HomeMy WebLinkAbout6520 Fort King RdI
6
BY
r
�
o
o
—
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSES !INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR DELAY TO THE CONSTRUCTION
�T)
S"Xlh" STACK BLOCK FROM TOP OF EXISTING
SLAB TO BOTTOM OF STEEL FRAME WITH 2"
CONCRETE CAP ON TOP OF BLOCK,
SEE DETAIL
36' O" 36' O"
MODULAR FLOOR PLAN 1/411 = I 011
up, O" 36' O°
FOUNDATION PLAN 1/411 _ 11 OII
®
HOME PRIDE EARTH ANCHOR WITH 3/4"
SHAFT 36' LONG AND SINGLE 6' DISC
AND DOUBLE FASTENING AND TENSION
HEAD
®
HOME PRIDE ANCHOR HEAD WITH DOUBLE
TENSION HEAD AND EXPANSION TYPE BOLT
SOME MODULAR BUILDING STRAPS HAVE BEEN
REMOVED FROM LOCATIONS SHOWN. NEW STRAPS
CAN BE ADDED BY WRAPPING STRAP AROUND
STEEL FRAME AND CONNECT TO ANCHORS
w
d
N
a
Please be advised this review of plans submitted is a
OW try 1019w bassist the contracbt in compliance with
appiir"tble W* code& This review is not intended
b be & 6W approval o1Mt WWnkled per, tt is the
=*8QWs sole n! !F 0 - e to ensure that Me plates are
eortlip6mle eon>prra A6* wb #*pCcable NFPA codes a, J
kxW ordirtartoee. h the that further mm*m ion r
she Inspedi0rl reYrt>� aru iron-complia m, it shal'
the contracior'a sole remp"'Ammly, at then sole eXpensf
brirmQ thoee area in cornpbu. The Cky asmc-,.
r+esp"iblMl l0r the contrUWS failure b be in oorTI, I; I.-e
wilt d NFICIbIl NFPA Codes and bug ordbances.
'i'.. hMrl i'EL PLAN( BEEN R : i sE,V
4'y ZEPH
`)Ate-
er_
REVIEW DATE /� 74,0 16
CITY OF ZEPHYRHILLS
PLANS EXAMINER
AT T
RE 'Al
CODE, NATIOti'i!.
I HEREST CERTIFY THAT I HAVE REVIEWED THE ATTACHED
DESIGNS AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER
16, SECTION 1609 OF THE R ORIDA BUILDING CODE FOR Im MPH
(3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE
ENTIRE 2001 FLORIDA BUILDING CODE AND ALL 2009 SUPPLEMENTS
_-___ + 1,q l c v
T. HANSON P.E. LICENSE NO. 38654
P.O. COX 1129, DADE CITY, FL 33526
�y
Z
Z�NNO
Z4�MQ
ymQW�
W O c+�
-
�OCb
O
rev
y � H
pNZ W
�'s Wy
O
z
z -zo
N z z T Z
V/
'Q d "o�
Q
• U F
a
0
O
z'
ID
Q Q
,u Q
QC u-
W_
O �
� N
ru
Q Q
O�
OF Z
0)I nil
REMOVE OVER HANGS AT EACH END
OF BUILDING WHERE CONNECTION IS
TO BE
CONNECT BUILDINGS TIGHT AT ROOF LOCATION
AND COVER ROOF CONNECTION WITH 24" GALV
FLASHING OVER TOP OF METAL ROOF WITH
SILICONE CAULK. SCREW WITH *IOX 3/4" SMS
WITH NEO WASHERS 3" OC AT EACH SIDE
I III I °
I III I
I III I °
I III I
I IH I
° I III I o
I III I
I IH I
1 III I
o --lfa HI F1r---°
IX
I XI
II III II °
o II III II o
II III II
° H-H °
o II III II o
II III II
EXTERIOR WOOD
END
° It III II °
o II 111 II o
° °
EXTERIOR WOOD END
WALL OF MODULAR
ii ni ii
II HI II
° °
WALL OF MODULAR
CUT OPENINGS IN WALLS AND CASE
II III II
II III II °
I
WITH 3/4" A.C. PLYWOOD AND CASINGS
o
ON EACH SIDE, NO ROOF LOAD ON
II III u °
END WALLS
II nI II
o II III II °
III II
MODULAR #1
°r 11 III II °
° °
-
MODULAR *2
o II III II o
II III II
°
�y
CONNECT BUILDINGS TIGHT AT SIDE WALL
II III II
LOCATION AND COVER CONNECTION WITH
o II III II o
24" GALV FLASHING OVER TOP OF METAL
0" III II
SIDINGS WITH SILICONE CAULK. SCREW WITH
° ii iii ii o
*IOX 3/4" SMS WITH NEO WASHERS 3" OC
AT EACH SIDE.
II III II
° II III II °
o II III II o
° 11 III II °
°I><
I><k°
STEEL MAIN I BEAM
STEEL MAIN I BEAM
w
d
EXISTING CONCRETE
EXISTING CONCRETE
5UILDING CONNECTION DETAIL
811XI(o" STACK BLOCK FROM TOP OF EXISTING
SLAB TO BOTTOM OF STEEL FRAME WITH 2"
CONCRETE CAP ON TOP OF BLOCK,
I
SIDE VIEW
PIER DETAIL SECTION �4)
N,T,S,
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT tN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR DELAY TO THE CONSTRUCTION
N, T. S,
SOME MODULAR BUILDING STRAPS HAVE BEEN
REMOVED FROM LOCATIONS SHOWN. NEW STRAPS
CAN BE ADDED BY WRAPPING STRAP AROUND
STEEL FRAME AND CONNECT TO ANCHORS
-IEAD WITH DOUBLE
TENSION HEAD AND EXPANSION TYPE BOLT
Single Disc
Anchors
Earth anchor with disc and double fastening and
tensioning head.
VON 61' Disc
0120000 48" L, 5/8" Shaft;
0120003 48" L, 3/4" Shaft;
0120001 36" L, 3/4" Shaft:
With D" Disc
0120020 60" L, 3/4" Shaft; Each
Galvanized Single Disc (R)
'0
0120400 48" L, 5/8" Shaft Galv., +.
0120401 48" L, 3/4" Shaft Galv.,
0120402 60" L, 3/4 Shaft Galv..
0120003
AncherNeadWith
f
agBoll
y
f
0120009 2-Pc. Unit;
0121009 Galvanized,"J t
Double tensioning device for use on dry concrete
or existing concrete slabs.
y
4"X1(o"X16" CONCRETE BASE PAD WITH
411X16"XI(o" PAD TO BE BELOW 8"XI&" STACK BLOCK FROM TOP OF
GRADE MINIMUM 8" ON SOLID PAD TO BOTTOM OF STEEL FRAME WITH
COMPACT SOIL. 21' CONCRETE CAP ON TOP OF BLOCK,
EXISTING GRASS AREA
HOME PRIDE EARTH ANCHOR WITH
3/4" SHAFT 3611 LONG AND SINGLE
roll DISC AND DOUBLE FASTENING
AND TENSION HEAD
W
.Q
}
STEEL MAIN I BEAM
EXISTING GRASS AREA
SIDE VIEW
FIER DETAIL. SECTION
N,T,S,
I HEREBY CERTIFY THAT I NAVE REVIEWED THE ATTACHED
DESIGNS AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER
16, SECTION 160E OF THE FLORIDA BUILDING CODE FOR 120 MPH
(3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE
ENTIRE 2001 FLORIDA BUILDING CODE AND ALL 200E SUPPLEMENTS
T.L. HANSON P.E. LICENSE NO. 38684
P.O. BOX 1128, DADE CITY, FL 33826
�y
Z
W
f
y C
wa00� M
,
Zi�NZ
14
CA
0
U)
m
U 0)
z % s�Z
cA c� z z �° T z
zw �r(�
W
0 a�
2
a�
O zZ
N W
o
4 u�
0
0
W
O
3
0
al �
O
z
m
Q 0
lU (A
O �
n LL
0-.
