HomeMy WebLinkAbout1606-1608 W 12 St 05-789 New DuplexPERMIT ADDRESS AC P-
CONTRACTOR
ADDRESS
PHONE NUMBER
PROPERTY OWNER
ADDRESS (: \ P
PHONE NUMBER y O-) - -1 a 7-> - \ 1 \-
ELECTRICAL CONTRACTOR CD-
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
FEE
PERMIT NUMBER FEE
SUBDIVISION
PERMIT # Q-'-) - -) U\ DATE \ a - 3 9 -Qq
PERMIT DESCRIPTION
PERMIT VALUATION \ a W )
SQUARE FOOTAGE 0813 0
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City of Sanford
Certificate of Occupancy
This is to certify that the building located at 1606-1608 W 12`
f' St for which permit number
05-789 has heretofore been issued on June 22, 2005 and has been completed according to plans
and specifications filed in the office of the Building Official prior to the issuance of said building
permit, to wit as New Multi Family Residence complies with all the building, plumbing,
electrical, zoning and subdivision regulations ordinances of the City of Sanford with the
provisions of these regulations.
Staff Approval Date
Building:
P Hubbard 06/13/05
Engineering:
G Hyatt 06/13/05
Public Works:
J Crumpton 06/13/05
Utilities:
R Blake 06/14/05
Fire Department:
Zoning:
Conditions (if blank, no conditions apply)
Emory Green Q a' YV1 -P,',. 06/22/05
Property Owner Building Official Date
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
NEW MULTI FAMILY ****
rVIL,
0-1
DATE: 06/10/05 n
PERMIT #:' 05-579 7
ADDRESS: 1606-1608 W 121h St
CONTRACTOR: Emory Green 407-323-1763
PHONE #: Darrin 407-466-9799
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
ngineering .4or Tire
Public Works lZoning
Utilities (Licensing
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
DATE:
PERMIT #: '
ADDRESS:
CONTRACTOR:
PHONE #:
NEW MULTI FAMILY ****
06/10/05
05-578
1606-1608 W 121h St
Emory Green 407-323-1763
Darrin 407-466-9799
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
Engineering Fire
ublic Works (Zoning
Utilities
OK-
Licensing
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
P ,
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTIOl
NEW MULTI FAMILY ****
DATE: 06/10/05
O
PERMIT #: ' 05-578 ' ~
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ADDRESS: 1606-1608 W 12 St u c
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W O
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CONTRACTOR: Emory Green 407-323-1763 a o c
N
p u u
0
PHONE #: Darrin 407-466-9799
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
OEngineering
Public Works
iFire
iZoning
i i ' _ lLicensing
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
LMB00401 CITY OF SANFORD 6/14/05
Address Misc. Information Maintenance 14:16:22
Location ID/Subdivision 132205 MEISCH'S SUBDIVISION
Parcel Number . . . . . 26.19.30.505-0300-0070
Alternate location ID .
Location address . . . . 1606 W 12TH ST
Primary related party EMORY GREEN JR
Type information, press Enter.
Sequence Code(F4) App Free -form information Date
1.00 CSVC UT SW DEV FEE $1700.00 WA DEV FEE 650.00 122804
2.00 CSVC UT BP05-789 PD 12-27-04 SEE REC#7371 122804
3.00 CSVC U1 SW TAP $1300.00 WA TAP SET FEE 190.00 122804
4.00 CSVC UT 3/4"WA METER SET FEE $190.00 PD 12-27-04 122804
5.00 CSVC UT REC#7371 122804
6.00 CSVC SW TAP WITH "Y" CONNECTION FOR BOTH 1606 122804
7.00 CSVC J'T 1608 W 12TH ST (1) 111WA TAP WITH Y" 122804
8.00 CSVC
9.00
CONNECTION FOR BOTH 1606&1608 W 12TH ST 122804
10.00
Special
notes
More...
F2=Address F3=Exit F5=Notes display F6=Change display F9=Parcel Notes
F10=Subdivsion Notes F12=Cancel F16=Related pty data
LMBC0401 CITY OF SANFORD 6/14/05
Address Misc. Information Maintenance 14:16:28
Location ID . . . 274365
Parcel Number . . 26.19.30.505-0300-0070
Alternate location ID
Location address . 1608 W 12TH ST
Primary related party EMORY GREEN JR
Type information, press Enter.
Sequence Code(F4) App Free -form information Date
1.00 C V I'T SW DEV FEE $1700.00 WA DEV FEE $650.00 122804
2.00 CSVC UT BP05-789 PD 12-27-04 SEE REC#7372 122804
3.00 CSVC PT 3/4"WA METER SET FEE $190.00 PD 12-27-04 122804
4.00 CSVC JMT PD 12-27-04 REC#7371 122804
5.00 CSVC 7L'T SW TAP WITH "Y" CONNECTION FOR BOTH 1606 122804
6.00 CSVC 1608 W 12TH ST (1) 1"WA TAP WITH "Y" 122804
7.00 CSVC
8.00
9.00
0.00
ITT CONNECTION FOR BOTH 1606&1608 W 12TH ST 122804
Special
notes
More...
F2=Address F3=Exit F5=Notes display F6=Change display F9=Parcel Notes
F10=Subdivsion Notes F12=Cancel F16=Related pty data
FEDERAL EMERGENCY MANAGEMENT AGENCY
NATIONAL FLOOD INSURANCE PROGRAM
O.M.B. No. 3067-0077
Expires December 31, 2005
ELEVATION CERTIFICATE
Read the instructions on pages 1- 7.
SECTION A - PROPERTY OWNER INFORMATION I For trnsuranoe CaTWM Use: I
EMORY GREEN Jr.
BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIL Number
1606 & 1608127" W. STREET
CITY STATE ZIP CODE
SANFORD FL 32771
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, eta.)
LOT 7 AND 8 BLOCK 3 MEISCH S SUB PLAT BOOK 3 PAGE 84, SEMINOLE COUNTY, FLORIDA
BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, eta Use a Comments area, if necessary.)
RESIDENTIAL
LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type):
f -W - ##.##' or ##.#i ###) NAD 1927 NAD 1983 USGS Quad Map ® Other. 0
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NAP COMMUNITY NAME & COMMUNITY NUMBER B2 COUNTY NAME W. STATE
CITY OF SANFORD 120294 SEMINOL= FLORIDA
B4. MAP AND PANEL FIRM PANEL B9. BASE FLOOD ELEVATION(S)
NUMBER B5. SUFFD( II B6. FIRM INDEX DATE EFFECTINGREVOIED DATE B8. FLOOD ZONE(S) Zane AO, use depth of flooding)
12117C0045 E APRIL 17, APRIL 17, X NA
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9.
FIS Profile ® FIRM Community Determined Other (Describe):
B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe):
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ®No Designation Date
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished
A new Elevation Certificate will be required when construction of the buBding is complete.
C2. Buildrng Diagram Number _ (Select the building diagram most similar to the building for which this certificate is being competed - see pages 6 and 7. If no diagram
accurately re(esents the building, provide a sketch or photograph.)
C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, ARIAE, AR/A1-AW, ARIAH, AR/AO
Compete Items C3.-a4 below aocording to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in
Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of
Section D or Section G, as appropriate, to document the datum conversion.
Datum Conversion/Comments
Elevation reference marts used SEMI. CO. Does the elevation reference mark used appear on the FIRM? Yes ®No
o a) Top of bottom floor (including basement or enclosure) 27. 07 ft.(m)
o b) Top of next higher floor NA. _ft(m) o
o c) Bottom of lowest horizontal structural member (V zones only) NA . --A(m) o
o d) Attached garage (top of slab) NA. ft.(m) w a
o e) Lowest elevation of machinery andtor equipment 2
servicing the building (Describe in a Comments area) 26.. 89 ft(m) E f-
o Q Lowest adjacent (finished) grade (LAG) 26— 8 ft.(m) z in09) Highest a4acent (finished) grade (HAG) 27.0.
o h) No. of permanent openings (flood vents) within 1 ft. above adlaoent grade NA
B
J
o i) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm)
e 22 Zoos
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.
1 certify that the information in Sections A, 8, and C on this certificate represents my best efforts to interpret the data available.
1 understand that anv false statement may be aunishable by fine or imprisonment under 18 U. S. Code, Section 1001.
CERTIFIERS NAME RALPH A. NIETO LICENSE NUMBER 6025
TM-E PROJECT SURVEYOR COMPANY NAME Cph Engineers, Inc.
ADDRESS GTY STATE ZJP CODE
500 W. FULTON STREET SANFORD FL 32771
SIGNATURE DATE TELEPHONE
6R1105 407-322M41
FFMA Fnrm Al-31 .lannary 7nna Sap ravama sirla fnr nnntimintinn RAnlarac all nrAvinim Aditinnc
IMPORTANT: In these spaces, copy the corresponding information from Section A- For Insuranoe Company use:
BULDV -.STREET ADDRESS (IndudirV Apt, Unit, Sub, andlar Bldg. No.) OR P.O. ROUTE AND BOX NO. Pony Number
1606 &', 608 W. In STREET
CITY STATE ZIP COD I Company NAIC Number ISx*ORD FL 3MI
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentloompany, and (3) building owner.
COMMENTS
AIR CONDITIONER PADS ARE THE LOWEST EQUIPMENT ELEVATION
Check here if attachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zone AO and Zone A (without BFE), oonplete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information fox a LOMA or LOMR-F,
Section C must be completed.
El. &M ng Diagram Number _(Select the building diagram most similar to the building for which this certificate is being competed — see pages 6 and 7. If no diagram accurately
represents the building, provide a sketch or photograph.)
E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft(m) _in.(cm) above or below (check one) the highest adtacent grade. (Use
natural grade, if available).
E3. For Building Diagrams 6-8 with openings (seepage 4 the nerd higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(om) above the highest adjacent
grade. Compete items C3.h and C3.i on front of form.
E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(crn) above or below (check one) the highest adjacent grade. (Use
natural grade, if available).
E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's f oodplain 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 competes Sections A, B, C (Items C3.h and C31 only), and E for Zone A (without a FEMAissued or Community -
issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, end E are cared to the best of rrry 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 ordnance to administer the community's floodplain management ordinance can compete Sections A, B, C (a E), and G of this Elevation
Certificate. Compete the applicable items) and sign below.
G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state
or local law to certif)r elevation information. (Indicate the source and date of the elevation data in the Comments area below.)
G2. A community official competed Section E for a building located in Zone A (without a FEMA4ssued or communityassued BFE) or Zone AO.
G3. The following information (Items G4 G9) is provided for community floodpain 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 -built lowest floor (including basement) of the building is: — _k(m) Datum:
Gg. BFE or (in Zane AO) depth of flooding at the building site is: — _ fL(m) Datum:
LOCAL OFFICIAL'S NAME TITLE
COMMUNITY NAME TELEPHONE
SIGNATURE DATE
COMMENTS
Check here if attachments
FFMA Fnrm R1-31 .lanimry qnn.,A RAnlarac all nravinim arli inns
CPH Engineers, Inc.
P.O. Box 2808
Sanford, FL 32772-2808
Phone: 407.322.6841
Fax: 407.330.0639
June 22, 2005
City of Sanford Building Division
P.O. Box 1788
Sanford, Florida 32772-1788
Re: Lot 7 and 8 Block 3 Meisch's Sub Plat Book 3, Page 84
Seminole County, Florida
Gentleman:
The slab elevation and lot grading on the above referenced residence meets or exceeds
the requirements as outlined in the Sanford City Code Section 6.7.
Sincerely,
D
Ralph A. Nieto, PSM
CPH Engineers, Inc.
COUNTY OF SEMINOLE
C .CDC - ' c IMPACT FEE STATEMENT
STATEMENT NUMBER: 04100016
BUILDING
BUILDING PERMITATNUMBER: 04-10001600
UNIT ADDRESS: 12TH ST W 1606 & 1608
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP:
SUBDIVISION:
PLAT BOOK: PLAT BOOK PAGE:
OWNER NAME: GREEN EMORY JR
ADDRESS: 2181 BRISSON AVE SANFORD
APPLICANT NAME: GREEN EMORY JR
ADDRESS: 218-1 BRISSON AVE SANFORD
LAND USE: MEISCHS 'SUBD
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: DUPLEX LOTS 7 & 8
DATE: December 21, 2004
26-19-30-505-0300-0070 + 0080
PARCEL:
TRACT:
BLOCK: LOT:
FL 32771 P,4
r,
FL 327.
ITUNITALC -------- - TOTAL DUE
BENEFIT RATE--
FEEE DIST SCHED RATE UNITS TYPE ------
TY--------------------
ROADS-ARTERIALS
Condominium*
ROADS -COLLECTORS
Condominium*
FIRE RESCUE
LIBRARY
Condominium*
SCHOOLS
Multifamily
PARKS
LAW ENFORCE
DRAINAGE
STATEMENT
RECEIVED BY:
CO -WIDE ORD
380.00
NORTH ORD
77.00
N/A
CO -WIDE ORD
54.00
CO -WIDE ORD
639.00
N/A
N/A
N/A
AMOTJ
f, IGNATURE:
PLE E PR,,4t NAME)
DATE
ND
ENOTE TO
NSURE TIMELY VPAYMENT NMAY RRESULT IINYOUR
ALIABILITY ILURETONFOR FTHE WFEA E.*** DISTRIBUTION:
2-
FINANDCEPT 3-APPLICANT 2.000
dwl unit 2.000
dwl unit 2.000
dwl unit 2.000
dwl unit 760.00
154.00
00 108.
00
1, 278.
