HomeMy WebLinkAbout2428 Yale Ave (4)1 . 61111%
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CITY OF SANFORD. PERlifli' APPLICATION
rb Address: A- d
scriplion of Work:
isteric District: Zoning:
rmit Type: Building -X— Electrical
ectrical: New Service - # of AIW'S
echanical: Residential Non -Residential
umbing/ New Commercial: # of Fixtures
F- t.1jL'" Tolal Square Footage 1,501
Value of Work: Sq, m
Mechanical Plumbing Fire Sprinkler/Alarm Pool _
Addition/Alleration Change of Service Temporary Pole
Replacement New (Duct Layout K• Energy Calc. Required)
of Water & Sewer Lines # of Gas Lines
umbing/New Residential: # ofWaterClosets Plumbing Repair - Residential or Commercial cupancy
Type: Residential X Commercial Industrial mstruction
Type: —SEa of stories: # of Dwelling Units: Flood 'hone: (FEMA foray required) rntraclor
Name & chilect/
Faginecr: I'huoc _ dress:
Fa c: plication
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 ranee
of a permit and dat all work will be performed to meet standards of all laws regulating construct ion in this jurisdiction. I understand that a separate mit
must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, I lEATERS, TANKS, and t
CONDITIONERS, etc. NER'
S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and drat all work will be dune in compliance wid all applicable laws regulating tstruction
and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING ICE
FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITI-I YOUR LENDER OR AN TORNEY
BEFORE RECORDING YOUR NOTICE OI-"COMMENCEMENT. Ogg:
In addition to the rr quircments of this permit, there may be additional restrictions applicable to this property that may be found in the public records of county,
and there may be additional permits required Gan other governmental entities such as water management districts, static agencies, or federal agencies. eptance
of permit is verification that 7
y
of the requirements of Flori icn law, FS 713. dz
r 14!1.Signature
ofOwna/Agent Signature of ontractor/Age u Datc t
Owner/Agent's N Pr o tr. or/ Is ante Signature
of Notary -State Of Flo t aNnnU.
Fitt3tta.N M. Rvcnu.rr... r•
p= Commission a DD0193266 h -
Expires 3/13/2007 Bonded
through ROVALS:
ZONING: UTIL: cial
Conditions: 03/
2006 Contractor/
Agent is lt_ Personally Produced
11) FD:
ENG: 13
Notary
Pubic - Sbge of Fbft y
Con tftn Ettp m $ep 29.20 CattmillSiM
A DD 477174 Balled
By NeWMI Notary Assn. BLDG:
AtAqi
THIS INSTRUMENT PREPARED BY:
NAME`1. eQl .oa 9•ti^-
ADDR. ) j OTICE OF COMMENCEMENT //
Pe ^ 2-6-3 Tax Folio No. 31-/ 131-29-M AZ'10
State of Florida P -
County of Seminole
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this -Notice of Commencement.
2. 1
3. Owner information
a. Name and address f l Al
b. Interest in property
c. Name and address of fee simple titleholder (if other than Owner)
Contractor
a. Name and address D
O d
b. Phone number Fax number - - •ns-.
Cn
VUS18111F.W WO PY^ 5. Surety MARYAN NF I MGR. Ea. Name and address — L % CLERK-pF fir" :,4IRt:
ib. Phone number Fax number FL, 0..81p
c. Amount of bond
6. Lender EPUTY CLFRKK
a. Name and address /
T ;' ZO0i
b. Phone number Fax number
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as
provided by Section 713.13(1 xa)7., FI rich Statutes:
a. Name and address 11 efSej & Zip
b. Phone number Fax number
8. In addition to himself or herself, Owner designates & //a of
to receive a copy of the Lienor's Notice as provided in Section
713.130)(b), Florida Statutes.
