1501 E 2 St - BR05-0013869 - ADDITION (A)CONTRACTOR
ADDRESS
PHONE NUMBER
PROPERTY OWNER
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
amp Mf,
L e ss-orcpt,
FEE
PERMIT NUMBER FEE
SUBDIVISION
PERMIT V4p DATIC-40-
PERNUT DESCRIPTION AAddij7'0 A
PERMIT VALUATION IJ
SQUARE FOOTAGE
NOTICE OF COMMENCEMENT
Permit No. Tax Folio No.
State of Florida
County ofSeminole
The undersigned hereby gives notice tbat impewemmt will be made to certain real property, and in accordance with
Chapter 713. Florida Sten on the following information is provided in this Notice of Cmamenoement.
1. Description ofproperty: (legal description of t1bp property and street address if available)
of improvement QL.ayF.
3. Owner*
a. Name
O
interest in
c. Name and of foe s' fideholder (if or
d
4. Caouactor
a. Name and addrenK9 aN'D,0 la Etc
It. Phone number
5. Surety
a. Name and address
b. Phone number
c. Amount of bond
6 L.eader
a. Name and address
bb Phone number
7. Persona within the State ofFlorida dedgnat
provided by Section 713.13(1Xa)7..PI '
L Name andaddress C
b. Phone number
in addition to himself or herself Owner designates
713.13(1Xb). Florida Statutes.
a. Phone number
9. Expiration date of notice of commencement (the exp
date is specified)
VaSm
Fax number
Fax number
Fax number
upon whom notices or other documents may be served as
number
COPY 0I We L
48. number
41 year eq.--
S om (a¢ affirmed) w,,A7 s,rbsarbed before mo this day c
ft*V Lg,$)atd
P KnownO&Btalpod Identification
Ma1an Wt:. Sine o1 Rat*
MY oomm. i19.1
o DOI.
Borgm IM At= Age sae• {gpppStJBSa jµ1S INSTRI
0 0
Commission Ekpircs: NAME
ADDR. 1s
of
Notice as provided in Section
e of rec=Plaa
SighatEre ofOwner
2W L by
77
i
a
Book55951Page957 CFN#2005014971
Permit # Ile(p
Job Address: S—O
Description of Work:. / r'o 7
Historic District: N o Zoning:
CITY OF SANFORD PERMIT APPLICATION
Date: Z4 zo
SL c A/ Sod. -
Value of Work: $ /fl3 , B0
Permit Type: Building _)— 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 _/10 Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #:
Owners Name & Address:
S—D / .
Contractor Name
Fax:
Bonding Company:
Address:
Mortgage Lender:
Attach Proof of Ownership & Legal Description)
3- 7 7 / Phone: &LO7% 3 Z 3 — 70 S7
Contact Person:
Address:
J:. Architect/Engineer: • "' :`-=';-T- AN 2 7
Address: ry rFa C
F%$,. • ;S
Application is hereby made to obtain a permit to do the work and installations as dic to . 1 c at o orR or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet stand rils of a g c s c o in this igriWiction. 1 understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIthVS, W L OILERS, 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.
N TICE: 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.
Acceptanc MITM9 on that I 1 not' owner of the property of the requirements of Florida Lien Law, FS 713.
os
Signature ofO /Agent ate Signature of Contractor/Agent
at
Print Owner/A ent's Name Print Contractor/Agent's Name
of
BENJAMIN NEIL CRAWFORD
Notary Public, State of Florida
My comm. expires Jun27, 2006Owner/Agent is Personally own to Me or
Produced 1 nded ihru Ashton Agency, Inc.(800)451.4854
Date
Signature of Notary -State of Florida Date
Contractor/Agent is _ Personally Known to Me or
Produced ID
APPLICATION APPROVED BY: Bldg! -`D5&ning: Utilities:
Initial & Date) (Initial & Date)
Special Conditions:
4w)
FD:
Initial & Date) (Initial & Date)
0%
CITY OF SANFORD BUILDING DIVISION
OWNER/BUILDER AFFIDAVIT
ELECTRICAL & FIRE ALARM SYSTEMS
An owner of property making application for permit, supervising, and doing the work in connection with
the construction, maintenance, repair, and alteration of and addition to a single-family or duplex residence
for his or her own use and occupancy and not intended for sale or an owner of property when acting as his
or her own electrical contractor and providing all material supervision himself or herself, when building
or improving a farm outbuilding or a single-family or duplex residence on such property for the
occupancy or use of such owner and not offered for sale or lease, or building or improving a commercial
building with aggregate construction costs of under $25,000 on such property, for the occupancy or use of
such owner and not offered for sale or lease. In an action brought under this subsection, proof of the sale
or lease, or offering for sale or lease, of more than one such structure by the owner -builder within 1 year
after completion of same is prima facie evidence that the construction was undertaken for purposes of sale
or lease. This subsection does not exempt any person who is employed by such owner and who acts in
the capacity of a contractor. For the purpose of this subsection, the term "owner of property" includes the
owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an
owner shall personally appear and sign the building permit application.
State lacy requires electrical contracting to be done by licensed electrical 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 vour own electrical contractor even though you do not have a license. You may install electrical
wiring for a farm outbuilding or a single-family or duplex residence. You may install electrical wiring in
a commercial building the aggregate construction costs of which are under $25,000. The home or
building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or
lease more than one building you have wired yourself within I year after the construction is complete, the
law will presume that you built it for sale or lease, which is a violation of this exemption. You may not
hire an unlicensed person as your electrical contractor. Your construction shall be done according to
building codes and zoning regulations. 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.
I, 5 r/ Q do hereby state that I am qualified and capable of performing the
requested cofistruction involved with the permit application filed.
I will assume full responsibility as an Oxvner/Builder Contractor, and will personally supervise all work
allowed by law on the permitted structure.
2 r
OwnerBui der Signature , Dat
4 a ssa
Print Owncr/Br rlder Namc
Signature of Notary State of Florida Date
Owner is crsonally Known to Me or has
Produced ID
EN IN NEIL CRAWFORD
Notary Public. State of Florida
My Comm, expires Jun 27, 2007JAM 66
Bonded thru Ashton Agency, Inc. (800)451-4854
CITY OF SANFORD BUILDING DIVISION
OWNER/BUILDER AFFIDAVIT
CONSTRUCTION CONTRACTING
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 codes, and zoning regulations.
I, LcoG CIS ,0_ /', do hereby state that I am qualified and capable of performing the
requested con ction 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 pe tted structure.
w2ne—rBuild rSignature Date
1
Print Owne Builder Name
ignature of Notary —State of Florida Date
BENJAMIN NEIL CRAWFORD
Notary Public, State of Florida2006OwnerisersonallyKnowntoMeorhasMyComm. expuesNonD0129436ProduceBondedthruAshtonAgency, Inc. (800)451 4854
PLAT OF SURVEY
for
BRADY AND LISA L.ESSARD
Legal Description
Lot 1 and 2, Block 8, M AYFAIR, according to the plat thereof in Plat Book 3, Page.. 52, of the Public Records of Seminole County, Florida. -E
nT
4
50•
W E5T 137.50
o - I 1DICATEy IRo d 4 CAP * 338Z(FOUND)
INDI[AT><S COJJt, MOIJ (UO N FuOJ
jai D PHA N
Mn nnAA
We -Pay Attention To The Closeup Q "
Themed Residential & 1 1 37 Trotwood Boulevard z
Commercial Winter Springs, Florida 32708 J J
407/696-2790 -407/696-9626-fay - N
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ACTUAL WDIH AND UMM MAY BE IV070 ON
AOSAL SSLONGASa6DoNO3D' M07H
OR 60' LENGTH APPUCANIS MAY SELECT I OPTIONS
SHOW HEREON. I II
II II
II
it III
II I
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foUPDA-
nON ;L,AW No sc oLa 1
x4-1 4' MW ANCHOR (U.S ANCHOR OR
EOUA ) W/2' WASHER MUL
EMBEDMENT - 2-1/4' AT
COWERS AND AT MAX 36' aC: 6'
FROM CORNR MAX
46' 0.G ) 6' FROM CORNER FOORNC
LS CGVRM10US AROUND BUILDING
PVMVER 6'
Cx6'-
10/10 l2i WW MESH OR FIBER RQNFORCED
cONCREIF 12'
UK SECTION
A -A THRU FOOIING SCALE:
N.T.S. ccsTc
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GENERAL NOTES:
1. FLOOR SLAB & WALL FOOTINGS SHALL BEAR ON SOIL COMPACTED TO A
DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DENSITY.
AASHO T- 180)
2. CONCRETE fc - 2500 PSI MINIMUM[ @ 28 DAYS.
3. REINFORCING STEEL PER ASTM A-615, GRADE 60, WELDED WIRE FABRIC,
ASTM A-496
4. CEMENT PER ASTM C 150, TYPE I.
5. ANCHOR BOLTS PER ASTM A-307.
6. STRUCTURAL PLYWOOD SHALL CONFORM TO U.S. PRODUCT STANDARD PS-1
AND BE INTERIOR TYPE STANDARD GRADE WITH INTERIOR GLUE.