W
(- O 3:
to %0 N
ru
Z
Aa
FG
2OF2
E�c\e"T \N�
I
�I
z
U C
U
N
U
o
�
/
z
QQ
o
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/ J
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/ ` V
Please -;' . ed this review of plans si �-it!,,ri is a
dlrsor)r revit,,w ;,; asSist the contractor in compliance-A,,i'h
tare ,311* codes. This review not intended
proval of the submitted plans. it
contrac,, 7 vor., ' i ensure that the plans die ii
comp►, r: ,,;iance w,tf, apji '' and
local o� as. In the event that iurtt:
site insc renals areas of non-compiianc it s, a,
the cot Ys bole responsibility, at their sole expense tc
bring a arM in compliance. The City assumes no
responsi �i ity fords contractors fedora to be in compliance
with all applicable NFPA Codes and local ordinarteea.
�tJ), mrrtE� PLANS) AV BEEN lit "VIEW' f-
BY ZEPHY'RMILLS �Sl-IAU E
REVIEW DATE
CITY OF ZEPHYRHILLS
I-U
PLANS EXAMlNEF?__
�
U
O
0
J-1
90', Irbfit :r
M ad CA SXW a"KA-Allf1w m lw V.,
�yy. . bib aabo,") APIV
I
GENERAL N 0 TC S: FLF<!D,4 11001 FBC
1 HANDICAP ACCESS 'O E3Uil_`,it,i; IS DFSIGNFD AND FIELD BUILT BY OTI-ERS AND
S(;BJECT TO L0C AL JUR6DIC WN
2 ALL DOORS SHA.t-L BE OPENA,B[E FROM THE: EGRESS SIDE WITHOUT TH- USE OF A
KEY, TOOL. SPECIAL I<NO'WI_E:DGF OR FFFORT MANUALI-`r OPERATED FLUSH BOLTS
OR SURFACE BOLTS SHALL NOT BE USFF:.
3 ALL GLAZING WIT�IIt: 4. 24 !NCH ARC OF DOORS, WHOSE BOTTOM EDGE IS LESS THAN
60 INCHES .48()'VT )HI: FLf1C1,R. LND ALL GLAZING IN DOORS SHALL BE SAFETY,
TEMPERED OR A(7RY'LW,' SHEET
4 FL OOP DESK:N OVI:: i_OLE, - 100 PSF : GRRiDt: RS. LOBB'r, 40 PSF ELSEWHERE
5 MAXIMUM WIN[`PFFG - 130 MPH
6 SEISMIC PLRF�IRI,,4AN'i_ 74TAGORY a
7 OCCUPANCY I`t{;I-.�: Tt!J^jot
8. OCCUPANT 104111 PaSEI% E_,N 1 PE_R`_GI`j rER 35 SQUARE FEET OF FLOOR AREA FOR EGRESS
OCCUPANT A,^ i`; F;AciEO ON A':^• 4ai F i:,t-ILY ATTtNDA.NC'E FOR PLUMBING FACILITIES
9 ALL 51i EL I 'L _ = I:KENCED tJ _ )I R A,N SHALL BE 1.5 INCH 30 GA. WITH
(7)- 16 GA x ?; +, :-NCI-1 '_RGAT�' < I ;tv,CH PENETRATION STAPLES EACH END OF STRAP
(OR E('3UIVA: _t NT) �= >>�' fzlLi(,E BE_�`,M TO CC-L+JMN AND i.:OLOMN TO FLOOR.
10, POR IABI E, f lint. `^_i:i•iG+..l:`1HER(`;i P° R N F P A. -IG INSTALLED BY OTHERS ON
SITE, AND SI;P ` T 1r LOCAL jLIRiSD!I: LION
11 MINIMUM
12. MINIMUM CO~R L'.:)P fNIS�' (_L ,� Q.S A i' YPSLIM)
13 NOTE THi:i Exil.':N:, '-,TRt,ICTORE :', BEING MC% ) iNTC) OR WITHIN A COUNTY OR MUNICIPALITY,
AND 15 NOT RE-00iRED TO BE BF<7LGHT INTO COMPLIANCE WITH THE STATE MINIMUM BUILDING CODE
AS IT IS STRUCT(IRAL-L.';' SOUND AN;_) OCCUPIABLE FOR IT'S INTENDED USE.
E�E�:T ' c �_ r",!I;.�� �E �;EC ���F)A70
1 ALL CIRCLAIS AND E.OUIPMENT SHALL BE GROUNDED IN ACCORDANCE W+TH THE
APPROPRIATE ARTICLES OF THE N4 TiONAL ELECTRIC CODF (N E C.).
2 WHEN LIGHT FIXTURES ARE INSTAiLED IN CLOSETS, ILIE) SHALL BE SURFACE
MOUNTED OR PECESSED. tN1CAN{)ES:,E.NT FIXTURES SHALL HAVE COMPLETELY
ENCLOSED LAMPS SURFACE M01iNTED iNCANDESCENi FIXTURES SHALL HAVE
A MINIMUM CLI ARANCE OF 12 INCHES AND ALL OTHER FIXTURES SHAD HAVE
A MINIMUM CLEARANCE OF 6 INCHES FROM "STORAGE AREA" AS DEFINED BY
N.E C 410-8(o
3. WHEN WATER HEATERS ARE iNSTALLED THFY SHALL BE PROVIDED WITH READILY
ACCESSIBLE CdSCONNEC75 A JAC[t1T TO THE WATER HEATER(S) SERVEC) THE
BRANCH i!R(.JIT SWITCH OR CIRCUIT BREAKER SHALL BE PERMITTED T; SERVE
AS THE DISC'ONNECTIN(- MLAN OtJI_Y WHERE= THE SW11CH OR CIRCUIT BREAKER
IS WITHIN {,ICH1 FROM THE WATER HEATER OR IS CAPABLE OF BEING LOCKED
IN THE OPEN POSITION
4, HVAC FOUIPMENT SHALL BE PRCVIDEG' WITH READILY ACCESSIBLE DISCONNECTS
ADJACENT 10 THE EOUIPMENT ':-,FRVFD. A UNIT SWITCH WITH A MARKED "OFF"
POSITION THAI IS A PAR' CIF {HE HVA'__ EQUIPMENT AND DISCONNECTS ALL
UNGROUNDE0 CONDUC'OR SHALL BE PERMITTED AS THE DiSCONNECTI&,G
GLEANS WHERE 01HEF MEANS ARE ALSO PROVIDED BY A
READILY Ai.:.CFSSii3LE %I; c U!T BRIFfKER
5. PRIOR TO ENERGIZING T11F FLLF.CT;t;: a.L SfS1EI,,1 HE INTERRUPTING RATING
OF THE MAIN BREAKER MUST BE v' SIC:'1L_) AND VFPiFIED AS BEING IN COMPLIANCE
WITH SECTIC)N 110-9 OF THE: "1.F C Ri ±i)PAI. FLFCTPWAL CONSUL TAN'+
6, THE MAIN ELEC:T:Iir?L Pal`:EL AND=EEDFFS ARE DESIGNEC BY OTHERS. SITE
INSTALLED AND 'L'8JE CT " LOCAL. A.1'I l`>CtiCTION APPROVAL.
