119 Willowbay Ridge St - BR04-002318 (PRESERVE @ LK MONROE) (SFR) DOCUMENTS9
PERMIT AD SS W1*11""
CONTRACTOR
ADDRESS
PHONE NUMBER
PROPERTY OWNER
9 : *1
PHONE NUMBER
Centex Homes
385 Douglas Ave., Ste 2000
A" ionte Springs, FL 32714
1-2176
049689
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
FEE
FEE
Q+i ge. sUBoIVIsI rtS. Q LA 1"404r#440
PERMIT # b `/ 4 l V DATE &- '-,J- / - U `/
PERMIT DESCRIPTION
PERMIT VALUATION Y b-1
SQUARE FOOTAGE -- -3 Y
L
A
City of Sanford
Certificate of Occupancy
This is to certify that the building located at 119 Willowbay Ridge St. for which permit number
04-2318 was issued has been completed according to the plans and specifications filed in the
permit, to wit as New Single Family Residence complies with all the building, plumbing,
electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions
of these regulations.
Staff Approval Date Conditions (if blank, no conditions apply)
Building:
F. Ortiz 12/22/04
Engineering:
D. Richards 12/22/04
Public Works:
J. Crompton 12/28/04
Utilities:
R. Blake 12/27/04
Fire Department:
Zoning:
Centex Homes
Property Owner
12/28/04
Building Official Date
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
New Single Family****
DATE: 12/22/04
PERMIT #: 04-2318
ADDRESS: 119 Willowbay Ridge St
CONTRACTOR: Centex Homes
PHONE #: Trev 407-468-9155
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
ngineeri i z -zz pf- El Fire
Public Works
Utilities
Zoning _
OLicensing
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
FEDERAL EMERGENCY.MANAGEMENT AGENCY
NATIONAL FLOOD INSURANCE PROGRAM
ELEVATION CERTIFICATE
Read 1-7.
O.M.B. No. 3067-0077
Expires December 31, 200E
SECTION A - PROPERTY OWNER INFORMATION I For Insurance Company Use:
BUILDING OWNER'S NAME Policy Number
CENTEX
BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number
119 WILLOWBAY RIDGE STREET
CITY STATE ZIP CODE
SANFORD FL 32771
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 193, PRESERVE @ LAKE MONROE
BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc, Use a Comments area, if necessary.)
RESIDENTIAL
LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type):
or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other:
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
131. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE
CITY OF SANFORD 120294 SEMINOLE FLORIDA
B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S)
NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding)
12117CO035 E 4/17/95 4/17h95 X NIA
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9.
FIS Profile ® FIRM Community Determined . Other (Describe):
B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): —
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date
SECTION C - BUILDING ELEVATION, INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: Construction Drawings* Building Under Construction* ® Finished Construction
A new Elevation Certificate will be required when construction of the building is complete.
C2. Building Diagram Number 1(Select the building diagram most similar to the building forwhich this certificate is being completed - see pages 6 and 7. If no diagram
accurately represents the building, provide a sketch or photograph.)
C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO
Complete Items C3: a-j below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in
Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of
Section D or Section G, as appropriate, to document the datum conversion.
Datum NGV929 Conversion/Comments NONE
Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ® No
o a) Top of bottom floor (including basement or enclosure) 15. 0 ft.(m) Cq
o b) Top of next higher floor N/A. ft.(m) Cl) \
t
o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m)
o d) Attached garage (top of slab) 14. 6 ft.(m) E
o e) Lowest elevation of machinery and/or equipment w co
servicing the building (Describe in a Comments area) 14.6 ft.(m)
o f) Lowest adjacent (finished) grade (LAG) 13.6 ft.(m) z'm
co ti
o g) Highest adjacent (finished) grade (HAG) 14, 2 ft.(m)
o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0
o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm)
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information.
1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available.
I understand that any false statement may be punishable by.tine or imprisonment under 18 U. S. Code, Section 1001.
CERTIFIER'S NAME: GALEN K. BELL LICENSE NUMBER: 4224
TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC.
ADDRE CITY STATE ZIP CODE
1030 N. ORLA A UE, S I WINTER PARK FL 32789
SIGNATURE DATE TELEPHONE
120/04 (407) 426-7979
FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions
IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance Company Use:
BUILDING STREET ADDRESS (including Apt, Uni Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number
119 WILLOWBAY RIDGE STREET
CITY STATE ZIP CODE Company NAIC Number
SANFORD FL 32771
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner.
COMMENTS
ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL
MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT
Check here if attachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F,
Section C must be completed.
E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately
represents the building, provide a sketch or photograph.)
E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use
natural grade, if available).
E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m)—in.(cm) above the highest adjacent
grade. Complete items C3.h and C3.i on front of form.
E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use
natural grade, if available).
E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance?
Yes No Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community -
issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best ofmy knowledge.
PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME
ADDRESS CITY STATE ZIP CODE
SIGNATURE DATE TELEPHONE
Check here if attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ofdhankp to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation
Certificate. Complete the applicable item(s) and sign blow.
G1. The information in Section C was taken from'6ther documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state
or local law to certify elevation infbmnatik n: (Imdicate the source and date of the elevation data in the Comments area below.)
G2. A community official completed Section E fcra building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO.
G3. The folla.ving information (Items G4-69) i3' provided for community floodplain management purposes.
NUMBER
r.I G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED
G7. This permit has been issued for. New Construction Substantial Improvement
G8. Elevation of as -built lowest floor (including basement) of the building is: — _ft.(m) Datum: _
G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft.(m) Datum: _
LOCAL OFFICIAL'S NAME TITLE
COMMUNITY NAME TELEPHONE
SIGNATURE DATE
COMMENTS
E
ElCheck here if attachments
FEMA Form 81-31, January 2003 Replaces all previous editionsP
PLAT OF SURVEY
DESCRIPTION: (AS FURNISHED)
LOT 193, PRESERVE AT LAKE MONROE
AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
NOTE:,
FOR THE BENEFIT OF AND THE FINISHED FLOOR ELEVATION OF THIS
EXCLUSIVE USE OF: STRUCTURE MEETS OR EXCEEDS THE
COMMERCE TITLE COMPANY THE REQUIREMENTS SET FORTH IN THE
COMMERCE TITLE INSURANCE COMPANY CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A).
CTX MORTGAGE COMPANY, LLC LOT 181 1
I LOT 180
1 ;
1
1
s
I
N54 23 11 "w LOT 179
D RAIN AGE I1y. i UTILITY EASEMENT _
1" = 30'
GRAPHIC SCALE
1 LOT 193
O 15 ". 30 gyp i 7,208 SOFT, t i -
1
N II 1 /
O I
0. 1
y i 1I
I
1'.
10.4'
40.0' 13.3
ki
c1
1
N =11 IW1
N m; N uj
LIDNAP m1' jw
LOT 192 o! ' r i
Q ONE STORY I j o N
Q) \
uL
CONCRETEBLOCK
RESIDENCE io LOT 194n -
C mu
FINISH FLOOR L0 Z (JELEVATION=15.02' i w T„
I
Z Z
1 1 O1- I
COVEREDENTRY 5.3'
19. 3' ' ..
13.3'
2 5.2'
C/W
1 I I1
10' UTILITY I
EASEMENT I. II
T
N'
I" pl d=12'49'04"
10".
o Ai L=50.33'
o
g9gg il C13S60'47'43"E Cg
S,pg3619.E l--650.2 4=
35'3T13" Vti L=
139.88' R=
225.00' 5.
C8=S72'11'47"E f
ON,1 C=137.64' WILLOWBAY
RIDGE STREET 50'
RIGHT-OF-WAY NOTE:
1.
ALL DIRECTIONS AND DISTANCES HAVE BEEN
FIELD VERIFIED AND ANY INCONSISTENCIES
HAVE BEEN NOTED ON THE SURVEY,
IF ANY. 2.
PROPERTY CORNERS.SHOWN HEREON WERE SET/
FOUND ON 12-23-04, UNLESS OTHERWISE SHOWN.
3.
THE SURVEYOR HAS NOT -ABSTRACTED THE LAND
SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY,
RESTRICTIONS OF RECORD WHICH MAY AFFECT
THE TITLE OR USE OF THE LAND. 4.
NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED
EXCEPT AS SHOWN. 5.
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER. I
HAVE EXAMINED THE F.M.M. COMMUNITY PANEL NO
120294 0035 E DATED 4/17/95 AND FOUND THE
SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA
OUTSIDE 100 YEAR FLOOD PLAIN. THE
SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE
INFORMATION. PLEASE CONTACT THE LOCAL F.
E.M. A. AGENT FOR VERIFICATION. ELEVATIONS
SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL'
CONTROL AS FURNISHED. THE
NORTHWESTERLY LINE OF LOT 193 BEING
N 35'36'49" E PER PLAT. FIELD
DATE: ) REVISED:
SCALE:
1 = 30 FEET APPROVED
BY: Si FOUNDATION
ASM39802
JOBN0. FINAL
12-23-04 CKB PLOT
PLAN 4/30/04 SOO DRAWN
BY: LOT FIT 12-31-02. CKB LEGEND
BUILDING
SETBACK LINE CENTERLINE
RIGHT
OF WAY LINE. 4
EXISTING
ELEVATION OCONCRETE
LB
LICENSED. BUSINESS LS
LICENSED SURVEYOR PRM .
PERMANENT REFERENCE MONUMENT PCP
PERMANENT CONTROL POINT . P)
PER PLAT M)
MEASURED FND
FOUND .. C%
W CONCRETE 'WALK. S/
W SIDEWALK CP
CONCRETE PAD CS
CONCRETE SLAB C
CHORD LENGTH ELEV
ELEVATION' PK
PARKER KALON R
RADIUS POC
POINT OF CURVE AMERICAN
SURVEYING,& MAPPING CERTIFICATION
OF AUTHORIZATION, NUMBER LB#6393 1030
N. ORLANDO AVENUE, SUITE B WINTER
PARK, FLORIDA . 32789 ; (
407) 426-7979 10
A=10*11'35" L=
44.48' R=
250,00' CB=
S62'06'27"E C=
44,42' FND
NAIL AND DISC LB
N68 (12/23/04) OSET
1/2" IRON ROD AND CAP LB #
6393 (12/23/04) CNA
CORNER NOT ACCESSIBLE In,
DENOTES DELTA ANGLE L
DENOTES ARC LENGTH C.
B. DENOTES CHORD BEARING PC -
DENOTES POINT OF CURVATURE PI
DENOTES POINT OF INTERSECTION PRC
DENOTES POINT OF REVERSE CURVATURE I PT
DENOTES POINT OF TANGENCY TYP
TYPICAL A/
C AIR CONDITIONER i COW
CONCRETE BLOCK WALL P RP
RADIUS POINT CHU
OVERHEAD 'UTILITY LINE : ID
IDENTIFICATION - POL
POINT ON LINE PCC
POINT OF COMPOUND CURVE REV
REVISED I I
HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY,
SUBJECT TO THE SURVEYOR'S NOTES CONTAINED
HER=,O.J P1 r S THE APPLICABLE MINIM
UMk;TECHNICAL ,,STAND`APOS" SET FORTH BY THE, "
FLOR 0A' BOARD'Or PFOFESSIONAL SURVE,'ORS'-
AND MAPPERS IN CN/, PTER 61G1:(=6,
FLORIDA-AGMINISTP,ATIVE,,CODE PURZOANT TO
CHAPTER 472.027, KLORIDA S TA-
T U TE S. 1 FOR
THE
FIRM
ALEN
K.
