HomeMy WebLinkAbout1100 Reinhart RdCITY OF SANFORD PEI RMIT APPLICATION
Pemut No,,---/ `' �.� r`� o/`G--
Date:
Job Address:—._.L�� __... t�t►► _..-lam - -- -- --
Parcel No.:
(Attach Proof of Ownership & .Legal Description)
Description of Work:
_-
Type of Construction:
-TypeofCousimction:_--. --- Flow Zone.
Valuation of Work: $ / S Occupancy Type: Residenlial • w _Cotruncteial _ Industrial
Number of Stories: --� Nutnber of Dwelling Units: �""�- Zoning: Total Square Footage: _
Owner: / S 4. _ N
V{
City:_--«�—_ �ACt state: - _
Q t►- 2�3 -- - _ Zip:
Phone No.: —� — F
Pa e No.:
Contractor_
.Address: 00 --
City: llhh ]t� _,,``Q.1 -__-- ra'tate: �_. Zip: wJW_ �y State License No.: C&C
Phone No.: `4 rY� 3 Z % w
_—_ Fax No.: �d ovr �A Za/ / _
Contact Person: �j�n ^ _ f. �( Phone No.: _ 1 9 J,' ex -Ir -
Title Holder (If other than Owner): --
Address:
Bonding Company: _ —
Address:
Mortgage Lender:-____
Address:
Architect:
Address:
Phone No-:
Fax No -
Application is hereby made to obtain a pertnil to do the work and installations as indicated. I certify Ilett rw work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standard., of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBINU, SIGNS, WELLS,
POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc.
OWNEWS AFFIf A,Vl f: I certify that all of the foregoing 111fomtation is accurate and that all work will be dome in compliance with
all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING "TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU
INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR
NOTICE OF COMMENCEMENT.
NOTICE: ht addition to Are requirements ofthis permit, there may be additional restrictions applicable to this property that nmy be
fownf In the public records of this county, and there may be additional permits reytdred born other govenuuental entities such as
water management districts, stale ageueies, or federal agencies.
Acceptance ofpemti ' veritication that I will notify the owner ofthe property of fm
Sigrlatr f0wner/Agcn Date SiImu
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rCt �.Ct v—fi LtJ9AR+asA — Pr'
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F�O�' o�i J� r 66,20022�- Date Signatu a of
F
Owner/Agent is Known to Me or
Prod -
APPLICATION PROVED BY:
Special t/Conditions:
quirements orflorida Lien Law, FS 713,
2-A1`lot
n c TARP Sf* Date
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olary--State of Florida- Date
Contractor/Agent ' Wally _Known to Me or
Produ I D
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_ .Date: __[.'',�•Z
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SEE, SHEET 108
FOR RINEHART ROAD
IMPROVEMENTS
B•
SILT FENCE 8
SEE DETAIL 12
75
LEGEND
®� SILT FENCE
LOCATION OF HAY BALES
EROSION CONTROL NOTES:
1. NO LAND CLEARING OR GRADING SHALL BEGIN
74 UNTIL ALL EROSION CONTROL MEASURES HAVE
�:y----72 7,7 BEEN INSTALLED.
2. ALL EXPOSED AREAS SHALL BE SEEDED AS
�-- SPECIFIED WITHIN 30 DAYS OF FINAL GRADING.
46 3. SHOULD CONSTRUCTION STOP FOR LONGER
THAN 15 DAYS, THE SITE SHALL BE SEEDED
AS SPECIFIED.
. MPJNTAIN EROSION CONTROL MEASURES AFTER
EACH RAIN AND AT LEAST ONCE A WEEK.
I
I 5. THIS PLAN SHALL NOT ' BE CONSIDERED ALL
INCLUSIVE AS THE; CONTRACTOR SHALL-TAKE
ALL NECESSARY PRECAUTIONS TO PREVENT SOIL
SEDIMENT FROM ; LEAVING ` THE SITE.
• ♦ / w 6. CONTRACTOR SHALL COMPLY WITH ALL STATE
AND LOCAL ORDINANCES THAT APPLY.
7. ADDITIONAL EROSION AND - SEDIMENT CONTROL
MEASURES WILL BE INSTALLED IF DEEMED
NECESSARY BY ON SITE INSPECTION.
8. LAND DISTURBING ACTIVITIES SHALL NOT
COMMENCE UNTIL APPROVAL TO DO SO HAS
BEEN RECEIVED BY GOVERNING AUTHORITIES
9. IF 14NSTALLATION OF STORM DRAINAGE SYSTEM
\ \ 1 • 6, I SHOULD BE INTERRUPTED BY WEATHER OR
\ \ \ I NIGHTFALL, THE PIPE ENDS SHALL BE COVERED
\ \ \ \ _. • I WITH FILTER FABRIC.
\ •\ \ \ \\ \\ I 1 ALL' EXISTING STRUCTURES, FENCING, TREES
\ \ '•; , I AND ETC., WITHIN CONSTRUCTION AREA SHALL
BE REMOVED AND DISPOSED OF OFF SITE.
O° �� I QANY BURNING ON SITE SHALL BE SUBJECT TO
cLOCAL ORDINANCES.
'\ 69 i
11. CONTRACTOR SHALL BE RESPONSIBLE TO TAKE
\ \ •�' • �� WHATEVER MEANS NECESSARY TO ESTABLISH
\ C, \ ♦ I PERMANENT SOIL STABILIZATION.
12. EROSION/SEDIMENTATION CONTROL:
\ \ \ \I i ♦ I CONTRACTOR IS TO PROVIDE EROSION CONTROL/
\ \ \ \ \ \ I SEDIMENTATION BARRIER (HAY BALES OR
SILTATION CURTAIN) TO PREVENT SILTATION
OF ADJACENT PROPERTY, STREETS, STORM
SEWERS AND WATER WAYS. IN ADDITION
CONTRACTOR SHALL PLACE STRAW, MULCH OR
IV A\\ �� \ '� I OTHER SUITABLE MATERIAL ON GROUND IN AREAS
WHERE CONSTRUCTION RELATED TRAFFIC IS TO
\\ • NIpSi - I ENTER AND EXIT SITE IF, IN THE OPINION OF
''••. \ \\ `\ ; 'iigy•.., I THE ENGINEER AND/OR LOCAL AUTHORITIES,
EXCESSIVE QUANTITIES OF EARTH ARE
lit ♦ I TRANSPORTED OFF-SITE EITHER BY NATURAL
\�\�''�, ® tI DRAINAGE OR BY VEHICULAR TRAFFIC, THE
\ \ \ �C�•' \•. �V. ,i I CONTRACTOR IS TO REMOVE AND CLEAN SAID
,o} • I EARTH TO THE SATISFACTION OF THE
V',
\ \ \\ \ \\ \ ' I ENGINEER OBIE
CONTROBARRIER SHALL ESTABLISHED AS
\?SITE CCHINPROCEEDS
TA
\O� UNTIL SUTIME AS VEGEATTION OR OTHER
A
CONTROLS BECOME EFFECTIVE.
i I
618
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\ , •.
