HomeMy WebLinkAbout3767 Correia Drr I , I 11'I T ILLL. P '-
ENGINEER'S NFITES:
1,
DESIGN WIND SPEED: 140 MPHult / 110 MPHasd , 3 sec
gust
PER ATC HAZARDS BY L❑CATI❑N
2,
RISK CATEGORY PER FBC 17 6TH
EDITI❑N Table 1604,5
: II
3,
EXPOSURE CATEGORY = "B"
4,
INTERNAL PRESSURE C❑EFFICIENT =
+/— 0,18 (ENCLOSED
BLDG)
5,
COMPONENTS & CLADDING DESIGN PRESSURES PER ASCE
7-10:
FIGURE 30,5-1
(R❑❑F)
ZONE 1b: +10/-21
psi
ZONE 2a: +10/-37
psi
ZONE 3a: +10/-55
psf
(WALLS)
ZONE 41a: +21/-23
psf
ZONE 51cl +21/-27
psf
GENERAL NOTES
BUSINESS GROUP B 393 SO FT/100 = 4 PEOPLE PER TABLE 100412 FBC
GROUP S LOW HAZARD 2007 SO FT/500 = 4 PEOPLE PER TABLE 100412 FBC
3 SUITES @ 2400 = 7200 SO FT
INTERIOR REQUIREMENTS
FLAME SPREAD/SMOKE DEV,—EXIT ACCE�S UNSPRK1 TYPE MB" FLAMESPREAD 26-75 SMOKE DEV. 0-450
FLAME SPREAD/SMOKE DEV,—EXIT AC ESS SPRK: TYPE "C" FLAMESPREAD 76-200 SMOKE DEV. 0-450
FLAME SPREAD/SMOKE DEV,—OTHER SPACES UNSPRK: TYPE "C" FLAMESPREAD 76-200 SMOKE DEV, 0-450
FLAME SPREAD/SMOKE DEV,—OTHER SPACES SPRKI TYPE "C" FLAMESPREAD 76-200 SMOKE DEV, 0-450
TABLE 803.11
INTERI❑R WALL AND CEILING FINISH REQUIREMENTS BY ❑CCUPANCYk
Z❑NING CLASS IFICATI❑N:
BUILDING AREA:7200 SQ,FT, TOTAL
BUILDING USE: BUSINESS
SPECIAL OCCUPANCY: N/A
GROUP: GROUP B
TYPE OF CONSTRUCTION: 3B
MIXED C❑NSTRUCTI❑N: N❑
BUILDING HEIGHT: <35'
SPRINKLED: NO
APPLICABLE BUILDING CODES
FLORIDA BUILDING CODE (FBC) 6th ed, BUILDING (2017)
FLORIDA BUILDING CODE (FBC) 6th ed, MECHANICAL (2017)
FLORIDA BUILDING CODE (FBC) 6th ed, ENERGY (2017)
FLORIDA BUILDING CODE (FBC) 6th ed, PLUMBING (2017)
FLORIDA FIRE PREVENTI❑N CODE 6th ed,(2017)
NATI❑NAL ELECTRICAL CODE, 2014 EDITI❑N
FLORIDA ACCESSIBILITY CODE 6th ed, (2017)
AMERICANS W/DISSABILITIES ACT (ADASAD), ed, (2010)
FIXTURES SHOWN MEET REQUIREMENTS
GROUP
SPRINKLERED
N❑NSPRINKLERED
Interior exit stairways and r
and exit passageways a, b
MpCsorridors and
enclosure for exit
access stairways
and ramps
Rooms and
enclosed
spaceg
Interior exit stairways
ramps and exit
passageways a, b
a6dr Idors and
enclosure for ex
access stairways
and ramps
Rooms and
t enclosed
spaces c
A-1 & A-2
B
B
C
A
A
Be
A-3f, A-41 A-5
B
B
C
A
A
C
B E, M, R-1
B
C
C
A
B
C
R-4
B
C
C
A
B
B
F
C
C
C
B
C
C
H
B
B
C9
A
A
B
I-1
B
C
C
A
B
B
I-2
B
B
B h.i
A
A
B
I-3
A
Ai
C
A
A
B
I-4
B
B
B h'i
A
A
B
R-2
C
C
C
B
B
C
R-3
C
C
C
C
C
C
S
C
C
C
B
B
C
U
No restrictions
No restrictions
For SI, 1 inch = 25,4 mm, 1 square foot = 0,0929 m2.
a,Class C interior finish materials shall be permitted for wainscotting or paneling of not more than 1,000 square feet of applied surface area in the grade
lobby where applied directly to a noncombustible base or over furring strips applied to a noncombustible base and fireblocked as required by Section 803,131
b,In other than Group I-3 occupancies In buildings less than three stories above grade plane, Class B Interior finish for nonsprinklered buildings and Class C
Interior finish for sprinklered buildings shall be permitted in interior exit stairways and ramps.
c,Requirements for rooms and enclosed spaces shall be based upon spaces enclosed by partitions. Where a fire -resistance rating is required for structural
elements, the enclosing partitions shall extend from the floor to the ceiling. Partitions that do not comply with this shall be considered enclosing spaces
and the rooms or spaces on both sides shalt be considered one. In determining the applicable requirements for rooms and enclosed spaces, the specific
occupancy thereof shall be the governing factor regardless of the group classification of the building or structure.
d,Lvbby areas In Group A-1, A-2 and A-3 occupancies shall not be less than Class B materials.
e,Class C interior finish materials shall be permitted In places of assembly with an occupant load of 300 persons or less.
f,For places of religious worship, wood used for ornamental purposes, trusses, paneling or chancel furnishing shall be permitted,
g,Clgss B material is required where the building exceeds two stories,
h,Class C Interior finish materials shalt be permitted In administrative spaces,
I,Class C Interior finish materials shall be permitted In rooms with a capacity of four persons or less,
,J,Class B materials shall be permitted as wainscotting extending not more than 48 Inches above the finished floor in corridors and exit access stairways and ramps,
k,FInish materials as provided for in other sections of this code,
(.Applies when protected by an automatic sprinkler system installed in accordance with Section 903,311 or 903,312,
INTERIOR FINISH SCHEDULE
INTERIOR FINISHES TO BE DETERMINED BY OWNER
RESTROOM FLOORS TO BE A NON ABORBENT MATERIAL
RESTROOM WALL TO BE A NON ABSORBENT MATERISL
MINIMUM 480 A.F.F.
GENERAL NOTES:
Tr EDITION
AN EXTERIOR VERi (:AI CHEMICAL BARRIER SHALL BE QN`,T LLE AFTER CONSTRUCTION I3
COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION) ANY SOILS DISTURBED AFTER THE
VERTICAL :3A1kIEFl IS APPLIED, SHALLE RE -TREATED
CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST i2 INCHES AWAY FROM TH9
BUILDING SIDEWALLS
.�NC�) ."�I ((II(`) t? iNCHE`� O� THE f3J�; (�)INC THIS SHaLL INCLUDE ALL GKA(�F STAKES i Jf� TRAP �O�XES
�r-+F DISTAr,CE FRO�.� THE EXTERIOR �'JA!_L C;OVERINI=(EXCEF''Tifi>NS F'A:NT A.NiI DEC.(�)RI�Ti'✓E
',LP,'FN' 1OuS FINISHES LESS 1 �AN >r� INCr1 THICK ADH�RE'.DJ DIRECTLY CO�NTOO Tr�E FO�1NnA-TION
WIND
BUILDINGDE_S:GNF h) I��) CONFORM 10 HS�;;f 11i�T, CHA S ([ R [D)2> THk'�J " F"ER �:�11 1 FLORI�i)H
fI_!�i ;DI�NC�- r-;�)TI WTIroj1* 17,1' IFI ORiDtiI E�TJ'C[D)1ti(10-C�7ODE*,TH FAOAIJIT ON SEPoll 11*1Z F F;, )I!, ,
ND DESIGN ASSUMPTIONS
BUILDING EXPOSURE "OSURE 8
BUILDING RISK CATEGORY 11
-
ME,,N ROOF HEIGHT W OR -LESS
HEIGHT 81 EXPOSURE THE ADJUSTMENT
COEFFICIENT = 1.0
ENCLOSED BUILDING
INTERNAL PRESSURE COEFFICIENT - 0h, 1,1
f1�V[�) S"I_FU) SHOV"�`N l.T THE E?01� C)ti� R:CHT
A��ITR�iCTURl1'h.�ENTS EXTERC?r
�"CAI-i S ANLD� INTERI�O)R'v"JA�_LS S�IALi ELF
COOrv1PONENT N CL1.,10)Fl: `FIND
E3UIL��NG
ZONE
LCOA���S
l .(�iF�1F ONE N T
LCO�a(D��141
EXTERIOR WINDOWS S o DOOR R ASSEM o UIES:
r�! i_ FX� l RIOR �b'INn;�)W � GI ASS DOORS SHAi I_ EsE �FSTED iN ACCORC�ANCF V"vlTl� �NSi A�,11�,� N4�,�;'Jii)A
';�)''SZ "rANCD)ARDS AND=�EAFZ,tiN a�r�,1A C�`R .�,1�P�f� �t�f3� L �;�ENTI�YINC) TF)F P."HN�F,�C'TURr<<
FFRFO :f`_1i�NCr C�;HARAC T ERiST1C'`:� f�N7 AF'F'F�COJVF_I� F'ROOnI�i-;T TESTING; FNl'rY
ALL 0111l I ;;DNS AM ADJACENT nO(i)RWNDDO'.^i ASSEMBLIESSHALL RE TESTED OR ENCINEF(lE, TOO
TRANSFER 1.5 T ".tFS THE DESIGN LOADS TO THE ROUGH OPENING SUF?STR;TE
INSTAL:, .ALL WINDOW is DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS
TO ACHIEVE THE DESIGN PRESSURES SPECIFIED.
SAFETY G L(i= M I I G a
IMF ��O)iJ-O',N�NG :�I-r'�LL F3� CCO}NSIID)F krh) S�'ECIFIC H!'�LF�F�I�OUS LOOCAI ION: FOR THE 'r'UFi�'�i)�`S CO)F
��L�:ZiN(. E'ER THE F�ORDA E�UL[D;ING COOnF RESiDENT�AL SFCTO`N F's3r��?
i � C�-�-"�NG �N S'�UINGING �OOORS. F�XF� F•�N[) SLILD)!NG Ff�N,_:LS OOF SLJG'N�; (►)CO�OOF�
�A,INC� !N ;;O;��RS tiNC�) FNC_;��SIIRES FOR HOOT TUQS vNIRi_�OOI S Sa,1N,�+S ` Trw';
f?O(J�.1:',P-,F�THTUf?S, AN(�) SHOv1'ERS GLA7ING IN ANY PORTILO�N OF A E3�'�LCiNG �^(ALL
ENCi O`�ING THESE C0�1F'ARTr�1EN rS `,N`-SERE THE LOTTO�1 FnGE OOF THE GI A71N� IS l ESS
-�-=i^,N c(i '`J(;HE< <'�1i'�!��'r T►1= �ItA�N Ni E"
,,_;) GLA."'NG iN AN INDDIVi�)UAL F'XLLD% OF: (�)P�RAE3LE PANEL ADJACENT A DC��C��R'r".`HFRE
I �1E NE-y(�,ES � '�/EK! :CAL � CTGE 'S J.'ITHi'��`2� INCH Rr;CD)IUS CO)r THE DOOR IN A
CL��JccCD� .�CO)5�:ON ANn'v'J�+(0)S- EOTTOr.1 EI�)GE �� LESS T�).AN .~C' iNC;HE> AEO`.'E�-F
FINiSI-�_(Dl �=1.00R ��)F'. `Ur1KING SVRFHr'.E
Gl A:'iNG iN AN INDI`✓iDUtL �'XED OR OF'E�AS_E PANEL CO)THER THAN � HOSE LC�)CAl IONS,
C(�NL'I I,O NS
Ai E'�:•'Ci)SE�D AF�E ,�� OF t1N INDDI`.%I[D�iJ�C i',1NE C;REr,TE_R Tr�AN � S(O; FT
E,I u`�,I T�i)r,1 E D.GF FSS THi;N , �N�«HrS ��E30\F THc ��_OiOfl
h') ONL OK ,,���� �.°�A[KING St)R�ACEs wTHI� ,�r, INCH�s �OR�ONrALLY �.� THE
FZEFt-I•Z Tr�� T�F FL(�)RiDA E�UIi_CD)IN:� COC�)F. r�EStDENTIA�� SECT ION ��.�1%�; F OR An��I�IONAI- ��<F �\S
THr'�i 'ttt�v �3E ,ERF�
I hereby certif y that I have reviewed this plan and found it to Ice in
compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition
David W, Smith, RE, # 3608
ENGINEER LICENCE #53608
JjVDEX S H T #
1, COVER
2, FLOOR PLAN
3, LIGHT PLAN
4, P❑WER PLAN
5, HVAC PLAN
6, FIRE SAFETY
7, UL SHEETS
PLAN
ALL WORK SHALL COMPLY WITH PREVAILING
CODES FLORIDA BUILDING CODE,
NATIONAL ELECTRIC CODE,
AND THE CITY OF ZEPHYRHILLS
ORDINANCES
YAW lXAI, ;i: 1% i?
P14RCEL: 19— 26— 22— 0010— 00000— 0130
CHANCEY PARTNERS
3767 CORREIA DR
ZEPHYRHILLS, FLORIDA
D.W. SMITH,M. S.,P.E. #53608
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
PROJECTS ENGINEERING CONSULTANT
9909 WALLAST❑N DRIVE-DADE CITY, FLORIDA 33525
PHONE:813-469-2289 E-MAIL: dwsflpe@earthllnk,net
RICK GOLLHARDT — DRAFTSMAN
813— 781— 3651
rgollhardti4tampabay. rr. com
COVER SHEET SHEET OF
1 OF 7
SCALE DATE JOB NO.
