HomeMy WebLinkAbout1908 Chase Ave 11-538; REMODEL AND ADDITIONi
Application
Job Address: 4`tCcf
Parcel ID:
JAN 0 3 2011 C, SANFORD
UILDING & FIRE PREVENTION
gM; PERMIT APPLICATION
L-
Documented Construction Value: $ J '
Description of Work: 12e_ 4od 14ci A
Historic District: Yes No 9
Zoning:
Title:
Phone: L40 `7 b a -7 c 2, Fax: E-mail:
Property Owner Information
Name on Lr_1ra Phone: `+0 `- - - 972 -L_'2
Street: . j L l.c- i Resident of property?
City, State Zip: 2, C .4 R
Contractor Information ,
Name _ I Phone: l-JrJ - - 3 `I
StreetF 7 VA S Fax:
City, State Zip: LGc 4 e LM Q z7V,,_7 State License No.:
A chitect/Engineer Information
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
R 3"
PERMIT INFORMATION
Building Permit '
Square Footage: Construction Type: No. of Stories:
No. of Dwelling Units: Flood Zone: ' is CS ke a G JX
Electrical
New Service — No. of AMPS:
Plumbing
New Construction - No. of Fixtures:
Mechanical 13 (Duct layout required for new systems) Fire Sprinkler/Alarm No. of heads:
N
Application is hereby made to obtain a permit. to do the work and installations as indicated. I certify that no
work or installation has commenced prior to the issuance of a permit and that all work will be performed to
meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit
must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and
air conditioners, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE
OF COMMENCEMENT-MUSTJBE-RECORDED A D_P_ OS TIED ON-THE-JOB
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this
property that may be found in the public records of this county, and there may be additional permits required
from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that -I will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
Signature caner/Agent Date
Print Owner/Agent's Name
Signature of Con r/Agent Date
S01A Le -(A Z&
Print Contractor/
la i5 ola z-.v
Signature o ota -State of Florida Date Signatur egh i
State of Florida ".h BRETT PENSALA
County of Seminole NOTARY PUBLIC -STATE OF FLORIDA ++1 RY PV,4,-
T r°„ „`: Notary Public - State of Florida
The foregoin mstnunent was acknr• led ed before ne tf j' Lynch — . :
My Comm. Expires Aug 20, 201212tlayofcer,l _.z.,:,i,;S frXS Conn, ssion # EE013989 NM o- Commission # DO 816483
who has produced—fLWIDA t Q 4.. ,•' EXPI, AUG. 02 2014Sr.:. .ur;u; n. t i
Notary Public Sigeznjre
11C..` tnu++++ Bonded Through National Notary Assn.
ry - 7 _ -- &)"IDED THR, hr:..ti• nc s_:.: ,rsc co., utc. 9 .
Printed
owner/Agent is rersonatiy r riuwn to Me or Contractor/Agent is x Personally Known to Me or
Produced ID Type of ID Produced ID Type of ID
APPROVALS: ZONING:IeCu r -/2- // UTILITIES: WASTE WATER:
ENGINEE lam• 'FIRE: BUILDING:
COMMENTS: ALG,0060kaOs r je m 14 btul UeLL.W, I .
Rev 11.08
i
City of Sanford
Planning and Development Services
Engineering — Floodplain Management
Flood Zone Determination Request Form
Name: Firm:
Address: 3zs 1-e(,S Q:L .
City: \<_k LkQr`y State:_ Zip Code: 327q(,
Phone: 1407 • Co87. 25 3,( Fax: Email:
Property Address: p C C 0, S e- K,Y .
Property Owner:
Parcel identification Number:
Phone Number: Email:
The reason for the flood plain determination is:
New structure Existing Structure (pre-2007 FIRM adoption)
Expansion/Addition Existing Structure (post 2007 FIRM adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above BFE
Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076)
FICIAWqUS
Flood Zone: , j(, Base Flood Elevation: N /s, Datum:
FIRM Panel Number: 120 2q,4 Oo 7 0 F— Map Date: Q - Z8 - c)7
The referenced Flood Insurance Rate Map indicates the following:
The parcel is in the: floodplain floodway
A portion of the parcel is in the: floodplain floodway
The parcel is not in the: floodplain floodway
The structure is in the: floodplain floodway
L The structure is not in the: floodplain floodway
If the subject property is determined to be flood zone 'A', the best available information used to
determine the base flood elevation is:
Reviewed Date: r./ 2 - f
T:\Engr'- \Elevation Certificate\Flood Zone Determination Request Form.doc
4
wo'IPLANNING AND DEVELOPMENT SERVICES DEPARTMENT
WWW.SANFORDFL.GOV
January 11, 2011
MAILING ADDRESS Sharon Barclay -Barnes
CITY OF SANFORD
1908 Chase AvenuePOSTOFFICEBOX1788
VFORD, FLORIDA 32772-1788 Sanford, Florida 32771
RE: Administrative Variance Request for 1908 Chase Avenue
PHYSICAL ADDRESS Tax Parcel ID Number: 36-19-30-519-0000-0130
CITY HALL
300 NORTH PARK AVENUE
VFORD, FLORIDA 32771-1244 Dear Ms. Barclay -Barnes:
This department is in receipt of your Application for Variance regarding a three foot reduction in
TELEPHONE the required 25 foot front yard setback on Chase Avenue for the above referenced property at
407.688.5140 1908 Chase Avenue.
FACSIMILE
407.688.5141 Upon review of the request it has been determined the request is less than 15% of the required
setback and has been determined to be a De minimus variance meeting the following criteria:
CITY COMMISSION Special conditions and circumstances exist which are peculiar to the land, structure or building
LI
involved and which are not applicable to other lands, structures or buildings in the same district.
MMAAYOORR The literal interpretation of the provisions of the land development regulations would deprive the
applicant of rights commonly enjoyed by other properties in the same district under the terms of the
ART WOODRUFF land development regulations.
DISTRICT 1 The special conditions and circumstances do not result from the actions of the applicant.
DR. VELMA H. WILLIAMS Granting the variance will not confer on the applicant any special privilege that is denied by the land
DISTRICT 2 development regulations to other lands, structures, or buildings in the same district.
The reasons set forth in the application justify granting the variance, and that the variance is the
RANDY JONES minimum variance that will make possible the reasonable use of the land, building, or structure.
DISTRICT 3 The granting of the variance will be in harmony with the general purpose and intent of the land
development regulations and will not be injurious to the neighborhood, or otherwise detrimental to
PATTY
the public welfare. DISTRRICTICT44
Your request for a three foot reduction in the front yard setback in order to construct an enclosed
INTERIM CITY MANAGER garage in place of the attached metal shed as shown on the attached survey is hereby approved.
TOM GEORGE This approval in no way overrules or relieves the owner from compliance with any deed
restrictions or Homeowner Association requirements that may be attached to this property.
Be on notice that appeals of the above decision may be made to the Planning and Zoning
Commission by any person aggrieved or by any officer, board or agency of the City including the
City Commission within thirty (30) calendar days of the Administrative Official's action. The
applicant shall be required to withhold all action on the property until the 31 st day past the date
noted above.
If you have any questions, please contact this office.
Respectfully,
CITY OF„ NFORD
Ci 9 i
Eileen Hinson, AICP
Senior Planner
RECEIVED
OCT 10 2011
CITY OF SANFORD
BUILDING & FIRE PREVENTION
1.
PERMIT APPLICATI...O
Application No: S3 Documented Construction Value: $
Job Address: Historic District: Yes No Q
Parcel ID: Zoning:
Description of Work: "1:\n 3
Plan Review Contact Person: Title:
Phone: 4- 0 1 4- 4` Fax: E-mail: ri MCA' t alp
I 1
Property Owner Information
Name S C e 4 Y Ch G -`l Phone:
Street: I 0 f L Ala S-__ -e- Resident of property?
City, State Zip: St n ,
Contractor Information
Name 54A in a s--p— e-CL % j)wiG S & c, rwPhone: 4- 0 4-1 0 ' Street:
2, -5 j L g jz_ Fax: City,
State Zip: L—CL YVL Ct k,I State License No.: C_ A. L Name:
Street:
City,
St, Zip: Bonding
Company: Address:
Arch
itect/Eng 1 neer Information Phone:
Fax:
E-
mail: Mortgage
Lender: Address:
PERMIT
INFORMATION Building
Permit Square
Footage: 9366 Construction Type: No.
of Dwelling Units: Flood Zone: Electrical
New
Service — No. of AMPS: Mechanical
IS (Duct layout required for new systems) No.
of Stories: D. Plumbing
New
Construction - No. of Fixtures: Fire
Sprinkler/Alarm No. of heads:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no
work or installation hascommenced prior to the issuance of a permit and that all work will be performed to meet
standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must
be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air
conditioners, etc. OWNER'
S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be
done in compliance with all applicable laws regulating construction and zoning. WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT
IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER
OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE:
In addition to the requirements of this permit, there may be additional restrictions applicable to this property
that may be found in the public records of this county, and there may be additional permits required from
other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance
of permit is verification that I will notify the owner of the property of the requirements of Florida Lien
Law, FS 713. The
City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to
calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan
review fee based on past permit activity levels. Should calculated charges exceed the documented construction
value when the executed contract is submitted, credit will be applied to your permit fees when the permit
is released. Signature
of Owner/Agent Date Ty"
Mo S (— &v i`, T Vt Print
Owner/Agent's Name i
ature of Notary -State of Florid Date JO
ANN M. JOHNSON MY
COMMISSION # DD 761978 EXPIRES:
March 23, 2012 1"
10F F pe P Bonded Thru Budget Notary Serilm Owner/
Agent is Personally Known tQ Me or Produced
ID r/ Type of ID ' Jf P (_-- APPROVALS:
ZONING: ENGINEERING:
COMMENTS:
UTILITIES:
Signature
of Contractor/Agent Date Print
Contractor/Agent's Name Signature
of Notary -State of Florida Date Contractor/
Agent is Personally Known to Me or Produced
ID Type of ID WASTE
WATER: BUILDING:
Rev
11.08
PERMIT #
PROJECT ADDI
CONTRACTOR
PHONE # 6
CONTACT PERSON z-c--- 1.
DESCRIPTION OF REVISION
UTILITY DEPT
FIRE PREVENTION
PLANNING
BUILDING _ / /Z/
2x8 RAFTERS
a 24" O.C.
FIBER CEMEN
i SIDING OVER
2x4 STUDS 0
24" O.C.
DBL 2x12
BEAM w/ 1/2"
SPACER
bxb HOOD
COLUMN w/
3/4" WRAP
FLOOR LEVEL _
IN RESIDENCE SLOPE i' PER
PRE -ENGINE]
HOOD TRUS!
R-lq BATT
INSULATION
PRECAST LINTEL
OVER PR. DOOR;
LIVING ROOM
DOORS; SEE
SCHEDULE
NEW FINISH
OVER EXISTING
TERRAZZO;
SEE SCHEDULE
EXISTING FOOTI
M
O
1
E:&:SC7ALE
ONT PORCH EC 'ION
8"=1 '-0" REV. 3 - 9/ 12/ 1 1 ITV
Renovations & Additions to Residence Steve Krone AIA a r c h i t e c t AR 0005770
1908 Chase Avenue 320 Oak Hill Drive Altamonte Springs, Florida 32701
Sanford, Florida 32771 (407)461-0406 e-mail: sek1st@aol.com
DOUBLE 2x6 TOP PLATE
SIMPSON SPH6 STRAP CONNECTOR
AT TOP AND BOTTOM
2x6 STUDS @ 16" O.C.
2" OSB SHEATHING WITH 1 LAYER
HOUSEWRAP AND ONE LAYER 15#
FELT UNDER LAPPED SIDING
2x6 P.T. PLATE w/ 911x6" ANCHOR
BOLTS INTO TIE BEAM @ 36" O.C.
FLOOR FRAMING @ GABLES OVER
GARAGE $ KITCHEN
GABLE FRAMING DETAIL
SCALE 2" = 1'-0" TYPICAL @ 3 LOCATIONS
Renovations & Addtions to Residence
1908 Chase Avenue
Sanford, Florida 32771
12 September 2011
Steve Krone AIA a r c h i t e c t AR 0005770
320 Oak Hill Drive Altamonte Springs, Florida 32701
407) 461-0406 e-mail: sek1st@aol.com
I
I
CONTINUOUS PRECAST_ _
LINTEL OVER MASONRY,
EXISTING AND INFILL
0
n
TRUSSES ® 24" O.C.
Al ML-2
I
R,Q,MING:
E:rF-9S @ 24 —
I
2TW D BEAM w/
t'WIOOD SPACER
co
co
r'f >_ - 2
GROUT SOLID
CONCRETE MASONRY UNITS
ONE #5 CONTIN.
ONE #5 CONTIN.
U" SHAPED PRECAST
CONCRETE LINTEL; 2"
RECESS @ DOORS
MASONRY @ GARAGE
SOUTH WALL
I I I— -- — -7 -- - 1----------
D WOOD BEAM w/
E MTSM 20, 16
qG 10d-GALV.^„^ L---- -- --L-2 -- —
PARTIAL FRAMING PLAN
SCALE 4" = 1'-0" 9/12/11
Renovations & Additions to Residence Steve Krone AIA a r c h i t e c t AR0005770
1908 Chase Avenue 320 Oak Hill Drive Altamonte Springs, Florida 32701
Ci--:,4-- 01)-7-74 fAn7N arl_nana , m
PRE—ENGINEERED —
TRUSSES @ 24" O.C.
TRUSS ANCHORAGE DETAIL
Renovations & Addtions to Residence
1908 Chase Avenue
Sanford, Florida 32771
9 September 2011
Steve Krone AIA a r c h i t e c t AR 0005770
320 Oak Hill Drive Altamonte Springs, Florida 32701
407) 461-0406 e-mail: seklst@aol.com
ING;
5F.
s
LIVING ROOM
1(01-(011
OA51-411
ERONT.PORCH
X6 OOD OR
5 13alTr
A
C',
51-1011 51-511 51-qll 2,
17'
PARTIAL FIRST FLOOR PLAN
NOT TO SCALE REV. 2 — 4/15/11
Renovations & Additions to Residence
1908 Chase Avenue
Sanford, Florida 32771
PEXIASTINGD A2x6 STUDS 0
TO REMAIN O.C.
GARAGE
zL
101 10, 21
Steve Krone AIA a r c h i t e ct AR 0005770
320 Oak Hill Drive Altamonte Springs, Florida 32701
407) 461-0406 e-mail: seklst@aol.com
I t
7 I 1 Dwg No718849A05ROOFTRUSS
American Builders Supply, Winter Haven, FL 33880, Joel Yost
If the distance between the truss anchor or strap and the truss is 1-1/2', pad -out the truss with a 2x4
or 2x6 SYP #2 scab (shim). Attach scab or shim with (2) rows of 10d common nails at 3" OC per row.
The length of the scab or shim is to be at least 1" above the anchor or strap.
5
2x4 =
6.00 12
4
20 II
3
2x4 II
t
5x6
2
dN1
15
3x6 p
0-7-0(0-1-15)
7 1
14-5-0
t
81
14
13
5x6 =
7x6
18-11-0
PERMIT
2x4 II
7
4x4 ,
8
9
yv a
12 11 10
8x8 = 3x6 II
0-8-0(0-1-8) 0J-0(0-1-10)
21-4-0 25-10-0
LOADING(psI]I SPACING 2-M CSI DEFL in (loc) Udell L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.63 Vert(LL) -0.21 12-14 >999 360 MT20 244/190
TCDL 11.0 Lumberincrease 1.25 BC 0.74 Vert(TL) -0.3412-14 >653 240
BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.01 10 n1a n/a
BCDL 10.0 Code FBC2007rrPI2002 (Matrix) Wlnd(LL) 0.05 12-14 >999 240 Weight 262 lb
LUMBER
TOP CHORD 2 X 6 SYP No.2 4) This truss has been designed for a 10.0 psf bottom chord live
BOT CHORD 2 X 12 SYP No.2 load nonconcurrent with any other live loads. WEBS 2 X 4 SYP No.3 5)' This truss has been designed for a live load of 20.0psf on the
BRACING bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide
TOP CHORD will fit between the bottom chord and any other members. Structural wood sheathing directly applied or 6-M oc pur ins, except 6) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-16, 6-16; end verticals. Wall dead bad (2.5psf) on member(s).7-11, 3-14BOTCHORD7) Bottom chord live load (40.0 psf) and additional bottom chord
Rigid ceiling directly applied or 5-8-6 oc bracing. dead load (10.0 psf) applied only to room. 12-14, 11-12
WEBS 8) Provide mechanical connection (by others) of truss to bearing
1 Row at midpt 2-15, 8-10
plate capable of withstanding 128 lb uplift at joint 15 and 117 lb upliftwith2X4SYPNo.3 with 2 - i Od (0.131 "x3") nails and cross brace
at joint 10. spacing of 20-0-0 oc. 9) Warning: Additional permanent and stability bracing for truss
JOINTS system (not part of this component design) is always required.
1 Brace at Jt(s): 16
10) Attic room checked for L/360 deflection.
11) Segn:29928, Date:9/23/2011
REACTIONS (Ib/size) LOAD CASE(S)
15 = 165010-1-150-7-0 Standard
10 = 1370/0-1-100-7-0
12 = 928/0-1-8 0-8-0
Max Horz
15 =-8(LC 5)
Max Uplift
15 =-12128(LC 7)
10 =-117(LC 7)
Max Grav d
15 = 1650(LC 1) MONTA CONSULTING & DESIGN
10 = 1370(LC 1) OF WMR & ASSOCIATES, INC.
12 = 1043(LC 13) CERT. OF AUTHORIZATION NO. 9177
222 S. WESTMONTE DRIVE SUITE 100
FORCES (lb) - Maximum Compression/Maximum Tension ALTAMONTE SPRINGS, FL. 32714
TOPCHORD PHONE: (407)661-1917
1-2 = 0/37 2-3 =-1280/387
3-4 =-1119/539 4-5 =-346/290
5-6 =-3621265 6-7 =-1213/517
7-8 =-12171326 8-9 = 0/37
2-15 =-1520/530 8-10 =-1805/576
BOTCHORD e
14-15 =-220/238 13-14 =-283/1039 ••••••t••
12-13 =-283/1039 11-12 =-283/1039
CBS=6D/,D2 veF,!, ICENSES`;
5-16 = 0178 7-11 =-3441339 a
4-16 =-805/319 6-16 =-8051319 w • /
3-14 =-90/316 2-14 =-197/1181 No. 4270 i8-11 =-32311494 •
NOTES (11) •
1) Unbalanced roof live bads have been considered for this design. •
2) Wind: ASCE 7-05; 120mph (3-second gust); TCDL=4.2psf; •
BCDL=6.Opsf, h=25ft; Cat. 11, Exp B; enclosed, MWFRS (low-rise) and
C C Exterior(2) zone, cantilever left and right exposed ; end vertical
left and right exposed;C-C for members and forces 8 MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ~• •
m A .,.,......-...a .a ... ..................... a.. ;.......+.........a a...
uoo i russ I runs I ype sty "y Leitzel Renovation
718849 A01 ROOF TRUSS 12 1 Dwg No 001
Job Reference optional)
American Builders Supply, Winter Haven, FL 33880, Joel Yost
If the distance between the truss anchor or strap and the truss is 1-1/2", pad -out the truss with a 2x41-1- 6-1
1- 6-1 or 2x6 SYP #2 scab (shim). Attach scab or shim with (2) rows of 10d common nails at 3" OC per row.
The length of the scab or shim is to be at least 1" above the anchor or strap.
r-
5x6
2
Qwt
3x6 II
0-7-0(0-2-4)
5
3x4 = 3x4 =
6.00 12 1
4 6
2x4 II
3
2x4 II
13
8x8 =
0
B1
mdd
d
n
14-5-0
82
12
7X10 =
2x4 II
7
1-6
88
V
A
11 10
8x8 = 3x6 II
0-7-0(0-2-7)
611-0 18-11-0 21-4-0 25-10-0
6-11-0 12-0-0 2-5-0 4-6-0
Plate Offsets X Y : 2:0-2-12,0-2-08:0-3-0,0-1-12 , 10:0-3-8,0-1-8 , 11:0-3-8,0-5-12 , 13:0-3-8,0-5-12 , 14:0-3-8,0-1-8 LOADING (
psf) SPACING 2-M CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL
20.0 Plates Increase 1.25 TC 0.80 Vert(LL) 0.24 11-13 999 360 MT20 244/190 TCDL
11.0 Lumber Increase 1.25 BC 0.65 Vert(TL) 0.4211-13 737 240 BCLL
0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.01 10 n/a n/a BCDL
10.0 Code FBC2007rrP12002 Matrix) Wind(LL) 0.06 13 999 240 Weight. 262lb LUMBER
TOP
CHORD 2 X 6 SYP No.2 BOT
CHORD 2 X 12 SYP No.2 WEBS
2 X 4 SYP No.3 BRACING
TOP
CHORD Structural
wood sheathing directly applied or 5-2-9 oc pudins, except end
verficals. BOT
CHORD Rigid
ceiling directly applied or 6-0-12 oc tracing. WEBS
1
Row at midpt 2-14, 8-10 with
2 X 4 SYP No.3 with 2 -1 Od (0.131"x3") nails and cross brace spacing
of 20-0-0 oc. JOINTS
1
Brace at Jt(s): 15 REACTIONS (
lb/size) 14 =
189610-2-4 0-7-0 10 =
2052/0-2-7 0-7-0 Max
Horz 14 =-
268(LC 5) Max
Uplift 14 = -
68(LC 7) 10 = -
39(LC 8) FORCES (
lb) - Maximum Compression/Maximum Tension TOPCHORD
1-
2 = 0/37 2-3 =-1685/308 3-
4 =-1434/483 4-5 =-1931306 5-
6 =-215/286 6-7 =-1533/456 7-
8 =-1668/255 8-9 = 0/37 2-
14 =-1952/499 8-10 =-2453/450 BOTCHORD
13-
14 =-220/238 12-13 =-214/1394 11-
12 =-21411394 10-11 =-55/104 WEBS
5-
15 = 0195 7-11 =-25/394 4-
15 =-13191228 6-15 =-1319/228 3-
13 = 0/355 2-13 =-166/1607 8-
11 =-229/1975 NOTES (
11) 1)
Unbalanced roof live loads have been considered for this design. 2)
Wind: ASCE 7-05; 120mph (3-second gust); TCDL=4.2psf, BCDL=
6.Opsf, h=25ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-
C Exterior(2) zone; cantilever left and right exposed ; end vertical left
and right exposed,C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60 3)
As requested, plates have not been designed to provide for placement
tolerances or rough handling and erection conditions. It is the
responsibility of the fabricator to increase plate sizes to account for
these factors. 4)
This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent
with any other live loads. 1-
in- - _n .d _;---. - - I..... Inn.l of 7n nnnf nn fFn 6)
Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7. 4-15, 6-15, Wall
dead bad (2.5psf) on member(s).7-11, 3-13 7)
Bottom chord live load (40.0 psf) and additional bottom chord dead
load (10.0 psf) applied only to room. 11-13 8)
Provide mechanical connection (by others) of truss to bearing plate
capable of withstanding 68 lb uplift at joint 14 and 39 lb uplift at joint
10. 9)
Waming: Additional permanent and stability bracing for truss system (
not part of this component design) is always required. 10)
Attic room checked for L/360 deflection. 11)
Segn:29924, Date:9/23/2011 LOAD
CASE(S) Standard
1110%
ff K Dli aw
MONTA
CONSULTING & DESIGN OF
WMR & ASSOCIATES, INC. CERT.
OF AUTHORIZATION NO. 9177 222
S. WESTMONTE DRIVE SUITE 100 ALTAMONTE
SPRINGS, FL. 32714 PHONE: (
407)681-1917 me
C
00660,
04, O LIC.
EN SE. e 1 s •
No.
42704 h
16
r- REVISION
PERMIT #-1 DATE
r
PROJECT ADDRESS
CONTRACTOR
PHONE # 46 q FAX #
CONTACT PERSON
DESCRIPTION OF REVISION
UTILITY DEPT
FIRE PREVENTION
PLANNING
BUILDING /o
Steve Krone AIA
a r c h i t e c t
AR0005770
October 11, 2011
City of Sanford
Building Division
P.O. Box 1788
Sanford, Florida 32771
RE: Residential Addition/Renovation Project
1908 Chase Avenue, Sanford
Permit Number 11-538
Gentlemen:
PERMIT ##
I have visited the above referenced project and I have observed framing for
support of mechanical equipment at opposite ends of the residence.
Condition #1 — South End: Mechanical platform above closets separating first
floor bedrooms at south end of the residence is framed with 2x6 No. 2 Southern
Yellow Pine at 16" o.c. with '/2" plywood over, to support 75# mechanical air
handling unit. I find this installation to be acceptable and hereby approve. See
attached signed and sealed drawing.
Condition #2 — North End: Mechanical platform above powder room at north end
of residence is framed with 2x12 No. 2 Southern Yellow Pine at 24" o.c. with two
layers'/2" plywood over to support 75# mechanical air handling unit. I find this
installation to be acceptable and hereby approve. See attache signed and sealed
drawing.
Please consider this letter and attached sketches as my approval of elevated
platforms. Thank you very much.
Sincerely
Steve Krone AIA
320 Oak Hill Drive Altamonte Springs Florida 32701
telephone (407) 461-0406
e-mail: seklst@aol.com
2x6
JO I S'
16" G
w/ 1/
PLYI
DECK
AIR
MANE
UNIT;
WEIG
SOUTH END bi NV`
PARTIAL FLOOR PLAN - FRAMING ,
SCALE 4" = V-0" 10/1 1 /1 1
Renovations & Addtions to Residence Steve Krone AIA a r c h i t e c t AR 0005770 .
1908 Chase Avenue 320 Oak Hill Drive Altamonte Springs, Florida 32701
Sanford, Florida 32771 (407) 461-0406 e-mail: seklst@aol.com
2 JOISTS @ 24"
LU/ 1"
r'NOOD DECK
3L. THICKNESS
PLYND. )
IDLING
T; 75#
GHT
NORTH END
PARTIAL FLOOR PLAN - FRAM I N
SCALE 4" = V-0" 10/11/11
Renovations & Addtions to Residence Steve Krone AIA a r c h i t e c t AR0005770
1908 Chase Avenue 320 Oak Hill Drive Altamonte Springs, Florida 32701
Sanford, Florida 32771 407) 461-0406 e-mail: seklst@aol.com
SECURE TRUSS TO P.T. PLATE WITH
SIMPSON H4 CONNECTOR, FASTEN PER
MFR'S RECOMM.
2x8 P.T. SECURE TO FILLED
MASONRY TOP COURSE w/ 1/2"
I' ANCHOR BOLTS ® 52" O.C.
SECURE KNEE WALL STUDS TO P.T.
2x8 PLATE w/ SIMPSON SP5, 20
e%., ` GA., FASTEN W/ 10d NAILS PER
MFR'S RECOMMENDATION
4
F F IC
FRONT PORCH
ANCHORAGE DETAIL
REFERENCE DETAIL 6/A5 1 /31 /1 1
Renovations & Additions Steve Krone AIA a r C h i t e C t AR0005770
1908 Chase Avenue 320 Oak Hill Drive Altamonte Springs, Florida 32701
Sanford FL 32771 (407)461-0406 e-mail:sek1st@aol.com
trim wet or saturated may result in
shrinkage at butt joints. Carry boards
on edge. Protect edges and corners
from breakage. James Hardie is not
responsible for damage caused by
improper storage
and handling
of the product.
and others in working area. NEVER use a power saw indoors
2. Use one of the following methods: NEVER use a circular saw blade that does not carry the
b. Better: I. Dust reducing circular saw equipped with a HardieBlade saw blade trademark
HardieBlade® saw blade and HEPA vacuum extraction NEVER dry sweep — Use wet suppression or HEPA Vacuum
c. Good: i. Dust reducing circular saw with a HardieBlade saw blade
only use for low to moderate cutting)
Important Note: For maximum protection (lowest respirable dust production), James Hardie recommends always using "Best" -level cutting methods where feasible.
NIOSH-approved respirators can be used in conjunction with above cutting practices to further reduce dust exposures. Additional exposure information is available at
www.jameshardie.com to help you determine the most appropriate cutting method for your job requirements. If concern still exists about exposure levels or you do not
comply with the above practices, you should always consult a qualified industrial hygienist or contact James Hardie for further information. SDO83105
HardieTrim® board is a decorative non -load bearing trim product. Figure 1
GENERAL REQUIREMENTS
Wood or steel backing must be provided for attaching HardieTrim® boards.
A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must
be appropriately installed with penetration and junction flashing in accordance with local building code requirements.
James Hardie will assume no responsibility for water infiltration.
When installing James Hardie® products all clearance details in figs. 4,5,6,7&8 must be followed.
Do not install James HardieS products such that they may remain in contact with standing water.
INSTALLATION:
Fastener Requirements
Use 2" minimum 16 ga. finish nails to attach HardieTrim boards to wood frame construction. ET&F or equivalent fasteners or
screws may be used to attach HardieTrim boards to steel frame construction.
Fastening instructions are similar for all applications. Position finish nails no closer than 1/2" from the edges of the trim.
Fasteners must be no closer than 1 " from ends of trim and spaced a maximum of 16" o.c. Ensure trim is adequately fastened
When installing corners or other vertical trim, position boards on the wall and attach (fig. 1). Use weather cuts sloped away
from the wall to join (fig. 2). Alternatively corners can be pre -built.
Pre -Built Corners
Corners can be pre -built off the wall using 2" finishing nails. Each side of the pre -built corner must be secured to the wall (fig. 3).
Minimum fastener auide for finish nailina:
Pre -built corner Site Built Corners Other areas (e.g. window
trim, band boards and fascia)
4"
1 nail every 16" to attach boards
together + 1 nail every 16" each board
2 nails every 16" 2 nails every 16"
6"
1 nail every 16" to attach boards
together + 2 nails every 16" each board
8" 3 nails every 16" 3 nails every 16"
12" j 4 nails every 16" j 3 nails every 16"
Use a 2" finish nail to fasten trim together. Longer finish nails may bend.
Figure 4 Figure 5 Figure 6
finish grade clearance) (deck clearance) (roof clearance)
siding waterresistivebarrier
flashing
Win y .
deck material
1" 2" min
joist flashing
Figure 2
22.5o - 45o
water cut
1" from
ends
Q',
t i-16 o.c: maximum+.-
finish nbtling
pattern
siding nailing
pattern
1
Leave a minimum 1/8" gap between
the siding and trim, then caulk.
Figure 3
corner
studs
t
2" Finish nail
corner
studs
t
2" Finish nail
Figure 7 Figure 8
horizontal flashing) (siding gutter clearance)
r
t'-2' min. siding
Do not 1/4 jgapCaulk
flashing Lk flashing
UUI Wtit: I KLAI IVILN I Figure 8,KickoutFlashing: Toprevent water from TRIM APPLICATIONFORWINDOWS, DOORS & Caulk, paint or prime all field cut edges. dumping behind the siding and the end of the roof OTHER OPENINGS
intersection, install a"kickout"of sufficient length Flashing over
trim is required for all horizontal installation methods. (fig 9) CAULKING and angle to direct the water running down the roof NOTE: Follow
your window/door manufacturers installation instructions. For best results use an Elastomeric Joint Sealant complying with ASTM away from the siding. C920 Grade
INS, Class 25 or higher or a Latex Joint Sealant complying with ASTM
C834. Caulking/Sealant must be applied in accordance with do the
caulking/sealant manufacturer's written instructions or ASTM C1193. caulk alonglowatetopedge
Figure
9 resisPAINTING
flashintir- g ve eqfired_ abarrier over'
m DO NOT use
stain on James Hardie@ products. James Hardie products must be painted within 180 days for primed product and 90 days for
unprimed. 100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers
specifications. Back -rolling is recommended if the siding is sprayed. aboarTr d da,di'W siding
GENERALFASTENERREQUIREMENTSV . .. ,. a 4 y Butt toSiding
Fasteners
must
be corrosion resistant, galvanized,
or stainless steel. Electro galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends
the use of quality, hot dipped galvanized nails. James Hardie is not responsible for the
corrosion resistance of fasteners. Stainless steel fasteners are recommended axe" _ e'"max. when installing James
Hardie® products near the ocean, large bodies of water, or very humid climates. Drive fasteners perpendicular to the trim
and framing. Do not drive nails at an
angle. For wood framing, under driven nails
should be hit flush to the trim with a hammer (for steel framing, remove and replace nail). r M Do
not use aluminum
fasteners, staples, or clipped head nails. j Flush Snug Flush leave a
m nimum Va gap '
t between n caulk. and trm „_ _ do
not over donot DO NOT Then caulk. ; , -. STAPLE Butt to Siding
Figure A Figure
B drive siding under Trim Over Siding Do not place
nails Finish Nail Siding Nail nails drive nails between lap joints. RECOGNITION: HardieTrim boards
may be installed
as an equal alternative to conventional trim permitted for use in; the 1997 Uniform Building Code, Section 601.5.5; the 1997 Standard Building Code, Section 1404.1; the 1999 BOCA National Building Code, Section 1407.
2.2; 2003 International Building Code, Section 1402.1, the 2003 International Residence Code for One - and Two - Family - Dwellings, Section R703.1. the 2003 International Residence Code for one -and Two -Family -
Dwellings, Section R703.1. and the 1998 International One -and -Two -Family Dwelling Code,Section 601.1. WARNING: AVOID BREATHING SILICA DUST James
Hardie® products contain respirable crystalline
silica, which is known to the State of California to cause cancer and is considered by IARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can
also cause a disabling and potentially fatal lung disease called silicosis, and has been linked with other diseases. Some studies suggest smoking may increase these dsks. During installation or handling: (1) work in outdoor areas
with ample ventilation; (2) use fiber cement shears for cutting or, where not feasible, use a HardieBlade saw blade and dust -reducing circular saw attached to a HEPA vacuum; (3) warn others in the immediate area; (4) wear a properly -
fitted, NIOSH-approved dust mask or respirator (e.g. N-95) in accordance with applicable government regulations and manufacturer instructions to further limit respirable silica exposures. During clean-up, use HEPA vacuums or
wet cleanup methods - never dry sweep. For further information, refer to our installation instructions and Material Safety Data Sheet available at www.jameshardie.com or by calling 1-800-9HARDIE 1-800-942-7343). FAILURE TO
ADHERE To OUR WARNINGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. SD050905 02009 James Hardie Technology Limited. All
rights reserved. TM, SM, and 0 denote trademarks or registered J S ' ® trademarks of James Hardie
Technology Limited. c. is a registered trademark of James Hardie Technology Limited. e NA0912
Instalar los rebordes humedos o
satUrados podria provocar que se
encojan las juntas de enipalme.
Transporte las tablas por el borde.
Proteja los bordes y esquinas de
rupturas. James Hardie no se hace
responsible por dalios provocados por
el almacenaje -
y la manipulacion`
inconectos del
produclo. yam'
otras personas presentes en el area de trabajo. NUNCA use una sierra electrica en interiores
2. Use uno de los siguientes metodos: NUNCA use una cuchilla para sierra circular title no
b. Muy bueno: i. Sierra circular con mecanismo de reduccion contenga la marca registrada de HardieBlade para
de polvo, equipada con una hoja de sierra HardieBlade" y extraccion por cuchillas de sierra
aspiration HEPA NUNCA barra on seco: use una aspiradora con elimination
c. Buena: i. Sierra circular con mecanismo de reduccion de polvo, equipa da con de humedad o HEPA
una hoja de sierra Hardiel3 ade (use solo para cortes pequenos a moderados)
Nota impottante: para una maxima protection (la menor production de polvo respirable), Jaynes Hardie reca»ierx a usar slempre el nivel "mejor" de los metodos
de torte cuando sea posible.
Los iespiradores aprobados per NIOSH se pueden usar en conjunto con las practices de come antericaes para red icir ail alas la exposition al polvo. Puede encontrar
informacion adicional sobre la exposition disponible en woArv.jameshardie.com para ayudarlo a determiner el fn todo de carte rids adecuado a las necesidades de
su trabajo. Si todavja tiene inquietudes sabre los niveles de exposition o si no cunlple con las practices artterzxes, sempre debe consultar a un higienista industrial
calificado o ponerse en contacto con James Hardie para obtener mas informacion. SDO83105
La tabla HardieTrimO eS Lill producto de reborde no portante decorativo.
REQUISITOS GENERALES
Se debe proporcionar un refuerzo de madera o acero para sujetar las tablas HardieTrim®
Segtin los requerimientos del codigo de edificacion local, es obligatoria una barrera resistente al agua. La barrera
resistente at agua debe instalarse correctamente junto con tapajuntas de union y perforation, siguiendo los requisitos
del codigo de edificacion local. James Hardie no asumira ninguna responsabilidad por la filtration de agua.
At instalar los productos James HardoO se deben seguir todos Ins detalles de separacion en las figuras 4, 5, 6, 7, 8 y 9.
No instate los productos James Hardie® de manera que puedan permanecer en contacto con agua estancada.
INSTALACION:
Requisitos de los sujetadores
Utilice clavos de acabado calibre 16 de 2" como minimal para sujetar las tablas HardieTrim a la construccion de la estructura
de madera. Se pueden usar sujetadores ET&F o equivalentes o los tornillos para sujetar las tablas HardieTrim a la construccion
de la estructura de acero.
Las instrucciones de sujecion son similares para todas las aplicaciones. Ubique los clavos de acabado a no menos de 1,27
cm de los bordes del reborde. Los sujetadores no deben estar a menos de 2,54 cm de los extremos del reborde y con espacio
maxima de 40,64 cm de centro a centro. Aseg6rese de que el reborde este sujetado correctamente.
Al instalar las esquinas u otro reborde vertical, ubique las talas sobre la pared y sujete (Fig. 1). Use los cones de la barrera
impermeable en declive desde la pared a la union (Fig. 2). Como option, las esquinas pueden set prefabricadas.
Esquinas prefabricadas
Las esquinas se pueden prefabricar sin la pared usando clavos de acabado de 2". Cada lado de la esquina prefabricada se debe
asegurar a la pared (Fig. 3).
