HomeMy WebLinkAbout1208 W 15 St�I44 SO4n.na `7 1q,
CITY OF SANFORD PERMIT APPLICATION r
r� J 1 a
Application N: V ` 1 Submittal Date: 15--ir 34W 3
Job Address: ri
5 1114114
kslh e� �M,� /+� Value of Work:
Parcel ID: 161_�CJ�^�UIM)�^t� �C_�l1! "Zoning: Historic District:, uN'JOu
Description of Work: _SwW-0. �allYu xiy_je t'w\ 01 Square Footage: ti H L1
........................... ................ ............... ........................................................
Permit Type: Building )k Electrical * Mechanical � • Plumbing X Fire Sprinkler/Alarm O Pool O Sign O
Electrical: New Service — # of AMPS 200 Addition/Alteration O Change of Service O Temporary Pole
Mechanical: Residential )( Non -Residential O Replacement O New * (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures AL# of Water & Sewer Lines,_ # of Gas Lines
Plumbing/New Residential: # of Water Closets C1 Plumbing Repair —Residential O Commercial O A
Occupancy Type: Residential Commercial O Industrial O Occupancy Use Group(s):
Construction Types # of Stories: _L_ # of Dwelling Units: Flood %one: (FEMA form required)
................ ........ ... .............................. .............. ...................
Property Ownneer::J /� `,, Contractor:
Address: 1_` Sr A Vl �►`t Address:
A//l��epr idne% � V aa3� d 0C np
q
Phone:gO-) 7��•�1e[ E-mail: Phone:701' OI' Qlt to License Number:C9C 05I,2D�
Bonding Company:IMS �V S = l_JtQ�� Mortgage Lender: I&S
Address:
Architect/Engineer:
Address: ldsJ�
Plan Review Contact
Address: tLY' l
I= L
11 C*f4 Core or , ort, Fs 1410 `7
Fax: yd1
RAff ix: 01'oN93653 E-mail:
Application is hereby made to obtain a permit to do the work and installations as indicated 1 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 1 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR
NOTICE OF COMMENCEMENT.
TI : 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 perrAts required from other governmental entities such as water management districts, state agencies, or federal agencies.
Z
eptance ' s verifi ation that 1 will tify t owner of the property of the require ents of Florida Lien Law, FS 713.
o e1411) Z��7 <:J_ � 12 5 la-A�ow
Ore of er/A nt URIC Sig ature cffCont ccoor`/Agent r , l Date
E�
Dwner/Agen 's Name Print ontractor/Agent me
ca1t;;6
lure of Notary-Sta oridaKRISTIN) IrVte of Florida Date
�`• �". MY COMMISSION N DD 386296 KRISTIN JESSEE
KRISTIN JESSEE A` EXPIRES: January 13.2009
'•;f' y, t�? �' Florded TMu Notary Ptdit UnderwrOOR
Owner/Agent is I Personally Known to Me or
_ Produced ID
APPROVALS: ZONING:
Special Conditions:
Rev 07.07
UTI L: FD:
Contractor/Agent isPersonally
Produced ID 4r.
ENG:
1�'? O's - L/4
?978
4L a0$P y 37 ?Z v
CITY OF SANFORD PERMIT APPLICATION ISSONO3
J
Application N: Submittal Date:
Job Address: Avkp_e/� •� eA �+� Value of Work:
It L -i
Parcel ID: 4�� 1"1 �,7(J��(-J�� O C�C/ Zoning: Historic District- NO
Description of Work: �J�Y �Q l'e. LA-eA1%V-\ OI Square Footage: 1-1-1 Li
.0.......0..00... .......... ................ .0000........-..........................................................
Permit Type: Building )k Electrical . Mechanical � Plumbing X Fire Sprinkler/Alarm O Pool O Sign O
Electrical: New Service - # of AMPS 200 Addition/Alteration O Change of Service O Temporary Pole'
Mechanical: Residential )( Non -Residential O Replacement O New * (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures I # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets _A Plumbing Repair- Residential O Commercial O
Occupancy Type: Residential )( Commercial O Industrial O Occupancy Use Group(s):
Construction Type: n� �1 # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required)
.................. ........................................................ .:............... . ......................
Property Owner- `'t Contractor:
Address: 6 Irl Q W Addressal brute.
Pbone:gOi'1% A91.1E-mail: Phone: St to License Number:C%1C 05*7,26*'�,b
Bonding Company: IMS Mrs, Pranog Mortgage Lender:
Address:
Address: jj[UL
Plan Review Con
Address: I l.r
JOYt Of . oft, K ~o''
Fa:: 4"M
'aQoZ'3 E-mail:
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR
NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional pen
yts required from other governmental entities such as water management districts, state agencies, or federal agencies.
Sigriature of Notary-StatAeLfFforide
ff
KRISTIN JESSEE
Owner/Agent is Personally Known
_ Produced 1D
APPROVALS: ZONING:
Special Conditions:
Rev 07.07
that 1 will potify * owner of the property of the
5.,9108
of Florida Lien Law, FS 713.
1 -s -b< s 1 a'1kow
t . , Date
ag78
KRISTIN J to of Florida Date
MY COMMISSION R DD 386296 KRISTIN JESSEE
EXPIRES: January 13.2009
anw.o nn, worry PWBc Und.rwnw.
Contractor/Agent is Personally Known to Me or
Produced ID
U.S. DEPORTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE
Federal Emergency Management Agency
National Flood Insurance Program Important: Read the instructions on pages 1-8.
Al. Building
OMB No. 1660-0008
EXDires February 28. 2009
0M- I ate- SECTION A - PROPERTY INFORMATION I For Insurance Company Use:
A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.I Company NAIC Number I
120815TH ST W
City SANFORD State FL ZIP Code 32771
A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 16 FLA LAND + COLONIZATION COS ADD TO SOUTH SANFORD PB 1 PG 73 SEMINOLE COUNTY, FLORIDA
A4, Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL
A5. Latitude/Longitude: Lat. 280 47 54.8 N Long. 81 ° 16 52.3 W Horizontal Datum: ❑ NAD 1927 ® NAD 1983
A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
A7. Building Diagram Number 1
A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide:
a) Square footage of crawl space or enclosure(s) 0 sq ft a) Square footage of attached garage 0 sq R
b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage
enclosure(s) walls within 1.0 foot above adjacent grade 0 walls within 1.0 foot above adjacent grade 0
c) Total net area of flood openings in A8.b 0 sq in c) Total net area of flood openings in A9.b 0 sq in
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
81. NFIP Community Name 8 Community Number B2. County Name 63. State
CITY OF SANFORD 120294 1 SEMINOLE COUNTY FLORIDA
B4. Map/Panel Number
B5. Suffix
B6. FIRM Index
B7. FIRM Panel
B8. Flood
B9. Base Flood Elevation(s) (Zone
NN/A.
® feet
Date
Effective/Revised Date
Zone(s)
AO, use base flood depth)
12117C 0045
E
9/28/07
9/28/07
X
N/A
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 89.
❑ FIS Profile ❑ FIRM ❑ Community Determined ❑ Other (Describe)
Bl l . Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe)
612. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes ®No
Designation Date ❑ CBRS ❑ OPA
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
Cl. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' ® Finished Construction
'A new Elevation Certificate will be required when construction of the building Is complete.
C2. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g
below according to the building diagram specified in Item A7.
Benchmark Utilized SEMINOLE COUNTY BENCHMARK 4774501 Vertical DatumAN VD88
Conversion/Comments N/A
a) Top of bottom floor (including basement, crawl space, or enclosure floor) -
b) Top of the next higher floor
c) Bottom of the lowest horizontal structural member (V Zones only)
d) Attached garage (top of slab)
e) Lowest elevation of machinery or equipment servicing the building
(Describe type of equipment In Comments)
f) Lowest adjacent (finished) grade (LAG)
g) Highest adjacent (finished) grade (HAG)
Check the measurement used.
31.1
® feet
❑ meters (Puerto Rico only)
N/A.
® feet
❑ meters (Puerto Rico only)
NN/A.
® feet
❑ meters (Puerto Rico only)
N/9.
® feet
❑ meters (Puerto Rico only)
20.2
® feet
❑ meters (Puerto Rico only)
29.9 ® feet ❑ meters (Puerto Rico only)
20.E ® feet ❑ meters (Puerto Rico only)
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation
information. I ceHiy that the information on this Certificate represents my best efibris to interpret the data available.
1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
® Check here if comments are provided on back of form.
Certifier's Name MICHAEL W. SOLITRO License Number 4456
Title PRESIDENT Company Name ALTAMONTE SURVEYING AND PLATTING, INC.
SPRINGS State FL ZIP Code 32714
Date 12/17/08 Telephone
LS 4458 12/17/08
IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use:
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number
1208 15TH ST W
City SANFORD State FL ZIP Code 32771 Company NAIC Number
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner.
Comments ELEVATION IN ITEM C2e IS OF THE AIR CONDITIONING PAD.
Signature " ` / Date 12/17/08
❑ Check here If attachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zones AO and A (without BFE), complete Items Et -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,
and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters.
E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent
grade (HAG) and the lowest adjacent grade (LAG).
a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG.
E2. For Building Diagrams 6-8 with permanent flood openings provided In Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor
(elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E3. Attached garage (top -of -slab) is- ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E5. Zone AO only: If no flood depth number Is available, is the top of the bottom floor elevated in accordance with the community's floodplain management
ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A. B, and E for Zone A (without a FEMA -issued or community -issued BFE)
or Zone AO must sign here. The statements in Sections A, S, and E are correct to the best of my knowledge.
Property Owner's or Owner's Authorized Representative's Name
Address City State ZIP Code
Signature Date Telephone
Comments
❑ Check here if attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B; C (or E),
and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9.
G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who
is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.)
G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO.
G3. ❑ The following information (Items G4. -G9.) Is provided for community floodplain management purposes.
G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued
G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement
G8. Elevation of as -bulli lowest floor (including basement) of the building: -❑ feet ❑ meters (PR) Datum
G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum
Local Official's Name Title
Community Name Telephone
Signature Date
Comments
1-1 Check here if attachments
ALTAMONTE SURVEYING AND PLATTING, INC.
435 Douglas Ave. Suite 1505-F Altamonte Springs, Fl 32714
Phone 407-862-7555 Fax 407-862-6229
December 17,2008
City of Sanford Building Division
Post Office Box 1788
Sanford, Fl 32772-1788
Re: Lot 16, Florida Land Colonization Co. Addition to South Sanford, Plat Book 1, Page
73, Seminole County, Florida / 1208 W. 15te Street, Sanford
To Whom It May Concern:
The finished floor elevation of the structure located at 1208 W. 15"' Street, Sanford (Lot
16, Florida Land Colonization Co. Addition to South Sanford, Plat Book 1, Page 73,
Seminole County, Florida) meets or exceeds the requirement set forth in the City of
Sanford Code, Chapter 18, sections 18-4-(a).
Sincerely,
�j
Michael W. Solitro, President
LS 4458
Altamonte Surveying and Platting, Inc.
435 Douglas Ave. Suite 1505-F
Altamonte Springs, F132714
BOUNDARYS
BERME= SMITH
LOT 16 I
FLORIDA LAND COLONIZATION CO. ADDITION TO SOUTH SANFORD
PLAT BOOK 1, PAGE 73, I
SEMINOLE COUNTY, FLORIDA
/ LOT 4
/
/
/ RECOVERED
1/2' IRON ROD
/ 0.05' SOUTH
/ T0.91' EAST
• ---- I -----F . IEMCET 1.1'OFF
I
SITE BENCHMARK
NAIL & PENNY
ELEVATION 29.12
THIS SURVEY CERIIRED 70:
60'(P)
'55"E 80.07'
A/C I 1 STORY
0 RESIDENCE
ELEVATION
31.08
26.50' 1.1..7'..
21
LOT 16
60'(P) CUY
S88.52'08' : WIRE
0.04'(M)
oNi
I
I
I
FENCE f 0.5' OFF
io
—
FENCE 3 0.5' OFF
22.8'
10.8'
A/C I 1 STORY
0 RESIDENCE
ELEVATION
31.08
26.50' 1.1..7'..
21
LOT 16
60'(P) CUY
S88.52'08' : WIRE
0.04'(M)
W. ].STH STREET
REED STREET (P)
(ASPHALT)
ADDRESS: 1208 W. 15TH STREET
BERNETTE SMITH
AMERMJYS HOME PLACE, INC.
COMMONWEALTH LAND TIRE INSURANCE CO.ASSET FlNAL 12/17/08
TITLE SERVICES.
LIC FOUNDATION: 9/23/08
REVISE SITE PLAN: 7/23/08 ® COVERED CONCRETE AS SHOWN
SITE PUN: 6/4/08
BEARINGS ARE BASED ON THE
CENIEAUNE OF W. 15TH STREET
AS OEM S6732'06'E . ASSUMED
LEGAL DESCRIPTION FURNISHED BY
WENT (UNLESS OTHERWISE NOTED)
THIS IS TO CERTIFY THAT 1 HAVE
REVIEWED THE FLOOD INSURANCE RATING
MAP (FIRM) PANEL /120294 0045 E
DATED 4/17/95 AND DETERMINED THAT
THE LANDS SHOWN HEREON UE IN ZONE 'P.
NOT VAUD WITHOUT THE SIGNATURE AND
THE ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER.
ADDITIONS AND DELETIONS TO SURVEY
MAPS, SKETCHES, OR REPORTS R OTHER
THAN THE SIGNING PARTY OR PARTIES IS
PROHIBITED WTTHOAJ WRITTEN CONSENT
OF THE SIGNING PARTY 0 P
LOT 3
I
I
I
FENCE f 0.5' OFF
I
—
FENCE 3 0.5' OFF
DRAWN BY: JSS
Q - RECOVERED 1 1/4' IRON PIPE
RECOVERED 1' IRON BAR
• - SET 1/2' IRON ROD /LB 6300
'n+ - POWER POLE AS SHOWN
-O- - WOOD FENCE AS SHOWN
� - CHIN LINK FENCE AS SHOWN
E3 - CONCRETE SUB AS SHOWN
I
THtS SUNY IS CERITFIED TO AND PREPARED FOR THE
SOLE AND EXCLUSIVE BENEFIT OF THE ENTITIES AN
INOMDUALS LISTED AND SMALL NOT BE RELIED ON Bt a
ANY OTHER ENTITY OR INDIVIDUAL WHOMSOEVER.
UNDERGROUND FOUNDATIONS AND/OR IMPROVEMENTS
WERE NOT LOCATED AS PART OF THIS SURVEY. LAND
SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS OF
WAYS AND/OR EASEMENTS OF PUBLIC RECORD.
JOB No.: 26913
I
I
I
O
�
v
I
y
Cv
I
O
LOT 17
I
I
60'(P)
NBW17'20'E 60.06'(M)
—
�.
OVERHEAD UNE (TYPICAL)
N,
W. ].STH STREET
REED STREET (P)
(ASPHALT)
ADDRESS: 1208 W. 15TH STREET
BERNETTE SMITH
AMERMJYS HOME PLACE, INC.
COMMONWEALTH LAND TIRE INSURANCE CO.ASSET FlNAL 12/17/08
TITLE SERVICES.
LIC FOUNDATION: 9/23/08
REVISE SITE PLAN: 7/23/08 ® COVERED CONCRETE AS SHOWN
SITE PUN: 6/4/08
BEARINGS ARE BASED ON THE
CENIEAUNE OF W. 15TH STREET
AS OEM S6732'06'E . ASSUMED
LEGAL DESCRIPTION FURNISHED BY
WENT (UNLESS OTHERWISE NOTED)
THIS IS TO CERTIFY THAT 1 HAVE
REVIEWED THE FLOOD INSURANCE RATING
MAP (FIRM) PANEL /120294 0045 E
DATED 4/17/95 AND DETERMINED THAT
THE LANDS SHOWN HEREON UE IN ZONE 'P.