00 00 00
NOTE**
PERSONS
AREADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY
ROAD, FPERMITSCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE PERSONS ARE
ALSO
ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE
CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHERECEIVINGSIGNATUREDATEABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY
OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE
REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES
GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THEFLLA IMPLEMENTATION-
7OFFICE: 1101 EAST
FIRST
STREET, SANFORD 665356. PAYMENT SHOULD
BE MADE
TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST
FIRST STREET
SANFORD, FL 32771 PAYMENT
SHOULD BE BY
CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT
NUMBER --AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO
LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDARDAYSOFTHERECEIVINGSIGNATUREDATEABOVEDETAILOFCALCULATIONAVAILABLE
UPON REQUEST. CALL 407-665-7356. J,
CITY OF SANFORD PERMIT APPLICATION
Permit #: Os .
Job Address: I
Description of Work:
Historic District:
Permit Type: Building X Electrical X Mechanical X Plumbing X. Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS 15 n Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential X Non -Residential Replacement New (Duct Layout & Energy Cale. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets _q Plumbing Repair — Residential or Commercial
Occupancy Type: Residential X Commercial Industrial Total Square Footage: o^: .3&
Construction Type: ds-- # of Stories: __L_ # of Dwelling Units: R Flood Zone: (FEMA form required for other than X)
t 00`60
Parcel #: % V (Attach Proof of Ownership & Legal Description) CSee Slay vi
Owners Name & Address: J0", /
ize r % -7 Phone: No Z) 32 3 — 176 3
Contractor Name & Address: mov t/ 6yeen J S'a A e-
Phone & Fax:
Bonding Company
Address:
Mortgage Lender:
Address:
Architect/Engineer:
Address:
Application is hereby 'made to obtai a
issuance of a permit at d that all wor I
permit must be secui4for ELECTRICAL
AIR CONDITIONERS, etc.
State License Number:
L ,-, e Phone: Llc,-1 2 a 3
Phone:
Fax:
ni to th {andpnjallationsas'Hcated. I certify that no work or installation has commenced prior to the
QilMtlordsofalI regulating construction in this jurisdiction. 1 understand that a separate
WORK, PLUMBING, SIGNS_W.E . OOLS, FURNACES, BOILERS, HEATERS, TANKS, and
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. 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 perrni required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is ve ' ionn tha ill notify the owner of the property of the requirements of Florida Lien Law, FS 713.
Signa wner/ ent Date Signature of Contractor/Agent Date
Print Owner/ gent's Name Print Contractor/Agent's Name
VV) qk"n" c o. &0-
a-gnature of Notary -State of rida Date Signature of Notary -State of Florida Date
o os`: • a c JO ANN hk 4AM
MY COMMISSION 4 DD 211b8Tt
Own isa or ^-tr
Contractor/
Agent is _ Personally Known to Me or cnC7' )
c4' _ Produced ID APPLICATION
APPROVED BY: Bldg:I dL 3 Zomn U[ilities: I I I `' FD: Initial &
Date) nitial & D e) (Initial & Date) (Initial & Date) Special
Conditions: se-n!.i/rl/2 Z
DEVELOPMENT FEE WORKSHEET
CITY OF SANFORD.
UTILITY — ADMIN
P.O. BOX 1788
SANFORD, FL 32772-1788
Date /
Project Name: -.-- .
Owner/Contact Person:
A6t_
Phone: yo7 3Z3—/7d0
Address: 14oC Z Z6011 L 2 /2 %
K. A
Type of Development:
1)
2)
nrIlyorn 11Pina
RESIDENTIAL
Type of Units (single family
or multi -family):
Total Number of Units:
Type of Utility Connection
individual connections
or central water meter &
common sewer tap):
Water Meter Size (3/4",
1", 2", etc.):
REMARKS:
NON-RESIDENTIAL
Type of Units (commercial,
Industrial, etc.):
Total Number'ofBuildings:
Number of Fixture Units
each building):
Type of Utility Connection
individual connections
or central water meter &
common sewer tap):
Water Meter Size (3/4",
1", 2", etc.)
REMARKS:
Ate Lim XTrs G
COAWECTIONFEE CALCULA770N.•
7,00 CND
Name - Signature - Date
o.
a,
2)
1) Water System Impact Fees
Equivalent Residential Connection (ERC) -300 Gallons Per Day (GPD)
Residential -
S650/Unit - Single family structure, or multi -family unit
containing three (3) bedrooms or more.
S487.50/Unit ' - Multi -family unit or Mobile Home unit containing
less than three (3) bedrooms. (Ibis category is
based on judgment/assumption, estimation that
such family units on average require 756/6-225 GPD
of the water and sewer service of an average single
family unit}
Commercial
S650/ERU - . Fixtures unit schedule from Southern Plumbing Code
will be used. One.ERU will be charged for ommection
and up to twenty (20) fixtures units.
For projects having more that twenty (20) fixture unit
base for the first ERU. (Example: twenty-five (25)
fixtures units will be rated as 125 enr: twenty-six (26)
fixture units will be rated as 1.5 ERU.)
Sewer Systems Impact Fees
Equivalent Residential Connections-270 Gallons Per Day (GPD)
Residential -
51,700 Unit - Single Family structure, or multi -family unit
Containing three (3) bedrooms or more.
S1,275/Unit - Multi -family unit or Mobile Home unit containing
less than three (3) bedrooms. ('This category is based on
judgment/assumption, estimation that such family units on
average require 75% of water and Sewer service of an
average single family unit}
Commercial- Industrial- Institutional
S1,700/ERU
Fixtures unit schedule from Southern Plumbing Code
will be used. One ERU will be charged for connection and up to
twenty (20) fixtures units. For projects having more than twenty
20) units the Impact fee will be increments of 25% based on
multiples of five (5) fixture units above the twenty (20) fixture
unit base for the first ERU. (Example: twenty five (25) fixture units will
be as 1.25 ERU: twenty six (26) fixture units will be rated as 1.5 ER14
FIXTURES TYPE DRAINAGE FIXTURES UNIT
VALVE AS LOAD FACTORS
MINIMUM SIZE OF
TRAP C
Automatic clothes washers, commercial (a). 3 2
Automatic clothes washers, residential 2 2
Bathroom group consisting of water closets, lavatory,
bidet and bathtub or showers
6
Bathtub (b) (with or without overhead'shower or
whirlpool attachments)
2 1 Y
Bidet 2 1 'A
Combination sink and tray 2 1 '%
Dental lavatory 1 1 '/4
Dental unit or cuspidor I 1 'A
Dishwashing machine, (c )domestic 2 1 '/2
Drinldng fountain 2 1 '/4
Floor drains 2 2
Kitchen sink domestic 2 1 A
Kitchen sink, domestic with food waste grinder and/or
Dishwasher
2 1 '/2
Laundry tray 1 or 2 coin ents) 2 _ . 1 V2
Lavatory I 1 '/4
Shower compartments, domestic 2 2
Sink 2
Urinal 4 . Footnote d
Urinal,' 1 gallon per flush or less 2e Footnote d
Wash sink (circular or multiple) each sea of faucets 2 PA
Water closets, flushometer tank, public or private 4e Footnote d
Water closets, private installation 4- Footnote d
Water closets, public installation 6 Footnote d
For SI:1 Inch-25.4 mm,1 pBon-3.785 L. '
a For traps larger than 3 inches, use Table 709.2
b A-showerhead over a bathtub of whiripool•bathtub attachments does not increase the drainage fixtures unit valve
t See sections 709.2 thought 709.4 for methods of computing unit valve of fiAmvs not -listed in Table 709.1 or'for rating of devices with intermittent flows.
d Trap size shall be consistent with the fixtures outlet size.
e For the purpose of computing -loads on building drains and sewers; water closets or urinals shall not -be rated at a lower -drainage first fixture unit
unless the lower values are confirmed by testing. TABLE 709.2 DRAINAGE FIXTURES UNITS FOR FDL-TURFS DRAINS OR TRAPS
Fixt= Drain or Trap
Size inches
Drainage FiXhues
Unit Value
1 '/4 1
1 '/2 2
2 3
2'/2 4
3 5
4 6
Standard Plumbing coda 0 1997
Permit No.
State of Florida
County of Seminole
THIS INSTRUMENT/PREPARED BY:
NOTICE OF COMMENCEMENT NAME I-d1cl C ° °'N J
Tax Folio No. , / 4/ 6 ee? 11'pADDR.
SAS orb/l 3?
The undersigned hereby gives notice that imp
Chapter 713, Florida Statutes, the following i
1. Description of property: egal description oftb
L in
j e1& o c7 S
2. General descrip 'on of improvement:
mN57 u 'U O /I%P
3. Owner information
a. Name and address iny;- Y ror eP b.
Interest in property 0W14P'- c.
Name and address of fee simple titleholder will
be made to certain real property, and in accordance with n
is provided in this Notice of Commencement. lleedA
roperty
and street address if available) I LD G / 60 6 Gv I%
e1'sch's Sohl;YI,5/Io ccv•d/h 5"
reeve
ecl i ri /a I Oo 3, rw e _-'d`4 Df S11,iao lau1'r'j/, FZ Ii
fan
b , 'L other
than Owner) 4.
Contractor dd a.
Name and address F"n e'- v 6 i t n j ,r, oZ 1 gl /'S 3i>''! /T b.
Phone number _ 5.
Surety a.
Name and address 6
b.
Phone number _ c.
Amount of bond _ Lender
a.
Name and address b.
Phone number 7.
Persons within the State of Florida designated provided
by Section 713.13(1)(a)7., Florida S1 a.
Name and address b.
Phone number 8.
In addition to himself or herself, Owner Q
713.
13(1)(b), Florida Statutes. a.
Phone number Expiration
date of notice of commencement date
is specified) Sworn
to (or affirmed) and subscribed before me th Ciy
1. Personally
Known OR Produced Identificati, Type
of Identification Produced FCb C, 6 b 5 7N.
ature
of Notary Public, §6te of Florida Commission
Expires: e
71
Fax
number i-
m COPY Fax
number Fax
number Owner
upon whom notices or other documents may be served as Fax
number of
to
receive a copy of the Lienor's Notice as provided in Section Fax
number _ expiration
date is 1 year from the a different d
Sign .' eofOwner err
q •P un •-./i r ••r t
day of r 20 O - , by MARYANNE
MORSEL CLERK OF CIRCUIT COURT SEMINOLECOUNTYZvO'
Dq:3'757'8 BK 05495 PG 0193 CLERK9S #
2004165594 RECORDED
10/26/2004 10:39:40 AM RECORDING
FEES 10.00 4NSON
RECORDED
BY t holden MY
0 MSSIONDO285622 IF
EXPIRES; March 23, 2008 1110Bonded7h,u Budget Notary Services
CITY OF SANFORD BUILDING DIVISION
OVVNER/BUILDER AFFIDAVIT
CONSTRUCTION CONTRACTING
Owners of property when acting as their own contractor and providing direct, onsite supervision
themselves of all work not performed by licensed contractors, when building or improving farm
outbuildings or one -family or two-family residences on such property for the occupancy or use of such
owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to
exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or
lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such
structure by the owner -builder within 1 year after completion of same creates a presumption that the
construction was undertaken for purposes of sale or lease. This subsection does not exempt any person
who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The
owner may not delegate the owner's responsibility to directly supervise all work to any other person
unless that person is registered or certified under this part and the work being performed is within the
scope of that person's license. Foi- the purposes of this subsection, the term "owners of property"
includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this
subsection, an owner must personally appear and sign the building permit application.
State law requires construction to be done by licensed contractors. You have applied for a permit under
an exemption to that law. The exemption allows you, as the owner of your property, to act as your own
contractor with certain restrictions even though you do not have a license. You must provide direct,
onsite supervision of the construction yourself. You may build or improve a one -family or two-family
residence or a farm outbuilding. You may also build or improve a commercial building, provided*your
costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may
not be built or substantially improved for sale or lease. If you sell or lease a building you have built or
substantially improved yourself within 1 year after the construction is complete, the law will presume that
you built or substantially improved it for sale or lease, which is a violation of this exemption. You may
not hire an unlicensed person to act as your contractor or to supervise people working on your building. It
is your responsibility to make sure that people employed by you have licenses required by state law and
by county or municipal licensing ordinances. You may not delegate the responsibility for supervising
work to a licensed contractor who is not licensed to perform the work being done. Any person working
on your building who is not licensed must work under your direct supervision and must be employed by
you, which means that you must deduct F.I.C.A. and withholding tar and provide workers' compensation
for that employee, all as prescribed by law. Your construction must comply with all applicable laws,
ordinances, b?din,.codes, and zoning regulations.
I. IG do hereby state that I am qualified and capable of performing the
requeste construction involved with the permit application filed.
I will assume full responsibility as an 0%%mer/Builder Contractor, and will personally supervise all work
allowed by law on-thy,p?riWittedstructure.
Date
Print 04me-VBuilder Name
i • 7'"' 4ature of Notary—S to of Florida Dat
MyCOMMISSION>> DDDD
Owner is Personally own to Me o? pop EXPIRES: Mash 23, 2009
Produced ID Egl L. j5 ('D_50 • • /Y" s -
CITY OF SANFORD BUILDING DIVISION
OWNER/BUILDER AFFIDAVIT
ELECTRICAL & FIRE ALARM SYSTEMS
An owner of property making application for permit, supervising, and doing the work in connection with
the construction, maintenance, repair, and alteration of and addition to a single-family or duplex residence
for his or her own use and occupancy and not intended for sale or an owner of property when acting as his
or her own electrical contractor and providing all material supervision himself or herself, when building
or improving a farm outbuilding or a single-family or duplex residence on such property for the
occupancy or use of such owner and not offered for sale or lease, or building or improving a commercial
building with aggregate construction costs of under $25,000 on such property for the occupancy or use of
such owner and not offered for sale or lease. In an action brought under this subsection, proof of the sale
or lease, or offering for sale or lease, of more than one such structure by the owner -builder within 1 year
after completion of same is prima facie evidence that the construction was undertaken for purposes of sale
or lease. This subsection does not exempt any person who is employed by such owner and who acts in
the capacity of a contractor. For the purpose of this subsection, the term "owner of property" includes the
owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an
owner shall personally appear and sign the building permit application.