RE FENCE — — •� — — — WIRE FENCEs-----�---�-� ' --- -1
1 ,
COURTESY HONDA
AT
SANFORD,
FLORIDA
FOR
AUTONATION
ILOCHRANE PROJECT 01026.20 I
EROSION CONTROL
PLAN
INITIAL ISSUE DATE - 08-17-01
ISSUED FOR CONSTRUCTION -
NO DATE I REVISIONS
1 10-15-01 1 PER CITY OF SANFORD COMMENTS
- - F
RECORD DRAWING
THIS IS TO CERTIFY THAT THE PROJECT
HAS BEEN SUBSTANTIALLY COMPLETED IN
PROPERTY APPRAISER ID NUMBER
ACCORDANCE WITH APPROVED PLANS AND
32 -19 -JO -300-007A-0000
SPECIFICATIONS,
a
SEMINOLE COUNTY
m
APPROVED FOR CONSTRUCTION
m
m
THIS APPROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TO THE
N
�
SEMINOLE COUNTY LAND DEVELOPMENT CODE AND ANY SPECIAL
REQUIREMENTS OF THE BOARD OF COUNTY COMMISSIONERS.
o
IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CORRECT
Cu
ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED
m
WHICH RESULTS IN A FAILURE TO MEET APPLICABLE CODE
REQUIREMENTS. ADMINISTRATIVE ACCEPTANCE OF THE
o
DEVELOPER'S PLANS DOES NOT CONSTITUTE A WAIVER OF ANY
CODE REQUIREMENTS NOR DOES IT RELIEVE 'THE DEVELOPER OF
SIGNATURE DATE
v
RESPONSIBILITY TO MEET THOSE CODE REQUIREMENTS. THI5
SPECIFIC APPROVAL IS VALID FOR A PERIOD OF ONE YEAR FROM
SHEET
OFEC
w
THE DATE BELOW.
to
C�1
U
APPROVED:
8
23
"
0
i
SEMINOLE COUNTY DEVELOPMENT REVIEW DEPARTMENT
o
DATE
i
ci
- - F
0 ���Nr[��| N/lT��' �|/l�|��
, � ���_/ v['/ �r��_ / v�� / �_`�. / �_�// �/�/r� S.B.C.'HFPA 101
l. HANDICAP ACCESS TO BUILDING IS DESVQ1EU AND FIELD BUILT BY UTHBlS AND
""OBJECT 1-0 LOCAL JUR|SD|CT|0N,
2. ALL DOORS SHALL BE UPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A
K[Y, T00L, SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED FLUSH BOLTS
0R SURFACE BOLTS SHALL NOT BE USED.
3. ALL GLAZING 90TH!M A 24 INCH ARC OF D00RS, WHOSE, 80[T0W EDGE IS LESS THAN
OU INCHES ABOVE-_ THE FLOUR, AND ALL GLAZING IN DOORS SHALL BE SAFETY,
TEiMP[RED OR ACRYLIC PLASTIC SHEET.
4, FLOOR UE3|CN LIVE LOAD -100 P5F CORR{D0R3, LUB8Y,50 PSF ELSEWHERE
5. MAXIMUM w0MD �PEED - 110 MPH
D. SEISMIC PERFORMANCE CATAG8RY-A
7. OCCUPANCY /S 8V|3NES5
8� OCCUPANT LOAD IS BASED ON 1 PERSON PER 100 S0UAR[ FEET OF FLOOR AREA.
0. ALL STEEL S[RAP3 REFERENCED ON FLOOR PLAN SHALL BE 1.5 INCH ^ JO CA, WITH
x 7/15 INCH CROWN ^ | INCH PENETRATION STAPLES EACH END 0F STRAP
(OR EQUIVALENT) FROM RIDGE BEAM TO COLUMN AND COLUMN T0 FLOOR.
|D, PORTABLE FIRE EXTINGUISHER(S)) PER N.F9.A.-10 INSTALLED BY OTHERS 01
SITE, AND SUBJECT TO LOCAL JUR|30CTIOIN.
||. MINIMUM CORRIDOR WIDTH IS 44 INCHES.
12. W|N|WUW CORRIDOR FINISH IS CLASS A (cYPSU-NI).
�|�/`T[)|�'�| N/lT[�'N[�` N�D�78
�_�_�_�� //�/`~���_ /v�/ /�-�]. /v�_�, /v/ / r�/��
2. WHEN LIGHT FIXIURES ARE INSfALLED IN CLOSETS, 'THEY SHALL BE SURFACE
'MOUNTED OR PECESSED. INCANDESCENT FIXTURES SHALL HAVE COMPLETELY
ENCLOSED LAMPS. SURFACE MOUN'IED INCANDESCENT FIXIURE`3 SHALL. HAVE
'A MINII,,IUM CLEARANCE OF '12 INCHES AND ALL OTHER FTX'fURE':'l, SHALL HAVE
A MINIMUM CLEARANCE OF 6 INCHES FROM "STORAG,,E AREA" AS DEFINED BY3. WHEN WA'FER HEATERS ARE INSTALLED THEY 'SHALL BE PROVIDED WITH READILY
ACCESSIBLE DISCONNECTS ADJACENT 10 THE WATER IlEATER(S) SERVFD, IHE
BRANCH ciRcurr swrici-i OR CIRCUlf BREAKER SHALL BE PERMITTED) -To SERVE
AS THE DISCONNECTING MEANS ONLY WHERE THE SWITCH OR CIRCUIT BREAKER
' LOCKED
IS WITHIN 510)[11- FROMI THE WAIIER HEATER OR IS CAPABLE OF BEING
IN 'THE OPEN POSITION.
4. FIVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS
A0JACENT '10 THE.* EQUIPMENT SERVED. A UNIT SWITC11 WITH A N,4AR�,ED "OFF"
POSITION 'IHAF IS A PART OF -THE HVAC EQUIPMENT AND DISCONNECTS ALL
UNGROUNDED CONDUCTORS S-'HAL.L. BE F'ERMITFED AS THE DISCONNECIFINC`-
MEANS' WHERE OTHER DISCONNEC"iING MEANS ARE ALSO PROVIDED BY A
READILY ACCESSIBLE CIRCUIT BREAKER,
�5. Pt-,,v� -To ENERGIZING 'THE ELECTRICAL SYSTEM THE INfERRUP ' RATING
I TING
OF THE MAII',I BREAKER MUST BE DESIGNED AND VERIFIED AS BEING IN COMPLIANCE
WITH '�ECFION 110-9 OF FHE N.E.C. BY LOCAL ELECTRICAL CONSUL'FANT.
