HomeMy WebLinkAbout3773 Correia DrENGINEER'S NOTES:
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
(ROOF)
ZONE 11o:
+10/-21
psf
ZONE 2a;
+10/-37
psf
ZONE Sal
+10/-55
psf
(WALLS)
ZONE 4Io:
+21/-23
psf
ZONE 510:
+21/-27
psf
GENERAL NOTES
BUSINESS GROUP B 393 SQ FT/100 = 4 PEOPLE PER TABLE 100412 FBC
GROUP S LOW HAZARD 2007 SQ FT/500 = 4 PEOPLE PER TABLE 1004.1.2 FBC
3 SUITES @ 2400 = 7200 SQ FT
INTERIOR REQUIREMENTS
FLAME SPREAD/SMOKE DEV.—EXIT ACCESS UNSPRK1 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
X
W
TABLE 803,11
INTERI❑R WALL AND CEILING FINISH REQUIREMENTS BY ❑CCUPANCYk
Z❑NING CLASSIFICATI❑N:
BUILDING AREA:7200 SQ,FT, TOTAL
BUILDING USE: BUSINESS
SPECIAL OCCUPANCY: N/A
GROUP: GROUP B
TYPE OF CONSTRUCTION: 3B
MIXED C❑NSTRUCTI❑M NO
BUILDING HEIGHT: <35"
SPRINKLED: NO
APPLICABLE BUILDING CODES
FLORIDA BUILDING CODE (FBC) Gth 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 Gth 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
mpQorridors and
enclosure for exitenclosed
access stairways
and ramps
Rooms and
spaceg
Interior exit stairways
ramps and exit
passageways a, b
aBdr Idors and
encrosure for exit
access stairways
and ramps
Rooms and
enclosed
spaces c
A-1 & A-2
B
B
C
A
A
B e
A-3f, A-4, 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.1
A
A
B
I-3
A
AJ
C
A
A
B
I-4
B
B
Bh.1A
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 SIB 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 flreblocked as required by Section 803,13.1.
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 shalt extend from the floor to the tellingq Partitions that do not comply with this shall be considered enclosing spaces
and the rooms or spaces on both sides shall be considered one. In determini�ng the applicable requiremen-ts 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.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 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.Class B material is required where the building exceeds two stories.
h.Class C Interior finish materials shall be permitted In administrative spaces.
I.Class C Interior finish materials shalt be permitted In rooms with a capacity of four persons or less.
.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.Flnlsh materials as rovided for In other sections of this code.
(.Applies when protected by an automatic sprinkler system Installed in accordance with Section 903.3.1.1 or 903.3.1.2.
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 MATERIAL
MINIMUM 4W A.F.F.
GENERAL NOiTES
k:"
- 0) i; r
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u ir;
l\ ; I F DI 4 4F 1r, �'�� � * (' ' \ " F {"A QO-K 20�.y fii
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r
ill Jut, ill F6
I
1
EXTE MOO F� WINDOWS & DOO OO F'� ASSEM =LIES:
FFF I*'s, •rI �'� .� h,;��� S �h,.I E ( F5 c�li; !N ;�C n��� �h(?F 'tiI�I�, N� 6�",1�+, �., �1),�
r�iDD =E'.".tiff
SAFE 1 YLAZING.
I hereloy certify that I have reviewed this plan and found it to loE in
compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition
David W, Smith, P.E. # 3608
ENGINEER LICENCE #53608
e
INDEX S H T #
1, C❑VER
2, FLOOR PLAN
3, SIGHT PLAN
4, POWER PLAN
5, HVAC PLAN
6, FIRE SAFETY
7, UL SHEETS
All WM SHALL COMPLY WITH
NFFA CODES AND STANDARDS
ENDATE /I • f ��
Y OF ZEP147Y H, i.S
;-IRE MD LIFE SAFETY EXAMINER_,�
PLAN
>rlt►I W «pT:
CWT iw zapire j,
KAY.il (;
ALL WORK SHALL COMPLY WITH PREVAILING
CODES FLORIDA BUILDING CODE,
NATIONAL ELECTRIC' _:ODE,
AND THE CITY OF ZEPHYRHILLS
ORDINANCES
11
PARCEL: 19- 26- 22- 0010- 00000- 0130
CHANCEY PARTNERS
3773 CORREIA DR
ZEPHYRHILLS, FLORIDA
D.W.SMITH,M.S.,P.E.#53608
FLORIDA PROFESSI❑NAL ENGINEER LICENSE NUMBER 53608
PROJECTS ENGINEERING CONSULTANT
9909 WALLAST❑N DRIVE—DADE CITY, FLORIDA 33525
PHONE: 813-469-2289 E-MAIL: dwsHp0earth l i nk. net
RICK GOLLHARDT - DRAFTSMAN
813- 781- 3651
rgollhardt@tampabay.rr.com
COVER SHEET
SCALE
DO NOT SCALE
DESIGN/DRAWN
R. GOLLHARDT
DATE
9 OCT 2020
CHECKED
D.W.S.,p.e.
SHEET OF
1 OF 7
JOB NO.
V-
J
2020-1 Q03
3773 �1
I
ul
I�
w
w
I cn
ROOF DECK
CONTINIOUS C—CHANNEL METAL TRACK
FASTEN WITH #8-18 WAFERHEAD FRAMING, ;
SCREWS IN EACH TRUSS CONNECTION !�
6' STEEL STUD 2 HOUR FIRE WALL o 0 0
SEE U404 x I p o u
WALL TO HAVE R-19 INSULATION 11 10 p u
DOUBLE
LAYER, FULL
HEIGHT 5/8"
TYPE X
GYPSUM
BOARD ON
EACH SIDE OF
STUD WALL
PLAN VIEW
STUD BASE DETAIL
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-' IZTF7FI IZTI ITI ? I-Ini ip FTRF 1JAI I
ROOF DECK
(1) #10 SCREW
PER STUD FLANGE
0 I l i METAL STEEL STUB ® 16" O.C.
/ v -- J ENLARGED CIRCLE "B"
2 LAYERS 5/8x
GYPSUM BD FAS
TEN 5/8x GpYPgSUM BOARD TO STEEL
W� SOR �NEF EL C" MAX DON 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
1l T11T1 TAI IIAI I I I T T11 15 LLOV'"] /A• C`LIC` ArTER
CEILING JOIST FRAMING PLAN
(1) #10 SCREW
PER STUD FLANGE
ENLARGED CIRCLE "A"
6" METAL STUD WALL
(1) #10 SCRI
PER STUD FL
WITH JOIST
ABOVE)
CEILING JOIST DETAIL
,TTACH 8' STEEL J❑IST TO TOP
IF WALL WITH FRAMING CLIP WITH
'-#8X3/4' SMS AT STUD AND TOP
IF WALL
TTACH 8' STEEL J❑IST TO TRACK
ITH 1-#8X3/4' SMS EACH SIDE
FENER
TO 8"
ARGED CIRCLE "C"
AL STEEL STUD ® 16" O.C.
(ALIGNED
ITH JOIST
ABOVE)
CONTINIOUS C-CHANNEL METAL TRACK
FASTEN WITH HIL11 X-U UNIVERSAL
KNURLED -SHANK PAF'F
L 0 24" O.C.
(EMBEDMENT = 1 1/4)
ICRETE SLAB
WEB STIFFENER
0 SCREW TO 8"
OIST
ENLARGED CIRCLE "D"
0 0' 0'
SUITE A SUITE B I
STUD SCHEDULE
FLOOR
SIZE/SPACING
BOTTOM TRACK
BRIDGING
NOTE
1ST
T p K
fte�y % SORE
g�
P�T eKENBA(3 116' TA
4TpOP �TSRACK SL
TRATL'K n/81MAX3GAP IP
$
M�N�SUBH �iv/
17'-0' MAX
FjSft� )T p T
HLANGE /#12 SC V
T y4/(32<303.)�j TXT H
�EMHED� E116' U
IROAT&S n 8}3MAX)G,qp IP
�1 OL YER, P^NN�Lw/
TMPSON SUBH E EACH
25'-0- MAX
R-19 INSULATION
3 5Ar STRUCTURAL STEEL HEADER
3Ar STRUCTURAL STEEL STUDS
I
I I
I
I
I I
EXISTING 14'X12' RIBBON FOOTER L------J
EXISTING PAD FOOTERS
8' STRUCTURAL STEEL CEILING 1
HOUR FIRE RATED. SEE DETAIL L524
ATTACHED INSTALLATION SHEETS
3068 jiffTYPICAL INTERIOR NtB1
LOAD BEARING MALL
RA 56CH /Er ANON STRUCTURAL STEEL STUDS
ATIEASIDEyW 4/E GYPSUM 8D
0. C.
;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-i10X1' SDS AT EACH SIDE
OF STUD
3 5/8' STRUCTURAL STEEL STUDS
e
1 WROFIkE RATED WALL SEE DETAIL
U404. WALL TO HAVE R-13 INSULATION
35/8' STRUCTURAL STEEL TRACK
LESLABEyFSTUD0ECUESWAL
WITH MASONRY SHOT PINS AT 16' O.C.
D � _. r'
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 INSULATION
FLOOR PLAN
EAVE HEIGHT 2 REAR
EXISTING STEEL WALL PANEL
EXISTING WALL INSULATION
I I —EXISTING 14'X12' RIBBON FOOTER
l-EXISTING PAD FOOTERS
I hereby certify that I have reviewed this plan and found it to be in
corlpUance with ASCE 7-10 and the Florida Building Code 2017 6th Edition
David W, Smith, RE, #53608
SUITE
A
2007
WAREHOUSE
393
❑FFICE/L❑BBY/RESTR❑OM =
2400
SUITE
B
2007
WAREHOUSE
393
❑FFICE/L❑BBY/RESTR❑OM =
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
DTDHUMBCCLTLUgRgNNERRINTERIOR
ABARLOWOSILL
WIND PRESSURE +31. 38 -39. 37
U-VAL = .45 MIN
SHGC = .35 MIN
B
12'0'X10'O' 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
AADDAA LEVER KKLEY LOCK
1 HOUR FIRE RATED
1 HOUR FIRE RATE
DOORCLOSER
U-VAL = .35 MIN
5
R-VAL = 2.85 M I N
2
3/4'X7'0' FLUSH HOLLOW METAL
STEEL
ADA LEVER PRIVACY LOC
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 rgoUhardt®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,FL❑RIDA 33525 SCALE DATE JOB NO.
PHONES 813-469-2289 E-MAID drsf 1pebarthl ink, net DO NOT SCALE 9 OCT 2020
DESIGN/DRAWN CHECKED 2020-1003
LICENCE #53608 R. GOLLHARDT DAS.,p.e.
ELECTRICAL SPECIFICATIONS
1.1 SCOPE
A. WORK INCLUDED: I A, I the following Work In addition to None normally part of 06 Soctlam
01 Wmmag for No" and power.
02 Installation of lighting fbdw" with lance.
03 Lighting pannalboords and distribution panolbeardo.
04 Connection of equipment shown.
06 Control whinq.
DO Disconnection and removal of sxleting Rehm and string not to be reused.
1.2 INIMUM COMPLIANCE STANDARDS
A AN work shall be done In son danoe with the requirements of the followkt
01 Florfdo Building Code Sbdh Edition (2017).
02 Florida Building Cods — Electrical Conservation SO Edition (2017). Section C403.
03 2014 lee n of the National Electrical Code (NFPA 70).