DO NOT SCALE 9 OCT 2020
DESIGN/DRAWN CHECKED 2020-1003
R. GOLLHARDT D.W.S.,p.e. 3767 #2
, F I ._"i1.._L"_ _ __ _ _
5
L
CONTINIOUS C—CHANNEL METAL TRACK
FASTEN WITH #8-18 WAFERHEAD FRAMIN
SCREWS IN EACH TRUSS CONNECTION
ROOF DECK
6' STEEL STUD 2 HOUR FIRE WALL
SEE U404 O
WALL TO HAVE R-19 INSULATION
�0
II
DOUBLE
LAYER, FULL
HEIGHT 5/8"
TYPE X
GYPSUM
BOARD ON
EACH SIDE OF
STUD WALL
PLAN VIEW
STUD BASE DETAIL
FRAMING NOTES:
1. LATERAL BRACING OF WALL MAY NOT BE REQUIRED ON COMPOSITE WALLS. CHECK
WITH LIMITING HEIGHT TABLES AND/OR DESIGN.
2. GYPSUM BOARD MUST BE APPLIED FULL HEIGHT IN THE VERTICAL ORIENTATION TO
EACH STUD FLANGE AND INSTALLED USING MINIMUM #6 TYPE S DRYWALL SCREWS
SPACED A MINIMUM OF 12" O.C. TO THE FRAMING MEMBERS.
3. ADDITIONAL WALL BLOCKING IS REQUIRED FOR THE SUPPORT OF ITEMS ATTACHED
TO FACE OF WALL. SEE WALL BACKING DETAILS.
6"' METAL STUD WALL
2 HOUR FIRE WALL
DETAIL A A
r.• CTP'P'I CTIIT) P I-If11112 P_TRE UAI I
ROOF DECK
(1) #10 SCREW
PER STUD FLANGE
0 �JJ METAL STEEL STUB @ 16" O.C.
ENLARGED CIRCLE "B"
2 LAYERS 5/8x
GYPSUM BD FASTEN 5/8x GYPSUM BOARD TO STEEL
STUD AND RUNpNEgR5 pW.ITH 1" DRYWALL
�kgEWJ,, SffEIN FIELDC. MAX ON EDGES
TYPICAL EACH SIDE
METAL STEEL STUD @ 16" O.C.
CONTINIOUS C-CHANNEL METAL TRACK
FASTEN WITH HILTI X-U UNIVERSAL
KNURLED -SHANK PAF'S @ 24" O.C.
(EMBEDMENT = 1 1 /4")
ATTACH 8' STEEL TRACK TO EACH STEEL
07IIT1 TAI LIAI I LITTU 0-40V".)/Al cMc AFTER
CEILING JOIST FRAMING PLAN
(1) #10 SCREW
PER STUD FLANGE
ENLARGED CIRCLE "All
6" METAL STUD WALL
(1) #10 SCRI
PER STUD FL
ABOVE)
CEILING JOIST DETAIL
ATTACH 8' STEEL J❑IST TO TOP
OF WALL WITH FRAMING CLIP WITH
2-#BX3/4' SMS AT STUD AND TOP
OF WALL
ATTACH 8' STEEL J❑IST TO TRACK
WITH 1-#8X3/4' SMS EACH SIDE
FENER
TO 8"
ARCED CIRCLE "C"
AL STEEL STUD @ 16" O.C.
(ALIGNED
ITH JOIST
ABOVE)
CONTINIOUS C-CHANNEL METAL TRACK
FASTEN WITH HILT] X-U UNIVERSAL
KNURLED -SHANK PAF'.§ 0 24" O.C.
(EMBEDMENT = 1 1/4')
ICRETE SLAB
ENLARGED CIRCLE "D"
WEB STIFFENER
0 SCREW TO 8"
GIST
EXISTING 14'X12' RIBBON FOOTER
EXISTING PAD FOOTERS
20
0' 0'
o'
SUITE A SUITE B I
STUD SCHEDULE
FLOOR
SIZE/SPACING
BOTTOM TRACK
TOP TRACK
BRIDGING
NOTE
1ST
p4,0CO3SI6T2 - 43D (T3p3)TR@g116K' TOP
AND BOM V/#12 SCREW
EACH FLAN E
44DOTD1E25(-�4432)(3p3), ATTACH
PAF ClqEMBED) 2 16' O.C,
40O TK507/8 3M 33GAP IP
�IA� OlA4E1� C(�A�A Lw/
IMPS�N SUBH @ EACH
STUD
17'-0' MAX
e
O60CC0S116-2�p-CH4E3D (T3p3)TRAICK TOP
AN)5 BOTT❑M W/#12 SCREW
EACH FLANGE
2
6T0p0 DECK W43 3p3), ATTACH
PAF Cl' EMBED) E 16' O.C.
60OT250RACK �/843M 33AX GAP SLIP
JRI FEgOLa4ER CyANNAJLW/
SIMgPS011N SUBH @ EACH
STUD
25'-0' MAX
STRUCTURAL STEEL CEILING 1
R-19 INSULATION HOUR FIRE RATED, SEE DETAIL L524
'� ATTACHED INSTALLATION SHEETS
3 5/B' STRUCTURAL STEEL HEADER
C
5/8' STRUCTURAL STEEL STUDS
AROPik RATED WALL SEE DETAIL
3 5/8' NON STRUCTURAL STEEL TRACK
H 1-#IOX1' SDS AT EACH SIDE
DITSTU
3068
404. WALL TO HAVE R-13 INSULATION
TYPICAL INTERIOR NON
RATED
LOAD BEARING WALL
566/8' NON STEEL STUDS
Qe yySTTRTHUHCTURAL
ATIEACH SIDEIOF WALL GYPSUM HD
D. C.
1'
CEILING TYPE GYPSUM BOARD
5/8x GYPSUM BOARD TYPICAL EACH SIDE
MIN R-13 INSULATION
3 5/8' STRUCTURAL STEEL TRACK
WITH 1-#10XI' SOS AT EACH SIDE
OF STUD
-3 5/8' STRUCTURAL STEEL STUDS
R 16' 0. C.
1 HOUR FIRE RATED WALL SEE DETAIL
U404. WALL TO HAVE R-13 INSULATION
3 5/13' STRUCTURAL STEEL TRACK
WITH 1-#lOX1' DS AT EACH SIDE
OF STUDS, SECU E WALL TO SLAB
WITH MASONRY SHOT PINS AT 16' 0. C.
EXISTING 6' THICK 3000# sl CONCRETE
WITH WIRE MESH OVER 6 MIL VISQUEEN AND
CLEAN COMPACT TERMITE TREADTED SOIL,
BUILDING CUT SECTION DETAIL
EXISTING STEEL COLUMN BEAM
EXISTING CEILING INSULATI❑N
FLOOR PLAN
EAVE HEIGHT @ REAR
EXISTING STEEL WALL PANEL
EXISTING WALL INSULATION
i `��I I EXISTING 14'X12' RIBBON FOOTER
I 1
I
EXISTING PAD FOOTERS
I
I hereby certify that I have reviewed this plan and found it to be in
compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition
David W. Smith, P.E. #53608
SUITE
A
2007
WAREHOUSE
393
❑FFICE/L❑BBY/RESTR❑❑M
= 2400
SUITE
B
2007
WAREHOUSE
393
❑FFICE/L❑BBY/RESTR❑❑M
= 4800
EXTERIOR DOOR AND WINDOW SCHEDULE
PLAN SIZE/TYPE FRAME HARDWARE
A 3/4'X7'0' GLASS STORE FRONT BRONZE ALUMINUM KEY CELINDER EXTERIOR
3' 0' X7' O' FIXED GLASS THUMMB TUURNRINTERIOR
LL
WIND PRESSURE +31. 38 -39. 37 IJJ FF��
U-VAL =, 45 M I N
SHGC = .35 MIN
B 12'0'X10'0' COMMERCIAL N/A TYPICAL HARDWARE
ROOL UP DOOR
WIND PRESSURE +30. 0 -36. 70
C 3'0'X7'0' FLUSH HOLLOW METAL STEEL ADA LEVER KEY LOCK
DOOR CLOSER
ADA LOW SILL
WIND PRESSURE +33. 63 -43. 86 3-4. 5 HINGES
INTERIOR DOOR SCHEDULE
PLAN
SIZE/TYPE
FRAME
HARDWARE
1
3/4'X7'0' FLUSH HOLLOW METAL
STEEL
ADA LEVER KEY LOCK
1 HOUR FIRE RATED
1 HOUR FIRE RATEE
DOOR CLOSER
ADA PW S&k
3-4. HIN SS
U-VAL = 35 MIN
R-VAL = 2. 85 MIN
2
3/4'X7'0' FLUSH HOLLOW METAL
STEEL
ADA LEVER PRIVACY LOCK
3-4. 5 HINGES
3
3'O'X7'0' FLUSH HOLLOW METAL
STEEL
ADA LEVER KEY LOCK
3-4. 5 HINGES
CHANCEY PARTNERS RICK GOLLHARDT — DRAFTSMAN
3761 CORREIA DR 813-781-3651
ZEPHYRHILLS, FLORIDA rgollhardt®tampabay.rr.com
D.W.SMITH,M.S.,P.E.#53608 FLOOR PLAN SHEET OF
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 2 OF 7
PROJECTS ENGINEERING CONSULTANT
9909 WALLAST❑N DRIVE-DADE CITY, FLORIDA 33525 SCALE DATE JOB NO,
Pr9f: 813-469-2289 E-NAIL: dwsf Ipe@enrtht Ink, net CO NOT SCALE 9 OCT 2020
DESIGN/DRAWN CHECKED 2020-1003
ENGINEER LICENCE #53608 R. COLLHARDT D.W.S.,p.e.
l L__ I i111
1 1111,119, _�L
ELECTRICAL SPECIFICATIONS
1.1 SCOPE
A. WORK INCLUDED: Include the following Wo►k in addition to iteme needy part of this Ssctime
01 Wiring for lighting and power.
02 Installation of 11"V fixtures with lamps.
03 Lighting panelboards and distribution ponsiboords.
04 Connection of equipment shown.
05 Control wiring.
08 Disconnection and removal of existing fixtures and wkkg not to be mead.
1.2 MINIMUM COMPLIANCE STANDARDS
A. AN work shall be done In accordance with the requksmerrb of the foNowkW
01 Florida Building Cade Sixth Edition (2017).
02 Florida Building Code — Electrical Conservation Sixth Edition (2017). Section C405.
03 2014 lows of the National Electrical Code (NFPA 70).
04 AN Receptacle Control to conform to ASHRAE Standard 90.1. 8.4.2. 2010.
05 Miring In Patient Cam Areas sholl comply with NEC 517.
08 Other applicable NFPA Codes.
07 Regulation of local outhoritles having JurledloUom
B. Furnish and Install all labor, natotal and equlprne►t and services necessary for compleb and
soh installation of the electrical system Indicated on the drowkhgs and noted In the
specMtoatlone hereinafter. Electrical systsrrhe and equipment shall In general include the following:
01 Gensrd prodNom for electrical work.
02 Mliring, distribution equipment and devices.
03 Ughthq fixtures and lamps.
04 Grounding systern.
1.3 GENERAL PROVISIONS FOR ELECTRICAL WORK
A. DRAWN=- Elea4ted drawings considered diagrammatic and Indicate general arrangement of work
and systerm. Refer to ather drawings to verify Wootton of equipment, etc. Check drawings of
other trodee to verify exact space condition or underground Ones. Drawing Scales prohibit the
Indication of all offeeb, flttbgr and occesaarles required. however these Rena will be
provided by this subcontractor at no extra cast to the owner.
B. QUALITY OF MATERIALS: New, best of their respective Wnd, free from defeats, and listed by
Underwriter's Laboratories. Inc. or bearing their label.
C. SHOP DRAWINGS. Submit four (4) copies of shop d owkngs for lighting fixtures and ponelboards.
Obtain approval before equipment is ordered. built or Installed
D. EXCAVATION AND BACKFNIJNG: Excavate, backfill and restore surfaces for all electrical work.
E. Visit alb and inspect existing fociNtles before bid in order to ensus proper evaluation of
wai kh conditions and location of existing equipmenM
1.4 WOW. DISTRIBUTION EQUIPMENT AND DEVICES
A. CONDUCTORS: Copper. In accordance with ASTM Standards. size references AWL. Conductors No. 10 and
smaller she solid. No. 8 and larger stranded. Insulation of conductor thermoplastic. type THHN
(min. she: No. 12) any wire installed outside, underground, in skhbs. or exposed to moisture
shall have THWN insulation.
B. RACEWAYS: RICID STEEL CONDUIT. full weight pipe golvahhed. Wedded. and minimum 1/2 Inch except
as noted or required for wiring. ELECTRICAL METALLIC TUBING (BM. thin wait pips. gdvandted. threadless,
commselorh fittings. and minimum 1/2" except as noted or required for wiring. FLEXIBLE STEEL CONDUIT,
continuous ekgWob* galvanised, and minimum 1/2- Wn except as noted or required for wking. PVC
CONDUIT, heavy duly tyiw she as Indicated. Separate raceways shall be used for each voltage system.
Type AC or MC Cable where permitted.
C. DISCONNECT SMOTCHE& General Duty, horsepower rated for motor Wade 800 or 250 volt rating, fused
or non—fussd as notsd: number of poles as indicated, cover Interlocked with ew114 Enclowre
NEMA 1 for Wear use and NEMA 3R for weatherproof applications. Switch to be Square 'D" or equal.