G. '[HE MAIN ELECTRICAL PANEL AND FEEDER'S ARE [DESIGNED BY 01HERS, '.3!TE
INSTALLED AND SUBJECT 'TO LOCAL- JURISDICTION APP'ROVAL,
7. ALI- CIRCUHS GROSSING OVER MODULE MAIINC LINE (S ) SHALL BE SI rE
CONNEC'IED WIJH APPROVED ACCESSIBLE JUNCTION BOXE-S OR CABLE COINNECTOPS.
8. RECF-55ED PORTIONS OF LIGHTING FIXTURE ENCLOSURES,OTHER THAN AT THE POINTS
OF SUPPORT, SHALL. 13E SPACED AT LEAST 1/2" FROM CUMBUSTIBLE MATERIALS.
THERMAL INSULATION SHALL NOT 13E INSTALLED WITHIN 3" OF 1HE RECESSED
FIXTURE ENCLOSURE, WIRING COMPARTMENT, OR BALLAST, AND SHALL NOT BE
IN'STALLED ABOVE THE FIXTURE SO AS TO TRAP HEAT AND PREVENF THE FREE
CIRCULATION OF AIR.,
1.
ALL SUPPLY AIR REGISTERS' SHALL. BE 12 INCHES BY 12 INCHES ADJUSTABLE
ACT OF 1979 CONSTRUCTION CODES
WITH 8 IND -IES BY IGJ INCHES. (INSIDE) x 5/8 INCH OVERHEAD FlUERGLASS
THE FOLLOWING
CRITERIA:
315704
SHALL HAVE AN INSULATION VALUE OF- R-0, DUCTS LOCA'FED 11\1 UNCONDIIJONLID
VI
INTERIOR SPACES SHALL HAVE AN INSULATION VALUE OF R 4.2.
|2.
INTERIOR DOORS SHALL HE UNDERCUT 1-5 INCHES ABOVE 171111SHED FLOOR
| �FOR
.�ARE
AIR RETURN, ANY ON-SITE ADJUSFMENFS OF DOORS AF*IER SET-UP
1
NOT fl -JE RESPONSIBILI FY OF THE BUILDING MANUFAC"IURER.
3.
VFN I' FANS SHALL 13E DUCTED 10 THE. E"(FERIOR AND TERMINATE AT ANAPPROVED
VENT CAP.
'4.
HVAC EQUIPMENT SHALL BE EQUIPPED WITH OUTSIDE FRESH All� INTAKE
�PROVIDING20CFM
FOR EACI-I OCCUPANT, OR 50 CFM FOR EACH
WATER CLOSET OR URINAL, WHICHEVER IS GREATER.
50/ O(L
APPROVAL DATE
12/12/00
RES'IROOM VENT' FANS SHALL PROVIDE ONE CF'I`A PER SQUARE FOOT OF FLOOR AREA.
IN OTHER RESTROOMS FAN'13 SHALL PROVIDE A MINIMUM OF TWO C.FM
PER SQUARE FOOT Of' REsTROONI 'S,QUARE: FOOT,
�G.
IN ANY BA1I-iROO1,vI THAT DOES No*v CONTAIN BAll-HUBS, AND/OR SHOWERS,
MECHANICAL EXHAWS1 MAY BE OMITIT'D WHEN NATURAL VENTILATION 01"'
Fl)
NL/|['_S:
| , � LL/|V|B|NL/
-S).r'.L,.
�I. cus"rOt-JER ASSUMES ALL. RESPON'.-3,IBILFfY FOR DRINKING WAFER FACILITIES,
2. ALL. PLUMBING FIXTURES SHALL HAVE SEPARATE SHUT-OFF VALVES,
3. "TORACE-lYFIE WAIER FIEAlERF3 SHALL HAVE A SAFE'lY PAN WITH A I -INCH DRAIN fO
EXTERIOR, f&P RELIEF VALVE WIFFI A SEPARATE DRAIN TO EXTERIOR, AND A SHU-T-OFF
VALVE WITHIN 3 FEE T 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.
_IHE POLYBUTYL.ENI-_ PIPE INSIALLER SHALL VERIFY THAT IT'S USE WILL BE RESFRICIED
TO THE PRODUCT MANUFACFURER'S CONDITIFIONIS AND LIMITAFIONS INCLUDING CHLORINE
5. WATER CLOS'ETS ARE TANK TYPE AND URINALS ARE FLUSH VALVE 'TYPE UNLESS
OTHERWISE SrEEuF/Eu.
6, DMV SYSTEM SHALL BE EITHER ABS OR PVC-DWI/
7. BUILDING DRAIN AND CLEANOUTS ARE DESIGNED AND SITE -INSTALLED BY OTHERS,
SUBJECT T0 LOCAL JURBD|CFION APPROVAL,
O. TOILETS SHALL BE ELONGATED TYPE WITH NON-ABSORBENT OPEN FRONT SEATS.
Q. RESTROOM WALLS SHALL BE COVERED WITH NON-48SORDEMT MATERIAL TO A
MINIMUM HEIGHT OF 48" A.F.F.
|O. HO[ WAT[R SUPPLY TO A FIXTURE RE0U|RiNO HOT WATER SHALL BE INSTALLED ON LEFT SIDE
OF FIXTURE.
|| WATER SERVICE PIPING SHALL BE NOT LESS THAN ONE INCH INSIDE DIAMETER FOR GALVANIZED
FERROUS P|P|MC' OR 3/4' INSIDE NOMINAL DIAMETER FOR COPPER' OR APPROVE[) N0N
CORROSIVE PIPE OR TUBE�
12, SHDW[RS(WHEN PR0V|DED) SHALL BE CONTROLLED BY AN APPROVED W|X|NC VALVE"'. YmTH A
MAXIMUM WATER OUTLET TEMPERA[URE OF 120 DEC. F.
|J. LAVATDR|ES OF PUBLIC RESTR0OWS SHALL BE EQUIPPED WITH OUTLET DEVICES WHICH LIMIT
THE FLOW OF HOT WATER TO A IvIAX|MUM OF 0.5 GPW., OR BE EQUIPPED WITH SELF-CLOSING
N
VALVES (NUN HANU|-CAPPED APPL|CAD0Ns 0MLY). MAXIMUM WATER TEMPERATURE IS |lO DEC.
