HomeMy WebLinkAbout310 W 3 StCITY OF SANFORD PERMIT APPLICATION
Permit No.: Z' Date: Z 2' Zoo*
JobAddress:316 o 3" S'i'tz r j i4A ft9/bi 1-10rJ0il.
Permit Type: -*—Building Electrical Mechanical Plumbing Fire Alarm/Sprinkler
Description of Work: 44&& gAC4 %A N 9, , mgc_ C -ax yiOQ AS
g4w1r
Additional Information for Electrical & Plumbing Permits
Electrical: _Addition/Alteration _Change of Service _Temporary Pole New AMP Service (# of AMPS )
Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional)
Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines
Occupancy Type: Residential _Commercial _ Industrial Total Sq, Ftg: I YOO Value of Work: $ 2 3 %L
00,
Type of Construction: Flood Zone: Number of Stories: _& Number of Dwelling Units:
Parcel No.: PS - ICI - 3 D " 5 i\ ES - V % 0(1 - NO CI At (Attach Proof of Ownership & Legal Description)
Owner/Address/Phone:grulpN -s' A- TOM- 12 &A2am 310 W jt'-1 SZ Swilo o r( 3d17%%
Contractor/Address/Phone: _L n C
QA' fL 3Zi
Contact Person: t 0
Title Holder (If other than Owner):
Address:
Bonding Company:
Address:
Mortgage Lender:
Address:
State License Number: LEiL 03101
Phone & Fax Number: 'Rp l)l Q $ 3835
Architect/Engineero J114M /' 574dag &Q I K 4E Phone No.:46? 65# ?71 ''
AdurwS: I ZZ 5--- Re buCA Qilw) Q! iJ.; 6AwaW f L 9V%% Fax No.:
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 FINANCINY, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR
NOTICE OF COMMENCEMENT. 1
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 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
igmngaof
O-Lo--73 -cob--
22- ZAW2—
Signature of Owner Agent Date Ronactor/Agent Date
er oa
Print Owner/Agent's Name Print Contractor/Agent's Name
C• c...dLsz. 3/aalQa oa
Signature of Notary -State of Florida Date Srgnature of Notary -State of Florida Date
Linda R. Wade
eCoumds" 0 CC 9SM22
3. lq*w Dx. 17, 2004
Bonded Un
y ai Atadk B0206 Co., Im
Owner/Agent is Personally Known to Me or
I roduced ID&M O'i0 e?3 (9 0
APPLICATION APPROVED BY:
Linda R Wade
commiNdm 0 CC 9U622
lq&n Dx 17, 2004
Hooded ran
Atletle Ca, lac.
Contractor/Agent is Personally Known to Me or
Produced ID
Date: 3 —.Z 7— Z
Special Conditions:
Date: 31,g?
ffdprnr--
INSURANCE GENERAL
CONTRACTORS
Insurance Restoration Specialists
County:Seov n c,ka Onor ayCity: r c4
To Whom It May Concern:
Greg Dillon has my authorization to pick up the following permit for my company. I am the
qualifier for Insurance General Contractors, Inc.
Owner: jiAse. V[Gi-Y'G ft 6Lna Sre-ndo-
Address: 31—t-
SG j'tllf-a FL
Parcel ID# 02— lq - 3J - S 19G- b40(fl Oo9
Blaine Vermeulen
President
STATE OF
COUNTY OF
h
Sworn to and subscribed before me this n?,` day of Mg-t h , 20_-P2. [] Affiant produced
a picture ID/drivers license or Xis personally known to me.
Notary Rubber Stamp Seal
Linds.R Wade
cm do" / cc 9E11672
s.
111"
Bood d ml- 2M
a&ne &oft OL, i.e.
Notary Signature
Printed Name
CGCO13637
240 S. Highland Street - Mount Dora, FL 32757 - 18001892-1116 - (352)383-6438 - fax (352)383-5314
www.insurancecontractors.com
310 Td St., Sanford
Report # PEA1228
December 28, 2001
WILLIAM F. STUHRKE, PhD, P.E.
FLORIDA P.E. #22150 12215 REBECCA'S RUN DR. WINTER GARDEN, FL. 34787 (407) 654-8733
INSURANCE GENERAL CONTRACTORS December 28, 2001
Attn: Greg Dillon
240 South Highland St.
Mount Dora, FL
32757
FAX # (352) 383-5314
Subject: 310 3ed St.