PLYWOOD SHALL HAVEAN INDEMNIFICATION INDEX OF 32/16.
7. FRAMING LUMBER SHALL BE SOUTHERN PINE SPiB No. 1
ALL PLATES TO BE PRESSURE TREATED.
8. MOISTURE CONTENT OF STRUCTURAL LUMBER SHALL NOT EXCEED 19%.
9. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C-90, GRADE N-1,
MASONRY MORTAR - TYPE M, CEMENT - ASTM C-150, LIME-ASTM C-207,
TYPE S, SAND, NATURAL - ASTM C-144, AGGREGATE FOR MASONRY GROUT,
ASTM C-404, HORIZONTAL JOINT REINFORCING, FABRICATED FROM #9
COLD -DRAWN STEEL WIRE - ASTM A62 , FINISH - ASTM A-116, CLASS 3,
MILL GALVANIZED. ANCHORS FOR INTESECTION PARTITIONS:
FACTORY MADE "T" SECTIONS USING TWO LENGTH, 30 INCHES OR MORE OF
HORIZONTAL JOINT REINFORCING. USE ONLY WHERE MASONRY BOND IS NOT
PRACTICAL.
2X6 DOUBLE HEADER NUM
SWWCHEU 15/32' QS.d
ACNAL HEM YAY
NOTED ON TNdS LIRA IIiI
E
AS LUNG AS HEWT
DOES NOT DXUD 10' I I F
USE H2.5 OR USE
LSTA9 STRAP 0
HEADER STUDS
CRIPPLE SIUDS
NOTE:
OTHER TYPES OF FINISH ROOFING MAY
BE SUBSTITUTED FOR THE FIBERGLASS
SHINGLES (IE: WOOD, METAL, OR
COMPOSITES). STRUCTURAL SHEATHING
SHALL STILL BE USED.
CONTRACTOR TO FOLLOW
MANUFACTURER'S SPECIFICATIONS AND
LOCAL BUILDING CODES FOR
INSTALLATION.
r e
i ?aP GABL i
CHORD
J
SSUPM LSTA12 STRAP -
MAY BE BkMILw/ 5-100 MAILS
511110 SHEAR QJP.
IOd NAL
FIELD
OM * AALLLEDTE D CABLE TRUSS
15# FELT
25 YEAR MINIMUM
ASTM D-3161 FIBERGLASS SHINGLES
6 NAILS PER SHINGLE)
2 1 /2"
WIDE ALUM.
DRIP EDGE
WOOD OR
METAL FASCIA
PLYWOOD OR
VINYL SOFFIT
VINYL SIDING
INSTALLED PER MFG.
SPECIFICATIONS.
GABLE TRUSS
ALL GABLE ENDS HAMS:
13/3ir off OR 5/w T-111
NAILED /C
e 1Y O/C FROM FACTORY
NAILS O C O/C
15/32-
2) 2"x4" ,
4'.. g6LT
112f1 G YBCoQ(w L l
2'x4" STUDS O 16" O.C.
8' WALLS: S-P-F CONSTRUCTION
GRADE OR BETTER
9' WALLS: 2 X 4 STUDS O 16" O.C.
S-P-F J2 GRADE OR BETTER
10' WALLS: 2x6 STUDS O 16' O.C.
2 GRADE OR BETTER
15/32 OSB SIDING
T 4AL WALL SEE I Of
SCALE: N.T.S.
u i GABLE TRUSS ASMMY
16d O 12' o/c
FIELD DW#UED WALL ASSOMY
ZXB DOUBLE HEADER NAILED
SANDINp>'fD 1S/3Y O.SB. 46" 15/n 0.&& w/ M NYL ORMAXIOTHERSamOR5/B' T-111
2'x4- SMD NOTES:
1. END CONNECTION OF GABLE TRUSS PROVIDES
REOUIRED RESISTANCE TO UPLIFT.
2. VATHDRAWAL VALUES FROM 16d NAILS
THROUGH TRUSS BOTTOM CHORD. 8d OR 10d
NAILS IN SHEAR CUP & 8d NAILS IN O.S.B.
PROVIDE ADDITIONAL UPLIFT & SHEAR
TYPICAL SECTION OF GABLE - RESISTANCE.
3. THIS DETAIL INDICATES CONNECTIONS TOTRUSSCONNECTIONPROVIDESHEARRESISTANCEFORGABLE
TRUSS.
SCALE: N.r.&
2'x4' SIWS O 16' aC ATTACH TOP & BOTTOW W/ H25 XWCTM&
STUD CONWECTORS MAY BE OYTIED AT DISTANCES > 6' FROM CORNER
MM S1RUG SHEAMING IS INSTALLED AND IS FASTENED TO SNOS
W/ 8d NAILS 0 4" OM & 12' ANOWMAIE H17H 4' ALIERNAIE
DOUBLE ROW NAIL SPACING
SIDE FRAMING ELEVATION ® 1 /8" = 1' O"
i
TRUSS TO TOP
SIMPSON H7
J
8-8d 6-8d _ 832//TRUSS
7-9
o}
850 +116d-
ct-
TE SIMPSON H2.5 5-8d 5--8d H2.5-415 830dD1.)
SIMPSON H-10 12-10d 8-Bd 582"USS T(TOM 16T
doubt- encill
GABLE TRUSS TO SIMPSON LSTA12
KNEE MIN. MIN. 9O#/I.GTOPPLATE (SHEAR) BRACES 5-10d 5-10d 905
J'66 L D P
1'DO ! T1 OtJ TD '.
MumM%..
1501 E. lwD 4T
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RIDGE VENT CABLE TRUSS - ATTACH ID TIT
PLATE wTH LSUt2 STRAP o WaG '
CWPWEHIS ARE FACTORY CONSTRUCTED 2AS DOUBLE WADER W/ NAIID ATTACH 21r4' Off BRACES FROM
BOTTOM OF GABLE INUSS TD b-dANDFELLEIPECTEDOW -STYE SANONICFED 15/32• a58. W/ REGULAR TRUSS o CENTER !kDOUBLESTUDS + (2) JAC7f STUDS W-PCpyTS OF ROOF SLCPE (3 TOTAL
2)12 DOUBLE HEADER NAILED SUDwdHED 15/32' EACH SIDE KNEE BRACES)
O.SEI W/ (2) RILL STUDS AID (2) JACK STUDS
ON EACH SIDE CERIVED TRUSSES
AS ENlATNFM By
OTHERS ARE
ACCEPTABLE
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T
I!In -I
NOTE 13/32' OSB
OTHER TYPES OF SDWG MAY BE STRUCTURAL SFEANNG
SUBSTITUTED FOR THE MVE SIDING OVER W/ MI CR SAr T-111 p' UX 2' 9K
THE STRUCTLAL SWAVtW (lE: NOM SIDE ELEVATION ® - 9,7
ALHAIINW OR STUCCO). STRUCTURAL
SHEATIMNG SHALL ROM FRONT ELEVA nON ® 1 /S" — 1'—O"
CONTRACTOR TO FOLLOW MANUFACTURERR
SPECrFICAWNS AW LOCAL BULDOVC CODES
FOR NSTALuIION.
NOTES
BRA.OM DESIGN DETE & W ITON OF 00 FORCES PER FLORIDA BUILDING CODE (FEIC)
2'r4- SLOG AT BOTTOM 01011D O 48' at 2001. LATEST REWSW SEC170N 1606.1.1. DMEPTION .I
MAX W FIRST 2 FRAMING SPACES O EACH END:
ROOF DEOW FASTENERS - m FORCES ESTABLmiD BY Sam SSM T4 LATEST RENSIOL SUB„ECT TD THE
8d COINON OR HAG NAILS LIA/TATIONS OF FBC 2001 SECTION 160a1.1.1. 1606.1.4. AND 16011.6 FOR A BASIC NW
0 6' at NT MH 5' OF SMDEWALL-% SPEED OF 130 YPH (3-SEOOAD G1)ST) W WO6URE CATE00RY B AS OEM W FBC
DMALL% OR ROOF RWDGE AND 4' SECTION 16081.8.
at AT CABLE IRM
MAY BE O if at FOR NTERNEDUIE CONTRACTOR TO PROVIDE DATA FOR CdHPLWNGi wTH SECTION ISO&I.4, PROTECTION OF
FRAME OMMA N AREAS CPOW0 N MW BORNE OEM REGIONS AS DEFINED N FBC 2001 FIGURE 1606.