NOT VAUD WITHOUT THE SIGNATURE AND
THE ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER.
ADDITIONS AND DELETIONS TO SURVEY
MAPS, SKETCHES, OR REPORTS R OTHER
THAN THE SIGNING PARTY OR PARTIES IS
PROHIBITED WTTHOAJ WRITTEN CONSENT
OF THE SIGNING PARTY 0 P
SCALE. 1•��,
♦
O
•
O
�rFz[3FrlD
RECOVERED 4'X4' CONCRETE MONUMENT NO/
- RECOVERED MNL & DISK 1
- RECOVERED 1/2' IRON ROD
- RECOVERED 1 1 2 MT BAR
/ '
D . CENTRAL ANGLE (DELTA), L - ARC, R RADIUS,
R/W - MGM OF WAY, A/C - AIR CONDITIONER,
(R) RADIAL, (NR) - NON -RADIAL, (P) � PLAT,
M) . MEASURED. (C) CALCULATED. (D) DEED,
B POINT OF BEGINNING, CONC. - CONCRETE,
POC POINT OF COMMENCEMENT, POL - POINT ON
UNE
REVIEWED BY. MWS
DRAWN BY: JSS
Q - RECOVERED 1 1/4' IRON PIPE
RECOVERED 1' IRON BAR
• - SET 1/2' IRON ROD /LB 6300
'n+ - POWER POLE AS SHOWN
-O- - WOOD FENCE AS SHOWN
� - CHIN LINK FENCE AS SHOWN
E3 - CONCRETE SUB AS SHOWN
DATE 9/26/07
THtS SUNY IS CERITFIED TO AND PREPARED FOR THE
SOLE AND EXCLUSIVE BENEFIT OF THE ENTITIES AN
INOMDUALS LISTED AND SMALL NOT BE RELIED ON Bt a
ANY OTHER ENTITY OR INDIVIDUAL WHOMSOEVER.
UNDERGROUND FOUNDATIONS AND/OR IMPROVEMENTS
WERE NOT LOCATED AS PART OF THIS SURVEY. LAND
SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS OF
WAYS AND/OR EASEMENTS OF PUBLIC RECORD.
JOB No.: 26913
MICHAEL W. SOUTRO. PSM /4458
FOR THE FIRM OF ALTAMONTE SURVEYING
AND PUTTING INC /LB 6300
REVISED:
SR[*ALTaAMO SW
IP14MO (407) 862-7555
��a
FF 407) 882-6218 5
qCrff OF SANFORD PERMIT APPLICATION
Application #: _ I Submittal Date:
Job Address: la? Ve 51hee 74 Value of Work: S
Parcel ID:
Description of Work:
......................................
Permit Type: Building O Electrical O
Zoning:
Historic District:
I Square Footage:
..................................................................................
Mechanical O Plumbing Fire Sprinkler/Alarm O Pool O Sign O
Electrical: New Service — # of AMPS Addition/Alteration O Change of Service O Temporary Pole O
Mechanical: Residential O Non -Residential O Replacement O New O (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets 0? Plumbing Repair —Residential O Commercial D
Occupancy Type: Residential 0000' Commercial O Industrial D Occupancy Use Group(s):
Construction Type: # of Stories: _�_ # of Dwelling Units: Flood Zone: (FEMA form required)
..........4..........................`.........`..........................................J..............................
Property Owner. AJeft Ile J/77i�]:�/L Contractor. All �D��t1/ ///L �
Address: Address: mO%: c11 -e AIISIQer✓
ArA/Q . 10C/ 3VS/80
Phone:703 - %if'- X5& 9 E-mail: Phone:3s/- 3 State License Number: 42!AlAf 2 si3�
Bonding Company:
Address:
Architect/Engineer:
Mortgage Lender:
Address:
Phone:
Address: Fax:
Plan Review Contact Person:
Phone: Fax:
E-mail:
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
issuanroe 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 WORD PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: 1 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR
NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, thele may be additional restrictions applicable to this property that found in the public records of
this county, and there may be additional permits required from other governmental entities such as jvwlawtearZeM distni agcncies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the propertyn o lorida Lien Law, FS 713.
Signature of Owner/Agent Date Signature of Contractor/A t Date
JV
Punt Owner/Agent's Nene Prin ntraclo Agmt's Nano
Signature of Notary -State of Florida Date Signawrc of N
°te`'' t roE TO :Nrori
MY COMMISSION # DD629096
'N.
EXPIRES: Febn1ary 25, 2011
1,063 -NOTARY FI Nowy Diswam Assoc Co
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Owner/Agent is _ Personally Known to Me or
_ Produced ID
APPROVALS: ZONING:
Special Conditions:
Rev 07.07
UTIL: FD:
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Produce113
ENG: BLDG:
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Sep 16 2008 10:46RM CITY#OF#SAMFORD 4076885152 p.l
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WARMNO 7%) OWNM' YOUR FAILURE TO RECORD A NOTICE OF COI MENCEWNT MAY RESDLT IN YOUR PAYING TM POR
IMPROVEMEXf6 TO YOUR PROPLRTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND KSTBO ON THE JOB SITE TM
FIRST MSP6[•MK W YOU INTSID TO OBTAIN FWANCM, CONSULT V#7TH YOUR LENDER OA AN ATTORNEY BEFORE RECORDIN YOUR
NOTICE OF COPAMRXIM04T.
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Si�daeaof Pbea�EtaeeofFleride Date S F7,Og�A Dale
Robyn Garbutt
_ C^,inmission #DD760851
DEC. 07, 2009
BONDED Til VIC AT C BONDING CO., INC.
O Pt oaooed 1D tsarsoeaty Kssre ro Ira o► Ca1as AOoee h l ih Rev" ft Me or
Pmducod ID
ArPROYALS: ZONP.eO: LYIL M. SNO: BLDG:
Spec, Coeditless:
RXV OTA7
09-16-2008 11:55 BISHOP ELECTRIC 6255279
Universal
Forest
Products; Inc.
Eastern Division
5631 S. NC 62 Burlington NC 27215 Tel: (336) 226-9356 Fax: (336) 476-9146
DELIVERY ADDRESS: TCLL-TCDL-BCLL-BCDL
AMERICA'S HOME PLACE 1208 W 15TH ST LOADING: 20.0,7.0,0.0,10.0
JOB #: 58019732PERREV SANFORD, FL 32771 WIND:120MPH, CAT II, EXP B, ENCLOSED
JOB NAME: SMITH # 3
SUBDIV:
BUILDING CODE: FBC2004
This package includes 11 individual, dated Truss Drawings designed using Mitek 20/20 software. With my seal affixed
to this sheet, I herby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003,
section 5 of the Florida Board of Professional Engineers Rules.
Note: The seal on this index sheet indicates acceptance of professional engineering responsibility solely for
the Truss Design Drawings listed below and attached. The Suitability and use of each component for any
particular building is the responsibility of the Building Designer, per ANSIlTPI 1-2002 Section 2.
Truss Design Engineer's Name Lecil Alexander License #: 30092
No.
Truss IDM
Date
1
GE01
06/23/08
2
GE02
06/23/08
3
T01
06/23/08
4
T01A
06/23/08
5
T02
06/23/08
6
T02A
06/23/08
7
T02B
06/23/08
8
VO4
06/23/08
9
V08
06/23/08
10
V12
06/23/08
11
V16
06/23/08
OFFICE
6/24108
Job
Truss
Truss Type
ofy
Ply
Americas Homeplace /Smith #3
58019732
GE01
GABLE
1
1
Vert(LL)
•
M
Nr
120 MT20 244/190
TCDL 7.0
Job Reference optional
Vnivo,ra r9,u. rgVULA45.1"U., Du1Qn81un, 11V Cie IJ, Ivllgndul M111upbVn /.VJV 3 Jan J cvvv nn,cn . w cvvv roue
-1-4-0 10-0-0 20-0-0 21-4-0
U1
91
1-4-0 10-0-0 10-0-0
3x6 =
GABLE STUDS Ca) 24" o.c.
1-4-0
Scale =1:36.7
3x6 =
20-0-0 ,
20-0-0
LOADING (psf)
SPACING 2.0.0
CSI
DEFL
in
(loc)
I/dell
Ud PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.12
Vert(LL)
0.00
M
Nr
120 MT20 244/190
TCDL 7.0
Lumber Increase 1.25
BC 0.05
Vert(TL)
-0.00
M
Nr
90
BCLL 10.0
Rep Stresslncr YES
WB 0.04
Horz(TL)
0.00
L
Na
Na
BCDL 10.0
Code FBC2004/TPI2002
(Matrix)
Weight: 109 Ib
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 4 SYP No.2
OTHERS 2 X 4 SYP No.3
BRACING
TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6.0.0 oc bracing.
Ln
M It
REACTIONS (Ib/size) G=57/20.0.0, B=183/20.0-0, S-114/20.0.0, T-158/20.0.0, U=130/20.0.0, V-198/20-0.0, 0-114/20-0-0, P=158/20.0-0, 0-130/20.0.0, N=198/20-0.0,
L=183/20-0-0
Max Horz B=247(LC 5)
Max UpliftB=-11O(LC 6), S-71(LC6), T--118(LC 6), U--108(LC 6), V--121(LC 6), 0--70(LC 7), P=-118(LC 7), 0=-108(LC 7), N--120(LC 7), L--141(LC 7)
Max GravG=207(LC 7), 8-183(LC 10), S-119(LC 10), T-158(LC 1), U-130(LC 10), V-198(LC 1), 0-119(LC 11), P-158(LC 1), 0-130(LC 11), N-198(LC 1),
L-183(LC 11)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A -B=0/35, B -C--190/177, C -D--122/160, D -E--77/167, E -F--30/222, F -G--15/253, G -H--15/252, H-1--30/207, 1-J--25/133, J -K--31/67, K -L--77/64, L -M=0/35
BOT CHORD 84--35/149, U -V--35/149, T -U--35/149, S -T--35/149, R -S--35/149, O -R--35/149, P-0--35/149, O -P 35/149, N-0=-35/149, L -N--35/149
WEBS F -S--79/90, E -T 117/139, D -U--96/121, C -V--142/158, H-0--79/90, I -P--117/139, J-0--96/121, K -N--142/157
NOTES (9)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-02; 120mph (3 -second gust); h-25ft; TCDL-4.2psh BCDL-5.Opsf; Category II; Exp 8; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) zone;
cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL -1.60 plate grip DOL -1.60. This truss is designed for C -C for members and forces, and for
MWFRS for reactions specified.
3) Truss designed for wind loads in the plane of the truss only.
4) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) All plates are 2x3 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 2.0-0 oc.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 110 Ib uplift at joint 8, 71 Ib uplift at joint S, 118 Ib uplift at joint T, 108 Ib uplift at
joint U, 121 Ib uplift at joint V, 70 Ib uplift at joint 0, 118 Ib uplift at joint P, 108 Ib uplift at joint 0, 120 Ib uplift at joint N and 141 Ib uplift at joint L.
9) Truss shall be fabricated per ANS1/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where
indicated and within 4" of interior joints. Bracing Indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's
certification vaild only when truss is fabricated by a UFPI operated plant. Building Designer shall verify all design information on this sheet for conformance with conditions
and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design
Information as It may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or
certification of the truss designer.
LOAD CASE(S) Standard
LECIL ALEXANDER P. E.
FLORIDA P. E. 30092
UNIVERSAL FOREST PRODUCTS
5631 SOUTH NC 62
BURLINGTON, NC 27215
6/24/08
Job
Truss
Truss Type
oly
Ply
Americas Homeplace /Smith #3
58019732
GE02
GABLE
2
1
Job Relerence (optional
Unrversai romsr rlooucis,mc., cumnyion, rv., cuc io,
N
t)
.vov s loan d cwo mi 1 on
4:111-- 13-3-0 - I- -- -- - -- 26.6-0 --
1-4-0 13-3.0 13-3-0
3x6 =
Pule. mun dun co wai: $a cvvo raye 1
7.00 12 GABLE STUDS 0 24" o.c.
1-4-0
Scale: 1/4"=1'
3x6 = AF AE AD AC AB AA Z Y X W V U T 3x6 =
3x6 =
1 j
26-6-0
26-6-0
Plate Offsets (X,Y): IB:0.3-4,0-1.8]�U.0-3.0,Ed9p],IR:0.3.4,0.1.81
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.12 Vert(LL) -0.01 S n/r 120 I MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.01 S n/r 90
BCLL 10.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.01 R n/a n/a
BCDL 10.0 Code FBC2004l1-PI2002 (Matrix) L
Weight, 162 Ib ---- -
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
OTHERS 2 X 4 SYP No.3
REACTIONS (Ib/size) J=63/26.6-0, B-166/26-6.0, AA=111/26.6-0, AB=154/26-6.0, AC=147/26.6.0, AD=148/26.6-0, AE=149/26.6.0, AF=146/26.6.0, Y=111/26-6-0,
X-154/26-6-0, W-147/26-6.0, V-148/26-6-0, U-149/26.6-0, T=146/26-6-0, R=166/26-6.0
Max Horc B=-326(LC 4)
Max UpliftB=-121(LC 4), AA--66(LC 6), AB--118(LC 6), AC=-110(LC 6), AD=-108(LC 6), AE--121(LC 6), AF=-79(LC 6), Y=-65(LC 7), X=-118(LC 7), We-110(LC
7), V=-108(LC 7), U=-121(LC 7), T--77(LC 7), R=-111(LC 7)
Max GravJ=278(LC 7), B-166(LC 10), AA=116(LC 10), AB=154(LC 1), AC- 147(LC 1), AD. 148(LC 10), AE. 149(LC 1), AF=146(LC 1), Y=116(LC 11), X=154(LC
1), W-147(LC 1), V-148(LC 11), U=149(LC 1), T-146(LC 1), R-166(LC 11)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A -B=0/35, B -C=-272/230, C -D=-218/216, D -E--168/211, E -F=-119/197, F -G=-114/205, G -H=-69/246, H-1=-30/300, I -J=-14/330, J -K=-14/330, K -L=-30/287,
L -M 27/213, M -N=-0/144, N-0--27/136, O -P=-27/74, P-0=-70/69, O -R 123/81, R -S=0/35
BOT CHORD B -AF --50/185, AE -AF --50/185, AD -AE --50/185, AC -AD --50/185, AB -AC --50/185, AA -AB --50/185, Z -AA --50/185, Y -Z--50/185, X -Y--50/185, W -X 50/185,
V -W--50/185, U -V--50/185, T -U=-50/185, R -T=-50/185
WEBS I -AA 76/86, H -AB 114/138, G -AC --107/129, E -AD --108/130, D -AE= -108/134, C -AF. 109/122, K -Y--76/85, L -X=-114/138, M -W--107/129, O -V=-108/130,
P-1.1=-108/134, 0-T=-109/121
NOTES (10)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-02; 120mph (3 -second gust); h -251t; TCDL-4.2psl; BCDL-5.0psf; Category II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) zone;
cantilever left and right exposed ; and vertical left and right exposed; Lumber DOL=1.60 plate grip DOL -1.60. This truss is designed for C -C for members and forces, and for
MWFRS for reactions specified.
3) Truss designed for wind loads in the plane of the truss only.
4) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads.