D. CIRCUIT BREAKERS: Moiled care. thermal —magnetic quick—makt, qutok—break. bolt —on We with
manually operated inwiated trip —Tres handle. Multi —pole types with Internal common trip bar.
Terminate suitable for copper or aluminum conductors. Interrupting capacity minimum 10.000 RMS
symmetrical amperes circult breaksm to be Square V or equal, type as required.
E. PANELBOARDS: Voltage. phasing and ampere ratings as indicated. circuit breaker type as Indicated,
busbam of hand drawn capper. minimum 96% conductivitygalvanized steel back box. door and trim.
AN comers topped and welded, hardware chrome plated with flush Wok and catch. Hinges *emt—
conceded. 5 knuckle steel with nonferrous pins. 180 degree opening@. Mkrtmun gutter space 5-
31e rides, top and bottem. Increase she where required by code. Directory holder complete
with dear pketic transparent cover Mdioa&g typewritten NA of feeder cables, conduit sins,
circuit numbers. outlets of equipment supplied. and their location. Circuit breaker typs
pan boards to be Square "D- type NQOD or 1-0e, or equal. A plastic label shall be lactated on exte for of
panelboard Identifykg the "stern voltage. phase. and current rating.
F. MIRING DEVICES: AN devices the product of the same maewhehmr. Wall switches single pole, 20
ampere, 120 volt. Wait switches thm*—way. 20ampen, 120 volt. Receptacles duplex, 2 wire: 3
pole grounded, 20 ampere. 120 volt.
0. DEVICE PLATES: Provide for all outlets whore devices are Installed. Provide engraved markkg for
*pedal outlets. Provide blank plates for empty or future outlet boxes. DEVICE AND DEVICE PLATES
COLORS TO BE VERIFIED WITH INTERIOR DESIGNER AND OWNER.
1.5 L.WTNIG FIXTURES AND LAMPS
A. Furnish and Install complete system of lighting fixtures, lamps, accessories and supports as
specified and Indicated. SubmWAW of equal quality are allowed.
1.6 GROUNDING SYSTEM
A. EQUIPMENT: pound non—durrent carrying metal parts of pandboord. raceways and oil fighting
- fixtures. AN aondul is shall have equipment grounding conductors.
1.7 INSTALLATION
A. Secure all supports to building structure. Support horizontal num
of metallic conduit not more than 10 rest apart. Run exposed raceways paaild with or at right
angles to walls.
8. Pace raceways over water, steam or other piping when pull boxes are not required. No raceway
within 3 Inches of steam or hot water pipw or appliances, except crosdngs where r*assay @hall
be at least 2 Inches from pipe cover.
C. Cut conduit ends square, ream smooth. Point male threads of field threaded condult with graphite
base pipe compound. Draw up tight with conduit ooup&W
D. Leave wire sufficiently long to permit mcMig final connections. in raceways over 50 Test In
which wiring Is not Installed. furnish pull wire.
E Verify kootlone of outlet and awltd► w
F. Support pans. junction and pull boxes Indspendently to building structure with no weight bearing
on oondulte.
G. Connect condult to motor conduit brminal boxes with flexible conduit: minimum 18 Inches In
length and 50% dock. Do not terminate in or fasten raceways to motor foundation.
H. Contractor to remove and salvage all abandoned elecblcal sguiment.
1. This contractor shall *wmnt all labor and materials for one year from dote of fled written
acceptance.
J. Owner assumes responsibility to do periodic maintenance on all Aluminum Wire Connections and wig
provide a signed letter to attest to this agreement.
K. Contractor will provide to the Building Owner. within 30 days after the dab of the system acceptance. record
drewk.gs of the actual installation Documents and Manuals per C405.8.4
L Contractor loll provide construction documents that certify lighting contrals mest performance alto of
Section C405 of the Florida BuNft Cods Sixth Edition (=7) Energy Conservation, and provided to the
Building Owners within 90 days of mosipt of the Cortifieate of Occupancy per C408.3.2 of the same code.
1.8 LOW VOLTAGE
A. Low Voltage wiring drawings to be provided by allmm
ELECTRICAL SYMBOLS
SM — MANUAL. MOTOR STARTER SIZED AS REQUIRED
S3D— 3—WAY SINGLE POLE DIMMER SWITCH (O-1OV OR LINE VOLT. AS REQUIRED)
SD — SIIOLE POLE DIMMER SNITCH (0-10V OR LINE VOLTAGE AS REQUIRED)
Sap— 3—WAY SINGLE POLE TOGGLE SWIM W/PILOT LIGHT
S — SINGLE POLE TOGGLE SWITCH
S3 — 3—WAY SMKNLE POLE TOGGLE SWITCH
So — -a/b- INDICATES LIMS TO BE SWITXM
G.,b — OCCUPANCY SENSOR W/iWO LEVELS OF LIGHTING LINE VOLTAGE
— TIME CLACK MENDE SWITCH (MAX. 2 HR)
m — LINE VOLTAGE WALL MOUNTED OCCUPANCY SENSOR
® — LINE VOLTAGE COLING MOUNTED OCCUPANCY SENSOR
0 — LINE VOLTAGE CEILING MOUNTED OCCUPANCY SENSOR (LARGE RESTROOMS)
® — LINE VOLTAGE WALL MOUNTED OCCUPANCY SENSOR (SMALL RESTROOMs)
® — LE MOI.E_YILALL.MOUNiED OCCUPANCY SENSOR W/2 LIGHT CONTROL.
® — (WALL MOUNTED OCCUPANCY SENSOR (CLOSETS)
m — WALL MOUNTED DIMMABLE OCCUP44M SENSOR
VERIFY LINE VOLTAGE OR 0-10V
® — MANUAL "ON" OCCUPANCY SENSOR
MANUAL 'ON- DIMMABLE OCCUPANCY SENSOR
® — VERIFY LINE VOLTAGE OR 0-10V
® — LINE VOLTAGE CEILING MOUNTED OCCUPANCY SENSOR FOR REiCEPTACLES
®— gDAAYYL1.41�TpS84SOR ��y gp��p�
— RECEPTACLES f BE F TOE IN TOE THATpCCU CONTROLLED.
PTr
M.
—Wiff IeIUST TO MIDICATE TWIT THEY ARE CONTROLLED.
— SIMPLEX RECEPTACLE
— DUPLEX RECEPTACLE
QUADRAPLEX RECEPTACLE
— FLOOR BOX W/DUPLDl RECEPTACLE LOCATIONS TO BE VERIFIED W/OWNERS
FLOOR BOX W/OUADRAPLDL RECEPTACLE. VERIFY LOCATIONS W/OWNERS
MONITOR CABLE/VERIFY TERMINATION W/OWNERS
GFl — GROUND FAULT INTERRUPTER
WP — WATER PROOF 3R — NEMA 3R
NF — NON —FUSED NL — NIGHT LIGHT
— DISCONNECT SWITCH
— ELECTRICAL PANELBOARD
EMERGENCY LX*1TING/EX1T SIGN W/BATTERY BACKUP
EMERGENCY LIC1fTNi—W/BATTERY BACKUP 3
TC — TIME COCK
® — PHOTO ELECTRIC SENSOR
® — 208V 30 RECEPTACLE
— CONDUIT IN FLOOR
RC — RECEPTACLE CONTACTOR
® — 208V RECEPTACLE — VERIFY
_ 2 VOICE (CAT 5)/2 DATA (CAT 8) OUTLET
DATA Al COMMUNICA71 NS TO BE VERIFIED W/OWNERS
Q— RESTROOM EXHAUST FAN
NOTE:
Occupancy Sensors are to be bccupancy/Vaoancy Sensors unless khdioated
otherwise. W: 'Manual On" In a Vacancy sensor w/auto off.
MARK
MFG CATALOG NUMBER
LAMPS
REMARKS
QUANITY
A
METALUX 24rP4735C
40,4W/LED
LAY IN
5 PER UNIT
B
METALUX 4BCLED—LD4-32SL—F—UNV—GL—L835—CD1—U
32,5W/LED
WALL
PER UNIT
C
METALUX 8ST2L804OR
78,2W/LED
STRIP
10 PER UNIT
D
EAT❑N WP1135LPC (W/DUSK TO DAWN CONTROL)
13W/LED
WALL
14
E
LUMARK WPSLED-30—GL—UNV
27W/LED
WALL PACK
2
X-1
SURE—LITES LPXC50SD
LED
EXIT/EMERG. LIGHT
X-2
SURE—LITES APELH2
LED
EMERG, LIGHT
NOTES:
1, ALL LIGHTING AND SWITCHING TO MEET FLORIDA ENERGY
CODE REQUIREMENTS
2, ALL LIGHTING TO BE VERIFIED WITH OWNERS BEFORE PURCHASE
3, LAMP COLOR INDEX IS TO BE VERIFIED W/❑WNERS BEFORE
4, ALL EMERGENCY LIGHTING TO BE WIRED AHEAD OF ANY
5, OTI—ER LIGHT FIXTURES BEING EQUAL AND APPROVED BY
PURCHASE
SWITCHING OR TIME CLOCK/LIGHTING
OWNER ARE PERMITTED
CONTRACTORS
6. CONTRACTOR TO VERIFY STEM MOUNTS
7. VERIFY W/CONTRACT❑R IF STEM OPTI❑NS REQUIRED
I "FM I n n
SUITE A SUITE B
LIGHTING PLAN
I hereby certif y that I have reviewed this plan and found it to bE
compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edi
David W. Smith, P.E. #
in
ion
3608
ENGINEER LICENCE #536
CHANCEY PARTNERS
3761 CORREIA DR
ZEPHYRHILLS, FLORIDA
D.W.SMITH9M.S.,P.E.#53608
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
PROJECTS ENGINEERING CONSULTANT
9909 WALLASTON DRIVE—DADE CITY FLORIDA 33525
PHONE1813-469-2289 E-MAIL 6sflpe@earthlink.net
RICK GOLLHARDT - DRAFTSMAN
813- 781- 3651
rgollhardt@tampabay.rr.com
LIGHT N G PLAN SHEET OF
3 OF 7
SCALE DATE JOB NO.
DO NOT SCALE 9 OCT 2020
DES I GN/BRAWN �C�ECKED 2020-1003
R. GOLLHARDT D.S.,p.e.
W4
Square D "Easy deter Pack` (or equal).
120/200V 3i 4 Win SN in and
120/208V 30 4 Wire SN out to Suites.
�a 100
100
cal
In Fused
connect
120/208v 3e
UNNuty Xfmr.
2 SetsAluminum
ea. (4)l
2 CU
Extend towater line
and twNdk�q _steel M accordance
with NEC 250
bYl 1 �
Panel L7
Panel L2
POW L3
Suite 101
Suite 102
Suite 103
100A MLO
100A MLO
100A MLO
120/208Y
120/206V
I I
120/2Z
I
Wire
3f Wine
3/ NAn
(3)6,8N.IMI "C
SN
S
SN
Steel F bar min.
per
NEC 250.50
irNnimum (2)5/8-i Copper Clad
Ground Rods spaced 10 apart.
ELECTRICAL LOAD CALCULATIONS:
BUILDING SERVICE
EXTERIOR BUILDING LIGHTS KW
Exterior Building Lights .24
.24
Continuous Load - 0.24 X 1.25 = .30
Sub Total 0.30
RECEPTACLES Est. (4) O 180 - 0.72
Sub Total 0.72
SUITES tot THRU 107
7 Sultse x 12.74 - 89.18
Sub Total 89.18
MISCELLANEOUS
Building Signage 1.50
Future Equipment 5.00
Tom 96.70
96.70 KW O 120/208V 30 4 Wfn SN - 268 Amps.
Service - 400A 120/208V 3/ 4 We SN
RR � S E R D � A G` � 'N"A M.
Po49
ELECTRICAL LOAD CALCULATIONS:
TYPICAL SUfTES 1 THRU 7
LIGHTING
KW
1238 Sq. Ft. Warehouse 0 .95 watts per - 1.18
359 Sq. Ft. Offlas O 1.11 watts per -
0.40
53 Sq. Restmom O .98 watts per -
0.05
Table C405.4.2(2) FBC Energy conservation 1.63
Continuous Load 1.63 X 1.25 =
2.04
Sub Total 2.04
RECEPTACLES
2.48
Sub Total 2.48
NVAC
(1) HP O 2330 =
2.33
(1) AH 0 458 -
0.46
Sub Total 2-79
MISCELLANEOUS
(1) Warehouse Fan 0528 - .53
1 Water Heater 3.40
1 Sign O 1500 - 1.50
al 12.74
12.74 KW O 120/2011V 3e 4 Wire SN - 35 Amps.
Service - t00A 120/200V 30 4 Wire SN
PANELS "Lt THRU L7' SCHEDULE 10.000 AIC
SERVES
LOAD
B/P
CKT
B/P
LOAD
SERVES
Spare
20/1
1
2
30 1
3400
Water Heater #
Office/Lobby Lights
355
20/1
20/1
3
5
4
6
20/1
20/1
1500
720
Siig�n
ORke Receptacles
Warehouse Lights
782
Space
9
10
20/1
860
Worshs/DF Recept.
11
12
20/1
360
Lobby Recept.