a. Phone number Fax number
9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different
date is specified)
Signature of Owner
Sworn to (or affirmed d s bscribed before me this day of , 20 Q 6 by
1- 1 tJ42___e s
Personally Known OR Produced Identification
Type of Identification Produced` MARYANNE MORSE, CLERK OF CIRCUIT COURT
CLERK OF SEMINOLE COUNTY
BK %522 Pg 02521 (1139)
s••••••••••••.......... FILE FILE NUM 2006198371
i lure of No blic, tate of Florida iREBECCAA
RUEHLMAN Notary ;
r: Commission 0 DD0193266 ; RECORDED 12/ 18/2006 68 t 26 t 48 AM Commission
Expires: = y® Expires 311312007 RECORDING FEES W.00 yaw,
Bonded through RECORDED
BY H Bailey 000r32a2M) Florida Notary Assn., Inc. I111I
111 II 111 II III 11 III II III it III II III 11 III II III II11111 IIII i
LOT 24,
PHILLIPS TERRACE,
AS RECORDED IN PLAT BOOK 8. PACES 59,
PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
23
7
N 01'12'00" E 75.02'
7' ALLEY ESM'T
to
0
d
O
O
O
Ll
12' C. 26.7'
RESIDENCE c"3
v 112429
7.0' 38.7'
A
Ca
CIL
LOT 24
20.57'
11.0'T 11.3'
Found I/2' Iron
Rod 'LS 1653' S 02'14'00" W .75.08' Typ;cQ0 (PER PLAT)
11
0
R
YALE AVENUE
lOuES-
1. ACCORDING TO THE NATIONAL FLOOD INSURANCE RATE MAPS, IT IS MY
OPINION THAT THE BUILDING SHOWN HEREON DOES NOT LIE WITHIN
THE 100 YEAR FLOOD PRONE AREA AND LIES WITHIN FLOOD ZONE 'C'
PURSUANT TO FIRM'PANEL 4120294 .00IOB , EFFECTIVE 9/17/80.
2. IMPROVEMENTS SHOWN HEREON WERE LOCATED AT GROUND LEVEL,
SUBSURFACE AND/OR AERIAL IMPROVEMENTS OR ENCROACHMENTS. IF
ANY, WERE NOT LOCATED.
3. NO SEARCH OF THE PUBLIC RECORDS WAS MADE BY THIS SURVEYOR
THE LEGAL DESCRIPTION AND OTHER PERTINENT INFORMATION SHOWN
HEREON IS AS PROVIDED BY THE CLIENT, RECORDED DIRECTIONS AND DISTANCES
ARE. SUBSTANTIALLY THE SAME AS FIELD MEASURED UNLESS OTHERVISE SHOVN.
4. THE INFORMATION SHOWN HEREON IS NOT TO BE USED FOR CONSTRUCTION
PURPOSES, LOT LINES ARE NOT TO BE REESTABLISHED FROM TIES TO
THE IMPROVEMENTS SHOVN HEREON.
5. THIS SURVEY IS PREPARED FOR THE SOLE AND EXCLUSIVE BENEFIT OF
THOSE PARTIES NAMED BELOV AND IS NOT TO BE RELIED UPON BY ANY
TIrICD CXMUSIVCLT TO
PEREZ & BERTHA C. CARCIA
CHASE MANHATTAN MORTCACE CORPORATION
CENTRAL FLORIDA TITLE COMPANY (W1303TP)
OLD REPUBLIC NATIONAL TITLE INSURANCE G
SEC-TWP-RGE IFICLO SURVEY, DISK NO.
31-19— 31 JDATE, 514/95 1 300
IZ30'
m
25
r+
IA
I g
Z
I a
150.12'
I HEREBY CERTIFY THAT THIS 'SKETCH OF RECORD SURVEY'
TO THE BCST OF MY KNOVLEDGE AND BELIEF, MEETS
THE MINIMUM TECHNICAL STANDARDS SET FORTH BY
THE FLORIDA BOARD OF LAND SURVEYORS, IN CHAPTER
61G17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO
SECTION 472.027 OF THE FLORIDA STATUTES.
