HomeMy WebLinkAbout3777 Correia Dr_7W
ENGINEER'S NOTES:
1, DESIGN WIND SPEED: 140 MPHu(t / 110 MPHosol , 3 sec gust
PER ATC HAZARDS BY LOCATION
2, RISK CATEGORY PER FBC 17 6TH EDITION Table 1604.5 : II
3, EXPOSURE CATEGORY =
//B#
4, INTERNAL PRESSURE COEFFICIENT
0.18
5, COMPONENTS & CLADDING DESIGN PRESSURES
FIGURE 30.5-1
(R 11 El F)
ZONE 11a:
+101-21
psf
ZONE 2a:
+10/-37
psf
ZONE 3a:
+10/-55
psf
(WALLS)
ZONE 41a:
+21/-23
psf
ZONE 5b:
+211-27
psf
(ENCLOSED BLDG)
PER ASCE 7-10:
GENERAL NOTES
BUSINESS GROUP B 393 SU FT/100 4 PEOPLE PER TABLE 100412 FBC
GROUP S LOW HAZARD 2007 SQ FT/500 4 PEOPLE PER TABLE 100412 FBC
3 SUITES @ 2400 = 7200 SQ FT
INTERIOR REQUIREMENTS
FLAME SPREAD/SMOKE DEV,—EXIT ACCESS UNSPRKi TYPE 'B' FLAMESPREAD 26-75 SMOKE DEV, 0-450
FLAME SPREAD/SMOKE DEV.—EXIT ACCESS 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 SPRK, TYPE 'C' FLAMESPREAD 76-200 SMOKE DEV, 0-450
W
W
TABLE 803.11
INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk
ZONING CLASSIFICATION:
BUILDING AREA: 7200 SQ.FT.
BUILDING USE: BUSINESS
SPECIAL OCCUPANCY: N/A
GROUP: GROUP B
TYPE OF CONSTRUCTION: 3B
MIXED CONSTRUCTION: NO
BUILDING HEIGHTi <35'
SPRINKLED: NO
APPLICABLE BUILDING CODES
TOTAL
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 eel, PLUMBING (2017)
FLORIDA FIRE PREVENTION CODE 6th ecl,(2017)
NATIONAL Fl. ECTRICAL CODE, 2014 EDITION
FLORIDA ACCESSIBILITY CODE 6th eel, (2017)
AMERICANS W/DISSABILITIES ACT (ADASAD), ed, (2,110)
FIXTURES SHOWN MEET REQUIREMENTS
GROUP
SPRINKLERED
NONSPRINKLERED
Interior exit stairways and rcmprzorrIdors
and exit passageways a,b
and
enclosure for exit
access stairways
and ramps
Rooms and
enclosed
spaceF5
Interior exit �;tairways
ramps and exit
passageways a,
a6drrldors ond
enctosure for ext
access stairways
and ramps
Rooms and
enclosed
spaces c
A-1 & A-2
B
B
C
A
Ad
Be
A-3f, A-4, A-5
B
B
C
A
Ad
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
1-2
B
B
....................... . . . . . b
�T
A
A
B
1-3
A
Ai
C
A
A
B
1-4
B
B
Bh.I
A
A
B
R-2
C
C
C
B
B
C
R-3
C
C
C
C
C
C
0 -
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 shalt 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 noncombustliote base or over furring strips applied to a noncombustible base and f1reblocked as required by Section 803.13.1.
b1n other than Group 1-3 occupancies In buildings less than three stories above grade plane, Class B Interior finish for nonsprInktered buildings and Class C
Interior finish for sprinktered bultdings shalt be permitted In Interior exit stairways and ramps,
c,Req u'reme nts for rooms and enclosed spaces shalt be based upon spaces enclosed by partitions. Where a fire -resistance rating Is required for structural
elernen ts, the enclosing partitions shalt extend from the floor to the ceiling. Partitions that do not comply with this shalt be considered enclosing spaces
Ono, t he rooms or spaces on both sides shalt be considered one, In determining the a
aflpticabte requirements for rooms and enclosed spaces, the specific
occupancy thereof shalt be the governing factor regardless of the group cLassific on of the building or structure,
d,Lobby areas In Group A-1, A-2 and A-3 occupancies shalt not be less than Class B materials,
e.CLass C Interior finish materials shalt be permitted In places of assembly with On occupant Load of 300 persons or Less,
f.For places of religious worship, wood used for ornamental purposes, trusses, paneling or chance( furnishing shalt be permitted,
g.C(ass B material Is required where the building exceeds two stories,
h.CLass C Interior fIn1sh materials shalt be permitted In administrative spaces,
I.C(ass C Interior finish materials shalt be permitted In rooms with a capacity of four persons or Less.
J,Class B materials shalt 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 cis provided for In other sections of this code.
I.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 41r A.F.F.
THIS DRAWING HAVE BEEN DESIGNED TO CONFORM 70 THE 20`17 FLORIDA BUILDING CODE
STH EDITION
N
THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS. PAINT AND DECORATIVE
CEMENTITIOUS FINISHES LESS THAN 5M INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION
WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS TW 8 INCHES IM ALL FOR INSPECTION
FOR FUTURE TERMITE INFESTATIONS
WIND
BUILDING 18 DESIGNED To CONFORM To ASCE 7-10. CHAPTERS 25 THRU 31, PER 2014 FLORIDA
BUILDING CODE, AND 2014 FLORIDA BUILDING CODE 5TH ADDITION SECTION 1W9 I I
WIND DESIGN ASSUMPTIONS:
BUILDING EXPOSURE - 0
BUILDING RISK CATEGORY - 11
MEAN ROOF HEIGHT W OR -LESS
HEIGHT t EXPOSURE ADJUSTMENT
COEFFICIENT a 1.0
ENCLOSED BULMNG
INTERNAL PRESSURE COEFFICIENT 0 18
WIND SPEED SHOWN AT THE BOTTOM RIGHT
CORNER OF THIS SHEET
ALL STRUCTURAL ELEMENTS. EXTERIOR
WALLS AND INTERIOR WALLS SHALL BE
TYPE V CONSTRUCTION PER FBC 602 5
BUILDING
ZONE
ROOF OVERHANG
LOADS
ALL OTHER
COMPONENT
LOADS
I
NIA
0-37.01-405
2
-75.3
+37.0f-U.5
3
-128.9
+37 01-102.2
4
WA
+40 5/-a 9
5
wk
.040vu-11
EXTER11OR WMDOWS & DOOR ASSEMBUES:
ALL MULLIONS AM ADJACENT DOORWNDOW ASSEMBLIES SHALL 13E TESTED OR ENGINEERED TO
TRANSFER 1.5 71MES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE
INSTALL ALL "NDOW Is DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONZ
TO ACHIEVE THE DESIGN PIR-F-191-61!
SAFETY GLAMNG:
U 97zl -1035
I hereloy certify that I have reviewed this plan and found it to loc in
compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition
David W, Smith, P,E, #"-)3608
ENGINEER LICENCE #53608
INDEX S H T #
1,
COVER
2,
FLOOR
PLAN
3,
LIGHT
PLAN
4,
POWER
PLAN
5,
HVAC
PLAN
6,
FIRE SAFETY
PLAN
7,
UL
SHEETS
ALLWORK SHALL Cok,rm.y INIITI-�,
6IFFA CODES AND STA4iDARDS
1EW DA
-j TE—LL
..jTy OF ZEPHYRHILLS
FIRE AND LIFE sAFETY EXAMINER,,6��
ALL WORK SHALL COMPLY WITH PREVAILING
CODES FLORIDA BUILDING CODE,
NATIONAL ELECTRIC CODE,
AND THE CITY OF ZEPHYRHILLS
ORDINANCES
PARCEL: 19-26-22-0010-00000-0130
CHANCEY PARTNERS
3777 CORREIA DR
ZEPHYRHILLS, FLORIDA
D.W.SMITH,M.S.,P.E.#53608
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
PROJECTS ENGINEERING CONSULTANT
9909 WALLASTON DR I VE—DADE C I TY, FLOR I DA 33525
PHONE:813-469-2289 E-MAIL: dwsf 1pe@earth link, net
wyaw akrz: / / ;�-[ 6-
C"'t(WzVP"'*'T#*f L
SUMft%G ()Irl"C? A- L
RICK GOLLHARDT - DRAFTSMAN
813-781-3651
rgollhardt@tampabay.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. 3777 #2
7
§uj
uj
I V)
N
CONTINIOUS C-CHANNEL METAL TRACK ROOF DECK
FASTEN WITH #8-18 WAFERHEAD FRAMI
SCREWS IN EACH TRUSS CONNECTION
"ROOF DECK
z--6' STEEL STUD 2 HOUR FIRE WALL
EE U404 —19 INSULATION 0� \_(1) #10 SCREW
B WALL TO HAVE R PER STUD FLANGE
III
DOUBLE u r_j kAE1 I STEEI qTHR C 16" 0 C
LAYER, FULL
A HEIGHT 5/8"
/ \-TYPE X
0 GYPSUM
BOARD ON
EACH SIDE OF
STUD WALL
INIFT1,11101: UTT
STUD BASE DETAIL
FRAMING NOTM
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
6' STEEL STUD 2 HOUR FIRE WALL
SEE U404 DETAIL ON SUBMITTAL SHT
WALL TO HAVE R-19 INSULATION
%V, 1j
// -j ENLARCE"I CIRCLE "B"
2 LAYERS 5/8x
GYPSUM BID FASTEN 5/8x GYPSUM BOARD TO STEEL
ID RUNNER5 H -
p. MAX DONYWLMES
We - .
TYPICAL EACH SIDE
ATTACH 8' STEEL TRACK TO EACH STEEL
STUD IN WALL WITH 3-#8X3/4' SMS AFTER
FIRE WALL IS BUILT,
Kw --
CEILING JOIST FRAMING PLAN
METAL STEEL STUD 0 16" O.C.
-CONTINIOUS C-CHANNEL METAL TRACK
FASTEN WITH HILTI X-U UNIVERSAL
KNURLED -SHANK PAF'§ 0 24- O.C.
I (EMBEDMENT = 1 1/4
(1) #10 SCREW
PER STUD FLANGE
ENLARGED CIRCLE 'PAP'
6" YETAL STUD WALL
(1) #10 SCRI
PER STUD FL
MOVE)
CEILING JOIST DETAIL
'--,ATTACH 8' STEEL JOIST TO TOP
OF WALL WITH FRAMING CLIP WITH
2-#BX3/4' SMS AT STUD AND TOP
�D OF WALL
"ATTACH 8' STEEL JOIST TO TRACK
WITH 1-#BX3/4' SMS EACH SIDE
FENER
TO 8"
ARGED CIRCLE Y11
'AL STEEL STUD 0 16" O.C.
(ALIGNED
ITH JOIST
ABOVE)
CONTINIOUS C-CHANNEL METAL TRACK
FASTEN WITH HILTI X-U UNWSAL
KNURLED -SHANK PAF-� 0 24 O.C.
(EMBEDMENT = 1 1/4)
ICRETE SLAB
ENLARGED CIRCLE "D"
WEB STIFFENER
0 SCREW TO 8"
DIST
a
i
00
EXISTING 14'X12' RIBBON FOOTER
EXISTING PAD FOOTER!
lot
0 110
SUITE A SUITE B
STUD SCHEDULE
FLOOR
SIZE/SPACING
BOTTOM TRACK
TOP TRACK
BRIDGING
NOTE
IST
Yg) ktWjOP
'; A �r
?'Aql I% L AV E
- 41E (1) H
g�
jrTD'geK ql%N
E
4 RO�Tr �5 0 - SP P
C 813"13) A
T (7/ G
C
11 U �Ap,��LW/
I 4N ACH
J�M %1%
UD
17'-0' MAX
2; V ty%�TktWJOP
jr, -1
A H LANGE
LA
E g1j, (3j > H
I& �JA T�-
%FTq
�RDT - 813 A13) AS� IP
ACVO
(7/ M G
_�VA%LW/
N SU H @ EACH
10414113�YE�j,
VUD
25'-0' MAX
R-19 INSULATION
3 5/fr STRUCTURAL STEEL HEADER
5/ir STRLXTURAL STEEL STUDS
e' STRUCTURAL STEEL CEILING I
HOUR FIRE RATED, SEE DETAIL L524
ATTACHED INSTALLATION SHEETS
3060 'CA 'N '0 ON
RATED ITLYOPAD SLEARITNEGRWARLLN
A3 5/8' NON STRUCTURAL STEEL STUDS
R ITI&R JIMII;p �ZL GYPSUM BD
f3 5/8' NON STRUCTURAL STEEL TRACK
N;TVT6A10j�UfVSWWL %H SEARE
WITH MASONRY SHOT PINS AT 16' D.C.
0
5/8x CEILING TYPE GYPSUM BOARD
5/8x GYPSUM BOARD TYPICAL EACH SIDE
MIN R-13 INSULATION
3 5/8' STRUCTURAL STEEL TRACK
WITH 1-*IOXI' SDS AT EACH SIDE
OF STUD
5/
M
3
W
I
I
x
N
5
T
8
H
G
R
8
Y
I
OF STU
3 5/8' STRUCTURAL STEEL STUDS
P
S
3
S
U
T
I
STC1
1 AKROPikE RATED WALL SEE DETAIL
I
U404. WALL TO HAVE R-13 INSULATION
3 5/8' STRUCTURAL STEEL TRACK
g;T T 6 - .9&SDSWAT E�EHSLSAJE
�T6J b RE ALL
i
WITH MASONRY SHOT PINS AT 16' D.C.