04 AN Receptoole Condral to conform to ASHRAE Sberdard 90.1. 8.4.2. 2010.
06 Wiring in Patient Care Areas shall campy with NEC 517.
04 Other applicable NFPA Cads.
07 Regulation of local autieritia he" jurloddlom
S. Furnish and Inaboll all labor. matald and equipment and services necessary for complete and
sde indoldlon of the sleobiod eyetern indicated an the drowkgs and metal In the
spedfintlom hereinafter. Electrical yraterne and equipment dell in Is to Include the fallowing:
01 General podelom for electrical work.
02 Whing. distribution equipment and dwices.
03 Ughth Axbune and kanpa.
04 Grounding system.
1.3 GENERAL PROVISIONS FOR ELECTRICAL WORK
A DRAWINGS: Electrical drowh oe, oldw d diagrarurwtlo and Indicate Iral arrangenwnt of work
and systsme. Rehr to Other drawings to veft location of equipment, etc. Chock deawkngs of
~ trades to verly exact spool condition or underground Ines. Drawing Soda pal the
Indication of all ofbob. ntU Ie and %Fcoo.ortes a miulro . howeva these Nsrre will be
provided by this subcontractor at no extra oast to the owner.
B. QUALITY OF MATERIALS: Now. bast of thot rsspsatlw kind. free from eldoobs, and PAW by
UkndsrmtWo Laboratories. kr— or bearing their iabaL
C. SHOP ORAWiNG& Submit four (4) copies of shop drowkngs for No" fbetum and panslboards.
obtama approval h - fore equipment is ordered, built or Installed.
D. EXCAVATION AND BACKFELNNCG: Excavate. baoldB and restore surfaces for all electrical work.
E Visit Ate �and kkoppect adstiinggd
facilities pops h-fora bid in order to onwre opsr evaluation of
werkkg oonditlore and location o adati g equipam.
1.4 WPM. DISTRIBUTION EQUIPMENT AND DEVICES
A CONDUCTORS Copper, in acoordana with ASTM Sb ffWwds. eke refrwoas AWG. Cenductora No. 10 and
m oft size solid. No. 8 and lorgw stranded. keulatlon of conductor thermoplastic. b,Pe 7"
(min. ohm No. 12) any wire i - to! outside. undergrcurA In slabm or composed to mokeiure
shall have THIN Insulation.
B. RACENRY& MM STEEL CONDUIT. full weigh! pipe gdWfto4 threaded. and munirmun 1/2 Inch except
as noted or raqub for string. ELECTRICAL METALLIC TUBING (EMI). thin wall pipe. gelvantted. threadlea.
oomnreedon Attings. end minimum 1/2' eoroept as noted or requkad for wkkg. FLIDOBLE STEEL CONDUIT.
comdmrous eI III hip gelvantest and mindnmum 1/2' site sxapt as noted or required for wl". PVC
CONDUIT, heavy dug► Vim dam ore Indicated. Separate roeoways stall be used for each voltage Welem
Type AC or MC Cable waters permitted.
C. DISCONNECT SWITCHES: General Duly. horsepower rated for motor leads 000 or 250 volt rating, fund
or non —fund as noted. number of poles ore hdloo4 cow kntealock@d with ewIn. Enclosure
NEMA 1 for indoor use and NEMA 3111 for woordmireof applia-H, e. Switch to be Square 'If or equal.
D. CIRCUIT BREAKERL Molded aaa, thernrel—megnetle quick—mcho. quiolc—break, baR—an We with
manually operated lneelded trip—fres handle. Mullf—polle Wn with internal common trip bar.
Termbale suitable for copper or aluminum aonductore. Morruptkg capoft minimum 10,000 RMS
mymrmttool *"qmm drondt breaker* to be Square V or equal, type as required.
E. PANEIBOARDQ: Vdtoge, phasing and ammperw .-kh co bulloat4 circuit breaker typo we kodicob4
buebar* of herd drarrna copper. minimum OU condutift. galvanized sted back box. door and trim.
AN corners lapped and added, hardware chrome plated with flush look and catkin. Hinges eemi—
conceded. 8 lexackle stele with nonferrous pie. 180 dogres opengga Minim new gutter space 8-
3/4' ddos, top aid bottom. Inor*oee do where required by code. Directory holder oanpleb
with dear plastic traeporent cover, inkdioolkg VpewMsn lest of foods cables, aonduit sizes.
ckadt numbers. artleb of equipment supplied, and their location. Croult breaker type
pareobo, I to be Squom 'D' type NOW or 1—Line. or aqua. A pkastto kabd shall be looded an adelor of
pub Identl0v the my ton voltage. Phase. and current rob".
F. WNMNG DEVICES AN devices the product of the some manufootunr. Wall ewRohes single pole, 20
ornpere. 120 volt. Wail @snitaine@ tree —way. 20anpere. 120 volt. Rooeptodee duplex, 2 wire: 3
pole grounded. 20 ampon. 120 volt.
0. DEVICE PLATES: Provide for all outlets when daviees am Installed. Provide anipa marking for
special outlets. Provide blank pioia for on fy or future cutlet boxes. DEVICE AND DEVICE PLATER
COLORS TO BE VERIFIED WITH KIMOR DESIGNER AND OWNER
1.6 LIGHTING FIXTURES AND LAMPS
A Fumbb and Install oonnplebe system of Nghlkg foxtwo% kenim aoaesoria and supports co
specified and I Omni I Submittals of equal quaff are aIewod.
1.6 GROUINDINO SYSTD/
A. EDUIP&IM. Ground non —sonnet oamyb metal parts of po ebo rd. rmany s and all lighting
fbdures. AN eondndto shall have equipment grounding conductors.
1.7 INSTALLATION
A Scare all supports to building structure. Support horizontal runs
of meIal0 conduit riot more than 10 fast apart. Rua exposed mosway@ parelld with or at right
angles to wags.
B. Para raoswoya over water. @team or obw piping when pull bones are not required. No raceway
within 3 Inches@ of otsorn or hot water pips. or appliances, except asedngs where raceway shell
be at least 2 Ind►ee from pips cover.
C. Cut condkdt ends square. norm aeroeM Pdnt meld threads of field thnoded ow" with graphite
base pipo compound. Draw up tight with conduit oouplYq@.
D. Leave wire sufficiently long to permit making final oomedlons. In raceways oar 80 fed in
which whi g Is not metaled, furnish pull wire.
E. Verify locations of outiete and switches.
f : Support Pant. )action and pull boxee mdopenderdy to building structure with no weight bossing
on conduits.
0. Connect conduit to motor cndult terminal bona wO R 1-11 conduit minknum 18 1 n' in
length and 3oX dock. Do not terminate in or fasters recowys to motor foundatieri.
H. Contractor to ow to and salvage all aband, eleatrloal oqumnenL
L This oonbvdw shot rarrarut all labor and materials for one year from date of fond mitts
J. Dwrw responsibilly to do perbdla maintenance an all Akunleun Wm@ Connection and will
provide a signed letter to attest to this avow wev .
R Contractor will provide to the &"* Owen. WNW 30 days artsr the data of the a) to a000pIirmw Hoard
dnwm.gs of the actual Installation Documents and Manual@ per C4OL&4
L Connbootor shop provide eonebuetion documents that certify Ightkq conti a most performance WRN% of
Section 0408 of the Florida Building Code 00 FARM (2017) Eergy Conservation. and provld@d to the
Bulift Ower* within 90 days of receipt of the Certificate of Occuperroy per C408.3.2 of the @@me cods.
13 LOW VOLTAGE
A Low Vbttsge wirkq drawings to be prodd by others.
ELECTRICAL SYMBOLS
— MANAL MOTOR sTmm sum As Rimum
Sap— 3—MY SINGLE POLE DMNAER SWITCH (0-10V OR LIE VOLT. AS REQUIRED)
SD — SINGLE POLE MMER SNITCH (0-10V OR LINE VOLTAGE AS REIMA iED)
S3p— 3-4MY 044E POLE TOGGLE SWIM W/PILOf LN81T
S — SINGLE POLE TOGGLE SWITCH
S3 — 3—WAY SINGLE POLE TOGGLE SWITCH
SO — 'alb- INDICATES LIGHi11 TO BE SWIYCIM
4%.b — OOCl1P*W SENSOR W/TWO LEVELS OF LIGHTING LIE MOLTAGE
— TIME CLACK WOW SWITCH (MAX. 2 HR)
® — LNE VOLTAGE WALL MOUNTED OOCUPAIW SENSOR
WP — WATER PROOF 3R — NEVA 31t
NF — NON —FUSED NL — NIOHT LIGHT
®J — DISCONNECT SWITCH
0 — E mwwx PANEIAG"
EMEROENCY LIGIONG/EXIT SIGN W/BATTEItY BACKUP
EMERGENCY LoffmG—W/Banny amp ,
1
— TIME CLOCK
® —PHOTO ELECTRIC SENSOR
® — 206V 30 RECEPTACLE
..O'J— CONDUIT IN FLOOR
RC — RECEPTACLE CONTACTOR
® — 20111V REC.'LFTACLE — VERIFY
_ 2 VOICE (CAT 3)/2 DATA (CAT 6) OUTLET
DATA gin COMMUNICATIONS TO BE VERIFIED W/OWNERS
4—
RESTROOM E*IAUST FAN
NOTE:
Occupancy Soneore are to be beanparwy/Vao6KV Sonneore unlea - Inal
otherwieL Is: 'Manual On' le a Vacancy sensor w/auto off.
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 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 SWITCHING
PURCHASE
OR
TIME CL❑CK/LIGHTING
CONTRACTORS
5, OTHER LIGHT FIXTURES BEING EQUAL AND APPROVED BY
OWNER ARE PERMITTED
6, CONTRACTOR TO VERIFY STEM MOUNTS
7, VERIFY W/C❑NTRACT❑R IF STEM ❑PTI❑NS REQUIRED
MM n MFM
SUITE A SUITE B
LIGHTING PLAN
I hereby certif y that I have
compliance with ASCE 7-10 and
reviewed this plan and found it to 10E in
the Florida Building Code 2017 6th Edition
David W, Smith, PIE, # 3608
ENGINEER LICENCE #53608
CHANCEY PARTNERS
3761 CORREIA DR
ZEPHYRHILLS, FLORIDA
D.W.SMITH,M.S.,P.E.#53608
FLORIDA PR❑FESSIONAL ENGINEER LICENSE NUMBER 53608
PROJECTS ENGINEERING CONSULTANT
9909 WALLAST❑N DRIVE—DADE CITY, FLORIDA 33525
PHONE,813-469-2289 E-MAIL, dwsflpeeearthlink.net
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 -Easy Meter Pack' (or equal).
120/200V 30 4 Wire SN in and
120/208V 30 4 Wire SN out to Suttee.
120/200v 30
Ufia* Xfmr.
2 S �.,(()5OWAn Y.3.5'C
EEtend � water lira
waihFn buNBrw ,WW in accordance
•
a 1 t
1
400A
h Fund
connect
o
FIP
oRe
Us.
(3)s.6KI0%I -C
100A MLO I I IOM MLO
120/ZOdV 120/2OW
3• S4 Wire 30 44 Wire SN
(3)2.2N,e0.2 C
2 Cu
Bond
BSlbdyd.
NEC 2=1
50.50
WrdrnurnO�ds��ip adCOW ap�ortd.