5) All plates are 2x3 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 2-0-0 oc.
8) Bearing at joint(s) J considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 121 Ib uplift at joint B, 66 Ib uplift at joint AA, 118 Ib uplift at joint AB, 110 Ib uplift
at joint AC, 108 Ib uplift at joint AD, 121 Ib uplift at joint AE, 79 Ib uplift at joint AF, 65 Ib uplift at joint Y, 118 Ib uplift at joint X, 110 Ib uplift at joint W, 108 Ib uplift at joint V,
121 Ib uplift at joint U, 77 Ib uplift at joint T and 111 Ib uplift at joint R.
10) Truss shall be fabricated per ANSUTPI quality requirements. Plates shall be of size and type shown and centered at joints unless
otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated is to reduce buckling of individual
members only and does not replace erection and permanent bracing. Engineers certification vaild only when truss is fabricated by a
UFPI operated plant. Building Designer shall verify all design information on this sheet for conformance with conditions and
requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the
correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations
are for administrative purposes only and are not part of the review or certification of the truss designer.
LOAD CASE(S) Standard
LECIL ALEXANDER P. E.
FLORIDA P. E. 30092
UNIVERSAL FOREST PRODUCTS
5631 SOUTH NC 62
BURLfNGTON, NC 27215
6/24/08
Job
Truss
Truss Typo
oly
Ply
Americas Homeplace /Smith #3
58019732
T01
COMMON
4
1
Job Reference (optional)
-1-4-0 6-3-2 10-0-0 13-8-14 + 20-0-0 21-4-0
1-4-0 6-3-2 3-8-14 3-8-14 6-3-2 1-4-0
Scale =1:36.7
5x4 =
D
7.00 12 2x3 O
C
2x3 •;
E
/T1•� T1
�."\ W1
ul
BJ Ba G��
3x7 = H 3x7 -
5x8 =
1 10.0-0 + 20-0-0
10-0-0 10-0-0
Plate Offsets (X,Y)_18:0.7-1,0.0.61 L1F:0.7.1,0.0.6],1H:0.4.0,0.3.0] ----—••__._.�_.._.._.—.____..____—__..__
LOADING (psi) SPACING 2-0.0 CSI DEFL in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.31 Vert(LL) •0.15 B-H >999 240 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.64 Vert(TL) •0.41 B-H >577 180
BCLL 10.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.03 F n/a n1a
BCDL 10.0 Code FBC2004/rP12002 (Matrix) Weight: 92 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-9 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (Ib/size) B=809/0-3.8, F=809/0-3-8
Max Horz B=-247(LC 4)
Max UpliftB.-408(LC 6), Fe-408(LC 7)
FORCES (lb) - Maximum Compressiort/Maximum Tension
TOP CHORD A -B=0/36, B -C--1041/484, C -D--814/424, D -E--814/424, E -F--1041/484, F -G=0/36
BOT CHORD B-1-11=-328/844, F -H=-247/844
WEBS C-1-11=-286/306, D -H=-289/615, E -H=•286/306
NOTES (5)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-02; 120mph (3 -second gust); h-25ft; TCDL-4.2psf; BCDL-5.Opsf; Category II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) zone;
cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL -1.60 plate grip DOL -1.60. This truss is designed for C -C for members and forces, and for
MWFRS for reactions specified.
3) 'This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 408 Ib uplift at joint B and 408 lb uplift at joint F.
5) Truss shall be fabricated per ANSI1TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where
indicated and within 4- of interior joints. Bracing indicated is to reduce buckling of Individual members only and does not replace erection and permanent bracing. Engineer's
certification vaild only when truss is fabricated by a UFPI operated plant. Building Designer shall verify all design information on this sheet for conformance with conditions
and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design
information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or
certification of the truss designer.
LOAD CASE(S) Standard
LECIL ALEXANDER P. E.
FLORIDA P. E. 30092
UNIVERSAL FOREST PRODUCTS
5631 SOUTH NC 62
BURLINGTON, NC 27215
6/24/08
58019732 IT01 A ] COMMON 11 1 1
s
6-3-2 10-0-0 13-8-14 20-0-0_ ,
6-3-2 3.8.14 3-8-14 6-3-2
Scale =1:35.0
5x4 =
C
7.00 FIT 2x3 :
B
2x3
D
NOTES (5)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-02; 120mph (3 -second gust); h -251t; TCDL-4.2psf; BCDL-5.Opsh Category II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) zone;
cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL -1.60 plate grip DOL=1.60. This truss is designed for C -C for members and forces, and for
MWFRS for reactions specified.
3) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 304 Ib uplift at joint A and 304 Ib uplift at joint E.
5) Truss shall be fabricated per ANSVTPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where
indicated and within 4" of interior joints. Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's
certification vaild only when truss is fabricated by a UFPI operated plant. Building Designer shall verify all design information on this sheet for conformance with conditions
and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design
information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or
certification of the truss designer.
LOAD CASE(S) Standard
LECIL ALEXANDER P. E.
FLORIDA P. E. 30092
UNIVERSAL FOREST PRODUCTS
5631 SOUTH NC 62
BURLINGTON, NC 27215
6/24/08
V
1
d'B1
X
-
r
3x6 =
F
3x6 =
5x8 =
10-0-0
}
�— _ 20-0.0 --- —�
10-0-0
10-0-0
Plate Offsets (X,Y): IA:0-6-1,0-0-61,IE:0-6.1,0.0.61L1F:0-4-0,0-3.01
LOADING (psf)
SPACING 2-0-0
CSI
DEFL in
(loc) Well Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.35
Vert(LL) -0.15
A -F >999 240
MT20 244/190
TCDL 7.0
Lumber Increase 1.25
BC 0.64
Vert(TL) -0.42
A -F >567 180
BCLL 10.0
Rep Stress Incr YES
WB 0.20
Horz(TL) 0.03
E n/a n1a
BCDL 10.0
Code FBC2004/TPI2002
(Matrix)
Weight: 88 Ib
LUMBER
BRACING
TOP CHORD 2 X 4 SYP No.2
TOP CHORD
Structural wood sheathing directly applied or 5.5.7 oc purlins.
BOT CHORD 2 X 4 SYP No.2
BOT CHORD
Rigid ceiling directly applied or 9-9.15 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) A=729/0.3.8, E=729/0.3-8
Max Horz A=-243(LC 4)
Max UpliftA--304(LC 6), E--304(LC 7)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A -B--1059/514, B -C--830/449, C -D--830/449, D -E--1059/514
BOT CHORD A -F--374/863, E -F=-336/863
WEBS B -F--296/322, C -F--325/637, D -F--296/322
NOTES (5)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-02; 120mph (3 -second gust); h -251t; TCDL-4.2psf; BCDL-5.Opsh Category II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) zone;
cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL -1.60 plate grip DOL=1.60. This truss is designed for C -C for members and forces, and for
MWFRS for reactions specified.
3) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 304 Ib uplift at joint A and 304 Ib uplift at joint E.
5) Truss shall be fabricated per ANSVTPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where
indicated and within 4" of interior joints. Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's
certification vaild only when truss is fabricated by a UFPI operated plant. Building Designer shall verify all design information on this sheet for conformance with conditions
and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design
information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or
certification of the truss designer.
LOAD CASE(S) Standard
LECIL ALEXANDER P. E.
FLORIDA P. E. 30092
UNIVERSAL FOREST PRODUCTS
5631 SOUTH NC 62
BURLINGTON, NC 27215
6/24/08
Job
Truss
Truss Type
Oly
Ply
Americas Homeplace /Smith #3
58019732
T02
COMMON
15
1
BOT CHORD 2 X 4 SYP No.2
BOT CHORD
Rigid ceiling directly applied or 8.10-6 oc bracing.
WEBS 2 X 4 SYP No.3
Job Reference (optional)
Universal Forest Products,lnc., Burlington, NC 27215, Michael Amerson 7.030 s Jan 3 2008 MiTek Industries, Inc. Mon Jun 23 15:37:24 2008 Page 1
-1-4-0, 6-10-5 13-3-0 19-7-11 26-6-0 27.10-Q
W
1/
1-4-0 6-10-5
6-4-11
5x5 =
7,00F1_2 D
6-4-11
3x6 = J I H
3x4 = 3x6 = 3x4 =
6-10-5 1-4-0
Scale: 1/4"=1'
":-T1,
F
8-11-14 17-6-2 26-6-0
8-11-14 8-6-5 8-11-14
Plate Offsets (X,Y): IB:0.3.3,0.1.81,IC:0-3-0,0-3-0],IE:0-3-0,0.3-0],IF:0-3-3,0-1.81
tn
G it
3x6 =
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 10.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.25
Lumber Increase 1.25
Rep Stress Incr YES
Code FBC20041TP12002
CSI
TC 0.33
BC 0.50
WB 0.37
(Matrix)
DEFL in
Vert(LL) -0.12
Vert(TL) -0.33
Horz(TL) 0.05
(loc) Vdefl Ud PLATES GRIP
F -H >999 240 MT20 244/190
B -J >951 180
F n/a Na'
Weight: 128 lb
LUMBER
BRACING
TOP CHORD 2 X 4 SYP No.2
TOP CHORD
Structural wood sheathing directly applied or 4.10-5 oc purlins.
BOT CHORD 2 X 4 SYP No.2
BOT CHORD
Rigid ceiling directly applied or 8.10-6 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) B-1046/0-8-0, F=1046/0.8.0
Max Horz B--326(LC 4)
Max UpliftB_ 515(LC 6), F--515(LC 7)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A -B-0/36, B -C--1470/657, C -D--1297/696, D -E--1297/696, E -F--1470/657,
F -G-0/36
BOT CHORD B -J--487/1181, 1-J--182/802, H-1--182/802, F -H--386/1181
WEBS C -J--309/364, D -J--268/521, D-1-1--268/521, E -H--309/364
NOTES (5)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-02; 120mph (3 -second gust); h -251t; TCDL-4.2psf; BCDL-5.0ps1: Category II; Exp B: enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) zone;
cantilever left and right exposed : end vertical left and right exposed; Lumber DOL -1.60 plate grip DOL -1.60. This truss is designed for C -C for members and forces, and for
MWFRS for reactions specified.
3) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 515 Ib uplift at joint B and 515 Ib uplift at joint F.
5) Truss shall be fabricated per ANSVTPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where
indicated and within 4" of interior joints. Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineers
certification vaild only when truss is fabricated by a UFPI operated plant. Building Designer shall verily all design information on this sheet for conformance with conditions
and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design
Information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or
certification of the truss designer.
LOAD CASE(S) Standard
LECIL ALEXANDER P. E.
FLORIDA P. E. 30092
UNIVERSAL FOREST PRODUCTS
5631 SOUTH NC 62
BURLINGTON, NC 27215
6/24/08
Job
Truss
Truss Type
olr
Pit r
Americas Homeplace / Smith #3
58019732
T02A
COMMON
11
1
Job Reference optional)
..1-4-0. 6-10-5 13.3-0 + 19-7-11 26-6-0
1-4-0 6-10.5 6-4-11 6-4-11 6-10-5
Scale =1:46.8
5x5
7.00 12 D
5x6 -i
2x3
W3 l E
1111 W1
.T�1%
rnN
A�
81
��� 61 it
3x6 = I H G 3x6 =
30 = 3x6 = 3x4 =
8-11-14 17-6-2 26-6-0 ,
8-11-14 8-6-5 8-11-14
LOADING (psl) SPACING 2-0.0 CSI DEFL in (loc) I/dell Ud I PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.12 F -G >999 240 MT20 244/190
TCDL 7.0 Lumber Increase 1.25 BC 0.51 Vert(TL) -0.34 F -G >923 180
BCLL 10.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.05 F n/a Na
BCDL 10.0 Code FBC20041TPI2002 (Matrix) Weight: 126 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-10 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8.7-14 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) F-953/0.8-0, B-1049/0-8-0
Max Horz 8.341 (LC 5)
Max UpliflF.-396(LC 7), 8--516(LC 6)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A -B=0/36, B -C 1475/665, C -D 1302/705, D -E--1312/721, E -F--1466/681
BOT CHORD B-1--512/1186, H -I 207/807, G -H=-207/807, F -G 469/1197
WEBS C-1--309/364, D-1-267/521, D -G--293/537, E -G--317/376
NOTES (5)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7.02; 120mph (3 -second gust); h=25ft; TCDL-4.2ps1; BCDL-5.Opsl; Category II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C•C Exterior(2) zone;
cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL -1.60 plate grip DOL -1.60. This truss is designed for C -C for members and forces, and for
MWFRS for reactions specified.
3) 'This truss has been designed for a 10.0 psl bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 396 lb uplift at joint F and 516 Ib uplift at joint B.
5) Truss shall be fabricated per ANSI/TPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where
indicated and within 4" of interior joints. Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's
certification vaild only when truss is fabricated by a UFPI operated plant. Building Designer shall verify all design information on this sheet for conformance with conditions
and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design
information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or
certification of the truss designer.
LOAD CASE(S) Standard
LECIL ALEXANDER P. E.
FLORIDA P. E. 30092
UNIVERSAL FOREST PRODUCTS
5631 SOUTH NC 62
BURLINGTON, NC 27215
6/24/08
58019732 IT02B
Dn Jun 23 15:37:25 2008 Pape t
1-1-4-0. 6-10-5 + 13-3-0 19-7-11 + 26-6-0 )27-10-Q
1.4-0 6-10.5 6-4-11 6-4-11 6-10-5 1-4-0
Scale: 1/4"=1'
5x5 =
Ln 13
7.00 FIT D
5x6 /� �� �� \_!_ I 5x6
C
3x6 = I H 3x6 =
7x6 = 7x6 =
8.11-14 17-6-2 26.6-0
8-11-14 8-6.5 8-11.14
Plate Offsets (X,Y): 18:0.3.4,0.1.8],
IC:O-3.0,0-3.01L(E:0-3.0,0.3.0] L(F:0-3-4,0-1.8]L(H:0
3 0,0 3 4]L(I:0 3.0,0-3-4j
--
LOADING (psi)
SPACING 2.0-0
CSI
DEFL
in
(loc)
Well
Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.33
Vert(LL)
-0.24
H-1
>999
240
MT20 244/190
TCDL 7.0
Lumber Increase 1.25
BC 0.76
Vert(TL)
•0.31
B•I
>999
180
BCLL 10.0
Rep Stress Incr YES
WB 0.36
Horz(TL)
0.06
F
n/a
n/a
BCDL 10.0
Code FBC2004/TPI2002
(Matrix)
Weight: 135 lb
LUMBER
TOP CHORD 2 X 4 SYP N0.2
BOT CHORD 2 X 4 SYP No.2 *Except*
B2 2 X 6 SYP No.2
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) B=1301/0-8.0, F-1301/0-8-0
Max Horz B.-326(LC 4)
Max UplifiB--515(LC 6), F--515(LC 7)
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-2.2 oc purlins.
BOT CHORD Rigid ceiling directly applied or 8-9-15 oc bracing.
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A -B=0/36, B -C--1991/661, C -D--1816/698. D•E--1817/698, E -F 1992/661, F -G=0/36
BOT CHORD B -I.-491/1622, H-1--183/1109, F -H--389/1622
WEBS C-1--308/363, D-1--269/795, D-1-1--269/795, E -H--308/364
NOTES (7)
1) Unbalanced root live loads have been considered for this design.
2) Wind: ASCE 7-02; 120mph (3 -second gust); h-25ft; TCDL-4.2psf; BCDL-5.Opsf; Category 11; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) zone;
cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL -1.60 plate grip DOL.1.60. This truss is designed for C -C for members and forces, and for
MWFRS for reactions specified.
