF. - SEE FDN.
EARTH
ELEMENT IS CONSTRUCTED IN PARTS, USE TV',IS TAIL FOR
ST
A CON i RUCTION 1INT WHERE REQD. UNLES3 NJI ED
SAWED JOINT SHALL BE SAWCUT WITHIN 12 HOURS OF
DETAILS
11-oll 11-011 It -oil -oil
WT
OTHER ISE EXTEND REINFORCEMENT THE MINIM,"UN LAP
CONCRETE PLACEMENT OR AS SOON AS CUTTING CAN
f
DIMENSION IINTO THE NEW CONCRETE POUR.
BE DONE SUCH THAT THE BLADE DOES NOT DISLODGE
1-#5 VERT. IN
AGGREGATE AND THE EDGES OF THE CUT DO NOTRAVEL.
6ROUT-FILLED CELL
T%rPICAL SLAB CONSTRUCTION JOINT
2
T*rf=ICAL SLAB <E*rED JOINT
3
IT; [CAL SLAB CONTROL JOINT
4
CONTINUITY OF RSINF.
5
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S 4
mm
8-4
MT.&
8-4
OTING N.T.S.
S-4
FOOT I NCZ
CMU WALL-N
COMPOSITE
E30ND BEAM V41TH 2 - #5 E?NL. kNIITH 25" LAP MIN.
I - #5 CONT. 1 1/2" MIN. COVER
EA. GOURSE��,
— — — — — — — — — — — — — — — —
1/2" JON5 ON FR DR,-4-50-50 2-PG
P.T. FURRIN6 P;i�ZL REVEAL MOLDINC7
5
(2) U5P HG520
MOD INSULATION
@ EACH TRUSS
I tw� IN 6ROUT FILLED
tl VERT. REINF. IN
1 5 T 5_2 FOR 5PAGIN6)
EH
5000# PSI 6ROUT
- mil m7d
FILL-ED GELL
POLYBUTrL RLOBER
Z JT REINF. a
16 G. VERT.
GO T.
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5-AGKER ROD
%
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Jill
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-.4
RT15T a 2411 O.C.
WALL FOOTIN G—/
5/all 5TUG CIO
in
PIPE OR CONDUIT, SEE CI CAST IRON PIPE SLEEVE
EXTENDED 1'-0' BEYOND
44ORIZ. REINF. NOT GOKTINUOU5 FG-3-715-50 2-PG
/I-+ ook-\E OF 5LAE3
MECHANICAL, ELECTRICAL, EDGE OF FOOTING EACH SIDE
AT JOINT F;Lckc5_1
I E1� �
�Z i.,ONTROL 5GREED
r
I I
PLUMBING OR ARCH. DWG.
IGONTROL JOINT5 TO 9EE
i _L_
Y4HERE SHOYqN, AND SPACE!?
5" MIN. COVER -- PR0\/I V4HEN FIH
1�
CONTRACTOR SHALL USE DETAIL
?Xjg&'Ak
— — — _���OUT
— — — — — — — —
WHERE PIPE
-
'��5TANDARD
OR CONDUIT MUST PASS BELOW A WALL FOOTING
LOCATE JOINIT5 A!?JAGE14'T TO
/
OPENIN655, AT INTERSEL��TINC- NALLS
FOOTIN6 RE NF� HOOK
OR CHAN&E5 IN ELEVATION. NHERE
POSSIBLE
6
YPICAL PIPE SL.95YE UNDER
FOOT INS mor S'
7
1 �ROL- jol��T
CMU i
W-ALI.. FILLED CELL DETAIL
N. TZ
VALLEY JAC< TRUSS CONNECTION
8-4
—WALL
"
—4
S-4
S-4
VERIFY ALL DIMENSIONS
-WITH ARCHITECTURAL DRAWINGS
I
(d
0
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CL
4)
(i
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L:
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bo
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u
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0
0
4,1
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ua,)
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(D iii:
aj
REGE-55ED -7/16'
HEX HE? LATCH
4-#4 &ROUND f3AR
MIDE PROVIDE 15'
LOOP OF #4 &ROUND
PADLOCK PRO\ASION
),Atr-(v
NOTE: TELEPHONE CABINET TO
E3E 5UN HEST ENCANEERIN6 MODEL
SE3-0360360b (TEL. # 602-2-15-0662)
OR APPROVED EGJAL E3Y ENC51NEER
AND UTILIT'r COMPANY. PROVIDED f3Y
ELECTRICAL CONTRACTOR.
TELEPHONE CABINET
� �E-i SCALE : NoNs
— 3/4" THICK
PLypqoop
f3AGKI30ARD
all
GAE31NET E3UILT OF ZING COATED
5TEEL TO NEMA 5R 5FE05 AND
PRIME PAINTED.
(THE-51H GAE31NET5 ARE 5IN&LE DOOR,
GON5TRUGTION)
LOCATE TELEPHONE GAf3INET ON THE
EXTERIOR kqALL K4ERE DIRECTED f3Y THE
TELEPHONE COMPANY
ELEGTRIGAL LE67END
iYMBOL
DE5GRIPTION
o
REGE55ED LIC7HT FIXTURE ( U5E HATERPROOF FIXTURE
IN ALL DAMP LOGATION5)
T066LE 5NITGH - 5IN67LE POLE -- 48" AFF U.N.O.
REGE55ED METAL HALIDE H/ GLEAR ALZAK GONE
100 H. MAXII)MUM
5-HAY 5HITGH
2x4 4-LAMP FLUORE5GENT FIXTURE - GEILIN67 C7RID MOUNT
DIMMER 5HITGH
2x4 4-LAMP FLUORE5GENT FIXTURE WBATTERY f3AGKUP
OWLEX REGEPTAGLE
2x2 2-LAMP FLUORE5GENT FIXTURE - GEILIN67 6RID MOUNT
F&I
FLOOR MOUNTED REGEPTAGI F
EMER6,ENGY HALL -MOUNTED FIXTURE W 5ATTERY BAGKUP
DUPLEX REGEPTAGLE, A5 ABOVE, MOUNT 6" Af3oVE GOUNTER
BAGK5PLA5H TO GENTER
EXIT L16HTIN6 -- GEILINC7 MOUNTED H/ 5ATTERY BAGKUP
DUPLEX REGEPTAGI F H/ONE HALF 5NITGHED FROM HALL
HALL MNTD. DATA PORT FOR GPU HIRIN67 (3/4" GONDUIT
TO RUN FROM B 4 TERMINATE 2" AE30VE GEILIN6. HIRIN67 BY OHNER
220VREGEPTACLE
GEILIN6 FAN V41TH L16HT
Hp
HEATHER PROOF DUPLEX REGEPTAGLE
5PEGIAL REGEPTAGLE OR EQUIPMENT CONNEGTION
TV JAGK
GEILIN6 FAN
TELEPHONE OUTLET AND PLATE -- 12" AFF U.N.O.
HOMERVN
4c�
5ECURITY FLOOD LIC7HT
EQUIPMENT 015GONNEGT
D-d
HALL PAGK 5EGURITY, 100 H. METAL HALIDE
JUNGTION BOX
4�
DEGORATIVE 5URFAGE MOUNTED FIXTURE 100 H. MAX
F EF]
EXHAU5T FAN
g
HARD HIRE 5MOKE VETEGTOR
THERM05TAT
5ORFAGE MOUNTED INGANDE5GENT LIC7HT -- 100 H. MAX.
WHITE TELEPHONE
PORT
BLACK TELEPHONE
46 PORT
OUTLET AS MFG--". --WHITE COVER PLATE
BY AMPS OR
LEVITON SINGLE GANG METAL
Fml ns V_BOX WITH MUD RING
BLUE DATA
PORT
RED DATA
PORT
.TELEPHONEZDATA
OUTLET DETAIL
NTS
I _77�
SCALE; 1/411 2 11-011
am
io
MET
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a
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1 12
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I
II'
II�
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MWIAW
VZOON I
=10210
/01/00 1
a
0
9 3
0
a
WWO
VW11010
VZZZIJ
VAM04
W
N
E
13
GOND. UNIT
Wlffild
W
13
0
0
0
NO I
M
0- m ME 07-Me I-
Plr4ZZZJJ
VZZIZ14
EM
WMA
W01,1100A
093NO'
0 0=12
WMA
% NZ140010
r
WMIld
r
M3�5 �_-Il
=ZZA1121
3 74 M27.1 9
VIZIZZA410
W N1111A
WM9 40
=ZZ141
MEMEMMIM00I
V1 1=14 I
MWO
W11041
0 MAMA
m
W MINOR
W01101 01
0 WAMA0. OA
WA IAIA A 114 s
........................
VINIZI 14,
WZZZI 0 10
0 ZMAIIIJA
VNIZIld.
0
0
E R
MIN®R.
go's
FUNCTION
ACTUAL LOAD
DEMAND
DE-516N LOAD
TOTAL L16HTINr-v
3120
125%
3cloo
TOTAL RECEPTACLE
c1400
cl4OO
TOTAL A/6
5040
5040
TOTAL MISCELLANEOUS
4500
4500
CONNECTED LOAD
22 0
e7,�O�/
TOTAL DE516N LOAD
22840
CALCULATIONS 22840 -.1 205 = 10cl.5 if- 1.1�32 = 63.4A 3pH
-7clO 12 0 1 25OOD2-1 (:1) VIA TIME CLOCK
DE51644ATION5:
PANEL A
LOCATION-
HALL 105
MOUNTINC7:
REGE55ED i
VOLTS, AMPS, PHASE:
I2O/2Oi5V, 5PI
MAINS, SIZE 4 TYPE:
200A MILO
PANEL TYPE:
SQUARE P OR EGUAL�l
PANEL 'f3' 5GHEDULE
GOND. UNIT
NO. 2
% 01/000 -04
v OWN.
MWO
0 zrzzzj,04
a
N
0 0 1 Al
WWWA
WIMIA0 10
Wl OWN
=111A
W ZWO R
ZrZZZIA
VZIZ1114
01
V1111W
% MAIZZ01
NZWO
MWIld 01
M;
WMA
v WWI
VZZIZ14
MW 0
�
% OZZ0010
"_ *7*M
v OWN
=1111114
WAIMAIA010
MWO
% WMA
WOZZ114
NIZZAM
V111MAZINIZZINOW011040
VZZWORM
VZZMAJ 01
*1 INZAA
W OWN
m
RIZZO,
v 0011/040
9 NZWO
=11114
VNIZ1121
W MWIld
vzzzl K
0 011MA
MWO,
WMA,
OEM
FUNCTION
ACTUAL LOAD
DEMAND
DE516,N LOAD
TOTAL LIOHTIN6
2040
125%
2550
TOTAL RECEPTACLE
5400
5400
TOTAL AIG
5000
5000
TOTAL MISCELLANEOUS
CONNECTED LOAD
12440
TOTAL DE51ON LOAD
12c[50
CALCULATIONS 12c'150 1 205 1 (52.5 1 1.-02 = 36A 3pH
i � � ft m- :10m k_ a lom pz__ "002 1 �r*
DESIONATION5:
PANEL 6
LOCATION.-
HALL 114
MOUNTIN(5:
RECESSED
VOLTS, AMFS, PHASE-
120120bV, 3 PHASE
MIAIN5,51ZE $ TYPE:
200A MLO
PANEL TYPE:
SQUARE D OR EQ UAL
GOND. UNIT
NO.5
vZZWO I
w zrM.544
a
=WWWWWWARA�
WMA1101
IMMI R
r
00100 1�d
M
WIN 4
VINZIN
0 OZZ1110 04
W MINOR
=0114
WMAIS
1 11104
FZZ
w OWN
MM/1.0 10
0 v0=104.
VZIZ114
0 0111111A.001
WMA
WIMIJA
MONA,
W11110A
0 MAIZA00 1
0, 1
0 MWO R
WMIld
VIN AZ41
WMA
V111100 R
V Z11111A
V110104,
011011040
MIMI
NIZZIN 10
WIZZOMMA
W1111AM
WZZAA
0
0
0 t 3
9 3
MW
�M"lv �M= �M"* �
FUNCTION
ACTUAL LOAD
DEMAND
DESIGN LOAD
TOTAL L16HTINC7
5030
125%
5155
TOTAL REGEPTAGLE
II
III
TOTAL A/C
5000
5000
TOTAL MISCELLANEOUS
4500
4500
CONNECTED LOAD
lab3o
M��
TOTAL DE516N LOAD
IL15ba
CALCULATIONS 1(45&8 f 20b = c`14.2 fI.-732 = 55A 3pH
WWAIVIA 0 ILI r�
DE516NATION5:
PANEL C
LOGATION-,
BREAK ROOM 121
MOUNTIN6.
REOE-55ED
VOLTS, AMPS, PHASE:
120/20&V, 5 PHA5E
MAINS, SIZE t TYPE:
200A MLO
PANEL TYPE:
SQUARE D OR EQUAL!
ELEIGTRIGAL 6ENERAL SPEGIFIGATION5
1. ALL MATERIAL55HALL BE NEH, AND OF THE BEST 6RADE AND
BEAR A U.L. LABEL. ALL V4ORKMAN5HIP5HALL BE OF THE HI6HE5T
STANDARDS.
2. ALL HORK TO BE PERFORMED IN ACCORDANCE V41TH THE FLORIDA
EWILDIN6 CODE, PREVAILIN6 LOCAL CODES, AND THE NATIONAL
ELECTRICAL CODE. CONTRACTOR SHALL SECURE AND PAY FOR
ALL PERMITS.
5. SHOP DRANIN65 SHALL BE SUBMITTED FOR APPROVAL TO THE
OHNER FOR THE FOLLOHIN6 ITEMS:
A. L16HTINC7 FIXTURE5.
B. APPARATUS INGLUDINO PANELE30AF;ZD5,5AFETY!5YqITGHE5,
AND FUSES.
G. HIRIN6 DEVICES.
D. OTHER ITEMS REQUESTED BY THE OHNER.
4. AUTOMATIG CONTROL HIRINC7 15 NOT INCLUDED EXCEPT AS 5HOHN
ON THE DRAAINC75.
5. ALL MATERIALS AND INSTALLATION TO BE OUARANTEED A6AIN5T
DEFECTS FOP, A PERIOD OF ONE YEAR FROM DATE OF
COMPLETION AND FINAL ACCEPTANCE.
(b. CONTRACTOR SHALL REPAIR ALL REMODEL PENETRATIONS
MADE BY HIS FORCES TO ORIC71NAL CONDITION, PAYIN6
PARTICULAR ATTENTION TO UL FIRE RESISTANCE DIRECTORY
DETAILS FOP, ALL PENETRATIONS THROUI FIRE RATED ASSEMBLIES
(H-L-1001 FOR HALLS AND G-AJ-1045 FOR FLOORS OR
EQUIVALENT FOR NEkq CONSTRUCTION).
-7. CONTRACTOR SHALL MAINTAIN AN UP -TO -PATE SET OF PRAAING5
ON 51TE AT ALL TIMES REFLEGTIN6 AS CONSTRUCTED GHAN67E5.
DRAHINC755HALL BE TURNED OVER TO THE ARCHITECT AT THE
TIME OF FINAL ACCEPTANCE.
b. CONTRACTOR SHALL PREPARE 5 BOUND COPIES OF ALL APPROVED
SUBMITTALS, MAINTENANCE INSTRUCTIONS, AND OTHER DATA THE
ARCHITECT MAY REQUEST AND SUBMIT TO THE OHNER AT THE
TIME OF FINAL ACCEPTANCE.
61. CONTRACTOR SHALL PROVIDE ENC-RAVED PHENOLIC LABELS FOR
ALL MAJOR PIECES OF ELECTRICAL EQUIPMENT INGLUDIN6, BUT NOT
LIMITED TO PANELBOARD5, DISCONNECT 5NITGHE5, ETC.
10. IN ALL CASES THE HOFRD "PROVIDE" SHALL BE TO BOTH FURNISH
AND INSTALL.
11. RAGEHAY5
1. IN OF, UNDER CONCRETE SLABS - SCHEDULE 40 PVC, (5/4" MIN)
2. DIRECT BURIAL IN EARTH - 5GHEDULE 40 PVC, (5/4" MIN). PROVIDE
24" MINIMUM COVER FOR RUNS BELOH, FIN15HED 6RADE OUTSIDE
OF BUILDINC75 UNLESS OTHE"5E NOTED.
3. CONGEALED IN HALLS OR AE30VE GEILINC75 - E.M.T.
4. EXPO D:
A. PORTIONS OF5ERVIGE ENTRANCE - RIC71D STEEL.
B� OTHER AREAS - EM.MT.
5. FOR INTERIOR CONNECTIONS TO MOTORS AND VIBRATING
E
EQUIPMENT - FLEXIBLE METAL CONDUIT.
6. FOR CONNECTIONS TO MOTORS, ETC., EXPOSED TO HEATHER
5EALTIc7HT.
'7. FITTIN65;
EXPOSED TO HEATHER.
51. FOR 5EALTIC7HT - STEEL INSULATED THROAT TYPE.
8. IGONDUITSHALL BE RUN CONGEALED HHEREVER POSSIBLE. ALL
CONDUIT (EXPOSED AND GONOEALED)SHALL BE RUN PARALLEL OR
PERPENDICULAR TO MAJOR BUILDIN6 ELEMENTS.
cf. ALL CONDUITS ARE To BE GLEANFJ�) AND HAVE PULL5TRINC7
INSTALLED.
10. PROVIDE PULL AND JUNCTION BOXES NHERE REQUIRED BY GODE
OR NOT THEY ARE 5HOV4N ON THE DRAININ65. ALL BOXES SHALL
BE LEC-7113LY MARKED TO INDICATE THE CIRCUITS CONTAINED
THEREIN.
II. TYPE MC, CABLE HITH FULL51ZE &ROUND HIRE MAY BE EMPLOYED
HHETZE CONCEALED AND ALLOII BY NEC. IN NO CASE SHALL
TYPE MG CABLE BE EMPLOYED IN EXPOSED APPLIGATION5.
III. HIRE AND CABLE
1. ALL HIRE TO BE COPPER UNLE555PEGIFIGALLY NOTED OTHERN15E
ON THE DRAHIN65. MINIMUM SIZE TO BE #12 A.K(5.
2. INSULATION:
A. #12 AND LAROER (FOHER); #14 (CONTROL) - TYPE THHNII.
B. 51TE LIGHTIN& CONDUCTORS - TYPE USE.
3. SPLICES IN FEEDERS HILL NOT BE PERMITTED.
4. COLOR CODIN6 AS FOLLON5 SHALL BE EMPLOYED.
VOLTA6E PHASE A PHASE 6 PHASE G NEUTRAL
120/205 BLACK RED BLUE NHITE
5. CONTRACTOR SHALL PROVIDE A 6REEN 6ROUNDIN6 CONDUCTOR
IN ALL RAGEHAY5 (EXCEPT SERVICE LATERAL) HHETHER INDICATED
ON THE DRAHIN65 OR NOT. IN 6ENERAL THESE CONDUCTORS HAVE
BEEN 5HONN IN FEEDERS AND UNDERC7ROUND CONDUITS ON THE
PRAHIN65.
IV. HlRiN65 DEVICES
1. RECEPTACLES (NITH MULTIPLE RECEPTACLES ON A CIRCUIT) - 15 AMP,
2. '_--IN6LE RECEPTACLE ON 20 AMP CIRCUIT - 20 AMP, 120 VOLT,
HUBBELL
3.5HITC-HE5,51NOLE Pol E - 20 AMP, 120/27-7 VOLT, HUBBELL G5120.
4. 5NITGHE5, 3-HAY - 20 AMP, 120/2-7-7 VOLT, HUBBELL G5520.
5.5HITGHE5,4-HAY - 20 AMP, 120/2-M VOLT, HUBBELL G513420.
6. 5N]TGHE5,2 POI F - 20 AMP, 2-71 VOLT, HUBBELL G513220.
5NITCHES, MOMENTAR'(, CENTER OFF - 20 AMP, 2-7-1 VOLT,
HUBBELL 155-1.
b. OCCUPANCY 5EN50R 5HITGHES -SINOLE POLE ANT? 3-HAY,
1201271 VOLT, HATT STOPPER HA-200.
cf. ALL DEVICE-55HALL BE IVORY. PLATES SHALL BE SMOOTH, OPAQUE
IVORY NYLON. EXPOSED RECEPTACLES SHALL BE IN 4" SQUARE
BOXES P41TH INDUSTRIAL COVERS.
10. ALL OUTLET BOXE-55HALL BE MINIMUM 4" SQUARE P41TH DEVICE
RIN&5 APPROPRIATE FOR THE HALL CONSTRUCTION AND OPENIN65
AS REQUIRED TO AGGOMMODATE THE INDICATED DEVICE.
V. EQUIPMENT V41RINC7
1. PROVIDE FINAL CONNECTION TO ALL EQUIPMENT SHOHN ON THE
DfRA"IN65.
2. PROVIDE LOCAL D15GONNEGTIN& MEANS FOR ALL EQUIPMENT
EXCEPT HHERE5PEGIFIGALLY NOTED ON THE DRAHIN65 TO BE
BY OTHERS.
5. VERIFY ALL EQUIPMENT P-ATIW-75 MOP, TO CONNECTION AND
N,0TIFY THE ARGHITEGT OF ANY DISCREPANCY PRIOR TO
PROGEEDIW_7 P41TH CONNECTION OF SAME.
A. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL
MATERIALS INTERFACED, I.E. LU6SIZE VEP,5US CONDUCTORS OR
OTHER 51MILAR ITEMS.
VI. DISTRIBUTION EQUIPMENT
1. PANELBOARD5:
A. 120/205 VOLT CIRCUIT BREAKER PANELBOARD5 - SQUARE D
NOOD OR EQUIVALENT.
B. PROVIDE EACH PANELBOARD INITH AN EN&RAVED PHENOLIC
NAMEPLATE AND TYPENRITTEN DIRECTORY CARD IN PLASTIC,
POCKET. DIRECTORY GARD55HALL BE HORDED TO INDICATE
THE ROOMS BEIN65ERVED.
G. PROVIDE A 6ROUND BUS IN ALL PANELBOARD5.
D. HHERE BREAKERS ARE 5ERVINC7 WAG EQUIPMENT HITH A
REQUIREMENT FOR HAGR BREAKERS, IN THE RAN&E OF 15-60
AMPS, UL APPROVED HAGR BREAKERS SHALL BE USED.
2. DI560NNEGT AND 5AFETY5HITGHE5.-
A. ALL5HITGHES 5ERVIN& EGUIPMENT5HALL BE &ENERAL DUTY.
ALL5HITGHE5 FOR!5Ef;Z\/ICE OR FEEI?Ef;P,5!5HAH BE HEAVY
DUTY. SNITGHE5 OVER 1200 AMPS SHALL BE FUSIBLE E30LTED
PRESSURE SNITCH TYPE.
5. 5HITGHE5 EXPOSED TO HEATHER SHALL BE NEMA 3R.
G. PROVIDE REJECTION CLIPS FOR ALL FUSIBLE UNITS. FUSES TO
BE BU55MAN FR5 OR FRN DEPENDING7 ON VOLTAC7E.
D. AC DISCONNECTS MAY BE PULL-OUT TYPE FOR UNITS RATED
UP TO III AMPS.
VII. LIC7HTIN6 FIXTURES
1. PROVIDE LAMPS AS INDICATE ON THE SCHEDULE AND
MANUFACTURED BY5YLVANIA, PHILIPS OR VENTURE.
2. BALLASTS FOR FLUORESCENT FIXTURE55HALL BEE ELECTRONIC
TYPE, AND FUSED NHERE REQUIRED BY LOCAL GODE.
3. ALL FIXTURES SHALL BE 5EGURELY FASTENED TO STRUCTURAL
El EMENT5. NO FIXTURES SHALL BE SUPPORTED BY THE
GEILIN6 67RI05YSTEM.