Guia de colocacion de sujetadores minima para los clavos de acabado: Figura 2
Esquinaprefabricada Esquinasconstruidas Otrasareas(cowrebordedela
en of lugar ventana, lab!as fajas y tabla frontal)
10,16 Cm 1 claw cada 40,64 cm para sujetar las lablas
untas 4 1 davo cada 40.64 crn en calla tabla 2 clavos cada 40.64 cm 2 clavos cada 40,64 cm
15 24 Cm 1 clavo cada 40,64 cm para sujetar las tablasuntas + 2 clavos cada 40,64 cm en cada tabla
20, 32 cm 3 craws cada 40,64 cm 3 clavos cada 40,64 cm
30 48 Cm 4 clavos cada 40,64 cm 3 clavm cada 40,64 cm
Utilice un clavo de acabado de 5 cm para ajustar el reborde. Los clavos de acabado mas far gas se pueden doblar
Figura 1
2.54 cm desde
los extremes
41D64 cde centre
centro Como mazimo
t
patron de divas
de acabado
patron de clavos
de revestimiento
r
Deje una separacion minima de
0,3 cm entire el revestimiento y
el reborde; tuego calafatee.
torte de agua
de 22.5° - 45°
Figura 3
nontantes de
la esquina
r
j
Clavo para acabado de 5 dxn
Figura 4 Figura 5 Figura 6 Figura 7
espacio del nivel de termination) (distancia de la terraza) (distancia del techo) (tapajuntas horizontal)
o" 0 0
0 0
o 0 o
15,24 cm como mini
barrera
revestimlente resistente
at agua
Stapajuntas
reborde
material para
lerrazas psi-5cm
DID
viguela1y lI tapajuntas
larguaro
APLICACIONES DE REBORDE PARA LAS VENTANAS,
PUERTAS Y OTRAS APERTURAS
Es necesario utilizar tapajuntas sobre el iehorde para todos los metodos
de instalacion horizontal. (fig 9)
NOTA: siga las instrucciones de instalacion de los fabricantes de su
ventana/puerta. no calaratee a
Figura 9
rj
tablas
data una separac do m m de,
0,3 cm entre el revest nto y
el reborde, luego catafatee.
Uni6n a tope
hasta el
revestimiento
to largo del
borde super-
lua es necesario asanteutilizartapajunt
lua sobre el reborde
eves4mier to i
Uni6n a tope
hasta el
f
revestimiento
40.64 cm max.
u No coloque clavos
Rebordesobre entre una junta
el revestimiento supertruestaylaolra.
r2,54-5 a—revestimiento
cm min. ) distanciaNo
calafaiee de 0,163 ani
1
tapajuntas
f `tapajuntas
montantes de
la esquina
0 E2
Clavo para acabado de 5 cm
Figure 8
distancia de la canaleta del
revestimiento)
TRATAMIENTO PARA BORDES CORTADOS l u,crny apnp"""""" I
Aplique masilla de calafateo, pintura o pintura base en todos los Figura 8, Tapajuntas "kir:W": Para evitar que
bordes coltados hechos en Obra. el agua se welque detras del revestimiento y of
e memo de la intersection del techo, instale un
CALAFATEO tapaNntas 9dckour de largo suficiente y col6quelo
Para obtener mejores resultados utilic:e un sellador elastom6rieo de en un Angulo de manera que el agua que corre per
juntas que cumpla con la norma ASTM C920 grado NS, lose 25 o
el techo sea dirigida fuera del revestimiento.
superior o un sellador de uniones de latex que cumpla can la normaASTM C834. El calafateo/sellado se debe realizar de
acuerdo con las instrucciones escritas del faricanle de la masilla de calafateo/sellador o con la norma ASTM C1193.
PINTURA
NO use totes en lost productos James Hardie 0. Los productos Jams Hardie se pueden pintar dentro de 180 djas
para los productos con pintura base y 90 djas para los sin pintura base. Se recomienda el use de recubrimientos 100%
acrilico. No pinte si esta mojado. Para conocer las tarifas de apt consulte las especificaciones de los fabricantes.
Se recomienda la rotation inversa si Ins paneles de revestimiento son nxiados.
REQUISITOS GENERALES DE LOS SUJETADORES
Los sujetadores deben ser resistentes a la corrosion, gahrantimdos o de acero inoxidable. Los galvanizados electricos
tambien son aceptables, pero pueden presentar corrosion precoz. James Hardie recomienda el use de clavos de
calidad, galvanizados en balio caliente. James Hardie no se hace responsable por la resistencia a la corrosion de
los sujetadores. Se recomienda el use de sujetadores de acero inoxidable cuando se instalen los productos James
Hardie(D cerca del oceano, de grandes concentrations de agua o en dimas muy hOmedos.
Inserte los sujetadores de manera perpendicular a los rebordes y las estructuras.
No coloque Ins clavos en un angulo.
Para la estructura de madera, los clavos clavados por debate de la superricie se deben golpear con un martillo
hasta que quedan at ras con el reborde (para la estructura de acero, quite y reemplace el clavo).
No use sujetadores de aluminio, grapas ni clavos de cabeza recortada.
Alras Ajustado Alras
Figura A Fgrrr-a B
No sobrecargue
lds clavos para No crave NO
Clavo para Claw ppaara paneles pinatas de lost clavos COLOQUE
acabado de revrsfertityuo etdenor revestimrento exterior por debar o GRAPAS
RECONOCIMIENTO: Las tablas HardieTrim se pueden instalar como una altemativa igual al reborde conventional permitido para of use en. el Codigo Uniforme de Edrficacidn de 1997, section 601-5.5; el C6digo Estandar de Edificaci6n de
1997, seccion 1404.1; el C6digo de Edificacion National BOCA de 1999, section 1407.2.2; of C6digo Intemacional de Edificacion de 2003, seccion 1402.1, el Codgo htterrlacia el de Rest para Vvendas Unifamiliares y Bifamiliares
de 2003, seccion R703.1. el C6digo International de Residencias para Vjviendas Unifamiliares y Bifamiliares de 2003, seccion R703.1. y el C6digo Intemacioral r+o Wendas tlrifam5ares y Bilamilrares de 1998, seccion 601.1.
ADVERTENCIA: EVITE RESPIRAR EL POLVO DE SILICE Los productos James Hardie® courenen spice cristalina respirable, reconocida por el estado de California comoca sarile de c;1n er y considerado como una causa de cancer resultante
de algunas Fuentes ocupaciona!es per la Agencia Intemacional para la Investigation del Cancer (IARC, per sus siglas en ingles) y el Institute National de Salud y Seguridad 0DA)acional (NM, por sus siglas en ingles). Respirar cantidades
excesivas de polvo de Mice respirable tambi6n puede causar una or fermedad pulmonar discapacitante y potencialmenie fatal Ilamada silicosis, ademas de tlabd set relacionado can Bras enfermedades. Algunas estudios sugieren que
fumar puede aumentar estos riesgos. Durante la instalacion o manipulacion: (1) tiabaje en areas en exteriores con abundante ventilation; (2) use cizal!as de fibrocemento para catar a, de no set posible, use una cuchilla HardieBlade@ y una
sierra circular con mecanismo reductor de polvo coneclada a una aspiradora HEPA; (3) advieda a otras personas que esten en los alrededores; (4) use una m5scam para poko o lm respirador adecuado y aprobado per el NIOSH (por ejernplo,
N-95), de acuerdo con las regulaciones gubemamentales pedinentes y las instrucciones del fabricante para limitar aon rnas la exposition a la silice r(-q)irabte. Dtuante, la br»{xeza, use apiradoras HEPA o metodos de limpieza en h6medo,
nunca barra en seco. Para obtener mas informacion, consulte nuestras instmcciones de instalacion y la Hoja de datos de seguridad de materiales (MSDS, por sus sigma en ix!es), dsponibles en www.jameaerdie.com o Ilamando al
1-800-9HARDIE (1-800-942-7343). NO SEGUIR NUESTRAS ADVERTENCIAS, MSDS E INSTRUCCIONES DE INSTALAC16N PUEDE PROVOCAR DANOS PERSONN ES GRA:ES 0 LA MIKE SD050905 L
2009
James Hardie Technology Limited. Todos los derechos reservados. TM, SM y 0 denominan marcas Jarm
es a rd, a comerciales o marcas comerciales registradas de James Hardie Technology Limited.- M es una marca registrada
de James Hardie Technology Limited. NA0912
HARDIPLANK. LAP SIDING -
HARDIPANEL VERTICAL SIDING FFIE James Hardie Bu®
9ding ProductsHARDITRIM® FASCIAANDMOULDINGHARDI
E"SHINGLESIDE,. FOR SIDEWALL APPLICATIONS Architectural
Specification & OP Section07460/HAR NOTE
TO SPECIFIER: This is a proprietary specification of James Hardie Building Products written
in the Construction Specifiers Institute format. It is important to recognize that these recommendations
are neither warranties, explicit or implicit, nor representative of the only method
by which siding can be installed. Rather they try to summarize for the designer, installer
or developer good building practice and some of the industry standards for the installation
of siding which have been developed over a period of time from actual trade prac
ice and the requirements of various building code agencies. The
following specification was developed for use within the jurisdiction of the Local Building Codes.
Different or additional standards may be required in other jurisdictions and should be investigated
accordingly. Check
with Local Building Code for installation requirements. 1.
GENERAL A.
Work under this section is subject to the provisions of the contract documents which in any way
affect the work specified herein. 1.
1 Scope A.
Furnish and install Hardiplank, Hardipanel and Hardie Shingleside fiber -cement siding, Harditrim
fascia and moulding and accessories where shown on drawings or as specified herein.
B.
Coordinate this section with interfacing and adjoining work for proper sequence of installation.
C.
Work in other sections affecting this work. 1.
Steel framing and bracing 13122 2.
Wood framing and bracing 06100 3.
Sheathing 06100 4.
Insulation 07210 2
Quality Assurance A.
Submittals: within sixty (60) days of owner's notice 1.
Submit three 6 inch x 6 inch pieces of Hardiplank / Hardipanel / Hardie Shingleside claddings
in texture and widths shown and specified herein. 2.
Submit three copies of specifications, installation data and other pertinent manufacturer'
s literature. 1.
3 Product Handling A.
Stack Hardiplank / Hardipanel / Hardie Shingleside claddings on edge or lay flat on a smooth,
level surface. Protect edges and corners from chipping. Store sheets under cover and
keep dry prior to installing.
1.4 Job Conditions
NOTE TO SPECIFIER**** SELECT ONE, DELETE ALL THAT DO NOT APPLY:
A. Nominal 2 inch x 4 inch wood framing selected for minimal shrinkage and complying with
local building codes, including the use of weather -resistive barriers and/or vapor barriers
where required. Minimum 1 V inch face and straight, true, of uniform dimensions and
properly aligned.
B. Install weather -resistive barriers and claddings to dry surfaces.
C. Repair any punctures or tears in the weather -resistive barrier prior to the installation of the
siding.
D. Protect siding from other trades.
OR****
A. Minimum 20 gauge 35/8 inch C-Stud 16 inch maximum on center or 16 gauge 35/8 inch C-
Stud 24 inch maximum on center metal framing complying with local building codes,
including the use of weather -resistive barriers and/or vapor barriers where required.
Minimum 1 Y2 inch face and straight, true, of uniform dimensions and properly aligned.
B. Install weather -resistive barriers and claddings to dry surfaces. -
C. Repair any punctures or tears in the weather -resistive barrier prior to the installation of the
siding.
D. Protect siding from other trades.
1.5 Warranty
A. James Hardie's limited product warranty against manufacturing defects in Hardiplank lap
and Hardipanel vertical siding for 50 years, Hardie Shingleside for 30 years and HardiTrim
for 10 years.
NOTE TO SPECIFIER: Insert appropriate number of years.
B. Workmanship: application limited warranty for years.
2. PRODUCTS
2.1 Hardiplank / Hardipanel / Hardie Shingleside Cladding / Harditrim Fascia and Moulding
A. Non -asbestos fiber -cement siding to comply with ASTM Standard Specification C1186
Grade II, Type A.
B. Siding to meet the following building code compliance National Evaluation Report No. NER
405 (BOCA, ICBO, SBCCI); City of Los Angeles, Research Report No. 24862; Metro Dade
County, Florida Acceptance No. 94-1234.04; US Department of Housing and Urban
Development Materials Release 1263a; California DSA PS-019; and City of New York MEA•
223-93-M.Non-asbestos fiber -cement siding to be non-combustible when tested in
accordance with ASTM test method E136.
C. Type:
NOTE TO SPECIFIER: SELECT TYPES, DELETE ALL THAT DO NOT APPLY: (Smooth 5Y4" W / 4"
EXP), (Smooth 6%" W / 5 EXP), (Smooth 8%" W / 7" EXP), (Smooth 9'/z" W / 8%" EXP), (Smooth 12"
W / 103/4" EXP), (Cedarmi115 W W / 4" EXP), (Cedarmill 6'/" W / 5" EXP), (Cedarmill 8%" W / 7" EXP),
Cedarmill 9'/2" W / 8%" EXP), (Cedarmill 12" W / 103/" EXP), (Cedarmill Select 5'/" W / 4" EXP),
Cedarmill Select 6'/" W / 5" EXP), (Cedarmill Select 8%" W / 7" EXP), (Cedarmill Select 9'/2" W / 8Y4"
EXP), (Cedarmill Select 12" W / 103/" EXP), (Smooth Beaded 8%" W / 7" EXP), (Cedarmill Beaded
8%" W / 7" EXP), (Colonial Smooth 8" W / 63/4" EXP), (Colonial Roughsawn 8" W / 63/4" EXP),
Shingleside 6", 8" and 12" width with 8" Exposure), (Smooth Vertical siding panel 4' x 8'), (Smooth
Vertical siding panel 4' x 9'), (Smooth Vertical siding panel 4' x 10'), (Stucco Vertical siding panel 4' x
8'), (Stucco Vertical siding panel 4' x 9'), (Stucco Vertical siding panel 4' x 10'), (Sierra 4" Vertical
siding panel 4' x 8'), (Sierra 4" Vertical siding panel 4' x 9'), (Sierra 4" Vertical siding panel 4' x 10'),
Sierra 8" Vertical siding panel 4' x 8'), (Sierra 8" Vertical siding panel 4' x 9'), (Sierra 8" Vertical sidin
panel 4' x 10')
D. Trim Type:
James Hardie Building Products, 1-800-9-HARDIE
2.2 Fasteners
NOTE TO SPECIFIER: REFER TO APPLICABLE BUILDING CODE COMPLIANCE REPORTS
FOR MAXIMUM BASIC WIND SPEED FOR EXPOSURE CATEGORY AND/OR APPLICABLE
SHEAR VALUES AND SELECT ONE FASTENER, DELETE ALL THAT DO NOT APPLY:
A. Wood framing: 4d common corrosion resistant nails.
OR****
A. Wood framing: 6d common corrosion resistant nails.
OR****
A. Wood framing: 0.089" shank x 0.221" head x 2" corrosion resistant siding nails.
OR****
A. Wood framing: 0.093" shank x 0.222" head x 2" corrosion resistant siding nails.
OR****
A. Wood framing: 0.091" shank x 0.221" head x 1 1/2" corrosion resistant siding nails.
OR****- - - -
A. Wood framing: 0.091" shank x 0.225" head x 1 '/2". corrosion resistant siding nails.
OR****
A. Wood framing: 0.121" shank x 0.371" head x 1 %" corrosion resistant roofing nails.
OR****
A. Wood framing: 1 '/<" corrosion resistant roofing nails.
OR****
A. Wood framing: 1 '/z" corrosion resistant roofing nails.
OR****
A. Metal framing: 1 '/." No. 8-18 x 0.375" head self -drilling, corrosion resistant S-12 ribbed
buglehead screws.
OR****
A. Metal framing: 15/8" No. 8-18 x 0.323" head self -drilling, corrosion resistant S-12 ribbed
buglehead screws.
OR****
A. Metal framing: 1" No. 8-18 x 0.323" head self -drilling, corrosion resistant ribbed buglehead
screws.
OR****
A. Metal framing: 1" No. 8-18 x 0.311" head self -drilling, corrosion resistant S-12 ribbed
buglehead screws.
OR****
A. Concrete Walls: Erico Stud Nail, ET&F ASM No.-144-125, 0.14" shank x 0.30" head x 2"
corrosion resistant nail.
NOTE TO SPECIFIER: When fastening through maximum 1 inch thick foam insulation, increase
the length of the fastener by the thickness of insulation.
3. EXECUTION
3.1 Surface Conditions
A. Correct conditions detrimental to timely and proper completion of work.
3.2 Installation - Harditrim Fascia and Moulding
A. Install flashing around all wall openings.
B. Fasten through trim into structural framing or code complying sheathing. Fasteners must
penetrate minimum 3/ inch or full thickness of sheathing. Additional fasteners may be
required to ensure adequate security.
C. Place fasteners no closer than 3/ inch and no further than 2 inch from side edge of trim
board and no closer than 1 inch from end. Fasten maximum 16 inch on center.
D. Maintain clearance between trim and adjacent finished grade.
E. Trim inside corner with single board.
F. Install single board of outside corner board then align second corner board to outside edge
of first corner board. Do not fasten Harditrim board to Harditrim board.
Q. Allow 1/8 inch gap between trim and siding.
H. Seal gap with high quality, paint -able caulk.
I. Shim. frieze board as required to align with corner trim.
hJ. Install Harditrim fascia over structural subfascia.
OR**** >
E. Overlay siding with Harditrim moulding at windows, doors and inside corners.
F. Fasten through overlapping boards. Do not nail between lap joints.
G. Overlay siding with single board of outside corner board then align second corner board to he
outside edge of first comer board. Do not fasten Harditrim boards to Harditrim boards.
H. Shim frieze board as required to align with corner trim.
I. Install Harditrim fascia over structural subfascia.
3.3 Installation - Hardiplank Siding
NOTE TO SPECIFIER: Local building code may permit the use of "water-repellent panel
sheathing" instead of a "building paper type" weather -resistive barrier. However, the
manufacturer recommends the use of a "building paper type" weather -resistive barrier in all
siding applications. A vapor barrier may also be required.
NOTE TO SPECIFIER: Hardiplank siding may be installed either directly to the structural
he
framing or up to 9'/2 inch siding may be face nailed on minimum 7116 inch OSB or equivalent
sheathing.
A. Starting: Install a minimum % inch thick lath starter strip at the bottom course of the wall.
Apply planks horizontally with minimum 1'/ inch wide laps at the top. The bottom edge of
the first plank overlaps the starter strip. a
B. Allow minimum 1 inch vertical clearance between roofing and bottom edge of siding. im
C. Align vertical joints of the planks over framing members.
D. Maintain clearance between siding and adjacent finished grade.
E. Locate splices at least one stud cavity away from window and door openings.
F. Use off -stud metal joiner when vertical joints occur between framing members. Position
metal joiner so that the bottom lip is resting on the solid course of planks. Fasten plank to
the framing. Position and fasten abutting plank into place insuring that the lower edges of
the two planks align. Locate metal joiner centrally behind the joint. Locate off -stud splices a
minimum of two stud cavities from wall corners and stagger all subsequent course splices at
minimum 24 inch intervals when located in the same wall cavity.
G. Wind Resistance: Where a specified level of wind resistance is required Hardiplank lap ER
ide
siding is installed to framing members and secured with fasteners described in Table No. 2
in National Evaluation Service Report No. NER-405.
OR**** 1EA
C. Face nail to sheathing.
D. Locate splices at least 12 inches away from window and door openings.
E. Wind Resistance: Where a specified level of wind resistance is required Hardiplank lap
siding is installed to framing members and secured with fasteners described in Table No. 2 4„
in National Evaluation Service Report No. NER-405. 12"
P)
3.4 Installation - Hardipanel Siding
Y4„ NOTE TO SPECIFIER: Local building code may permit the use of "water-repellent panel
sheathing" instead of a "building paper type" weather -resistive barrier. However, the
manufacturer recommends the use of a "building paper type" weather -resistive barrier in all
siding applications. A vapor barrier may also be required.
A. Block framing between studs where Hardipanel siding horizontal joints occur.
x
B. Place fasteners no closer than 3/8 inch from panel edges and 2 inch from panel corners.
C. Allow minimum 1 inch vertical clearance between roofing and bottom edge of siding. lirrD. Maintain clearance between siding and adjacent finished grade.
E. Specific framing and fastener requirements refer to Tables 2 and 3 in National Evaluation
Service Report No. NER-405.
3.5 Installation - Hardie Shingleside Cladding
NOTE TO SPECIFIER: Local building code may permit the use of "water-repellent panel
sheathing" instead of,a "building paper type" weather -resistive barrier. However, the
manufacturer recommends the use of a "building paper type" weather -resistive barrier in all
siding applications. A vapor barrier may also be required.
A. Substrate: Install Hardie Shingleside cladding over minimum 7/16 inch thick OSB wall
sheathing or equivalently braced walls complying with the applicable building code.
B. Starting: Install a minimum % inch thick lath starter strip at the bottom course of the wall.
C. Maintain clearance between siding and adjacent finished grade.
D. Apply starter course of 10 inch Shingleside shingles or 9% inch Hardiplank lap siding
overlapping the starter strip.
E. Apply subsequent courses horizontally with a minimum 10 inch overlap at the top and
minimum 2 inch sidelap. The bottom edge of the first two courses overlaps the starter strip.
F. Fasten between % to 1 inch in from of the shingle side edge and between 8Y2 to 9 inch
from the shingle -bottom edge.
G. Maintain minimum 1 inch vertical clearance between roofing and bottom edge of shingle.
H. Ensure vertical joints of overlapping shingle courses do not align.
1. Wind Resistance: Where a specified level of wind resistance is required Hardie Shingleside
cladding is installed to substrate and secured with minimum two fasteners described in
Table No. 6, 7, and 8 in National Evaluation Service Report No. NER-405.
3.6 Finishing
NOTE TO SPECIFIER: Certain geographic areas allow minimum single coat of 100% acrylic or
latex exterior grade, high quality alkali -resistant paint on unprimed product. James Hardie
recommends, minimum one coat primer plus one topcoat or two topcoats for best results.
SELECT ONE, DELETE ALL THAT DO NOT APPLY
A. Finish unprimed siding with minimum one coat high quality, alkali -resistant primer and one
coat of either 100% acrylic or latex or oil based, exterior grade topcoat or two coats high
quality, alkali -resistant, 100% acrylic or latex, exterior grade topcoat within 90 days of
installation. Follow paint manufacturer's written product recommendation and written
application instructions.
OR****
A. Finish Hardiplank/Hardipanel/Harditrim sidings coated by the PrimePlusTM system with
minimum one coat high quality, either 100% acrylic or latex or oil based exterior grade paint
within 180 days of installation. Follow paint manufacturer's written product recommendation
and written application instructions.
James Hardie®
o Building Products 1-800-9HARDIE
www.jameshardle.com
01999 James Hardie Building Products, Inc.
T" and 0 denote trademarks owned by
James Hardie Research Ply Limited ACN 066 114 092 JH91511SL 8/03
www.graceathome.com
Hurricane Proven
Protection
iLfti Iiy;i
i u' "
Grace Ice & Water Shield is the only thing
that protected my roof from both wind and={
rain damage during Hurricane Ivan.
A. Joseph Cannon, Homeowner
Panama City, Florida
Protect your home with the hurricane proven performance of
Grace Ice & Water Shield. For over 25 years homeowners and
builders alike have trusted Grace Ice & Water Shield° for superior
protection from roof leaks in the worst weather. Grace Ice & Water
Shield is; applied to the roof deck before the shingles, the or metal
coverings and will help keep your home dry even if hurricane
force winds blow roof coverings off. Roof damage was a primary
contributor to disaster related losses during the 2004 hurricane
season. Protect your home with hurricane proven Grace Ice &
d
Water Shield and next time, keep the great outdoors, outdoors.
Visit www.graceathome.com for more on this and other success stories.
GIWS meets the following codes;
Miami Dade County Florida NOA 02-1 13.02 ICBO ES ER-3997
Florida Building Code FL298-R1 L.A. City RR-25330
Palm Beach County 93-24 SBCCI PST & ESI 94133C
BOCA ES RR 94-33 HUD 1056f
CMCC 12693-R GRACE
Construction Products
Reasons Why
Grace Ice & Water Shield°
is the Best Underlayment
You Can Buy for Hurricane
Prone Areas
Best Adhesion to the Roof Deck
The time -tested, rubberized asphalt formulation in Grace
Ice & Water Shield provides superior initial and long-term
adhesion without primer or nails. This strong bond helps
insure the user of a watertight installation.
Forms Superior Laps
Unlike many fully -adhered membrane underlayments,
Grace Ice & Water Shield requires NO special treatment of
the laps, making it easy to get a watertight seal.
Highest Quality Seal Around Roofing Fasteners
Grace Ice & Water Shield helps deliver premium roof leak
protection via aggressive rubberized asphalt formulation
that seals around roof covering fasteners.
Hurricane Proven Performance History
Grace Ice & Water Shield is the original, fully -adhered
membrane underlayment. This product offers the longest
performance history and the highest confidence of
performance for the life of the roof. Grace Ice & Water
Shield is applied to the roof deck before the shingles, tile or
metal coverings and will help keep your home dry even if
hurricane force winds blow roof coverings off..
Re-roofable
Unlike some granular surfaced membranes, Grace Ice &
Water Shield will not adhere to the underside of the
exposed roof covering. Grace Ice & Water Shield can be
applied over the old Grace underlayment in retrofit
applications, snaking re -roofing easier and less costly.
Superior Tear Resistance
Grace Ice & Water Shield uses an extremely strong,
cross -laminated, high -density polyethylene carrier sheet that
will not tear under normal service conditions, but is easy to
cut and detail.
THE Name Brand in Underlayments
Ice & Water Shield, a registered trademark of. Grace
Construction Products, is the name contractors trust to
protect their roofing jobs and reputations for first class
work. Don't be fooled. Ice & Water Shield is available only
from Grace.
Razones por las que
Grace Ice & Water Shield°
es la mejor base de piso que
usted puede comprar para
areas propensas a huracanes
Mejor adherencia a la cubierta interior del techo
La formula de asfalto engomado probado con el tiempo que
Grace Ice & Water Shield proporciona adherencia initial y
duradera sin pintura base ni clavos. Esta gran adherencia le
garantiza a] usuario una instalacion hermetica.
Crea bordes de calidad superior
A difetencia de la mayoria de las bases de piso de mem-
brana de adherencia completa, Grace Ice & Water Shield no
requiere un tratamiento especial para los bordes y brinda
una selladura hermetica.
Selladura de la mejor calidad alrededor de los
sujetadores para techos
Grace Ice & Water Shield brinda una protection de calidad
superior contra perdidas mediante una formula de asfalto
engomado potente que sella los sujetadores que cubren
el techo.
Duraci6n del rendimiento comprobado contra
los huracanes
Grace Ice & Water Shield es una base de piso de membrana
original y de adherencia completa. Este producto ofrece un
rendimiento confiable y de larga duration durante la vida
util del techo. Grace Ice & Water Shield se aplica sobre la
cubierta interior del techo antes de colocar las tejas, los
azulejos o los revestimientos metalicos y ayuda a mantener
su casa seta, incluso si los vientos huracanados vuelan los
revestimientos del techo.
Se puede volver a techar
A diferencia de las membranas con superficie granulada,
Grace Ice oc Water Shield no se adherira a la parte inferior
del revestimiento principal del techo expuesto. Se puede
aplicar Grace Ice & Water Shield sobre la base de piso vieja
Grace en aplicaciones mejoradas, to que hate que volver a
techar sea mas facil y menos costoso.
Resistencia superior contra el desgaste
Grace Ice & Water Shield utiliza una hoja portadora de
polietileno de alta densidad, con laminado cruzado y suma-
mente resistente, que no se desgastara en condiciones nor -
males de uso, peso es facil de cortar y adaptar.
Marca en bases de pisos
Ice & Water Shield, una marca registrada de Grace
Construction Products, es la marca en la que confian los
contratistas para proteger sus trabajos en techos y por su
reputation de realizar trabajos de primera clase. No deje
que to enganen. Ice & Water Shield es un producto fabrica-
do solo por Grace.
For technical assistance call toll free at 866-333-3SBM (3726).
Visit our web site at www.graceathome.com
W. R. Grace & Co. -Conn. 62 Whittemore Avenue Cambridge, MA 02140
Grace Ice & War, Shicld is a reglsn—d ,ad,mark of W. R. Grace & Co. -Conn.
We hope the information here will be helpful. It is based on data and knowledge considered to be true and accurate and is offered for, the users' consideration, investigation
and venficanon, but we do not warrant the results to be obtained. Please read all statements, recommendations or suggestions m conunction with our conditions of sale,
which apply to all goods supplied by us. No statement, recommendation or suggestion is intended for any use which would infringe any patent or copyright.
W. R. Grace & Co.-Cunn., 62 Whittemore Avenue, Cambridge, MA 02140. In Canada, Grace Canada, Inc., 294 Clements Road, West, Ajax, Ontario, Canada LI S 3C6. GRACE
Construction Products
These products may be covered by parents or patents pending. Copyright 2006. W. R. Grace & Co. -Conn.
GIWS-202 Printed in USA 6106 FA/LI/2.5M
t—
G"•
s
I. VINYL OR L5UQ1Y DOOR STOP NAJLE A
VA:UNUM Cf 0" O-C MUST OVERLAP 70P
M40 BOTIi Rays 0f Emus wNYUW 7/w
TO WEFT £CATISE PRESSURES,
L U-BAR STEEL TO HAVE A WINMLM 11LLI1
DT w KSI.
3. SLIDE LOCK Ci CPERATCR REQURED.
4. THE DESIQ4 Or THE g1PPORrroG
SIRUCIURAL ELEMENTS SHALL BE THE
RESPONSIBILITY OF THE PRLFES90NAI, LTF
REOWD FQY THE TKIILOING IR STAIJCTT.IRE
AIM N ACCORDANCE YGni CUr6iiira RURm-,
DIMES FOR THE tDAMS LISTED ON THIS
DRAYANG.
5. SECTION STEEL- TO HAW TlK rOLLi)1 4a
A7NIWLIM T.iIOiNESi
FYTF,TdX - 27 GA
0 DIX7F: JIJAR To BE 0414AQM 2 6
Si UCARAL MADE LLMEETL RErER TO
I*le rINCCTTOr4 SLPPLEMETI7 rrlTAI.TAL74AENT TO SJPPORTIWO STnUCTT.RE
13 CA HOWZ NiGL£
13 Gh FLAG PHCLE
6At3 2
r
sear_x , HOLE ,
AtUTS
YFRl' TRACK
LAG -
w1iK£T
K
HEX
JAWSACKET
KERACK I ' 16"
y7
W TH _
Cf)
ENo
Y'VIP S
fE 3)
l4LE
CRFOR
A14I1110f1,
M.N. TTDN5
TS
o
15 fJa IAN HlR
5/16z1--5
LAGEACI4
A) 1/4-2Da9
TRACK :
1/4-70 LFY. II
15 GA MR4
5/100-5/B'
YfSfAil WAD
BRAC TRW.
i /4a20ic9}1Ft' BQLr
AND 1/4-20 NUT
AT EACH ORSECi1FE
LOCK sm PLATE
ATTACHED Va TR IMTH (
2) 1/4-306 TRAIN
BOLTS AND 1/4 NUTS (
ONLY REOURED 9UDE
L SLIDE-
LOCI( ONE KO7
RE04JFLEII OPERATOR -
SEE NO 15
Cw. JD--1 BRACKETS.
SCHEDULEOUANTITY
LCCA
M(
RL (3) sccinCM BOOR SH SEE
PAGE 2 FOR U-BAR I.0 A FOR (
4) SECTION BOORS. BRACKET
SCHEDULE 9mAMB
F1AOY,ETS9RArKETS LEkSL L FROW BOTTf#A EACH
JAIAS) OF TRACK (ALL EKWFNS"45 t 2 3
2.2B", 53" 4
2-, 26 , 48', 75' LAA
0
f
nTu L.
NARK
R. BARROW, PE FLOTil15A
IJC£NSE NO- 57389 2'
STEEL pOLLErt -----^- r-13 GA ROLLSLIDE YA'TH
4' SIEM / ATTACHER ED
TO 5/1s-19
ear S FArt IN CENTER
s 13 CA COPAWERCIAL '
A' A4TJ 1%4-z0.a9%l6' TRINE TOP RiAP!
LT tt TRACK: BOLT k ATEAUIFTT PATH (4) ` "
1/4-20 HEX TUT 1{4-2CL0/
a" SELF - TtfrMIL" ANf TV.V MILLING SCRELYS-- ; I
AUGurIC HDIJ;•S 7.0 GA
DV CM. SUPERIMPOSED DESIGN PRESSURE
LOADS ON SUPPORTING
STRUCTURE D00R DOCA NEICtl7
7S4Tti UNIFORM
L(= EACH
J4M8 PLP) g'-p' s134.
5 -154.0 12 CA 8011'
034 BRACKET FAGTORY ATTACHEU WTH
3) 1 /4-
1441C CJTrAPaTE lcmE115 2'
STEEL. ROILER
tt . T51R7 4"
STEM
REVSIONS P4 CHANGES
MAC
PER ETC LABORATORIES
TESTiNG AND
CHANGES
TO GENCRAL
FORFAAT 1/
16/U6
CRT STATIC PRESSURE RATIMCS
APPRtWEO SIZES DESICA•I (PSF): +
20,W/-Z0_FIO NAX 'A101117 TO'-D" SCALE: N.T.
S.. CATE SIZE: A
NAMF
TEST (PSF)_ +
46.
35/-46.20 MAX HEICHT. ?}'--6" DRAWN 1/i6/06 OIT IMPACT/CYQIC RATfb (
YES/)dDk ND A1A3; SECnOti H'F]GFTT: 2B" CNECKEO 2,/fU/05 AIRB 5500/970D OPTION
CODE 0518
sHrET I cf-
2 3385 ADDISON DRIVE
PEN5AC0LA, FLORIDA 72514
85) 474-9890
DRA}YING PART
NO- 313628 I REV.
P4 1NINOLOAD
SPECIFICATION
R
CV
d-
2) IS TGA HINGE LEAFS -
ATTACHED N1TH (3)
1/4-14N5/6' CRKV41FF
9CFEP,5 EACH
14 CA PANGf BASE
FACTORY AIRAC7ED a
TO Door; 1NTH (5)
7/4-14a5/9•
CNIYPTITE SCREM- n
2- SIEEL ROILEIR 1::
z 7.".1"
TAILLATON
ei-.,.. IMTH 4" STEM---
I)
13 GA ROLLER SLIPE FAt
PolFTED TD HN,E BASE RE U-BAR
13 GA RERNFDr nNC. 9RAG(ET
AT7ADHED TO H*IX BASE W71H
2) 1/4-w-Ver CARSIACGE
DOLTS A 1/4-20 HEX NUTS
t5 GA HNGE. ATTADIEb WTH
B) 1/4-14.,,5/8• CTlINPTITE
SCREM (3 OF 1WCH ARE
FACTORY ATTACHED)
BEFORE U-WR
INSTALLATIGN
15 GA M SE ATTACHED ICTH
6) 1/4-11n5/B• Gtl6p71TE-
C,REL'S 0 OP TOTCH AIE
FACTORY ATTACHED)
BEFOTB U-IWR
INSTALLATION
15 CA NRTGE BRACY.ET ATTACHED
MTH (2) 1/4-2DA7/B' SELF fDRILLINGSCREWS
twTGRE U-11OR
INSTAL -VT"
MARK R- BARRVW. PE
FLUMA LICf.7•JSf NO. 57389
RCVISION5
P4 CHANGES MADC
Fh9/TIGN U-SAR INER PER ETC
RETTrFORpNG 8RAC1(ET II A60RATORIES
AND ATTAVi TAtIN (3) TIESTING AND
1f4-20A71T9" SElF CHAP4GFS TO
DRILUNG WtREAS As GEi1ERAL FOKIAT
5110Y44 2 OF V'A11Ci IJw 7 .00AI]ONS
o
ATTACHTHMJGH 1/16/D6 GPT
REINFORCING 8RACXET}
4) st=cnuN cwRs wrtH (s)
3. 20 GA RO *:9 U-BARS
r LOCATRI AS SHOYN
AF7TR U-BAR
T p
PUSTUA-AMN
ULTAIL A
P45iTION U.-.BAR UV M
HNCE LEAF AND ATTACH
1
WITH (1) 7/4-14a5/g'
CHIYPTITE SCREW AND (3) SCCnoa BOCIR' WIHI (4)
1) 1/4-20.7JEr $-F Y 20 CA 8D K91 U-RAMS
I)SILLING SCREW AS LOE MED AS SHGKN
S1i"4 (SELF VRILUNG
SCREW AFTACHES .
THROUQi LANCE LEAF)
AI-lER U-BAS
INSTAJIATI ON
PDSTnON U-BAR OVA7i UNLESS NOTED OTHER WSE, ALL U-SARS SHAD BEQLfiIIWCCLEAFANDATTACHATTAL4EDPATHAIAIMMUMOF {1} FASTrwrts AT EACH
WTH (1) 1/4-145/8' END, AT ALL INTFRMPAAL E HINGE LCCATTDNS (O7 IN
CAMPT71E SCREW AND UNE "TH INTERTAF.i]oATE MNDE LOC4TVIn 6' U-BAR IS
1) 1/4-21Y 7JIi SELF KOt LDCATEM Al A HINGE), AND MWAY EEIKEN
ERIUUNG SC _ ' AS INTE14WEDIAIE HSFGE L(ICATIONS (IANIWUN CF (IU)
510M (SELF IDRILLNG FASILWMS E4M "-BAR)- ALL FASTEIERS USED TO
SCREW ATFAENES ATTACH V-BASS SHA]A SE 1/4--14.5/R" WINPTITE
THR.WM IIINOE LEAF) SEAEITS FX EPT 1/4-2Oi:7,14, SELF DRILLING SCRE75
SHAD BE USE4 AT EAN CAPS A44' MENE FASTiMMG
THROGgi HIND£ LEA! S OR BRAV(ETS.
AFTFA Ir-AAA _ '
f
INSTAJLATION PoSiTr6N U-LIAR OYEu
HTNCE BRACKET Arhp
AND
DETAIL C ATTACH 4Anca l1/
4_14AND wanTt SCREW (
1) k
1/
4-20Y7Jg' 'ELF4 DRILLINGSCREWASSCR
SDRLL (ELF INGSCREW AT7ACH6
THiRMM NNGE
E&A(
Y.ET) AFTER U-
BAft t<ISTALLATOCr'
1 DE TAIL
D 3395 ADDISCP-
i DRIVE PENSACOI.A,
FLORIDA 32514 BSO) 474-
98911 STATIC PRESSURE
RATINGS SIZES {5CAI E: N.T-S. ULSILTV LH;
F +26.90/-3D.BA} MAX 'MOTH: IV- _ DATE NAME TEST (PSF): +
40-35/-46.20 MAX HDGHT: V-0" T>r?AT,N I/I6/D6 MT IlAPACTJCYYXIC RATM (
YESAJD): NO MAX SECT04 HEIGHT: 25" EC.ED 2/10/06 L1RB 55OD/9700
SHEET 2 OF 2 DRAWING PART
NO. REV_ WINDl_OAD
SPECI(=1CA-RON OPTION CODE 0516 313628 P4 b11
Florida Building Code Online Page 1 of 1
I"a le f
j 8CIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search
t I
I
Product Approval
R lICCI^'I1ggqq1,,
I %l USER: Public User - ua
i
c,
Jr•Q 1r !-
o
I Product Approval Menu > Product or Application Search > Application List
Code Version 2007
Application Type ALL
Category ALL
Application Status ALL
Quality Assurance Entity ALL
Product Model, Number or Name ALL
Approved for use in HVHZ ALL
Impact Resistant ALL
Other ALL
Results - Applications
FL# 6142
Product Manufacturer ALL
Subcategory ALL
Compliance Method ALL
Quality Assurance Entity Contract Expired ALL
Product Description ALL
Approved for use outside HVHZ ALL
Design Pressure ALL
FL# Type Manufacturer 11Yalidated I3y Status
FL6142-R1 Revision Plastpro Inc. / Nanya Plastics Corp. Ryan J. King, P.E. Approved
Category: Exterior Doors
Subcategory: Swinging Exterior Door Assemblies 813) 787-8283
Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary.
