HomeMy WebLinkAbout608 Grovewood AvePermit # : C
Job Address:
Description of Work:
Historic District:
G rd I/a t„
CITY OF SANFORD PERMIT APPLICATION RECEIVED
rC Sf, �� I [�- Date:
itn 1orJ, I Z 3,Z rl rl 3 f r
Zoning: Value of Work: $ a 0 a C!�
Permit Type: Building X Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial
(
Occupancy Type: Residential Commercial Industrial Total Square Footage: `1 a
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #:
Owners Name & Address:
Contractor Name & Address:
Phone & Fax:
Bonding Company:
Address:
Mortgage Lender: .
Address:
Architect/Engineer
Address:
Contact Person:
(Attach Proof of Ownership & Legal Description)
r�Ire wC�J /7 VC .S") -C.-j P1 -32-77,
Phone: 40%• .3at Oil;7
State License Number:
Phone:
Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done 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: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
/i '/;Q 7 os
Signatu of (jwnerfAglbQv Date Signature of Contractor/Agent
13'rV,j, 10�r i lell�
Print , ne gent's Name Print Contractor/Agent's Name
Signature,&LXotaFy d _ _ _ _ Date Signature of Notary -State of Florida
Owner/
DEBBIE BLANTON
MY COMMISSION # DD 188491
e rsoii a l l y_ K r to,W to c1_0rVht50 P 007
—k --Fl 119927=1r;ffle eft Assoc/ -o
APPLICATION APPROVED BY: Bldg:
Special Conditions:
Contractor/Agent is
Ur _ Produced ID _
Zoning: Utilities:
(Initial & Date)
Date
Date
Personally Known to Me or
FD:
(Initial & Date) (Initial & Date)
L�
Owners of property when acting as their own contractor and providing direct, onsite supervision
themselves of all work not performed by licensed contractors, when building or improving farm
outbuildings or one -family or two-family residences on such property for the occupancy or use of such
owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to
exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or
lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such
structure by the owner -builder within 1 year after completion of same creates a presumption that the
construction was undertaken for purposes of sale or lease. This subsection does not exempt any person
who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The
owner may not delegate the owner's responsibility to directly supervise all work to any other person
unless that person is registered or certified under this part and the work being performed is within the
scope of that person's license. For the purposes of this subsection, the term "owners of property"
includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this
subsection, an owner must personally appear and sign the building permit application.
State law requires construction to be done by licensed contractors. You have applied for a permit under
an exemption to that law. The exemption allows you, as the owner of your property, to act as your own
contractor with certain restrictions even though you do not have a license. You must provide direct,
onsite supervision of the construction yourself. You may build or improve a one -family or two-family
residence or a farm outbuilding. You may also build or improve a commercial building, provided your
costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may
not be built or substantially improved for sale or lease. If you sell or lease a building you have built or
substantially improved yourself within 1 year after the construction is complete, the law will presume that
you built or substantially improved it for sale or lease, which is a violation of this exemption. You may
not hire an unlicensed person to act as your contractor or to supervise people working on your building. It
is your responsibility to make sure that people employed by you have licenses required by state law and
by county or municipal licensing ordinances. You may not delegate the responsibility for supervising
work to a licensed contractor who is not licensed to perform the work being done. Any person working
on your building who is not licensed must work under your direct supervision and must be employed by
you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation
for that employee, all as prescribed by law. Your construction must comply with all applicable laws,
ordinances, building coddees i and zoning regulations.
I, �3rI a, /3 -/, c ( T'� e / J , do hereby state that I am qualified and capable of performing the
requested construction involved with the permit application filed.
I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work
allowed by law on the permitted structure.
, q1 -7 , 9/a6,
Own ilde i . ature Date
r 13u,c���d
Print wnerBuilder Name
Sign f Notary—State of Florida Date
DEBBIE BLANTON
O r �yC NMgR tt9MWo has
Prod
RES: rebruary 25, 2007
__
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
http://www.scpafl.org/pls/web/re_web. seminole_county_title?parcel=10203050500000130... 8/8/2005
DAvin JOHNSON, CFA, ASA
PROPERTY
12
APPRAISED
D c ;., ,.4
SEMINOLECOUNTY FL_
.33 ,
1101E. FiRsT ST
SANFORD, FL 32771-1468
y 31 QqL
j
407-665-7506
23
27
2005 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
10-20-30-505-0000
Number of Buildings: 1
TDistrict: S1 SANFORD
Parcel Id: 0130 ax src:
Depreciated Bldg Value: $93,750
Owner: BURCHFIELD Exemptions: 00-
Depreciated EXFT Value: $0
BRYAN P HOMESTEAD
Land Value (Market): $21,000
Address: 608 GROVEWOOD AVE
Land Value Ag: $0
City,State,ZipCode: SANFORD FL 32773
Just/Market Value: $114,750
Property Address: 608 GROVEWOOD AVE SANFORD 32773
Assessed Value (SOH): $73,862
Subdivision Name: GROVEVIEW VILLAGE 1 ST ADD REPLAT
Exempt Value: $25,000
Dor: 01 -SINGLE FAMILY
Taxable Value: $48,862
Tax Estimator
SALES
2004 VALUE SUMMARY
Deed Date Book Page Amount Vac/Imp
WARRANTY DEED 07/1994 02814 1040 $73,400 Improved
Tax Value(without SOH): $1,605
WARRANTY DEED 05/1990 02185 0528 $72,000 Improved
2004 Tax Bill Amount: $957
QUIT CLAIM DEED 08/1986 01767 1798 $100 Improved
Save Our Homes (SOH) Savings: $648
WARRANTY DEED 11/1985 01687 0730 $63,500 Improved
2004 Taxable Value: $46,711
WARRANTY DEED 10/1983 01495 0910 $55,900 Improved
DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS
Find Comparable Sales within this Subdivision
LAND
LEGAL DESCRIPTION PLAT
Land Assess Frontage Depth Land Unit Land
Method Units Price Value
LEG LOT 13 GROVEVIEW VILLAGE 1 ST ADD
REPLAT PB 26 PGS 4 TO 6
LOT 0 0 1.000 21,000.00 $21,000
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New
1 SINGLE FAMILY 1983 6 1,396 1,933 1,396 CONC BLOCK $93,750 $102,459
Appendage / Sgft OPEN PORCH FINISHED / 12
Appendage / Sgft GARAGE FINISHED / 525
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad
valorem tax purposes.
*** If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value.
http://www.scpafl.org/pls/web/re_web. seminole_county_title?parcel=10203050500000130... 8/8/2005
LOT Q.
REYPLAT OF G ROVEVZE'W VILLAGE ,FIRST _ ADDITION,
AS RECORDED IN PLAT BOOK 26, PAGES 4-6,
- • PUBLIC RECORDS OF SEM11VOLE. COUNTY," FLORIDA.
/y
,- - 1
.. ,��o • °; 03, � � ,�'y/. 1 I -. D 2,
-e- rrr ,uw^• .ate 2 AX 1� +e..y ^�' � � '. �'
r x.,-liRl
�cbj IAT 13 h,..
Abavr Ground Pool I u 4
�I
GI
Found
N 61'27'00' W
GROVEWOOD AVENUE
1
NOTESI
L ACCORDING TO THE NATIONAL FLOOD INSURANCE RATE HAPS, IT IS MY
OPINION THAT THE BUILDING SHOVgN pHEREON DOES NOT LIE WITHIN
THE 1.00 PURSUANT FIRM PRONE N 1 029N4 00032, FF ECTWITHIN LIVE OOD9/117/00,
^c IMPROVEMENTS SHOWN HEREON WERE LOCATED AT GROUND LEVEL,
SUBSURFACE AND/OR AERIAL IMPROVEMENTS OR CNCROACHMENTS, IF
ANY, WERE NOT LOCATL-D,
3. NO SEARCH OF THE PUBLIC RECORDS WAS MADE DY THIS SURVEYOR,
THE LEGAL DESCRIPTION AND OTHER PERTINENT INFORMATION SHOWN
HCRWN IS AS PROVIDED BY THE CLIENT, RECORDED DIRECTIONS AND DISTANCES
ARE SUBSTANTIALLY 111E SAME AS FIELD MCASUkU UtILESS UTHERVISE SIIDVH,
4. THE WFORHATION SHOVN HEREON IS NUT TO BE USED FOR CONSTRUCTION
PURPOSES, LOT LINES ARE NOT TO PC REESTABLISHED FROR TIES TO
THE IMPROVEMENTS SI4OWN HEREON.
S. THIS SURVEY li PREPARED FOR THE SOLE AND EXCLUSIVE BENEFIT OF
THOSE PARTIES NAMED BELOW AND IS NOT TO IF, RELIED UPON BY ANY
rn
__-_ - I _
NOTEi FLORIDA PQWER ESM'TS PER O.R.
1307, Pp 121,
I HEY -11Y CERTIFY THAT THIS 'SKETCH W RECORD SURVEY
TO IHC DEST OF 14Y KNOVLEDGt AND BELIEF, MEETS
THE HINIMIH TECIWICAL STANDARDS SET FORTH BY
THE FLORIDA BOARD OF LAND SURVEYORS, IN CH4'TER
2114{-� FLORIDA ADRINtiTRATIVE CODE, PURSUANT TO
SECTIGN 472A27 OF THE FLORIDA STATUTES.