VIII. L16HTIN6 GONTAGTOR5 (IF REQUIRED)
1. ALL GONTAGTOR5 TO BE ELECTRICALLY OR MECHANICALLY HELD
AS INDICATED ON THE DRANIN65 - SQUARE D CLA55 8qO3,
30 AMP CONTACTS MINIMUM.
2. PROVIDE LOCKABLE, HINC7ED NEMA 3R ENCLOSURE 51ZED TO
HOUSE ALL CONTROL DEVIGE55HOHN ON DRANINC75.
IX. TELEPHONE AND DATA SYSTEMS
1. IN INSULATED HALLS, OUTLETS SHALL CONSIST OF. A 4" SQUARE
BOX HITH5INC7LE 6AN6 TILE RINC7 HITH 3/4" CONDUIT EXTENDED
TO THE GEILINC5 SPACE AND TERMINATED IN A BU5HIN&.
2. IN NON-IN5ULATED HALLS AND NON-FIREHALL5 THE USE OF A
51NOLE &AN6 DEVICE RIN& HITH PULL5TRIN6 EXTENDED THROUc7H
THE TOP PLATE OF THE PARTITION SHALL BE ACCEPTABLE.
5. ROUTE GONDUIT5 TO MINIMIZE NUMBER OF ELL5.
4. INSTALL LONC75HEEP, cIO-DE6REE RI&ID &ALVANIZED5TEEL R L5
ON ALL PVG TELEPHONE 5ER\AGE CONDUITS.
5. PROVIDE A TELEPHONE JUNCTION BOX AT EACH INGOMIN(5 INTERIOR
TELEPHONE LOCATION. EXTEND A #4 COPPER 6ROUND FROM THE
JUNCTION E30X AND CONNECT TO BUILDIN6 6ROUNPIN6 El ECTRODE
SYSTEM.
(b. PLYHOOD BAGKBOARD IN 36"x3b"xb" NEMA 3R TELEPHONE
CABINET SHALL BE PAINTED Y41TH (2) COATS OF FIRE -RETARDANT
-7. PROVIDE A I" MINIMUM CONDUIT FROM THE MAIN TELEPHONE
CABINET LOCATION TO THE TENANT TELE NE JUNGTIO BOX N
EACH SPACE.
0
TRANSFORMER BY PONER COMPANY
THO RUNS OF (4) 350 MGM IN (2) 5" RI&ID
CONDUITS
LICHTNINC, ARRESTOR
(4) 3/0 4 W#& IN 2" PVC, CONDUIT
200A 120/208V 3PH FUSED DISCONNECT
IN NEMA 3R ENCLOSURE
METER CAN - METER BY POHER CO.
NEMA 5R HIRENAY
200A 42 CIRCUIT 120120b\l 3PH PANELBOAfRD
cl UFER CROUND- (2) COPPER 6ROUNP RODS -t'-O"
APART W#2GU TO RODS AND FOUNDATION STEEL.
120/2ObV, 3 PHASE &OOAMP ELECTRICAL SERVICE
SCALE : NONE
0
0
cd
0
CL
w
N
z
Lu
Lu
u
L: LLJ
0
%I.-
tio
0
co u
4)
z
4a
0
0
u
S2
40
Jmc
16m
id
0
1
Cos
(D �I:
-5�8
04
SHEET
oF 3
to
7�
(0
001
�?
C)
C\I
C)
C14
ce)
C3
<
0
z
C14
OD
C)
9
00
CD
(0
PRODUCT APPROVAL LISTINC-7
PRODUGT GATEC-70RY
5UB-GATE,67ORY
MANUFAG-WRER
5TR.UCTURAL COMPONENT5
HTA-12
V400D GONNEGTOR5
U5P GONNEGTOR5
HTA-16
HOOP GONNEGTOR5
U5P GONNEGTOR!5
HU67T-2
HOOD GONNEGTOR5
U5P CONNECTORS
MU15T_15
NOOP GONNEGTOR5
U5P GONNEGTOR5
PANEL NALL5
F6-2000
5TOREFRONT
V15TAlNAH
EXTERIOR DOOR,5
M5-3-75
5N1N6IN6
V15TAHALL
14-16
5HINC71NO
IN6ER50LL-RAND
514-600 5ERIE5
5IN6LE HUNC7
PCvT INDU5TRIE5
5KYLIC7HT5
NONE
5MTTER5
NONE
ROOFIN6
V-6ROOVE 5OFFIT ALGOA ALUMINUM
TIMBERLINE HP 50 5111NOLES C?AF INDU5TRIE5
NEP4 MODUGT5
NONE
—K14DA1)E: C01 JAr1Y, F1 DRIVA
NUA
MT'7RL'1-D_4X f-AULFR RUJF D%6
DMIMaCODF kx"M-1A'W(:E
PKfwfifi-r 103
QFAWCEM
I�CE -NOM
Vkf2wall ArdtfteenTmi prodta,,ts
903 Airport 14mid
TC4 TX 751AR
scom
INs NOA i5 beiAgj.-q.jjwA -lack,
90"entia9ft use Of Lwstruction matiniL,
101�
Th!- encumcatfi,,n
M
M'ami-L)ade County Prod.,GiConjroj Nyi a� TWLV
Igien dL
iLt: Aurhoilty liwir_. 111d5jiClien (,�jjj).
6V the Ro-e of -Rut;& a4d APP"h' iBURA) ti be used in Mairi Da& (-,,a,n1y,,dather a-mas whu_.; rHo%Vd jj�,
7- NO-4 SbAl not be wrid ahn tij-
, -,,pinition 4JUtO 84AILd baYW, Tic MMi_Mtje Cojnly ftodtiej C. I
Miami Dade Ccuilty) mwor ilm Ajjj nto
qjunaicc.parpwe,�, if his rMduct OT mia
11is pri-Aact or meticrial hablinil fur quElity i Oftrilh- Mi=1 Vade County) -:esm" tte riElitta
ha-
f"c accOP10d JIN111ner, 0-;e atanafhoarer wilt ijk�hr gle. L%M,;e or klich t. IW writ, f". to p"form ir
0v0144 m011ifY, Or -qp-d the - of. -ch p.A,,.t r mate,id if-,j, 'i ad the A-11r rnwf jn3omjitjy
10--ke thii;wc*alim,� ifit isdaW=iedby.Wierai-W,,(�uu0W their jurisciclikaa- BOR,% ne�mm the light
�"W f1d's to =eet i"', rc,1tirCJ'xW-% kif the Vpficable bui Idinge cotle. Prodict Qwmj 1)j�rjgunjia thii; P"Irl
TNIP"J"t6 app-vtdwidrsalkdherejt� and bit-, tx�ch toeoiMply
i "ClAtfillf Ihe,ff4;h VelUaty jjanj,.jgM 7
widw (he Ficdd. uiddi.�
DMCRl7n0N! Sari- pr_2WAhNWna. WjadowW'tdIS
APrROV,VL 1K)ULIMENT: DrW14, No
tided"geFlea ';FG-2(,UW'Fwvicg Syj
am-,
&ML _
th"o,101 7 Of PAI-Wl hY --:afaat--� dated Aft scia" by WjAuaitll, Cbqk� py_ bemV th,
Min nillade
ft Miatui-Dadc Cbunly pXdact COntr(,l DiVi'iO3L
C"'y "odu"' COW-1 API-- itamp with ft Notim afAccipfawioc nurr&r and Vprmtd dato Ey
-IING2
MISSILE,DVAUF RA
TABLI LING; Fach uxdt qjWl bear a pennj
RRI, 19bel witli the niAttj&acq ds
eX, ts, 0
PWV
-,,J dix Ned tcreir,
a% bee. fiWmdthara iw, be"',
Q11-9c in the aRhcable buikiing co& 112�0iv* affOcting the p,,d,,,
1'RRMNA'rf0N,Df tilis NO2, will &c epiraion d
_kte or if the has Lvm
,nate:inls, alcV'SiOnotclia be
OfftF-ba0L-PM=& X5MWOfd1i* Vf)A
M 21 Madorscuism Of any
Will -Y bexlj'M " W%_tiS'Mg Cr any other PUM� �h2'1;4Uh""1a6,--'dIv mmivatc NDA. -Fdilure W oarapl�
P'Odt'" f�"raaie'
uftksN0j,%,,badj
A0VERTjSEMni4,r, I 1cW,,;A of NOA.
'Lt '40A 111,1JUNY pme", by the worils Mja3ji_T.�Uh. I-
_0a4jy' pkajda, and folkwzd I_r;
'Tic -piMion datepay be&pjaycil in f.4veAa,1nZ I-
*rr1Af1`a%`- lf-Y Pertior of thb NQA lb Wsplayed, 0-
bedoaeinijscArcLy� epitshah
LN9I'FZT10N_ A copy tif Lhjijcpjke NOA slaill be -ijovidcd Eo. Lbr M _hf; nuin factwvt v3 aiim� 'm
, rhy u ,j
and Ifth tic fivallablef(vin, d011 at thejob Ste attfir aN.'en ofthe luildinE Offti.L
"Ibis NI)Acomistsofihii, pnpe I Awtenrlde:icepgenki
ak.vc_ 1vcU4MaPPWyaI dOMD101A MM6111d
The sub-13itted
NIOA ?4* W02MI
d-w-ailatkin ivas re"IM-ad byTheridGm &rmM p.1,
F�ivlr-Om Mite- Alay 20, 2AQ
litiproval Date V-sy W, 2W4
lh�
Pop
Vish-111 ArcW-durial P,,d,d,
X(yl —tull- 0
KITEI)
A- DRAIVINC4S
1. Mnntifaetur_�Ts die dtawings aid sr
2.
Dr4w-111�' -NO, FG2409-01, Wod;&f=
107-7, pri�j)aMj by Tunalpfacture
shetb duntig
"atod C")'l 5A)3, sig)fud And sealed by Willf,, D.
cook, P.E.
P, T M-13
T-t irFIXTR 0a 1) Ar lnfdtiatioll 11131%1, P- PEC, TAS 202-'A
1) UnilQxm Smlic Air Pm,,m4-r, 'fe.,t, LOading per.FBC:.r,4$ jf)i,_94
TI)At� Del F
4knig With 3) Wutor RUN:-StJWe 'BC. TAS 202-94
matked-up (kawUs arij ija
allatior. diagrm ofeliatiOilwin wLidow w
all
sy""Cffl- P-,P--d by Ifuuic-=n Text L,2111.11tWY, lnc.t Test RePorl No. HTL-Otfli-
2.
Sj-k1-.;#1,dad 12J;-20,rr2, -Igncdmid�,.IM h3,Vj"UJ. Abraham, RE,
rcst rePOM on I-, Airtri-filtnjiti, T,.,_�t p,, pBC TAS a,2
along with n��-ufk dra%irigs md iiastallai atgram ,..in.M
'y""A P-Pamd bY fillnicana Test Laioratofy, far
Te.qI ROPM No. RTL_61(r,
IM9�02, SPecilnen -f 2 datol 12/18x)2- (W,7,W, siLp
'ned ant, S&alcd
1111raham, P.E. by villu 1.
3.
2) Waler Res� 'rest, p_ pB(2� fA,'q 5 202-94
Tost reports eft 1) UnilOnx -'%atic Alf Premure Tml, T--4ix-,g pa FHC� TA�
altynt With nwked-rpdrawjn&jand iLwaRation djo? 2C2-94
WndaWvv.ajI
um UM
"Y81cro- pr6v-ed by flamcaiit: Teal'abarator" lne_7 T" R411,ori, No. lITL-010,
0417-03, SPceimen, # 2, da-PW V'l8AI2-04/1_7103,.,;jgWd agdSeakd by Vint- 1
4.
1) UNAMM Static Air ?1lasgure'E"L Loan, per F C.T 20 4
AS 2.9
9�0119 witl marked -up &A%jrigg axid biswatim diaWwj of ajuniiT, -
Wn wintlow IL&I
"d hy lhar"ir, Tvst rAK)Tat0u, Im., Test Repm Un-CloS
RE, _6' '3T- -1 # 3' d&ted (W15-16104. �igwd Md sealed by Viiiu j. jkb
417 _eituo�
Te-'�t -PlItS 011 1) Air
p8r 1�11C, TAS 202-94
Z) 7UM Ji)rffi Slati�: Air hvsuiurn. �resL LOWiag per p
L1C TA-3 202-94
-
nmkd-up
31 Vwv4d E" T-L P- FUC 244 1�3,2.1 fb'i Wd TA� 2(2-94
W-ith
dro4119-N and 1MI2,11aWn (liamv. oi a'himinnm willdow w4&1
ayi(cim,
prqmul k" "Urricam I'm L&hnrawry: Tw.' Test Repf'rtNo' RTL_
U07-43. SPe-cimen 4, dated 01/ 15-16,03. sigi;W anc a
RR, Baled by Vine 1 Abraftatr,
Depq4 laireetor.
Produ CMUO) nhi'u"
ct
N(14Na04-#2&oj
FL 521.6
FL 521.1
FL 6223.5
F:L 3q23.1
ro_ N2
FL-25q.5
NOA 0-1-102(9.01
NOA 0-7-102-6.01
'8
CA-WRUESUCTO Lo- 'tg
T
alc"'K -']' 'na`kC"V ,d i,,w 3
lftdoq dia�atn ol' alumit1m,
'T'tcm, PXCPared by :IU-cutt Tirst I-abo"'t"Y'
Tem. Refort NO. _UTr,_Dj@5_
"17-03, SP-Ciffacn_# 3, dajW
RE, and 1xvied 11Y Vinu J� Abrb,,
CAY CTAATI()Ns
1. Ajkcbor
Calculation--, AST-M-F-I
-3m, an(I 5,xnetufaj AWY51, prej
dated 09119/113, -i _)ared by fnartjf4aCtV_".
123' �Vjfliiffil D- Cook, P.k'
QIUALrfY ASSURAN-C-E
1.
�"'TW DM"' oqc�, (BCC
MA'TERIAL CERTMCATFONS
None
F.
D- cbo;�' wd y
anti �qeamd IY William D Cook, p.j:�
2*t
fion, au" COMO ia Fit h-lati Ag; bat
Buildiii I'mrf. 't is i. comptialice with CIO F fyddijj
-C,.
t, Code (I'll
No
uw�Neoniin--
Pa
product
EaPhWIM DOC Afk.1072W
L, 2 Approval Date. vti�
DRAWINGS FOR DADE COUNTY
PRODUCTAPPROVAL
FG-2000 FRAME4G SYSTEM
FOR USE WITH STORM SHUTTERED/EXTERNAL
PROTECTIVE DEVICES IN HIGH VELOCITY
WIND ZONES
DIk 1 1/2- TEK S�REW
kLb STEEL
E (1) AT MIDRI&F
CIA, X 2 1 TAPCON JYTI.
31 2"MIN, affiEDME
ZEE 1 4�
F (2) AT WOPOINT
DIA.- X 2 Ilf LONG LAG S(
kT wDW 1 1 i2' MN Spect
Eq FASTENJ��_' 1 3/1,' 1101
IINDEX TO D RAWINCAS
:4
06.
SH,Er
iT I - I iMFX TO DRANN'DIGS AND NOTES
SHEET 2 - TYT11CAL FMEVAT10N-T_A[EAVY ALUMINUM MULLION'
S'B= 3 - T-Y?ICAL ELEVA171 ON -STANDARD ALUXIINUM MTMUON WITH 8'r1i b L-Lo Na SPAN-
SIMET 4 - TYPIQ%L EL11VATION-LICifff A] J INITNUN4 MT il 1.107'4-�*IFFORT SPAN-
S k I E ET 5 - F R AM M G D ETA I LS
S=T 6 -13ILL OF MATERIALS
SHIFFT7-GLASSLEGEND
3/4' 445 1/,�-
.1
I X 2 1,12- LONG LAL IYP, -
- AT =D 1 '/2' MIN
nWW FAS7ENERS
�L EMBED"
M U, Q .
E AS &0VIN:
CIA. X 2 1/2- LOW I Af,
t TYP. AT WOOD 1 1/2' MIN,
7-
11 WV1
8!�
>
0 -JO
04
CW -3 5
Q�
Conic pmViEkna
14
A
2.M NS-eat
rt, Laudoydals FL 33309
954-77 9694
Wd a I"
0-
d.
WIZA"
AM
DADE GO.
sm Pt
4D I L/19/03
Pf W43904
FULL
11%,�WINGS.FOR
DADE COUNTY
I
FG20OD-01
h
I OF 7
PRODUCrAPPRON"Al.
�JAITE LENGTH
nM ANM IS 2' FROM
461/4,
46 1/4'
EDGE OF VERTICAL EACH
1, 1 3/47' AWTIONAL FASTEIEP IS AT
REOLIRED MN, SPACING
DL
D.L.O.
48'MAX.
f
PERIMETER FASTENERS
LION P91NO Typ.
A'S SWMN:
3/4-
- - I
L4/2!'�LIA. X 1 1/2- lil( SCREW
S
PICAIL 0 STEEL
. It
//E
LOC ATE T tiMPO INT
1/4 IANXA�
D I /f TCK 'XREW
TYRCAL 0 STM�
M1)X AT MIDPOINT
/4-TEVA 2 1/2' TAPCON TYP
cw'ME 1 3/1- MR EWE
LOCAlE (2) AT MIDPOINT
T/4- DIA, X 2 1/2- LOW LAC SCREW
MAN& cffir
�_�-TYP
AT WOOD 1 1�4- MIN. SPACNG
BETWEEN FASTENERS, 1 3/4- UIN.
��p g
r
BEEDMENT
eu
"14
LOCATE AS SHOWN;
eL E.
g
!
-------
'/4' DIA. X 2 1/2"7APCON TYP,
3* MIN.
t
Hms � X�
CrNC5R _ SPACING
rai 1 4� fkN. EMBED"
y)p
NO 7ES:
1.) HORIZONTAL MULLION �DETAIL 2/5) IS OPTIONAL A! ANY LOCATION IN ANY Bk(.
2.) D.L.O.= DAYUGHT OPENING
3-) SEE NS-212 & MSD-375 DOOR PRODUC7 APPROVALS
4,) GLASS SIZE= D.L,O. +5/8
VICOD/C ICRETE/STEEL
DESIGN PRESSJRE 60 PSF
+ VVATER TEST AT 15 PSF (2'5W- PSI CONCRETE 0 SILL)
AR TEST AT 6.24 PSF
1— .—
IT 1=5 Pisr-
F AS SHOWN: 1 3/4.. 46 ll�V 46 1/*.
M X 2 11Z' LONG LAC
f TYP. AT WOOD 1 1/2' MIN. 01.0-
48'MAX,
BE-WEEN FASTEhERS
Ift NBEDMEW
MULLION SPAM
K",
6
5 1
E
LA A]
C-4
0
41 L
ri
0.& 7 0
-
-Stic2t�
'7V N-�. 49tIi Stiest
Laueewm!a. tI. 3,1308
05`1 -;? -46�4
_j
&Aj
lftug
"bE CO
IDA
WULIAMI D.. COOK PE
'I
WRD 9/10/03
F LA, RE, #4,19LU
DR.NWINGS, FOR
5!A S-11- #MJ08
DAIV ('0UNTY
PRODUCT APPROVAL
2 OF 7
NOTE.
FIRST ANC-IOR 15 f FROM
4,51/4-
EDGE OF WRTICAL EACH
ADDITIDNAL fZILNER IS C
REOUIRED MIN, SPACING
DLO.
DEPIMUER FASTENERS
-1 N-WN-7
4
F_65T9__AS
'/4�, Dik X 1 1/2' TEK SCREW
1TYPICAL 0 STEEL
1 1/2, YIN. CING
1/4' DW _X 1 1/2' TEK SCREW
it
I AT W 01
ill -
0 STEEL
i6 1/4' �.X 21 CM IY
LOCATE (I PIT Wffiow
C 1 3 EMBEDMENT
DA, 1 1/2 JEK SCREW
TYPICAL 0 STEEL
/4' L5
LOCAIL (.5) At MIDPOINT
�/4' DIA. X 2 1/2' LONG LAG SOEW C
11A, X 2 1/2- TAPCON TYIP.
1/4 2 \ M_ AT WOOD 1 1/2A MIN. SPAM
OCATE (I) AT MI"NT
9
"�z tp
CONCRETE I :�/+- WPJ FQ[Q�Pjff "I \--S`,1MaOL DENOTES Z�3 BFTWFRJ EkSTENERS. 1 31*' MIN.
EMBEDME16
LMTE (3) AT WalDINT SiELL PER
AS DETAILED
1/4- W. X:2 I/e LONG LAG SCRM 2
- AT WOOD 1 112' Mil�. SP9fNG
N FASTE
9E�S. 1 3 MN.
;I V" n
lI'H V P
It 0--i rd �
TEE AS
T
11 W4DIk )ISH2071tt
1- TAPCON TYP.
C
Tw'. Mm au %CPErF- 3' PIN, SPACING
WT6 -71
*00W CRETE/STEEL LMTH 1 3L4 MU EMBEDMENT
F 25M PS I Mr, ATE AS S H
CONCRETE 0 SI-L 1/4' Dlk X 2 1/2' LONC LAG
-W FYP. AT
SCRE WOOD 1
jjg2" MIN. z
SPACING �EMCN W.711 >_ a
A�L CUBEDMENT < 0
- �lr TYPICAL ELEVAUON
3LIRE 60 P'Sl
ti
STANDARD ALUMINUM MULLIONWITH STEEL -LONG SPAN-
>
0 zo
BROAN ET - COCK ENZIVEEFUNG M g:
154 '9'
g 5,---rAras >
�1 L� =r�nln, FL I'
7 �: - : "'. �� 4 Of
VIP^
Dail.
NO -ES:
DADE CO
1.) HORJZONTAL VULUON (DETAf- 2/5) IS OPTIONAL AT ANY L1oCATIOI\-' IN ANY ElAy,
�e
"ZD r'�/'
OK PE 9/03
2-) D.L-O.= DAYLIGHT OPFNING -0
316'-f-O"
3�) SEE NS-212 & MSO -.675 DOOR PRODUCT APPROVAL "T, #439,14 DRAWINGS FOR
-14
F0-20OD_C1
4. f GLASS SIZE=D.L-O, ','I- 4_21L138 DADE WUNTY
PROI)UCT APPROVAL
------------------
L
:rl 0: ip _S�
A Y 2 1/2- LONG
IYP� AT WOOD I I
SHOWN:
X 2 1/2' LONG LAC
� AT WOOD 1 1/2�* VIN,
INFINITE LENGTH
1 al'!! 45 1/4- 46 Ile
D-LO.
48" IAA1,
MUEJM SPACING -PfP.
WV1 -1 C
NNE
F)RS-T ANC-ICR S 2' FROM
46 Ile 1 3/4- EDO:' OF VEKICAL. DV
ADDfrnN;k.L FASTENER 6 Al
OLD. - R.--QIJIRFD WIN. SPAf.IW-
PERIW-M FASTNET;
OWN:
I 'S S'
46 Y, 1 1/2- TEK SCREW
i..4r in
"4
r AS SHOWN:
14k X 2 Ij27 TA.PCON TYP.
TYPICAL ELEVA711ON
LIGHT ALUMINUM MULLION-SHORTSPAN-
NCTES:
I-) HORIZONTAL MULLION (DEIAIL 2/5) IS OPTONAL AT ANY I.CCATION IN ANY 13AY-
2.) D�L,O.= DAYLICHT OPENING
3-) SEE NIS 212 & MSD-375 DOOR PPODU,'- APPROVALS
4-) CLASS SIZE= D-1 -0. +5/8"
I MWI I AMN Nip!
ffDEfSlGN �P SSURE �.60PSF�
NC=R
ETEff/STEFEL FRAMEE
.NC L
.T
SI�4 C0WRFTF SILL)
PENMETER FASTENE,:Z
(SEE ELEVATIONS)
VARIES
.