? ALL CIRCUI'S +:+05SiNi; G'iE:R E.1:�C-LLE MATING L INE(S) SHALL BE SITE
CONNECTED 111Tii APrROt'EL? ACCESS;EL E Ji_INCTiON BOXES OR CABLE CONNECTORS.
8. RECESSED PORTIONS OF LkkliNG FIA%'RL EINCLOSURES,0IHER THAN AT THE POINTS
OF SUPPOR1. S11,ALL BE SPAC _D 4' '_EA'a F 1 12" FROM CI_IMBUSTIBLE MATERIALS.
9. THERMAL INSO!_ATION SHA,...I_ N"! 6i_ INSTALL, D0 W!I[HiN t" OF THE RECESSED
FIXTURE ENCL`)'>URE. WIR!Nu C-OMFA:RTFAENI, OR BALLAST, AND SHALL NOT BE
INSTALLED ABOvt THE FIXIORE ;;f: AS TO TRAP HEAT AND PREVENT THE FREE
CIRCULATION 0i AIR
MLCHANICA,L N��J . �;: P,�LCHANI'AL 2001
t. ALL SUPPLY AIR REGISTERS SHALL BL INCHES BY INCHES ADJOSTABLE
WITH 8 INCHES BY 16 INCHES 0NS00 x 5/8 INCH OVERHEAD FIBERGLASS
DUCT, UNLESS OTHERWISE SPECIFIED, DUCTS LOCATED IN VENTILATED ATTIC
SHALL HAVE AN INSULATION VALUE OF R-6 DUCTS LOCATED IN UNCONDITIONED
INTERIOR SPACES SHALL HAVE AN INSULATION `/ALOE OF R 4-2
2 INTERIOR DOORS SHALL BE U.NDCPCUT I r INCHES ABOVE FINISHED FLOOR
FOR AIR RETURN, ANY ON -SITE ADJUSTMENTS OF DOORS AFTER SET-UP
ARE NOT THE RESPONSIBILiT'r OF" THE BUILDING MANUFACTURER.
3 VENT FANS SHALL BE GUCTID TO THE EXTERIOR AND TERMINATE AT AN
APPROVED VENT CAP
4 HVAC EQUIPMENT SHALL BE EQUIPPED WITH GU;SiDE FRESH AIR INTArE
PROVIDING 20CFM FOR EACH G;;CiJPANT, OR 50 CFM FOR EACH
WATER CLOSET OR URINAL, WHICHEVER. IS GREATER.
5. IN PRIVATE RESTROOMS CONTAINING ONE TOILET AND ONE LAVATORY.
RESTROOM VENT FANS SHALL PROVIDE ONE CFM PER SQUARE FOOT OF FLOOR AREA,
IN OTHER RESTROOMS FANS SHALL PROVIDE A MINIMUM OF TWO CFM
PER SOUARE FOOT OF RESTROOM SQUARE FOOT
6 IN ANY BATHROOM THA I DOES NGT CONTAIN BATHTUBS, AND/OR SHDWERS.
MECHANICAL EXHAUST MAY BE ClMOTED WHEN NATURAL VENTILATION OR
.AN APPRCs'?ED REC!RCULATING AIR TREATMENT SYSTEM IS PROVIDED,
7 IF UNIT IS EOUIPPF.D Will -I MFCHANICAL ATTIC VENTILATION.
VENTiLA1C)IR SHALT_ HE CONTIRCI-LIED BY A HUMIDASTPT CALIBRATED TO ACTIVATE WHEN
RELiTAVE HUMIDi1 Y E xI_-E''DS 6()%
PLUMBING
I, CUSTOMER A'3'SUMFS ALI RE_SP0N51BiL.ITY FOR DRINKING WATER FACILITIES
DRINKING FOUNTAINS SHALL PE RN5IALLED IN ACCORDANCE WITH SECTION
407 SPC 2001 EDITION, AND SECTION 415 OF THE FLORIDA ACCESSIBILITY CODE
2. ALL PLUMBING FIXTURES SHALL HAVE SEPARATE SHUT-OFF VALVES.
3 STORAGE IYPF W/H SHALL HAVE A SHUT-OFFVALVE WITHIN 3 FEET ON COLD WATER SUPPLY LINE:
4 WATER SUPPLY LINES SHALL BE POLYBUTYLENE, CPVC, OR COPPER; WHEN POLYBUTYLENE
SUPPLY LINES ARE INSTALLED, THE MAXIMUM WATER HEATER TEMPERATURE IS 180 DEGREES F.
THE POLYBUTYLENE PIPE INSTALLER SHALL VERIFY THAT ITS USE WILL BE RESTRICTED
TO THE PRODI_ICT MANUFACTURER'S CONDITITIONS AND LIMITATIONS INCLUDING CHLORINE
CONCENTRATION LEVELS
5 WATER CLOSETS ARE TANK TYPE AND URINALS ARE FLUSH VALVE TYPE UNLESS
OTHERWISE SPECIFIED
6. DWV SYSTEM SHALL BE EITHER AE-sS OR PVC-DWV,
7 BUILDING DRAIN AND CLEANOUTS ARE DESIGNED AND SITE --INSTALLED BY OTHERS,
SUBJECT TO LOCAL JURiSDiCTiON APPROVAL
8. TOILETS SHALL BE ELONGATED TYPE WITH NON -ABSORBENT OPEN FRONT SEATS.
9. RESTROOM WALLS SHALL BE COVERED WITH NON -ABSORBENT MATERIAL TO A
MINIMUM HEIGHT OF 48" A.F.F,
10. HOT WATER SUPPLY TO A FIXTURE REOUIRING HOT WATER SHALL BE INSTALLED ON LEFT SIDE
OF FIXTURE
11. WATER SERVICE PIPING SHALL BE NOT LESS THAN ONE INCH INSIDE C AMETER FOR GALVANIZED
FERROUS PIPING, OR 3/4" INSIDE NOMINAL DIAMETER FOR 'COPPER, OR APPROVED NON
CORROSIVE PIPE OR TUBE.
12, SHOWERS(WHEN PROVIDED) SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE WITH A
MAXIMUM WAIFR 0`_)TLFT TEMPERATURF OF 120 DEC. F
13. LAVATORIES OF PUBLIC, PESTROOMS SHALL BE EQUIPPED WITH OUTLET DEVICES WHICH LIMIT
THE FLOW OF HOT WATER 10 A MAXIMUM OF 0.5 GPM.. OR BE EQUIPPED WITH SELF -CLOSING
VALVES (NON HANDI -CAP QED APPLICATIONS ONLY) MAXIMUM WATER 'EMPERATURE IS 110 DEG.
HANDICAPPED ACCESSIBILITY: ADA / ANSI A117.1 / FA 'BC
1 THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN SHALL BE DISPLAYED AT .ALL
ACCESSIBLE RESTROOM FACILITIES AND AT ACCESSIBLE BUILDING ENTRANCES UNLESS
ALL ENTRANCES ARE ACCESSIBLE INACCESSIBLE ENTRANCES SHALL HAVE
DIRECTIONAL SIGNS INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE LNIRANCE
2. ACCESSIBLE DRINKING FOUNTAINS SHALL HAVE A SPOUT HEIGHT NO HIGHER THAf\j
36 INCHES ABOVE THE FLOOR AND EDGE OF THE BASIN NO HIGHER THAN 34 ihI'-HE;
ABOVE THE FLOOR FOR INDIVIDUALS IN WHEELCHAIRS. ADDITIONALL r. DRINWLNG WA TF n
PROVISIONS SHALL BE MADE FOR iNDIVIDUALS WHO HAVE DIFFICULTY IN BENDiNC,
3. WHERE STORAGE FACILITIES SUCH AS CABINETS, SHELVES, CLOSETS AND DRAWER
ARE PROVIDED, AT LEAST ONE OF EACH TYPE PROVIDED SHALL CONTAIN STORAGE.