R � S E RD
ELECTRICAL LOAD CALCULATIONS:
MADIM SERWCE
EXTERI R BULDINO UMS
Exbelor OWN" uOht
Con*%Mn road - 0.24 X 1.25 -
RECIPTACtES Fst. (4) 0 180 -
NUB 101 THRU 107
7 SuRa x 12.74 -
DIWGRA�i
ITS
ELECTRICAL LOAD CALCULATIONS:
11111 L SIMiES 1 IM 7
hW
Uaffin
KW
12M 4 M Warehouse O .es watts per -
1.18
.24
we 4 It Office O 1.11 watt Per -
0.40
�4
53 4 Rsor ntrn O .08 watt per -
am
.24
Table C405.4.2(2) FM Eneryp conatvalion
1.63
Sub Total 0.30
Continuous Load - 1.03 X 1.0 -
2.04
Sub Toll L04
0.72
Sub Total 0.72
RECEPTACLES
2 48
Sub Total 2.48
80.10
Sub Toil 80.18
MISCMINGMS
Bu"" SWW" 1.50
Future Equipment 3.00
Told 96.70
96.70 i(MI 9 120/2011V 30 4 Wire SN - 2e8 An*&
Service - 400A 120/208V 30 4 Wks SN
R4AC
(1) HP O 2330 - 2.33
(1) M • 458 - 0.46
Sub Told
(1) Warehouse Fan SM - .53
81 Water i iwtr 3.40
1 Sign ell 1500 - 1.50
Tabol 12.74
IL74 kW O 120/208V 30 4 Wks SN - 35 Amps.
F
Smut° - I= 120/208V M 4 Wks SN
PANELS 'L1 THRU L7' SCHEDULE 10.000 AIC
SERVES
L�
B/P
CKT
/P
LOAD
SERVES
M
Span
20 1
1
2
30 1
3400
Water Hader #
Offka by LLii�qhis
hfs
355
782
20/1
20/1
3
4
20/1
20/1
1300
SSi�nn
�
5
S
720
Receptacles
S&L
pace
9
11
10
12
20/1
20/1
880
Warehe/DF RecepL
Wo Fan
SIN we
528
i5/1
13
15
17
14
16
18
20/1
360
540
Lobby Recept.
•
S
Warehouse Receptacles
19
20
Space
21
22
HP
1165
2 /2
23
24
1165
26
AHI
230
1 /2
27
28
I
230
I
29
30
Sub -Total 1165 1113 2177 3400 2360 1620
Total 4s65 3473 3797 11835 - 38 Amps Con (Highest Phase)
- 12119 - 38 Amps Demand Phase)
Notes: IOOA MLO 120/208V 30 4W SN
k - Lockable Breaker
PANEL "HP' SCHEDULE
10,000 AIC
SERVESLOAD
B/P
CKT
/P
LOAD
OC
I SERVES
ExL Bldg. Lights
Space
236
20/1
1
3
2
4
20 1
20�
1500
S
5
6
20%1
900
ExteriorReceptaclas
7
8
20/1
Span
9
10 12
Space i
Sub -Total 1 236 10 0 10 115001 9001
_ Total 236 15ov soo 2
646
s - 14 Amps Demand (High�esPhase) )
Notes: em MLO 120/208V 30 4W SN
2% SERVICE/FEEDER VOLTAGE DROP CHART
Thle chart le booed an a 208 Amp Demand, MW 30 Service Ism Uti lly
Xfmr. to Meter Csntr/9redors. Than from 100/3(0 SM ft. to Penal
Sully 101(80 Ampex
UK TYPE AND SM f�EI ffi
U11U1Y xne TO WIREIMAY
(2) 500k" 7SC TIiw/nON Wars (AL) - 150 1.47 .71
10CA CO TO PANEL L1
1 7SC THM/MwN WIs - 115 L46 1.18
VD 1.47 - 0.719 0 20IN
VD 2.4e - 1.18X O 20M
TOTAL VD 3.93 - 1AW * 208V
total diatonce exceed
what Indioated Indicates distanceAbe bvugM babthe at�nNoouldrn of this Engkaer.
NME AN wlre Copper urine Indicated oNarnMe.
2X SERVICE/FEEDER VOLTAGE DROP CHART
This chart Is band on a 288 Mp Dennand. 208V 30 Service from UtlNty
xffw. to Meter Cenbr/Breakers. Then from 100/3(o 80X) am to Panel
L3, Sint 103. and Panty Le. Suit 106(80 Mpe am).
WEE TYPE AND MM J3= A
UTILITY XFWL TO VAIMMY
(2) 5o0k " 7SC TW/-n 1N Wks (AL) - 150 1.47 .71
100A CS TO PANELS L3. AND L.S
3 7SC THW/MMM Wire - e5 L21 1.08
VD 1.47 - 0.71X 0 208V
VD2.21 - 1.0SX920M
70TAL VD 3.88 - 1.77X O 208V
Chat India" distance with bad as shown. Should toll distance exceed
what is Indicated it Is to be k ought to the attentbn of thle En~.
NOTE: M wire Copper unless Indicated etherwlee.
3X EQUIPMENT VOLTAGE DROP CHART
This short b based on a 20 amp akgb pole
i lead 30 Savbn tie mMrs)
WOW HYPE AM SME ffi
#12 71rC THw/11M Wks - 114
#10 7SC THw/nm Wks - 181
# 8 7SC THw/nm Mike - 285
NOTE:
Thls chart le -~waste Can'. Actual length of wire
when calculated from load to bad and haw the
oondu t are run care vary hem this chat
L1-35,37 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 SERVICE/FEEDER VOLTAGE DROP CHART
Thie abort Is band on a MIS Annp Demmand, 208V 30 Service Ism Ulift
xf w. to Mnntsr Centr/Brsalers, Then Ism t00/3(O awe elm to Panty
L2. Sulks 102. and Penal L7. Snit 107(80 An" am).
reRE AND nu A
UiILRY Xna 1O WMlEWAY
(2) 3001axn0 7SC 11 0/114N Was (AL) - 150 1.47 .71
100A C8 TO PANELS L2. AND L7
2 7SC 110/i1MM We - 90 2.42 1.17
VD1.47-0.71X•208V
VD 2.42 - 1.17X • 208V
TOTAL VD 3.89 - IAN O 208V
lead as al , v n Should told distance aposed
what Is 1 d Abe to the aftenklon of this
N07L M who Copper unless Indicated otherwses.
2% SERVICEIFEEDER VOLTAGE DROP CHARY
This chart Is bend an a MIS MM Demand. MW 30 Servbe ham UUW
Xfw. 10 Maker ttnter/8reakers. Then from 100/3(0 80X) Illm to Paude
L4, Suit 104. and L5 Sint 105(80 Mnpe so.).
WME TYPE AM MM Im A mm
UMITY Mot. TO WIAEay
(2) 500kanl 7SC 7W/nfWN Wlre (AL) • 150 1.47 .71
100A CO 70 PAWS L4. AND L5
3 7SC 7Hw/iHMIN Wks - 50 1.70 .82
VD 1.47 - 0.71X • 208V
VD 1.70 - OAM 0 208V
TOTAL. VD 3.17 - I S= • 208V
Chart indicates diabanae with load as shame. Should told di °ounce .�occed
what le Indicated It is to be brought to the oft Me of this En*~.
NOTE M wire Copps unless Irdt-1 otherwise.
SHORT CIRCUIT CALCULATIONS:
NEW Sown
I SC - , 4. 1.7 15D 2T'
1MO
I Sc - 15353.5 AIC 400A Main Fused Disconnect
I SC - 4000.0 AIC Lot Thru Current • 400A Fund din.
W 400A Close T JM Fuses
I SC - <10000 AIC Parole Lt. L2, L3, L4, tea. L5. L7, and HP
I hereby 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
POWER PLAN
CHANCEY PARTNERS
3761 CORREIA DR
ZEPHYRHILLS, FLORIDA
D.W. SMITH,M. 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, dwsflpe@earthlink.net
SUITE B
SUITE A
RICK COLLHARDT - DRAFTSMAN
813- 781- 3651
rgollhardt@tampaba,y.rr.com
POWER PLAN SHEET OF
4OF7
SCALE DATE JOB NO.
DO NOT SCALE 9 OCT 2020
DESIGN/DRAWN CHECKED 2020-1003
R. GOLLHARDT D.W.S.,p.e.
GENERAL HVAC NOTES ARE IN COMPLIANCE WITH 2017 F.S.C.M.
1. ALL IEd1AM AL EQU %Off $WU M PWMW W11N FIROPBR CLEARANM
AWL OF4 INCHESON EACH SDE S NJFFMW. M17 FA= SEC. WL1A
L ALL DUCT SYMEMS INSTALLS N'NON40ND1110NB0' AREAS SHALL M OWMTRUCIED WITH APPRROVEDMATERALAND
OFAVALJJE OF NO LMItMt R4 WMALLSEAMS SHALLMSEALED WITH GLASS FABi MANTIC "OR
APPROVED TAPMTHAT EXTED NOT LESS TH1AN 1 INCHI AND I A 0D N ACCORDANCE WITH THE UN-W% FART 1 POR DUCT BOARD
OR M WIL FART 1 FOR FLEX ALLCLOSURES 10M AND MIALATONS SHALLNE NSTALED AS M ONT FALCAL CFA1P7M 0. SEC. M
ALL THNLLMOILL. FLOORS CELNNG PEMTRATIOMB INTO THE DUCT SECTION SHALLCONTAINABRANCH DUCT FABRICATED OF MIND FH11101A G AN DUCT BOARD
OR R MUrALAND A SEALED TO WM DUCT SECTION AD GRLLE SLOE WALLSURFACE THE RANCH DUCT SOIALL M PMM AID ATTACH®
NACOOROANCEMSTHM DORM UREMWTVE7OTHEDUCTTAPEUSED.
L ALL DUCTTRIMC SO DENRi TUBS OR TEM $HALL NAVE TUMINO VMIES. S POGE OR4$ 0001=IMM CAN MIMIC N
PLACEOFOODEEiEETUIWSANDDONOTN®7URWNGVA L
4. ALLIlEOSTES. GR M & DrMMM MUST M TESTED N ACCOMWICE WRH AEHA E S4. AND VOLUME DAMPERS CR
OTHER mmo OF SUPPLYANADAM kMT$HALL M PROVD®N DUCTS DRAT EAOM MYOUAL MOISTER. GM LE OR DrFUML
L AIR DSTRAUIIONED5N0 SOT. SHNL M TBTMADANnED. AD EOF TM STATE A
CURlPJiT ., — (SEE BSII:TION14
DLCEPTONk 21�BW� OWLS YYTTFI CJIPACfTES OF /6 TONS OR LER LM MAY M TENT® AHD BALANCED EYTIE LICCISM MOCK CONTRACTOR
BSMTIONk S W LLNILDWGS W1fH CAPAcnw OF OB.000 BTUM OR LMS MSVB1ElrP ARE C.C.1017. SEC. SOO2AL1
001XSENT1SFIALL THAT ALL MUO SYSTEMN SE OMAM MD ZMM ENCE>DNO
LAN HANDLERS (1VER 2600 CPM) $MALL HAVE A SMONE DETECTOR INSTALLEDN THE APPLY. FJLC.AL 2MY CHAPTERS, SEC. IMLI.
WHEN TWO AN HANDLERS SHARE A COMMON SUPPLY CR RE7UME'AN OIICTOR TUBA IP AND THE TOTAL OPMB ARE GIMYMTHAN 2M.
A SMOM DETECTOR SHALL M BWALLED N THE SUPPLY AD IIERNIN AB PER F.11" 21"7 SEC. 0002.S AND BE N ACOCIVW CE WITH MR 72
SM MDETECTORTESTSTATIONSSHALLHAVEATROIELENDIONTORLNGHT,WAIDA7NOAWANOUOTTTOUBLE.WPASOA2NL',CHAFTELS
NOTE:AIUM WCANNOTMUSMMMOCCUIPAWfSMCEORSTCRAOEARS AASPBLWPA40kSE0.4A.10.1.1
7. FBB.e DAMPEN, SMOTE DA IPEE, COMSNATTON PIAEJSMOKE DAMPERS AD CLBLNO DAMPERS LOCATEDWRIINAN DUCTS
MIST M BNTALLED EY MANIFACRNIES SPECS, AND BE 7=i N ACOOF4WM WITH UL SOS, AND THE FAAJN.2017 CHAPTER t SBR W2
ALL DAMPERS LACATM AT OELNG OR WALL PEETMTWW MUST NAVE AOCESS DOORS TO RESET OAMPE .