State law requires electrical contracting to be done by licensed electrical contractors. You have applied
for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to
act as your own electrical contractor even though you do not have a license. You may install electrical
wiring for a farm outbuilding or a single-family or duplex residence. You may install electrical wiring in
a commercial building the aggregate construction costs of which are under $25,000. The home or
building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or
lease more than one building you have wired yourself within 1 year after the construction is complete, the
law will presume that you built it for sale or lease, which is a violation of this exemption. You may not
hire an unlicensed person as your electrical contractor. Your construction shall be done according to
building codes and zoning regulations. It is your responsibility to make sure that people employed by you
have licenses required by sta law and by county or municipal licensing ordinances.
I, ' •
S idh do hereby state that I am qualified and capable of performing the
request coninvolved with the permit application filed. I %
vill assume full responsibility as an O r"Builder Contractor, and will personally supervise all work allowed
by la a permitted structure. vn
der Si cure Date 12
r
reen Print
Own rBuilder Name l
L
g •o C, rgnature
of Notary—StatV of Florida Date J6 AN11 IA, "Idt* MY
CWM6$ION 4 OD 285824 EXPIRES:
March 23, 2008 Owner
is Perso ly Known to Me or has 4640 rfof
n 9adad
n,m eudget Notary Services Produced
ID r DL (cSf'J • J TO •.11E.. 3_15 • g
4
Seminole County Property Appraiser Get Information by Parcel Number Page I of I
PARCEL DETAIL
a. _ - 4 Back
W wi1TH
5"
1Z4044o_ C
of suITML,2,TH 3T
ttet U. Vint 40
Ir4atbrd1'1: 12T7LE r9iL; 4 1 1i-?5tM
2005 WORKING VALUE SUMMARY
Value Method: Market
GENERAL
Number of Buildings: 0
Parcel ld: 26-19-30-505-0300-0070 Tax District: S1-SANFORD
Depreciated Bldg Value: $0
Owner: GREEN EMORY JR Exemptions:
Depreciated EXFT Value: $0
Address: 2181 BRISSON AVE
Land Value (Market): $4.881
City. State,ZipCode: SANFORD FL 32771
Land Value Ag: $0
Property Address: 12TH ST W SANFORD 32771 Just/Market Value: $4.881
Subdivision Name: MEISCHS SUBD
Assessed Value (SOH): $4,881
Dor: 00-VACANT RESIDENTIAL
Exempt Value: $0
Taxable Value: $4,881
SALES
2004 VALUE SUMMARY
Deed Date Book Page Amount Vac/Imp
WARRANTY DEED 08/2004 05432 1112 $7,000 Vacant
2004 Tax Bill Amount: $100
QUITCLAIM DEED 11/2003 05095 1746 $6,500 Vacant
2004 Taxable Value: $4.881
TAX DEED 1012003 05067 1241 $1,600 Vacant
DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS
Find Comparable Sales within this Subdivision
LAND
Land Assess Method Frontage Depth
Land Unit Land LEGAL DESCRIPTION PLAT
Units Price Value
LEG LOT 7 BLK 3 MEISCHS SUBD PB 3 PG 84
FRONT FOOT &
51 110 110.00 $4.881000
DEPTH
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem
tax purposes.
Ifyou recently purchased a homesteaded property your next ear's property tax will be based on JustlMarket value. http://
www.scpafl.org/pls/web/re web. semi nole_county_title?PARCEL=2619305050300... 10/18/2004
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
PARCEL DETAIL
t I Back `
Affir
5 e i t-
rr
r
Q
w
WTU [
2T" T
ttot 19. A" r fLutir ,1 b4 s2"t
149 W 4 W_ I I
2005 WORKING VALUE SUMMARY
Value Method: Market
GENERAL
Number of Buildings: 0
Parcel Id: 26-19-30-505-0300-0080 Tax District: 31-SANFORQ
Depreciated Bldg Value: $0
Owner: GREEN EMORY JR Exemptions:
Depreciated EXFT Value: $0
Address: 2181 BRISSON AVE
Land Value (Market): $4.881
City,State,ZipCode: SANFORD FL 32771
Land Value Ag: $0
Property Address: 12TH ST W SANFORD 32771
JustlMarket Value: $4.881
Subdivision Name: MEISCHS SUBD
Assessed Value (SOH): $4,881
Dor: 00-VACANT RESIDENTIAL
Exempt Value: $0
Taxable Value: $4,881
SALES
2004 VALUE SUMMARY
Deed Date Book Page Amount Vacllmp
2004 Tax Bill Amount: $100
TAX DEED 08/2004 05432 1859 $2,500 Vacant
2004 Taxable Value: $4.881
DOES NOT INCLUDE NON -AD VALOREM
Find Comparable Sales within this Subdivision ASSESSMENTS
LAND
Land Assess Method Frontage Depth
Land Unit Land LEGAL DESCRIPTION PLAT
Units Price Value
LEG LOT 8 BLK 3 MEISCHS SUBD PB 3 PG 84
FRONT FOOT &
51 110 110.00 $4.881000
DEPTH
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem
tax purposes.
If you recently purchased a homesteaded property your next ear's property tax will be based on JustlMarket value.
http://www.scpafl.org/pls/web/re _web.semi nole_county_title?PARCEL=2619305050300... 10/18/2004
MEMMORANDUM
Emory Green Jr.
2181 Brisson Ave.
Sanford, F1 - 32771
To: Dan Florian
RE: Rear Door Access
Monday, December 13, 2004
Listed below are the addresses for the mentioned duplex being constructed in the city of
Sanford.
New Address:
1606 West 12' Street
1608 West 12`
h
Street
Current Parcel Number
26-19-30-505-0300-0080
26-19-30-505-03 00-0070
I, Emory Green Jr, owner of above listed properties decline to have a rear door access.
Green Jr. (Owner)
CITY OF SANF'-"20RD
DEC 13 2004
RECEIVE'D
BP200I01 CITY OF SANFORD 12/13/04
Application Inquiry 10:36:47
Application number . . . . . 02 0.0-0-018-62
Application status, date . . :RTIFICATE ISSUED 12/20/02
Property . . . . . . . . .
C
81.6—CYP-R&S-S AE
Parcel Number. . . . . . . . 25.19.30.5AG-100A-0030
Alternate location ID . . .
Zoning . . . . . . . . . . . : NA NOT APPLICABLE
Application type . . . . . . : 2FBL NEW TWO FAMILY BUILDINGS
Application date . . . . . . . 7/22/02
Tenant nbr, name . . . . . . .
Master plan nbr, revved by . . 138
Estimated valuation . . . . . 80672
Total square footage . . . . . 2056
Public building . . . . . . . NO
Work description, qty . . . .
Pin number . . . . . . . . . . 6948
Press Enter to continue.
F3=Exit F5=Land inq F7=Appl names F8=Tracking inq F9=Bond inquiry
F10=Fees Fll=Receipts F12=Cancel F13=Val calcs F24=More keys
t 3 ZU04
REVISIONS
PERMIT # DATE ldr 2 y-lgq
ADDRESS 16 D6 ' 16 t94 t,,; l a t/ s1,r r/ CONTRACTOR
P
H # LID?'3a3/76 3 FAX# DESCRRITION
OF REVISION: bg
i7 FO UTILITIES
FIRE
BLDG
f-/
o 7 G Sl 1- 0 7 7/
GRAPHIC SCALE
NO. I DATE APPROVED
1/1\ I X/X/04 I X 1 X 1
N W59'47 E
DN12TH dK. NO
ID. 41.
0' 41.0' BLOCK 3 BLOCK LOT
1 LOT 2 co
p 14' ALLEY N
89'59W I §
5093' (C) FOUND 50.93' (M) 40
0 20 40 80 337.
00' (P) ( IN
FEET ) 1
inch = 40 ft. 337.
03' (M) FOUND WELL
BOX S
R E E T 50 1
R/
W ASPHALT
PAVEMENT 31
BLOCK 3 LOT
3 10200' (
P) lo1.
85' (C) IUND _
qn CA' (`+) r— $
5t00' (P) NO IDR. (P) INO DE. M00' (P) co
0.
01
E.
10.17' N. z0.01' N. M
Iz TooxD
I 8
BLOCK BLOCK 3 1 BLOCK 3 III
6
LOT 7 SLOT4g
88 M
v
Iv
5Lo0' (
P) 5Lo0' (P) 41.
00' A5OA7 C) 5OA7 (M) FOUND
EAST 41.
00' _ FOUND
5/
8- IR EAST
FOUND 5/
8' IR. EAST P.
N01D. NO ID. KNn NO ID. 0.
17' E. 0.
10' N. Q 0.
29' N. EAST Ir
q
1
LOT 8 CIA
N T 188
1y8.
1 '-'
5too' (P) L
5OA7 (M) BLOCK
31 BLOCK 3 LOT
4 1 LOT 5 s
i143 N 89'59'54' E - p
Sow (
C) 50.93' (C) to
5Lo0' (P) 5Lo0' (P) 3
C0 hi
12.
1 m
BLOCK
3 9. BLOCK 3 LOT
9 m
LOT 10 yg
n vv n
SET
5/8-IR. ' f
7143 5L00 (
P) 5L00' (P) 50.
87 (C) 50.87 (C) FOUND
C)
FOUND
aFOUNDEAST 0
24pE.102,W (P) NO 0
83 D
W. 337.00' (P) 0.
17' N. 4.25' S. 3W27' (C) 12TH
STREET 50' R/W ASPHALT
PAVEMENT C
W
0
41.
0' 41.0' rA
L
C
I 07
D
CD
N
z m
14
z
zM$
Q
yQn n9
FOUND
1 /
2- IP. 4t00'
4tW NO ID. Survey
Notes: 1. '
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL
OF A FLORIDA LICENSED SURVEYOR AND MAPPER'. 2.
BEARINGS SHOWN HEREON ARE RELATIVE TO ASSUMED DATA AS BEING
EAST ALONG THE NORTHERLY RIGHT-OF-WAY LINE OF 12TH STREET.
3.
THE 'LEGAL DESCRIPTION' HEREON WAS PREPARED BY THE SURVEYOR
PER THE CLIENT'S REQUEST. 4.
THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT
OR OPINION OF TITLE. NO INSTRUMENTS OF RECORD REFLECTING
EASEMENTS, RIGHTS -OF -WAY, AND/OR OWNERSHIP WERE FURNISHED
TO THIS SURVEYOR EXCEPT AS NOTED. 5.
NO IMPROVEMENTS LOCATED PER CLIENTS REQUEST. 6.
NO UNDERGROUND IMPROVEMENTS, UTILITIES OR INSTALLATIONS LOCATED.
7.
SUBJECT PROPERTY CONTAINS 0.26 ACRES MORE OR LESS. Legal
Description: Lots
7 and 8, Block 3, MEISCH'S SUBDIVISION, according to
the plat thereof, as recorded in Plat Book 3, Page 84,
of the Public Records of Seminole County, Florida. Property
Address: xxx
12th Street West Sanford,
Florida 32771 Surveyors
Certification; I
hereby certify that the attached "Boundary Survey" of the hereon —described property
is true and correct to the best of r-,y ,xnowl edge, information and belief as A B
B R E V I A T I O N L E G E N D: surveyed in the field on October 1, 2004. I. fui Cher certify that this "Boundary P.R.
M. - PERMANENT REFERENCE MONUMENT C.M. CONCRETE MONUMENT EL ELEVATION C• WAL F.H.
WATER METER
FIRE HYDRANT
Survey" meets the minimum technical standards set forth in rule 61 17-6 of the P.O.
C. - POINT OF COMMENCEMENT P.B. PLAT BOO( A/C TYP. AIR
CONDITIONER
TYPICAL C.
LF.
W.F.
CHAIN LINK
FENCE wow FENCE
N k D - NAIL AND DISC Florida Administrative Code. P.O. - POINT OFCOMMENCEM CURVATURE P.RC. -
POINT OF REVERSE CURVATURE Pg. N.
R.
PAGE NDN-
RADIAL
U.E. UTILITY EASEMENT C & 0 CATV CURB
3
GUTTER CABLE TELEVISION
RISER B.LL PVMT. BENCHMARK PAVEMENT P.
C.
C. - POINT OF COMPOUND CURVATURE RAD. R. RADIAL
RADIUS
D.
E.
F.F.
DRAINAGE EASEMENT
FINISHED FLOOR
TILE TELEPHONE RISER F.B. FIELD BOOK P.T. -
POINT OF TANGENCY P.I. -
POINT OF INTERSECTION L A ARC
LENGTH
DELTA S
C.&SBUDDING SETBACK CONCRETE BLOCK
STRUCTURE TRANS L.
P.
TRANSFORMER PAD
LIGHT POLE
M.N.
A) MANHOLE
ACTUAL
For
the
Firm Byrom, P.C.P. - PERMANENT CONTROL POINT P.O.
L -POINT ON LINE R.P. R/W
RADIUS POINT
RIGHT-OF-
WAY P) M3
PUT
MEASURED
P.
P.
N.G. •
POWER POLE
NAIURAL•GROUND
NSI NO
SURVEYOR IDENTIFICATION A„
ONRalfi -- h A. N i O, C.B. - CHORD BEARING T.B. -
TANGENT BEARING CENTER LINE C CALCULATED PORTIONAL MEASUREMENT So. FT. - SQUARE FEET FIND REG FOUND
RECOVERED
Professional-
Surveyor and Mapper Florido Registration
No. 6025 ,- E AcWty
Name
Date BOUNDARY SURVEY Scale: 1°=40' Planners DeteoeFteld6
D.S./LR. 10/1/04 C Laneeyors
rrhiteets Drawn by: B.P.S. 10/04 Lan& orsFOR
Date: OCTOBER
2004 SumeConstrIxtlon Management
Checked by: R.L.R. 10104 E M O RY GREEN Job No.