7t�
ALL SP7
"NE:
4 1/' V
-1
"Op,
I(q
1/4' CLAZ
BROMLEY,. WOK E�GINMINQ
X
114 E'
Strart"Fal IENZW16
IN
d _jK2S3308
qii% 72
MLLLW T)j
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PRODUCYAPPROVAL
4 OF 7
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VARIES
RRMILEY COOK rmialptufflNe
stoctural EnigineriTiltsep4cas
2004 N F_ 49thSUmt
I._FLx-j30S
4-772-4624
C'
KPE
-W,904,
ITEM
No,
PART#
DESCRIPTION
:)ILiENSJQNS
MATERIAL
MANUFACTURER
N07FS
1-
FG-1 13-Z
GLAZING GASKET
197 SPACE
EPDM
VARIES
2.
FG-1136
SETTING BLOCK AT INTERV. HORi/SILL
4' LONG
EPDM
RIGID PVC
VARIES
VISTAWALL
SCHNEE-MORF-READ
VISTAWALL
UICATE ONE AT END OF EAQ1 FrEM f10
3,
4.
FC-1003-F R-1
WATER DFFI-EC70-R
VARIA BLE SPACE
SM-5601
JOINT SEALANT TAPE
.125 X -50 VARIES
-688 X .766 X 4.00
BUTYL
6063-TS ALUMINIUM
FABRICATED LEN3TH=4-625
5.
FG-2242 _S-MNG
CHAIR
5-
FC-2DOO-FF-4
END DAM
.625 X 2.125 X .062
1.75 X 4.5 X .070
6063-T5 ALUMNIUM
00453-TIS ALUM-MIUM
ASTAWALL
'A3TAWALL
VIST.AWALL
V15TAWALL
7.
a.
FG-2100
FG-2101
IGHT VETnCA_ MULLION
STA1,I)ARD VERTICAL MULLION
1.75 X 4.5 X -094
1.75 X 4.5 x -070
6()63�T6 AWMINIUM
6()63�-T6 ALUMINIUM
9-
FG-2102
OPEN BACK MULLION FLLER
10.
FG-2lC4
H():�iZONTAL MULLION
-
1.75 X 4.50 X .070
0063-TS ALUMINIUM
VISTAWALL
11'1
FG-21156
HEAVY GLASS STOP
-075 X 1.692 X .055
606,3-T$ ALUMINUM
VISTAWALL'
1Z
FG 2228 —HEAVY
VERTICAL MULLION
1��75 X 4.510 , .090
6063-T6 ALUMINIUM
6063- Ira ALUMIN!LMI
VISTAWALL
VISTAWALL
13,1
FO-2229
LLE�D/SILL
1�75 x 4,50 X .070
14.
FG-22,�)
WALL JAMB
1.75 X 4.50 X .070
6063-TS ALUMIMUM....
VIST . A . WALL
VSTAVIALL
15�
�G-22'31
SUB -SILL FLASHING
1-075 X 4.174 X .078
6063-15 ALUMINIUM
16�
--
_27,
RS-1
10'GA_ FORM10 STL REINFORa-NG
-
1.25 X 4.18 X .119
A36 STEEL
VARIES
FS-27
A-TACH RS-1 STI, TO MVILLIONS @ 12'C.C.
#12-24 X UCPFH
-%v7 Y 2" SHWH
STEEL
S7EEL
SIELL
VARIES
TAPCON
VARIES
ATTACH 0 12" ON CENTER
I' MIN, LMLJLUMLNI' (NON-STURCTURAL)
SPACE AS: REWIRED
- -�GTURAQ
E
t.WBEDMENT (NON-STJ
IS'P AMCIN:-' AS RLOUIRLD
18.
FASTENER
FOR ATTACHING SUB -SILL
FLASIHING TO CONCRETE SUBS7RATE
19.
FASTENER
ATTACH SUB -SILL FLASHING TO WCOD
SUBSTRATE
X 2" PHSMS
20.
921
USED AS PERIMETER SEALAN 1
ILL SPACE
POLfURETHANE
VUIKFM
APPLY EXTERICIPYINTERIOR PERIMETER
21,
9.9-9
STRUCTURAL SEALANT
FILL SPACE
54-ICONr-
DOIN CORNING
INTERNAL SEAL44T
22�
FASTENER
POP RIVET
125" DIA. X 5' LONG
ALUMINIUM
STEEL
VARfES
23.
FS-13
SPUNL ASSEM BLY SCREW
14 X I' HHSTS
VARIES
TYPICAL SDUNE SCREIN
_7
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BUn-U1WV rP�ft (,'O3ULL�L4CF OFFICE k8CCQ 140 TvTM PIAGLIW hYRrFT, qM'E 160
PRO GUCr CON'111401, MSION
FAX�30S)31�-, 29M
NOTICE OF ACCIRPTANCE (NOA)
I Arebit"tural Products
73160
803 Airport Road
,beenroviewad by.k1jsmi-DadeCcux_y ProduclControl Dl�laion mnd accepted
The documenladon submittod Ilm
Tl�s.NOA is being i.isued under 6,� lTrfficablo rales and reguLations goveraing the a -it; of constructioa mat2rials
by dic Board of Rules and Appeals (BORA) to be used in Manti wmic, Cooritv and
I Offief areas Wheleal][C)Wed by
the Autilosity Ravi ng. JuIj&d[cd Oil (A M).
This NOA �tall not be valld aftcy the eipIradou daw stated below, The Miumi-I)ada CQUapf PojdLiCt C-011tr(j]
DivUivn (In _Nliami Dade Dmipty) anuffor the AHJ (-ta areas uzher L�.an.vli de ty) M'serve the fight to
crial falls to perf"Im ill
incur the exiv %Ling and the AlU tray inimediawly
fe�Ac, m0dify, Orsuspend the use of sach prod= ornwwW within flutirjudsdictio
have this produa of Tnamid Irked lkw itimlity assurance p_qMw6. If tais producL or froij
mW Da Conn
k:ft= will' nw of surk tL
the acceprad aniona. die limuC
a BORA rewmm d�ie right
to revoke this a=plarxv, if it is detcratimed by Miarn -Llude (�3unq C, I 1)i rj( ftt ct or
,alm Vi W this nAla
-to Tricet the requirunievis of th-, applicable building code
Thii r^-4uct is approved a& d
miterial faiN _wxibed lw-ri-in and lmsi betri. designed to LorripLy vdik die, Florida Building Code.
ilWjW,JmgtheI1gh
DESCRMT[ON.- Setks MSD-375.41untinuan A-killum Stile Fquiristaor Dom. ffiLpWj
APPRovAL Docu_muNT-. Draxing No. MD-375110[111� tided "Svies NtSD-375 Duun% iuipacf', sheet, I
Lhrvugh 19ofl'D� lm�mred by The manu Inut=, dated 061l6A14t.5rgW and s
ealed by V31fism, D� Cook P,
bearing Lbu*.Miuuii-DadeCmmEy ftodmCorstrolApproysilglantlivith jb�- N0jjc;c,i
f Acceptance auft6er and
aPPn)yaJ date by die Nfiavyi-Dade County VAxluix Control DhAsion-
beLarces. some of 1090, city, *t are. and
L"RIANG-. FAChURIE Shall heara porruallefiGatwi with the maarT
lb I I owimp'Aterneis,: "IN-fitunt- Vade Coua�v Ruduc L Control Appro ved', EmIes-S odiervvise no ted herein.
TER311INkrioNoftfus. Nt)t\ will occur aft2�r lbr expiration date nril'tharchm beenareviiitui orch-dage In the
arateriaim. a�c.
change in the upplica-blia livildfirig code negadyelly afrwisag the perlblo, VL)j splo a
thi d cL
-r a Tenewal aMlication hus been filed and thm, bas been no
RENF-w-AL of this -140A �Wffi be consideved aftL
mu,
ruiliffer maraffaci�v of the product or T.myc"s. NEsa�e of Lhi. NO -A us an endorsemciLt of any
pmLhx-t_ tw szles� adveri:i
ang or any othcr puvms shall automatically tcrmi ilate this N(A-A.- Fai iwe to coulply
withany, section of this NOA -;hall be
=Ww foT termination md remoiral of
ADVERT][151124 ll.- -n-c. NCA:iumbi:7 Plcceded by the wmzt, Nliant�-Dade Counly, FlEdda. and fritichved by
any pordon of the. NOA is. displayed, t1len it shall
crumufactuler or iti, distributorm
IMPECTION.- A copy of CWS cj1dr0�14011I, Shall be provided to theuser bv flu-
ond shall beavailabli�jix jaWection at tbejob airelit dtLTcqucq
t of The BuiddiAg Offidal-
7.'.S apprm-al deculnent mentionod
7hL snbinicted doaarientaboa was Kmicu-td by Eferiadritia F. Gonyallitz, P.E., Director, RCC0
abuvr
NOA No 044M.014
PaW, Fi4ruor 17, _M0
Apin,"al Dab-_ 10,.bruar� 17,2M
VisItam%il ArddteEUIral Protlueb
NOTICE OF ACORPTANCE. EVfDF"qCl? SUBT4117FI)
5. 'lest repoils on 1).Air Infiltration Test, per FBC_ TAS 202-94
2) UnUbruL Static Air Piesisumfesl, per FBC, TAS 202-94
3) Iwced Entry Test, W FBC 241112.1 andIAS 202-94
alongwitli marked -up dtowiaggs and ins"- flun disigraIn Of aturninatiantediain
RTL-41OW-10-04, (sperimens 3) datcd 02A&4,5iO4, �;igned and sealed by
sWe entrookee doww, prepared by Harrimiso Test ltburatory. Iucjest RtTons No.
Vinu3'AbnshaTrLP..F_
M'pMs on 1) Cyclic Wind Pressure T.oading per FDC, TAS 203-94
6. Test
2 914
altleg with warkd-up drd�irqp md rustallati(m diia;rarn of alundram luedivan
2) Forced Entry'fest perFBC 24113,11 and TM "
stile etdracce doom preWed iiy ffiruiura, 'rest Laboratory, IrK;- Ten Relvils
No. ITI'll. )094594, siggncd and sealed by
-011115401074114r (specipaeas 1) datej 0
-Vinu J. Abruhain, P. F�
C. CALCULATIONS
1.
AnclisorCalculadow, AST11- E 1300, and rtrumaral analysis. prrpArpxlby
Broontley-Cook Fng�jioedn� Inc., dai(ed 0.9/30103,signed and sealed by AVIlItain
V� CJOk_ P-EL
2. Anchor
Calculations, ASTNI- E 1300, and 8-trUULUrJ1 artillySiS, pirepared by
Broovalky-Cook 9:ngineering, Inc., dated 06(16/04, signed and soAW by William
D. Cod, PZ
D. QUAIATY ASSURANCE
I� Miarni Dade �Muildjngg Code Compliance Office (H(VO).
F4 A&ATEAL01LL CVRTIFICATIONS
1.
NoticcofAcceptance No. 024241115.03 iswedto -Securky Twipact Glas;s Holdings
for"SAF-61JIS", dated 01MM3 and expiring On 12/16AIT
1 Notice of Aecoji=m NO. 03-041543 ftsued to Solatia. for " Vancava
ComposiLwe'. dated 121114)3 and expiring on.12111MS.
3. vepLarrm No. el-0265.02 isnied to Solutia. fbr5afke,.1KvCpUfe
Norica of AL*
W4aximurn", dated 0,W1101 and expiring on 05rJ100.
F. STAMIENTS
1. S=rnontlWer of code COTV]iance, datedJanuary 26,2�. Signed god w*ilcd by
William D. Cook, PY�
2. State.ment letter of no financial interest, dated January 26.2004 signed andsealed
ky Mrillistat D. Cook, P,H,
Like"". Building C'Nk otioutillatict Offi-
NOA No 04-M.03
17,2DIij
Approvd Date. 00"w� 17��
E-2
GLASS
MA
to
MAXWMI
MARK
!UMI
0,10_
o
So
SYMBOL
OLASS TYPE
MANUFACTURER
SIZE
OA1/4-
-EMPLHFT) CLASS
VARIES
45�25 X 92.5
29.7
OPTIONS AND LIMITATIONS
iiii—ON
INTERIA
WALL
MAXit
RA
QUALIFIE&
PRESSURE
VERTICAL
j
�U
M U,
"A
MASS TYPE
MULLION
MULLIGN
LERGM
;L TO
t6o/-60
FG-2228
Fq-22,30
se
40'
wID STEEL
AV/0 STEEL,
12-01
ILI,
I 0A
IW/RS_I STL
W
+SD/-60 FO-2100
"'_2 Do
0A
I W STEE-11t1d,
�J,
a, 7
Z; .2
am1fil-Ey
Structural
Ft LAL't
PEI-
#411?04
I DRAWNGS FOR
DADE tOU�?]'Y
FRODITC7, APPROVAL
Allstawall ALgigtectuM
NOTICE OF A.CCEIPTANCEz EVIDENCE SLUNTMFI)
A, DRAW]INGS
1. Marinfacturer% dic drawings and sei;diuris,
2. Dravhng No. VISD-37:-001, Aded "Surias Y.SD-375 Dmwb lurpacC', 4lecus I
L hirough ) 9 of 19, p rc:parcd by thu m 1 r 1, Facl L m- _-fiaial 0& 1 &041 s i gried an d f ez W
by WilliaTu D� GAV)k, PF,-
B. TESTS
L Tcst report, on I I.Air Infiltration Tb4st, per FBC, TAS 202 94
I Unifonn Static Air Pircqsure TeP4 per PBC ' TAS 2(P�94
2
3) Large missile Impact Test per M-C, TAS 20 1 �94
4) Cyclic Wind Pressze Loading per IiHC. TAS 203-94
5) Forced Entry Tea� Iw IIBC 2,1113.2-1 andTAS 202-94
along wiffi uwWupldMJgp and installatioftdbgramof ahnninummodfuza
larricane Test Ldhamtoq� 1neJeq, Ropurts&c.
stile entrance door%. prepared by 11
YM-0105-IM-021,(specivacus 1� 5)dated 10R_I-r_J02,signcd and
sealed by -ViaLL T.Abraw-, P. F_
2) Large NRssile Impact Tint M 113C� TA2N 201-94
2- Te-t 1) Uniform Sratic Air PressuraToRt. W FBC TAS 422-94
3) Cyclic Wind Prftmure lxladi-ag pa FBC, TA-S 20-94
4) Fbrced Erctry Test. per FW_� Z4:113.2.1 and TAS 202-94
aliong with nuirkmi-tip draWing-9 And i1j1&jMQa diagrata, Of atuanainin -rdhl
'cane T horainny Tne
sWe entrance doom prepared b� Hum --ti- -jeat. RWrE8JK,,.
by
�d
Vinn L Abrahani, P. F..
'1'eNt reports on
3. Air Infiltration TCSL, per FBC, TAS 2f)92-94
2) UniforuirStinicAif PrC5._Rrc;TMtP_pBCvTAS 201-94
3) Large Mimdla hrrrjic1Te�;-4rxcr FRC, TA,5 201-94
1ITL-0105-0205-03, (N�e .3, 5) dait, cd =&%W.signed and =altx! by
alonp witli Marked -up dlturiogs and iusWinlioa iiiigram Of alurniolimt luediarn
4) Cyclic Rriud P�ssirre Lmdmg per MQ TAS 203-94
stilecatrinice dear,% p repared by T Tiardc me Tcst labonalviy � IwJest Repoms N o.
4. Test mportsin 1) Urnimm Static A.b, Pra�Ln. T- 'Ist., per EBCJAS 202-94
2) Large Mi_k-ilin. ImpauTe-,t jw FRC, TAS 201-94
3) Qyclit. Wind Pruss'wie Umding per F13C, TAS 203-94
4) Forcod Entry Teu, per FBC 224L 13.2.1 and TAS 202-94
alclim with marke�d_up drawing,, and imallation fliagaim tg almulfularn rnediurn
sfile crd�;�ccdclors, prepared b-y Hurricane TestLaboratory, lacJest.Repolls No.
'4112 e VaL:ld
IM-01101-5-081,043, (spectrue4is i, a dated I)- -1310.3,sign dands a by
Vinn J, Abrahmei� P� E,
;1'-. 21
Liapir"t4wi Dote. Feiwuar3�
.4.vpriml Dwe: February 17� 200S
E- 1
W—gMwO ArrhitmAniral Products
NOTICE OF ACCFPTANCF� VVIDENCPSUBUTTTED
G. OTHER
1, I.Quer from COWUllant Y.Wfing LhaL LhV PTOdUCL iS in COMPlitine'C Willi. 1110 FIlAidd
Building Code TBC).
ennidif, F. Gvwmk_�, 21
4,1 TAreM-1r. HVAIdiQg Cflft C11114flitinCr. OMM
04-42".0
17 2*141
Jppr*�-vj Dak: F(!bruvv I;'
4'+w
IN 110
am
[ILI 0.11
tole I
1 . 1
ARBREVIADOM
10-DOGROPENFNG
IXLO.� DA-YUGUr OMNM
BROMLEY-COOK RONEMNO
5440 N.W. 93rd Avignue, SLft 100
Ft. Lauderdale, FL 33=1
854-772-4624
CetL.o 24
7
WWWD.CO K,
2
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g 8- ow 2
a
002 -<e
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T8 L5.0
0-<
DRAWINUS FOR
RX FIE, #43904 rm—sun375-0
DADE COUNTY
PRODUILTAPPROVAL r I 'OF 19
INFINITE '49"
INFINITE
t 86 TJ2 44 1/2' SO*
'AAK MULL SPACING VAX. MULL 15PACING MAX MULL SPACING MAX. MML SPACINC 47
21/2'.
MAX.
571/2- 21/2 42" 57 1/2'
-MAX D,0� D-I -0, -2 -42,
F MAX D-0.
40"
MAX D.L.G.
MAX DLO.
-111
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6 0
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if
If
If
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If SYMOOL DENOTES
It Q
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/4 C-10-11
I
If STEEL REINF.
�! W. AS MAILED
Vnm"L
"I t1i 11 -, 1) A
M� id -t C; LE I
0 ID
< -7,2
9 AS DETAJJ I i M . 11 1 (
DE FE_ if
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r� - - - - - - - - - - - - - - - - - - n TT - - - - - - - - - - - - -
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in
TYPICAL EI�EVATIONS FOR MSD-375 IMPACT DOORS
>;UN =4 -<
>
IN FG-5000 FRAMING BROMLEY-OWK
ENGNEMM
5440 N.W. Sard Avenue, StIft Go j:�
Latidaidab, FL 333M
_j < 80
UIX0
�'i 'DESION PRESSURE +70-50 PSIF 6 L�o
954-772-4624
8 0 0
rO7ES- C91"t. Of Auth #00MI24
1) SEE
SHEETS 11, 12 AND 13 FOR PERfVETER FASTENER SCHEDU_E AND LOCATIONS
2) SEE SHEET ig FOR HARDWARE OPTIONS
DOOR cLAss Sim=
D,L.O. +1 1/2-
C TAE 0�0
4,) HORL�ONTAL MID -RAILS [DETAIL 6/7 & 7/7) MAY BE INSERTED ON ANY DOOR LEAF
5) SEE L-G-5000 PRODUCT APPROVA�S FOR OTHER FRAME
AND GLAZING OPTIONS.
D. COOK PEDEe
6) DOOR GLASS STOPS D-152 AND S-a,3 MAY BE REVHRSED
7) ALTERNATE TOP RAIL 5 "13 BE USED ON ANY DOOR DADECOUNTY
443904 DRAWINGS FOR
MA MMWSD-,37
8) THESE DOORS WERE NOT TESTED FOR WATER 114FILTRATION #2008 7'
PRODUICT APPROVAL 2 OF 19
14� INFINITE 1(17"
86
MAX MULL SPACING MAX, MULL �VACING MAX MULL SPACING MAX. MULL SPACING
57 1/2 4-2" 57 1/2"
MAX. D.O. - 2 i/Z'- MAY, D.C.
L.O. D�LC� IAAk
1[ 42"
r475 MAX 010.
Fe-)
------ ------ -------
if
.11
/
if
11 I�
11 Q
f I I D� Cup
04 I!__ 0�
FE
:r 11 Ill i i
L S2 11 1 \-SYMBOL DENOTES I I
SYMBOL DENOTES 211
6 7 if
< OD SMEL REIW. Sj%T718E*D. ta
AS DETAILED r,
ci
tc I-- di FE1
12
rT2-1 F e 7 X
":� LI
if
if
if
11 i 11 ii it
If I
If 11 [if I f
L I'll,
-- - - - - -
i _U - - - - - - - - - - =Ll L
32 5/1r)" 32 5/16-
[*)
P—R i' I I
DLQ
-------- - - - - - - - - - - - - - - ------- q71 rr ------------- T1
[- - - - - - - - - -
R. S40i SHOMq -<
LH�. OPPC�; L". OPPMTE P4 < N
TYPICAL ELEVATIONS FOR MSD-375 IMPACT DOORS
K EC- rftr'MNG >
IN FG-5000 FRAMING WO NX, 33rd Avwu% Suite loo go 11 ow
Ft Lauderdale, FL =9
'? -.1 g=
DE$lrN PRESSURE +70/-130 PSF 954-772-4624
a 0 U_
Cart of Auth #00OW124
T
SEE SHEETS 11, 12 AND 13 FOR PERIMEIER FASTENER. SCHEDULE AND LOCATIONS
SEE SIEET 1S FOR --fARDWARE OPTIONS N 0-
DOOR GLASS SIZE= D.LO. �1 112"
DADE CO
4 HORZCNTAL mir-RAiLs (DETAIL 6/7 & 7/7) MAY BE INSERTEP Of\ ANY DOOR LEAF
WRD r'6/115/0-+
t-) SE�_ FG-5000 PRODUCT APPROVALS FOR OTHER FRAME AND GLAZINC, OPTIONS, ALIJAM D. COOK FE; _' 11� -
3/4�_V_0�
C) DOOR GLASS STOPS D-152 AND S-83 MAY BE REVERSED 1A. PE. #43904
DIP -&WINGS FOR
; MSD-375-001
AETERNAT17 TOP RAIL 5/6 MAY BE USED ON ANY DOOR :1 A, 5.1. #2008 DADE CO'U7N-rY miu— *
8.) THESE DOORS AIERF NOT TESTED FOR WATER INFILTRATION PRODUCT APPROVAL 3 OF 19
149'
INFIWTE 107'
+4 1/2- 60,
MAX MULL SPACING MAYL LILLI. SPACING 4�i 31C
2 1/2'
40 57 1/27 MAY-
2 1/27- 2 1/2-
VAX, D.O. r-LO. 42�
MAX DLO�
40' _ ]"
40'
MAY. IJIL0.