L.T. 43681 STATE OF FLORIDA
COPIES ARE NOT VALID UNLESS SIGNED AND EUDOSSED
WITTI THE RAISED SEAL OF THIS SURVEYOR
CCRTI �xCLU11V Y mEKED liRliN SEXTON be SUSAN I,OUISE SEXTON 'r)apr'vz7x ✓. .r'U2f'Cls
CULTATLANTIC TITLE AGENCY (LY 1964 JL) 14110yrional Land swwyor
,49ERICAN PIONEER TITLE INSURANCE, CO. K76 Boor GYreb G'1'rol'o
THE MONEY SOURCE, INC. Ivinfrr Slnring �L 9Yy0d
INLAND MORTCACE CORPORATION _ Tol. Ia: say 365 -PFFD
TEC-TVP-RGE FIELD SURV Y� DISK No. JFALE: SNC[h 1 JOB NO,
10-20--30 DATE 11720/93 4D0 I 1 X20' of 1 93-11-76
Found 4x4
cont Mon
Voed T '
Ffner -�
rlyi'�
r {ati
e
f
asci' 12-�
r
�I
GI
Found
N 61'27'00' W
GROVEWOOD AVENUE
1
NOTESI
L ACCORDING TO THE NATIONAL FLOOD INSURANCE RATE HAPS, IT IS MY
OPINION THAT THE BUILDING SHOVgN pHEREON DOES NOT LIE WITHIN
THE 1.00 PURSUANT FIRM PRONE N 1 029N4 00032, FF ECTWITHIN LIVE OOD9/117/00,
^c IMPROVEMENTS SHOWN HEREON WERE LOCATED AT GROUND LEVEL,
SUBSURFACE AND/OR AERIAL IMPROVEMENTS OR CNCROACHMENTS, IF
ANY, WERE NOT LOCATL-D,
3. NO SEARCH OF THE PUBLIC RECORDS WAS MADE DY THIS SURVEYOR,
THE LEGAL DESCRIPTION AND OTHER PERTINENT INFORMATION SHOWN
HCRWN IS AS PROVIDED BY THE CLIENT, RECORDED DIRECTIONS AND DISTANCES
ARE SUBSTANTIALLY 111E SAME AS FIELD MCASUkU UtILESS UTHERVISE SIIDVH,
4. THE WFORHATION SHOVN HEREON IS NUT TO BE USED FOR CONSTRUCTION
PURPOSES, LOT LINES ARE NOT TO PC REESTABLISHED FROR TIES TO
THE IMPROVEMENTS SI4OWN HEREON.
S. THIS SURVEY li PREPARED FOR THE SOLE AND EXCLUSIVE BENEFIT OF
THOSE PARTIES NAMED BELOW AND IS NOT TO IF, RELIED UPON BY ANY
rn
__-_ - I _
NOTEi FLORIDA PQWER ESM'TS PER O.R.
1307, Pp 121,
I HEY -11Y CERTIFY THAT THIS 'SKETCH W RECORD SURVEY
TO IHC DEST OF 14Y KNOVLEDGt AND BELIEF, MEETS
THE HINIMIH TECIWICAL STANDARDS SET FORTH BY
THE FLORIDA BOARD OF LAND SURVEYORS, IN CH4'TER
2114{-� FLORIDA ADRINtiTRATIVE CODE, PURSUANT TO
SECTIGN 472A27 OF THE FLORIDA STATUTES.
L.T. 43681 STATE OF FLORIDA
COPIES ARE NOT VALID UNLESS SIGNED AND EUDOSSED
WITTI THE RAISED SEAL OF THIS SURVEYOR
CCRTI �xCLU11V Y mEKED liRliN SEXTON be SUSAN I,OUISE SEXTON 'r)apr'vz7x ✓. .r'U2f'Cls
CULTATLANTIC TITLE AGENCY (LY 1964 JL) 14110yrional Land swwyor
,49ERICAN PIONEER TITLE INSURANCE, CO. K76 Boor GYreb G'1'rol'o
THE MONEY SOURCE, INC. Ivinfrr Slnring �L 9Yy0d
INLAND MORTCACE CORPORATION _ Tol. Ia: say 365 -PFFD
TEC-TVP-RGE FIELD SURV Y� DISK No. JFALE: SNC[h 1 JOB NO,
10-20--30 DATE 11720/93 4D0 I 1 X20' of 1 93-11-76
LT 13
R�pLA
CROVEV,�,E1�' VILLAGE FIRST ,ADDII'Io.N
T
S JWOJWZD IN PLAT BOOK 2s, PADI{s. 4-s, .: ��._�.......:
' - PuBlI'C RECORDS OF sEmi voLg COilNTY,-' FLORIDA:
} 1x inn^ i.•r::•:�_ ..�-r+"•
"��L �9 .• .,i�11'lwai'�yr V► •itS` Ntlr �.eYr�'<'ro�q w r� � 'Y,,0t /� ..�/
Y �t �9,.inivdY+.•+� "''¢yff y`j'Ii�K �t ` :`.�'- / �:L'
' �� T�r�•' k ? �,�t � b � 75{ {�O� /..:'•: ��/��/' r Yet :h .9
t
LOT 13 :: �' ...'..
\ Clwln Link /// Above Ground 'root....a .
Fence 4 r 4 Shown
II I�
Naa
Found 4x4ts 1 T 1
Conc Non.' ,. - %� . �'°,. ,•t` 20 7 g•,�.wr-.. g 'its'-: -
Y.>+t •s§t4;:''t ��� vl;,+T E:OnC w�,y.. 1,1,'.,xi Yt,.fmllafi o •,•n"i
_ ..� r r• s sC ^$csys.,r=-ac,c�s y . �w� aD
^ WObd ::+fir- D;7 v b �•, lir`,i au"rr r« s n •m . J % z iu u �++i JL9a e3ax'^1nrsuT"'
'te: _ ; • ,mow.. L� t ,�` .�� r �
3.1 a s,wn•+:cw•caewyt . F WOOd Zd`y+.
^.°FQnC!_'."'L
- { ''J'.•e'ii'`yr��: ; 1'�' yW.. . . ti::J.vi.l(+,p1cY.�IrRi7Ai1�,� fP�;fl?�^ 'T.'_�1
,RESIAENCE�-`:-Cu.:::�a:....•'i:�,y. .. ,;c:w':•.,...r.-:_•e.
� ac•"}>;w'"� ,: i{c:.: ; Pj`:"44::'"Y: -' ..,�i,.;-. .c.'.�~' ;. •:.: flrs': >:. :+T�:'''7•S;r✓1.7:
n .�1:�.` .+"Mli; ,+ ^t..,. ".^,t'^1 !t'.•.�p+` !91 y171 s
.. ',
• �M,y „ � �•I A' !-,���`�,�: s."^+E1j..1._.."�.'�",�!-. - ..K'C'^i!`n;',^:�:.. �F..S'.:yQY-� Y
?Yr ;A
�;r`rr
22,10' 2a 3,lis
S� �
�D. ( 3' COhc
N ( Vnik
10' FLORIDA POWER ESH'T
136,74' 4' Conc Walk
FouMR" Y B Oon
2108JOS N 81'27'00" W 104.81' : PLAN ( ) c
iyplcal) • icvvl:i
N F
W SANFORGR vE oaD
PJA
NIT
NOTEi FLORIDA POWER ESM'TS PER O.R.
l 1387, Pg 121,
ti➢IESI
4 ACCORDIND TO THE NATIONAL FLOOD INSURANCE RATE HAM IT IS MY
OPINION THAT THE FUILDINO
SHOWN HEREON DOES MDT LIE VITHIIN
THE IOD TEoDE2NpOOS WITHIN FLOOD z/PURSUANFIRM PANEL N 102OSB, EFFECTIVE 9Nro'
8 IMPROVEMENTS SHOWN HEREON WERE LOCATED AT GROUND LEVEL,,
SUBSURFACE AND/OR AERIAL IMPRDVEHENTS OR ENCROACHMENTS, IF
ANY, VERs NOT LOCATED.
3. NO SEARCH OF THE PUBLIC RECORDS WAS MADE BY THIS SYMRVEYOR,
THE LEGAL J)ESCRIPTIDN AND OTHER PERTINENT INFORMATION SHOWN
"LRLUN is AS FRdViDED BY THE MICKY, RECORDED BIRECTWNS AND DISTANCES
ARE SOOSTWTIALLY TIC SAME AS FIELD MEASUkED UIILESS UTHERVISE SHOWN,
4. THC INFORMATION SHDVN HEREON IS NOT TO BE USEn FOR CONSTRUCTION
PURPOSES: LOT LINES ARE NOT TO BE REESTABLISHED FROM TIES TO
THE IMPROVEMENTS SHAWN HEREON.
S. THE$ SURVEY 1$ PREPAREb FOR THE SOLE AND EXCLUSIVE BENEFIT OF
THOSE PARTECS NAMED BELOV AND IS NUT TO BE RELIED UPON BY ANY
ERTRR�1N7�YS'EXTON do SUSAN LOUISE SEXTON
GULTATLAA71C TITLE AGENCY (LM 1964 A)
AAfERICAN PIONEER TITLE INSURANCE, CO.
TML'' NON,B'Y SOURCE, INC.