HANDICAPPED /\(,[`ErS|BU|TY: ADA / ANSI A117.1 / FACK
1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY �-.;ICN SHALL BE DISPLAYED AT ALL
ACCESSIBLE RESETRO0M FAC|UFIE.'S AND AT ACCESSIBLE BUILDING ENTRANCES UNLESS
ALL ENTRANCES ARE ACCESSIBLE. |NACCE5C113LE ENTRANCES SHALL HAVE
DIRECTIONAL SIGNS INDICATING THE R0UTE TO THE NEAREST ACCESSIBLE ENTRANCE.
2. ACCESSIBLE DRINKING FOUNTAINS SHALL HAVE A SPOUT HE/CHT NO HIGHER THAN
36 INCHES A80VE THE FLOOR AND EDC[ OF THE BASIN NO HIGHER THAN 34 INCHES
ABOVE THE FLOOR FOR' INDIVIDUALS IN WHEELCHAIRS. ADDITIONALLY, DRINKING WATER)
PROVISIONS SHALL BE MAD[ FOR INDIVIDUALS WHO HAVE DIFFICULTY IN BENDING.
l WHERE ST3RACE FACILITIES SUCH AS CABINETS, 5HELVES, CLOSETS AND DRAWERS
ARE PROVIDED, AT LEAST ONE OF EACH TYPE PROVIDED SHALL CONTAIN 5T0RAC[
SPACE COMPLYING WITH THE FOLLOWING: DOORS, ETC. TO SUCH SPACES SHALL BE
ACCE3'_-'-'lI8LE (ie. TOUCH LATa|E5, U --- SHAPED PULLS); 'SPACES SHALL BE WITHIN 15
INCHES MINIMUM AND 48 INCHES MAXIMUM OF THE FLOOR FOR FORWARD REACH OR 0
INCHES M|N|NUM AND 54 INCHES WAX|WUW. OF THE FLOOR FOR -SIDE REACH; CLOTHES
ROD") SHALL BE A MAXIMUM OF 54 INCHES ABOVE THE FLOOR D INCHES MAXIMUM
wHEN D|sTANCE FROM WHEELCHAIR TO ROD EXCEEDS 10 INCHES)
4. C0N[ROLS, D|3P[MSERS, RECEPT^CLES, AND OTHER) OPERABLE EQUIPMENT SHALL BE NO
HIGHER THAN 45 INCHES ABOVE THE FLOOR FOR'FRONT APPROACH OR 5+ INCHES
ABOVE THE FLOOR FOR SIDE APPR0ACH, RECEPTACLES ON WALLS SHALL BE MOUNTED
NO LESS THAN 15 INCHED ABOVE [HE FLOOR. EXCEPTION: HEIGHT UWUATI0NS DO
NOT APPL)' WHERE THE USE OF SPECIAL E0J|PMENT DICTATES OTHERVJ|SE OR WHERE
ELECTRICAL RECEPTACLES ARE NOT NORMALLY |NTENO[O FOR USE BY BUILDING
OCCUPANTS.
5, WHERE ENIERG[NCY WARNING 3YSTEWS ARE PROVIDED, THEY SHALL INCLUDE 13011-1
AUDIBLE AND VISUAL ALARMS. THE VISUAL ALARMS SHALL BE LOCATED '[1-IR0UGMOU[
|NCLUD|M� RESTR0OWS. AND PLACED BO INCHES ABOVE [H[ FLOOR OR 5 INCHES)BELOWCE|L|MC. WHICHEVER IS LOWER.
5. DOORS TO ALL ACCESSIBLE SPACES SHALL HAVE ACCESSIBLE HARDWARE (ie. LEVER -
OPERATED, PU3H-TYP[, U -SHAPED) MOUNDED NO HIGHER THAN 48 INCHES ABOVE
THE FLOOR,
7. FLOOR SURFACES SHALL BE STA8LE, FIRM, AND SUP-RE5|STAMT. CHANGES IN
LEVEL BETWEEN 0.25 |FICH AND 0.5 |MCH SHALL DE BEVELED W{TH A SLOPE NO
GREATER THAN 1:2. CHANGES IN LEVEL GREATER THAN 0.5 INCH REQUIRE RAMPS.
CARPET PILE THICKNESS" 51-1ALL BE 0.5 INCH MAXIMUM, CRAT|NCI IN FLOOR SHALL HAVE
SPACES NO GREATER THAN 0,5 INCH WIDE IN ONE DIRECTION. DOORWAY THRESHOLDS
SHALL NOT EXCEED 0.5 |HQi IN HEIGHT,
8. ALL DOORS SHALL BE 0PENABL[ BY A SINGLE EFFORT, THE MAXIMUM FORCE
REQUIRED T0 OPEN A DOOR SHALL NOT EXCEED U.5 LIDS). FOR EXTERIOR SVY|HC|NC
DOORS AND 5 LEIS. FOR ALL SL\D|NC, FOLD|M(3. AND INTERIOR SWINGING DOORS.
g. ACCESSIBLE WATER CLOSETS SHALL 8E 19 INCHES FROM THE FLOOR TO
THE 'FOP OF THE SEAT. CRAB BARS SHALL BE JB INCHES L0MC MINIMUM WHEN
LOCATED BEHIND WATER CLOSET AND 42 INCHES LONG, W|N|WUI`J WHEN LOCATED ALONG
.
SIDE OF WATER CLOSET, AND SHALL BE W0UNTED AT 33 INCHES FROM THE FLOOR lD THE'
FOP OF THE RAIL WITH 0.5 INCH MAXIMUM VAR|4T|0N.
{U. ACCESSIBLE URINALS SHALL BE STALL - TYPE OR WALL -HUNG W|[H ELONGATED RIM'S) AT
A MAXIMUM 0F 17 INCHES ABOVE '[HE FLOOR.
11. ACCESSIBLE LAVATORIES SHALL BE MOUNTED WITH THE RIM NU HIGHER THAN 34 INCHES
A80VE THE FLOOR AND A CLEARANCE OF Al LEAS[ 29 INCHES ABOVE THE FLOOR TO
*!'HE 8011DM OF THE APRON.
12. ACCESSIBLE SINKS SHALL BE MOUNTED WITH THE RIM NO HIGHER THAN 34 INCHES
ABOVE THE FLOOR AND A CLEARANCE 0F AT LEAST 27 INCHES HIGH, 30 INCHES WIDE,
AND 10 INCHES DEEP UNDERNEAlf| SS|NK. THE SINK DEPTH SHALL BE 6.5 INCHES
MAXIMUM.