3) 'This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 515 Ib uplift at joint B and 515 lb uplift at joint F.
5) Load case(s) 1 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss.
6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
7) Truss shall be fabricated per ANSVTPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where
indicated and within 4" of interior joints. Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's
certification valid only when truss is labricated by a UFPI operated plant. Building Designer shall verily all design information on this sheet for conformance with conditions
and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design
information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or
certification of the truss designer.
LOAD CASE(S) Standard
1) Regular: Lumber Increase -1.25, Plate Increase -1.25
Uniform Loads (pit)
Vert: A -D--54, D -G=-54, B-1=-20, H -6-80(F=-60), F -H--20
LECIL ALEXANDER P. E.
FLORIDA P. E. 30092
UNIVERSAL FOREST PRODUCTS
5631 SOUTH NC 62
BURLINGTON, NC 27215
6/24/08
Job —
Truss
Truss Type
Oly
Ply--
Americas Homeplace / Smith #3
58019732
VO4
VALLEY 3x4 =
1
1
Vert(LL)
•
n/a
999
MT20 244/190
TCDL 7.0
Job Reference (optional)
universal roresl rroduui lnu., Ouninglon, M, c/c 1 U. MIGnael
mov s Jan J cvvo MI I tln
2-0-0 g + 4.0-0
2.0.0 2-0-0
7.00 F12
M
111{x. IVlvll Jun cJ 1'.4/.c7 cvvo Oyu 1
C
Scale -1:6.4
1 3x4 :% 4-0.0 3x4
4-0-0
i
LOADING (psf)
SPACING 2 0 0
CSI
DEFL
in (loc)
I/dell
Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.04
Vert(LL)
n/a
n/a
999
MT20 244/190
TCDL 7.0
Lumber Increase 1.25
BC 0.09
Vert(TL)
n/a
n/a
999
BCLL 10.0
Rep Stress Incr YES
WB 0.00
Horz(TL)
0.00 C
n/a
n/a
BCDL 10.0
Code FBC2004lrP12002
(Matrix)
Weight: 11 Ib
LUMBER
TOP CHORD 2 X 4 SYP N0.2
BOT CHORD 2 X 4 SYP N0.2
REACTIONS (Ib/size) A -111/4-0-0,C=111/4-0-0
Max Horz A-36(LC 5)
Max UpliftA.-46(LC 6), C=-46(LC 7)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD A -B=-96/80, B -C=-96/80
BOT CHORD A -C=-40/69
BRACING
TOP CHORD Structural wood sheathing directly applied or 4.0.0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing.
NOTES (6)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7.02; 120mph (3 -second gust); 11=251t; TCDLe4.2psh BCDL-5.Opsf; Category II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) zone;
cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL -1.60 plate grip DOL -1.60. This truss is designed for C -C for members and forces, and for
MWFRS for reactions specified.
3) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Gable requires continuous bottom chord bearing.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 Ib uplift at joint A and 46 lb uplift at joint C.
6) Truss shall be fabricated per ANSVTPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where
indicated and within 4' of interior joints. Bracing Indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's
certification vaild only when truss is fabricated by a UFPI operated plant. Building Designer shall verity all design information on this sheet for conformance with conditions
and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design
information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or
certification of the truss designer.
LOAD CASE(S) Standard
LECIL ALEXANDER P. E.
FLORIDA P. E. 30092
UNIVERSAL FOREST PRODUCTS
5631 SOUTH NC 62
BURLINGTON, NC 27215
6/24/08
Job *Truss
SPACING 2 0 0
Truss Type
Oty
Ply
Americas Homeplace / Smith #3
58019732
V08
VALLEY
1
1
Vert(LL)
Na
n/a
999
MT20 244/190
TCDL 7.0
Job Reference (optional)
vrnvniam rv�nsr ,IVVVGW,IIIG., 0U"16yIVlI, Ply CIG W, IYIIVIbtlI rat wFive,
4-0-0
50 =
B
.VVV i Val, J CVVV Iv,,, OA ".U.
4-0-0
CJ ,V.V/.CV CVVV rOyu ,
Scale =1:14.2
30 2x3 II 3 x 4
4-0-0 8-0-0
4-0-0 4-0-0
,1
LOADING (psl)
SPACING 2 0 0
CSI
DEFL
In (loc)
I/dell
Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.16
Vert(LL)
Na
n/a
999
MT20 244/190
TCDL 7.0
Lumber Increase 1.25
BC 0.12
Vert(TL)
Na
n/a
999
BCLL 10.0
Rep Stress Incr YES
WS 0.03
Horz(TL)
0.00 C
Na
Na
BCDL 10.0
Code FBC2004lrP12002
(Matrix)
Weight: 27 Ib
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 4 SYP No.2
OTHERS 2 X 4 SYP No.3
REACTIONS (Ib/size) A -135/8 -0 -0,C.135/8 -0-0,D.248/8-0-0
Max Horz A--84(LC 4)
Max UpliftA--79(LC 6), C--86(LC 7), De-58(LC 6)
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD A -B--66/61, B -C--66/54
BOT CHORD A•D--21/36, C -D--21/36
WEBS B•D--160/123
BRACING
TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
NOTES (6)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-02; 120mph (3 -second gust); h-25ft; TCDL-4.2psh BCDL-5.Opsf; Category II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) zone;
cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL -1.60 plate grip DOL -1.60. This truss is designed for C -C for members and forces, and for
MWFRS for reactions specified.
3) 'This truss has been designed for a 10.0 psl bottom chord live load nonconcurrent with any other live loads.
4) Gable requires continuous bottom chord bearing.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 79 Ib uplift at joint A, 86 Ib uplift at joint C and 58 lb uplift at joint D.
6) Truss shall be fabricated per ANSVTPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where
indicated and within 4" of interior joints. Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's
certification vaild only when truss is fabricated by a UFPI operated plant. Building Designer shall verily all design information on this sheet for conformance with conditions
and requirements of the specific building and goveming codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design
information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or
certification of the truss designer.
LOAD CASE(S) Standard
LECIL ALEXANDER P. E.
FLORIDA P. E. 30092
UNIVERSAL FOREST PRODUCTS
5631 SOUTH NC 62
BURLINGTON, NC 27215
6/24/08
Job
Truss
Truss Type
oty
Ply
Americas Homeplace /Smith #3
58019732
V12
VALLEY
1
1
Job Relerence (optional)
V1uvylSu, rur951 r•rVWulS.nlG., OUrnn8lun. rvv UG IJ. Ivll{'.na91 Mm9r5u11 /.VJV 5 Jan J 20051"• vuK MUU541vb. Pm. Noun Jun GJ w:Jrco CVVO rage
I----. 6-0-0 _.___.. — 12-0-0
6.0-0 6-0-0
Scale =1:20.3
50 -
B
7.00 12
NOTES (6)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-02; 120mph (3 -second gust); h=2511; TCDL=4.2psf; BCDL-5.Opsf; Category II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) zone;
cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL -1.60 plate grip DOL=1.60. This truss is designed for C -C for members and forces, and for
MWFRS for reactions specified.
3) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Gable requires continuous bottom chord bearing.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 Ib uplift at joint A, 102 Ib uplift at joint C and 157 Ib uplift at joint D.
6) Truss shall be fabricated per ANSVTPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where
indicated and within 4" of interior joints. Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineers
certification vaild only when truss is fabricated by a UFPI operated plant. Building Designer shall verify all design information on this sheet for conformance with conditions
and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design
information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or
certification of the truss designer.
LOAD CASE(S) Standard
LECIL ALEXANDER P. E.
FLORIDA P. E. 30092
UNIVERSAL FOREST PRODUCTS
5631 SOUTH NC 62
BURLINGTON, NC 27215
6/24/08
.....................................................
.......................................................
........................................................
.....................................................
30
2x3 11
W
0-0
rr
-0-
6-0-0
lyi=911mamus
LOADING2-0-0
CS1
r
TCLL rr
Plates Increase 1.25
TC r
r r
TCDL r i
Lumber Increase 1.25
BC 0.20
SCLL rr
Rep Stress Incr YES
WB rr6
rrr
BCDL 10.0
Code FBC2004rrPI2002
LUMBER
BRACING
TOPCHORD 2 X 4 SYP No.2
TOPCHORD
oc purlins.
2 X 4 SYP No.2
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONSBOTCHORD
r r r r. r r r
Max UplittA.-91(LC 6), r ■-
Max GravA.185(LC r . r
FORCES
TOPCHORD
SOT CHORD
WEBS r.
NOTES (6)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-02; 120mph (3 -second gust); h=2511; TCDL=4.2psf; BCDL-5.Opsf; Category II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) zone;
cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL -1.60 plate grip DOL=1.60. This truss is designed for C -C for members and forces, and for
MWFRS for reactions specified.
3) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Gable requires continuous bottom chord bearing.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 Ib uplift at joint A, 102 Ib uplift at joint C and 157 Ib uplift at joint D.
6) Truss shall be fabricated per ANSVTPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where
indicated and within 4" of interior joints. Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineers
certification vaild only when truss is fabricated by a UFPI operated plant. Building Designer shall verify all design information on this sheet for conformance with conditions
and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design
information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or
certification of the truss designer.
LOAD CASE(S) Standard
LECIL ALEXANDER P. E.
FLORIDA P. E. 30092
UNIVERSAL FOREST PRODUCTS
5631 SOUTH NC 62
BURLINGTON, NC 27215
6/24/08
Job
Truss
Truss Type
Oty
Ply
Americas Homeplace / Smith #3.
5819732
1. V16
VALLEY
1
1
TC 0.10
Vert(LL) n/a
n/a 999
MT20 244/190
TCDL 7.0
Lumber Increase 1.25
Job Reference (optional)__
Universal Forest Products,lnc., Burlington, NC 27215, Michael Amerson
8-0-0
8-0-0
5x4 =
l-1
7.030 s Jan 3 2008 MiTek Industries, Inc. Mon Jun 23 15:37:27 2008 Page 1
8-0-0
Scale =1:27.1
Axa i 4xa
24 11 24 11 24 11
8-0-0 16-0-0
[1
8-0-0
8-0-0
LOADING (psl)
SPACING 2-0-0
CSI
DEFL in
(loc) Well Ud
PLATES GRIP
TCLL 20.0
Plates Increase 1.25
TC 0.10
Vert(LL) n/a
n/a 999
MT20 244/190
TCDL 7.0
Lumber Increase 1.25
BC 0.08
Vert(TL) n/a
n/a 999
BCLL 10.0
Rep Stress Incr YES
WB 0.07
Horz(TL) 0.00
E n/a n/a
BCDL 10.0
Code FBC2004/TP12002
(Matrix)
Weight: 61 Ib
LUMBER
BRACING
TOP CHORD 2 X 4 SYP No.2
TOP CHORD
Structural wood sheathing directly applied or 6.0-0 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 (Ib/size) A=116/16.0.0, E=116/16.0-0, G=256/16.0-0, H=311/16.0-0,
F=311/16.0-0
Max HorzA=-181(LC 4)
Max UplittA=-42(LC 7), E=-28(LC 6), G=•13(LC 6), H--236(LC 6), F=•236(LC 7)
Max GrayA=116(LC 1), E-116(LC 1), G-256(LC 1), H=321(LC 10),
F-321(LC 11)
FORCES (lb) • Maximum Compression/Maximum Tension
TOP CHORD A -B=•134/121, B•C=•89/141, C•D=•89/133, D -E=•74/51
BOT CHORD A -H=•39/82, G -H=•39/82, F•G=-39/82, E•F-•39/82
WEBS C•G=-181/58, B -H=•229/262, D -F=-229/261
NOTES (6)
1) Unbalanced root live loads have been considered for this design.
2) Wind: ASCE 7.02; 120mph (3 -second gust); h=2511; TCDL=4.2psF BCDL=5.Opsl; Category II; Exp B; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) zone;
cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL -1.60 plate grip DOL -1.60. This truss is designed for C -C for members and forces, and for
MWFRS for reactions specified.
3) 'This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) Gable requires continuous bottom chord bearing.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 Ib uplift at joint A, 28 Ib uplift at joint E, 13 Ib uplift at joint G, 236 Ib uplift at
joint H and 236 Ib uplift at joint F.
6) Truss shall be fabricated per ANSVTPI quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where
indicated and within 4" of Interior joints. Bracing indicated is to reduce buckling of individual members only and does not replace erection and permanent bracing. Engineer's
certification vaild only when truss is fabricated by a UFPI operated plant. Building Designer shall verify all design information on this sheet for conformance with conditions
and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design
information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or
certification of the truss designer.
LOAD CASE(S) Standard
LECIL ALEXANDER P. E.
FLORIDA P. E. 30092
UNIVERSAL FOREST PRODUCTS
5631 SOUTH NC 62
BURLINGTON, NC 27215
6/24/08
V
CITY OF SANFORD
BUILDING AND FIRE PREVENTION DIVISION
PO Box 1788
SANFORD, FLORIDA 32772
PHONE: 407.330.5656
FAX: 407.328.3859
PLAN REVIEW RESPONSE
CORRECTED COPY - S-1 page correction
Date: June 27, 2008
Contact Person: Scott Whitaker
Contact Phone Number: 407-292-2784 Contact Fax Number: 407-292-3653
Contact E-mail Address:
Permit Application Number: 08-1954
Project Description: New SFR
Job Address: 1208 W. 15'x' St.
The following is a list of the areas of the submitted plans that contained deficiencies in the
required information. The deficiencies noted must be addressed before the plans can be approved.
Changes to plans shall be submitted on the same size format as the original submittal. Changes to
construction documents that require an Architect or Engineer's seal must be submitted with the
appropriate seal and signature.
ARCHITECTURAL
A-1 Provide a site plan that indicates the Final Lot Grade Plan.
A-2 Provide the Bench Mark location and elevation, elevation of lot / site corners and slab
elevation on the corrected site plan.
STRUCTURAL
S-1 The Simpson Product Tables on plan page S-4 are indicated to have 2005 Florida Product
Approval number, however many of the Simpson product items have had the attachment /
load capacities reduced in the Simpson 2008 Catalog.
S-2 Provide the current Simpson product identification information and location of the required
installation location on the building plans.
SUBMIT YOUR RESPONSE UTILIZING THE PINK "RESPONSE
TO COMMENTS" COVER SHEET AVAILABLE AT THE
BUILDING PLAN / PERMIT INTAKE COUNTER.
Any error or omission in this plan review shall not be construed to grant approval of any violation
of any of the adopted codes or municipal ordinances of this jurisdiction.
Please direct any questions you may have to Richard Denman at 407.688-5000 — ext. 5333 or fax
to 407.328.3859. You may also contact me by e-mail at denmanr e,sanfordfl.gov .
Respectfully,
;Vu" gwwc rt / bawwf 9nd#4rm
hp LaserJet 3015
HP LASERJET FAX i n v e n t
I
Jun -27-2008 8:58AM
Fax Call Report
Job
Date
Time
Type
Identification
Duration
Pages
Result
474
6/27/2008
8:56:22AM
Send
94072923653
I
1:45
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LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: JUnp— ' -1 '20co
I hereby name and appoint: Si,�fi wo��1n. Sco%11�11,►�ak e-k6S'4')K+ , Mite. O *Nem
an agent of:
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to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
All permits and applications submitted by th Is contractor.
O The specific pen -nit and application for work'located at:
I
Expiration Date for This Limited Power of Attomey: 0e mlbe� 3I �XO
License Holder Name:
State License Number: ORO- 05 003
Signature of License Holder: 0 I .