BELL I PSM #4 -241 1 DATE x, t"'
0,
r
DATE:
PERMIT #:
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
ADDRESS:
CONTRACTOR:
PHONE #:
New Single Family****
12/22/04
04-2318
119 Willowbay Ridge St
Centex Homes
Trey 407-468-9155
I'
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
Engineering Fire
Public Works Zoning
Utilities Licensing
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION. s
New Single Family**** 0
E
DATE: 12/22/04
PERMIT #: 04-2318
c. a: .A t
w ;
ADDRESS: 119 Willowbay Ridte St N -
u
i
CONTRACTOR: Centex Homes a
0 c 2: a
PRONE #: Trey 407-468-9155 -. CL 0-
s
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
Engineering []Fire
Public Works Zoning
ti ' es Licensing
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
LMBC1001 CITY OF SANFORD
Address Misc. Information Inquiry
12/22/04
18:01:08
Location ID . . . . . . . 248855
Parcel Number . . . . . . 22.19.30.502.-0000-1930
Alternate location ID . .
Location address . . . . . 119 WILLOWBAY RIDGE ST
Primary related party . .
Type options, press Enter.
5=View detail
Opt Description
PLANNING & ZONING COMMENT
CUSTOMER SERVICE NOTES
CUSTOMER SERVICE NOTES
CUSTOMER SERVICE NOTES
CUSTOMER SERVICE NOTES
CUSTOMER SERVICE NOTES
Free -form information
PRESERVE AT LAKE MONROE
LOT 193*************
SW DEV FEE $1700.00 WA DEV FEE $650.00
BP04-2318 PD 6-24-04 SEE REC #6965
3/4"WA METER SET FEE $190.00 PD 6-24-04
REC#6965
F2 Address F3=Exit FS=Special Notes F9=Parcel Notes
F12=Cancel
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL. INSPECTION
New Single Family****
DATE: 12/22/04
PERMIT #:
ADDRESS:
CONTRACTOR:
PHONE #:
04-2318
119 Willowbay Ridge St
Centex Hones
Trey 407-468-9155
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
Engineering
Yublic Works LJ(
R - , dy
Utilities
Fire
Zoning _
Licensing
CONDITIONS: (TO BE COMA ETNLY IFAPPROVAL IS CONDITIONAL)
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PArcel K:
Owners Name & Address.:
CoWr2ctor Name & Address:
AtLzCN Pt "f of OayaaersJhip, A Le-pF, Ple-serip f6o.rb).
Ain ni
Ti-` 7 ate License uriber.
j Phone d Fax:
Ph
Bonding Company:
Address --
Morigage Lender:
Addre-
Architect/Engineer:
Phone: `
Address'
Application is hereby nad., to obtain a pe llt to do the work -arid installations as indicated. I semi+,"ehat no Work or installation has coninienced prior to tlirissuanceofa. peT,tii and than all yvo k to ili 1 ro,,t-d to me, s tda;ds of all lax s , ep :lathg sahsia+eton i2 this ja -,ig fiction. r ,undue and' that a sepa a f
peimii musi be secured io,- ELEC Ie.TiCAL e7dOki':, PLUMPMC, Sit N5, WELLS, POOL 5 [ URM4ACES, 30iLER.',, REA7ERS, TANKS, arid AIRCONDITIONERS, etc. Oft
lER'S AFriDA t : I Geri;_,; that all of the fom.,oing it oA r ition is aer U 2te end ilt s` } Fiosk mild `us co
ss} ue o anci zoning. A 7yIvC TOO tiltNF' OUP: FA3LUP E TO PT:C'ORE17 A NOTICE OF COIN i
MCE FOR IMPRO"1E.MENT', TO vrOUP, PaOPE,_,,TyIj yoU IT is PM TOOBI ATIN MflW'iC3ltiIG, ATTORNEY SEFOP—
P RECORDi I NG :'OUP. NOTICE OF CO}•AMENCEMENT. X NOTICE: li
addition to the requirements of this pertrniit, there niay be additional res-; fictions plicabl, this counts,
and there -may be additional p-iftiEs required horn other govern , : tal en65e wch as ava Acceptance of
pe, rnit is verification That.! N611 notify the ovner of the properly of ih ,equireme oe Signature of
Owner/Agent Print Owner/
Agent's Name Signature of
Notary -State of Flonda Owner/Agent
is _ Personally Known to Me or Produced ID
APPLI(AI
ION APPROVED 13Y: Bldg Innial & Date)
Sotci t
l undruons; Date Date
cor-,
oliail
with all applical k i w:: „J il Ong t`t ,
I"a T YKAVl UL-f Bai r c)I Tl' l / T;? i Ii W
f H YOURLEINDEK c)K AJ, pr i
errerry thai stay .o rid in Ole Pubb(/rec-onils of ement disc ta.
te genrre.;, z r ft Z n(agenctes. Lien FS 713.
Lf Stgufure of
Connctor/
Agent Date Pr Contractor Agent'
s ame to aD joq
Signature of of
Flonda Date Contractor/ACe''.:i
V Personain_ Known to Me or Producef :D Zoning:
Li, Initial
cC Date)
µP 7 }
2F IIRNER (
In --,a I & Dail - my COMMISSION # DD
212893 j Bonded Thru Notary
Public Underwriters C'
FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077
NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E
ELEVATION CERTIFICATE
Important: Read the instructions on pages 1- 7.
SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use:
BUILDING OWNER'S NAME
CENTEX
Policy Numbed
BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number
119 WILSON BAY COURT
CITY STATE ZIP CODE
SANFORD FL 32771
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 252, PRESERVE Q LAKE MONROE, UNIT 2
BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.)
RESIDENTIAL
LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type):
ff' or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other.
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
81. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME 133. STATE
CITYOF SANFORD 120294 SEMINOLE FLORIDA
B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S)
NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE 138. FLOOD ZONE(S) Zone AO, use depth of flooding)
12117CO035 E 4/17/95 4/17/95 X WA
B! u. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9.
AS Profile ® FIRM Community Determined Other (Describe):
Bi 1 Indicate the elevation datum used for the BFE in 139: ® NGVD 1929 NAVD 1988 Other (Describe): _
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction
A new Elevation Certificate will be required when construction of the building is complete.
C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram
accurately represents the building, provide a sketch or photograph.)
C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, Vt-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO
Complete Items C3: a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in
Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of
Section D or Section G, as appropriate, to document the datum conversion.
Datum NGVD'29 Conversion/Comments NONE
Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? []Yes ®No
all permanen openings (flood a)
Top of bottom floor (including basement or enclosure) 17. 3 ft.(m) b)
Top of next higher floor 26.6 ft.(m) co c)
Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) d)
Attached garage (top of slab) 16. 7 ft.(m) 00
E
e)
Lowest elevation of machinery and/or equipment W W servicing
the building (Describe in a Comments area) 16.7 ft.(m) E cd f)
Lowest adjacent (finished) grade (LAG) 15.1 ft.(m) 3 C g)
Highest adjacent (finished) grade (HAG) 16. 0 ft.(m) h)
No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 A
Total area of t vents) in C3.h 0 sq. in. (sq. cm) SECTION
D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This
certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information, I
certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I
understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'
S NAME: JAMES J. JILES LICENSE NUMBER: 4997 TITLE:
PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS
CITY STATE ZIP CODE 1030
N. ORLANOD AVENUE, SUITE B WINTER PARK FL 32789 SIGNATURE '
4
Sa DATE TELEPHONE 9/
19/05 (407) 426-7979 FEMA
Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions
i IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance company use:
i BUILDING STREET ADDRESS (Including Apt, Unit, Suite, ancLor Bldg. No.) OR P.O. ROUTE AND BOX NO. Porwy Number119WILSONBAYCOURT
CITY STATE ZIP CODE Company NAIC Number . SANFORD FL 32771
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner.
COMMENTS
ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL
MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT
I
Check here 9 attachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zone AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F,
Section C must be completed.
E1. Building Diagram Number —(Select the building diagram most similar to the building for which this certificate is being completed —see pages 6 and 7. If no diagram accurately
represents the building, provide a sketch or photograph.)
E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use
natural grade, if available).
E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent
grade. Complete items C3.h and C3.i on front of form.
i E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade, (Use
inatural grade, if available).
E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance?
Yes No Unknown. The local official must certify, this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFCATION
The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community -
issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and Eare correct to the best of mytmoWedge.
PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME
ADDRESS CITY STATE ZIP CODE
I SIGNATURE DATE TELEPHONE
COMMENTS
Check here if attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law a ordinance to administer the community s floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation
Certificate. Complete the apFdicable iterri(s) "and sign below.
G L,_The information in SectionC was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state
or local law to certify elevation infdrr^ation. (Indicate the source and date of the elevation data in the Comments area below.)
G2. A communityofficial completed section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ;
The following information (Items G4-G9) is provided for community floodplain management purposes. G4.
PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED G7.
This permit has been issued for. New Construction Substantial Improvement G8.
Elevation of as -built lowest floor (including basement) of the building is: _ft.(m) Datum: _ G9.
BFE or (in Zone AO) depth of flooding at the building site is: — _ ft.(m) Datum: LOCAL
OFFICIAL'S NAME TITLE COMMUNITY
NAME TELEPHONE SIGNATURE
DATE COMMENTS
Check
here if attachments I FEMA
Form 81-31, January 2003 Replaces all previous editions
PLAT OF SURVEY
DESCRIPTION: (AS FURNISHED)
LOT 252, PRESERVE AT LAKE MONROE UNIT 2,
AS RECORDED IN PLAT BOOK 66, PAGES 10-11, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
1"m30'
GRAPHIC SCALE
0 15 30
J-
NOTE:
pl WILLOWBAY RIDGE STREET THE FINISHED FLOOR ELEVATION OF THIS
50 RIGHT OF WAY
STRUCTURE MEETS OR EXCEEDS THE
THE REQUIREMENTS SET FORTH IN THE
CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A).
I
10
M
I
1 LOT 229
L
ps
0
60.00' 301
S89'52'41 "W
NB9'52'41 "E , •..
25.00'
4.
FND 1/2" IRON ROD
O
NO ID. (09/16/05)
I
O1
OI
I
I
ol LOT 252
I
II
q o IIII 7.0'
c js' a
15.0' 1O
40.0'
LLJ Z I
w
O TWO STORY
w ' C/B & W/F
i b
o
RESIDENCE
nw FINISHED FLOOR.
6 ZD ELEVATION=17.29
01 O o I
o0 N
i M 20.76.3'
4••.
o'COVERED•'
e 15.0'
PT 30 3' CONC
WALK
o
10,
FM -
LOT 230
N
UP
LOT 251
cy)o
Lo
r-
06MO
O 7
O
Z
5.0'
O, '•.. ^' •• 5S
V
W; ,.1',.'.' WAkK IS - - —
9 : ,..:'.."...;. '..:
i: , / : `::........:,, 0.1 OFF
WALK IS f ff
Q9\ 3 :ON LINE N89'52 41 E
ce p °o 0 38.00orj°o m I . f
i, ,
sySp). PI o 1
z
N89'52'41"E PI
PC 653.03'CENTERLINE OF
RIGHT OF WAY
Q;
J I WILSON BAY COURT
50' RIGHT OF WAY
FOR THE BENEFIT AND U 1
EXCLUSIVE USE OF: }
COMMERCE TITLE COMPANY Q3 LEGEND
COMMERCE TITLE INSURANCE COMPANY m4
CTX MORTGAGE COMPANY, LLC o
2r — — ' — ' — BUILDING SETBACK LINE
O
NOTE: - —
1. ALL DIRECTIONS AND DISTANCES HAVEBEENFIELDVERIFIEDANDANY
INCONSISTENCIES HAVE BEEN NOTED ON THE
SURVEY, IF ANY.