135. 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 ACUYATE (io L[VER-OPERATED,
PUSH-TYP[, ELECTRONICALLY CONTROLLED). SEPARATE LAVATORIES FOR
PH(S|C^tLY HANDI-CAPPED PERSONS SHALL NOT BE. EQUIPPED WITH SELF CLOSING VALV[3.
° |5. WHERE MIRRORS ARE PROVIDED IN RESTRO8WS. AT LEAST ONE [HALL BE PROVIDED
vNTH ITS 801KJM EDGE NO HIGHER THAN 40 |MCH[3 ABOVE THE FLOOR.
15. WHERE mED|C|ME CABINETS ARE PR0\8D[D, AT LEAST ONE SHALL BE LOCATED WITH
A USABLE SHELF NO HIGHER THAN 44 INCHES ABOVE THE FLOOR,
17. CRAB BARS REOU|RED FOR ACCESSIBILITY ':)HALL BE 1,5 INCHES IN DIAMETER WITH
1.5 INCHES OF CLEAR SPACE BETWEEN THE BAR AND THE WALL.
iO. TOILET STALL DOORS SHALL DE THE SELF-CLOSING TYPE.
19. A 'TOWEL DISPENSER SHALL BE LOCAFED ADJACEN'r 'TO ALL ACCESSIBLE LAVA,rORIES.
NOTE 'IHAT THIS UST DOES' NOT NECESSARILY LIMIT FHE
ITEIMS' OF' WORK AND MATERIALS' THAT MAY BE REQUIRED
FOR A COMPLETE INSI'ALLARON. ALL SITE RELA'IED ITEMS
ARE SUBJECT TO LOCAL. JURISDICTION APPROVAL,
1. _IIIE COMPLETE FOUNDA'IION SUPPORT AND TIE DOWN SYSTEM,
2. RAMPS, STAIR.�), AND GENERAL ACCESS TO THE BUILDING,
4. DRINKING WA'IER APPARATUS (WHEN NOT SHOWN 01\1 PLAN),
BUILDING DRAINS, CLEANOUTS, AND CONNECtION -To ri-ii,
PLUMBING 'SYSTEM.
5. ELECTRICAL SERVICE CONNECHON (INCLUDING FEEDERS) 'TO
'THE fOUILDING.
6. I'l-IL MAIN ELECTRICAL PANEL AND SUB FEEDERS (MuLFI-i ' INITS ONLY)
7, GONNECFION OF ELECTRICAL. CIRCUHS CROSSING OVER MODULE
MAI -INC, LINE(S) (MULTI--UNIFS ONIL"O.
8. STRUCTURAL AND AESTHE-TIC INFERCONNECtIONS BETWEEN
MODULES (MULT'l-UNIFS ONLY),
9, REQUIRED PLUMBING FACILIFIENOT PROVIDED IN 'THE MODULAR
BUILOING ARE *TO BE LOCAI'(,.*.D 11',l ADJACENT BUILDING(S). SEE
A*r*rAlCHEP LETTER.
10, DRAINAGE F IPING BELOW FLOOR JOIST LEVEL
11. FIRE ALARM 9YS'IEM (IF APPLICABLE)
12. SPRINKLER SYSTEM (INSTALLED BY A LICENCED INSTALLER)
NTER|lR F|N|SI-1 '1997 ._`�B`` SEC. 409 .2 .O & CHAPTER 8
ALL CORRIDORS AND CEILING FINISH ARE CLASS "A~ GYPSUM
WITH FLAME SPREAD 0-25, AMDSKJOKE DEVELOPED 0-450
ALL INTERIOR WALL FINISH IS CLASS ,C" PANELING
Wi[H FLAME 5PREAD 76-200^ ANDSMOKE DEVELOPED 0-450
CARPET HAS A CR'|OCAL RAD|ENTFLUX OF 0.22 WATTS/3{). Ck4
AS TESTED IN ACCORDANCE WITH NFiPA 253
MY11INC AQEiNCy
APPROVAL
THESE PRINTS COMPLY WITH THE
FLORIDA MANUFACTURED BUILDING
ACT OF 1979 CONSTRUCTION CODES
AND ADHERE PJ
THE FOLLOWING
CRITERIA:
315704
CONST. 'TYPE
VI
OCCUPANCY
B
ALLOWABLE #
OF FLOORS
1
WIND VELOCITY
110
FIRE RATING OF
EXTERIOR WALLS
0
PLAN NO.
WS124499
ALLOWABLE
FLOOR LOAD
50/ O(L
APPROVAL DATE
12/12/00
MANUFACTURER PER DCA LE'f'TER
�
DA 1 O0___ PLAN NO_ W'�112440Q
APPROVED BY SAM ACOSTA
N10DVLAR BUILDING PLANS EXAWINER
FLORIDA C[|"'T|RCATE NUMBER SWP-0000034
11 K�)MAN
'
A F}IV|cIO@ OF TI IE SCOTSMAN GROUP INC,
,
'
DA�FE SCALELISTING A(VIENCY PHONE #727 898
Tl
U0TE 5E� NO. � 12/12/O0 n --NTS-- ��}244OQ m �
SIZE CODE TYPE
IDER PRINT 1997 s0cc VI
)2
U3[ REV. APPRO F- AGE
���7 �T� STREET N{)RT�|
� /� �{l .�� � � �\� . H
SAINT PETEF\'SBURG' �t_[)RI IDA
K LICENSE
315704
,
'
DA�FE SCALELISTING A(VIENCY PHONE #727 898
Tl
U0TE 5E� NO. � 12/12/O0 n --NTS-- ��}244OQ m �
SIZE CODE TYPE
IDER PRINT 1997 s0cc VI
)2
U3[ REV. APPRO F- AGE
4U'...aJ..
/
34'--3 3/4" 26'-8 3/4" 14'--8 3/4"
�
It
A^ 1... ___._.._..._
Fj
9A cr A
24801
6A
\6 AI j { � -- � /2" VTr�f
1
;_... u) 7A _`F� _ USI (p"l II//C BUBBLER�i » „/ / I �___=J,:)PUUr I UGH T 36" MAX AFF.
r I/
tBA
6A
9A >`
VJ
.,r
�• .__-___ nf;GJlic3 368C1 '"-- .. _-""-""-"-',_,.,,,,___._._. _._.__.._ �'ul'7fIS
:i'I'-F3 3/4 % :so_ii ;5/,1.x• 16__r1 3/4"/ 12'-.0 _3/4"
4'-0 3/4"
5A
4A 2 TON MVAC; INSTALLED PER
`AFC R. SPEC. W/10 KW FIFA r
GA ^ . STRIP 61E CFM @ .5 IWC ESP
.._ WITFI mai AIR IN rAT;E
240V I
-,
4A --- rKT H 1A & 2A
--- 20" X 12" R/A GRILLE THRU WALL_
I'V-0 .3/4"
AUTOVENT
BUBBLER 3" VTft
1 .1 /2"
1 1 1/2"
I
I
I
LAV i 3
1 1 /2,) f .