INLAND MORTGAGE CORPORATION _
SEC-TVP-RGE FIELD SURV Yt DISK NO, -
10 -20 -so DATD 111201193 Soo
T HEREBY CERTIFY THAT THIS IWETCH OF RECORD SURVEY
TO THE REST OF HY KNOVLEDGE AND BELIEF, MEETS
THE MINIMUM TECIDIICAL STANDARDS SET FURTH BY
THE FLORIDA BOARD OF LAND SURVEYORS, W CHAPTER
>:1141-4 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO
SECTION 471;0V OF THE rUIRMA TTATtRFR
L.S, 13681 STATE OF FLDRIDA
COPIES ARE NOT VALID UNLESS SIGNED AND EUDOSSED
WITH THC RAISED SEAL OF THIS SURVEYOR
rXava�x ✓. �JgANcfs
piv�ir:sbnal Lanai Surw.Pvr
Y3s Paor GYrek cvrvu
►'inter spring �L .9,:P709
7b1,!bs OOy SCS—"em
VALV SHEET. JOB ND.
1 —,?0 or. I 93-11--76
P(
Z, -
STATE OF FLORIDA
DEPARTMENT OF COMMUNITY AFFAIRS
"Dedicated to making Florida a better place to call home"
JEB BUSH
Governor
Certification Number: MFT -114
Manufacturer: Lark Builders, Inc.
Address: P. O. Box 629
Vidalia, GA, 30475
Expiration: December 16, 2007
Certified for Manufacturing: Storage Sheds
THADDEUS L. COHEN, AIA
Secretary
This will confirm that Lark Builders, Inc. is certified to manufacture manufactured
(modular) buildings, as defined by Rule Chapter 913-1, FAC, and Chapter 553, Part I, FS,
for location or sale in the State of Florida. The condition of this certification is limited to
authorization specified in the above references. Each building shall bear a State Insignia
located on the electrical panel box cover.
This certification renewal shall be for a period of three years, as indicated above. The
manufacturer will receive a renewal notice by E-mail, generated by the Building Code
Information System (BCIS) 90 days prior to expiration of this notice. The manufacturer
must submit the information required in s. 553.381 F.S. and Rule Chapter 9B-1.007 FAC
online at www.floridabuilding.org.
If you have questions regarding licensing requirements for site -related permits for
installation of manufactured buildings, you may contact us, your local building
department or the Department of Business and Profession Regulations at (850) 487-1395.
Sincerely,
�1
Michael D. Ashworth
Program Manager
Manufactured Buildings Program
Building Codes & Standards
Phone: .850-92Z-6075..---
FAX:
50-92 -6075..___FAX: 850-414-8436
cc:NDI
2666 SHUMARD OAK BOULEVARD • TALLAHASSEE, FLORIDA. 32399.2 100
Phone: 850.488.8466/Suncom 278.8466 FAX: 850.921.0781/Suncom 291.0781
Internet address: httD://www.dca.stateJI,us
CRITICAL STATE CONCERN FIELD OFFICE COMMUNITY PLANNING EMERGENCY MANAGEMENT HOUSING & COMMUNITY DEVELOPMENT
2796 Overseas Highway, Sure 212 2558 Shumard Oak Boulevard 2555 Shumerd Oak Boulevard 2555 Shumard Oak BoWevard
Marathark FL 33050-2227 Tellahessee, FL 32399-2400 Tallahassee, FL 32399-2100 Tallahas6e8, FL 32399-2100
(306)289-2402 (SW)488-2356 (850)413-9969
(850)488-7955
STATE OF FLORIDA
DEPARTMENT OF COMM UNITY AFFAIRS
"Dedicated to making Florida a better place to call home"
JEB BUSH STEVEN M. SEIBERT
Governor
Secretary
MEMORANDUM
TO: Building Officials, Manufacturers and Agencies
FROM: Ila.Jones, Department of Community Affairs
RE: Requirement for Raised Seals for Manufactured Buildings/Sheds
DATE: March 15, 2002
The Florida Building Code does not require original signed and sealed plans be submitted to the
local building department to obtain a permit for installation or erection of a closed structure
manufactured in a manufacturing facility. The insignia issued by the State verifies the plans have
been reviewed and the buildings inspected for compliance by the State and determined to comply
with applicable codes.
The State of Florida maintains a set of sealed plans reviewed and approved by a Florida licensed
Modular Plans Reviewer and inspection reports conducted at the manufacturing facility by
Florida licensed Modular Inspectors. The manufacturer should supply a copy of the approved
plans with the permit application.
You may also review the approved plans by accessing the Florida Building Code Information
System website at( www.floridabuilding.org), Manufactured Building Program.
Site -related installation requirements (foundation, etc.) are specifically and entirely reserved to
the local authority.
If you need additional information, please do not hesitate to contact me at 850-922-6091 or
e-mail: ilaJones dca.state. fl.us
2555 SHUMARD OAK BOULEVARD • TALLAHASSEE, FLORIDA 32399-2100
Phone: 850.488.8466/Suncom 278.8466 FAX: 850.921.0781/Suncom 291.0781
Internet address: hItp://www.dca.state.f1.us
CRITICAL STATE CONCERN FIELD OFFICE COMMUNITY PLANNING EMERGENCY MANAGEMENT HOUSING d COMMUNITY DEVELOPMENT
7%, Overseas Highway, Sure 212 2555 Shumard Oak Boulevard 2555 Shumard Oak Boulevard 2555 Shumard Oak Boulevard
maralhon, FL 33050-2217 )allahassee, FL 32399.2100 Tallahassee: FL 32399.2100 Tallahassee, rL 32399.7100
(305) 289.2402 (850) 488.2356 (850) 413.9369 (850) 488.7956
i
1
I
MAS TER PI.04N
SINGLE WIDE
130 M.P.N.
I.
THIS STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE
_i
200( EDITION OF THE FLORIDA BUILDING CODE (FB.C.).
d
WIND LOADING DESIGNED N ACCORDANCE WITH ASCE-1-98.
2
ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE
_
CODE AND ALL OTHER APPLICABLE LOCAL CODES AT THE TIME OF MANUFACTURE.
- 3.
WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.
e t.
OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LINTS SHOWN BUT
.
MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED.
5,
LUMBER SHALL BE SOUTHERN PINE 12% - 5% MOISTURE CONTENT
GRADE 42 (Fb FOR 2xt = 1500 PSI_ AND FOR 2x(. = 1250 PSI)'
GRADE N3 (Fb FOR 2xt = 850 PSI AND FOR 2x( = 150 PSI)
OR SPRUCE PINE FIR GRADE r2 (Fb FOR 2x1 = 15-15 PSI)
SPRUCE PINE FIR GRADE 02 SHALL BE USED FOR WINDOWS SILLS ONLY
G.
ALL LUMBER IN CONTACT WITH MASONRY OR EARTH SHALL BE PRESSURE TREATED.
1.
TRUSS DESIGNED TO SUPPORT OL. • LL. = t0 PSP.
6.
NOT USED
9.
SEISMIC PERFORMANCE EXPOSURE GROUP L CATAGORY-- A-
O.
HANDICAP ACCESS TO BUILDING S FIELD "STALLED• BY OTHERS AND SUEUECT
m
10 LOCAL JURISDICTION APPROVAL.
1-
ALL ALUMINUM TO BE 3005-3405 ALLOY WITH 32,000 PSI MINIMUM YIELO STRENGTH.
- 12.
ROOF SLOPE SHALL BE 3 TO 12 WHEN SHINGLES ARE APPLIED. ROOF SLOPE FOR
-
METAL ROOFS SHALL MEET MANUFACTURER'S RECotYMENOAT6ONS.
- 13
ROOF SHALL HAVE THE SAME SPACING AS THE WALL STUDS AND SHALL BE
LOCATED DIRECTLY OVER THE WALL STUDS.
11.
ROOF ALTERNATE , 0.0(9' ALU INL(l OVER PLIM-O00 SHEATHING MAY BE USED AS
A METAL ROOF.
'5
OPTIONAL. EXTERIOR WALL COVERINGS NCL" CORRUGATED ALU1rMM. MASA ALUIINUr'I.
I' LAP ALUMINUM. 5/8' P.T. TI -1 SIDING. VINYL SIDING WITH ENERGY BRACE BACKER. AND
-FLEKO' STUCCO ON '5/b' DENSE CLASS GOLD.
K.
OPTIONAL EXTERIOR ROOF COVERINGS INCLUDE ALUfiINLO OR SHINGLES OVER 5/6'
-
- PL.YW000 WITH 2 LAYERS OF 5 LB. FELT.
11
TtE-DOWNS SHALL MEET THE REOUREMENTS OF ALL APPLICABLE LOCAL CODES.
U8.
ALL DOORS SHALL BE ABLE TO BE OPENED FROM THE EGRESS WE WITHOUT THE USE
-
OF A KEY -
M
DOOR SHALL Be 2-1/1" x J1W ALUMINUM EXTRUDED. FRAME 44TH AN ALUMINUM PANEL
INSERT. ALUMINUM 1911 AND ALUMINUM PIANO HINGE ATTACHED WITH ALUMINUM METS.