SCALE)
1 "=30'
L.S. 17681 SYATE OF FLORIDA
i ARE NVr YAU. UNLESS SIGNED AND EMBOSSED
WITH THt MXE D SEAL OF THIS SURYEYOR
RBOS'R/C/!' J. FRANC'/S
ftfthsj* al Land S r
MV Marina FFJ
cusnrar7, fz 3 707
IWO-s 07. 677-751.5
SHEET, JOB NO.
or, 1 95— 5— 7
Job Truss Truss Type Qty Ply
R1446 B FINK 4 1
Job Reference (optional)
I Structural solutions & Supply,lnc., Zellwood FI. 32798, sss3 6.200 s Oct 18 2005 MiTek Industries, Inc. Fri Dec 15 10:20:04 2006 Page 1
5-3-10 10-4-0 15-" 20-" 22.M
5-3-10 5-0-6 5-0-6 5-3-10 2-M
Scale = 1:36.8
WNW=
R
3A M1120= 30 M1120= 30 M1120=
6-11-12 13-84 2048-0
6-11-12 6.8-9 6-11-12
Plate Offsets (X,Y): [1:0-0-2,0-0-10], [5:0-0-2,0-0-101
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.09 1-9 >999 360 M1120 249/190
TCDL 10.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.19 1-9 >999 180
BCLL 10.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.05 5 n/a n/a
3CDL 10.0 Code FBC2004ITP12002 (Matrix) Weight: 91 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-2 oc
BOT CHORD 2 X 4 SYP No.2 purlins.
WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 1=991/0-8-0, 5=1152/0-8-0 RV1EW
Max Horz 1 _90(load case 5) 'A j N®• 'D
Max Upliftl 257(load case 4), 5=-430(load case 5) ®
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=-1854/466, 2-10=-1689/414, 3-10=-1632/432, 3-11=-1597/372, 4-1 l=-1652/355, 4-5=-1824/400,
5-6=0/36
BOT CHORD 1-9=-377/1650, 8-9=-175/1158, 7-8=-175/1158, 5-7=-279/1602
WEBS 2-9=-244/211, 3-9=-137/610, 3-7=-78/560, 4-7=-219/181
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-02; 120mph (3-second gust); h=10ft; TCDL=5.Opsf; BCDL=5.Opsf; Category II; Exp B; enclosed;
MWFRS gable end zone; end vertical left and right exposed; Lumber DOL=1.25 plate grip DOL=1.25.
3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance
inspection.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 257 lb uplift at joint 1 and
430 lb uplift at joint 5.
LOAD CASE(S) Standard
Job • Truss Truss Type Qty Ply
R1446 BG FINK 1 1
Job Reference (optional)
Structural solutions & Supply,lnc., Zellwood FI. 32798, sss3 6.200 s Oct 18 2005 MiTek Industries, Inc. Fri Dec 15 10:20:05 2006 Page 1
5-3-10 10-4-0 15-4-6 20-8-0 22-8-0
5-3-10 5-0.6 5-0-6 5-3-10 2-0-0
Scale=1:36.8
US M1120=
W
30 M1120= 30 MI120= W M1120=
6-11-12 13-8-4 20-8-0
6-11-12 6-8-9 6-11-12
Plate Offsets MY): [1:0-0-2,0-0-101. [3:0-2-0,0-0-11], [5:0-0-2,0-0-10]
LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.09 1-9 >999 360 M1120 249/190
TCDL 10.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.19 1-9 >999 180
BCLL 10.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.05 5 n/a n/a
BCDL 10.0 Code FBC2004ITP12002 Matrix) Weight: 120 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-2 oc
BOT CHORD 2 X 4 SYP No.2 purlins.
WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 o &King.
OTHERS 2 X 4 SYP No.3
REACTIONS (lb/size) 1 991/0 8 0, 5 1152/0 8 0
iG V
NSR FORDP-p` SASMaxHorz1=-90(load case 5) OF
Upllftl=-257(load case 4), 5=-430(load case 5) col"
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=-1854/466, 2-31=-1689/414, 3-31=-1632/432, 3-32=-1597/372, 4-32=-1652/355, 4-5=-1824/400,
5-6=0/36
BOT CHORD 1-9=-377/1650, 8-9=-175/1158, 7-8=-175/1158, 5-7=-279/1602
WEBS 2-9=-244/211, 3-9=-137/610, 3-7=-78/560, 4-7=-219/181
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-02; 120mph (3-second gust); h=10f; TCDL=5.Opsf; BCDL=5.Opsf; Category II; Exp B; enclosed;
MWFRS gable end zone; end vertical left and right exposed; Lumber DOL=1.25 plate grip DOL=1.25.