W.C.
V
D.W.V. RISERS
N.T.S.
LISTING AGENCY
THESE PRINTS COMPLY WITH THE
FLORIDA MANUFACTURED BUILDING
ACT OF 1979 CONSTRUCTION CODES
AND ADHERE TO
THE FOLLOWING
CRITERIA:
_ M_
41)
CONST. TYPE
\/I
—
OCCUPANCY
B _
ALLOWABLE /#
3 _
OF FLOORS
1-�_--
WIND
110
_VELOCITY
FIRE RATING OF
GA
EXTERIOR WALLS
._0 —_--
PLAN NO. �
7A
---WS124499�-
ALLOWABLE
-(I)-W.p.
FLOOR LOAD
_50zi 00
APPROVAL DATE
�_iz 1c0 _�_
MMANUFACTURER
PER DCA LETTER
wan :a,�'zArc¢x�as�rx�c+F:ra�wr .« Buc�rYw.a
JUNCTION Box
12-2
SYMBOL.`::
(Lb
RECEPI' 9 16" AFI-
�OUPLEX
----__ _
DUPLEX RECEP'l cs 42" AFF
-
------
R F C E P r 220 VO L'r
_ M_
41)
FLOOR RECEPTACLE
20A Ti -p-
SWI I-cl-I
4A
LIUI 1 f;/REC,EPTS-
3 _
3 WARY SWI I -CLT
`@t
PHONE JACK t9 16" AF'F
20A IP
FLOUR PHONE JACK
GA
LIGITI`RLCEP FS
20A 11D
I�NCAr1c,EsC;F:NT LIGHT r>OW.-MAX,
7A
L.IGH TSLRECEP r5_
-(I)-W.p.
WATER. PROOF PORCH LIGHT 60W, MAX_
T `
FLUORESCENT FIXTURE 87.6 W. MAX.-
W.MAX.
....
JUNCTION UOX
Q
JUNCTION Box
12-2
100 CRI EXHAUST FAN
rjj
EXHAUS`I FAN WITH LIGHT
L1
EMERGENCY LIGI IT—
- �-„J
AION LL
E;OX FOR' PULL. STT
�- r]P
`MANUAL
J BOX FOR MANUAL FULL STATION--„-^---
KVA
GENERAL- LIG-I TING
11"x12" SUPPLY AIR_REGI`,ILR_,____--_-”
.0035 KW ;,F x 480 JF x 1.25
- -1.98
12%12” RETURN Al," GRILLE -------___
1 HOUR HHE HAZEL) 'NALL
ELECTRIC `)CI—IEDULE
CIRCUIT /r NOMENCLATURE FIREAKER
(AMPS,)
WIRE SIZE
CU. NPI. .
W/G
-
�TI & 2
FIVAC ��-SIZED
PEERR MFR_SPLCS,
3A _
- _WATER HEATERR -�
20A Ti -p-
-
12--2 -
4A
LIUI 1 f;/REC,EPTS-
20A 1P
12-2
—
5A-
LlCt H 5 REC.EN FS
20A IP
12 2 _
GA
LIGITI`RLCEP FS
20A 11D
122--2
7A
L.IGH TSLRECEP r5_
P
- 12-2 _
8ALIGFI
TS/r
_20A-1
1P
_ 1Z Z
--T9AW---
-, LIf✓L_1 IS71f E -CEP rJ_
-f UT IP
12-2
ALL PORTABLE APPLIANCES, INCLUDING W/Fl,
TO
HAVE DISCONNECT IF NOL' W1I1-IIN
VIEW OF ELECTRIC
PANEL.
PANEL_ "A"
KVA
GENERAL- LIG-I TING
.0035 KW ;,F x 480 JF x 1.25
- -1.98
11 f:ECEr''rS (,-� 180 VA/1000
_
HVAC
10.9
WATER F-IEATER
1,9
TOTAL_ 16.88
TOTAL/2"IN1000 70.33
-
INSTALL 100 AMP PANEL 120/211-0V 10
k
�i
s
M
xr-. f., f-ITvAN
vfw r A DIVISION OF-1"1—IE SCOTSk/lAN G,IROUP INC,.
1. ".../ rD, .L
UIl 0[-11 _ P m, .n � l� �, :a / �� .i..t ISTREET 1\10F t rl
t _r ((r 1 cs 1 r, TAINT PETERSDURC, FLORIDA .3,3704
i
M.D. s . 2730 12 i H S IREEF sou n-1
( SAIr1 r PE IE2SOURO, FLORIDA 33705
Ai_i La1iT . 1 PHONE #727-898-6004
DA`r: SCALL:. QUOTE ## BSER. NO,
12/12/00
1/4"=V-0"
wr;I244f1s
C \
12iC
1l..
SIZE CODE TYPE USE DRAWN BY REV. APPR -Ti 1111 ## RAGE.
F'ER PLAN SBCc V I R NID W'3124�� 2 cel 4
LISTED TRUSSES 0 16" O.C. MAX.
LISTED ROOF TRUSS DESIGN LOADS:
LIVE LOAD 20 1 -'FS 'FOP CHORD
DEAD LOAD 6 PSF TOP CE-IORD
DEAD LOAD 4 PSF E3OTTOPA CHORD
6 SQUARE FEET NET FREE AREA
OF ATFIC VEN FILATION TO ME
PROVIDED BY ROOF AND/OR
CABLE VENTS.
ROOF COVERING OVER 3/8" PLYWOOD
RATEDED SHEATHING, MII',IIMUM EXP --I 20/0
OR OPTIONAL 7/16" ORIENATED STRAND
BOARD, EXP, 1, 2.4/16. `:;EE ROOF
`';HEATHING DEI -AIL. ----\
ZJ04
12 1 /2„
SE.L S -- , uJ ".SEE:' SHEET 2 FOR
�E.:.k .>142UC('. F I<G. FOR �
DUCT SPECIFICATION S, ROOF- IN ;ULA I ION
SEE SHEET 1 FOR
CEILING INT, FINI SH
SEE STRUCT PKC FOR FLOUR DECKING
--- AND FLOOR COVERING SPECS
\ 2x6 SPF #2 FLUOR JOIST;, SEE
\
� SHEET /f2 FOR SIZE & SPACING
ACING
48" TYPICAL
T&C JOINT
INT
(-TYPICAL)
GENERAL_ CROL;S SECTION NOTES
1. UNLESS OT4IERINISE SPECIFIED, ALL STEEL MUST COMPLY WITH
ASTM A,66, YIELD STRENG"TF-I = 36 KSI, AND COMPLY WI FFI AISC
2. ALL LAG SCREWS MUST COMPLY WITH ASTM A307.
3. SEE FOUNDATION PLAT; FOR PIER AND -TIE DOWN STRAPPING
LOCATIONS, ORIEN-FATION3, AND SPECIFICATION`.:,.