SPACE COMPLYING WITH THE FOLLOWING: DOORS, ETC TO SUCH SPACES SHALL HL
ACCESSIBLE (ie TOUCH LATCHES, U-SHAPED PULLS); SPACES SHALL. BE WJ"il`,
INCHES MINIMUM AND 48 INCHES MAXIMUM OF THE FLOOR FOR FORWARD REAi:H �• '
INCHES MINIMUM AND 54 INCHES MAXIMUM, OF THE FLOOR FOR SIDE REACH, CLC FI4
RODS SHALL BE A MAXIMUM OF 54 INCHES ABOVE THE FLOOR (48 INCHES MAXiV,,I I+
WHEN DISTANCE FROM WHEELCHAIR TO ROD EXCEEDS 10 INCHES;
4. CONTROLS, DISPENSERS, RECEPTACLES, AND OTHER OPERABLE EQUIPMENT SHALL BE INC'
HIGHER THAN 45 INCHES ABOVE THE FLOOR FOR FRONT APPROACH OR 54 IN(-
ABOVE THE FLOOR FOR SIDE APPROACH RECEPTACLES ON WALLS SHALL BE M'IUNTED
NO LESS THAN 15 INCHES ABOVE THE FLOOR, EXCEPTION: HEIGHT LIMITATIONS DO
NOT APPLY WHERE THE USE OF SPECIAL EQUIPMENT DICTATES OTHERWISE OR WH{ RE.
ELECTRICAL RECEPTACLES ARE NOT NORMALLY INTENDED FOR USE B'Y BUILDING
OCCUPANTS,
5. WHERE EMERGENCY WARNING SYSTEMS ARE PROVIDED, THEY SHALL INCLUDE BOTH
AUDIBLE AND VISUAL ALARMS. THE VISUAL ALARMS SHALL BE LOCATED THROLI H(iU7.
INCLUDING RESTROOMS, AND PLACED 80 INCHES ABOVE THE FLOOR OR 6 INCHES
BELOW CEILING. WHICHEVER IS LOWER.
6 DOORS TO ALL ACCESSIBLE SPACES SHALL HAVE ACCESSIBLE HARDWARE (le LE :TER -
OPERATED. PUSH -TYPE, U-SHAPED) MOUNTED NO HIGHER THAN 48 INCHES ABOVE
THE FLOOR
7 FLOOR SURFACES SHALL BE STABLE, FIRM, AND SLIP -RESISTANT CHANGES IN
LEVEL BETWEEN 025 INCH AND 0.5 INCH SHALL BE BEVELED WITH A SLOPE NO
GREATER THAN 1:2 CHANGES IN LEVEL GREATER THAN 0 5 INCH REQUIRE RAMPS
CARPET PILE THICKNESS SHALL BE 05 INCH MAXIMUM GRATINGS IN FLOOR SHAi_L HAVE
SPACES NO GREATER THAN 0.5 INCH WIDE IN ONE DIRECTION DOORWAY THRESHOLDS
SHALL NOT EXCEED 0.5 INCH IN HEIGHT.
8. ALL DOORS SHALL BE OPERABLE BY A SINGLE EFFORT. THE MAXIMUM FORCE:
REOUIRED TO OPEN A DOOR SHALL NOT EXCEED 8.5 LBS FOR EXTERIOR SWINGING
DOORS AND 5 LBS. FOR ALL SLIDING, FOLDING. AND INTERIOR SWINGING DOORS
9 ACCESSIBLE WATER CLOSETS SHALL BE 19 INCHES FROM THE FLOOR TO
THE TOP OF THE SEAT GRAB BARS SHALL BE 36 INCHES LONG MINIMUM WHEN
LOCATED BEHIND WATER CLOSET AND 42 INCHES LONG MINIMUM WHEN LOCATED ALGNG
SIDE OF WATER CLOSET, AND SHALL BE MOUNTED AT 33 INCHES FROM THE FIOIJR TO THE
TOP OF THE RAIL WITH 0.5 INCH MAXIMUM VARIATION
10. ACCESSIBLE URINALS SHALL BE STALL -TYPE OR WALL -HUNG WITH ELONGATED RIMS AT
A MAXIMUM OF 17 INCHES ABOVE THE FLOOR.
11, ACCESSIBLE LAVATORIES SHALL BE MOUNTED WITH THE RIM NO HIGHER THAN 34 INCHES
ABOVE THE FLOOR AND A CLEARANCE OF AT LEAST 29 INCHES ABOVE THE FLOOR TO
THE BOTTOM OF THE APRON.
12. ACCESSIBLE SINKS SHALL BE MOUNTED WITH THE RIM NO HIGHER THAN 34 INCHES
ABOVE THE FLOOR AND A CLEARANCE OF AT LEAST 27 INCHES HIGH, 30 INCHES WIDE,
AND 19 INCHES DEEP UNDERNEATH SINK. THE SINK DEPTH SHALL BE 6 5 INCHES
MAXIMUM.
13. HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES AND SINKS SHALL BE
INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL
BE NO SHARP OR ABRASIVE SURFACES UNDER ACCESSIBLE LAVATORIES AND SINKS
14. ACCESSIBLE LAVATORIES AND SINKS SHALL HAVE ACCESSIBLE FAUCETS OPERABLE WITH
ONE HAND AND REQUIRING LESS THAN 5 LBS. OF FORCE TO ACTIVATE (ie LEVER -OPERATED,
PUSH -TYPE, ELECTRONICALLY CONTROLLED), SEPARATE LAVATORIES FOR
PHISICALLY HANDI-CAPPED PERSONS SHALL NOT BE EQUIPPED WITH SELF CLOSING 'VALVES
15. WHERE MIRRORS ARE PROVIDED IN RESTROOMS, AT LEAST ONE SHALL BE PROvTDED
WITH ITS BOTTOM EDGE NO HIGHER THAN 40 INCHES ABOVE THE FLOOR
16. WHERE MEDICINE CABINETS ARE PROVIDED, AT LEAST ONE SHALL BE LOCATED WITH
A USABLE SHELF NO HIGHER THAN 44 INCHES ABOVE THE FLOOR
17 GRAB BARS REQUIRED FOR ACCESSIBILITY SHALL BE 1.5 INCHES IN DIAMETER WITH
1.5 INCHES OF CLEAR SPACE BETWEEN THE BAR AND THE WALL.
18 TOILET STALL DOORS SHALL BE THE SELF -CLOSING TYPE.
19 A TOWEL DISPENSER SHALL BE LOCATED ADJACENT '10 ALL ACCESSIBLE LAVA.TOPIES
RSVII~W-
CITY OF ZEPHYRHLL�C�
PLANS EXAMINER_
SITE -INSTALLED ITEMS. -
NOTE THAT THIS LIST DOES NOT NECESSARILY LIMIT THE
ITEMS OF WORK AND MATERIALS THAT MAY BE REQUIRED
FOR A COMPLETE INSTALLATION. ALL SITE RELATED ITEMS
ARE SUBJECT TO LOCAL JURISDICTION APPROVAL
1.