DOOR SHALL BE ATTACHED TO VERTICAL 2x1.OPTDNAL DOORS INCLUDE DOUBLE
.-...._..,. .-._ . ..-.:
PR-u�nNz FFI CT0-OO-FS. TrpG c»F; L�!�!,NT!TY-',-
ALLQSM#M t _ QRS. C-ARArG.LY KS: �.un G
_ _.. _.
AND LOCATION MAY VARY.
20.
BUILDING IS CLASSIFIED AS LIGHT COMMERCIAL STOKi( -75/125 PSf. FLOOR LIVE LOAD.
(NOT FOR HABITATION)
21.
ALUMINUM WINDOWS - TYPE. SIZE. QUANTITY. AND LOCATION MAY VARY. -
22.
ALL FASTENERS INTO PRESSURE TREATED LUtWK SHALL BE HOT DIPPED GALVANIZED
FASTENERS.
WITH
•e
L CTRIC4.L NOMB
a.. Li1r �.ry..«ta.
a a«Trt.x..�.�.14
'A/Lre«6c OAe.ia
s
w -j so
JRvJfrelYef w.li6
Nfrl--a31�
14 4z
App.rd deLde Oaesrwe Ie« ret
A , —App+.e - p D-I6.ml-
�..� ebe eyaeo.ro .Feppfo6f c
Ser. L.n
NDI
"APPROVED"
DOCUMENT
Date T/6 Ammon No #--3 4
Approvod By RICHARD LBULLOC—K
_ >� &",,4LO
NIOC:,..;r building plans Examiner
Florida CMiflCafo SMA 003
I. WHEN AIR CONDITIONING IS INSTALLED IN THIS 8UIL LING, 11 SHALL BE THE
RESPONSt<Y OF THE HVAC CONTRACTOR AND ELECTRICAL CONTRACTOR
TO VERIFY WIRE AND BREAKER SIZES FOR ACTUAL HVAC UNIT(S) INSTALLED
ALL WRING TO BE N ACCORDANCE WITH THE NATIONAL ELECTRIC CODE.
2, FLEXIBLE CONDUIT FOR LIGHT FIXTURES.
3 EACH CIRCUIT IS TO HAVE CONTINUOUS SOLD COPPER NSIR-ATED
GROUND. WIRE CONNECTED TO EO" MENT GROUND BAR N THE
MAN DISTRIBUTION PANEL.
1. EOUIPMENI GROUND BAR N MAIN OiSTRIBUTION PANEL IS TO BE
GROUNDED TO MINI IuM 10"-0' COPPER CLAD EARTH ORIVEN ROD
WITH GROUNDING CLAMP APPROVED FOR OIRECT BURIAL.
5. ALL CONDUIT TERMINATIONS OF I' OR LARGER ARE TO HAVE PLASTIC
INSULATED BUSHINGS.
6. ALL ELECTRICAL WORK IS TO BE IN ACCOKOANCE WITH THE NA104AL
ELECTRICAL CODE (NEC). LIFE SAFETY CODE (NFPA 101). LATEST EDITIONS.
1. HVAC EQUIPMENT SHALL BE- PROVIDED WITH READILY ACCESSIBLE
DiSrANNECTS ADJACENT TO THE EOU4'MENT SERVED. A Lr4T SWITCH
WITH A MARKED OPP' POSITION THAT IS--PART-OF THE HVAC EOUPMENT
SHALL BE PERMITTED AS THE DISCONNECTING MEANS ONLY WHERE
OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY
ACCESSIBLE CIRCUIT BREAKER
6. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE NTERRUjPTING
RATING OF THE MAN BREAKER CRUST BE DESIGNED AND VERIFIED AS BEING
N COMPLIANCE WITH SEC. 10-9 OF THE NEC BY A LOCAL ELECTRICAL
CONSULTANT.
9. THE MAN ELECTRICAL PANEL, FEEDERS. POI-fF HOOK-UP TO BUILDING
(INCLUDING ALL DISCONNECTS. OVERCURRENT DEVICES, PANELS,
GROUNDING. ETC.) is DESIGNED BY OTHERS, SITE INSTALLED- S(JBJECT
TO LOCAL JURISDICTION APPROVAL.
SITE INSTALLED ITEMe
.. _ .. AAAA.__..., _..,-_.
NOTE THAT THIS LIST ODES NOT NECESSARLY LI'iT THE ITEMS t7F WORK
AND MATERIALS THAT MAY BE REOUIRED 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. ELECTRICAL SERVICE HOOK-UP (INCLUDING FEEOERS) TO THE BL&MG.
DING CODE FOR A 'E
SECOND GUST OF 130 MP.H.
OATE1 2-221
ORA4Fl BY, RCR
CF(ECKEO BYE FSC
SCALE NO SCALE
WD. NO: 12-036
SHEET
1
_i
d
Li
r ,n
��qg
02 0
1
co A
li j
.
�
0
°C r
M
u N
yuS
m H Q N
®
x IL r
\ IL v N
m
_ r
<
P
m > v
OATE1 2-221
ORA4Fl BY, RCR
CF(ECKEO BYE FSC
SCALE NO SCALE
WD. NO: 12-036
SHEET
1
o?
J
j
02 0
1
co A
Zv
00
�
OATE1 2-221
ORA4Fl BY, RCR
CF(ECKEO BYE FSC
SCALE NO SCALE
WD. NO: 12-036
SHEET
1
53
1
v°
OATE1 2-221
ORA4Fl BY, RCR
CF(ECKEO BYE FSC
SCALE NO SCALE
WD. NO: 12-036
SHEET
1
wvocw MIGHT. 2.1 VERT.
WA STUD
140N AND
WANTITY t�W( VARY '32'Mwgijit ro-
47 ,
AN�10 ARE OPTIONAL MAXIlLtl 6�iX
MIGHT- DOOR
LOCATION My vkpy
SEE
VARIOUS
r_ SEE IIA90-IS CIO
VA
SEE WALL SECTIONS
END t-I&LL SCcTms
S ro,
>WALL SECTIONS For, "TH D"S'
.,r,T L L
VERTICAL WALL 0" FOR G UMT
STUD LOC, �Iff VIEC1414G
LOCATION AND 4W-0- Door, MAX
FOR W WTS
.'.0
SECTIONS
'/' "- F
ZF CPLYWOODj MAX1A IT
L
?X -i P.T. -52, M11"Itum, 60'
SOLE MATE MAX"rG-0-
HEIGHT. Door,
LOCATION MAY VARY
uP
MAX
OPTIONAL ELECTRIC To EACH ut4T
FIELD CONNECTED FROM EXISTING
M" SOWCE TO L94T
FLOOR PLAN 66' OR 8' UNIT)
N -TS.
2x1 or, 2x6 sm RAIL
1x6 SKIO SEE CHART 5
fi SHEET A-2
Z ^511k
2XI or 2XG
JOISTS AT
<
m W O.C. we
CHART 3/A-2
(n
4 SEE CHART 3
A-5
aI SHEET A-2
r3 -IX6 sw
KA$F
6'-O- TO 50`01 MAX
I
fB
4
it
NDI
T`rPICAL, "APPROVED"
FOR A SINGLE WIDS UNIT DOCUMENT
SCALE! N.TS.
WINDOW HEIGHT.
Zxi VERT.
APProved BY RICHARD L BULLOCK
< IU
QUANTITY MAY "'R.
L?
Z
AND ARE OPTIONAL
tu
MIGHT. P"
Modular ISWIding Plans Examiner
SEE ENOSECTIONS
Florida Certificate SMP 003
WALL SECTIONS
SECTIONS F09WTH
4G PLYWOOD
*5' MAX. LG, TO 24,
,>WALL
VERTICAL WALL
FL VECNNG
X: Z9
*5
601
4-01
POOR
MAY VARY
WP
4-0, TO 50'-01 MAX
ly
tu M
fy
12 27 >
NDI
T`rPICAL, "APPROVED"
FOR A SINGLE WIDS UNIT DOCUMENT
SCALE! N.TS.
Date 266L—Plcn No Liz -031-
WINDOW HEIGHT.
Zxi VERT.
APProved BY RICHARD L BULLOCK
< IU
QUANTITY MAY "'R.
L?
Z
AND ARE OPTIONAL
tu
Date 266L—Plcn No Liz -031-
WINDOW HEIGHT.
Zxi VERT.
APProved BY RICHARD L BULLOCK
WALL STIR
QUANTITY MAY "'R.
32, fillo-4tt 60,
AND ARE OPTIONAL
Z
MIGHT. P"
Modular ISWIding Plans Examiner
SEE ENOSECTIONS
Florida Certificate SMP 003
WALL SECTIONS
SECTIONS F09WTH
4G PLYWOOD
*5' MAX. LG, TO 24,
,>WALL
VERTICAL WALL
FL VECNNG
fa
*5
NOTE -
ALL tLtCTMAL to-vMNT SHowN Is REV BY DATE
OPTIONAL AND LOCATUNS MY WT.
OPTIONAL ELECTRIC TO EACH LMT
MLD ffon
fGW:9 SOURCE TO'UNIT
DATE 2-2.2-02
Dr," BY, rlc4v
FLOOR PLAN (10' TO 13'- 5 UN I TS) cHcaep by, FSC
N -TS.
SCALE, AS NOTED
W- NO, I 12-036
SHEET
THESE PLAN5 UERE DESIGNED IN ACCORDANCE-VITH THE- 2001 FLORIDA WILDR,* CODE FOR A THREE SECOND GJ5T.0F 130 MPA
WINDOW HEIGHT.