2. PROPERTY CORNERS SHOWN HEREON WERE
SET/FOUND ON 09/16/05, UNLESS OTHERWISE
SHOWN.
3: THE SURVEYOR HAS NOT ABSTRACTED THE
LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF
WAY, RESTRICTIONS OF RECORD WHICH MAY
AFFECT THE TITLE OR USE OF -THE LAND.
4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN
LOCATED EXCEPT AS SHOWN.
5. NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO. 120294 0035 E.
DATED 04/17/95, AND FOUND THE SUBJECT PROPERTY APPEARS TO UE
IN ZONE 'X" AREA OUTSIDE THE 100 YEAR FLOOD PLAIN.
THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION
PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATIC
ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL
CONTROL AS FURNISHED.
BEARINGS SHOWN HEREON ARE BASED
ON THE EASTERLY LINE OF LOT 252
BEING S00'07'19"E, PER PLAT.
FIELD DATE:) 05/05/05 REVISED:
SCALE: 1" = 30 FEET
APPROVED BY- SJ
FINAL 09/15/05 RS
ASM45505 FORMBOARD 05/26/05 JpJOBN0.
PLOT PLAN 2/24/05 KLE
DRAWN BY-
LOT FIT 7/31/04 SDO
CENTERLINE
RIGHT OF WAY LINE
131_24 EXISTING ELEVATION
CONCRETE / CONC.
PSM PROFESSIONAL SURVEYOR AND MAPPER
LB LICENSED BUSINESS
LS LICENSED SURVEYOR
PRM PERMANENT REFERENCE MONUMENT
PCP PERMANENT CONTROL POINT
P) PER PLAT
M) MEASURED
FND FOUND
C/W CONCRETE WALK
S/W SIDEWALK
CP CONCRETE PAD
C/S CONCRETE SLAB
C CHORD LENGTH
PK PARKER KALON
R RADIUS
POC POINT ON CURVE
FPL FLORIDA POWER, ,AND LIGHT
UP UTILITY PAD
AMERICAN SURVEYING & MAPPING
CERTIFICATION OF AUTHORIZATION NUMBER LB#6393
1030 N. ORLANDO AVENUE, SUITE B
WINTER PARK, FLORIDA
32789 (407) 426-7979
O
d=90100'00"
R=22.00'
L=34.56'
CB=N45'07'19"W
C=31.11'
r
QFND NAIL AND DISC
LB #68 (09/16/05)
OFND 1/2-IRON ROD AND CAP
LB #6393 (09/16/05)
OFND 1/2"IRON ROD AND CAP
LB #68 (09/16/05)
CNA CORNER NOT ACCESSIBLE
0 DENOTES DELTA ANGLE -
L DENOTES ARC LENGTH
C.B. DENOTES CHORD BEARING
PC DENOTES POINT OF CURVATURE
PI DENOTES POINT OF INTERSECTION
PT DENOTES POINT OF TANGENCY
PRC DENOTES POINT OF REVERSE CURVATURE
TYP TYPICAL
A/C AIR CONDITIONER
CBW CONCRETE BLOCK WALL
RP RADIUS POINT
OHU OVERHEAD UTILITY LINE
ID IDENTIFICATION
POL POINT ON LINE
PCC POINT OF COMPOUND CURVE
POB POINT ON BOUNDARY
POB POINT ON BOUNDARY -
W/F WOOD FRAME
I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY,
SUBJECT TO THE SURVEYOR'S NOTES CONTAINED
HEREON MEETS THE ,All?:11CABI E "MINIMUM
TECHNICAL SI:,NIJDARDS" SET; FORTH
BY THE FLOR!0A 96AR6 OF PROFES SI,ONAL
SURVEYOR.SCAND' MAPPERS IN CHAPTER.
61G17-6,,FL0RIDA AC,M6NI!STR.ATIVE ;6:OC'8
PURSUANT TO CHAPTER 472:027, FLORIDA
STATUTES.:,
5w
FOR
THE
FIRM
JAMES JAY JI'L'EIS 'PSM #4997 DATE
CITY OF SANFORD PERMIT APPLICATION
Permit #: oy SS Date:
Job Address:
Description of Work: CONSTRUCT CONC TE B_L SING FAMILY DWELLING
Historic District: Zoning: Value of Work: $ Y& 1_? j • o
Permit Type: Building XX Electrical Mechanical. Plumbing - Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Ca1c. Required).
Plumbing/ New Commercial: # of Fixtures # of Water& Sewer Lines # of Gas Lines'
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial
Occupancy Type: Residential CommerciaC Industrial Total Square Footage: ?39/
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel#: 22-19-30-502-0000— I7J 0 (Attach Proof of Ownership& Legal Description)
Owners Name & Address: CENTEX HOMES, 385 DOUGLAS AVE., STE,. #2000 ALTAMONTE SPGS . , FL 32714
Phone: 4077661-2176
Contractor Name & Address: PATRICK J . 0^97VENTEX9TOMOSIA h 1(r—SAMEFAWftVE)
l,_ 1CG C049689
P'' CKIEeCAINE, r
Phone:
407-467-2643 Phone&Fax: 407-661-2176/661-4089 J Contace
son' iA ." Bonding
Company: NA (( Address:
MAY 0TZ004 Mortgage
Lender: NA — -• _ Address:
407—
774-9Architect/Engine.er: HURRICANE' ENGINEE h003 Address: 1
Fax: 407-774-8477 Application is
hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of
a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must
be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS,
etc. OWNER'S
AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and
zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN 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 1 will notif the owne f the property of the requirements of F Lien Law, FS III, AY 0
5 2004 Signature of
Owner/Agent ate Signature f Contrac or/Agent. Date PAT .IGHT
Print Owner/
Agent's Name Print• ntracto Agent's Name AY 0
5 2004 Signature of
Notary -State of Florida Date Signature ofNotary-State of Florida Date Owner/Agent
is _ Personally Known to Me or Contractor/Agent is X X Personally Known to Me or Produced ID
Produced ID APPLICATION APPROVED
BY: Bldg:e(n L LP Zoning: Utilities: FD: Initial & Date) (
Initial & Date) (Initial & Date) (Initial & Date) L..........0
Special
Conditions: ....... o<,oyP
gln- Comm#DD0299442 C •. Expires
3/29/2008 it D >',:
Bonded thru (
800)432-4254: S............uu „
o Florida Notary•As: m, Inc - -
T iT
Orlando Division
385 Douglas Avenue, Suite 2000
Altamonte Springs, FL 32714
Office: (407) 661-2150
Fax: (407) 661-4089
www.centexhomes.com
SEMINOLE COUNTY BUILDING DEPARTMENT
Effective immediately, and until further notice, this letter will stand as authorization for
Nan Holmes, Jackie Caines or Mindy Holmes to sign permit applications and energy calculations for
any lots owned by Centex Homes, obtain permits for same and receive Certificates of
Occupancy, in my name and license for the subdivision and lot specified below:
Subdivision: PRESERVE AT LAKE MONROE
Lot: 190
tw
Patrick J. Knight CG C049689
STATE OF FLORIDA COUNTY OF SEMINOLE
The following instrument was acknowledged before me this MAR 0 8 2004
by Patrick J. Knight, Division President of Centex Real Estate Corporation, a Nevada
Corporation, managing general partner of Centex Homes, aNevada general partnership for and
on behalf of said corporation. Patrick J. Knight is personally known to me and did not take an
oath.
Notary Public -State of Florida at Large
Commission No.:
My Commission Expires:
ram
a KIMBERLY A. RROWN
nj :cam EXPIRES: ddi 29. 2CO4
ryBondedThruNotaPubliclJnderNriters n
CENTEX
NOMES
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
PARCEL DETAIL Back >
T
SemiilK3k County
I IN B. First St,
S`setntd Pt. 3 7ii Ai:, 407-60.5-75"
2004 WORKING VALUE SUMMARY
GENERAL
S3-SANFORD
Value Method: Market
Parcel Id: 0000-19 30 502
Tax District: WATERFRONT 000
Number
of Buildings: 0 REDVDST
Depreciated Bldg Value: $0 Owner:
CENTEX Exemptions: HOMESDepreciated
EXFT Value: $0 Land
Value (Market): $26,000 Address:
385 DOUGLAS AVE STE 2000 Land
Value Ag: $0 City,
State,ZipCode: ALTAMONTE SPRINGS FL 32714 Just/
Market Value: $26,000 Property
Address: 119 WILLOWBAY RIDGE ST SANFORD 32771 Assessed
Value (SOH): $26,000 Subdivision
Name: PRESERVE AT LAKE MONROE Exempt
Value: $0 Dor:
00-VACANT RESIDENTIAL Taxable
Value: $26,000 2003
VALUE SUMMARY SALES
2003 Tax Bill Amount: $285 Deed
Date Book Page Amount Vac/Imp 2003 Taxable Value: $13,680 Find
Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS
LAND
LEGAL DESCRIPTION PLAT Land
Assess Method Frontage Depth Land Units Unit Price Land Value LOT 193 PRESERVE AT LAKE MONROE PB 62 LOT
0 0 1.000 26,000.00 $26,000 PGS 12 - 15 NOTE:
Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax urposes.
If
you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://
www.scpafl.org/pls/web/re_ web.seminole_countytitle?PARC EL=22193050200001930... 5/5/04
City of Sanford Building Division I A V
Submittal Requirements for Residential Building Permit
1. Two (2) recent boundary and building location surveys showing setbacks from all
structures to property lines for permit for structures (not fences).
2. Two (2) complete sets of construction design drawings drawn to scale.
Complete sets to include_
a. Foundation plan indicating footer sizes for all bearing walls. Provide side view details
of these footers with reinforcement bar replacement.
b. Floor plan indicating interior wall partitions and room identification, room dimensions,
door, window, and/or opening sizes, smoke detector location(s), landings, decks, stairs,
bathroom fixtures, and distances from walls- "The State of Florida requires bathroom
compliance with Florida Accessibility Code.
C. An elevation of all exterior walls - east, west, north, and south. Finish floor elevation
height as per Engineering Department or subdivision plat.
d. Cross sections of all wall sections to be used in the structure, bearing and non -bearing
interior and exterior walls, show all components of wall sections.
e_ Framing plan for floor joists where conventionally framed. Plan is to indicate span, size
and species of materials to be used -
Engineered truss plan with details of bracing, engineered beams for spacing openings to
carry- and support trusses-
9- Stair details with tread and riser dimensions, stringer size, methods of attachment,
placement of handrails and guardrails_
h. Square footage table showing footages:
I _ Garages/Carports sq. ft.
2. Porches/Entries sq_ ft.
3. Patio(s) —. sq_ ft.
4. Conditioned Structure sq. ft.
Total Gross Area sq. ft.
3_ Three (3) sets of completed Florida Energy Code Forms.
4. Soil analysis and/or soil compaction report_ If soils appear to be unstable or if
structure is to be built on fill, a report may be requested by the Building Official or his
representative.
5. Other submittal documents:
a. Utility letter or approval when public water supply and/or sewer system connection to
be made.
b- Septic tank permit issued by Seminole County Health Dept.
c. Arbor permit when trees to be removed from property. Contact the Engineering Dept_
for details regarding the arbor ordinance and permit.
d_ Seminole County Road Impact fee statement.
C. Property ownership verification.
f. Driveway permit issued by City Engineering Department.