Sanford, FL
Roof and Second Floor Exterior Wall
Inspection and Evaluation
Owner: Garcia
Report #: PEA1228
SUMMARY
The roof structure of the home had been partially collapsed as a result of loading with
roofing materials, prior to the installation of a new roof covering. The damage to the
roof structure and to the exterior frame wall was inspected and evaluated. The existing
roof structure was a conventional rafter system, which had been built before there were
Codes and structural requirements. The main ridge beam had been broken and several
of the rafters compromised. This had forced the top plate of the second floor exterior
wood frame wall on the west side of the home to bow out. The repair must meet all of
the requirements of the current Code. The west side wall must be pulled back into
place and then secured with adequate strapping. The entire rafter and roof structure
must be removed and replaced. It is recommended that a simple gable end
manufactured truss system be installed. Upon receipt of the truss layout and truss
engi ring a detailed plan and specification can be provided for the repair and
r st r this ho
William F. Stuhrke, PhD, PE
State of Florida
Professional Engineer # 22150 r
310 3Id St., Sanford
Report # PEA1228
December 28, 2001
DISCUSSION
The historic wood frame two story home located at 310 3`d St., Sanford (32771) was
inspected and evaluated on December 28, 2001. This was a detailed visual inspection
of the exterior, interior and interior of the attic plenum.
This is a picture of the two
story historic home in
Sanford. The home had
been built in the first part
of the 20th century. As may
be seen in the picture, this
was a wood frame two
story home, which had
been installed over a
crawl space on piers. A
new roof covering was to
be installed on this home
and the bundles of
shingles had been
stacked on the top portion
of the roof over this home,
when the roof structure
failed and there was a partial collapse. As a part of that collapse the upper portion of
the west side second story wall as shown in the picture bowed outward. On the interior
of the home a separation at the ceiling of the wall was observed, which varied but was
a maximum of about two inches above the window in the stairwell in the center of the
picture. Temporary shoring had been installed to stabilize the structure and prevent
further collapse and damage.
2Td Q/
William F. Stuhrke, PhD, PE
State of Florida
Professional Engineer # 22150
K
310 3Id St., Sanford
Report # PEA1228
December 28, 2001
William F. Stuhrke, PhD, PE
State of Florida
Professional Engineer # 22150
3
This is a picture of the
separation between the ceiling
and the wall at the top of the
stairwell. There was no
evidence of structural damage
in the exterior wall and it did
not appear that there had been
a failure in the double top
plate. It appeared that the wall
had been pushed outward by
the downward pressure on the
rafters. It is likely that this
section of wall can be jacked
back into place and then
secured with proper and
adequate strapping.
This is a picture on the
interior of the attic plenum,
which shows the chimney
at the center point of the
attic. As may be seen in
this picture, the 1 "X6" ridge
beam had been broken
adjacent to this chimney.
When this ridge beam
broke, there was no
support for the rafters and
due to the fact that there
were no collar ties, the
weight of the roof shingle
bundles forced the rafters
down and outward. This is
310 3Id St., Sanford
Report # PEA1228
December 28, 2001
what forced the wall on the west side outward.
This is a general
view of the interior
of the attic plenum.
The structure of this
attic plenum fails to
meet any Code or
good engineering
requirements for
load capability. It
has been noted that
this home was built
before there were
any Code or
engineering
requirements for the
construction of this
roof system. Due to
the damage, which
had occurred to this
roof structure, the new roof structure as repaired or restored must meet all of the
requirements of the current Code. As may be seen in the picture, the 2"X6" wood
rafters were installed 25" on center. The total span of the roof, including both rafters
and the ridge beam was 20 feet. The ceiling joists as shown in the picture were
installed perpendicular to the rafters and as such did not provide any tie between the
sidewalls of the home. It was noted that the rafters were 2"X6" wood material and had
been installed 24" on center and spanned the full length of the home, which was 24'.
The rafters were secured to the balloon frame 2"X4" wood studs and the top of the
ceiling joists were about an inch below the bottom of the double top plate on the wall.
The rafters were secured to the top of the double top wall plate.
William F. Stuhrke, PhD, PE
State of Florida
Professional Engineer # 22150
4
7
310 3`d St., Sanford
Report # PEA1228
December 28, 2001
PRELIMINARY REPAIR SPECIFICATION
The existing roof structure on the home located at 310 3Id St., Sanford (32771) was
damaged and compromised. Due to the fact that it is non conforming, it must be
completely removed and replaced. The replacement structure must meet all of the
requirements of the Standard Building Code, 1997 Edition, including all of the load
requirements of Section 1606, including the 100-MPH wind loads.