Department of Community Affairs
Florida Building Code Online
Codes and Standards
2555 Shumard Oak Boulevard
Tallahassee, Ronda 32399-2100
850) 487-1824, Fax (850) 414-8436
O 2000-2010 The State of Florida. All rights reserved.
Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us
Product Approval Accepts:
E. CELY. n
itntuu J.yl'at+71
http://www.floridabuilding.org/pr/pr_app_lst.aspx 12/15/2010
NAN YA PLASTICS CORP.
PLASTPRO INC.
9 PEACH TREE HILL ROAD
LIVINGSTON, NEW JERSEY 07039
DISTINCTION SERIES
GLAZED FIBERGLASS DOORS
INSWING / OUTSWING
NON -IMPACT"
GENERAL NOTES
1. This product has been evaluated and is in compliance with the 2007 Florida Building Code
FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVhZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to
base material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product is required to be
protected with an impact resistant covering that complies with Section 1609.1,2 of the 2007
FBC.
4. For 2x stud framing construction, anchoring of these units shall be the same as that shown
for 2x buck masonry construction.
5. Site conditions that deviate from the details of this drawing require further engineering
analysis by a licensed engineer or registered architect.
TABLE OF CONTENTS
Typical elevatlon, design pressures, & general notes
Door panel detailsRSHEEr*
DESCRIPTION
Horizontal cross sections
Vertical cross sections
Buck and frame anchoring - 2X buck masonry construction
Frame anchoring - I buck masonry construction
7 Enduro astragal details
8 Bill of materials, glazing detail & components
74.00" MAX. OVtRALL tKAn4t wiuin --
7
0 Z
3
O
9
mt =
Y
G X
D o
OVERALL DOOR i
GLASS DESIGN PRESSURE jPSF)
SWING fRAME DLO iYP.E POSRfVE lJEGA77VEQIMENSIONDUIIENSION
INSWING 74.00" x 82.00" 21.00" x 63.00" 47.0 47.0
GI
OUTSWING 74.00" x 80.50" 21.00" x 63.00" 47.0 47.0
BY, JK
er: LFS
Erma NO
FL-6142.4
er i of 8
3
rc
0
0
44
41
48
43 INTERIOR Gl = € m
vn s a
N' 8 +
8 m E
46 EXTERIOR
47
a a a
o$ g
X. 47
DOOR
PANEL WIDTH 46
1 HORIZONTAL CROSS SECTION
21.00" MAX. 2
D.L.O. WIDTH
o a
VU
0.99,
48
w
w
INTERIOR EXTERIOR
w
aZ
o
a V
O ^ A
g v 2xO
LA CH 8 HINGE I I'll
g 42 TOP IL 47 wood reinforcemenGl Cellular
PVCrn z
N
41
t
s9° 46 — Fn
I 45
0
40
DOOR PANEL z u o
1E 09103108 z 43
HINGE d LATCH STILE 44 REINIO CEMENT WOOD BOTTOM RAIL o 45scuE: N.T.S. For
lock Cellular PVC m CellularPVC2VERTICALCROSSSECTIONCWG, BY; JK CHK.
ar: LFS 3 R
pNAWINC
NO.: m FL-
6142.4 0 N
SHEET _
L OF ,
1 EMB. (TYP.)
4 4
21 20 C A 6o
e
5 Z 7
IR
c$ W
8 7
n
3 0 3 INTERIOR 40 e i
X r2
3 v
X q I E `
3 °
z
17 o Q
E3Z y
EXTERIOR 1p H z o 0
11 0—m
E
41 D 4 HORIZONTAL CROSS SECTION >d o
3 4
3 Shown w/lX sub -buck substituting
concrete screws for wood screws per D I op z
4"MIN. q q
Section 1714,5.4.2 of the FBC o
81-1/4" MIN. a a
EMB. (TYP,) EMB, (TYP.)
o m
NOTE: C l U J
0 C 1. As noted in The test report astragal was attached 0.15" YI0,1S'
r to the inactive leaf with (10) #8 x 3" psh sms and C'SINK °
C'SINK
I L r (TYP) (4) # 10 x 2-1/2 pfh sms for all 6-8" (outswing). (TYP.) L I
a
Astragal was attached to the inactive leaf with p
U (9) #B x 3" psh sms and (4) # 1 O x 2-1 /2" pfh sms 21 20 0 0
5 O o 20 21 for all 6'-&' (inswing). o
LLra °
0
r f0° ° 65
8 7 ° <
m
7 8
2
40 INTERIOR qp
7 INTERIORqp °
1
t
1
c W
W <
0
Z
O L7 OW Q F
zz' o
z
f ° O z a°
a 0
DATE. 09/05 08 °z
K
1 10 K ° CALE: N.T.S.
m
9
10 EXTERIOR NI SEE EXTERIOR S
27 NOTE 1 11 8 1
owa. aY: JK
B 11 2 9
CHK. BY: LIES 3
1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION E DRAMNG No.: m
3 Outswing shown - inswing 3 Outswing shown - inswing 3 Outswing shown - inswing FL-6142.4 a
also approved also approved also approved
SHEET 3 or_
N
3
c
1" MIN. FROM 1"MIN. FROM
f .MASONRY EDGE-. MASONRY EDGE --
TYP.) TYP.)
a
a
v
v
EXTERIOR INTERIOR
also
CROSS SECTION
q Outswing shown - inswing
also approved
EXTERIOR INTERIOR
p
e
e
2-1 /2" MIN. FROM
MASONRY EDGE
TYP.)
T1 VERTICAL CROSS SECTION
JOutswing configuration
n ° .
2-1 /T MIN. FROM
MASONRY EDGE
TYP.)
2-1/2" MIN. FROM 2.1/2"MIN. FROM
MASONRY EDGE MASONRY EDGE -
TYP.) (TYP.)
E
G.
L do
Z o G
w
A C - Z >
m
EXTERIOR J "`"" INTERIOR
2_' VERTICAL CROSS SECTION
Shown w/1 X sub -buck substituting
concrete screws for wood screws per
Section 1714.5.4.2 of the FBC
EXTERIOR INTERIOR
2-1/2" MIN, FROM 2-1/2" MIN. FROM
MASONRY EDGE — MASONRY EDGE
TYP.)
I(
TYP.)
VERTICAL CROSS SECTION
q Inswing configuration
ow
pm
gkE8^
a
Nmg2o
mp o
aa m 9
v°
r U
DATE: 913108
SCALE: N.7.S.
DWG, eY: JK
CHK. BY: LFS
DRAWNC NO.:
FL-6142.4
SHEET _L OF 8
I III 1 j 7
I
MASONRY TYP. HEAD I
r
OPENING & JAMBS
b
SEE NOTE 1
2X BUCK- ASTRAGAL
albSHOWNFORZ
REFERENCE U
ONLY I z
a
I I f
I I
BUCK ANCHORING HINGE JAMB
NOTES
MASONRY
OPENING
2X
I r7 6'
SEE DETAIL
II °2"
TYP. HEAD &
JAMBS II
ASTRAGAL
SHOWN FOR
REFERENCE
ONLY I I F SEE NOTE 2
I
SEE DETAIL
1 SEE NOTE 2
I" II
FRAME ANCHORING
Masonry 2X buck construction
1. 1/4" Elco concrete screws anchoring 2x buck require a minimum V clearance to masonry edges, a 1-1/4"
minimum embedment and a minimum 4" clearance to adjacent concrete screws. Substitution of equal
concrete screws from a different supplier may have different edge distance and center distance
requirements. Concrete screw locations at the corners and at astragal location may be adjusted to maintain
the minimum edge distance to mortarjoints. If concrete screw locations noted as "MAX. ON CENTER" must be
adjusted to maintain the minimum edge distance to mortarjoints, additional concrete screws may be
required to ensure the maximum on center dimension is not exceeded.
2. 1 /4" ITW concrete screws anchoring frame and/or sill require a minimum 2-1/2" clearance to masonry edges, a
1-1/4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal
concrete screws from a different supplier may have different edge distance and center distance
requirements. Concrete screw locations at the comers and at astragal location may be adjusted to maintain
the minimum edge distance to mortarjoints. If concrete screw locations noted as "MAX. ON CENTER" must be
adjusted to maintain the minimum edge distance to mortarjoints, additional concrete screws may be
required to ensure the maximum on center dimension is not exceeded.
3. 3/16" ITW concrete screws anchoring frame and/or sill require a minimum 2-5/8" clearance to masonry edges,
a 1-1/4" minimum embedment and a minimum 2-1/4" clearance to adjacent concrete screws unless otherwise
noted by concrete screw manufacturer.
A
ASTRAGAL STRIKE JAMB
F SEE NOTE 2
0
SEE NOTE 3 N
3
DETAIL 1 .
Inswing configuration
LATCH 6 DEADBOLT DETAIL
SEE NOTE
HINGE DETAIL
NOTE 2
DETAIL I
Outswing configuration
NZ
Cz F
o CM
GO GO WGO
yam
z
o Yv
GO GO
SCALE. N.T.S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL-6142.4
SHEEr 5 ov
36,E
SEE DETAIL
2,
TYP. HEAD &
MASONRY JAMBS
OPENING
SEE NOTE 1
FRAME I ASTRAGAL
SHOWN FOR
REFERENCE ONLY
b 1 X BUCK
p SEE NOTE 1
SEE DETAIL
SEE NOTE 1
HINGE JAMB FRAME ANCHORING
Masonry I buck construction
NOTES
6"
1. 1/4" ITW concrete screws anchoring frame and/or sill require a minimum 2-1/2" clearance to masonry
edges, a 1-1/4" minimum embedment and a minimum 3" clearance to adjacent concrete screws.
Substitution of equal concrete screws from a different supplier may have different edge distance and
center distance requirements. Concrete screw locations at the corners and at astragal location may be
adjusted to maintain the minimum edge distance to mortarjoints. If concrete screw locations noted as
MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortarjoints, additional
concrete screws may be required to ensure the maximum on center dimension is not exceeded.
2. 3/16" ITW concrete screws anchoring frame and/or sill require a minimum 2-5/8" clearance to masonry
edges, a 1-1/4" minimum embedment and a minimum 2-1/4" clearance to adjacent concrete screws
unless otherwise noted by concrete screw manufacturer.
SEE NOTE 1
HINGE DETAIL
LATCH 6 DEADSOLT DETAIL
SEE NOTE 21 G) n
ASTRAGAL STRIKE JAMB
p SEE NOTE 1
0
SEE NOTE 2 N
3
DETAIL I
Inswing configuration
SEE NOTE 1
DETAIL 2 i
SEE NOTE 2 Q 3 w
v
0
0
V
z : z
DATE: 9 4 D8 z
scuE N.T.S.
SEE NOTE 1 M. BY. JK
CHK. BY. LFS 3
ORAMNG NO, DETAIL I
Outswhg configuration FL-6142.4 c
c
SNEU 6 OF 8 "
ca
NI
2.75"
3.7
10.7.
D o 0
6'8 ALUMINUM ASTRAGAL ASSEMBLY
By Endura Product
Q
n
19.63" Ti
T
67 SLIDE BOLT RODMATL. Steel
62 61
67 65
VIEW A -A
Aluminum Astragal Assembly
65 ALUMINUM ASTRAGAL
8y Endura Product
2.50"
63"
I 1.63"
I
q` TOP BOLT RETAINER
MATL: 9-3/4" Aluminum
0
T-
61 7OP BOLT RETAINER
MATL: 4-3/4" HDPE
scus N.T.S.
o". BY.. JK
crm. eY: LFS
FL-6142.4
sraEr 7 or 8
M
t
BILL OF MATERIALS
ITEM DESCRIPTION MATERIAL I ITEM DESCRIPTION MATERIAL e
A I BUCK SG >= 0.55 WOOD 20 FINGER JOINTED PINE FRAME, HEAD & HINGE JAMBS WOOD
B 2X BUCK SG>= 0.55 WOOD 21 POLYFIBER JAMB COMP. / VINYL
W. o
C 1/4" MAX. SHIM SPACE 27 LATCH STRIKE PLATE STEEL a - 0 o z
D 1/4" X 2-3/4" PFH ELCO CONCRETE SCREW STEEL 28 DEA•DBOLT PLATE STEEL 9 `o d
E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE
30 WEATHER -STOP 3647 HOLM INDUSTRIES VINYL o m "
31 OUTSWING BUMP THRESHOLD ALUM. 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
F 1/4" X 2-3/4" PFH ITW CONCRETE SCREW STEEL 32 VINYL DOOR BOTTOM SWEEP #3628 BY HOLM IND. PVC i o £
G 3l16" X 3-1/4" PFH ITW CONCRETE SCREW STEEL 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM. WOOD g 9
m
o s LL
H 1/4"x 3-1/4" PFH ITW CONCRETE SCREW STEEL 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM. / WOOD
1 1/4" X 2-1/4' PFH ITW CONCRETE SCREW STEEL 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 9 $
J/4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL 41 DOOR SKIN (MIN. 0.075" THICK) FIBERGLASS E u
K 9X 2-1/2" PFH WOOD SCREW STEEL 42 TOP RAIL CELLULAR PVC
L 10 X 2-1/2" PFH WOOD SCREW STEEL 43 LATCH & HINGE STILE CELLULAR PVC
M 9 X 2-1/4" PFH WOOD SCREW STEEL 44 LOCK REINFORCEMENT WOOD
N 3/16" X 3-1/2' PFH ITW CONCRETE SCREW STEEL 45 BOTTOM RAIL CELLULAR PVC
0 3/16" X 1-1 /2" PFH ITW CONCRETE SCREW STEEL 46 POLYURETHANE FOAM BY NAN YA POLYURETHANE o ce W
1 10 X 2-1/2" PFH SMS STEEL 47 CONTINUOUS LATCH & HINGE STILE REINFORCEMENT WOOD g28X3" PSH SMS STEEL 48 SNAP IN LITE FRAME ABS
v
i
3 FLUSH BOLT STRIKE PLATE STEEL 49 GLAZING COMPOUND DOW 995 SILICONE m chi
7 Q-LON 650 WEATHER STRIP SCHLEGEL FOAM 56 GLAZING SPACER ALUM. a w
8 COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM 61 4-3/4" LENGTH TOP BOLT RETAINER HDPE o94" X 4" BUTT HINGE STEEL 62 9-8/4" LENGTH TOP BOLT RETAINER ALUMINUM 0
10 9 X 1" PFH WOOD SCREW STEEL 65 ASTRAGAL BY ENDURA PRODUCTS ALUMINUM o
o
m
11 9 X 3/4" PFH WOOD SCREW STEEL 67 SLIDE BOLT ROD STEEL
17 KWIKSET KEYED ENTRY GRADE 2 STEEL
18 KWIKSET DEADBOLT GRADE 2 STEEL E
4.56" - I ^ j+ 4.56" —-I
N -
4.68"
I I
2.44" —I -- 2.13" 2.44" —{ 2.13"
31 OUTSWING BUMP THRESHOLD
20 HEAD SIDE 21 HEAQ&SIDEJambPolyfiberjamb 450'GLASS I" MIN.
BITE GLASS THK.
5.63"
49
1 /8" TEMPERED
GLASS
AoAIRSPACE
0q48GlOPTIONAL
DECORATIVE INSERT wrE: 914108
AIR SPACE srN.e N.T.S.
DM. BY: X
INSWING INSWING
1 /8" TEMPERED
56
CW E , LFS
ADJUSTABLE THRESHOLD 34 ADJUSTABLE THRESHOLD GLASS
DRAWING N0:
FL-6142.4
GLAZINI DETAIL
SHEET 8 of 8
jorida Building Cdde Online
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts publications FBC Staff BCIS Site Map links Search
USER:
Approval
PPublic user UUU IA J l UUU
Lst = Lai '
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed the
Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
0
1-R4
n Window Systems Inc.
SW 44th Avenue
FL 34474
368-6922 Ext 207
LaFevre
el LaFevre ##
SW 44th Avenue
FL 34474
368-6922 Ext 207
vm(&cws.cc
Ralph Emminger ##
1900 SW 44th Avenue
Cu in Window Systems, Inc.
Ocla, FL 34474
368-6922 Ext 208
Rol hOcws.cc
Vilir"1•do7 s
Single -Hung
I
Evaluation Report from a Florida Registered Architect or a Licensed Florida
i
Professional Engineer
Q Evaluation Report - Hardcopy Received
jl
Ro¢erto Lomas
PE162514
Keystone Certifications, Inc.
12Y31/2010
I
Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence ).' '
1 c u t • tic
ti..,.ih.,,.,w finrirlahirildinn nrn/nr/nr arm dtl.asox?oaram=w EVXQwtDquz9319/o2b4g-`.fdW3x°/.2W-z8EW521rrOOYGCB%3d[4/15/201O 1:21:27 PM]
Florida Building Code Online
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
iumt taryoti'PrOduc[s= ", ;..i
Bomber aster
4091.1 _ 8100 Vinyl Flange/Fin Frame S
Hung
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +50/-50
Other. 8106 Vinyl Flange/Fin Frame Single Hung H-LC50
76-)
I091.2 L8100 Vinyl Single Hung
1/I. S.2/A440- 05
Year
2005
18100 Vinyl Flange/Fin Frame Single Hung
Ir=staitatton Instructions - _
Verified By: Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
xiA?y'
Created by Independent Third Party: Yes
i ai— Me t Rail. Eo. lite and Oriel
units of Use
Approved -,for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design pressure: N/A
Other. SH-8100, 48 x 90, oriel, DP 45 PSF; SH-8100, I0 C 84,
q. Lite, DP- 50 PSF.
I091.3 8100 Vinyl Single Hi
imits of use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +67.5/-67.5
Other. SH-8100, 52 x 96, Oriel,. DP 67.5 PSF.
ias 62514
Third Party: Yes
Created by Independent Third Party: Yes
3100 Vinyl Single Hung Oriel w/ HD Meet_ Rail
Installation Instructions
Fj ,q i... 1 •,' 4 , C ` <,; 5 _ ram' .-s:i c; o :4._!_?« °,:s:;:.,i.k5
Verified By: Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
Independent Third Party: Yes
Deparb,jent Of Community Affairs
Raridit &d1ding Code Online
Coifes and Standards
2555. hI r rd Oak Boulevard
Talimassee, Florida 32399-2100 850)
489L1824, Fax (850) 414-8436 2000-
2010 The! State of FForida• All rights reserved. i ('
comer Service Survey I Contact Us gjyacv
Statement I ;I i3SSS 51 ! Plua-in Softtrare I Pied'
ct Approval Accepts: 1491
w ':.heck 0 htin://
www.floridabuilding.org/pr/pr_aPP_dti•asPx?Param=wGEVXQwtDquz931%2b4g5;fa1 J3x%2fpCz8Ew521rr0oYGG8%3d[4J15/2010 1:21:27 PM]
L. Roberto Lomas P.E.
1432 Woodford Rd.
Lewisville, NC 27023
336.945-9695
Manufacturer: Custom Window SyStems,,l[ne.
1900 S.W. 44" Avenue
Ocala, FL 34474
Product Line: 81o0 PVC Single Hung —Non-Impact resistant
Compuence:
The above mentioned product has been evahiatecd for'corrppiisnce
Community Affairs for Statewide Acceptance per Rule 98-72.0701
requirements of the Florida Building Code.
Supporft Technical Docunm ttrdion:
1. Approval document drawing number CWS454 Revision
sealed by L. Roberto Lomas P.E.
2 Test report No.: NCTL 210-3522-1. signed and seWed by
National Certified Testing Laboratories- Orlando, FL.
8100 PVC SH, Frame Instattatian.
AAMANVDMA/CSA 101/I.S.2/A440-05
Design Pressure- t50.0 psf
Water Penetration Resistance: 7.5 psf
3. Test report No.: NCTL 210-3522-1A, signed and sealed I
National Certified Testing Laboratories. Orlando, FL
8100 PVC SH, Fin Installation
AAMANVDMA/CSA 101/I.S2IA440-M
Design Pressure: ±50.Q psf
75
Engineering Evaluation Report
Report No.: STOMA
the requirements of the Florida Department of
od 1(d). The productfisted herein complies with fib
PVC': Single Hung, prepared, signed and J.
Ferrara P.E. Gerard
J. Ferrara P.E. Water
Penetration Resistance. • I and sealed by L. Roberto Lomas P.E. 4.
Comparative analysis, report number 510150-18, t signed seated
by L. Roberto Lomas P.E. 5.
Anchor calculations. report ruimber 510150B, pre patedi, !S UmjhWons
and Corrdlfions of use: Maximum
design Pressure: t5O- Qpsf Maximum
unit size: 53 Mr x 78' Maximum
D.L.O.: 4711/18' x 33 IIII(r Units
must be per ASTM E 1300. This
product is not rated to be used in the HVH2 Inwind borhhe debris regions. This productisnonampactresistantandrequiresimpact,protection Frame material
to be white rigid PVC per, N.O.A. W1220' 01. lnsWistyon: units
must be installed in accordance witty approval document, CWS-154 Revision B. Cerd#cafion
of hhdependence: Please note that i don't have nor will acquire a fmanaW interest in any company manufacturing or
distributing the product(s) for which this report le being issued. Also, I don't.have nor will acquire a f'inanciaiinterestinanyotherentityinvolvedintheapprovalPMMofthefistedproduct(s). 1of1 FL
Luis R. .
ma SM14
SHOWN W/ DIFFERENT OPTIONS) 1, THE PRODUCT SHOWN HEREIN 18 DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA
BUILDING CODE, CURRENT EDITION.
MAX OYEitALI
2. GLAZING OPTIONS: (SEE SHEET 3)
FLANGE WIDTH MAX OVERALL
53
3. GONFKiURATIONB:'O/X".
51 7!5' MAX. UNIT WIDTH FLANGE W10TH
4711lie, GLASS 0L0 5174, MAX. UNIT WIDTH 4. DESIGN PRESSURE RATING (SEE SHEET 3):
p t me, OLA88 OLO -
NEGATIVE DESK LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
OSITIVE:DESK LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE
AND GLASS CABLES ASTM E 1300.
62 112'
Q 83.]CL MAX, 6. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED W THE DESIGN OF THIS
GL ASS OVERIL. FLANGEALL O PRODUCT. SEE SHEETS" FOR ANCHOR DETA
HEIGHT GLASS 8. NOT APPROVED FOR IMPACT RESISTANCE IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WINDOLOBORNEDEBRISREGION.
UNIT 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL .IOINT SEAM SEALANT USED AT FIXED MEETING
X 331Ine• GLASSM'0A'x' V 277 3fI RAIL AND JAMB.
GLASS
DLO /`
HEIGHT
DLO 8. REFERENCE TEST REPORTS: NM-2104622-1, NCTL-00.9522-IA
I. SERIES/ MODEL DESIGNATION S"100.
O
10. WOOD El= OR STUD FRAMING TO BE DESIGNED AND ANCFIOREDT 0 PROPERLY TRANSFER ALL
GLASS LOADS TO STRUCTURE. BUCK OR FRAMING IS RESPONSIBILM OF ARCHITECT OR ENGINEER OF
RECDPM'
0).Maw S HI SASH ORIEL
EQUAL SPLIT 11. THS DS•.°G!'ATIO!! X AND O STAND FOR THE FOLLOWING: X e OPERABLE SASH, o . FIXED sAaH
IL SECTION CALLOUTS FROM EOUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR
r.— 53 IV — M j" — LOCATION.
MAX OVERALL Winn rcmr
FLANGE PLANGS WIDTH _
517Ar MAX. UNIT W1on 51 7Ar MAX. UNIT WIDTH
4711/IV GLASS DLO --A4711/1W GLASS DLO
S,LLL 17Y511RLL
OfJG LOSS MF fi
R9 1 /tIM
4 x 2OLO 8BASH T
4 X 60/
40 SPLIT ORIEL 4 HI SASH ORIEL TABLE
OF CONTENTS K
i.• • `
v•+ rs' . 000
SW 44TH AVE. FLORIDA
34474 GENERAL
NOTES 8 ELEVATKNNS.....1 f •e
ANCHORSCHEDULEaNOTES.........2 c• 8100
i2/i8n008 DPCHARTS6GLAZINGDETAIL .....] SECTION-
VIEWS S ALT FRAMF ,...4 EMU91ONS
S B O.M..... ....5 tom
Tw1
NPUMMI'M 00WAH o DRAWOO a PwPMTY of P Pvo,
smLE HUNG CWS i MISTALLATIONDETAIL— ..
84I WNDOWsysTgl,Ie.wa.w+r Piwnuo aMNPAnTOAASAwta cwmran WPJr
EN PFlpASeION Of cus7aa W MIOOWBY81'EMe.IVC. ,8 PPD/gIIED. e 8 COPS r•
aa••4 '%*
Y
TE 2 A
4'
MAX
T'R)
S. MAX
INSTALLATION
ANCHORS TYP.
NOTES:
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.
2. SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS, MAX. ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS
WHERE SPACE GREATER THAN Itir IS PRESENT.
3. LOAD SEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED,
4, 31t8' DIA. ELOO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4' INTO MASONRY THRU
FRAME OR THRU I BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 IM' SHALL BE ACHIEVED.
S. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 WS' INTO 2 BY WOOD SUCK.
9. /S WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MW. EMBEDMENT OF 1 V2' INTO 2 BY WOOD BUCK FOR FIN
INSTALLATION
7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT.
S. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING.
9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW,
W. INSTALLATION ANCHOR CAPAGI IES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIEg
A. WOOD - MINIMUM SPECIFIC GRAVITY OF 04.42
S. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3200 PSI.
C. MCASONFIV - STRENGTH CONFOFNANC£ TO ASTM C-44. GRADE N, TYPE 1 (OR GREATER).
PVAF; PMA>aoo6-MZmx
A• , {% is
y/
5
SW44THAVE.
B100 ' @ 12/1tif2008
P.B 62514
4 SMDLB HUNG . C1N8-15
T.
i . B 2 OF 8
all, A
o.
7.
m t.
aw• vvtnwcL
1/8' ANNEALED GLASS
14AIRSPACE 1/
8` ANNEALED GLASS E
S+
P OVERALL Stir
ANNEALED GLASS S/
r AIRSPACE MW
ANNEALED GLASS or
NOTE:
1.
IF SIZE INTENDED IS NOT SHOWN, USE
NEXT LARGER SIZE. 3/
4' _OVERALL 314•_OVERALL_ _ .. . 1/
8' TEMPERED GLASS 3
B.
p GLASS fF1/2'.AGiBPIiCE _ yB„ AIRSPACE 1/
W TEMPERED GLASS 3/18' TEMPERED GLA88 BLABS
TYPE C GLAMTVMD 0
N'' •• ." ::
900 SW 44TH AVE. v ,.
4.,
FLORIDA 84474 C
to ,,IY b100
12liB1E008 NW
w LeiP e _ PVC SINGLE HUNG 18 JY
REPROOIJCTION N AART ql b A .. $ OF 8 UBTOMWN•OW 6YBTE#N. NG q PK>tee1' "' • B
r
I
FJ
OVERALL FLANGE WIDTH
lanm- I HOMAN nowM:LEFrm"T
44TH AVE. A
IDA 34474
NOTIES:
Be • F.gWPLSOR
SS. 56.64,67, Be ARE USED UM NOT' Of
SHOMM FOR QLARRY.
ME LPAPCSMILEHUM
Ow MTVft Mt AW IMKWORABA P. I
rEm Pmmsm OF ct" Woo"
4- 741 Ar.
RI Parts EBAIWXMM 3t/e' 2311e' .
trte' s
Ir1
lSle' t sr SASH
STM. RAIL-6028 00RRWEW(ALL$WSJ PVC
SASH MTG. RAIL-6027 NE
Lav4• PVC
FRAME FIN-6026-15-
0116 ,• e
REINF.
FIXED MTG. RAIL-1499 1
ALUM 6063 T•6 t T/tM SCROM
R WITH 211116, 4
PVC FIXED MTG. RAIL-6001 t 0 REINF.
SASH
MTG. RAIL-/ 497 yte Ar PVC FRAMEFLANGE-6031 ALUM 6083 T-6 7 11-'
I
unune n o ens PVC GLAZING BEAD 6016 1BflC ru
vrl
v,.r ALUMINUM 6083-
T6 1 II11/
iC i-ialiJr _ &
e' tA' -
3g _ ye• T JI,,
PVC SCREENSUPPORT - 6014 i tM
3/r
tbFf PVC SASHSIDERAIL-6004 ttre PVC
SASH STOP-6029 y4. t PLAN
VIEW OF t/r ANCHOR
CLIP 42. 43, 49, $0. 87.81 ARE NO7 y1e• USED ON
THIS PRODUCT REIN . S.B.
RJS.S.R..1498 PVC SCREEN CATCH - 6013 OED P, ANALYSIS ALUM 6063 T-
6 DA D PERRNEW FBC R REtaENTs /07 l 11 A/
Y . w. .ram
4: `,
e e • .. 81M 44TH AVE. FLORIDA 34474 y'
SCREW SUPPORT-
3119 ;•
o ,. -- e 100 nlawrraw.
a+carr
on wm e cOF _PVCSbdfUHIM W010MSOTAiMS.Pro.AWAPACCLOTION«
PARTORASAW110Le :CWBi84 wmrreN PCMx630"
OF
CUSTOM Womw SYSTEM W - is PROHNT . :r 'yZJ ' . y' 8 8 OF 8 3 r, r.,
w w In r
HIMM-00W.
Fillt L 8 SashPVC
t
c
1
td 4
s
r< Ti—
w 1!
r< 00
8 E
ONDIIILLL..---
a w
3ippIq
7:3W 70a .1 ,
rs:. a 0x.
6 -. Ali
3 3 _ , x,
0270 x. 8
37 7 xttA00
d376B 00 10 '
21i as P 1W
x1 n L x L c
t Hallp
48
e
ur., x ' x 11 P-3881
Tem P Max54 Suh see
shootieei
t t
8 er
s.e ix
la TabF1fi028Fr
8
w n Screw u r
fr lcpat'c1aE
BEE NOTE a • 3 ON BHT. 2) IN' MAX Sw 1
M EMBEDMENT)(BEE NOTE 2 3 (MIN EMBEDMENTI
1 BY WOOD BUCK CAULK SETWERN SUCK A •s •
ON BHT, t)
BY OTHERS AND OPENNG BY OTHERS 2 m • •
ANCHOR •
MIN EDGE DIST.) A % CLIP ' o. A• A INSTALLATION ANCHOR.
1 Vr •
INSTALLATION ANCHOR, ANCHOR • N0 WOOD SCREW
BY OT HEOON0RET1 F M1ASONRY (MIN, EDGE DIST.)
A • 3/111' DIA. MASONRY ANCHOR. CUP
P•
0 •
a• • •
0• •
S •,
ti •p 18VWOOD SUCK • • i EN SLICK e
a AND OPENM BYOTHERS 4BOTHERS a ° •3 • 6 P6 • 6 P • • 6 (AM EMBEDMENT) A • • • • A O• .••••••• • • • ••• A• •A•
A
p • • ' a BY YV000
BUCK u •' 1/P MAX
SHIM • • •
O • A SYOT a B 3 men
p' p EXTERIORBY
OFMNSN 1
A ,''
v ; A' ; CONTM
ON PERIMETER CAULK CAULK BETWEEN
BUCK A a • p BY INSTALLER VANCHOR
AND
OPENING BY OTNERBCLI•` • ; • • • o• • p s • A •• • FRAME PSEYRIM
CAULK •a01• I
A .a WINDOW FRAME • wi• PERIMETER
MAX InR• INSTALLER P. 1 -11
f THEM - INSTALLATION ANOMM
n4••.! -0e BY INSTALLER 3/16'DL4k MASONRY
ANCHOR. Blf1E)H R-fI N HORIZONTALSECTION BY OTHERS HORIZONTALSBOT]
N
CUP IMASONRV) CLIP wow
ANPHOR lonov_ru MAUL
BILL
INSTALLJITIONMANIA 3+
18 'DNA-MiMANANCHbmPERIMETERCAULK _ 1/4'
MAX SHIM BY INSTALLER VNOTE 2
A 3 BHT. 9) EXTERIOR F1NL91i
a• r.
r p,. s . BY OTHERSINSTALIATION ANCHOR, p •
WINDOW FRAMEVI(r
DIX MASONRY
ANCHOR, P , • r p p •
r • • p • C p (
MIN EMBEDMENT) BILL . fir• •p, 4 •
p p p so ANCHOR 'r0. • i • • p
sr •
er • •pr • e PERIMETER CAULK CUP •r •
r r i . too C . ` •pr
BY
INSTALLER 1/4'
MAX SHOW
ap (sN Nora a
e a S SM ON BHT. ALTERNATE PRECAST
BILL DETAIL T ( RY) r o` &
FEIC a
RE rre s . 1 BY WOOD
BUCK
S • . By OTHERS • I •
r , / . 1, w / d'RJPC'
i+i S1i.1F .+b i' • i ' i . • • • t
1 1N' .t i W 4tTH AVE. r•a•. s .• - , • . • .: : •' .'i • . ' • • 6MBEDLN<ENT)
2' •• RMIDA
34474 r •.
Q 1rY ,. , , ' • l' .. ,
s
Lft EDGE
0181.) '.' ,• ~ ,+ E100
1a1Ni/zDos r .. •. YERTICALSECTION Ems. TARYAi.
1i.
00.
r'G.CL PVC HumCWf3.184 ON(,R%PJMAEOMRY iMl
NId1WTDNOOWANW N THIS CRAWNO It no am ... -__• . CUP (MA60NRY WMDOW 3YSTEM3.
Na Aw REPIIODWTIOM N PART OR AS A aLs Y • '. • B 8 OF
E
WRITTEN PER ADSION OFCLOTOYWIDOWavellmmmO
BYOT Lim
DRYWALL ERaEMBEDMENT) MIN. EMBEDMENT) DRYWALL
WTWEENSUCKMOPEfIDByOTHERS
BY OTHERS
CONCRETFJMASONRY yXj r
BY OTHERS
114•MAX$HW iN•VAX SHIN
BEE NOTE Y A e ONSET. Y) (SEE NOTE 2 6 3 ON SET. Y) IF
BYOTHERB
CAULK UNDO SCREW
HEAD BY WALLER
EDGE OAST.)
INSTALLATION ANCHOR, 3118• DUL • •
MASONRY SCREW wNEOPRENE • A A
DWALLATION ANCHOR.
MIN BACKED WASHER THRU SCREW • • 4 4
1 #10 WOOD ANCHOR
i SUPPORT • O WMEOPRENE BACKED
THRU SCREW
iCONCRETEIMASONRY
BY OTHERS
V•r EMBEDUMMIN • u • ' SUPA OR
A 1
4
NIGHByOTHERS
MN EDGE OIST.) .;' •'
1 ~
BY WOOD SUCK
A BY OTHERS
Ta• MAX SHIM i k i
SEE NOTE Y A S ON SHT. Y) JAMB PERIMETER CAULK CAULK 18MY SUCK
PERWHTER CAULK 1 BY WOOD BUCK PERMETER CAULK BY INSTALLER AND OPE4TN0 Sv OTHERS
BY WALLER
CAULK UNDER SCREW
BY OTHERS BY WALLER
EXTERIOR F04SH
HEAD BY INSTALLER
EXTERIOR F1WSN BYCITHERS
WI Pf:NMH f ORMONTAL SECTON
DAD TIO
BEM FRAME (MASONRY) FN ME
MMAAWWWWOOD)SECTRONBACKED
WASHER THRU SCREW' SUPPORT
I4ST'
AS.LEA 1
MDOWFRAME - MASONRY SCREW.
24PIRrESk a8 WASHER
THRUSCREW DOW FRAME
BY WALLLLER6/1RAX 114E MAX SW4 BEE NOTE
Y 1111 ON aHT. WIN WEROR
F*
NOSH p • •p • , • • • .p•
p CAULK
UNDER
SCREW HEAD BY
INSTALLER DD BY
OTHERS • p , i
e p . Y •C . ` p 1,aGi NBTALLAtm Amowk,
yi6`DIA. ' p , . 0 • p p , ,-- MINEMBEDMENT) MASONRY SCREW
wmEOPR£NE BACKED W
ASHER THRU SCREW p • b. • • p . e p p • p . PERIMETER CAULK
SUPPORT p•
p..
o .
e s•p.. i e o : • .. • . P e
pr :
LERSYINSTALSup• •
p
p . • p • p . e p • EX OTRIHO •
STOOLBY
OTHERS
Cpo BF/MALTERNATE ERNATE. PREGAS7 SILLDETAIL (MINO EO P. C MW— r .•!: By F3W48lMASONRYI
UPDATED
Rok NEW PSC REWREMEWO 107#007= USE SOLID WOODSUPPORT
1 4w BILLLEVEL
TOOTHERS 900 AVE:-'* Q
L I• (MIN. EMBEOMENn
aye FLORIDA 3"
74 OONC iETFifMASONRY RYOTHEPIS
Y trr
MN.
EDGE DIST.)
C 9 ' a• Y' r
B1DD
1?
I18IP008 M STRENGTH _ 19TRLCTURAL
VERTICAL SECTION
FIIOFRTARYAAADolbdWnAL nq 9440FMtMN
DOWANFD
IN 7M DRAWM 0 YHE So PVC SINGLE HUNG
p 4 Amp",,
CWST54 GROUTBY OTHERS
FRAME ( Wmm SYSTELB. "M ANY R94000UDTIONDOW N PW OR AS A WWTTEN ER A36M OFCLEMMWNBYBI'E•IC. IB •B. PRIORY A y, B ' 7 OF
8 a•--
b ..
SHHATHING
By
t1w
LION EMBEDME"
EByXT
868ND RN
2 BY WOOD BUCK
CAULK iK>< BY anow
W04DOW WRAP• ANCHOR, INST#
111WOODBYWTALLER SCREWALLATION
PERIMETER CAULK
BY INSTALLER 114' MAX SHIM
SEE NOTE 2 A 3 ON BHT, 2)
WINDOW FRAME
HEAD
FRAMEVOW
CAULK BEHIND RN
1/4' MAX SHIM
SEE NOTE 2 & 3 ON BHT. 2)
BY INSTALLER
PERIMETER CAULX 2 BY WOOD BUCK
BY INSTALLER VY OTHERS
WINDOW W
By A
INSTALLATION ANCHOR,
EXTERIOR
LIB WOOD amsw
By OTHERS
SH MIN EMBEDMENT)
BY OTHERS
VERTICAL BECTON
1/FIN(WOOD)
lie MAX SHM
Ug NOTE I & 3 ON BHT. 2)
INSTALLATION ANCHOR.