6_ Application to be completed thoroughly and signatures provided by a licensed and insured
contractor and property owner_ if electrical, mechanical, or plumbing permits have not been
issued- inspections will not be scheduled or made and subcontractors will be subject to penalty
under city° ordinances_
Date MAY 0 5 2004
gOwner/Agent Si natur
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PAYMENT SHOULD BE BY rHFCK OR MONEY DRDFR, AND WrYnr
THE STATFMFNT NUMBER Awn CITY BUTIPTW9 PERMIT NUMBER AT THP Tnv-
IFFT OF THE NQTTCF1.
A*ATHTR STATFMPOT TO VA(Tp nwiy IM COWjHNrTTON WITH Ysqmmm OF Amw
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want in mt If sat R Rio it via it aN R fill lit III it lift it awl R 11114 f8b1' i®
This Instrument Prepared By:
NAME: Debra A. Riggs -Centex Homes
385 Douglas Avenue, Suite 2000
Altamonte Springs, FL 32714
Permit No.
NOTICE OF COMMENCEMENT
SEMINOLE
STATE OF FLORIDA
COUNTY OF ORANGE
MRYANNE NOR 1 (A-ERK OF CIRCUIT COURT
S NINO LE COUNTY
AK 05302 FIG 0339
CLERK" S # 20044073604
RCECORD D 05/12/2M OS135:53 PN
RE[.ADIN8 4F-'' 6a CRC
RF1,130i-0 AY L {Mf-Kinley
THE UNDERSIGNED hereby gives notice that improvements 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.
1. Description of Property: LOT / 7 — , PRESERVE AT LAKE
in Plat Book 62 Pages 12-15 in the
PUBLIC RECORDS OF SEMINOLE COUNTY,
2. General Description of Improvement: SINGLE FAMILY DWELLING
3. Owner Information: CENTEX HOMES
385 Douglas Avenue, Suite 2000
ALTAMONTE SPRINGS, FL 32714
Interest in Property: FEE SIMPLE INTEREST
Name of Fee Simple Titleholder: N/A
4. Contractor: CENTEX HOMES'
85 Douglas Avenue, Suite 2000
Altamonte Springs, Florida 32714
Phone: (407) 661-2150 Fax: (407) 661-4089
5. Surety: N/A
Amount of Bond: N/A
6. Lender: N/A
WIROE Recorded
FLORIDA.
7. Persons within the State of Florida designated by Owner upon whom notices or other
documents may be served as provided by Section 713.12 (1) (a) 7,,
Florida Statutes: CONTROLLER
Phone: (407) 66.1-2150 Fax: (407) 661-4089
8. In addition to himself, Owner designates the following person to receive a copy of
the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes: NONE
9. Expiration date of Notice of Commencement (the expiration is date is 1 year from
the date of recording unless a different date is specified)
MAY r 12.2004Gr-RTIFiflo Co,N•r
IWARYWfF- Nf0!?,S
alh f"'"*
Uxyy-
n OFeit;uf? coma I
Debra
A. Riggs' OFFICE
MANAGER FOR CENTEX HOMES, 385 DOUGLAS AVENUE SUITE
2000, ALTAMONTE SPRINGS, FLORIDA 32714 THE
FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS AY05M4,
BY
DEBRA A . RIGGS., OFFICE MANAGER CENTEX
REAL ESTATE CORPORATION, A NEVADA CORPORATION nWA 2728
HOLDING CORPORATION, A NEVADA CORPORATION. DEBRA A. RIGGS IS PERSONALLY
KNOWN TO ME AND DID NOT TAKE AN OATH. 6
NOTARY
PUBLIC e
KIG.
CAiNES Comm#
DD0252902 Q,ypt P,e Expires il2imm Bonded
thru (E00)432.4254:. nmu.•
Florida Notary Assn., Inc i. m...................... a n.. ...... a..... t
CITY OF SANFORD PERMIT APPLICATION
Permit # : M —03 I ()
Job Address:
Date: O m rkj
lJ-I
Jr Lot #: 1,15
Description of work: New Single Family Residence
Historic District: Zoning: Value of Work: $
Permit Type: Building Electrical X Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS AQ Addition/Alteration Change of Service_ Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Wate Closets Plumbing Repair — Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: # of Stories: _L_ # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel # Attach Proof of Ownership & Legal Description)
Owners Name & Address: CentexHomes 385 Douglas Avenue Suite 2000
Altamonte Springs, FL 32714 Phone: 407-661-2150
Contractor Name & Address: Approved Electric Co. of Florida 4874 S. Orange Avenue
Orlando, Florida 32806 State License Number: EC0002494
Phone & Fax: Fax 407-851-1226
Bonding Company:.
Address:
Mortgage Lender:_
Address:_ .
Architect/Engineer:
Address:
Contact Person: John Findlay Phone: 407-851-1220
Phone:
Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a
permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for
ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN 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 requiremen
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID
FS 71
ign—al—ure of-ebTEractor/Agent
PATRICIA A. KA)DLF,r'
Charles W. Cannon 4 :RttYCDP:1t.?tS3iri'v',. i<?701 2fG
Print Contractor/Agent's Name e EXPIRES: htarc1:23,2005
1-P413 tiOTNRY FL N 0!3.1Y Se: oo & Fcild,19, I1c.
Signature of Notary -State of Florida Date
Contractor/Agent is Personally Known to Me or
Produced ID
APPLICATION APPROVED BY: Bldg: Zoning: Utilities: ' FD:
Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date)
Special Conditi
o iq3
Permit # :_ V q— 2 t v
Job Address: Pa
Description of Work:
Historic District: Zoning:
CITY OF SANFORD PERMIT APPLICATION
Value of Work:
Date: 7 "! — e Z/
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole _
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets %,/ Plumbing Repair — Residential or Commercial _
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #: (Attach Proof of Ownership & Legal Description)
Owners Name & Address: - / f 2/
Contractor Name &Address: L /r/QN ly f^ ff/6 yOSS S / dTGI
State Li nse Number: Ci Fe l q2 (p 2y8'
pG p s pPhone &Fax: yr 7 O 7 Z,3S p / Ontact Person: Phone: yd% YO -`8
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer: Phone:
Address: Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN 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" requii nts of Florida Lien S 713.
Signature of Owner/Agent Date Si ture of Contractor/Agent Date
Print Owner/Agent's Name
An
ctor/Agent's N e
Signature of Notary -State of Florida Date o gtaryJS Dat ,
MY COMMISSION # DD 164280
EXPIRES: November 12, 2006
rFo o2`OP Bonded Budget Notary Services
Owner/Agent is _ Personally Known to Me or Contractor5 gent r Personally Known to Me or
Produced ID Produced ID
APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD:
Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date)
Special Conditions:
f' l
PLOT PLAN
DESCRIPTION: (AS FURNISHED)
LOT 193, PRESERVE AT LAKE MONROE
AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
LOT 181 1
LOT 180
72.73, f
N5423'11"wDR_AIN_AGE__&_ UTILITY
1 EASEMENT
j LOT 193GRAPHICSOCALE
0 15 30io
I
DRAINAGE TYPE A
Aylz1
D 11 I1
10.4' 40.0', 13.3'
i
1 I1
N 1
ml
40.00' LUIh
LOT 192
O s J m iml
PROPOSED
1928-B
w
io
P -P , j o FINISHED FLOOR o o fl CV
IMPERVIOUS CALCULATIONS (LOT ONLY)
1
i
ELEVATION=14.70 o o
0 0
LOT 193 CONTAINS 7208 SQUARE FEET t (LOT ONLY) i U 2 N
THIS STRUCTURE CONTAINS 2381 SQUARE FEET t 0 Iz Z
IQ
TOTAL CONCRETE 496 (WITHIN LOT ONLY) SQ. FT. t
TOTAL SOD 4331 SQ. FT. t
1
i COVERED
1_
PERCENT OF CONCRETE & STRUCTURE TO LOT 40% t i ENTRY5F4'
COIIARF FnnTAl:F /IIP Tn n1DD1
LOT 193 UP TO CURB CONTAINS 7684 SQUARE FEET f
THIS STRUCTURE CONTAINS 2381 SQUARE FEET t
CONCRETE 805 SO. FT, f INCLUDING (SIDEWALK/APRON)
TOTAL SOD 4498 SO. FT. t
13.3' '
1 1
EAUTILITYMET-
p
LOT 179
LOT 194
1Q A--1O'11'35"
L=44.48'
R=250.00'
CB=S62'06'27"E
C=44.42'
PROPOSED
Q_NLEi d
89
aglp" mI R=2S60*4mjCB=560'4T43"E
Q z55
CB-S7%PT
Sly
g6g6 A=35'3713'
C L=139.88'
R=225.00'
C13=S72'11'47"E
Df
O ,WP
C=137.64'
eG G GN WILLOWBAY RIDGE STREET
v" 50' RIGHT-OF-WAY
BUILDING SETBACKS
FRONT: 25'
REAR: 20'
SIDE: 5'
CORNER: 15' LEGEND
PREPARED FOR:
CENTEX HOMES
1. ELEVATIONS SHOWN ARE PER LOT GRADING
PLANS PROVIDED BY THE CLIENT.
THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES
ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF
THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION
LIST FOR CONSTRUCTION.
ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA
FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES
ONLY.
THIS IS NOT A SURVEY
THIS IS A PLOT PLAN ONLY
I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL
NO 120294 0035 E DATED 4/17/95 AND FOUND
THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X,
AREA OUTSIDE 100 YEAR FLOOD PLAIN.
THE SURVEYOR MAKES NO GUARANTEES AS TO THE
ABOVE INFORMATION. PLEASE CONTACT THE LOCAL
F.E.M.A. AGENT FOR VERIFICATION.
BEARINGS SHOWN HEREON ARE BASED ON
THE NORTHWESTERLY LINE OF LOT 193
BEING N 35'36'49" E PER PLAT.
FIELD DATE:)
REVISED:
SCALE: 1" = 30 FEET
APPROVED BY: SJ
JOB NO. ASM39802
PLOT PLAN 4/30/04 SDO
DRAWN BY: - LOT FIT 12-31-02 CKB
BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH
POB POINT ON BOUNDARY
CENTERLINE- PCC POINT OF COMPOUND CURVATURE .
RIGHT OF WAY LINE POC POINT ON CURVE
X PROPOSED ELEVATION
OR OFFICIAL RECORD
PD PLANNED DEVELOPMENT
PROPOSED DRAINAGE FLOW A DENOTES DELTA ANGLE
L DENOTES ARC LENGTH
CONCRETE C.B. DENOTES CHORD BEARING
LB LAND SURVEYING BUSINESS PC DENOTES POINT OF CURVATURE - -
LS LAND SURVEYOR '
PI DENOTES POINT OF INTERSECTION - -
PRM PERMANENT REFERENCE MONUMENT
PRC -DENOTES POINT OF REVERSE CURVATURE
PT DENOTES POINT OF TANGENCY -
PCP PERMANENT CONTROL POINT TYP TYPICAL
P) PER PLAT A/C 'AIR CONDITIONER -
M) MEASURED CBW CONCRETE BLOCK WALL
FND FOUND RP RADIUS POINT -
C/W CONCRETE WALK CS CONCRETE SLAB -
S/W SIDEWALK C CHORD LENGTH
C
PB
CONCRETE PAD -
PLAT BOOK SO. FT. SQUARE FEET
R RADIUS NG NATURAL GRADE -
PGS PAGES
R/W RIGHT-OF-WAY
1. THE SURVEYOR HAS NOT ABSTRACTED THE
LAND SHOWN HEREON FOR EASEMENTS, RIGHT I
OF WAY, RESTRICTIONS OF RECORD WHICH I1
MAY AFFECT THE 'TITLE ;OR USE OF THE LAND .E
2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN
LOCATED EXCEPT AS SHOWN.