Demolition - All of the roof structure above the double top plates of the four walls
must be removed.
New Roof Structure - It is recommended that manufactured wood trusses by
provided and installed. The standard 24" on center wood trusses must be built to
match the existing span of the structure and roof slope. The manufactured wood
trusses must be secured to the existing walls with suitable strapping to resist the
wind load uplifts. Bracing and nailing of the roof sheathing materials must be
specified. The truss installation details, including bracing and strapping will be
provided with the detailed repair specification upon review of the truss layout and
truss engineering from the truss manufacturer.
William F. Stuhrke, PhD, PE
State of Florida
Professional Engineer # 22150
5
n uonz ooi
Jan 10 02 05s2lp Engineering & Planning 4073305678 p.l
CITY OF SANFORD
HISTORIC PRESER VA TION BOARD
APPLICATION FOR A
CERTIFICATE OF APPROPRIAaTENESS
P.O. Rox 1788. Sanfo,4 F!. ?2 772- l 788
Phone: 407 330-5672 Fcae: 407 330.3679
Property Owaen &Cr1DA b-YSe &A*44A Property Address: 9/40 (4) 3 ce Sl? T
Mailing Address: o (4) Phone Number.
Fax. Number
Agents L,
Address: S`%
Phone Number. 6b0C9402111(1
Fax Number: F d? 793 r3l V-
Oowntawn Commercial Historic Dist i : Z Residential Historic Distriats ...
Describe all changes in material, color or location to the exterior of the building and property;
wn. - 1061fnsR/re
Historic Preservation Board
Application is Approved
OFFICIAL USE ONLY
Date- Staff Review Dates
Denied
Conditions:
4
SEA 0*V-6D%yC-gEPT. O
HESE PLANS A)?E RCVIEWCD AND CONDITIONALLYACCEPTEDFORPERMIT. A PERMIT IS -SUED SHALL BECONSTRUEDTOF3FALICENSETOPROCEZEDWITHTHF' WORK. AND NOT AS AUTH
Approved with Conditions
e
CANCEL. ALTER, OR TY TU VIOLATE,
SET AS!DE ANY THE COPHPRO`/:SIGNS OF THE TECHNICAL CGUF7. NORR SHALL
BUILDING OFFICEISSUANCF- OF A PERMIT PREVENT ',
DEPT FROM THEREAFTER REOUIRING A CORREC. TION OF ERRORS ON THE PLANS. CONSTRUCTIONOR'OTHERVIOLAI'IO?,jz1, ..-
PERMIT # o
oti1lxYitt;Y.+:,
Job Truss Truss Type Qty Ply INSURANCE GEN CONTR RENOVATION;Y
0221-1 A 104 2 1:'`'' l .
optional)
Premier Building Components, Inc., Orlando, FL 32505, M.E. .4.201 5R1 s Nov 16 2000 MiTek Industries, Inc. Wed Mar 13 09:42:21 2002 Page 1
42.4-0 12-10-0 25-8-0 28-0.0
2-4-0 12-10-0 12-10-0
Scale a 1:50.5
5x8 =
10
Sx8 =
25-M
i 25-8-0
Plate Offsets (X,Y): [28:0-4-0,0-3-0]
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.29 Vert(LL) n/a - n/a M1120 249/190
TCDL 10.0 Lumber Increase 1.25 BC 0.10 Vert(TL) 0.05 1-2 >578
BCLL 0.0 Rep Stress Incr YES W13 0.04 Horz(TL) 0.01 18 n/a
BCDL 10.0 Code SBC/ANSI95 Matrix) 1st LC LL Min Udefl = 360 Weight 180 lb
LUMBER BRACING
TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 6-" oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2 X 4 SYP No.3
REACTIONS (lb/size) 2=330/25-8-0, 28=7/25-8-0, 27=101/25-8-0, 29=10025-8-0, 30=108/25-0-0, 31=107/25-8-0, - --- -- ---' - -
32=106/25-8-0, 33=108/25-8-0, 34=92125-8-0, 35=164/25-8-0, 26=107/25-8-0, 25=107/25-8-0
24=107/25-8-0, 18=330/25-8-0, 23=106/2543-0, 22=108/2548-0, 21=92/25-8-0,
20=164/25-8-0
Max Horz2=249(load case 4)
Max Uplift2=405(load case 4), 29=-64(load case 4). 30=105(load case 4), 31=-101(load case 4),
32=100(load case 4), 33=-89(load case 4), 34=-151(load case 4), 35=-76(load case 3).