INFORMWT?W RELATED TO NWD LOADS PER FBC 2WI SECTION 160a1.7 ARE AS FOLLOWS
FOR SPLICED BOTTOM PLA TES
r USE 3' r 8• (MN) TRUSS PLATES' 1. BASIC MW0 SPEED : PER FBC 20M TABLE ISM 1.7 (TOUVALENT BASIC
d we SPEEDS')
130 Am (3 SECOND GUST)
i10 MPH (FASIM IA.E)
STRI/CXWAL SHEiAIFWG
UEETS SEAR WALL THUS MASIM PLAN DESIGN a CURRENTLY APPROVED UNDO? SBCC 10-99
REOIMPRDIM FOR 110 MPH (FASTEST M W
TRUSS ANCfOiS 2 NWO d1POPTANCE FACTOR : Tr - a77 BULOM CATEGORY: 1
DOUBLE H25 OR I WO EVOSUPE : B
SINGLE H-10 AT
6' FROM C0t<rER 14. INTERNAL PRESSURE COEFnC1ENT : +/- a18 FOR ENCLOSED BUILDINGS
S COUPGWENTS AND CLADDNG : PER 16OtL221 OF FBC 2001.
INSTALL DOUBLE STUDS (W/ STRUCTURAL AGISERS, CLADDING, FASTENERS AND SYSTEMS
FIVE 12d NAILS EACH SIDE) fR'OMW FOR THE STRUCTURAL INTEGRITY OF THE BUILDING SHALL
AT ALL WALL SPACES BE DESIGNED FOR 1HE LOADS FROM TABLES 1606.2A. 160228
AND IM22C USING naw 1606 HUL M M BY TIE APPRO'IbAIE
FEIGHT AND EJMIRE CCETFICVT FROM TABLE 1601.20 AND TW
TRUSS ANCHORS H-10 O 81PORTANC7E FACTOR FROM TABLE 1601L* SEE CWPONENTS AND CLADDING
0' to 6' FROM CORNER TABLE ON SHEET /2.
INS DRANING DESIGNED FOR A MAMM 92E WWNG OF 30' NUDE BY 60' LONG BY 10'
WALL HDCHT.
ROOF FRAMING PLAN 1 /S" = 1'=0"
ALL CONNECTOR MODEL fS AW MOSON UNLESS
OnaMSE NOTEA EQUYALENT MODELS BY om
tlANUFACTURERS ARF ACCEPTABLE A
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PLAT OF SURVEY
for
BRADY AND LISA LESSARD
Legal Description
Lot 1 and 2, Block 8, MAYFAIR, according to the plat thereof in Plat Book 3, Page
52, of the Public Records of Seminole County, Florida.
OraCOPY` M
o
Ina
W
4
PLANS REVIEWED In
50'
WES7 137."'
I
o - INDICATES IROM 4( CAP Er 336Z(FOUND)
INDICATES COUC. h%AJ (00 M FuOJ
tea J{J
11
a
SURVEY NOTES:
1) The street address of the above described property is 1501 Second Street
2) The above described property Lies in a Flood Zone X
SURVEYOR'S CERTIFICATE
This is to certify that I have made a Survey of the above described property and that the plat hereon delineated
is an accurate representation of the same. I further certify that this Survey meets the Minimum Technical
Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes.
REVISIONS: I/mot 77 ; / / 1 CERTIFIED CORRECT TO:
LISA & BRADY LESSARD
K.1TN R SURVEYING, INC. WACHOVIA mmmmi CORPORATION
R. BLAIR KITNER - P.L.S. NO. 3362 CRICAGO TITLE INSURANCE CO.
Post Office Box S23, Sanford, Fl. 37n2-0823 KAFPF TITLE A GUARANTY CORPORATION
407) 322-2000
SURVEY DATE: 2 Jovc nbcr 10M
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If
0
rl
ir-A M I L,,f FM -
L z
Pt III A
Job Truss russ Type Oty Py MASTERST87419TST8741926INK113O poptional) 0
MASTER GARAGE BUILDERS 4.201 SR1 s Aug 20 2001 M7ek Industries, Inc. Wed Jan 02 17:23:432002 Page 1
ID-8-0 6-10-14 F 13-D-0 I 19-1-2 264)-0 26-8-0It
0 8 0 6-ID-14 6-1-2 6-1-2 6-10-14 D-8-0
Scale = 1:44.8
4x4 —
4
4.00 12
1x4 1x4
3 5
1 •
n1 2 6 7 v>
o d
3x6 = 10 9 8 3x6 =
3x4 = 3x5 =
3x4 =
B-11-4 17-0-12 26-0-0
8-11-4 8-1-8 B-11-4
LOADING(psf) SPACING 2-0-0 CS1 OEFL in (loc) VdeO PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL) 0.20 10 >999 M1120 197/144
TCDL 7.0 Lumber Increase 1.25 BC 0.81 Vart(TL) -0.37 8-10 >826
BCLL 0.0 Rep Stress Ina YES WB 0.21 Horz(TL) 0.08 6 n/a
BCDL 10.0 Code FBC/ANSI95 1st LC LL Min Udell = 360 Weight: 83 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 3-6-2 oc purlins.
BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 4-10-15 oc bracing.'
WEBS 2 X 4 SPF No.2
REACTIONS (lb/size) 2=995/0.3-8,6=995/0-3-8
Max Horz2=-147(load case 5)
Max Uplifl2=-644(load case 2). 6=-644(load case 3)
FORCES (Ile) - First Load Case Only
TOP CHORD 1-2=5, 2-3=-2097, 34=-1846, 4.5=-1846, 5-0=-2097, 6-7=5
BOT CHORD 2-10=1983, 9-10=1364, 8-9=1364, 6-8=1983
WEBS 3-10=-338, 4-10=569, 4-8=569, 5-8=-338
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 130 mph winds at 15 it above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom
chord dead load, in the gable end roof zone on an occupancy category I, condition I enclosed building, with exposure C ASCE 7-98 per FBC/ANSI95 If end
verticals or cantilevers exist, they are exposed to wind. Ifporches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip
increase is 1.33
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 644 lb uplift at joint 2 and 644 lb uplift at joint 6.
4) This truss has been designed with ANSVTPI 1-1995 criteria.
LOAD CASE(S) Standard
JAN 06 2003
AWARNINO - VerM design parameter: and READ NOTES ON TBM AM REVERSE SWE BEFORE USE.
Design valid for use only with MRek connectors. This ded6n1i bosed'onWupon parameters drown, and is for an Individual building component to be
Installed and loaded vertically. Applicability of design parameters and proper Incotporatbn of component is tesponsm@ty of building designer - not truss
deslgnet. Bracing shown is lot lateral support of Individual web members ony. Additional temporary bracing to Insure stability duting eondruction is the
responslbillty of the erector. Additional petmonent bracing of the overall structure is the tesponsibmty of the building deslgnet. For genetol guidance
tegording tobrlcatbn, quality control, stotoge, delivery, erection and bracing, consult QST-88 Quality Standard, DSO.89 Bracing Specification, and HIB-91 Mfrom ITeL® Handling Installing and Bracing Recommendation available om Truss Plate Institute, 583 D'Onohle Drive. Madison, WI53719.
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
4 re"1'i4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to the
plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties..
A" TOP CHORDS 2, Cut members to bear tightly against each
other.
O WEBS ,
J5
Q 3. Place plates on each face of truss at each
For 4 x 2 orientation, locate o 5 , ; ¢ joint and embed fully. Avoid knots and wane
plates 1/8" from outside edge of
L) 0
a ' „ _
at joint locations.
truss and vertical web. a
o
4. Unless otherwise noted, locate chord splices
at /4 length(+ 6" fromcaC, u panel adjacent joint.)
BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of
required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of
connector plates.
fabrication.
6. Unless expressly noted, this design is not
applicable for use with fire retardant or
JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber.
For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and
MITek/Gang-Nall Joint/Plate Placement Chart. FARTH EST TO TH E LEFT. is the responsibility of truss fabricator. General
WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice Is to camber for dead load deflection.
PLATE SIZE
8. Plate type, size and location dimensions
shown indicate minimum plating requirements.
The first dimension is the width
4 4 to Second
CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and
X perpendicular slots. in all respects, equal to or better than the
dimension is the length parallel grade specified.
to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins
LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design.
Indicates location of required 11. Bottom chords require lateral bracing at 10
continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed,
unless otherwise noted.
SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring
WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown.
Indicates location of joints at 13. Do not overload roof or floor trusses with
which bearings (supports) occur. stacks of construction materials,
14. Do not cut or alter truss member or plate
without prior approval of a professional
MiTek®
engineer.
15. Care should be exercised In handling,
erection and installation of trusses.
1993 Mitek Holdings, Inc. '
FORM018,019 a
Job Truss Truss Type Oty Ply TER
STjj7419 26G FINK 1 1
ST87419lfoms-."al) d OF91
MASTER GARAGE BUILDERS 4.201 SRt sAug 20 2001 MTek Industries, Inc. Wed Jan 02 17:26:10 2002 Page 1
a8 F 13-0-0 26-0-0 8-026
0-8.0 13-0.0 13-0-0 0-8-0
Scale = 1:44.8
4x4 =
4.00 12 1x4 II 7 1x4 II
1x4 II 6 8 1x4 II
1x4 II 5 9 tx4 II
1x4 II 4 10 1x4 II
3 11
dd
t
w1 2 1213 rn
d 7c?