Zxi VERT.
LOCATION AND
WALL STIR
QUANTITY MAY "'R.
32, fillo-4tt 60,
AND ARE OPTIONAL
KA)~ G -O'
MIGHT. P"
LOCATM MAY VARY
SEE ENOSECTIONS
SEE VARIOUS CW
WALL SECTIONS
SECTIONS F09WTH
4G PLYWOOD
DOORS. 6,01
,>WALL
VERTICAL WALL
FL VECNNG
0" MAXIIIUM-
STUP LOCATION
2XI f.T- tw4xim,
SOLE PLATE MAX"
"EIGHT.
LOCATION
601
4-01
POOR
MAY VARY
WP
4-0, TO 50'-01 MAX
NOTE -
ALL tLtCTMAL to-vMNT SHowN Is REV BY DATE
OPTIONAL AND LOCATUNS MY WT.
OPTIONAL ELECTRIC TO EACH LMT
MLD ffon
fGW:9 SOURCE TO'UNIT
DATE 2-2.2-02
Dr," BY, rlc4v
FLOOR PLAN (10' TO 13'- 5 UN I TS) cHcaep by, FSC
N -TS.
SCALE, AS NOTED
W- NO, I 12-036
SHEET
THESE PLAN5 UERE DESIGNED IN ACCORDANCE-VITH THE- 2001 FLORIDA WILDR,* CODE FOR A THREE SECOND GJ5T.0F 130 MPA
JIL
Z
IL
NOTE -
ALL tLtCTMAL to-vMNT SHowN Is REV BY DATE
OPTIONAL AND LOCATUNS MY WT.
OPTIONAL ELECTRIC TO EACH LMT
MLD ffon
fGW:9 SOURCE TO'UNIT
DATE 2-2.2-02
Dr," BY, rlc4v
FLOOR PLAN (10' TO 13'- 5 UN I TS) cHcaep by, FSC
N -TS.
SCALE, AS NOTED
W- NO, I 12-036
SHEET
THESE PLAN5 UERE DESIGNED IN ACCORDANCE-VITH THE- 2001 FLORIDA WILDR,* CODE FOR A THREE SECOND GJ5T.0F 130 MPA
SKID �.;4YOUT
IS P.S.F. LIVE
LOAD SYP02.
SUBNOTE 2 OF THE 2001 FL OKDA BUC:ONG CODE
STUD CAtADE
IZ5_ PSF: LI1/E
10,4Q SYP Z
`
STUD
WIDTH JOISTS . .A B
WIDTH JOISTS
A 6
IN INCHES
6'-0' .. 2x1 AT Yo'.aG . 115" 13'
6'-0', 2x1 AT Yo' OAC:
H5' 13'
130 Mi.
O' O' 2x1 AT Yo' OC.** 6' 64'
8'-0' 2x6 AT W OC..
W M-.1
a
01-0' 2x6. AT Yo' OG 6- 81-
D'-0' 2x6 AT IC O.C.
IB' M,
f=0" 2x6 AT IG' O.0 24- 81`
f -O 2x6 AT IC OC.
21' 64'
C-8' 2x6 AT IG' O.G. 28" 81"
1-8" 2x6 AT IG' O.C.
28" b1"
S.YP. •2 AT IG' O.C.
13'-O" 2x6 AT 16' O.G. 36' 84`
M3 O- 2x8 AT IG' O.C.
9'-1•
fi'-8" 2x6 AT Yo' O.0 10. 81'
13'-8" 2x8 AT W. O.C.
10' 8Y
T 6'-O' UNIT t1AY USE 2x4 SYP 193 * G' -O- UNIT MAY USE 2x1.SfP n3
J� THESE UNITS MAY USE 2x6 SYP u3
j:.i -
A 8 A
LUTH
- -
-
�.
O
CHART
K F
- 2x6 OR 2x1
R/1 JOIST -
n
NOTCH OR GADO 11/2' WIDE x 1 1/2' DEEP
AT IG' O.C. FOR FLOOR JOIST ENTIRE LENGTH
OF SKID.
Set DeTAfLs
A/A-5 ktV S/A'S aKI.D DrSTAIL,
SCALE- NTS
1xG SYNQ SKIDS LOTH
1 1/2' WIDE 11/2' DEEP
NOTCHES AT 16' O.G.
ENTgf LENGTH OF SKDS
TO ACGOMOOATE FLOOR
JOISTS (TYF.) w/o�
OO l/
ISOMETRIC
SCALE- NITS. TYPICAL SKID NOTCH AND SPL"
MAX.. WALL STUD LENGTHS VCFLECTM OF L/4O AS ra SECTION w TABLE WI
SUBNOTE 2 OF THE 2001 FL OKDA BUC:ONG CODE
STUD CAtADE
NND SPEED
MAX LENGTH
STUD
MEN
AND SPACING
4
IN INCHES
LENGTH
Z-
SYP. 02 AT 21' O.0
130 Mi.
9-I-
8.1,
8'1' STUO
a
fy
.4
..:1
I" y 4
- -- -
..jd
a_ a.
_
11/2' BOTTOM PLATE
S.YP. •2 AT IG' O.C.
M rypH.
F
9'-1•
8'-1' WALL HEIGHT
-
®.
-.
�.
O
K F
Ur
� �
u
N
Qn
v
u
IL
MAX.. WALL STUD LENGTHS VCFLECTM OF L/4O AS ra SECTION w TABLE WI
SUBNOTE 2 OF THE 2001 FL OKDA BUC:ONG CODE
STUD CAtADE
NND SPEED
MAX LENGTH
STUD
«AMPLE
AND SPACING
f-8' 130 6
IN INCHES
LENGTH
Z-
SYP. 02 AT 21' O.0
130 Mi.
9-I-
8.1,
8'1' STUO
a
fy
.4
..:1
11/2' TOP PLATE
cl
_
11/2' BOTTOM PLATE
S.YP. •2 AT IG' O.C.
M rypH.
19'
9'-1•
8'-1' WALL HEIGHT
INV I L1
TOP PLATE E BOTTOM PLATE MAY BE ADDED
TO STLO LENGTH FOR TOTAL WALL /HEIGHT
V H MtRT�
216.GA. UPLIFT 6TRr4P NAILINIS
SCHSOULB FOR WALL STUDS
24" Or,
tfo" OC
BLDG WRID OF NALS
"M SPEED -EACH LRD Of STRAP
131Y. x. Y-1/1'
t1Jr7BC'R OF NA6..5
SWIDTHL W GCH END OP STRAP
PAA x .2-1/4'
131-8" ISO 1
1`5'-8' 130 S
f-8' 130 6
f-8- 130 1
Z-
CHART 0
NDI
"APPROVED"
DOCUMENT
Dale (6oT Plan No. 1%' 036
Approved By RICHARD L BULLOCK
M � r Bu!Id/✓ i�
Examiner
Florida Certlticate 6MP 003
DATEI `"".' 212-0'1
DRAWN BYE RCR
CHECF4W BY- FSG
SCAT -E2 AS NOTED
W.O. No 12-036
SHEET
04 2
d)
nz.
4
Ur
Z-
I . 3
4
V
a�
a
fy
.4
..:1
Z
cl
REV BY DATE
I RCR 2-2/-02
rjY
DATEI `"".' 212-0'1
DRAWN BYE RCR
CHECF4W BY- FSG
SCAT -E2 AS NOTED
W.O. No 12-036
SHEET
04 2
d)
f--
4
Ur
Z-
I . 3
4
V
fy
.4
..:1
Q
cl
REV BY DATE
I RCR 2-2/-02
DATEI `"".' 212-0'1
DRAWN BYE RCR
CHECF4W BY- FSG
SCAT -E2 AS NOTED
W.O. No 12-036
SHEET
04 2
TACH EW oP
J Sw To FLOOR..pm - .. 6-101 TO -01-8' .
A-5
'6'-O' TO 13'-0' 2.1 CONT"L6 .
" BOTTOM PLATE.
P.T.'Ul EN-DUJ,4LL NO OPENINCV
SECTION �rl
°S
SCALE: V4` = r -o'
ENDUJ,41-1— WITH GAR,4(:E
SCALE V4' = r -o'
L- 6-0' TO 13'-8' 1
ENOWALL WITH WINOOOLU
SCALE= V4' = r -O'
ix1 STUDSAHD"
4x1 iOr FAFTCM AT
.. .,Qa
:.
HAT,CHANNEI--FASTENED (2)6/0v MdikV-
- AT CKRY RAr'Tm LITH DOLTS VACN (]COGS
: ' Yxi RArtdC 2z1 Cd -LAR MATE cc. " oL
-
«H1HfiALS EACHCFWaIEL !>QCEft EACH SDE.
-
�
1 1-V2'z'2G GA..tiMt) STRAr k1 AT 't-O'Or- OAOOED.
j
t1j�"�cS
1tiH LY
i
VA -2 fOR f4LrIBETC OF NALSOf k PADO jK._ OE0F416 - - - -
H x VV H)ti
TACH EW oP
J Sw To FLOOR..pm - .. 6-101 TO -01-8' .
A-5
'6'-O' TO 13'-0' 2.1 CONT"L6 .
" BOTTOM PLATE.