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TYPICAL ELEVATIONS FOR MSD-375 IMPACT DOORS
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1 -) SEE SHEETS 11, 12 AND 13 FOR PERIMETER FASTENER SCHEDULE ANJ LOCATIONS 10, 0
2-) SEE SHEEI- 19 FOR HARDWARE OPTIONS
DOOR GLASS SIZE� C1.0. +1 112" DADE CO
4.) HORIZONTAL MID-RAIL5 (DETAIL 6/7 & 7/7) MAY BE INSERTED ON ANY DOOR LEAF
5.) SEE FG-5100 PRCDUCT APPROVALS FO- OTHER FRAIVE AND G-AZING OPTIOtfS. N164
6.) DOOR GLASS STOPS D-152 AND S-a3 VAL JW D. COOK
ht;� BE REVERSED
7.) ALTEiNATE TO` PAL 5/6 PE443904 DRAWINGS FOR
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8.) THFSE DOORS WERE NO- IESTED FOR WATER INFILTRATION 0 Sj, 02008 PRODUCT APPROVAL OF 19
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TYPICAL ELEVATIONS FOR MSD
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:5.) DOOR GLASS SIZE= D.L.0, +1 1/2"
4.) �IORIZONTAL M D-RAILS (DETAIL 6/7 & 7/7, MAY BE INSEPTED ON ANY DOOR LEAF
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43. DS-104 OFFSET ARM COVER L188 X 2�00 X X94 6063-TO ALUM NJM VISTAWA-L I P I S9. 5 0 11 I . �-- - - T #,I , %UOD STUD-Z tL=�, 1
44. FASIENER ATTACH DS -- - I I I ! 0 1 1 / - �� . WALL 2 J . 'E'UTON A -A I at
#10 X 2' FFFSMS STEEL VAR-E5 SINGLE DOOR: I Ek 6' FROM LO'CK STILE - - I ;_I .ie -P I ,� - 03
-M4 TO FC-5172 - -1-1 , I . ------� I i &I � I �011' 0 \-;
— PAIR OF DOORS- I EA. 6" EACH SIDE Or DOOR CENTEMNZ I W - \I-,— :_- - MORTISE LOCKSETI-. SCHLAGE L9400 SERIES
I � -=I � - -
4�. D-120 DOOR WEATHFRING TMIP VARIABLE SPACE VINYL VISTAWALL — . i �zl '�- r— I -11101m FA -CON M-SERIES
- ,DOOR WIDTH MINUS SjW I w I :: pfflyr
46, FG-6185 .25 X .25 SILICONE ��Ii. 8 PANIC DOORS DOOR WITH 1 1/2 PAIR D)iTAIL 4 ;! a'
— VA::UES U - �)
47. NOT USED - n ;n WITH 1 1/2 PAIR BUTT HINGES OFFSET PIVOTS �=, .1 .
A q --- — A .1 I-,') NOTES:
4& FC-517B -0. �,z � O', .- �
_ _ff=�k!)/S LL 2-90 X 4.1@8 X -0113 M - N M.AN,j --A,CTURQR ICN 3EVAICEL , D M "x, ---�I-v y ly'A 'Z' g ,e ,� 3 - I ;��
— 6063-78 ALUMINUM VISTAWALL 4 .-A I I DOOR H=IGHT I � 4�--
-
49, F-3-5172 HEADER/TRANSOM BAR 2.50 X 4.98 X .080 6063-T-3 ALUMINUM V! STAWALL 94 -1.1 JACKSON 111111 285 . 42 Z/16 I----- §t� �� I � J= (if /'/" , i. SEE SHT-1 FOR ELEVATION, MATERIAL AND 517-E
5G, 'G-!51 8' I — 42 .3 15 �—� 43 27a2' I /
— -.00 X 2.69 X .062 R �,� � ]I � 19 � Z, IN ,t, 2. SEE s-rr, 5 FOR WALL CQNS7,\UC;1CN, ANCHORING SYSTEM i
6063-T-5 ALW41NUM VISTAWALL �5t ! I . JACKSON 2086 07 311 6 � -A , sm
.,
P �O VON DUPRIN 1 9927 39 =95- 1 49 27/32" 1 r4 1 s-� OP -IONS AND NSTALLAT01J.
--
51- FS-55 ATTA 9P I UON RPRIM I 9944 3/8 - 39' 44 3Z5 k-14 -HS
,, I
CL:P ,9 1 'T"igh
CH SC-1 �p V I, I 3, -IT. 6 FOR AVAILAB'-E ODENNG SIZES, JAIV.6 DEP
- — #10 X 1/2' PH ROUND STEEL VARIES 15/16 39 3 a -�L4_��S 11 SEE S �
- 11 RR .. .
t, a H , : U:b , 3, 0
,q, O. C. . N, I <I- zi 1P SLI . ,
52. FG-5182 S'S STOP 1,00 X .767 X .C62 50152-T-9 ALUMINUM VISTAIVALL � M I L- 51 1 /B 40 30 42 3�16 .'%NSI STRIKE ,
-Lf��N.SOMCIA, H� I �0 i TA...'n4w%**� ( 11 �, �; -� AND SPEC-FICATIONS -
AVIF"n # TAINLE-M STEEL MANUFACTURFIR'S INSTRUCIONS r.
5.1� DS-104 DOOR STOP 2.00 x M88 X 'Mer -T5 ALUMINUM MI-AWALL - I I ANSI STRRE 1, 0 I - ,TANF3.ARD OR ' , , % 4- APPROV---) HARDWARE NSTALLATION 15 DER 0
' \ " , r � -�l)
-94. 0 � -EL a 'Al OPTION (SE 3H , , 0 �
— 60053 USES SC-1 CUP om 1: Q �
-- -- - crm - -,-- 0. I � - STANJARD OR
FO-5179 O 1.392 ---iM3-TI5 ALUIWINLM 1ASTAWALL . " ,J t - STAINLES'S ST=
55. . FG-510.9 OPEN ACK MuLuoN riLLER -- X 4.66 X .08 — "V go& 1 1 0-�,- I 0 Tl' . .. 0 � .
— 4,65 x m 6063-76 As-UMINUM — k-- I MR-. � E P ON (SEE SH-l'.1) 0 Cl-
-
-780 X — VISTAWALL -- I \ I — / 0 I . Q ;1 �-,- 1
56- CW 998 WLB .'ASKET FOR FiLLER- VARIES FOAM-117E AMESBURY P I 1 , - ---i . vr-&-�� I W � 8� - C �--�, r.
- — I 1, - F-7— -
FG — --- i , �-, �,
57. ir -5000-PP-a OCOR JAME S-L REINFORCING I I I I --:� 0 1 92 . , 0
-- —1 1/4" X 4 9/16" X I A-36 STEEL -- VARIES FULL LENGTH OF MULUON I - k� �, -�) rl�
58. F--38 AT-ACH STL. RENFORCEMENT 1/4?'-20 X 1/2' HH TYPE -F� STra I - 1 \ 7. N ,
VARIES 6 -1 ! I LOCATIONS --� : I
— ---- . ; brN (n .9'.^ftWW&*
59. SC-1 I STAINLESS S - - � \ ,-
TEEL CUP .281 X .968 X .0-32 STAINLESS STEEL VISTAWALL 9, D.C. �--i No i f FOR SERIES MSD-375 IMPACT DOORS DMER412
--- , - - --- --- - -.t I- I i -9--; / I - SCHLM.11 L9400 SERM FAWON M
- - �1-1 N 0 I DRI'AJL 9 "i CN, 0
,--L 0 -J i I -- -- r A. - WYED MOEME IDCESLT W/ DEADWLT UUMSE IZGE3ff W/ DIKAD1101-7
- : I I , �-
5 ,�� NJ �-� i � .-: Z -I .<
4 Z �z lit i ! I N i I, I i-- --1 .< -AC a
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;� q�� r'� W VISTAWALL LOCK CYLI -'IF-- > EN 0
5 8 ar -4t !I \ / � Q , CC< , - ,2-., 0�95'. 1 W
BROMLEw=KENG1NEERJNU P4 M 1, � z ,- 1-28' - - -
. iw� I 2 I I / R � I
- = I � - Q '< -, , "r -7
I I �.t k USED ON ALL DOORS. /", 11 U: CIL to 11�1 - I 04b YORE
� \ I 11 , A fx , � 1 012�5 1 -
ggn.W.33,'IIAV-en-U-e,-�3-UT-(--410�j I- 6 " �� --- ., 11> t .-
P, I, 1 v. I � L� . * &5 -x -, I-, 0.31" FINGE S'ACER - I
/ I � "� - -
14 0 � \ - 't Ifjk�-- 11
Ft LaUdetdala, FL 333tiC i / �v 't 0. 0 / 11, � '11, .
W 1�10 3 __J -- '5 0.50 -
U 645 � I BROMLEY-COOK ENGINEERING t I 11 H : (D -< ,� . �:. (D -,-- , * . . I I 1�,W RA01106
::;, � ,J � T-1- - .. I / '4 0 �� 11 J &GU <
.
954-772-4624 ,Wz&M-.,,,l,.,,M*e E-I ; -5 i 2 -,I �- i I . - 1,- 5440 N,W, 33rd Aveme, Sulte 100 � I, QQ0 12 I-, - ��-, I--,,- I � I 10, INGERSIL! -RAND
—
I - � '7 —0 I I I — ;D 70 = . " 0,- - . - -2 I — -,� 113 " -- � FLCR4F� MFG, 0
I - 0 0 - - �'Y'r 1--i �
S . - .
d I A. ,-L �--� zD?"W4 DATE CROSS SECTICIN OF DOOR AND FRAME
"P-- / ;4 , W M Ito mt��- Ron
.
& � E i 333019 -1 - a . 11 I 1� �--E=��'- M7 BI-", 9� Q-�--U 011b 4=42 4
Oed.01At&#=09Q9,,. I --L FL Laudbudale, FL � 94 9.19 9-19" . 0 SIE'
, — — 964-r72-4624 I I � � ��--t - 0.!hi �
�F .- -,, I � 6 I I R OA25" = DWE "TLNM
Z - � �Ul-1 I I 3 POINT LOCK AND FLUSH BOLT DOORS CeM of Auth #COD09124 I i 7 1 INSIDE ; M
k . / . GA. 7 L�A- ! YM7 Vm/w it? COMMERCIAL LOCK HARDWARE
"VbF.- cc CHECKM H-SEERIES SINGLE DOORS 0
'AA� �-- -- [;:.'!,' - - — REIN�'ORQESAENT REINFORC;:MEN'r HIGH PR-ESSURE APPLICATIONS 160
--
I I : W-A, Oa I WITH 1 1/2 PAIR BUTT HINGES I .; ZL'it - E co COOR HINGE FHAM� H.NGE TYP. �--- o.l* . I _
V-1 1 K I.Em _;11�� - - - —
117- wmw= uRER PART I gilh /16/04 -, -"- "-.-.,- - —
,
WR -D � DESCRIFTI - ON__ - - I DIM `1`13' k . WF,D ID7 -� ki . �V� s�- I' I' " 7 716. IV-- 2 C
--!N-I;ENATIONAL. TO FLUSFI BOLT Q-OR b- TALL C50:0 -12f
WILLIAM D. COOK PE rw� ±-----__ --- �A� FS , . � 1 22' - \f- WUM D. COOK RE 0
I INTER1ATIONAL TOP FLU�H 13OLT (POR 6 O .3 4'�1'-O" - EMM APP`&
)4- TAU. DOOR) 173-120li-VRM I 10- --� - . I
— — _ I 13ME _ "---T5'-- 2 �' -9
—'-- KffM-IMIIUNN- 801110M FLUSH BOEI (M-R 84-'/96" TALL DOD Fa-1201-VRM . DELAM I -- - -- - - . - � . . -- I -1 -J
FL,k. RE� #43904 1 D&k;PR-JG&R0R —.,.4s, 1-3 7 A � Fix PE. #43904 ROTMMINGE MSC-375-M )IffA.D
F1 A. 5.1, #2008 I DA,'3B C07JNTY , -0C11 i E, VIA. S.I. #2008 ---, _ _
I -', I - � I =90 F' I r--
I PRODYUCFAPPROVAI, -1 6 OF 19 i L19 J . C4
4
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! I I � . I P\ E V I �533 I 0 N �-,
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. � 02-2/ MAOFINE .
— HARD.WARE SCHEDULES . . ,��.. . L-�,T� I DE TION . -a 0 ,
� 1 2' MIN. - I =
— - F , � �--�r:�, StREVIS -\ sm� CA I — APMOWM
� ; - � z D-AIGS. /03 I
. .
JAPP�OVALD TY DOOR. TYP. -EV; TYP. A — I � , � i MIA V11DAM tUAID-DAM COMM'. FLOMA. 11werm -- - - 1 4�' MAX - ".Ww a A I APPROVA'- 324�6 I?
I I -
— — I FJ PPROVALDADE COUNTY �]DOQR MA Typ. I ELEV: TYP. I I L i � E � - : I SE-- NOTE & : 9%
— - I I I ;
I . _ I � M12 WOO-DADE FLAMXR W1.0 XW3 - \ . flWd", I I
x 50OR SIZE 1 7'-V X 8'-O" PAIR IMPACT I I � t OU11.11ING CODE COMPLIANCT&O M-CUL (TICCO) -14III�Yl-,,-, FF.AGtF.RSrR"r,9MTr.16D3 N017CE 0-F,kCC!FPT,tNCE,.- EVIDENCE SUBMI . T ; R I REVISE FOR SUBMITTAL : .M I
- �Xlio DOOR SIZE 1 7'-O' X 8�- O" RAR � ; i * � ,,�� , . —
i ; I 1 I � ?R0D=C0NTROLDM91aN MMMI,"FIDA 331.10-1563 A. DR-4,WINGS � —
SERIES I NOTES: I 1 ; . PEVISED PER lX'9r'C3 08131,10L - -
. � (30A�.375-2901 r-AX005)375-2909 I .
-�.-H.I—C.G.H. O.P.ADAMS-RITE I x OR TYPE I 1. rdanufwAure�, dir draAings and sections. , ,J AR
S1 EIES S. DOOR HINGI`NG LOCKING DEVICE. I I I ,- - � V
DOOR HINGING LOCKING DEVICE: D ,q) ,!�r I
5�b 3�
DOOR TYPE I _F D.H. C.G.H, O.P.ADAMS-RITE 1895DW5[-3-POINT LOCK 1 ! i ! t - �4 -
- I -9- I i ! �
� I
; . !I _� � Drawing No. 7'76W-2, fitired'Saies 11 16-4 3070 Single OcItswing IR Mortise LocY%
. x x [ x X IEXIT D S ES: I MS-375 x , x x EXIT DEVICES: SERES 11 N I I 0 NOTICF OF ACCEPTAINCE (!E�OA .
. — I 1 I -Z
— OTES. ! I I i 11 I Ing—WRard sheets I thioti8h8of 8�prepartIlbymarrufactu=, dated 0-5/01102withreNnsicyn "W -��, J=
MS-375 DUPRIN _ i `�N�11 . ,�-K >1
N EVICES: ERIES NOT x I � < --�Z,�<, .
4.5' ------
i on O&GLI04, signed and scaled by Gordon Thoma:s, P. E. --- "@ MIN. ,
- �� I -& 9927 SURFW PMIC I -------VON DUPRIIN X 9927 SURFACE Pm1c I i I i ; "I* InflKink court CL
ON DUPRIN 1 --& �9WI CNCEA1--D PANC : — - - — YON DUPRIN x A+7 CONCEALEC FIMIC ( I ! Indimapolls,IN46250 m� o..!.1t, , 1 a)
w . i I (D--,--- \ 4L,7
I AjrI1CKZnN -G" 2086 CaMEN21) FIAW I I � L, I a ��,-
- LIACKSON X 10A_ CMEALED PANIC I � SCO". it. TESM ?`I- - N
.-I ACKSON I .. This KOA is being issued uWf3r the a . 9M D FRITT H!'Nr . 'F OL p 0 J
. I _ 1-9- I 1 286 CONCEALED PAK,ic I ACKSON X 1266 C.ONCE4LED PANIC f i gplicable rules and regulationq governingthe use of corIstructimimaterials. L Test reports oxi 1) Air Infiltration TesL per FBC TAS 202-94 LOCKS -DE
i
.
I � � x ! -! ( liesbure Test, Lowling per FBC TAS 202, RE
- I ARGENT 11 . The documentation sabramod has been revic%od by M!Iom W- & Counly f1wdu'A Control mvision nil aocep" 2) UtIfform Static Air Ll 4�5�' X 4.5' STD- VYT MIN.
- I x 1641 0 CONGIEPLED PANIC - 8410 CONCEALED PANIC I i : DhANKEI z - 00,
,� I i
HARDWARE DESCRIPTION PART NUMBER - QTY MAND-F—ACTORER USED HARDWARE DESCRIPTION PART NUMKR QT�] MANUFACTURER I USED i 1 1 � by Li= Board or Rultm and Appealo MRA) vu be used in MiraniDad5 Couittyand other ateas wlicre allowed by 3) LargeMissUe Impot Test per FBC, TAS 201-94 HAGE--7Z 127-0
� -
CLOSER OPTIONS- - - F- .i I I ; ttic Audwrhy Having Turisdiction (AHT). 4) Forced Entry Test per FBC 2411 3.2.1 and TAS 202-94 - I ST ANi FY F- 191/1900
SURFACE VOUNTED --. .— - �,� - TT 1� � .5) Cyclic Wind Prem am Loading per F.13C, TAS 2 203-94 -
. 2 VARIES x SURFACE MOUNTEC VARIES 2-FZES I � a IVE-- wsi/wv,
CLOSER OPfIONS:
" -- — — x .1-J-11 . i This NCIA shall not be valid after the cxOraxion &1! ,quiirAl. bclow. 7hc Nfliorni-Dack County Producl. Corltml . TYPICAL FRAME
CONCEALED UVERHEAD 25- _I-lat,W iR7 'W"I 21-211i RJY DuM Ali C � - along i%�Ih TnaAed-up dmwings and installation diagrarn of outswing steel commerdal . -
2 dACKSON X i CCW,EALED OVERFIE0 2:99-WAF-4RM 2 1 JACKSON x � EIMMon On Mipjfd adde County) andior the AM (in areas other dual Miumi Dade Couirty) reserve the right to EXTERID� `B 1 INTERIO� PR09LE
— I doors,pLWared by Certified Testing Laboratone-i Ine,17f.st RqIortXii. CTL4L - I
HUIT FINGE 4 1/2� X 4:' 1314-11d 6 REGENT x M-1 M 6 REGENT x �4p 1 . - h4ve ffo product or material tefited for quality awaraum parpoRes. If this Product or nuaterial fals to pedorm in �� (�) -91, -1
BUTT A i I
PU'.I. HANDLE x - PULL HANDLE :IF-10 2 VISTAWALL . X cc y i hc cipmse of, -,A arely 776W- -1 ,,�- ,I
. 2, dated 04120102, signed and sealed by Rainesh Patel, P. E .
*
PH-10 2 MSTAWALL x �11) � � f the accepted inainer, the maradhcatterwili iricur � ,welit-dre atid die AM may immodi ,r FBC T, -94 - -L SHT 8 .. �-,�, 4.00 ' 11
-- �- - - � � revoka, inudify, ar t&Kp(md aw use of su�h pruduct or inaterial. within their jurisdiction. BORA roserves the fia;t 2. Teanports on 1),4jx InJillration Test, pL kS 202 S� - , OPTIONAL FOR HEAD 1. --J.
PUSH BAR VE) .- P11-1 1 2 VISTAWALL x - PUSH BAR Pe-1 I vISTAWALL �� '01 � � , -Dade County Prodact Control Dlvl4on that this product or 2) Unifom Static Air �zcs3urc TeX Loading per FBC TAS 202. . -ION (SE I
CYLINDER (ACTI Gy- 1 VISTAWALL C �, .4 t tu revoke this acceptance. if it is determined by Miami ,-fll SEE SPIT 8 �� SEC -E NCIE (3.)
- X 69N)Di FOR ACKSOA (A CY-1 I ASLAWALL I x 0 falls to mw flie requinments of die applicable Wldhig co&% 3) Large- Mi%mle Impact Tcqt per T-BC, TAS 201-94 / �- 2-00 MIN -
THUMB TURN (AA'-2LELOPTION�L CY-3 . I ViSTAWALL - x KEY CONTROL (Ag�g rDR WOENT 106 SARGMF I I`. �. 11 2� t Material -- — .
. � 4)ForcedEntry Test, perFMC2411 3-11 andTAS202-94 '1� - /
_ -- x , . . 1�� #lC-2,+ (W-H-) I I :
DMINDER (ACTIVE) FOR 'JON DUPRNEXfT (;Y-,5 VSTAWALL -& MNDER (5'ff'Vt` FOR VON XPRIN EXIT CY-5 - _WSTAVIALL x . e- � 15 � 7�* 'ffii�; pmdrIct I - appro vod as &sc7ftb4xl haxin, and has been d c6piod to ixinply with th-- Florid it B uildial; Code, 5) (�yclic Wind Prosmye Lioadiug per F13C, TAS 203-94 - MACRNE 1.94 �---� - 1.56
LCCK (ACMVE - �,�. d V I inuluding high Vclocit� HunicalieZone of the FlondaBading. Cc& I ���o �� -J ,
_
. _) AR-19R--�05-3pf 1 , ADAMS-RITE x I WK IVE'. 2 AR-1850-505-3PT ADAMS-RITE -E�-- ,� 21 g i -kd-up dr -wing steel imunimcial � � , \sCrElff 5.75
, - I along with mar dwitigs aiA installation diagimn of outs .
- p- 5�� I -\- 'I-,
-OCK KVIQATOR (AGT[VQ OPTIONAL AR-4089 I I ;O �-WE � - — [�� INDM1,OR Oqwg OPITOW,L AR-4089 ADA\IS-RffE -& - J , DMCARMON; Scries H164 3�O x 750 Sugle Commercial Fluldi Entry iftd Q&wWg Door with Morfiw d000. prepared by Certified Testing Laborarodes Inc., Tea Rq)orL No. CIT.A - SEE SHT 5 FDR Sm-L INSTALLATON ,5� \ !— MP. —
- i� F? I �� .4.
FLUSH BOLT (INAn FB- 1201 -VRM I I I PIT E--U' TION& x tf -VRM lf%TzMTIONAL -& P I Z i Luckwt 776%Q31 datcd W2OM signed and sealc�d by Rux*h Patol, P. E SECTION Q- VA)I. . DOOR SIDE
FLUS[ VQ .;;!:L!� X,U' (IW71W) FB- i 2011 L, I i .4PPROVAL DOCL73MENTt Dmwiing',Irs� 776W-2.. titlud `S�r% H16-4'fO'O,%iFlp,rIUChiL,��iii.g TR Murtixe I
FB- 12-31 -VRM -96 I INTERNAIIONAL x FLUSH MT (INACME) F13-1201-VRM-96 INTERNAMONAL -& 01� I -�6 � Lock`� glee" I djfoj1g1j8-a8- ��d tfy itariuffiaLifer, d4f,xl 05,'01102 �id,=,ision 'U'un 001104, zipicd C. CALC",ATIONS MORT11SC ..00KSET 1--� , I
PANIC STOP - - D- 1 3+-2 1 L x I PANIC STOP 0-134-2 1 . VIS, MWALL I x IR-0 -,�i I I I �-,... . . NOTFS
THRESHOLD — — . Rik-.-< � ! wida-Adod by CkWon Thomm, P, H.. bearing die -Miami -Dade County ProductCbrarol Approvalstarop with the 1. Anchor Caledatiorrs, ASTM-E 1300,and shuctural analyqis, daledOIAPAX. FALCON LM-SERIES I
x — -- .