26=38(load case 5), 25=-109(load case 5), 24=102(load case 5), 18=-462(load case 5),
23=100(load case 5), 22=-89(load case 5), 21=-151(load case 5), 20=-78(load case 2)
Max Grav2=330(load case 1), 28=7(load case 6), 27=109(load case 5), 29=100(load case 1),
30=109(load case 6), 31=107(load case 6), 32=106(load case 1), 33=108(load case 1),
34=92(load case 6), 35=164(load case 6), 26=107(load case 1), 25=108(load case 7),
24=107(load case 7), 18=330(load case 1), 23=106(load case 1), 22=108(load case 1),
21=92(load case 7), 20=164(load case 7)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=47, 2-3=-62, 3-4=-24, 4-5=8, 5-6=8, 6-7=8, 7-8=8, 8-9=8, 9-10=8,10-11=22, 11-12=22, r
12-13=22, 13-14=-22, 14-15=21, 15-16=22,16-17=-24, 17-18=-62,18-19=47
BOT CHORD 2-35=6, 34-35=6, 33-34=6, 32-33=6, 31-32=6, 30-31=6, 29-30=6, 28-29=6, 27-28=6, 26-27=6, t
25-26=6,24-25=6,23-24=6,22-23=6,21-22=6,20-21=6,18-20=6
WEBS 10-27=-75, 9-29=-80, 8-30=-80. 7-31=-80, W2=80,.5-33=80, 4-34=-72, 3-35=-119, 11-26=-80,-• • -- - - ----=:----- -- -
12-25=80, 13-24=-80, 14-23=-80, 15-22=-80,16-21=72, 17-20=119 r
NOTES
1) This truss has been checked for unbalanced loading conditions:
2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft aboveground level, using
5.0 psf top chord dead Toad and 5.0 psf bottom -chord dead load, in.the gable end roof zone.on an occupancy -
u-- •- •
L:5'•: =_ _ '• _`.."
category II, conditions enclosed building, with exposure C ASCE.7-98 per SBCIANS195 If end verticals or MAR .l 4:2W2
cantilevers exist, they are exposed to wind. If porches exist they pre -not exposed to wind. The lumber DOL
increase is,1.33, and the plate grip -increase is.1.33
Continued on page 2--
Job, Truss Truss Type Qty Ply INSURANCE GEN CONTR RENOVATION
0221-1 A i 104 - 2 1
optional)
r+anna+ ounun+y vvn+Nvnants, rnv., vnanuv, FI acvvo, rv+.c. ;.cv+ on+ s rvvv ro cvvv mr r eR rnuusrrres, ma, vveo mar ra vy:ac:cr cvvc rage Z
NOTES
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 Detail""
4) All plates are 2x4 M1120 unless otherwise indicated. _
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 14-0 oc.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 405 lb uplift at joint 2, 64 lb uplift at joint 29, 105 lb uplift .
at joint 30, 101 lb uplift at joint 31, 100 lb uplift at joint 32, 89 lb uplift at joint 33, 151 lb uplift at joint 34, 76 lb uplift at joint 35, 38 lb uplift at joint 26,
109 lb uplift at joint 25, 102I lb uplift at joint 24, 462 lb uplift at joint 18, 100 lb uplift at joint 23, 89 lb uplift at joint 22, 151 lb uplift at joint 21 and 78 lb
uplift at joint 20.
8) This truss has been designed with ANSI/TPI 1-1995 criteria.