0
3x4 = 23 22 21 20 19 18 17 16 15 14 3x4 =
tx4 II 1x4 I) 1x4 II 1x4 II 1x4 II 3x5 = 1x4 II 1x4 II
1x4 II 1x4 II
26-0-0 I
26-M
Plate Offsets X Y : 2:0-1-12 0-1-8 12:0-1-12 0-1-8
LOADING(psf) SPACING 2-0-0 CSI DEFL in (lac) Vdef PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) n/a - n1a M1120 1971144
TCDL 7.0 Lumber Increase 1.25 BC 0.19 Vert(TL) 0.02 1 >484
BCLL 0.0 Rep Stress Ina YES WB 0.07 Horz(TL) 0.00 12 n/a
BCDL 10.0 Code FBC/ANS195 Matrix) 1st LC LL Min Udell = 360 Weight: 90 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-M or puriins. SOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X4 SPF No.2
LACTIONS(lb/size) 2=19126-M, 17=126-", 12=19126.0-0, 19=148/26-0-0, 20=14126-0-0, 21=17726-0-0, 22=3226-0-0, 23=38426-0-0, 18=140R6-D-0, 16=17626-". 15=32126-M. 14=38426-0-0
Max Horz2=147(load case 5)
Max Uplift2=-137(load case 2), 12=-154(load case 3), 20=-113(load case 4), 21=-139(load case 2). 22=-29(load case 4). 23=-298(load case 4), 18=-115(load case 5), 16=-144(load case 3),
15=-28(load case 5), 14=-298(load case 5)
Max Grav2=191(load case 1), 17=6(load case 5), 12=191(load case 1), 19=148(load case 1), 20=145(load case 6), 21=177(load case 1). 22=32(load rase 6), 23=384(load case 1), 18=145(load
case 7), 16=176(load case 1), 15=32(load case 7), 14=384(load case 1)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=10, 2-3=42, 3-4=-41, 4-5=16, 5-6=-24, 6-7=12, 7-8=-22, B-9=-24, 9-10=-15, 10-11=41. 11-12=-45. 12-13=10
BOT CHORD 2-23=5, 22-23=5, 21-22=5, 20-21=5, 19-20=5. 18-19=5. 17-18=5, 16-17=5, 15-16=5, 14-15=5, 12-14=5
WEBS 7-19=-106, 6-20=-104, 5-21=-125, 4-22=-36, 3-23=-259, 8-18=-104, 9-16=-125. 10-15=-36, 11-14=-259 '
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 130 mph winds at 15 it above ground level, using 5.0 psf lop chord dead load and•5.0 psf bottom
chord dead load, in the gable end roof zone an an occupancy category I, condition I enclosed building, with exposure C ASCE 7-98 per FBC/ANSI95 If end
verticals or cantilevers exist, they are exposed to wind. If parches exist, they are not exposed to wind. The lumber DOL increase is 1.33. and the plate gripincreaseis1.33
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MTek "Standard Gable End DetaiP
4) Gable requires continuous bottom chord bearing.
5) Gable studs spaced at 2-" oc.
6) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 137 lb uplift at joint 2, 154 lb uplift at joint 12. 113 lb uplift at joint 20139lbupliftatjoint21. 29 lb uplift at joint 22, 298 lb uplift at joint 23,115 lb uplift at joint 18.144 lb uplift at joint 16. 28 lb uplift at joint 15 and 298 lb uplift at
joint 14.
7) This truss has been designed with ANSI/TPI 1-1995 criteria.
LOAD CASE(S) Standard
v_
ce
JAN 0 6 2003
AwARmNO - wr{fy dsslyn parameters and READ NOTES ON THIS AND REVERSE SWE BE"RE Use.
Design valid tof use only with MITek connectors. This design is'bc~sed only upon, parameters shown, and is for on Individual building component to be
Installed and boded vertically. Applicability of design parameters and proper Incoipaatbn of component is responsibllty of bullding designer - not truss
designer. Bracing shown is for btetol support of Individual web members only. Addlbrial temporary bracing to Insure stability during construction is the
responslbllty of the ereclot. Additional permanent bracing of the overal structure is the responsibllty of the building designer. For general guidance
regarding fabrbatbn, quality control, storage, delivery, erection and bracing, consuit OST-88 Quality Standard, DSB-89 Bracing SpecMcatkx% and HIS-91 M iTek® Hondling Installing and Storing Recommendm Tr RecommendationavailablefromRate institute, 583 D'Onoeb Drive. Madison, WI53719.
Symbols Numbering System AGeneral Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
0110, 13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise.
Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat.
fie J2 J3 J4 owner and all other interested parties..
TOP CHORDS
2. Cut members to bear tightly against eachc2c3
other.
o WEBS J5
3. Place plates on each face of truss at each
For 4 x 2 orientation, locate o , ; ; ¢ joint and embed fully. Avoid knots and wane
plates 1/8" from outside edge of
0 O_
a y V
at joint locations.
truss and vertical web. a
o
4. Unless otherwise noted, locate chordsplices 1/
4 length(* 6" from caC, at panel adjacent joint.) BOTTOM
CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required
direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector
plates. fabrication.
6.
Unless expressly noted, this design is not applicable
for use with fire retardant or JOINTS
AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For
tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/
Gang-Nall Joint/Plate Placement Chart. FARTHEST
TO THE LEFT. is the responsibility of truss fabricator. General WEBS
ARE NUMBERED FROM LEFT TO RIGHT. practice Is to camber for dead load deflection. 8.
Plate type, size and location dimensions PLATESIZEshownindicateminimumplatingrequirements. The
first dimension is the width 4
4 to Second CONNECTOR
PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X
perpendicular slots. in all respects, equal to or better than the dimension
is the length parallel grade specified. to
slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL
BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates
location of required 11. Bottom chords require lateral bracing at 10 continuous
lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless
otherwise noted. SBCCI
87206, 86217, 9190 12. Anchorage and/or load transferring WISC/
DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. Indicates
location of joints at 13. Do not overload roof or floor trusses with which
bearings (supports) occur. stacks of construction materials. 14.
Do not cut or alter truss member or plate without
prior approval of a professional MiTek®
engineer.
15.
Care should be exercised in handling, erection
and installation of trusses. 1993
Mitek Holdings, Inc. ' f° FORM016,
019 a
t
I
I
STATE OF FLORIOA
DEPARTMENT OF COMMUNITY AlFFAIRS
Dedicated to making Florida a better place to call h)orne'
sTEVEN As. SEIHERT
IES 8U5H Secretary
Governor
i
yrF'ri0R,NDUM
TO: Building Officials. Manufacturers and agencies
FROM: Da Jones, Department of Community Affairs 'A'
RE: Requirement for Raised Seals for Manufactured Buildings/Sheds
DATE: March 15, 2002
The Florida Building Code does not require original signed and sealed planIbesubmitted to the ttoobtainapermitforinstallationorerectionofaclosedstructureiccalbuildingdepartmenmanufactured
in a manufacturing facility. The ins-, issued by
the State y
the tand deterrninedptoacomply beenreviewedandthebuildingsinspectedforcompliancebywith
applicable codes. The
State of Florida :maintains a set of sealed plans reviewed and approved'by a Florida licensed ModularPlansReviewerandinspectionreportsconductedatthemanufacturingfacilitybyFloridalicensedModularInspectors. 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 Lnformation ing.org), Manufactured Building Program - Systemwebsiteat( www.floridabuild 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 950-922-6091 or e-
mail: ila icing dca gjLe fl 1 2SSS
SHUMARD OAK {OULEVARD • TALLAHASSEE, FLORIDA 3-2399-2100 Phony:
850.488.8466lSuncom 278.a466 FAX850.921.0781/5unCom 291.0781 Internet address:
hitp://www.dC3-stalR.fl.us WAW uulueu+
er.
u,+^ee,aaT Mpt?ywC a cpr.wuwm oeweLo CIL17KAL sTAU
COaCM" ntLD OHKt Co+mvwrrr FLMIM6.4e 3s53 Sri. Mm oak scwwwa 2373 s1—Um Ga bWe.•d 27" Orrr
j kv2356 sarrrrAv Oaa SO -Swam Taaadlars". FL 323907100 Taatalem.1. rt 323e1.21C0 n.wrtow. FL
33000.2327 T.Q hMNW. I 32]efJlm tasm 413AN• 1051 7N7 4W
16301 44" 16
STATE OF FLORIDA
DEPARTMENT OF COMMUNITY AFFAIRS
Dedicated to making Florida .a, better place to call home"
JEB BUSH
STEVEN M. SEIBERT
Secretary
Governor
September 17, 2002
Jay D. Carter, President
Master Garage Builders, Inc.
9112 South US Highway 441
Ocala, FL 34480
RE: Manufacturer Certification: Master Garage Builders, Inc.