-M — T11-57 — I VISTRIMALL . THRESHOLD -H 5-i 1 VISTAWALL x - PIP !; Notice of Acceptance number and approval date hy die. Miami -Dade Couary pmdact (�Oftaroi Ioivisioft, "aied, aipwd Bud sealerl by Gordon Thomas, P.li. - . � AL SEE SH-1.1 FOR LLEVATION, MATERIA:- AND SIZE
-
DOOR BOTTC SWEEP 15115/D120 2 VISTAVIALL x 3WEEP DI1B/DI20 2 — . - ML%UX IMPACT RATRqG. Large and Small Ninmile Impact CONTINUDUS HIN 2� SEE SHT.1 NOTE 2. FOR ANCHOR REQUIREMENTS 0
— - .- IZOR KWOM I/fSTAWPL- X --- '
CF11ONAL HNOE. O�'MNAL HINGE - v'A n D. QU A LITY ASSURANCE RY: -- �
TOP PIVOTS OP- , IN ERNATIONAL x TOP PIVIDTS (D 0 LABtL]ING. Each linit shaU bear a permanent label with d�e manufacnirees narne or logo, citylstate and HAGER 790-900 & 7�9-22/-11) ,,-,'SIX' 3. SEE S.HT- 5 FOR WALL CONSTRUMON ANCHORNC SYSTEM
2 INTLMAT60WL x ;�-- N L Miami Daft Bvildirkg Coft CovpliucQ Cfficc. (BCCO). 1.
.1 L - — r�- I followft statement 'Mmil-Dade County Noduct Cont" Appriyvd% unless ot1mvise noledhorcla, 2! STANLEY 561FD OPTIONS ANC INSTALLATIC,NN. ' S177S, JAME DEPTHS
-- — - ' '
- — -W-T� - I MAHIKAP FM-600 & H W-Ob . SEF SI-M 6 FOR AVAILABLE OPENNG I
NTERMIDIATE PIVOT M-f9 2 1 FJXON x TNTERMIMME PIVC7 1 2 RIMN x en filed and ihere has been no & MATERL4J, CERTff,ICATIONS
- . . I—- it i- Cq RRN FWAL of bs NOA still be considered after a renews! appilcation, has be Q)
I ,A QO SELECT SL11HD AN:]� SPECIFICATIONS
BOTrOM PNT OP-9 & 0:1-10 2 INTERNATIONAL x , BUITCM PfVDT - 2 INTERNAMCUL x �4 -tN i Obarw in the aWlitable blulding code, nalgatively affecting J-16 performarice of This Product, .1, See Itcrn 4 and 9 of Bill of Nlatarftds pagn I of 8 - "-�-�,-� FEMKO FM --SERIES 5. APPROVEn HARDWARE INSTALLATION IS PER
OPTIONAL THRESHOLD x I CONTIN -, 224 HD 1� — � MANUFACTURER'S INS1,411-MIONS
WINUOUS CEAR HNGE '224 HO _ 2 ROTON I US CLAR HAGE ROTON — x q �- I I TFRMINVY10N of this Na4, will occur after thate.Viration date or if dmohas beea a revision Or change in the k'l �-� (D
1 �1 -3 i , �rl �
' 7
—�— ITH-43 - I I VISTAWALL I x aPTIONAL -HRESHOLD !TH-43 i " I VSTOALL . - x I -� 43 !� W � Taldmaly., uv- andjor manalogtrac, of &-- product or process. Misuse, of this NOA as an eado-rsement of any F. STATFMFM',9 6. :-IEAD SEC -ION CAN HAVE 4" FA(;�' FJIM:-NSION 11MEN IT'S z
;;.: A� C\l ��.J � tcruirriate this NOA, I ailure to comlxly I , Stat0nield. IdILM Of CURfUnnMICe alld 110 finnICial interest, dated O(A004, signed by 1? 9a. L47CXSIDE
� uct� for sales. adverwsuig of arsy othex purposes &W "amatically (! ���-�-�,,,
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7/1' I %11 �: I 0
- -
- - -�--
1-1 - —
11 � - "2 -
�r il
11 I H/i 11', I �
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- i -11,
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ON D
-KSI
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AR _
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I I
I
I
I
I
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I
WCUUM SHM
M PROMMT I*OMMTM COWA14D ON TM %W
0 MOVM FM WORMTM OWY AS RMM- BY NOA-4
M STAM OF ROW& UM RXnM MM WPAS
MVE WT EN MMW BY If AW:*Ma OF 7
CA JIRWNT�' MNICA-1011
FILLE; FRAME -,nm RRID 1z-__5IWq J�C-I
AND at= WALL
14' _-X
4AII
N READ CF MICHUR
Tonk_- aDLT 14 HrAD
'r &:T 70TA; Do TU IAV
KAX I S7L&
Z)C IORS M 11-IMIR PER
X X 7' 1100W VAI,
01) EXPA1801 !)R 5710 3, x I woRs ANT& rfturl - Y 7' DOUR3 -!N"X
(3) SIM
HEA) is Dc,
_4 IV cc'.
4AX , -4EMl
-�CFYAR - q. or WWII IN READ (IF STM PAIL I
�NCHOR TV. STM OR TIP
,_REPER TO Ir VAY.J U7 __;; IF
ANCHLIR lil,, ANCH
WAR
_RIFM
SILL 11,SrALLAPON BEV& Stl, INS7ALLCO4 Dff.4L UL NSTAI! AWN, rIF TM
"�� ID ECT
W9E MA-1,DNRY ANCHDR ROU7 IVODD STUD ANCHOR S7Fn STUD ANCFCR
lr=-IN G'� LOCK -IN
(LOCK-14 OR WLD-N) 012 V3
(2) rf.R ANCIOR
0
VARE
MASONRY
:1-M 0
Pj um.�_ esi IIC MA� \ r x 1 _1/4�
WOOD STUD WALLS 4 'TOTAL PER NOTE 1.
�5 STEEL STUD INALLS
SEE NO`TE 1- A 5MOR
LAS IINT; MASO\Ry�� 9A) ANPROR (Eki
INTO
WOOD STUD WALL V4' X -'-3/4'
TAPCUN OR .-2 W� a mrl SEE S4T1 NOTE 7,
ItH X I 3/q.
61, M
W MAX
LTP! DESCRYTION
3ATE AP�ROV_D
I -
11 1 A?PROVAL BVCS_
C?/25 j
31 RV.%,'TSFTD RIP SUMTTAL
53/31/04
C R.EVIKD PER DC BC�11
C7/012-/04
FRI
1,'4
.
I WrFRITIR
JIOLT DI HUD I
MAL I TI)TAL ILT IN 4EM
law,
IIIAX
ts) W mla� I-, -
I'm �M�. _ , S x1r mi jb,
(3) DPANS" CR AUZ5 Tt Vl_ -75 3' X T' DO=
-Is � Mm. 11WOR3 OR
;LAO 30L (3) /1
W HFAa ij-w -C, I LW WL73
UU. IN WID
q OF MIS �,Of Wma MI
AIMM 7�1`. .".1 UD 12, Q_ MSTAUAPON
M$X OFIFIMI
0117mrso DMOR
1. wOOD 01� S-EEL STR)jCT1uRAL MEMBIERS
OF %WOD AND STE_rL -STUD W.A_LS
MUST BE DESMED TO CARRY AT'_EAST 320 1 IL
Ei" MI�IJAKN VITAL �al. WALLA700 )E'WL
LOAD, All,_� S_'iOULD BE W-11FED BY TlC� AFPRO�RIA�E
O�R�AAL
2. WJMBER OF ANCHORS FOR VARIO'_,5 OPENING i[EIGH-S
IS LJK'fl--D BY MAXMUIj DISTA�JCE EEWIFEN ANCHOR,%
LOCK D_ih SHOWN ON THIS SHEET.
-IN VELD -IN CK-IN
f
Ck INGERSTOLL-RANE '-MIMPANY
I�TEELCRAFT MFG.
"D17 RL _�tl DAa 45242
THM PNI JFI-MN DACE E70%&irf.
0 13"T,
YV 7 5fiflAri ANCH.OR DETA, MOUN NG CONDIT DNS -
VA x iy&, aN. ngmxw
1 3/9 X 5' W�'2' WK EUMHDIT -%--W &FACEj LAO 2VLT
OM I.Dulua-71 1/4r kt% 4PPRDVED FLAT
RM HEAD (51.Erl- AW110R)
4:10o Bloc RID WM C MJ 41 AN Uiok'
776 VV- 2 C
AUDD STUD WALLS
_T_
5EE NOTE 1. Elio. A.-PV - - --------
T.
AVAILAKE DOOR CCNFICU�\A-IONS
TABLE (SEE NO-E 1.)
DOOR TY:)E
CORE" MATERZIAL YIMUM OPEN NG SIZE SK N MATERIAL
k1_1A
PER SHT.'/ _�AJIDTH' HEIGH I_. DES.C-R. "_GA-1?AIN. TIIK
F L U-3 H
HONEYCOMB CRS. i
POLYSTVRENE SID' 7V 1 GALV
14/.057't
POLYUREIHANE
SIELL
STEEL STIF.-- ENED
ST
70'
1 6A 05.3"
STIFFENED
GALV
14/.067`
STAIN-ESS
HONEYCOMB
STAINLESS
STEEL
POL YSTYREKI-
31"
STF71[.
1 6/_053"
POL'URLIHANE
3 oll
TEIV-PERATURE
MINERAI Fl:�;F.R?
11
CRS
I
RISE CORE
GALV
14�/.067-
F M B OS S E: D
POLYSTYRENE/
PANELS
HONE -COMB
3
1
7 In.
CALV
AVAILABLE FRAME COINFIGURATIONS
rABLE 2- (S;-::-E NOTE 2.),
FM :A, =Y� Ij
MAKMUM 0�"ENING SIZE
FR AM -r- SERIES JAMB DEP-1- SIZE MATERIA'
JA TIB DEP-1--
VVID-H FE-fPIT DESCR. GA./�MIN. r-jK
4
16 053"
CRS/HRS
14/.067"
F
7'0"
�LV
S FAINLESS
16/.053"
3
STEEL
MU 5.75"
loll
7
CRS/H -IS
16/.053"
MIN.
1
GALV
14/.06 7"
TABIF 3.
CHS
ASTM Al 008
L-IRS
ASTM Al CY, i
GALV; A60
ASTV A924
-L., 3D4,306
S
ASTIV A240
MIN MUM YIELD STRENCTI-I 26.50OC PSI
-_NT TABS
T TO SL:;URE ASSEEMa-Y
'A
KD'
'KNO�
ASSEMBLY
0ELDED
WELDED
HEAD NOTCHED HEAD SITS ON -OP
AND BUTTED BETWEEN JAMBS OF N-0011-0 JAMBS
'SUA'
SE--L- AND A5ti�WE-DED
ASSEMBLY
SHT 1� 8
VTSTFIN'S
I. TR DATE
JA.S�Rk'TTON I AFPRF%IED
A APPP-31AL 0M
1 ___
RE'VIS4-l) FOr $UEI,9I;FTA! j 03/30/04
M
: b
tL'Id
NOTES;
1� DCOR CONSIRUCTION
1.i. mmmi�� rCDR THICKNESS - 1 3/4"
1-2. ')OORS A\/,AILAB--E IN F-AT AND EMBOSSED
SJRFACE MODD S 'SFF I'ARt F.11)
1.3. ALL COORS-, ARE FLUSH - IND LITES OR LUUVI-_�W3
A%I.AILAB-E
TIO
FRAME CONSTPLX -114
Ill, MIN MUM JAMB DEPTH - 5 3/4", 'z-:-FOP HEIGI-T - 5/8"
LT -USE
1-2. FRAMES AVAIL.A.3LE AS :71-1-SH (F-SE.Rlz_S) AND MU
(MU-SPRIFS) (S7E TABLE, 2)
3. FOR MA'I'FRIAL SPEDRIDATIONS REFERENICE Sr____ TABLE 3-
P-M. PADIM
fn I \�GFRSOL.!-- RAND COMPAklY
go., ' 11-17-L
S I` GNA� ; MFC.
50'7 Rd. CI-V-H 13H. 15�-a
T*MD TT'_K DADE rouNTY
_jqin� DO."R AND FR.AMF
nffm
utl�lw 11
ChTOED YM!� 6/m/02
AND rAATO`iA_ SMCS-
MICH PRES�;URE APPLICA71CWS
F
T li�
tu __
7 It SIN- 2
4?,VL _r --1.1
T 6 OF 8
U r c (Ailll SH
OB X 5/8 TRUSS
Mill TI-UFE* SERIE;_j
ASSEVIBLY
Ill I k N r t ILAD
2" M-H.
4' MAX,
0.625
!?4' 5-,
:5. IV,
MIN, VARY THIRD AW.,� FlWhSTTIM
DRON YhjF 1121AM
-4 %%`EAT-lr_RFT9jF-IKG DETAL
'VARY (A-L DIMENSIONS TYPICAL -diff5rW
EXCEPT 'WI4EN SPEOFIED)
HINCE JAMB S-MKF )AMB
!IATE APPR-3-11-EP
M-YiSI-D SUBMTTAL 0 111,! 3 0 0 4
RLVjST_D PI-R t:c=�o ::�vx /0 1
NGERSOLL-..--�AND COVPANY
STEELCRAI-T 4FG,
5*�Oh -W- :,O� W� 452�2
:)".DE COUNT'
110I, - ETA
N 0 ILS
AND WEATHERSTRIFe�,I!Nt-� ATTACHMENT
=CA 1: 'list-- F-WiME AIN'D WU FRAmE�;
jrctr
77 6'VV- 2 C,
-L
AUT00x) T SI IT 7 OF 8
3.91 1�?-9 13,9 SEE NOTE i
L Dr PArT L Son
1-1102 SECTION
EL NOTF 2,
zz-,� \
MAX. 075
FLEX OLE
SECTION
125 -F
SE NOTE 3.
�.AS-SEAL DOOR SWEEP
F
0,13
SOO-.
ZLRID IF, I'L 5CS SEPIES THRESH=
RENE BUMPER
WITI-- NEOP
r U4,50
0125
PFMKP 2005 SE:ZIES 'H-RESHOLO
-H SILICONE, VINYL
CA, PILL IZAL
0,25 -J
5,00
NA71ONx GAJARP 95(t SEPIES THRLSHOLD
VII-9-1 &LICONE, MNYL
OR N:OPRENL BUMPER.
FLEXIELr
3.74
SE:111-R f(-T D -
OA3 T
1- 4,00
-S-074
FELF-A:)j-iESVE
tiliEATHERSTIRIPPING
MI
`,I)A
40 NV93U "ACLERSIRFEr, SUIT�� 1603
Butt_WK� C.Mr. commmKc 0MCIS tuccm
ImmucT wNrRM. BlytSION fj I �%Mt, ri ORMA 331"-)43AL
p�)3-,5-201 F.kX(3IL5),7,,`x2
N(Yf IC F, OF AC-CPPTANCE
FGT Ind"Wes
I#70Tcc]molagyDdve
1`14omt% FL 342-715
ta
rules and ruga;a1mm
This NOA is being issued under the appi ic-b6 - govVium gthc uz�u cliis.
,,I by',Aiarni- Dade County Product CDAU01 DlivisiOn and aceeptOrt
'rhe docatawtutim 2,ubruiltod bas been M-Fi,
by I he 13,jrjrd of Rules and Appca I I; (HOR A) to be used i a Wliarn i badl COiWdV,,.d other w�as where nI I aw ed by
tho Autbority Raviag.latixlictian (AID), nAuc ott
3ball DO( be ,Tkd Idler the =Piratim, date stated bt�low. The 11,liami-DrIdc, C0119ty I` I C (FlIl
r than Miatni .1)ade County) Deserve It
Tsvi4wn (lit Iffiami Dado Cotarly) anillof the AHJ (in ams otbo the tigb 0
-t or matcriu I tested for q uA.Y assunt- Pupa sm, I r I his. Product ov naalerW fflIils to P-troul ill
bave this prode,
Lbe accepted. manner.. the numufauturer will imur the cxponsle of su& testing and dic AID imay immediatelv
wad4-, or suspend t1m xtqc of such prolftc eir ju, isdi�lon. 130RA -�va ale 119M
I or vaterial within rhe
to revolw, d63 accqbucc, if it i-, detcrinined by hfiRmi-Dade CQlJrd y ProdIx-1 Cfmtrol Divisinlfl that this PToduat Or
Thk product is uppmved herein, and I- beend-gnod the FlaridaBuilding Code.
uaing Ri& Velocity qurricaue 7-f-c or the Florida DAIding Code-
b3cl
Single Hung window- NJ.
ine 141
dated
th-, W-lismi-Dadle County ProilactVoilLm, A,_pw.al slamp wijh 1,40 Notice munberand aplmival
date by the kfiami-Dadc Counly PrDduct OontItca Division-
R IM PAC--f k Ajr I N C. - None
I AFIRLINQ Enh 41111 SWI I�eat wial tU Inanuramkofs name or lop, Vhy. state and
follownigstatentent; "Miarni-Dode Coamy ProduLL Control Approvod"I un1cis othotivise noWd herei'L
con Led nd 1&c has b- a
F1 a L " 11
chmp� in the applicable building v4y& negatively afllc� tht, P'Trarniame ,,f iia prIlducl-
man or clatInge inthe
b=a ra-0
of pnxcafi. IvIi,juse ofthisNOA as aaQ,&A-Stment C&HDY
[I fn= this WA a ae to cow
Fodud, fitr sales, advmfi". ornay othLv pV1pO1Ies,+aII aut0mu&% Y t= % - - -Fit Ply
apy-smijou ofiFAN NOAsliallbe carvac fhrW4MiVAi0n ArdroRlicIvat 0fNOA-
,with a h-dda Y1 oll W rI
ADVT�RTXSEMEXT: The.,K)A ntaIf_-u,7m-Jt:dbY tb -Ords Mimni-Dll&� a-4 V, I? , w f ow 'v
tk cxpiaticm date tray be displayed in advertiEing lituatute. IfiarTy portion ofthe NOA is dispiavol, then it alall
be done in its a4irety.
lKSPEMON- A wpy ofthis c4iioW0A Anti be pro�aded to the nwr by ffit maomfidurcr or it-' disu+uL"
Ist off ib c 13 u i Ming 0 Iffil C i 3.1 -
and shar-
pag 10,- out OD0d
This NOIA consist§ of thispabc I -a-d vldm, --uln nIcuti
111*1--
ftcetortpeCa)
KOA Na�"21IAM
Kpirntm I)stc inumary 26,2011
Appr*YM I)Pxte: J311712rY 2(� 2006
paglt 1
P �.Ittdq�rfivs
'NOTICE OF AC.C_FPTANC%- E�1DENcEmNuTrED
F3('_T_AS 202-94
6� Test reports on 1) Air InlitirWon Tutit, per
I;tatir, �kjr I-Oaditlg POT T' UC T,4LS 202-94
2) Uniform
3) water aftistance Test, per FBC: TAS 202-94
TAS 202-4�4
-Y FBC 1603
4) Fitced Entry Tes�L pl,
akxg With martkcd-up drwwkw and instal 1,3601) diagurn of aluminum sirt& hung,
No. FM-403, dated
Prepared by ywaqtratioa Teati niz Laboratory. Tes;t Rq1
()7.q)7/05� siguod and wvled by Eduardo LaqViaspada. P-E.
C. CALCULATIONS
ungly.5is, Prepared by Stmacturat Dem-i&M, 51,1�
Andiff Celculations, aW Structure]
dated 06iQ3K)5. signed and sealed by Farrokit Rasekh4 It.F.
h ASTM F
complies Wilt -1-1
W98
QUAL11YASSURANCIE
1. mismi Dadt Building Cod
e compliance offict; MCCO).
r- INIATFRIAL CERT(RCATIONS
1. None
F. STAMIENTS
Clark, P.E,
by Robert
2. .;Eatotrum, letter Orno flnWUja i9teyest, dOre(l 0q!26#)5, Siped aud sealed
L� Clark, P-E.
C.. UrHFR
I- Letter &DIndle, wnsaltarIt:dated D-mb-01,2005, statingthlittlIOPrOdoidis in
roniplifinee with the FlotiddBuildiugCod'. (FBC)�
- - -----
Radw Code cvraphance OFAM
"i'l.,-,
ji.D# NOA No 85-OWL03
F-10- _jc� janunry 2fN 2011
4,.proj inAuary 26, 20%
E-Z
R E V 1 0 N S
DESCRIPTION
APPRFIVAI DWC-i n-/2C,/331
SED FOR SUBM-TTAL 1 03/30/041
NOTES:
1- S' -Or 40CATIQNS MAY VARY WTH :)!FFEREIT DOOR WIDTH.
2. CODP SWl:LI1 HIG-) SECHON IS MADE Ol- PRO-F-AX #PD-199
POLYPROPYLENE HOMOPOLYMER
3. POOR SWEEP FLEXIBLE SECTION IS MADE OF SANTOPRENE F-01-73
7Z DURWIFT_-:� - SHORE A SCALE
ING-RS-L, -RAND CIOMPANY
STFF--CRAFT MFG.
9D17 F.�� Na 12-5,6L OH, 45Z4E
JAZE COMN
DATr DOOR ACCE55CRIES
UfI5,0. 20TTM, S*rEp
THRESHOLUS
AND
7k 1111T
77-W-
S--F 8 [IF 6
t" I AUTOCAD I
Y�. r �Indvqte�
'NOTICE OFACCEF`t_�NC_11: h\111DENCE
A. DRAIVWGS
1. N4anufaclurcrs- die dnwinF, and sections.
um. 11 do
1. 11W'In AN-
Non-Irapact, pl-epared by rnariufacturct, dated 10,41011 writh revision "F" dated
07.120105� sigud mid sededby Robert I- Clark, P.P.
& Tmsn
1, Taqt rcp=r on 1) Air Infiltration TeFt, pQr FRV� TAS
2) UjAfDrnj SlaUe Air Pruss- T'
lest, LoMing per FRCTAS 202-94
3) Water Resistat"reTed, Per FBC, TAS 202-94
�) r-orced Enixy Test, per FBC 36012 (h) and TAS 20
along with maiked_up drawings Wj jTj,,tajjv s a ant
_tjon diagram of W uminuin i gi- It *
jjjojjTea6jg Lal�oTatoryt Tcqt Report No. FfL10!� dKtod
prepared by pc"ItIstr
(y7,-0gf0j, 3jgnod and saed by Eduardo Larg e-9 -
-a pada, PX
2. T,�st jCpOrt%f)n 1) LIniform Static Air hemreTest, T-oading per 113C T-AS 202-94
2) iv ater Rw
stance Test, per VBC, TAS 202-94
3) Forct�d Fntry I"Iest, per FBC 33603,2 (b) aud,rAS 1.02-V4
along with muked-uP draWiTIDIRtId installation diagram ofalantinw %ingle ban&
eArstion -I*miijlg J_QhojaEory� Test RepoTtNo. FTT-4658. dated
prejydrud by ren
071-1905, rignedtmd ssetdod by FAuardo 1,argaospada. P.E.
-4. -rest repoy& un 1) UnifurmSltatic:_AitPr��Tvcst, I-Ayadingper F13C, TAS 202-94
--ith marked -up drawir4�s and ilista,12160n diagram ofaluminual singich-&
along vk
prepared by Fenestration Testing Laboratory. Test Report No. FTIA657, dated
O7i08/05,sjgnt:d and Realed by Eduardo 1,grg--pWa, TI-E,
4, Test reports on Air InfiltrationTeSt, ?ff F
_8C, TA S 202-94
7-) uniform static A ir Pressure Tces� Loading per FBC TAS -VI-94
3) Water Resistance Test, per FBC, TAS 202-94
4) porLed F,-nlryTegt por FUC 3603.2 kb) and TAS 202-94
ulong with inoTked-up cilawi r1gs and inStallati011 diagram Of i no g,
alummumsi lehim
-ation Tes
prepared by Fet� fing Labotatory, Te-q ItepOrt No � Fff,-Z�Ilili
0_,07�.05, signed andsealed bypduarda Lvgaw.,pad�% P�E.
S, 'iest.Tcpormon 1) Air InfiltrabonTeApef FBCTAS 202-94
,fvm Staticvr press= -ytst, LoMmig per 14BC TkS 202-94
2) U
i� Watcr.P
- ,asistattoD Test., pur FBC.TAS, 2(2-94
4:) rqrr�od Etdry Tost� per FBC 3603-2 (b) axid TAq 202-94
alOjIg widi tna&od-up dr&.,Fi ngs -1 installativa dingra mof alunjiman Sini
&. hinig:
4'd
prepared by Fenestmaon Testinm J-abordt TeA Report NO- FfL4654,
argaespakin, P.E.