STATE OFGrC-V V9TQ
COUNTY OF til
The foregoing ' trument was acknowledged before me thiscI4 day of
200-0 . by V4.P1 Cp A Ar' -r— i xcho is personally knomi
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Jan -09-2008 09:42 AM America s Home Place 352.873-2425
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PRODUCT APPROVA
As requwd by Florida Statute 653.842 and Florida ,
numbers on the building oorhponente Hated below if
fors. bullding pannIf we ro=ftend you contact y
.numeartor amr oftlra amolicable Haled products. St
Permit 0
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SPECIFICATION SHEET ,
nistraFJve Code ee3► 2, please pravtde the Inlbrmagon and approval
will bd uMbmd on the coriebuctlon project for which you ane opply►ng
;cal product suppiler sWould you not know the product approval
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The products listed below did not demonstrate product i pproval at plan review. I underMand diet at the Ume of fngmctton of these
products, the foAawing Information must be available to • e Inspector on the jobsits; 1) copy of the progrrct approval. 2) partbrmance
characteristics which the product was tested end caTM I to c Omp)y with, 3) copy of the eppgcable manufacturere installetion
requirements. Further, l understand these products m have to be removed If approval cannot be demonstrated during Inspection.
PA205 01-01
m APPUGANT SIONATURF. DATE
Jan -09-2008 09:43 AM America s Home Place 352.873.2425
Florida building Code online
OveMew PeoOuol anMh�0+9engeQon• r
User. Public User - Not Associnted with Organization -
Need WGIp ?
Application d:
FLIS
Date submitted:
081042003
Product Manufkcturer:
Masonite International
Addross/Phone%mail:
Ono North .Dale Mabry
Suite 950
Tampa, FL 33609
Technical Ropresentativo: .
- Stove Schreiber
7echnical.Ropmontadve Addresa/Phone/emali:
1 Premdor Drive
Dickson, TN 37053
(615)441-42$8
'
aaohreiber�tasonho.cvm
titagory:
EOtterior Doors
Subcategory:
Swinging
Evaluation Method:
Certlflcatlon Mark or 1.19ting
.Referenced Standards from the Florida Building Code:
S eftAt SUndaN Your
TAS201 1994
TA9202 1994
TAS203 1994
Certification Agency.
Intsrtek Testing Serv)ees -
h
ETUWarnoek Horsey
Quality Assurance Entity:
Validation Bndty:
Authorized $[&nature: Stave Schreiber
sschrelber@masonftc.com
Evaluation/I-ost RcpwU Uploaded:
installation Documents Up[oadef
3/13
Page I of 2
Jan -09.2008 09:43 AM America s Home Place 352-873.2425
Florida Building Code Online
Product Approval Method:
Applicatfon Status:
Dots Validated:
pop -a
Method 1 Option A
Approved
08/11!2003
I.0p/Se
Product Model # or Name
Model Dewlptlon
Umfb of Use
.1
Wood -Ed a Steel Doer Unita
None Knom
m m m
4/13
Page 2 of 2
.tan-ll9-Zm 09:43 AM America s Home Place 352.873-2425
,Florida Bwlding Code Online
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w roduct stsrob rOCQantraUon� r
User. Public User - Not Associated with Organization -
N.ead I#elp 7
Application #:
FL361
Date Submitted:
10/0812003
Product Menatact w.
MI Home Products INC
AddrextPhona/cmail:
630 W Market St
Oratz, PA 17030
Category:
Bxtsrlor Doors
Subcategory:
Sliding
"utttlon Method:
Cordfleation Mark or Listing
Relbreeced Standards ftrn the Florida Building
geetloix SAWN Year
Code:
AAMA/NWWDA 1997
101/1,3.2
Cerdflcadon Agency:
American Architectural
Manufacturers Assoclatton
Quality Assurance Entity:
Validation Entity:
Authorized Signature:
Andraw Brill
' -
abrill rnihp.cottt
Evalustion/Test Reports Uploaded:
Installation Documents Uploaded:
Product Approval Method:
Mothod I Option A
Application Status:
Approved
14Date
Validated:
12/30/2003
Pages
5/13
Page 1 of 2
nninnnn.
Jan -09-2008 09:44 AM America s Home Place 352-873-2425
Florida Building Code Online
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Page 1 / 1
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Product Model # or Namo[Aluminum
del Description
Limits of Use
Aluminum Patio
r manuf#oturee'"s
61.1
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lnswatons.
5 DP�3S/-�S
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1undions.
re lntbrmadon available
DP+40�31
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61.3
70HP1452HP
Door 144x80 RAO
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DP+40%40
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Vinyl Pado Door
Pad
Per manati�atume"Is
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Vicryl Pad* Door
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6/13
Pago 2 of 2
Jan -09.2008 09:44 AM America s Home Place 352.873.2425 7/13
Florida );Wilding Code Online Page 1 of 3
r OvIrmw , Product 8moh r 9on11 r PM" 11
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Application 6:
FL663 '
Date Submitted:
10/21/2003
Product Manufhcturer.
SetterBilt
Addrm/Phono/emall:
650 W market St
Qtatzr PA 17030
Category:
Windows
...
Suttoc gory.
Single Mung
Evaluation Method:
Cortifludon Matic or Llsting-
Referenced Standards fivm the Florida Building
4041104 4tanslard Year
Code:
AAM"WWDA 1997
101/iS2
Certiflcratlon Agency.
American Architectural
Mamtfhctuters Assoclation
Quality Assurance Entity:
Validation Entity:
Authorized SiPpature:
ANDREW DRILL
• a '.
ABRJ[.WIHP.COM
5valustlowTest Reports Uploaded:
Installation Documents Uploaded:
Product Approval Method:
Method l Option A
Application Status:
Approved
Date Validated:
Page:
9/13/2004
Jan -09.2008 09:44 AM America s Home Place 352-873.2425
Florida Bantling Code Oube
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JUN -13-2008 15:40 ROOFING SUPPLY GROUP
a •V�VM ✓MV�B VVVV V�1 V
P
Equivalence of Product Standards
it Model, Number or Name
Certified By
83.1 Country Estates
I
Product Approval Method
Method I ption A
Date Submitted
03/06/200
Date Validated
03/06/20
Date Pending FBC Approval
03/08/20
Date Approved
03/28/20 7
40Y 107 7714 r . tri
a ar,GL. VA -t
OFFICE
ummary of ProductsL
it Model, Number or Name
De cription
83.1 Country Estates
I
Fi lass reinforced heavywel ht asphalt Shin le.imits
of use
.Ifycation Agency CertWicate
Approved for use in HVHZ: Yes
FL 8� R2 C CAC Noa 03111401 Country
Approved for use outside HVMZ: Yes
Ma Win. Country Estates.adf
Impact Resistant: N/A
Q lily Assurance Contract Expiration Date
Design Pressure: N/A
Other: Refer to uploaded Miami -Dade NOA.
n tallation Instructions
AA 031114, (I Country Mansion.
o n E
V rifled By: Mlami-Dade 8CC0 - CER
C Bated by Independent Third Party:
E luation Reports
C Bated by Independent Third Pa
183.2 Country Mansion
Fi erglass reinforced heavyweight asphalt shingle
wi h a laminate profile.
Limits of Use
C rtification Agency Certificate
Approved for use In HVHZ: Yes
C_CAC—N06- 111401 Country
Approved for use outside HVHZ: Yes
untrxEstates,pdf
Impact Resistant: N/A
Quality Assurance Contract Expiration Date
Design Pressure: N/A
Other: Refer to uploaded Miami -Dade NOA.
Installation Instructions
EL183_R2_II_N0A.9=1401 Country Mansion.
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by independent Third Party:
183.3 Grand Canyon
Fiberglass reinforced heavyweight asphalt shingle
with a laminate profile.
Limits of Use
Certification Agency Certiflcate
Approved for use in HVHZ: Yes
FL183 R2 C CAC NOA Qa=907 G.raA
Approved for use outside HVHZ: Yes
Qn n. f
Impact Resistant: N/A
Quality Assurance Contract Expiration Date
Design Pressure: N/A
Other: Refer to uploaded Miami -Dade NOA.
Installation Instructions
FL183 R2 1I NOA Q3Qj9.07,.Grand_C&nvon.odf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
183.4 Grand Sequoia
Fiberglass reinforced heavyweight asphalt shingle
with a laminate profile.
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL183 R2 C CAC_NQA 02081406 Grand
Approved for use outside HVHZ: Yes
Seauola.i5df
impact Resistant: N/A
Quality Assurance Contract Expiration Date
Design Pressure: N/A
http://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDquvosrHazGXQ... 6/13/2008
JUN -13-2008 15:40 ROOFING SUPPLY GROUP
a ava auu a+uaawaa� vv�a� vttuia. rage S of 4
Other: Refer to uploaded Miami -Dade NOA.
Installation instructions
FL183 R2 I1 NOA 02081406 Grand SequoiD.Ddf
Verified 6y. Miami -Dade BCCO - CER
Created by Independent Third Party.
Evaluation Reports
Created by Independent Third Pa
183.5 Grand Slate
Fiberglass reinforced heavyweight asphalt shingle
with a laminate profile.
Limits of use
CertWiration Agency Certificate
Approved for use in HVHZ: Yes
FL183 R2 C CAC N0AM3Q50205„Grand
Approved for use outside HVHZ; Yes
51ate.pof
Impact Resistant: N/A
Quality Assurance Contract Expiration Date
Design Pressure: N/A
Other: Refer to uploaded Miami -Dade NOA.
Installation Instructions
E1.183 R2 II NOA 03050205 Grand..Slatg,20f
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party.
183.6 umbo Royal Sovereign
Fiberglass reinforced asphalt shingle with a three -
b profile.
Limits of Use
Certificatlon Agency Certificate
Approved for use In HVNZ; Yes
FLi83 R2 C CAC NOA o60.3.> 12 )y:mbo Royce
Approved for use outside HVHZ: Yes
Sovprei grf
Impact Resistant: N/A
Quality Assurance Contract Expiration Date
Design Pressure: N/A
Others Refer to uploaded Miami -Dade NOA.
nstallation Instructions
FL.�83 R2 Il NOA 06033112 ]umbo. Rgy4l
' n Apdf
Verified By: Miami -Dade BCCO - CER
Created by independent Third Party:
Evaluation Reports
Created by Independent Third Party:
183.7 Marquis & Marquis
Fiberglass reinforced heavyweight asphalt shingle
lWeatherMax
with a three -tab profile.
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL183 R2 _CAC NOA Q39Z1905 Marouis
Approved for use outside HVHZ: YeS
Weathermax- Marquisjzdf.
Impact Resistant: N/A
Quality Assurance Contract Expiration Date
Design Pressures N/A
Other: Refer to uploaded Miami -Dade NOA.
Installation Instructions
FL183 R2 11 NOA 03021905 Marquis
.Weatbgrmax. Marauis.odf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
183.8 Royal Sovereign
Fiberglass reinforced heavyweight asphalt shingle
with a three -tab profile.
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
EL18,3 RZ C CAC NOA 05111511 Royal
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Quality Assurance Contract Expiration Date
Design Pressure: N/A
Others Refer to uploaded Miami -Dade NOA.
Installation Instructions
FL183 R2 11 NOA 05111511 &yAl
Sovereign pof
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Pa
183.9
Timberline 30
Fiberglass reinforced heavyweight asphalt shingle
with a laminate profile.
Limits of Use
Certlflcatlon Agency Certificate
Approved for use in HVHZ: Yes
FJ 183 R7 r C C NOA.00121102 Timberline
http;//www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGFVXQwtDquvosrHazGXQ... 6/13/2008
JUN -13-2008 15:41 ROOFING SUPPLY GROUP
a •vaaVV aJ uaa V/aab VVV�. VI/1 •llM
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: Refer to uploaded Miami -Dade NOA.
--- - rage; 4 vi -t
Assurance Contract Expiration Date
Installation Instructions
FLI83 R2R2_,II N0:,pt!f
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
1163.10 ITimberline Select 40 gFiberglass reinforced heavyweight asphalt shingle I
Approved for use in HVHZ: Yes
Approved for use outside MVNZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: Refer to uploaded Miami -Dade NOA.
.11
Limits of use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
impact Resistant: N/A
Design Pressure: N/A
Other: Refer to uploaded Miami -Dade NOA.
;ertiflcation Agency Certificate
EL1$3 RZC CAC NOA 05111508 TiMberlIng
iciest 40.,pdf.
Zuality Assurance Contract Expiration Date
installation Instructions
FL163 R2 IT NOA 051,11$Q8 Timberline Select
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
'iberglass reinforced heavyweight asphalt shir
vith a premium laminate profile.
:ertification Agency Certificate
FL182 1&2 C CAC NOA 05111510 limb, Mine
Assurance Contract Expiration Date
instructions
Jkj.a,pdf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
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Deportment ofCommunitr Affairs
borwa aullamy cope online
Codes and Standards
25SS Shumard Oak Boulevard
Tallahassee, FIMOW 32399-2100
(850) 4874824, Fix (850) 414-8436
p 2000-2005 The State of Florida. All rights re arved. Ceevrinht and Diseiimar
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ENGIIKEI`' 'S.NO'1'IC1Gr OF EVALUATION # PSI-Z02F
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Bullet, IN 46721 �1
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FORM 60OA-2004R EnergyGauge® 4.5.2
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: ANP/Smith #3Builder: AHP
Address: 120815th Street OFFICEPermitting Office: Sanford
City, State: Sanford, FL 32771- Permit Number:
Owner: Bernadette Smith Jurisdiction Number:
Climate Zone: Central
1.
New construction or existing
New —
2.
Single family or multi -family
Single family —
3.
Number of units, if multi -family
1 —
4.
Number of Bedrooms
4 —
5.
Is this a worst case'.?
No _
6.
Conditioned floor area (W)
1444 ft' —
7.
Glass type I and area: (Label reqd.
by 13-104.4.5 if not default)
a. U -factor:
Description Area
(or Single or Double DEFAULT) 7a.(Dble Default) 132.0 ft' —
b. SHGC:
(or Clear or Tint DEFAULT)
7b. (Clear) 132.0 ft' —
8.
Floor types
a. Slab -On -Grade Edge Insulation
R=0.0, 155.0(p) R —
b. N/A
_
c. N/A
_
9.
Wall types
a. Concrete. Int Insul, Exterior
R=8.0, 590.0 R' —
b. Concrete, Int Insul, Exterior
R=8.0, 416.0 ft2 —
c. N/A
_
d. N/A
_
e. N/A
_
10. Ceiling types
—
a. Under Attic
R=30.0,1444.0 ft2
b. N/A
_
c. N/A
_
11.
Ducts
_
a. Sup: Unc. Ret: Unc. AH: Attic
Sup. R=6.0,115.0 R
b. N/A
12. Cooling systems
a. Central Unit/Split
b. N/A
c. N/A
13. Heating systems
a. Electric Heat Pump/Split
b. N/A
c. N/A
14. Hot water systems
a. Electric Resistance
b. N/A
c. Conservation credits
(HR -Heat recovery, Solar
DHP-Dedicated beat pump)
15. HVAC credits
(CF -Ceiling fan, CV -Cross ventilation,
HF -Whole house fan,
PT -Programmable Thermostat,
MZ -C -Multizone cooling,
MZ -H -Multizone heating)
Glass/Floor Area: 0.09 Total as -built points: 21120 PASS
Total base points: 21362
Cap: 30.0 kBtu/hr —
SEER: 13.00
Cap: 30.0 kBtu/hr —
HSPF: 8.20
Cap: 50.0 gallons —
EF: 0.90 —
PT' —
I hereby certify that the plans and specifications covered by Review of the plans and TVtB sT
this calculation are in co Hance with the Florida Energy specifications covered by this o4
Code. calculation indicates compliance f OiO�
PREPARED B G�k N with the Florida Energy Code. z f
DATE • �l a t f � 1(Before construction is completed
this building will be inspected for c9 a
1 hereby certify that this building, as designed, is in compliance compliance with Section 553.908
with the Florida Energy Code. Florida Statutes. 000 wed°
OWNERIAGENT: I BUILDING OFFICIAL:
I DATE: DATE:
1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2&4.