3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL I
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER.
D41AAnAn
WINTER PARK, FLORIDA
32789 , (407) 426-7979
FOR
JM THE
FlRA
MU ATELL JR._ PSM#4 8 DAT1
FORM.60OA-2001
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: 1928 LMR 1q 3 Builder: CENTEX HOMES
Address: 9 WILLOWBAY RIDGE STREET Permitting Office: CITY OF SANFORD
City, State: LAKE MONROE, FL Permit Number: 011/ -d 3 I r
Owner: CENTEX HOMES Jurisdiction Number: 691500
Climate Zone: Central
1. New construction or existing New _ 12. Cooling systems
2. Single family or multi -family Single family _ a. Central Unit
3. Number of units, if multi -family 1 _
4. Number of Bedrooms 4 _ b. N/A
5. Is this a worst case? Yes _
6. Conditioned floor area (112) 1928 ft2 c_ N/A
7. Glass area & type
a. Clear - single pane 210.0 ftz _ 13. Heating systems
b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump
c. Tint/other SHGC - single pane 0.0 ft2 _
d. Tint/other SHGC - double pane 0.0 ft2 b_ N/A
8. Floor types
a. Slab -On -Grade Edge Insulation R=0.0, 198.0(p) ft _ c. N/A
b. N/A
c. N/A 14. Hot water systems
9. Wall types a. Electric Resistance
a. Concrete, Int hisul, Exterior R=4.1, 1058.0 ft2 _
b. Frame, Wood, Adjacent R=11.0, 278.0 112 _ b. N/A
c. N/A
d. N/A c. Conservation credits
e. N/A HR-Heat recovery, Solar
10. Ceiling types DHP-Dedicated heat pump)
a. Under Attic R=19.0, 1964.0 ft2 _ 15. HVAC credits
b. N/A CF-Ceiling fan, CV -Cross ventilation,
c. N/A HF-Whole house fan,
11. Ducts PT -Programmable Thermostat,
a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling,
b. N/A MZ-H-Multizone heating)
Glass/Floor Area: 0.11 Total as -built points: 27478 PASSTotalbasepoints: 29112
I hereby certify that the plans and specifications covered
by this calculation are in compliance with the Florida
Energy Code.
PREPARED BY: try 1Q
DATE: I MAY 0 5 2004
I hereby certify that this building, as des' ned, is in
compliance with the Florida Energ de.
OWNER/AGENT:
DATE: MAY 0 5 nu
Cap: 37.0 kBtu/hr
SEER: 12.00
Cap: 37.0 kBtu/hr _
HSPF: 8.35
Cap: 50.0 gallons _
EF: 0.86
PT;
Review of the plans and -VILE ST
specifications covered by this 04 = 9TF
calculation indicates compliance
with the Florida Energy Code.
Before construction is completed
this building will be inspected for
compliance with Section 553.908 llc g'S
Florida Statutes. S h
BUILDING OFFICIAk-a4 M':s: <; , _
DATE:
EnergyGauge® (Version: FLRCSB v3.2)
FORM `600A-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
GLASS TYPES
18 X Conditioned X BSPM = Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points
18 1928.0 25.78 8946.7 Single, Clear S 1.0 6.0 32.0 44.66 0.94 1349.1
Single, Clear W 1.0 9.5 32.0 53.47 0.99 1701.0
Single, Clear S 1.0 4.0 10.0 44.66 0.87 387.8
Single, Clear E 1.0 6.0 32.0 59.31 0.97 1838.6
Single, Clear E 1.0 8.0 40.0 59.31 0.99 2344.3
Single, Clear E 1.0 6.0 32.0 59.31 0.97 1838.6
Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8
Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8
As -Built Total: 210.0 10331.1
WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points
Adjacent 278.0 0.70 194.6 Concrete, Int Insul, Exterior 4.1 1058.0 1.18 1248.4
Exterior 1058.0 1.90 2010.2 Frame, Wood, Adjacent 11.0 278.0 0.70 194.6
Base Total: 1336.0 2204.8 As -Built Total: 1336.0 1443.0
DOOR TYPES Area X BSPM Points Type Area X SPM = Points
Adjacent 18.0 1.60 28.8 Exterior Wood 20.0 7.20 144.0
Exterior 20.0 4.80 96.0 Adjacent Wood 18.0 2.40 43.2
Base Total: 38.0 124.8 As -Built Total: 38.0 187.2
CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points
Under Attic 1916.0 2.13 4081.1 Under Attic 19.0 1964.0 2.82 X 1.00 5538.5
Base Total: 1916.0 4081.1 As -Built Total: 1964.0 5538.5
FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points
Slab 198.0(p) 31.8 6296.4 Slab -On -Grade Edge Insulation 0.0 198.0(p -31.90 6316.2
Raised 0.0 0.00 0.0
Base Total: 6296.4 As -Built Total: 198.0 6316.2
INFILTRATION Area X BSPM Points Area X SPM = Points
1928.0 14.31 27589.7 1928.0 14.31 27589.7
EnergyGaugeO DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2
FORM 60OA-2001
Residential Whole Building Performance Method A - Details
ADDRESS: T , , PERMIT #:
BASE AS -BUILT
Summer Base Points: 36650.7 Summer As -Built Points: 38773.3
Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
DM x DSM x AHU)
38773.3 1.000 1.087 x 1.150 x 1.00) 0.284 0.950 13084.5
36650.7 0.4266 15635.2 38773.3 1.00 1.250 0.284 0.950 13084.5
EnergyGaugeT'" DCA Form 600A-2001 EnergyGaugeWlaRES'2001 FLRCSB v3.2
FORM 60OA-2001
INTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUNT
GLASS TYPES
18 X Conditioned X BWPM = Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point
18 1928.0 5.86 2033.7 Single, Clear S 1.0 6.0 32.0 7.73 1.01 249.4
Single, Clear W 1.0 9.5 32.0 10.74 1.00 343.5
Single, Clear S 1.0 4.0 10.0 7.73 1.05 81.2
Single, Clear E 1.0 6.0 32.0 9.96 1.01 321.6
Single, Clear E 1.0 8.0 40.0 9.96 1.01 400.7
Single, Clear E 1.0 6.0 32.0 9.96 1.01 321.6
Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7
Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7
As -Built Total: 210.0 2111.5
WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points
Adjacent 278.0 1.80 500.4 Concrete, Int Insul, Exterior 4.1 1058.0 3.31 3496.7
Exterior 1058.0 2.00 2116.0 Frame, Wood, Adjacent 11.0 278.0 1.80 500.4
Base Total: 1336.0 2616.4 As -Built Total: 1336.0 3997.1
DOOR TYPES Area X BWPM Points Type Area X WPM = Points
Adjacent 18.0 4.00 72.0 Exterior Wood 20.0 7.60 152.0
Exterior 20.0 5.10 102.0 Adjacent Wood 18.0 5.90 106.2
Base Total: 38.0 174.0 As -Built Total: 38.0 258.2
CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points
Under Attic 1916.0 0.64 1226.2 Under Attic 19.0 1964.0 0.87 X 1.00 1708.7
Base Total: 1916.0 1226.2 As -Built Total: 1964.0 1708.7
FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points
Slab 198.0(p) 1.9 376.2 Slab -On -Grade Edge Insulation 0.0 198.0(p 2.50 495.0
Raised 0.0 0.00 0.0
Base Total: 376.2 As -Built Total: 198.0 495.0
INFILTRATION Area X BWPM Points Area X WPM = Points
1928.0 0.28 539.8 1928.0 -0.28 539.8
EnergyGauge® DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2
FORM 60OA-2001
INTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS:,,, PERMIT #:
BASE AS -BUILT
Winter Base Points: 5134.3 Winter As -Built Points: 8030.6
Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
DM x DSM x AHU)
8030.6 1.000 1.078 x 1.160 x 1.00) 0.409 0.950 3899.4
5134.3 0.6274 3221.2 8030.6 1.00 1.250 0.409 0.950 3899.4
EnergyGaugelm DCA Form 600A-2001 EnergyGauge@/F1aRES'2001 FLRCSB v3.2
Pi
FORM -60OA-2001
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
WATER HEATING
Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total
Bedrooms Volume Bedrooms Ratio Multiplier
4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5
As -Built Total: 10494.5
CODE COMPLIANCE STATUS
BASE AS -BUILT
Cooling + Heating +
Points Points
Hot Water
Points
Total
Points
Cooling
Points
Heating + Hot Water = Total
Points Points Points
15635 3221 10256 29112 13085 3899 10495 27478
EnergyGaugelll DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2
FORM SOOA-2001
Code .Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK
Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area.
Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall;
foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility
penetrations; between wall panels & top/bottom plates; between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends
from and is sealed to the foundation to the top plate.
Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" 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 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases,
soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate;
attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is
installed that is sealed at the perimeter, at penetrations and seams.
Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a
sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from
conditioned space, tested.
Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors.
Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA,
have combustion air.
6A-22 OTHFR PRESCRIPTIVE MEASURES (must hP mpt nr PYcpprtprt by all rPsidPnr_Ps 1
COMPONENTS SECTION REQUIREMENTS CHECK
Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit
breaker electric or cutoff as must be provided. External or built-in heat trap required.
Swimming Pools & Spas 612.1 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%.
Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG.
Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically
attached, sealed, insulated, and installed in accordance with the criteria of Section 610.
Ducts in unconditioned attics: R-6 min. insulation.
HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system.
Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides.
Common ceiling & floors R-11.
EnergyGaugeT"" DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2
ENERGY PERFORMANCE LEVEL (EPL).
DI PLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 84.4
The higher the score, the more efficient the home.
1. New construction or existing New _ 12. Cooling systems
2. Single family or multi -family Single family _ a. Central Unit Cap: 37.0 kBtu/hr _
3. Number of units, if multi -family 1 _ SEER: 12.00 _
4. Number of Bedrooms 4 _ b. N/A
5. Is this a worst case? Yes
6. Conditioned floor area (ftZ) 1928 ftZ c. N/A
7. Glass area & type
a. Clear - single pane' 210.0 ft' _ 13- Heating systems
b. Clear - double pane 0.0 ftZ _ a. Electric Heat Pump Cap: 37.0 kBtu/hr _
c. Tint/other SHGC - single pane 0.0 ftZ _ HSPF- 8.35
d. Tint/other SHGC - double pane 0.0 ftZ b. N/A
8. Floor types
a. Slab -On -Grade Edge Insulation R=0.0, 198.0(p) ft _ c. N/A
b. N/A
c. N/A 14. Hot water systems
9. Wall types a. Electric Resistance Cap: 50.0 gallons
a. Concrete, Int hisul, Exterior R=4.1, 1058.0 ftZ _ EF: 0.86 _
b. Frame, Wood, Adjacent R=11-0, 278.0 ftZ _ b. N/A
c. N/A
d. N/A c_ Conservation credits
e. N/A HR-Heat recovery, Solar
10. Ceiling types DHP-Dedicated heat pump)
a. Under Attic R=19.0, 1964.0 ftZ _ 15. HVAC credits PT, _
b. N/A CF-Ceiling fan, CV -Cross ventilation,
c. N/A HF-Whole house fan,
11- Ducts PT -Programmable Thermostat,
a. Sup: Unc. Ret: Unc. AH: Garage Sup- R=6.0, 1.0 ft _ RB-Attic radiant barrier,
b. N/A MZ-C-Multizone cooling,
MZ-H-Multizone heating)
I certify that this home has complied with the Florida Energy Efficiency Code For Building
Construction through the above energy saving features which will be installed (or exceeded) o4ZHE Sr
in this home before final inspection. Otherwise, a new EPL Display Card will be completed ti ,_ ; , O
based on installed Code compliant features. '=_ ,.` c
Builder Signature: < Date: MAY 0 5 2004
tr
Address of New Home: WILLOWBAY RIDGE S'ity/FLZip: LAKE MONROE/32747 \Q,ODn_p
NOTE: The home's estimated energy performance score is only available through the FLARES computer program.