EXISTING 6' THICK 3000#psi CONCRETE
WITH WIRE MESH OVER 6 KIL VISQUEEN AND
CLEAN COMPACT TERMITE TREADTED SOIL.
BUILDING CUT SECTION DETAIL
FLOOR PLAN
EXISTING STEEL COLUMN BEAM
�EXISTING CEILING INSULATION
EAVE HEIGHT @ REAR
EXISTING STEEL WALL PANEL
EXISTING WALL INSULATION
LO
i 7"��EXISTING 14'XI2' RIBBON FOOTER
EXISTING PAD FOOTERS
L
SUITE
A
2007
WAREHOUSE
393
OFFICE/LOBBY/RESTROOM =
2400
SUITE
B
2007
WAREHOUSE
393
OFFICE/LOBBY/RESTROOM =
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'X7'0' FIXED GLASS
THUMB TURN INTERIOR
XBRR LEVEL
WIND PRESSURE +31,38 -39.37
U-VAL .45 MIN
SHGC .35 MIN
B
12' 0' XIO' 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
I
3/4'X7'0' FLUSH HOLLOW METAL
STEEL
ADA LEVER KEY LOCK
1 HOUR FIRE RATED
I HOUR FIRE RATEE
DOOR CLOSER
ADA �OWIS6h
U-VAL = .35 MIN
3-4. H N
R-VAL = 2.85 MIN
2
3/4' X7'0' FLUSH HOLLOW METAL
STEEL
ADA LEVER PRIVACY LOCX
3-4.5 HINGES
3
3'0'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 I SHEET OF
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
PROJECTS ENGINEERINC CONSULTANT
9909 WALLASTON DRIVE—DADE CITY FLORIDA 33525 SCALE
PHOND1313-469-2289 E-NAIL: 6sf1pe@earth1 ink, net DO NOT SCALE
DESIGN/DRAWN
ER LICENCE #53608 R. COLLHARD
I hereloy certif y that I have reviewed this plan and f ound it to loe in
compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition
David W. Smith, RE, #53608
9 OCT 2020
CHECKED
DAS.,p.e.
2 OF 7
JOB NO.
2020-1003
ELECTRICAL SPECIFICATIONS
1.1 SCOPE
A. WOW INCLUDED: Mcluds the fakv&*V Wwk In addition to Rome normally part of this
01 " for No" and pow.
02 Installation of 1100V ftcturse with lamps.
03 U*A" panall , - I and distribution porWboards.
04 Connection of equipment
05 Central wOV.
06 Disconnection and ov of eMng fttw and wklr4 not to be Lis d.
1.2 MINIMUM COMPLIANCE STANDARDS
A. AN work shall be done In --so don, with the requhm wdn of the falowkw
01 FlorWo Build" Code Sixth Edition (2017).
02 Florldo Illu" Code - R chla, Conservation MO Edition (2017). Section C405.
03 2014 Issue of the Notlo a Electrical Code (MFPA 70).
04 AN It - pl - I Owvb to oonfore. to ASHRAE 91a Fin 90.1. 11.42. 2010.
05 " In Patim Care Areas sholl comply with NEC 517.
00 Other opp4looble NFPA Codes,
07 RerActlon of local cuthorNes havi" Palsdallon.
L Furnish and Instoll all labor. nato and equipment and - i In necessary far mi p8sts and
safe Install -tic of the electrical systa Indicated on the drwAW and ot In the
spooMostlons horokwifter. Electrical systsmat and equIpment shall In ge'vol Makido the following:
01 General p - do - for slooblool work.
02 WbIng, dishrlbution equipment and ds,!
03 LWdng Mis and lomps.
04 Grounding " be .
1.3 GENERAL PROVISIONS FOR ELECTRICAL WORK
A. DRAWINGS: El 1 MW diatol .. Il I dk*vmmuft and fridlooto go- M arraropment of work
and systorm Raft to other dwh to vergy ka-me of equipment. oto. Check drawk of
other trades to yoft weact @p000 condition or underground Nnos. Drawkw Soollso p ol the
Indication of al offeets WaW and accessorUs required. howswu those Not will be
provided by this subcontractor at no extra cost to the ownsi
IL QUALITY Of MATERIALS: Now. best of their sopmN, Idnd. free *am defects. and listed by
UndwwdW* Laboratorlisk Inc or bearing their k"
C. SW DRNIRNGS:- Submit four (4) copies of shop d owhqo for WOng flictum and paraboords.
Obtain app - hsfo equipment Is ordered. built or Installed.
0. EWAVATION AND GACKFILUNG: Ex*wAbk bodN and restors vjrftm for al ' A IF - work.
E Visit oft and In p o eds" facilltion lbeft s bld In order to orwiris propm evaluation of
woikk oondItIons and lantla of vdstIrV oquipmen.
1.4 WAK DISTRIlUTION EMPMENT AND DEVICES
A. CONDUCTORN Copper. In --ma de - with ASTM Sto oln references AWG. Conduckm Me. 10 and
anallsi sko cold, No. 8 and larger h - ml A Insulation of conductor N - oplostic. "a THHN
(min. obs: No. 12) any vire 1 istall cub"*. undergrourA In slabs. or aposed to inalsbas
sholl how THWN Insulatlon.
L RACEWAY& RW STEEL CONDUIT. ful Weight pip folvankod. threaded. and minimum 1/9 kWh woopt
as noted or quh - for wirl". ELECTRICAL MEIALLIC TUBING (OM. thin wall pim galvantzed. threadless.
no woodo fft*qo. and minirnum 1/2' wicept as noted or ipal for vib". FLEME STEEL CONDUIT.
continuous s4;gIvab gohmcnh" and minimum 1/2* Wn except as noted or requirw for wiring. PVC
CONDUIT. heavy duly VM also as IncilcatecL Separate i sholl be used for ouch , altog e) to i
Type AC or MC Cable I a permitted.
C. DISCONNECT SWITCHES: General Duly, horsepower rated for . Wm Made ON or 250 volt rating. fund
or non-4usod as noted. number of polso as Indicated. cover 0 b- 6&- with Roffi Enclosure
NEMA I for Indow use and NEMA 3R far weatherproof applicubm Switch to be Square V or squaL
D. CIRCUIT 11REAKERS:- Melded cass. thstmol-magnotio quIck-mobs. quick-brock. bolt so We with
imivally op - sts kwActed trIP-4ras 1- cl MuNt-pole Was with Internal common trip bar.
Twwdnale suit" far copper or aluminum oorAluclars. Interrupting nopealb mNnwm 10,000 RMS
sy lonalb ci p i a circult b soks to be Square V or equal. " as requinid.
E PANELBOARD& Verap. pA a 0, and orr"�a rc&W as Indicated. circuit breaker We so Indicated.
busle of hard dra-- copper. minknum 98% oondu@tts*. Vchanized olled be& box. door and trim.
AN owners kffW and v ld A haidwas chrome plated wIth flush look and catch. I N ig ssrn�-
I 11 1 ffil 1 5 WPAMS 4604111 Wfth MOM pins. 180 d"m openings. Minimum gulter space 5-
31,C sides. top and better, Inaroose else wim required by code. Dkwbwy holder complete
wIth clew plastic benspiew owww IndloalkV VpowrRtan list of feeds cables, condult obw
circult nu th . outlets of equipment supplied. and thdr 1-11, Circuit brooker t"
ponalboards to be Square V Mw NOW or 1-41rie. or equal. A pkmVc lobal sholl be located on es"lor of
ponelboord Mo Illyk the systai voltq1e. phase. and current raft.
F. WMING DEV4ES:- AN 4 1, the product of the sams manufacturer. Wall alkohn @*qW pole. 20
arnpers, 120 volt. Wall 11-1 Uwe@-*W, 20ampare. 120 YoL It P plad duplex. 2 wing- 3
pole grounded. 20 ampere. 120 volt.
0. DIEVICE PLATES: Provide for all outlets where we Installed. PrwM* s000 mN 10 far
special outlot& Prov blonk pkfto far ornply or future a" bows. DEVICE AM DEVICE PLATES
COLORS 70 K VENFIED WITH INTERIM DESIONER AND OWNER.
1.5 LIGHTING FDaURIES AND LAMPS
A. Furnish and Install ow iplote systo of lighting flxbxm lamps. �r;u and supports as
- p sill and I kat . SubmRbolo of equal qually am -Is
1.6 GROUNDING SYSTEM
A. EQUIPMENT: Ground non-aAmA oartykn metal parts of ponelboord. reowmiyo and all NVWJM
fWbn& All oonduft sholl ham equipawA grounding ocaduct, s.
1.7 INSTALLA71ON
A. Secure all supports to building structure. Support hartwontal nm
of motdila condult not more then 10 fast apart. Run expand rocoways parallel with or at rW
0 A to 08&L
L Pon roomays vmw water, Asam or other POW when pull boxes ore not required. No recoway
withk 3 1 -1 of I - or hot wobw pipse. or applionce% wep sh 0 --lm ace -ray a"
be at hod 2 Inches *am pip ow#w
C. CPA condult onde square, room smooth. Point male throods of field threaded condult with Woone
be" pip compound. Draw up W with condult a&~
D. U wirs &Artdwft " to permit i toldi fhW connections. In roorsoys over 50 feet In
~ wK* Is not Inek" furnish pull v*@.
E. Verify 1, a N - of outlets and switches.
F Support ponaL junction and pull boxes Indepondenkly to building structure with no weVi bacrN
an oonduRL
0. Connect g g r 11 R to motor conduR tormind boxes with flodble cwmkdt; minimum 18 ind se In
longth and 5OX dualt. Do not terminate In or lasto recoucys to motor lwjnddlci�
H. Contractor to remove and oolvqp all abandoned I al lan equiment.
L Ible contractor shall all labor and tobw for one year ftern date of final weltisi
N F!, .
J. Owmer ossurnes reepons6ft to do p� laft maintenance on al Aluminum Wine Con'sodo and will
provide a signed lefter to al- to this opow we
K. Contractor will provitle to the Buk*q Owner. wlthh 30 days ~ On date of the systu -an pI noo, rsom
drawk.p of the actual Installation Documents and Manuals per C405.0.4
L Contractor " prov construction docummus that aceft RgW*q central, meet porinnance alto of
S An C405 of the Floo Building Cc& Sheth EMon (201a EnwW Conservation. and piovided to the
111411dinll Owners WRhIn 90 days of rocelpt of the CartIficate Occupancy per C4011.3.2 of the sarne codle.
1.8 LOW VOLTAGE
A. Low Va" vrI&V drawinge to be p addsol by others.
ELECTRICAL SYMBOLS
SIM MANUAL mom amm = AS REaum
%- 3-MY SINGLE POLE DIMMER SWITCH (0-10V N UNE VMT All RIWRED)
SINGLE ME DIMMER SWITCH (010V Olt LINE VOLTAGE AS REQUIRM)
3-WkY SINGLE POLE TOGGLE SWITCH W/PILOT LIGHT
SINGLE POLE TOGGLE SWITCH
53 3-WkY SINGLE POLE TOME SWITCH
$0 'VV NWAIIES LWS TO K SWITMIED
OW044CY SENSOR W/M LMS OF LWING LINE VOLTAGE
TIME CLM MOM 91110CH OM 2 NIQ
LINE VOLTAGE WALL MOUNTED OCCUPANCY SENSOR
LINE VOLTAGE CEILING MOUNTED OCCUPANCY SENSOR
LINE VOLTAGE CEILING MOUNTED OCCUPANCY SENSOR1 (LARGE RIESTROOMS)
LINE VOLTAGE WALL MOUNTED OCCURAM SENSOR (SMALL RE9TROOMS)
Rfi Uffft MOUNTED OCCUPANCY SENSOR W/2 LWIT CONTROL
WALL MOUNTED 0=1PANer SENSOR (CASITS)
WALL MOUNTED DIMMABLE OCCUPANCY SENSOR
VERIFY LINE VOLTAGE OR 0-10V
411 - MANUAL 'ON* OCCUPANCY SENSOR
0 - MANUAL *ON* DIMMAKE OCCUPANCY SENSOR
VERIFY LINE VOLTAGE Oft 0-10V
0 - LINE VOLTAGE CEILING MOUNTED OCCUPANCY SENSOR FOR RECE"ACLES
I)AYLIGAT SENSOR
MUM ATWUK TT WWWWWWSAW.
or
e SIMPLEX RECEPTACLE
DUPLEX RECEPTACLE
QUADIIAPLEX RECEPTACLE
FLOOR BOX W/DUPLEX RECEPTACLE. MATIONS M K VERIFIED W/OWNERS
MOOR BOX W/aUADRAPI.EX RECEPTACLE. VERIFY I.OrATIONS W/OWNERS
MONITOR CABUE/VERIFY 7ERMMA71ON W/OWNEM
On - GROUND FAULT INTERRUPTER
Wp, - WA70 PROOF 3R - MOM 3R
w - NON -FUSED NL - HIMIT LIGHT
C:y - DISCON0IECT SWIM
A- ELECTRICAL PANEIBOARD
- EMERGENCY LWITING/06T SION W/111ATTERY §ACklJP
- EMERGENCY LIGHTING-W/lIATFERY BACKW
7C - TIME CLOCK
PHOTO ELECTRIC SENSOR
20111V 30 RECEPTACLE
CONDUIT IN FLOOR
RD - RECEPTACLE CONFACTOR
2OW RMIEPTACLE - VERIFY
2 VOICE (CAT 3)/2 DATA (CAT 6) OUTLET
DATA & COMMLWA71ONS TO BE VERIFIED W/OWNERS
RESTRM ElOiAw FAN
NOTMI
Occupancy Sensors we to be "Oocupancy/Voommy Sensors Indloolh
comw is: "Manual On! Is a Vacancy sensor w/cula, aff.