EnergyGauge® (Version: FLRCSB v4.5.2)
FORM 60OA-2004R EnergyGauge® 4.5.2
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: 1208 15th Street, Sanford, FL, 32771- PERMIT #:
EnergyGauge® DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004R FLRCSB v4.5.2
BASE
AS -BUILT
GLASS TYPES
.18 X Conditioned
X BSPM
=
Points
Overhang
Floor Area
Type/SC Ornt Len Hgt Area X
SPM X SOF = Points
.18 1444.0 24.35
6329.0
1.Double, Clear
S 8.0 5.0 36.0
41.92 0.51
772.0
2.Double, Clear
E 1.3 5.0 48.0
55.69 091
2419.0
3.13ouble, Clear
W 1.3 5.0 48.0
50.22 0.90
2178.0
As -Built Total:
132.0
5369.0
WALL TYPES
Area X
BSPM
= Points
Type
R -Value Area
X SPM =
Points
Adjacent
0.0
0.00
0.0
1. Concrete, Int Insul, Exterior
80 590.0
0.70
413.0
Exterior
10060
1.90
1911.4
2. Concrete, tit Insul, Exterior
80 416.0
0.70
291.2
Base Total:
1006.0
1911.4
As -Built Total:
1006.0
704.2
DOOR TYPES
Area X
BSPM
= Points
Type
Area
X SPM =
Points
Adjacent
0.0
000
0.0
1 Exterior Insulated
40.8
4.80
1958
Exterior
40.8
4.80
195.8
Base Total:
40.8
195.8
As -Built Total:
40.8
195.8
CEILING TYPES Area X
BSPM
= Points
Type
R -Value Area X SPM X SCM =
Points
Under Attic
14440
2.13
3075.7
1. Under Attic
30.0 1444.0 2.13 X 1.00
3075.7
Base Total:
1444.0
3075.7
As -Built Total:
11444.0
3075.7
FLOOR TYPES
Area X
BSPM
= Points
Type
R -Value Area
X SPM =
Points
Slab
155.0(p)
-31.8
-4929.0
1 Slab -On -Grade Edge Insulation 0.0 155.0(p
-31.90
-4944.5
Raised
0.0
0.00
0.0
Base Total:
4929.0
As -Built Total:
155.0
4944.5
INFILTRATION
Area X
BSPM
= Points
Area X SPM =
Points
1444.0
14.31
20663.6
1444.0
14.31
20663.6
EnergyGauge® DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004R FLRCSB v4.5.2
FORM 60OA-2004R
EnergyGauge® 4.5.2
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
I ADDRESS: 1208 15th Street, Sanford, FL, 32771- ' PERMIT #: I
BASE
AS -BUILT
Summer Base Points:
27246.6
Summer As -Built Points:
25063.9
-rota) Summer X System
= Cooling
Total I X Cap X Duct X System X
Credit
= Cooling
Points Multiplier
Points
Component Ratio Multiplier Multiplier
Multiplier
Points
(System - Points) (DM x DSM x AHU)
i
(sys 1• Central Unit 30000btuh ,SEER/EFF(13.0) 0ucts'Unc(S).Unc(R).At1(AH),R6 0(INS)
25064 1.00 (1.09 x 1.150 x 1 10) 0.260
0.950
8512.7
27246.6 0.3250
8855.1
25063.9 1.00 1.375 0.260
0.950
8512.7
EnergyGauge'" DCA Form 60OA-2004R EnergyGauge@/FIaRES'2004R FLRCSB v4 5.2
FORM 60OA-2004R EnergyGauge® 4.5.2
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: 1208 15th Street, Sanford, FL, 32771- PERMIT #:
EnergyGauge® DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004R FLRCSB v4.5.2
BASE
AS -BUILT
GLASS TYPES
.16 X Conditioned
X BWPM =
Points
Overhang
Floor Area
Type/SC Ornt Len Hgt
Area X WPM X WOF = Point
.18 1444.0
9.11
2368.0
1.Doubie. Clear
S 8.0 5.0
36.0
6.74 2.14
520.0
2.Double, Clear
E 1.3 5.0
48.0
8.82 1.02
432.0
3.Doubie, Clear
W 1.3 5.0
48.0
9.55 1:01
463.0
As -Built Total:
132.0
1415.0
WALL TYPES
Area X
BWPM
= Points
Type
R=Value
Area X
WPM =
Points
Adjacent
0.0
0.00
0.0
1. Concrete, Int Insul, Exterior
8.0
590.0
2.10
1239.0
Exterior
1006.0
2.00
2012.0
2. Concrete, Int Insul. Exterior
80
416.0
2.10
873.6
Base Total:
1006.0
2012.0
As -Built Total:
1006.0
2112.6
DOOR TYPES
Area X
BWPM
= Points
Type
Area X
WPM =
Points
Adjacent
00
0.00
0.0
1.Exterior Insulated
40.8
5.10
208.1
Exterior
40.8
5.10
2081
Base Total:
40.8
208.1
As -Built Total:
40.8
208.1
CEILING TYPES Area X
BWPM
= Points
Type
R -Value Area X WPM X WCM =
Points
Under Attic
1444.0
0.64
924.2
1 Under Attic
30.0
1444.0 0.64 X 1.00
924.2
Base Total:
1444.0
924.2
As -Built Total:
1444.0
924.2
FLOOR TYPES
Area X
BWPM
= Points
Type
R -Value
Area X
WPM =
Points
Slab
155.0(p)
-1.9
-294.5
1. Slab -On -Grade Edge Insulation 0.0
155.0(p
2.50
387.5
Raised
0.0
0.00
0.0
Base Total:
-294.5
As -Built Total:
155.0
387.5
INFILTRATION
Area X
BWPM
= Points
Area X
WPM =
Points
1444.0
-0.28
-404.3
1444.0
-0.28
-404.3
EnergyGauge® DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004R FLRCSB v4.5.2
FORM 600A -2004R EnergyGauge® 4.5.2
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: 1208 15th Street, Sanford, FL, 32771- PERMIT *:
BASE
AS -BUILT
Winter Base Points:
111110111111111111
4813.4
Winter As -Built Points:
4643.0
Total Winter X System =
Heating
Total X Cap
X Duct X System X
Credit
= Heating
Points Multiplier
Points
Component Ratio
Multiplier Multiplier
Multiplier
Points
(System - Points)
(DM x DSM x AHU)
(sys 1: Electric Heat Pump 30000 btuh ,EFF(8.2) Ducts:Unc(S),Unc(R),Att(AH),R6.0
4643.0 1.000
(1.078 x 1 160 x 1 11) 0.416
0.950
2548.3
4813.4 0.5540
2666.6
4643.0 1.00
1.388 0.416
0.950
2548.3
EnergyGauge"" DCA Form 60OA-2004R EnergyGau9e®/FiaRES'2004R FLRCSB v4.5.2
FORM 60OA-2004R EnergyGauge® 4.5.2
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS: 1208 15th Street, Sanford, Ft_, 32771- PERMIT #:
BASE
CODE
COMPLIANCE
AS -BUILT
WATER HEATING
Number of X Multiplier
= Total
Tank EF
Number of X Tank X Multiplier X Credit = Total
Bedrooms
+ Heating + Hot Water = Total
Points Points Points
Volume
Bedrooms Ratio Multiplier
4 2460.00
9840.0
50.0 0.90
4 1.00 2514.67 1.00 10058.7
As -Built Total:
10058.7
PASS
ox
h As
u7 "
EnergyGauge"" DCA Form 60OA-2004R EnergyGauge@1FIaRES'2004R FLRCSB v4.5.2
CODE
COMPLIANCE
STATUS
BASE
AS -BUILT
Cooling + Heating +
Points Points
Hot Water
Points
= Total
Points
Cooling
Points
+ Heating + Hot Water = Total
Points Points Points
8855 2667
9840
21362
85'13
2548 10059 21120
PASS
ox
h As
u7 "
EnergyGauge"" DCA Form 60OA-2004R EnergyGauge@1FIaRES'2004R FLRCSB v4.5.2
FORM 60OA-2004R EnergyGauge® 4.5.2
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS: 1208 15th Street, Sanford, FL, 32771- PERMIT #:
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
Exterior Windows & Doors
i 606.1.ABC.1.1
Exterior & Adjacent Walls
1606.1.ABC.1.2.1
i
Floors
i
' 606.1.ABC 1.2.2
Ceilings
I
! 606.1.ABC.1 2.3
i
I
i
I Maximum:.3 cfm/sq.tt. window area; .5 cfm/sq.ft. door area.
I Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall: I
I foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility I
I penetrations; between wall panels & top/bottom plates; between walls and floor. I
EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends 1
from, and is sealed to, the foundation to the top plate. '
Penetrations/openings >1/8" sealed unless backed by truss or joint members.
EXCEPTION- Frame floors where a continuous infiltration barrier is installed that is sealed '
to the perimeter, penetrations and seams.
i Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases,
soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate;
attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is
Recessed Lighting Fixtures I 606.1.ABC.1.2.4 I Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a
1 1 sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from
I I conditioned space, tested. I
Multi -story Houses 1606.1.ABC.1.2.5 I Air barrier on perimeter of floor cavity between floors. I
Additional Infiltration reqts 606.1.ABC.1 3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, I
! have combustion air.
6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.)
COMPONENTS _ r SECTION
Water Heaters
: 612.1
Swimming Pools & Spas
612.1
Shower heads
? 612.1
Air Distribution Systems
610.1
HVAC Controls_
Insulation ; 604.1, 602.1
REQUIREMENTS. .. _ CHECK
Comply with efficiency requiierneiils in Table 612.1.ABC.3.2. Switch or clearly marked Cir
breaker (electric) or cutoff (gas) must be provided External or built-in heat trap required. I
Spas & heated pools must have covers (except solar heated). Non-commercial pools
must have a pump timer. Gas spa & pool heaters must have a minimum thermal
' efficiency of 78%.
Water flow must be restricted to no more than 2 5 gallons per minute at 80 PSIG
All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically
! attached, sealed, insulated, and installed in accordance with the criteria of Section 610.
Ducts in unconditioned attics: R-6 min. insulation.
SeNarate readily accessible manual or automatic thermostat for each system.
Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. I
Common ceiling & floors R-11.
EnergyGaugeTA DCA Form 600A -2004R Ener9yGauge4D/FlaRES'2004R FLRCSB v4.5.2
ENERGY PERFORMANCE LEVEL (EPI,)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 85.8
The higher the score, the more efficient the home.
Bernadette Smith, 1208 15th Street, Sanford, FL, 32771-
I. New construction or existing
New _
2. Single family or multi -family
Single I'amily _
3. Number of units, if rnulli-family
I _
4. Number of Bedroom
4 _
5. Is this it worst case'.'
No _
6. Conditioned floor area (Il')
1444 Il` _.
7. Glass type I and area: (Label reyd.
by 13-104.4.5 if not default)
a. t) -factor:
Description Arca
(or Single or Double DI•.FAUUl') 7a.(Dblc I)clault) 132.0 11= _
b. SI IGC:
(or Clear or Tint DEFAULT)
7b. (Clear) 132.0 11' _
8. Flour types
a. Slab-On-(.iradc Edge Insulation
R=0.0. 1.55.0(p) ft
b. N/A
c. N/A
-
9. Wall types
a. Concrete. Int Insul, Exterior
12=8.0, 590.0 111
b. Concrete, hit htsul, Exterior
R=8.0, 416.0 IF
c. N/A
d. N/A
J
c. N/A
10. Ceiling types
a. Under Attic
R=30.0. 1444.0 111- _
b. N/A
_
c. N/A
_
11. Ducts
a. Sup: Unc. Rcr. Unc. AH: Attic
Sup. R=6.0, 115.0 fl _
b. N/A
12. Cooling systems
a. Central Unit/Split
b. N/A
c. N/A
13. Heating systems
a. Electric I Icat Pump/Split
b. N/A
c. N/A
14. Hot water systems
a. L•'Iectric Resistance
b. N/A
c. Conservation credits
(HR -Heat recovery, Solar
DHP-Dedicated heat pump)
15. HVAC credits
(CF -Ceiling fan, CV -Cross ventilation
HF -Whole house fan,
PT -Programmable 'fhennostat,
MZ -C -Multizone cooling,
ML -H -Multizone heating)
I certify that this home has complied with the Florida Energy Efficiency Code For Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new ENL Display Card will be completed
based on installed Code compliant features.
Builder Signature: _ Date:
Address of New Home:
City/FL Zip:
Cap: 30.0 kBtu/hr
SEEK: 13.00
Cup: 30.0 kl3tu/hr _
IISPF: 8.20
Cap: 50.0 gallons
LF: 0.90 --
0, -CUE STq��ot
.L-SJJJ h,
*NOTE: The homes estimated energy performance score is only available through the FLARES cumputer program.
This is not a Building Energy Rating. f your score is 80 or greater ("or 86 fi)r a US EPA/DOE EnergySlar"designation),
your home may qualifyfir energy efficiency mortgage (EEM incentives ifyotr obtain a Florida Enerkn� Gauge Rating.
Contact the Energy Gauge Hotline al 321/638-1492 or see the Energy Gauge web site at www fsec. uq edu for
information and u list of certified Raters. For information about Florida's Energy Efficiency Code For Bztilding
Construction, contact the Deportment of Community Affairs at 850/48%-1824.
1 Prcdominar►t glass type. For actual glass type and areas, sce Summer & Winter Glass output on ages 2&4.
EnergyGauge® (Version: F'LRCS9 v4.5.2)
RESIDENTIAL HEAT GAIN / HEATLOSSCALCULATION
(BASED ON A.C.C.A. MANUAL J - EIGHTH EDITION (c) 2004 by A.C.C.A.)
---------------------------------------------------------------------------------------------
Project AHP/Smith #3 IPrepaired by:
Address 1208 15th Street IStandard Air Contractors, Inc.
City Sanford 12487 Castlewood Rd.
State/Zip FL 32771- (Maitland, FL 32751
owner Bernadette Smith ITEL:407-831-2227
Builder AHP IFAX:407-831-2280
HVAC Contr Standard Air lemail:james@standardairservices.com
---------------------------------------------------------------------------------------------
Cond Floor Area = 1444 (Total Glass Area = 132
Conditioned Floor Area to Total Glass Area Ratio = 9.1%
---------------------------------------------------------------------------------------------
* USA Climatic Conditions & Design Conditions *
---------------------------------------------------------------------------------------------
Geographical Location
(BTUH/CFM) =
I Orlando AP, Florida
1 COOLING FACTOR
(BTUH/CFM) =
North Latitude /
Elevation
=
1 250 9Ft. Above Sea Level
1 COOLING CFM
=
Outdoor Winter Dry
Bulb
1 48°
SELECTION *
Indoor Winter Dry
Bulb
RHEEM
1 70°
I SENSIBLE CLG
20500
Winter Temperature
Diff.