LOAD CASE(S) Standard
i
MAR •14 2M
Job Truss Truss Type Qty ply INSURANCE GEN CONTR RENOVATION
0221-1 Al I 104 12 1
optional)
y ....,..p..,,v„w, IIIbq VII— -, V, •.•.V. 1.LV I or%1 ,71.VV IV GVVV IVII1=A 111VV40u1=J, 111 :. VY=V IV141 IJV,7.YL.LJ LVVL rage I
2-0 6-9-1 12-10-0 _ 18-10-15 I 25-" 28-0.0
2.4-0 6-9-1 6-0-15 6-0-15 6-9-1 24-0
Scale=1:50.5
5x8 =
4
4.75 F12
I
2x4
3
2x4
5w1/. W1
cro
al
7
3x4 = I 10 9 8 3x4
I3x4
3x4 = 3x4 =
I8-9-6 16-10-10 2541-0
8-9-6 8-1-4 8-9-6
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC ' 0.41 Vert(LL) 0.10 10 >999 M1120 249/190
TCDL 10.0 Lumber Increase 1.25 BC 0.63 Vert(TL) -0.24 8-10 >999
BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.06 6 n/a
BCDL 10.0 Code SBC/ANSI95 1st LC LL Min Vdefl = 360 Weight: 143 lb
LUMBER BRACING
TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 5-7-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-7-7 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 2=1168/0-4-0, 6=1168/0-4-0
Max Horz2=249(load case 4) •. - -
Max Uplift2=-915(load case 4), 6=915(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD 1-2=24, 2-3=-1876, 3-4=-1642, 4-5=-1642, 5-6=-1876, 6-7=24
BOT CHORD 2-10=1726, 9-10=1202, 8-9=1202, 6-8=1726
WEBS 3-10=-320, 4-10=529, 4-8=529, 5-8=-320
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 120 mph winds at 18 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 II, condition I enclosed building, with exposure C ASCE 7-98 per SBC/ANSI95 If end verticals or
cantilevers exist, they are exposed to wind. If porches 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 connedtion (by others) of truss to bearing plate capable of withstanding 915 lb uplift at joint 2
and 915 lb uplift at joint 6.
4) This truss has been designed with ANSVTPI 1-1995 criteria.
LOAD CASE(S) Standard
MAR 14 2QQ
r
After Recording return to:
G C, C,
rax Folio #
cc ,
ounty of 5irnfev e.
17HE UNDERSIGNED
ollowing infotmation•is'
1. Legal desc!•iptl
D
CERTIFIED COSY
MARYANNE MOW
CE RK OF CIRCuff COURT
SEMINOLE COUNTY. FLORIDA
DMUTT. ct.t=W
FEB 8 2002
Notice of Commencement
NARYi1ME IWIN9 CLERK OF CIRWIT COURT
i3EMINOLE COUNTY
BK 04321 PG 1540 '
CLERK'S # 2002A29274
RECORDED OE/06/em 04119156 PM .
WMRDINB FEW L OO
RECORDED BY N Noldn
FS 713.13
ves notice that improvement will be made to certain real property, and in accordance with Chapter'713, Florida Statutes, the
in this Notice of Commencement.
I-3o-5AC-r,OYO(o-oo9.4
S',r *JAb4Q 3 -- 77/ ,
General desetiptionof improvement:
Owner: Nemo.and µdress_ _Srf,40A T f w sa - ({tr1Ui4 /U !.J 3
a. interest i%property:6 fit/ rL
b. qipno. t+rlt,I.,address of fee simple titleholder (if other than Owner)
f l!•'•_ _.'%•• .. T r_. A-^-IAAd # w_IAS-V _A I / _/f A/•SL. 2 0_s Nr9hlA+,o "'
Surety:`;. Name u'Aaddii
Fax number (optional, if service by rax is acceptable)_Sa
01
S
a Phone number Fax number (optional, if service by fax is acceptable)
Lender:.: Nomean4;address
a. Phone :number Fax number (optional, if service by fax is acceptable)
Persons within t{tyState of Florida designated by Owner upon notices or other documents maybe served as provided by Section 713.13(1) (a) 7., Florida
ltatutee;;(na ite at}'gddre:s):. .
a. Phone nuiltber .. Fax number, (optional, if service by fax is acceptable)
1. In add ition;to:hims f,:Dwner designates to receive a copy of the Lienor's Notice as provided in Section
713.13(1) (b);119ii1<fety)tes.
a. :Phone nFax number (optional, if service by fax is acceptable)' I.
Expiration to ot'lrnotice:of commencement (the expiration date is one (1) year from the date or recording unless a different date is specified) State
of Florida gnature of Owner County
Of The
foregoing instrument wat.:acknowledged before me this _ day of JAM a= by 6f av dc. Q0_1`c G who is personally
known to pe.o rod ce Ut'r: V ' . C wtiS as identification. Linda
R Wade , Oonml+
ai #OCR 1
7.=04 Notary Public Agolis
Baadlta QW. )lad I