G7201 m m
m. e y h engineers. c o m Approved by: RA.N. 10/04 File: G7201.
dwg soo w
fl,Tme sews, s.gtm4 F< a>'n P.a Baa taan ssego,dL FL stm-uae Pboee4Wd7268Q Fe=
407MCLO 9 C d*st.o/A,ahMz6dWNanu 0 CITY
OF
SANFORD SEMINOLE COUNTY Sheet 1 of 1 FLORIDA _
0
STRUCTURAL DESIGN SERVICES
531South S.R. 434 Suite 2005
Altamonte Springs, FL 32714
SDS Phone (407) 290-2799
fax (407) 290-2953
DESIGN REQUIREMENTS
A. FLOORS. BALCONIES. DECKS. STAIRS. LIVE LOAD
IS 40PSF
B ROOF LIVE LOAD IS 20 PSF
NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET
OR EXCEED REQUIREMENTS OF SEC. 1606 OF THE
FLORIDA BUILDING CODE 2001 EDITION AND 2003 REV
I BASIC WINO SPEED - 12OMPH
2. WINO IMPORTANCE FACTOR - 1.0
3. WINO EXPOSURE - CATEGORY (B)
4. INTERNAL PRESSURE COEFFICIENT. (ASCE 7.98.
TABLE 6.7. PG.62) ENCLOSED BUILDINGS= 0.18
HEIGHT AND EXPOSURE ADJUSTMENT COEF.- (•1.01
5. COMPONENTS AND CLADDING
WINDOWS (25.9/- 34.7 PSF)
DOORS (24.8/-32.6 PSF)
GARAGE DOORS (23.03/.28.96)
DUPLEX PORCH REVISION
Total Allowable Su nosad Load Panda Llngar Fool
Me,%No. Nomiratl
Clear
Soon
Total
Untal
Soon
FWW
1}75 T&B
C
1)PST(2yf5B
D
Filod
2)05 T 6 B
E
L-1
L-2
L-3
LA
L-5
L-6
L-7
L-8
L-9
L-10
L.11
L-12
L-13
L.14
L-15
L-16 (P.S.)
L-17 (P.S.)
L.10 (P.S.)
L-19 (P.S.)
L-20(P.S.)
L-21 (P.S.)
L-22 (P.S.)
116-
27
79-
37
4'0'
4'6'
57
67
77
87
97
107
117
127
128'
13'4-
147
187
187
Iev
20V
278-
2110-
T6-
47
4'8'
S'4'
TIM
6'8'
7'6
e'4'
9'4'
10'8-
11.4-
128'
174'
147
14V
15.4-
t r4-
19'4'
200'
21'4'
247
12374 12591
8488 8680
6868 7023
5772 5902 603
4546 4649 4
4028 4120 4212
3382 3460 3538
2908 3042
2548 2666
2215 t
1918
14,3
1749 1532
1554 11625
1438 1507
1356 1389 1421
1395 1448 1512
1326 1376 1437
1153 t 197 1250
1019 1057 04
980 1017 t
880 913
740 775 801
Note: (P.S.) represent praeast YnYls prestrassod us"
2) 7116' Dlam lsr Prest ess" Strands.
Iz'?Cmv
COL,U-AA, ,(
w/t - -A
tstha- / Al
1 c—L Fib c u
NOV 2 0 2003
18243
KEN EHLERS
LICENSED PROFESSIONAL ENGINEER
531 South S.R. 434 SUITE 2005
ALTAMONTE SPRINGS, FL. 32714
PE # 18243
STRUCTURAL DESIGN SERVICES
531 South S.R. 434 Suite 2005 P2510
Altamonte Springs, FL 3271433REEN DUPLEX2SDSPhone (407) 290-2799
fax (407) 290-2953
REVISE FOOTING TO 18" DEEP AS SHOWN
TYP. CONC. 8"x16" CONC. BLOCK
SLAB W/ 6x6,
10/10 W.W.M. ASSUMED GRADE
OR FIBERMESH
REVISE FROM 8" TO 6"
t 6" MIN-
5 DOWEL W/ LAP 25" MIN.LAP
2 #5 BARS MIN 25" LAB q 6 MIL VAPOR I
CLEAN COMPACTED
TERMItE TREATED
FILL
1.9
16"
SINGLE STORY BLOCK
FOOTING DETAIL
16" X 20"
ti
dpG
O
I
18243
Z t- STATE OF Q
si
0;0, kRED E G` ``% DEC 0 3 2003 Ne66
18243
KEN EHLERS
LICENSED PROFESSIONAL ENGINEEF
531 South S.R. 434 SUITE 2005
ALTAMONTE SPRINGS, FL. 32714
PE # 18243
FORM 60OA-97
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: GREEN DUPLEX Builder: OWNER
Address: Permitting Office: SANFORD BUILDING
City, State: SANFORD, FL 32771- Permit Number:
Owner: EDDIE GREEN Jurisdiction Number:
Climate Zone: Central
1. New construction or existing New _ 12. Cooling systems
2. Single family or multi -family Multi -family _ a. Central Unit
3. Number of units, if multi -family 2 _
4. Number of Bedrooms 6 _ b. Central Unit
5. Is this a worst case? No
6. Conditioned floor area (ft2) 2369 ft- c. N/A
7. Glass area & type
a. Clear - single pane 148.1 IF 13. Heating systems
b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump
c. Tint/other SC/SHGC - single pane 0.0 ft2 _
d. Tint/other SC/SHGC - double pane 0.0 ft2 b. Electric Heat Pump
8. Floor types
a. Slab -On -Grade Edge Insulation R=0.0, 229.0(p) ft _ c. N/A
b. N/A
c. N/A 14. Hot water systems
9. Wall types a. Electric Resistance
a. Concrete, Light Weight - Int Insul, Exterior R=3.0, 826.6 ft2 _
b. Concrete, Light Weight - Int Insul, Exterior R=3.0, 338.E ft2 _ b. Electric Resistance
C. Concrete, Light Weight - Int Insul, Exterior R=3.0, 142.4 ft' _
d. Frame, Wood, Exterior R=11.0, 145.6 ft2 _ c. Conservation credits
e. N/A HR-Heat recovery, Solar
10. Ceiling types DHP-Dedicated heat pump)
a. Under Attic R=I9.0,2472, j ft' _ 15. HVAC credits
b. N/A CF-Ceiling fan, CV -Cross ventilation,
c. N/A HF-Whole house fan,
11. Ducts PT -Programmable Thermostat,
a. Sup: Unc. Ret: Con. AH: Interior Sup. R=6.0, 70.0 ft _ RB-Attic radiant barrier,
b. Sup: Unc. Ret: Con. AH: Interior Sup. R=6.0, 70.0 ft MZ-C-Multvone cooling,
MZ-H-Multizone heating)
Glass/Floor Area: 0.06
Total as -built points: 31231.00 PASSTotalbasepoints: 39051.00
I hereby certify that the plans and specifications covered
by this calculation are in comp lance with the Florida
Energy Code.
PREPARED BY:
DATE: `
I hereby certify that thi bull ing as designed, is in
compliance with the Florida y Code.
OWNER/AGENT:
DATE: Zd
Review of the plans and
specifications covered by this
calculation indicates compliance
with the Florida Energy Code.
Before construction is completed
this building will be inspected for
compliance with Section 553.908
Florida Statutes.
BUILDING OFFICIAL: Z
DATE: to- ZZ. -e>%_
Cap: 30.0 kBtu/hr _
SEER:10.00 _
Cap: 30.0 kBtu/hr _
SEER: 10.00
Cap: 20.0 kBtu/hr _
HSPF:6.80 _
Cap: 20.0 kBtu/hr _
HSPF: 6.80
Cap: 40.0 gallons _
EF: 0.90 _
Cap: 40.0 gallons
EF: 0.90 _
CF, _
of-1IrtE STq
e
a a
WE
EneravGauae® (Version: FLRCNA-200)
FORM 60OA-97
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details r
ADDRESS: PERMIT #:
BASE AS -BUILT
GLASS TYPES
18 X Conditioned X BSPM = Points Overhang
Floor Area Type/SC Omt Len Hgt Area X SPM X SOF Points
18 Z 72{ 42.08 2C rC3Z, Single, Clear E 1.0 8.0 21.3 59.31 0.99 1249.1
Single, Clear S 1.0 8.0 58.8 44.66 0.98 2581.5
Single, Clear W 1.0 8.0 21.3 53.47 0.99 1126.7
Single, Clear N 1.0 8.0 46.8 27.96 0.99 1296.3
As43ullt Total: 148.1 6253.4
WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points
Adajcent 0.0 0.0 0.0 Concrete, U Wt Int Insul, Exterior 3.0 826.6 1.10 909.2
Exterior 1453.2 1.90 2761.0 Concrete, U Wt Int Insul, Exterior 3.0 338.6 1.10 372.5
Concrete, U Wt Int Insul, Exterior 3.0 142.4 1.10 156.6
Frame, Wood, Exterior 11.0 145.6 1.90 276.6
Base Total: 1463.2 2761.0 As43ullt Total: 1453.2 1716.0
DOOR TYPES Area X BSPM Points Type Area X SPM Points
Adjacent 0.0 0.00 0.0 Exterior Wood 80.0 7.20 576.0
Exterior 80.0 4.80 384.0
Base Total: 90.0 384.0 As-Bullt Total: 80.0 676.0
CEILING TYPES Area X BSPM Points Type R-Value Area X SPM Points
Under Attic 7-i'7 2-14 0.60 3q Under Attic 19.0 2369.0 1.10 2605.9
Base Total: 2, 7 2 `j I (ri 3`-+ As43ullt Total: 2369.0 2605.9
FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points
Slab 229.0(p) -31.8 7282.2 Slab -On -Grade Edge Insulation 0.0 229.0(p) 31.90 7305.1
Raised 0.0 0.00 0.0
Base Total: 7282.2 As-Bultt Total: 7306.1
INFILTRATION Area X BSPM Points Area X SPM Points
23%.0 14.31 33900.4 23%.0 14.31 33900.4
Summer Base Points: 49127.3 Summer As -Built Points: 37745.6
Total Summer X System = Cooling Total X Cap X Dud X System X Credit Cooling
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
37745.6 0.500 0.971 0.341 0.950 5936.1
37745.6 0.500 0.971 0.341 0.950 5936.1
49127.3 0.3577 17572.8 37745.6 1.00 0.971 0.341 0.950 11872.1
3
FORM 60OA-97
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS:- PERMIT #:
BASE AS -BUILT
GLASS TYPES
18 X Conditioned X BWPM = Points Overhang
Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Points
18 2369.0 4.79 2042A Single, Clear E 1.0 8.0 21.3 9.96 1.01 212.9
Single, Clear S 1.0 8.0 58.8 7.73 1.00 452.3
Single, Clear W 1.0 8.0 21.3 10.74 1.00 228.3
Single, Clear N 1.0 8.0 46.8 12.32 1.00 575.7
As-BuiR Total: 148.1 1469.1
WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points
Adajcent 0.0 0.0 0.0 Concrete, Lt Wt Int Insul, Exterior 3.0 826.6 3.10 255622.4
Exterior 1453.2 2.00 2906.3 Concrete, Lt Wt Int Insul, Exterior 3.0 338.6 3.10 1049.7
Concrete, Lt Wt Int Insul, Exterior 3.0 142.4 3.10 441.4
Frame, Wood, Exterior 11.0 145.6 2.00 291.2
Base Total: 1463.2 2906.3 As -Built Total: 1463.2 4344.6
DOOR TYPES Area X BWPM Points Type Area X WPM = Points
Adjacent 0.0 0.00 0.0 Exterior Wood 80.0 7.60 608.0
Exterior 80.0 5.10 408.0
Base Total: 80.0 408.0 As -Built Total: 80.0 608.0
CEILING TYPESArea X BWPM Points Type R-Value Area X WPM = Points
Under Attic 2369.0 0.60 1421.4 Under Attic 19.0 2369.0 1.00 2369.0
Base Total: 2369.0 1421A As -Built Total: 2369.0 2369.0
FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points
Slab 229.0(p) -1.9 A35.1 Slab -On -Grade Edge Insutation 0.0 229.0(p) 2.50 572.5
Raised 0.0 0.00 0.0
Base Total: 435.1 A943uilt Total: 672.5
INFILTRATION Area X BWPM Points Area X WPM Points
2369.0 -0.28 663.3 2369.0 0.28 663.3
Winter Base Points: 5679.7 Winter As -Built Points: 8700.0
Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
8700.0 0.500 0.989 0.502 1.000 2158.4
8700.0 0.500 0.989 0.502 1.000 2158.4
5679.7 1.0730 6094.3 8700.0 1.00 0.989 0.502 1.000 4316.8
FORM 60OA-97
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS: PERMIT #:
BASE AS -BUILT
WATER HEATING
Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit =Total
Bedrooms Volume Bedrooms Ratio Multiplier
6 2564.00 15384.0 40.0 0.90 6 0.50 2507.02 1.00 7521.1
40.0 0.90 6 0.50 2507.02 1.00 7521.1
As-13ullt Total: 16042.1
CODE COMPLIANCE STATUS
BASE AS -BUILT
Cooling + Heating +
Points Points
Hot Water = Total
Points Points
Cooling
Points
Heating + Hot Water = Total
Points Points Points
17572.8 6094.3 15384.0 39051.1 11872.1 016.8 15042.1 31231.0
E:FPASS
EneravGauaeT" DCA Form 60OA-97
FORM 60OA-97
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
I ADDRESS:' PERMIT #: I
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK
Exterior Windows & Doors 606A .ABC.1.1 Maximum:.3 cfnVsq.ft. window area .5 cfnVsq.ft. door area.
Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall;
foundation 8 wall sole or sill plate; joints between exterior wall panels at comers; utility
penetrations; between wall panels & top/bottom plates; between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends
from and is sealed to the foundation to the top plate.
Floors 606.1.ABC.1.2.2 Penetrations/openings >1 B' 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.
Ceilings 606.1.ABC.1.2.3 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
Installed that Is sealed at the perimeter, at penetrations and seams.
Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a
sealed box with 1 f2- clearance & 3 from insulation; or Type IC rated with < 2.0 cfm from
conditioned space, tested.
Mufti -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors.
Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA,
have combustion air.
c A e9 ATUCID oo 01r010YWC IUCAC110CC r. ..e* ka mnf nr aremilarl hu n11 racirlanrae 1
COMPONENTS SECTION REQUIREMENTS CHECK
Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit
breaker electric or cutoff must be provided. External or buift4n heat trap required.
Swimming Pools & Spas 612.1 Spas 8 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
efficient of 78%.
Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG.
Air Distribution Systems 610.1 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: R3 min. insulation.
HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system.
Insulation 6D4.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R3 both sides.
Common ceiling 8 floors R-11.
EneravGauoeTO DCA Form 60DA-97 EnerovGauoe®VFlaRES97 FLRCNA-200
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTBIATED ENERGY PERFORMANCE SCORE* = 86.0
The higher the score, the more efficient the home.
1. New construction or existing
2. Single family or multi -family
3. Number of units, if multi -family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (ft)
7. Glass area & type
a. Clear - single pane
b. Clear - double pane
c. Tint/other SC/SHGC - single pane
d. Tintlother SC/SHGC - double pane
8. Floor types
a. Slab -On -Grade Edge Insulation
b. N/A
c. N/A
9. Wall types
a. Concrete, Light Weight - Int Insul, Exterior
b. Concrete, Light Weight - Int Insul, Exterior
c. Concrete, Light Weight - Int Insul, Exterior
d. Frame, Wood, Exterior
e. N/A
10. Ceiling types
a. Under Attic
b. N/A
c. N/A
11. Ducts
a. Sup: Unc. Ret: Con. AH: Interior
b. Sup: Unc. Ret: Con. Ali: Interior
New _ 12. Cooling systems
Multi -family _ a. Central Unit
2 _
6 _ b. Central Unit
No _
2369 W c. N/A
148.1 112 _ 13. Heating systems
0.0 ft2 _ a. Electric Heat Pump
0.0 ft2 _
0.0 fe b. Electric Heat Pump
R=0.0, 229.0(p) ft _ c. N/A
14. Hot water systems
a. Electric Resistance
R=3.0, 826.6 ft2 _
R=3.0, 338.6 112 _ b. Electric Resistance
R=3.0, 142.4 ft2 _
R=11.0, 145.6 112 _ c. Conservation credits
HR-Heat recovery, Solar
DHP-Dedicated heat pump)
R=19.0, 2369.0 fF _ 15. HVAC credits
CF-Ceiling fan, CV -Cross ventilation,
HF-Whole house fan,
PT -Programmable Thermostat,
Sup. R=6.0, 70.0 R _ RB-Attic radiant barrier,
Sup. R=6.0, 70.0 ft MZ-C-Multizone cooling,
MZ-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 EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature:
Address of New Home:
Date:
City/FL Zip:
Cap: 30.0 kBtu/hr _
SEER:10.00 _
Cap: 30.0 kBtu/hr _
SEER:10.00 _
Cap: 20.0 kBtu/hr _
HSPF:6.80 _
Cap: 20.0 kBtu/hr _
HSPF: 6.80
Cap: 40.0 gallons _
EF: 0.90 _
Cap: 40.0 gallons _
EF: 0.90
CF, _
NOTE. The home's estimated energy performance score is only available through the FLARES computer program.
This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergvSt?' designation),
your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating.
Contact the Energy Gauge Hotline at 4071638-1492 or see the Energy Gauge web site at www.fsec.ucf.edu for
information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction,
contact the Department of Community Affairs at 8501487-1824.
EnerevGaueeQ (Version: FLRCNA-2001
ImiHOMEPRODUCTS
MI Home Products, Inc.
650 West Market St.
P.O. Box 370
Gratz, PA 17030-0370 .
r
717) 365-3300
717) 362-7025 Fax
740/744. SINGLE HUNG (FIN 8c FLANGE)
165 SINGLE HUNG (FIN &FLANGE)
BB165/740/744 FIXED (FrN_& FLAN E)
Test Reports
165 Single Hung
CTLA-787W (Fin)
CTLA-787W-1 (Flange)
740/744 Single Hung
01-40351.03 (Fin)
01-40351.04 (Flange)
165/740/744 Fixed
NCTL-310-0005-2.1 (Fin)
NCTL-310-0005-5.1 (Flange)
01-40486.03 (2-Panel Fixed)
Installation Instructions
Sample 110/120/140 MPH Labels
PIANS REVC/ ClTy OF SAEWED NF06
ti
Concrete or Masonry Opening
t^
j a
1- •
Perimeter Caulk, By Others
Also between Bang, and buck
H ,ad
5
a
a Glass as Required J
rerun, :er Caulk
y others
o
Pra—Cad SM
By Others _
u
et
Flange Type
Window Head
Sill
Tapcon
Caulk Between Buck
and Masonry Opening.
By Others
Wood Buck by Others
6
0
0
5
Flange T pa
Ydndow Frame Son
a Stool By Others
a
oa '
a p
A
E
8
1. Shim as required at each Installation anchor as shown, with load bearing shim.
2. Anchor must be of sufficient length to provide 1 1/4" min. embedment
Into masonry or concrete.
3. Caulk between window flange and buck.
4. Caulk full perimeter of window.
5. If exact window size Is not given, use anchor quantity for
next larger window in chart.
6. Glass thickness will vary with window size and design load, and must comfy
with ASTM E1300.
7. Letter designations on the tapcon location chart indicate where
anchors are to be Installed using the elevation as a key.
8. All factory applied holes not designated for tapcon• should be filled with
8 screws of sufficient Ith. to provide 5/8" min. embedment into wood buck.
TAPCON * LOCATION C1tART
CODE WINDOW ID FASTENER LOCATIONS
Concrete or Masonry Opening
Outside Dimension 11' MIN.
PENETRATION
SIZE
12
SIZE OP38 TO OP52 OP52.1 TO OP70.8
18 1/8 x 25 A C A C
Perimeter Caulk 13 18 1/8 x 37 3/8 A C A C
14 1.1/8x495/8 AC AC
Caulk Between 15 18 1/8 x 62 A. C A B, C
Flange and Buck 1 16 18 1/8 x 71 1/4 A. C A. B, C
A.. 1/2 32 25 1/2 x 25 A C A C
1/2 33 25 1/2 x 37 3/8 A C A C
1/2 34 25 1/2 it 49 5/8 A C A 8, C
1/2 35 25 1/2 x 62 A B. C A, B, C
a e 1/2 36 25 1/2 x 71 1/4 A B. C A, B, C
Jamb 22 36 x 25
a 23 36x373/8 AC ABCC
G 24 36 It 49 5/8
245 38 x 55 1/4 A 8, C A 8, C
25 J6 x 62 A
26 36 x 71 1/4 A 8, C A, B. 0
32 521/8x25 AC AC
A•*ASHIM 33 52 1/8 x 37 3/8 •' A:C A. 8, C 866
4. e 34 52 1/8 x 49 5/8 A B, C A B, C 345 •
52 1/8 x 55 1/4 A.' B, C A B, C. 0 35
52 1/8 x 62 A B. C A B. C. 0 Topton
36 52 1/8 x 71 1/4 A B. C. 0 A B, C. 0, E Inside
Dimension D
D A
E "
B
Caulk
Between Flange and Pre —Cast S81 C C EXTERIOR
ELEVATION Oz.3s+t Wood
Buck By Others Caulk
Between Buds
and Opening *'TAPCON• TYPE HARDENED MASONRY SCREWS INCLUDE
TAPCON, RAWL„ k SIMPSON Design
Pressure values listed above are In PSF lah
INSTALLATION
INSTRUCTIONS s W. 1/15/02 FASTENER
SCHEDULE Oe
M iwmurn
740/
744 SINGLE HUNG ens,
NONE
man
1
or I INST740
AAMA/NWWDA 101/I.S.2-97
TEST REPORT SUMMARY
Rendered to:
MI HOME PRODUCTS, INC.
SERIES/MODEL: 740/744
TYPE: Aluminum Single Hung Window with Flange
Title of Test Results
Rating H-R45 53 x 73
Overall Design Pressure 45 psf
Operating Force 23 lbs max.
Air Infiltration 0.10 cfm/ft
Water Resistance 6.75 psf
Structural Test Pressure 67.5 psf
70.8 psf
Deglazing Passed Forced
Entry Resistance Grade 10 Reference
should be made to Report No. 01-40351.04 for complete test specimen description and data_
For
ARCHITECTURAL TESTING, INC. 4 -,
Z Mark
A. Hess, Technician MAH:
baw S
FEQ,QvAty 2 002:
i
Architectural Testing
f.
AAMA/NWWDA 101/I.S.2-97 TEST REPORT
Rendered to:
MI HOME PRODUCTS, INC.
P.O. Box 370
Gratz, Pennsylvania 17030-0370
ReportNo: 01-40351.04 Test
Date: 10/22/01 And:
10/23/01 Report
Date: 02/14/02 Expiration
Date: 10/23/05 Project
Summary: Architectural Testing, Inc. (ATI) was contracted by MI Home Products, Inc. to
witness performance testing on a Series/Model 740/744, aluminum single hung window at MI Home
Products, Inc.'s test facility in Elizabethville, Pennsylvania. The sample tested successfully
met the performance requirements for an H-R45 53 x 73 rating. Test
Specification: The test specimen was evaluated in - accordance with AAMA/NWWDA 101/
I.S.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors.
Test
Specimen Description: Series/
Model: 74 0/744 Type:
Aluminum Single Hung Window With Flange Overall
Size: 4' 4-7/8" wide by 60-1/8" high Active Sash
Size: 4' 2-3/4" wide by 2' 11-3/4" high Fixed Daylight
Opening Size: 4' 1-1/8" wide by 2' 9" high Screen Size:
4' 1-7/8" wide by 2' 11-5/16" high Finish: All
aluminum was polished. Glazing Details:
The active sash and fixed lite were glazed with one sheet of 1/8" thick clear, tempered
glass. Each sash was channel glazed using a flexible vinyl gasket. 130 Derry
Court York, PA
17402.9405 phone:717.
764.7700 fax: 717.
764.4129 www.testati.
com
01403 51.04
Page 2 of 4
Test Specimen Description: (Continued)
Weatherstripping:
Description uanti ' Location
0.330" high by 0.187" 1 Row Fixed meeting rail interlock
backed polypile
with center fin
0.170" high by 0.18T' 1 Row Fixed lite, stiles and top rail
backed polypile
with center fin
3/8"'diameter hollow 1 Row Bottom. rail
bulb gasket
0.310" high by 0.187" 1 Row Active sash stiles
backed polypile
with center fin
0:150" high by 0.187" 1 Row Active sash stiles
wide polypile
Frame Construction: All frame members were constructed of extruded aluminum with
coped, butted and sealed comers fastened with. two screws each. Fixed meeting rail was
secured utilizing one screw in each end directly through exterior face into jamb. Silicone
was utilized around exterior meeting rail/jamb joinery.
Sash Construction: All sash members were constructed of extruded aluminum with coped
and butted corners fastened with one screw each.
Screen Construction: The screen frame was constructed from roll formed aluminum
members with plastic keyed comers. The screening consisted of a fiberglass mesh and was
secured with a flexible vinyl spline.
Hardware:
Description Ouantity Location
Plastic tilt latch 2 One each end of the interior
meeting rail
Metal sweep lock 2 13" from meeting rail ends
Balance assembly 2 One per jamb
Screen tension spring 2 One per end of screen stile
Tilt pin 2 One each end of bottom.raij_:
Test Specimen Description:
Drainage: Sloped sill
Reinforcement: No reinforcement was utilized.
M
0140351.04
Page 3 of 4
Installation: The test buck was fabricated from 2 x 8 42 Spruce -Pine -Fir. The unit was
secured utilizing three 1-5/8" drywall screws through the jamb track, 5" from sill, 1-3/4"
below meeting rail and 1" from head. The head utilized drywall screws 3-1/2" from jambs
and midspan. Exterior perimeter was sealed with silicone.
Test Results:
The results are tabulated as follows:
Paragraph Title of Test - Test Method Results Allowed
2.2.1.6.1 Operating Force 23 lbs 30 lbs max.
2.1.2 Air Infiltration per ASTM E 283 (See Note #1)
@ 1.57 psf (25 mph) 0.10 cfin/ft2 0.30 cfm/ft2 max.
Note #1: The tested specimen meets (or exceeds) the performance levels specified in
AAMA/NWWDA 1011I.S. 2-97 for air infiltration.
2.1.3 Water Resistance per ASTM E 547-96
with and without screen)
WTP = 2.86 psf See Note #2 No leakage
Note #2: The client opted to start at a pressure higher than the minimum required. Those
results are listed under "Optional Performance".
2.1.4.2 Uniform Load Structural per ASTM E 330-97
Measurements were taken on the meeting rail)
22.5 psf (positive) 0.20" max.
a 22.5 psf (negative) See Note #2 0.20" max.