13
14
Sr
Wa ouse Fan
528
15/1
15
16
Six ice
17
18
20/1
540
Warehouse Receptacles
19
20
Space
21
22
HPI
1165
223
I/2
24
1165
25
26
AHI
230
15/2
27
28
230
U
30
Sub -Total 1165 1113 2177 3400 2360 1820
Total 4565 3473 3797 121119 Demand Phase) Phase)
- - 38 Amps Hi(gheste
Notes: 100A MLO 120/208V 30 4W SN
k - Lockable Breaker
-_- PANEL 'HP" SCHEDULE 10,000 AIC
SERVES
L�
B/P
CKT
B/P
LOAD
SERVES
•A
Ext. Bldg. Lights
236
20/1
1
2
20/1
Spare
Space
3
4
20/1
1500
Monument Sign
5
6
20/1
900
Exterior Receptacles
20/1
re
I
�c
1
2
i
Sub -Total 236 1 0 0 10 115001 9001
Total 236 1500 900 2536 - 13 Amps Connected (Highest Phase)
2695 - 14 Amps Demand (Highest Phase)
Notes: 60A MLO 120/208V 30 4W SN
(3)1,1N,40.2"C
(3)2.2N.80.2'C
(3)3.3NAU"C
2X SERVICE/FEEDER VOLTAGE DROP CHART
This drat 1s based an a 208 Amp Demand, 208V 30 Service from Utility
Vw. to Meter Cenbr/Owksn. Then from 100/3(0 80X) B1w. to Panel L1
Suits 101(80 Amps).
WIRE TYPE AND SUE zm 3
UTILITY XFiIdR. TO WIREWAY
(2) aookomr 7TC Tw/THMNV Wire (AL) - 150 1.47 .71
100A CO TO PANEL Lt
1 75'C THW/THWN Wins - 11a 2.46 1.18
VD 1.47 - 0.71X 0 20BY
VD 2.48 - 1.18X 0 208V
TOTAL VO 3.93 - I MX 0 208V
Chart indicates distance with lad as shown. Should total distance exceed
what is indicated It is to be brought to the attention of this Engineer:
NOTE AN win Capper unless Indicated otherwise.
2X SERVICE/FEEDER VOLTAGE DROP CHART
This chart is based on a 268 Amp Demand, 208V 3/ Service from Utility
Xfmr. to Meter Center/8nakere. Then from 100/3(411 80X) Bias. to Panel
LI Suite 103, and Panel L6, Suite 106(80 Amps eo.).
WIRE TYPE MID SUE fg[ YD im
UTILITY XFW. TO WIREWAY
(2) 500kcmll 75-C TNW/R MM Wire (AL) - 150 1.47 .71
100A CB TO PANELS L3. AND L6
3 7IrC THW/THMN Wire - 65 2.21 1.06
VD 1.47 - 0.71X 0 200V
VD 2.21 - 1.06X 0 206V
TOTAL VD 3.68 - 1.77% 0 206V
Chart Indicates distance with lad as shown. Should total distance exceed
what is indicated it is to be brought to the attention of this Engineer.
NOTE: AN win Copper unless indicated oth enelm
3% EQUIPMENT VOLTAGE DROP CHART
This chart is bond on a 20 amp single pole
breakw ,120/206VV330 Service. at ma*nurn (18 amps)
WIRE TI AND SIZE XM
#12 7sC "/THWN Wire - 114
#10 7SC THW/T►IMM NAre - lei
# 8 79C THW/THWN Wire - 288
NOTE
Thin chart is "Worst Case". Actual length of who
when calculated from load to Mad and how the
conduits are run am vary from this chart.
L1-35,37 L2-35,37
(2) 12,120,3/4-C (2) 12,120,3/4-C
SUITE A SUITE B
2X SERVICE/FEEDER VOLTAGE DROP CHART
This chart is based on a 268 Amp Demand. 20M 3e Servles from UNNbr
Xfmr. to Meter Center/Redeem. TMn from 100/3(O 80x) am to Panel
L2. Suits 102, and Panel L7. Suits 107(80 Arras so.).
WE TYPE ANO SUE
UTILITY XFLK TO WN MY
(2) 5001rcmN 75-C THW/111 M4 Win (AL) - 150 1.47 .71
t00A CO 70 PANELS L2. AND L7
2 7VC THW/'*M Wire - 90 2.42 1.17
VO 1.47 - 0.71X 0 208V
VD 2.42 - 1.17X 0 2DOV
TOTAL VD 3.89 - 1.88X 0 208V
Chat Indicates distance with load as shown Should total distance exceed
what is indicated It is to be brought to the attention of thin Engineer.
NOTE: AN wire Copper unless Indlootnd otherwise.
2% SERVICEIFEEDER VOLTAGE DROP CHART
This chart is bond on a 208 Amp Demand 206V 3/ Seta from UtI ty
Xfrnr. to Meter Carta/Bnaksm. Then from 100/1 001h Bkm to Panels
L4, Suits 104, and L5 Suits 105(80 Amp ea.).
WIRE TYPE A10 SUE EM !�
UTILITY XFMR. TO WIREWAY
(2) 5001romN 7rC 11fW/THYYN Win CAL) - 150 1.47 .71
100A CS TO PANELS L4, AND L5
3 75C THW/THWN Wire - 50 1.70 .82
VD 1.47 - 0.71X 0 208V
VD 1.70 - 0.82X 0 208V
TOTAL w 3.17 - I AM 0 208V
Chart kndlootse distance with load as Mown. Should total distance exceed
what is kndioated it is to be brought to the attention of this Engineer.
NOTE AM win Copper wArse I kcal otherwses.
SHORT CIRCUIT CALCULATIONS:
NEW SERVICE
l SC - i + 1.732(1 a0 27828
2 213W 208
1 Sc - 15353 5 AIC 400A Main Fused Disconnect
ISO - 4000.0 AIC L1 W Current 0 400A Fused disc.
W 400A Class T &W Fuses
I sc - 00000 AIC Panels L1. L2. L3. LI LI Le, L7. and NP
I hereby certify that I have reviewed this plan and found it to 10E in
compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition
David W, Smith, P.E. # 3608
ENGINEER LICENCE #53608
L3-35,37
(2) 12,120,3/4-C
SUITE B
SUITE A
POWER PLAN
CHANCEY PARTNERS RICK GOLLHARDT - DRAFTSMAN
3761 CORREIA DR 813-781-3651
ZEPHYRHILLS, FLORIDA rgollhardt@ta171,vabay.rr.com
D.W.SMITH,M.S.,P.E.#53608 POWER PLAN SHEET OF
FL❑RIDA PR❑FESSI❑NAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 4 OF 7
9909 WALLASTON DRIVE-DADE CITY, FLOR I DA 33525 SCALE DATE JOB NO.
PHOND 813-469-2289 E-MAILI dwsf ape@earthl Ink, net DO NOT SCALE 9 OCT 2020
DESIGN/DRAWN CHECKED 2020-1 003
R. GOLLHARDT D.W.S.,p.e.
II III 1 - 1
CEILING EKHAUST FAN DETAIL
NTS
RAT HOOF CAP
CU NQ"W
INN.
DOH. DUCE
NRMi
MOVAW
FAN
QgNO
ram
GENERAL HVAC NOTES ARE IN COMPLIANCE WITH 2017 F.B.C.M.
1. ALL MECHANCAL MWM@R SHALL BE PROUD® MATH PROPER CLEARANCE,
A MIL OF 4 INCHES ON EACH MEN BUFFIC E MT. 2M7 FJLCAL SEC. WLIA
2. ALL DUCT SYSTEM WTAL1ED IN'MOIFOONWTIONEC' AREAS $HLLL BE CONSTRUCTED WITH APPROVED MATERIAL AND
OF A VALUE OF NO LESS THEM R.S RATING, ALL SEAM SHALL BE SEALED WITH GLASS FAB & MASTIC'OR
APPROVED TAPES THAT EXTEND NOT LEES THAN 1 NCH AND LABELED N ACCORDANCE WITH THE UL' &% PART 1 FOR DUCT BOARD
OR UL 181111, PART 1 FOR FLDC ALL CLOSURES 100% AND INSTALLATIONS SHALL BE INSTALLED AS PER 2M7 FJA.C.M. CHAPTER S, SEC. 003
ALL TRU.WALL, FLOOR i CELEIG PENETRATIONS INTO THE DUCT SECTION SHN.L CONTAIN A BRANCH DUCT FABRICATED OF MM FOR" GLASS DUCT BOARD
OR RXMD METAL AND B SEALED TO BOTH DUCT SECTION AND GRILLE SDE WALL SURFACE THE BRANCH DUCT SHALL BE FABRD. AND ATTACHED
N ACCORDANCE WITH MI0L3 OR MSOL4.2 RESPECTIVE TO THE DUCT TAPE USED.
2. ALL DUCT TRUNK SO DECLARE TURNS OR TE£S. SHALL HAVE TURNIRM VANES. 3 PIECE OR 45 DEQFdMlUIWS CAN BE USED IN
PLACE OF SO DEGREE TURNS AND DO NOT NEED TURNING VANES,
4. ALL REGISTERS, OR2 LES 8 DIFFUSERS MUST BE TESTED N ACCORDANCE WITH ASTM E S4, AND VOLUME DAMPERS OR
OTHER MEANS OF SUPPLY AIR ADJUSTMENT SHALL BE PROVIDED N DUCTS OR AT EACH RDIVDUAL REGISTER GRILLE OR DIFFUSER
A AIR DWRIBUTION SYSTEMS FJOCEEDM SOOO SCLPT. SHALL BE TESTED, ADJUSTED, AND LWAKEDBYALIOEMM DiGMSER OF THIS STATE A
CURRENT CERTIFIEDORGANi010 (SEEEXGEPTNM
O CERT M 1)BULDRM WITH ACITES OF 1S TONS OR LDS IMM WY BE TESTED AND BALANCED BY 7E LIB M CH. CONTRACTOR
BMBEP710Nk BUILDINGS WITH CAPACITIES OF STUN OR LESS SYSIEAr ARE'EXEMP1rF8C.C. 2M7, SEC. SOL2A.1
DOC 1fT8 SFiKL THAT ALL HVAC SYSTELY BE BALANCED EONBS ENC®INO.
L AR HAMLERS (OVER 2000 CFM) OWL HAVE A SMOICE DETECTOR INSTALLED N THE SUPPLY. FJM.C.M. 2017 CHAPEEI 0. sue. SOLLt
WHEN TWO AR HANDLERS SHARE A COMMON SUPPLY OR RETURN'AR DUCT OR ROW AND THE TOTAL OPUS ARE GREATER THAN NO -
A SMOKE DETECTOR SHALL BE INSTALLED N THE SUPPLY AND RETURN AS PER F.LC.M. 2017 SE. SOSJLS AND BE IN ACCORDANCE WITH NFPA 72
SMOKE DETECTOR TEST STATIONS SHALL HAVE A 711KlSLE INDICATOR LIGHT, PRUMTNG ANY AR DUCT 7ROUELL NFPA SOA 2002, CHAPTBI S
NOTE A'PLOW CAN NOT MUM AS AN OCCUPANCY SPACE OR STORAGE AREAS. AS PER NFPIMSOA SEC. 4JL10.1.1
7. FIRE DAMPERS, SMOKE DAMPERS, COMBINATION RRFJSMIOICE DAMPERS AND CEILING DAMPERS LOCATED WITHIN AR DUCTS
MUST BE NSTAUE D BY MANUFACTUA4ERB SPECS. AND ES TESTED N ACCORDANCE WITH UL COS, AND THE FJLCJM. 2017 CHAPTER S. SIC. SO7.2
ALL DAMPERS L0017M AT CEILING OR WALL PENETRATIONS MUST HAVE ACCESS DOORS TO RESET DAMPER
UNLESS THE DAMPER S IN THE DIFFUSER THAN IT CAN BE RESET T4RU THE DIFFUSER.
SMOIG IMMPERS N A DUCE' MUST HAVE A DETECTOR WITHIN S FT. OF TFWDAMPER WITH NO AIR INLETS OR OUTLETS BETWEEN THEM.
FOR PRE AD SMOKE DAMPER ACTUATION METHODS pmm TO F.B C.ML 2M7 CHAPTERS, SEC. SO7A412 AD S07. U
L ENCLOSED SUPPORT PLATFORM MOLL BE CONSTRUCTED IN ACCORDANCE TO FJLC.M. 20W CHAPTER L
L FRESH AR INTA a SHALL NOT BE LOCATE) CLOSER TW W 1O FT. FROM ANY C IM14EY OR VENT OUTLET. OR SA ITARY MINER VENT OUTLET.
ALL OUTDOOR NTA1E AND EXHAUSTS SHALL HAVE AUTOMATIC OR QRAVITY DAMPERS THAT CLOSE MNBN VENTILATION NOT OPERATM FJe.C.C.2017, SEC.403.5
1L ALL E*VANT DUCTS, SWILL BE CONSTRUCTED OF METAL AND COMPLYWITH FJI.C.M. 2017 CHAPTER IL SEC. MA
11. BATHROOMS CONTAINING BATHTUBS, SHHOWER& SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLYVENTILATED
'EJCCEKW RESIDENTIAL SATHHROOMS HAVING NO LEES THAN 4 PERCENT OF FLOOR SPACE FJLCJIIL 2017 CHAPTER 4, SEC.402J1
12. ALL EXHAUSTED BATHROOMS, CLOSETS 1 STORAGE ROOMS SHALL HAVE UNDER CUT DOORS OR A METHOD
FOR MAKE UP AIR TOM RETURNED ECIAL TO TE AMOUNT OF CFMS E04AUSEED. F.LCAL 2M7 CHAPTER S, SEC. MA
1L CONDENSATE FROM ALLCOOLING COLS AND EVAPORATORS SHALL BE CONVEYED FROM THE DRAIN PIN OUTLET TO AN APPROVE) PLACE OF DISPOSAL.
CONDENSATE SWILL NOT DISCHARGE INTO A STREET, ALLEY OR OTHER AREAAB TO CAUSE A NLMMNCE TTERMINATE A MIN. OF IV FROM EXT. WALL
CONDENSATE DRAIN LINE SHALL NOT BE LESS THAN 2I4 NCH DIAMETER AND SHHALL NOT DECWASE N 2017 FJLCAL CHAPTER 3. SC. 20 E7
PER AUTHORITY OVER
ICEION CONDENSATE DRAIN MAY DRAIN TO A WORM SYSTEM, UTILITY SKI( SEWER BY APPROVED MEANS.