This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPADOE EnergyStarTwdesignation),
your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating.
Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www-ftec.ucf edu for
information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction,
contact the Department of Community Affairs at 8501487-1824.
EnergyGauge® (Version: FLRCSB v3.2)
03/26/2003 10:21 DEL AIR 4 4076614089 N0.347 P014
RIGHT-1 LOAD AND EQUIPMENT SUMMARY
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: 1928 09-0"2
log COMMERCE STRVET, LAKE MARY, FL 32746-62M Phone! (4(M 831-2M
For. CENTEX HOMES
Notes:
Mil-M o
Weather Orlando AP, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 38 OF Outside db 93 OF
Inside db 70 OF Inside db 75 OF
Design TD 32 OF Design TD 18 OF
Daily range M
Relative humidity 50
Moisture difference 43 grAb
Heating Summary
Building heat loss 32751 Btuh
Ventilation air 0 cfm
Ventilation air loss 0 Btuh
Design heat load 32751 Btuh
Infiltration
Method Simplified
Construction quality Average
Fireplaces 0
Heating Cooling
Area (ftz) 1928 1928
Volume (M 15424 15424
Air changes/hour 0.80 0.40
Equiv_ AVF (cfm) 206 103
Heating Equipment Summary
Make TRANE
Trade
Efficiency
Heating input
Heating output
Heating temp rise
Actual heating fan
Heating air flow factor
Space thermostat
7.7 HSPF
0 Btuh @ 47°F
0 OF
1200 cfm
0.037 cf rJBtuh
Sensible Cooling Equipment Load Sizing
Structure 24036 Btuh
Ventilation 990 Btuh
Design temperature swing 3.0 OF
Use mfg. data n
Ratelswing multiplier 0.98
Total sees, equip. load 24525 Btuh
Latent Cooling Equipment Load Sizing
Internal gains 1380 Btuh
Ventilation 1474 Btuh
Infiltration 3032 Btuh
Total latent equip. load 5887 Btuh
Total equipment load 30412 Btuh
Req_ total capacity at 0.70% SHR 2.9 ton
Cooling Equipment Summary
Make TRANE
Trade
Efficiency 12.1 EER
Sensible cooling 244780
Latent cooling BBttuuh
Total cooling 36400 Btuh
Actual cooling fan 1200 cfm
Cooling air flow factor 0A50 do Btuh
Load sensible heat ratio 81 %
BWdrMrjc values nave been maiway o &Wdean
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
Wnghtso it ftht-Suitc ReWemwl5.5.06RSR26013 2003Mar-2609-11.06
q E-T4.T..1 c2002%19M19MM
Page l
03/26/2003 10:21 DEL AIR 3 4076614089 N0.347 9015
RIGHT-J CALCULATION PROCEDURES A, B, C, D
Entire House
DEL AIR HEATING,AIR CONDITIONINGA Job.1928 09-OU2
109 COMMERCE STREET, LAKE MARY, FL 32I46-6206 Phme:.(407) 831-2665
Procedure A - Winter Infiltration HTM Calculation*
1 _ Winter infiltration AVF
0.80 ach x 15424 fV x 0.0167 = 206 cfm
2. Winter infiltration load
1.1 x206 cfm x 32 OF Winter TD = 7239 Btuh
3. Winter infiltration HTM
7239 Btuh / 248 ft2 Total window = 29.2 Btuh/W
and door area
Procedure B - Summer Infiltration HTM Calculation
I- Summer infiltration AVF
0.40 ach x 15424 ffa x 0.0167 = 103 cfm
2. Summer infiltration load
1.1 x 103 cfm x 18 of Summer TD = 2036 Btuh
3. Summer infiltration HTM
2036 Btuh / 248 fV Total window = 82 Btuh/fV
and door area
Procedure C - Latent Infiltration Gain
0.68 x43 grub moist.diff- x 103 cfm = 3032 Btuh
Procedure D - Equipment Sizing Loads
1. Sensible sizing load
Sensible ventilation load
1.1 x W cfm vent x 18 OF Summer TD = 990 Btuh
Sensible load for structure (Line 19) + 24036 Btuh
Sum of ventilation and structure loads - 25026 Btuh
Rating and temperature swing multiplier x 0.98
Equipment sizing load -sensible = 24525 Btuh
2. Latent sizing load
Latent ventilation load
0.68 x 50 cfm vent x 43 gdlb moist.diff. = 1474 Btuh
Internal loads = 230 Btuh x 6 people + 1380 Btuh
Infiltration load from Procedure C + 3032 Stuh
Equipment sizing load - latent = 5887 Btuh
Construction Quality is: a No. of Fireplaces is: 0
eardrgalk sluts nave been manwAY ower wd-
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
1Nng l it . Rigit-Suf a Resi ien ie!"' 5,5.06 RSR26013 200344ar,26 09:11.W
ice. ill E.711. Cem.2002UM19M. Page 1
03/26/2003 10:21 DEL AIR 4 4076614089 NO.347 9016
RIGHT-D WORKSHEET
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job:1923 09-0"2
109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phase: (407) 831-2685
J: 7th Ed.
1 Name of room Entire House FOYILN1DIN BR4 KIT
2j4MANUALLengthofexposed wall 198.0 R 42-0 1130.0 ft 11.0 8
3 Room dimensions 19.0 x 20.0 ft 13.0 x 14.0 It 19-0 X 11.0 ft
Ceiings Condlt Option 8.0 ftj heavwd d 8.0 ftl lieavcool 8.0 ft heaticool 8.0 ftl heat/cool
TYPE OF M HTM Area Load (Stuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh)
EXPOSURE NO, Htg Clg Az) Htg Gg ft3 Htg CIg 22) Htg CIg 00 Htg Cig
5 Gross a 14B 4,6 2.1 1288 208 240 88
D 12C 29 1.9 0 0 0 0
wallsesland c 13C 32 12 296 128 0 0
partitions d 0-0 0.0 0 0 0 0
e 0.0 0.0 0 0 0^' 0
6 Windows and a 1 C 37.0 170 6283 32 1183 32 1183 10 370
glass doors D 8C 37.0 40 1470 0 0 0 0 0 0
Heating c 90 38,7 0 0 0 0 0 0 0 0
d 1C 37.0 0 0 0 0 0 0 0
e 7L 20.8 a 0 0 0 0 0 0 0
f 0.0 0 0 0 0 0 0 0 0
7 Windows and Nord, 20.4 18 363 4 82 0 0 2 43
glass doors NEINW 39.4 84 2522 0 0 32 1201 0 0
Cooling EfW 0.0 0 0 0 0 0- 0 0 0
SE/SW 47A 128 6077 28 1326 0 0 8 374
South 0.0 0 0 0 0 0 0 0 0
HOrL 0.0 0 0 0 0 0 0 0 0
8 Other doors a IUD 14.7 9.9 20 294 100 20 294 199 0 0 0 0 0 0
b 100 14.7 9.9 18 205 179 0 0 0 0 0 0 0 0 0
c 0-0 0.0 0 a 0 0 0 0 0 0 0 0 01 0
9 Net a 14B 4.0 2.1 1058 4875 2179 1$6 719 321 208 966 428 78 259 161
exposed D 12C 2.9 1,9 0 0 0 0 0 0 0 0 0 0 0 0
wa8s and c 13C 3.2 1.2 278 876 25 128 403 150 0 0 0 0 0 0
padifons d 0.0 0-0 0 0 0 0 0 0 0 0 0 0 0 0
e 0.0 0-0 0 0 0 0 0 0 0 0 0 0 0 0
f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
10 Ceilings a 16D 1.7 2.2 1964 3331 4372 428 720 953 182 309 405 209 354 465
b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
s 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
f 0,0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
11 Floors a 22A 25-9 0.0 198 5132 0 42 1089 0 30 778 0 11 285 0
Note; morn b 19G 1.1 0-0 0 0 0 0 0 0 0 0 0 0 0 0
perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
is displ, d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
12 Inf9traGon a 29.2 8.2 2481 7239 20361 52 1518 427 32 034 2631 10 292 82
13 subtotal foss=648.411•12 29774 5932 4162 1661
Len external heating 0 0 0 0
Lass transfer 0 0 0 0
Heallrlg redistribution 0 0 0 0
14 Duct loss 101A 2977 10 ° 593 10 416 10 166
15 Tom[ Ions = 13+14 32751 0525 4578 1827
16 Int. gains: People ® 300 6 1800 1 300 0 0 0 0
Ap 1200 2 1800 0- 0 0 0 1 1200
17 SubtotRSHgain=7 5..12416 218$1 3757 2357 2325
Less extemal ooQGng 0 0 0
0
Less transfer 0 0 0
Coding redigt&Aon 00 0 0
18 Dud 10° 2145 10 376 109 236 10'A 233
19 Total RSH gain=(17+18)-PLF 1.00 24036 1.00 4133 1.00 2593 1,10 2558
20 Air required (pm) I -"' 1 1200 1200 239 206 168 129 8T 128
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
ws-gt ,t>CsoR ff4tSWtc ResidenW-5SA6 RSR26013 2003Mar28 0Q:11.08
Pagel
03/26/2003 10:21 DEL AIR 4 4076614089 NO.347 D017
RIGHT^J WORKSHEET
Entire House
DEL AIR HEATING,AIR CONDITIONING,R
109 COMMERCE STREET. LAKE MARY, FL 3274882W Phone: (407) 631-2655
Job:1928 09-06-02
MANUAL J; 7th Ed.
1 Name of room GREAT RM WIC MBR STHS 2
j4Length of exposed wall 34.0 R 0.0 ft 35.0 R 0.0 ft 3
Room dimensions 19.0 X 16.0 ft 8.0 X 9.0 It 15.0 x 14.0 R 6.0 x 11.0 ft Ceiings
Condit. Option 8.0 R heaUcao) 8.0 fti heat(cool 8.0 ft heatfcool 8,0 ft heaticool TYPE
OF CST HTM Area Load (Both) Area Load (Muh) Area Load (6tuh) Area Load (Bt h) EXPOSURE
NO. Ht® I Clg fo Htg Clg n Htg I Clg ft') Hig C19 n HIS I Clg 5
Gross a 14B 4.6 2.1 272 0 260 0 Exposed
b 12C 2.9 1.9 0 0 0 0 walls
and c 13C 3.2 1.2 0 0 partitions
d 0.0 0.0 0 o e
0.0 0.0 0 0 0 6
Windows and a 1C 37.0 32 1183 0 0 32 1183 0 0 glens
doors b 8G 37.0 40 1478 0 0 0 0 0 0 Heating
c 9C 38.7 0 0 0 0 0 0 0 0 d
1C 37.0 0 0 0 0 0 0 0 0 e
7L 20.8 0 0 0 0 0 0 0 0 f
0.0 0 0 0 0 0 0 0 0 7
Windows and North 20.4 8 156 0 0 4 62 0 0 glass
doors NE/NW 39.4 0- 0 0 0 0 0 0 0 ENV
E0.0 0 0 0 0 0 0 0 0 Se/
SW 47.4 64 3051 0 0 28 1326 0 0 South
0.0 0 0 0 0 0 0 0 0 Horz
0.0 0 0 0 0 0 0 0 0 8
Other doors a 101) 14.7 9.0 0 0 0 0 0 0 0 0 0 0 0 0 b
10D 14.7 9.9 0 0 0 0 0 0 0 0 0. a 0 0 0.