ZFIIP
2/12" MIN.
OPTIONAL.. TRUSS '+VIII -I SHINGLE. ROOF
/Z EXTERIOR WALL FINISH: .019 ALUM.
EXTERIOR WALL- >"TRUCTURAL BRACING
SIDEWALLS:
BRACING INSTALLATION:
STRUCTURAL- SHE.A1'HING SHALL CONSIST OF A
4' MINIMUM WIDTH GI-IEET Ex rENDINC;
CONTINUOUSLY FROM TOF' TO BOTTOM PLATE
WITH ALL SHEATHING EDGES EXTENDING 3/4"
MINIMUM OVER 2" NOMINAL. LUMBER OF ]"HE
SAME- SIZE. AND GRADE. AS EXTERIOR WALL
FRAMING. BRACING SHALL BE LOCATED AS CLOSE
TO EACH CORNER OF BUILDING AS POSSIBLE.
BRACING MATERIAL:
1/8" STRUCTURAL RED 'I FIERMO-PLY FASTENED
WITH 16 GA. X 1" X 1 I/4" STAPLES 3" O.C.
ON EDGES AND 6" O.C. IN rHE FIELD.
ENDWALL.S:
BRACING IN SFALLATION:
_TRUCTURAL- SHEATHING SHALL EXTEND CONTINUOUS
FROM TOP OF' TRUSS TOP CHORD TO 3/4" MINI1MUM
BELOW TOP OF RIM JOIST WI11-1 ALL SHEATHING
EDGES SUPPOR-TED BY 2" NOMINAL LUMBER OF THE
GRADE AS EXTERIOR WALL_ FRAMING.
BRACING; MATERIAL:
3/8" CDX PLYWOOD EXP -1 24/0 FASTENED
WITH 7/16" X 1 1/2" X 16 GA. STAPLES
3" U.C. EDGES. 6" O,C, FIELD,
C;E:`�IGN CRITERIA
SUCC
FLOUR LOAD 50 PSF LL
FLOOR LOAD 10 PSF DL
WIND LOAD 110 MPH
ROOF-: 20 PSF LL
ROOF 10 PSF DL
HEADER
2--2x1 SPF #
(IF" HEADER i`
WITHIN 3' OF
ENDWALL USE
2 --- 2xG SPF #
DOOR FRAMING
WINDOW FRAMING
U. 2"
--w 1P�
I 1/4"
CROSSMEMBER SECTION
FIRST 13',-4' IN FROM EACH ENDWALL
SHALL HAVE ROOF SHEATHING BLOCKED
BY 2x SPF #2 LUMBER & FASTENED
TO TRUSSES 2 1/2' U.C. ALONG PERIMETER
OF UNIT, 4" U.C. AL I- OTHER PANEL
EDGES. 6" O.C. FIELD.
HEADERS
2--2x4 SPF #2
(IF HEADER IS
WITHIN 3' OF
ENDWALL USE
2.--2x6 SPF #2)
PLATE
SPF fit
'LE STUDS
SPF #2
6" 0. C.
LISTING AGENCY
APPROVAL
THESE. PRINTS MM- Y WITH THE
FLORIDA MANUFACTURED BUILDING
ACT OF 1979 CONSTRUCTION CODES
AND ADHERE TO THE FOLLOWING
CF,ITERIA:
CONST. 'TYPE VI
OCCUPANCY —B
ALLOWABLE #
OF FLOURS 1
NJIRiD VELOCITY FIRE RATING OF
EXTERIOR 'HALLS 0
PLAN NO,
�J✓`-;12�}A99_-�
ALLOWABLE
FLOOR LOAD 50/10,0
APPROVAL DATE12/12/00
MANUFACTURER PER DCA LETTER
- FULL LENGTH 3/16" FILLET 'WELDS
ONE SIDE OF ALL FLANGES AND
WEBS AT ALL OUTRIGGERS AND
CROSSMEMBERS.
1--1/2"
- '12 CA. OU FTRIGGER 4
77
12 GA. CROSSMEMBER. -- L-
('10
BE LOCATED OPPOSITE 1 _..I /2"
OUTFZIGGE:R AS SHOWN)
QUJRIGGER SECTION
FRAME. DETAIL
cn
STAGGER JOINTS 48" O.0
ENDWALL
1/2" RATED SHEATHING, PLYWOOD TU BE
FASTENED -TO TRUSSES WITH N-•'17 STAPLES OR EQUIV.
(7/16" CROWN X 1 1/2" LEG X 16 GAUGE)
ROOF SHEATI-IING DETAII
A DIVISION OF THE SCOTSMA[l GROUF) INC.
l
3 ,1 /2„
RIBA MEMBER 2x4 SPF #3 MIN.
30 GA, x 1-1/2" STEEL STRAP FROM
IRU.` IU WALLc,IUU cw 16' O.C. WITH
-�
7--16 GA. X 'I" STAPLES PER STRAP
END, (TYPICAL_ SIDE_WALLS) INS I ALL
�.
DOUBLE STRAPPING AT EACH STUD FOR
FIRST 4' IN FROPA EACFd CORNER.
1x4 SpF #2 WALL MUDS @16" 0.C.
N,9NDOb'J HEADER, SEE
SPAN CHAR( FOR SPECS
TYP. WINDOW, SEE
-�
SHEET #2 FOR SPECS
WALL_ IN"I-ERIOR FINISH, SEE
SHEET i/'I FOR SPECS
��
yl
r<
TYP, WINDOW SILL
-
96" WALL HEIGI-IF
R-- I I KRAF FBACK
<
WALL INSULA FION
2 x 4 ;SPF #2
{{'
BOTTOM PLATE
R- 7 UNFACED
FLOOR INSULATION
��
C
30 GA, x 1-1/2" STEEL STRAP FROM WALL
STUD 'TG FLOUR JOIST AT OPENING STUDS AND
16" G.C. WITH 7- 16 GA, x 1" STAPLES PER
STRAP END. (TYPICAL IDEWALLS & ENDWALLS)
INSTALL DOUBLE STRAPPING AT EACH cS'IUU
FOR FIRST 14' IN FROM EACH CORNER,
INSTALL (2) 3/8"X3" LAG
SCREWS FROM TOP FLANGE OF'
OU FRIG'GEF: INTO FLOOR,
AND/OR RIM JOIST ABOVE
(TYP. EACH OUTRIGGER)
OUTRIGGER AND CRO SSIVIEMBER SPACING 48" U.C. MAX,
6 SQUARE FEET NET FREE AREA
OF ATFIC VEN FILATION TO ME
PROVIDED BY ROOF AND/OR
CABLE VENTS.