ALL HORIZONTAL pRMAARYNR�DRAIN LINEY WITHIN UNCONDITIONAL AREA SHILL E INSULATED, AS PER F 2017 CHAPTBt 3, SEC 301
AUXILIARY DRAM PAN OR DRANKir
AY ES RETURED WHERE DAMAGE TO ANY BUALDINQ MAY RESULT FROM OVEiRROW OR ANYSTOPPAQE.
AAOLWRY DRAIN PAN HAVE A MSC IA NOES AND BE A MIN. S INCHES LARGER THAN UNIT OR COL AND HAVE SEPARATE DRAW LIE
AN AUXLJARY PAN WRHOUi SEPARATE DRAMSHKL BE EQt PPED WITH WATER LEVEL DETECTION DEVICE FOR SHUT OFF PRIOR 7QOSE RM
METALLIC PAN MUST HAVE A MN. THICK NONMETALLIC OA8254CHEL AB PER FJLCAL 2MTOWM 3, EC. 207
ALTERNATIVE TO SEPARATE DRAIN LINE: A WEVEL DETECTION DEVICE THAT WILL SHUT EQUPMENR PRIOR, TO OVERFLOW OF PAN.
WATER LEVEL DETECTION DEVICE SHALLTO OF
PAN AT A HIGHER LEVEL THAN THE PRIMARY DRAIN CONNECTION -
CONDENSATE DRAIN LINE CAN SE STRAPPED NYLON STRAP AND SUPPORTED EVERY 10 VERTICAL, AND 7 HORIZONTAL
14. REFRKMERAHT PPINO FOR REFWOEMNT LINES SHALL BE INWLATED TO ATHERMAL. RESISTIVELY OF AT LEAST RMHR
SUCTION UPLF NT BE INSULATED IN ACCORDANCE WITH ASTM ESL AS PER THE FJi.CJR 2017 CHAPTER 2, SRD. 207
1L ALL AR DISTRIBUTION COMPON"S WILL BE INSTA M N ACCORDANCE TO 2017 FA.C.MM.
1L F HVAC EQMPMENT OTHER THAN SPECIFIED BY IS SUM I I 110 1 ED,IT'S CAPABILITIES OF BTU FEAT READVAL
MUST ES EQUAL TO THE EQUPMt3HT SPECIFIED BY THE HVAC DESNG M
THE HVAC DESIGNER WILL NOT BE RESPONSIBLE FOR ANY SYSTEM NOT INSTALL® ACCORDING TO PLANS.
OUTSIDE
AIR CALCULATION
AM
CATEGORY
SQ. FT. AREA
CFMNWM+CFMFT
O.A. CPM
1
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IS
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TYPE
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VOLTS
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,
4
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NNOas
HVAC
CHANCEY PARTNERS
3761 CORREIA DR
ZEPHYRHILLS, FLORIDA
RICK GOLLHARDT - DRAFTSMAN
813-781-3651
rgollhardt@tampabay.rr.com
I hereby certify that I have reviewed this plan and found it to lo(
compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edi
David W. Smith, P.E. #
in
ion
3608
ENGINEE
LICENCE #53608
D.W.SMITH,M.S.,P.E.#53608
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
PROJECTS ENGINEERING CONSULTANT
9909 WALLASTEW DRIVE—DADE CITY,FLORIDA 33525
PHOND 813-469-2289 E-MAIL: dwsflpe@earthlink,net
HVAC
SCALE
DO NOT SCALE
DESIGN/DRAWN
R. GOLLHARDT
9 OCT 2020
CHECKED
D.W.S.,p.e.
SHEET OF
5 OF 7
JOB NO,
2020-1003
MrPLT OAICT
H!/A+— OUG1/
pQYtl/EtANf LOMSO IISNBN APPLY
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1M 11ORI ATTIC WACB
IN LLCM
L4' CONDlIOATS PARTITION
GRAN W a' TRAP POWMA71110, CAP FOR
UNION AND C 0 TO YVow, r
AlUSlC ARIA PROVDS 4' CI iARANR
ALL. AROUND ALAI
SUPPORT CRAW
AiSP-WANDI PLOIAT NURTCN
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rAoc CJ>
uoBnLAi
V13"CAL A14U DETAIL
Nib
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IOIt e" em
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axaii i fxw
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NNOas
HVAC
CHANCEY PARTNERS
3761 CORREIA DR
ZEPHYRHILLS, FLORIDA
RICK GOLLHARDT - DRAFTSMAN
813-781-3651
rgollhardt@tampabay.rr.com
I hereby certify that I have reviewed this plan and found it to lo(
compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edi
David W. Smith, P.E. #
in
ion
3608
ENGINEE
LICENCE #53608
D.W.SMITH,M.S.,P.E.#53608
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
PROJECTS ENGINEERING CONSULTANT
9909 WALLASTEW DRIVE—DADE CITY,FLORIDA 33525
PHOND 813-469-2289 E-MAIL: dwsflpe@earthlink,net
HVAC
SCALE
DO NOT SCALE
DESIGN/DRAWN
R. GOLLHARDT
9 OCT 2020
CHECKED
D.W.S.,p.e.
SHEET OF
5 OF 7
JOB NO,
2020-1003
_,_'L !! �� 1 I �- � � III 1_'I�I II p11'��i'li4�L'IIII't11r1 ■! �! I �..,� -_ II! - I u r' ,,,Rw ,,�
SUITE A SUITE B
LIFE SAFETY PLAN
NOTE
TI❑N
1, CONTRACTOR TO PR❑VIDE SIGN DESIGNING FRAME C❑NSTRUCTI❑N OF ROOF PER
FAC 69A-3/012 (6)
2, CONTRACTOR TO PR❑VIDE TACTILE SIGNS AS PER NFPA 1:14,1413
3, CONTRACTOR TO PR❑VIDE UL 1037 APPROVED ACCESS BOX PER NFPA 1�182,21
= LINE OF EXIT AND DIRECTI❑N
FIRE EXTINGUISHERS SYMBOLS
zFE TYPE ABC FIRE EXTINGUISHER W/MIN 2A,20B,C RATING
INSTALL WHERE INDICATED
1FE TYPE ABC FIRE EXTINGUISHER W/MIN 2A,10B,C RATING
INSTALL WHERE INDICATED
CHANCEY PARTNERS RICK GOLLHARDT - DRAFTSMAN
3761 CORREIA DR 813-781-3651
Z EP HYR H I LLS, FLORIDA rgollhardt@tampabay.rr.com
D.W.SMITH,M.S.,P.E.#53608 FIRE SAFETY PLAN I SHEET OF
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
PROJECTS ENGINEERING CONSULTANT
I hereby certify that I have reviewed this plan and found it to loc in
compUance with ASCE 7-10 and the Florida Building Code 2017 6th Edition
David W, Smith, P.E. # 3608
ENGINEER LICENCE #53608
9909 WALLASTON DRIVE—DADE CITY, FLORIDA 33525 SCALE
PHONE: 813-469-2289 E-MAIL: dwsf 1pe@earth l l nk, net DO NOT SCALE
DESIGN/DRAWN
R. GOLLHARDT
DATE
9 OCT 2020
CHECKED
D.W.S.,p.e.
6OF7
JOB NO,
2020-1003
I I I II r 1" 11 I i I! T 9 i III-L f i ;]1P 1, �1 1��, I' I i t WijIII ' Rpliq 11 �- III I I I -- I n' i I - 11 11 I t ill ► i-�'LWL�I Willi'
■
1111111
UL Product 0'
BXUV L524
t?6-sign/';ysterr,%rDr)st �ricnu !Aembh; Usage DisclaimE•
• Authorities Having jurisdiction should be consulted in aft cases as to the particular requirements covering the installation and use of UL Certified products, equipment system devices, and materials,
• Authorities Having jurisdiction should be consulted before construction
• -Fire resistance assemblies and products are developed by the design submitter and have boon, investigated try UL for compliance with applicable requ iremer s. The published information cannot allays address every corstrmction
nuance encountered in the field
• when field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general
Guile b:farmation far each product category, and -1, group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction-
- Doty products which bear UL's Mark are considered Certified.
BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States
BXUV? - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada
See General Snforma.om for Freres stance Rating s - ANSL/UL 263 Cer(i;led fnr United States
y-Ski_gn Cnteru ar d Atlowabte_ygjjer)ly,+s
See General Inknination for fie Resistance Raio, I_ Qr N, ' C Sol Certified tot Canek
j gjAn Crhero dog Saari tarayes -
Design No. L524
August 05, 2020
Unrestrained Assembly Rating -1 Hr.
Unrestrained Beam Rating -1 Hr.
This design was evaluated using a load design method other than the Limit States Design Method (e.g Working Stress Design Method). For
jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used - See Guide BXUV or BXL[V7
* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),
respectively.
First Lure€
E:,d jcolr flCNl
1. flooring System - The Flooring system shall Consist of one of the following:
System No.1
Finish Flooring - Min: 19.92 in thick wood so onal panels, min grade'Undedayment" or -Single-Floor-. Face grain of plywood Or strength ens or panel to be perpendicular tojofsts withjoints staggered. Long edges shall be T & G.
System No. 2
Subhowing - Mi. 15i]2 in. thick, plyvaud of min 7/16 in, thick oriented Strand board (OS8) wood structural pars lis, min grade'C-D' or "Sheathing". Fuca grain of plywood or stength axis of panel to be perpendicular to joists wahjumes, staggered.
Vapor errfw-;Opvarmidj -Nom 0.010 ill thick commercial rosin -sized bracing paper.
Finish Flowing- Min 19/332 ire thick wood structural panels, .min grade-Undalayment- ar 'Single -Floor-. Face grain of plywood ar strnngth axis of panel to be perpendicular W joists with joints staggered. Long edges shad bet & G
System No. 3
Subffoodng - Mir. 15132 mthick wood So,rt.rd panels, min grade "C-D" or'Shealbui face grain of pt w oil or strength ..if of panel to be parpendicsla, To joists with joints staggered.
Vapor Border -,Optional - N.m 0.010 irt !flak comin.,o l asphalt saturated felt.
Finish Flooring - Floor Topping Miet,re -- Min 3/4 M. thickness of floor topping nuxture laving is mnlmum cornpiesswe Strength of 1800 pals. Refer to maufacturer's insuucdons accompanying the material for specific mix design.
UNITED STATES GYPSUM CO - Type, LRK H5LAK, CSD
USG MEIDCO S A DE C V - Types IRK HSLRK CSD
Floor Mat Materials• - (Optional; - Floor mat mxterai Ietxse laid over the -bflow. Refer to manufac me" imtuctons regarding the. Minh— thickness of Roo. topping ova each ft= min material
UNITED STATES GYPSUM CO - Types SAM, LEVELROCKR grand Sound Reduction Board, LEVELROCKS eraW Floor Undedayment SRM-25
Alternate Flow Mat Materials' - (Optional) - Nom 319 in. thick floor mat material loose laid over Uhe subflow. Floor topping thickness'fail be as specified under flew Topping Mfxtum
GRASSWORX L L C - Type SC50
System No. 4
SOM.-kg-- SAM 19/32 in. thick wood structural panels min grade "C-D' .r "Sheathing' Face 9m1h of plywood Or strength axis of panel to be perpendicular to joists rho joints staggered.
Vapor Studer-;OPuunal - Nom d030 inthick commercial asphalt saturated felt,
Fkusb Flooring - Floor Topping Mix -me. -- Min t-11: ,n, thickness of floor topping nuxture having it nhin compressiveha
strength of 1000 psi add a cast density of 100 pfus or minus 5 pcf. Foam concenre mxed 40:1 by volume with water and exoarK,ed
at I00 poi through noule- h4ixtwx-. ,hull -sist of I.A uu real of of eomned foam concentrare to 94 to; Type I Portia d cement 300 16s of sand with 5-1/2 gal of water.
ELASTIZEkt CORP OF AMERICA - Type FE
System No. 5
Subfk.,hg - Min 19/32 n thick wood stl r 1.1al penal;, min grade -L-D" or "Sheathing-. face grain of plywood or strength axis of panel to be perpendicular I.johts with jons staggered.
Vapor Barrier - iCphora) - Nom o030 n. thick commercial o mphak saturated felt.
C1
11, Steel Framing Members" -As at,, alternate to the direl attachment of tint, Gypsum Bri Otero 101 Steel Framing Memhers' and Gypsum Board' (Item 12) may be installed beneath the bottom flange of the steel beam.
a. Main Rua n - Nom 12 ft long, with 15/16 in. or 1-112 ill wide face, spaced 4 ft OC, installed perpendicular to steel beam. Main runners. hung a min of 2 in. below bottom chord of steel beam and secured to steel joists with
No. 12 SWG gaH steel wire, spaced a max of 48 in GC.
b. Cross Tees or Channels- Nom 4 ft long cross tees, with 15116 in or 1-W in wide face or nom 4 ft long Cross channels, with I-112 in. wide face. either spaced 16 Tn, OC, installed perpendicular to the main runners.
Additional cross tees or channels used 8 infrom each side of butted gypsum board end pints. The cross tees of channels may be riveted or screw -attached to the wall angle or channel to facilitate the riling installation.
c. Wall Angles w Channels, - Usec to ,,toper, steel framing member ,no, and for screw -attachment of the gypsum board. Painted or galvaroed steel angles with 1 in, legs or channels with 1 in. legs and 1-9/16 in. deep,
attached to wails .-Parameter of ceiling with fasteners 16 in. OC.
CGC INC - Type DGL or RX.