P.T.'Ul EN-DUJ,4LL NO OPENINCV
SECTION �rl
°S
SCALE: V4` = r -o'
ENDUJ,41-1— WITH GAR,4(:E
SCALE V4' = r -o'
L- 6-0' TO 13'-8' 1
ENOWALL WITH WINOOOLU
SCALE= V4' = r -O'
ix1 STUDSAHD"
4x1 iOr FAFTCM AT
: ' Yxi RArtdC 2z1 Cd -LAR MATE cc. " oL
TE
-
�
1 1-V2'z'2G GA..tiMt) STRAr k1 AT 't-O'Or- OAOOED.
j
t 1 AT EACH STW SEE' CHART MO FLOOR ,)01ST OR. N LIEU
i
VA -2 fOR f4LrIBETC OF NALSOf k PADO jK._ OE0F416 - - - -
1
_
1 t
IlL
i i 3/Y PLYWOCO - 2 I/2' x V2' CORRiK�.1Tf0 -
-
u.
2x6 rLOOR'J0615 SF/EATIfING - EL
rANS CFASTCNEO W
AT IG' OG i,ti)1 ■0 x f VL' WOO SOZ04
i
to -
rL)u= vea* G -. AT 6' OL. WR fa.JkL_)
FOR WR
� r
IL
- - HURRICANE ar -
TACH EW oP
J Sw To FLOOR..pm - .. 6-101 TO -01-8' .
A-5
'6'-O' TO 13'-0' 2.1 CONT"L6 .
" BOTTOM PLATE.
P.T.'Ul EN-DUJ,4LL NO OPENINCV
SECTION �rl
°S
SCALE: V4` = r -o'
ENDUJ,41-1— WITH GAR,4(:E
SCALE V4' = r -o'
L- 6-0' TO 13'-8' 1
ENOWALL WITH WINOOOLU
SCALE= V4' = r -O'
6'-0' TO 13'-0'
ENDWALL WITH WINDOW
SCALE: V4' = r -o'
Yt'
so v
tU' 30.5' MAX
us e
J r:eR
IlL
<o
to -
x
mZQn<G�
FOR WR
)1A)C
IL
a
SEE CHARY 6
II�
<
>
snh
4a
L � 1
SHMT
�� II
6'-0' TO 13'-0'
ENDWALL WITH WINDOW
SCALE: V4' = r -o'
Yt'
tU' 30.5' MAX
FOR WR
)1A)C
-
SEE CHARY 6
SHMT
'IZ' FIA)C
(,p' MAX
. ns MAX
10 S)r 02
N
EACH SDE
- 2x1 S'W' -
- JACK S1lA -
EACH SM
_
SO' -O' rAx" LENGTH
SIDEUTALL OPENING FRR14MINCs
SCALE VY = J -O'.
RDANCE WITH .THE 2001 FLORIDA SUILDiw� F_mF FeNp i
NDI
"APPROVED"
DOCUMENT
Dago 1�/6 ot- Pfau No_o'k'a36
APPC°ved BY RICHARD L BULLOCK
�Gl
-" �•%>r:::.7i uuiiaiing tions t7cCn71n0[
Florida Certiicala 6MP 003
'OF 130 M.P.N.
W�
Vii
im
oA1E• 2 L2-02
DRA)JN 811 KCR
a mCKEt) BTS FSC
SCALE- AS NOTED
WA. No• t2 036
SHeET
scos r.T.
TYP. ROOFALIALL FRAMING
SCALE: V4` - f -O'
PLATE 0£SIGNATIOt(S
A 3.0" x 5.0' HA -20 GA.
8 3:0 x 5.0" u-16 GA.
NOTES-
t THE NUtOER Or STUDS MAY VARY OUE TO SIZE Of OPENWG
1 2 STt10 SrACNG KAY NOT EXCEED 21' OiC- -
- i 9. 1 @I SIZE VARICS FP.ON 2T' 10 S6' VERTICAL Ot f?4WNS
1. FOR HEADER AND SILL OEIALS SEE SHEET A-6
la) Rd ssTTw
04
/
4x,
40TH or -
ENOWAAL.L
OPE"NtdG
N
EACHL
STW
Yid HAL ATTAPERED
—Srr
2x6
e2
EACH SILO
' ` .,a
Gd HAL AT
2-4d
NAILS
G' O.0
ILBess
-mac' ac ALRte' euies eACH SDE.
I I BMT J�
B
CONT. 4x6
RAI-
SPF •2
5ARN STYLE
OVERHANG
.DETAIL
5' DOOR
A
-in
oo
L_� Z
8' DOOR
- C
10'.
6' MAX.
A
50'
1'-8"
8` DOOR
A
36'
-
8' 0008
C
50'
-.. -
8' MAX.
2i1 Tor f
50'
N
TIt1°1c OR M -n he MAIM [ACH_SDB
�
MATV
1.00A1ptt5
mm .
. .
Or f Caro+ o
IL.i
SS
- !rl%-LtR fR£55
A
O-
A - :. if ROOF
- O -
... :.
a .
.
.. ..
_
rITCH (TYfJ
OrTIONAL S V2'
- -
e'
- j—S
ovff4 NG'AT
N
r
ROOF/4NLL
-
-
u
ASSEflBtY
- -
-
-
STILE OYCItt"G
. LS
L
I11 AT Y -O' O.C. PAP"
r
- -
x
NTO FLOOR JOIST OR. W i.IEj)
q n.
. -
Of Ic1 GADO TY. OfCFHG
-
..
13 p
n:13
scos r.T.
TYP. ROOFALIALL FRAMING
SCALE: V4` - f -O'
PLATE 0£SIGNATIOt(S
A 3.0" x 5.0' HA -20 GA.
8 3:0 x 5.0" u-16 GA.
NOTES-
t THE NUtOER Or STUDS MAY VARY OUE TO SIZE Of OPENWG
1 2 STt10 SrACNG KAY NOT EXCEED 21' OiC- -
- i 9. 1 @I SIZE VARICS FP.ON 2T' 10 S6' VERTICAL Ot f?4WNS
1. FOR HEADER AND SILL OEIALS SEE SHEET A-6
la) Rd ssTTw
04
/
4x,
40TH or -
ENOWAAL.L
OPE"NtdG
N
EACHL
STW
Yid HAL ATTAPERED
—Srr
2x6
e2
EACH SILO
U
20 Gt f -v2- STRAP
Gd HAL AT
2-4d
NAILS
G' O.0
ILBess
6'
I I BMT J�
OPTIONAL r=N0UJ,4LL r-RAmiNG
SCALE= 1/1"= 1'-0'
_ 4O GA 21/2' STRAP .
-10'-0' - W-8' - l
i
OPTIONAL ENPLUALL PRAMINS
SCALE: V -V
ti_Gd HA
40TH or -
ENOWAAL.L
OPE"NtdG
SHEAKWALL
C 14MURATiON
EACHL
STW
Yid HAL ATTAPERED
—Srr
2x6
e2
EACH SILO
Gd HAL AT
2-4d
NAILS
G' O.0
ILBess
6'
I I BMT J�
B
CONT. 4x6
RAI-
SPF •2
5ARN STYLE
OVERHANG
.DETAIL
5' DOOR
A
_ 4O GA 21/2' STRAP .
-10'-0' - W-8' - l
i
OPTIONAL ENPLUALL PRAMINS
SCALE: V -V
ND1
"APPROVED"
DOCUMENT
Date' � aZPlcn No. a36
APProved BY RICHARD D LBUUOC:K
MOdi71ar building Plans Examiner
Florida Certificate SMP 003
ENDWALL bHEARWALL CHART
WDTH Or
BUILONG
40TH or -
ENOWAAL.L
OPE"NtdG
SHEAKWALL
C 14MURATiON
MAX"
LENGTH
G
Y / IAX_
{J-
12'
Z .
0'
(1' OOOK
A
ILBess
6'
6 DOOR
B
20'
b'
6' MAX.
A
'10'
10'
5' DOOR
A
-in
oo
L_� Z
8' DOOR
- C
10'.
6' MAX.
A
50'
1'-8"
8` DOOR
A
36'
O
8' 0008
C
50'
13'-8'
8' MAX.
A
50'
N
®
.n
IL.i
ND1
"APPROVED"
DOCUMENT
Date' � aZPlcn No. a36
APProved BY RICHARD D LBUUOC:K
MOdi71ar building Plans Examiner
Florida Certificate SMP 003
ENDWALL bHEARWALL CHART
WDTH Or
BUILONG
40TH or -
ENOWAAL.L
OPE"NtdG
SHEAKWALL
C 14MURATiON
MAX"
LENGTH
G
Y / IAX_
A
12'
Z .
0'
(1' OOOK
A
t8' .
6'
6 DOOR
B
20'
b'
6' MAX.
A
'10'
10'
5' DOOR
A
16'
10'
8' DOOR
- C
10'.
6' MAX.
A
50'
1'-8"
8` DOOR
A
36'
8' 0008
C
50'
13'-8'
8' MAX.
A
50'
SHE04I4,LL CONFIGt,RA710NS
A - 20 GA. 21/2' STRAP NTEKM AND EX'TEf" Or BULDHG
B - 20 GA. STRAPS (SEE 'A') AND 3/1' Mlt4000 tULEO 41TH
Of)Yx2-W' 6UNNALS S' OSE, COWS AND 6' O.C. N FIELD
EXTERIOR OF &A -DWG ONLY
C 20 Gt STRAPS (SEE 'A') AND 5/1' PL'640w ON EXTEROR
AND Rt tf" (SEE B' FOR rASTENNG)
Z
I.