MARK
MFG CATALOG NUMBER
LAMPS
REMARKS
QUANITY
A
METALUX 24FP4735C
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 8ST2L8040R
78.2W/LED
STRIP
10 PER UNIT
D
EATON 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
NOTESt
1. ALL LIGHTING AND SWITCHING TO MEET FLORIDA ENERGY
2. ALL LIGHTING TO BE VERIFIED WITH OWNERS BEFORE PURCHASE
3. LAMP COLOR INDEX IS TO BE VERIFIED W/OWNERS BEFORE
4, ALL EMERGENCY LIGHTING TO BE WIRED AHEAD OF ANY
CODE REQUIREMENTS
PURCHASE
SWITCHING OR TIME CLOCK/LIGHTING
CONTRACTORS
5, OTHER LIGHT FIXTURES BEING EQUAL AND APPROVED BY
OWNER ARE PERMITTED
6. CONTRACTOR TO VERIFY STEM MOUNTS
7. VERIFY W/CONTRACTOR IF STEM OPTIONS REQUIRED
MFM MM MM
SUITE A I SUITE B I
LIGHTING PLAN
I hereloy certif y that I have reviewed this p(an and f ound it tO 10E
comptiance with ASCE 7-10 and the Florida Building Code 2017 6th Edi
David W, Smith,
CHANCEY PARTNERS
3761 CORREIA DR
ZEPHYRHILLS, FLORIDA
D.W.SMITH,M.S.,P.E.#53608
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
PROJECTS ENGINEERINC CONSULTANT
in 9909 WALLASTON DRIVE—DADE CITY FLORIDA 33525
Lio n PHONE, 813-469-2289 E-MAIb 6sflpe@earth(lnk, net
P.E. #T3608
ENGINFFR LICENCE #53608
RICK COLLHARDT — DRAFTSMAN
813-781-3651
rgollhardt@tampabay.rr.com
LIGHTING PLAN SHEET OF
3 OF 7
SCALE DATE JOB NO.
DO NOT SCALE 9 OCT 2020
DESIGN/DRAWN CHECKED 2020-1003
R. GOLLHARDT D. W. S., p. e. �
Square D I&M Meter Pock* (or equd�
120/206V 30 4 Wlrs SN In and
120/20W 30 4 WWO SN out to SuRm
120/200v 30
UW* Xfmr.
2 Sets so. (4)500KcWdl..U*C
Alurninum
VvrVy addl "L
to "
,,,tjround
Extshd to
and bulldhig a" In accordance
with NED 250.
&L
UL
(3)6.6N.100.1-C
Parw Ll
suite 101
1100A MLO
120/29LW
30 4 Wirs
SN
I OOA MLO
120/206V
30 4 Wire
SN
POW L3
SURS 103
100A MLO
120/20W
30 4 WWO
SN
(S".8%29C
2 CU
111911d
Stow P=bwmln. W �hq
HMO. F per
RO 250-W
Mk*mn (2)5/8`0 C*Wr Clad
d
Cround Rodb spaced apait
ELECTRICAL LOAD CALCULATIONS:
OULDWO SERVIM
EXTOWR BULDM LWTS
Eklerfor BuNN LWft
Coriftiouni Load - 0.24 X 1.25 -
RECUTACLES Est. (4) 0 180 -
31 101 TM 107
7 Suites x 12.74
R __' D � A G"A M
�SERD
ELECTRICAL LOAD CALCULATIONS:
TAVAL SAM I Tl`= 7
UGMM KW
IM ft Ft. Warehouse 0 .05 waft W 1.18
.24
We S% Ft Oft* 0 1.11 waft par 0.40
.24
53 Sq. Restrow 0 .0111 watte par - 0.05
.30
Table C4054.2(2) FW EwW coresivatloi 1.63
Sub Total 0.30
Corftuoue Load - 1.63 X 1.25 2.04
Sub Total 2.04
0.72
Sub Total 0.72
RECMACLES L48
Sub Total L48
0-is WAC;
Total 89.18 (1) HP 0 2330
(1) AN 0 456 -
MlSCEUANEM
ou" SWIG" 1.50
Future Eclu"Wft 5.00
TOW 96.70
96.70 KW 0 120/208V 30 4 Mrs SN - 268 Amps.
Ssrvloe - 400A 120/20@V 30 4 WIN SN
2.33
0.46
Total 2.79
MOCELLANEOUS
(1) Wicrehouse Fan 0=4 .53
Mwatel "eater &40
1 Slgn 0 1500 1.50
Total 12.W
0 120/206V 30 4 Me SM - 35 Arnp&
Service - 100A 120/200V 30 4 Wire SN
PANELS "Ll THRU 0" SWOULE 10.000 AIC
Is
LOQ
CO/P
CKT
CB/P
LOAD
SERVES
I
OA OB 0C
dA 00 1 OC
Spare
20 1
1
2
30/
3400
Water Heater
Office/Lobby Lights
355
20 1
3
4
20/1
1500
n
Mas
Warehouse Lights
782
1
5
6
26/1
720
RecelAacles
7
8
Space
9
10
20/1
860
Warsho/DF Recopt.
11
12
2611
360
Lobby Recept
Wa vilotm Fan
SP me
528
15/1
13
15
17
14
16
18
20/1
540
S
jore:houss Receptacles
19
20
PC"
21
22
HP
1165
21/2
23
24
1
1155
25
26
AH
230
15/2
27
28
1
230
1
29
30
Sub -Total 118511113 21771 13400[2300116201
Total 4565 13473 13797 1 11835 - 38 Amps Comm' (Highest Phase)
1
12119 - 38 Amin Dernand (Highest Phase)
Notes: IOOA MLO 120/208V 30 4W SN
LockaMe Breaker
PANEL "HP" SCHEDULE 10,000 AIC
SERVES
LOAD
CB/P
CKT
DB/P
LOAD
SERVES
OA 08 0C
GA OB 0C
Ext. Bldg. Lights
236
20/1
1
2
20/1
=mwA
Space
3
4
20/1
1500
Sign
5
6
1
20ZI
OW
Exterior RftqAadm
7
8
2611
Spare
9
10
spyce
il
12
1
Sub -Total 236 10 ___ 10 _ 10 115WI 9001
Total 236 11500 1 900 2636 - 13 Arnpe Connected (Highest Phase)
J J 2895 - 14 Arnpe Demand (Highest Phase)
Notes: &A MLO 120/208V 30 4W SN
2% SERVICEZFEEDER VOLTAGE QROP CHAR
This short le boeW an a 28111 " Dernand. 20111V 30 Service from Utft
Ww. to Mder Centsr/Oredars. Than from 100/3(* SOX) Ow. to POW Ll
Suft 101(90 M").
jillff-MME-AdLM zW 3M AM
VMITY XFMR. TO WMMY
(2) SWkornN 7WC TW/fIM WIM (AL) 150 1.47 .71
100A CO TO PAHM Ll
I 7WC 114W/fHWN Me 115 2.46 1.18
VD 1.47 - 0.71X 0 200V
VD 2.46 - 1.1 OX 0 208V
TOTAL VD &93 - I MX 0 205V
Chart WAllootes distance with load as shmn. Should total distarice exceed
is k%ficated R le to be brm*M to the atWdon of this Engloser.
NOTE AN vire Capper unless Indicated Wwaiss.
2X SERVICEZFEEDER VDLTAGE DROP CHART
This short le biew an a M Mv Dernand, 2W So Service ftm utft
xfffw. to moter Cotiter/Orealkers. Than *wn 100/3(0 90110 Sin. to Paris!
L3. Sulto 103, and Panel L6, Suft 108(80 knpe am).
WIM TYPIE AM SM
UnLRY X"A. TO WIRMY
(2) 5oac" 7re 7w/nfWN Whv (AL) 150 1.47 .71
100A CO 70 PAWS 1.31� AM LO
3 7WC THW/nift Wire - 65 L21 1.06
VD 1.47 - 0.71X 0 201111V
VD 121 - 1.011X 0 206V
MAL VD 3.68 - 1.77X 9 2OW
Chart Irmllookes d1starm w1th load as shown. Should total distance exceed
what Is kW-- A R is to be brought to the ormitla of thle En~.
MOM AN w1re Copper unless Iredlootecl atharwlss.
3X EQUIPMENT VOLTAGE DROP CHART
Thk chart Is based on a 20 is POW
Wvoker lead at nwAmm tiez"I"
120/2M 30 Service,
VM TM AN&_SME zm
#12 7SC TW/11M 11111re - 114
#10 7ve Tw/nm on - lei
# 5 7VC 110/11M Who - 20
NOTE-
Thle chart le 'Worst CoW. Actual mnP of wke
when calculated from lead to lead and how the
oanduft am run can vary frorn Mls short
Ll-35,37 L2-35 37 L3-35 37
(2) 12,120,3/4-C (2) 12,120,3/4-C (2) 12,120,3/4-C
SUITE A SUITE B
2X SERVICEIFEEDER VOLTAGE DROP CHA
nib ~ is bond an a 20 Aw# Dernand, 2W 30 Sow *wn Utlft
xfmr. to Motor canter/ersamrs. Thim *Wn 100/3(o on) am to penel
M Sulte I OZ and Pand L7. Suft 107(60 A"" am).
WIFS lVP9 AM
um" Xna 70 WMMY
(2) 5001o" 7WC 111111/9101 WWO (AL) - 150 1.47 .71
100A C111 TO PANELS L2. AND L7
2 76C Tl*/THW We - 90 2.42 1.17
VD 1.47 - 031X 0 291111V
VD 2.42 - 1.179 0 206V
TMAL VD 3.89 - I AIS 0 208V
Chart kidlectse A! m . m with bad as show . Should total distorm excescl
what b lodloaW R le to be brou*A to the attentlot of Oft A gi a r.
NOIE- AN wire Copper u d a kidloated otherwles.
2% SERVICEIFEEDER VOLTAGE DROP CHAR
This short in based on a 208 " Dernand. 2W 30 Service frorn Uft
xtmr. to moter comter/ersaws. Thm *m ioo/Xo OW am to Panels
L4. SUft 104. and LS Sulle 1105(1110 M" so.).
VAE rW AM WE zw A in
UM" Xna TO WF&MY
(2) 500kornN 7WC 710/11M WWo CAL) 150 1.47 .71
100A CO TO PANELS L4. AND LS
3 7WC 710/11M Wke - 50 1.70 .82
VD 1.47 - 0.71X 0 208V
VD 1.70 - 0.8= 0 20111V
TOTAL VD &17 - 1.3= * 208V
chart mkotse dlatence wlth load as showt. Should told A I
what le Indicated N In to be browht to the aftwMan of thle Enginser.
NOM AN w1re Copper unless kWbcftd otheiwiss.
SHORT CIRCUIT CALCULATIONS:
NEW Samelt
I SC 27= (Warst 2gw
I + 1.732(lp
JS�)
2(211390)(206)
I SC - 15353.3 AIC 400A Mdn fund Dlecorwiect
I SC = 4000 0 AIC L14AZ Current 0 400A Fused dec
=1=1011000C W Class T &W FUS"
I SC - <10000 AIC Ponds Ll. L2. L3. L4. L3. LA L7, and HP
I hereloy certify that I have reviewed this ptan and found it to 10
compUance with ASCE 7-10 and the Rorida BuRding Code 2017 6th Edi
David W, Smith, RE, #11
in
ion
3608
ENGINEER LICENCE- #53608
PO WER PLA N
CHANCEY PARTNERS
3761 CORREIA DR
ZEPHYRHILLS, FLORIDA
D.W.SMITH,M.S.X.E.#53608
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
PROJECTS ENCINEERINC CONSULTANT
9909 WALLASTON DRIVE-DADE CITY FLORIDA 33525
PHONE:813-469-2289 E-MAlb �wsf(pe@earthlink.net
SUITE B
SUITE A
RICK COLLHARDT - DRAFTSMAN
813-781-3651
rgollhardffltampabay. rr. com
POWER PLAN
SCALE
DO NOT SCALE
DESIGN/DRAWN
R. GOLLHARD
SHEET OF
4 OF 7
JOB NO.
9 OCT 2020
CHECKED 2020-1003
D. W. S., p. e.
GENERAL HVAC NOTES ARE IN COMPLLANCE WITH 2017 F.B.C.M.