USG INTERIORS LLC - Type DGL or Rx
12. Gypsum Board-- Two layers of noon 1i2 in thick by 48 :n. wide gypsum boar. for use with Steel Framing Members'. Base layer installed with long d rverson perpendicular to cross tees with side joints centereo along ..in
runners and ell joins centered along Ooss tees. Base layer fastened to cross Ial with 1-1/4 m. long Type S bugle -head steel screws spaced 8 in. CC a". butted .red joints and 12 hL OC in the field of the board. Era joints of
adjacent gypsum board sheets snail be staggered flat less than 4 ft OC. outer layer attached to the cross tees through inner layer Using 1-7/8 n. long Type S bugle -head steel screws spaced 8 in. OC at butted end joints and 12 in OC to
the field. Butted end joins to be cenwred along cross tees and be offset a mfn of 32 infrom ord joints of inner lays. Rows of screws on twill sides of butted and joints of each layer shall be located 3B to 1/2 in. from end joints.
Butted side joints of outer layer to be offset a min of 18 infrom butted sidejomte of inner layer.
CGC MC- Type C UP-X2.
THE SLAM GYPSUM INDUSTRY (SONGKHtA) CO - T
UNITED STATES GYPSUM CO - Type C IP-XZ-
USG DOM DRYWALL SFZ LLC - Type C
VSG MEMCO S A DE C V - Type C, /P-X2-
13. Grille - Steel grille, installed in accordance woth the ionaliatiod in.nuct .o... provided with the ceiling damper
14. Discrete Products Installed in Air-handWig Spaces- - Automatic Balancing Valve/Damper- (Not She- - Optional - Far use with item 8 Ruskin Cm,mparyi, Mode} CFD7 damper, (CARS). Ceiling damper to be provided wKh
pfamom box per damper manufacturer's mar criers with side outlet only. Entire assembly to be installed into any UL Class 0 or Class 1 flexible air duct in accordance witi the instructions provided by the tort, matic balancing
vaheidamper manufacturer.
METALINDUSTRIES WC- Model ABVS, ABV-5. ABV-6
* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),
respectively.
Last SigdBtg, on 2020 06-OS
Thu appearance of a company's rank or product in ors database dues nut in msNf assure that products so identified have been manufactumr: under U's Follow-up Service. Only those products bearing its UL Mark should be cofevdered W be Certified and
tapered tinder, UUS Follow-up Service. Always look for die Mak on the mmuct
UL berm.0 the reproduction of the materiel wntained'e n the Online Certification Directory subject to the following owdruons 1 The Guide tnformation. Assemblies, Constructions Designs. Systems, WIVw certifications (filar) roust Do prasemp- in theirenurely and
in a non- ,S:eadinq inane,, wilhou: arty nampula oxh tY the do. (or draw.rgs). 2- The toeterfam "Reported tram The Onine Certifications Duatory with permissitm bum UL' nun apron ad,.- to the ..t-d huma id. k, additionthe reported material mu.
include a copyright rdtice in the following format. ": 2020 UL LLC'
Floor Mat Mats"41V - {Optionel)- Floor mer material Mom 5/114 in, f7mm} thick adhered to sub800r with Hacker Floor Primer, primer to be applied W the surface of the mat prior to the placement of a ran 1 n, of floor -topping mixon,
HACKER INDUSTRIES INC - Type Hacker Sound -Mat
Alternate floor Met Materials - (Opttonab - Floor mat matadd norm 1/4.fo. (groom thick adhered W subfloor with Hacker Floor primer, printer to be applied To the surface of the mat prim to the placement of a min 1.114 M. (32mm) of Aoontopping
milmme,
HACKER INDUSTRIES INC- Type Hader 50utd-Mat g.
Albanians Floor Mat Materials - (Optioned) - Floor mat materiel non Lid in. Or,m) thick loose laid over, the subtlool, Flow toppirg thickness shag be a min of 314 in. (19mm)
HACKER INDUSTRIES INC - FIRM -FILL SCM 125
Alternate Floor Mat Material - (Opdonaq - Floor mat meter d main V4 in 16mm) Thick toosa laid over the sub8cgr. Flow topping thickness shag be a min of 1 in. (25mm)
HACKER INDUSTRIES INC-Type FIRM -FILL SCIA 150, QfW Qurl 55/025
Alternate Floor Mat Matufal - (Optional) - Fkwr mat materiel none 3/8 in. flOran) thick fosse laid over the subsinor. Flow tapping thickness s.4all be a min of 1-V4 in (32(nm)
HACKER INDUSTRIES INC- FIRM-FilL SCM 400. Quiet Quit SOi)40
Alternate Floor Mat Manatals - (Optional) - Floor mat materiel ram V4 in. (Ism-1 thick !nose atd o:,er the subfbo-. Now Wil irg thu:kness shad be a min of ,In in (38mm)
HACKER INDUSTRIES INC - Type FIRM -FILL SCFR 750, Quiet Qud 65r'075
Metal Lath (Optional) -For use with 3/8 In. (10 mm) floor not materah, 3/8 in -Partied steel diamond mesh, 34 fbs/sq yd ptued over the ecor mat material. Hacker flow Pruner to be applied price W the placement of the metal Fah, When metal lath
is useo, floor topping thickness a Flom 1-1/4 M. over the floor mat
Finish flooding - Flow Topping MiNtMe - Min 3/4 in. thickness of floor topping mixture having a min compressiveren stgthn of 1100 psi. Mixture stag consist of 6,8 gel of water to 80 tips of floor topping mixture to 1.9 co ft of sand.
HACKER INDUSTRIES 24C- FMMt Gypcwfh Concrete, FVm-Ha 2010, Firm -Fill 3310, Firm. -Fill 4010, Firm -Fig High Shength, Gyp -Span WorL
System No. 6
Deleted
System No. 7
Subtbonng - Min 1931 in, dirk wood stnxtural panels, nun glade'C-D" or'5heething". Face grain of plywood or strength axis of panel to be pe'tandir.k. to joists with joints -W,,ed.
Vapor Barrier- (Optional) - Nom 0.030 in thick commercial asphalt summed fell
Polish Flooring - Floor Topping Mixture" - Min 314 in. thickness of floor topping mixture having a min comgnressfve, scam ih of I= psi Mixture shill consist of 5 to 8 gel of water to 80 fbs of floor topping mixture to 2.1 u- ft of tend.
ULTRA QUIET FLOORS -Types UQFh UQF-$upon 81cod, UQF-plus 2ApO.
System No. 8
Subfloerng -Mn 15132 in. thick wood strocit panah, ruin grade'[-W or "Sheatung'. Face grain of plywood or strength "is a panel 9 Pa to be perpe:di<uW tojoiaU wAh joints staggamd.
Vapor rimier - 10Fe dn,l) - Nam 0.030 in. thick commercial asplaT saturated left.
Finish Rearing -Floor Topping Mhnwe" - Min 3/4 frickna,s of Roar tnpping mixture having a hunimum compfesse a Strength of 1500 psi. Refe tO mdr.fdctarer'S miannadds accompanying the matarid for Specific nix design,
MAXXON CORP - Type Maxxnn Standard and Maxxon Hfgh Strength
Floor Mat himarials• - (Optdnal) - Fluor mat mateat loos. lad Over the widlaor,
MAXXOH CORP-Type Encapsulated Sound Mat..
Floor Mat Reirfo-lint - (Optmnnl; - Ritter TornanufMurefx mstructimts regarding mmu um thkkness of floor topping for use with floor mat middorcement
Metal Lath - (Optional) - 39m. expanded galvanized steel diamond mein, 3A Il s/sq yd too. lad -,The flow mat material.
FRoer rdass RetnforcemMt - (Optional Nat Shown) - 0.015 in. thick PVC mated nos-wovm fiberglass mesh, 0.3681bW/ q yd!pose Wd o,v, the flop ,mt ma ,ai
System No. 9
Subfluermgj -Min 15132 in. thick wood sinklural panel min grade C-D or Stretching. Face grain of pFywarn or stregth axis of pare) to be perpendicutar toloists with joints statwerel
Vapor Barrier- (Oluiorwl) Nom 0.030 in- ehkk commeciaf asphalt saturated fek.
finlh Flooring - Flow Topping Mixfwe^ - Min 3/4 in. thickness of floor hopping mixture ham'o'g a minimum compressive strength of 15 W on, We, to manufacturer s ;,atructitrs accompanyng the material for spi mix design
FORMULATED MATERIALS LLC - Types FR-2S. FA-30. and SiimIA,
ARemate floor Mat Materii' - (Optional Flow man mataiai nominal2 -"min thick Bose raid over the svWloxi Romr, tapping thickness shad be a minimum of 314 in.
FORMULATED MATMOA65 LLC - Types MI. M2..3, Ckecs Duo. RL and R2
System No. 10
Subhowing - Min 1 by 6 in T & G lumber fastertad diagonally to lost; or min 15/32 in. thick plywood or min 7/16 in thick wanted strand board (OSB) wood structural pxM% ran grade "C-D" Or'Sheath;ng". Face grain of pkfwood or -di sail of
panel to be perpendicular tojoists win joints staggered
Flush Floating - Mineral and Fiber Board- - Min 1/2 in. Thick, snipphed in sin ranging from 3 h by 4 ft to 8 ft by 12 A. AT joints to be staggered a rain of 12 in. wort adjacent sub -Attar joints.
NOMAWTE CO - Type 440,32 Mineral and Fib. Board
System No. 11
Smbffootng - Mir 15/32 its thick wood structural panda mfn grade "C-D" w "S}watmog Face grain of plywood or strength axis of panel to be perpendicular to joists with jams staggered.
Vapor Barrier, -- (Optional) - Nom 0030 in. thick commerod asphalt saturated WL
Cwrsh Reoriag - Floor Topping ellstat- Min t-1/2 irt thickness of floor Topping mixture having a min compressive strength of IWO psi and a cast deresny of 100 plus or others 5 pcf. , ram concentrate nixed 40.1 by volume pith water all expanded
at 100 Psi through rutilfe. Mixture shad consist of 12 a, feet of preformed foam concentrate to 94 As, Type I Portland content 300165 of sand with 5-V2 gel of wear.
ABU INDUSTRIES - Flow Topping Mixture
System No. 12
Subeuonlxj - Min 15/3Z in. thick wood structural par is, min grade'C-D' w "SReatmnj'. Face grain of plyward Or strength axis of panel to be perpendicular To165U with joints staggered.
Vapor Brr)er - (Qouonal - Nom 0.030 in thick commercid asphalt tot u ental f.K
Finish Flooring - Flow Topping Mixture' - Min 3/4 or 1 in, thickness of flow topping m odue for 19/32 of 15132 in thick wood srn.cturd panels respectivaly, laving a min compressive strength of TWO psi. Rater To manufac Wa•s instrucnom
acchmpanying the ....id for specific mix design
ACG MATERIALS - Ac.-Cwv types NexGe , Green. Prime, A. M. and PrePour, AecuRadlant, Acaulevel types G40, G5D and SD30.
Alternate, Fier Mat ManenfeT' - (Optlonaft - Floo, mat r whof nomirat 2 - 9.5.man fill* noose laid over the strbom Hoor topping shall be a ran of 3/4 in. or 1 in thcnness of Row topping mirhue for 19132 Or15/32 M. tNck wood sinrtural panels
respectively.
ACG MATERIALS--AccuQufet types PAT), C40, D33. D-1E, D25, OX39, EM.125, EM.12V. . EM.2S0, E10,2505, ENC375. EM,3755, EM.750, and EM.7FA5.
UL Product iQ`"
BXUV.U404
0-5gll/Systef`*1Conitm'C(o,,i4sieffiby Usage Cucaiiner
• Authorities Having Airisdiction shout be consulted in all cases as to the particular requinemenis covering the installation and use of UL Certified products, equipment system devices and matenals
- Authorities Having Jurisdiction should be consulted before corsfir.O n
• fire resstance assemblies and products are developed by the design sulon tter and have been investigated by UL for compianre with applicable reganenents. The published information Cannot always address every construction nuance
encountered in the geld.
• Whom field sues arise., A its mourrunende l the Anil contact for assistance be the technical worce staff provided by the product mrnufacturer noted for the design. Users of fire resistance assemblies are advised W corsWt The general Guide
Information rot each product category and each group of auemblie , The Guide lnformatfon includes specifics conceming altemam materials and almoate methods of construction.
• Only products which bear U . s Mark are considered Certified.
BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States
BXUV? - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada
jjbiG- Torrington to F Pa-u Kt4 ANS1LL 263 r-'fedE Lf eel i--
( SW. CriuYia and Alktwape Variants,
see Gerard information for Fire Resistance Ratings - AN/ULC-STm Carfied for LAOMBI
Leona (memo anal Allowakde Variaxa
Design No. U404
September 27. 2019
Nonbearing Wail Rating -1 and 2 Hr (See Items 3 and 5)
* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada). respectively.
1 t 7 t
1 Hr. Gonfiguration
2 rfr. k;ontiguranon A
2 Hr. configuration B
Y rfr, t;onffgurat(on c
1. sine! Hoor and Calling (dnvrers - (Not Shown) - Channel shaped, 3-112 in wide by 1-114 in, deep, fabricated from mn 20 MSG (00329 in, min bare metal thickness) galvanized steel Attached to floor and ceiling with steep fasteners
spaced 2- in. OC max
1 Steel Studs- Channel shaped, fabricated from min 20 MSG corrosion -protected or galv steel, 3.1/2 n, min width, min 1-1/2 in flanges and U4 in, return spaced a Max of 16 M. OC. Studs friction -fit into I- and ceiling runners. Studs m be
cut SIB to 3/4 in tens than assembly freight
Cmwnllii p S,: uMu- - wIf n, .. 51a in lima, .waxtu 1.11-my OF nutuontanly with vemria joints centered .,Or stud. fastened to studs and fanners with corrosion resistant, chamtered, ribbed wafer head SR.ws with a minimum
head diameter of .4ito inch For nonbearing systems, fastened W studs all bottom runners with the uppermost screws placed 112 in. to 2 in. below the bottom edge of the Leg of the top runner. Hosiromat johns need not be backed by framing.