(wTd)
1 22°
LATENT CLG
9500
Outdoor Summer Dry
Bulb
RHSAHM1730JAZ
1 89°
I TOTAL CLG
30000
Outdoor Summer Wet
Bulb
30000
1 770
I TONAGE
2.5
Outdoor Summer Hum.
Ratio
Gr/Lb
1 49
I (S)EER
13
Indoor Summer Relaltive
EATING CFM
Hum.
1 50%
I COOLING CFM
1000
Indoor Summer Design
Gr/Lb.
8.2
1 56
1 TYPE
HP
Indoor Summer Dry
Bulb
1 75°
Summer Temperature
Diff.(sTd)
1 140
Summer Daily Range
---------------------------------------------------------------------------------------------
1 150 (Low Deviation)
* HEATING SUMMARY
*
ahpl444.ENB * COOLING SUMMARY *
---------------------------------------------------------------------------------------------
;UBTOTAL
18437.8
1 STRUCTURE SENSIBLE
=
13211.8
1 OCCUPANTS
+
2400.0
1 APPLIANCES
+
1200.0
1 SUBTOTAL SENSIBLE
=
16811.8
)UCT LOSS +
921.9
1 DUCT GAIN
+
1681.2
'OTAL LOSS =
19359.7
1 TOTAL SENSIBLE
=
18493.0
1ECHANICAL VENT.- 50 CFM =
1210.0
1 MECHANICAL VENT.- 50 CFM
=
770.0
1 TEMP.SWING 3.0*@ 95°
x
1.0
IINIMUM EQUIPMENT LOSS =
20569.7
1 MINIMUM EQUIPMENT SENSIBLE
=
19263.0
•-----------------------------------------------I--------------------------------------------
!0% OVERSIZE LOSS =
4113.9
1 20% OVERSIZE SENSIBLE
=
3852.6
.QUIPMENT LOSS +
20569.7
I EQUIPMENT SENSIBLE
+
19263.0
IAXIMUM EQUIPMENT LOSS =
24683.6
1 MAXIMUM EQUIPMENT SENSIBLE
=
23115.6
•-----------------------------------------------I--------------------------------------------
I TOTAL LATENT
=
8886.4
1 EQUIPMENT SENSIBLE
+
19263.0
•--------------------------------------------------------------------------------------------
1 EQT.SENSIBLE + LATENT
=
28149.4
* AIR FLOW FACTORS *
.EATING FACTOR
(BTUH/CFM) =
20.0
1 COOLING FACTOR
(BTUH/CFM) =
12.7
.EATING CFM
=
1028.5
1 COOLING CFM
=
1030.7
--------------------------------------------------------------------------------------------
* EQUIPMENT
SELECTION *
--------------------------------------------------------------------------------------------
QT. MANUF
RHEEM
I SENSIBLE CLG
20500
(BTUH)
U MOD #
RPNE030JAZ
I
LATENT CLG
9500
(BTUH)
HU MOD #
RHSAHM1730JAZ
I TOTAL CLG
30000
(BTUH)
EATING INPUT
30000
(BTUH)
I TONAGE
2.5
EATING OUTPUT
30000
(BTUH)
I (S)EER
13
EATING CFM
1000
(BTUH)
I COOLING CFM
1000
FUE/HSPF
8.2
1 TYPE
HP
I I
I Procedure A Winter Infiltration HTM I
I-------------------------------------------------------------------------------------------I
11. Winter Infiltration CFM Envelope Evaluation #2 (Good/Average) I
I 1.6 Air Changes per hour x 11552 Cubic ft. x .0167 = 308.7 CFM I
i I
1 2. Winter Infiltration Btuh I
I 1.1 x 308.7 CFM x 22 Degrees Winter TD = 7969.8 BTUH I
I I
1 3. Winter Infiltration HTM I
I 7469.8 Btuh / 132 Sq.Ft of.total Glass & Door areas = 56.6 HTM I
I I
I I
I Procedure B Summer Infiltration HTM I
I-------------------------------------------------------------------------------------------I
11. Summer Infiltration CFM Envelope Evaluation #2 (Good/Average) I
I .7 Air Changes per hour x 11552 Cubic ft. x .0167 = 135.0 CFM I
I I
1 2. Summer Infiltration Btuh I
I 1.1 x 135 CFM x 14 Degrees Summer TD = 2079.7 BTUH I
I I
1 3. Summer Infiltration HTM I
I 2079.7 Btuh / 132 Sq.Ft of total Glass & Door areas = 15.8 HTM I
I I
I Procedure C Latent Infiltration I
I-------------------------------------------------------------------------------------------I
I 0.68 x 56 grains difference @ 50 RH x 135 CFM = 5142.4 BTUH I
I I
Procedure D Equipment Sizing
I
I
-------------------------------------------------------------------------------------------I
1. Sensible Sizing Load
Sensible Ventilation Load
I
I
1.1 x 50 VENT CFM x 14 Degrees Summer TD
= 770.0
BTUH I
Sensible Load for Structure
+ 13211.8
BTUH I
Sum of Ventilation & Structure Loads
= 13981.8
BTUH
Rating & Temperature Swing Multiplier (3.00@ 950)
x 1.0
RSM I
Equipment Sizing Load - Sensible
= 13981.8
BTUH I
2. Latent Sizing Load
I
I
Latent Ventilation Load
I
I
0.68 x 50 VENT CFM x 56 differance
= 1904.0
BTUH I
Internal Loads = 230 Btuh x 8 people
+ 1890.0
BTUH I
Infiltration Load from Procedure C
+ 5140.8
BTUH I
Equipment Sizing Load - Latent
= 8886.9
BTUH I
I
* Glass/Windows
S.C.=
Single Clear I S.T. = Single
Tint I S.R. =
Single Reflective
D.C.=
Double Clear I D.T. = Double
Tint I D.R. =
Double Reflective
T.C.=
Triple Clear I T.T. _ Triple
Tint I T.R. =
Triple Reflective
Shdg= Shading I Ovhg = Overhang I Btm = Bottom
I Hgt = Height
I Sc = Shading Coefficient
* Inside Shading
N.S.= No shades I D/B = Drapes or
Blinds I R.S.
= Roller Shades
* Other *
Whtm = Winter Heat Transfer Multiplier I
Shtm = Summer
Heat Transfer Multiplier
Infiltration #'s: 1..Sub Standard/Poor 12..Standard
13..Better
14..Excellent
Building Componet Heat Loss
6 Gain Calculations
ir. Ext.Shdg Type
Shdg OvHg Botm Hgt Sc
Area Whtm
Loss/Btuh Shtm
Gain/Btuh
-All Shaded D.C.
R.S. 8.0 5.0 4.2 1.0
36.0 14.3
514.8 17.6
633.6
--------------------------------------------------------------------------------------------
-Shaded Area D.C.
R.S. 1.33333333333333 5.0
4.0 1.0 5.2
17.6
91.5
-Solar Area D.C.
R.S. 1.33333333333333 5.0
4.0 1.0 42.8
56.6
2422.5
-Total Area D.C.
R.S. 1.33333333333333 5.0
4.0 1.0 48.0
14.3 686.4
--------------------------------------------------------------------------------------------
-Shaded Area D.C.
R.S. 1.33333333333333 5.0
4.0 1.0 5.2
17.6
91.5
-Solar Area D.C.
R.S. 1.33333333333333 5.0
4.0 1.0 42.8
56.6
2422.5
-Total Area D.C.
R.S. 1.33333333333333 5.0
4.0 1.0 48.0
14.3 686.4
--------------------------------------------------------------------------------------------
lass Infiltration:
13.2.0 43.2
5702.4 12.0
1584.0
Lass Sub Totals:
132.0
7590.0
7245.6
:)mponet Type
Exposure R -Value
Area Wi-hrm
'Llo , c / F4tuh Shtm
17a i n /Btuh
/W C.B. - Int Insul
Exterior 4.1
652.0 4.1
2673.2 2.6
1695.2
/W C.B. - Int Insul
Exterior 4.1
476.0 4.1
1951.6 2.6
1237.6
-J l:t �1LL\1 4L•r4/lJ�llli
LALCriVr 1!%•li
�l/V 1JU
J�•v f 1L.V
X22.2
nor I.nfil.tration:
40.8 43.2
1762.6 12.0
489.6
LGV G!1 Vr4dL
U
110 V I .V
4.•1 J.L U
V
.dc- Attic
30.0
1.444.0 0.7
L010.8 1..4
2021.6
I
6
6
6
cy
l5!oQ.,
IRZ as pi \i
VIM
vl� 3 m N ■j , z 0
D �
Imam 1MIm•m
{� O
N C
s
m � �
r
ZZ�'^^
8 1 M • 6
1r rr
a �
a,
R
i•
' a
v i 9 •;
Ii.at
�4N
'��
a9glE gpp- 'Q
;�:ei '
�a
•�� ¢ Q �a-Inaa i
&All �[ fia
8� 1; I- f'.f 11♦ O' V 1
ti �t S 00 O�
C Y q 1\ 1 1 1
9
t
1 11 t i aYY`= i 00� a�E
gg R A
X����$$' aa
r
;�,
�O •� � � `tai � 9 � LS o � �s. _ � 3 �.��i �1 �+ a «
wa ��•'� � SV � / 1 1 1
!� � • � � t � � � � a• i R •�/..r�, • gra.
r 4
PROPERTY OF
A!lER1CA'S HOME PLACE INC �, PENNEY XT
w1 w S�[NCimama
11.0.x. „a.e BLOCK E. WALLS
,1oR aae. LW—%T�CCAG�OGS�IlrG MUM ama loom
. ��,_ ,,_ „«
owmcur 1ul BERNLTM SMITH #3 ww "s - son w"M 1.. "Oft low FLOOR PLAN M/1�
407O puma ..��T...t� W.
ssoslMMINV+mr.»
I� +
-•�•
M ��� • r�ast�misi �'m 'sose. T"" cwm
wkMk�N\W1')1wv
i„,IL.I' 1 '
LOT 16
FLORIDA LAND COLONIZATION CO. ADDITION TO SOUTH SANFORD
PLAT BOOK 1, PAGE 73,
SEMINOLE COUNTY, FLORIDA
/ SITE PLAN
/ LOT 4
izE%'RONROD
005D
SOUTH
0.91' EAST
22.54'
60'(P)
'66"E 60.07'(bf
27
TFENCE
PROPOSED
I
t 1.1'
ry0
I
I
/
I
ry^0
FIN. FLOOR ELEV
4a
e
12.04'
I
ry0
LOT 14 I
LOT 15
O R
I
Q
I
(
PROPOSED DRIVE
11.75'
Q PORCH
22.54'
60'(P)
'66"E 60.07'(bf
27
SITE BENCHMARK 51
NAIL k PENNY
ELEVATION 29.12 ry0ap
W.
LOT 16
30.50'
S 9.6 08"
60.047M7
OFFIClio
I
HENCE t 0.5' OFF I
FENCE 3 0.5' OFF —
11.01' I
O I
v
y
Cv LOT 17 I
ry�7tot
I
i
11.9 I
D' I
PROPOSED WATER METER
fl.RE..
60'(P) / — NOW 17'20'E 60.06'(M)—
_• _ — --
/-OVERHEAD UNE (TYPICAL)
'p, /�
ffm STREET
REED STREET (P)
(ASPHALT)
ADDRESS: 1208 W. 15TH STREET
BEARINGS ARE BASED ON THE
CENIFRUNE OF W. 15TH STREET
AS BEING S89'52'08'E . ASSUMED
THIS SURVEY CERTIFIED TO: LEGAL OESCRIPRON FURNISHED BY
CLIENT (UNLESS OTHERWISE NOTED)
BERNETTE SMITH THIS IS TO CERTIFY THAT 1 HAVE
AMERICA'S HOME PLACE, INC. REVIEWED THE FLOOD INSURANCE RATING
PROPOSED FINISH FLOOR ELEVATION PER DRAINAGE PUN PROVIDED BY CLIENT 7/23/08 MAP (FIRM) PANEL #120294 0045 E
DATED 4/17/95 AND DETERMINED THAT
REVISE SITE PLAN: 7/23/08 ® COVERED CONCRETE AS SHOWN THE LANDS SHOWN HEREON UE IN ZONE 'C.
SITE PLAN: 8/4/08
NOT VAUD WITHOUT THE SIGNATURE AND•. LPJflF��TD D - CENTRAL ANGLE (DELTA), L - ARC. R RADIUS,
SCALE:1,-30,THE ORIGINAL RAM SEAL OF A FLORIDA R/W a RIGHT OF WAY, A/C - AIR CONDITIONER.
LICENSED SURVEYOR AND MAPPER. ■ – RECOVERED 4X4' CONCRETE MONUMENT NO/ (R) RADIAL (NR) - NON–RADIAL, (P) PUT.
ADDITIONS AND DELETIONS TO SURVEY REVIEWED BY: MWS ♦ RECOVERED NAIL k DISK / (M) MEASURED. (C) CALCULATED. (D) DEED.
MAPS. SKETCHES. OR REPORTS BY OTHER POB POINT OF BE INNING. CONC. a CONCRETE,
THAN THE SIGNING PARTY OR PARTIES IS O e RECOVERED 1/2' IRON ROD DRAWN BY. J5S - RECOVERED 1 1 POC a POINT OF COMMENCEMENT, POL POINT ON
OF THE SIGNING PARTY /2 FLAT BAR U
PROHIBITED WRHOUf CO • NE
O
O - RECOVERED 1 1/4' IRON PIPE
I DATE: 9/26/07 - RECOVERED 1' IRON BAR THIS SURVEY IS CERTIFIED TO AND PREPARED FOR THE
' � SOLE AND EXCLUSIVE BENEFIT OF THE ENTITIES AND/OR ri
t - SET 1/2' IRON ROD /LB 6300 INDIVIDUALS LISTED AND SHALL NOT BE RELIED ON 91
JOB No.: 26913 'tL - POWER POLE AS SHOWN ANY OTHER ENTITY OR INDIVIDUAL WHOMSOEVER.
MICHAEL W. SOLTRO, PSM /4458 –0– - WOOD FENCE AS SHOWN UNDERGROUND FOUNDATIONS AND/OR IMPROVEMENTS
FOR THE FIRM OF ALTAMONTE SURVEYING –0– - CHAIN LINK FENCE AS SHOWN WERE NOT LOCATED AS PART OF THIS SURVEY. LAND
AND PLATTING, INC. #LB 6300 REVISED: - CONCRETE SLAB AS SHOWN SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS OF
WAYS AND/OR EASEMENTS OF PUBLIC RECORD.
OALTA►MO SUR G R
��c� e F 8 z e'er
PROPOSED
0�
RESIDENCE
PROPOSED
FIN. FLOOR ELEV
31.10'
e
12.04'
ry0
O R
T)k
N �
BIBB�
10.00'
26.50'
11.75'
Q PORCH
SITE BENCHMARK 51
NAIL k PENNY
ELEVATION 29.12 ry0ap
W.
LOT 16
30.50'
S 9.6 08"
60.047M7
OFFIClio
I
HENCE t 0.5' OFF I
FENCE 3 0.5' OFF —
11.01' I
O I
v
y
Cv LOT 17 I
ry�7tot
I
i
11.9 I
D' I
PROPOSED WATER METER
fl.RE..