1. ALL MECHAISCAL EQUIPMENT SHAiLL BE PROVIDED WrM PROPER CLEAROM
A MIN. OF 4 NOW ON EACH SIDE IS SUFFICIENT. 2047 FALCK 1110M SILIA
L ALL DUCr MTEMll INSTALLED IN'NON40ND"100W AREAS SHML BE CONSTRWM WITH APPROVED MA70K AM
OF A VALUE OF NO LESS TNEN R4 RATIM ALL MAMIl SHALL N 11BALED WITH GLASS PAS S, MASTIC 'OR'
MWIMWTAPNIMTOMOWrLMT"l INCHAND LASSILISDINACCORDANCEWITHTNEUL-14%IIANT I POROUCI NOW
ORULiSILFMrI FOR FLEX ALL CLOILIM11 10% NO INSTALLATIONS OVUM INSTALIADAN PM3017 FAILM CHAPTER 16 UM M
ALL THRUAVALL. FLOOR A CELING1 PENETRATIONS KrO THE DUCT 81101 SHALL CONTAIN ABRANCH DUCT FABRICATED OF NXIII) 1 10" QLASSIDUCImam
ORRI(ND METALAND MGMAMTOWMMWM 0 AM ORILLE �VMLWMAM THE BRANCH DUCI SHALL 0 FOAM ANDATTACHED
MACCOFKWMWMMMUORUMUREWWnWTOYMD=TANLOM
&ALLDUOTTRUNKIIIII)EMMETURNSORI SHIALLHAVITURNINGMANOLS OR45 DOGREFTtNM CAN 0 USED IN
KAM OFINIONGIRE07URNSANDID0 WT NEED TURISINIVANINIL
4. ALL RjM;7BM, QRSAM a DrKMW MUST SE TESTED 0 ACCORDANCE WITH ANTM E K AND VOLUME DAMPERB OR
OTHER MEANG OF SUPKY AIR ADAMMENT SHALL SE PPIOVIDED IN DUM OR AT BACK INMVIDUAL MglffMk GRUA OR DIFFUMIL
L A S=9qj'T OWL 0 TIBITED, ADAXrED, AND BALAMMAVAIJOINMID ENGINEER OF THIS ITATEA
M IMNIPTIONIW MAY BE TINITED AND BALANCED BY THE LICENSED MINR CONTRAMM
TT== OOFF Sl$UT0M§70UNL=CRL='vC8MMW ARE '101111111"'. FMCJM 31017. SEQ 00112AI
HVA0 SYSTEMS SE BALANCED ZOMMODNIDM
a Aft HAMM PM 11010 OPM) SHALL HAVE A SMONE 011750101% IMSTMLSD 0 THE SUPPLY. F"AL 11017 CHAPTER IL I= OVILLI.
WHIN7MANt HANDLERS SHAMA COMMON SUPPLY OR ILMM 'AIR, DUCr OR 4`12W AND THETUTAL CFMIII AM GMAXERTHAN M.
A SUCIM DET110TOR SHALL BE INSTALLED IN THE SUPPLYAND RETURN AN PER FA" 2017 W- M22AND ME IN ACCORDANCE WITH NFPA 72
aim oETwmRTm aman OWL HAVE ATNOUISILE INDICATOR UGHT NNM7MANYAIRMWTRMWLWPASM20mcwjnMI
NCVMA TLNW CANNOT BE USED ABM OCCUPIANCYSPACE ORSTORAIMEAREA111- All MR WPA4W SEM 4&I&M
7 FIRE CAmPmm umm oAMPERS, Comm?m FWAN0011 DAMPSMAND OEM CAMPERS LOCATEDWHIMAIRDUOM
M1,16TWINSTALLEDOYMANUFACTUREM ANDMINI MACOOMANMWffHULIMMMTMFJLQM.2090W=064=wI
ALL oAmpmLmvwATcn"oltwaLPmmmTDWWJITHOkVEAODBMS I'm m OMMUMPM
uNmeTmEoAmmmimTmorrjmTHANffcANNmWMMTMor%=K
UIOKWMMWAINAOMMUBTPAVEADffMOTORVEMI".OFTFKUMMWrfHNDMRWMSOROUnMKTMMTHBL
PaRFMAND�CAMMRACAATIONMETHOD§PWMTDPA"SMT CHAPM4,90C. 404.312ANDWAU
L INCLOSED SUPPORT PLATFORMS SWAL BE CONSTRUCTED IN ACCORDANCE TO F&C.M. M? CHAPTER S,
&I M AIR INTAIMI SHALL NOT K LOCATED CLOSER THAN 10 Fr. FROM ANY CHIMNSY ORVENT OUTLETORSAMMYS10001IRVENTOUTLET.
ALL amm imumme AND mmusm *PAL Himm, Aurrommo OR wAvrry awm THAT am " VIBRATION NOT apinava FR= WT. w- mu
IS. ALL mMWmK=, WALL BE CONORUCTEDOF METAL AWCOMYWITH FAC.M. 2017 CHAPTM4, = Ill"A
It mormoome mmMa NATHTUSSL SON WAS AND SIMILAR BATHING FOMIMB SHALL N MIN)HANICALLYVW"M
W=WjIOW MINDIINTIAL BATHROOMS HAVING NO UM THAN 4 PWWIWCFRJOOR SPACE. F B C M 201701101PTER4.000-4=
12. ALL vemm= BATHROOMS. CLOSETS A STORAIMI ROOM SHALL HAVE UNDER OUT DOOM ORA METHOD
FoRwm uPAmTo m Fwfumm =jALlroTHaAmOuNTOF ewe IDNAUSTED. FAM 1017CHAPT1MIL 4160. GNA
I& CONDENSATE FROM ALL CODING 001.11 AND EVAPORATORS SHALL 0 CONVEVED FROMTHE DRAIN PAN OUTLETTO ANAPPROVED PLACE OF DISPOSAL
CONDENSATE 84ML NOT DISCHARM INTO A WRW, ALLEY OR OnMARMAB 70 CUM A TERMINAISAMOL OF IS' FROM NUT. WALL
CONDENSATE DRAIN LINE SHALL NOT M LESSIMAN 616 VIM DIAMEMAND OWL MW =A=m 3017 PJLCLM. CHAPTER 3. Bill W?
peRAuTHMffOWMAXMCW= CONDENSATE DRAIN MAYDRAIN TOASMORM SVSTEK UfLffYOW �EVAPPWMiSAM
ALL HORIZONTAL v UWVATHIMUNOONOMONALAMASHOiLKNUATW ASPERFAT220MM"TCHAPTER3.011001301'
AUXILIARYDRA14=0R, DRAIN r4UMW�DAVAGNTOMYBULDNOM&YPMLTM=UVEWLDWORMYSfOPPAOL
AU)MJAAY~PANk& PHAVEAMMMIN. e0l My= AND SEA MOL, 3 INCHES LAMERTHAN UNITOR OOILAND HAVE MAA0IATR DRAIN LINE
9� FORINUTOPP TulO9mrLOW
ia&4id_K VELOEW"M"
PAN "T"CUT OPAM72 AN SHALLSEWIPM"T"47MLL
AN"" NONMETALLIC OAGSIB-Mft AS MR FJLCAL 21" rCFMM S, OEM SW
MEIALLJCPANMUSTHlhVEAMPLTH= N
INEBB blincl
ALTERNATIVE TO BMW= DRAIN LINS: SmAlm LLIMNAL DEVMIMTWILLNWEQUPWW MOR70owNWILOWOF PAK
WATER LEVEL 017ICTION DEVICE SHALL CONNECT 70 DRAIN PANATA NWSIR LINK THAN THE PRIMARY DRAIN CONNECT10k
CONDENSATE DRAIN LINE CAN BE STRAPPEDW11W r mvLoN ww AND SUPPORTED avmy irveRREALAND r mokmoNTAL
sc wmamou Pvqm FOR PWROERANT LINES SHALL BE SIMULATED TOATHMWAL RMISTIVELYOF AT LEAST I%m*ft
@tCnONLIWMLMTMMAATMNACCOPWANCEWITHAffIMOLABPMTMFJLCA20ITCHAFMt&MW?
I& ALLApt DwRimoinaN a0MPOMTS WILL BE INSTALLED IN ACCORDANCE TO SM7 PA".
It IF HVAC EQUIPMENT OTHER THAN SPECIFIED By � M mumernumuM CAPABILITIES; OF SMU HEAT REMOVAL
MUS'r n saw TO Im WAMMeff SIONVIND . v I — HVAG DESIGNER.
THE WAC DESKINElt WILL NOT M NMWK*MU FOR ANY SVSTNM NOT INSTALLED ACOORDIND TO PLANS.
OUTSIDE
AIR CALCULATION
AM
CATSBORY
am ". AM
OFM0PRSN + OPMVT
MIN.
OACFM
I
OFFICE
m
S,0x7+6m xm
a
TOIAL OA
a
FAN SCHEDULE
MF(L
TYPE
CFM
VOLTS
DUCTDIA,
4
L_
0110AN
I Optam"
OBLINGIDIMALOTFAN
�Wrj
To
4 MOM
Nall&�mfoaummffpm=WAWTON
H.VA.C. EQUIPMENT SCHEDULE FMWV�Ff OUNIIIACICIL
AM
mm
lammaw
MODEL NO,
VRNMW
onsom
LANENT
MAINIUM
000UNSINNATIN111
M"
MAX
SNIIAM11%
am I
alk
cm
at
a1AOUOT
I
PRAISILIN
GIZ1,411481ARUPS"
126m
4me
IATONB
I?AOO
0AN
WU
310,81110114
Sll
a
r
22
SWIPLY -7
IN VA t-O DUCt
WISH ;W
FLY
LAM &M AFftY
M — I z
TO M=0 CON0111400
UWr ItM ATM SPAM
CrIlk aw
IN CLOW
me CONIM"Im
vmm me 0 mw aw MR
WON AM C.0 W
,,—I4%0V= e CLMAIL4**
ALLARO"AM
AW rmv� —411100NDAW
AM& SINIMM ORMW
40~ANPNW PLOAT Swrof
VF" vlkm
VE"CAL OVAL
SUITE :A] SUITE B I
go" aLacrtm I* W
ap own& mm
""m m",
NffAL§WTrMWl*
rNawalog
Im4mumMom
W r"
09MO-AM
6� W Amor
00mumm
To m smalm
WN (10 � mmlr X~
WEWT
a W mm"
NIMLAMP
camalm" ftm
an A
= RAM
"a
60 men
rmammum
WWD"N& UNIT rIOUNTM OVAL
we
9mumAur
A ir�we4
romp, awm-le-ffauumm
--=I- -Mon a
mum��@Wvux�
ffiWlWvml9F� cum
"0150mom-l".
%111"Wow -or.
HVAC
CHANCEY PARTNERS
3761 CORREIA DR
ZEPHYRHILLS, FLORIDA
RICK COLLHARDT - DRAFTSMAN
813-781-3651
rgollhardt0tampabay.mcom
I herehy certify that I have reviewed this plan and f ound it to lo� in
comp�iance with ASCE 7-10 and the Ftorida Bultoling Code 2017 6th Ed i ion
David W, Smith, P.E, # 3608
TENGINEER LICENCE #53608
D.W.SMITH,M.S. 9P.E.#53608
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
PROJECTS ENGINEERING CONSULTANT
9909 WALLASTON DRIVE—DADE CITY,FLORIDA 33525
PHONE1813-469-2289 E-MAIL: dwsflpe@earthhnk,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
SUITE A SUITE B
LIFE SAFETY PLAN
NOTE:
TION
1. CONTRACTOR TO PROVIDE SIGN DESIGNING FRAME CONSTRUCTION OF ROOF PER
FAC 69A-3/012 (6)
2, CONTRACTOR TO PROVIDE TACTILE SIGNS AS PER NFPA 1:14.14.1.3
3, CONTRACTOR TO PROVIDE UL 1037 APPROVED ACCESS BOX PER NFPA 1118.2.2.1
- , = LINE [IF EXIT AND DIRECTILIN
FIRE EXTINGUISHERS SYMBOLS
TYPE ABC FIRE EXTINGUISHER W/MIN 2A,20B)C RATING
INSTALL WHERE INDICATED
TYPE ABC FIRE EXTINGUISHER W/MIN 2A,10B,C RATING
INSTALL WHERE INDICATED
CHANCEY PARTNERS RICK COLLHARDT - DRAFTSAfAN
3761 CORREIA DR 813-781-3651
ZEPHYRHILLS, FLORIDA rgollhardMampabay. rr. cora
D.W.SMITH.M.S.,P.E.#53608 FIRE SAFETY PLAN I SHEET OF
FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
PROJECTS ENCINEERINC CONSULTANT
6 OF 7
JOB NO,
2020-1003
I hereloy certif y that I have reviewed this plan and f ound it to IoE: in
compliank-e with ASCE 7-10 and the Florida Building Code 2017 6th Edition
David W, Smith, RE. #'T3608
ENGINEER LICENCE #53608
9909 WALLASTON DRIVE—DADE CITY, FLDRIDA 33525 SCALE
PHONE: 813-469-2289 E-MAIL: dwsf1pekarth(inknet DO NOT SCALE
DESIGN/DRAWN
R. GOLLHARDT
9 OCT 2020
CHECKED
D.W.S.,p.e.