N WOOD SCREW
L= MIN EMBEDMO(r)
SHEA
By 6M
r.
EXTERIOR RNISH
BY OTHERS WINByIll
CAULK BEHIND FIN
BY INSTALLER
POW
BY IV
D V2!!LAL SECTION
WOOD)
WINDOW FRAME
JAMB
AITH AVE
0RIOA 34474
ell 00
a
12118=8
Florida Building Code Online
8CIS Home Log In User Registration Hot Topics Submit Surcharge Stats i& Fads Publications F13C Staff 80S Site Map Links Search
3i F I EProductApproval ./,[ Q'
USER: Public User aim / , +
a WWW J FFF333 fffJJJ U rY
roduci Aooroval Menu > Produc'_ or Aopl catton, Seaich > Application Detail
FL # FL4093-114
Application Type Revision
Code Version 2007
Application Status Approved
Comments
Archived I
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474 j
352) 368-69221 Ext 207
Authorized Signature Michael La Fevre
mlafevre@cws.c
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Michael La Fevre ##
1900 SW 44th Avenue
Ocala, FL 34474!
352) 368-69221 Ext 207
MLaFevre0cws4
Jeff Thompson
1900 SW 44th Ave.
Ocala, FL 344741
352) 368-69221 Ext 221
Category Windows
Subcategory t
Compliance Method Evaluation Rep
Professional En
0 Evaluation
Florida Engineer or Architect Name Who developed the Roberto Lomas
Evaluation Report
Florida License PE-62514
Quality Assurance Entity Keystone Certii
Quality Assurance Contract Expiration Date 12/31/2010
Validated By Steven M. Uric
0 Validation l
Certificate of Independence
Referenced Standard and Year (of Standard) Standard
ht:tp:t
from a Florida Registered Architect or a Licensed Florida
eer
sort - Hardcopy Received
PE
Inc.
Hardcopy Received
Year
1KE73j %2fA%3d[4/15/2010 1:25:20 PM]
Florida Building Code Online
05
ved.
i Customer Service Survey J Contact Us
3d[4/15/2010 1:25:20 PMJ
2005
L. Roberto Lomas P.E.
1432 Woodford Rd.
Lewisville, NC 27023
336-945-9693
Manufacturer. Custom Windcry l Systems
1900 S.W. 40 Avenue
Onla, FL 34474
Product Urn: 8100 PVC Fixed Window— Non -Impact'
Comptlaurce:
The above mentioned prod has been evaluated for compliance with the
Community Affairs for Statewide Acceptance per Rule 9B!72.070 method
mquirements of the Flaw Balding Code.
auP1Pwrdrr9 Technical DocumerrtaU%ffI-
1. Approval document- drawing number
prepared, signed and seeded by L. RC
2. Test report No. NCTL 210-3475-1 sig
National Certified ruing Laboratorie
AAM AJMMAJCSA'101/I.S.2/A440-0
8100 Vinyl Fixed Picture Window Tk
Design pressure: #
Watery penetration resistance:
3. Report No.: NCTL 210-3475-2, sign
National Centifeed Testing Laboret
AAMNWDMAICSA 401/i.S.2/A440-0
8100 Vinyl Fixed Picture Window (Fri
Design pressure: 3
Water penednatiort resistance 2
4. Comparative armlysis, report number,
5. Anchor calculations, report number 5
Umf doers and Candidors of row
Maximum design pressure:
Ma)dmum unit size:
MaXiinu n D.L.O.:
Units must be glazed per ASTM E 1
This product is not rated to be used
This product is non -impart resistant
Frame material to be white rigid PVI
NS-234 RevWon 8 tiled -I
mto Lomas P.E.
d andi sealed by Gerard J
Orlando,i; FL
IEvuluution Report
Report No.: 510482A
drements of the Flo ida Department of
The product listed herein complies with
PVC Food Window NorOmpact,
Installation).
10.opsf
I.Opsf
I seated by Guard J. Ferrara F. E.
Oriand%a : FL.
no instaMon).
x 96'
x 94'
P.E
d, signed and sealed by L. Roberto Lomas P.E.
signed and seeded by L. Roberto Lomas P.E.
s HVHZ.
esquires impact pm*c Wn
N.OA: 08-1220.01.
InsWf don: Units must be installed in accordance v th approval do
Cor f=ftn of IndWwWarme: Please nc a that I dw't have nor well
manufacturing or distributing the pmducKs) for which" this report is being
6enancial interest in arty other entity imrolved in the app vvd process of th
1 of 1
wince borne debris re eons.
CWS-234 Revision B.
x a financial interest in any company
Also, I don't have nor will acquire a
product(s).
PICTURE WINDOW ELEVATION ((NON -IMPACT]
85 114' MAX OVERALL FLANGE WIDTH
se MAX L*dT WIDTH
IN
TABLAOFCONTENTS
GENERAL NOTSS & GLEVATIONS.....1
ANCHOR SCHEDULE & NOTE& 2-6
DIP CHART & GLAZING.....- ..............7-0
SECTION VMS .............................. '..... 9
EXTRUSIONS 6 6JO.M ...... . ................ 10
WALLATION DETAILS ................ 11-12
Al
or
GLASS OLD
PVC biatEMPACT RMWIREMEN1,
1. THE PRODUCT SHOWN HEREIN 19 DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2007
FLORIDA BUILDING CODE, CURRENT EDITION,
2. GLAZING OPTIONS: (SEE SHEET 7.5)
3. CONFIGURATION: FIXED LITE '0.
4. DESIGN PRESSURES: (SEE &40T 7-8)
NEGAINE Mm LOADS SAUD ON TESTED PRESSURE AND GLASS TABLES ASTM E 13M
POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURES
AND GLASS TABLES ASTM E 11300.
S. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT SEEN USED IN THE DESIGN OF THIS
PRODUCT. SEE SHEETS 1142 FOR ANCHOR DETAIL
NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND
BORNE DEBRIS REGION.
7. ALL FRAMES FULLY WELDED.
S. REMPENCE leal REPORIS: NGIL-210-30", I Vei
10, SEAMS/ MODEL DESIGNATION PW-Bioo.
I I. WOOD BUCK OR 8TUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL
LOADS TO STRUCTURE, BUCK AND FRAMING 19 R&SPOI41501-11TV OF ARCHITECT OR ENGINEER OF
Atoofto.
TH AVE.
NON'IMPACT
AAJ Pff, IwIftm
a ff": I OF 12
am
r MOLX I r MAX G.C. 4' MAX r MAX Oc
MFPI (Tym (TYP)
a, MAX --- FT
41 MAX
TYPI
Is, MAX ac, a, MAX oc
C x
1. INSTALL ON$ ANCHOR AT EACH INSTALLATION LOCATION,
SHIM AS REM AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS, MAX ALLOWABLE BMW STACK TO Be 1/4'. USE
OHM WHfiR8 SPACE GREATER THAN lfIfqkPRESENT, -- ------
3. LOAD EsARva sKm sHAu BE CONSTRUCTED OF HIGH oEw& "Tic OR sEMOL WOOD SHIMS AM WT ALLOWED.
4.3f1r Do. BLCO TAPOON MASONRY ANCHORS MUST BE OF SUFF10EW L214TH TO ACHIEVE A Vft EMBEDMENT OF I 1/4"INTO MASONRY
THRU FRAME OR THRU I BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 9 1 C SMALL BE ACHIEVED.
5. #to WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 117 INTO 2 BY Wow SUCK.
S. AS WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF I Itr INTO 2 BY WOOD SUCK FOR FIN
INSTALLATION
T. SEAL, CORNERS WITH SMALL JOINT BEAM SEALANT.
S. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATINM
Q. INSTALLATION ANCHORS SHALL BE IN AOCORDANCS WITH ANCHOR PAANUFACTURER13 INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW.
10. 04TALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE S"EO ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES:
A. WOOD MINIMUM SPECIFIC GRAVITY OF 04A
B. OCWMU - M*dMUM COMPRESSIVE STRENGTH OF 3,200 POL
C. MASONRY - STRENGTH CONFORMANCE TO ASTM 0-90, GRADE N, TYPE 1 (OR GREATER).
Il
961ON PRESSURE TABLES f 12/180%
ERNEWFBCREOUIReMENTS
AVE,
A 3"74
rper—l", Aki I?-- Ivialm
t5LC
MAX
MP)
RVOI&ADILPEONAL INS:
21r X SW TIP (24.7T X 37.25, DLOI
21r X 443'TtP (2&7V X 43.2r DLO)
Swxsr TIP (2&7rxw,?roLo)
Or X I W TT fWV X MIW MG)
A! MAX lf MAX- O.C.
ryp)
le MAX IC MAX 0&
ryp)
40OO
14:
n
C MAX k%X O.C.
M (TY71M- (Tvm-- r wix mp) -
r MAXrrwm
rNOTE-.
m
i.
SEE SHEET 2 FOR DETAILED ANONOR INSTALLATION
RMAREMEWO 2;
Tww-fma OR CLIP - MASOMWMWD- OPENWM
3.
MAX OVERALL SM. MUST NOT rTHE
MAX OVERALL UM OF PtECT W*
WCWS ON SHEET 1. ic
MAX O.C. mm,
1
IC MAX O.C. f
MAX ryp)
112
Lim
Tw:
14
AVE.
ic
1y
j OA.
MAX",MAIC
TYP)
nwm
ir MPLA
Typ)
NOTE:
1. BEE SHEET x FOR DETAILED ANCHOR
WSTAL-L-ATION-REOMEMENTS
2. THRU FRAME - MASONRY/WOOD
OPENING.
MAX OVERALL SIZE MUST NOT EXCEED
THE MAX OVERALL SIM OF RECTANGULAR
WINDOWS ON SWEET 1.
A It ibnAvcr% n;iQlaN onasm11RE TAALEB
411TH AVE.
e c . A. SMI%tbA 3"74
Ca
i44 Yf
r
AVAILAN OVAL SM
28' X 38.6' TIP (24 78' X y7 q8' DLO>.
28' X 44.6' TIP (28,75 X 43R6" DLO)
Mr X Sr TIP (28.76' X 6M76• DLO)
X I Ur TIP (4276' X 108.7G DLO)
1Co0o..
4 C.C.
C MAX
T'P))
i_MAX
MAX. QC.
Tp) {)-
inikum
MAX. O.C.
Tro)
F—
C MAX
TYP)
I 1 CTYP1
T — —
TYPI
MAX
NOTE:
1. SEE "ET 2 FOR DETAILED ANCHOR
INSTALLATION REOUn)EMENTS
2. THRU NAILiNO PIN WOOD OPENING
8. MAX OVERALL SIZE MUST NOT EXCEED
THE MAX OVERALL SIZE OF RHCTANOULAR
WINDOWS ON SHEET 1.
P
iF tiB SW 44TH AVfz.
e°e . e I •' .ALA, Ft.ORIDA 34474
MN ANCHOR
1-
FL f 4B, N0. 92514, el ,j
t ? .
ob
r `.
1t. n a,P 4t
1
1P/10f M
MAX O.C.
YP)
MAE=
TYP) jivy)
Imum
a:
T
NOTF.--
i. SES SHEET 2 FOR DETAILED ANCHOR
NSTALLATM REQUIREWZMTS
2. WIRU MAILNQ M - wow OPENING.
3, MAX OVERALL UM MUST NOT EXCEED
THE MAX OVERALL 820 OF RECTANGULAR
WNDOWS ON SHEET 1.
I"W aw "TH
FLORI
AACH.
sloc
OnT
0
IWIwam
mnr;t low Kum
on UMMMOOMKUA
MaUmKumvm=mGMxKmAd
tw wto m
n
e .
NOTE:
1. IF SIZE tNTENDED 18 NOT SHOW.
USE NEXT LAROER SIZE.
r U4' ANNEALED —I j+— W16' ANNEALED
V&' ANNEALED
dt M IB00'SW 44TH AVE.
s pLA,FLORIDA 34474
PV FIRED UTI
yy •y.
70
N y
1 vi
t2/1l/200tt
pono-for units-clazed-with. IOU. 311_G"_ann.Typq -F or-IGU 316" snn.])T_!_Q064gla
Panel width In
2 24 36 48 52 so 76 84
12 t50 60 L60 60 60 11W m 150
is Ed- tw tw- 90 tw- iso'. i60- t%
24 too iso too 60 601 i60 i60 too
fir - iso so 160-
42 tso too 00 t6o 60 60 60 55
48 i60 60 i60 60 t60 60 57.5 55.1
so 160 W 135 w w W t52 bw
72 60 t60 t56.9 t54 i ±46.1 t4213im
Ifs0 I t60 t56.2
t59,.1
t55-1 t52,6 t49[—W.9 36.6-
98 L 160 160 48.8 t45.9 t45.81 43.6 1 05.8
3/4' OVERALL
3/14r ANNEALED
SW AIRSPACE
Wir ANNEALED
a FL. P.lL N; N0.4w
NOTE:
I. In SUE IMTEMXD 19 NOT SHOW,
Y4* OVERALL USE NEXT LARGER SIM
Ifir ANNEALED
Itr AIRSPACE
lAr ANNEALED
7/8' OVERALL
Wir ANNEALED
W AIRSPAGG
311W ANNEALED
N AVE.
AIDA W74
rot'. wimm
c;ws-n4
B Tt 8 OF 1-3
UNIT WIDTH
NOTE:
ITEMS 011-14 ARE
NOT KNOWN FOR
7 'Co- -W
L
FLPJLt4W14
I g 17 -13
SLIT A
UPDATED DESKIN PRESSURE®
UPDATED PER NEW FOC AEOUIRi
Vil 07W %
44TH AVE.
11FLORIDA 34474
1 1 H-6001 Fr., PW Main, Head, Ft
2 H-5031 Fr., PW, Main Sill,Fk
3 H-6WI Fr., PW, Main L Tb.,
4 H-6031 Pr., PW, Main K lb., Fig
5 S-6012 CIL Ed., Pxd. 3/4" O.A.1.(1
S-1504 liAnchorClip8
P-3752 Cap Plum 1/2" Hole 9
P-3438 Hot Melt, TruSeal, "H" 10
P-3352 Set.Blk 85Dur. 1/8" x5/8" x2" Lg. 1
I P-3684 PW -83M Gutd Cert. label, NF'RC Tab 13
P-3881 TeaVomy Lbl ClD 14—
P-361- j L to a 15
aws Pnxd 16
H-6026 - -I Fr. -"a- PVr, Fin 17
P-3113 IScmw Sugpoct for PVC s
31ID
tne• Ilia,
t
i1 9 4 1 tX>
ti11EFWELD CALL
Volim s
unr 3 are• PVC
FRAME FLANGE-6031 PVC
FRAME FIN-8026 3rttr
1n
71lY
1r0• Q
vttr
PVC
BLAZING BEAD - S4M PVC GLAZING BEAD - S 6015 t
SCREW
SUPPORT - P-3113 A `
t j0 pD BYV "TH AVE wlorw
rAttrAtoaowoen '' • y TIE
NPOIi1MT1a1CpITMiD NflltM4IWNOr1M Wl8 MgPlIRYM 1 p1``j1 C .•'y ofNY
aerowevsN aePARMT °Ai+c aWMMS ri amtq P !
J 14 + • •
a
10
OR ti t 1'•' ,,
E1
61N1 A
DRYWALL BY OTHERS I By SUCK IAX
MOL EMBED 1
O S Dff RYWALL
BYO B
Y
y, ' y. 114' AA%91t0A lie MA% SF16A i• • •
ISEE NOTE 2 l S SKEET 2) SK NOTE t e a
ET 2)
CAULK BETWEEN BUCK DRYWALL
AND OPENING BY OTHERS BY OTHERS AND
CAULK
WBYM9RS ! •' F A
BY
8
WBTAIAAIIONANCHOR, 3MrDNL •
ooNDRBrE SCREW w/ NEOPRENE • • . WSTALlAT10NANCiIOiL
OD SGRIEW THRUai
MIN. EDGE GIST.
BACKED WASHER THRU SCREW SUPPORT 4 4 PRAM
SCREWJAMS: • JPPORT
v•(,
4 ' CAmSBUCK AND
GPsm BYBYOTHEIRS CpI1
RY M . • Y
rrli l .' BY
071rERe a ,
v
I" (
1.WL EDGE DA9Tj I
BY WOOD SUCK eY
OTHM 4 ~ CONCRFTF/
MA80NRY BY
OTHERS BEXrERIOR
FoamYOflrERB 4' MAX SW PeRBABTlACAULK
PEP ABTERaAWI BY
WBTALLER BY IIBTALLER LAXt BY WOOD BUCK SEE
NOTE t l t SHEET E) ASK. 6A8®AAeNT OBFINIBM BY OTHERS p
aERiAABTEq CAULK----- --- I ----- ----- EBYINSTALCAULKUNDERSCREWHEAD
BY WALLER WWDOW
FRAME HEAD
N ANCHOR, MIBTALLAT1pN
ANCHOR SHB'
DIA OONCRBTfi 80R DK
CT SEW R7HERwi
NEOPRENE ACKEIDASHER SUPPORT THRU
6CRENE SUPPORT WOW
FRAME CAUIK UNDER:BGREW 920BY
INSTALLER BY1N8T Aiti.
2A._._--- — - __ IRA' MO
SHIM r.r . — . __ .. -.
IbE$'TJ fE'Y•B-3 - - INSTALLATION ANCHOR,
t/IS'
DLA. CONCRETE SCREW iY04 BNEET MI
Id
NEOPRBSAOKCDWASHEREXiEOR RN BY OTHegB D
P • , , p' THRU SCREW SUPPORT(W rr j
1
D .
p . i
D .•B 6A000UND£R.80REW _,_
p Luse EMBEDMENT) HEAD
BY INSTALLER
p • •B . B p D F D p WWDOW FRAME_.. HIGH
STRENGTH STRUCTURAL
Ai D • p
D .
D . • • SILL GROUT BYOTHERS
D. PERIMETER 00BINSTAAUAR "
t
DET) YOTHERSEXTWOOFIBYFNIE
Y
8
UPDATED
DESIGN PRE88URE TABLE8lp 1QJ19I00 SILL STOOL
BY
OTHERS A
UPDATED PER NEW fBC REOU EMENTS 0i110R18 1 i :; 118E
SOLID WOOD SUPPORT TO VAKE BILL
LVEL A, •,• BYOTNERS 11
1LT'.11Jrt
CKINCRETe/MABONRY
44TI4
AVE d+ •
r•o•
AIDA
34474
A;R BYOTMERS
D
MPw a F ^ N200A1 r
D PwapINTACT/ AM
am&WmrmL = j Gt a - . NT t2 I YITHE *00MATKW CONTAPW N TM WWM 16 THS=A PfVMTV(W e L WOOOW 4"TBA& Pa AW WIR) M"M N PART ON AS A WIgt.A WWI FL. P.B. 14 ' B ' • S I OF 1:. wgrrtw PlMA391RA waAtTaMY000wtVE1FAm, A11G m PIIONwleet s ' o aT
n
lix
EMBEDMENT)
SYOTHERS
CAULK SEHM F{N w
wwSYWALLER
WMDOW WRAP t•
BY M78TALLER
EXTERIOR FMH
BY OTHERS
PBUMETER CAULK MI.
BYWALLER
WNDOW FRAME
ws Ow FRAtAE
il4" Ff.A%&HBA
SEE NOTE 9 A 9 SHEET 0)
PERJMETER CAULKBYwaALLER
W Z BY WOOD SUCK
EXTERIOR FO M BY OTHERS
BY OTHERS
RAP MTAUATIONANCHOR, BWVdMYNIALLR N WOOD SCREW ANCHOR MBi
ELISEDMKEHi) by
OIKM Y
BY WOOD BUCK BY
OTHERS WSTALLATON
ANCHOR. tF.
1 1W
MAX SHIM j
SEE NOTE 4 6 9 SHEET R) 1 —
WINDOW FRAME 1
dkssl
un}•:
niSYCiss wa•
TH
AVE. Z; „
a "1HlARIOA
34474 jY'.
F.' 1, a °
o
PVC L E. ign$M0a t
eaa r co MC.
1
DD h •
FL Pr /' {.. ; •i f4
i 0
11: 12 XI
rRO1M i1lD.-+ Pill
45914 Job No: 718849
Bid No: M 1422 5
AmERLICAN ENGINEERING COVER SHEET
f` BUILDE'RS SUPPLY
1801 7th SW, Winter Haven, FL 33880 — V 863.294.0611 — F 863.293.0812
Project: Leitzel Renovation Model Leitzel Renovation
Sold To: Scott Leitzel Ship To: 1908 Chase Ave
IotlBlock/Sub. , , City/County, Sanford , Seminole Co
Design Code Design Software Wind Speed
FBC2007/TP12002 Mitek 20/20 7.140 120 mph
Design Method: Roof Load Floor Load
MWFRS(low-rise)/C-C Hybrid Wind ASCE 7-05 141 psf 155 psf
This package includes 9 individual, dated Truss Design Drawing(s). Page I of 1.
Dwg No ID Seq No Date !Dwg No ID Seq No Date Dwg No ID Seq No Date
001 a01 29923 12/14/2010 11004 a04 29926 12/14/2010 JiO07 a07 29929 12/14/2010
002 a02 29924 12/14/2010 11005 a05 29927 12/14/2010 Jj008 b01 29930 1 12/14/2010
003 a03 29925 12/14/2010 IL006 a06 29928 12/14/2010 009 b02 29931 12/14/2010
William M. Ranieri, P.E. (Truss Design Engineer - Florida PE License # 42704)
Monta Consulting & Design of WMR & Associates, Inc. (CA# 9{{i 7)11 1 1jllll
222 S. Westmonte Drive, Suite #100; Altamonte Springs, FL 32714 7 8 91 ///
The truss drawing(s) referenced above have been prepared under my direct supervision based on the rr>t roy'ded bj , }n4 Builders Supply.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this inde e tbrjf s _CiOl 3• B3!ection 5 of the
Florida Board of Professional Engineers Rules. N •'V\V lV-S, '
UNLESS NOTED ABOVE, THERE IS NO STRUCTURAL ENGINEER OF RECORD AT TFXTIME YHESE®R42RIKERF. SLRL4
NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility selel or he t s c• po ents slow _ M
and use of the component for any particular building is the responsibility of the building designer, ;r AMQSISTPI .
mil(/ .~.
nn Digitally signed by
l IJ FE F) J]William Michael
i
i's •••••' `
e
Ranieri NAB
Date: 2010.12.20 s1I t P 811110```
16:21:28-05'00'
DEC H 2010
William M. Ranieri, PE FL Lic # 42704
Job Truss Truss Type Qty Pry Leitzel Renovation
718849 A01 ROOF TRUSS 4 1 Dwg No 001
Job Reference (optional)
American Builders Supply, Wnter Haven, FL 33880, Joel Yost T 140 s Jun 24 2009 MiTek Industries, Inc. Mon Dec 20 15:21:05 2010 Page 1
1-1-Q 4-6-0 6-11-0 12-11-0 18111-0 21-4-0 25-10-0 2q-11a0
1- 46-0 6-0-0 6-0-0 2-5-0 4-6-0 1-0
4x6 II
d
16
5x6 = 8x8 =
7x6 —
8x8 = 5X6 =
0-7-0(0-2-4) 0-7-0(0-2-4)
25-10-0
Scale: 3/16—
LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) -0.11 13-15 >999 360 MT20 244/190
TCDL 11.0 Lumber Increase 1.25 BC 0.45 Vert(TL) -0.20 13-15 >999 240
BCLL 0.0 Rep Stress Incr YES W13 0.61 Horz(TL) 0.02 12 n/a n/a
BCDL 10.0 Code FBC2007/TPI2002 Matra) Wnd(LL) 0.03 15 >999 240 Weight: 288lb
LUMBER BRACING
TOP CHORD 2X 4 SYP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
T2: 2 X 8 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
BOT CHORD 2 X 12 SYP No.2 WEBS 1 Row at midpt 3-16, 9-12
WEBS 2 X 4 SYP No.3 with 2 X 4 SYP No.3 with 2 - 10d (0.131'S6') nails and cross brace spacing of 20-0-0 oc
JOINTS 1 Brace at Jt(s): 17
REACTIONS (lb/size) 16=193210-7-0, 12=1932/0-7-0 Max Horz
16=-269(LC 5) Max Uplftl
6=-71 (LC 7), 12=-71(LC 8) FORCES (Ib) -
Maximum Compression/Maximum Tension TOP CHORD
1-2=0/36, 2-3=-80/226, 3-4=-1702/382, 4-5=-1448/468, 5-6=-345/288, 6-7=-345/289, 7-8=-14481467, 8-9=-17021383, 9-10=-80/226, 10-11=0/36, 2-16=-228/267, 10-12=-2281267 BOT CHORD 16-18=-273/
1185, 18-19=-273/1185, 15-19=-27311185, 14-15=-223/1398, 13-14=-223/1398, 13-20=-240/1185, 20-21=-240/1185, 12-21=-240/1185 WEBS 6-17=01128, 8-
13=0/513, 9-13=0/660, 5-17=-1166/225, 7-17=-1166/225, 4-15=0/513, 3-15=0(660, 3-16=-2094/311, 9-12=-2094/310 NOTES (11) 1) Unbalanced roof
live loads
have been considered for this design. 2) Wnd: ASCE 7-05,
120mph (3-second gust); TCDL=4.2psf, BCDL=6.Opsf, h=25ft; Cat. ll; Exp B; enclosed, MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) As requested, plates have
not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss has
been
designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. 5) • This truss has been
designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with
BCDL = 10.Opsf. 6) Ceiling dead load (5.
0 psf) on member(s). 4-5, 7-8, 5-17, 7-17; Wall dead load (2.5psf) on member(s).8-13, 4-15 7) Bottom chord live load (
40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 13-15 8) Provide mechanical connection (by
others) of truss to bearing plate capable of withstanding 71 lb uplift at joint 16 and 71 lb uplift at joint 12. 9) Warning: Additional permanent and
stability bracing for truss system (not part of this component design) is always required. 10) Attic room checked for
U360 deflection. 11) Segn:29923, Date:12/
14/2010 LOAD CASE(S) Standard
Job Truss Truss Type cry Renovation
718849 A02 ROOF TRUSS 8
P`y
1
Leitzel
Dwg No 002
Job Reference (optional
American Builders Supply, Winter Haven, FL 33880, Joel Yost 7.140 s Jun 24 2009 MTek Industries, Inc. Mon Dec 20 15:21:06 2010 Page 1
1-1-Q 46-0 6-11-0 12-11-0 1811-0 21-4-0 2510-0 2-1110
1- 46-0 2-5-0 60-0 6-0-0 6% i-1-
i
4x8 II Scale: 3/16'=1
6
3x4 =
3x4 =
5 7
2x4 II
T2 T2
10x10 i 4
6.00 12
2x4 11 6X6
3
8
3x4 11 4x6
2 9
1
V 2
n 10
a
V.
8 b
14-5-0
e1 B2
15
17 18
14
13
12 11
5x6 = 8x8 =
7x10 =
8x8 = 3x6 11
0-7-0(0-2-5) 0-7-0(0-2-7)
18-11-0 21-4-0 25-1%02-11-0
11-0 12-0-0 2-5-0 46-0
Plate Offsets 6:0-3-4 0-2-0 , 9:030 0-1-12 11:0.3-8 0-1-8 12:0-3-8 0-5-12 14:0.38 0-5-12 15:0.3-0 0-3-8
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.62 Vert(LL) -0.20 12-14 >999 360 MT20 244/190
TCDL 11.0 Lumber Increase 1.25 BC 0.58 Vert(TL) -0.35 12-14 >867 240
BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(rL) 0.02 11 n/a n/a
BCDL 10.0 Code FBC2007/rP12002 Matra) Wind(LL) 0.04 14 >999 240 Weight: 275 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 4-6-15 oc purlins, except end verticals.
T2: 2 X 8 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-0-1 oc bracing.
BOT CHORD 2 X 12 SYP No.2 WEBS 1 Row at midpt 3-15, 9-11
WEBS 2 X 4 SYP No.3 with 2 X 4 SYP No.3 with 2 -10d (0.131'SKS) nails and cross brace spacing of 20-0-0 oc
JOINTS 1 Brace at Jt(s): 16
REACTIONS (lb/size) 11=206210-7-0, 15=1966/0-7-0
Max Horz 15=-269(LC 5)
Max Upliftl 1 =-39(LC 8), 15=-67(LC 7)
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/36, 2-3=-78/227, 3-4=-1788/353, 4-5=-1438/475, 5-6=-225/360, 6-7=-287/338, 7-8=-1574/445, 8-9=-1650/251, 9-10=0/36, 2-15=-227/268, 9-11=-2424/453
BOT CHORD 15-17=-256/1234, 17-18=-256/1234, 14-18=-256/1234, 13-14=-213/1421, 12-13=-213/1421, 11-12=-61/107
WEBS 6-16=0/137,8-12=-117/403,5-16=-1291/175,7-16=-1291/175,4-14=0/774, 3-14=-5/592,3-15=-2185/289, 9-12=-211/2035
NOTES (11)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05, 120mph (3-second gust), TCDL=4.2psf, BCDL=6.Opsf, h=25ft, Cat. 11; Exp B, enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and rig
exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these
factors.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord
and any other members, with BCDL = 10.0psf.
6) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8. 5-16, 7-16, Wall dead load (2.5ps) on member(s).8-12, 4-14
7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 12-14
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 11 and 67 lb uplift at joint 15.
9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required.
10) Attic room checked for U380 deflection.
11) Segn:29924, Date:12/14/2010
LOAD CASE(S) Standard
i
tpp 0 0+
s.C8, r`
rir oaa cl
v LOVEIVr7Es a.
O
b No. 42704
o
0
OF0LTIATRAY4a+*
iv u au ou v s,uv.v pv-a +.i v
Job Truss Truss Type Py Renovation
718849 A03 ROOF TRUSS 1 2 LeitzelDwg No 003
Job Reference 0 tional
American Builders Supply, Winter Haven, FL 33880, Joel Yost 7.140 s Jun 24 2009 MTek Industries, Inc. Mon Dec 20 15:21:06 2010 Page 1
1-1-Q 46-0 6-11-0 12-11-0 1&11-0 21-4-0 , 25-7-8 26-11-0
1- 4-6-0 2-5-0 60-0 6-0-0 2-5-0 ' 4-3-8 1-3-8'
4x6 II Scale: 3/16' 1
6
3x4 =
3x4 =
5
7
2x4 II 2x4 If
4 T2 T2 8
10x10 i 17
6.00 12 2x4 11
10x10
3 9
Dc4 II
2x4 II 10
2
11
6
10
12-0-0 h
131 82
16
18 19
15
14
13
20 21
12
5x6 = 8x8 =
70 —
8x8 = 5x6 =
0-7-0(0-2-4) 03-8(0-2-5)
6-11-0 12-11-0 18-11-0 25-7 11
6-11-0 6-0-0 6-0-0 6-8 8
Plate Offsets X 6:0-3-4 0-2-0 12:03-0 0-3-8 13:0-38 0-5-12 15:0-38 0-5-12 16:0-3-0 0-3-8
LOADING(psf) SPACING 4-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL)-0.1113-15 >999 360 MT20 244/190
TCDL 11.0 Lumber Increase 1.25 BC 0.52 Vert(TL) -0.20 13-15 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(TL) 0.02 12 n/a n/a
BCDL 10.0 Code FBC2007/TPI2002 Matra) Wnd(LL) 0.03 15 >999 240 Weight: 574lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 *Except* TOP CHORD 2-0-0 oc purlins (6-0-0 max.), except end verticals
T2: 2 X 8 SYP No.2 (Switched from sheeted: Spacing > 2-0-0).
BOT CHORD 2 X 12 SYP N0.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SYP No.3 JOINTS 1 Brace at Jt(s): 17, 6, 2, 10
REACTIONS (lb/size) 16=382310-7-0, 12=3873/0-3-8
Max Horz 16=-541(LC 3)
Max Uplrftl6=-144(LC 5), 12=-156(LC 6)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/72, 2-3=-160r313, 3-4=-3349/134, 4-5=-2847/268, 5-6=-696t266, 6-7=-703/267, 7-8=-2854/268, 8-9=-3324/133, 9-10=-146/321, 10-11=0/83, 2-16=-456/400, 10-12=-474/427
BOT CHORD 16-18=-67/2332,18-19=-67/2332,15-19=67/2332,14-15=0/2744,13-14=0/2744,13-20=0/2273,20-21=0/2273,12-21=0/2273
WEBS 3-15=0/1281, 4-15=0/1016, 5-17=-2267/47, 7-17=-2267/47, 6-17=01252, 8-13=0/971, 9-13=0/1427, 3-16=-4119/0, 9-12=-4174/0
NOTES (14)
1) 2-ply truss to be connected together with 10d (0.131 "x3') nails as follows:
Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 8 - 2 rows at 0-9-0 oc. -
Bottom chords connected as follows: 2 X 12 - 2 rows at 0-9-0 oc.
Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or
unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wnd: ASCE 7-05, 120mph (3-second gust); TCDL=4.2psf; BCDL=6.Opsf, h=25ft, Cat. II; Exp B, enclosed; MWFRS (low-rise); cantilever left and right exposed , end
vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator
to increase plate sizes to account for these factors.
6) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads.
7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord
and any other members, with BCDL = 10.0psf.
8) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-17, 7-17; Wall dead load (2.5psf) on member(s).4-15, 8-13
9) Bottom chord live load (40.0 psf) and addrtional bottom chord dead load (10.0 psf) applied only to room. 13-15
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144 lb uplift at joint 16 and 156 lb uplift atjoint 12.
11) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails.
12) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required.
13) Attic room checked for U360 deflection.
14) Segn:29925, Date:12/14/2010 iEl6(3t
LOAD CASE(S) Standard
O
e'ea•4•+•e
On, Li ENSIE';
e4
if o. 42704
i
A -&,TE OF m'
0 46*0
Job Truss Truss Type Py Renovation
718849 A04 ROOFTRUSS 1 2 LeitzelDwg No 004
Job Reference (optional)
American Builders Supply, Winter Haven, FL 33880, Joel Yost 7.140 s Jun 24 2009 MiTek Industries, Inc. Mon Dec 20 15:21:07 2010 Page 1
1-1-Q 46-0 6-11-0 12-11-0 1&11-0 21-4-0 25-7-8 26-11-P
i-1-d 46-0 2-5-0 60-0 6-0-0 2-5-0 4-3-8 1-3-8'
t
46 11 Scale: 311 Erg 1
6
3x4 =
3x4 =
5 7
2x4 11 2x4 11
4 T2 T2 g
tox10 17
6.00 V2 2x4 11 10xio 4
3 9
20 II
2x4 II 10
2 °
11
1 2 d
d `
b
NO t2
12-M
e1 B2
18
18 19
15 73
14 20 21
12
5x6 = 8x8 =
7x6 —
8x8 = 5x6 =
0-7-0(0-2-4) 0-38(0-2-5)
6-11-0 12-11-0 18 11-0 25-7-8
6-11-0 6-0-0 6-0-0 6-8 8
Plate Offsets 6:0-3-4 0-2-0 12:0-3-0 0-3-8 13:0-38 0-5-12 15:0-3-8,0-5-12 16:0-3-0 0-3-8
LOADING(psf) SPACING 4-0-0 CS! DEFL in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) -0.11 13-15 >999 360 MT20 244/190
TCDL 11.0 Lumber Increase 1.25 BC 0.52 Vert(TL) -0.20 13-15 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(TL) 0.02 12 n/a n/a
BCDL 10.0 Code FBC2007lrP12002 Matra) Wind(LL) 0.03 15 >999 240 Weight: 574 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 *Except* TOP CHORD 2-0-0 oc purlins (6-0-0 max.), except end verticals
T2: 2 X 8 SYP No.2 (Switched from sheeted: Spacing > 2-0-0).
BOT CHORD 2 X 12 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SYP No.3 JOINTS 1 Brace at Jt(s): 17, 6, 2, 10
REACTIONS (lb/size) 16=3823/0-7-0, 12=387310-3-8
Max Horz 16=-541(LC 3)
Max Upliftl6=-144(LC 5), 12=-156(LC 6)
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/72, 2-3---160/313, 3-4=-3349/134, 4-5=-2847/268, 5-6=-696/266, 6-7=-703/267, 7-8=-2854/268, 8-9=-3324/133, 9-10=-146/321, 10-11=0/83, 2-16=-456/400, 10-12=-474/427
BOT CHORD 16-18=-67/2332,18-19=-67/2332,15-19=-67/2332,14-15=0/2744,13-14=0/2744,13-20=0/2273,20-21=0/2273,12-21=0/2273
WEBS 3-15=0/1281, 4-15=0/1016, 5-17=-2267/47, 7-17=-2267/47, 6-17=01252, 8-13=0/971, 9-13=0/1427, 3-16=-4119/0, 9-12=-4174/0 NOTES (14) 1)
2-ply
truss to be connected together with 1 Od (0.131 "x3') nails as follows: Top chords connected
as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 8 - 2 rows at 0-9-0 oc. Bottom chords connected
as follows: 2 X 12 - 2 rows at 0-9-0 oc. Webs connected as
follows: 2 X 4 - 1 raw at 0-9-0 oc. 2) All loads
are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or unless otherwise indicated.
3) Unbalanced roof
live loads have been considered for this design. 4) Wind: ASCE
7-05; 120mph (3-second gust); TCDL=4.2psf, BCDL=6.Opsf; h=25ft; Cat. 11; Exp B; enclosed; MWFRS (lava -rise), cantilever left and right exposed , end vertical left and
right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) As requested,
plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate
sizes to account for these factors. 6) This truss
has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss
has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other
members, with BCDL = 10.Opsf. 8) Ceiling dead
load (5.0 psf) on member(s). 4-5, 7-8, 5-17, 7-17; Wall dead load (2.5pst) on member(s).4-15, 8-13 9) Bottom chord
live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 13-15 10) Provide mechanical
connection (by others) of truss to bearing plate capable of withstanding 144 lb uplift at joint 16 and 156 lb uplift at joint 12. 11) Design assumes
42 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-1 Od nails. 12) Warning: Additional
permanent and stability bracing for truss system (not part of this component design) is allays required. 13) Attic room
checked for U360 deflection. 14) Segn:29926,
Date:12/14/2010 LOAD CASE(S)
Standard iva 4 Ay
lA. LICENSE a o.