THE COMPLETE FOUNDATION SUPPORT AND TIE DOWN SYSTEM.
2.
RAMPS. STAIRS, AND GENERAL ACCESS TO THE BUILDING.
3.
PORTABLE FIRE EXTINGUISHER(S).
4
DRINKING WATER APPARATUS (WHEN NOT SHOWN ON PLAN),
BUILDING DRAINS, CLEANOUTS, AND CONNECTION TO THE
PLUMBING SYSTEM.
5
ELECTRICAL SERVICE CONNECTION (INCLUDING FEEDERS) TO
THE BUILDING.
6.
THE MAIN ELECTRICAL PANEL AND SUB -FEEDERS (MULTI -UNITS ONLY)
7.
CONNECTION OF ELECTRICAL CIRCUITS CROSSING OVER MODULE
MATING LINE(S) (MULTI -UNITS ONLY).
8.
STRUCTURAL AND AESTHETIC INTERCONNECTIONS BETWEEN
MODULES (MULTI -UNITS ONLY),
9.
REQUIRED PLUMBING FACILITIES NOT PROVIDED IN THE MODULAR
BUILDING ARE TO BE LOCATED IN ADJACENT BUILDING(S). SEE
ATTATCHED LETTER.
10.
DRAINAGE PIPING BELOW FLOOR JOIST LEVEL
STRI','TURAL LOAD
11,
FIRE ALARM SYSTEM (IF APPLICABLE)
LIA:ITATIONS
12.
SPRINKLER SYSTEM (INSTALLED BY A LICENCED INSTALLER)
13.
EMERGENCY LIGHTING IF REQUIRED PER LOCAL GOVERNMENT SHALL BE PROVIDED AND INSTALLED
ROOF LIVE" LOAD `� r,F
INSTALLED BY OWNER/LEASE-HOLDER.
WIN[-,, LOAD
14.
GUTTERS AND DOWNSPOUTS WHEN REQUIRED AND NOT ON BUILDING ARE TO BE SITE
A 130
MPH ....HIGH .'EL�JC11Y HURRICANE ZONE
INSTALLED BY OWNER/LEASE-HOLDER,
B Iw =
1 0 IMPOR" ANCE FA.CTCiRD
15.
FIRE SAFETY INSPECTION COMPLYING WITH CHAPTER 663
C C._.
;N
......EEXPOSURE CATEGORY
..18
D. C
.......WIN
= Wap EXPOSURE CATEGORY
E Pw
= 65 6 PSF.,.. WAL, COMPONENT AND CLADDING LOAD
F Pr =
123-7 PSF-.... .ROOF COMPONENT CLADDING LOAD
INTERIOR ' FINISH 2O01 FBC
G THIS
BUILDING IS NDT DESIGNED TO BE LOCATED ON A HILL
0R ESCARPMENT EY'CEEDING 15 FEE' IN HEIGHT
ALL CORRIDORS AND CEILING FINISH ARE CLASS "A" T- GRAD
WITH 1-HOUR RATED ASSEMBLY OVER CORRIDOR
WITH FLAME SPREAD 0-25, AND SMOKE DEVELOPED 0-450
ALL INTERIOR WALL FINISH IS CLASS "A" GYPSUM
WITH FLAME SPREAD 0-25, ANDSMOKE DEVELOPED 0-450
CARPET HAS A CRITICAL RADIENT FLUX OF 0.22 WATTS/SO. CM
AS TESTED IN ACCORDANCE WITH NFiPA 253
2001 FBC WITH 2O03 AMENDMENTS
LISTING AGENCY
APPROVAL
THESE PRINTS COMPLY WITH THE
FLORIDA MANUFACTURED BUILDING
ACT OF 1979 CONSTRUCTION CODES
AND ADHERE TO THE FOLLOWING
CRITERIA:
CONST. TYPE VI
OCCUPANCY E
ALLOWABLE #
OF FLOORS 1
WIND VELOCITY 130 ASCE-7-98
FIRE RATING OF
EXTERIOR WALLS 0`-
PLAN NO. MDS003776P
ALLOWABLE
FLOOR LOAD 40/100
APPROVAL DATE 05113/2004
MANUFACTURER PER DCA LETTER
Please be advised this review of plans submitted is a
cursory review to assist the contractor in compliance with
applicable fire safety codes. This review is not intended
to be a final approval of the submitted plans. It is the
contractor's sole responsibility to ensure that the plans are in
complete compliance with all applicable NFPA codes and
local ordinances. In the event that further examination or
site inspection reveals areas of non-compliance, it shall be
the contracWs sole msporaW, at tt>Ieir sole expense b
bring those areas in compliance The City assumes no
responsibility for the c0ntractc; S Idi,ule to ue in compliance
with all applicable NFPA Codes and local ordinances.
-�LiI-M1l fEi' Pi_ANI,S) H E BEEN RFV�EW;,r
aTY ZFPHYRkIILLS M RSHAL'S OFFICE
Date:
05/13/2004 MD5003776R
DATE---__�__---____-- PLAN NO_.__�_�_______-_____....____
APPROVED BY SAM ACOSTA
MODULAR BUILDING PLANS EXAMINER
FLORIDA CERTIFICATE NUMBER SMP-0000034
FIRESAFETY INSPECTOR
CERTIFICATE NUMBER 113873
CHECKED
5H'T �l1
SHT y2 .
5H T. Q 3
E KOTSMAN GROUP INC.
[VISION OF THE
JOHN A. BODZIAK
ARCHITECT
3637 4TH STREET NORTH
SAINT PETERSBURv, FLORIDA 33704
LICENSE #AR-0005065
I C-
,R „o„ � 2730 12TH STREET SOUTH M I-) _-) 7 6
SAINT PETERS8URG. FLORIDA 33705
LISTING AGENCY PHONE #727-$98-6004
DATE SCALE QUOTE SER. NO.
05/13/2004 1 -NTS- MDS003776R
SIZE CODE TYPE US
--- -.11 nnni CPI' \/I r
C"fm0 B-
Unc
1
i
05,f�2604
� ;:.`iVnL ;j PAGE
MI: =-:Y0377GR 1 OF 4
-- -
1 TI 1. 11 A IT, I F_
3 6' _.osf
9-
-7 A
rvi
F . ... ...
Tz-
T
(A),
C,4 0I
3:6K 4.5K 4:-,-,K 4 5 4 5K
SEE TIE -DOWN DFTAIL
SEE T 171-DOINN DE -TAIL
AT MAIN IDEAt1
r- 00 cl) Al MAIN 1. BEAM MAIN I -BEAM
A OA
+
z
5K 3, OK 3. OK
2, OK
N CA
MATE LINE'
ff-J L4 OA
(A
Cq A , -A . ... ... ..
7,
LA
3: OK: p/ I LEI
SEE TIE CIE -DOWN 1'FIA11-
t
SEE :TtF_-b011V;N.1 [bE'-TAIL
AT MAIN I--BEA1V,
f�-- 0
Al VAIN !-_8EAM"- '*iAiN I- BiEAIM
415K 4. 4.
3_6K
-4— --- ---
T v
tA) LA
C\4
-71
pr_pIkAET,Fp OF B1, Dt-
MAX;KAUM Ji.E-DOWN AM 0
A _LEGr,,ND
_VGUND.. TIQN
+ *
INDICAlPS
BLOCK,11"4G, If-)
BOTTOM OF MAHAI i-Br- -AM
FOUNDATION NOTES
1.