.
. I
J
I UL Product W
I ,,
1
BXUV. L524
r*$Ign/SyStCrTV(*.Df)StruCliOn/A,.�%e.mbk Wage Disclaimer
:Authorities Hayft Jurisdiction should be consoluid in all cases ft to the particular requirements Covering the installation 00 Un Of UL C&W*d drod,ft-ts, equipment sysItm, devices, and majohirais.
Authorities having, Jurisclicdorr should be committed before constructidin
- Fire resonance assemblies arid products Are develloped by the design submitter And have been investigated by UL fol, Compliance with applicable noluarturromM The published infornmandon Cannot always address every cor.qtructicyn
nuance 61CCitintered In the field
- when field Issues amok, it is recommenchad the first Contact for assistance be the tedurticall service staff provided by the product manufacturer noted for the design Ulm of fire resistance assemblies am advised to comailt IllegieneW
Guide told"hando for each Product Category and aJCh group OfASSembi The Goice Information includes spedfics coriczarrang alternate maten4is and alternate methods of constriachoft
* Only products which bear UL's Mark are Considered Certified.
BXUV - Fire Resistance Ratings - ANSVUL 263 Certified for United States
BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada
,ifE Gtmfml InfQXMAlk1n for lio-ifitares, Felicia, - ANSIAUL As Cartilitig for Lirriled States
Sao fisgiorail Infonmation fix Fit', Raostanta Ratkyll, - CANAKC. S101 candied for Cdli
.
Design No. L524
August 05, 2020
Unrestrained Assembly Rating - 1 Hr.
Unrestrained Beam Rating - I Hr.
This design was evaluated using a load design mathod other than the Umft States Design Method (e.g., Woriting Sum Design Method). For
Jurisdictions employing the Limit States Design Method, such as Canada, a load rwtd
ction factor shall be Used - See Guide IM or AXUV7
* Indicates such products shall bear the UL or cUL Certification Mark forJurisdictions employing the UL or CUL Certification (such as Canada),
respectively.
First Lprw
End joint Ddra
1. Flo*" System - Tile flooring system Shall consist of one of the folcowing:
System No. I
Finish Flooring - Min 19/32 in, track wood structural panels, mist grade *Underfaysiumir at *Singk 41cor". Face, grain of plywood or strength cars of panel to be perpendicular tojolM widijoints staggered. Long edges SIAR be T & G.
System No. 2
Sulaftepoing -Fifin 15/B2 In. thick plywoodor min 7/16 in. thick ofientedstrand board (058) woodstnuctural panobc win grodo"C-D` or'Shoodi fmWwofplr.��Wer�*m�dsofp"t�t*PwPoWlaAwtojoiitF.ithjoin%,tagow44
Vapor lonlor - (Optional) - Nom D.010 In. thick commordal rod-usof building paper.
Finish Flooring - Min 19/32 in, Ilotit wood strucourd panels, min grade -undartryinent- or *Swvle -floca'. f Ate grain of Plywood or Weryth aids of Inhol to be perpendicular to joists with joints Malf9wed, Long Wg" .han be r fir G�
System No. 3
Sulafloodoo - Min 15/32 ft Itaid, mmod stoef�wal ponetc min grade "C-D' or "Shoetlwriy'� Face gr#i. of plywood .1,throgth avis of paraii to be peryar,dicutair to joists .fill joints Stagsleed.
Vopm Border - (Cipitionall - North, 0,020 ln� dikk commercial Asphalt tutumsed Wt.
Finish Flooring - Row Topping Milifflues- - Men 304 W, d.d.olors of flow IOPPmg "mutt having a minimum ciolPfaslivii, M" of 1800 Pa. Refer to manufacturer 9 ln$UUCdW% 6ccoropany,ag the num,nal for speak mix design.
UNffM $TAM ITYPIPJAII CO - Tylver, U11c, HSI Fig. CSD
VW MCGOO 5 A Of C V - Types LRK HSLRK, CSD
Inner Mat Matiorialls- - (Optional; - Floor mat material loose laid over tho, ratifloor. Refer to molnufacturers inscructictu, regarding " adnimarn thicknou of floor tousling Over each Now own material
UNITED STATES GYPSUM CO - Types SAM, LEVEILREXICS aria-4 Sound Reduction Board. ILLVELROCIolli Arand Flow Unde"alersom Sftm-25
ralials" - (Optional) - Nom 2/9 I, ,trick floor mart thwairial li laid over the subiloor. Fluor topping thickness "I be as specified under Flow Topping MiXWM
Ak�t. Floor Me Met
GRAUWQRX L I C -Type SCSO
System No. 4
Subsuming - Min WO in dw-t wood stuctural parrok rain grade �C-D' or 'Streaming". Face gotin of pimood ot strength ail of PWA to be perpendicular tolorals *ran joints staggered
Vep- Dwrier -,Opiffich,d) - Nom 0.030 m thick commairi.1 6$pMk soll-hid left
Finish PA."., - Faver T.Pping Mhassans- - Min I- 112.n. oliolnes, .1 lk- topping earount having , rnin cornpalassive sloingan of UM psi And a cape density of 100 Plan ot ok" 5 pd, Foom conalrovits, mixed 40:1 by volume, with wisuar and owwWod
at 100 Pa tho.wil, -It. Minove shelf aeontal 1.* cu fear of prefonloon fopm amoxorete to 94 10% Typal Portland cement 300 an, of land with S-W gal of ..w
RASTSEELL COW OF AMERICA - Type FF.
system NO. 5
5.1anoctirillit - Mi. 19/32 in. thick wood Wuctural Panels. thin grade X. W or'Sheathing'. FAt* rain of plywood Or gusingth axis of panel to be perpendicular to joists with joints staggered.
Vapor atelier - (Opitural) - No. 0.0311 0. thick conartrocial Asphalt .Wreadl felt
E01
11. Saint Franning Membews, - As an afteonate, to din dim,:t Attachment o(tho Gypsum Board* Otern WJ Steel Framing MernbersO arid Gypsum Door& prom 14 may be installed beneath ft bottom "a ofthe steel bean
a. Main Runners, - Ilion, 12 ft tong, with 15/1 6el. or 1-112 in. wid. faica. spaced 4 ft OC, installed pe,pendicutw to slool bearn. Main runners hung a min of 2 In. b0ow, bottom chord of slael boom and secured to steel joists with
No. 12 SWG gall, steel wim spaced a max of 49 in OC.
b. Cram Ten or Channels - Nom 4 ft long cross tee% with ISA6 In or I-LR in wide face, or norn 4 ft tong cross channols, with 1-1/2 in. wide late, either spaced 16 in. OC. installed perpendicular to ft main runners.
Additional Cross tees or channels used 8 in from each side of butted gypsum board end joints. The cross IM or channaii. may be riviated or scinew-Attached to it* well angle or dwriel to latatate the ceiling Installation.
c. Wall Angles or Charmallit - Used to support at" framing member ends And for scora-attachment of the. gypsum board. Pointed or galvanized steel angift with I in. legs or channels with I in. legs and 1-9/16 In. deep.
attached to walls K perimeter of ceding .kh fasteners 16 in. OC
CDC RK - Type DGL or Fix.
VSS RMRHM U,C - type DGI. of FIX
12. Gypsum Illowd- - Two Layers, of tiom LQ In thick by 48 in. wide Elypoom, board for use with Steel Framing Mormillers", Dam layer Installed with 1019 dimension perpendicular to aasx tee WWI Sidejoliftlit Centered of(ing ma.n
rurtners and Wild joints Centered along cross hors Base tayer fastened to cross tiny with I- 1/4 am long Type S bugle -head steel Wows spaced 8 in. CC along b~ arld joints and 12 In. OC In ft field of ill* board End joints of
adpice gypsum Wood Ounis shall be staggered riot less than 4 ft OC Outer layer attached to the cross tees thor"ti inner Layer using 1-7/8 am " Type S bugle-thead steall screw spaced 8 In. OC at butted stmijoinits and 12 at OC In
the field, Butted eAdjoints to be Centered along cilos, tees arid ba offset a min of 32 in. from thfil joints of Inner layer. Roves, of icteves, on, both Was, of butted Arid joints of each law " be WW 3,41 to 2/2 In, from end joints,
Butted side joints of oultr layer to be offset a Thin of 18 im From butted side,joints of inner layer.
cag: Six- Type c. al-n.
THE SWU GYPSUM INDUSTRY tSONG914LA) CO - Type C
UNITED STATES GYPSUM CO - Typo C IP-*.
USIS DMft DRYWALL $a LLC - Type C
USCS MV=SA DEC V - TYPeCIP-X2.
13� Grill. - Steel 9.11a, nnudled in .ccordlence with thh, limutilation-1-1.1. provided with the cailing plarope,
14. Chaste Products Installed In M4mKftV spools- - Autoonalk Balancing Volve/Camper - (Not Showl - Optional) - For use with Item S. Ruskin Complaftys Model CFD7 danitait (CARSf Ceiling dounittir to be Provided with
plenum box per dornpor manufacturer's Instructions with $Ide outhit corly. Entire o3strobilt to bar kW~ WID any UL Cast 0 or CIM I Gelible sit duct in Woordence with Ilia ingructooms privorkled by the automatic ballancing
lnihouidamper manufacturer.
METAL INMATM INC - Model AVV-4. ABV-S. ABV-6
* Indicates such products Shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),
respectively. Laulladsw on 2020-08-05
Th..pp-..�..f,-.wny%--.P.dUttl.,Mld.t.b�O�,WtOlKNN-"fttp,W.-,.klw.bodho.b-n..r-E�--d-d-Vt*-FdW-WSevice Only, those WOO-05 bow" the UL Mark should be Considered to be Certified land
covend under LJV% Follow-up Service. Always look for the Mark on the moduct
UL permits th. nipir.d.,tion of the material contained I. the Online Comfication Olivictrary subject to the following coftifftions, 1. The Guide li,foreadar, Asiumblies. Conso milarls. Designs. Sylilam, and/or, Cenflistalloani (flon) Trans be planned to their antillity and
In a litan-taidescIng menner. without any, manipulation of it* data (or dowerigs), Z The stowshant "Ropenited from the OnAno Cenyfical;ons Directory with peon"kin flocro UL, must appear a4scons to the ed�d niab" In, Wdloon, the reported "Nallial w4M
Include a copyright no0ce in the follooring fonsiat -C, 2020 UL LA.C-
"w" Mat se"A"A's- - (000nilik- Flow That rhate" loom W" in, Point) thick adhered to outifloor with Hooker Floor Promer. Manor to be applied W the surface of the Tom pi to the p1mmant of a min I in. OF SOM40pping, mookank.
HACKER MI>USMS INIC - Type Hociag Sound -Anal,
Ahistrowle Floor lusaMnstallab - MpAkHmjf_FI_omt,XXenA,hdwX 1/4 M flimmiltift adhered to subfkxx with Haduar Flow Prkrw. Primerlobe appaed ,ra Thow of nuop"tot p ofamin, 114 2hum folpar toppling
frixture. rface the he Licomem _ vt U )OF _
HACKER DOUSUM INC - Type Kador Scatald-Mat it .
Afterhat, Floor Mgt Matn�k - (Olpfilanall - Fkvx mat matedef ham I
Am (30"athick kapat"Awadver the 5utn"Cal. nour, tapping thicoless 00 be& min cffy4m, (19"Vol
RACIER R#DU$MeS INC - FMM-FILL SCM US
.
Aftimustal flow Met Materials - (Opeloosal) - Fit- has internal Tom 114 In, f5homil "ItClk Us- load over the .MM flow lopprig thicknoys shad be a min of I in f2shool
14ACKER INDUSTRIES INC -Type FIRM -FILL SCM 2SO, Quiet Qurl 55irWS
Alternate Floor Mat Met"" - (Oplikinal) - Floor mat mahoial nom 14 am Victors) drick loose laid over the "Roar. Flow toppini; ifikkness " be & min of I-V4 in (12trall
HACKER INDUSTM INC - FIRM -FILL 5' ,M AM, Quiet Qurl fitiftudi,
Aborman Floor Mart gertarlwis . (Optional) - Floor ron, mumnal "" 1/4 I& (19mm) Na I"As laid plaw the sutlfloit,�, Firee toPPOV diecknews, " be a min of 1-1/2 in. (39filin)
HACKER INDUSTRIES INC - I I ypr FIRM -FILL SCM 75d, Quiet Qurl 0/075
MOW I.& (OplJostall) - For ato with VB in, [Ill moll fider met materials, 1A rh� oximajol small dwrliati,i hash 3A RAAq yd phiped over 04 floor mat motanal. Mother Floor PrXneor to be apposed prior to the Placement of the metal lmh When Thenal kah
Is used, ft" Topping Thickness a him 1-1/4 In. Over file flow met �
FlnkhFicodng-fkw7o"ingMiNWM*-k4irt3/4in thickness of floor topping minum having a min conopressille xtrenstin of 1100 Pair Mixture shelf CooxJiSt.f6,S got of water To So Bar of floor topping inartuta to 1.9 - "of sand,
HACKER INOMTRW INC - Furn-FIR Gypsum Concrete. Farn-Fill 2OK Flint,401 13lq Firmom 4M, Fino-FIS High Stramignin, Gyp -Span Want
System No. 6
offered
Sygon No. 7
Sallaftoi - Min 19/32 in. thick wood Unictural parels. min gradb'C-00 or `Sheathinq�. Face grain of pilracee v, shoingth, wrio of panel to be pwpandfaulm au jords a
withjuitils, xCAN red,
V.;-*.,M,-Ppu.n*-Mmao3oi.UkktWMMCWUOIM��Wmftdf.k
Finish Flooring - FatorToppiniii ANOMW - agoirca I. colickmon of Door topping mixture having a olin compander strength of 1000 pas. Mixture Shag consist of S to a gaa of water to 20 ft of floor topping "Arture to ZI cu ft of sand,
ULTRA QUMr IFLOORS - Type, uQf-A UQF supor Wild UQF_44_ 4W
System No. 8
S.bMoo,UV - Min JVU jr, stra wood structural plawsk mi. Grade �C-Dn w `51mothing". Fact gain oil Plywood w stoeigth axis of panel to be porpendactlial tojoim woh jowit, nigg.rad.