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see
MiTek "Standard Gable End Detail"
ti
4) All plates are 2x4 MI120 unless otherwise indicated.
5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance
inspection.
6) Gable studs spaced at 2-0-0 oc.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 257 lb uplift at joint'1 ands
430 lb uplift at joint 5. '
gLOADCASE(S) Standard e
r,
Cr',
1.
E
Job Truss Truss Type Qty Ply
R1446 I BG FINK 1 1
Job Reference (optional)
ouuciural sauuons * -)uppiy,mc., cemvooa Fi. 32796, sss3
3
5.200 s Oct 18 2005 MITek Industries, Inc. Fri Dec 15 10:20:12 2006 Page 1
5-3-10 104.0 154-6 20-" 22-6-0
5-3-10 5-0.8 5-0.6 5-3-10 2-"
scale " 1:38.8
UO M1120=
30 M1120= 30 M1120= 3x4 M1120=
A
6-11-12 13.6.4 20-"
6-11-12 0-8-9 6-11.12
Plate Offsets MY): [1:0-0-2,0-0-10). [3:0-2-0.0-0-11), 5:0-0-2 0-0-101
LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.09 1-9 >999 360 M1120 249/190
TCDL 10.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.19 1-9 >999 180
BCLL 10.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.05 5 n/a n/a
BCDL 10.0 Code FBC2004/TP12002 Matrix) Weight: 120 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-2 oc
BOT CHORD 2 X 4 SYP No.2 purlins.
WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1 OTHERS 2 X 4 SYP No.3
REACTIONS (Ib/size) 1=991/0-8-0, 5=1152/0-8-0
Max Horz 1=-90(load case 5)
Max Upliftl=-257(load case 4), 5=-430(load case 51 PLANS REVIEWED
FORCES (lb) - Maximum Compression/Maximum Tension CITY OF SA N FO R D
TOP CHORD 1-2=-1854/466, 2-31=,1689/414, 3-31=-1632/432, 3-32=-1597/372, 4-32=-1652/355, 4-5=-1824/400,
5-6=0/36
BOT CHORD 1-9=-377/1650, 8-9=-175/1158, 7-6=-175/1158, 5-7=-279/1602
WEBS 2-9=-244/211, 3-9=-137/610, 3-7=-78/560, 4-7=-219/181
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-02; 120mph (3-second gust); h=1Oft; TCDL=5.Opsf; BCDL=5.Opsf; Category II; Exp B; enclosed;
MWFRS gable end zone; end vertical left and right exposed; Lumber DOL=1.25 plate grip DOL=1.25.
3) Truss designed for wind loadsin the plane of the truss only. For studs exposed to wind (normal to the. face), see MiTek "
Standard Gable End Detail" 4)
All plates are 20 M1120 unless otherwise indicated. 5)
This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. -
6)
Gable studs spaced at 2-0-0 oc. 7)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 257 lb uplift at joint T and 430
lb uplift at joint 5.' LOAD
CASE(S) Standard DEC
1. 5 2o95 C\,
Job Truss Truss Type Qty Ply
R1446 B FINK 4 1
Job Reference (optional)
Jtructural solutions 6 oupply,lnc., Zellwood Fi. 32798, sss3 6.200 s Oct 18 2005 MiTek Industries, Inc. Fri Dec 15 10:20:12 2006 Page 1
5-3-10 10-4-0 154-6 20-M 22-8-0
5-3-10 5-" 5-0-6 5-3-10 2-"
Scale = 1:36.8
UO M1120=
b4
4Xq MII[V= 30 KIM= W MII20=
6-11.12 13-8-4 20-8-0
6-11-12 6-8-9 6-11-12
Plate Offsets (X,Y): [1:0-0-2,0-0-101 [5:0-0-2 0-0-101
LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.09 1-9 >999 360 M1120 249/190
TCDL 10.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.19 1-9 >999 180
BCLL 10.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.05 5 n/a n/a
BCDL 10.0 Code FBC2004/TP12002 Matrix) Weight: 91 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-2 oc
BOT CHORD 2 X 4 SYP No.2 purlins.
WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 1=991/0-8-0, 5=1152/0-8-0
Max Horz 1=-90(load case 5)
Max Upliftl=-257(load case 4), 5=-430(load case 5)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=-1854/466, 2-10=-1689/414, 3-10=-1632/432, 3-11=-1597/372, 4-1 l=-1652/355, 4-5=-1824/400,
5-6=0/36
BOT CHORD 1-9=-377/1650, 8-9=-175/1158, 7-8=-175/1158, 5-7=-279/1602
WEBS 2-9=-244/211, 3-9=-137/610, 3-7=-78/560, 4-7=-219/181 PLANS REVIEWED
NOTES
CITY 0 F1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-02; 120mph (3-second gust); h=10ft; TCDL=5.Opsf; BCDL=5.Opsf; Category II; Exp B; enclosed;
MWFRS gable end zone; end vertical left and right exposed; Lumber DOL=1.25 plate grip DOL=1.25.
3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance
inspection.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 257 lb uplift at joint 1 and
430 lb uplift at joint 5.
LOAD CASE(S) Standard
SANFORD
DEC 16 2006
i
P\-
01/18/2007 12:27 4072902953 STRUCTURAL DESIGN SR
We
Double 1-3/4" x 16" VERSA LAM® 2.0 3100 SP
BC CALL® 9.3 Design Report - US 1 span I No cantilevers 1 0/12 slope
Build 057
Job Name:
Address:
City, State, Zip:
Customer.
Code reports: ESR-1040
PAGE 01
Roof Beam\RB01
Thursday, January 18, 2007 10:57
File Name. BC CALC Project
Description: R1301
Speedier:
Designer:
Company:
Misc:
BO, 5.1l2" 8115-1ir DL
1489 lbs DL
1489 Ibs RLL
1400 lbs RLL
1400 Ibs Total
Horizontal Product Length =11-04-00 Grad
1ilmmary Live Dead 5naw Wind Roof Live Tag
DescriptIgn Load Typo Ref. Start End 100% 90% 115% 133% 125% Tffb. 1
Standard Load Unf. Area (psfl Left 00.00-00 11-04-00 20 20 02.00-00 2
Unf. Un. (pif) Left 00-00-00 11-04-00 207 207 n/a Controls $
UmmarX Value Allowable Duration Load case sown Location Disclosure Pos.
Moment 7081 ft-lbs 15.2% 125% 5 1 - Internal Completanew and accuracy of input must End
Shear 1975 lbs 14,9% 125% 5 1 - Left be verified by anyone who would rely on out
as evidence of suitability for TotalLoadDefl. L/2134 (0.059") 16.9% 5 1 particular
application. Output here be6ed Live
Load Defl. L/4404 (0.029") 8.2% 5 1 on building codeaccepted design Max
Defl. 0.059" 5.9% 5 1 properties and analysis methods. Span /
Depth 7.9 n/a 1 Installation of BOISE engineered wood products
must be in accordance with Allow
Allaw current Installation Guido and applicable Bearing
Supports Dim. (L x W) Value lily t Member Material building codes. To obtain Installation Guide 90
Wall/Plate 5.1/r x 3-1/2" 2889 lbs n/a 20.0% Unspecified or eak questions, please ceti 800)
232-0788 before installation. Bt
wall/plate 5-1/2" x 3-1/2" 2889 lbs n/a 20.0% Unspecified Design
meets User specified (1.1360) Total bad deflection criteria. Design
meets User specified (U360) Live load deflection criteria. Design
meets arbitrary (1") Maximum load deflection criteria. Member
Slope - 0, consider drainage. Connection
Diagram b --
d a
T_
e
BC
CALCS, SC FRAMERe , AJSTM, ALLJOIM ,
SC RIM BOARD-, BCI® , BOISE
GLULAMTM, SIMPLE FRAMING SYSTEM®,
VERSA -LAM®. VERS"IM PLUS®,
VERSA -RIM®, VERSA-
STRANDO, VERSA -STUD® are trademarks
of Boise Wood Products, L.
L.C. PLANS
REVIEWED U
CITY OF SANFORD a
minimum = 2' c - 12" b
minimum a 3" d = 12' Member
has no side loads. Connectofs
we,16d Common Nails Page
1 of 1