To manufacture: Prefabricated Walls and Gables
Manufacturer I. D. Number: MGB-390
This approval expires: September f6, 2005
Dear Mr. Carter:
I am pleased to inform you that the Department of Community Affairs has granted Master
Garage Builders, Inc. approval to manufacture prefabricated walls and gables for installation in Florida.
This approval is granted pursuant to your submittal which was found by this Department and yourinspection/plans review agency to be in compliance with the Manufactured Buildings Act. Design of
prefabricated walls and gables must be approved for compliance with the Florida Building Code by yourthirdpartyinspection/plans review agency before manufacturing them. Prefabricated walls and gablesmustbeinspectedbyyourthirdpartyagencyduringthemanufacturingprocessforcodecompliance.
On site installation requirements are specifically and entirely reserved to local authorities. These
requirements must be reasonable and uniformly applied as conventional construction.
A copy of this letter must be attached to the approved plans when making application for local
building permits.
Sincerely,
Mo Madani
Planning Manager, C.B.O.
Codes and Standards Office
IJ:akd
cc: Danny Kennetnur, NDI
2555 SHUMARD OAK BOULEVARD • TALLAHASSEE, FLORIDA 32399-2100
Phone: 850.488.8466/Suncom 278.8466 FAX: 850.921.0781/Suncom 291.0781
Internet address: http://www.dca.state.fl.us
CRITICAL STATE CONCERN FIELD OFFICE COMMUNITY PLANNING EMERGENCY MANAGEMENT HOUSING & COMMUNITY DEVELOPMENT
2796 Overseas Highway, Suite 212 25SS Shunwd Oak Boulevard 2555 Shumard Oak Boulevard T,S fumard osee, Ft 27 Boulevardotevad
marathon, FL 3305062227 Tallahassee, FL 32399.2100 Tallahassee, Fl. 32399.2100
305) 289-2402 (650) 466.2356 MCI) 413-9969 (650) 488-7956
Ame ican
Craftsman Florida Approval Numbers. Windows
Model Number Window Type Frame Type Application Approval Number Date Validated
2130 Picture Window Flange Masonry Block FL 1202
2180 Picture Window N.C. Fin Stick Frame FL 1203
2160 Single Hung N.C. Fin Stick Frame FL 1204
2760 Single Hung N.C. Fin Stick Frame FL 1266
2710 Single Hung Flange Masonry Block FL 1267
2730 Picture Window Flange Masonry Block FL 1270
2780 _
7400
Picture Window N.C. Fin Stick Frame FL 1271
1 Awnina Replace ent Masonry Block FL 1469
7450 Awninq N.C. Fin Stick Frame FL 1471
7500 Casement Replacement Masonry Block FL 1472
7550 Casement N.C. Fin Stick Frame FL 1473
8500 Double Hung Replacement Masonry Block FL 1474
8500 w/ Nail Fin Double Hung N.C. Fin Stick Frame FL 1475
4100 Picture Window Replacement Masonry Block FL 1522
5500/5600/5700 Patio Door Replacement MasonryBlock FL 1527, FL1538 4100
Picture Window N.C. Fin Stick Frame FL 1528 8700/
8800 Sliding . "indow Replacement Masonry Block FL 1532 8700/
8800 w/ Nail Fin Slidinq Window N.C. Fin Stick Frame FL 1534 5500/
5600/5700 Patio Door N.C. Fin Stick Frame FL 1540 2910
Single Hung N.C. Fin Stick Frame FL 1546 2710
Single Hung Flange Masonry Block FL 2591 2180
Picture Window N.C. Fin Stick Frame FL 2593 2110
Single Hung Flange Masonry Block FL 2597 2110
Revised Single Hung Flange Masonry Block FL 2597 R-1 2910
Single Hung N.C. Fin Stick Frame FL 2600 2730
Picture Window Flange Masonry Block FL 2607 2780
Picture Window N.C. Fin Stick Frame FL 2609 2160
Single Hung N.C. Fin Stick Frame FL 2612 2130
Picture Window Flange Masonry Block FL 2613 2760
Single Hung N.C. Fin Stick Frame FL 2614 2960
Single Hung N.C. Fin Stick Frame FL 2625 2950
Picture Window N.C. Fin Stick Frame FL 2651 2800
Slidinq Window N.C. Fin Stick Frame FL 3014 2723,
2724 Mullion Flange Masonry Block FL 3237 1500,
2723, 2724, 2728, 7500
Mullion
Fin and Flange Masonry Block Stick
Frame FL 3653 2380,
2180, 2250, 2350 Picture Window N.C. Fin Stick Frame FL 3861 1/
2/2005 2130
Picture Window Flange Masonry Block FL 3862 122005 2160,
2200, 2300 Single Hung N.C. Fin Stick Frame FL 3863 12/2005 7507 "
Impact" Fixed Casement N.C. Fin Stick Frame FL 3876 122005 2160,
2200, 2300 Single Hung N.C. Fin Stick Frame FL 3884 122005 Note:
FL
1527 IS IDENTICAL TO FL 1538 This
information can be located on the following website: www.Floridabuilding.org Evaluation
and Test Reults can also be printed from the above listed website. For
Installation Instructions, visit Americancxaftsmanwin.com 3/
26/2004 Exduding '
HVHr including "
HVHZ"
P-1,
2'x4' SLOCJ01VG AT AOTiOU OW O 4 r aG
MAX N FRS/ 2 FTAMNG SPACES O EACH EM:
ROOF VW= FASTENERS -
Sd COIAW OR HAG. NAILS
O 6' aG mm 5' OF SDEINAILS,
ENDwAILS OR ROOF RIDGE AND 4'
aG Al GABLE TRUSS
MAYBE 0 12' at FOR NIERYEDIAIE
FRAMING (RBUMX AREA}
I ACTUAL MOTH AND LENGTH MAY BE NOTED ON
THIS DRAW C FOR NUNDUAL BUIDWG PERMIT,
AS LONG AS DIMENSIONS DO NOT EXCEED 30'
MOTH OR 60' LENGTH APPLICANTS MAY SELECT
OPTIONS SHOWN HERECK
FLOOR PLAN ® 1 /8" = 1'=O"
MASTER PLAN for MASTER GARAGE BUILDERS, INC. RIDGE ANT
I FOR SPLM.fD BOTTOM PLATES
USE r x 5' (UN) TRUSS PLATES
STRUCTURAL SHEATHING
MEETS SWAR WALL
REOU IREIIENT.
TRUSS ANCHORS
DOUBLE HIS OR
SNGLE M-10 AT
6' FROM COW
NSTALL DOLILE STUDS (U'/
FlVE 12d NAILS EACH SIDE)
AT ALL WALL SPLICES
TRUSS ANCHORS H-10 O
0' to 6' FROM CORNER
COWONENTS ARE FACTORY CONSTRUCTED
AND HELD ERECTED ON' -SITE
2X12 DOUBLE HEADER NAM SAMWCRED 15/32'
aSe. w/ (2) FULL STUDS AND (2) JACK STUDS
ON EACH SiDE
NOTE
OTHER TVM OF STDNG MAY BE
SUBSTITUTED FOR of VNX SIDING OVER
THE STRUCnFRAI SHEATHING ()E: WOOD,
ALUMP&MJ OR STUCCO} STRUCiVIM
SHEA N NG SHALL ROM
CONTRACTOR TO FOLLOW MANUFACTURER'S
SPECIFICATIONS AND LOCAL BUILDING CODES
FOR RMAUA TINT
2A DOUBLE HEADER NAILED
SAMWCHFD 15/32' as.&
OPTIONAL OVERHEAD
DOOR LOCATION (16' MAX)
SIDE ELEVATION ® 1 /8" = 1'-0"
2X6 DOUBLE HEADER w/ NAILED
SANDWICED 15132' asA w/ -
DOUBLE STUDS + (2) JACt' STUDS
EACH SIDE
CERTIFIED TRUSSES
AS 00YEERED BY
OTHERS ARE
ACCEPTABLE
15/32' OW
STRUCTURAL SHEATHING
W/ WX OR S/B' T-111
W DOUBLE HEADER NAILED
SANDWCHED 15/3Y ass 4r
MAX
2' MN.