Ck
i
' REV BY OATS
THIS EH_3 t RCR 2-26-02
Or CENTER c
r` STL)
j a TOTAL)
j Stil'SON Ws StIPSaN H-3
strSON H'3- st1PSON H-3
THIS SIDEOf EA( WE EACH SIDE
EACH SIDE
OU
Or 7SpE SOE 1OF
OU15DE
i
S1tA
S UDS
t STIR i
• -STUD ._ r
IUTAL). ,.-.. ._ ., .. .. .. ;_ ,_�...,..,-.- --,.:c .. .r �,.- .. r`-.... -
SVE WALL a) LAG SC913- SIDE WALL (2) LAG SCM G, SIDE WALL oATt 212 02
END WALL r rROn STUD r ffal s1uD 11 LAG T1.10 .
9�0" DOOR STRAPPING �� AND 8' WIDE UNITS b' AND 12' WIDE UNITS i`t• WIDE UNITS r FRa, sTuo '. oRAwN BY. 1zcR
DOOR STRAPpINCz DOOR STRAPPING 2 112" DOOR STRAPPING 1 CHeaZO BY, rsc
SCALE = 1 I/2" = 1'-0" SCALE.: 1 1/2" = 1'-0' SCALE :1 1/2" = 1'-0' SCALE : 1 1/2' = 1'-0"
SCALE= AS NOTED
\ WO. NO. 12-03.
NOTE: SHEET
STKAfrHG TYPICAL MOR TOr AND, 0" Of STUD
------ TWE5E PLAN5 WERE DES*NED IN ACCORDANCE WITH T14E-20011+1:.ORIDA 51I LOWS CODE 1=JR ,4 THREE SECOND Cs115T OF 130 MPW.
G�
Z .
Y�
a4.
4
Z
I.
Ck
i
' REV BY OATS
THIS EH_3 t RCR 2-26-02
Or CENTER c
r` STL)
j a TOTAL)
j Stil'SON Ws StIPSaN H-3
strSON H'3- st1PSON H-3
THIS SIDEOf EA( WE EACH SIDE
EACH SIDE
OU
Or 7SpE SOE 1OF
OU15DE
i
S1tA
S UDS
t STIR i
• -STUD ._ r
IUTAL). ,.-.. ._ ., .. .. .. ;_ ,_�...,..,-.- --,.:c .. .r �,.- .. r`-.... -
SVE WALL a) LAG SC913- SIDE WALL (2) LAG SCM G, SIDE WALL oATt 212 02
END WALL r rROn STUD r ffal s1uD 11 LAG T1.10 .
9�0" DOOR STRAPPING �� AND 8' WIDE UNITS b' AND 12' WIDE UNITS i`t• WIDE UNITS r FRa, sTuo '. oRAwN BY. 1zcR
DOOR STRAPpINCz DOOR STRAPPING 2 112" DOOR STRAPPING 1 CHeaZO BY, rsc
SCALE = 1 I/2" = 1'-0" SCALE.: 1 1/2" = 1'-0' SCALE :1 1/2" = 1'-0' SCALE : 1 1/2' = 1'-0"
SCALE= AS NOTED
\ WO. NO. 12-03.
NOTE: SHEET
STKAfrHG TYPICAL MOR TOr AND, 0" Of STUD
------ TWE5E PLAN5 WERE DES*NED IN ACCORDANCE WITH T14E-20011+1:.ORIDA 51I LOWS CODE 1=JR ,4 THREE SECOND Cs115T OF 130 MPW.
I
.. _ - - I -F
3 - ?x BLOCKNG
3" MAX see OCTAL 1/A -G or a oizoro x i5 HAas �� i, R �
AS
VA -4 rote MSiENHG AT rr OG. sTAGGC-Rf9 .
Of FATTER AND Tor rLATEtar f 80t10M EA SDE )
-OVOV x 25 HAILS
-2xf FLAT BELON - At t2' Of STAGGERL-O
. - OOU9LE NEAOER �E -.Sm O
.. W STUD WALL 'hCG RT. ..
SW BEVO D
OPT D Td�l SECTION a+EAOER )olsT FASTENNG)
SCALE• H -T- *g1OHAL OVERHANG OCTAL SCALE' 11/2-
(2)
V2`
� rtCE HEAGER
4) 2x1 &
HEADER
(2) - O)3r x.1-V2GUINNA"
ONE EACH SDE OF RAf M -
TOE-HALcv INTO Tor rLATE
- AT EACH STUD LOCAT04
2x stir x2 RAFTER
2xt S -r 02
2.1 SYr a2 - TOr PLATE
WALL STIR
simrsom H-1 CLr
rROMSTUD 10
TOC PLATE AND
STUD TO BOTTOM -
.. FLATE -
2x1 SYr n
BOTTOM PLATE
i SECTION ETDWALL SECTION 6
SCALE + r - r -o` -
1501 9 ! RIC (3) FOX HEADER ATTACHEO TO SKDS
NTS. (rlP: FRONT E REAR OF UMTS)
FULL 1d)TH FLOOR
JOIST (FRONT WAVER)
5/Y.' x'r LONG LAG
'_T THROUGH R21 NTO SKD
i
—
i
15/16' x Y LONG LAG BOLT
THROUGH EACH .LOST
INTO EACH SKID
' —1dG GT. W
SKID TO JOIST FASTENNG,
a0,CTION 3
SCALE= I V2' = r -o'
I V2k 26 GA. MIN) STRAr
17TH ot" x 2 V1' GIF7
HAAS EACH SDE. EACH RAFTER
SEE CHART VA -2
"APPROVED"
DOCUMENT
Date`/4 z- Plan
APPTOVed By RICH
Florida Ceti%f
cafe SM? 003
e 7
,41-T, ®ETA 1 2
SCALE+ I V2'
FOR TYr1CAL NOTES$EE
OE1AL I TH{S SHEET
1112' x V2' CORRUGATED
RODF rANELS FASTENED
WN1'i1 m4H TRAXxA
SCREWS AT 12' 0.r-
5/Y.'
.0
5/16' x1' LONG LAG BOLT
EVERT RAFTER CONNECTION
Rev BY I DATE
I rcR. 2-2&-02
2 ,DA 3i 02
- HAT CHANNEL FASTENED
AT EVERY RAfTER WN
(2) - OWO x 2iN' LONG
GLIJN). LS EACH CHANNEL
+
DATE, 2-22-02
-- • \ DRAL.R1 BY, RCR
o \
CHECKED BY' FSC
StYeD. H3 TO 0-rOST tfS
(2) 5/Bv A-325 MAcwgp � (OR EQUAL) t0 OPr06fTE SVES SUL6 AS-N01ED
BOLTS EACH OWES Of RAFTER (FASTEN {7TH (d MALS �.
11B70ER EACH SDE -' (1) IN
RTER ANO (1) N M
SECTION SHeff
SCALE, 1 1/2' - r-0'
IE- FORA THREE SEZQo 0 GUST OF 130 M.R.N.
a
14
s-
rn u
Q
0
" r
OL
J K<K 4L
C
� u
ly
IL
pQ
S2 S L r
Florida Ceti%f
cafe SM? 003
e 7
,41-T, ®ETA 1 2
SCALE+ I V2'
FOR TYr1CAL NOTES$EE
OE1AL I TH{S SHEET
1112' x V2' CORRUGATED
RODF rANELS FASTENED
WN1'i1 m4H TRAXxA
SCREWS AT 12' 0.r-
5/Y.'
.0
5/16' x1' LONG LAG BOLT
EVERT RAFTER CONNECTION
Rev BY I DATE
I rcR. 2-2&-02
2 ,DA 3i 02
- HAT CHANNEL FASTENED
AT EVERY RAfTER WN
(2) - OWO x 2iN' LONG
GLIJN). LS EACH CHANNEL
+
DATE, 2-22-02
-- • \ DRAL.R1 BY, RCR
o \
CHECKED BY' FSC
StYeD. H3 TO 0-rOST tfS
(2) 5/Bv A-325 MAcwgp � (OR EQUAL) t0 OPr06fTE SVES SUL6 AS-N01ED
BOLTS EACH OWES Of RAFTER (FASTEN {7TH (d MALS �.
11B70ER EACH SDE -' (1) IN
RTER ANO (1) N M
SECTION SHeff
SCALE, 1 1/2' - r-0'
IE- FORA THREE SEZQo 0 GUST OF 130 M.R.N.
tnI N
I*IFI
"APF
ENDUJALL HEADERS
,j
DO(
NOTE, USED ON -EVERY WALL STUD
TO CONNECT WALL TO ROOF..
St1PSON H-3
-
3
SEE 5/A-6
Oa(o
VARES
- PLY 404
11
.
OCCF(NG
AppfaVod
- - TYPICAL- BEND
2c cr.AAGe GAIN. SWEL -
'1
-
n
STRAP WITH 0131'6 • • • • • • • • • • j'
- 5/16' x 4' LONG 2z1 OR
Modular
GUN NAILS EACH ENO T
Of STRAP. SEC' 2' MN.