FOUNDAIION RF_VIFW. AND. IWSPEC7110N IS TO BE` FERFORME,D
Al�
'AIES
ND I C.
9i.0Cr<1N1, TO
BY THE L(" F `I A! )CAL FI HAVING JORISDICTIO.N.
BOTTOt� CT C 0, t\j
2.
PIFPT, LQACJ5 ARE 'S'HOWN IN KIP S,
!,NWCA:TF.
MINU1E.-.NkA-,4 OR
3.
200PSF SOIL B E.A R.1 N G' CA P'A C I-T Y.
F_0UAt FRAMF TJCDOWIF�j
4.
THE. -STEEL PiER. SHALL -BE CENTER.E.D: ON- THE -PAD-.-
ANC? Dl-R�V;10.N
5,
THc_� SOIL. MUS:T: BF :LOVE EvENi:Y*..00VP_AC-TE-D,. AND.
L
1.N.I)1.CA-T.[..S
-r'YPF. ANf',--D`.TA1f!.
P-1ER.
-F AL.t. WGETATION AND D.EBRISBF.0;, E.
GLEAREO :10 F.
PLAC-EVENJ- Of 1H.E BLACK-'-UAW.
6
THE MAIN RAIL., IS ASSUMED TO CARRY THE ROOF,. WALL,
DESIGN'
LGADS
AND Ft- 0OR i-OADS, FROM PIER TO PIER- AS INTENDED
FLOOR
1-11VE LO -An
C) S,
FROM THE MODULAR MANUF.ACTURE.R..
FLO OR
DEAD LOAD-}
PSF
7.
THEE :I0j_YVULC BLACK PAD- @ I-S L-10-S/TE0. FOR A MINIMUM
7r.
4.6, KIP BASED ON THE 2000 PSF 5301L.HEARIN-G CAPA00
ROOF
LIVE LOAD
�10
4 o
8.
1 _", 0 MPH VVIND SPEED PEP FLORIDA BUILDING CODE, LATE-ST EDI:T,ION-
ROOF
DEAD LOAF)
i
P,i
9,
DI SIGN OF THE. BUILDINQTO 'TRANSFER WIND IOAD.S TO THE
EXTERIOR WALL
1--3-EAMS !S BY OTHERS.
DEAD
L AD
= 4 1'/ P!L- i-
• 10. OLIVER TECHNOLOGIES, INC.. 18 1/2" X: 18- 1-12" ABS PADS IQ #
1055-*9 LISTED I FOR 4.751( BASED ONTHE 2000 PSF SOIL BEARING CAP:A01"Y'.
STEEL PIE IR RATED FOR 6000 LBS.-
AND INSTALLED PER
MANUFACTURER'S INSTALLATION
INSTRUCTIONS
THL I314_.A'C'K' PAD BY POLY'VUL.'
MODEL -PP1-818-1 1:8 1 2" X .18" 1--/2'
OR- 1-8 112" X 1:8 112, A PADS.. fD
NO. 10:55-- 9 MANIJ�FAf"TUREQ BY QLI'VER
TECJH1'01 0G11_.Q, INC- ALL IDAD"Z
i1NS:T*AHL'FD PE-P MAW! F'AC'T(J1RE FEN' 'S
INSTALLATION I-NSTRUC-10N�S
SOLID
r-rit. CA
DQ U B E,
P T
A C 6. L K: 1i
j_ AA,%j/kj1 1' 32." A - RO VE -'RADc
X.
(N f, 1C RNET E
MODULAR BUILDING
_TIE-O.OWWSTRAF�
vi A GRADE
Tj
APF GROUNI) ANCHOR CFRT,
501L CLASS Et 4C OUNTF
-Jill _.R[D
Al SOL INSTAL4ED
`c IN'SIA111
Pll-:-R DETAIL A
."ll
v
N
11:5() LBS
SIRAP Tir�- OOWN
,
APPROv- N'o NP, A.,N;
FOR. S011. CLASS; 1.14COUNITE. RED:
AT:5fT ANSTALLED'
..... ... . ...
PER WANUFACTL)R PS.IN S I ALLAUGN
f INSTRUCTIONS
--I
PIER: DE-TA-1L -B-.
NJ. -S
"T x 110RCHLb 2
N N4 A: I N 1---. BE V.1 V B Fo p,
T -OWIKII S rRAP
D.: 1: -BS T I E DOWN.
A-,p
'A
7
v
L
C
V_
:z
d
0
C,
LJ
LA
W
00
r L
I f
t��
r
__J
cr_
Ems, I
_5
I.
00
z
V)
0-
0
0,
:0
0 . .
A
G
LAJ
0
5TE[L S-'RAPS INSTAt-LED AT SUPPORT COLUMN LOCArIONS (EA. HALF)
STIJC.� iN5TALLED AT SUPPORT COLUMN LOCATIONS (EA HALF)
Lf� I:l1U._1MN`aRF MAN1_i1 A(, TURED -F -)X4 SPF #2 LUMBER
= ASTENED EACH END WITH 6 113 x 2 3/8" NAILS (SC 24 )
� I %L+Ij+_ING' LAP C1F STF >'P5 USE DOUBLE LAYER OF STRAPS AND THEN FASTEN
Wi r' < NAILS E-CH END
36'-0"
hIP t Y�+i.
FXTFRiOR DOOR AN7- WINDOW LOCATIONS MAY VARY
SHALL DE INSTALL-ED AS REMOTE AS PRACTICABLE
R'r ' F; 1 /2 T.,E DISTANCE OF THE DIAGONAL OF THE ROOM
29'- 9"
- 2x6 DFAC+w��t)C�
In
j
28' - 8"
_4'
!'
I
cc
HEAT SEAL VINYL
IN CORNERS
I�--
G--
24 1G E3
�-f
as
BATH ;OCAT�C}N MAY'
VARY WITHI�
Icy
DOOR r+Nii WNnC,41
"NANGFS
-4
iG B
ExIT3680
r.� CALL BUTTON J BOX 0 48" Ai
S SPEAKER J BOX 0 90" AFF
10'- 3" 2'- 8 3 /4"
tF
i 7
0
AMP
P4Nt_1
TuN
-
TRIF
94C, M ly w( I
PFSH
A,R IN . AP i
— j.
(_KT
y 14
& .° 0 40,, ' f
1�4
i
�14"
x 28-
RIA Cplr_,_ 1HP'Wa,s
00
22'-0" 1 15,-4"
18'-0" 11'-4" 4'-g"
I
eO
4 , V L5-4 3/4" O L18.?, 3/4"
S 5. 4 ., I 29'-2"
• II
� In •� _�. 6, Z.
=RiP'I E Wt- L_ S11.� EAi I� C'C)RriER
BUTTON J 3OX 0 48" AFF
SPEAKER J BOX ® 90" AFF
DAi.,_ WINDOWS
29'- 2"
36'- 0"
LABEL ALL ;;ROSSOVER J BOXES CLEARLY
OR INSTAL'- AN ADDITIONAL SUB PANEL
X 4'-0
END ZONES ( yil. )
5'- 4 3/4" i
o
z
w
HANDICAP THRE�IiOLDS ON ALL FXT [i''_h 1
_ Q-
a
n
LISTING AGENCY
APPROVAL
THESE PRINTS COMPLY MATH THE
FLORIDA MANUFACTURED BUILDING
ACT OF 1979 CONSTRUCTION CODES
AND ADHERE TO THE FOLLOWING
CRITERIA:
CON5T TYPE Vt
OCCUPANCY E
ALLOWABLE #
OF FLOORS— 1
WIND VELQQtTY 130 ASCE-7-98
FIRE RATING OF
EXTERIQR WALLS 0
PLAN NO, MDS003776R
ALLOWABLE
FLOOR LQAD 40/100
APPROVAL DATE 05/13/2004
MANUFACTURER PER DCA LETTER
C
FECE T # 18 AFF
DuP FX R}fEP 0 a4WArr
iN` f r I 4P" AFF
d. T
�, c•,Nr �. '�+vlTkt ,i;! rfiiN ,Tf ,ILA 4v FOF� F kP�
�..