2.2.1.6.2 Deglazing Test per ASTM E 987
In operating direction at 70 lbs
Top rail 0.06"/12% 0.50"/100%
Bottom rail 0.06 712% 0.50"/.100%
In remainine direction at 50 lbs
Left stile 0.03"/6% 0.50"/100%
Right stile 0.03"/6% 0.50"/100%
S F J74VApy 26o2.,-.
EM
O 1-40351.04
Page 4 of 4
Test Results: (Continued)
Paragraph Title of Test - Test Method Results Allowed
2.1.8 Forced Entry Resistance per ASTM F 588-97
Type: A
Grade: 10
Lock Manipulation Test No entry ' No entry
Test Al thru A5 No entry No entry
Test A7 No entry No entry
Lock Manipulation Test No entry No entry
Optional Performance
4.3 Water Resistance per ASTM E 547-96
with and without screen)
WTP = 6.75 'psf No leakage No leakage
4.4.1 Uniform Load Deflection per ASTM E 330-97
easurements were taken on the meeting rail)
oads held for 52 seconds)
45.0 psf (positive) 0.95* i 0.29" max.
45.0 psf (negative) 0.79* 0.29" max.
Exceeds L/175 for deflection, but meets all other test requirements
4.4.2 Uniform Load Structural per ASTM E 330-97
Measurements were taken on the meeting rail)
Loads held for 10 seconds)
@ 67.5 psf (positive) 0.14"
0.16"
0.20" max.
0.20" @ 67.5 psf (negative) max.
4.4.2 @ 70.8 psf (negative) 0.19" 0.20" max.
Detailed drawings, representative samples of the test specimen, and a copy of this report will be
retained by ATI for a period of four years. The above results were secured by using the
designated test methods and they indicate compliance with the performance requirements of the
above referenced specification. This report does not constitute certification of this product which
may only be granted by the certification program administrator.
For ARCHITECTURAL TESTING, INC:
Mark A. Hess
Technician
MAH:baw
01-403 51.04
Allen N. Reeves, P.E. -
Director — Engineering Servides - .
s FEB.Pv rRy ZooZ..:
DOCUMENT CONTROL ADDENDUM #01-40351.00
Current Issue Date: 02/14/02
Report No.: 0140351.01
Requested by: William Emley, MI Home Products, Inc.
Purpose: AAMA/NWWDA 101/I.S.2-97 testing of Series/Model 744 aluminum single
hung window with flange.
Issued Date: 12/28/01
Comments: Florida P.E. seal required on report.
Certification copy to John Smith at Associated. Laboratories, Inc.
Report No.: 01-40351.02
Requested by: William Emley, MI Home Products, Inc.
Purpose: Change of glass type.
Issued Date: 12/28/01
Comments: Florida P.E. seal required on report.
Certification copy to John Smith at Associated Laboratories.
Report No.: 01-40351.03
Requested by: William Emley, MI Home Products, Inc.
Purpose: AAMA/NWWDA 101/I.S.2-97 testing of Series/Model 740/744 aluminum
single hung window with nail fin.
Issued Date: 02/14/02
Comments: Florida P.E. seal required on report.
Certification copy to John Smith at Associated Laboratories, Inc.
Report No.: 01-40351.04
Requested by: William Emley, MI Home Products, Inc.
Purpose: Revised Report No. 01-40351.01
Issued Date: 02/14/02
Comments: Changed Series/Model from 744 to 740/744 and unit size from 52 x 71 to
53 x 73. Florida P.E. seal required on report. Certification copy to John
Smith at Associated Laboratories, Inc.
S f E,e.Q lief Ay zoo;,-
a
AAAIA/NWWDA 101/I.S.2-97
TEST REPORT SUMMARY
Rendered to:
n.
MI HOME PRODUCTS, INC.
SERIES/MODEL: 740/744
TYPE: Aluminum Single Hung Window with Nail Fin
Title of Test Results
Rating H R45 52 x 72
Overall Design Pressure 45 psf
Operating Force 24 lb max.
Air Infiltration 0.10 cfm/ft
Water Resistance 6.75 psf
Structural Test Pressure 67.5 psf
70.8 psf
Deglazing Passed Forced
Entry Resistance Grade 10 Reference
should be made to Report No. 01-40351.03 for complete test specimen description and . data.
For
ARCHITECTURAL TESTING, INC. Mark
A. Hess, Technician = - MAH:
baw
Architectural Testing
AAMA/NVWVDA 101/1.8.2-97 TEST REPORT
Rendered to:
MI HOME PRODUCTS, INC.
P.O. Box 370
Gratz, Pennsylvania 17030-0370
Report No: 01-40351.03
Test Dates: 10/22/01
And: 10/23/01
Report Date: 02/15/02
Expiration Date: 10/23/05
Project Summary: Architectural Testing, Inc. (ATI) was contracted by MI Home Products, Inc.
to witness performance testing on a Series/Model 740/744, aluminum single hung window at MI
Home Products, Inc.'s test facility in Elizabethville, Pennsylvania. The sample tested
successfully met the performance requirements for a H-R45 52 x 72 rating.
Test Specification: The test specimen was evaluated in accordance with AAMA/NWWDA
101/I.S.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass
Doors.
Test Specimen Description:
Series/Model: 740/744
Type: Aluminum Single Hung Window With Nail Fin
Overall Size: 4' 4-1/8" wide by 5' 11-5/8" high
Active Sash Size: 4' 2-3/4" wide by 2' 11-5/8" high
Fixed Daylight Opening Size: 4' 1-1/8" wide by 2' 9" high
Screen Size: 4' 1-7/8" wide by 2' 11-5/16" high
Finish: All aluminum was polished.
Glazing Details: The active sash and fixed lite were glazed with one sheet of 1/8" thick
clear tempered glass. Each sash was channel glazed using a flexible vinyl gasket.
130 Derry Court
York, PA 17402.9405 _
phone:•717.764.7700
fax: 717.764.4129 J7 . / •-+
www.testati.com
01-40351.03
Page 2 of 4
Test Specimen Description: (Continued)
Weatherstripping:
Description Quantit 'Location
0.330" high by 0.187" 1 Row Fixed meeting rail interlock
backed polypile
with center fin
0.170" high by 0.187" 1 Row Fixed lite, stiles and top rail
backed polypile
with center fin
3/8" diameter hollow 1 Row Bottom rail .
bulb gasket
0.310" high by 0.187" 1 Row Active sash stiles
backed polypile
with center fin
0.150" high by 0.187" 1 Row Active sash stiles
wide polypile
Frame Construction: All frame members were constructed of extruded aluminum with
coped, butted and sealed corners fastened with two screws each. Fixed meeting rail was
secured utilizing one screw in each end directly through exterior face into jamb. Silicone
was utilized around exterior meeting rail/jamb joinery.
Sash Construction: All sash members were constructed of extruded aluminum with coped
and butted comers fastened with one screw each.
Screen Construction: The screen frame was constructed from roll -formed aluminum
members with plastic keyed corners. The screening consisted of a fiberglass mesh and was
secured with a flexible vinyl spline.
Hardware:
Description Ouantity Location
Plastic tilt latch 2 One each end of the interior
Meeting rail
Metal sweep lock 2 13" from meeting rail ends
Balance assembly 2 One per jamb
Screen tension spring 2 One per end of screen stile
Tilt pin 2 One each end of bottom rail '
Ak
Test Specimen Description: (Continued)
Drainage: Sloped sill
Reinforcement: No reinforcement was utilized.
01-40351.03
Page 3 of 4
Installation: The test specimen was installed into the 42 2 x 8 Spruce -Pine -Fir wood buck
with 1" galvanized roofing nails through the nail fin every 8" on center. Polyurethane was
used as a sealant under the nail fin and around the exterior perimeter.
Test Results:
The results are tabulated as follows:
Paragraph Title of Test - Test Method Results Allowed
2.2.1.6.1 Operating Force 24 lbs 301bs max.
2.1.2 Air Infiltration (ASTM E 283)
@ 1.57 psf (25 mph) 0.10 arn/fO 0.30 cfm/ft max.
Note #1: The tested specimen meets the performance levels specified in AAMAINWWDA
1011I.S. 2-97 for air infiltration.
n 2.1.3 Water Resistance (ASTM E 547-96)
with and without screen)
WTP = 6.75 psf No leakage No leakage
2.1.4.1 Uniform Load Deflection per ASTM E 330
Measurements reported were taken on the meeting rail)
Loads were held for 52 seconds)
@ 15.0 psf (positive) 0.86"* 0.29" max.
@ 15.0 psf (negative) 0.81 "* 0.29" max.
Note: '` Exceeds U175 for deflection, but meets all other test requirements.
2.1.4.2 Uniform Load Structural per ASTM E 330
Measurements reported were taken on the meeting rail)
Loads were held for 10 seconds)
@ 22.5 psf (positive) 0.01" 0.20" max.
@ 22.5 psf (negative) 0.01" 0.20" max.
2.2.1.6.2 Deglazing Test per ASTM E 987
In operating direction at 70 lbs
Top rail 0.06"/12% 0.5011/100%
Bottom rail 0.06"/12% 0.50"/100%0,
In remaining direction at 50 lbs
Left stile 0.03"/6% 050'a100%
Right stile 0.03"/6% 0.500 100%
0140351.03
Page 4 of 4
Test Results: (Continued)
Paragraph Title of Test - Test Method Results Allowed
2.1.8 Forced Entry Resistance per ASTM F r588-97
Type: A
Grade: 10
Lock Manipulation Test No entry No entry
Test Al thru A5 No entry No entry
Test A7 No entry No entry
Lock Manipulation Test No entry No entry
Optional Performance
4.4.1 Uniform Load Deflection per ASTM E 330
Measurements reported were taken on the meting rail)
Loads were held for 52 seconds)
@ 45.0 psf (positive) 0.9111* 0.29" max.
@ 45.0 psf (negative) 0.9711* 0.29" max.
Exceeds L11 75for deflection, but meets all other test requirements. 4.
4.2 Uniform Load Structural per ASTM E 330 Measurements
reported were taken on the meeting rail) Loads
held for 10 seconds) 67.
5 psf (positive) 0.14" 0.20" max. a
67.5 psf (negative) 0.19" 0.20" max.. 4.
4.2 @ 70.8 psf (negative) 0.20" 0.20" max. Detailed
drawings, representative samples of the test specimen, and a copy of this report will be retained
by ATI for a period of four years. The above results were secured by using the designated
test methods and they indicate compliance with the performance requirements of the above
referenced specification. This report does not constitute certification of this product, which
may only be granted by the certification program administrator. For
ARCHITECTURAL TESTING, INC: 4_
U-4- Mark
A. Hess Technician
MAH:
baw 0140351.
03 a.-
Izl- Allen
N. Reeves, P.E. Director -
Engineering Services ._ _:=
Ak
L
DOCUMENT CONTROL ADDENDUM #01-40351.00
Current Issue Date: 02/15/0.2
Report No.: 0140351.01
Requested by: William Emley, MI Home Products, Inc.
Purpose: A 101/I.S.2-97 testing of Series/Model 744 aluminum single
hung window with flange.
Issued Date: 12/28/01
Comments: Florida P.E. seal required on report.
Certification copy to John Smith at Associated Laboratories, Inc.
Report No.: 01-40351.02
Requested by: William Emley, MI Home Products, Inc.
Purpose: Change of glass type. —
Issued Date: 12/28/01
Comments: Florida P.E. seal required on report.
Certification copy to John Smith at Associated Laboratories.
Report No.: 01-40351.03
Requested by: William Emley, MI Home Products, Inc.
Purpose: AAMA/NWWDA 101/I.S.2-97 testing of Series/Model 740/744 aluminum
single hung window with nail fin.
Issued Date: 02/15/02
Comments: Florida P.E. seal required on report.
Certification copy to John Smith at Associated Laboratories, Inc.
0"4Qav412y zDoz
i , - , ..
o
CRTIFIED ESTING
Architectural Division a 72°
407)-384-7744 - Fax (407)-2
Web Site: www.ctlarch.cc
E-mail: ctlarch®bellsoutl
Report No.: CTLA 554W
CTL Certification # 99-0105.02
DC Not. No. 00008 Date: June 6, 2000
Test Dates: May 25 & 26, 2000
Test Requested By - STANLEY DOOR SYSTEMS
7300 Reames Road
Chariotte, NC 28216
Phone 704.9213470 Facsimile7049213462
Tests Conducted: PA 202 (with no deviations)
Design Pressures - Specimen 1 (PA 202) Out -swing
Specimens 2, 3 & 4 (PA 202) Out -swing
1) DESCRIPTION OF SERIES:
50.0 psf - 44.0 psf.
50.0 pst - 50.0 psi
Model Desienation — Sta-Tru Oat -swing Glazed Wood Edge Steel Door With Sidelites
Overall Sue —
Specimens 1, 2, 3 & 4 (O/S Bump Threshold) 141.625" wide x 97.625" high x 4.5625" deep
Confauration - Specimens 1, 2,3 & 4 OXXO
No. & Size of Doors - Specimens 1, 2, 3 & 4 (glazed door panels w/glazed sidelites)
1) active 35.75" wide x 96.0" high
1) active w/astragal 3625" wide x 96.0" high
2) sidelite 31.75" wide x 96.0" high
2) MATERIAL CHARACTERISTICS:
Frame and Door Material - Finger jointed pine jambs and steel panels.
c/l drys RFC
Y
Y OF S•A /eW Ramesh Patal, P. E , Florida Reg. 20224 ]uex 6, 2000
N ORD
Pare 2 ot8 STANLEY DOOR SYSTEMS
Report No. CTLA 554w
Frame Construction:
Wood Jamb _The head jambs and side jambs are finger jointed ponderosa pine (stated by mfg.) measuring
4.5625" x 1.25" (drawing no. 39638 sheet 7 Of 7). The head jamb and side jambs are mortised, butted and
joined using (3) 7/8" x 2" wire staples. The threshold tested on all specimens is an Aluminum Out -swing
Bump measuring 4.625" x 1 25" (Stanley part and drawing no. 00258).