O7�.-,Uj,()5,.qigned and sealed by RivandoL
- _4 �
Llr=,> F� G8=Ir4 N�L
I
Id L1 (;,MPIhM.6 luffim
D11-m.
NOA \9 054VZ&03
c.apirationElate.. january26,2011
MtL,;j"nary 26,206
GENERAL NOTES: NON -IMPACT SINGLE HUNG WINDOW
1� GLAZINQ OPTIONS: (SEE DETAILS ON SFEET2)
A. W 6. ANNEALED CLASS
8_3116'TEMPERED GLASS
C. 114r ANNEALED MASS
1). 1W TEMPERED CLASS
E. 13116" �.G., 1C ANNEALED OUTBOARD, AIR SPACE, 1&'ANNEALM INBOARD
R 13116- G., 4AP TEMPERED OUTBOARD, AIR SPACE, 1JB- TEMPERED k-41304RO
'I - ANNE-
0-13116 -G., 3110'ANNEALED OUTBOARD, AIR SPACF_ 3116 AMD INDOARL
H. 131113- 1-G., 3/16- TaUIPERED OUTBOARD, AIR S?AGE; a116- TeAPERED INBIDAFT,
3115'ANNEALED OUTBOARD, AIR SPACE, 1JV ANNEALED INBOARD
J, 13tlWI.G,.Nl6'TEMPERI--DOIJTBOARD,IURSP/�Cr-iiS"TEMPEREI)INE30ARD
2. CONFIGURATIONS: -OV (111, VIEW AND RADIUS TOP, ALL Wj LOW OR HIGH SIU_ OPTION)
3. DESIGN PRE-ISURF5; (SEE TABLES, SHEET$ 3.4 AND 5)
A. NEGATNE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E IWO-98.
B. POSITIVE DESIGN LOADS BASM ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-B8.
C. DESIGN PRESSURES LINDER 40 PSF ARE NOT APPLICABLE, IN MIAMI-DADE COUNTY.
4. ANCHORAGE- THE 33 11.10% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEM 10 THROUGH iS FOR ANCHORAGE DETAILS.
S. MIANII-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMNOADE AND WHERE IMPACT RESISTANCE 18 REQUIRED,
FRAME AND PANEL CORNEW SEALED WITH NARROW JOINT SIEALANT OR GASIT-T.
7. REFERENCE I ES I REPORTS; FTL4663, FTL46-54, FTL-46M, FTL-46M. FTL46b7 AW1 FTL-4659
8. SERIESNODEL DESIGNATION SH600, ALSO REFERRED TO AS SH701.
01- R - - -
-39 =OR 40 IrAl mom.
- GLASS BtTE
. ....... .
(i�_
0+
L_j__L_j
NOA DRAWING MAP
SHEET
GENERALNOTES . ........... I
C-LAnNG DETAILS. 2
DESIGN PRESSURES--. 3-5
ELEVATIONS ........... . . _-- 6
VERT. SECTIONS...-_.. 7
HOW SECTIORS�. 7
PARTSUST. ----
CORNrR
ANCHORAGE- ........ --------- 10-`13
r GENEFAL NOTES
�ASC-1,7. r
'XIE M
NOKMI U4 SLNGLE HUNG WINDOW, NOMMPAACT
ux.( "ag AL
NTS 1 113
WWR', Li�lt-
SHIM
L
I -aft- ANNEALED OR TEMPERED CLASS
3115" MONOLITHIC GLASS
36 THRU 9
SITE EXTMOR IWE
(ALL SECTIONS)
-1 1-1,14'ANNEALED OR TEMPERED GLASS
1/4" MONOLITHIC GLASS
V21 Nw.
GLASS; SITE
\2V
- - - I
OR 3,1ieA;;EALI5D OR TEMPERED GLASS
SPACE
OR 3JI6" ANNEALED OR TEMPERED GLA$S
:D CLASS
GLAZINGOETAILS
6.3
t40HOMS. F1 'AM
ALUM_ SINGLE HUNG WINDOW, NON -IMPACT RubW L. 04&*, P,E
P.O. w.lx -5v
F.11 2 13 4
DESIGN PRESSURES FOR MLAMI-DADE COUNTY (ASTM E 130"8) TABLE 1.
111i VANDOWS EQUIPPED WI HIGH $ILL OPTION
VaNww WINDOWHEIGHT
WIDTH
GLABSTYPE
2w,
38 31T,
44-
so SW
7r
14"
ZI
A
+W.
+60-0 1 -J20,0
+SD,O 1 -120,0
+-W.0 -120.0
+80,0 -04.6
4-7$.5 1 _7&5
+75.7 .1 -75.7
+73. 0 -7&0
19 its"
B. D. F. MI 1
+80.0 tou . 50
-
+N.O -150.0
-450.0
+80,0 .1%0
-+80.0 -1-55
+80
-M.",
+80.0 i -12u
+00-0 -119.5
CIG
450.0 1 -150.0
+80.0 1 A5010
42.
+8040 -131.8
+80.0 -04.6
+781 i
+76.7 .7,51
+7�&O -73.0
E, I
+W.O I _iSS.0
+80-0 -135.0
*8t).0 -JW-O
+80.0 -131.8
4sQ.0 -94.6
+78.6 -7&6
470.7 -75-7
+7&0 -730
A
+60.0 1 -120.0
.120.0
_4&-01 -1=
+8 0 IL11.0
480.1 -114.9
+N.9 -Mi
46S,2 -M2
+fJ3�6 1 11
21
B7 D, F, H, J
+661) 450.0
+W-O I -150�13
+80.0 1 4450�0
�2
+80 ,60 .0
+80A _4311.8
+B&D -112.8
+W.Q -1138,3
1
+80.0 1
j
CA
+au -150.0
+N.0 -150�0
+810 -IM-0
+80.0 -12A,3
+80.0 44.9
+8&9
+53.6 1 -63.6
__F__
E,
-;m-lo -1 T5:0-
+60-0 -13"
1 *W.0 -124-3
+80:0 -&-a
+6"
:�66,2
�36
A
*W 0 -1200
+N_O 1 -120.0
-NW.0 1 -117.4
1 +W.0 1 -9$3
+80.0 -Ma
4%.0 1 _M0
+5D.1 _58.1
-'56-4 -58-4
D, F.
+805; -1513:0
+30.0 1, -160.0
+W.0 ' 450.0
+W.0 1 -150.0
-1410-0 -131.9
4WA -10j.5
+00-13 -W-7
-feo.o a13
c,G
+8010 -m-
.
-TWO -1150;0
-Wo _1176
___ I
+150.0 : -isao
_;W0
_4002
*W.O ! -124.0
40" -KO
+M.0
+59,1 sa-1
+6&4 -8&4
E, I
+W.O 435.0
-
I
_100�9
+80.0 .80.0
482.0 1 -6U
+59A 1 _W 1
+5&? -50.4
A
+W.O 1 -120A
1 +fao -120.0
I _.
+80.0 -100.1
-W,D 1 -84.6
�WA -eg.4
+01-3 451.�
-AA _I -M a
466.0
37'
B, D, F, H. 1
+80.0 -15010
4-80.0 -1-50.0
-130 2 21
+M.0 1 -150-0
4-80-0 -131A)
+W.O I .100.3
+80.0 11 -942
+80 0 -4M_1 � _
-150 .0
4.8" 1 13S.6
+80. -T24-7
C
+W.8 -115-7
_W.
+60.0 0
+61.3 1 -61.3
+58.0 1 -W,0
-55�1)
E, 1
+801) .135.0
1-80.0 -Wo
+80.G 1 -91.3
1 +80.0 -57,7
+77.3 -77.3
+6"
A
+80-n I -15,n.0
I +e0.0 -115.4
1 +W.O 4 -91-0
1 +79-2 1 -79.2
+64.7 .64.7
+59.0 -5910
.9--' --57,9
+55.0 -55.0
-MEETING RAIL
X
NOTE: LOW SILL
LIVAIS -I I`H THE
OPTION ARE LthfiTED TO A
PosmvE DESIGN R;tEMRE
OF +64-o PSF OR LOWEER AS
SHOM IN TtJF- TABLE_
NIEGATIVIEDESIGN PRESSURES
ARE UNEFFEGTED.
1111], 1-1'* W.1 i7j
*1 lit
W All
wo I .. - I I
:K6, X, a
-M AT& i
IE
I
0
'R
>�
-a
CL
W
N
z
Cie
Uj
LLJ
0
LU
CID
co
4)
z
4)
Z5
0
4-ot
u
4-j
r-
(1)
y
1 $2
40
0
0
04
.I
W
I
EMN PRESSURES FOR MW&DADE COUNTY (ASTM E `1300-") TABLE 2.
TANDARD VIEW AND RADIUS TOP WNDOWS EQUIPM0 WI 1410H SILL OPTION
WIHDOWHSGHT OVER SASH HEIGHT
vmww 29 SM" 383lr 4C ar 74' 16"
WIDTH QLAes TYPE 1216MV isala, Isola, 2161101, 28114" 2913ilfio- 30 mr r Vie"
. MEETING RAIL
A
+ma 7725 75
*n.0 ' -1210
-.80.0 1 -120-0
+om I -12a.0
+w.0 1 -im.5
+bi.3 -of
+49-S -49.3
.7�- 5 1
7T7_5 -47.5
is Im"
S� D. F, H: J
+80�0 I -150�0
-'60'
-1 22-
+80.0 j - 500
_7EL �1_1417
+0_0 -ils'S
- +00,0 �1!�g
+8110 1 -1
C,G
4 0.0 1 -150,0
8
+8Q,0 460�0
?10 .1 .1
+80,0 -144.0
400.0 1
11
-F49-S .49.3
t475 1 4-7.6
HI
E� f
t8a.0 �135.0
+800 1 -1360
+80,0 1 -136,11
+110.0 -120A
+30.0 -998.
4-49,3 -1*.3
+42 1 --c' - 5
A
+86,0 -120.0
-80.0 1 -120.0
1:00.0 _,�120.0
-1 14�3
-+M-O-39.0'
+44A 44A
-,80.0
+44.4 -4+4
+4
Z411
51 D� F, H, j
+80.0 .150.0
-_ w5c. 0
-;80.0 -1-ma
I -an -160,0
+00-0 1 -ITO-0
-104.5
+aux
+80.c -9�
C,G
+8a.0 .150.4)
_±80.6
+80.0 -150.0
480.0 1 -1 0
+80,0 1 -130.4
+80.b , -911
44SA -4B.4
+44.4 -44.4
44Z6 -42.5
E, 1
480.0 -136.0
480.0 135-0
__4T0.0 -,,08.4
-+46.4 -46.4
4,44.4 1 -44-4
t42,6 -42.5
NLJ I t-':
A
+80.D A200
+80.0 A14.0
*80.0 ;1 -95.9
+80-0 -1 -83.9
+53.3 i -68-3
+44,6 -4.5
--+Z-2-1-422
440.0 40.0
32"
R, D, F. H, J
+80.0 -150.0
+80�0 1 -150.0
+80.0 -1W.0
1-80.0 -Isov
*Box ! -IU,3
-160.0 -Igo's
*80.0 -94,9__
+800 -90.0
__
V41ND01PIS WITH THE LOW SIIJ�.
C.G
480�0 -ISQ-0
+80.0 -150.0
+80.0 -132.4
+80.0 -1132
4meo�D 21
-44.6
+42.2 42.2
7450-
- -40.0
OPTION ARE LIMITED TO A,
E. 1
-f80.0 -129.1
48().0 -107.1
4-80,0 -99.6
+30-0 -M4
-75.9 11.1
__+44-6
+44_9 j 6
+491 -42-
�40.0 -40.0
POSITIVE DESIGN PRE35URE
z
OF +s4�0 PSF OR LOWE R AS
SHOWN IN THII: TABLE.
A
48010 1 -120.0
480.0 -mu
+8u-u -82.6
4:r2-8 -7m
�6211 7F
+448 1 -44.6
+42.2 2_2
+40.0 -40.0
9, D. F. 14, J
+80-0 1 -160-F
78070 T --15G.0
+W.0 46.0
F80.0 1 -1-31.6
48(3:0
7800 -04ju
+30.0 -90.0
NECATIVE DESta,! PRESSURES
C.0
+80.0 1 -150.0
+80.0 Amu
*60.0 1 -115.3
780.0
i
+77.3 i -77.3
-tA4_S -44.6
442.2 1 -412
+400 -40.0
ARE UNEFFEGYM,
E, 1
+80.0 , -112-8
+80.0 -90A
-80�O -06-7
;179-7 -1.70-7
-t-89.5 1 -69.6
+44.6 -44.8
+4"_ -42.2
A
480.0 -120.0
+80.0 -90.0
477 -77A
-,07.0 '. -87.0
1+-5
4,L8
442,2 1 -42.2
+40-0 1 -4Q,Q
13, D, F. H. j
+40.0 1 .150-0
+80.0 -150�0
�6,
+80 -1-50.0
4-80.0 1 -150.0
+8000 -131.5
+90.0 1 -1M3
+86.0 1 -94.9
480.0 1 -SOO
C.G
2 - 119-6
4110.1 -117.1
+80. 1 -1 -5
0 07
+ -0 -90-2
800
+72,ZI 1 -723
+44-6 44.6
4 -42.2 1 -42-2
-A0,0 -40.0
E, 1
8�O
no _jr
4_5
+80.0 -82.0
47&3 -70.3
+73.6 1 43_5
1+85.2 -65.2
+44.6 .44-6
+42.2 1 -42-2
W.0 -40-0
_A0.0
oswad�o
A
+80.0 -1200
+800 -84.6
4%A .69.1
-5-21
.2 '�:-4 L
72= '_2
B. 0, F. H, J
+80-0 -1 50A
+90-C -150.0
�80.13 1 -150.0
+8D_0
-1$1-2
+80.0 -100,3
04S
�suo
44'
C.G
+80-0 -123-7
t8G.0 -102A
460.0 1 -04.3
q-UDS -a0_2
+N.1 -66A
+44.6 -44.6
+442.2 1 -422
440.0 -40.0
E. 1
+80.0 -98.7
+7 .7
+70.2 -70.2
4615L -
-44.6
+42.2 1' 422
1 -14,0 1 -400
A
+13U.0 '
+80.0 -84.8
+601 -69.1
-�60.5 1 -00,5
-62.1 -521
1 444.5 1 -44.5
1 +422 -4-22
+40.0 - -40-0
48'
B. D, R H. J
4801) -15G.0
1
+80!0 -1423
+610 1 -128.7
+60,0 -114.7
+30.0 1 -10
480.0 '- -.94.0
+80.0 -90-11
C,G
+80.0 1 -111-1
+80.0 -ste
-,an -01 -83.5
+75X ; -75.0
+60.1 -80.1
+44.6
+42.2 1 42.2
+4aO -40.0
E, 1
480.0 i -93.0
466's .66.9
+62.9 1 .827r-
_V' �I-SV �
-53.6 -53.8
�44A 6
-421 �'-422
+40.0 -40.0
A
+80.0 1 -98.3
+71.3 i -71.3
+56.0 1 -66.0
449Z i -48.8
+42-9 -479
W2 1 -40,2
-+39.8 1 -39.8
.39.3 -sq-3
63118'. 1
B. 0. F. K J
-80.0 :.195 0 0
jE0.51 438A
t60 0 !, -124-9
460.0
+810 1 -113.2
+800 -968
+80.0 1 -92,2
+80 .0 1 -91.0
+80.0 -90.0
60.0 8.�
+80. -80A
+72
�154�4 -54.4
+40 �5i -46�5
+40.0 -40.0
�O�
4*00-D -9111
+59.2 -8&3
+54.3 7 -54.3
162.7 � -62.7
1 +49-7 -49-7
-t4l.0 1 -41.0
GLASSTYPES:
A. 3116"ANNEALED E. 13116"I.G., lig'ANNEAI ED, AIRSPACE, 1/T'ANNEALED 1. iWIVI.G., W6'ANNEALED, AIRSPACE, 1tr ANNEALED
8- 3116, TE16VIERED F_ 13116" I.G., If&- TEMPERED. AIR SPACE. IM' TEMPERED J. 13116" I.G.. 3116" TEMPERED, AJR SPACE, I W TEMPFERED
G.1WANNEALED G, 1311VI.G., Wis"ANNEALED, AIR SPACE, 31ITANNEALED
iD. IW TEMPERED H� 13116" I.G.. Vie" TEMPERED. AIR SPACE. 3A T TD&IEREI�
DESIGN PRESSURES, STANDARD VIE4W
WINDOW NCW-IMPACT
04%lt FL 342-M
�_bkl Eu.,
ALUM. 3IN2LE HUNG
1.11
`N7SI_1 --- 1,� 4Oa2-20
PE e_qg? I
DESIGN PRESSURES FOR MIi4A%DADE COUNTYJASTMI E 130"9,) TABLE 3.
CUSTOM VIEW AND RADUS TOP VWNDOWS EQUIPPED WI HIGH SILL OPTION
7750-w WIND=HiMHT
WIDTH
GLASS TYPE
25 wo,
39 3181
4C
so aw
0.
72-
74- 76"
1,176
A
+80.0 f -120A
+811Z -
:120.0
-51-s
74c&a 1 -49.3 s
--;k�7 . _,F__T7_i
19 1/8"
B. D,F. H. J
I
! 150.0
.....
+810 -150.0
+60.0 1 -150.0
1 -0 1 -150-0
4 -141A
-_
, , ;I o oo ca a
C.G
+80.0 -150,0
Lhu
*80.0 -ISO.*
+80-D 1 -90.9
+rz,u --v-9
4-SI.S -51.3
�49.3 -42.3 �41.$ -47.5
E. 1
-135.0
+8ND 11132.! -
+80.0 -120.8
+0.0 1 -90,0
51.3
+0.. -47.5
A
+80A -120.0
+80.0 1 -120.0
+00.0 -107.2
-IM.13 1 -87-3
+b8.6 I -6a,6
+L6.4 i 46A
q-44.� �44A �42.15 -42.5
247
B. D, F, H, J
+80,a -150.0
+80.0 -150-0
+B0.0
�80.o ! -150.0
+80.0 -132.0
+w.0 -104.5
+,60.0 -99'.9
c,G
+NA -150.0
+W�n -150.0
Ls "
+80�0 -14.
+80.0 1 -WA
t5a-6 -&8.6 -
+46.4 -46.4
+44A -44.4 �42.5 -424,
_1Z,76,
E. 1
-80.0 -136.4D
+00.0 -128,0
_,05 .8
+80 -,5,9
_�6.6
+40.4 i -415.4
j_-Z-5
U.4 t_:�'4K_4
-74-0 -0:-
A
480,C -120.0
480.0 45.5
+60.0 -80. 1
j -,66.8 1 -W,8
+40.3 -49.3
443.6 'A. 6
+42.2 42-2 �(O
B. D, F, H. J
*80.0 -160.0
+80.0 -160,0
-800 -1500
460.0 -1 So..n
+itb -4T�z
+80�0 -94-9 +8D.0 -9-J.0
321.
C
+80.G -
.0 -1 32.1
460�O I, -10�A
+8D.0 -87.6
+66.6 - .5
t44.0 -44.6
+42�2 -422 400.0 -40.0
E. I
-,W.E -1282
+w.0 -99.5
+80.0 -aox
-+73.0 -73-9
_65.9 -55.8
+44-6 1 44.6
142.2 4-2�2 +40.0 -4,10
_2!
G
+80.0 -150.0
+80.0 -150.0
+80.0 -1442
+800 -89.2
4-56.5 -66.5
+44.6 1 -44.6
+40.0 -40.0
�Dr.
+40.0 -120.0
*80.0 -82-4
+B9.2 -69.2
+60,6 -60A
+,01 -46,g.
+40-5 1 -40-6
40.6 '-4C,5 +4
�_11 H. 1
+80.0 -15o.0
+80.0 -150v
+60.0 .150.0
+90.0 -150.0
U.0 .118.3
+80.0 1 -100.3
+mo -,-x4.9 �e -
37-
ej
480.0 -150.0
+W_Q -114,9
-tao.0 -92.6
+75 U -75.8
.8 -52A
+44.6 -44.6
+42-2 -41.2 0. -4q.0
E, I
t80_0 112-9
+Su 1 -05.6
+T7.1 -77-1
+w.1 -88.1
4-51.9 -51,8
+446 -44.6
-42.2 1 -42�2
G
+80.0 -150.0
+8a.0 1 -T4-83
480.0 1 -124.6
+80.0 -84.1
+62.8 -62.8
+44.6 .44.6
--+42.2 i -422 +40-0 1 -40,0
A
+80-0 -1 .0
+75.7 -76.7
+G4.5 -64.5
-�58.4 -66A
7
1-392 , -39.2
+3�2 -902 +519.2 -39.2
B. D. F, J
+80.0 -160.0
+80.0 .150.0
�60.0 -160.0
+8b.0 450.0
�41
, .4
4-80.0 1 -U7.3
+80.0 -94.9 480.0 -90.0
4D"
0
+80.0 -142.6
+80.0 -107.1
480,0 -44.1
+70�8 -70.8
+612 1 _S1 �3
- "
_443
+42.2 -42-2 __ +40.0 -40-1)
E, 1
48NO.0 -104.6
478,2 -70.2
+7D_9 -70.9
t64.1 -54,1
+40.3 -49-3
�41 j
�42.2 _v>2 �40-0 1 -40-0
G
+80.0 -150.0
+80.0 -138.1
4610 -116-2
-+74.2 �74.2
4-51,3 -51-�
*4n1 -43.3
442.2 -422 +40 -4Q.0
A
+80-0 -120.0
+58,8 1 -06.8
+581 -58 1
+6117. -61.5
_+80A
241.5 -4tS
+37.7 -37j
+577 -37� 437.7 .3771
B, D, F� H, J
4-80,0 -150.0
+80-0 1 -1500
40-0 1 -160.0
-143,5
+80A 1 -112.4
480-a -0.8
+80,0 -53.0 +_P10'a -90.0
C.G
+110.0 1 -126.6
+80.0 j -96.3
-7
�&3
63.8 -53.8
-513.0 1 0.0
+41.7 -41.7
+01 1.7 44D.0 -40.0
+80.0 -%.1
+70.1 -70 .1
_+�76L.
+65.2 -6512
+463 -45.6
-40,0
A
-t80_0 AiSF7
+51.8 1 -.61.9
+52-6 Z19
;47.1 -47A
439.7 -3917
t36.0 1 -36.0
+36�0 -38-0 +16.0 -:m.0
B� D, F, H, J
480.0 -160.0
40.0 1 .1437
-SW; r-t_K:
+80.0 _1T5.8
.
"' 1
_' 80.0 -9 ;S
+800 -91.5 +80A 419.0
48"
+80-0 : --85.3
+70-3 -70.3
4-55.9 i -,%.g
_280-2
+48.0 4�8
+40-7 -40.7
4-40.7 407 -4410
E, 1
460.0 -93.1
+6ZEI I -62a
4-519 ! -52-9
+41 �9 41,9
*37.6 -37.8
+37.8 i -37.P +aTa -37.8
-150.0
460,0 -111.4
+00-0 -95-1
;4;7li ;47.
�55.9 -5519
+40.4 1 -49A
+40.7 -0.7
*AD-7 1 -40.7 40,F' -40-0
A
480.0 -100.6
+56.8 -S&A
11
-47-4
+36.8 i -36.8
_+a-/ --h.7
1033 -35..