F 'k z ; EN PRi-;Oi 4'':.%I%C F! L l 7 6',) 1
r�
EMERGENt_ i!ai-T 8_2_ AFF
BOXi_S ONLY. FOR MANUAL POLL STATION
J ANv 'lI&PLE AUDIBLE ALARM 0 48" &
84_ AFI
BOX ONLY FOR MANUAL PULL STATION
U - 48_' AFFY -- - �- --
l 12%12" SUPPi.I` A!R RFGISTFR —�
RlrC S Et` fRN SCENT 87 6 W MAX.
t-iuF A T�ErtN A Y ✓ARY,DOE 10
CEILING FINISH INSTALLED 2W PSF MAX
012 ELECTRICAL CIRCUIT
PANEL "A" KVA
GENERAL L.iGHTiNG
0035 KW SF x 1027 SF x 1 25 4 49
10 RECEPTS 0 180 VA/1000 1 8
1 FANS* 3 KW x 125 A 3B-
HVAC WITH 5 KY1 HEAT STRIP 5 9
TOTAL 12 5'
TOTF�L;`2arJx10UU _ 2 4
iNSTALi- I`,; AFnF P ANEI. 1 1(/24C)v 10
N'0TE AN ADDITII3NAE_ aUF3 F ANEL_ FfAY BE
INSTAI_L.LD IDN "B" HALF OF 80ILf1INC� IN LIFO
OF THE: CROSSOVER J-BnXEc SHCvvN ON PRINT.
SUB PANEL LOCAIIIONS MAY VARY
Li_EC -RII- SCNLDULr
CIRCUIT # + NOMENCLAll t"RE + BREAKER WIRE SIZ
I (AMF;j j CU NM
_ i 1 W/G
i
1 & 2 HVAC SiZEG PER MFR SPECS
y 4- 11�-1 _ LIGHT RECEP TS 20.4 1P - 12- 2
THE MAXIMUM DIFFERENCE IN FLOOR ELEVATION IN
PATH OF EGRESS SHALL NOT EXCEED 1/2
A TEST AND BALANCE REPORT WILL BE SUPPLIED
UPON COMPLE TiON OF BUILDING
A DIVISION OF THE SCOTSMAN GROUP INC.
SCOTSMAN
JOHN A. BODZIAK 3637 4TH STREET NORTH
SAINT PETERSBURG, FLORIDA 33704
ARCHITECT LICENSE #Are-0005o55
M.D.S. 2730 12TH STREET SOUTH �`,� L.1 J �� t� J 7 I
LISTING AGENCY SAINT #813-89B- FLORID► 33705
PHONE Na,3-esg-eoo•
DATE SCALE OUOTE SER. NO
05/13 2004 - N TS- MD5003776R
r -
05�1 r3r'!s0194
6 4 SQUARE FEET NET FREE AREA
OF ATTIC VEN'+ILATION 10 DL
LISTED TRUSSES AT 24" O.C.
PROVIDED 3Y R( OF qN(1/(IR
LISTED ROOF TRUSS DESIGN LOADS.
ROOF COVERING OVER 3/8" PLYWOOD
SITE INSTALLED 3/8" X 5" LAG SCREWS GABLE VENT`
LIVE LOAD 20 PSF TOP CHORD
RATED SHEATHING, MINIMUM EXP--1 24/0
2 LAYERS 3/4"x 18" TEC
LAM
STAGGERED FROM SIDE TO SIDE
DEAD LOAD 6 PSF TOP CHORD
OR OPTIONAL 7/16" ORIENTED STRAND
RIDGE BEAM BOTH UNITS
Al 16" O.C. MAXIMUM. LAG SCREWS
r
DEAD LOAD 4 PS. BOTTOM CHORD
BOARD, EXP. 1, 24 16, SEE ROOF
/
SEE SPAN CHART IN
MUST PENETRATE 1" MINIMUM INTO
SHEATHING DETAIL. ---�
APPROVED STRUCTURAL
PACKAGE
ADJACENT MODULE RIDGEBEAM OR
TRUSS.
LISTED TRUSSES ® 24" 0 C MAX ROOF COVERING OVER 3/8" PLYWOOD
LISTED ROOF TRUSS DESIGN LOADS RATEDED SHEATHING, MINIMUM EXP-1 20/0
LIVE LOAD RFS TOP CHORD OR OPTIONAL 7/16" ORIENATED STRAND
DEAD LOAD 6 PSF TOP CHORD BOARD, EXP^�1, 24/16. SEE ROOF
DEAD LOAD 4 PSF BOTTOM CHORD
RIM MEMBER 2x4 SPF +3 MIN
18 18"2
3 1 /2"
_30 GA x 1--112- STEEL STRAP FROM
k;
RIM MEMBER x4 SL'f p3 MIN
--__��
TRUSS TO WALL STUD 0 16 0 C- WITH
7- 16 GA X 1- _STAPLES PER STRAP
DOUBLE STkA�'r'ING Al EACH STUD FOR
FIP,-T 4' IN FRS-:IIA EACH CORNER.
iRl;SSF THAT '_,0 NOT FA;.L DIRECTLY
_
r - - -
R hAL lr7 ,,HALL BE STRAPPED TO
.�— --
i Y1
�
r t � RI 1 ' FINI SI�
E � R WA ��.
L:I P!.A;E AND T,OF -iATL SHALL BE
NEAPES' 4-JACENT WALL
SEE STRUCTURAL PKG. FOR R- 19 KRAFTBACK
�
WITH F .,WvAIL1 N STRAPPING
DUCT SPECIFICATIONS. ROOF INSULATION
FASTEN RIDGE BEAM
TO EACH TRUSS
WITH NO LESS THAN
6-15 GA STAPLES
,
EXTERIOR WALL S7,4UCTLiPAL BRACING
WITH 1" PENETRATION
INTO TRUSS KING
SCE. WALLS
POST OR EQUIVALENT
FASTENING
BRACING iNSTALLA_i0N.
DOUBLE TOP PLATE
STR:_)CTURAf SHEATHIr�G SHALL CONSST OF A
r
;�x�. `�.F? i�_ WALL �I;DS (c�i6" O.C.
2X4 SPF �!2
INSTALL FIRE BLOCKING AT
C'EIL:NG LINE
4' MINIMuM WIDTH SHEET EXTENDING
CONT.NUOoSLY FROM TOP TO BOTTOM PLATE
tiYINDL.W HEADER, SEE
W17r, AL_ SHEATHito, EDGES EXTENDING 3/4-•
k"AN CHART FOR SPECS
M,NIMU�0 :'%`.'ER 2' NOMINAL UMBER OF THE
SAME ,1ZE AN:,- i:,RA ,E AS EXTERIOR WALL
TrP WINDOW, SEE
C-Rt:,VIN. ; 5q_AC NC, SHALL BE LOCATED AS CLOSE
SHE"ET k2 FOR SREC.S
t=ACii CORNFR OF BUILDING AS POSSIBLE
WALL IN TERILIR F1141SH. SEE
T
SHEE #1 FOR SPECS.