0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9
Net a 14B 4.6 2.1 200 922 412 0 0 0 244 1143 511 0 0 0 exposed
b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 a 0 0 Walls
and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 partitions
d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e
0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f
0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10
Ceilings a 16D 1.7 22 304 516 677 72 122 160 210 356 467 66 112 147 b
0.0 9.0 0 0 0 0 0 0 0 0 0 0 0 0 c
010 0.0 0 0 0 11 0 0 0 0 0 0 0 0 d
0.0 0.0 0 0 0 p o 0 0 0 0 0 0 a e
0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f
0.0 0,0 0 0 0 0 0 0 0 0 0 0 0 0 11
Floors a 22A 25.0 0.0 34 Sal 0 0 0 0 35 907 0 0 0 0 Note:
room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Wmetef
c 0A 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is (
fispl- d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for
stab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors)
f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12
lratration a 29.2 8.2 72 2102 91 0 0 0 32 234 2W 0 0 0 13
Subtotal loss=6+8.+ll+12 7081 122 4523 112 Less
mmetnai heating 0 0 0 0 Less
transfer 0 0 0 Heating
nedistrlbWon 0 0 0 0 14
Duct loss 10 703 10 12 10 `14 452 1 OOA 11 15
Total loss =13.14 770 134 4975 123 16
At gains: People ® Soo 4 1200 0 0 1 300 0 0 Appl,
Q 1200 0- 0 0 0 0 0 1) 0 17
Subtot RSH gain=7.8_+12+16 6086 160 2949 147 Less
external 000ling 0 0 0 0 Less
transfer 0 0 0 0 Cooling
redistribution 0 p 0 0 18
19
Dud
gain Total
RSH gain=(17.18)'PLF 10
6A 1.
00 609
6605
100A
1.
00 16
176
10
1.
00 295
32"
10
1.
00162 15
20
Air requited (cun) 285 334 102 102 5 a Printout
certified by ACCA to meet all requirements of Manual J 7th Ed. W
rag 1171CsoTt Rgh rSuile ReeldenGal"' S 5.06 RSR26013 2000-Mar-26 09:11:08 ACZA
E1FilesXCsntcx2002119281=jsr Psge2
03/26/2003 10:21 DEL AIR 4 4076614089 N0.347 D019
RIGHT-J WINDOW DATA
DEL AIR HEATING,AIR COINDITIONIING,R Job:1928 09-06-02
109 COMMERCE STREET, LAKE MARY. FL 3274"206 Phase: (407) 831-260
W S D W G L S S O N A S O O W C W S
N K I A L O T H V G N H V V H H N H
D Y R L A W R A H L G C R R G T A A
W L Z E M D G Z L O X Y T M R R
FOY/LIVIDIN
a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 32.0 4"0
BR4
a n nw a c n 0 d 1 1 90 1.0 1.0 4.5 5.0 39.4 32.0 0.0
KIT
a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 3.0 47A 10"0 2.1
GREAT RIB
a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 32.0 4.0
b n se a c n 0 d 1 1 90 1.0 1.0 1.0 7.0 47"4 40"0 3.6
MBR
a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 32.0 4.0
BTH1
BR2
a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39A 16.0 0.0
BTH2
BR3
a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0
LNDRY
t gMtsLi M ReWed1al'm5.5.06RSRM3 2003-1 2609.11.06
F-V& lCerdex 200Z1928N928 rst Pagel
03/26/2003 10:21 DEL AIR 4 4076614089 NO.347 0018
RIGHT-J WORKSHEET
Entire House
DEL AIR HEATING,AIR CONDITIONING,R
109 COMMERCE STREET. LAKE MARY. FL 327464206 Phone: (407) 831-2665
Job; 1929 09.06-02
J: 7th Ed -
Name Name of mom BR2 BTH2 BR3 LNDRY
2j4MANUALLengthofexposed wall 13.0 ft 0.0 ft 25.0 ft 7.0 ft
3 Room dimensions 15.0 x 13.0 ft 6.0 x 8.0 ft 15.0 x 12.0 ft 7.0 x 10.0 ft
Ceings Condit Option 8.0 ft heatfcooi 8.0 ft Mat/coot 8.0 ft I teat/cool 8.0 (t heaticool
TYPE OF C HTM Area Load (BUth) Area Load (Stuh) Area Load (Btuh) AM load (Btuh)
EXPOSURE NO. Htg I C19 M Htg C19 M Ntg I Gg M W9 I cig Hta C19 5
Grass a 14B 4.0 2.1 104 0 96 b
12C 2.9 1.9 0 0 0 walls
a dc 130 3.2 1.2 0 0 112 56 partitions
d 0.0 0.0 0 0 0 0 f
0.0 0_0 a 0 0 6
Windows and a 1C 37.0 16 591 0 0 16 591 0 0 glass
doors b 8C 37.0 0 0 0 0 0 o 0 o Heating
c 9C 3&7 0 0 Q 0 0 a 0 0 d
1C 37.0 0 0 0 0 0 0 0 0 e
7L 20.8 0 a 0 o 0 0 0 0 f
0.0 0 a 0 0 a 0 0 7
Windows and North 20.4 0 0 0 0 0 0 a 0 glass
doors NE/NW 39A 16 630 0 a 16 630 0 a Cooling
ENV 0.0 0 0 0 0 0 0 0 0 SE/
SW 47.4 0 0 0 0 0 0 0"' 0 South
0.0 0 0 0 0 0 0 0 0 Horz
0-00 0 a 0 a 0 0 0 8
Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b
10D 14.7 0.9 0 0 0 0 0 0 0 0 a 18 285 179 c
0.0 0.0 0 0 0 a 0 0 0 0 0 a 0 0 9
Net 8 14B 4.6 2-1 88 406 181 0 0 0 80 369 165 0 0 0 Exposed
b 12C 29 1.9 0 0 0 0 a 0 0 0 0 0 0 0 wails
and c 13C 32 12 0 0 0 0 0 0 112 353 131 38 120 44 partitions
d 0.0 0.0 0 0 0 a 0 0 0 0 0 0 0 0 e
0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f
0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10
Ceilings a 16D 1.7 2.2 195 331 434 48 81 107 180 305 401 70 119 156 b
0.0 0.0 0 0 0 0 0 0 0 0 o a 0 a c
0.0 0.0 0 0 0 0 0 0 o a 0 0 0 0 d
0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e
0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 a f
1 0.0 0.0 0 0 0 0 a 0 0 0 0 0 0 0 11
Floors a 22A 25.9 0.0 13 337 0 a 0 0 26 674 0 7 181 0 Note:
room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter
c 0.0 0.0 0 0 0 o 0 0 0 0 0 0 0 0 is
displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for
slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 flo)
rs) f 0.0 0.0 0 0 0 0 0 a 0 0 a 0 0 a 12
Infiltration a I 292 82 16 467i 131 0 0 0 1s 467 1311 18 25 148 13
Subtatal bss=6+8. +11+12 2132 81 2759 1210 Less
aA mal headng 0 0 0 0 Less
transfer 0 0 0 0 FlWfing
fedistrnbuUon o 0 0 0 14
Duct Ioss 10 213 10 8 101' 276 10 121 15
Total Ions =13+14 2345 90 30351- 1331 16
Int gains: People 0_ Wo 0 0 0 a 0 a 0 a Appl.
@ 1200 0 0 0 0 0- 0 1- 600 17
Sum RSH gain=7+8_+12+16 1377 107 1458 1127 Less
external cooing 0 0 0 0 Less
Umd- o 0 o 0 Cooling
redistribution 0 0 0 0 18
DuGtgam 1o' 138 10 11 10 140 10 113 19
Total ftSN gain=(17+18) PLF 1.00 1516 1.aa 11S 1.00 1604 1.00 1240 20
Air required (dim) 86 76 3 6 111 80 49 a2 Printout
certified by ACCA to meet all requirements of Manual J 7th Ed. wr7g!
17tspiZ fthi-Suite Resldenfidm 5.5.06 RSR2e013 20034M8P-26 09:11:08 AOCK
EAFilaa1Centex 2002%1928t1928.rsr Page 3
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REDOIIO.IOR /HC SURODN7 OR STRUL'NK ANO W AOCORONKC TALL 30 G
DALW. SR0. U-&AS WO SUOC 901i WIM CUMCNT MxtD1I10 OOOCS IOIC TMC 1d,0a UTILD OM oAgIN, pluwl yrt ACwm N WIC W A 2-
I-1-1 PATiLI1N C, two u. mLt LOOP( 014,40 T1SS ORAWINO. M WTM A RASILO rCAL IoaaeCl PART NO,: - 1-7/e•
ON eOrroW sEtTroEl, oNiL-w oN WLAT INTO vcRncAL A acnOW/ LTC/.). EMI
U-Wl ATTACHM YRACAL ONC rgRtt: U.w,. Sat.d 00-4. 712 waRN( SL S:(E IL00 T eii ;ifLCAOG`'
710K T"`= Ua ON `"""„ ° IDEAL Cintlnno OH 45202 Y C WAY a. TOLERANCES ... Td.SIJ-AI-IeW or Dook ° °OiMOW' """ "10 "'
OE "01 SLAlmOceWSL Pa NA I-JI} /2-3SI9 0 - k03 SECTION A_ eSIM VICMT
T .INrWe n. rla.
P.wI. w DESCRIPTION: MODEL 8R5T w4 18-0 x 0-0: 2t/••24,5 DESIGN LOAD uw -w. ANn r-.
0 r o00 . t,00s OWO.'D IJ w oALv, sTsaeo7TOWeP.cxn. / 0000 - t.001 DRAWN BY: 8MM DATE: 4/18/00 SCALE: NT9 j ATrACX(D 'MM (
1) I I a3/]' 3HCCT MCIAL CTAM'S. / . Y.Ar .A.xN.y uwrMw^. ALVWNUW CCMU N / / %l(
D.gna ' t 1 2 CHECKED BY: HVlW DATE: 4/18/00 SHEET 1 OF I SIZE A NNrL WCAMEASTRIr, % / ThIra
MqH + - UnW. stead
OIN.Mw
Pro)wtion DwCNs*HzARENNCNrs, DWG. NO.: 102138 REV, NO, t
AQOF OFF SICNAn= Themro—Tru In —Swing Door Wood %roOMos System
MAY1IUM fri+F All NOMINAIS Single up to 5'4 x e'0 w/wo sidedt,s
Double up to 8'4 x 8'0 w/wo sidoA!es -
1rc R1F CONFTrYtRATIONSi X, OX. X0, OXO,XX, OxxO
CENFRAI DESCRIPTION' The hood and side jambs are Dngetioint pine
measuring a min. 4-9/16' with a 'i/2' robbeted stop.