60'(P) / — NOW 17'20'E 60.06'(M)—
_• _ — --
/-OVERHEAD UNE (TYPICAL)
'p, /�
ffm STREET
REED STREET (P)
(ASPHALT)
ADDRESS: 1208 W. 15TH STREET
BEARINGS ARE BASED ON THE
CENIFRUNE OF W. 15TH STREET
AS BEING S89'52'08'E . ASSUMED
THIS SURVEY CERTIFIED TO: LEGAL OESCRIPRON FURNISHED BY
CLIENT (UNLESS OTHERWISE NOTED)
BERNETTE SMITH THIS IS TO CERTIFY THAT 1 HAVE
AMERICA'S HOME PLACE, INC. REVIEWED THE FLOOD INSURANCE RATING
PROPOSED FINISH FLOOR ELEVATION PER DRAINAGE PUN PROVIDED BY CLIENT 7/23/08 MAP (FIRM) PANEL #120294 0045 E
DATED 4/17/95 AND DETERMINED THAT
REVISE SITE PLAN: 7/23/08 ® COVERED CONCRETE AS SHOWN THE LANDS SHOWN HEREON UE IN ZONE 'C.
SITE PLAN: 8/4/08
NOT VAUD WITHOUT THE SIGNATURE AND•. LPJflF��TD D - CENTRAL ANGLE (DELTA), L - ARC. R RADIUS,
SCALE:1,-30,THE ORIGINAL RAM SEAL OF A FLORIDA R/W a RIGHT OF WAY, A/C - AIR CONDITIONER.
LICENSED SURVEYOR AND MAPPER. ■ – RECOVERED 4X4' CONCRETE MONUMENT NO/ (R) RADIAL (NR) - NON–RADIAL, (P) PUT.
ADDITIONS AND DELETIONS TO SURVEY REVIEWED BY: MWS ♦ RECOVERED NAIL k DISK / (M) MEASURED. (C) CALCULATED. (D) DEED.
MAPS. SKETCHES. OR REPORTS BY OTHER POB POINT OF BE INNING. CONC. a CONCRETE,
THAN THE SIGNING PARTY OR PARTIES IS O e RECOVERED 1/2' IRON ROD DRAWN BY. J5S - RECOVERED 1 1 POC a POINT OF COMMENCEMENT, POL POINT ON
OF THE SIGNING PARTY /2 FLAT BAR U
PROHIBITED WRHOUf CO • NE
O
O - RECOVERED 1 1/4' IRON PIPE
I DATE: 9/26/07 - RECOVERED 1' IRON BAR THIS SURVEY IS CERTIFIED TO AND PREPARED FOR THE
' � SOLE AND EXCLUSIVE BENEFIT OF THE ENTITIES AND/OR ri
t - SET 1/2' IRON ROD /LB 6300 INDIVIDUALS LISTED AND SHALL NOT BE RELIED ON 91
JOB No.: 26913 'tL - POWER POLE AS SHOWN ANY OTHER ENTITY OR INDIVIDUAL WHOMSOEVER.
MICHAEL W. SOLTRO, PSM /4458 –0– - WOOD FENCE AS SHOWN UNDERGROUND FOUNDATIONS AND/OR IMPROVEMENTS
FOR THE FIRM OF ALTAMONTE SURVEYING –0– - CHAIN LINK FENCE AS SHOWN WERE NOT LOCATED AS PART OF THIS SURVEY. LAND
AND PLATTING, INC. #LB 6300 REVISED: - CONCRETE SLAB AS SHOWN SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS OF
WAYS AND/OR EASEMENTS OF PUBLIC RECORD.
OALTA►MO SUR G R
��c� e F 8 z e'er
CITY OF SANFORD
P.O. BOY 1788
SANFORD FL 327721788
C E R T I F I C A T E O F O C C U P A N C Y
P E R M A N E N T
Issue Date . . . . . .
Parcel Number . . . . .
Property Address . . .
Subdivision Name . . .
Legal Description . . .
Property Zoning . . . .
1/23/09
35.19.30.503-0000-0160
1208 W 15TH ST
SANFORD FL 32771
FLORIDA LAND & COLONIZATION CO
LOT 16 FLA LAND + COLONIZATION
COS ADD TO SOUTH SANFORD PB 1
PG 73
MULTIPLE FAMILY
Owner . . . . . . . . . BERNETTE D SMITH
Contractor . . . . . . AMERICA'S HOME PLACE
352 873-2411
Application number 08-00001954 000 000
Description of Work NEW SINGLE FAMILY HOME - DETACHED
Construction type . . . TYPE VB
Occupancy type . . . . RESIDENTIAL USE GROUP
Flood Zone . . . . . . NONE
Approved . . . . . . . u t'_a
Building Officia
VOID UNLESS SIGNED BY BUILDING OFFICIAL
In accordance with this Certificate of Occupancy, all inspections for compliance
with Florida Building Code 2004 for occupancy and use have been performed and
approved.
If the construction project was permitted and built under the owner/builder
contractor exemption of Florida State statute 489.103; refer to state statute
regarding limitations on renting, lease or sale of this property.
COUNTY OF SEMINOLE
IMPACT FEE STATEMENT
;TATEMENT NUMBER: 08100003
3UILDING APPLICATION #: 08-10000307
1UILDING PERMIT NUMBER: 08-10000307
TNIT ADDRESS: 15TH STREET WEST 1208
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SUF:
SUBDIVISION:
PLAT BOOK: PLAT BOOK PAGE:
)WNER NAME:
ADDRESS:
►9"
$IsSj -
DATE: August 01, 2008
35-19-30-503-0000-0160
PARCEL:
TRACT:
BLOCK: LOT:
LPPLICANT NAME: BERNETTE SMITH
ADDRESS: 3743 SHANNON GREEN WAY ALEXANDRIA VA 22309
SAND USE: SINGLE FAMILY RESIDENCE
'YPE USE:
70RK DESCRIPTION: CITY-SANFORD
>PECIAL NOTES: 1208 W. 15TH STREET / REBUILD OF SFR/
NO FEES/JF
-------------------------------------------------------------------------------
-'EE BENEFIT RATE UNIT CALC UNIT TOTAL DUE
'YPE DIST SCHED RATE UNITS TYPE
•------------------------------------------------------------------------------
tOADS-ARTERIALS
N/A
Single Family
Housing
705.00
.000
dwl
unit
.00
tOADS-COLLECTORS
N/A
Single Family
Housing
.00
.000
dwl
unit
.00
FIRE RESCUE
N/A
.00
,IIA
Single Family
Housing ing
54.00
.000
dwl
unit
.00
)CSingLle
Family
Housing
5,000.00
.000
dwl
unit
.00
'ARKS
N/A
.00
jAW ENFORCE
N/A
.00
)RAINAGE
N/A
.00
AMOUNT DUE
.00
>TATEMENT S� � , p04� _\
tECEIVED BY: �� w "t" SIGNATURE:
(PLEASE PRINT NAME)
DATE:
TOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND
s'NSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. ***
)ISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT
2 -FINANCE 4 -LAND MANAGEMENT
*NOTE**
'ERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE
)EMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL
ISSUANCE OF A BUILDING PERMIT.
)ERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
'0 APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES
NST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR
)AYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN
'ERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW
1UST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
'OPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED,
PROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET,
;ANFORD FL, 32771; 407-665-7356.
)AYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32771
)AYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE
'HE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT.
r**THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT***
:SSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE
DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356.
,J,�, IorN�a��rrn�rblt�rlrrtr�rbrllw IM
THIS INSTRUMENT PREPARED BY: Ul�l (`� WAYME a �pN ClNgllT CDIR
Name: Joseph J. Ka�lange �, ) MU Gl1MfY
Address:��'ILle burvicesr LLC
15701 SIR e . 204 8N 0'/001 Pq IM41 (spa)
SEM/NOLE COUNTY CLERW S M 200806.4419
State of Florida Ciermont, FL 3471 IOUW's WWAAL CNOIu
ftEC011DED 06/01/E008 09125r03 AN
REMIND FEES 10.00
XMINg BY L klel(ioliy
NOTICE OF COMMENCEMENT
Permit Number Parcel ID Number (PID) 35-19-30-503-0000-0160
The undersigned hereby gives notice that Improvement will be mads to certain real property, and In accordance with Chapter 713.
Florida Statutes, the following Information Is provided In this Nodes of Commencement.
DESCRIPTION OF PROPERTY (Legal description of the property and street address if available) Lot 16. map of
Florida' w
nl f-haranf ae .1%g
in Plat Book 1. page 73, of the CERTMEU UP1
Ru�ic etF—cords o��semi'nole County, Florida. �jAJ�YANNE MORSE
GENERAL DESCRIPTION OF IMPROVEMENT Single family dwelling
1208 W. 15th St., Sanford, FL 32771-3212 CEERX OF CIRCUIT COURT
IE COUNTY. FLORIpA
OWNER INFORMATION
Nameandaddress: Bernette Smith
3743 Shannons, Alexandria, VA 22309
• UN.
CONTRACTOR
Name and address: America' a Roma Pl arae Tnr _
3101 SW 34th Ave., 0902, Ocala, FL 34761
Perone wMn the Stab of Flortde Designated by Owner upon whom notice or other documents may be served as provided
by Section 713.13(1)(bh Florida Statute.
Name and address:
In addition to himself. Owner Designates of
To receive a copy of aro Liences Notice n Provided In
Section 713.13(1)(bh Florida Statutes.
Expiration Date of Notice of Commencanent
The expiration dab to 1 year from dab of reeordino union a different dab to speeNled.
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713; PART I, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVMENTS TO YOUR PROPERTY. A
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
ST OF FLORIDAL COUNTY OF SEMINOLE
E SIGNATUR OWNERS PRINTED NAME
'(NOTE: Per Flort 713.13(1) (g), owner must sign.-... and no one else may be permitted to sign In his or her oWd."
The foregoing Insttrument wee acknowledged before me thleff-11A day of 20DY
by'?)EC'M.1
ie_ SM -Ar) . Who Is personally known to me
Name of person making autement
OR whahaa nrodueerlld.ntHkatbn� type of Identification produced
VERIFICATION PURSUANT TO SECTION 92.523, FLORIDA STATUTES.
NALTIES OF PERJURY, I DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE FACTS STATED IN IT
TO THE BEST OF MY KNOWLEDGE AND BELIEF.
LI.
(-rA )
OLL
eesse
N!gt
/2
Book7004/Page1534 CFN#2008064419
7 200a
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
PARCEL, DETAIL,
.e 47 ie ao pi2
D D
Owvm J010MOK CFA. AM
PROPERT9V
a 28A ��` 85•e
9 8 7 8 302 1 64.064
A\PPRAMER
2e e3.o 91.6
—1
SEMINOLE COUNTY FL
10.0 14 fa fa le n Is fe �I
1' A-81.0
14.0
1tot E.FIFSTST
BANFcno. FL 32771-146eaB
1 7
12 A-eD
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407-GM-,75M2D
29 zs zs r, 28
219.0.28.0 30.0
58A67
2008 WORKING VALUE SUMMARY
Amendment 1 Impact not reflected.
GENERAL
Value Method: Market
Parcel Id: 35-19-30-503-0000-0160
Number of Buildings: 0
Owner SMITH BERNETTE
Depreciated Bldg Value: $0
Mailing Address: 3743 SHANNON GREEN WAY
Depreciated EXFT Value: $0
CNy,StateMpCode: ALEXANDRIA VA 22309
Land Value (Market): $17,745
Property Address: 120815TH ST W SANFORD 32771
Land Value Ag: $0
Subdivision Name: FLA LAND AND COLONIZATION COS ADD TO
SOUTH SANFORD
JustlMarket Value: $17,745
Assessed Value (SOH): $17,745
Tax District: S1-SANFORD
Exempt Value: $0
Exemptions:
Taxable Value: $17,745
Dor. 00 -VACANT RESIDENTIAL
Tax Estimator
PortabilitkCalculator
SALES
Deed Date Book Page Amount Vacllmp Ouallfled
SPECIAL WARRANTY 06x1006 06305 1112 $15,600 Improved No
DEED
2007 VALUE SUMMARY
CERTIFICATE OF
TITLE 10/2005 05954 1826 $100 Improved No
2007 Tax Bill Amount: $331
TRUSTEE DEED 08/2004 05545 0258 $100 Improved No
2007 Taxable Value: $17,745
WARRANTY DEED 0512002 04423 1656 $53,000 Improved No
DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS
CORRECTIVE DEED 05/2002 04407 1188 $100 Improved No
CERTIFICATE OF 05/2002 04403 1782 $100 Improved No
TITLE
Find Comparable Sales within this Subdivision
LAND
LEGAL DESCRIPTION
Land Unit Land
PLATS: Pick...
Land Assess Method Frontage Depth
Units Price Value
LEG LOT 16 FLA LAND + COLONIZATION COS
FRONT FOOT 8 60 120000 325.00 $17,745
ADD TO SOUTH SANFORD
DEPTH
PB 1 PG 73
OTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem
ax purposes.
"' If you recently purchased a homesteaded property your next yearls property tax will be based on JusbMarket value.
http://www.scpafl.org/web/re web.seminole county_title?PARCEL=35193050300000160... 6/3/2008
24.O.0 START
OFFICE
APPROUED TRUSS ANCHOR BY BUILDER,
PLUMB CUT OUERHRK
HEEL HEICHI = 0-4-5
BOTTOM : 20 MIN 12
TOP = 2x4 MIN 70/
I00
iin
cJ. I.-4•
TRUSS END DETAIL
s -os -o NO TRUSS ITEMS
60) 8" SEAT PLATES
Universal Forest
Products, Inc.
5025 E. Fowler Avenue
Suite 15
Tampa. Florida 33617
ROOF LOADING
TCLL = 20 PSF
TCDL = 7 PSF
BCLL = 10 PSF
BCDL = 10 PSF
TOTAL = 47 PSF
D.O.L. = 1.2S
WINDMETHOD: MWFRS-C.0
WIND SPEED: 120
TYPE: ENCLOSED
BLDG EXPOSURE: e
USAGE CAT.: ►►
CODE IBC20061ASCE7.OS
FLOOR LOADING
TCLL = PSF
TCDL = PSF
BCLL = PSF
TOTAL= PSF
WALL LEGEND
171719-4-0 (BLOCK WALL)
Job Name/Moder BERETTE SANTH RES.
Elev. d Opt:
Subdivision:
Address:
I Designp: 8"015195 1
DESCRIPTION INIT. DATE
C"Ar[D.aw lr. a5/I!N
REVISED flY
Pape: Scale: N.T.S.
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OFFICE
APPROUED TRUSS ANCHOR BY BUILDER,
PLUMB CUT OUERHRK
HEEL HEICHI = 0-4-5
BOTTOM : 20 MIN 12
TOP = 2x4 MIN 70/
I00
iin
cJ. I.-4•
TRUSS END DETAIL
s -os -o NO TRUSS ITEMS
60) 8" SEAT PLATES
Universal Forest
Products, Inc.
5025 E. Fowler Avenue
Suite 15
Tampa. Florida 33617
ROOF LOADING
TCLL = 20 PSF
TCDL = 7 PSF
BCLL = 10 PSF
BCDL = 10 PSF
TOTAL = 47 PSF
D.O.L. = 1.2S
WINDMETHOD: MWFRS-C.0
WIND SPEED: 120
TYPE: ENCLOSED
BLDG EXPOSURE: e
USAGE CAT.: ►►
CODE IBC20061ASCE7.OS
FLOOR LOADING
TCLL = PSF
TCDL = PSF
BCLL = PSF
TOTAL= PSF
WALL LEGEND
171719-4-0 (BLOCK WALL)
Job Name/Moder BERETTE SANTH RES.
Elev. d Opt:
Subdivision:
Address:
I Designp: 8"015195 1
DESCRIPTION INIT. DATE
C"Ar[D.aw lr. a5/I!N
REVISED flY
Pape: Scale: N.T.S.
1 Of 1