4270
i o a TA
EOF
a 4 F1
10,
a,6 9APOL4i®
Job Truss Truss Type Ply Leitzel Renovation
718849 A05 ROOF TRUSS 2 1 Dwg No 005
Haven, FL 33880, Joel Yost
Job
40 s
1-1-Q 4-6-0 6-11-0 12-11-0 18-11-0 21-4-0 25-7-8_ 26-181- 46-0 2-5-0 6-0-0 6-0-0 2-5-0 4-3-8 1-3-8'
4x6 II
5x6 = 8x8 =
7x6 —
8x8 = 5x6 =
0-7-0(0-2-4) 0-38(0-2-5)
Smle:
6-11-0 12-11-0 18-11-0 25-7-8
6-11-0 0-0 6-0-0 6-8
Plate Offsets X, 6:0-3-4 0-2-0 12:0-3-0 0-3-8 13:038 0-5-12 15:0-38 0-5-12 16:0-3-0 0-3-8
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) 0.11 13-15 >999 360 MT20 244/190
TCDL 11.0 Lumber Increase 1.25 BC 0.52 Vert(fL) 0.20 13-15 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.60 Horz(TL) 0.02 12 n/a n/a
BCDL 10.0 Code FBC2007/TPI2002 Matrix) Wind(LL) 0.03 15 >999 240 Weight: 287 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.
T2: 2 X 8 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
BOT CHORD 2 X 12 SYP No.2 WEBS 1 Row at midpt 3-16, 9-12
WEBS 2 X 4 SYP No.3 with 2 X 4 SYP No.3 with 2 -10d (0.131 "x3') nails and cross brace spacing of 20-0-0 oc
JOINTS 1 Brace at Jt(s): 17
REACTIONS (lb/size) 16=191110-7-0, 12=1936/0-3-8 Max Horz 16=-
271(LC 5) Max Upliftl6=-72(
LC 7), 12=-78(LC 8) FORCES (lb) - Maximum
Compression/Maximum Tension TOP CHORD 1-
2=0/36, 2-3=-80/227, 3-4=-1674/376, 45--1423/464, 5-6=-348/289, 6-7=-351/290, 7-8=-1427/462, 8-9=-1662/374, 9-10=-73/228, 10-11=0/42, 2-16=-228/267, 10-12=-237/276 BOT CHORD 16-
18=-268/1166,18-19=-268/1166,15-19=-268/1166,14-15=-216/1372,13-14=-216/1372,13-20=-224/1137,20-21=-224/1137,12-21=-224/1137 WEBS 3-15=
0/641,4-15=0/508,5-17=-1134/221,7-17=-1134/221, 6-17=0/126,8-13=0/486,9-13=0/714,3-16=-2060/306,9-12=-2087/303 NOTES (11) 1)
Unbalanced roof
live loads have been considered for this design. 2) Wind: ASCE
7-05, 120mph (3-second gust); TCDL=4.2psf; BCDL=6.Opsf, h=25ft, Cat. II; Exp B, enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed , end vertical left and exposed;C-C
for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) As requested,
plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This
truss
has been designed for a 10.0 psf bottom chord live load nonconcurrentwith any other live loads. 5) ' This truss
has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other
members, with BCDL = 10.Opsf. 6) Ceiling dead
load (5.0 psf) on member(s). 4-5, 7-8, 5-17, 7-17, Wall dead load (2.5psf) on member(s).4-15, 8-13 7) Bottom chord
live load (40.0 pst) and additional bottom chord dead load (10.0 psf) applied only to room. 13-15 8) Provide mechanical
connection (by others) of truss to bearing plate capable of withstanding 72 lb uplift at joint 16 and 78 lb uplift at joint 12. 9) Warning: Additional
permanent and stability bracing for truss system (not part of this component design) is always required. 10) Attic room
checked for U360 deflection. 11) Segn:29927,
Date:12/14MIO LOAD CASE(S)
Standard
Job buss Truss type °l' Nly Leitzel Renovation
718849 AO6 ROOF TRUSS 6 1 Dwg No
1-1-Q 46-0 6-11-0 12-11-0 1111-0 21-4-0 25-10-0 2f:11,o
1- 4-6-0 2-5-0 6-0-0 6-0-0 2-5-0 4-6-0 1-
4x6 II
0
6
16
5x6 = 5x6 -
7x6 =
8x8 = 3x6 11
0-7-0(0-2-1) 48-0(0-1-8) 0-7-0(0-1-11)
LOADING(psf) SPACING 2-40 CSI DEFL in (loc) Well Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(L-) -0.17 13-15 >999 360 MT20 244/190
TCDL 11.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.28 13-15 >793 240
BCLL 0.0 Rep Stress Incr YES W3 0.50 Horz(fL) 0.01 11 n/a n/a
BCDL 10.0 Code FBC2007/TPI2002 (Matra) Wnd(LL) 0.0413-15 >999 240 Weight: 275lb
LUMBER
TOP CHORD 2 X 4 SYP No.2 'Except'
T2:2X8SYP No.2 BOT
CHORD 2 X 12 SYP No.2 WEBS
2 X 4 SYP No.3 Scale:
3/16— BRACING
TOP
CHORD Structural wood sheathing directly applied or 5-4-7 oc purlins, except end verticals. BOT
CHORD Rigid ceiling directly applied or 6-3-8 oc bracing. WEBS
1 Raw at midpt 3-16, 9-11 with
2 X 4 SYP No.3 with 2 -10d (0.131"x3') nails and cross brace spacing of 20-0-0 JOINTS
1 Brace at Jt(s): 17 REACTIONS (
lb/size) 11=1448/0-7-0, 16=1745/0-7-0, 13=836/0-8-0 Max
Horz 16=-269(LC 5) Max
Upliftll=-121(LC 7), 16=-128(LC 7) Max
Grav11=1448(LC 1), 16=1745(LC 1), 13=970(LC 13) FORCES (
Ib) - Maximum Compression/Maximum Tension TOP
CHORD 1-2=0/36, 2-3=-81/227, 3-4=-1395/444, 45---1148/534, 5-6=-413/325, 6-7=-470/297, 7-8=-1266t514, 8-9=-1249/327, 9-10=0/36, 2-16=-227/268, 9-11=-1863/584 BOT
CHORD 16-18=-318/967, 18-19=-318/967, 15-19=-318/967, 14-15=-291/1088, 13-14=-291/1088, 12-13=-291/1088, 11-12=-66/106 WEBS
6-17=0/101, 8-12=-356/355, 5-17=-762/272, 7-17=-762/272, 4-15=0/526, 3-15=-13/367, 3-16=-1699/329, 9-12=-31811573 NOTES (11) 1) Unbalanced
roof live
loads have been considered for this design. 2) Wind: ASCE 7-
05; 120mph (3-second gust); TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (law -rise) and C-C Exterior(2) zone, cantilever left and right exposed ; end vertical left and exposed ;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) As requested, plates
have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) This truss
has
been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has
been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,
with BCDL = 10.Opsf. 6) Ceiling dead load (
5.0 psf) on member(s). 4-5, 7-8, 5-17, 7-17; Wall dead load (2.5psf) on member(s).8-12, 4-15 7) Bottom chord live
load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 13-15, 12-13 8) Provide mechanical connection (
by others) of truss to bearing plate capable of withstanding 121 lb uplift at joint 11 and 128 lb uplift at joint 16. 9) Warning: Additional permanent
and stability bracing for truss system (not part of this component design) is always required. 10) Attic room checked
for U360 deflection. 11) Segn:29928, Date:
12/14/2010 LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply Renovation
718849 A07 ROOF TRUSS 1 1
Leitzel
Dwg No 007
Job Reference (optional
American Builders Supply, Winter Haven, FL 33880, Joel Yost 7.140 s Jun 24 2009 MiTek Industries, Inc. Mon Dec 20 15:21:09 2010 Page 1 r
16-0 6-11-0 12-11-0 18-11-0 21-4-0 25-10-0 _ 2-11,0Al-1- 46-0 2-5-0 6-0-0 6-0-0 2-5-0 46-0 i-1-0
4x6 Scale: 3/16'=1
6
3x4 =
3x4 =
5 7
2x4 II
T2 T2
2x4 II
10z10 i 4 8
6.00 12
2x4 11 i0x10 Q
3
9
3x4 II 3x4 II
2
10
1
11
v2 6 °y w2
6
12-0-0
B1 82
i6
18 19
15
14
13
20 21
12
5x6 = 8x8 =
7x8 = 8x8 = 5x6 =
0-7-0(0-2-2) 0-8-0(0-1-8) 0-7-0(0-1-13)
6-11-0 18-11-0 25-10-0
6-11-0 12-0-0 6-11-0
Plate Offsets 6:0-3-4 0-2-012:0-3-0 0-3-8 13:0-38 0-5-12 15:0-38 0-5-12 16:0-3-0 0-3-8 LOADING(
psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL
20.0 Plates Increase 1.25 TC 0.38 Vert(LL)-0.1113-15 >999 360 MT20 244/190 TCDL
11.0 Lumber Increase 1.25 BC 0.63 Vert(TL) -0.20 13-15 >999 240 BCLL
0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.01 12 n/a n/a BCDL
10.0 Code FBC2007/TPI2002 Matra) Wnd(LL) 0.03 15 >999 240 Weight: 288lb LUMBER
BRACING TOP
CHORD 2 X 4 SYP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. T2:
2 X 8 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT
CHORD 2 X 12 SYP N0.2 WEBS 1 Row at midpt 3-16. 9-12 WEBS
2 X 4 SYP No.3 with 2 X 4 SYP No.3 with 2 -10d (0.13Vx3') nails and cross brace spacing of 20-0-0 0c JOINTS
1 Brace at Jt(s): 17 REACTIONS (
lb/size) 13=542/0-8-0, 16=1787/0-7-0, 12=1527/0-7-0 Max
Horz 16=-269(LC 5) Max
Upliftl3=-134(LC 5), 16=-124(LC 7), 12=-132(LC 7) Max
Grav 1 3=736(LC 13), 16=1787(LC 1). 12=1527(LC 1) FORCES (
lb) - Maximum Compression/Maximum Tension TOP
CHORD 1-2=0/36, 2-3=-81/226, 34=-1479/405, 4-5---1243/481, 5-6=-365/292, 6-7=-396/292, 7-8=-1274/486, 8-9=-1394/401, 9-10=-72/225, 10-11=0/36, 2-16=-228/267, 10-12=-223/266 BOT
CHORD 16-18=-289/1030, 18-19=-289/1030, 15-19=-289/1030, 14-15=-245/1186, 13-14=245/1186, 13-20=-261/984, 20-21=-261/984, 12-21=-261/984 WEBS
6-17=0/116,8-13=-53/333,9-13=0/642,5-17=-981/251,7-17=-981/251,4-15=01479,3-15=0/473, 3-16=-1812/257,9-12=-1745/347 NOTES (
11) 1)
Unbalanced roof live loads have been considered for this design. 2)
Wnd: ASCE 7-05; 120mph (3-second gust), TCDL=4.2psf, BCDL=6.Opsf, h=25ft, Cat. 11; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and rig exposed ;
C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)
As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to acoount for these factors.
4)
This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) "
This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and
any other members, with BCDL = 10.Opsf. 6)
Ceiling dead load (5.0 psi) on member(s). 4-5, 7-8, 5-17, 7-17; Wall dead load (2.5psf) on member(s).8-13, 4-15 7)
Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 13-15 8)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 134lb uplift at joint 13, 124 lb uplift at joint 16 and 132lb uplift at joint 12. 9)
Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 10)
Attic room checked for U360 deflection. 11)
Segn:29929, Date:12/14/2010 LOAD
CASE(S) Standard i
rLICENSE ®°
Vse°
No. '11,402704q
q i
g O
t-
p C Seti7p/
TE
r a ./
rii °o Fill
N&
AIR
Job truss Truss Type qty Ply Renovation
718849 B01 ROOF TRUSS 5 1
Leitzel
Dwg No 008
Job Reference (optional)
American Builders Supply, Winter Haven, FL 33880, Joel Yost 7.140 s Jun 24 2009 MTek Industries, Inc. Mon Dec 20 15:21:09 2010 Page 1
1-0-0, 6-10-0 12-0-0 17-2-0 24-0-0 25-0-0
1-0-0' 6-10-0 5-2-0 5-2-0 6-10-0 1-0-0
Scale = 1:42.
4x6 =
4
6.00 F12 3x4 G 3x4
3 8
T1 T1
9
4x8 =
10 8
2
2x4 II 2x4 II 6
1
7
3.00 12
ld
3x8 3x8
6-10-0 12-0-0 17-2-0 24-0-0
0-8-0(0-1-8)
6-10-0 5-2-0 5-2-0 6-10-0
Plate Offsets 2:0-0-10 Ed a 6:0-0-10 Ede 9:0-4-0 0-2-4
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc)/dell Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) -0.12 9 999 360 MT20 2441190
TCDL 11.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.33 9-10 860 240
BCLL 0.0 Rep Stress Incr YES WS 0.44 Horz(TL) 0.26 6 n/a n/a
BCDL 10.0 Code FBC2007/TP12002 Matra) W1nd(LL) 0.17 9 999 240 Weight: 130 lb
LUMBER BRACING
TOP CHORD 2 X 6 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-3 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-4-14 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 2=104610-8-0, 6=1046/0-8-0
Max Horz2=-102(LC 8)
Max UpliFQ=-231(LC 7), 6=-231(LC 8)
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/21, 2-3=-2670/1176, 3-4=-2005/875, 4-5=-2005/876, 5-6=-2670/1189, 6-7=0/21
BOT CHORD 2-10=-923/2351, 9-10=-921/2348, 8-9=-938/2348, 6-8=-941/2351
WEBS 4-9=-514/1385, 5-9=-603/450, 5-8=0/236, 3-9=-603/452, 310=0/236
NOTES (9)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 120rnph (3-second gust); TCDL=4.2psf; BCDL=6.Opsf, h=25ft, Cat. 11, Exp B, enclosed, MWFRS (low-rise) and C-C Exterior(2) zone, cantilever left and right exposed ; end vertical left and rig
exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these
factors.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.
6) Bearing atjoint(s) 2, 6 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 231 lb uplift at joint 2 and 231 lb uplift at joint 6.
8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required.
9) Segn:29930, Date:12/14/2010
LOAD CASE(S) Standard
0
rLICENSE'° j a
a No. 210 i
O
g; STATE F :.
4
b
e°
9Pot***
a
Job Truss Truss Type U`y F"y Leitzel Renovation
718849 BO2 ROOF TRUSS 16 1 Dwg No
Job Reference (optionaq
American Builders Supply, Winter Haven, FL 33880, Joel Yost 7.140 s Jun 24 2009 MTek Industries, Inc. Mon Dec 20 15:21:10 2010 F
1-0-0 6-10-0 12-0-0 17-2-0 24-0-0
1-0-0 6-10-0 5-2-0 5-2-0 6-10-0
8)
6-
M"AlN
12-0-0
4x6 -
EF--1V U #
Scale =
1a
LOADING(psf)
TCLL 20.0
TCDL 11.0
BCLL 0.0
BCDL 10.0
SPACING 2-"
Plates I crease 1.25
Lumber Increase 1.25
Rep Stress Incr YES
Code FBC2007/TPI2002
CS]
TC 0.30
BC 0.51
WB 0.45
Matrix)
DEFL in
Vert(LL) -0.12
Vert(TL) -0.33
Horz(TL) 0.26
Wlnd(LL) 0.17
loc) I/defl Ud
8 >999 360
8-9 >854 240
6 n/a n/a
8 >999 240
PLATES GRIP
MT20 244/19D
Weight: 127 lb
LUMBER BRACING
TOP CHORD 2 X 6 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-12 cc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-2-0 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 6=954/0-8-0, 2=1048/0-8-0
Max Horz2=108(LC 7)
Max Uplrft6=-155(LC 8), 2=-232(LC 7)
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=021, 2-3=-2680/1220, 34=-2015/908, 4-5=-2016x909, 5-6=-2700/1236
BOT CHORD 2-9=-987/2360, 8-9=-985/2357, 7-8=-1002/2380, 6-7=-10052384
WEBS 4-8=-54811397, 5-8=-626/465, 5-7=0/238, 3-8=-603/448, 3-9=0/237
NOTES (9)
1) Unbalanced roof live loads have been considered for this design.
2) Wmd: ASCE 7-05; 120mph (3second gust); TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp B, enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and
exposed ;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60
3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these
factors.
4) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrentwith any other live loads.
5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.
6) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1551b uplift at joint 6 and 232 Ib uplift atjoint 2.
8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required.
9) Segn:29931, Date:12/14/2010
LOAD CASE(S) Standard
m
m
Fi)BLE ENDS FOU PER PLPN (BY OTHERS)
m
25-3-0
DF1L 2u12. BERM PER- PLf1N_..__..:_
BY OTHERS)
FaD FRF%W PER Km (BY OTHERS)
OFOU ENDS RffI D PER PLFN MY OTHERS)
OBBLE ENDS FRFlHED PER PLAN ®Y OTHERS)
fPPRO.IEyHTRUSSB&ItlR By BUILDER
SU-F f CUT O PHM
HEEL HEIGHT = 2,6 STD.
BOTTOM 2a4 MIN
TOP - 2s6 fllk 60
21-2
9
I' 0'
TRUSS END DE1Rt[
General Notes
Dimensions shown in Feet -Inch —Sixteenths format
Required interior bearing walls shown @ heights noted
Trusses may not be cut or altered in any way without prior
authorization from APBS, Inc.
Any trusses that are cut or altered without authorization will be
repaired or replaced at the customers expense
No backcharges of any kind will be accepted without prior
review and writtenInc. consent from APBS, In
For proper truss handling and bracing, refer to the "TPI"
rentsdocuments "BCSI-B7 through B4" trusses must be attached together per the
engineering specifications prior to installation
Permanent and temporary bracing is the responsibility of the truss
installer. The "Engineer of Record" for the project is responsibile for
the design of the permanent bracing, the diaphram system, shear
walls, and structural elements to resist lateral loads from wind and or
seismic activity. The "EOR" is also responsible to call out the
required strapping materials to sufficiently attach the trusses to the
load bearing structure below, to verify truss design specifications
pitch, span, profiles, applied loading, wind application etc.), and for
the overall design and placement plan of the truss system.
If any job site accidents occur involving trusses, the installer t
immediately top work on the project d notitya representativef
APBS Inc..All trusses invo4ved in an accident must be- -
inspected byalicensedstructural engineer: det ine the f -- - MeaccidenL:The builder -assumes all liability, if trusses involved in- __
an accident are altered or moved inanyway before an inspection is - ompleted.
All decisions regarding necessary repairs or replacement
of trusses will be based on the recommendation of the report
submitted by the structural engineer. TRUSS
PLACEMENT DIAGRAM
ONLY This
placement plan shows the designation and relative location of each
truss component and Is to be used In conjunction with the corresponding
engineered truss drawings. Thetruss engineer's responsibility
relative to the structure consists solely of the design of
the Individual trusses and truss to tmss connections. Hangers
2
HUS26 0 HUSC48 0
HUS28 0 HUSC410 0
HHUS26-2 0 THA422 0
HGUS26-2 0 THA426 1
HHUS28-2 0 THJA26 0
HGUS26-2 0 LUS24 0
HGUS210-3 0
HHUS46 0 THA222-2 0
HGUS48 Special
Connection By Others Bearing
Elevations Loading &
Design Criteria Floor
I Roof I Design Code FBC2007/TPI2002 TIC
Live Lead 40 20 Mean Height I 00' TIC
Dead Load 10 11 Wind Speed 120 BIG
Live Load 0 0 Building Exposure B BIC
Dead Load 5 10 Uplift Design I C3 MWFRS 6 C&C Total
Load 55 41 Bldg Designed As: Part.
Eric [3 Enclosed L3 Hybrid DurationFactor1.00 1.25 Scott
Leitzel 1908
Chase Ave aLeitzel
Renovation a -
V-o•• a
i2r20/
10 JY a718849
R
v
s
sw
o
00
e
s
KS N
o 0 O
v S s x
7'kitchen vent
to roof cap
4050
FIXED O C0
0 S
I BREAKFAST
1L
I COVERED
2.5 ton w/8kw @240v 1ph I
PORN
z
w;
r
l
10x6 d
KITCHEN p V
16x10 plen 22x12 rad j i10 v m
r
I
6" bath duct 8 scale 11/8'=1'0' 10x6 iwcd 42X42 A/C SLAB
to roof cap
I
105
BY BLDR MIN N
Z
m
w/fan 20N0 N°I C. 2' FROM WALL
QTXEN-080
SINGLE HUNG SING E NUNG
4' r
N
7`
v ® 9'
PANTRY
8x4 lwcd
1 P l / W UJ
105 H 15 i-
SINGLE ROW
OF GLASS
BLOCK.
IOx6 lwcd 12x12 fbrag.
ATH
6•
9' _ _ _ _ _ _ _
T, -I
4. ®-
A/C i
PA: Q
9' BEDROOI`t 2 T r T12x6iwcd1Ijri1 PowDR
5'
WI
18x4 Iwc
I 15 10x6 =wcd 150
1 4'
85 T I P I I I I7'
11 114
1 1Ox6 lwcdI
1
I
dryer16. 70 wall cap
i Z-i j LIVING RO01'9 '-
I.
v 2 _8•
1 6
6" bath
I 8x4 lw
16' 18x18 fbrag
7'
duct
to roof cap
is
Ox6 iwcd
ss O w/fan
BE Boon 12x150wcd
QTXEN - 0 8 0
SINGLE ROW
OF GLASS
BA....
6'
9'
1Ox6 lwcd 12x12 fbrag
BLOCK 95
GARAGE
i
6" bath duct 1z l U
W
N
f-F4050oroocap
2030
SINGLE
W /fan
ldUNG -
SINGSINGLE
HUNG FRONT PORCH OLLJN
QTXEN-080
o
W
row ® rm- f—
SINGLE HUNG SINGLE HUNG
ED
l V
FIRST FLOOR PLAN U LIJ
I
2.1 SCALE J" _ l'-O" a J Q
Living Area: 1,608 sf
NOTE TO BUILDERIMUST PROVIDE UNRESTRICTED
I
Front Porch: 136 sf 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Rating zBackPorch: 98 sf Transfer duc#s/grills sized in coropllance
OGarage: 615 sf with Florida Residential Building Code--1`11602.4
balanced return air. m
EXCEPTIONS 1-3
W Z
J Q
Must have a r,inirnurn cleara er the State Ener c All duct has an r= i t m
O Q CE
o_
N
N
v O
O
FIXED GLASS
S
6" bath duct
2 u
HOWE to roof cap
w/f an
GLASS QTXEN-080
BLOCK
MASTER
KNEE
6ATH
x, _ w
SPAE 1S5 7'
m
Z
0
N
1
9' .
I 4• I
sw
15 W W
I TOILE
0x6w
6" bath duct
P6 5• 0
1s ton w/sl<w e240v 1Pn
1 18X10 len 20X12 rad t o roof c aP p T IR r,.
9
12x1_ brag
scate :1/8'=1'0' W /fan
N 4 Rye,
QTXEN-080 12'
T ACE
I 14X14fb, ag
I I Oxfs w 6' 1p'
I
I
I 11Fn
I
I
NOTE TO BUILDER:MUST PROVIDE UNRESTRICTED
I
I
1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS MASTER
Transfer ducts/grills sized in comptiance I eEDR°a I
1 with Florlda Residential Building Code-M1602.4 w 10X6 sw
l balanced return air. I 100 6"
I EXCEPTIONS 1-3
PART
L ------------ ---- .
ITIONS w/
HARDWOOD_1A
N ( L-------------------- j WZi-5 S
n/
TRUSS SITTING/TV_
SPACE
T
L_C_
W
O RESCUE OPENINi:> O
0. MINIMUM 5.1 SP.
2 HIGH, 20 W
SECOND FLOOR PLAN E
WIDE-..''--"
AL 12x50sw17 EWVAL pp
2.Z V-or 4... SCALE an _ o Fil'. 0
Second Floor Area: 1,279 sf
n'
EQUAL EQUAL l V
Qv
PR 3a50
SINGLE HUNG Rating Z
O i
C m
LU
J QQo a
Must have e d the air handler Ener code. All du t l TEMPEREDerthete m a_ J 0 0
r'
BOUNDARY SURVEY
0.89'—
SET 5/8" IRC
HHH LS 6607
O N
2.5'
C
n
N
O
O
O
i
FND 5/8" IRC L 0 T 14 2
ACCURIGHT
SURV LB 4475"
S 89.50'41 " E 4' CLF 96.46'
x x x-
7' UTILITY EASEMENT OVERHEAD WIRES
I
N IN
20" BSL Lv
c
WPF L 0 T 1 3 o
11 0
rn
G `O x ATTACHED
METAL SHED
n
0' Co/
r I S'cRC'Cp 27.6'
73 O N, O
CO
o
RT :....,. :..
ONE STORY Cp :':::;;.:;..
0
O
I
CONC BLOCK
R 08CE1
7' Im
30.0.0'
mwD
U
E
N
rN
20O.i' 2.
0• L, SET 5/8" IRC
L — — — o ----j LS 6607"
25' BSL 30.0
ro 39.34'(P)
R=25.00' rFND 5/8" IRC o
ACCURIGHT SET 5/8" IRC=89'54'30" n BRICK
SURV LB 4475" "HHH LS 6607"TER --, P
N 90'00'00" E 71.35' CONC SIDEWALK
0
0•
M
20TH ST,
60' RIGHT-OF-WAY
LEGAL DESCRIPTION
LOT 13, SAN SEM KNOLLS, ACCORDING TO THE PLAT
THEREOF AS RECORDED IN PLATBOOK 12, PAGE 48,
OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
FLOOD INSURANCE NOTE: By graphics plotting only,
this property is in ZONE X
of the Flood Insurance Rate Map, Community Panel No.
120294 0070 F effective date of 6/28/2007
Exact designations can only be determined by an Elevation
NOTES:
W
S
LEGEND:
E
A = ARC LENGTH
BSL = BUILDING SETBACK LINE
LINE
CLF CHAIN LINK FENCE
CONC CONCRETE
FIND FOUND
ID IDENTIFICATION
IR IRON ROD
IRC IRON ROD AND CAP
M) MEASURED
P) PLAT
PROP PROPERTY
R RADIUS LENGTH
WPF WOOD PRIVACY FENCE
DELTA ANGLE
CERTIFIED TO:
BARCLAY-BARNES INTERIORS
1. LEGAL DESCRIPTION PROVIDED BY CLIENT.
2. BEARINGS BASED ON THE EAST LINE OF LOT 13
BEARING S00'00'00"E.
3. SUBJECT TO EASEMENTS, RIGHTS -OF -WAY AND
RESTRICTIONS OF RECORD.
4. THIS PROPERTY NOT ABSTRACTED FOR ITEMS OF TITLE.
5. UNDERGROUND FOUNDATIONS AND IMPROVEMENTS
NOT LOCATED.
6. BUILDING SETBACKS PER CITY OF SANFORD.
Cert+f+cate. Based on the above information, th+s property
IS NOT in a Special Flood Hazard Area. _ c
Henry H. Hanson, LLC FICE _ Certificate No. LB 7789 Henry_ H.-Hanson
371 Sultana Lane , , Professlonat Surveyof- o(rid Mapper
Maitland, Fl 32751
Scale+ 1 =30 Date+08/30/2010 Ftorlda Certlflcate ,*h; fs 07
407-334-4893 Drawn, HHH Checked: HHH NOT VALID WITHOUT THE SIGNATURE AN ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER
FORM 1100A-08
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs Residential Performance Method A
Project Name: LeitzelRes Builder Name: SCOTT LEITZEL
Street: 1908 CHASE AVENUE Permit Office: J'4W U4-b
City, State, Zip: SANFORD , FL, 32771- Permit Number:
Owner:
Design Location: FL, Orlando
Jurisdiction: /
o
1. New construction or existing New (From Plans) 9. Wall Types (3088.0 sqft.) Insulation Area
2. Single family or multiple family Single-family
a. Concrete Block - Int Insul, Exterior R=8.0 1428.00 ft2
b. Frame - Wood, Exterior R=19.0 1336.00 ft2
3. Number of units, if multiple family 1 c. Concrete Block - Int Insul, Adjacent R=8.0 324.00 ftz
4. Number of Bedrooms 3 d. N/A R= ft2
5. Is this a worst case? No 10. Ceiling Types (2340.5 sqft.) Insulation Area
6. Conditioned floor area (ft2) 2887 a. Under Attic (Vented) R=19.0 2340.50 ft2
b. N/A R= ft2
7. Windows(277.8 sqft.) Description Area c. N/A R= ft2
a. U-Factor: Dbl, U=0.51 235.18 ft2
SHGC: SHGC=0.36 11. Ducts
b. U-Factor: Gbl, default 42.67 ft2 a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 721.75 ft2
SHGC: Clear, default 12. Cooling systems (combined)
c. U-Factor: N/A ft2 a. Central Unit Cap: 47.4 kBtu/hr
SHGC: SEER: 14.5
d. U-Factor: N/A ftz 13. Heating systems (combined)
SHGC:
a. Electric Heat Pump Cap: 47.4 kBtu/hr
e. U-Factor: N/A ft2 HSPF:7.87
SHGC:
14. Hot water systems
8. Floor Types (2323.0 sqft.) Insulation Area a. Electric Cap: 50 gallons
a. Slab -On -Grade Edge Insulation R=0.0 1608.00 ft2 EF: 0.9
b. Floor over Garage R=19.0 624.00 ft2 b. Conservation features
c. other R= 91.00 ft2 None
15. Credits Pstat
Total As -Built Modified Loads: 43.98
Glass/Floor Area: 0.096 PASS7TotalBaselineLoads: 61.84
I hereby certify that the plans and specifications covered by Review of the plans and fi14E S?41
this calculation are in compliance with the Florida Energy specifications covered by this yd p
Code. calculation indicates compliance r,„'' -0
OwiththeFloridaEnergyCode. trrrrr ""`,ti
PREPARED BY: Before construction is completed
DATE: 1 - g toc this building will be inspected for
compliance with Section 553.908
hereby certify that this building, as designed, is in compliance Florida Statutes.
with the Florida Energy Code. QD WE.
OWNER/AGENT: BUILDING OFFICIAL:
DATE: DATE:
Compliance requires certification by the air handler unit manufacturer that the air handler enclosure
qualifies as certified factory -sealed in accordance with N1110.A.3.
12/28/2010 4:12 PM EnergyGauge® USA - FlaRes2008 Page 1 of 5
PROJECT
Title: LeitzelRes Bedrooms: 3 Adress Type: Street Address
Building Type: FLAsBuilt Conditioned Area: 2887 Lot #
Owner: Total Stories: 2 Block/Sub Division: of
Units: 1 Worst Case: No PlatBook: Builder
Name: SCOTT LEITZEL Rotate Angle: 0 Street: 1908 CHASE AVENUE Permit
Office: Cross Ventilation: No County: SEMINOLE Jurisdiction:
Whole House Fan: No City, State, Zip: SANFORD , Family
Type: Single-family FL, 32771- New/
Existing: New (From Plans) Comment:
CLIMATE
IECC
Design Temp Int Design Temp Heating Design Daily Temp V
Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL,
Orlando FL ORLANDO INTL AR 2 41 91 75 70 526 44 Medium FLOORS
Floor
Type Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1
Floor over Garage 624 ft2 19 0 0 1 2
Raised Floor 91 ft2 19 0 0 1 3
Slab -On -Grade Edge Insulatio 179.4 ft 1608 ft2 0 0 1 ROOF
V
Roof Gable Roof Solar Deck Type
Materials Area Area Color Absor. Tested Insul. Pitch 1
Gable or Shed Composition shingles 2618 ft2 586 ft2 Medium 0.85 N 0 26.6 deg ATTIC
V #
Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1
Full attic Vented 300 2341 ft2 N N CEILING
Ceiling
Type R-Value Area Framing Frac Truss Type 1
Under Attic (Vented) 19 2340.5 ft2 0.11 Wood WALLS
Cavity
Sheathing Framing Solar Ornt
Adjacent To Wall Type R-Value Area R-Value Fraction Absor. 1
NE Exterior Frame - Wood 19 425.3333 0 0.23 0.6 2
NE Exterior Concrete Block - Int Insul 8 216 ft2 0 0 0.6 3
SE Exterior Frame - Wood 19 242.6666 0 0.23 0.6 4
SE Exterior Concrete Block - Int Insul 8 336 ft2 0 0 0.6 5
SW Exterior Frame - Wood 19 425.3333 0 0.23 0.6 6
SW Exterior Concrete Block - Int Insul 8 332 ft2 0 0 0.6 12/
28/2010 4:12 PM EnergyGauge® USA - FlaRes2008 Page 2 of 5
WALLS
Cavity Sheathing Framing Solar
Ornt Adjacent To Wall Type R-Value Area R-Value Fraction Absor.
7 NW Exterior Frame - Wood 19 242.6666 0 0.23 0.6
8 NW Exterior Concrete Block Int Insul 8 544 ft2 0 0 0.6
9 Garage Concrete Block Int Insul 8 324 ft2 0 0 0.01
DOORS
Ornt Door Type Storms U-Value Area
1 Insulated None 0.4 20 ft2
WINDOWS
Orientation shown is the entered, asBuilt orientation.
Overhang
V # Ornt Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening
1 NE Metal Low-E Double Yes 0.51 0.36 N 12 ft2 1 ft 0 in 1 ft 0 in HERS 2006 None
2 SE Metal Low-E Double Yes 0.51 0.36 N 30 ft2 1 ft 0 in 3 ft 8 in HERS 2006 None
3 SE Metal Low-E Double Yes 0.51 0.36 N 71.11111 9 ft 0 in 0 ft 2 in HERS 2006 None
4 SE Metal Low-E Double Yes 0.51 0.36 N 6 ft2 1 ft 0 in 0 ft 5 in HERS 2006 None
5 SE Metal Low-E Double Yes 0.51 0.36 N 20 ft2 1 ft 0 in 4 ft 8 in HERS 2006 None
6 SW Metal Low-E Double Yes 0.51 0.36 N 35.55555 7 ft 8 in 1 ft0 in HERS 2006 None 7
SW None Glazed Block No 0.6 0.6 N 42.66666 1 ft 0 in 2 ft 10 in HERS 2006 None 8
NW Metal Low-E Double Yes 0.51 0.36 N 14.51388 1 ft 0 in 2 ft 10 in HERS 2006 None 9
NW Metal Low-E Double Yes 0.51 0.36 N 6 ft2 1 ft 0 in 0 ft 5 in HERS 2006 None 10
NW Metal Low-E Double Yes 0.51 0.36 N 20 ft2 1 ft 0 in 0 ft 5 in HERS 2006 None 11
NW Metal Low-E Double Yes 0.51 0.36 N 20 ft2 2 ft 0 in 12 ft 10 in HERS 2006 None INFILTRATION &
VENTING Forced
Ventilation ---- Run Time Fan V
Method SLA CFM 50 ACH 50 ELA EgLA Supply CFM Exhaust CFM Fraction Watts Default
0.00036 2726 6.83 149.7 281.5 0 cfm 0 cfm 0 0 GARAGE
Floor
Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1
624 ft2 0 ft2 64 ft 8 ft 3 COOLING
SYSTEM System
Type Subtype Efficiency Capacity Air Flow SHR Ducts 1
Central Unit None SEER: 14.5 30 kBtu/hr cfm 0.75 sys#1 2
Central Unit None SEER: 14.5 17.4 kBtu/hr cfm 0.75 sys#0 12/
28/2010 4:12 PM EnergyGauge® USA - FlaRes2008 Page 3 of 5
HEATING SYSTEM
System Type Subtype Efficiency Capacity Ducts
1 Electric Heat Pump None HSPF: 7.8 30 kBtu/hr sys#1
2 Electric Heat Pump None HSPF: 8 17.4 kBtu/hr sys#0
HOT WATER SYSTEM
System Type EF Cap Use SetPnt Conservation
1 Electric 0.9 50 gal 60 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cert # Company Name System Model # Collector Model Area Volume FEF
None None ft2
DUCTS
Supply Return ---- Air Percent
V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF
1 Attic 6 721.75 Attic 144.35 Default Leakage Attic Default) Default) %
TEMPERATURES
Programable Thermostat: Y Ceiling Fans:
Cooling [X] Jan [Xj FebIX Mar Xj Apr j May ] Jun X Jul Xjj Augf X]] Sep OctX] NovDec
Heating tX] Jan Feb XMar JXJX] Apr X] May JXX ] Jun Jul jXjIXX] Aug Sep JXXJOct Nv jXXj Dec Venting X
Jan X Feb X Mar X] Apr X May X Jun X Jul X Aug lX] X SepX Oct LX] X NovX Dec Thermostat Schedule:
HERS 2006 Reference Hours Schedule Type
1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD)
AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80
80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH)
AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78
78 78 78 78 78 78 78 78 78 78 78 Heating (WD)
AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68
68 68 68 68 68 68 68 68 68 66 66 Heating (WEH)
AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68
68 68 68 68 68 68 68 68 68 66 66 12/28/
2010 4:12 PM EnergyGauge® USA - FlaRes2008 Page 4 of 5
FORM 1100A-08
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS: 1908 CHASE AVENUE PERMIT #:
SANFORD, FL, 32771-
INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK
Exterior Windows & Doors N1106.AB.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area.
Exterior & Adjacent Walls N1106.AB.1.2 Caulk, gasket, weatherstrip or seal between: windows/doors &
frames, surrounding wall; foundation & wall sole or sill plate; joints
between exterior wall panels at corners; 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 N1106.AB.1.2 Penetrations/openings > 1/8" sealed unless backed by truss or
joint members.
EXCEPTION: Frame floors where a continuous infiltration barrier
is installed that is sealed to the perimeter, penetrations and seams.
Ceilings N1106.AB.1.2 Between walls & ceilings; penetrations of ceiling plane to 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 N1106.AB.1.2 Type IC rated with no penetrations, sealed; or Type IC or non -IC
rated, installed inside a sealed box with 1/2" clearance & 3" from
insulation; or Type IC with < 2.0 cfm from conditioned space,
tested.
Multi -story Houses N1106.AB.1.2 Air barrier on perimeter of floor cavity between floors.
Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space
heaters comply with NFPA, have combustion air.
OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.)
COMPONENTS SECTION REQUIREMENTS CHECK
Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N1112.ABC.3
Switch or clearly marked circuit breaker (electric) or cutoff (gas)
must be provided. External or built-in heat trap required.
Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated).
Non-commercial pools must have a pump timer. Gas spa & pool
heaters must have a minimum thermal efficiency of 78%.
Heat pump pool heaters shall have a minimum COP of 4.0.
Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per
minute at 80 PSIG.
Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers
shall be mechanically attached, sealed, insulated and installed in
accordance with the criteria of Section N1110.AB.
Ducts in unconditioned attics: R-6 min. insulation.
HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for
each system.
Insulation N1104.AB.1 Ceilings -Min. R-19. Common walls -frame R-11 or CBS R-3 both
N1102.6.1.1 sides. Common ceiling & floors R-11.
12/28/2010 4:12 PM EnergyGauge® USA - RaRes2008 Page 5 of 5
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 71
The lower the EnergyPerformance Index, the more efficient the home.