L W System - Screws shall be ram 1-1/4 infrog and spaced a max of 8 in OC. All vertical joints staggered one stud cavity from gypsum board vertical joints on the opposite side Or studs. Hortmntal cage jonU and horizontal butt joints on
opposite sides of studs need not be Staggered. 2-Hr System - For the base Ayer in Configuration A. the spews shag be min 1-114 irt long and spaced a max oI 12 in. OC For, ft. face!ryas, screws shad to I-SM in, lung and spaced a max of 8
:m OC All face payerjohns onset mfn 12 infrom underlying base layerjonts. Joints in either layer need Flat be staggered from joints on five opposite side of the vwaR.
UNITED STATES GYPSUM CO- Type DCB
PA
I®
System No.13
Subfloorfxg -15132 or 19/32 in thick wand struchind panel; min, go de'C-D' nr'Sheathing-. Face grain of pymood at arergth axis of panels W he perpendicular to joists with)cents staggered.
Vapor Banker - (Optional) - Nom 0.030 in. thick commerdal asphalt saturated felt.
Finish Flooring - flow Topping Mixture- -Min 314 or I in thickness of floor topping mtxtare lot 19132 or 15M in thick wood drucha al panels respectively, !Caving a min compressive strength pf 2100 psi. Refer to manufatturePs r,pocnoni accompanying the material far specific mitt design.
System No. 14
Subpoeahg - Min 15/3a- in. thick wood foo, hal panels•, mu, grade "C-D' or'Sheathing`- Face grain of plywood or strength axis of panels to be perpendicular To the joiAs withjoints staggerer)
Vapor Banner - ¢)poora0 - Commercial asphalt saturated felt 0.030 in. thick
Vapor ermine- iDpbonal) - Nom 0.010 in thick commerad noun -sized building paper.
Firdsh Ftoodrig• - Min 3r'4 in thickness at any Floor Topping Mixture beating the UL Clessif,ation Marking as to Fire Resistance. See Floor- and Roil-To(apfn9 Mixtures (CCO)) category tin names of Classified Companies.
Flow Mat Materals• -(Optional) - Non:. 114 in. thick loose laid over the sob8ow. Noon topping thickness sited be a minimum of 314 in,
KEENE BLAT DING PRODUCTS CO INC - Type Quiet Qud 551025 and Quiet Qurl 55/025 N
Alternate Flow Mat Materials* - (Opacrat - Floor Mat material Nam 31'8 in. thick loose laid over the subAoor. Floor topping Thickness "it be 4 minimum of 1 in.
KEENE. BUILDING PRODUCTS CO INC- Type Quiet Quit 604,10 and Quiet Qurf 60/040 N
Alternate floor Mat Mateaiab' -(Optional, -Flow ma4 met hem. 3/4 in. thick for. laid aver else 5ub0o.r. Floor lapping thickness shag be a minimum of I-1R in.
KEENE SUMMUG PRODUCTS CO INC-Type Quiet Qud 65/075. Quiet Quiet 6s/OTS N
Alternate Floor Mat UM-dmW -(Optional - Floor mat material N.M. 118 in thick loose ia:d over the subfi.-. Hoor topping Thickness shall be a minimum of 3/4 in
KUM BOUBM PRODUCTS OD INC -Type Quiet Qud 52/033 and Quiet Qurl 52/013 N
ANten,M. Ffeor Mat Um.d.b* --(Opt-.O - Flow Flat material Nan. Vol in, entangled net core with a compreflate fawc attached to Tor bonom lo,w lid oar the subtloor. Foot Topping tuck mess shall to. .minimum of 1 in,
KEENE BURRING PRODUCTS CO INC - Quiet Qud 55102S MT and Quiet Qurf 55,,025 N MT
System No. 15
Sabtio ming - Mn 23/32 in thick T&G wood structural portalsthin grade-Under)aymeW or 'Single -lode. Face grain of pywaud or strergth axis of panels to he perpendicular to the follows with end jpints staggered 4 ft. Panels secured to imsses is'hh
careatudion adhesive and No. 6d tinged shank nails spaced 12 in. DC a" each beess. Staples having equal or great. withdrawal add Ntaai resistance strength may be substruted for the 6d nail
Gypsum Board' -One layer of non SM in, thick 4 h Bride gypsum board, installed with lug dimension perpendicular to jofstt Gypsum board secured with I in. long No. 6 Type W bugle head steel scmws spaced 12 in. OC are imated a min of I -lit in.
from side and end jams I)*jonts of the gypsum board onto be staggered a ranins m of 12 Manes from the joints of the subl oor,
GCORM"ACIAC GYPSUM L L C- Type DS
Floor brat Matriab• - (As an alternate To the single layer gypsum ba Thal - Flacr mat material lease laid over the subflami
MARRON CORP - Type EnccapWilted Sound Met.
Gypsum Rearms' -(For use when Rotor mar K used) Two layers of from S/8 in, thick, 4 ft wide gypsum board, installed with "dimension perpendicular lop. es on top of the Bow mat nareoai. Gypsum board secured To each alder with I in. long No. 6
Type G bugle head AM strews spaced 12 it. OC and located a mn of I-t12 in. from side and ardjome: Thejahts of the gypsum boad are To be staggered a minimum of 12 aches in between layers and from the joints of the wbf[mr.
GIRDRGIA-PACIFfC GYPSUM L L C -Type TK
System No. 16
Subfiootbg - tAn 15/12 m thick wood Wmwral paneb, mfn grade'C-D" or-Sheatawg'. Face 9rain of plywood or wength axis of panel to ba pwpendi-L. tojoiss wnh jam# staggered
Vapor Bahr - (Optlonaq - Nom 0030 in. Thick commerdd asphalt saturated felt
Flnlsh Heading - Floor Topping tAxfum^ - Min 3/4 ire I in thickness of Boor topping mixture for 19/32 or 15/32 ins. thick snood structural panels respectively, having a min r omplessim Strength of 1000 f). Refer to marl/achner's fm;m;hens
outran tpanying the material for speak mix design.
DEPOCABLE LLC- GSL M3.4. GSL KZE, G5L-CSO all GSL RH
Furor Mat MatraW-(Optiona0 - Nom 1/4 in. thick loose laid over the sublace, Floor copping thickness shag be a minimum of 3/4 n.
KEENE BUIMM PRODUCTS CO UK - Type Quiet Quid 55/025 and Quial Quill SS/W5 N
Alternate Floor Mat Matadafs' - (Optioned} - Floor, mat material Nom. 3/8 in. thick Bose laid our the subikor. Floor topping thickness shad be a .-Mont of 1 in.
KEENE BUILDING PRODUCTS CO INC-Type Quiet Quit 60MO and Quf. Quit 60/040 N
Akrmata Floor Mat Matrids' - opi>onTB - Fkdr that material Nom 3/4 in. thick loose lad over tn. subfldor. Floor topping their- strop be a minimum of 1-112 in.
KEENE BUILDING PRODUCTS CO DIC -Type We Qurl 65/075, Quiet Qurl 65/075 N
Alternate Floor Mat Material%* - (Optional) - Floormat material Nom ;Bin thick loose laid aver the subfloor. Floor topping thickness shall be a nummum of 314 in.
KEENE BUUDMG PRODUCTS CO INC -Type Quiet Qud 5.1/013 and Quiet Quit 521013 N
Alternate Floor Met Material' - (Optional) - Floor met material Nom. 1/4 in, entangled mat core with a compressible lawc attached be the bottom loose laid over gee window . Flow topping thickness shad be a minimum of 1 in.
KEENE SUROWG PRODUCTS CO DIC - Quiet Quit $5/025 MT and Quiet Qurl 55/025 N l.(T
System No.17
SubRoormg - Mi. 15/32 in. thick plywaod or 7/16 in. thick oriented strand board (OSB) wood structural panels, min grade "C-D' or 'Sheathing'. Face grain of plywood Or strength axis of panels To be perpendicular to the joists wnh
joints staggered.
Wall and Partition Facings sled Acxissar(es' - Sound Barrier (Optional) - Acoustic Sleeper pads stapled to the top of the subffoor and centered overjoists, Acoustic Steeper pads are to be spaced appropriately, so that file finish
floor panels are fastened thnwgli Acoustic Sleeper pads to the joist
STC AIOCWECTURAL PRODUCTS L L C DBA STC SOUND CONTROL -Acoustic Sleeper
Finish Hoor - Min 19/32 in. thick wood sin,-val panels. min grade "Undorlayme,nt' or-Sio.Se-Floor". Face .rain M nh+.,v+. - st.e,.om ,d ns.,d w e., ,.-,x,-,.,u...n... -.. I—— --.,. j....- ,.., u.,..a, a... fill,.0 ..r I., 11. In o u or
ppu0n or Deng seated WAIT any UL Classified Caulk ar sealant found under - Fill. Void O Cavity Materials` fXHHvsr),
System No. 18
Subfloorirg - Min 19/32 in. thick wood structural panels, min grade "C-D' .1 'Sheathing" Fair, gram of plywood or strength axis of panel to be perpendcular to joists with joints saggered
Finish Flooring - Floor Topping Mixture- - Min 1 in thickness of (Ivor topping Mature, having a min compressfve strength of 45M psi. Refer to manufacturers institutions accampanyfng the material far specific mix deshrn.
SIKA DEUTSCHLAND GMBH- Type SCHONOX AP Rapid Plus
4. Batts and Blankets --Min 3 n. thick mineral woW insulation baths, friction -fitted between studs.
INDUSTRIAL INSULATION GROUP L LC- Type SAFB
JOHNS MANVILLE - Type SAF8
ROCKWOOL- Type APB. min. density 18 poi 128.8 kgfm'-
THERRVRRER INC-Type SAFE SAFE €F
5. Gyp- Board' - S/8 in thick, with square or Tapered edges, applied vertically or horizontally with vertical joints centered over studs. Horizontal tours need rot be backed by framing- Fastened Ydth Type 5-12 screws. I-Hr System - Fw
ve,- ical appiicatiwn, fastened to studs and mnners with T in long scra ws spaced max 8 in OC at vertical edge, and spaced max 12 in OC in if.- field. For hooaontal application, fastameld to studs and mnners vdth I. in. long screws Spat max 8
in OC Verocaijoints staggered one stud cavity from cement board vertical joints on opposite side of studs. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. 2-Hr System - Base layer with an
oveyng gypsum board face layer, fastened with 1 STL long screws spaced max 16 in. OC to sbdds and runner,. Base layer with an overlying cement board face layer, fastened with 1 in. tong screws spaced Max 12 Tn. OC to studs and runners. Face
bin- fastened with SSB in. long screws spaced max 16 in. OC W scuds and runners with strews offset 8 irt from face layer screws Face layer joints offset min 12 in. from base layerjoms. )ants in either layer need not be staggered from joints
on the opposite side of the war When used in widths other than 48 in., gypsum panel to be installed hanzontally.
CGCIK - Types AFL C fli IP-XL m-X2, )FC-Aft SCX SITS, SGX ULX USGX, WRIC or WRX Point Tape and compound. Items 6 mad 7, Optional for use with Type USG)().
UMW STATES GYPSUM CO- Type AR C FRX-G, tP-Aft (P-XI. tP-XZ 1PC-AI( SCX SFix, VU)i UUL war, VJRX USGX Pont tape and compound, Items 6 and 7, Optional for use wifn Type USGX)
USG $OPAL DRYWALL SFZ LLC -Types C SIX, SGX USGX (ant tape and compound, Tams 6 end 7, .PrMSd for.. with Typo USGX)
USG MEXICO S A DE C V - Types AR C P-AR 0' -XI. IT`-X2 WC .AR, SQL SKX ULK, USGX WRC WPX (joint tape and compound, Items 6 and 7. epcional for use w,th Type USGX)
SA- Gypsum Board* - (As an alternate to Item 5 may be used as the base layer on one or both s,'des of wild, For direct attachment arty) - Nom 518 in. thick lead backed gypsum panels .all beveled, square or taped edges, applied'renpw0y.
Vertical jams centered over studs and staggered min 1 stud cavity on opposite sides of studs Walboard secured to studs with 1-1/4 irt long Type S-1-2steel screws spaced 8I.. OC at per i,nete and 12 in OC in the tietd.
MY -BAR ENGINEERING CORP- Type Re-taG
58. Gypsum Bold-- (As am alternate to 0em 5 may be used as the base foyer on one or both sides of wall For direct attachment only). Normna) 5/'8 in. thick lead backed gypsum panels worn beveled, square of tapered edges aprJreo
vuric ly. Vertical joints centered over studs and staggered min 1 stud cavity do opposite sides of studs. Wallboard secured W suds with 1-1/4 in. long Type S-'-2 (w e6 by 1-V4 inbig bugle head fire di the , steer screws spaced 8 in. Cx' at
permitter and 12 M. OC fn the field.
NEW ENGLAND LEAD BURNING CO INC, ORA NELCO- No,a
iC Gypum, Board' - (As an alternate to hem 5) For Direct Application W Studs Only- For use as The base layu or as the face layer. Nom 5B n. thick lead bacleed gypsum panxFs with beveled. square or Tapered edges, applied vertically.