UNLMS THE DAMPER S N THE DFFUSERTH W R GW M MSETTHRU THE DFFUSER.
SMOMMI PERS N A DUCT MST WIVEA DETECTOR WITHIN $ FT. OF TRETIAMPE R WITH NO AN INLETS OR OUTLETS BETWEEN THIS.
FOR PINE AND SMt010F DAMPER ACTUATION METHODS RWM TO FA"2017 CNA M R SEC. WAIXI2AND S07A2A
S. B@CLASM SUPPORT PLATFORMS SHALL M OONNSTRUCTED N A IMNE TO FJL" 2N7 CMAFTEI L
A FRESH AN INTM ES SWILL NOT M LOCATED CLOWR TH N 10 FT. FROM ANY MWW ORVE NT OUTLET OR SANRARY SEWERVINIT CUTLET.
ALLOUTDOORMAOMAND EXHAUSTS SHALLHOWAUTOMATIC ORORANTYDAMPERSIMTWMV MNVENTLATIONNOTOPERATRIMFE002IH7.SM40L$
10. ALL DO w aLom SHALL@HALL M ocMeTR ICTTD OF METAL ND OOMPLYVMH PA.C.M. 2017 CHWRTA NL SEC. MA
11. MTHNOOMS CONTAWNO BATHTUBS. SHOW9{t. SPASAND SMLAR BATHING FWfURS SWILLS MEpW$CALLYVENTLATED.
vcEpTION , REINC rAL BATHROOMS PAVING NO LM$ THAN 4 PERCENT OF FLOOR SPACE. FA C,M.2017 CH PTER4. W-40U
12. ALL EOIA wm SATHROOMf, CLOSETS & STCMM ROOMS SHALL HAVE UNDER CUT DOORS OIRA METHOD
FORMAKEUPANTOMlWUMMEQUALTOTHEAMOUNTCFCFWBEQM WMFJW&2017CHA MASEC.SNA
I& CONDENSATE FROM ALLCOOLNG ODU AND EVAPORATORS HALL M CONVEYS FROM THE DRAM PIN OWfLETTO AN APPROVED PLACE OF DISPOSAL.
CONDEIM75 SHALL NOT OMpMROE INTO A STREET. ALLEY OR OQH ER AREAAS TO CJWSE A NL :E TENMBATEAMN.OF 1S' FROM ELT. WALL
CONDENSATE DRAIN LINE SWILL NOT M LESSTHAN aft NCH DAANEM AD SHALL NOT DECpdIBE N 2017 PA.C.ML CHAP4ER a. SEC. W
Pat AUTHORETYgIER,NRNDOTmcoNMMTEDRAW MAY DRAW TOASTOWSYSTEM, UMITYSINK SEWERSYAPPROVEDMEANS.
ALL ►DRmaNTALpRNARYN� Ewtfm NNCONDUMNALARMOHALLMMAAT ANPWF 2017CFNPTEt%W.a07
ALIOLARY GRAN MN OR DRAIN MAY LIE It101JLRED WHOM DAMAGE TO ANY NILDNO MAY REEDY PROM OVERFLOW ORANYSTOPP/WE
A'XLLWGRAINMN WIVEAMAT. OF1$NgESANDMAMIT.aoa mummitTHANUNSTCRCOLADHAVE0AATEDRAWLIE
AN AUXILIARY PIN WITHOUT SMMATE DRAM SMALL BEEQUIPPEDWRTHML11TEt LEVILDETECTION DEVICE POR SHLR OPP PRIOR701WEPLOW
METALLO PAN MUST HNVEA AAt TISCIO�S NONMETALLNC O OSS6SICHlA M P@l F S.CAL f01TNlDPTHt X SEC. f07
ALTEBMTM7040MAlEDRAMLIE:AWANLEVBOETECTIONDP.VICETWITVA LSHSREDAISMWPRMTOCNEIR.OWOFPAX
MMTEI LE61L DETECTION DEVICE SHALL, OONIOW TO DRAT MN ATA NIGHER L EVE. TWVN THE PRMMY GRAIN OON ECTOK
CONDENL4klEDR09NUMCMWBTRAPPEDWITHrwtumwnwAmoKwmmmmtyiwvwtwALAwDYHommopuAL
14. RT pMutANT From FOR IIEfl NNIRANT UM SHALL BE N UMED TO ATFEEMNL RESISTIVELY OF AT LEAST Rm*K
SECTOR QEUW M NNAATED N ACCORDANCE WITH AS7M NOS. AS FBRTHE FAA.R 2MT CHAFfM a. SEC. a07
1L ALLAN DSTRAUTION COMPOwM WLLM BSTAlJIDN ACCWDANM TO2O17 FAA.M.
IS. F HVAC EQUPM ENr OTHER THAN SPECF1EDBY 0 SMI I PUIEZ ITS CAPABL MM OF BfU HEAT REAOVAL
MUBTMOMWTO?MMaUnOWIPEOrMBYYMWACONSKINER
THE HVAC DNIpSeRWLLNOTM RESPONSIBLE FORAWSYSTEM NOT DOTAUADACCOPMA70PS.ANS.
OMME
AIR CALCULATION
AM
CATEGORY
SQ.FT.AREA
CRSPRSN+CFMNT
OACFM
1
OFFICE
913
uX7+0M xaq
Sa
TOTAL Oh
a
PAN SCHEDULE
MF(L
TY
�
VOLTS;
DUCTDUI
,
4
NIOAN
ORBQUAL
CELIN EpAUSrFAN
70
120
4 NI2ES
H.V.A.C. EQUIPMENT SCHEDULE 1 BY"ED`IBU�IMECK0 OONIRAUM
"ORBOIJAL'
RMED
"01lEQIEN.'
SASMJE
1~
OD
ES
VOLTS
MAA.
MAX
ONI
OM
OR
"
CIA.
ONDIIOT
1
NRRAN"
GSTI10 sixmNRUSIN4
%010
4MO
1A700
17
17M
14N2
>pi.71E1
OA
20
SOO
N
4'
as
u
SIPFLY am,
lelltSAMNT LJNs
R ;w DIIGT/
YOmIBN AN'PLY
70 0111,01211 OOIOANON
DINT TNW A"W VAM
IN T �FAIRRICN
SW co"010 MATT
oIeAINI w r 1w
FIBM% cA1� role
01001 A/o C.0 70
AIrN Am"
PIeOVp 4' CLBARANCS
ALL APO" AN
Flamm
-4110cNa4w
SUPPORT
nPlAaw
1SA F tfANDMdI
lLOAT Sorm
DRAW TAN
rAAS e o
WCORMAS
VOi' AL AM DWAIL
RM
SUITE A SUITE B
UP" ToW
wine,Nen
low FWAMM TO
puwwaw"
N Guam MA M
�yylu wm
aluft slat
�EI� Ar+AI�'►
wicnm Don anoN
uAra oow.o+al
��am" an TO r etpee�
00I6O NWK tall "W
Ww2wml�
4' Comm"
NISI AID .IOg
PM"
3 iree
rode
l
LINO Ni
Fl_ L M t Fva AQF/D
'• ':
AID AMAS ALL�II
la �L um
et
PISCONIP"Mt's
UW MOUNTlir><s MrAL
HTs
wI I�Le
l e:r
IwleteawMa.vattMy
T�IDee.elll�neeeewwotr etelt
e��eeeeLlerlSloTaSe
rotNrllaaletewoNeenu�tee
UOIIt011GLaIIDT•SR
1MOUa MM •!T.
W DIED MIDI ro N 001/UAllro 7111N al W 7t! t ro17 FaALL � M
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 loc in
compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition
David W, Smith, P,E, # 3608
ENGINEER LICENCE #53608
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
PHONE1813-469-2289 E-MAILS drsf1pe2earthl1nk,net
Zkyl_TO
SCALE
DO NOT SCALE
DESIGN/DRAWN
R. GOLLHARD
9 OCT 2020
CHECKED
D.W.S.,p.e.
SHEET OF
5 OF 7
JOB NO,
2020-1003
SUITE A
LIFE SAFETY PLAN
N❑TE
SUITE B
TI❑N
1, C❑NTRACT❑R T❑ PR❑VIDE SIGN DESIGNING FRAME C❑NSTRUCTI❑N ❑F R❑❑F PER
FAC 69A-3/012 (6)
2, C❑NTRACT❑R T❑ PR❑VIDE TACTILE SIGNS AS PER NFPA 1:14,1413
3, C❑NTRACT❑R T❑ PR❑VIDE UL 1037 APPR❑VED ACCESS B❑X PER NFPA 1;18,2,2,1
= LINE ❑F EXIT AND DIRECTI❑N
FIRE EXTINGUISHERS SYMB❑LS
2FE 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 COLLHARDT - 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
6 OF 7
I hereby certif y that I have reviewed this plan and found it to k)E in
compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition
David W, Smith, RE, # 3608
ENGINEER LICENCE #53608
9909 WALLASTON DRIVE —DARE CITY,FLORIDA 33525 SCALE
PHONE: 813-469-2289 E-MAIL: dwsf 1pe@earthl Ink, net DO NOT SCALE
DESIGN/DRAWN
R. GOLLHARDT
DATE
9 OCT 2020
CHECKED
D.W.S.,p.e.
�,11M:W
2020-1003
. T. UL Product W m
I BXUV.L524
j
3 Design/5ysteWCDnStrWxrl(Assetsttb1y ikatfe Dsdairfv
� • Authorities Having Jurisdiction should be Conwhad in all cases as to the particular requitrimmis covering the installation and use of UL Certified products, equipment systemdevices, and materials.
• Audlim a Having lunsdction should to axnstrRed before construction
• Ere resistance assemblies and products are doped by the design submiller and have been investigated by Ut for compliance with applicable requiren eirits, The published Idorntaon cannot allays address every tmstructiom
nuance encountered in the fief
• When field ksues wise, R is recommended the first contact for Resistance be the technical service staff provided by the product manufacturer (toted for the design Users of fore resistance assemblies are advised to consult the gemal
Guide Information for each Product category And each group Of assemblies The Guide Information ncides specifics concerrtim) &Item&" material and akwraL-metods of construction
it • Only products which bear UVs Mark are considered CMified.
BXUV - Fire Resistance Ratings - ANSVUL 263 Certified for United States
8XUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada
See GamrW MnaLim IN F&e-r ' t nca fl'rms -A H r: 2fi Certified for nted XM
Q.YSigAKRAnd AkUAk.Y4UU K
Ce.6.0sral ..A. -a. f Fe f' AAf Sinl _;p ;' fo
Design No. L524
{
August O.S. 2020
i
i
Unrestrained Assembly Rating -1 Hr.
Unrestrained Beam Rating -1 Hr.
This design was evaluated Lasing a load design method other than the Umit States Design Method (eg Working Suva Design Method). For
11 jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shag be used - Sea Guide MUM or 0XUV7
I* Indicates Such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),
respectively.
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f ust Layer
End Joint Dubs;
L Flooring System - The floating "am shall Consist of one of the MOV ng:
System No.1
FOM Flooring - Min 19M In. thick word structural pariels, min grade "underfaymeor or 'Single -Floc"- Face gait of plywood ar strength ands of panel to be perpendicular to joists 'Will joints staggered Log etkges shall be T & G.
System No. 2
Ssa WwkV - Mtn IS/32 Jim thick pywood or min 7/16 in, thick oriented strand board (OS8) wood stmaun d panes, she Wad@ -C-0" or •Shxattig'. Face grain ofplywood Or soeygth axis of panel to be po pendicular to joists witi jornU staggand.