Vapor Sorler - (Ciptiorml) - Non, 0.030 in, Thick I.;hnarclat asphalt sat-ted fast.
Finisis Flooring - Fkai,, Tapping Mkhww* - Min 1(4 thicknes.6 official topping nixtons having a mfounam welpeon, smangth of IWO psL Refer To thentriarturar-s, Infouctiom eh,"Ponying ft material for V&dffc Mix deagn,
MAXXON CORP - Type Maxton Stand" alA aaia� Higir Stooge,
Flows MAX NW""- - (Optional) - r4ory mat material loolat laid owu the wbfidar.
MA000001 CORP.- type Eninipsalawal Sound 1,41AL.
Fatior MAX Hadolionnornanit - (Optiorult - Refor to thwavlacturor's --thetkinal Mending odmmaXi likkkne. .I fl.. foi far atiownth ficour met reinforcement
lulaw Lw* - (Optichiall, - Are in. expanded galvanused surel diamond missfi, AA RIA/pq lot keeps kid ovar ft floor mat material.
Film GER's guawgaw� - "Optional, Not Sficarm) - 0,015 In thick PVC Coated n*n-W� (twoba Mesh 0340 lbolisit Ind loose led over the Door met Mgt"
System No. 9
Subtloming - M in 15132 in. thick wood structural pento min Otfide C-V art Shaahhlng� Face grain of pilinvocid or strength axis a# Period 10 be pmpainificuss, ,a John, with j6no, ,,tagiremd.
Vapor barrior - JOIAlonal) Nam 11010 In thick commercial asphalt "Astrated fak.
Flei Flooring - Floor Topping Indent- - Min 3/4 as thickness of floor' mil"Ping noth"m hwe"El A inkinknom Oossolvingve Strength Of IM P51, ROO 10 Melialladleno"S instructions KW"WIeg the ornitional fix specific rfdx design.
VIORMULATW MATERIALS U.0 - types FIR-2S, M-4 And 544141.
Aft�lm Flow NO MOKwW* - fO06004 R" Met malarial norninal 2 - 95 own thildit loose Lild over the sulaking. Rop, topping ,hicami " u, a mothmai, of No m.
FORMUtATM RW&UWA ULC -- Types 141. W, M $. Elita, Dan fit and! R7
System No. 10
Suliftwitring - Min I by 6 W. T & G kamilber hationed diagonally to 0,156 or rhim 15/32 in. did Plywood W Arm 746 In. thid oriented Unsad board (OSS) woold smgtwol panels, min grade -C-ir or *Shqoffiamp#� Feas grain, of plyvivica or onsingth axis Of
panel to be perpendicuto, tojoists with joints staggered
Finish Floottag - RUwA and Fiber Board- - Min 112 in. thick, "Pled in sizes ranging from 3 ft by4 4 to 8 ft by 12 ft Afijokon; to be staggered 6 min of 12 ft vi o4joi sub-Apor, joints.
HOKASOTE CO - Type 440-32 firlinfeal and Fiber Board
System No. 21
S�bro.WV-L4.IW2L,Ukl.00dstmkW,.IWM&-nWMe*C-Drw"sb�hkW Few grain of plywood ce wongliftaxa; of panel to be perpendicular tojoists voldr),fors, staggered.
Vapaw Ban"r (optkinalli - No' OL030 I., Olid, com-whipil asphalt satuninij fing.
at 100 0 deroolif, Mate. Mallont IW conakit of L2 w feet of pieformad loom direcamorate to 94 Iii Type I Portland Cement, 3W on, of -0 will, S-In get of wat.
lik" Flooring - likaw Topping A41Axi - Min 1-112 w, Wdoops of a- topouvii roixtore having . ,ill. otoophoolvagogagor Of low par and a .W dronsyly of 100 pit. 0, hanto 5 Pci loom Concentrate mixed 401A by volume with WOW WW expanded
A&= DiDUSTWS - Fluor Topping Mixture
System No. 12
S-111 - -Mi.15/31LIMck�wd,W.M,-apmwK,.i�gr4ft�C-Vm*Sh"WiV�.Facogtaino(ovwoodormwQthafsotpoomwbepmpmdkWmtOjoi,ftwithjwbo�99-d
Vapor 11-dan - (Optionall - hicen 0.030 in. thick -vcW inplisk "Wreald (Wt
Finish Hoostall - Floor Topping LibauW - Min 3/4 or I In. thickness of Rom topping inixtive for 19/32 at IW2 in thick wood structiund paholi respectively. Terms a min comprieuve stransish of 1000 Fol, Row to marofiramne's heruvaken
Accompanying the antitrust For vedfic ane dftlqn�
ACO MATERIALS - A,ccu-Csau, typo hilloGea, cimen, prima, B, K aho PmPo,v, Aw"ditant Actut," Types M GW and SDA
Abortion "mr Mat Material- - (opnionall - Floor mat materiel nominal 2 - 9.5 "a thick loon laid over the sultifloor. Roar topping 030 be a min cd 3/4 in. a 2 h thickness of floor Topping mixture for IW32 re, lSjW tl� thick wood v,Xxuw pao,es,
hupatt-,ofy
ACG MATOUALS --- AUUQuiet types PIK. Cad, DIA 0- I & 025, DX30. FJA125, EFALUS& fiMJ50L EM.25K EK37$, EM.37511. DA150, and DAL750i
UL Product i1Q"
BXUV.U404
DesigrVSysterVCotlStructior'iA�S(l,rf,t),ty Usage OiS,-4, IT
- Authorities Having)urkstfiCtion should be Consulted in 40 cases as to %he Particular 104-ohmants Coveting the Installation and use of UL Certified productL equipment syvIshn. devices, will matenigh,
- Authorities Having Jurisdiction should be comorkod believe ocinathaction,
- Fee resistance assemblies mid products am developed by live deep submitter and he" been investigated by UL fix compilliancer with applicable requiiestramU, The published informandim Cannot always, address every consVoction nuances
encountered in the Field.
- When field inuts. ama. 4 Is recommended the first contact for 0sloitance be the technical service staff provided by the proldto orayoulacturor noted for it* design, Users of fire moustance amarnblies, am 864W to Consul; the general Guide
Information for each product cNe" and each group of assemblies. The Guide information includes tpedfict coricenningi alternate ntaterols. arld altemate methods of consioneddon.
- Only n,oducts which bear Ws Mark Are Considered Certified.
BXUV - Fire ResMance Ratings - ANSI/UL 263 Certified for United States
BYUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada
Sea Germal Infamak,an [gLFMsl:LVAM RAIJUsit - ANSVUL ZfiLL1dggggJ1gCjjQkAd�%ozgE
Us= Chbous and Algassiflif yadumors
Sao General Informed- for Fire Rethtance Riaggia - CAKAJEC-SID1 Certified IN Canada
Delilah cdo., - halleighl, Vari
Design No. U404
Saplamtser27,2019
Nortbagaring Wall Rating - I and 2 Hr (See Items 3 and 5)
* indicates such products shall bear the UL or cUL Certification Mark for Jurisdictions ernploying the UL or cUL Certification (such as Canada). respectively.
/_ `,
1 Hr. Configurabon
;e mr. uantiguration A
z mr. t,onjiguration ts
2H(, Ccoliguration C
1. SAW Flow and Calling Runners - faiat Shown) - Channel shapock, 3-112 In. Vvide by 1-1/4 in, desap, fabricated from min 20 MSG (0.0329 sit, min bar* thetal thicimmati galvanized steel Attached to flow and cefirV with deal fasuaroars
spaced 24 rr� OC -
2, Soml Studi; - Channal shaped, fabricated from min 20 MSG coirosion-postrined or BAN stalet 3- 1/2 h min width. min 1-W in flange; and 114 in. return, spaced a max at 16 in. OC Slods Intsion,fit into Roar and Calling nponfors, Studs to be
cut 5/8 to 314 in. Nat then assearibly height
�. �nriwa. ow� WOW - VZ Im w 5/0 1,� W.I,k. ,A"%l ve, ticAby to notizontally with ver" Jakob Contained over studs. toortered to Fruits AM runneft with comatial nisuixam, ctwoiW.d. ribbed water head screws wfith & mirwinum,
head diameter of.4gg inch For nontsearing systents, fastened to $DA aid bottom runners with ft uppermost screws PWW 112 in to 2 in. below ft bottom edge of the leg or the top nowsest. Horizontal joints nowd hot be backed by having.
I Hr System - Screws Shag be min I- 1/4 in " And speced a mile of 8 in. OC. AN vertical joints staggered one stud cavity loone gypsum board visfWAO no, do the opposite side of audit. Hoditoole edgeJoir" and horitoolid bult)(011M On
opposite tio" of stuck nood hot be slaggervol. 2-Hr System - For the ban layer in Configuration 9. the screws shatill be nifin I- 114 in. long " spaced a max Of ]2 in, CC, ra, the Wt Iron, scrove; shall be I-W8 in. long and spaced a MAX Of 9
in. OC As face layer Joints offset min U W from undlerlyarg barm layer joarva, k*ft it% ofther Layer mod not be staggered (Tom Joints on The opposite side of the wait
UWFID STAIRS GYPSUM 00 - Type CXCS
M
I
System No. 13
Sailifigieffleg - 15132 or 19/32 wt thick woold struccaund pandi, min, goult X-D' Car 'Slatathing'. Vista grain of plywood or amougnil Mis of panels 10 as pe,prodio,ka, to joists withjOi staggered.
-Mog--O-N'
Vallor B-iv don o" in. thick commercial adpiloolt ittonawd wt.
I'sn"Floorls �Flo�ToppWigUbttmW-Mm3l4wln.tgout=Offlwtop"mrAWmfwl9/32mlSMnd%&*Vod*tKWWp
WZOYnPMOV ON rA&WW FIX specific Mix design. an"s MSWM'Y- belong a Min cda"Po"Anat 3thsolith Crf 2100 PU R#Iar to nXinufactumes Instructions
System No. 14
Subfitorling -Min 15/32 in Okk vviold aturactool Pleals. Min "do'C-Er or"Shasituning',fa,agrAinufplywood W$WWVh--sof pennis lobe perpomhosiff tothojolsoniffijoinn, staggered
Vitiate gst"w - P116(holl) - COffirmtodfill asphalt saturated left 0.03,11m, Thick
Yslapar bwfftf - (OP410nal) - N01m U10 In, thick commercial mi;Jr-azed building paper.
Finish lRoorke' - Min 314 In thickness of any Floor Topping Mixture bear" the UL CISMIJORiOn Fluxiallop as to Fire Resistanct. Fee Floo- and goof -Tapping Mixtures tcCOV con"ory fie names OfChlsmf Co Ali
Floor Mae MGW(66* - (OlIt-onal), - Non 1/4 In thick loose laid Over if. $,,bF-. Floor topping tiockhaw shag be a minonam of 3/4 to led top
KUM WALD[" PRODUCTS CO INC - Type Quiet Quit 5S/025 and Quiet Qurl 55/025 N
Alternate 0- &age MstwW - (000-arl - floor mat inaltiloall No- Ja in, thick 1006. laid a- the wb4w, Floor topping ifildiress ahAn be . northeast of I in,
KIWI DUUDR4 PRODUCTS CO INC - Type Quiet Q.d 60/040 and Quiet Q.rI 60flitior N
Aftemake Now Mat Materials, - (Ciptional) - FkXx that nwiter4l Nom 314 in. dlick loose laid over ow wisapti Hoor topping thickness "I 1. a movo- of 1_ V2 in.