GABLE TRLM - ATTACH TO TOP
PLATE KIM LSTA12 STRAP O 16'dG
ATUCIH 2'x4' 1Nff BRACES FROM
BOTMV OF GABLE iRUSS 10 2n4
REGULAR TRUSS O cENW? d
W-PANTS ff ROOF SIME (3 TOTAL
KNEE BRACES) SEE PAGE 2 OF 3 FW
DETAILS
T
OVE'1*w DOOR OVEN" DOOR
c
iGPn, RIDE MAYBEEUSEm TO 2. FICV -
FONT ELEVA ON01 /8" = 1'-OELEVAON01 /8" = 1'-O"
I•
NOTM
BMNG DESIGN DEMWMWN OF 00 FORCES PER FLORIDA BUILDING CODE (FBC)
2001. LATEST REVISKK SECTION 1606.1.1, E7WTiON 1
MAD FORCES MIABU90 BY SBCG SSTD 10. LATEST RENSCK SUBJECT TO 1HE
UMWAMM OF FBC 2001 SECiHON 16081.1.1, 1606.1.4, AND 16011.1.6 FOR A BASIC WIND
SPEED OF 13D MPH (3-XCOM GUST) N EFOSURE CATEGORY B AS DETM N FBCISECTION160B.i.LL
CONTRACTOR TO PROVIDE DATA FOR COMPLIANCE WiN SECTION 16061.4, PRO76CIlON OF
OVaVGS N KNO SOME DEBRIS REGIONS AS DEFINED N FBC 20M FiGURE 1606.
ffORMATIOV RELATED TO W1M LOADS PER FBC 2001 SECTION 1606.1.7 ARE AS FMLOWS
1. SAM WINO SPEED: PER FBC 20M TABLE 16061.7 ('EQUIVALENT BASIC
WM S)Em!r)
V- - 130 MPH (3 SEGOW GUM
ACTUAL HEIGHT MAY BE USE H25 OR USE 2'x4' STUDS O 16' O.C. ATTACH ]OP O SOT= W/ H2.5 CONNECTORS in MPN (EASIEST im el
NOTED ON iNS ORAWNG HEADER
TRAP STUD CONNECMRS MAY BE OMITTED AT DISTANCES > 6' FROM CORNER •
AS LONG AS HEIGHT
THUS MASTER PLAN DESIGN S CURRENTLY APPROVED UNDER 5800 iD-99
DOES MT EXCEED iO' & CR9*W STUDS L; V SMX SWATHING IS INSTALLED AND IS FASTENED TO STUDS FOR 110 MPH (FASTEST 04
Ao mm .dorwl IWO ad
A hm to de brwi i
t
Ahwa it ijbwx
P Vd,*y r 3=
aw a eyAm Way
Appm
Appm d dd s Dxcsmak doa sot
AMVoe rAppto.e a!
Faa de mgmkencm d app§abb 6' Se. Lon
W/ Sd NAILS O 4 EDGE d 12 NTERIMATE WiN 4 ALTERNATE
DOUBLE ROW NAG. SPACING 2 WINO AWWTANCE FACTOR : TO - a77 BLCWV CATEGORY: i
SIDE FRAMING ELEVATION ® 1 /8" = 1'-0"_ .1 NW EXVSJIRE: B
4, INTERNAL PRESSURE COEFFICIENT: +/- a18 FOR ENCLOSED BUILDINGS
Date z o3 P N COMPONENTS AND CLmm : PER iWIL221 OF FBC 2001.
2 x4-1/4 NEDCE ANCHOR (U.S, ANCHOR Approved BY /z-
OR EOUAI) WIT WASIt R Richard L.. Bullock STRUCTURAL MUMS, CLADONG FASTENERS AM SWE S
MIL EMBEDMENT - 2-1/4' Modular Building Plans Examlw Florida C.ertirtcate SM 7vWNG FOR DC
E LOADS FR1.OMM TABLES
OF THE .
15022
sIHALL
AT GONERS AND AT NAx 36' aG LOADS fROM TABLES 160d2A, 16022E
A
6' FROM CORNER AND 16022C USING FIGIRE 1606. MULTIPLIED BY THE APPROPRIATE
THE
MAJL 48' aG > 6' FROM CORNER HEIGHT AND EVOISURE COEFFICIENT FROM TABLE 1M1.2D AND
iNG IS CONTINUOUS AROUND WMIANCE FACTRiR FROM TABLE 1606' SEE AOUPOVMIS AM CLADONG
WING PER1100 TABLE ON SHEET IR
4' TITS DRANONG S MENDED FOR W EXCLUSIVE USE Or MASHER GARAGE BUILDERS NG
AM/OR THEIR AUTHORIZED AGENTS.
nIS DRAWNG DESIGNED FOR A YAKMUM SZE BUILDING OF 30' WE BY 0LONG BY 10' NDtp . q WALL HEIGHT.
a.
a :
2) 0 , • , 6YB'-10/10
WW MESH OR FIBER
REINFORCED CONCRETE
L— 12- MN — -1
SECTION A -A THRU FOOTING
SCALE: N.T.S.
APPROVED» ALL CQMYECMR MODEL fS ARE SIMPSON UNLESS
DOCUMENT OTHERIVSE NOTED.
MANUFACTURER'S STALE BY OTHNLR
SEE PAGE 2 OF 3 FOR CONNECTION SCHEDULE
AN% MICHAEL W. RADCLIFFE ENGINEERING, INC.
2611 S.E. Lwm war Awaw Ocala. FL (352) 629-SS00 FAX (352) 629-' '9
C•tiffleal• No. E9-0008195
SHEET: i OF 3 b 0
FiLE: MASTERt.dvg DATE: 4-21-03 LATEST RENSION
L
P
COMPONENTS AND CLADDING TABLE
WIND SPEED (FASTEST 3-SECOND GUST IN M.P.H.) • EFFECTIVE
110 120 130COMPONENTAREA (S.F.) ZONE
TAM ACTILIAL
4 27.3 32.5 38.1
WINDOWS
10 7 - 9 5 33.9 ,1 40.1 47.0
4 26.1 31.1 36.5
ENTRANCE DOORS 50 21
30) 5- 31.4 37.4 43.9
4 24.6 29.3 34.4
GARAGE DOORS 50 56
7) 5 28.4 33.8 39.6
4 24.2 26.6 322
70 Nt1R PO Aka
100)
5 25.2 30.0 35.3
4 23.6 29.0 33.8
1 112
5 26.1 31.1 36.5
WINOLOAD x 1.5 x Tw
CONNECTION SCHEDULE
FOR UP M 30' WIDTH AND 60' LENGTH
130 MPH (FASTEST 3-SECOND GUST PER FBC 2001)
110 MPH (FASTEST MILE PER SSTD 10-99)
NOTES:
VALUES ARE FROM FBC
2001. TABLE 1606.2E
WALL). AND ARE
MULTIPLIED BY 1.5 &:
0.77 TO (AMPLY WITH
SECTION 1707.4.3
EXTERIOR DOOR
ASSEMBLIES AND
IMPORTANCE FACTOR
Tw) OF TABLE 1606.
EXPOSURE ADJUSTMENT
FACTOR IS 1.0.
ZONE 4:
REPRESENTS WALL
AREAS NOT COVERED IN
ZONE 5. SEE FIGURE
1606.2(C) OF FBC 2001.
ZONE 5:
REPRESENTS WALL
AREAS WHERE 10% OF
LEAST HORIZONTAL
DIMENSION OR 0.4h.
WHICH EVER IS
SMALLER. BUT NOT
LESS THAN EITHER 4%
OF LEAST HORIZONTAL
DIMENSION OR 3 FT.
1.0 M).
LOAD VALUES
ASSOCIATED WITH
LOWER EFFECTIVE
AREAS WERE USED
WHERE APPLICABLE
CONNECTION FASTENER SCHEDULE
LOCATION TYPE & REQUIRED UPLIFT PROVIDED UPLIFT
MODEL # STUD PLATE
BOTTOM PLATE TO IQNGPIN N/A
AT
AND
CORNERS
0 G
418#/I.f. 446#/I.L O 3' o.o.
FOUNDATION 1/2'x4 1/4' OTHERWISE 293#/I.f. 334#/I.L O 4' or -
WEDGE ANCHORS
STUDS TO TOP OR
BOTTOM PLATE ' SIMPSON H2.5 5-Bd 5-8d 556#/STUD
389#/STUD
400 from H2.5
474#/from
sheathing
TRUSS TO TOP
SIMPSON H7 8-84 6-8d _ 832#/TRUSS do'hI oJ1O-aL-
PLATE SIMPSON H2.5 5-8d 5-841 _ H2.5-415 83Odb1.)
SIMPSON H-10 122-10d 8-8d 582#/TRUSS TjjO;7§ +jam
GABLE TRUSS TO SIMPSON Al2 MIN. MIN. 90#/I.f. 905 # TOP PLATE (SHEAR) BRACES 5-10d 5-10d
15/32- OS8 Bd O 4' 84 O 4'
WALL SHEATHING STRUCSTRUCTURALedg do2 ed92 eir
293 f..
474#/I.L
6
GRADE intermediate intermediate
HEADER STUDS
CRIPPLE STUDS SIMPSON LSTA9 4-10d 4-10d 418#/I.L 725#/I.L
PER 305.2.3 OR H2.5 5-8d 5-8d 293#/I•f 4150I.f.
SSTD 10-96)
SIMPSON LSTA9 4-10d 4-10d 725#/I.L
DOOR HEADERS OR H2.5 5-84 5-8d 23#,A•L
ILL 415#/I.f.