Vapor grader- tOpion l) - Non 0.010 ei thick eommada Man-sized building papa.
Finish Flooring- Nun 19/32 In. thick wood struck" pores, min Wade ^akdwayrnenY a -Sing@-Floor•. Face gram of plywood OrsbxnO aids of panel to be peryeodkuar m joss, wirhjoinb staggered. tong edges shag be t er G.
System No. 3
SuaNaedrq -Min 15,32 et thick woad structural pack min grade "C-D" or -She tt iW I- grain of plywood or Wengos ads Of Fred to be perpendicular Mining with joints staggered.
Vapor Bonier -(Option,) - Nom 40101n duck comm" asphalt saturated felt.
F►iea Flood" - Flow Topping Mlaue•-Min 3H in. thickness of Boor topping matux arty a minimum ,compressive strength of 1800 pp, Refer M mawfacWrer's immwtdms accompanying the egaidail for Wok mix desiWh.
L"M STATES GYPSUM Co -Type, LRK KURK, Csp
t/SG MMW SA DE C V - Types LRK HSUW, CSO
Flow MM MOObW- (Optional) - Floor enact n.twiet boa aid over the subloor. Refer to nat-f-err, initactiont regardev the minimum thkMen of Row owing oserrtadhROW not .left"
UBTFD STATES GYPSUM CO- Types SAK LEVELROCKS, Brand Sound Reduction Board, LEVELRMO Grand Flow UrgMayrnent SRM-25
AhMneM Fkw Mat &Ut:bM - (Optorub) - Nom 3/8 I. thick floor eat material host aid ova the sebfloor: Floor topping thickness shall bens specified order now Topping Alberta.
GBUCSSAVU L LC -Type SCSO
Sy FWn No. 4
Shainerig-Mai 19/32 in dw.t wood um ineirea prxk min Wade "C-p• or -sTwawg-. Fare gran of pt/waod w strength skis of panel to be perpendicular to joists wgajams staggered
Vapor Bardw - t0plipna0 - Nom 0.030 it thick conm4rcid asphalt saturated kh.
FWA$h Hwdng - Hear Topping tWM'O - Mn 1-1/2 iL Thikneu of floor owing -xtre having . mint compressor strenafrh of 1000 psi and acat density of 100 pus or genus S pd. Foam concentrate noted 40:1 by voiume with wwtw and awarded
ar Igo pat through nude- mbnwe sag cwahr of 1.4 w ran of oefornxo foam concentrate to 54 es Type Portland cerna+C 300 its of sand with S-1/2 gal Of water.
EfASIIIELL CORP OF AA A -Type FF.
System No. 5
Sohnoodng- Min 19132 kt thkk wood urucwrel pw*K min grade -C-O' or'SMeathing". Face grain of PywoodOrstrength axis of past tobe Perpendicular ajoists with pNms staggered.
Vapor Warier -(Optima) - Nom DJW a thick commercial asphalt saturated fit.
114teel F-rung Members• -As an alternate to the direct attachment of the Gypsum Board' (Rem 101 Steel Framing Membez• and Gypsum Board' Mom 12) may be installed beneath the bottom Menge of the stsN beam
a Mahn Rotation; -None 12 ft long, with ISA6 it or 2- V2 in wide face, spaced 4 ft OC, installed perpendicular to steel bearm Mash mnners hang a min of 2 In. below bottom chard of steel beam and Secured to stedjoists with
No. 12 SM gale steel what, Spaced a max of 48 in. OC.
IN, Cans Tees or CFM surth- Nast 4 It king c oss tee% with 1SA6 in. or 1-In in. wide face, or non 4 R long crass cdexraB, with 1-12 in. wide face either spaced 16 in. OC, installed paparri iccular to The main nations.
Additional cross tees or diamds used 8 In. from each side of butted gypsum board end joints. The cross tees or channels may be riveted or sane -attached to the sal angle or channai to facilitate the Wiling installation.
c. Wa6 Angles ar Ctathnak- Used to support steel framing member ads and for screw-ahachmem of the gypsum board Paimdd a galvanized steel angles with I in, legs or channels with I in. legs and 1-9/16 in deep.
attached to walk at perimeter of ceiling with fasteners 16 in. oC
CGC UIC- Type DGL orRX.
USG IMtiUOR3 LLC - Type DGL or RX.
12. Gypsum Board'- Two layers of none V2 Inthick by 48 in wide gypsum board fan use witth Sind Framing Mambers-. Base layer kstaled with long dimension perpendicular to class Gees with side joints centered along main
runners and endjoints centered along am tees. Use fayw istanad to cross tees with 1-1/4 al. long Type S bugle -Mad Steep strewn spaced 8 im OC along butted endjoents and 12 ar. OC in the field cd the board. Endpoints of
adjacent gypsum board sheen shall be staggered not less that 4 R OC. Oeaa Layer attached to the cross tees Through after layer using 1.7/8 at long Type S.bugle-dead steel screws spaced 8 in. OC ai tutted and jokes and 12 in OC in
the field Butted end joints to be centered along cross toes and be offset a min of 32 in from end joints of inner hya. Rows of screws m both sides of belted end joints of each byw shall be located 3/8 to 112 in from end joints,
Butted side joints of Outer layer to be offset a min of 18 in from butted side joints of inner layer.
CSC DK-Type C gm-.)C4.
THE SIAM GYPSUM INDUSTRY (SOMSKHW CO -Type C
UNITED STATES GYPSUM CO -Type C. Eli
USG MORAL DRYWALL SFZ LLC- Type C
USG MEW.0 S A DE C V -Type C, Ili
13. G,dk-Steed 961le- installed in accwdanre with the nsraitat'ran instruction provided with the ceiling damper
14. ObneM Products RSMBd In Ak4 mmWmg Spaces• -Automatic Balancing Valve/Damper-(Not Shown - Option&) -For use with Neer 8, Raukn CmTpary's Mods) CF07 damper (t:ABS). CeBiog damper to bo provided with
pauum box par dampar manufacturers instructions with side outlet only. Entire assembly to be Installed Into any UL Cass 0 or Class 1 flexible air duct in accordance with the instructions provided by the automatic balancing
valve/damper manufacturer.
METAL !INDUSTRIES INC - Model ABV-4, ABV-S, ASV-6
* Indicates such products shall bear the UL or cull. Certification Mark for juristdictions employing the UL or cUL Certification (such as Canada),
respectively.
j&qj1gQAJtdon •08-0S
Th. apptaance of a company's area or Product do dus database does not n itself terra that products m td Wnifled have been manufactured under VV%Follow-Up Service. Only those products WWUV to UL Mae stwukl be caevdawd to be Certified and
covered order IA'f Fallow -Up Senate. Always Wak for to Mark an to geoduct.
UL pernits The reproduction of the nataidco yarned in the Onkne Cartifcation Dimi subject to the following sand Kann: 1. The Guide nfomsation Assembles, Coreftuttans, Designs, systons, and/a Codification (ids) must be proem ad In their erakmtyand
in a nth-midaelrrg manner, without any monppuarm of the door (or dravi>yis). Z The staemem"ReptmM from to Onga Certifications Delivery aft profession from uL' must appear adjacent to the targeted mateial. In addition• to trimmed mawral mot
Include a copyright notice in the following foment "O 20111 UL LLC
Ha is Met MM.lk*•--rpphoner Hone mat maraca none SM et 12-V thid; adhered to subRoorwidi Hooker Floor Primer. Primer to be applied to the snfooe of the mat prior to the Placement ofa thin 1 n off oortoppri, mahwe,
"ACKER R#DUSFMM DK-Type Hates Sound -Mai
A tw-t- F4gar Mat M&Ud&k- (OP""- Fi o -t matb'W none 1/4 nt (Gram) duct ads erect b PA§Oor with PWw Floor Pima, Pmwto be a{pkd to nha sLgf ca tin min pnon o the plxerttentof a me, .,'M n. (32mn) of BOwtoppirg
I ktwe
HACKER RADUSTMU HNC -Type Hadoe Sound -Ma K
AltemateError Mat AMerlok" (optiqu i - Furor mat mated, non, ,A h. (3mn0 thick lmee Wrl over the subsom Fiam moping gmktats shag be a rum of 3/4 m. (19mn)
HACKER DNDUS MB DMC- FIRM -FILL SCM IM
Aft n ou Floor Alai M,ae ale - (Optional) -Floor ew material ram 1/4 kr T6ehen) tact IOMe laid Over the idNbor. Fit= topping rnadmess scar be a mud of 1 In. (2Smrn4
HACKER MWSTRMS INC- Type FIRM -Fill SCM 2SG, Quiet Quit 5%WS
AIMmeM Floor Mat Matw" - tOPtlomwl) - flow mat material none 31S in- fl0nen) then base Web Over Not ukfi m Floor toppling thickness shah be a min of 1-V4 in 02mer)
HACKER BOOM WC- FIRM -FILL SCM 4M Quiet Quit 60A40
Ah~e Flow Mat Fdatadels - 1pefeei - Fiery mat mwteda roan V4 in (19mm) thick loom fatl i retthr subtbw: How tgpPin9 thiduwxs sfxaR be a rtln of 2-1R n-(3arnn)
HACKER DIDUSTRIES INC - Type FIRM-013. SCM 750, Quill Quit 6S/075
Morel Laa (Opelona)- Far use With 3A in. (to man) kw mat Mg.-.k 3/M.n Warded start der and nest. 34 Vz/Vq yd plaiadover its Roo mat material. Hadar €low Primer a be appW poor to it* PbCarrrent of the areal htih Whet or tal lath is used, Qow tapping thickness a rem 1-JA Ie over the Occur mat
Fk'tbsh n mmii g - Ftow Toppng MFxbW-Min 3/4 in, Oickness Of Poi -topping mixare having a min Compressive suwgts rrf IIW Psi. M wwM 0" --A of 6,8 gal of water to ran bs of ftw topping mjxbre to 1.9 m ftof sand.
H"M 94MTMS DC -Form -Fir Gypsum Concrete. FMw FM 2010, FWwO3314 Firm -Fit 4010, Firm -Fill High Strergth,.GWSpan Radiant
System No. 6
oaktea System No. 7
SalMadng - Min IV32 im thick wood uructwa pmNs, man Wab ,C-0" w •Sheathini face pain of plywood or strength axis of puul to be pripenNculor toasts withjnkas st Wimir.
Vapar Barrier- (Opdonel)- ran- 0.030 in thick commed, asphalt saturated f,L
RnM Rwftg - MiTqping Mbhse" - kin 3/4 n. d icAnMs of floor topping mature twtkg a mho conpressive strength of Law pu Mhivre sf W ..,am of S to a ga of wester to 80 No, ofSO. topping nrenue, co ZI u• R of send.
ULTRA QUIET FLOORS - Typos UQF-A UQF-Sups Mind. UQF-Plus 2004
System No. $
SubBomdnq -Man 25132 in thick wood structural Panels, min grade "C-D` -'Sheathing'. taw grain of plywood m is shagtA axof panel to be perpendicular refuter; wethyouRs at499rwted.
Vapor Bandar- (Options) - Nom CLO30 in, thick anni-rd, asphalt saturated fell,
Fobb Flooding - Noon Topping M*k,W -Min 3/4 tiidhass of floortowingminor having a narin er cuOlPmsahe strength of 1500lad, Refer to marutatoe's Instructions accompanying the material for specific mix dinar.
MARK Nt C04P- Type Moxxon Standard and Mansion High Surnph
Flow Mo M.Wri&W - lopeorM - Rnw Iran mataui Bose ad over to subfl o
140700011 CORP-Type EMtpsk*ated Sound Met-
Via- "at alower-t - folithaver, - Rehr a manufacwnra kntnrttbrnrtegadkng iNMTwm tNduhess of Row tapping for use with sow mat reideecmm it.