Panel Construction:
Steel Door Panel - The panel is constructed from 0.021" thick galvanized steel skins. The interior cavity of
each door is filled with polyurethane foam manufactured by BASF. The steel face sheets are crimped to fit
hinge and lock stiles, terminating with a 908 bend. The latch stile is 4.0" x 1.71" LVL material (drawing
no. E)P2911-A). The hinge stile is 1 219" x 1.664" ponderosa pine (drawing no. 18493). The top rail is
pine measuring 1.68" x 1.22" and the bottom razz is pine measuring 1.68" x 1 A". The bottom rail is
reinforced with a steel stiffener (drawing no. 39638 sheet 7 Of 7).
Sidelite Panel Construction: The panel is 1-3/8" thick and is constructed from (0.021") thick galvanized
steel skins. The interior cavity of each sidelite panel is filled with polyurethane foam manufactured by
BASF. The steel face sheets are crimped to fit the vertical stiles and horizontal rails. The vertical stiles and
top ran measures 1.71" x 1 22". The bottom rail measures 1.68" x I V% The rags and stiles are pine.
Glazine:
Glazing Materia
Specimen 1 - Door cite sash 1" nominal tempered ins. Glass by ODL (drawing EXP2911)
1.0" Actual - (0.125" temp - 0.75" air - 0.125" temp)
Sidelite sash 1" nominal tempered ins. Glass by ODL (drawing E M911)
1.0" Actual - (0.125" temp - 0.75" air - 0.125" temp)
Specimen 2 - Door lite sash %2" nominal tempered ins. Glass by ODL (drawing E)CP291 I).
0.49" Actual - (0.125" temp - 024" air -0.125" temp)
Sidelite sash t/" nominal tempered ins. Glass by ODL (drawing EXP2911)
0.49" Actual - (0.125" temp - 024" air - 0.125" temp)
Specimen 3 - Door lite sash 1/2"" nominal tempered ins. Glass by Trinity (part no. 460)
0-5" Actual - (0.125" Hemp - 025" air - 0.125" temp)
Sidelite sash 12' nominal tempered 'ins. Glass by Trinity (part no. 460)
0.5" Actual - (0.125" temp - 025" air - 0.125" temp)
Specimen 4 - Door lite sash 12"" nominal tempered ins. Glass by Western Reserve (part no. 461)
0.5" Actual = (0.125" temp - 025" air - 0.125" temp)
Sidelite sash 12"" nominal tempered ins. Glass by Western Reserve (part no. 461)
0.5" Actual - (0.125" temp- 025" air - 0.125" temp)
Glazing Metbod - The glass was interior and exterior wet glazed with GE silicone. The life frame was
then mounted into a routed opening in the respective panels and secured with (18) 48
x 1.2 5" tech screws. The Ike frame material is polypropylene by each individual
manufacturer (see drawing no 39638 sheet 2 of 7 for an or locations).
1
Ramcsh Patel, P. E., Florida Reg. # 20224 Junc 6, 2000
no 3 of & STANL.EY DOOR SYSTEMS
Report No. CTLA 554W
Daylight Opening - All Specimens -
Weather-stripping —
Door lite Panel — 21.125" wide x 79.125" high
Sidelite Panel — S1.125" wide x 79.125" high
Specimens 1 & 2 Schlegel Q-Lon, QDS 650 Compression (1) row header, (1) row SUL (1) row
length of each leg jamb and (1) row length of astragal
Specimens 3 & 4 Schlegel Q-Lon, QDS 650 Compression (1) length of each leg jamb, .
Schlegel TPE magnetic (1) row header, (1) row sill, grid (1) row length of
astragal (drawing no. 250465 and 250469).
All Specimens Schlegel Q-Lon foam pad (1) @ each corner ofjamb @ threshold.
h" x'/4" foam tape applied at a 450 angle above corner pad on jamb to form
watershed.
Hardware - All Specimens
Specimen 1
Specimens 2, 3 & 4
Weepholes - None
Muntins - None
Reinforcement - None
1) Kwikset 200 Latchbok @ 38.75" from bottom of panel.
1) Kwikset 660 Deadbolt @ 47.75" from bottom of panel.
6) Three 4" butt type hinges @ 9.0", 35.0" and 87.0" from bottom
of door panel (drawing no. 07728).
1) Imperial Aluminum Astragal (drawing no. 2911E 1 and 2)
1) Windjamber II Aluminum Astragal (drawing no. 39638 sheet 7
of 7)
Sealant - Latex caulking as needed to seal unit into rough opening.
Additional Description -
All specimens were installed in a wood test buck.
Specimen 1 - tested for Air Infiltration, Water Infiltration, Static Air and Forced Entry Test (PA202).
Specimen 2 - tested for Air Infiltration, Water Infiltration, Static Air and Forced Entry Test (PA202).
Specimen 3 - tested for Air infiltration, Water Infiltration, Static Air and Forced Entry Test (PA202):
Specimen 4 - tested for Air Infiltration, Water Infiltration, Static Air and Force Entry Test (PA202).
Pap 4 of E STAN L EY DOOR SY STEMS
purpon No. CTLA 554 W
3) INSTALLATION:
Screws and Method of Attachment -
Specimens 1, 2, 3 &. 4
28 - # 8 x 2.5" F H Phillips wood screws, used to fasten frame to the wood buck at head and side jambs.
8 - .. # 10 x 2. 5" F H Phillips wood screws, used to fasten sidelite sill to the wood buck.
8 - # 10 x 2.25" F H Phillips wood screws, used to fasten threshold to the wood buck.
see drawing no. 39638, sheet 5 of 7 for anchor locations)
4) SEQUENCE OF TESTS PERFORMED:
Test Results:
Test Sequence: PA 202
1. Air Infiltration
2. V2 Test Pressure Positive
3. V2 Test Press= Negative
4. Design Pressure Positive
5. Design Pressure Negative
6. Water Infiltration Positive Direction
7. Full Test pressure Positive
8. Full Test Pressure Negative
9. Forced Entry
Deflection Ganges Set At Ts
x X 0
Deflection was measured with three (3) CDI 5" dial indicators: location 41-SN 971649614, location #2-SN
992539158 and location 43-SN 980369793.
Note: Specimen 6 was tested without sidelites.
AIR IN LL,TRATION
Air Infiltration Tests were conducted in accordance with DCBCCD PA 202-94
Air at 1.57 psf
Specimen 1 Out -swing
Specimen 2 Out -swing
Specimen 3 Out -swing
Specimen 4 Out -swing
Actual
0.00 CFM/SQ FT
0.00 CFM/SQ FT
0.00 CFM/SQ FT
0.00 CFIvVSQ FT "
Allowable
0.34 CFM/SQ FI
0.34 CFM/SQ FT
0.34 CFM/SQ FT
0.34 CFM/SQ FT
Pane 3 ora STANLEY DOOR SYSTEMS
Report No. CrLA 334 W
WATER INFILTRATION TEST
Water Infiltration Test was conducted in accordance with DCBCCD PA 202 - 94
Specimen 1 Out -swing Water @ 9.0 psf for 15 min. No water penetration over sill.
Specimen 2 Out -swing Water @ 9.0 psf for 15 min. No water penetration over sill.
Specimen 3 Out -swing Water @ 9.0 psf for 15 min. No water penetration over sill.
Specimen 4 Out -swing W ater @ 9.0 psf for 15 min. No water penetration over sill.
STATIC AIR PRESSURE TESTS
Static Tests were conducted in accordance with DCBCCD PA 202-94
Design Loads + 48.0 psf, - 44.0 psf. Specimen 1 OXXO (out -swing)
Range of test time actual load deflection .
Positive loads seconds) psf
If2 Test 30 36.0
Design 30 48.0 Mullion (3) 0310"
Test 30 72.0 Door T (1) 0.678"
Door B (2) 0.61011
Mullion (3) 0358"
Range of test time actual load deflection
Negative loads seconds) psf
12 Test 30 33.0
Design 30 44.0 Mullion (3) 0232"
Test 30 66.0 Door T (1) 2.741"
Door B (2) 1.651"
Mullion (3) 0.377"
Design Loads + 50.0 psf, - 50.0 psf. Specimen 2 OXXO (out -swing)
Range of test
Positive loads
M Test
Design
Test
Range of test
Negative loads
I!2 Test
Design
Test
time
seconds)
30
30
30
time
seconds)
30
30
30
actual load
psf
37.5
50.0
75.0
actual load
psf
37s
50.0
75.0
deflection
Mullion (3) 0235"
Door T (1) 0-530"
Door B (2) 0.429"
Mullion (3) 0.400"
deflection
Perm. set
0.001"
0.109"
0.120"
0.019"
Perm. set
0.011"
0310"
0.192"
0.015"
Perm. set
0.006"
0.135"
0.095"
0.032"
Penn. set
Mullion (3) 0.167" 0.015"
Door T (1) 4358" 0.131"
Door B (2) 1.498" 0.000"
Mullion (3) 0.315" 0.033"
J_ r /,).
C-
Ramesh Patel, P. E, Florida Reg-IFI(P-24 June 6, 2000
a
Page b of STANLEY DOOR SYSTEMS
Report No. CTLA 354W
STATIC AIR PRESSURE TESTS Cons
Design Loads 50.0 psf, - 50.0 psf. Specimen 3 OXXO (out -swing)
Range of test time actual load deflection perm. set
Positive loads seconds) psf
12 Test 30' 37.5
Design 30 50.0 Mullion (3) 0340" 0.011"
Test 30 75.0 Door T (1) OS 16' 0.139"
Door B (2) 0399" 0.087
Mullion (3) 0369" 0.032"
Range of test time, actual load
Negative loads seconds) psf
1/2 Test 30 37.5
Design. 30 50.0
Test 30 75.0
deflection perm. set
Mullion (3) 0.150"
Door T (1) 4217"
Door B (2) 1399"
Mullion (3) 0298"
Design Loads + 50.0 psf, - 50.0 psG Specimen 4 OXXO (out -swing)
Range,of test time actual load deflection
Positive loads seconds) psf
12 Test 30 37.5
Design 30 50.0 Mullion (3) 0320"
Test 30 75.0 Door T (1) 0392"
Door B (2) 0.455"
Mullion (3) 0.530"
Range of test time actual load deflection
Negative loads seconds) psf
12 Test 30 37.5
Design 30 50.0 Mullion (3) 0.152"
Test 30 75.0 Door T (1) 3.475"
Door B (2) 1.370"
Mullion (3) 0.400"
Note Allowable Deflections & Sets For Specimens No. 1, 2,3 & 4:
0.015"
0.106"
0.000"
0.034"
Perm. set
0.015"
0.010"
0.120"
0.054"
perm. sct
0.019"
0.259"
0.000"
0.002"
3) Mullion - Max. allowable deflection at design load (L/180) 97.625 / 180 = 0.542" .
1) Door T - Max. allowable perm. set at test load (0.4% of span) .004 x 96.0 = 0384"
2) Door B - Max allowable perm. set at test load (0.4% of span) .004 x 96.0 = 0384"
3) Mullion - Max. allowable perm. set at test load (0.4% of span) .004 x 97.625 = 03905"
Yit l !
Ramesh Patel, P. E., Florida rej. # 20r-4 June 6, 2000
Page 7 a(8 STANIEY DOOR SYSTEMS
RepadNM CILA554W
5) DRAWDiGS TO BE SUBMT=:
1. Drawing no. 39638 sheets 1 through 7
2. Imperial Astragal spec sheet 2911E 1 & 2 of 4
3. Trinity Glass drawing no. 460
4. Western Reserve drawing no. 461
5. ODL drawing no. EXP 2911
6. Stanley drawing no. 18493
7. Stanley drawing no. 00258
8. Stanley drawing no. EXP 2911A
9. Schlegel QDS-650 spec sheets
10. Kwikset latch spec sheet
11. Kw kset deadbolt spec sheet
12. Stanley Ifmge drawing no. 07728
13. Stanky drawing no. 250465
14. Stanley drawing no. 250469
Comment: Nominal 2 mil polyethylene film was used to seal against air leakage during structural loads.
The film vas used in a manner that did not influence the test results.
Remarks: The results obtained and reported apply only to the specimens tested.
Detailed drawings were available for laboratory records and comparison to the test specimen
at the time of this report. A copy of this report along with representative sections of the test
Specimen will be retained by CTL for a period often (10) years. The results obtained apply
only to the specimen tested.
This test report does not constitute certification of this product, but only that the above test
Results were obtained using the designated test methods and they indicate compliance with
the performance requirements (paragraphs as listed) of the above referenced specifications_
Certified Testing Laboratories assumes that all information provided by the client is accurate
and that the physical and chemical properties of the components are as stated by the
manufacture:.
Observers:
Rick Wright — Consultant, R.W. Building Consultants, Inc.
Dade County Witness:
Not present
2
Ramesh Paul, P. E., Florida Reg. - 20224 June 6, 2000
Page g Org STANLEY DOOR SYSTEMS
Report No. CTLA 354W
All Tests witnessed by:
Ramesh Patel P.E.
Chris Bennet CTL
Ted Scanlon CTL
Ramesh Patel, P. E.
Florida Reg 9 20224
Jane 6, 2000
Certified Testing Laboratories, Inc.
G is
Christopher Bennett
Laboratory Manager
Architectural Division
cc: Stanley Door Systems (2)
Rick Wright (2)
Ramesh Patel. (1)
File (1)
M
1 - /
wilding Materials
To:
2 Airport Blvd. Reaction Summary
San7ord," FI 32771 E&G Enterprises Job Number: 38275
Phone:407-323-2100 Fax:407-323-2268
Page:
Date:
1
10-28-2003 - 11:37:30 AMProject: Duplex County
Model: DUPLEX Loading shingle
Project ID 38275
Contact: Site: office: Deliver To: Account No:
Designer: Mark G. BurnhamName: 1414 W. 16th St.