RR4; i^�> NA TER),a1
RED THERMO-PLY FASTENED
T'fL'. WINDOW SILL
rVIT l 16 Ct, x 1" x 1-1/4" STAPLES 3.' 0 C
C,N [l'GF.' µNO c' u ; N 'rL FIELD
96" WALL HEIGHT
R-I1 KRAFtQACK
WALL INSULATION
SEE STRUCTURAL PACKAGE FOR FLOOR DECKING
48 TYPICAL
„�
kQCudG INSTAL AT,r,)N
fir:-,:CTURAL :�HtA?N,NG SHALL EXTEND CONTINUOUS
2 x 4 SPF 2
2x SPF y2 FLOOR JOISTS, SEE
ti"7�{ T()P 01 rR,_iS5 TCIP CHORD TO 3/4" MINIMUM
BOTTOM PLATE
"
2X6 ® 16 O.C-,SEE SHEET #1 FOR 100y LOAD AREAS
T&G JOINT
(TYPICAL)
<�
RELOw TOP OF RIM ,101ST WITH ALL SHEATHING
EDGES SUPPORTED BY 2" NOMINAL LUMBER OF THE
R- 11 UNFACED
_
-
GRADE AS EXTERIOR WALL FRAMING,
11
FLOOR INSULATION
30 GA. x i -1 /2 ` STEEL STRAP FROM WALL —�
1M
HRAC+NG MATERIAL:
-
51iTD TO FLOORJOIS'i AT OPENING STUDS AND
3/8" CDX PLYWOOD EXP-1 24/0 FASTENED
16" O.C WITH 7- 16 GA x 1" STAPLES PER
WITH 7/16" x 1 1/2•� x 16 GA STAPLES
STRAP END. (TYPICAL SIDEWALLS & ENDWALLS) /
M10x8.5 I
� O C EDGES, 12" O C. FIELD.
1NSIALL L)OU9LE STRAPPING AT EACH STUD
-BEAM
fOR FIRST 4' IN FROM EACH CORNER.
IN'T 0.1 1_ (2) 3/8 X3' LAG
`ACRE, AS FROM TO* ;' LANGE OF
0UIRIG7G'E' ' INTO FLOOR,
ArIL'-i:�R RIM ,10!ST ABOVE
l (Y�-• EA(:H OUTRIGGER)
C,;;TRIGI; :1R ANF' C'R0c'_, F-k,4RER .;iDACINC 48" J C. MAX
RIDGE BEAM
2 LAYERS 3/4"x 18" TEC LAM LVL
RIDGE BEAM BOTH UNITS
SEE SPAN CHART IN
APPROVED STRUCTURAL
PACKAGE —
TEC-LAM Fb = 2850 PSI
RIDGE BEAM MUST BE CONTINUOUS OVER CLEAR SPAN
BEAMS SUPPORTED BY ENDWALL COLUMNS MUST EXTEND CONTINUOUS OVER
COLUMNS TO EXTERIOR FACE OF ENDWALL.
MULTIPLE UNITS ARE TO BF GLUED & NAILED TOGETHER
TO ACT AS ONE UNIT
INSTALL 2X4 X DEPTH OF BEAM SPF #3 BEARING STIFFENER OVER
SUPPORT COLUMNS WHEN SPECIFIED CN r LOOK PLAN. FASTEN THE FACE
OF STIFFENER TO THE RIDGE BEAM *_" 100% GLUE COVERAGE AND
STAGGERED FROM SIDE TO SIDEv ✓
AT 48' O.C. MAX. LAG SCREWS
MUST PENETRATE 1" MINIMUM INTO
ADJACENT MODULE RIM JOIST.
DOOR FRAMING
i I 36 1 /2" j
j 72 1 /2"
i
MAX
� f
i I
it �Ij
j Ilj �I
'VNDOW FRAMING
HEADERS
2-2K4 SPF y2
SILL PLATE
2x4 SPF #2
CRIPPLE STUDS
2x4 SPF #2
Al 16" OC
GENERAL CROSS SECTION NOTES DESIGN CRITERIA
1. UNLESS OTHERIMSE SPECIFIED, ALL STEEL MUST COMPLY WITH 2O01 F$C
ASTM A36. YIELD STRENGTH = 36 KS, AND COMPLY WITH AISC I FLOOR LOAD 40 PSF ILL
2. ALL LAG SCREWS MUST COMPLY WITH ASTM 4307 I' FLOCJR LOAD 10 PSF DL
3. SEE FOUNDATION PLAN FOR PIER AND TIE DOWN STRAPPING
LOCATIONS, ORIENTATIONS, AND SPECIFICATIONS I WING LOAD 130 MPH ASCE--7-98
ROOF. 20 PSF i L
R.Ji1F 10 PSF DI.
i
DUCT SPECIFICATIONS. ROOF INSULATION
SEE SHEET #1 FOR
CEILING INT FINISH
ALT TRUSS WITH SHINGLE ROOF
24-
I12"
�L1 1/4'
CROSSMEMBER SECTION
INSTALL DIAPHRAM BLOCKING WITH 15 CA
X 7/16-CROWN WITH 2" LEG
4" O.C. IN BOUNDRIES. AND 6" O.C. AT PLYWOOD EDGES
LISTING AGENCY
APPROVAL
THESE PRINTS COMPLY WITH THE
FLORIDA MANUFACTURED BUILDING
ACT OF 1979 CONSTRUCTION CODES
AND ADHERE TO THE FOLLOWING
CRITERIA:
CONST, TYPE M_
OCCUPANCY F
ALLOWABLE
OF FLOORS 1
WIND VELOCITY 130 ASCE-7-98
FIRE RATING OF
EXTERIOR WALLS 0
PLAN NO, MDS003776R
ALLOWABLE
FLOOR LOAD 40/100
APPROVAL DATE 05/13/2004
MAN FA T R R P R A LETTER
M.D.S.
FULL LENGTH 3/16" FILLET WELDS
ONE SIDE OF ALL FLANGES AND
/WEBS AT ALL OUTRIGGERS AND
CROSSMEMBERS.
12 GA.. OUTTRIGGER
7"
l
12 GA. CROSSMEMBER, 4�-
(TO BE LOCATED OPPQSITE i-1 /2"
OUTRIGGER AS SHOWN)
001RIGGER SECTION
FRAME DETAIL
3
fl
STAGGER JOINTS 48" O.0
ENDWALL
3/8" RATED SHEATHING, PLYWOOD TO BE
FASTENED TO TRUSSES WITH 0--21 SiAP1 ES OR EOUIV.
(7/16" CROWN X 2" LEG X 15 GAUGE)
AT 4" O.C. ON EDGES AND 8" O.C. IN FIELD
ROOF SHEATHING DETAIL
A DIVISION OF THE SCOTSMAN GROUP INC.
SCOTSMAN
J O H N A. B O D Z IA K 3637 4TH STREET NORTH
SAINT PETERSBURG, FLORIDA 33704
ARCHITECT BATCH #96903352
M.D.S. 2730 12TH STREET SOUTH M D O / /
LISTING AGENCY PHONE
P 813-895- FLORIDA a3i0s
PHONE /813-89a-6tMK
DATE SCALE: QUOTE SER. NO.
05/13/2004 -NTS- MDS003776R
b. 1
i3/LU04
C,7C /"/1f1C TVDC I eCC .•"rnr., w OC',,i n6 CIA /A'i `11 D.S!`C