Meal Loa -(ram -318 n expanded galanized seed damond Me* 3.4 asfsq yd loose W overfM floor mat material
Few Rdnbnommm- (OptMxL NO Shown) - 0.01S a "act PVC cowed Pwm mm fbesgkssmesht 039 ft/sq yd town Ind Over the floor mat eater,
System No. 9
Stabeatng- Min 15/32 h thick wood structural paves onto grade C-D w Sheathing. Feu grain of pywond Or strength ads of panel to be perpandkMa ropdsu with joints staggered
Vapor Bader-(Optona) Nam OMO In. thde camard,asphalt Mr ear d Wk,
Rdoh flashy -Now Tapping EWepea•- Lin 3M at thickness of Door tapping mature " a mriam avnpmrxvxstrogth ofasoo Psi. Refer to a fircehaw. Instructions aroaWsNi the nwtakl fwspecNk mTuw design.
FORMULATED MATERIALS Lit -Types FR-2S, FR-34 and SridAix
AltaraM Row UM MRtWW - (Opkiona8 Flan eM MWW OOrf" 2 -OS ram thKk boa tam sswr tw u bBow. floor topping tackreas s as be a minimum of 3A M
PDRWRAnD MATMBAU ULC-Types ML M2. M3. Mite, Duo, a3. and R2
System No. 10
SubRowV4- Min 1 by 6 in. T & G kanber f o&W diagm-^ to joinµ m ern 15/32 kk, thick phv;Wd m min 7/l6kLtrick Oriented strand board (OSB) word 011lt ai Parma ern Wade -C-D" w'Shmdow. Feu gram of plywood wurwhgtt axis of
Pawl to be perp¢md{uAar ajabsts wide joints staggered
feash Plowing -Minna ad FainRound' - Mi. 1/2in. thick supplied in rims ranging from 3 R by 4 it to 8 R by 12 It. Njoits to be staggered a min of 22 kL with adjacent Su 4kwjoints
HOMASOTE CO - Type 440.32 M ari and Fber 8oad
System No. 21
SuMloaig - Mer 15/32 et thick wood shudural pMiuk rein grade "C-V w •Sheathing•. Feu Wain of plywood or strength axis of peat to be perpendicular to joists wittjokds staggered
Vapor Border- (Optimal) - mom M030 in trier cwnmrrdal,rout saturated kit
fiddls Flooding - Noon Topping :suarev re' -Mir, I-1/2 ee omkinna of floor topping mixture having a rein comprsuwn strength of IWO psi and a can density of 100 pica or moves 5 pct Foam concanraM mated 401 by votutno with water and sepanded
at 10D psi through miate.Milan" Shag consist. of L1 a feet of Performed form concentrate to 94 the Type puntedmvao, 3M[fit of sand wit5-1/2.go ofowin.
ALMX INDUSTRIES - Floor Topping Mixture
System No. 12
Sehlkmd "-Min l5fl2 in thick. wood structural pans men grade -C-Er or -%ouUdg". Fan Wain of plywood w strerVithaxis of panel to be Perpendicular tojoists whhjdeRs staggered
Vapor Boma- (Option,) - Nam 0.030 In. thick commwcid asphak saturated felt
Finish Floating - Row Topping LtbMW - min 3/4 or l fit tickets Of SM lopping nature her 19/32 or 15/32 at thick wood structural panels ragnctvely, having a man comperanor strength of lobe pat. Re* M rnan faau w's iuttecdwo
arnampany"rg the insurer for spedfic ma, design.
ACO MATERIALS - Acat'rate types NaGen, Green, Pdmt, 8, M. And A%Pauc AxuRadaK RCOW.evei Was.G40 G50 aid $030.
AbWft%fiver Mae Masada'-f0prional - Floor eat mends eemna 2 -AS ha ntrucktome Lad over the w1NaM. How toppingshall be a Mks of.V4 in, or I in thickness of Boor topping mnabre for 19/32 or ISM fit thick wood shricofua panels
e W--ely.
ACG MATERIALS--Atta(firitttypes M, C40, OIL 041. D25, 0X3& EMIM. EK12W E1,42S4 D42W 64,375. EFA37K EM.750. and EM.7505.
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UL Product iQ-
JBXUV.U404
If DesgWSysterKm$VUCu0ri&S"o1y Usage Di oSirner
Auhariths Hawing Jurisdiction should be consulted in all caves As to the parricidM requirements covering the insfa9aton end use Of UL Certified products equkinartL system elewicros, andmatemi�.
• Authorities Having haisdianoe shoed be consulted before construction,
• Fire mwsta.Tan assemblies and products are developed by the &inn submater and have been investigated by Ut fax cwnpliance with applicable requirements. The published inkinturd rn cannot &Mays address sway construction nuance
encountered In the field.
• When Field issues aide, 4. is moor mended the first contact for ►ssistances be the t&dinical service staff provided by the product nwwfwturer noted for it* design. Users of lice resistance assemblies Am advised to consult The general Guide
Infnenetron for each product cote" and each grog of a useribtes The Guido Infonmtion includes specifics center ung alternate materials and alternate method, of Cmsbnxton
• Oady products which bear UL's Mark are considered Certified
BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States
BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada
w�_r,..dInformalnn far Fran-resffiBKRgatings- ANSAIL M twinned for uused out
s Gaining la*Mi6m kxF Rglagqt a•Irctm Certified IN QWVU
Bedon tdOW aid ABawaNe V,elz.__.
11 Design No. U404
SepMmber 27, 2019
Nonbearing Wag Rating --1 and 2 Hr (See Items 3 and 5)
11 Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employ(ng the UL or cUL Certification (such as Canada), respectively.
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V 2 Hr. Configuration B `"1
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2 Hr. Configuration G 1.1/
L Sad iinar and Ceiling Rurmes - (Not Show) -Channel shaped, 3-In in wide by 1-XA in deaq %Wit.Kad from min 20 MSG (0.0329 in, min bare metal thickness) galvanized steel Attached to four And ceiling with sine fasteners
spaced 24 in OC rhax.
2. Sind Stwi Channel shaped, fabricated from Men 20 MSG corrmion-proofted or gatv Steel 3-112 In ern width min 1-V2 in Ranges and 1/4 in, return spaced a mat of 16 in. OC. Studs friction -fit into tow and ceding ru rers• Smirk to be
cut 5/8 to 3/4 in. Wass than assembly height.
3. miew,emsvr- ewakmr Wmnw• - Ir'a n. ar Wit 1. Olilf..WmO ,adraay or rt rzo nw y arm armistice" cenleid one studs. mussed to sum and lUnnas with corrosion castrate, canNered ribbed wow head saeves with a mnkeUm
head dramater of.400 inch For nonbeadng system fastened to studs and bottom runners with the uppermost screws placed 1/2 in. to 2 in. below the bottom edge of the log Of the top rwnner. Horizontal jokes need not be backed by froadng.
z Fir system - Screws snap be min4-V4 eti big said spaced a max call In, OC, AS vortical join estaggsesd am stud: cavity Farm gypsum board wrticah Jones on the apposi a silo of studs. HoAro m el afgepirri'i and honYm+ta1 betptims net
opposite sidK of studs mad not be staggered. 24Hr Sloven - For the base layer n Configuration 8, the screws shambe min 1-3/4 in, king and spaced a max of 12 in. OC For the face layers, screws"be 1-WIR In. tong and spaced a friet Of a
in OC. AN face layer Jones offset min 12 en from undedyin9 hate layarjituats.. Joints in either layer need nor be staggered from joints on the opposite sick of ft wait
UNDER STATES GYPSUM Co -Type DCB
System No. 13
Sub6o tp-15/32 or 19/32m thick rood shuctural pansmke grade "C-o"ar'Sheathing•. race grain of pywoodwatregth aloof penek to be perpendicular tojoil, withjoids staggered.
Vapor BMYW- fOPBong -None 0.030.n. thick coraiwcW asphalt saturated fel,
t rtwWiel specs: mawUbM-314 a 1 in No., of floor topping mahim for 1*32 a IWQ in Mkb wood *wheat prat& respadise(y, poring a min amWoWn syatgth of 2100lay. Refer to marefectimes instr.aboiss
m�OWAV theSystem No.14
SuMoeMg- MM IWU in. *kit vr000 structural panets, min grak'C-D- or "Sheathing•. Face grain of Pyw¢od or strength axis of parnels to be perpandkWar To the jwsls withjoans staygived.
Wynn Batty-'olusOM)- Comnwrd,asph* sel used fell 0JW h thici:
V%P r &NOW-(OPhona0 - Note OANat thick conrnemai eotn-saird Malting paper,
toll Fla W - Mgt M inti itimssofaty Floor Topping Efirdi re been, the tit- Classification Makirg as to (tire Resistance. Sea Floor and. ROOF-TOPPling Militu es (CCO)0 Category for names of Classified Companies.
Flow Mae MaNdO •-(DptionaQ - NMn. 114 in thick lo0u laid user the subfioor. floor topping thickness shall be. mingirre of 3/4 h
KOM MIRDOOS PRODUMCO @FC- Type Quiet Quit SMS and Quiet Quit 55/025 N
Aktlno% Floor Mae Rlstaisk• (Optional) - Floor ma maeral Ntma 3M is thick loose, laid over the tublo, noortowing tdrk- shall bet moreover m 1 u,
KEENS BMDIMG NWOULTS CO WC -Type Quiet Quit 6Q" red Quiet Quit 60/6t0N
AkWnde Flow No haslok•'-(Opsio ei) - Flom mat mhaedad NOm 314 M thick Ioose laid own Net sub0oo,. ftao topping thickness mat be a ndnnunn of 1-3/2 et
KEENS BUXOM PRODUCTS OD DaC-Type Quiet Qurt6S,WS. Quiet Qud 65/075 N
AhaaMta Now MM YatwkW--(Optoroh - Flow met .0-41 Nom V8 n thick boa bid.Over the sublil --:Floor topping dwtloess thag be a minimum#3/4 In.
KKK SkOLMG PRODUCTS CO INC -Type Q K QrR 5=3 and Quiet OM S2/013N
A1M--W FEW lot MMMHek•-fOPOWA - Floor mat eutariel None, V4 a, Entangled net tort with a cnnhpreasibbe lark searched to the brans It- led Over the subflmr. Floor topping thickness shag be a minimum of 1 n.
IaNa SURODIB PRODUCES CO ANC -Qdrt Quit SS/M MT and Quiet Quit 55AI25 N MT
System No. is
lmlitllaaelrhg-eih 23)321n ttudu TBIa wend sructuy pares, nrkn grade -LrudetaymeraC w "Svgk-plotrr. Fare gran of plywoodcur ttewy tgdt orris of reekto-be pwpendtMffi atlw trues sswith all pants staggered 4 fLPanelsPas secured totrusVIMs iv
mnshru :lion adhesm and No.6d,mpd shank na& s pwW 12 rL OC along Bads toss. Stoo" Mveg spud wgreakr w&ZmwiiseW WWW MWWta SUWNA maybe substituted ill the 6d n»b
from Board' - One she OM of She et tttirni limit dlegs, isum bw4d. etsWtad vmWlr kmg d'vansion pmperathp8ar mink" Ci pt bond wend whh 3 kL sag NO.67ype W t head steel ecrews spaced 12 n. OC akin located a min of 1.3,2 bra
from side arid eldpoatL Tnejdeadthe gypRadt thnrd m to be staggered a minimum. of 12 hews kmm "joints ofshesubfbor,
GE MA,PACOW GYPSUM lL C-Type DS
Floor all MtdariW- Wan aitmnae to the sigki lays gypsum board} - fkWmat material loose lad over the subtksw.