ROOF COVERING OVER 3/8" PLYWOOD
RATEDED SHEATHING, MII',IIMUM EXP --I 20/0
OR OPTIONAL 7/16" ORIENATED STRAND
BOARD, EXP, 1, 2.4/16. `:;EE ROOF
`';HEATHING DEI -AIL. ----\
ZJ04
12 1 /2„
SE.L S -- , uJ ".SEE:' SHEET 2 FOR
�E.:.k .>142UC('. F I<G. FOR �
DUCT SPECIFICATION S, ROOF- IN ;ULA I ION
SEE SHEET 1 FOR
CEILING INT, FINI SH
SEE STRUCT PKC FOR FLOUR DECKING
--- AND FLOOR COVERING SPECS
\ 2x6 SPF #2 FLUOR JOIST;, SEE
\
� SHEET /f2 FOR SIZE & SPACING
ACING
48" TYPICAL
T&C JOINT
INT
(-TYPICAL)
GENERAL_ CROL;S SECTION NOTES
1. UNLESS OT4IERINISE SPECIFIED, ALL STEEL MUST COMPLY WITH
ASTM A,66, YIELD STRENG"TF-I = 36 KSI, AND COMPLY WI FFI AISC
2. ALL LAG SCREWS MUST COMPLY WITH ASTM A307.
3. SEE FOUNDATION PLAT; FOR PIER AND -TIE DOWN STRAPPING
LOCATIONS, ORIEN-FATION3, AND SPECIFICATION`.:,.
ZFIIP
2/12" MIN.
OPTIONAL.. TRUSS '+VIII -I SHINGLE. ROOF
/Z EXTERIOR WALL FINISH: .019 ALUM.
EXTERIOR WALL- >"TRUCTURAL BRACING
SIDEWALLS:
BRACING INSTALLATION:
STRUCTURAL- SHE.A1'HING SHALL CONSIST OF A
4' MINIMUM WIDTH GI-IEET Ex rENDINC;
CONTINUOUSLY FROM TOF' TO BOTTOM PLATE
WITH ALL SHEATHING EDGES EXTENDING 3/4"
MINIMUM OVER 2" NOMINAL. LUMBER OF ]"HE
SAME- SIZE. AND GRADE. AS EXTERIOR WALL
FRAMING. BRACING SHALL BE LOCATED AS CLOSE
TO EACH CORNER OF BUILDING AS POSSIBLE.
BRACING MATERIAL:
1/8" STRUCTURAL RED 'I FIERMO-PLY FASTENED
WITH 16 GA. X 1" X 1 I/4" STAPLES 3" O.C.
ON EDGES AND 6" O.C. IN rHE FIELD.
ENDWALL.S:
BRACING IN SFALLATION:
_TRUCTURAL- SHEATHING SHALL EXTEND CONTINUOUS
FROM TOP OF' TRUSS TOP CHORD TO 3/4" MINI1MUM
BELOW TOP OF RIM JOIST WI11-1 ALL SHEATHING
EDGES SUPPOR-TED BY 2" NOMINAL LUMBER OF THE
GRADE AS EXTERIOR WALL_ FRAMING.
BRACING; MATERIAL:
3/8" CDX PLYWOOD EXP -1 24/0 FASTENED
WITH 7/16" X 1 1/2" X 16 GA. STAPLES
3" U.C. EDGES. 6" O,C, FIELD,
C;E:`�IGN CRITERIA
SUCC
FLOUR LOAD 50 PSF LL
FLOOR LOAD 10 PSF DL
WIND LOAD 110 MPH
ROOF-: 20 PSF LL
ROOF 10 PSF DL
HEADER
2--2x1 SPF #
(IF" HEADER i`
WITHIN 3' OF
ENDWALL USE
2 --- 2xG SPF #
DOOR FRAMING
WINDOW FRAMING
U. 2"
--w 1P�
I 1/4"
CROSSMEMBER SECTION
FIRST 13',-4' IN FROM EACH ENDWALL
SHALL HAVE ROOF SHEATHING BLOCKED
BY 2x SPF #2 LUMBER & FASTENED
TO TRUSSES 2 1/2' U.C. ALONG PERIMETER
OF UNIT, 4" U.C. AL I- OTHER PANEL
EDGES. 6" O.C. FIELD.
HEADERS
2--2x4 SPF #2
(IF HEADER IS
WITHIN 3' OF
ENDWALL USE
2.--2x6 SPF #2)
PLATE
SPF fit
'LE STUDS
SPF #2
6" 0. C.
LISTING AGENCY
APPROVAL
THESE. PRINTS MM- Y WITH THE
FLORIDA MANUFACTURED BUILDING
ACT OF 1979 CONSTRUCTION CODES
AND ADHERE TO THE FOLLOWING
CF,ITERIA:
CONST. 'TYPE VI
OCCUPANCY —B
ALLOWABLE #
OF FLOURS 1
NJIRiD VELOCITY FIRE RATING OF
EXTERIOR 'HALLS 0
PLAN NO,
�J✓`-;12�}A99_-�
ALLOWABLE
FLOOR LOAD 50/10,0
APPROVAL DATE12/12/00
MANUFACTURER PER DCA LETTER
- FULL LENGTH 3/16" FILLET 'WELDS
ONE SIDE OF ALL FLANGES AND
WEBS AT ALL OUTRIGGERS AND
CROSSMEMBERS.
1--1/2"
- '12 CA. OU FTRIGGER 4
77
12 GA. CROSSMEMBER. -- L-
('10
BE LOCATED OPPOSITE 1 _..I /2"
OUTFZIGGE:R AS SHOWN)
QUJRIGGER SECTION
FRAME. DETAIL
cn
STAGGER JOINTS 48" O.0
ENDWALL
1/2" RATED SHEATHING, PLYWOOD TU BE
FASTENED -TO TRUSSES WITH N-•'17 STAPLES OR EQUIV.
(7/16" CROWN X 1 1/2" LEG X 16 GAUGE)
ROOF SHEATI-IING DETAII
A DIVISION OF THE SCOTSMA[l GROUF) INC.
l
' '
a
i
Y
f
[7
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