1908 CHASE AVENUE, SANFORD, FL, 32771-
1. New construction or existing
2. Single family or multiple family
3. Number of units, if multiple family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (ft2)
7. Windows- Description
a. U-Factor: Dbl, U=0.51
SHGC: SHGC=0.36
b. U-Factor: Gbl, default
SHGC: Clear, default
c. U-Factor: N/A
SHGC:
d. U-Factor: N/A
SHGC:
e. U-Factor: N/A
SHGC:
8. Floor Types
a. Slab -On -Grade Edge Insulation
b. Floor over Garage
c. other
New (From Plans) 9. Wall Types Insulation Area
Single-family a. Concrete Block - Int Insul, Exterior R=8.0 1428.00 ft2
b. Frame - Wood, Exterior R=19.0 1336.00 ft2
1
c. Concrete Block - Int Insul, Adjacent R=8.0 324.00 W
3 d. N/A R= ft2
No 10. Ceiling Types Insulation Area
2887 a. Under Attic (Vented) R=19.0 2340.50 W
b. N/A R= ft2
Area
c. N/A R= ft2
235.18 ft2
11. Ducts
42.67 ft2 a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 721.75 ft2
12. Cooling systems (combined)
f12 a. Central Unit Cap: 47.4 kBtu/hr
SEER: 14.5
f12
13. Heating systems (combined)
a. Electric Heat Pump Cap: 47.4 kBtu/hrft2
HSPF: 7.87
14. Hot water systems
Insulation Area
a. Electric Cap: 50 gallonsR=0.0 1608.00 ft2
R=19.0 624.00 ft2
EF: 0.9
b. Conservation features
R= 91.00 ft2 None
15. Credits Pstat
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:
Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA -
FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home
may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at
321) 638-1492 or see the Energy Gauge web site at energygauge.com 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 (850) 487-1824.
Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G
of the Florida Building Code, Residential, if not DEFAULT.
EnergyGauge® USA - FlaRes2008
Project Summary Job: LEITZEL RES.
wrightsofta Date: 12.22.10
Entire House By: ER
DEL -AIR HEATING & AIR CONDITIONING
531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
For: SCOTT LEITZEL
Rotes:• 0 A KS
q`""f s a"K`' ' r .n .j'+M. ,5-rr"u a .`,i t r,' ; i `pK? x rDesi n.lnformatlon,_.:3:
Weather:
Winter Design Conditions
Outside db 42 °F
Inside db 70 °F
Design TD 28 °F
Heating Summary
Structure 30205 Btuh
Ducts 3020 Btuh
Central vent (0 cfm) 0 Btuh
Humidification 0 Btuh
Piping 0 Btuh
Equipment load 33225 Btuh
Infiltration
Method
Construction quality
Fireplaces
Area (ft2)
Volume (ft3)
Air changes/hour
Equiv. AVF (cfm)
Orlando Intl AP, FL, US
Simplified
Average
0
Heating Cooling
2887 2887
23985 23985
0.41 0.21
164 84
Heating Equipment Summary
Make n/a
Trade n/a
Model n/a
ARI ref no. n/a
Efficiency n/a
Heating input
Heating output 0 Btuh
Temperature rise 0 IF
Actual air flow 0 cfm
Air flow factor 0 cfm/Btuh
Static pressure 0 in H2O
Space thermostat n/a
Summer Design Conditions
Outside db 93 °F
Inside db 75 OF
Design TD 18 OF
Daily range M
Relative humidity 50 %
Moisture difference 46 gr/lb
Sensible Cooling Equipment Load Sizing
Structure 29333 Btuh
Ducts 2933 Btuh
Central vent (0 cfm) 0 Btuh
Blower 0 Btuh
Use manufacturer's data y
Rate/swing multiplier 1.00
Equipment sensible load 32266 Btuh
Latent Cooling Equipment Load Sizing
Structure 3440 Btuh
Ducts 2772 Btuh
Central vent (0 cfm) 0 Btuh
Equipment latent load 6212 Btuh
Equipment total load 38478 Btuh
Req. total capacity at 0.80 SHR 3.4 ton
Cooling Equipment Summary
Make n/a
Trade n/a
Cond n/a
Coil n/a
AR ref no. n/a
Efficiency n/a
Sensible cooling 0 Btuh
Latent cooling 0 Btuh
Total cooling 0 Btuh
Actual air flow 0 cfm
Air flow factor 0 cfm/Btuh
Static pressure 0 in H2O
Load sensible heat ratio 0
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
Fk- wrightsoft- Right -Suite® Universal 7.1.19 RSW8057 2010-Dec-28 16:14:33
ACC', E:\Files\Scott Leitzel\LeitzelRes\LeitzelRes. rup Calc = M38 Orientation = NE Page 1
rF wrightsofts Right-M Worksheet
Entire House
DEL -AIR HEATING & AIR
531 CODISCO WAY, SANFORD, FL32779PhNe:D607333N6ti59ax:407-333-3853 Web: WWW.DEL-AIR.COM
Job: LEITZEL RES.
Date: 12.22.10
By: ER
1 Room name Entire House ZN 1
2 Exposed wall 329.5 ft 178.5 It
3 Ceiling height 8.3 ft 8.0 It
4 Room dimensions
5 Room area 2902.7 fie 1613.5 ft2
Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load
number BtuhWft2-°F) Btu ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Coot Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6_,. 0
y/ 13A-5ocs 0.125 ne 3.50 2.44 216 204 714 499 216 204 714 499
L-G 2A-2om 0.510 ne 14.28 33.48 12 0 171 402 12 0 171 402
UPI 12E Osw 0,068 se 1 243 213 405 313 0 0 0 2 0
1 1 2A 2om u 0 51A Se 14 28 33 97 30 0 428 Y r'1019 a = . _.' 0 0 0
13A-5ocs 0.125 se 3.50 2.44 336 239 836 584 336 239 836 584
G 10C-m 0.510 se 14.28 11.52 71 71 1015 819 71 71 1015 819
L-
G 2A-2om 0.510 se 14.28 26.89 6 2 86 161 6 2 86 161
2A-2om 0.510 se 14.28 33.97 20 0 286 679 20 0 286 679
1.„47: 425 r. _.....;.425 481,0 626 0
13A-5ocs 0.125 sw 3.50 2.44 332 254 888 620 332 254 888 620
10C-m 0.510 sw 14.28 11.52 36 36 508 410 36 36 508 410
7A-lgsnn 0.600 sw 16.80 50.16 43 0 717 2140 43 0 717 2140
12E Osw 0 068 nw 1 90' 1 47 243 228 7434 336 0 0 0 0
2&2fm_,,..<, 0:510 n„w;. 428.'..,_,334$ f,.15v._. D
M498
209.. 49,1._
1217VVII13A-5ocs 0.125 nw 3.50 2.44 544 1743 544 498 1743 1217
G 2A-2om 0.510 nw 14.28 33.48 6 0 86 201 6 0 86 201
2A-2om 0.510 nw 14.28 33.48 20 0 286 670 20 0 286 670
2A-2om 0.510 nw 14.28 33.48 20 0 286 20 0 286 670
sP 13AA Doc Y O584 16 35 7 74 324 304 4969
670
2352 324 r304 4969 2352--
1,8 45 y h 20, 20 s338 371. 20 s
168-19adC 0.049 1.37 2.66 2341 2341 3211 6222 1054 1054 1445 2800
3=0 M
F 20P-19c 0.050 1.40 0.71 624 624 874 445 0 0 0 0
A cpt 57= 0:989.. J . 27 69 0 00 MR1626 a. 4968 s x WO n; r1614 jTq 4943; M. , Q.
N... s.w .C...m.-.........,...... {._.. ffw.i. .. h. 5.'c' o.... .c.. a'T.,.. w....,......_+.a..v m._. d'rs..nJ_., v.3<...»u.,_.{'i... at.u.e .a
5r.-.:i:i:.id uv._.,..5....v -'= r'3_.c..G..a.. vP»L n...e._.«..,_ unA.".i:."R.. T.+E,J_».wLY ice-...i4c...rrc. v-s...:..s L"k..`. ri(.:...ti•..-. ra,... affii.Y....=+,:m.1:
i
r_ <. .,, xc...m4 w- ... ._..;:u ss.+.. _:.,x __ s cr. a5' .. ,< Y.r r.#. , S,"»,.,rt[k
f'.....¢.
2.'.,
Y... mot.. .i s. 1 ,.._s d.....,.,.k- q..s..d.
w«. w:w_..,e.,.. .«. r a. uf..<. .n i n..-....-3 n..e. mod. z__z_.
e - o-..._ was s.,-._ ... u...w,....1--..A.. a..u... A. , ,eL. ....5..,...t e..... a.... ra2.w`t 3..».
Jut
i a. Txv{.„..M._.u...n.u..x._
tf 4 s
I,MS.0 a_... ,..
R 4
wKv .. I ....n A.U, rn...fa ,. S.. L.:4: kn5:r+r5...__..,
e , ', a ..,. ...-x..z..wu._,,.-...:: rxuk.,..t...-:.-'.. e....x: x ..« w '
T t v ' _ va..... Li..k,..
a _L.:<t.. 5 . _.,. sF, w+ u..s-_..-
i
i.1.,.._
R i:t- _.....
i..%ae. ... v,...:...uk.t......-. ",
yT"o-'.3.`.:.
T.G S. «:w.c-1 t .. r..,.G.,4. a.... .. ... vt 4.s.:,...3
o- '
f p. sx d C r•.i` kT.a"""".
r.:rv,- ., v-a . .-{ i. x ....r r} w.ivi % S' e$
a,
xi
a. -', nn ,.a x 'k`. , r i. ..,. ., xv.. m+ H§!...J" <c rcxxv' ..,, 07
6 c) AED excursion 671 1068
Envelope loss/gain 25174 22602 19316 15662
12 a) Infiltration 5031 1610 2599 832
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 4 920 3 690
Appliances/other 4200 3000
Subtotal (lines 6 to 13) 30205 29333 21916 20184
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 30205 29333 21916 20184
15 Duct loads 10% 10% 3020 2933 100/0 100/0 2192 2018
Total room load 33225 32266 T24107 22203
Air required (cfm) 1600 1600 1000 1000
Printout certified byACCA to meet all requirements of Manual J 8th Ed.
wrigr+tsort- Right -Suite® Universal 7.1.19 RSU08057 2010-Dec-28 16:14:33
E:\Files\ScottLeitzel\LeitzelRes\LeitzelRes.rup Calc = MJ8 Orientation = NE Page 1
rF wrightsoft, Right-M Worksheet
Entire House
DEL -AIR HEATING &AIR
PJOT 3931tln q.: 531 CODISCO WAY, SANFORD, FL 32779 R onNe: 107-333-3853 Web: WWW.DEL-AIR.COM
Job: LEITZEL RES.
Date: 12.22.10
By: ER
1 Room name ZN 2
2 Exposed wall 151.0 It
3 Ceiling height 8.6 ft
4 Room dimensions
5 Room area 1289.2 ft2
Ty Construction U-value Or HTM Area yr) Load Area Load
number BtutVft2-OF) BtutVft or perimeter (ft) Bluh) or perimeter
Heat Cool Gross N/P/S_ Heat Cool Gross N/P/S Heat Cool
6 W, i1-2- no, 1.90
13A-5ocs 0.125 ne 3.50 2.44 0 0 0 0
2A-2orn 0.510 n 14.28 33.48 0 0 0 0
77:71 7V`71 7!7 7- T 7',7 `,77-77 7= 7-7-,
Y" 1 5 A 7,
1 3A-5ocs 0.125 se 3.50 2.44 0 0 0 0
10C-M 0.510 se 14.28 11.52 0 0 0 0
2A-2orn 0.510 se 1 4.28 26.89 0 0 0 0
2A-2orn 0.510 se 14.28 33.97 0 0 0 0
1, Qs P7
13A-5ocs 0.125 sw 3.50 2.44 0 0 0 0
IOC-m 0.510 sw 14.28 11.52 0 0 0 0
7A-lgsnn 0.600 sw 16.80 50.16 0 0 0 0
12 Qsvi nw! 90- 147 43 -2434 5
L, X- 2 09 49j 13A-
5ocs 0.125 nw 3.50 2.44 0 0 0 0 2A-
2orn 0.510 nw 14.28 33.48 0 0 0 0 2A-
2orn 0.51 0 nw 1 4.28 33.48 0 0 0 0 2A-
2orn 0.510 nw 14.28 33.48 0 0 0 0 13AA
06c-, 584 7 5 7- 4 4QQO
n7 5 2 0 C
1613-19ad 0.049 1.37 2.66 1287 1287 1766 3421 Tq,
V", J ;,o 8", K M, M"! F
20P-19C 0.050 1.40 0.71 624 624 874 445 L7
qi 2F 72 M 7:, 7t
K.
1MM 7,
L, ZZ R
E,
701LI,2_7 A- M=JAT s.
7M 1 177_E_' L"a" J21,121 all Ti= M= MT
71,, i' 7 7 K,
hM 21_1_1 z. 27 2UMMM
11703-MM' 7"n'K'1'1__5%1]11M1_1 TERM KiM
TL7 nYlp 1,71 1V1,
77 M 1
21
T 7 6
c) AED excursion 0 Envelope
loss/gain 5858 7338 12
a) Infiltration 2431 778 b)
Room ventilation 0 0 13
Internal gains: Occupants @ 230 1 230 Appliances/
other 1200 Subtotal (
lines 6 to 13) 8289 9546 Less
external load 0 0 Less
transfer 0 0 Redistribution
01
0
4
1 [14Subtotal 8289 9546 15
1Duct loads 100/0 100/0 829 9551 Total
room load 9118 10501 1 1 Airrequired (cfm) 1 6001 6001 Printout
certified by ACCA to meet all requirements of Manual J 8th Ed. Q= -
rf&- Right -Suite® Universal 7.1.19 RSU08057 2010-Dec-28 16:14:33 145Gk
E:\Files\ScottLeitzel\LeitzelRes\Leitze[Res.rup Calc = MJ8 Orientation = NE Page 2
For: SCOTT LEITZEL
I•- . OAKS
x C= t i zL r' .t' "`+.+,d .,:LY, x .:r .:p.M,'"" r F"•-. s y r r, _ y •.r r r.::;; ,. v:..vq;: + .; i.y ,, , .. T+' ' i k5 hrx:Des .
x::+
Ilt1fOPnlatloll t;:r....f~'', Weather:
Orlando Intl AP, FL, US Winter
Design Conditions Outside
db Inside
db Design
TD Summer
Design Conditions 42
OF Outside db 70 °
F Inside db 28 °
F Design TD Daily
range Relative
humidity Moisture
difference Heating
Summary Structure
21916 Btuh Ducts
2192 Btuh Central
vent (0 cfm) 0 Btuh Humidification
0 Btuh Piping
0 Btuh Equipment
load 24107 Btuh Infiltration
Method
Construction
quality Fireplaces
Area (
ft2) Volume (
W) Air
changes/hour Equiv.
AVF (cfm) Simplified
Average
0
Heating
Cooling 1614
1614 12908
12908 0.
39 0.20 85
43 Heating
Equipment Summary Make
CARRIER Trade
14 SEER HP Model
25H BC33OA003 ARI
ref no. Efficiency
7.8 HSPF Heating
input Heating
output 0 Btuh @ 47°F Temperature
rise 0 OF Actual
air flow 1000 cfm Air
flow factor 0.041 cfm/Btuh Static
pressure 0.40 in H2O Space
thermostat 93 °
F 75
OF 18
OF M
50 %
46
gr/lb Sensible
Cooling Equipment Load Sizing Structure
20184 Btuh Ducts
2018 Btuh Central
vent (0 cfm) 0 Btuh Blower
0 Btuh Use
manufacturer's data y Rate/
swing multiplier 1.00 Equipment
sensible load 22203 Btuh Latent
Cooling Equipment Load Sizing Structure
1964 Btuh Ducts
1705 Btuh Central
vent (0 cfm) 0 Btuh Equipment
latent load 3669 Btuh Equipment
total load 25872 Btuh Req.
total capacity at 0.75 SHR 2.5 ton Cooling
Equipment Summary Make
CARRIER Trade
14 SEER HP Cond
25HBC33OA003 Coil
FX4DNF031T00 AR
ref no. Efficiency
Sensible
cooling Latent
cooling Total
cooling Actual
air flow Air
flow factor Static
pressure Load
sensible heat ratio Printout
certified by ACCA to meet all requirements of Manual J 8th Ed. 1. -
Fid- wrightsoft` Right -Suite® Universal 7.1.19 RSU08057 ACC',
E:\Files\ScottLeitzel\LeitzelRes\LeitzelRes.rup Cale = MJ8 Orientation = NE 14.
5 SEER 22500
Btuh 7500
Btuh 30000
Btuh 1000
cfm 0.
045 cfm/Btuh 0.
40 in H 20 0.
86 2010-
Dec-28 16:14:33 Page
2
T wrightsoft' Right-J@ Worksheet
ZN 1
DEL -AIR HEATING & AIR
531 CODISCO WAY, SANFORD, FL 3277 Ph ne:
D)
07 333N665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: LEITZEL RES.
Date: 12.22.10
By: ER
1 Room name ZN 1 bth 2
2 Exposed wall 178.5 It 15.5 It
3 Ceiling height 8.0 It 8.0 It heat/cool
4 Room dimensions 9.5 x 6.0 It
5 Room area 1613.5 ft2 57.0 ftz
Ty Construction U-value Or HTM Area (M Load Area (ft Load
number Btut1/ft2-°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 W,. .. 1:2E„Osw o. „ _.._ Oi068 ne.': 1,,. bd
yl 13A-5ocs 0.125 ne 3.50 2.44 216 204 714 499 0 0 0 0
L--G 2A-2om 0.510 ne 14.28 33.48 12 0 171 402 0 0 0 0
yJ 12E Osw 0 068 se 0 00 0 00 0 0 0 0 0 e k T O 0 0;
11 2A.2orn.m:.._.__ 0510-_se.: 000,:Y_ OOQw...b0.,. A...w. 0_...._.0,= w 0y w 00___,
13A-5ocs 0.125 se 3.50 2.44 336 239 836 584 0 0 0 0
G 10C-m 0.510 se 14.28 11.52 71 71 1015 819 0 0 0 0
2A-2om 0.510 se 14.28 26.89 6 2 86 161 0 0 0 0
I{---GG 2A-2om 0.510 se 14.28 33.97 20 0 286 679 0 0 0 0
30 0 0 M r . 0 0 U . .--0:
13A-5ocs 0.125 sw 3.50 2.44 332 254 888 620 48 27 93 65
loc-m 0.510 sw 14.28 11.52 36 36 508 410 0 0 0 0
7A lgsnn 0.600 sw 16.80 50.16 43 0 717 2140 21 0 358 1070
r 12E 0sw 0,068 nw 0 00 0 00 0 0 0`, 0 t0; 0
213 2fm ._. 'r O'310, nw 0 02 0 09 0 m ._::0 e..0 u{ _u0 w. 0 u . w
13A-5ocs 0.125 nw 3.50 2.44 544 498 1743 1217 76 70 245 171
G 2A 2om 0.510 nw 14.28 33.48 6 0 86 201 6 0 86 201
2A 2om 0.510 nw 14.28 33.48 20 0 286 670 0 0 0 0II-_GG 2A 2om 0.510 nw 14.28 33.48 20 0 286 670 0 0 0 0
P 13AA Ooc 0 584 16 35 7 74 324 304' 4964 2352 0 gip 0 7$ 0
11 J0
ry r y
C 16B-19ad 0.049 1.37 2.66 1054 1054 1445 2800 57 57 78 152
F .. 19A 19cscp ,. 0 049 0 00 0.00 0 w, _:0 1.1.... x :0 rK 0 x _ _ 0 m _ 0
F 20P 19c 0.050 0.00 0.00 0 0 0 0 0 0_ 0_ 0.
F x t 27 69 h .L 0 00 a *_1614 r .. 0 P s 57 t6ri 429: i N 0
r ,1f y„.. 1 } K 9" .a......® e.rw=' t. 4..>.:a ,"Cr.w.e ir' S M.n t,1E y.w..w_ Z„w`w..i.... z.G^µw"..za',.+_11E M a =..
d 5 9L 3ftz,:_=M= r;-.5'_i 129= s...s= z^..._.x...:.._..
F«.. L%,b...G a..: ..!
3FT
Ya ,..<. .., .... _. r... mow mew,. ... A>M..ra, tr..
e4...uv...,
Y
k t'y^ i .ip^'....
w....f.._.
i w..
mttw,.w, S.vmakz -.. - x iH i:, k rlr..'..4: va aS
E` s....._._...-...-.rn. ts. .,.;.,...._ 33Y..,.+...... b..':..,3±''s<i a.3`23.3s,•: as w-.- A._ : ."'.s3z..-.:,.,.' w.a
Yr..ti... d`3 .. t..a..«iL y`.. S..we.»w,,t: x...aat:t C.:.. fa N x. ate.- Z. S EzFiixYr..., x.n.,.L.FL i'Y nw."#;:t.Q-...
7^ v'...vke. :.l xx ?
H t.^....`
x`..-,_..arna::FS. 7MS`x..e}.m2.e.`<
vup 2':
6 c) AED excursion 1068 392
Envelope loss/gain 19316 15662 1290 2051
12 a) Infiltration 2599 832 226 72
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 3 690 0 0
Appliances/other 3000 0
Subtotal (lines 6 to 13) 21916 20184 1516 2123
Less exlemal load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 21916 20184 1516 2123
15 Duct loads 10% 100/0 2192 2018 100/0 100/1 152 212
Total room load 24107 22203 1667 2336
Air required (cfm) 1000 1000 691105I'
Printout certified byACCA to meet all requirements of Manual J 8th Ed.
wrigr tsoic Right -Suite® Universal 7.1.19 RSU08057 2010-Dec-28 16:14:33
GGA. E:\Files\ScotlLeilzel\Leitze]Res\LeitzelRes. rup Calc = MJ8 Orientation = NE Page 3
IF wrightsoft° Right-JO Worksheet
ZN 1
DEL -AIR HEATING & AIR
531 CODISCO WAY, SANFORD, FL 3277T PhNe:Dj07 333N665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: LEITZEL RES.
Date: 12.22.10
By: ER
1 Room name closet 2 closet 3
2 Exposed wall 6.0 It 6.5 It
3 Ceiling height 8.0 It heat/cool 8.0 It heat/cool
4 Room dimensions 9.5 x 6.0 ft 9.5 x 6.5 it
5 Room area 57.0 ftz 61.8 ftz
Ty Construction U-value Or HTM Area (ftz) Load Area (ft Load
number Btuh/W-OF) Btuh/fR) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat FC001 Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6:.W.„j2E.Osw ... , ,.., 0:.068 ne_' 0.00 0 00.. 4 :0 xw a w0. a ..0 n _ 0 u . 0 0 0,' M w GKO'
t-G
13A-5ocs 0.125 ne 3.50 2.44 0 0 0 0 0 0 0 0
2A-2om 0.510 ne 14.28 33.48 0 0 0 0 0 0 0 0
12E Osw 0.066 se TOO w 000 0 0 0 0 iw 0 0 Q V
11 W.;2A2om 0;510_se.,_.,_e.000 E_ 000,E 0_._ 0._.._,-0._.'._. 0. s 0._:,__ 0 A.
VV JJ 13A-5ocs 0.125 se 3.50 2.44 0 0 0 0 0 0 0 0
I--G 10C-m 0.510 se 14.28 11.52 0 0 0 0 0 0 0 0
2A-2om 0.510 se 14.28 26.89 0 0 0 0 0 0 0 0
2A 2om 0.510 se 14.28 33.97 0 0 0 0 0 0 0 0
A 068 s'nv? 0. d P aab;
13A-5ocs 0.125 sw 3.50 2.44 48 48 168 117 52 52 182 127
10C-m 0.510 sw 14.28 11.52 0 0 0 0 0 0 0 0
7A 1 nn9s 0.600 sw 16.80 50.16 0 0 0 0 0 0 0 0
12E Osw O'068 nw 0 00 0 00 d g 0
M _ 0 00,: w. 0 x 0
13A-5ocs 0.125 nw 3.50 2.44 0 0 0 0 0 0 0 0
G 2A-20m 0.510 nw 14.28 33.48 0 0 0 0 0 0 0 0
2A-20m 0.510 nw 14.28 33.48 0 0 0 0 0 0 0 0
2A 2om 0 510 nw 14.28 33.48 0 0 0 0 0 0 0 0
P 13AA Ooc r. 0 584 16 35 7 74' 0 0 0 0 0 0 M 0 0:
q 1 JO,,_ _ , ... -w_. 0'600 nr 1.6 80. 18.45 0.., 0..: 0 v_>.,4 2`
164C16B-19ad 0.049 1.37 2.66 57 57 78 152 62 62 85
F : 1.9A 19cscp_ ..z ':.s, f__• __0 049 0 00, 0 OQ r f..,,. 0 t':.0 0 a : .w..<. 0 sue O i'0 w_ ,.:0`. g` i, xQ
F 20P-19c 0.050 0.00 0.00 0 0 0 0 0 0 0 0
a,. t.-,.. ... .__ v...s 5'. 3 .
Y ik..u+li:xe yi.-" '....-y"' t.aL s... e. C.N'.. Y,.,_r.,y..b.u%. s.._.._.,..wi«.a.. tF w>.. >.'..'a or.,«
i
m....:..
azma.a
s..i.x._.. r.....,.,.... ......tsc r...s.rv,.,n.;..,.., wx•...._. w;.,. re.a,a.,,. x..:.3 a ....... aa, L,..w,,..,. -
3.r„2_krk, a.,a.l.... u: t..
s _ _ ..
ed'v'............ h4i..•'.nL zli3..f o:s..«.n..'F....w.. w'..:.3..3.5......_
5"+ i q
n d y Py ts' g
at» ef`_ .s . i.i... v v •. ..- -- .. 3, a._A, Y,.1..r. .k!rkevi k„{. ,v 1
sI 7 i axwJL 1 2. ._ .
sti -. ... __... i.. ri..,a... Str..:.:«. a-... _ i.._.w. Sw.r .. r,.?[a..,.w.._ik n-» w..a5£ 2.c.m....<..>d. wlr'w....«+.: t" n-
S
np3r p`S"e G . T t, w¢`,.T' ,•.'in ek ice$ 3 ' rk G'}?Y
3 q,, Y i 6 c)
AED excursion 11 12 Envelope loss/
gain 412 258 447 279 12 a)
Infiltration 87 28 95 30 b) Room
ventilation 0 0 0 0 13 Internal
gains: Occupants @ 230 0 0 0 0 Appliances/other
0 0 Subtotal (lines
6 to 13) 500 286 541 309 Less external
load 0 0 0 0 Less transfer
0 0 0 0 Redistribution 0
0 0 0 14 Subtotal
500 286 541 309 15 Duct
bads 100/ 100/0 50 29 100/ 100/1 54 31 Total room
load 550 314 596 340 Air required (
cfm) 23 14 251 15 Printout certified
byACCA to meet all requirements of Manual J 8th Ed. IftRight -Suite®
Universal 7.1.19 RSLI08057 2010-Dec-28 16:14:33 E:\Files\
Scott Leitzel\LeitzelRes\LeitzelRes. rup Calc = MJ8 Orientation = NE Page 4
F wrightsoft' Right-M Worksheet
ZN 1
DEL -AIR HEATING & AIR
531 CODISCO WAY, SANFORD, FL 3277i Ph ne:
D)
07' 33N665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: LEITZEL RES.
Date: 12.22.10
By: ER
1 Room name bth 3 bdrm 2
2 E)posed wall 15.0 It 16.5 It
3 Ceiling height 8.0 It heat/cool 8.0 It heat/cool
4 Room dimensions 9.5 x 5.5 It 16.5 x 12.0 It
5 Room area 52.3 ftz 198.0 ftz
Ty Construction U-value Or HTM Area (f12) Load Area yt Load
number Btuh/ftz-OF) Btuf1/ftz) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 W o 12E,Osw , .... ,_ 0:068 nea 0 00 kc i0 0 d . 0..r,. 0,0 s..0 a .0 M., 0 Q
W 13A-5ocs 0.125 ne 3.50 2.44 0 0 0 0 0 0 0 0
t-G 2A-2om 0.510 ne 14.28 33.48 0 0 0 0 0 0 0 0
y/ 12E Osw _ 4 O'068 se 0 00' 0.00 0 0 0 0 0 0 0 0
it r t - 2A,2om _, ... ,... 0 510 se 0 a.., _. 0
13A-5ocs 0.125 se 3.50 2.44 76 70 245 171 0 0 0 0
I--G 10C-m 0.510 se 14.28 11.52 0 0 0 0 0 0 0 0
2A-2om 0.510 se 14.28 26.89 6 2 86 161 0 0 0 0
2A 2om 0.510 se 14.28 33.97 0 0 0 0 0 0 0 0
W ! " 12E_Osw,.'_ 0 068 i O,OQ` z. r.0 u.0
13A-5ocs 0.125
sw
sw 3.50
0.00
2.44
0
44 23
e . ,.0
79
sr'_,
55 0 0 0 0
10C-m 0-510 sw 14.28 11.52 0 0 0 0 0 0 0 0
7A-1gsnn 0.600 sw 16.80 50.16 21 0 358 1070 0 0 0 0
t2E Osw 0 :068 nw, 0 0
µ
0 0 p 0 p
A,Qo, x . Q y -:.0 n0
13A-5ocs 0.125 nw 3.50 2.44 0 0 0 0 132 112 392 274
2A-2om 0-510 nw 14.28 33.48 0 0 0 0 0 0 0 0
2A-2om 0.510 nw 14.28 33.48 0 0 0 0 20 0 286 670
2A 2om 0.510 nw 14.28 33.48 0 0 0 0 0 0 0 0
P$ 13AAOoc rr 0584` a t774; 0 0 0 s? YO c 0ex 0 76 0
D 11 ._-. i .. 0 600 C v63510 18 Q x
C 16B-19ad 0.00449 1.37 2.66 52 52 72 139 198 198 272 526
F. _6 DYA: 19csep . ,.- .!Mx w. 0:049 x O. 7-- 0:00.:L,,-, psi 0 MD Mafya M= w 0g E„_. ',;s Q: F
20P 19c 0.050 0.00 0.00 0 0 0 0 0 0 0 0 Z_
C 22A cpl» E : - '. 0 989 xa is y .w» :
a27.:
69 wO QQ yt ea;. a ,. , a `72 E u 5 vkr -,r 4153 ",T 198 R,,....
am.......
a..:-":_'...: u.w:.'.Mu#.....:....; 1-P --.-" 4'c_^..L:Es£:ua s"S".u....>..5..'Lra aa.,.:.....G.__.::::x......-°Gc+:. z.=.:: . i'.:.-: s.1,.::!:..a ix''.,.. r
h X ..
s.. ,'.v. a
m .,
r r. .. hs, 6y a SiS.Y'«\Y an. E,,, a' n 4 : a » w. v:..a. C ,,5„1, i.
x, M ..:'-., Ra`
3 a ..
o,Ln:d 4:e..< ,.awn... A-
r..
a.Li'«.:.t x E%
s^ s ; °^"
ts t..^, S.z ,s.... a.,. 3
ra.
3..... :..... ov ^.,
i 3_
m.:.u.+v n'a.,..a..+mc.,o. r.. fE°`i s.. 5
x F..srr.,s 1.°.s.<.._. c-
t:.i^-. h,,....su_....: ":is...- r E u-€ F.
a. ,. q n aF`.. 5,»...n,» as
a1" ws:::4at.; e „'"°di,. t . 3"_n a m , : r 3,t«'........ n.....3... r,"'r"",. A.-..:.,.. s''.b' x..
a. i:
Si...... ' yf w...
s....`-+.s L._.."
a
Ei-...,.. W.m..R . 1, r..s:..c. f.: i t,+..:.: <.
uc au §R l.0 ni& w.
t..,"ut,.. 1
4z" 7kv..:.
a..'%rda..,zw.k4 s
F ^ 9 wz- w<w.(z. st.. s J t i. zxi. ,'
t'd 4'£ w,. n:..x i "2 bsY."Y y Ws. s P ' kv-.,.2".xw€h, pF Luc:.:t'.. Y. u. s: $ ur.b°.Sxtw, saa'...a s, ..._ .,, ..d.. o-., L "
E%
174.::: a u.% tL r:2.....-- i.xh•_.'i ux"'
q: sai-
a,>...-r..a fa'
i "Eg" i
Y...f.iR o..,x.-... yc.•k.,ee..... 1 3:z.r . ,.::, tom,
y Fiv i
x+ff'..'^Y, E Y. L= .. c
e. vn..._...c M1 e Lt*{{.e.-wFwxAv_-.-.... f... ...,1:s'x:a.n a.i.1Yu:6: 94..
t,..4t',. u fFsziia ,r ,. AIWm'4, , m 6
c) AED excursion 272 182 Ernelope
loss/gain 1255 1868 1406 1652 12
a) Infiltration 218 70 240 77 b)
Room ventilation 0 0 0 A 13
Internal gains: Occupants @ 230 0 0 0 0 Appliances/
other 0 0 Subtotal (
lines 6 to 13) 1474 1938 1646 1729 Less
extemal load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 1474 1938 1646 1729 15
Duct loads 10% 100/0 147 194 100% 100/0 165 173 Total
room bad 1621 2132 1811 1902 Air
required (cfm) 67 961 75 86 Printout
certified by ACCA to meet all requirements of Manual J 8th Ed. wr:
yr,tsorc- Right -Suite® Universal 7.1.19 RSLI08057 2010-Dec-28 16:14:33 A
E:\Files\ScottLeitzehLeitzelRes\LeitzelRes.rup Calc = MJ8 Orientation = NE Page 5
wrightsoftf Right-J® Worksheet
ZN 1
DEL -AIR HEATING & AIR
531 CODISCO WAY, SANFORD, FL 3277i Phone:D40 ! 33N665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: LEITZEL RES.
Date: 12.22.10
By: ER
1 Room name bdrm 3 living
2 Exposed wall 21.0 ft 38.0 It
3 Ceiling height 8.0 ft heat/cool 8.0 It heat/cool
4 Room dimensions 1.0 x 235.5 It 1.0 x 547.0 ft
5 Room area 235.5 ftz 547.0 ftz
Ty Construction U-value Or HTM Area (ftz) Load Area (ft Load
number Btuh/ftz°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6W Q„0
W 13A-5ocs 0.125 ne 3.50 2.44 16 16 56 39 0 0 0 0
G 2A-2om 0.510 ne 14.28 33.48 0 0 0 0 0 0 0 0
12E Osw 0 068 se 0 00 0 00 Q
11 2A.2om_,. 0,510 se,. 000 000,. Q 0, 0 0
13A-50cs 0.125 se 3.50 2.44 132 112 392 274 128 57 199 139
G 10C-m 0.510 se 14.28 11.52 0 0 0 0 71 71 1015 819
2A-2om 0.510 se 14.28 26.89 0 0 0 0 0 0 0 0
2A-2om 0.510 se 14.28 33.97 20 0 286 679 0 0 0 0
sw : u0 00 v 0.0t) fa _ 1, 0 0 73>> 0
13A-5ocs 0.125 sw 3.50 2.44 20 20 70 49 0 0 0 0
10C-m 0.510 sw 14.28 11.52 0 0 0 0 0 0 0 0
7A 1gsnn 0.600 sw 16.80 50.16 0 0 0 0 0 0 0 0
1-2E Osw 0 068 7 nw 0 00 0 z z + 0 0
2B 0510.nw. 000w f 0,00 0' 0
43013A-50cs 0.125 nw 3.50 2.44 0 0 0 0 176 176 616
2A-2om 0.510 nw 14.28 33.48 0 0 0 0 0 0 0 0
2A-2om 0.510 nw 14.28 33.48 0 0 0 0 0 0 0 0
2A-2om 0.510 nw 14.28 33.48 0 0 0 0 0 0 0 0
P 13AA`a , Ooc 0 584 16 35 0 0 tt,,a 0 z228 2283728 1764'
c,4a.,,Q O
C 166-19ad 0.049 1.37 2.66 236 236 323 626 392 392 538 1042
F . 19A 19cscpi z£ - 0049 v0.00 0,00 0 s F.. 0 n r _ ,0 0 p Q A,
F 20P-19c 0.050 0.00 0.00 0 0 0 0 0 0 0 0
llF
r
r38RE1Ail
f 3.. 04.,. ,"ti•"-'.§.,
v., gym. c,s#`iFtti v"Sa`tc.r
1..... r na.4$ `5.1 q..,v .a .±%K ex . .,, .P,.
A.`k"+.v w.G a., i.Ee a ..w x F. rS.' ab i..r J Yero umw.ukm. s..,. m. w.
d,
7,1ES.^
wm n6,,.'-
is`52. f,..g9- F. "a i+f e
tss.R w..8.d..... K.. 3,
S..Y i a.:.. Y .. 3 . }s.. tF.&$i$ i "C.i.. rt.,.... ; . i . r.z4 ro.L:3w iWl
M: me:.' a`.. -.A ,.. n.s.o.. ._.. u.. _ .zt+.
fr
n
77
6
c) AED excursion 25 234 Envelope
loss/gain 1708 1642 7149 3960 12
a) Infiltration 306 98 553 177 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 0 0 3 690 Appliances/
other 0 1200 Subtotal (
lines 6 to 13) 2014 1740 7702 6028 Less
extemal load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 2014 1740 7702 6028 15
Duct loads 10% 100/0 201 174 10 % 10 % 7701 603 FfTotal
room load T-J2215 1914 8473 6630 Air
required (cfm) 92 86 351 299 Printout
certified byACCA to meet all requirements of Manual J 8th Ed. r+
wr:gr tsort- Right -Suite® Universal 7.1.19 RSLI08057 2010-Dec-28 16:14:33 E:\
Files\ScottLeitzel\LeitzelRes\LeitzelRes.rup Calc = MJ8 Orientation = NE Page 6
r- wrightsofts Right-M Worksheet
ZN 1
DEL -AIR HEATING & AIR
531 CODISCO WAY, SANFORD, FL 3277YRR DIT393! s' 5NFax: 407-333-3853 Web: WWW.DEL-AIR.COM Job:
LEITZEL RES. Date:
12.22.10 By:
ER 1
Room name laundry powder 2
Eposed wall 10.0 ft 0 ft 3
Ceiling height 8.0 ft heat/cool 8.0 It heat/cool 4
Room dimensions 7.0 x 10.0 ft 5.0 x 7.0 ft 5
Room area 70.0 ft2 35.0 ftz Ty
Construction U-value Or HTM Area (ftz) Load Area (ftz) Load number
Btuh/ft2-°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat
Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6
12E„Osw_ 280
0
t-
G2A-2om 13A-
5ocs 0.125 ne 3.50 2.44 80 80 195 0 0 0 0 0.