FOR RANGE OF VALUES IN CONNECTION SCHEDULE: FOR CONNECTION SPACING SEE SHEET 1 OF 3
HIGHER VALUES WITHIN 6' OF CORNERS, AND EQUAL BY OTHER MFG'S ARE ACCEPTABLE WALL
SHEAR . WALL TABLE
MAXIMUM ALLOWABLE SHEAR END WALL
GARAGE DOOR OPENINGS
30 FT. MAX)
TOTAL SHEAR SHEAR SHEAR
WALL
SEGMENT FRACTIONDOORSSHEATHEDREQUIREDPROVIDED
LENGTH PLF PLF
2-8' 446p
495 (D
5o#O
1-16' 14 0.47 558
28 0.93 495
1-16' 1860
2-10' 20 0.67 285(D495
356
2-12 12 0.40 495660O824®
f SHEAR
WALLS REQUIRE HOLD DOWNS AT THE CORNER OF SHEAR WALL SEGMENTS. FOR
8' & 10' HIGH WALLS THE MINIMUM SHEARWALL SEGMENT IS AS FOLLOWS: 0.
3(8') - 24' FOR 8' WALLS 0.
3(10') - 3.0' FOR 10' WALLS Ot
TABLES 303P2. 305P3 L/W-2. e' WALL 5H/6. SINGLE SHEATHM
110
MPH 310
PLF x 0.3 (EAVE REDUCTION) x
1.8 (ADM FACTOR) p
1a- wALL. DOUBLE SMTHNG
110
MPN 169
PLF x 1.25 (10' WALL) x O.
E (FIVE REDUCTION) x 1.1 (ADM FACTOR)
O
TABLES 305P2. MM O TABLES 305P2. 305P3 WALLSH/5. SINGLE L/W - B' WAIL, DOUBLE 9+E SHEAT10' 110
MPH 110 MPH 310
PLF x 125 (10' VIAL;) x 0.8 239 PLF x 0.8 (EAVE REDUCTION) EAVE
REDUCTION) x to (ADM FACTOR) x 1.49 (AM FACTOR) O
TABLE 305N1 O TABLES XWX 305P3 STRUCTURAL1SWXKNG. 15/32 L/w - 2. 10' WALL DOUBLE TMCIWEW
8d NAL SIZE. 4' PANEL SHEATHING EDGE
NAL SPACING 110 LIPH O
1500 PER SIMPSON H2.5 CUP 239 PLF x 1.25 (10' WALL.) x 400/
PER SIMPSON H-7 08 (EPLK REDUCTION) x 1.40 585#
PER SIMPSON H-10 ADM FACTOR) O
DOUBLE SHEATHING to TABLES 305P2. 305P3 L/
w - 2 B' UkL.. 110 MPN 0TABLES305P2305P3W -
Z 8' WALL DOUBLE SHEATHING 4349PLFx DINDU ERECTION) 1l169
PLF x 0.8 (SAVE REDUCTION) tt TABLES 305PX 305P3 x
1.1 (ADJ FACTOR) L/W - 2. 1W WALL. 110 MPH DOUBLE
SHEATHING MAY MEET MINIMUM SHEARWALL SEGMENT LENGTH PROVIDED IT IS >- 2% THE
FULL PERIMETER OF THE STRUCTURE SHALL BE SHEATHED WITH STRUCTURAL SHEATHING. SHEAR
WALL TABLE MAXIMUM
ALLOWABLE SHEAR SIDE WALL GARAGE
DOOR OPENINGS 30'
X 3W BUILDING) TOTAL
SHEAR SHEAR SHEAR DOORS
WALL SEGMENT
FRACTION
SHEATHED
REQUIRED
PROVIDED LENGTH
PLF PLF 2-
8 ' 14 0.47 O
1-
16 4950 495 2-
8' 280 0.93 1260 4950 1-
16' 157 2-
10' 200 0.67 390 495E 2-
12' 12' 0.40 5530 495
150# "
6920
N
NDI
APPROVED"
XCUMENI'
STUDS
O 16' O.C. TRUSSES O 24' O.C. EAVE
HEIGHTS 10' OR LESS 16d
TOENAIL PROVIDES 26 # LOWER
VALUES GREATER THAN 6' FROM CORNER. SHEATHING MUST BE NAILED WITH 8d NAILS O 4' WITHDRAWAL VALUE PER INCH OF EDGE
AND 8d NAILS O 12' INTERMEDIATE WITH PENETRATION. USE
4' ALTERNATE DOUBLE ROW NAIL SPACING 4' ALTERNATE DOUBLE ROW SPACING Sv-••lNl(uQH IW OTOPANDBOTTOMPANELEDGESPERFIGURE305SiCOMPARABLE
AUTOMATIC GUN NAILS ARE ACCEPTABLE
SUBSTITUTES FOR COMMON NAILS 110
Ime ~
t wit A8 ;*
A0Jdd`{. SHEAR
WALL TABLE MAXIMUM
ALLOWABLE SHEAR SIDE WALL GARAGE
DOOR OPENINGS 60
FT. MA)L) TOTAL
SHEAR SHEAR SHEAR DOORS
WALL SEG
ENT FRACTION
SHEATHED
REQUIRED PROVIDED LENGTH
PLF PLF 4-
8 2-
16 32 0.53 1700 2130
D
4953-
16 24 0.40 2770 D
O
4954-12 346 NOTES:
t0
TABLES 305P2. 305P3 L/ -
tie' WALL 5 H/6. SNGLE 110
MPH 291
PLF x 0.8 (SAVE REDUCTION) x
1.7 (ADM FACTOR) TABLES
305P2. 305P3 10'
WALL. SH/6. SINGLE SHEATHING
Ila
MPH 291
PLF x 115 (10' WALL) x 0.8 EAVE
REDUCTION) x 1.7 (AOJ FACTOR) Oj
TABLE 305N1 STRUCTURALI SHEATHING, 15/32 THOCIONESS.
Bd MAL SZE. 4' PANEL EDGE
NNL SPACING O
OOUBLE SHEATHING D
TABLES 305P2. 305P3 L/W - 1. 8' WALL DOUBLE 94E YMNC 110
MPH 143
PLF x 0.8 (EAVE REDUCTION) x
1.1 (AW FACTOR) O6
L/W - 1. 10' WALL DOUBLE SHEATHING
t10
MPH 143
PLF x 1.25 (10' WALL) x OA EAVE
REDUCTION) x 1.1 IAOJ FACTOR) 434
PLF x 1.25 00' WALL) x 0.
8 (EAVE REDUCTION) x 1.9 (ADM FACTOR)
O7
TABLES 305P2 305P3 L/W - 1. B' WALL DOUBLE SHEATHING
110
MPH 202
PLF x 0.13 (EAVE REDUCTION) x
1.49 (ADM FACTOR) e0
TABLES W3P2. 305P3 11.
B. 1WWALLDOUBLESHEATH
110
MPN 202
PLF x 1.25 (10' WALL) x oa (
EAVE REDUCTION) 1.40 ACM
FACTOR) O
f I1• h s•
awfsed+81L 364 PLF
AAppx,nodx1.9 (Atw; fo8onia3G&aL to TABLES
lj' 3" PLF
FA (FIVE
1
FACTOR)df '
JtM
eiN9 t t
150 j PER "4y2 S wf&-ft
ER P"
AppelwJof
tthis D..tAwd6witre w Appxw.+
ry Utxiedew 305P3 Jl rm
a" ttsl L-- -.9 O TABLES 305P1,
L/w-28' WALL 5H/4 SINGLE SHEATHING V~ 110 MPH 125
PLF x
Oa (EAVE REDUCTION) x 1.7 (AW FACTOR) O I 0-
2.10' WAIL. 5N/6. SINGLE SHEATHING 125 PLF x
1.25 (10' WALL) x OA (EAVE REDUCTION) x 1.7 (AW FACTOR) O TABLE 305NI
STRUCTURAL I SHEATWIM13/32 THXKNESS. Bd NAIL SIRE. 4' PANEL EDGE MAL SPACING Oa DOUBLE SHEATK
NG O L/W -
2 8' WALL DOUBLE SHEATHING, I10 MPH 1112 PLF x0.8 (SAVE REDUCTION) a 1.9 (ADM FACTO O L/W-
2. 10' WAIL. DOABLE S HEATHHED. 110 MPH 182 PLF x115 (10' WALL) x 0.8 (EAVE REDUCTION AALAP% MICHAEL W.
RADCLIFFE ENGINEERING, INC. N W V
W IL 2611 S.E. Lake Weir Avenue Ocala, FL (352) 629-5500 FAX (352) 629-1010 SHEET: 2 OF
3 DATE 6/17/02 LATEST REVISION FILE MAS1ER2.dwg
IF -
Il .
IF .
Ni 11%
1 r
M TTW
MTM
SOIPSONLSTA12 SWAT s-
1od NAis RE95M
SWeAa CLP 10d
MAL BOTIDN
PLATE 0P GAME TRUSS FEDINSTALLED16d
O Ir O/C FMD
NSTAUED— rX4'
STUD CONSTRUCTION
GAME
IN= ALL
GAM OAS M W. 15/
3r -0sL OR 5/r T-111 MATED
AT C O/C e
1r 0/C FROM FACToer NALS
o r O/C GAELE
TRUSS Ass: ka LY WALL
ASSOISLY nT"
c L SECTION OF CABLE TRUSS
CONNECTION SCAM
A.r.S. O.