KE&W MMUNG PROMWM CO IM - Type Quiet Q,W $S/0M que, Q.,j 6WS N
Allen t, Flope, Met Malawliae -(Optionall - floor Trust material N.m VS In thick locar, laid - the sullflow. Fkw u)PPho dlickovion OW be a rninanum of v4 im
REENG EAUW46 PRODUCTS CO MC - TYRO Quiet Quit S2/131 3 And Quiet ourl S2/013 N
After"Ads, Ploo, Met URUwieb- -0plional) - Flom mat material Nom 114 in. entangled olat con, with a cOmPonsiblO Leone Attached to " boom most, laid ever, the s,bilksor. Floor topping u""oes"i"A W A foe'lonah of I ML
IMM UMD" PRODUCTS 00 INC - Quiet Quill SSM5 MIT And Quiet Quli 5WM N MI
System No. 15
Spilyllooring - Mke 23/32 In. thick T&G wood imuctund jrwwh� man goide -1.1oplarlayrostor or"Siope-Floor. I" grain of plywood or strawigifir Axis of pends to be perpendicular to the frusta, with end joints staggered 4 ft. Panels secured to louses with
construction adliesive and No. 6d ringed O" Calls;, spaced 12 in, OC along etch trust. Str0lies he* equal or greater withdrawal and hown.t, tnationce,towfli may be substituted far ft Ed max.
GYPSUM 8--W - One layer of nom 54 in. thick 4 ft laid* gyp.. board entailed with long dimarokon perfamilskular to k" Gypsum board secured wish I h long No 6 Type W how Road slowl screws, speCed 12 gr, OC and kK&ted 0 min of 1-1,,7 h
fiom side and end joloo, The,kilom of the gypsum board an, ft be staggered a mountain of 12 Inches from ft joints of ft sulifloor
NOROA,PAOM GYPSUM I I C - Type 05
Floor M" Motorola- - (As All ameratc to the Iiingle MY" 9YP.m b0boll - floor Mtt thateral loon laid mer the subficla.
MAXXON CORP - Type Encapsulated Sound Mat
9yr- anaw - *_ use 1~ fit- mail is �10 I" WIM .loom SIB to. thld� 4 It wide gypsum board. installed *Th 101V dimension Perpendicular tojohns, on top of the low " material. Gypsum board secured to each othawnh I in. king ,lao 6
Type G bugle head steel unews spamd la Jr, OC ants kvAW a odo of I-V2 in. ft. Ode antill andjornis The,ix.t; Of the gypsum board am to be slogiffeed a minimum of U Inches in between layers and from drejoints of ole whifloov.
GKWWA-PACWK 4VPSW4 L L C - Type DS
Systern No. 16
Siabronflog -Min 13,132ol. *kit wood finticlund Parisi mort Pro* YC-n` Or *Sharthing". Face Basin of Plywood or, W*rVbs* otpanaltd, be porp-litulor sojouts; with joints staglorered
Went SWAK - (01141011114 - Form 0,030 Is. thick commerce! "plialt saturated felt.
Finish R*Oft - Fine Tapping Wd.W - Min 39 or I m. thick- of BOW I.PP-9 ITIMuse far 19/32 or l5riLit lo, thick .ocall structund panels respociffirralit, having a min romprissave strength of 1000 Psi. Refer to hisroullosonar's josrradna�,
acrompannying the nammal for spedific miu Canigin,
DEPMDAM LjJC -GSL M3.4. GR KZA GSL-CSD and GSL RH
Floor Mat Mat~ - (Oplionli - Norn. 114 in thick loose, laid over the sublopir Floor topping Thickness shag be M paremorn, of 314 in
KUM BUROM PRODUCTS CD UK - Typir Quiet W 55/025 and Quiet Quit 55/025 Is
A*"*W Flow Mst MM~ - (OPIA0,180 - Ft-- Mi motorist Nam. V8 in. thick loose laid ~ the svItAloor. Poor topping thickness diall be a _.main of I in
900 BURDWG PRODUCTS C0 INC - Type Quiet Quit 60/040 and! Quiet Quit 60,104i) N
Allarnato Floor MIN lifirtarlistal - (Optional) - Floor that material Nam 3/4 in, Illid loon laid over the pubaloor. Floor topping fifirtknexas shag be a inminam, of 1-1/2 In.
KW" OLWMG PRODUCTS CO INC - Type Quiet Qud 65/075, Quiet Qurl OMS N
Afternsto Floor Met Manneas- - (OptionalI - Row mat material Nor. 1/8 in. thick Joan laid over ma subnool. Fluor cipping thickness shall be a minimum of W4 in
KMB SUROWS PRODUCTS CO INC - Type Quiet Quit 52/013 and Quiet Q'A 521013 N
Aftsiono Floor Mat NoWWUO - (Opbonall - Floor mat inawriall Nom 114 in. entanalled nel ctaw with a compressible loom Attached to On bottorn loolso laid over Use subpolar. Fkior topping dicknins " be a minimum of I ,,.
KUM WJRAWM PRODUCTS DO BAIC - Quiet Oull SSMIS WT arid Quite Quo Ss,WS N my
System No. 17
Subtfoloving - Min 4/32 in. thick plywood or 7/16 In thick oriented $"no board (OSS) wood structural porels, min grade "C-D* Or "Shaoasfimg"� Face gmin of plytocind at strongth axis of portals w be perlpomoicular to thaji,isu, will
joints .ioggaved.
Wall And Pardtiont Faidingto War AMand4e - Sourad Beirder (Optiond,l) - AWWOC Steeper pods stapled to ft top of the soliffooll and Centered overjoists, Actioste Skanitar, pwk am to be Spaced appropriately so that me finish
floor panels are fastened through Acoustic Sleeper pads to theJoist
IFIC ARCHgr6CFURAL PRODUCTS L L C DIM, SIC SOUND CONTROL - Acoustic Satepor
Pholdo 14- - Mi. 19/32 in, thirk .oad .n,.u,,t V.-I., -in urade "U.d. taty"ro- or 15irolo-Floo,'. I-. .,;.i. nf .1v-1 - ---., - " � ,� - __ - j-;-. - J--- .. I -,, .. - ... I-- . I I-. hal. . .
olown of Doing SUMO With any UIL ( lasutred cau& or sealant found under - Fill. void or Cavity Matertale (XH Him).
System No. 18
SubSuarkM - Min 19M in. thick wood v1suctural panels, min grade T,X or *Sheathbig". Face grain a( plywood ar strength axis of parial to he perpendicular to joists with joinas staggered
Finish Flooring - Floor Tapping hilliotore* - Mi. I in, thick �W� of floor topping, modure having a min compressive strength of 4SW psi. Refer to mandfoctuner,s Instructions accompanying the material for specWK mix dr�jrfo.
SAKA DSUTSOMAND SMSH - Type SCHONOX AP Rapid Plus
4. BOW what Blookatall - Min 3 in. thick munstal WOW Insulation tatts. friction -fined between studs.
IMMSMU LVWLAUM WDVI- I, I C - Type SAM
JOHN$ MANVILLE- Type Sam
000giploft- Typo AF8, ma density 18 pd/281 kg/mi
THBMVADM PIC - Type SAM SAM FF
54 GYP� Iliatiatin!" - SM Ift th" With UpsAft Of tapered odges. applied verniscally or horizontally With verticadjoints centered Over studs, Horizontal onts; 1*00 riot be backed by training Fastened Witt, Type 5-12 screws, I-Hr System - For
I vertical application, fastened to stuck, and njortirs with I in. long screws spaced - S in. OC ai v*01cal istigin, And "caid olai 12 I, OC in it. finks, For h.K,omp,j Application, impaled to "s and runners who I in. long �crovvs spasx�a "a 8
I in. 01- Vartical joinissusiflietrand am stud ceft from (1, i L:it board venical joints on opposite ode of OWL Horizontal 86P Mots and horizontal bull joints din Oppointo Ott" of studs MW hot be staggered. 2-Hr Sysoorn - Saw layer Will iin
overlying gypsum board lacellsyss; fastened wall I xi_ ION wwass spadial max 16 in. OC to studs and tonraah� Dan toy& WO an ovedifing cement board few Ififlai farionl4d with I in. long screws speo,d max 12.n r�C to 00% and runners Fare
1� layers fastened vifth I -SA In. forg wreas 9wed max 16 in. OC to stud, -4 .on- .ill, n- offlar a 4. fhah ?Alto byrr sOewi, Face layer joints Offset min 12 in. from ban fayierjoints,)Omi either layer need not be staffillorod frovin joints
i do the opposite side of ft wall. Illialon used at widths Other than 48 in.. gypsum panels to be installed homotitally
: COC OW - Typo AK C_ 114% W4o, W-)(2, PIC-All, SOL $HX SGX UL`c USGX WRC or WK9 Point 1APv &W 00-Pulan(l. Knors, 6 04 7. Optional to, un wito Type LIS(l
UMW ST^TES GVPWM CO - typo AK r. VAX-'G� 11-M, W-KI, IP-X4 IPC-A(k SCY, SK)� VUK UIX WFIC WEX USUX cloint upe and compounid, Items 6 And 1, opsiclow for un with Type USGX)
USG IOVAL DRYWALL Sea LLC - Types C. SCA SGX USGX poink tape and �ampsiuod, Items 6 And 7. optional for ,se with Type USGXj.
USS MMO S A 09 C V - Types Aft. r- V -AFL IP-XX IP-XZ WC,AIL S0L SHK ULX, USG)� WRI_ WRX (jo,il tape and cramp ... d it-6 shc'I, opoonad f.,_ with Type lj$M
4 SA, Gypissm Saigand' - (As an altimatte to Item 5 may, be used as the ban layer on one or both sides of wag For direct Attachment anty) - Norn 518 In, " lead backed gypsum wernals with beveloil. Were art Uttered edgm awed varticafly�
� V4mXAI)cXh1r1 Calooloold overatitch; and Staggered min I studcavity on opposite sides ofstuds.Waltboard secured tostuds with 1-1/4 imlong Type S-12 Suald KMWS$PKCd 8 10,0C stpetwoneter And 12 In. OC ill the held.
I PAV�S"RAGM=WnCORP -Type AS-M
;
;
� K GypAAm, Board- - CM on alternate to Item 5 may be used m the base lzyer on one or both sides of wait For direct atwd~t Or*A Nomind 54 in. thick Wad backed gypicurn panels wrth bevelod. square a tapaxed aligns. apphoil
:
I varifically. Vertical il carni - Mucl. And staggered m. I stud Cavity an opposite sides of studis Wallboard secured to shad$ with I -IA in. long Type S-12 ior #6 by I-V4 In. tong bugle how fim drdwl steel screws spaced 8 in. CC at
. perimeter and 12 in, OC in the Road.
� UBW U40LRM LEAD BURNING CO INC. ORA NUCO - Nako
SC. Gypsum Saii - (Aul an altarrusu, to Item 5) For Wact Application to scads Ord), For ate ft the base I" of As that face layer. Nam 5/9 in, thick food backed gypsum panels with Invollad, square or topornid edgirs, Applied vedic.fly.
Vatical joinits ormtersad Color studs and staggered min I stud covity on, opposite $kJft of st4d$. Wallboard sactiold to studs. with 1-5/8 In, kwQ Type S-12 st.1 wows spaced 8 in. CIC at penneter and 12 in OC in the field when applied as ft base
Iayox� When applied as the falls layer screw length to be increased to 2-In in Lead batten strips ataquinad behind vartical joints of lead backed gypsum roallfboard and optionall at normaii rig Mutt locations. Load batten its ips, then 2 m. wide, nlax
10 ft king with a max dikkixisps of 0.140 irs placed an the face of sluds and Attached to the " with two I in. loog Type S4 pan head S" screws, calf, at the top of the strip aml any, at the bottom of the itrip, Lead dw -,, mx 5/16 in. diam by
max, 0140 In. thick, Compression Flood Oil, *dtwtd over itot sonew heads, LAO Wen stinito And discs to ham a purity of 99.5% meaning ft Federal specification QQ-L-2011. Grades "S. C or D'. Fasteners for face layer gypsum panels atom 5)
when Insisted over lead backed board to be min 2-112 in.
MAYOD MUW"M INC -Typa, X-Ray !ihickled Gyp..
$0. Gypsum leand" - ((As an alternate to Relto 5 my be used a the base lay. ort door or both sides of wait For direct attathirmit Oolyll For Direct Application to Studs Cailp Norn SA in. track lead backed gypsom panek with beveled. 6cf-e
or tapenial edge% applied wortsically. VairficalJoints coerwarrad over god% and 0"g.rod -.I stud -vity, on Opposite -it, ofstuds. WWb*Wd nopred to spaoswign 1-1/4 Its "Type S-12 stat! screws "cad &m. OC at pamilleter and 22 In, Oc
In the Red Lead baron stripic min 2 in. wide min 8 ft . long with 0 max thiclunfors of 0.14 RL placed Ott the face of study anal alsoched to the stud with construction adhesive and boo 4 in. long'Type S-l� pan head meet �chxvvl. One at the top of
the strip and one IN the bottom of the strip. Lead discs, norrunall 3/8 to. them by max 0,005 in thick. Compression fitood w adhered oxrr� the, screw heads. Lead batten strips and discs, to have a purity Of 99 9% meeting the Federal specification
QQ-L-2011, Grade 'C". Fasteners For face layer gypsum pailist; them If when installed over lead backed board to be min Z-2/2 AIL Type 5-22 bugle hW swel.