LAG SGRg1
FROM PLATE F.. 2x6 FLOOR JOtSY
;" Florid
APPROP'RATE CHART
TO JOIST AT
1
FOR QUANTITY OF .NAILS.
IB' OC MAX
EACH END OF HEADER
40'
2z4 OR
Stt •2
_.-
-
2x6 RM JOIST
3
HEADER
EACH END Of HEADER
^�
STRAP D TA1 !..
SYP •2
(A) Yd CO*ON HALS
10
NTS
ALTERNATE DOTAL
.
SCALE : 1112' " r -O'
W
ENDUJALL HEADERS
HCAVER
SIZE
WADER
DETAIL
HCADCR
- HEADER _...
PASTENING
22.5"
3
SrF n2
(2) 013x'6 z S 112' LONG GUNNALS
(2) 0131'6 x 3 V2' LONG 4t1NNALS
-
11
EACH END. Of HEADER
G3'
3
S1P #2
(4) OtUV x 3 112' LONG GlA•MM-S
-. .
- .- (3) Yd: COMMONNALS.. r
EACH END OF SILL
EACH END Of HEAVER
EACH END OF HEADER_.
YL'
2
(5) 0131'6 x S 1/2' LONG GUt?JAtl-S
-%'
1
Stt e2
-
EACH HO OP HEAVER
SIDrsUJALL
f-IBAoms
)tPAM
SIZE-
HEADER
VeTAL
..9
HCMfR
MATMAL
HfAOCR .
FASTENIN
I15-
SILL
SPf 02
(2) 0131'6 x 3 V2' LONG 4t1NNALS
-
11
I1
EACH END Of HEADER
- iv.i`
.-•.iA'
.• _
-. .
- .- (3) Yd: COMMONNALS.. r
EACH END OF SILL
43'
EACH END OF HEADER_.
YL'
2
sYP .2
('5) Q catrloN HAILS .
42'
EACH END OF SILL
Stt 02
EACH END OF HEADER
40'
2
Stt •2
(G) 16d C.O ViON NALS
GO'
3
SIT •2
EACH END Of HEADER
"15S'
1
SYP •2
(A) Yd CO*ON HALS
EACH CIO OP NEAOCR
SIDEWALL
SILLS"
ENOWA�LL
SILLS
SILL
SILL
SILL
SILL
SIZE
DETAILASTENi1G
hk
11
I1
(2) 0131^6 x 3 V2' LONG GUNNALS
SPF s2
(2) 0134" 6 z: 3 V2' LONG GLMALS
SrP w2.
rACH END OP SILL:
EACH END OF SILL
43'
3
Stt •2
(4) 013rm x. 3 V2' LONG GUNNALS
_
.—' EACH ENor-lstt.i-.:.-..-`.
D�
E 0
42'
EACH END OF SILL
SIDEWALL
SILLS"
SLL
SILL I-
SILL
SILL -
Sur
OCTAL
?
PASi1`."
��
3'x OrU NAIL- FROM
I1
(2) 0131^6 x 3 V2' LONG GUNNALS
No.
3.
SrP w2.
rACH END OP SILL:
:.
-2
(2) OlSrx 3 LONG 61Jf?Ufl-S. .
0
2x6 FLOOR JO13T
�
_
.—' EACH ENor-lstt.i-.:.-..-`.
D�
E 0
42'
3
Stt 02
(2) td COITION NAILS
((�
t: A }i
- EACH END Of, SIL
GO'
3
SIT •2
(3) VA COtYtONi NA"
9�t3iaS�aIL
. EACH END OF SILL
ID'
x 2-1/1' GUNNAILS
JO_ JOS
V� l
SEE CHART CTA
AND STRAP DETAIL
WENT
ENT 1
2x1 WALL STUD
=a
AT 2,V OC
��
3'x OrU NAIL- FROM
I1
PLATE TO JOIST
No.
BELOW AT 16' O.C.
_Man
y RRIICH,A/R,D/L BULLOCK t 6
DEPL
:.
2x1 DR
u8ding Plans Examiner. `•
2x6 FLOOR JO13T
Certificate SMP 003
2x4 OR
2x6 RM JOIST
SCALE • 1 112' " r -O' -
2.1 WALL STUD
3'x 0131 NAIL fRCM
PLATE TO JOIST
BELOW AT IG' O.C.
_ OR V2' x 4' LAG
BOLT AT 24' OC.
FLOOR JOIST
2x4 OR 2.4
RM JOIST
lI 20 GA. x I(W/1' M
TO GROUND 1 STRAP Uf THE WALL
ANCHOR STOD-FASTEN STRAP TO
WALL SRA CATH (5) -
013r6 x 2-114' GUNNMI.S.
ANCHOR STRAP
v SCALE: 1' " 1'-0"
2K4 SYn2 . -
BOTT- PLATE 2G GA, STI FASTENED
WITH OtV# x 2-1/4'_ GUNNALS
OECKNG
Rt1 - eo
JOIST
`2x FLOOR
JOIST BEYOND
DMTA L.
SCALE • 1' - r -O'
N
HEADER
SrECTION —0�
SCALE=
5 V21
HEADER
SECTION
SCALE: S' = 1'-0'
PL-iI4 0 SPACER 112
(NON -CONTINUOUS)
j
HEADEK
SUCTION �1
SCALE: 3' =
PL1114000 SPACER
(NON -CONTINUOUS) —�
St7PSON N-3 iv
HURRICANE Ctr )
n
HEADER -SILL CHART _ DETAIL}rte
![� RAN $TRA?. UP i4 --:L - SCALE • I In' • r -O' v -
-
THESE PIANS WERE DESIGNED IN ACCORDANCE UT14 THE 2001 FLORIDA WILDNG. CODE FOR 4 THREE SEC
HEADER
SrECT I ON n
SCALE 5' - r -0 -
�v.
4
=a
��
a s a a
u
i i L L
21
11 4 1
IL 7-
L L Z
�
1J�
�{
O
� r
((�
t: A }i
N
Hli
t-
`r
RR %U
9�t3iaS�aIL
�v.
=a
��
44
21
\`
MY BY DATE
I JOA s-&-02 -
2 AW1E i-10-02
i
DATE- 2-22-02
09AWN BY. - RCR
CHECKED BY. FSC
SCALE- AS NOTED
WD- NO: 112-01ib.
SHf-ET .
COX 'TREATED
A OOR DECK
pr Joisis cp IraIf
SIE[ SCHEDULE BEL(
2-4 x 6 skids are used on
single wide
4-4 x 6 skids are used on
double wide
C 5ktD5 �
4 x4 P.T. RUNNERS'
SEE SCHEDULE BELOY
16 :x 16x4thk.*
solid block-iyp. (a; e
skid. (a), 6' max.
l; X l t f?IOR GRADE SIDING
AS REO'D
2 X 4 STUD
2 X 4 80TTOM PLATTE
1/2" x 3-1/2' LAG SCREW IRRIJ
Willi HUGHES UFG. INC. WASHER
WSH916 OR APPV'D EOUIV.
ANCHORS ARE NOT TO 13E
MORE THAN 6'-0' APART AND
PARALLEL TO THE RUNNERS.
MIN. OF 4 ANCHORS REO'0
30" single Belix aficho s as mid.
by i'ie down Fti q .,Ad;mta, UA.
or appv'd cp,.
P.T. BOX SILL - ----' "
--
� Y (a), .ti16 to vert)cal 111 tiu.s p ariz;--typ.
* 8 x 4 x 16 Solid block C
c/C -- tYP• ex ea • skid is uk DETAILFLOOR FRAMING DETAIL
SEE NOTE No. i AA
G► iiscl 01'std. block ok 'l'" cotrcr-s-0-
"30(9(1 ps_ w/liber
NUI L.�);
t . WHEN MONOI THTC SLAB- 15 USE(), (f IIS
FLOUR FRAMING 1.S NOT REOLARE0.
SEE FLOORING DETAIL DWG. No. ;J5
2. ALL MATERIALS AND LABOR SMALL MEET OR
EXCEED APPLICABLE LOCAL CODES.
3. ALL LUMBER TO BE No. 2 GRADE SOUTHERN
YELLOW PINE OR EOUIVALENT UNLESS
OTHERWISE SPECIFIED OR SUPERSEDED BY
APPLICABLE LOCAL CODES.
4e ANY DEVIATION OR MODIFICATION
IS STRICTLY. PROHIBITED WITHOUT THE PRIOR
APPROVAL OF . * bldrs . &/or the engr
5. IN 'T'HE EVENT OF A DIMENSIONAL OR
MATERIAL DISCREPANCY, NOTIFY
.,-. bl'drs .: FOR RESOLUTION OF THE
CONFLICT.
Isq.
t(YE L L' s4009 ft. or less
Revised 7-26-03
If"", X 1 `,
—4-
0" to gra(lc
Invalid w/o embossed seal
(,()Mp
lu ti w/I Ift yip to mpfi wind
LARK BUILDERS �r / v, I)D• .
P . 0. Box 409.,W, EN;t*-Efl
w 7� �} ^ 256:5.680-2 120
Lyons 1 CA.30436 Iax i5G i/87 1i{G%1
Ph. 800 8 91 7844 P.U. WX 24594 6I 1 p,*rj50N A&tA
LAKELAND, Fl 33802
.
Fax 912 538 0057