Ss tr/ MKIt OR SONG
OR 5/6' T-111 DETAILS
for MASTER GARAGE BUILDERS, INC. tige
Pet% mft* wd ell ' Rori&
MU1111161camd OIL Act
ma adopted C.do ar 11p1aa
r
tie
fowwl_nid a.
1. rye /!_ 0
Far
JOmfisof FaIIi M=
I SPLICES
MAY OCCUR tLDING 8' MAX. BUT MAY
BE LESS DUE TO LENGTH 24'
MIN. OVERLAP AT SPLICES
W/ 8 #16d 2z8
BOTTOM EACH
SIDE CHORDS
O CENTERS (
NOTCH
FOR OOUBPLA°
E Appo
ai of" Docostek doe. no Aw&
arne et Appeeve my De.iao.a Ftomo
dw requireoaft Jf eppoembb SUN
Elaoe NOTES:
1.
END CONNECTION OF GABLE TRUSS PROVIDES REQUIRED
RESISTANCE TO UPLIFT. 2.
WITHDRAWAL VALUES FROM 16d NAILS THROUGH
TRUSS BOTTOM CHORD, 8d OR 10d NAILS
IN SHEAR CUP & 8d NAILS IN O.S.B. PROVIDE
ADDITIONAL UPLIFT a: SHEAR RESISTANCE
3.
THIS DETAIL INDICATES CONNECTIONS TO PROVIDE
SHEAR RESISTANCE FOR GABLE TRUSS.
PROTRUDING
GABLE OPTION 2
4- SPLICE FLAT-
1 r_ _ J BOTH
PLEEDD TO \\ I I 2x4 TOP PLATE EXTENDED 2' 2%
4' STUDS O 16' O.C. 4'
x4' ANGLE SUPPORT FOR 8- WALLS 2%6' W/
2-16d O EACH ENOI L STUDS O 16' O. C. FOR 10'
WALLS FRONT
WALL SEE
MASTER PLAN FOR FASTENING REQUIREMENTS FOR
STANDARD BUILDING COMPONENTS SIDE
VIEW 2x4
BRACES EVERY
4' RIDGE
LINE TOP
VIEW 2 #
8D O EACH CONNECTION
2) #
5 REBARS ALL %
4EPO Nor rO SCALE TRIPLE
202 STAN
BASEMENT
O
15 4x4
P.T. LOFTED
BARN BEAM SUPPORT OPTION N
24' TYPICAL)
VARIES
1
I.'
O
IS' MAX. W/
O SPLICE ARO
FLOOR OR JACK
SUPPORT EET
MAX. (ALT. S.
Y.P. COLUMN) ONC.
FLOOR EE
MASTER PLAN FOR FLOOR DETAILS SIDE
VIEW GABLE
DOUBLE
TOP PLA 3-
16d O 24' O.C. EACH
SIDE INTO JACK
STUDS - NO ADDITIONAL
STRAPPING REQUIRED
2x4
JACK STUD -
BOTH SIDES
OF TRIPLE 2z12
2 -
2x4 SANDWICHED
TO
2x6 TRIPLE
2X12 NAILED W/
3-16d O 24" O.C. EACH
SIDE 2x4
FRONT
VIEW 15#
FELT 25
YEAR MINIMUM ASTM
0-3161 FIBERGLASS SHINGLES CURB
FOOTING OPTION ND! c6 NAILS PER SHINE) dAPPROVED'
1 ANCHOR
OR WEDGE
ANCHOR (U.S. PO^
UMEW ANCHOROREQUAL) W/2' WASHER MIN. IV' EMBEDMENTs2-1/4' AT CORNERS AN AT
MAX. 36' O.C. < 6' FROM CORNER. N MAX.
48' U.C. > O.K. FROM CORNER. CONCRETE
CURB 5 1/2- WIDE x 5 1/2- TALL(OPTIONAL) EXTEND
WW MESH INTO CURB AS SHOWN I
RE3NFORCED
3000
patCONCRETE46'-
10/10 A '
MESH OR FIE COI+
1
o I
12'
MIN. ---' I '
Date S 12'
Approved Richard
L. Bullock Modular
Building Plans Examiner Florida Certificate 3
2
1/2- WIDE
ALUM. DRIP
EDGE WOOD
OR METAL
FASCIA PLYWOOD
OR VINYL
SOFFIT VINYL
SIDING INSTALLED
PER MFG. SPECIFICATIONS.
MODIFY
SIZE AS NECESSARY NOTE:
OTHER
TYPES OF FINISH ROOFING MAY BE
SUBSTITUTED FOR THE FIBERGLASS SHINGLES (
IE: WOOD, METAL. OR COMPOSITES).
STRUCTURAL SHEATHING SHALL
STILL BE USED. CONTRACTOR
TO FOLLOW MANUFACTURER'
S SPECIFICATIONS AND LOCAL
BUILDING CODES FOR INSTALLATION.
15/
32- O. TRUSS
AN 2)
2'x4' 2'
x4' STUDS O 18' O.C. 8'
WALLS: S-P-F CONSTRUCTION GRADE
OR BETTER 9'
WALLS: 2 X 4 STUDS O 16' O.C. S-
P-F #2 GRADE OR BETTER 10'
WALLS: zxs STUDS o 16' O.C. 2
GRADE OR BETTER 15/
32 OSB SIDING SCALE:
N.T.S. 1
MICHAEL W. RADCLIFFE ENGINEERING, INC. SECTION
TH R U CURB FOOTING NWWW I, 2611 S.E. Lake weir Avows Ocala. FL (352) 629-5500 FAX (352) 629-1010 SCALE:
N.T.S. MEET: 3 OF 3 /, I FILE:
MASTER3.dwg DATE: 4/21/03 LATEST REVISION 11 C EE
MASTER PLAN FOR FLOOR DETAILS SIDE
VIEW GABLE
DOUBLE
TOP PLA 3-
16d O 24' O.C. EACH
SIDE INTO JACK
STUDS - NO ADDITIONAL
STRAPPING REQUIRED
2x4
JACK STUD -
BOTH SIDES
OF TRIPLE 2z12
2 -
2x4 SANDWICHED
TO
2x6 TRIPLE
2X12 NAILED W/
3-16d O 24" O.C. EACH
SIDE 2x4
FRONT
VIEW 15#
FELT 25
YEAR MINIMUM ASTM
0-3161 FIBERGLASS SHINGLES CURB
FOOTING OPTION ND! c6 NAILS PER SHINE) dAPPROVED'
1 ANCHOR
OR WEDGE
ANCHOR (U.S. PO^
UMEW ANCHOROREQUAL) W/2' WASHER MIN. IV' EMBEDMENTs2-1/4' AT CORNERS AN AT
MAX. 36' O.C. < 6' FROM CORNER. N MAX.
48' U.C. > O.K. FROM CORNER. CONCRETE
CURB 5 1/2- WIDE x 5 1/2- TALL(OPTIONAL) EXTEND
WW MESH INTO CURB AS SHOWN I
RE3NFORCED
3000
patCONCRETE46'-
10/10 A '
MESH OR FIE COI+
1
o I
12'
MIN. ---' I '
Date S 12'
Approved Richard
L. Bullock Modular
Building Plans Examiner Florida Certificate 3
2
1/2- WIDE
ALUM. DRIP
EDGE WOOD
OR METAL
FASCIA PLYWOOD
OR VINYL
SOFFIT VINYL
SIDING INSTALLED
PER MFG. SPECIFICATIONS.
MODIFY
SIZE AS NECESSARY NOTE:
OTHER
TYPES OF FINISH ROOFING MAY BE
SUBSTITUTED FOR THE FIBERGLASS SHINGLES (
IE: WOOD, METAL. OR COMPOSITES).
STRUCTURAL SHEATHING SHALL
STILL BE USED. CONTRACTOR
TO FOLLOW MANUFACTURER'
S SPECIFICATIONS AND LOCAL
BUILDING CODES FOR INSTALLATION.
15/
32- O. TRUSS
AN 2)
2'x4' 2'
x4' STUDS O 18' O.C. 8'
WALLS: S-P-F CONSTRUCTION GRADE
OR BETTER 9'
WALLS: 2 X 4 STUDS O 16' O.C. S-
P-F #2 GRADE OR BETTER 10'
WALLS: zxs STUDS o 16' O.C. 2
GRADE OR BETTER 15/
32 OSB SIDING SCALE:
N.T.S. 1
MICHAEL W. RADCLIFFE ENGINEERING, INC. SECTION
TH R U CURB FOOTING NWWW I, 2611 S.E. Lake weir Avows Ocala. FL (352) 629-5500 FAX (352) 629-1010 SCALE:
N.T.S. MEET: 3 OF 3 /, I FILE:
MASTER3.dwg DATE: 4/21/03 LATEST REVISION 11 C