510 ne 14.28 33.48 0 0 0 0 0 0 0 0 1,
Osw 0 068 se 0 a0; 0 00 0 0 x 0 0 0 0' 0 0 11
2om. ',t. " is Adz z 0.'OOis' O.OQ p 0
0
µw. <D; v,;v 0 Otf Ir,0 V
1 13A-5ocs 0.125 se 3.50 2.44 0 0 0 0 0 0 0 G
10C-m 0.510 se 14.28 11.52 0 0 0 0 0 0 0 0 2A-
2om 0.510 se 14.28 26.89 0 0 0 0 0 0 0 0 2A
2om 0.510 se 14.28 33.97 0 0 0 0 0 0 0 0 0:
00'. c 0.00 0 m - 0 wv w_0 0 y _ P VF--
G 13A-
5ocs 0.125 sw 3.50 2.44 0 0 0 0 0 0 0 0 1OC-
m 0.510 sw 14.28 11.52 0 0 0 0 0 0 0 0 L_
C 7A-lgsnn 0.600 sw 16.80 50.16 0 0 0 0 0 0 0 0 12E
Osw O'068 nw x 0 00 0 00 Q 0 0 0 0 Z_ r 0 S, a-y nw `
000 O.Oq s._. 0. 0 3 ... MO z. 0 0 13A-
5ocs 0.125 nw 3.50 2.44 0 0 0 0 0 0 0 0 G
2A-2om 0.510 nw 14.28 33.48 0 0 0 0 0 0 0 0 2A-
2om 0.510 nw 14.28 33.48 0 0 0 0 0 0 0 0 2A-
2om 0.510 nw 14.28 33.48 0 0 0 0 0 0 0 0 P
h 13AA Ooc i ? 0 584 16 35; 7 74 56 36 587 278 40 S 40 654' 310 e -
f) 11J4_ e F. 0 :600 ne -.. e 1,8 80. md1.8 4F 2p r =20338 w ,.371 0 e. 0 k. .0 O': C
16B-19ad 0.049 1.37 2.66 0 0 0 0 0 0 0 0 Q
049 a 0'00, 0 F
2OP-19c 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F .
277 aef.
r.a. i
1 _ S S?w.. 4,.^ n ,.,b r-c. e. i .,W. i.... a b'n. ..... na. ?aa'xiaa;,
e r,m.4 sv LiYJ,a>...' d'`.,,,-.3n. L.....-.,','.
s-
U r M`5h
w.,
c.. a.....
I iI..Q 465.
Q _
v 1 VA' ,afi m.. _
O 6
c) AED excursion 56 12 Envelope
loss gain 1482 788 654 298 12
a) Infiltration 146 47 0 0 b)
Room ventilation 0 0 0 0 13
Internal gains: Occupants @ 230 0 0 0 0 Appliances/
other 600 0 Subtotal (
lines 6 to 13) 1627 1435 654 298 Less
external load 0 0 0 0 Less
transfer 0 0 0 0 Redistribution
0 0 0 0 14
Subtotal 1627 14351 654 298 15
Duct loads 10% 10% 163 143 10% 10% 65 30 Total
room load 1790 1578 719 328 Air
required (cfm) 74 71 30 15 Printout
certified byACCA to meet all requirements of Manual J 8th Ed. w
ilo tsofc- Right -Suite® Universal 7.1.19 RSLI08057 2010-Dec-28 16:14:33 E:\
Files\ScottLeitzel\LeitzelRes\LeitzelRes.rup Calc = MJ8 Orientation = NE Page 7
wrightsoft3 Right-J® Worksheet
ZN 1
DEL -AIR HEATING & AIR
531 CODISCO WAY, SANFORD, FL 3277i Fh ne:: )07 333T Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: LEITZEL RES.
Date: 12.22.10
By: ER
1 Room name kitchen brkfst
2 Exposed wall 25.0 ft 25.0 It
3 Ceiling height 8.0 ft heat/cool 8.0 ft heat/cool
4 Room dimensions 10.0 x 15.0 ft 10.0 x 15.0 ft
5 Room area 150.0 ftz 150.0 ftz
Ty Construction U-value Or HTM Area (ftz) Load Area (ftz) Load
number BtutditzOF) Btuhftz) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 W 72E A 0 0 uj v :a 0 0 FO Q' 0
Vy 13A-50cs 0.125 ne 3.50 2.44
s ..
120 108
t . z.. ,
378 264
w , ,
0
a.
0 0 0
I-C 2A-2om 0.510 ne 14.28 33.48 12 0 171 402 0 0 0 0
12E Osw
2Aw2am , ,.
0 068
O 10
se ,
kse , 0,00
0 00
0 00-
00
A M,0
0
0 0 3 as0 4 " •0 0,`
13A-5ocs 0.125 se 3.50 2.44 0 0 0 0 0 0 0 0
10C m 0.510 se 14.28 11.52 0 0 0 0 0 0 0 0
2A 2om 0.510 se 14.28 26.89 0 0 0 0 0 0 0 0
2A 2om 0.510 se 14.28 33.97 0 0 0 0 0 0 0 0
V(. , . maxf2EOsw _ _ 0068 n. sw i': 0.00, t 0 ;00> 0 0 r r:v . TO r 0 u 0u- . 0 m 0!
r D
13A-5ocs 0.125 sw 3.50 2.44 0 0 0 0 120 84 296 206
C tOGm 0.510 sw 14.28 11.52 0 0 0 0 36 36 508 410
7A lgsnn 0.600 sw 16.180 50.16 0 0 0 0 0 0 0 0
yJ/ 12EOsw 0 068 nw 0.0 0 0
G 26x2fm 0:00 0
13A-5ocs 0.125 nw 3.50 2.44 80 80 280 195 80 60 210 147
G 2A 2om 0.510 nw 14.28 33.48 0 0 0 0 0 0 0 0
2A 2om 0.510 nw 14.28 33.48 0 0 0 0 0 0 0 0
2A 2om 0.510 nw 14.28 33.48 0 0 0 0 20 0 286 670
P 13A' A Ooc 0 584 16 35 7 74 0 1
D_ 1.9J0- rn 18.45 0 Q 0.
0
0 x0 0! a,_..-0€
C
s.., .
168 19ad
0;600.
0.049
16.80.
1.37 2 66 0
n,0,
0 0 0 0 0
uu._
0 0
0„ 0..:
F 20P 19c 0.050 0.00 0.00 0 0 0 0 0 0 0 0,
F . ,...22A.cpl f „_ m n 0.989 ti 27 69 OE00 Q
W,.
i
k
s
rct. YS
1{
ii x S P7
K
aW" w,3.
m 0J
MQT
Sk.
a
x x"nw; v . >k4„_, . n ykf `.
m...,nat.
6 c) AED excursion 81 653
Envelope loss/gain 1522 780 1991 2085
12 a) Infiltration 364 117 364 117
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 1200 0
Subtotal (lines 6 to 13) 1886 2096 2355 2202
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 1886 2096 2355 2202
15 Duct loads 10% 10 % 189 210 100/0 10 % 236 220
Total room load 2074 2306 2591 2422
Air required (cfm) 86 104 1071109
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
fJ& wrGgr.tsort- Right -Suite® Universal 7.1.19 RSU08057 2010-Dec-28 16:14:33
C A E:\Files\ScottLeitzehLeilzelRes\LeitzelRes.rup Calc = MJ8 Orientation = NE Page 8
For: SCOTT LEITZEL
Notes: rvsd 12-28-1OAKS
DesIl n Information, Weather: Orlando
Intl AP, FL, US Winter Design
Conditions Summer Design Conditions Outside db
42 OF Outside db 93 OF Inside db
70 OF Inside db 75 F Design TD
28 OF Design TD 18 of Daily range
M Relative humidity
50 Moisture difference
46 gr/lb Heating Summary
Sensible Cooling Equipment Load Sizing Structure 8289
Btuh Structure 9546 Btuh Ducts 829
Btuh Ducts 955 Btuh Central vent (
0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0
Btuh Blower 0 Btuh Piping 0
Btuh Equipment load
9118 Btuh Use manufacturer's data y Rate/swing
multiplier 1.00 Infiltration Equipment
sensible load 10501 Btuh Method Simplified
Latent Cooling Equipment Load Sizing Construction qualityAverageFireplaces0
Structure 1476 Btuh Ducts 1067
Btuh Heating Cooling
Central vent (0 cfm) 0 Btuh Area (ft2)
1289 1289 Equipment latent load 2543 Btuh Volume (ft3)
11077 11077 Air changes/
hour 0.43 0.22 Equipment total load 13044 Btuh Equiv. AVF (
cfm) 79 41 Req. total capacity at 0.75 SHR 1.2 ton Heating Equipment
Summary Cooling Equipment Summary Make CARRIER
Make CARRIER Trade 14
SEER HP Trade 14 SEER HP Model 25HBC318AO03
Cond 25HBC318AO03 A R
I ref no. Coil FX4DNFO19T00 ARI ref
no. Efficiency 8
HSPF Efficiency 14.5 SEER Heating input
Sensible cooling 13050 Btuh Heating output
0 Btuh C@ 47°F Latent cooling 4350 Btuh Temperature rise
0 OF Total cooling 17400 Btuh Actual air
flow 600 cfm Actual air flow 600 cfm Air flow
factor 0.066 cfm/Btuh Air flow factor 0.057 cfm/Btuh Static pressure
0.30 in H2O Static pressure 0.30 in H2O Space thermostat
Load sensible heat ratio 0.81 Printout certified
by ACCA to meet all requirements of Manual J 8th Ed. 4_ -FW
wrightsof't Right -Suite® Universal 7.1.19 RSU08057 2010-Dec-28 16:14:33 ACCA E:\
Files\ScottLeitzeBLeitzelRes\LeitzelRes.rup Calc = M,18 Orientation = NE Page 3
FF wrightsoft' Right-M Worksheet
ZN 2
DEL -AIR HEATING & AIR
531 CODISCO WAY, SANFORD, FL 32779PheD407 333N665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: LEITZEL RES.
Date: 12.22.10
By: ER
1 Room name ZN 2 ms bdrm
2 Exposed wall 151.0 ft 30.0 ft
3 Ceiling height 8.6 ft 8.0 ft heat/cool
4 Room dimensions 26.0 x 15.0 ft
5 Room area 1289.2 ft2 390.0 ft2
Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load
number Btuft/ftz°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 W 7 90 t. 47 425 8,10 626 120
t-G
13A-5ocs 0.125 ne 0.00 0.00
r
0 0 0 0 0
120
0
F ,228,
0 0
2A-20m 0.510 ne 0.00 0.00 0 0 0 0 0 0 0 0
2A 2omW„u. _.. .. 0`5 0 se 14 28 1 33 97 30 2 0 8 1, =1019 0 0 a_..
13A-5ocs 0.125 se 0.00 0.00 0 0 0 0 0 0 0 0
10C-m 0.510 se 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.510 se 0.00 0.00 0 0 0 0 0 0 0 0
2A 2om 0.510 se 0.00 0.00 0 0 0 0 0 0 0 0
0:068 sw 1.90 47 425 425 810 m"626 n 120 a'120 228 177_
13A-5ocs 0.125 sw 0.00 0.00 0 0 0 0 0 0 0 0
10C-m 0.510 sw 0.00 0.00 0 0 0 0 0 0 0 0
7A lgsnn 0.600 sw 0.00 0.00 0 0 0 0 0 0 0 0
1-2E Osw a 0 068 nw 1 90 1 47 x 243 228 434 336 0 0 0= 0
47 0.510 rnw 3x 14 28,„ 33 48_ 15 s0209 491 0 0 0
13A-50cs 0.125 nw 0.00 0.00 0 0 0 0 0 0 0 0
2A-20m 0.510 nw 0.00 0.00 0 0 0 0 0 0 0 0
2A-20m 0.510 nw 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.510 nw . 0.00 0.00 0 0 0 0 0 0 0 0
P 3AA Ooc 0 584 0 00 0 00 4
D_t1J0 0 00 n. 0,OD,...000=w_. 0 M.__ 0.- 0_ 3 f .0 0
C 16B-19ad 0.049 1.37 2.66 1287 1287 1766 3421 390 390 535 1037
19A 1.9cscp _ 0" 049 39ji a ..s K
F 20P 19c 0.050 1.40 0.71 624 624 874 445 390 390 546 278
a€
F.
r-^ 22A cpl 989 2769 0 00
a7 12 1d-. 0 3
s..x.;.
7,7
u
M a1, w48h
k at s 3:r 3 1
yxg'S.
Sd
hS.C._ . i>ww . . i .. . ... . a , s .. v .. ;'.Sk- ... 4 .': 19', Y.-s.. u't,,- y-- _ z. .., ... Y ,. er l A xa . r„ ...
am k'- ... e, . e
p.
a ad i 'S G..
4 C
ir?' . .u+i ,. ut_r§de* Y < n u. u, » ., xs'.'+..`3. v i i au ns ;
6 c) AED excursion 0 105
Envelope loss/gain 5858 7338 1538 1563
12 a) Infiltration 2431 778 437 140
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 1 230 1 230
Appliances/other 1200 1200
Subtotal (lines 6 to 13) 8289 9546 1975 3133
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 8289 9546 1975 3133
15 Duct loads 10 % 10 % 829 955 10% 10 % 197 313
Total room load 7 9118 10501 2172 3447
Air required (cfm) 600 600 143 197
Printout certified byACCA to meet all requirements of Manual J 8th Ed.
w 110 tsorrt- Right -Suite@ Universal 7.1.19 RSU08057 2010-Dec-28 16:14:33
E:\Files\ScottLeitzel\LeitzelRes\LeitzelRes.rup Calc = MJ8 Orientation = NE Page 9
F wrightsoft, Right-M Worksheet
ZN 2
DEL -AIR HEATING & AIR
531 CODISCO WAY, SANFORD, FL 32771 Ph,!jD407193N665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: LEITZEL RES.
Date: 12.22.10
By: ER
1 Room name we hall
2 Bposed wall 5.0 ft 20.0 It
3 Ceiling height 8.0 It heat/cool 8.0 ft heat/cool
4 Room dimensions 13.5 x 5.0 It 1.0 x 257.5 It
5 Room area 67.5 ft2 257.5 ft2
Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load
number Btuh/ft2-°F) BtuflWft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 W, 12E Oswa t'0;,068 ne n 0,100 190 747,
W 13A-5ocs 0.125 ne 0.00 0.00 0 0 0 0 0 0 0 0
L-( 2A-2om 0.510 ne 0.00 0.00 0 0 0 0 0 0 0 0
0
11 2Q2om`.,,.,. 0510..rse,::...,1g28'. 3397r 0 9. 0 O,s 0td1...0 0 w_ 0
13A-5ocs 0.125 se 0.00 0.00 0 0 0 0 0 0 0 0
G 10C-m 0.510 se 0.00 0.00 0 0 0 0 0 0 0 0
2A 2om 0.510 se 0.00 0.00 0 0 0 0 0 0 0 0
2A 2om 0.510 se 0.00 0.00 0 0 0 0 0 0- 0 0
068 sw 1. 90),. a.1 47;... e4t7 40 A» 6 59 60 r. * y60 11488
13A-5ocs 0.125 sw 0.00 0.00 0 0 0 0 0 0 0 0
10C-m 0.510 sw 0.00 0.00 0 0 0 0 0 0 0 0
7A-lgsnn 0.600 sw 0.00 000 0 0 0 0 0 0 0 0
12E Osw [ 0068 nw 7190 1 47» 0 0 r 0 0
2B2fm t, 0.' 10< nv 1428' 3348 0 0 0 0 0 0, H,. O
13A-50cs 0.125 nw 0.00 0.00 0 0 0 0 0 0 0 0
G 2A-2om 0.510 nw 0.00 0.00 0 0 0 0 0 0 0 0
It-_CG 2A-2om 0.510 nw 0.00 0.00 0 0 0 0 0 0 0 0
2A-2om 0.510 nw 0.00 0.00 0 0 0 0 0 0 0 0
P 13AA Ooc Oi584 OOOt ie 000 r p p 0 0 0 k 0O 1 0
D 1,1J,0_ s .. 0,000 n:- 0 0 0 00 3 _... Q r N
C 16B 19ad 0.049 1.37 2.66 68 68 93 179 258 258 353 684
F 19419cscp a.. .. 4»049., 1.08,._ 067., f4 71 A
F 20P 19c 0.050 1.40 0.71 0 0 0 0 0 0 0 0
64 R 00, r ... .-12 1. 25 0 0 m., .w -<0
k i-' a.., vi„ r.»-... ...jai»t Y`1'3a'k.c "',""=a-= x k....=.. s.. F 6, ram`&..
r`'- M£a i ,...
fry'..-.
b`"-,`i5 x{...1 a a...t m un
ti4,
K.'tc«,` r
T,
n. M..,.K.4 W, X_. v. S,_1 z:..f
W. ,. T e, .. x, x .. .. s. .... w ..... .
2I..S,r„„cx'sv= Um. .. a. ... its` 9 fir..
m .. s,:..! 4 iSn..u.+»«vV i 'k« J a. F'.2. ,. a-_ m 6 MY4- r
r, ...TL
6 c) AED excursion 8 33
Envelope loss/gain 193 230 672 896
12 a) Infiltration 73 23 291 93
b) Room ventilation 0 01 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 266 253 963 989
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 266 253 963 989
15 Duct loads 100/ 10 % 27 25 10 % 10 % 96 99
Total room load 293 278 1059 1088
Air required (cfm) 19 16 70 62
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
wr:gtitsofe Right -Suite® Universal 7.1.19 RSLI08057 2010-Dec-28 16:14:33
E:\Files\ScottLeitzel\LeitzelRes\LeitzelRes.rup Calc = MJ8 Orientation = NE Page 10
wrightsoft' Right-J® Worksheet
ZN 2
DEL -AIR HEATING & AIR
NDI
531 CODISCO WAY, SANFORD, FL 32771 Ph one: 40 1 33N665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM
Job: LEITZEL RES.
Date: 12.22.10
By: ER
1 Room name sitting ms bth
2 Exposed wall 44.0 ft 52.0 It
3 Ceiling height 9.3 It heat/cool 9.3 It heat/cool
4 Room dimensions 26.0 x 9.0 ft 26.0 x 13.1 It
5 Room area 234.0 ftz 340.2 ft2
Ty Construction U-value Or HTM Area (ftz) Load Area (ftq Load
number Btuh/ftz°F) Btuh/ft) or perimeter (ft) Btuh) or perimeter (ft) Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 WAM '.,,', 12E Osw , 0 068 ne 1.90 r 1.'47 84 84 1,60 A _:` 124 a., ;` e J21 121 23'1t 179;.
13A-5ocs 0.125 ne 0.00 0.00 0 0 0 0 0 0 0 0
t-C 2A-2om 0.510 ne 0.00 0.00 0 0 0 0 0 0 0 0
12E Osw Y' 0 068 se 1 90 1 47 243 213 405 313 w 0 0 0. 0'
1 1 2A 2om,Ot510 1428i. 33.97;
13A-5ocs 0.125 se 0.00 0.00 0 0 0 0 0 0 0 0
10C m 0.510 se 0 00 0 00 0 0 0 0 0 0 0 0
2A 2om 0 510 se 0.00 0.00 0 0 0 0 0 0 0 0
2A 2om 0.510 se 0.00 0.00 0 0 0 0 0 0 0 0
e84
13A-5ocs 0.125 sw 0.00 0.00 0 0 0 0 0 0 0 0
10C-m 0.510 sw 0.00 0.00 0 0 0 0 0 0 0 0
7A-lgsnn 0.600 sw 0.00 0.00 0 0 0 0 0 0 0 0
12E Osw 0 068 nw> 1 90 1>47 0 0 0 0 243 228 434: 33,
0
13A-50cs 0.125 nw, 0.00 0.00 0 0 0 0 0 0 0 0
G 2A-2om 0.510 nw 0.00 0.00 0 0 0 0 0 0 0 0
2A-20m 0.510 nw 0.00 0.00 0 0 0 0 0 0 0 0
2A 2om 0.510 nw 0.00 0.00 0 0 0 0 0 0 0 0
P t3AA Ooc d 0 584 s 0 00.0 00 0 0 0 0 O
0600_>n 0.00'.,..w.A00 9. N-kA.0 0.. 9, v> 0 r .0 r0 A
C 16 19ad 0.049 1.37 2.66 234 234 321 622 338 338 464 898
52?
F 20P-19c 0.050 1.40 0.71 234 234 328 167 0 0 0 0
Aa a.0 989 t 27-69 0 00 k :" a 0 0 0 k-,u. 0 sir >A 0 0 g 0
P.....
i._... , _ }. r.,. c..>..
u .. w
r
F
a'
f.,+
c+
j lP", r€Nn'M
6 c) AED excursion 59 87
Envelope loss/gain 1802 2427 1653 2222
12 a) Infiltration 747 239 883 283
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal (lines 6 to 13) 2549 2666 2536 2505
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 2549 2666 2536 2505
15 Duct loads 101/6 100/1 255 267 10% 10% 254 250
Total room load 2804 2932 2790 2755
Air required (cfm) 11841 1681 184 157
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
Right -Suite® Universal 7.1.19 RSU08057 2010-Dec-28 16:14:33
45C,k E:\Files\ScottLeitzel\LeitzelRes\LeitzeiRes.rup Calc = MJ8 Orientation = NE Page 11
Duct System Summary
Job: LEITZEL RES.
wrightsoW i Date: 12.22.10
ZN 1 By: ER
DEL -AIR HEATING & AIR CONDITIONING
531 ..
d'' xx i a F4 rt c F{ 'y*.s k "` r` tProjectInformationn . r r o- s y o { e, . :f "
For: SCOTT LEITZEL
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
0.40 in H2O
0.06 in H2O
0.34 in H2O
0.17 / 0.17 in H2O
0.191 in/100ft
1000 cfm
178 ft
Cooling
0.40 in H2O
0.06 in H2O
0.34 in H2O
0.17/0.17 in H2O
0.191 in/100ft
1000 cfm
u«.r+*. A k ?'s.`" c'x.,7' .-£ix S# •s: r, .ELK `,. sg _ `'raP,atp Sua t Branch Deta lTable, pp!Y x
Name
Design
Btuh)
Htg
Cfm)
Clg
cfm)
Design
FR
Diam
in)
H x W
in)
Duct
Matl
Actual
Ln (ft)
Ftg.Egv
Ln (ft) Trunk
bdrm 2 C 1902 75 86 0.342 6.0 Ox 0 VIFx 14.5 85.0 SO
bdrm 3 h 2215 92 86 0.339 6.0 Ox 0 VIFx 15.4 85.0 SO
brktst c 2422 107 109 0.195 6.0 Ox 0 VIFx 59.0 115.0 st4
bth 2 C 2336 69 105 0.347 6.0 Ox 0 VIFx 12.9 85.0 st1
bth 3 c 2132 67 96 0.342 6.0 Ox 0 VIFx 14.3 85.0 SO
closet 2 h 550 23 14 0.363 4.0 Ox 0 VIFx 8.7 85.0 st1
closet 3 h 596 25 15 0.360 4.0 Ox 0 VIFx 9.3 85.0 st1
kitchen c 2306 86 104 0.191 6.0 Ox 0 VIFx 63.2 115.0 st4
laundry h 1790 74 71 0.193 5.0 Ox 0 VIFx 61.3 115.0 st4
living h 4236 176 149 0.254 7.0 Ox 0 VIFx 34.1 100.0 st3
living -A h 4236 176 149 0.253 7.0 Ox 0 VIFx 34.1 100.0 st3
powder h 719 30 15 0.200 4.0 Ox 0 VIFx 54.7 115.0 st4
a
Trunk Htg Cig Design Veloc Diam H x W Duct
Name Type cfm) cfm) FR fpm) in) in) Material Trunk
st4 Peak AVF 298 299 0.191 676 9.0 0 x 0 VinlFlx st3
st3 Peak AVF 649 597 0.191 607 14.0 0 x 0 VinlFlx st1
st1 Peak AVF 1000 1000 0.191 716 16.0 0 x 0 VinlFlx
yram' -+ -f4- wrightsoitY Right -Suite® Universal 7.1.19 RSU08057
ACCK E:\Files\ScottLeitzel\LeitzelRes\LeitzelRes.rup Calc = MJ8 Orientation = NE
2010-Dec-28 16:14:35
Page 1
7 yr t' 'ai {°x ,`.a3`.0 `'j`' •f-'`
C:^- "
r"=r y c- } .`-
9'" w"'fi x;i'``" '",nnl'''-'a`s xs`g "a
Name
Grill
Size (in)
Htg
cfm)
Clg
cfm)
TEL
ft)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rb5 Ox 0 1000 1000 0 0 0 0 Ox 0 VIFx
F wrigF tsoTt- Right -Suite® Universal 7.1.19 RSW8057 2010-Dec-28 16:14:35
ACiCK E:\Files\ScottLeitzenLeitzelRes\LeitzelRes.rup Calc = MJ8 Orientation = NE Page 2
Duct System Summary
Job: LEITZEL RES.
wrightsoft' Date: 12.22.10
ZN 2 By: ER
DEL -AIR HEATING & AIR CONDITIONING
531 ..
st- ri :- r ?•':
pi.*r ...* a F ...,. .;.;.*.s ,.;., n-, ss, .* v_-,.. r , rrt Y ssoisti l+4- t
5 n ,,xPro ect lnformatlon4 zy:
a*;,F*":"'",U;?,..,.. 3, n:..• k
For: SCOTT LEITZEL
Extemal static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
0.30 in H2O
0.06 in H2O
0.24 in H2O
0.12 / 0.12 in H2O
0.223 in/100ft
600 cfm
107 ft
Cooling
0.30 in H2O
0.06 in H2O
0.24 in H2O
0.12 / 0.12 in H2O
0.223 in/100ft
600 cfm
i.4 ,*Sf . x::y2 .x,re= a ,+,.. w c bw:. ,s.. - ..,:r• .. r x,°t+ t:.,sro°v Su I\ Branch Detail Table
i¢. .aw--..h: r'"4" u,?M,v'r k.r..k-` <Yx„,DPP y'K::,cr:a., s,-a-Ne r.k..;•.: ". Ks.fx. ..ac.v,-.t.9. 'k' 's
Name
Design
Btuh)
Htg
cfm)
Clg
cfm)
Design
FIR
Diam
in)
H x W
in)
Duct
Matl
Actual
Ln (ft)
Ftg.Egv
Ln (ft) Trunk
hall h 1059 70 62 0.300 5.0 Ox 0 VIFx 10.1 70.0
ms bdrm c 1723 71 98 0.245 6.0 Ox 0 VIFx 13.0 85.0 st2
ms bdrm-A c 1723 71 98 0.236 6.0 Ox 0 VIFx 16.5 85.0 st2
ms bth h 2790 184 157 0.272 7.0 Ox 0 VIFx 18.2 70.0
sitting h 2804 184 168 0.223 7.0 Ox 0 VIFx 22.4 85.0 st2
WC h 293 19 16 0.269 4.0 Ox 0 VIFx 19.2 70.0
t ht•. +r:e -uN" " st yt3- - x,- ,a -s x zv : 'a x 4.c' ,tea 'yw# spa-YUc<
011 ty Supply Trunk Detail{Table 4
T
F:'3'.d• r _k..r,-.et.. S .tom_ ,- .,
Name
Trunk
Type
Htg
cfm)
Clg
cfm)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Duct
Material Trunk
st2 Peak AVF 327 364 0.223 668 10.0 0 x 0 VinlFlx
r c1 r^,a:.i v • f.?e.'^` t•'. ^r T' .i k ti 3 .. y, - t ..:.
e sZ yygr re15 s ,F x4 ai :.: ant §.: ..
3$
Y
d- MReturnBranch Detail Table,x,yk-M} CC
Name
Grill
Size (in)
Htg
cfm)
Clg
cfm)
TEL
ft)
Design
FIR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rb6 Ox 0 600 600 0 0 0 0 Ox 0 VIFx
FP- wrightsoft` Righl-Suite® Universal 7.1.19 RSU08057 2010-Dec-28 16:14:35
ftXK E:\Files\ScottLeitzeALeitzelRes\LeitzelRes.rup Calc = MJ8 Orientation = NE
Page 3
Location: Indoor: Heating Cooling
Orlando Intl AP, FL, US Indoor temperature (OF) 70 75
Elevation: 95 ft Design TD (IF) 28 18
Latitude: 28 ON Relative humidity (%) 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 1.1 46.4
Dry bulb (°F) 42 93 Infiltration:
Daily range (IF) - 17 M) Method Simplified
Wet bulb (°F) - 76 Construction quality Average
Wind speed (mph) 15.0 7.5 Fireplaces 0
Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain
W Btuh/ft-F ft'-°F/Btuh Btuh/W Btuh Btuh/V Btuh
Walls
12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int ne 425 0.068 19.0 1.90 810 1.47 626
fnsh, 2"x4" wood frm se 213 0.068 19.0 1.90 405 1.47 313
sw 425 0.068 19.0 1.90 810 1.47 626
nw 228 0.068 19.0 1.90 434 1.47 336
all 1291 0.068 19.0 1.90 2458 1.47 1901
13A-5ocs: Blk wall, stucco ext, r-5 ext bd ins, 6" thk ne 204 0.125 5.0 3.50 714 2.44 499
se 239 0.125 5.0 3.50 836 2.44 584
sw 254 0.125 5.0 3.50 888 2.44 620
nw 498 0.125 5.0 3.50 1743 2.44 1217
all 1195 0.125 5.0 3.50 4181 2.44 2919
Partitions
13AA-Ooc: Blk wall, r-5 ext bd ins, 8" thk, 1/2" gypsum board int fnsh
Windows
2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, ne
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.36); 1 ft overhang (3 ft
window ht, 1 ft sep.)
2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat; clr low-e innr, se
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.36); 1 ft overhang (5 ft
window ht, 3.7 ft sep.)
1 OC-m: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, 1/4" se
gap, 1/8" thk; NFRC rated (SHGC=0.36); 9 ft overhang (6.67 ft window
ht, 0.17 ft sep.)
2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, se
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.36); 1 ft overhang (3 ft nw
window ht, 0.42 ft sep.) all
2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, se
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.36); 1 ft overhang (5 ft
window ht, 4.67 ft sep.)
1 OC-m: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, 1/4" sw
gap, 1/8" thk; NFRC rated (SHGC=0.36); 7.67 ft overhang (6.67 ft
window ht, 1 ft sep.)
304 0.584 0 16.4 4969 7.74 2352
12 0.510 0 14.3 171 33.5 402
30 0.510 0 14.3 428 34.0 1019
71 0.510 0 14.3 1015 11.5 819
6 0.510 0 14.3 86 26.9 161
6 0.510 0 14.3 86 33.5 201
12 0.510 0 14.3 171 30.2 362
20 0.510 0 14.3 286 34.0 679
36 0.510 0 14.3 508 11.5 410
F wrightsoft- Right -Suite® Universal 7.1.19 RSLI08057 2010-Dec-28 16:14:33
AZ. E:\Files\ScottLeitzel\LeitzelRes\LeitzelRes.rup Calc = MJ8 Orientation = NE Page 1
7A-1gsnn: GIs blk glazing, smth srf; 1 ft overhang (8 ft window ht, 2.83 ft sw 43 0.600 0 16.8 717 50.2 2140
sep.)
2B-2fm: 2 glazing, clr outr, air gas, mtl no brk frm mat, cir low-e innr, nw 15 0.510 0 14.3 209 33.5 491
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.36); 1 ft overhang (3.2 ft
window ht, 2.8 ft sep.)
2A-2om: 2 glazing, cir outr, air gas, mtl no brk frm mat, clr low-e innr, nw 20 0.510 0 14.3 286 33.5 670
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.36); 1 ft overhang (5 ft
window ht, 0.42 ft sep.)
2A-2om: 2 glazing, cir outr, air gas, mtl no brk frm mat, clr low-e innr, nw 20 0.510 0 14.3 286 33.5 670
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.36); 2 ft overhang (5 ft
window ht, 12.83 ft sep.)
Doors
11J0: Door, mtl fbrgl type n 20 0.600 6.3 16.8 338 18.4 371
Ceilings
166-19ad: Attic ceiling, asphalt shingles roof mat, r-19 ceil ins, 1/2" 2341 0.049 19.0 1.37 3211 2.66 6222
gypsum board int fnsh
Floors
19A-19cscp: Flr floor, frm fir, 12" thkns, carpet flr fnsh, r-19 cav ins, 91 0.049 19.0 1.08 98 0.67 61
tight crwl ovr
20P-19c: Flr floor, frm flr, 12" thkns, carpet flr fnsh, r-19 cav ins, gar ovr 624 0.050 19.0 1.40 874 0.71 445
22A-cpl: Bg floor, light dry soil, carpet fir fnsh 179 0.989 0 27.7 4968 0 0
wrightsoft` Right -Suite® Universal 7.1.19 RSU08057 2010-Dec-28 16:14:33
ACCA E:\Files\ScottLeitzehLeitzelRes\LeitzelRes.rup Calc = MJ8 Orientation = NE Page 2
Location: Indoor: Heating CoolingOrlandoIntlAP, FL, US Indoor temperature (IF) 70 75
Elevation: 95 ft Design TD (OF) 28 18
Latitude: 28 °N Relative humidity (%) 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 1.1 46.4
Dry bulb (OF) 42 93 Infiltration:
Daily range (°F) - 17 ( M) Method Simplified
Wet bulb (T) - 76 Construction quality Average
Wind speed (mph) 15.0 7.5 Fireplaces 0
Construction descriptions or Area U-value Insul R Htg HTM Loss Cig HTM Gain
ft. Btu h/ft=-`F ft'- F/Btuh Btuh/ft2 Btu Btuh/W Btu In
Walls
13A-5ocs: Blk wall, stucco ext, r-5 ext bd ins, 6" thk ne 204 0.125 5.0 3.50 714 2.44 499
se 239 0.125 5.0 3.50 836 2.44 584
sw 254 0.125 5.0 3.50 888 2.44 620
nw 498 0.125 5.0 3.50 1743 2.44 1217
all 1195 0.125 5.0 3.50 4181 2.44 2919
Partitions
13AA-Ooc: Blk wall, r-5 ext bd ins, 8" thk, 1/2" gypsum board int fnsh
Windows
2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, cir low-e innr, ne
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.36): 1 ft overhang (3 ft
window ht, 1 ft sep.)
10C-m: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, 1/4" se
gap, 1/8" thk; NFRC rated (SHGC=0.36); 9 ft overhang (6.67 ft window
ht, 0.17 ft sep.)
2A-2om: 2 glazing, cir outr, air gas, mtl no brk frm mat, cir low-e innr, se
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.36); 1 ft overhang (3 ft nw
window ht, 0.42 ft sep.) all
2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, cir low-e innr, se
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.36); 1 ft overhang (5 ft
window ht, 4.67 ft sep.)
1 OC-m: 2 glazing, cir outr, air gas, mtl no brk frm mat, cir low-e innr, 1/4" sw
gap, 1/8" thk; NFRC rated (SHGC=0.36); 7.67 ft overhang (6.67 ft
window ht, 1 ft sep.)
7A-1 gsnn: GIs blk glazing, smth srf; 1 ft overhang (8 ft window ht, 2.83 ft sw
sep.)
2A-2om: 2 glazing, cir outr, air gas, mtl no brk frm mat, clr low-e innr, nw
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.36); 1 ft overhang (5 ft
window ht, 0.42 ft sep.)
2A-2om: 2 glazing, cir outr, air gas, mtl no brk frm mat, clr tow-e innr, nw
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.36); 2 ft overhang (5 ft
window ht, 12.83 ft sep.)
304 0.584 0 16.4 4969 7.74 2352
12 0.510 0 14.3 171 33.5 402
71 0.510 0 14.3 1015 11.5 819
6 0.510 0 14.3 86 26.9 161
6 0.510 0 14.3 86 33.5 201
12 0.510 0 14.3 171 30.2 362
20 0.510 0 14.3 286 34.0 679
36 0.510 0 14.3 508 11.5 410
43 0.600 0 16.8 717 50.2 2140
20 0.510 0 14.3 286 33.5 670
20 0.510 0 14.3 286 33.5 670
FW wrightsoft= Right -Suite® Universal 7.1.19 RSLI08057 2010-Dec-28 16:14:33
ACCK E:\Files\ScottLeitzel\LeilzeiRes\LeitzelRes.rup Calc = MJ8 Orientation = NE Page 3
Doors
11J0: Door, mtl fbrgl type
Ceilings
16B-19ad: Attic ceiling, asphalt shingles roof mat, r-19 ceil ins, 1/2"
gypsum board int fnsh
Floors
22A-cpl: Bg floor, light dry soil, carpet flr fnsh
n 20 0.600 6.3 16.8 338 18.4 371
1054 0.049 19.0 1.37 1445 2.66 2800
A- wrightsoft` Right -Suite® Universal 7.1.19 RSU08057
ACCA E:\Files\ScottLeitzel\LeitzelRes\LeitzelRes.rup Calc = MJ8 Orientation = NE
179 0.989 0 27.7 4943 0 0
2010-Dec-28 16:14:33
Page 4
a - • o e o
Location: Indoor: Heating Cooling
Orlando Intl AP, FL, US Indoor temperature (T) 70 75
Elevation: 95 ft Design TD (OF) 28 18
Latitude: 28 °N Relative humidity (%) 30 50
Outdoor: Heating Cooling Moisture difference (gr/lb) 1.1 46.4
Dry bulb (OF) 42 93 Infiltration:
Daily range (OF) - 17 ( M) Method Simplified
Wet bulb (IF) - 76 Construction quality Average
Wind speed (mph) 15.0 7.5 Fireplaces 0
Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain
W Btuh/ft-F ft'-`F/Btuh Btuh/W Btuh Btuh/W Btu
Walls
12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int ne 425 0.068 19.0 1.90 810 1.47 626
fnsh, 2"x4" wood frm se 213 0.068 19.0 1.90 405 1.47 313
sw 425 0.068 19.0 1.90 810 1.47 626
nw 228 0.068 19.0 1.90 434 1.47 336
all 1291 0.068 19.0 1.90 2458 1.47 1901
Partitions
none)
Windows
2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr,
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.36); 1 It overhang (5 ft
window ht, 3.7 ft sep.)
2B-2fm: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr,
1/4" gap, 1/8" thk; NFRC rated (SHGC=0.36); 1 ft overhang (3.2 It
window ht, 2.8 ft sep.)