MAKXON CORD -Type Encapsulated So rid: Mat.
eyp.am tloanM-8!m use waxnBear Mfg It McD Two layers of tam S/8 -thick, 4 hwide gypsum board, restated with Jong dimension po pendodar tojMn net top OFthis BOW Mat material. Gypsum board secumd to each other wine I in long No- 6
Type G W* head road SPacad 12 In. OC &a d located a ankh of I-1/2 in. None side and r d jinift ThhejOkms of the gypsum board Oft to be n8ggemdateiNMum of U other in between layers and from thejoints of the subRaor.
GWRS"AOM GYPSUM L LC -Type DS
System No. 16
SubfloMYg-MI, W32 In thidcwood strucau, parhek, ,We grade -C-D- w'Shord ing". Fare grain of Plywood or straga auk of panel to be PapandkUW topwsts with joints staggered.
VaperftnW-(Optanti- Non 0D30 In. thick corwar crai.AsptWt saturated Fmk
Nish VAo g-Roar Teppbg WKhi "- Mn 3At or I n thiduars of flow topping infxtum for ISV32 or ISM it, thick wood sm panels -WKtwdj,fishing a min oxxmprKdve strength of 1000. Pat Refer to manutednr's inr,_-Iions
acconpo ylog the material far specific mix demos
OF.►►e1DAA M LLC-GA. M3A GSL KZJ5, G514,SD andGSL RH
floor Mat itarYk'-(Optiona4 - Non 1/4 re tick loose bid ever the sWn6otr. Hear topping thickness that 1). a minaNum of 3A k
gadA BURMW PRODUCTS CODK- Type Quiet Qud SSA25and Quiet Qud 55/025 N
Alternate Floor Mat MaterWW-(Op$wM - Floor Mg material Nom. V8in mica hose laid over to cobbh)or. flow Lopping Thickness aaK be a rnaduumon of 3 an
KOM BUXOM PRODUCES CD INC - Typo Quiet Quilt 60" and Out" Quit 64"N
ANOTAM Filter MM MitoW-(OptrAtd) - Floor mat material Nam V4 in thick loose laid over the suMow. Floor topping thickness sag be a -,,I m of 1-1/2 in.
KM M OU&MG PRODUCTS. CO INC-TYPE QNWt Quit 6"75, Quiet. Quit 65A75N
AhWO M Flow MM Mat~ - (COMES - FbM min Material Mont !A in. tuck loose aid rnVr the subilar Floor topping fhidowo that be a o n ii k" d 3/4 In
MM MaMi6 PRODUCES CO INC-Type Quiet Quit 521M and Quist Quill 521013 N
Alternate Fbar "We WWid[•-MptioW)- floor met material Nora 114 in, enaigh d fin core with a compressible look attached to the bottom loos laid own the sub0ow. Flow topping ihicknhasa tag be a minimum of I in.
KIUJUE. BUXOM PRODUCTS CO INC- Quiet Quit SWWS ML and Quiet Quit ssms N Mr
System No.17
Subr000tMy-ABn ISM in, thick pyvrnod or 7/16 In. thick oriented strand board (OSS) wood structural panes, min Bade "C-D' or "Sbeatung". Face grain of plywood or strength axis of panels to be perpendicular to the joists with
joints staggered:
Wd slid PardtkR FE ,i BE and Mae eciBsa - Sound BafhMr topdo"Q -Acoustic Sbeper pads stapled to the top of the sublia" and centered chin joists. Acoustic Shaper pads ore to be spaced appropriately so tat the finish
floor panels are tattered trough Acoustic Sleeper pads to Be joist
SFC ANO*FWPAtALPRWUCPS LLC ODA SBCSOMO CMMM-Acoustic Simper
FML,h Haar"- Mini 19/32 I, it** waadstructural mrala, men grade "Underaymone or'S OI&-Fh x,r-. Fm'm weir of MI .......nn.n+,ris --er n - n..r,.,,,a,+a.+;M- -J- - -.:,r- y..,-... suave,- avu j.... or "a ,_r tart
OPum Or Oli fng SUMO with any UL Ulse thed ixuae or sreant joined under - Fr4 Void or Cavity MMWWW (XHH W).
System No. Is
Subfooring - Min 19/32in thick woad structural pandit, nun grade `C-D" o'Sheattwvi; ..Face gran of plywood Or strength axis of panel to be Peroendiadarto joists with joints staggered.
Finish Flooring - Raor Topping AMxbew - Min L in. thickness of floor topping mixture having a min compressive strwgdh Of 45M Psi. Refer to "OnufacbAme3 kKmxtiaH accompanying the matenal for specific ma design
SD(A DAnSORAND GMH-Type SCH01i AP Rep id Pbs
i. Kato and BhmkM* - Min 3 in, thick miard wool insulation betts, InViOn-0h*d bMweenstuds.
BIbUSTMa OKUUI MGROUPL LC-TypoSAFI
JOHW MM1VRta-Tyre SAFE
MCKNI'M-Type AF8, min, deruiy 18 pd/ AS kglm'I
THOWANOW VIC-Type SAFE, SAFE FF
5. Gypwa Routs - 5/8In. thick wAdh stature Our tapered edges, VOwd vocally m horizontally with vertical joins, centered Over studs. Hor¢mtaljWrrs need tat be exited b/ framing. Fastened with Type 5-12 screws. 144r system - For
Wool! applicROM fastened to studs and rumors with 1 in, long. crews: spaced mesa 8 in. OC a vertical edges and spaced max 12 in OC in the field. fax horizontal oppRretEM fastened to studs and writers with 2 in long screws spaced max 8.
In. OC YMkadjoblis suggered ore surd cavity from cement board vertW joins m opposite side of Aids. HoozorMel edgejohnis and ha tmntal bubjoints an oppesita sides ofstwls mad" be staggered. 2-Hr Systam -Base layer with an
overlying gypsum board face days, fastened wit 1 in sag screws spaced most 16 in. OC to studs and minutes. Base layer with an overlying cement board fare layer, fastened with I in. img razed; spaced Max 12 in. OC to studs andtunners. Face
to m s fattened with 2-SA n, fang staters spaced dax 26 I.. OC to suds and runnas with screws o0sa 81n from face layer screws Face byerjogus ofus: min 12 in. from base bi+erjOixs'Joints in either
On thB OppoaM side of the we& When used n widt is other Than 48 n., gyrpsum Parrett to be installed toaiy iamta. blear named mot be staggered hoex;dms
CGC MIX -Types AR,SU-AR IP-Xl.SiIC-A4 SCX Sf0(. SOL UIX USGXX VIRC mWRX Bawl tape and compound, lWm 6 and 7, Optimal for use van Type US64
UNITED STAMGYPSUM qO-Type AR, C. FM-G, WAR, IP4u, iP-X2, IPC-AFC SSCX SrM VUK, LRX, VVM Wex USGX floret we and compound Remt 6 and 7, aprons) for use with Type.U5GXj.
U6G*MAL ORt'W^U SFZ LLC - Types C SOX SGXUS" point tape and<mpomxtd, Men, a and y, opbor l io ure with Type USG),
USG UMM SA DE C V-Typts AR C, IP Nor, Vi JP-X2, NC.-AASCX SM uuX MCN WRC, vM (foam tape and mnPowtd, ltam6 all 7, opdena for hue with Type USGO,
SA Gypagn Bond'- (At art WWTIde to Hem 5 may be used as the base Oyer on one or both sides of wait Forthree 5M&&mmt wd1@ - Nom 519 in, thick bad basked gypwan panels with beveled square or tapered edges, applied veni *.
Von" joss centered over studs all staggered ink 1 stud cavity an opposite skies of studs Wallboard seared to studs wibnl-1/4 in log Type S-12 steel stews spaced 8In OC at. perimeter aid 12 in OC n the field.
RAY -BAR OdMO t46 CORP - Type RB-LOG
S& Gypmm Bwrd•- [Man alt&rwfttomwn 5 may beuse" ^ti- base Ayer on one or both sidesof waR For direct attadVmwt oNy). Nomnai SAin. thick Wad backed gypsum panels with beveled squae or tarred edges applied
MVtkaOy. VWbCW iOMU cenawd mar scads and staggered m .:aviy on opposite sides of studs. Waaboad secured to studs with 1-1/4 in. long Type S-12 (m P6 by 1414 M for "lead fine drRkr) steel screws spaced 8 n. OC at
Pollinator and 12 an. OC n the field.
MEW N/GLAND LUD BIURPWSGOR ONC: DIA MG= -Nora
SC Oypsum eaaed"- (As Ave thaate W turn 5) For Orrect Application to Studs City- For use as rho base layer Or as the face iaya. Nam WS im thick lead backed gypsum park with lamrolod, square or tap" edges, applied vertically.
Vertical Jokes Ordered Over studs and staggered ern L stud uvrty an opposite sides of studs. Wallboard secured to studs ,hap 1-5/9 in. fang Type S-32 steel screen spaced 8 M OC at pe ifneter and 12 in OC in the field when applied as the base
layer. Whan Applied asthe face Byer screw higth to be increased to 2-V7 n lead )sateen drips required behind vertical joints of lard treated gypsum waW4oad and optioned at ne nsiog stud to ajt s Lead hatter strips men 2 e1 wide, max
10 it tag with a max tieconets of 0140 lit placed on the face of studs and attached to the stud with two I in. ksg Type S-9 pan head steel screws, are at the top Of the Strip and one at the bottom of the strip. Lead discs, max W16In dam by
max 0140 in thick compression Hued wadhered over the sorere heads. Lead batten strips And nKscs to have purity of S%S%meeting the Fed" specification QQ-L-201E Graces "8. C orD'- Faster as for fact um nets em $)
when Installed near Wad bodied board to be min 2-1/2 in hYar 9Yfs !% Bt
MAYOODNDHSUMI K-Type%-Rey Sfuekded.Gyrpsum
SD. GYVMM Bawd•- ((As an RWMW 30ham 5 may be used as the base toyer on one or both si at of wait for direct Matciunett onyl) For Owed Application to Studs Only- Flom SM in. thick lead backed gypsum panels with beveled, square
or tapered edger, applied watically Vatic ljpbuts msnered over, saidsaM stggered ern I stud cant' on OppositeMdes of Verdi Wallboard Seared to said; with 1-1/4 in. fog Type 5-i2 send screws spaced 8 in. OC at perimeter and 12 In. OC
In The field. Lead taften sty, unit 2 inwitle mac 8 it long with a max thickness of 0.14 bra. placed on the (ace of studs and atterhed to the stud with construction adhesive and two 1 In. long Type S-12 pan hard tied screws. oa at the top of
to skip end tins at the bottom of the strip. Lead ofism norr" 3/8 in. dam by max O6B5 inn thck. Compression fdMd our adhsredovef the screw heads. Lead balm strips and discs to have a purity of 99.9%meetrny the Federal speriiicauc rt
QQ-L-20111, Grade 'C", Fastsnac for face layer gypseth pans there 5) when aasaleai over Lind backed board to be min 2-3.12 in. Type 5-12 bugle head fled.
RADUTAM MPTNCMW PRODUCTS BIC-Type RPP - lead tried Or eall
6, Joints- Covered with glass fiber mesh tape and latex modified PMtaxd cement mortar tr basemal M Type I orgxic Ad hesive-
7. Jolab- Wpah Uttered edge gypsurn hoard is tare, has layerpoirm awati d with Joint compound amt Popes tape. As an alornato, gypsum veneer plaster may be applied W the amine surface of Cassified verneer baseboard with joints
reinforced. When square -edge gypsum boardisused, fragment ofjants Is optional.