Vatic joints centered over studs add staggered ram I stud cavity on opposite sides of studs. W alito.ard secured to Studs with 1-5/8 in tong Type 5-12 steel screws spaced Am. OC at perimeter and 12 in UL in the fled ,.,her applied as the base
layer. When applied as the face layer screw length to be increased to 2-112 in. Lead batter, strips required behind vethaljoints of lead backed gypsum wdtboard Rod optional at remaining stud locations. Lead batten Mips, min 2 in. wide, -
III h long with a max Thickness of 0.140 in. paced on the face of Studs and attachedto the stud with two 1 in. long Type S-8 pan head steel screws, one at the top of the strip and ore at the bottom of the strip -ead discs, rtax 5/1.6 tn. diem by
moss 0.140 in. thick. compressiom fitted or adhered over the u-rew heads. Lead batter stops and dgscs to have a purity, of 99.5% rneetirg the Federal specification QQ-'L-201L Grades -8. C of D Fasteners for face layer gypsum panels Otero, 5)
whim installed over leak) backed board to be min 2-V2 in.
MAYC08mUSTRiES 1NC -Type X-Ray Shielded Gypsum
5D. Gypsum BoaaY- ((As an alternate W hems 5 may be used as the hose layer On one or both sides of wall Fiat direct attachment Only)) For Drect Application to Studs Only- Nam SB in, thick bad backed gypsum panels with th.-le:i, ,c.rahe
or tapered edge i applied vmdcally- Vertical jo e. centered aver studs and staggered min 1 stud cavity -, oprlu,ite sides of studs- Wadbdad secued to studs him 1.1,14 in long Type 5.12 steel screws spaced 8 m. OC at pe,no ew and 12 in OC
in the field. Lead batten strips, ran 2 im. wide, max 8 h long with a max thickness of 0.14 in. placed on the face of studs and attached to the stud with construction adhesive and two 1 in long Type 5-12 pan head steel screws one at the top of
the strip all one at the bottom of the stop. Lead discs, nominal 3B in, diam by Max 0.05 in thick. Impression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 999% meatirrg the Federal Veioficaom
QQ-L-201L Grade "C. Fasteners for face layer gypsum panels jtem 5) when installed over lead backed board to tre min 2-V2 in, Type S-12 bugle tread steel
RADIATION PROTEC130N PRODUCTS INC-Type RPP- Lead fumed Drywall
5. Joints- Covered with glass fiber mesfi tape and latex modified Portland cement molar or hasFswL or Type i organic adhesive.
7, Joints- When tapered edge gypsum board is used, face layerjants covered with joint compound and paper tape. As an alternate gypsum whaee plaster may be applied to the entire Surface of Classified Sumer, baseboard with joins
reinforced- When square -edge gypsum board is used. treatment ofjoints is optional.
A. Vapor Retarder, Water Bank" or Weather Resistive Barrier - (Optional - Not shown) - M required.
E Lead Batton Strips- (Nor Shown, For use YYth item SA) - Lead batten strips, .in 1-112 in wide, max 10 h long, with a max thickness of 0,125 In. Ships placed on the intend,tmom. face of studs and ached frthe exterior face of the stud with
two 1 in. long Type S-12 par head steel screws. one at the top a the strip and one at the bottom of the strip. Lead Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-2DIt, Grade "C-. Laud fatten strips required
behind vertical joints of lead backed gypsum waiboard (gem 5A) and optional at remaining stud locations- Required behind vertical joints
9A. Lead Batten Strips- (Not Shawn, for use with Hem SC) Lead batten strips, 2 in wide, max 10 ft long with a max Thickness of .0140 in Smps plat.) on the face mistrials and allac hed to the so,d wire two min. 1 it, long ran. Type S-8 pan
Mad steel scews, onr at the top of the strip and oree at the bottom of the strip or with one min. I in. long min. Type 5-8 pan head steel screw at the top of the strip Lead batten snips to have a punily Of 99.51+6 meeting the Federal ,po ir,tahort
QQ-L-2011 rxadits "8, C or O'. Lead batten strips required behind vertical joints of lead backed gypsum wallboard Otero 5) and optional at remaining stud kdrahons.
10. lead Oka w Tabs, -(Nor Shover Far use With hem SA) - Used in lieu of or In addifion to the lead batten strips (ken 9) or optional at ether Locations - Max 3/4 in. diem by max U25 in. thick lead discs compression fined or adhemd osier
steel screw treads or max 0 m by 1-114 in by into 0.125 in thick bad tabs placed on gypsum boards item SA) underneath screw locations prior to the installation of ft. screws. Lead discs air Tabs to have a purry of 99.9% meeting me Federd
Specification QQ-L-201f, Goad.'C.
10A Lead Dios - (Not Shawl% fr use "Th hen SC} Max 5/16 in dam by max 0,140 in. thick lead discs compression Intent or adhered over steel screw heads. Lead disc to have a purity of 99 5% meting The Federal Specifcat;on QQ-L-201f.
Grades "It, C or D'.
11- Used patter, Strips- (Not Shown, Far Use With loam 58) Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.142 m. Strips placed on the fate of studs antl attached to the Stud with tvm -n. 1 n, loiig min. Type 5-8 pan
head steel screws, one, at the top of the spry and one at me bottom of the Strip or with one min 1. in. tong min type 5-8 pan head steel screw in The top of the strip- Lead barren strips to haw a ounT or 99.o% mceom9 it,,, Fod... I speciscarinn
QQ-L-201L Grade "C'. Lead batten strips required behnd vertical joints of lead backed gypsum wallboard (Item 56) and optional at remaining stud locations
12. Load Tabs - (Not Shown, For Use With hem 58t 2 in. wile, 5 it, tong with a max thidmess of 0.142 fn Tabs friction -la around front face of stud, the stud fohdad pact flange, and the back face of the stud. Tabs required at each kica=.ion
whale a spew (that secures the gypsum toads, hem 5g) will penetrate the steel stud. Lead tabs to haw a Furry of 99.9% orating The Federal specification QQ-L-201t Gade "C'. Lead Tabs may be held in place with standard c uhesive tape it
necessary.
* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (Such as Canada),
respectively.
Jan-SApdamig on 2019-09-27
The appearance of a cmmary's name at product in this database does not n itseff assure mat pmd i w re ntifietl have been manufactured under UL's Fogow-Up Srayke, (lay those pr oul t.wuv; :tw UL Mark should be C..-.o to be Cani'ed am rnvemd .nder
ut's iothis-zlp Sarvtce. Always kook for the Mark or the siodei
UL. permm the reprodurnon of the wawa! Contained in use Online Certification Directory subjett to the following tonddiom 3 The Guide 1.1-opean, ASsouloes, C. sporioions. Designs, Systems, WWOT C.nE(and s, fries) must be presented in thet ernini and m a nan-
rheradng mw without any manipulation of the data for drawnge). 2. The statemrnt'Repdnteo from the Otem, Cernfir mmi Directory wah parasxion from UL"musr appear adjacent to die extracted mate...- n addition The repn^ted rrwterid m.sh ,,,.. ce a ccpyn91<f
nooca m ftfoZing fortrut -O 2020 Ut ItC-
System No. 19
Finish Flooring -15/32 or 19/32 in thick wood Structural panels, min. grade'C-D" or 'Sheathing'. Face grain of piyw•cOCI er strength axis of panels To be perpendicular tojoists withjoints staggered
Vapor Barrier - (Optional) - Commeccial asphalt saturated felt, 0,030 in, thick
Vapor Barrier- (Optional) - Nom 0.010 in, thick commercial rosin -sized building paper.
Finish Flooring - Floor ToppingMbdure'- Min 314 is thickness of an Floor Topping Mi Y oo RP g xtu a bearing the UL Class Ricardo Markingas to Fire Resistance See Ft-,- n
Classified Companies. and Roof Topping Mixndres (CCOX) category for ra+nes of
Hoor Mat Materials' - (Oprwnal, Not Shown) - -Floor mat matenai box laid over, the subgoo Refer to manufacturers mistrumorK regarding the minimum thickness of floor topping Duet each floor mat material,
LOW & SONAR INC- Enk iSonicpt by C.lb-c! a rwrricer of the tow at goner group Types 125, 2SA 250 Plus, 400, 400 Ph," 7SO, and 750 Mi.
Aar Mat Reinforcement - (Qptionalj - Refer to manufacturer's instructions regarding minimum thickness of floor topping for use with floor mat reinfri cem-L
Metal Lath - (Optional) - Expanded steel diamond mesh, 2.51b 1 sq yd loose land over floor mat material.
Fiborgil". Mesh Reinforcemnent-(Optonal) - Coared moil woven glass fiber mesh grid base raid over floor rot material
2 Flooring Fasteners -{Nat Shown) - The subflooting (first la yerj of each floor system and finish flooring of System No. 1 are to be fastened to the steel joists with Type 512 by I-15/16 in. long self-daKing, pilot pumt, steel screws.
The screws are to be spaced 6 in. OC around the perimeter of the floor and at all end ,butit it f p } joints o the panel. Spacing in the field to be 10 in. OC. For flooring System No. 2, the finish Flooring is tp be fostered to the subfloodng with
Type S12 by 2 irt beg steel screws spaced 6 in. OC zmund :he perimeter of ;low floor and at all end (fwD) )Dints of the finish flooring panels. Spacing in The field to be 10 in. OC with roYls of screws spaced 16 in. OC
3. Structural Steel Member - hurt W8 x 15 wide flange steel beam.
4. Steel Joists- Tl)ejoists are channed-shaped ruin 7 in, deep with n:ht I-Si8 in, wide flanges aid 112 in, king Stiffening flanges. Tid joists are fabricated from min No. 18 MSG gaH steel. Min yield strength of steel is either 33.000 or
40,000 psi with corresponding max working Suess of 20,000 and 24,000 psi. Joists spaced max 24 in. CC. At fast splices beenmg on supports. joists are overlapped a min of 3 in. When ceiling dampr (atom 8) is used, min joist depth
is 14 in
5. Jost Stiffeners - (Not Shown) - Charnel -shaped stiffeners, made from min No. 18 MSG gale steel Stiffeners are 6-13/16 ill long, 3 1/2 in. deep with 1-5/8 in. flanges and 112 tn. stiffening flanges. The joist stiffener: are used at At
beanog tncarions of iftejasts.
6. Joist Bridging - (Not Shown) - fostdled immediately after joists are erected and before concoction loads are applied. The bridging consti of joist section cut to Length and placed between outer supports, an ac's
acent too openings
9
d at m d span with 8 ft OC Maxmax Spacing. Bridging Channel are screw -attached at each end to webs using angle clips. V-bracing of I-312 in. by 20-gal galvarieed steel is urea,-attxhed to bottom just flange between bridging
chaminvell
6A. Horizontal Jobe Bridging - Used in lieu of hem 6 in samejoist bay as ceiling damper Otero 8). when ceiling damper is employed. Joist section cut to length and secured fojoists above bottom flanges watt Type S12 screws end 1-
1JZ by 1-1R m. No. 18 MSG gaH steel angles.
7. Beam Cage -The cage used fo support the gypsum board beam protection is faoricaled from No. 24 MSG electr ngalvanfzed steal angle with 1/8 by 1-3/3fn legs and No. 25 MSG. elecrogalvanzed steel channel Studs, 2-I12 in.
aid. with 1 in, legs. Angles are fastened to the steal joists using 1/2 in. pan head steel sheet metal screws.
S. Ceigng Dampw' - (Optional) - Max non area shall be ' 98 sq in. Max rectangular Size shall be 12 in, wide by 16-V2 in. long. Max height of damper shall be B-3/4 in. Aggregate damper openings shag not exceed 59 sq in. per 100
s ft of ceiling area is actor q g a a. Damper stalled m dance wit), the manufacturers installation instructions provided with the damper- A steel grille item 13) shall be installed in accodarnce with installation instructions.
RUS04 COMPANY - Model CFD7
9. CeBirg DamperSupport-tNot Shown) Provided with ceiling damper. Support w(uned to ceiling damper and Imoijnists m accordance with installation instructions provided will, ceiling damper.
10. Gypsum Board• -For Ceiling - Two layers of V2 in. thick gypsum board installed with long dimensions perpendicular to joists. Base layer attached to steel joists using I in. long, Type S12 bugle head steel saaws spaced Rim OC
along butt jams and LZ in. T7C :n field along thejoists. Buttjolms to occur beneath joists with screws located 1/2 in. for the butt joints. outer layer attached to assembly using 1-L/2 in. tong, Type G bugle head steel screws spaced 8 in.
OC along butt joints and with 1-5/3 in. long, Type 512 bugle head steef screws spaced 12 fn OC in the field along th.purts. Butt joints of outer layer to occur between joists with screws located 3/4 in from the butt joints. Edge joints to
be staggered between layers. For Beam - Two layers of 1/2 in. thick gypsum hoard fastened to beam cage. Inter layer wooed using 1 in. long, Type S12 bugle head steel screws spaced 12 in. OC and otter layer fastened to cage usng
1-5/8 in. long, Type $12 bugle head steel screws spaced 12 in. CC, joints are to be staggered between layers-
AMERICAN GYPSUM CO -Type AG-!._
CABOT MANUFACTURING ULC - Type C
CERTAfNTMD GYPSUM INC - Type C
CGC INC - Type C IP-)2
CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C -Type LGFC{1A
GEORGIA-PACIFIC GYPSUM L L C - Types S, DAPC, TG-C
NATIONAL GYPSUM CO - Types CXP-C, FSK-C, F5W-C
PASCO BUILDING PRODUCTS L L C, RBA PASCO GYPSUM - Type PG-C
PANEL REY S A-- Typa PRC
THAT GYPSUM PRODUCTS Pa -Type C
THE SIAM GYPSUM INDUSTRY (SONGKNLA) CO - Type C
UNITED STATES GYPSUM CO - Type C. IPA2
USG MORAL DRYWALL SFZ lu - Type C
USG MEXICO S A DE C V - Type C, TP-X2
10A. Gypsum Be"* - (Not Shownb- As an alternate to Item 12. Two layers of own 518 in thick by 48 in. wide gypsum board 'ustalle l as described !n Item 10
CGC INC -Type ULDT
UNITED STATES GYPSUM CO -- Type UNIX
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