RADIAUM PR07SCnON PRODUCTS INC - Type RPP - Lead Load Dry'vill
6. Jointo- Covered v*h glass law mesh tape and latex modified Portland reorient mortar or basomin, or Type I organic autheuve.
�
7. Joint. - When Clowned edge gypsum b-,d.s used, face layorj.ints coninad with Joint Compound irld Pap" tope. A, an .kernel% stypsar. willow pihsatr may be applied tio the entire surface of Classified wriew baseboud with joints
rewifirtmed. When squsm-tclige gypsum board is used. treatment ofjolots IS opshorailL
S. Vapor Rotwdw, Writer Barrhor or Vk~ Flashover $*,nor - (Oporomall -- WX Ahown) - As required.
9. Land Belgian Strips - (Not Shown For use With Ition Sail - Load batten stops, in-. 1-112 in andit, max 10 ft long with a max thickom of 0,12S In. Steps placed Can the int-do, face of shad, And .tlachadl loom, the intairrior I.. of the stud with
two I In. long Type S-U pan head s" Screws one at the top of ft strip and one at ithe bottom of the strip. Lao batten strips to have a partly of 99.9% meeting ft Federal specification QQ-L-2011, Grade 'C". Lead banten strips requimd
behind vertical joints of lead backed gypsum wallboard fluorn SM arid optional at remaining dud locations, Required behind Vertical joints,
9A, Lead gotten Strips - (Not Shown, for use with imin, SQ Lead batten strips, 2 in. wide, mat LO ft long %Will a mor, thicluleas of.0140 im Ships placed an the fare of an& and Attached W the stud mot t,vo min. I ift long min. " S,B par.
head steel scitello, ww at ft top of the a" Kid " at the bottom of the strip or with one min I in. knog min. Type 6-8 W head Steel Knov at the top of the strip. Lead baron stron to have, a purity of 99.5% meeting in. Facto aI �pacificab
QQ-L-20111. Grades '11. C or D". Lead baron strips required behind vertical joints of lead backed gypsum wallboard Onto 5) and Optional 44 miniumog stud kicarticiro.
to. Lead plan or Tabs - 04a Stirlen, For on With hem Ski - Upial in lieu of or in addition to ft lead baron strips atom 9) o, ophoonal at other locations - Mae 3/4 in. diarn by mak, =5 .n. dini lead ciscs conothissoon toed or adhered over
steel screw heads of mank 1A In, by 2-2/4 m. by max 0.1Z in thick lead tabs placed on gypsum boards (Iftern Sall underneath, so" locitions pilot to the inoMabn of the screws, Lnd disics, Or taix to have a punty of 99.9% meeting tft Fed"
specification QQ-L-411, Graft -C',
loak. Lead Militia- (Not Shown, (or use woh hem SC) Max 5/16 in dians by mair 0 140 m, thick head disics carnpression fhtodl or adhered inert steel &draw heads. Lead dads to have a purity of 99.5% nwobng use Federal Specification QQA-2011,
Grades �% C or D'.
11. Lead Batten Strips - (Not Shchan, For Usis Wish flon 58) Lead banxiew stop., 2 in, wide. max 10 ft long with a o" thickness of 0,142 ft Ships placed on the face of studs and aftathell to the god With two thin. I in. long tnin. Type S-8 pan
head god screws. ons, at Itut top of the strip and now, at ft bottom of the stop or with one rool, I in long - Type S-6 Fear find steel screw in the top of the ship Laad b~ arrifin to have i, uarity of 99 9% 9 tho Fvderm 'Pecill,ation
QQ-L-2011, Grade 'C'. Lead baton strips required bet" verdut joints of lead backed gypsurn wallboard atern 59) and options! at remaining slud locations.
12, Land Tabs - (Not Shown, For Use With ftem 5%) I In. wide. 5 In, long with a indx thickness of 0. 142 im Tabs frictiorl-fit around front face of Mud, the stud folded back flange, and the back Wt of the -AUC1 I ato requ red at exh location
where a whor oluit securn the gypsum boards, Ition, $a) will piloettato the ,tool .t.d, Lead tabs to ha- . party of 99-996 meating the Flefervil spaorficatlon QQ- L-201f. Grade *C*. Lead too. may be I ,aid In plate Will standalto a0hesrve tape if
necessary
- Indicates Such Product$ Shall bear the UL or cUL Certification Mark far Jurisdictiorgs employing the UL or cUL Certification (such as Canada),
t-P-tW*.
LZUgdAW on 2019-09-27
Th. .pp-- at . coniparyx - . product in " dMobAAr it- not in loan oaturn, loon products so identified two been fruplufaca,vind uAde, Lies Follow4)p Serivice. Osay than Friaductit th" 110 UL Mark Should be conudered to be Cemiled And Covered �Xhir
UL & Folboa-Upt Servim Always, look For the Mialt 40 #w Pill*"
UL protons, not repooduckv, of thir olothil loolsond re the Ord- Comilkah- Dirwidary subject to the following 1-Miclot 1. The Gold* InIOMR10n, Assemblies, ConstruCtions, Designs, Syoai oruilia, Cerdliftbons ifiliel) main be presented in their ei4trety and in a -
nbAndinia matter, wilonuit .V manatulation of the laws for dotwings), 2. The Piammied'Axodnted Than the One- Ce"ifirabons Drorkey .0 Paeffilsillon from Lo." - Appeal milmont W the ..Inadod materel. In add,.- the h,parmed meatier 111 !,,,4. a COPY"M
notoo . the (.11-ing formint 'O 2020, Ut 1117
1
i
System No. 19
: � Fbkkh floating - 15/32 or 19/32 in. thick wood structural panels, Min, Wade "C -0" or 'Shea"*. Face grain Of Islyawrolid Of strength axis of Pa nels to be Perpendicular to joists with jourti staggered.
:�
I
�
I Vapor Sagrater - (Optional) - Commercial asphalt Saturated felt OZ30 in. thick.
. Vapor &.,,WT - (Optional) - Nam 0.010 wl� '
�� thXsk Mlorroliciall raiiiii-sizod building paper.
�
1i� Finish Flooring - Moor Towing Ifibitionall - Min 3/4 in. mildhosta, of any Floor Topping Mixture bearing the UL classification Marking as to File ltftistance� See Fluor- and Froolf-Toppang Mixtures (CCOX) category toy names of
Classified Companies.
1;
,F
I
I Ande, ma Materials. - (OPtionat Not Shcoaril - Floor mat nultenal loan had Coast, The sabFIOCX R1Tkr to manufacturer's wastnuctions regarding the ounionjoh thickness of floor topping over each floor Mat material.
'I LARNA: INONARINIC-EnkilSonicill, byColbood Oftlemberof the Low & SonalignsupType; 12S. 2% 250 plus, 400 0101.4.17SO.nd7sonus.
40 .
Floor Me flatinforteli - (Optional; - Refer to manufacturers instructions reporting minimum thicIrnii of Floor topping for un with floor rrw mink-ement.
IMetal Lath - (Opillonsil) - Expanded steel diamond mesh. 2, 5 III / sq yd loose laid over floor mat material.
� M#tgibu Mesh R*W&oMon#"t - (Optional) - Coated hor-wovern glass fibler mesh grid loom Laid over floor That owner let
�
I
2 Flooring FWWNN - (Not Shown) - The subflooring (first layer) of each flocir system and Rnish flooring of System No. I am to be fastened to the steel joists with Type S12 by 1 -15/16 in long self-d6ling, pilot point, steel scrolls,
The screws art to be spaced 6 in. OC around it* pe6meter of the floor aW at all end (buits;ijoinif, of the pa IS.S
ft pacing ill the field to be 10 in. CC, For flooring System NO. 2, the finish floating is to be fastened to the s.bfk-i.g with
Type S13 by 2 I,, long steel - ,priced 6 to. cic around the powirriater of the floor And at all erld (butt) jorno of the finish Roorinq panels. Spacing in the field to be 10 in. OC with favor of schaves spaced 16 ill, OC
� �
I 3- Stisticturrad Steel Member - Min We x 15 wide flaing,er st-I bearn
I
� 4. lit" Joists - The joists an, channei-shapedi min 7 m. deep vinittimin I-5,18 in. wide flanges Arid W in. " stilmiling flarigm Tile joists are fabricated from min r4o, 18 MSG gahl steel, M10 Yield %ttOngth of steel is either .13.000 or
� 40,000 lost with corresponding me, wodring sues, of 20.000 and 24,000 psi, Joists "cod max 24 In. QC At Joist splices beanng on supporM joists ate Overlapped a min of 31n. When Ceiling dempon, (ftern S) it und. min jobs depth
Is 14 in.
!
" 5 JO�RSUH�-(NotS�*m) Channel -shaped stiffener% roadefinarn min No. 18 LiSG gaiv steeL Ufher�n an 6-13/16 in, ". 3-1/2 in. deep with 1-5/8 in. ftatigos and W in. stiffening flanges. Thej.ist stiffeners am used at A
I
� boadogf-ho-ofthejo[st,
�
�
I
, &, Joist 11dolgling - fli Shown) - Im;t.II�d.m.ttduoWy after joists am erected And before consitruc.1i'm loods; ane applied. The broiling conseling of Joist section, cut to "ill and placed between outer suppontsc adjacent to opening,
:
I And at mid-spon with 8 ft OC max spacing. Bridging channels we screar-attached at own end to joio webs usling triple clip& 114irwang of 1-112 in, by 20-gal golleolted c" is urew-attached to battorri Range between birdigini,
d'aravell
6A, Harlasormal Jolao StExpling - Used in bau at item 6 in same Joist billy, as ceiling damper (item 8), when Ceiling damper k employed. Joist section cut TO length and wQmd to joists above bottom flattlisiS with Type SI 2 scormi and I.
, VZ by 1.112 in. No. 18 MSG gah, steel angle&
.
7. Baton Cost - The Cage. used to support the gypsum board beam protection is fabricated from No. 24 MSG electrutgaluanized steel angle with 718 by 1-3/8 in. legs And No. 25 MSG, elechogalvandred steel channel stud% 2- W fri�
I wide with I in. logs, Angles am fastened to the stooll joists using 1/2 in. pan fread steel shows mat*) screws,
B. CA" DaMW - (Clotional) - Max norn area snal be 108 sq in. Max rectangular size shall be 12 im wide by 16-1/2 in. ". Max hesight of darnper shall be 9-3/4 in. Aggregate damper openings shag hot exceed 99 sq in, p. 100
� sr; ft of ceiling Area. Damper mtalled in accordance with the Merlotti Installation Instructions p(ovkJtd with the dantifer. A steel grige oteor 13) shog be installed in accordance with installation I uctionS.
I RUSKIN COMPANY - Model CF07 nstr
0. Coffing Damper Support - (Not Shown) - Provided with ceiling dampos. Support secumd to Ceiling dunope, And stooljoists. in Accordance with iturtaillotion menructions provided with ,.�iling damper,
10. Gypourn SceW - For Ceiling - r� layers of 112 in thick gypsum board Installed with king dimensions peq)endlCulaii, tDjoist5. Base Layer attached to stee[joi using I IN long, Type S12 butifis head steel screws spaced 9 im OC
.long buttjoints And 12 in. OC in field ationg thejosts, Buttjoints to occur beneattijoisu with sctowslocated V2 In. for the buttjolots. Outer layer attached to assembly using 1-1/2 in. Iong. Type 6 bugle head at" screws spaced 8 in.
OC along butt joints and with 1-5/9 in. long, Type %2 bugle head ~ =Taws spaced 12 In. 0C in the field &10i tht J0415, Buttjointst of outer toyeror =w between joists will scrovas; located 3/4 in. from the our joirlm Edge jo4nts to
be staggered between Layers. For Rum - Two layers of V2 In. thick gypsum board fastioned to boom cap. Inner layer seemed using I in, to% Type S12 bugle hand steel w ot spaced 12 in. CC ei out" layer fastened to Cage hung
1.519 in. ". Type 512 bugle head Steel screws soacod 12 in. OC. Joints am to be staggered belvagm layers.
AboapeCAN 410,11SUAN 00 - Type AGl-C
CABOT MANUFACnMNG ULC - Type C
CENTAINTEED GYPSUM INC - IM C
CGC INC - Type C, IP-)U
CONTINENTAL BWUM4 PRODUCTS OPERATING CO. I t C - Type LGFC-CIA
GIORGEWPACIAK GYPSUM L L C - Tpes, 5. DAPC TG<
tAATUMAL GYPSUM CC - Type$ .XP-C- FSK-C, FSW-C
PASW BUILDING PRODUCTS L L C. ORA FAW.Or GYPSUM - Typo PG-C
PANEL RVY Is A - Tylu, PAC
THAI GYPSUM PRODUCTS Pa - Type C
1 HE SIAM GYPSUM U40USTItY (SOtiSMEA) Co -Typtr C
UH1TED STATES GYPSUM CO - Iyp. C, IP-X2
USG SUM DRYWALL Slit ULC - Type C
USO ME= S A Of C V - Type C. IP -n
10A Gypeasms II-Arif" - (Not Sh~)- As an aftemiste to Item 12. Two layers of nom 5/8 in thick by 48 in. virde gypsum board Installed as described in Item 10.
CIK IM - Type VUX
UNITED STATES GYPSUM CO - type "
3'7