& Vapor Ratadw, wars $WrkrerN ardow *Odeon Border - (Optional -riot shown) - As required.
9. Lead Boaait.Strips -(Non Shown For use VAth Item SA) - Lead batten strips, Bryn I-1/2 in. wee. max 10 it long with a max thickness of 0.12S In Stsipspaced on the interior face of studs and attached from ere exterior face of the stud with
two 3 In. bang Type S42 pan head steel screw. one at the top of the strip and one at the bottom of the strip, lead batten strips W have a putty of99.9%meetig the Federal specification, QQ-L-201( Grade 'C'. Land batten strips requited
behind vertical Joints of Wad backed gypsum wallboard (Rem SP.) and Optimal at femauting stud orations Required behind ve dicaljoints.
9A Lead aM- Strips -(Nov Shawm, for use with gam 50 Lead batten strips, 2 in. wide, ma W it long with a over rhidmess of.0140 in Strips paced On the face of studs and watched W the stud when two man 1 In- long man. Type S-8 par
headated sews, am at the top of the strip and ale at the bottom of the strip or with one min. 1 In. Ong ern. Type S-8 pan head steel screw at the top of the sbbp: Load batten ships to base a purity of 99.5% meerng the Federal specification
QCIA-201E Grades `S. C or Cr. toad Jarrell Mips required behind vertical joints of Wad backed gypsum wallboard Beam 5) and Optional at rwmaining abed locations.
IA lead Ohm subs- Oki Shown. For use With here SA) - Used in Stu of or in addition to the Wad babae strips Beam 9) Or optional in oche locarbom - Max 3/4 in. don by moht0125 in. tick Wad discs compression fitted or adheed over
steel screw heads or max 1r2 in. by 1-114 In. by new 0,125 in. Tien Wad tabs placed an gypsum boards fitem 5A) underneath screw locations Fehr to the installation of The screws. Lead discs or tabs to have a purity of99.9% meetng the Federal
spatikawn QQ+-2(7111 Graft 'C7.
10A Led Dines- BNot Shown, for us ry itrRem 50, Max 5/16 in, than by now 0.1,40 in. thidi Wad discs compression filed or adhered Over steel screw hinds Load discs to have a purity of 995% rnoeang the federal Specification QQ-L-2011,
Grades " ll < w D'-
I3. load Ratom fir- (Not Shovak For Use VNtwRen Sift Lead batten ships, 2 en wife- max 10 it long with a new tihiUnaxuf 0142 Jr. Ships placed on the face of studs and angered to the stud with two min I in. king min. Type S-8 pan
head sod stews one at the top of the strip and man the boom of the strip or with one mr,Iin. king min, Type 5.9pat trod steel screw a the top of the strip. Irad been slep,sw have a ptary of 99.9% meeting to Federal speciRcanm
QQ-L-2B1E Grade'C'. Lead batten Mips required behind vertfcaijonts of lead backed gypsum waME wd Orem 58) And optimal at mntirting stud kca6txts.
12, Led Tab -(Not Snow,, For Use Web Item SB) 2 rim, wade, 5 ah. long with a max thickness of 0.142 in Tabs friction -fit around front face ofstud, the sfiq flied back Bingo, and thebad face of the stud. Tabs required at each location
wham a screw Omasetcums to gypsum boards, Item SIN) will penetrate to steel stud. Load: tabs to have a purity of 919%meeting the Federal specification QQ-L-201L Grade 'C% Lead tabs may to tied In place with standard adnosrm t ept if
necessary.
w lindiretes such products shall boar the UL or cUL certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),
respecuveiy-
I&Aj/RtldtKsi on 2019.09.27
The approrrna of a mxapo y'sneee or FraWetntiWdisteduar, does not in itself awre that products to Identified hr beau maaekcuaed wdw Ul:s Follow -Up Strike. Only dose products tmaang de UL hark sfmud be ccntitlaed to be Ceitakd and covered ;:nder
w3 FoW,w-Up Samke. Above look far do Wan on the Prooxc
UL permm UM repmaraiwhof ne OWWW CWOU*dn the Ovine Certification Directory subject to the following cordiuo s, L The Guide Information, Amenities, ComboRimt, Designs, Systats avUor Ceni is amu (ties) must be presented in Their Witter, and me mm-
mitlaOYg nsann, against try mempulardent of the data for drawings). 2- The sataruM •Reptinteo from the Od Cend catkrrs Dietary with penrusson from U.- nruuappea agatam to tea traced material. n addition, to rapnrtud mat" neon inclu3e a copyright
-6. se the following Where -0202D UL Lit-
System No.19
Finish Flooring -1S/32 or 19/32 in. thick wood structural panels, min, grade'C-D" or `She dung". Face grain of PMWOOd or strength axis of panels to be perpendicutartopoists with joints staggered
Vapur i&Mriar-(Optimal) - ComOarbel asphalt saturated felt OZ30 in. thick
Vapor Barrier- (Optional) - Nom 0,010 in. thick commeacial rosin -sold building paper.
Finish Flowing - Floor Topping Mbtbme•- Min 314 in. thickness of any Floor Topping Mixture bearing the UL Classification Madding as to Fire Resistance. See Floor- and Roof -Towing Manures (CCO)q category for names of
Classified Companies.
Flow' Mat Matafals• - (0pmrta4 Not S(awn) - Floor mat matadd loose Paid over the sublime, Refer to manufacturers imbu tforts regarding the minimum thickness of Am topping over each floor mat material.
LOW at SONAR DNC- Enkasor iclC by Coffimd a. -,it- of Me Low & Sonar group Typos 125, 25% 25e.low, 40Q 4be Feel, 75Q and 750 Plus
A- lot ReirIFOftMn6nt - (Option) - Refer to manufacturers im1ructions regarding minimum thidumss of flow topping for use with Roo mat renlorcemahL
Metal lath -(Optional)- Expanded steel diamond mesh, ZS th / sq ydtotes laid mer floor min material.
Fiberglass Meeh Reiwfarcwu"t- (OptiOfra) - Coated non -woven glass fiber mesh grid loose laid over floor mat material.
2. Flooring Fastemre- (Not Shown) -The stbflooring (lust layer) Of each floor system and finish flooring of System No. 1 are to be fastened to the sled jests with Type S22 by 35/16 at long seK-dn7ing, pilot paint, steel screw,;.
The screws axe to be spaced 6 in. OC around the perimeter of the floor and at a8 end (butt) joints of the panels. Spacing in the field ro be 10 in. OC For flooring System No. 2, the fmish flooring is to be fastened to the subflooing with
Type S12 by 2 in. long steel wawa spaced 6 in. OC around the Perimeter of the too, and at all ad (butt) joints of the finish flowing panels, Spacing in the Odd to be 10 in. OC with noun of screws spaced 16 in. OC
I Structural Sind Memdw - Mn WE x 1S vide flange store( been,
4- SMel Jokes- The joists are chancel -shaped, min 7 in, deep w#h min 1-5/9 in. wide flanges and W in. king stiffening flanges Tbepists are fabricated from min No. 18 M5G gaily steel. Min yield strength of steel is either 33.000 or
40.000 psi with corresponding max wodwg stress of 20.000 and 24,000 psi. Joists spaced mar 24 in. OC. Atjoist splices beefing on supports, joints are overlapped a min of 3 in VYMn c&W" mntper (Rain 8) is used, mid joist depth
Is 14In.
5, Jobs! SWfoaam -(Riot Shown) - Channel -shaped Stiffeners, made from min No. 18 MSG gas steel, Stif6eetms are (,13/16 in long, .3-1/2 in, deep with 1-5/8 in flanges and 1/2 in stiffening flanges. The joist stsdfenars are used m a8
hearing locations of the jists
6..Jobt Bsidgbsg- (Not Shown) - Installed Immediately dxerjoetts are erected and before construction foal arc applied, The hntagirg cons" of joist section cut to length and placed between outer wpPods, adjacent to op&wlgs
mid at m(d-spat with 8 IT OC max spacing, Bridging channels are screw-ada ched at each end to joist webs using angle raps, V-bracing of i-IM in by 20-gall galvanized start it saes-atmdhad to b o;tionn in Range between bridging
clumnek
6A. Horizontal Joist Bridging - Used in thou of aeon 6 in same joist bay as ceiling damper Btem a), when ceiling damper is employed. Joist section mast to length all secured to joists above bottom fanged with Type $12 screws and I-
112 by 1.1/2 en No. 18 MSG gahk steel agkx
7. Baaee Cage- The cage used to wppmt the gypsum board beam Protection is fabricated from No. 24 MSG edectrogahaniad sled angle with 7/8 by 1-319 In. legs and No..2S MSG, ekeYrogalvanized steel channel studs, 2-1/2 in.
vride wide 1 n, Angles era fastened ro the ate, joisu usig 1f2 in. pan head steel sneer mate) screw(.
8. Ceiling DRAW -(Optional) - Marc none area shag be 198 sq in Max rectangular size shall be 12 in, wide by 16.1/2 in, long. Max height of damper shelf be 83/4 in. Aggregate damper openings shall not exceed 99 sq en per too
eq ft of telling area Damper installed In .-darto with the manufacturers installation instructions provided with the darryxr. A steel gr& Btenr 13) shalt be installed in accordance *0 Installation IstruCTiorts
RUSIOMfQMPAHY- MOW fFD7
9. Coiling thernpor Support --(Not Shown) - Provided with ceiling damper. Support waited to ceiling damper and stoaljoists inaccordance with Installation instructions provided with ceifi g damps
10. Gypsum Board•- For Ceiling - Two layers of 12 in thick gypsum board installed with long dimensions prxpernckula to joists, Base Wyw attached to sted joists using 1 in foci Type S12 bugle head steel screws spaced 8 in. OC
along butt joints and 12In OC In held along the joists. Sur joints to occur beneath joists with screws located 112 in. for the but joints. Outer layer attached to assembly " 1-112 In. king, Type G bugle head Steel Screws spaced 8 in.
OC 41MV Wit Joints ed -tell 1-5/1 in, long. Type 512 bugle head a" screws spaced 12 In OC in the field along the joists. Butt Joints of outer layer to occur between joists tenth screws located V4 in from the butt joints. Edge joints to
be staggered between layers. For Raw - Two byes of 112 in thick gypsum based tastMed to beam cage. Irma layer seared using I in. fang, Type S12 bugle head start screws spaced 12 in OC and ours layer faster ad to cage using
1-54In Kong, Type S12 bugle head steel screws spaced 12 in OC. Joints are to be staggered bit~ layers.
AMOtirAN GYPSUM CO -Type AG{
CAMr MAMBhACnXMt6 ULC -Type C
CWAWfMD6r "INK-TypeC
COC INC - Type C, dP-XJ
CONTM' MTAL BUXOM PRODUCTS OPERATING CO, L L C -Type LGFC{/A
GEORGiA-PAC%it GYPSUM L L C -Types 5, OAK TG-C
NATIONAL GYPSUM CO -Types eXP-C, FSK-C. FSW-C
PASCO MNLDDNG PRODUCES L L C. ODA PABCO GYPSUM - Type PG C
PAMKAFV S A- Type PRC
THAI GYPSUM PRODUCTS li - Type C
THE SEAM GYPSUM V MSiRY(SOMGKHU) CO - Type C
UNITED STATES GYPSUM CO -Type C, D-X2
USG MOM DRYWALL SET LLC - Type C
USG RADOM 5 A OF C V -Types; 1p-X2
IOA Gypawn 11100W - (Not Shown)- As an a wrate to Tent 1Z Two layers of nom 512 in, thick by 48 in, wade gypsum board installed as deudbed in Item 10.
DEC thic- Type tAr x
UNITED STATES GYPSUM CO -Type VLIK