Doors
none)
Ceilings
166-19ad: Attic ceiling, asphalt shingles roof mat, r-19 ceil ins, 1/2"
gypsum board int fnsh
Floors
19A-19cscp: Fir floor, frm fir, 12" thkns, carpet fir fnsh, r-19 cav ins,
tight crwl ovr
20P-19c: Fir floor, frm fir, 12" thkns, carpet fir fnsh, r-19 cav ins, gar ovr
22A-cpl: Bg floor, light dry soil, carpet fir fnsh
se 30 0.510 0
nw 15 0.510 0
1287 0.049 19.0
14.3 428 34.0 1019
14.3 209 33.5 491
1.37 1766 2.66 3421
91 0.049 19.0 1.08 98 0.67 61
624 0.050 19.0 1.40 874 0.71 445
1 0.989 0 27.7 25 0 0
fid- wrightsoft- Right -Suite® Universal 7.1.19 RSt108057 2010-Dec-28 16:14:33
iICCP. E:\Files\ScottLeitzeALeitzelRes\LeitzelRes.rup Calc = MJ8 orientation = NE Page 5
JAN 0 3 2011 CITY OF SANFORD
UILDING & FIRE PREVENTION
gy: PERMIT APPLICATION
Application No: l 5 S
Documented Construction Value:
Job Address: iU 21tr2ce- U r" Historic District: Yes No
Parcel ID: Zoning:
Description of Work: 12,r—mod 6 jAc4 A
Plan Review Contact PersonL--Ie t z.—e-A Title: Phone:
L40 `l to Tj 7 J Fax: E-mail: Property
Owner Information Name
C CrCzYI r-ne Phone: Street: 4x_
e__ t l.__s i Resident of property? : 1 A2 City, State
Zip: _te X40 Contractor Information
Name le-
il ` -ePhone: StreetY Wl i7 --
Fax: City, State Zip:
La 4 e VV Q F State License No.: Name: Street: City,
St,
Zip:
Bonding Company: Address:
Afchitect/Engineer
Information
Phone: Fax: E-
mail:
Mortgage
Lender: Address:
7 PERMIT
INFORMATION
Building
Permit Square
Footage: Construction
Type: No. of Stories: No. of Dwelling
Units: Electrical New Service —
No.
of AMPS: Flood Zone: Plumbing
New Construction -
No.
of Fixtures: Mechanical (Duct layout
required for new systems) Fire Sprinkler/Alarm 0 No. of heads:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no
work or installation has commenced prior to the issuance of a permit and that all work will be performed to
meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit
must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and
air conditioners, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE
OF COMMENCEMENT-MUSTJBE-RECORDED AND-- OSTEDON -THE JOB SITEBEFORE-THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this
property that may be found in the public records of this county, and there may be additional permits required
from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
19110". Ci I / _ —
Lo
Signature caner/Agent Date
SV t z s
Print Owner/Agent's Name
Signature of Con r/Agent Date
Print Contractor/
1a 1Z 0010 Y r-ill
Signature orNota-State of Florida Date Signatur
State of Florida "W"If"', BRETT PENSALA
County of Seminole NOTARY PUBLIC -STATE OF FLORIDA .`.J.a'` °us' i°, .` Notary Public - State of Florida
The foregoin tnstnunent was ac!:n.rv!ed ed before lie il. Lynch = * .
c My Comm. Expires Aug 20, 2012i5dayof''(`Qf'rl( ,2:)16 i"ri ({'}t',5 Cur [i-,ission # EE013989
Commission # DD 816483
who has produced fLt Q paye j as:. .` - . t11.Ci. 2t 2014 .POF F•`•
Nora Public Siece:ure "
I,lIj1,, ryrut"t BondedThrou hNationalNotar Assn.
Notary ,yL7 _ soxDeDrtncnr:..ti•r!c,_:..c cco.,>ztc. 9. Y
Printed _-E, L r (' ' —
UwnevAgent is rersonany nttuwn to Me or Contractor/Agent is x Personally Known to Me or
Produced ID Type of ID Produced ID Type of ID
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES: WASTEWATER: -6 9 1 - 3 --11
BUILDING:
Rev 11.08
CITY 01 SANFORDJAN032011
UILDING & FIRE PREVENTION
BY: PERMIT APPLICATION
Application No: Documented Construction Value: $
Job Address: iv 44eKe_ Historic District: Yes No
Parcel ID: Zoning:
Description of Work: Af'Y, 0d A A AA
Plan Review Contact PersonTitle: Phone:
LgO'7 to S1 `7 E-mail: '_)05 Property Owner
Information Name --` r
ox n e Phone: Street: s ,/
1/_ 5 4 Resident of property? City, State
Zip: . . (, .C.%111 U F, 3SAI& Contractor Information
Name I `}
Z -' I Phone: Street: ` A
S Fax: City, State
Zip: La f VM CC -Z7r-2 State License No.: A chitectlEngineer
Information Name: Street:
City,
St,
Zip: Bonding Company:
Address: No.
of
Dwelling Units: Electrical New
Service —
No. of AMPS: Flood Zone:
Mechanical 13 (
Duct layout required for new systems) Phone: Fax:
E-
mail:
Mortgage Lender:
Address: Plumbing
New
Construction -
No. of Fixtures: Fire Sprinkler/
Alarm No. of heads:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no
work or installation has commenced prior to the issuance of a permit and that all work will be performed to
meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit
must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and
air conditioners, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE
OF-COMMENCEMENT MUST-BE-RECORDED--MND POSTED ON -THE JOB SITEJBEFORE-THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this
property that may be found in the public records of this county, and there may be additional permits required
from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
l C(d
Signature weer/Agent Date
so eve A -Cs
Print Owner/Agent's Name
i 1 3 1 1
Signature of Contra r/Agent Date
Print Contractor/Agent_"ame
a 10,901u 2:511- -- 1-3-,Jl
Siartature o ota -State of Florida Date Signatur
State of Florida N"'t"'h BRETT PENSALA
County of Se0ll110!C NOTARY PUBLIC -STATE OF nORIDA .`1 a`' pe,
Lynch : 2°• +`ma's Notary Public - State of Florida
fhe forego" mstrtunent was ac4:now!ed ed before net * ; My Comm. Expires Aug 20, 2012
day of —i n Cz.,!b by JjO (t'}('S' Curna-,ission # EE0139891 .• Commission # DD 816483 who
has produced 17 a n ,, '. .- Exfin-:,: t.:: AUG. 2 2014 . rF Notary Public
Sk-F-u re ' i C.
Q' Bonded Through National Notar ASSn. B)NllEDTiinLR]'
l,.t•fIC5'_:.::1ISGC0.,INC. g y Printed UwneVAgent
is
rersvnauy r itown to Me or Contractor/Agent is x Personally Known to Me or Produced ID
Type of ID Produced ID Type of ID APPROVALS: ZONING:
ENGINEERING: COMMENTS:
UTILITIESWASTE
WATER:
BUILDING: Rev 11.
08
OWNER BUILDER STATEMENT/AFFIDAVIT
Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for
homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities.
OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT
BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement)
I understand that state law requires construction to be done by a licensed contractor and have applied for
I, the ofanowner -builder permit under an exemption from the law. The exemption specifies that as owner
the property listed, may act as my own contractor with certain restrictions even though I do not have a
license.
I understand that building permits are not required to be signed by a property owner unless he or she is
responsible for the construction and is not hiring a licensed contractor to assume responsibility.
I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I
may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed
in his or her name instead of my own name. I also understand that a contractor is required by law to be
Slicensed in Florida and to list his or her license numbers on all permit and contracts.
I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I
may also build or improve a commercial building if the costs do not exceed $75,000. The building or
residence must be for my own use or occupancy. It may not be built or substantially improved for sale or
lease. If a building or residence that I have built or substantially improved myself is sold or leased within
in 1 year after the construction is complete, the law will presume that I built or substantially improved it
J for sale or lease, which violates this exemption.
I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
o I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise
persons working on my building or residence. It is my responsibility to ensure that the persons whom I
employ have the licenses required by law and by city ordinance.
I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an
owner -builder permit that erroneously implies that the property owner is providing his or her own labor
n and materials. 1, as an owner -builder, may be held liable and subjected to serious financial risk for any
Myinjuriessustainedbyanunlicensedpersonorhisorheremployeeswhileworkingonmyproperty.
homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -
builder and am aware of the limits of my insurance coverage for injuries to workers on my property.
I understand that I 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 my building who Is not licensed
must work under my direct supervision and must be employed by me, which means that I must
comply with laws requiring the withholding of federal income tax and social security contributions
under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation
for the employee. I understand that my failure to follow these laws may subject me to serious financial
risk.
Rev. 9.14.2009
I agree that, as the party legally and financially responsible for this proposed construction activity, I will
abide by all applicable laws and requirements that govern owner -builders as well as employers. I also
understand that the construction must comply with all applicable laws, ordinances, building codes, and
zoning regulations.
I am of aware of construction practices and I have access to the Florida Building Codes.
I understand that I may obtain more information regarding my obligations as an employer from the Internal
Revenue Service, the United States Small Business Administration, the Florida Department of Financial
Services, and the Florida Department of Revenue. I also understand that I may contact the Florida
Construction Industry Licensing Board at 1-850-487-1395 or at www.myaorida.com/dbpr/pro/cilb/ for
more information about licensed contractors.
I am aware of, and consent to, an owner -builder building permit applied for in my name and understand
that I am the party legally and financially responsible for the proposed construction activity at the address
listed below.
I agree to notify the building department immediately of any additions, deletions, or changes to any of the
information that I have provided on this disclosure or in the permit application package.
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person
who does not have a license, the Construction Industry Licensing Board, the Department of Business and
Professional Regulation and the building department may be unable to assist you with any financial loss
that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in
civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an
individual or firm is injured while working on your property, you may be held liable for damages. If you
obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying
whether the contractor is property licensed and the status of the contractor's workers' compensation
coverage.
Property Address: 1&29 Alz
1, -k! 17L ?/ 2'P_ r Y z `e- f , do hereby state that I am qualified
and capable of performing the requested construction involved with the permit application filed and agree to the
conditiorMspecified above.
Signature of O r-Builder Date
Form of Identification --SC2 Z/ — 7 g ? - g rg "
Must be Photo ID)
A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment
not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local
permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy
for unlicensed activity against the owner and any person performing work that requires licensure under
the permit issued.
Rev. 9.14.2009
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: l S o2U /U
I hereby name and appoint: sdo Le 1
an agent of: L-e— - Ze l -S k6yv C '
Name of Company)
r
s
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
The s ecific permit and application for work located at:
l U g a 6jSe AVE
Street Address)
Expiration Date for This Limited Power of Attorney: 010e l - d- , Cy-n 05
License Hc der 1/\me:—
C
State Licens umber:
Signatur f LinHHolder:, STATE
OF FLORIDA COUNTY
OF y Qle— The
foregoing instrument was acknowledged before me this day of J ff)TbC 2001(,
by Sh c- Dn f r)f S who is personally known tome
or riwho has produced F occ da ,DbNX(, U((M S-f— identification
and who did (did not) take an oat . Signature
Notary
Seal) E,. L,\/ n r,h Print
or type /name NOTARY
pUBLIC•ST,4TOF FLORIDA B. . Notary
Public -State of F l o r, d GL Commis;,,:; rich
EE013989
t
O Commission No. LI3W9 Exp; < AUG. 02,
2014 My Commission Expires: oa goly BONDED THRU A,; IC nONDING CO., INC. NOTARY PUBLIC -STATE
OF FLORMA B. Lynch Rev.
3/27/
07) Comnussion # EE013989 Expires; AUG. 02,
2014 BONDED THRti A11,
AXT1C BONDING CO., INC. as
r
OCT 26 2004 09:12 FR MARY RABOUER 419 666 9754 TO 914774304061 P.02%04
Florida Building Code Online
Page 1 of 3
N C) / V OverVlew Product Scam; ' Organization '
r
prodU(:t
Search i tion
User: Public User - Not Associated with Organization -
Application #: N""UJQ?
Date Submitted:
FLBS
09/15/2003
Product Manufacturer: Owens ComingAddress/Phone/email: One Uwens Corning Parkway
Toledo, OH 43.659
410) 248-7060
Calory: Roofing
Subcategory: Asphalt Shingles
Evaluation Method;
Certification Mark or Listing
Referenced Standards from the Florida Building Code: SeGfion landaird Year
1505.1 AS7M E 108, 2003
Clue A
UL790)
l 5073.5 ASTM D 3462 2003
1507.3.7 ASTM D 3161 2003
UL997)
Modified to
110 mph)
Certification Agency: Underwriters Laboratories Inc.
Quality Assurance Entity,
Validation Entty
Authorized Signature: Darrel Higgs
darreLhiggs@owtuscorning.com
BvaltiaiionfTest Reports. Upiaaded:
Installation Documents Uploaded:
Product Approval Method: Method ]Option A
hUp.://www.flaiidabuilding.dig/pr/pr detl.asp?MT=85&RV=O&fr$=RQSroh o/zRijnna
N.
OCT 26 004 09:12 FR DIARY RABOUER
Fldrida Building Code Online
419 666 9754 TO 914074304061 P.03/04
Page 2 of 3
Application Status:
Date Validated:
Pager
Approved
09/ 15/2003
page.1 / 1
Product Model # or Name (Model Description) Limits of Use
Products must be install in
lawordance with Florida
Vonda
ing Code Non High
ity Hurticane.Zoue
5•l Laminate All sections of the
Building Code that
to aU the counties
t Dade and Broward
w M
Products must be install in
accordance with Florida
Building Code Non High
Velocity hurricane Zone5.2 Classic AR 3-tab Areas. All sections of the
onda Building Code that
ply to all the counties
cept Dade and Broward
t be followed.
Products ttasst be install in
ccordance with Florida
wilding Code Non High
elocity Hurricane Zone
5.3 [alaidse PRO 30 AR Laminate as. All sections of du
orida Building Coda that
pply to all the countiesrccptDadeandBroward
Products must be install in
cc ordance with Florid$
Flondda
ing Code Nos High
ity Hurricane Zone
PRO 40 AR Laminate . AU sections of the
Building Code that
to all the counties
t Dads and Broward
Products roust be install in
ordance with Florida
Building Code Non High
Velocity Hurricane Zone
5 dge PRO 50 AR Laminate Areas. All sections of the
lorida Building Code that
ly to am the counties
cept Dade and Broward
ust he followed
Products must be install in
6 ominence AR 3-tab ccordanCC with Florida
uilding Code Non Mob
Velocity Hurricane Zouc
jAreas. All secdons of the-
Pup://www.flotidabuilding, qrg/Pr/prMl.asp?IPT=85&RV=O&fm;R4S76h 9/29/22i?nd
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2
ARCEL.. DE i,,
DAVID JOHNsoN. CFA, ASA
PROPERTY
APPRAISER
SEMINOLE COUNTY FL..
1101 E. FIRST sT
SANFORD, FL327711458
407-665-7506"l
a 10-0
I
10.A
Sn
W 20TH ST
55A
3i
3 FI 11
Fb1 '
f} L_
l - Icy-.
1 ;V 68.A
lit
lt
T ,+•
r '"1"`
f F;
c y, bt 1L5
VALUE SUMMARY
VALUES
2011
Working
2010
Certified
GENERAL
Value Method CosUMarket Cost/MarketParcelId: 36-19-30-519-0000-0130
Number of Buildings 1 1Owner: BARCLAY-BARNES INTERIORS LLC
Depreciated Bldg Value 52,215 56,007Own/Addr: DUNWOODY PLAZA
Depreciated EXFT Value 1.232 1,232MailingAddress: 5030 W SR 46 #1000
Land Value (Market) 15.000 15,000City,State,ZipCode: SANFORD FL 32771
Land Value Ag 0 0PropertyAddress: 1908 CHASE AVE SANFORD 32771
Subdivision Name: SAN SEM KNOLLS Just/Market Value 68,447 72,239
Tax District: S1-SANFORD Portablity Adj 0 0
Save Our Homes Adj 0 0Exemptions:
Dor: 01-SINGLE FAMILY Amendment 1 Adj 0 0
Assessed Value (SOH) 68,4471 72,239
Tax Estimator
2011 TAXABLE VALUE WORKING ESTIMATE
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 68,447 0 68,447
Amendment 1 adjustment is not applicable to school assessment) Schools 68,447 0 68,447
City Sanford 68,447 0 68,447
SJWM(Saint Johns Water Management) 68.447 0 68,447
County Bonds 68.447 0 68,447
The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates.
SALES
Deed Date Book Page Amount Vac/Imp Qualified
QUIT CLAIM DEED 08/2010 07438 1282 $16,500 Improved No
QUIT CLAIM DEED 06/2010 07414 0095 $1,340 Improved No
CERTIFICATE OF TITLE 12/2008 07103 0654 $100 Improved No 2010 VALUE SUMMARY
CERTIFICATE OF TITLE 1012008 07074 1843 $100 Improved No 2010 Tax Bill Amount: 1,451
TRUSTEE DEED 06/2007 06742 1455 $100 Improved No 2010 Certified Taxable Value and Taxes
DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTSWARRANTYDEED06/2007 06737 0687 $100 Improved No
WARRANTY DEED 12/2005 06085 0266 $128,000 Improved Yes
QUIT CLAIM DEED 09/2005 05896 0218 $4,700 Improved No
WARRANTY DEED 01/1977 01132 1337 $16,000 Improved No
Find Comparable Sales within this Subdivision
LAND LEGAL DESCRIPTION
Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick...
LOT 0 0 1.000 15,000.00 $15,000 LEG LOT 13 SAN SEM KNOLLS PB 12 PG 48
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value
Est. Cost
New
Building
1 SINGLE FAMILY 1959 5 1,135 1,737 1,135 CONC BLOCK $52.215
Sketch
77,356
Appendage I Sqft UTILITY UNFINISHED / 66
Appendage I Sqft SCREEN PORCH FINISHED / 360
Appendage I Sqft SCREEN PORCH FINISHED / 176
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base
Semi Finshed
http://www.scpafl.org/web/re_web.seminole county_title?parcel=36193051900000l30&cp... 1/3/2011
City of Sanford
Building Division
P.O. Box 1788
Sanford, Florida 32771
Phone: 407.688.5150
Fax: 407.688.5152
PLAN REVIEW COMMENT
Date: January 26, 2011
Contact Person: Scott Leitzel
Contact Phone Number: Contact Fax Number:
Contact E-mail Address: scottleitzel@live.com
Building Permit Application Number: 11-538
Project Description: Single -Family Renovations
Job Address: 1908 Chase Avenue
ARCHITECTURAL
A-1 Submit Florida Product Approval or Miami Dade County Notice of Acceptance for
Shingle Roof System, Porch Single Ply Membrane System, Garage Doors.
A-2 Submit Manufactures Specifications installation instructions for Fiber Cement
Siding.
STRUCTURAL
S-1 Sheet A-4. No anchor details, trusses to top sill plate, top sill plate to block walls.
S-2 Sheet A-5. Front Porch Section. No anchor details, framing to block walls.
MECHANICAL
M-1 N/A
PLUMBING
P-1 N/A
ELECTRICAL
E-1 N/A
Please direct any questions you may have to Joy Deen at 407.688.5150 Ext. 5332
or fax to 407.688.5152. You may also contact me by e-mail at joy.deen@sanfordfl.gov.
Respectfully,
Joy Deen, Plans Examiner
i JT Ql 1evr( Pl
aJ—r 2
l i - sy u 21
a
r
ol
40
f f(7CI
o
i
Application Instructions for
TAMK08 S16ATE SURFACED
R066 ROOFING
WHEN APPLIED ACCORDING TO THIS
WRAPPER DIAGRAM, THIS PRODUCT
COVERS 96 SQUARE FEET. FOR 100 SQUARE
FEET OF ROOF COVERAGE, USE A 2" TOP
LAP AND A 4" END LAP.
This product is NOT to be used on slopes less
than 2" per horizontal foot.
ROOF DECK — Roof deck must be smooth, dry
and free from warped surfaces. It is recommended
that metal drip edges be installed at eaves and
rakes.
UNROLL BEFORE APPLYING — Roofing should
be unrolled and allowed to lie flat in warm sunlight
for some time in advance of application. This
allows the material to relax, thereby minimizing
the possibility of buckles and surface unevenness.
THE SHEET SHOULD BE CUT IN 12' to 18'
LENGTHS.
TEMPERATURE — Roofing must not be applied
when air temperature is below 50OF unless
proper precautions have been taken to allow for
application of the material.
ADHESIVE — TAMKO recommends TAMKO
Cold Method and Lap Cement and/or any cold
application cement meeting ASTM D 3019.
UNDERLAYMENT — Tamko recommends the use
of underlayment with roll roofing. Apply asphalt
saturated felt as underlayment over the entire
deck. Apply horizontally, parallel to eaves, lapping
each course of the felt over lower course at least
2" and where ends join, lap the felt 4".
APPLICATION - Place 9" side strips of roll roofing
along the eaves and rakes, positioning them
to overhang the deck 1 /4" to 3/8". Fasten strips
with 2 rows of nails as shown in diagram below.
ROOFING PRODUCTS
TAMKO° is a Registered Trademark
of TAMKO Roofing Products, Inc.
Position a full -width strip of roofing so that edges
are flush with eaves and rakes. Fasten upper edge
with nails 4" on center and slightly staggered. Next
course should overlap nails a minimum of 1 ". Lift
lower edge of first course and cover edge firmly
into cement. Continue each succeeding course in
the same manner, varying 12' to 18' sheet lengths,
so that end laps do not line up with one another.
Pay close attention to the laps because proper
sealing is critical.
WARNING
All cement is to be applied in thin, smooth, even
layers. Excessive use of cement will cause
blistering of this product. TAMKO Roofing
Products, Inc. will assume NO responsibility for
the blistering.
All nails should be covered. If any nails remain
exposed, cover them with plastic asphalt roofing
cement.
Additional illustrations and installation details are
available in the Asphalt Roofing Manufacturers
Association Booklet, "Residential Asphalt Roofing
Manual".
Roll roofing may also be applied vertically, parallel
to the rakes.
www.tamko.com
ACCREDITED
CONSTRUCTION MATERIALS
4ECHN0L061E3
LABORATORY TEST REPOR$A
Report for: Tamko Building Products, Inc.
220 W. 4th Street
Joplin, MO 64802
Attention: Kerri Eden
Date: March 26, 2009
Product Name: ASTM Slate Surfaced
Roll Roofing
Manufacturer: Tamko Building Products
Date Received: February 26, 2009 Source: Tamko Building Products
PRI Report No.: TAP-216-02-03 Metro -Dade Notification No.: PR108126
Subject: The purpose of this project was to test ASTM Slate Surfaced Roll Roofing (No selvage) for
compliance with Florida Building Code 2007 (HVHZ) Testing Application Standard (TAS)110-
2000: TESTING REQUIREMENTS FOR PHYSICAL PROPERTIES OF ROOF
MEMBRANES, INSULATION, COATINGS, AND OTHER ROOFING COMPONENTS,
Section 2.2: Roofing Components within asphalt built-up and modified bitumen roof
assemblies, using ASTM D 249-89 (1996): Asphalt Roll Roofing (Organic Felt) Surfaced with
Mineral Granules and Florida Building Code 2007 (FBC) Sections 1507.3.3 and 1507.6.4:
Underiayment, using ASTM D 6380-01: Standard Specification for Asphalt Roll Roofing
Organic Felt) Surfaced with Mineral Granules.
Test Methods: The test methods used included those found or referenced in FBC TAS 110-2000: TESTING
REQUIREMENTS FOR PHYSICAL PROPERTIES OF ROOF MEMBRANES, INSULATION,
COATINGS, AND OTHER ROOFING COMPONENTS, ASTM D 249, and ASTM D 6380
including: ASTM D 146: Standard Test Methods for Sampling and Testing Bitumen -Saturated
Felts and Woven Fabrics for Roofing and Waterproofing; ASTM D 228: Standard Test
Methods for Asphalt Roll Roofing, Cap Sheets and Shingles and ASTM D 95: Standard Test
Method for Water in Petroleum Products and Bituminous Materials by Distillation, ASTM D
4977: Standard Test Method for Granule Adhesion to Mineral Surfaced Roofing by Abrasion.
Sample The sample received from Tamko Building Material on February 26, 2009 was a full roll of
Description: factory labeled felt.
TAP-216-02-03 PRI Accreditations: IAS-ES TL-1894 State of Florida TST5878; Metro -Dade 06-1116.02• CRRC
The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated
client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in
full without the written approval of this laboratory. PRI Construction Materials Technologies LLC assumes no responsibility nor makes a
performance or warranty statement for this material or products and processes containing this material in connection with this report.
PRI Construction Materials Technologies LLC 6408 Badger Drive Tampa, FL 33610 Tel: 813.621-5777 Fax: 813-621-5840 e-maiidporffolio@p6cmt.com WebSite:http:/Ayww.pricrnt.com
Laboratory Test Report for ASTM Slate Surfaced Roll Roofing
PRIO8126
Page 2 of 3
Results of Testina:
ASTM'Test Type 1; ASTM
Met-hodPropertyult
6380
5. Material and Manufacture
Weather side mineral
5.1 Material (Surface) D 249 Pass
granules, saturated,
reverse side with suitable
material to prevent
sticking
5.2 Granule Surfacing D 249 Pass Omitted on any
selvage
5.3 Felt, felt condition (Interior) D 249 Pass Free from lumps
and smooth
5.4 Asphalt Coating D 249 Pass
Compounded with
fine water insoluble
mineral stabilizer
6. Physical Requirements
6.1 Unroll at 50 and 140°F D 249 Pass No stickingtearing, crackin
6.
2 Pliability @ 73°F (10 Strips) D 228 Pass (10/10) No cracking Pass s/
10 6.
3 Loss and Behavior on Heating @ 176°F, 0.3 1.5% loss and
in. D 228 0
1/16 in slide 7.
Dimensions Mass and Permissible" r VariationsA,
7.
1 Width, in D 228 36.2 36" ± 0.7% 7.
2 Selvage, in. D 228 No selvage 2±%, 4±'/2 7.
3 Area, sq. ft. D 228 108.7. 108A t 1 % 7.
4 Table 1A Net
mass of granule surfaced, Ib/100 ft2 D 228 76.3 71.5 min Net
mass per standard roll, Ib/100 ft2 D 228 84.5 80.3 min Mass
desaturated moisture free felt, Ib/100 D
228 9.8 9.0 min Saturant
in felt based on mass of desaurated moisture
free felt, % 150 150 min Mass
of weather side coating exclusive of min
surf, Ib/100 ft2 D 228 32.4 18.5 -32.4 Ash
of desaturated felt, % D 228 9.9 10 max Mass
of mineral matter passing No. 6 and ret. on No 70, Ib/100 ft D 228 29 24.0 min Mineral
matter passing No. 6 ret. on No. 70 based
on mass of bitumen D 228 36.6 55 max Moisture, %
D 95 0.9 3 max Granule
Adhesion, g D 4977 0.7 1 max D
249 Pass Uniformlysatufated".. 8.1 Felt 8.
2 Weather side Surface D 249 Pass Unlforrri 8.
4 Reverse Side D 249 Pass lJniform 8.
5 Defects D 249 Pass Flee From Note
A. Or as agreed upon by purchaser and seller. TAP-
216-02-03 PRI Accreditations: IAS-ES TL-189; State of Florida TST5878: Metro -Dade 06-1116.02; CRRC The
test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client.
No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full
without the written approval of this laboratory. PRI Construction Materials Technologies LLC assumes no responsibility nor makes a performance
or warranty statement for this material or products and processes containing this material in connection with this report. PRI
Construction Materials Technologies LLC 6408 Badger Drive Tampa, FL 33610 Tel: 813-621.5777 Fax: 813-621-5840 e-mail dportfolio@pricml.com webSite: hnp:/Avww.pricmLcom
Tamko Building Products
Laboratory Test Report for ASTM Slate Surfaced Roll Roofing
PRIO8126
Page 3 of 3
Statement of Compliance:
This product complies with all of the requirements of Florida Building Code 2007 (HVHZ) Testing
Application Standard (TAS)110-2000: TESTING REQUIREMENTS FOR PHYSICAL PROPERTIES
OF ROOF MEMBRANES, INSULATION, COATINGS, AND OTHER ROOFING COMPONENTS,
Section 2.2: Roofing Components within asphalt built-up and modified bitumen roof assemblies, using
ASTM D 249-89 (1996): Asphalt Roll Roofing (Organic Felt) Surfaced with Mineral Granules and
Florida Building Code 2007 Section 1507.3.3 and 1507.6.4 and RAS 118, Section 3.01A and 119,
Section 3.01A: Underlayment, using ASTM D 6380-01: Standard Specification for Asphalt Roll
Roofing (Organic Felt) Surfaced with Mineral Granules. Limitations: None.
Signed: C k.K /
Donald . Portfolio
President
Date: 47,16? S
Signed:
Duc T. NguypI If
Florida Registered Profes ' nal Engineer
P. E. Number: 65034
Date: o4au rr
TAP-216-02-03 PRI Accreditations: IAS-ES TL-189: State of Florida TST5878: Metro -Dade 06-1116.02: CRRC
The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated
client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in
full without the written approval of this laboratory. PRI Construction Materials Technologies LLC assumes no responsibility nor makes a
performance or warranty statement for this material or products and processes containing this material in connection with this report.
PRI Construction Materials Technologies LLC 6408 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813.621-5MO e-mail dpoRfolio@pricmt.com WebSite: httpWwww.pncmt.com
7F
OFFICE
I I SIMPSON STRAP TIE 0 EACH TRUSS:
MTSM 20, 16 GA., 20" LONG, SECURE
WITH 10d GALVANIZED NAILS PER
MFR RECOMMENDATION
2xB P.T. SECURE TO FILLED
MASONRY TOP COURSE w/ 1/2"
I I ' ANCHOR BOLTS ® 32" O.G.
TAPGONS DRILL INTO
POURED TOO COURSE
D
e
V`
TRUSS ANCHORAGE DETAIL
REFERENCE DETAIL 3/A4
Renovations & Additions Steve Krone AIA a r c h i t e c t AR0005770
1908 Chase Avenue 320 Oak Hill Drive Altamonte Springs, Florida 32701
Sanford FL 32771 (407)461-0406 e-mail:sek1st@aol.com
Licensing Portal - License Search Page 1 of 1
1:50:49 PM 10/1112011
Data Contained In Search Results Is Current As Of 10/11/2011 01:50 PM.
Search Results
Please see our glossary of terms for an explanation of the license status shown in
these search results.
For additional information, including any complaints or discipline, click on the name.
Name
License
License Type Name
Type
Number/ Status/Expires
Rank
Cosmetology EL Y ELLA HAIR STUDIO Primary
CE9987325 Current, Active
Salon Cosmo Salon 11/30/2012
License Location Address*: 2664 HIAWATHA AVE. SANFORD, FL 32773
Main Address*: 2815 GROVE DR. SANFORD, FL 32773
Cosmetology FRANCISCA RIVERA DBA
CE9987325 Current, Active
Salon Cosmo Salon 11/30/2012
License Location Address*: 2664 HIAWATHA AVE. SANFORD, FL 32773
Main Address*: 2815 GROVE DR. SANFORD, FL 32773
a ac "' IAftiat$btrrCPi
denotes
Main Address - This address is the Primary Address on file.
Mailing Address - This is the address where the mail associated with a particular license will be sent (if different from the
Main or License Location addresses).
License Location Address - This is the address where the place of business is physically located.
Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 :: Call.Center@dbpr.state.fl.us :: Customer Contact Center:
850.487.1395
The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida. Privacy Statement
Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a
public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you
have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster@dbpr.state.fl.us.
https://www.myfloridalicense.com/wlll.asp?mode=2&search=LicNbr&SID=&brd=&typ= 10/11/2011
c toot Is its w aaa a ua at gloat" C Its al tta it tag to tal is ill I loot
NO
Permit No.
Tax Folio No.
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
The undersigned hereby gives notice that improvement
will be made to certain real property, and in accordance
with Chapter 713, Florida Statutes, the following
information is provided in this Notice of Commencement.
MARYANNE MORSE, CLERK OF CIRCUIT COURT
SEMINOLE COWY
BK,07551 Pg 0004; tlpg)
CLERK'rS 41 Z'(111C)11786
RECORDED 02i020/2N)11 10.52:30 AN
RECORDING FEES 10.00
RECORDED BY J Ecltenroth(all)
I . Description of property: (legal description of theproperty,and street address if availablePpPy (g P ) 3
LIS L k U -L -
2. General description of improXjement:
3. Owner information: Name: KA- =ZC 4y-
Address: t
b: Interest in property: (')L e4L
c. Name and address of fee simple titleholder (if other than Owner)
Address:
4. Contractor Name: S GC) H- LeC Z -C c.
Address: 5 j- `` . Name:
Phone
number: I7
5.
Surety Name a
ctmwltu COPI Address:
MARYANNE MORSE b.
Amount of bond: $ IV CLERK OF CIRCUIT COURT 6.
Lender: Name: //I SEMINOLE COUNTY. FLORIDA Address:
J1/,% 1'1 b.
Lender's phone number: rL. DFo1 TY `pv r1 r 011 Ta.
Persons within the State of Florida designated by Owner u on whom notigpj or other documents may lb BJ Z provided
by Section 713.13(1)(a)7., Florida Statutes: Name: g c -1 H - Ic;Sy, Address: (?i") ( (,
koCr`tZt\ Z 7 7 8.a.
In addition to himself or herself, Owner designates of _ to receive a copy of the Lienor's
Notice as provided in Section 713.13(1)(b), Florida Statutes. . b. Phone
number of person or entity designated by owner: _'iVt19- 9. Expiration
date of notice o commencement (the expiration date is 1 year from the date of recording unless a different date is
specified) G WARNING TO
OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.
13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR
PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE
THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDE"IR
AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR. NOTICE OF Signature of
Owner o wner's Authorized Officer/Director/Partner/Manager Signatory's Title/Office O The
foregoing
instrument was acknowledged before me this day of.C. - , (y ar) , by (name of person) as (type of authority, ... e. .
officer, t stee, attorney in fact) for (name of party on behalf of whom instrument was executed) . SEAL) Signature
of
Notary Public Personally Known
OR Produced Identification ' Type of Identification Produced Verificat1'Qn-
p)ysLymt to Se tion 92.525, Florida Statutes: Under penalties of perjury, I declare that I have read the foregoing and that the fact
Adre tru
t the best of my knowledge and belief.NIS, (i5i'
UMiE D BY Signature of
Person Signing Above NOTARY PUBLIC•STATE OF FLORIDA MAUFc C' Rev. date
3/2008 • miB. Lynch ch ComEE013989
Expires: AUG-,
02 2014 O,, IIvC.
BONDED THRUATLASTIC3 ;NDL r, C
Urt
P` it
JAN 0 3 2011 CITY OF SANFORD
UILDING & FIRE PREVENTION
BY: PERMIT APPLICATION
Application No: '
5 g
Documented Construction Value: $
Job Address: 6l,afe- L I 1,'_ Historic District: Yes No
Parcel ID• Zoning:
Description of Work: l`kyad A AEI A
Plan Review Contact Person: f)LTZ2[ L__e—%, A" Z_f-A Title:
01Phone: LiO'7 1-7 c 5` ( Fax: E-mail: (' j[ l P y LiVe •CUri
Property Owner Information
Name rr fY,)(a c t '\Ye C
Street: k1Aje_a_^ 0A c
City, State Zip: _ kx1' . 11A4a C_ F, 327AZO
Phone: `+() `- - 9a '7 -r 7
Resident of property? : Z 20
Contractor Information ,
Name S_ i 7 Phone:
Street. VV1 ,t7 S — , Fax:
City, State Zip: Uk4eCc State License No.:
A chitect/Engineer Information
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
V G T G, ce-wrcce /2.
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
i.. _a
t
PERM T INFORMATION. h_
Building Permit 0
sFx,`-.,:--:;;++:,.'°yam --:yaw .i^-r;..,•;+
Square Footage: Construction Type: No. of Stories:
No. of Dwelling Units:
Electrical
New Service — No. of AMPS:
Flood Zone:
Mechanical 0 (Duct layout required for new systems)
Plumbing
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm No. of heads:
r
Application is hereby made to obtain a permit, to do the work and installations as indicated. I certify that no
work or installation has commenced prior to the issuance of a permit and that all work will be performed to
meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit
must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and
air conditioners, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this
property that may be found in the public records of this county, and there may be additional permits required
from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
I --
Signature caner/Agent Date
Print Owner/Agent's Name
J
3-
Signature of Con r/Agent Date
Sl'f, Le -(A T&
Print Contractor/Agen !s.Narne
Signature orNota-State of Florida Date Signatur
State of Florida O"""b BRETT PENSALA
County of Seminole NOTARY PUBLIC -STATE OF FLORIDA `1 aY Pie%
n Notary Public - State of Florida
The foregoin instniment was acknouiedged be ore ne tFys, ,'' Lynch
My Comm. Expires Aug 20, 201215dayof(_, 2UlG ,LQri___-l mS Cuc trtasioa # EE013989 N
o
1 :,
A Commission # DD 816483
vho has produced lQR _Qd i r.•:,-iF, -at,n. Exp t.:: AUG. 02 20t4 %rFOF Ftd;:``
i c QnG ''.ttr."` Bonded Through National Notar Assn.
Notary Public Si.;o o.re BONDED TiinC n1'L,ti. rIC 5 . DLNG CO., INC. g y
Printed ___6 L _ - -- —
Uwner/Agent is rersonauy r ix,wn to Me or Contractor/Agent is 4- Personally Known to Me or
Produced ID Type of ID Produced ID Type of ID
APPROVALS: ZONING: UTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING:
COMMENTS:
Rev 11.08
SGl Y U [ C I C), k.J (/1 S (3. V1/ I VI
6bo C-f-i C)
rv p
Z, " 1-3 Azej—
Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Date: lelaw
Project Name: Project Address: f64
Building Permit #: Electrical Permit #
In consideration for authorizing the appropriate utility company to energize the facility, we agree with and
understand the following:
1. This Tug/Pre-power application is valid only for one -and two-family dwellings.
2. The facility will not be occupied until a certificate of occupancy has been issued.
3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has
been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service
without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the
jurisdiction will not be responsible for any damages or costs which may result from the exercise of such
right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly
and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including
attorney's fees.
4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the
area designated for pre -power shall be complete and in safe order. All electrical services associated with the
area will be 100% complete unless specifically approved by the electrical inspector.
5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors,
the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical
contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent
energizing circuits other than those that are safe.
6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval.
7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power.
8. TUG approval is for service and outside GFCI outlets only.
9. Check with the local jurisdiction for fees associated with tugs.
of Owner/Tenant
Signature
JURISDICTION EMPLOYEE NAME:
1111PRI.`71T[61M[oin
CALLED INTO:
Print Na e of Gen. Contrac r
Signature o e . Contractor
Gen. c6ritractor Ncense #
Progress Energy Florida Power and Light on _/ /
Rev. 4/20/07)
vz/bq RECEI
w
r , %` , MAR 1 Q 2011
REVISION BY'
PERMIT
l#
PROJECT ADDRESS
DATE v r 0
CONTRACTOR U I lCt K a r G 1"t
PHONE # %) P ` , 5.4 FAX #
CONTACT PERSON TnCN l N Z-Gl
DESCRIPTION OF REVISION
r
PKk-k cue_ 1,. i d 0(
UTILITY DEPT
FIRE PREVENTION
PLANNING
BUILDING