Salesperson: Phone: Sanford
Job# 38275Fax:
Seat Plates yesTentativeDeliveryDate:
Profile: Qty: Truss Id: Span: Truss Type: Slope: Reactions:
8 - 10 - 13 Joint 2 Joint 14 Joint 15 Joint 16 Joint 17
4 A01 24 - 9 - 6 ROOF TRUSS 4.00 206 lbs. 59 tbs. 151 Ibs. 148 lbs. 148 Ibs.
154 lbs. each I Row Lat Brace 0.00 34 lbs. 47 lbs. -75 tbs. 56 lbs. -69 lbs.
8 - 10 - 13 Joint 2 Joint 6
58 A02 24 - 9 - 6 ROOF TRUSS 4.00 973 lbs. 897 lbs.
127 lbs. each 3 Rows Lat Brace 0.00 370 tbs. 352 lbs.
1- 7- 11 Joint 2 Joint 4 Joint 6
2 1101 6-0-0 ROOF TRUSS 4.00 169 lbs. 169 lbs. 214 tbs.
22 lbs. each 0.00 134 lbs. 138 lbs. -67 tbs.
1 - 7 - 11 Joint 2 Joint 4
4 B02 6-0-0 ROOF TRUSS 4.00 274 lbs. 274 lbs.
22 lbs. each 0.00 170lbs. 170lbs.
Qrl
SgNF FD
RD
Job Truss Truss Type Oly Ply
38275 A01 ROOF TRUSS 4 1
Job Reference (optional)
1-"
LOADING(psf) SPACING 2-0-0
TCLL 20.0 Plates Increase 1.25
TCDL 7.0 Lumber Increase 1.25
BCLL 0.0 Rep Stress Ina YES
BCDL 10.0 Code FBC2001/ANSI95
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SYP No.2
OTHERS 2 X 4 SYP No.3
BRACING
TOP CHORD
Sheathed or 6-" oc purtins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-" oc bracing. Except:
6-0-0 oc bracing: 21-22,19.21.
WEBS
T-Brace: 2 X 3 SYP No.2 -13-14
Fasten T and I braces to narrow edge of web with 10d Common
wire nails, gin o.c.,with 4in minimum end distance.
Brace must cover 90% of web length.
REACTIONS Ob/size)
14 = 59/24-9.6
2 = 206/24-9.6
15 = 151124-9.6
16 = 148/24-96
17 = 148124-9-6
18 = 149124-9-6
19 = 141/24-9.6
21 = 147124-9-6
22 = 143/24-96
23 - 170/24-96
24 = 60/24-96
25 = 356/24-96
Max Horz
2 = 335(load case 3)
Max Uplift
14 = 46(load case 3)
2 = 33(load case 2)
15 = 74(load case 2)
16 = 5(load case 2)
17 = 68(load case 2)
18 = 61(load case 2)
19 = 67(load case 2)
21 = 67(load case 2)
22 = 61(load case 2)
23 = 70(load case 2)
24 = 27(load case 2)
25 = 144(load case 2)
FORCES (lb) - First Load Case Only
TOP CHORD
1-2 = 16 23 = 42
3.4 = 35 4-5 = 18
56 = -20 6-7 = 17
76 = 16 8-9 = 16
9-10 = 16 10-11 = 16
11-12 = 16
24-9-6
3.A =
24-9-6
a. wv s may au cwa m i ex mausules, mc. mon w1 u 1 rgc.q 1 cwa rage l
CSI DEFL in Ooc) Udell L/d PLATES GRIP
TC 0.22 Vert(LL) n/a - n/a 999 MII20 249/190
BC 0.22 Vert(TL) 0.02 1 >722 360
WB 0.11 Horz(TL) 0.00 14 n/a n/a
Matrix) Weight: 164 lb
TOP CHORD
12-13 = 13 13-14 = 43
BOTCHORD
2-25 = 0 24-25 = 0
23-24 = 0 22-23 = 0
21.22 = -1 20-21 = -1
19-20 = 1 18-19 = 1
17-18 = 1 16-17 = 1
15-16 = 1 14-15 = 1
WEBS
12-15 = -110 11-i6 = -109
10-17 = -108 9-18 = -108
B-19 = -107 7-21 = -111
6-22 = -104 5-23 = -121
4-24 = 47 3-25 = -242
NOTES (7)
1) Wind: ASCE 7-98; 120mph; h=15ft; TCDL=4.2psf;
BCDL=5.Opsf; Category 11; Exp B; enclosed;MWFRS gable end
zone; cantilever left and right exposed ; end vertical left and right
exposed;Lumber DOL=1.33 plate grip DOL=1.33.
2) Truss designed for wind loads in the plane of the truss only.
For studs exposed to wind (normal to the face), see MiTek
Standard Gable End Detail'
3) All plates are 2x4 M1120 unless otherwise indicated.
4) Gable requires continuous bottom chord bearing.
5) Gable studs spaced at 2-" oc.
6) Provide mechanical connection (by others) of truss to bearing
plate capable of withstanding 46 lb uplift st joint 14.33 lb uplift at
joint 2, 74 lb uplift at Joint 15, 55 lb uplift at joint 16. 68 lb uplift at
joint 17,61 lb uplift at joint 18,67 lb uplift at Joint 19,67 lb uplift at
joint 21, 61 lb uplift at joint 22, 70 lb uplift at joint D. 27 lb uplift at
joint 24 and 144 lb uplift at joint 25.
7)
LOAD CASE(S)
Standard
OCT 2 7 2003
NO 11 soar - 1:45.9
13
EM.111
Job Truss Truss city Ply
38275 A02 ]1'0OF= 58 1
Job Reference (optional)
udms Duwm a o.ruu a May 3u zuuJ MI I eK moustnes, Inc. MOn Lct z/ 11:4z:4z zuu3 wage 1
8-9-5 16-7-3 24-9-6
i
1-0-0 8-9-5 7-9-14 8-2-3
US 11 Sole • 1:45.0
5
2.4 11 3.4 = 3.4 = US =
8-9-5 16-7-3 24-9-f
8-9-5 7-9-14 8-2-3
LOADING(psf) SPACING 2-" CSI DEFL in (loc) Well Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) 0.16 2-9 >999 360 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.65 Vert(TL) -0.31 2-9 >945 360
BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(TL) 0.05 6 n/a n/a
BCDL 10.0 Code FBC2001/ANS195 Matrix) Weight 127 lb
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SYP No.3
BRACING
TOP CHORD
Sheathed or 3-9.8 oc puriins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 73-12 oc bracing.
WEBS
I -Brace: 2 X 3 SYP No.2 - 4.6
T-Brace: 2 X 3 SYP No.2 - 5-6, 3-7
Fasten T and I braces to narrow edge of web with 10d Common
wire nails, gin o.c.,with 41n minimum end distance.
Brace must cover 90% of web length.
REACTIONS (lb/size)
6 = 897/03-6
2 = 973/0.3-0
Max Horz
2 = 412(load case 3)
Max Uplift
6 = 351(load case 2)
2 = 369(load case 2)
FORCES (lb) - First Load Case Only
TOP CHORD
1-2 - 16 23 = -1993
3.4 = -1054 4-5 = -108
5-6 - -190
BOTCHORD
2-9 = 1816 8-9 = 1809
7-8 = 1809 6-7 = 936
WEBS
3-9 = 198 3-7 = -936
4-7 = 488 4-0 _ -1099
NOTES (3)
1) Wind: ASCE 7-98; 120mph; h=15ft; TCDL=4.2psf; BCDL=S.Opsf;
Category 11; Exp B; enclosed;MWFRS gable end zone; cantilever
left and right exposed ; end vertical left and right exposed;Lumber
DOL=1.33 plate grip DOL=1.33.
Provide mechanical connection (by others) of truss to beating
plate capable of withstanding 351 lb uplift at joint 8 and 369 Ib uplift
st joint 2,
3) OCT 2 7 2003
LOAD CASE(S)
Standard
Job Truss Truss Type Oty Ply
38275 B01 ROOF TRUSS 2 1
Job Reference (optional)
AOartIS timrarng matenars, santom, rL su n o.iuu S May.lu zuu3 MI I eK InausmeS, mc. Mon Litt Lr 11:4L:4z zuvj vage 1
1-" t 3-0-0 6-" 7-"
1-" 3-04) 3-0-0 1 "
Scd.-t+zc
4.5 --
J
a
W = DN II za =
6-0-0
LOADING(psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING 2-"
Plates Increase 1.25
Lumber Increase 1.25
Rep Stress Incr YES
Code FBC2001/ANS195
CSI
TC 0.09
BC 0.04
WB 0.03
Matrix)
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
In (loc)
n/a
0.01 5
0.00 4
Well
n/a
999
n/a
Ud
999
360
We
PLATES GRIP
M1120 249/190
Weight: 23 lb
LUMBER
TOP CHORD 2 X 4 SYP N0.2
SOT CHORD 2 X 4 SYP No.2
OTHERS 2 X 4 SYP No.3
BRACING
TOP CHORD
Sheathed or 6-0-0 oc purtins.
BOTCHORD
Rigid ceiling directly applied or 10-" oc bracing.
REACTIONS (lb/size)
2 = 169/6-"
4 = 16916-0-0
6 = 214/6-"
Max Horz
2 =-33(load case 5)
Max Uplift
2 =-133(load case 2)
4 =-137(load case 3)
6 =-66(load case 2)
FORCES (lb) - First Load Case Only
TOP CHORD
1-2 = 16 2-3 = 11
34 = -37 4-5 = 16
BOTCHORD
2-6 = 7 4-6 = 7
WEBS
3-6 = -139
NOTES (7)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98; 120mph; h=15ft; TCDL=4.2psf; BCDL=5.Opsf;
Category II; Exp B; partiatly;MWFRS gable end zone; cantilever left
and right exposed ; end vertical left and right exposed;Lumber
DOL=1.33 plate grip DOL=1.33.
3) Truss designed for wind loads in the plane of the truss only. For
studs exposed to wind (normal to the face), see MiTek "Standard
Gable End Detail'
4) Gable requires continuous bottom chord bearing.
5) Gable studs spaced at 2-0-0 oc.
6) Provide mechanical connection (by others) of truss to bearing
plate capable of withstanding 133 lb uplift at joint 2, 137 lb uplift at
joint 4 and 66 lb uplift at joint 6.
7)
LOAD CASE(S)
Standard
1—
OCT 2 7 2003
Job Truss Truss Type Oty Ply
38215 B02 ROOF TRUSS 4 1
Job Reference (optional)
Huams nunumg macenars, oamulu. rL our 1 O.1vu s May Ju zUUJ MI I ex Inausmes. Inc. Mon VCt zt 11:4Z:4J ZUUJ Yage 1
1-0-0
i 3-" ( 6-0-0 7-"
1-0-0 3-" 3-"
Scala - 1:12.9
P
6-0-0
i
3-0-0 3-0-0
LOADING(psf) SPACING 2-" CSI DEFL in poc) Well Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.09 Vert(LL) -0.00 6 >999 360 M1120 2491190
TCDL 7.0 Lumber Increase 1.25 BC 0.08 Vert(TL) -0.01 5 >999 360
BCLL 0.0 Rep Stress Ina YES WB 0.02 Horz(TL) 0.00 4 n/a n/a
BCDL 10.0 Code FBC20011ANS195 Matrix) Weight: 23lb
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SYP No.3
BRACING
TOP CHORD
Sheathed or S." oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)
2 = 27410-3-0
4 = 274/0-3-0
Max Horz
2-33(load case 5)
Max Uplift
2 =-1690oad case 2)
4 =-169(load case 3)
FORCES cab) -First Load Case Only
TOP CHORD
1-2 = 16 2-3 = -319
3-0 _ -319 4-5 = 16
BOTCHORD
2-0 = 272 4-0 = 272
WEBS
3-0 = 63
NOTES (4)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98; 120mph; h=15ft; TCDL=4.2psf; BCDL=S.Opsf;
Category II; Exp B; partially.MWFRS gable end zone; cantilever left
and right exposed ; end vertical left and right exposed;Lumber
DOL=1.33 plate grip DOL=1.33.
3) Provide mechanical connection (by others) of truss to bearing
plate capable of withstanding 169 lb uplift atjoint 2 and 169 lb uplift
at joint 4.
4)
LOAD CASE(S)
Standard
j w"q -
OCT 2 7 2003
1
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Adams
Buildin - the Professional 8_wr
SanfSanford F rp3277B1vd Materials, Inc.
GENERAL NOTES -
DIMENSIONS ARE SHOWN IN Feet -Inches -Sixteenths FORMAT
REQUIRED INTERIOR LOAD BEARING WALLS SHOWN @ HEIGHTS NO
DESIGN WIND LOAD IS 120 MPH WITH 10 PSF DEAD LOAD
ANY PARTY WHO DRILLS A HOLE CUTS OR DAMAGES A
TRUSS SHALL BE RESPONSIBLE FOR THE REQUIRED REPAIR
FOR TRUSS HANDLING, INSTALLING & BRACING SEE "HIB-91
SUMMARY SHEET OF THE TRUSS PLATE INSTITUTE (T.P.I.)
BEAMS, VALLEY SETS &CONVENTIONALLY FRAMED AREAS
BY BUILDER UNLESS OTHERWISE NOTED
customer: E & G Enterprise
Job Number38275 T097.079 Rep: House
Project: Model:
SubdivisionLot Block subdivision
Location:1414 w. 16th st.,Sanford, Seminole Co
LoadingshingleBy: Mark G. Burnham Date: 10/27/03
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