8; D, F, H, J
+110.0 -150.0
-40,0 4
47i%_
_11te
�mo -108.6
+w
-90-0
53 w
C,G
+i;�O AD0.6
�74.4
-63-7
+43
10 -40.0 +40.0 1 -40.0
+B0.0 1
+54.3 -54.3
1 +528 1� -52�8
4,4113 -483
+38.0 1 -38.0
+342 1 _341
-4-34 1 73Z.2
GtASS TYPES -
A. 3116"ANNFALED E, I.V ANNEALED, AIR SPACE, IW ANNEALED 13118"I.G_ WITANNEALED, AIR SPACE, 118" AINNFALED
B. 1116'TEMPERED F_ i3llg- I-G., liff- TEMPERED, AIRSPACE, 118' TEMPERED J. 13116" I.G.- WIT'TEMPERED. AIR SPACE, IM"TEMPERED
C. IA` ANNEAL20 G. 311U'ANNEALED� AIR SPACE, 3116- ANNEALED
,D. IW TEMPERED H. 3!lV'TEMPERED, AIR SPACE, 31-ITTEMPERED
MEETING RAIL
-)c
H
NOTE:
WNDOWSWITH T'HIC LOW SILL
OPTION ARE LDAT5M- -10 A
Powwr= DESIGN IRE55URE
OF t64.0 PSF Or, LOWER AS
SHOVVN IN THE TABLE.
NEGATIVE DESIGN PRESSURE5
ARE UNEFFECTEED,
DESIGN PRESSURES CUST044 VIEVY
PD1 wx ImG ALUM. SIMSLE HUNG YVINDO W. NON -IMPACT
P, 34274 vl�b6 Htu-.
AfTs 1 .5 � 13 4ra2-2o
53 ItT MAX
WIDTH (ALL)
[_49&8'UA)LRXED_j� D__j
OLD (ALL)
A
SE LDLO 0 SEE I DL0 SEE D
TA13LE _j
TABLE C) TAB
7T AX_ "U. MAX
HEIII HT HMG14T HEI HT
Lq
t
SEE DL.0 313 71,16"
MAX t
TA13LE x SEE DLO E
SASH x
SEE DLO
(MAX) TABLE x N TA5LE
L - HOF
48 IM MAX.
VENT OLD (ALL)_ DETAIL B DETAIL C
DETAIL A VIEW (STANDARD SASH Rj�DIUS TOP (,7
RT
ANDARD Sj��H
F
DLO
&E SEE DLO
&tky- TABLE 0 76'MAX,
HT HEIGHT
L L
20' 20.
SEE SASH SEE OLD TABLE X SAS14
DLO TABLE
HEIGHT HOGHT
DETAIL D DETAIL E
VIEW (CUSTOM SASH) RADIUS TOP (CUSTqM SASH)
NOTES:
I ' SEE SHEET 7 FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
2 S EET 9 FOR CORNER DETAIL VIEWS
3* SEE SHEETS 10, 11 AND 12 FOR ANCHORACE INFORMATKMt
4. SEP SHEET 4 FOR STANDARD SASH HEIG�-TS_
=110=1 ELEVATIONS
r--&
FA
VERTICAL DAYMFT
OMNING - __
DETAIL
-FIXED LITE
-
LOW
BILL
M.4
SILL
34 314 a'
B
41 E19'
41 i
0
41 14'
40 70
5,-518,
5,-) 1 1mv
_i� IW�
52 ViW
DETAIL
LOW
SILL
HIGH
BILL
A
NAM"
-24 3116"
B
27 7116"
X7 10
C
27 7YIV'
2-1 Iff
D
16 10/v
15 1
E
16 3151
153w
FA-B rg 4
ALUM. SINGLE HUTJO WINOOVII, NCWV-1MFACT
-13 1 4(� 12�20 1 1
26 (SEE NOTE) 27 BALANCE PARTS USED
ON SASHS >40 LBS
INSIDE MAK VENT DAYUGHT OPENING
14 &
31
__j
j +
MAX 2,710"
FIXED
LITE1�_ I'll ----------
DAYLIGHT
OPENING '9-
25 -MAX. FIXED LITE DAYUGHT OPENING-
MAXWIDTH-
OUTSIDE
&10 _Z SECTION A -A
a 9 (9 15 6
BALANCE PARTG USED
ON SASHS <40 LBS
MAK @HEIGHT
IOUTWDE
VENT
DAYLIGHT
U�l `<J�u I
SECTION 13-13
LMY SILL SHOft
714,V5 I ��A_
NOTE: SWEEP LATCH LOCATED ON VENT CEKTERLINE OR OPTIONAL BOTTOM LOCKS LOCATED
INSIDE a" FROM EACH SIDE OF VENT.
n-. OUTSIDE
Q9 JLOTPI SILL)
(SEE NOTE)
U RALIFT
LT
ONLY
64-
ILL
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4 =65OR 66
(SEE NOTE) SECTION C-0
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E9 ULTRALIFT (HEAD DETAIL)
12 ONLY
ALTERNATE HIGH SILL
_SECTIONS
n, //---
nc,-_r ALUM. SINGLEHUNGWINDOWNON-IMPACT Roben L GW. P.E.
I - _ ' PC ba%712
I'llf.1 7 13 =1032120 stniclufat
SEALANT ALONG ENTIRE JOItCr
062 21
30
FLANGE FRAME HEAD
44002A, 6063-T6
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ALONG
03 W03f- SCREVY
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2.710 1 738 HEAD AND SILL
.062- =t__06A2 .490 .1411 j
LE f VIEW D-D VIEW E-E
f wi&vjEvjw� TOP SILL) (RADIUS TOP HEM ONLY)
SASH STOP SASH STOP COVER FRAME CORNER CONSTRUCTION
FLANGE FRAME JAMS 0 4Q25, M63-T5 107 mo53, m6345
(USED AS RADIUS TOR HEAL-)
4 1.165
[-2.279-1 AjmOctis-Acm
349
452 A
SASH SIDE RAIL
FIXED MEETING RAIL SASH TOP RAIL SASH BOTTOM RAIL ILCIW) 1,057
#4064A MHS�TS #4005C, 6d63HS-T6 000,-T6
T-05FT
062-- 1 309 GLAZING BEAD 3116�'QR 114" .585 -L _050
W1413,6063-TS
1.D97
$A46 GLAZING BEAD 13116" IG
$7,6063-T5
1-2.784 _w
W16" OR 114"
FLANGE FRAME BILL NKN11, '68 SASH BOTTOM RAIL (HIGH)
;*4WA, 6063-T5
#406DA.. 6063-T6 (USED Wf ORILL KM
S 6063-T5
Gw_1 _5�
EXMU-51ONS C,
\0MIMS, 14275
ALUM, SINGLE HUNG WINDOW, NON -IMPACT Rcbal Clark. PT,
P.O. Box 1520 PE 4J9712
140"wAiff. I-- wi- f3 4a32-20
FiC 7,14M5 I
ANCHORAGE BY GLASS
TYPE FOR I WINDOWS TABLE 6.
SUBSTRATE
WINDOWHEIGHT
ANCHOR TYPES!----
38 31r
_4,r_ I
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w
72!', 7*',
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TYPE
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314
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7' T4
2
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21 3
SPACING BASED ON THE FOLLOWING MAXtMIM 011111 SIO
HEAD - 15 1W FROM CORNERS
JAMBS ABOVE MEETING RAIL - 171[2" FROM TOP CORNERS
JAMBS BELOW MEETING RAIL - 151 FROM BOTTOM CORNERS AND O'BELOW MEETING RAIL
ANCHORS NOT REQUIRED IN BILL
GLASS TYPES:
A 3118"ANNEALED F. 13MV LGL, Va" TEMPERED- AIR SPACE, 118" TEMPERED
B. aria"TFAIPERED (3-13116' I.G_ &Iff'ANNEALED, AIR SPACE, 311V ANNEALED
C. i/4ANNFALFD H_ 13111TA-G., 3116"TEMPERF-D, AIR SPACE, 3116- TEMPERED
D. 1/4"TEMPERED L 3116"ANNEALED, AIR SPACE, IIV' ANNEALM
.E� 13116" I.G, Iff ANNEALED, AIR SPACE, IlIr ANNEALED - J_ 13M Er I.G., &16- TEMPERED, Al R SPACE, 118" TEMPERED
ANCHORAGE BY GLASS
TYPE FOR STANDARD VIEW AND RADIUS TOP WINDOWS TABLE6.
SU13STRATE_
ININDOWHEIGHT
9 314"
38 3W
44"
so sw
$31,
7z
74, 76"
ANCHOR TYP��
10
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SPACING BASED ON THE FOLLOWING WkXIMIPA DIMENSION&
HEAD - 16 112'FROM CORNERS
JAMBS ABOVE MEETING RAJL - 17112"FROM TOP CORNERSAND 25 10O.C.
JAMBS BELOW MEETING RAIL - 15- FROM BOTTOM CORNERS AND 6- BELOW MEETING RAJL
ANCHORS NOT REQUIRED W SILL
GLASS TYPES;
A. 3116"ANNEALED F. 13MIS" I.G, Iff TEMPERED, AIR SPACE, 118- TEMPERED
B.3/16'TEMPERED 0- 13116' I.G-, WIWANN EALED, AIR SPACE, 3M 15- ANNEALED
C. 1/4" ANNEALED H. 13116'1G, 3,16'TEMPERED, AIR SPAC��, 3li6'TEMPERED
D. 114" TEMPERED 1. 3116'ANNEALED, AIRSPACE, 1/8'ANNEALED
,L. 13116" I.G_, lff' ANNEALED. AIR SPACE, 118" ANNEALED J_ IN16- LG, 3116-TEMPERED, AIR SPACE.. IfTFMPERED
J079TEC-rrA1C0Y:1RV-z
P-0 Bm 150
lmo,*K. FL Iw,
ANCHORAGE N07ES:
1. ANCHORTYPES:
I - IW ELCOT APCOKS
2-114'ELCOS 4 Ex
3 � 912 SCREWS
2. INSTALL III VMDOWS IN MIAMI-DAVE CW'47'(PER
TABLES.
3. FOR wiNcOlIS INSTALLED OUTSIDE MIAMI-LIADE
COUNTY TO FULL DESIGN PRESSURE, USE 1W
TAPCONS. 1W S84 CRETE-FLE)(, OR M2 SCREW5
AT THE ANCHOR duAWITIES SPECIFIED IN TABLE 6
FOR GLASS TI(PE A AND ANCHOR TYPE I INSTALLED
IN CONCRETF_
4. ANCHOR QUANTITY KEY:
HFAD
JAMB ABOVE MTG- RAIL
JAMB 13ELOW MTG. RAIL
ANCHORAGE NOTES:
1. ANCHORTYPES:
I- 114,ELGOTAPCONS
2 - I1V ELCO S CRETE-FLEX
3 - 912 SCRIR'VS
2- INSTALL STANDARD VIEW AND RADIUS TOP
v4jNQcWS IN VtAMI-DADE COUNTY PER
TABLE G.
3, F:OR VM%DCVVS INSTALLED OUTSIDE MIAMI-DADI!
COUNTY TO FULL DEWN PRESSURE� USE `114'
TApcONS, 1147 SS4 CRETE-FLEX. OR 012 SCREW,
AT THE ANcti OR oUANT ITIE-3 SPECIFIED IN TABL
FOR GLASS TYPE A AN D AN CH OR TYPE 1 IN STAL
IN CONCRETE.
4. ANcHok QUANTITY KEY,
HEAD
JhMS ABOVE MTG. RAIL
JAIMB BELOW MTG. RAIL
..... .....
ANC140RAGE SPACING, STANDARD
ALUM. SINGLE HUNG MNDQW, NON -IMPACT Rubomi i. nuk, P.E
- - - ---r;;7 PEi�W,2
SH500 NTS 1 11 1 13 1 41132-20 S#ud
ANCHOR&GE BY OLASS
TYPE FOR CUSTOM VIEW AND RADIUS TQR.�� TABLE7.,
SUBSTRATE:
WINDOW HEIGW
29 3/4"
1 38 mr,
44"
so
72,74,74r
ANCHORT`YPES:_
70
10
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2
2
1 2
2
1 2
3
2
2 1
2
2
2
1 2
2
1 2
2
A, C.. E� G, 1
-Ff-jrz----T-2r3
-!TTj!TUj-Tr_+_'r'�
fl-29
Z' 2
-2frT
4 "
-3T'
3
0ACING BASED ON THE FFOLLCOWMW MA)aMM DIMENMNS;
HEAD - 18 1 tr FROM CORNERS
JAMBSADOVE MEETING RAIL - 17 1/2' FROM TOP.PCIRNERS AND 25 I/Z O,C�
JAMBS BELOW MEETING RAIL - WBELOW MEETING PAIL (16-MAX. FROM BOTTOM CORNERS)
ANCHORS NOT REQUIRED IN SILL
GLASS TYPES:
A. 3116"ANNEALED F. 13116" I.G_; 118" TEMPERED, AIR SPACE, 1187 TEMPERED
B. 3116"TEMPERED, G. 13116' I-G, W 6- ANNEALED, AIR SPACE, 3116- ANNEALED
G. Ile ANNEALED H� 131W I.G., _-M16' TEMPERED, AIR SPACE, 3/16- TEMPERED
D. IW TEMPERED 1. 13116" I.G., 3M 6� ANNEALED. AIR SPACE, ItrANNEALen
E. 1&16" I.G, 119'ANNEALED, AIR SPACE, 1111"ANNFALED J. 13t16" I.G_ 3116'TEMIPERED, AIR SPACE, 1W TEMPERED
'0", T___chNmwf9Fw._
\IDKUMM� -L912/4
PA goX IF99
W�Kr",% FL 34-WA
ANCHORAGE NOTES:
1. ANCHORTYPES.
I - IWELCO TAPGONS
2 - 114" ELCO SS4 CRFTE-FLEX
3-#126CRFWS
2. INSTALL CUSTOM VIEW AND RADIUS TOP
WINDOWS IN MIAIM-DADE COUNTY PER
TABLE 7-
3, FOR YONDOWS INSTALLED OUTSIDE MIAMI-DACE
COUNTY TO PULL DESIGN PRESSURr, USE 114"
TAFICON& 1W SS4 CRETE-FUr
X OR*i2SGREWS
AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE.7
FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED
IN CONCREI'e�
4. ANCHOR QUANTITY KEY-
HEAD-[
JAMB ABOVE MTa RAIL
JAMB BELOW MTG. RAIL
ANCHORAGE SPACING CUSTOM WEM
ALUM. SINGLE HUNG WINDOW, NON-4
P�
-AiTS 172 3 4=-�W
R.b.d L. Ltark. �.E.
f1L: AhS9712
snqkmg
DISMAJM
TFIE PRCCMT 1fCWMA-TM CMAM ON TM SHW:
IS ROVM FM If 4004ATM MY AS REQUM BY
TFIE STATE C* R(MA. RIESE RXTMES AM DETALS
HAVE NOT BEEN DEMM) �BY T1* ARCHTEICT.
m
AT&
w
r.
70c
1
Him-
M
dimmm
to
0
LL.
CL
0
U
z
r%
Ln
Cie
Lu
z
LLJ
u
L:
0
%4.-
Lu
Cie
to
u
0
cm
4)
z
u
4)
0
0
4-j
t:
u
4)
4)
u
z
40
a
0
Lm
'd
A
0
too
0 31:
ju .0
H
"0 cm
rl
SHOT
N -6
OA
OF 7
NOTES'
1- FOR CONCR= APPUCATIONS IN NIIAMI-DAI)E COUNTY, ME ONLY MIM11-1,A0,15 CCU`T`�
CONCRETE ANCHOR OR 14"SS4 CR,—
APPROVED VVELCO TAPCONS 15-FLEX MINIMUM DISTANCL FRMl
[-(SE!E NOTE 1) 2x W =001) BUCK —WOODANCHOR ANCHOR TO CONCRETE EDGij IS 2 VV�
.'SF
NOTE 3) (SCE NOTE 2)
(CONCRETE) 2. f:OR, CREW 0",
(WOOD) fKM AppUGA-n,3NS lN MW.A;_0_ADF -c;OUrM, USE 412 S S. 1;A`TAPC0I4S H
li4'SS4 CRETE-FLEX.
119, TED IN TNZ!�JEC�T!ONS �A THIS PAGE AS Ix ARE BUf'X`>'V,,M5E
MIN 3, WOW SUCKS DEPiC - CAN CZ
-k$ IS LESS THAN 1 if2'. Ix v4OOD BUCK$ ARE OPTIONAL IF U".11-1 N
TOTAL THIGMC,
112" -T
INSTALLED Dl*tTLy 10 SOL,111 ec%'-sIGpr� -L WOOD BUCK DEPIG AS 2xAq -I IT
OPTIONAL 1x S TFU:i
SUBSMTEOFW00 BUCKSTO E
WOOD SM"ICK THICK OR GREATEM INSTALLATION TOTHE
RISO CTKM
(SEE NOTE a) ENGINEERLJ BY OTHIERS OR AS APPRaVED 13Y AUTHORFTY HAVINGJU I
4.FOftAT�AC*t�WTOALIJMINUM:-fHr-NIAY-ZRJALSHA�LBE-ArAlt4W�tJMI�TPENC-i-H()-F
UCTURAL M2MAER SHALL BE
W63-T5 AND A MINIMUM OF IV THICV. THE ALUMINUM STF
MAX "'AJ OFASIZETOPIUNIDEFLI" Sljpp,)RTTD-a4.EWIMOWFRNAESIV�ILARI-,)I-K4T
SHIM SFMA Sfjt)WN IN THESE DETAILS FOR ZX WOOD BUGK$, THEANoHoRMALLSEA#12SHEET
DETAILA DErAIL B METAL SCREW WITH FULLEN43AGOMEN r;NT 0 THE ALLIMMUNIL IF THESE CRITERIA ARE
MET, THiE MSPECTNE DESIGN Pw_=W-� AND MCHMME SPACINC FOR TAPCONS
TYPIGAL HEAD ANGHORAGE MAY BE USED.
ocrmm IWMRIORF-'> 5. ANC41ORSARE NOT REQUIRED AT THE SILL
(BOTH HEAD DETAILS)
19'MAX 1W MAX. 1 Vr2l.
SHIM MIN. 81HIM—i MIN.
swim
CONCRETEANGHoR, WOOD ANCHOR,
7FH BELOW MEETING RAIL, FH BEL40W MEETING
RAfl_(_qZENOW2)
(SEE NOTE 1)
(CONCRETE OR CONCRETE BLOCK)
T2wVOOOD BUZ
L 1x BUCK OPTIONAL WITH SOLID CONCRETE (SEE NOTE 3)
SUBSTRATE (SEE NOTE 3)
DETAIL C PETAIL D
TYPICAL JAMB ANCHORAGE
(BOTH JAMB DF-AILS)
EXTERIOR
/ A��,
X
N_-,=S,F1_-927S
Rz. BOX 1�29
NOKO%V� FL SU14
AIL"U.1kMW COLIVW_ T-T.01tTOA
161[iTP 0-DADE FLAULER BUILLIVO
HU"ViG CtW_C0MK.T.'.KVV.�0MCF MCM) 140 VM T11-kCILERSTRENT, SUITE 160.3 ,
005)375-29D] FAX(3N3379-ZA1,
NOUCE OF ACCEPTANCE (NOA)
GAFAfitcriialsUorlt.
l_%1 Alps Rd.
Wayne, NJ 07470
SCOPE;
'This NOA is heing ixmu�d unsics dfik. applictIble rules and regulatious govenI7116 01C 115C Of COnStrUCtIOR mateXiMI-5-
ThL dm-weenjaukrasubmitted has been Linizwedby the Hem and-aempk-A by the Building Code and PwAuct
Review Committee to be used iaiMlayrfi Dtdc Couiny and othmareas whom allowed by the Aniihority Having
Jurisdiction (AHJ).
This NOA shW I not be valid aft& the egotation date stated bdovv, The. Ba.'O (In Mianaii Doe County) and/or
thc AH) i - in areas other than Mhuni Dade County) ieserve, Lhe right to have t1fis product or mstaW tested for
quality assuranco jptuposes. If this ptodtict ox Inwerial f6ts to perform, in the accepted ritaimer, the
wM mour the eApemn of Such testing and tho AW Emy immediately ievoluee. modify, ur Kuspund the use, of such
product or rmlerial within their Jurisdiction, BCCO xeserves tbg lighl, to rumlic d6s acceptaac,24 if it is
dao-rriined by UCCO tbat this product, or matetial fails to mmL ifid reqdircutcrits of the appjica� building code.
This ImIduct is approved as described herein, md bAs been devgned Lo cornply with the Fladda. Building Crdc�
including tbe-ElgliVelocity Hurricane Zone.
DEscRipTioN-. rooherrme PrmLiqw 3a
RENJEWAL ofthis.40A shall be considered after a renewal applivation has been tiled and there has hean no
chaW hi the applicable baflo ding code negadvely- affecdag (fie performance, of this proluct.
Ti,mvilINATFONuf this NOA will cucui afuerthe expkation: date, or if ttn= has bou-n. a revision a chainap in the
rnaterlal% UseanWor manufacture (IT Lhu pro�1 or prmfts� N"se of this NOA a an endorsement of any
produci� fta-%Aks, advortisifig or any ollierparposes shaffaLftntaticaflyterminac this NOA_ Fad= to comply
with tiny soction offlils.310A Aall because for termimation ansimmairval of -NO-A.
ADNTRTISE-MENT: Tile. NOA number prcccdcd by the words Mianti-Dade Courdy, Florida, and flaflowed try
thu expiration date may be displayed !R advertising literaijurr. If any Twn-tion of the NOA is displayed, then itsball
be done in its entirdy-
PNSPJEC`FI0N- A copy ol'this entim NOA shall ba provided to the- user by the mauufacturer or its distributors
and &MR be available for inspection at the jobsft ut the ncqueA Offt Building Offidal�
This NOA ienews md jevriss NOA -Akf�- 1211.02 and oatuists of pa-ges I through 4-
-1713e submitted documentaikn was reviewed biy Alex Tilgeia�
NOA Nw(17-W.12
Explation Date.- OV1112
Approval Date; 06IFZW
0 Pagelof,4
IiL LA",tANG
Cl ShingIN shall N tabc-1WAjak Illic Miami-Dadc Logo or olia. w-urding "Niianli-Dade: County
Product Control Afqymvcir'-
7.1
7.1.1 T46N.AiceatAcceplanca.
T.L2 Any Other documents i1equired by the Building Official or th5 applicable code, in order
tnpropatycvuimwth--i=aUafimofddssys=.
8. MANUFACTURIING PLANTS
&I Tairpa� FL
82 Nlidkm City, IN
&3 Mobile,7 AL
DKrAlt,A
AM& NGA Nu.07-05W.12
miphration Dawn 0=1112
Ka
Page 3 of 4
Za
JLUM, SINGLE Hi-ING WNDOW, NCV-1WAACT Rr&ALGI4kP,E-
�L — —i 6�1_11 I— — 1_; Ejusel.,
&� 171,fi%; 403V-26 st=tzaj
Roomr. Sysnwl: Ap PRoy,,,6L
Catewry: Roofing
SAL)-�Y- W3 IQ `�sp�mft ShingL,,
AfIat"islis Dimensional
Doelk Tyw
1. SCOPE
This iznm Tjmlv�thaePresticuoM. as mmificitied by'41z 1-4- uTials CLwpdestfibed in Sect' 2i�,t
this Notice
7- PRODUCT DESCRIPTIO'N
prod Divavissium TV I. i Product Deseritiflon
riudwake peestique 13 I1,-X Via" TA$ 11.0 Tzifrn-giass rciulbmml heavy weight asplaalt
30 ri�,d sMiigk with a Ismirrite piefik-
3. EVIDENCESUBAUTTED;
yvs'_Umcv� 1eqt Idenilrer Tost-NaMSffigort Ouie
ics, Inc, TAS 107 01NX4iW)3 (M113/94
Cculcr forAppluxt Enginnuring TAS 1.00 2579a9 t"P)l
Ctuter for Applied Engineering ASIM D3462 2579,89 05/1Y-97
PRIAspbalt Technologies. Inc. ASTM D3"2 GAi.*-:i0l-02-02 I i@2/05
M Asphalt Technologies, hic.. TAS I (to 0.4F4)44-W.-0I OV13/04
M Aspbalt Technolopm. Iuc� TAN I I KI (11AF- 10 1 -0 72�0 1 1 U09106
PRI Asphalt 11chruilogics, Inc. TAS IfK`Jr G-AF-116-02AU W3/2_3106
1.1derwriters Laboratories. Inc, TAS 107, 04NK(9273 0:JjMG4
tinderwriters T�hor�itrvieR, Inc. M raiii-wd ANTM D3 3 61 05CA42,340 1111110i
Underwriters Laboratories, Me. TAS W7 06N-X05159 081091016
Underwriters Lahoratmlc�q, Inc. ASTM D-VI62 WNK05159 ORMIN
4. 1ANITTAT]IONS
4.1 Fitc-classification isnot pod ofthis acceprence;rofertoa carrentkMovad Roofing Nlaterials
Directory fur fire ratings c& thri� product.
4J Rrullnuibeimallvdon rtmfmcartheights incxccssof33 ft.
4-3 _Ah prodw-ts� lis(W lt=inm1wl I have a quality assurance audit in accordance �Adi the Flmicu
Building Code and Rule 913-721 ofthe Florida,'Witim&Lumve Code-
S. INSWALLAITON
15.1 Shingles shall be installed incaniplumoc with Rooft Application Standard RAS 115,
53 Flashing 5hall be in accoukrice vidlit, Roofing App&adoa Slantlard HAS 115
5.3 The marmufachm sliall providr, clearly wattati applicaUm instmadans.
SA axposureand heirl nwrlimwo with Mini! 'A', awchc&
5-5 NailittgAiall be in oomlilionce.with Detoil'R'_ awtchaL
NOA No.;074507.11.
Eviration Daka M-1/1Z
Approval Dab: IIQW#7
U lWe2of4
D'ETAIEL B
2 71
Rakraso
Tape
V
Front Side qVlaximmi Stop 12:12)
Relea
Tape
fastaners 7�'
5-5
Ellis"
Front Side (maximum Slopa 21:12)
Tab Sea:ant
V2.
Back Side
F_ND OF TWS ACCIVI'VANCIK
NGA Nm:07-05WA2
ExlArsdion Date: W-,42.1111
.APproT#lViqor06rM17
PAgc4,,f4
W11TRO-DAIDE 1q.461.1114 FR M.DING
R17H,I)TINC COTIF COMPUANCU10FIFICE (SCU01 140 WEST FIALAAK SMMT. SUITF, 160
rRUDVCr "TVW. DMIOOI� MULM4 H.ORTIDA 33130,1563
NOTICE OFACCEPTANCE 2LOA
. k.Idiz.d
Alcoa Hnme ExUriors
260 Camphelil Road
Sidarm 0H 45365
SCOPC:
This NOA is bcing issucel under the applim.ble niles ond reguladonq goverabig the use oftorIstraction
materials, The doonnestatitmmubmitted ties been reviewed by lyliumi-Dado Courity Prodi= Control
Division and accepted k- the Board of Rules and Appeals (BORA) to be used in Miami Dade County mid
other arem where a] lowed by ifte Auhierity Having JuiWiation (AHJ).
This NGA shall not be,,-alid aflerho expiration dare stated Miatni-Dradc County Product ConL-ol
Division (In Miami Dade Cwnty) md.,kir tho AHJ (in aruis ud=r than h4tami Dade County) reserve the right
to have this product ur uniRxial tested for 4:rualiq- assurance purpuscg_ if this prodipa- or material faila to
perform in the accepted manner, the will incur 03 exIK-wical' such testing and the J".1 may
innueditudy revoke, modify, nr.TLT=d thc usu of.uch product or material within their jurlad Iction. BOK-k
rmi Tyc�i the righl to revoke this acceptaace� if it is determined by Miami Dade County Product Confi-ol
Di%ision that this produrl ov inalerial falls TO med the ne-quiremeals o r die applicable building oode. '11tis
product is approved as do—ribed bvyvin, and bass been &-signed se comply Nvilh iliz Florida I�Djjdjng (;ode,
including the High Velocky, llurricane Zone.
DESCRIPTION. Afrom Altuninam V-Gruvvt Solfit
AITROVAL DOCUMENT: Drawing No. SX-50-111, D-400192 & F-3004.14, tided "linstalletion. Design-,
Soffit and %.ffit. - 12"widu- Slipllook", dfaW imm, nUw and oqwm-
reApcetively, with last rovision on "MOS, prepared by Alone Building Products, signed and waled by
Allan N, Reeve, P,E,, beering the miunni-Dade County. PxoduotContral Revision stamp with The NOA
numborandexpiration
AUSSILE EMPACT ILATINQ None
LABELENIQ 1-tach comptinwit shall bear a Permanent WWI with the Manufactures name, or Ing"o, Vity! M10
and following suitetuent; 'Miarui-oade County Product Control Approval ur MDE`CA"_ unless admVeise
noted hcrein.
RENIlf-WAL orthii NOA %IWI. be considered idba a ierinval application has been, filerl and there IPS been
no change in the applicable Wiffing oadc negatively affecting the po ("Wo- ofthis product.
TIZW�MATXON ofthisNOA will occur after Ihv vxpiraflon dure or ifthere has b"n a revision or change
iii iM makrials, use, andior manufacture ofthe irroducl ur pruons. Misust of fin-s NOA as ari endars. Lmc-n(
of any product, for sales, advertising or arvy other purposes shat I a utinnatical ly terminate this W0A. Fiih=
to co�aply with any section oftiris, N_(JA gt�dl be mase for Termination and M, unval or -N-'O A�
ADV1:RT1SEAW`*T; The NOAL uumbcr preceded ky d te words Nitsm i-Dade CounIN F k�rida, arid followed
by the cxpiniioo date may be displayed in advertising literature. if any pinbon. of the NOA i.� diVlaved�
then it uhall be done in im entirety.
MSPECnON: A copy of this onfi ru NOA s hall be provided to the user b y thc inanufactoret Or it,
d istributors, and shal I be ovailab1c: fim- insTwudup at dw j ob 6JDD at the requeq of the Bdiftfing Official.
This NOA yevises NGA # 06-1191 .0h, an d consists o f this page 1, evidence pagp F, I � as "I] as the
approval dueument mentioned above,
The xubi-nittud documentation was reviewed by Carlas lk-1, UITtra, P.R.
N4>A No: 01-1026.01
Expintrou Mte: Nov�euiber 16, 2011
-Approval Dal'_- jV.V �% wis
Page I
WOOC R 00 F_ FRAM, ING
MAXIK,VrA SPACING
FA C 7,AC
'"-LS 3 "'" ZA '-A 1X*-1S-R&A CIK -
4`1q r- 1); S 1VV I- I A r E.4 cy
Go C-av z I'V;4
kvaoz�: S,_fF_r/
.0
,64 77 F_,V r4 - R-Re r JIC-j
Alcoa Home Exteriors
NOTICE OF A( CEPTANCE - EVIDENCE PAGE
A. DRAWNG
1. Draiving No-SK-511,4B, D-300182 &M-30802, titled -[Tistallation, Dmi6n� IZ� V-
Groove,'Ventilated Soffit and &ZA - 12" wide - S4 Look �', dated 0310809, 12.19V92 and
09.113,104 m�pcclivtky. with List revision an 04A WOk In-cpared by Alcoa Building Pmdtwtsz
sigrmd arid sealed byAllan N. Rwve� RIL
B. TFST
L Test report on 1) Uniform. Statie Air Pressure TcsL, Loading per FBC TAS- 202-94
2) Cyclic Vind Pressure Lowlijag per F8C,TAS 203-94
along with marked -up dravAngs and installation diagrarn ofthc Aluminum Soffit%
prepared byArchifeclutal Testinig, Inu., Teg Reports No. 75956.01409-19,75861-01-
109-19 and 75862.01-109-18, (all Revision 1,� dawd IM5.107, signed and sealed by
Michael D. Streinmel, P,E,
C. CALCLLATIONS
1. lnst�dlation.Anaiy&i.sofAluirdnum Soffits, pwpmvdby ILR_ Enjoccting Ino.,dated
012S108,slicem I through 4. signed and sealcd by Allan N. Rmwes, P-11
1). QIJAI,TTY ASSURANCR
1. Xtiami Dade Building Code Compliance Office M-C-0).
E. �MATEIUALL CERTIflICATIONS
1, None-
F. ST.VITMENTS
1. Code compliance statement issued by H.1 Ung-ineering, dai�ed 03,27/08, signed and
sealed by Allan N_ Reeves, PR
2. No linAticial interestleda issued by IL It Fagimcrin& dated 04,29108, signed and
sealed by Allan N. Reeves, P-b-
3. Code compliance sWements issued byArchitectural Tcs��% dated 1=5W, signed
and sealed by Michael 1). StrumnieL PX_
Q ()THER
1. Natire ufAccoi:Ftawe No. Of�-1101,06, issued to Alcoa Duilldin& PrGdLICAS. approved an
0 Ul 1/07 and expiring on 11116107.
ca NL Utrera, F.E.
Pr9dutt Coutr4l
NCIA Ifo: 07-102.&Of
E�piratjan Date, Novetab" 16,2011
Approvall. 14W June 5.2m
B-1
A1,414-1A'9
�0477��.7*Ar A
-7 -
/0' A4,vAIC �A/7491_6ck < 121" 44ONC 4-V1o'rAf
Nk"S A
J 0,1'NT AREA
12" DIA.
SHANK 3/5 DIA. �D.
1-4/2" LONG
8
GROOVE AREA
.10': DIA.
SHANK 3/16 DIA. HD.
2` LONG
A3
BATTEN
1 11
X 2" P.T.
SOUTHERN --PINE CONST.
GRAD- -
IMINWUM 1" X
2" CONS.
-RUCTION
GRA
rIDE
MIXED, SOUTHERN PINE OR EQUIV.
WOOD 3A7TEN
STRIPS.; C.-
To-rAL
.5
A MA A6
A 4-rIS 74 Af 7-
Nod",- -A A 4CYMN BA;rrjX1V
L
.84 rr,- W
PVA 4 1� '-FA-CIA
- , TPe-*—
_7
PAODU - L
�,L EA VE: 4- a Al G 7-'1/ OLIv A L S E C 7' 1 a N S'
ZA VE
PmPorty f.
6z&t� A le.
X� A�O4�4 20eir
_T_ Alcoa- Building Products
3 GROOVE NAIL WAS 1-1/4" LG-12/08 PART: INSTALLATION DESIGN
2 BATTEN WAS 2" X/ 2 2/08 DRAWING FOR ALL�,I. SOFFIT
I FILF NAM`-! SK50- D�WVN - DA-,F- 3/8/99
j3y- GAG
1. � V,
Date SCALD _ SK-50-1 B I
VIEW OF Q�,VFLQPrQ $HEET
+,Die
VIEW (A) 5X SCALE
4z e0z
6.00moo
PANT T
I f� 11113 SIOE .540 +/-,a3D
.365 00
ie=J A B WASHOUN. 7I-fis 51\13E
OU 01& HOLES
,7
1. UATUM ALLWINIUM ALIZY 3IC15-HI8
.0511
z co"GE.014 4:�r
.015IM(MG1921 G 121A1A17V2c.sWI2V2a0
.1622 TY.
3. De�ELOPED WIDTH 14.437 +/-.016 .
A..
LA --EST &=A PAINT SPECS TO APPLY ALLIMALURE 2000
PERFORATIM LAYOUT
3. S7ANCAND T, GES
- =81� 56,M +/-I" � RADUS
2 TIMES SCALE
.140 "DE X t= LON3
S-OTTUD, NAL HOLES
--I+ � F I
.010 _"O
2,t 0#p#r,?A. ;Zq&T
'T"G. TkWsVERSE BOW DOWIs - MAX .031,
,%,CAfjING.BUWM,FaPN11AW IA-. HARA.M.11CS
I BE M0ACEI04T
LIVNQ AN WtXu I�A AF&IWEL CORF11tWIL CW EVALIJAnON N. 001)_
8. TW 13E IN
P,joNTROOL gG
TI-E WM PESIM To
SI'Mi'ICATION AIhM 'FOLERANCES. I
KEY cKV09TERIViCs mE NGTED ar 0 Asrm-c
A CL* OF WNTROL AND CA-A3LE
10� ALL ASIDE RAM. TO BE .031 UNUSS ORtMINM seTED.
AAA,t� OMWr
.IWL5W- SvGN
P Pw 420144� SVSNM14-4
IWERIOR 6B PSF
AIZ 5V%12V20� SV3�2i.26
INTEFWR 44.4 PLT
+/-.030 __1
4 1
_R .052. EL"TFO HOLEs
87 L
MEW (Q) - 5X SCALE
SUP82SSXS 012018P (M. 17)
DISCLAIM
THE PRODUCT IIINFORMATION CONTANED ON THIIIS SHEET
0 PROVIDED FOR VIFORMATION ONLY AS REQUIIIRED BY1
THE STATE OF FLORIDA. THESE FDMJRES AND DETALS
HAVE NOT BEEN DESIGNED BY THE ARCHITECT
AL
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FGm NMW and Address
Gulf Coast Air
Systems, Inc.
5411 Comfort Dr.
Tampa, FL 33610
813 689-2082
A/C Duct
Shad
Layout
Dabs
2/02/2009
scde
1 /4" = V-0'
n
General Air Conditioning Notes
1. This installation to comply with the Florida Model Energy Code, Southern Mechanical Code and any local
code requirements, the mechanical contractor shall secure a mechanical permit from the governing authority
and be responsible for timely inspections of the mechanical work.
2. Ductwork to be fabricated from rigid fiberglass, with the clear dimensions stated
on the mechanical drawings. All supply air takeoffs shall have dampers to balance the airflow to the A/D
scheduled quantities. Identify the damper handles with 12" of "survey flag" to facilitate locating after ceiling is
installed. Ductwork to be R=6.0 or greater where in unconditioned space, R=4.3 in conditioned space;
outdoor air and exhaust air to be un-insulated metal duct. All duct to conform to UA181 standard. Rigid fiberglass
(R=6.0, 1 1/2" thickness) to be reinforced per the SMACNA schedule were the dimension exceeds 26", note
requirements differ between supply and return air, positive vs. negative pressure. Support rigid fiberglass
duct from 1" metal strap, flex support may be in nylon mesh.
3. Duct seam closure and wrap vapor barrier may be in either fiberglass fabric and mastic or duct tape. If duct
tape, the it MUST BE FASSON #0810 - ABSOLUTELY NO SUBSTITUTION!
4. Condensate drains to be in Schedule 40 PVC with a clean out located at the air handler and
a minimum 2 "
deep trap. CD line size to be 3/4" for all
systems. Provide "Armaflex"
type insulation (3/16"
thickness) on any
drain run overhead or where drain sweating
would damage the
structure. Condensate drains to
terminate at
a I$ green space". Provide a secondary drain
system, with aux.
drain pans on the horizontal air
handlers, run
outside and identified with red paint OR a
float switch system
is acceptable.
5. Horizontal air handlers to hang from top cord of roof trusses. Hung above rest rooms drop ceiling in meachanical room.
6. No smoke detector is required as AHU supply air is not greater than 2000 CFM.
7. Condensing units to rest on rubber vibration isolation pads, with a minimum height of 1/2", on concrete slabs.
The concrete slabs by the GC with the mechanical contractor responsible to coordinate the size allowing a
minimum 6" beyond the dimension of the condensing unit.
8. Refrigerant copper lines to be per schedule shown with condensing units, These size lines to have oxygen
purged with dry nitrogen before brazing to minimize scale. All systems to have 1/2" "Armaflex"' type insulation
applied to the suction line. ABSOLUTELY NO DUCT TAPE ON THE INSULATION, use "Preflex" glue on all
joints. Install liquid line filter drier on systems that do not have them factory installed.
9. Thermostat to be TRANE model TCONT602A, 2 heating / 1 cooling / off with fan switch type. Thermostat to be
located as shown at 54" AFF.
10. Thermostat wire to be minimum gauge 18 wire, with a minimum of one spare conductor in each jacket.
LESSOR GAUGE "THERMOSTAT" WIRE IS UNACCEPTABLE!
11. Set outdoor air dampers to quantities indicated on the air handler schedule to meet the requirements of
ASHRAE 62.1-2004. Air quantities are located on the air handler schedule.
12. Air conditioning equipment to have a one-year parts and labor warranty, with an additional warranty of four
years on the compressor by the unit manufacturer. Provide the owner with warranty papers at close out.
13. HVAC contractor to provide a test & balance report to the owner as part of the close out package. This report
to contain model / serial numbers of all mechanical equipment as well as the final balance report showing
airflow by diffuser. A calibrated "flow hood" with an experience technician is required to perform this work.
Contractor may employ a NEBB certified company to perform this work and provide the necessary report. Air
quantities to be balanced to within 10% of listed values. A report of vital system pressures, refrigerant and
duct static, temperatures and amperage readings to be included in this report.
EXHAUST
FANS
MARK
CFM
ESP
DUCT SIZE
REMARKS
EF-1
110
0.25
4-Rd,
NUTONE 672
NOTES,
1) SWITCH WITH LIGHT
2) 115/1/60, LESS THAN 2.5 AMPS.
3) 4' T-FIN UP TO ROOF CAP.
C/U HURRICANE TIE DOWN
NOT M SCAIX
Note: Condensing unit tie down to be as follows, use RM
CUTD Clip securd to a concrete slab with 1 eash J 14 x 1
1/2" screw and washer and 2-3/16* x 3/8" length to the
condensing unit. 4 Clips per condensing unit up to size 4'
x 4' x 4'.
The design meets the reqirements of the Florida Building
Code 2001, Chapter 301.13 Vind Resistance, ASCE 7-98
153 MPH and SBCC1.
This is for Ground Mounted unit or concrete roof deck Only.
00
00
4.11 5 00
)L
Flex
Duct
Closer
Detail
NOT
TO SCALE
*NOTE: T
BAR CEILING
NO SCREWS OR
SILICONE*
Outer core Flex
Nylon Strap, Masti & Glass Fab Outer Core to Box
I &
Nylon Strap Mastic Inter Core Flex to Collar
Collar
Tape Collar to Box _7zz::::�,,�Inter core Flex
WA
Pre. -Fab. Fiberglass Box R- 7,- -Nylon Strap
Grill crews
Drywall Grill
Seal Edge of Grill with Silicone
EQUIPMENT SCHEDULE
MARK
MARK
AHU#1 / GU#1
AHU#2 / CU#2
AHU#3 / CU#3
NOMINAL SIZE
TONS
3
2
3
SUPPLY AIR QUANTITY
CFM
1348
851
1216
OUTSIDE AIR QUANTITY
CFM
215
152
232
EXTERNAL STATIC PRESSURE
IN. H20
.5
.5
.5
CONDENSING MODEL NO.
-----
4TWR3036A
4TWR3024A
4TWR3036A
-UNIT
COND. UNIT OPERATING WEIGHT
LBS.
245
197
245
COND. UNIT DIMESIONS
HxWxD
370704
290200
370704
QTY. OF COMPRESSORS
1 1
1
1
COMPRESSOR POWER
V/O/HZ
240/1/60
240/1/60
240/1/60
COPRESSOR AMPACITY
RLA LRA
1 5.4 /83
9.4 /63
15.4/83
QTY. OF CONDENSER FANS
1
1
1
CONDENSER FAN H.P.
HP (EA.)
1/4
1/8
1/4
UNIT MIN. CIRCUIT AMPACITY
MCA
21
12
21
0
0
UNIT MAX. OVER CURRENT PROTEC11ON
MOC P
35
20
35
0
AIR HANDLER UNIT MODEL NO.
----
4TEC3F42C
4TEC3F3OB
4TEC3F42C
A.H.U. OPERATING WEIGHT
LBS.
150
125
150
A.H.U. DIMESIONS
HxWxD
52x23.5x2l
45x2l.5x2l
52x23.5x2l
TOTAL CAPACITY
MBH
36,200
23,400
36,200
SENSIBLE CAPACITY
MBH
25,340
16,380
25,340
ENTERING AIR
DB / WB
77 / 65
77 / 65
77 / 65
MIN. UNIT EFFICIENCY
----
13.00 SEER
13.00 SEER
13.00 SEER
FAN H.P.
BHP
1/2
1/3
1/2
TOTAL HEATING CAPACITY
MBH
33,200
22,400
33,200
Z
ENTERING AIR
DB
1 70
70
70
F-
<
Ld
POWER
V/O/HZ
240/1/60
1 240/1/60
240/1/60
1
X:
I HEATER SIZE
KW
4.80
1 4.80
1 4.80
1
NOTES:
1. BREAKERS TO BE HACR.
2. FURNISH FIVE YEAR COMPRESSOR WARRANTY.
3. PROVIDE 2 1/2- DEEP 24GA. GALV. SHEET METAL AUX. DRAIN PAN / EXTEND 3- BEYOND UNIT ON ALL SIDES.
4. PROVIDE FLOAT SWITCH TO SHUT DOWN SYSTEM UPON DETECTION OF WATER.
5. PROVIDE FILTERS AT AIR HANDLERS.
6. PROVIDE FIRE STATS IN ALL UNITS.
7. PROVIDE INSULTED SCH.40 PVC CONDENSTAE DRAIN LINES FROM AIR HANDLERS. RUN TO BLDG. EXTERIOR AND
DISCHARGE TO AN APPROVED PLANTING AREA, STORM DRAIN OR DRYWELL.
8. REFRIGERANT PIPING TO BE TYPE "L" COPPER WITH WROUGHT COPPER SOLDER FITTINGS. SILBRAZE JOINTS.
9. PROVIDE BAROMETRIC OUT DOOR DAMPERS.
10. GENERAL CONTRACTOR TO SUPPLY CONCRETE PADS.
10. TRANE IS BASE OF DESIGN.
Ashrae 62.1 - 2004 CaLcul,ation
Restrooms
3 x 50
150
Offices
(Area AHU#l)
1000 X 0.06
60
Offices
(People AHU#l)
7 x 15
105
Offices
(Area AHU#2)
700 x 0,06
42
Flf f ices
(People AHU#2)
4 x 15
60
nf f ices
(Area AHU#3)
950 x 0,06
57
Off ices
(Peop(e AHU#3)
5 x 15
75
Total
549
CFM
AIR DISTRIBUTION SCHEDULE
MARK
CFM
NECK SIZE
REMARKS
237
8"rd.
PRICE SPD-AS
120
6"rd.
PRICE SPD-AS
220
8 rd.
PRICE SPD-AS
192
8 rd.
PRICE SPD-AS
70
1 Ox6 (5"rd.)
AIRMATE CIELING GRILLE
147
6 tp rd.
PRICE SPD-AS
192
8 13, rd.
PRICE SPD-AS
205
8 $p rd.
PRICE SPD-AS
121
270
8"rd.
PRICE SPD-AS
0
250
8 $1 rd.
PRICE SPD-AS
0
166
6"rd.
PRICE SPD-AS
0
24xl 2
PRICE 80
19
- - -
24x24
PRICE 80
15
8x4 (4"rd.)
AIRMATE CIELING GRILLE IN MECH. ROOM
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Finn Mom wW Ad&aw
Gulf Coast Air
Systems, Inc.
5411 Comfort Dr.
Tampa, FIL 33610
813) 689-2082
A/C Duct '
Layout �M 2
Dde
2/02/2009
sccde
11� /4" = 1v -10
zt2l, 9
11