3/16• TAPCON
TYPE ANCHOR
DRYWALL1/2•
a 2 FVtFUND
4...
t3;t.• MASONRY UIIA —
2X KICK•
8 x 2-1/2' y •—
PFTt Ws
olure
6 Tp 2Y SUB -BUCK
1/2D1fTWALL 2X
hCK JHTERtOR
I x 2 FIRRINO QF$
ICN PRESSURE RATING. Single
Positive.67.0 PSF Negative 67.0 PSF Single
with Sidelites Positive 60.0 PSF Negative 60.0 PSF Double
w/wo Sidelites Positive 47.0, PSF Negative 47.0 PSF MAX
is' O.C. 1/2. ORY&ALL 1
x 2 FlRRWO MASONRY
UNT" is
3/
16 WIfS.. eat. 2) L HEAD .
iwB ro
tx sue -suck 3/
16' TAPCON TYPE
ANCHOR ELCO
TAPCON 01' EOUAL 1/
2• DRYWALL 1X
Kl1CK INTEMOR
e7_
7 1
x 2 FlRRA i N
y J 2J3
l9. SHEAR RATING) Is-
TAPCON See
Igte •N 6
x 2-1/2' t J PFH
WS I j
J
A •'.•-
N Y •
Zv
Ea'
ff'81g? 1
J/
16• TAPCON 3
MAX. S r
TYPE
Se'
ANCHOR
SHIM
SPACE vFRI1G1
SIDE ,14M8 MIN.
w
t
SLAM
j
i0 IX SU8-BUCK t
rs terl OraND1F. 1. This system has been evaluated for use in locations adhering to We Florida 8uildinq Cods r Z
VER1)bY1 SIDE ,IAMB and whore pressure requirements w determined by ASCE 7 Minimum Design !.sods For Buildings TO ?
X SU8- I
I/.• WL DALand Other Structures do not exceed the design pressure ratings listed herein. 2.
For installations where the sub -buck is less than 1-1/2' (FBC section 1707.4.4 Anchorage Methods and
sub -sections 1707.4.4.1 and 1707.4.4.2) Tapaon type concrete anchors must be used and the length
must be such that a minimum 1-t/4' ongagenent of the Topcon into the masonry wall is obtained. O
n I
N
e
r
8 ytz•
m t`
a4v. v.
J
0
W W
NW 0
v
O 3 i
Z U
N 2
Q2 BUILDINO
ONSUI.
TANTS, INK 813.
684.3tu 1 DATE:
4/J/02 SCALE.•
N.T.S. DWG,
BY: W.L.N. CHK.
BY: R.W. DRAWING
NO.: . T-
02201 SHEET
I or 1
MOOEL DESIGNATION: Thermo-Tru Out -Swing Door Wood Fromes System•;c,SI.N PRESSURE RATING:
vIMLIM (T,RAL NOMINAL SIZE; Single up to 5'4 x 8'0 w/ro sidd'tes
3 NUt O.C.
Single. Positive 67.0 PSF Negative 67.0 PiF W
Double up to 8'4 x 8.0 r/wo aidelitea r •a •• Single with Sidelites Positive 60.0 PSF Negative 60.0 Pir N
ONnWRAnONS: X. O%. X0. OXO. XX. OxxO )
ouble w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF c0
In—
a,
GEhGA4 DESCRIPTION: The hood and side jambs cm Mserjoint pine Q
measuring a min. 4-9/16' with a 1/2' robbeted $top. zQ
d MASONRY LINTEL •-r lyj
3/16TAPCON - I x 1 f7RRINO [=[I W "per rrPE
ANCHOR J' MA)( 18' O.C. 1- O j S MASONRY
UTEL Nr• DRnALL
3 % ci 1
x 2 FIRRINC I.., CO j-•1.
5'-r r DRIWALL .. N •, ,., , '.'.,'' 2
3/
16
14PCON F r .
t =
L
TYK
ANCHOR IX BUC<
3/ 16'
TAPCON H ra N n TYPE ANCHOR •
y ' ' . y , . ,. : W 25' MAX. o $ 2 'n rs SHIM
SPACE• I .N u6 SGB JtffE81Q8
51 • r.' ;N :
g 3/
16'
TAPCON J 2.25'
In u nL £ s
N ' • ' TYPE
ANCHOR - li 2 ao ,
sr. 7IHEAD ..
NAB ui C I' ice.• k C i==• `., •. TO
iX SUB -BUCK a o N PFH
Is5
I o n f p
MASONRY
CONCRETE
25'
MAX. .•:
c.;. J N 10. Jh O
UB-
B • ti .., SHIM SPACEED
It- 1.25' NII r. 7 L119.
7r 1
li
MIN. •y o EMS, - 'O ". •,
r;. 8 .•
Z W
J/18'
TAPCON TYPE ANCHOR
O LLELCO TAPCON
OREQUALAHNI.13'
TYPE ANC 235 LB. SHEAR FAnNG) O 25' MAX.
N n p8 SHIM
SPACE'
j'ia' .. -
I r:: •1 ' r• N •'•• viz
h •' a
3 INTERIOR f -
x
2 .15' MIN Z PFH%8
W$ '
S`
T. C-SFW 1 1 xL PRRINC Q IR . •. DRYWALL
i :.` vERncAL
SIDE JWB 1X SUCK ro tx
suB-BucX suaborc oHsuuAxrs,
u+
c r _ M , ._.,:
JNTE8lQ81 x
2 PIRPJNG 1, This system has been evaluated for use in loccGons adhering to the Florida Building Code 613.664.3831 15' MIN.
DRYWrLL and
where
requirements pressure Prsgwrsmenoadeterminesby ASCE 7 Minimum Oasign loads far Buildings DATE: 4/3/
02 C-SINK ytBt>cx
and Other Structures do not exceed the design pressure ratings listed herein. SCALE: N.T.
S. E T n? bus DBUCK B DWG. BY. W.
L.N. TO B '. 2. For installations where the sub -buck Is loss Win 1-1/2' (FBC section 1707.4.4 Anchorage Methods and sub -sections
1707.4.4.1 and 1707.4.42) Ta eon type concrete anchors must be used and the P YP CNK. BY; R.W. length must be
such that o minimum 1-1/4' engagement of the Tapcon into the masonry well is obtained. DRAWING N0: 3. When using
a IX sub -buck a 6-9/16' jamb is required to allow for min. edge spacing for Tapcon type anchors. 7-02203 1.
DQr I
0sibIt
jA EI E$JGNAT70N: :. Thermo-7ru In -Swing / Oct -Swing Door Wood Frames System
MAXIMUM OVERALL NOMINAL S17E Single up to 5'4 x 8*0 i:/wo sidelites -
Double up to 84 It 8'0 r./wo sidelites
1Li CdJNfLB n X. Ox. xo. Oxo, U. OXX0
cF1dERAL DESCR1pT10N: The hood and side jombs nre fingerjoint pine
measuring a min. 4-9/1E• with a 1/2• rabbeted stop.
60' Q0• D>ULE 2x
x PIN ws !'
iX>fR108
15• WN.
C-SWK SMFATY11Na
2s• wiz.
sieu SPACE
vEIrnrx SIDE Awe
1.13" WH. Ela
L
00
r
OCSIGN PRESSURE RATING:
Single Positive 67.0 PSF Negative 67.0 PSF
Single with Sidelites Positive 60.0 PSF Negative 60.0 PSF
Double w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF
b14
14- rYP.--y
q Li
W Ln
V1 JW qO
p Ln
tJ p CDz
O u)
3 z
III e13.ee4.3e31 III
1 SINCLF OR DOUBLE DOQR WITH SIDELITES DATE. 4/3/02
SCALE' N.T.S.
DWG. BY:. W.I.N.
This system has been evaluated for use in locutions adhering to the Florida Building Code croc Bn RW.
and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildi.T;s DRAWNG NO--
and Other Structures do not exceed the design pressure ratings listed herein. y-W I o' I
THERMA oTRU®
FlBER CLASSIC/'SAgOTH STAR' PISWM 8.8 SrnLP AND DOUBLE W/3
WiWT SIDarms. INSULATED FTBEROLASS DOOR WITH WOOD FRAMES.
1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA
BUILDING CODE 1994 EDITION FOR MWMI-OADE COUNTY.
2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY
TO TRANSFER LOADS TO THE STRUCTURE.
3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS
SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERI
SHALL BE BEYOND WALL DRESSING OR STUCCO.
4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1.
5. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS
FOR MIAMI-DADE COUNTY.
6. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS
eaF REQUIRED FOR SIDELITFS ONLY.
7. SIDEUTES ARE AN OPTION AND CAN BE USED IN A
SINGLE OR DOUBLE CONFIGURATION.
Face sheets: Fiberglass avg. min. yield strength
Fy(inin.)-6,000 psi
SmoothStor - 0.070" minimum skin thickness
FiberClossic - 0.110" minimum skin thickness
c ore design: Polyurethone foam core,
withl.9 lbs. density by BASF.
ruction. The yya el skin is constructed from a 0.070" thk.
ee mo mg compound (SMC. The interior cavity is filed with 1.9 lbs.
densty BASF payurethone foam. The porel face sheets ore glued to theroodstilesandjails. Th4 LA Wch stile s reinforced with o wood lock blockmeasuring2.375 x 14.0. long at the strike mid deadbott location. The hinge
stile is Finger Jointed Poe and the top and bottom rail are of a wood
composite material. In the double door application the inactive door is fitted
with an extruded aluminum astragal (Wind Jombe r 1) of 6063-T6 alloy.
jOpn,; The frome is constructed from fi jointed pipe. The
a er Is /annex the side p' mmbs with (3) Riga. 1/'crown x 2 long
staples of each side. The mullions are secured together in a side6te application
using /8 x 2' king PFH Wood Screws (6) screws per each mulrron. The units
use on Inswing Saddle threshold measuring 5.75" x
I C4 in The sidelde panels ore sandwich glazed using o MO pace
kp rome. they are dry glozed on the exterior with on 189 thk. cellular
gglazing tope (St) -II cape) ill caulked with silicone. The lit e frames are held
ogefher wd{I p /k8 x 1 /2 long Ploscrew.
TABLE OF CONTENTS
SHEET #1 DESCRIPTION
1 1 TYPICAL ELEVATIONS k GENERAL NOTES
2 1 VERTICAL CROSS SECTIONS
3 HORIZONTAL CROSS SECTIONS
4 HORIZONTAL CROSS SECTIONS & NOTES
5 ANCHORING LOCATIONS do DETAILS
6 ANCHORING LOCATIONS do GLAZING DETAILS
7 UNIT COMPONENTS
8 BILL OF MATERIALS & UNIT COMPONENTS
37.5 MAX.
OVERALL WIDTH
36" MAX:
PANEL WIDTH
X
w =k.-
CIDx
w w x
adl
6
9 0
O
4 0
O C
o
ri
m
N
N0>
DO 10
L
SINGLE INSWING UNIT
74.5' MAX. OVERALL FRAME WIDTH
36.625" MAX. F PANEL WIDTH
W ASTRAGAL
r® ®®
xcotarx
wM
IN00
C
DESIGN PRESSURE RATING
UNIT TYPE WR- E UIRMEN RS I NOTTNENEEDED
SINGLE 67.0 PSF - 67.0 PSF
DOUBLE 55.0 PSF - 55.0 PSF
L
WITH SID LIT S
55.0 PSF - 55.0 PSF
105.5" MAX. OVERALL FRAME WIDTH
36.625" MAX. 15.5" MAX.
PANEL WIDTH FRAME WIDTH O >
W/ASTRAGAL r- _
73.75" MAX. ¢ O 00
WIDTH
7.125' MAX. O S 0
O.L.O. WIDTH U -
0WCD
Q00
w CL
n xZ GO
UOy ¢>WZ
DOUBLE W/SIDELrTES INSWING UNIT z
ALL MODELS
68.5" MAX. OVERALL WIDTH 0 OS U
ARE VIEWED 36" MAX. J 15.5' MAX. a MZ3 a •{
FROM INTERIOR
I
PANEL WIDTH I FRAME WIDTH
I a 3
13.75" MAX. y
WIDTH n
7.125" MAX.
D.L.O. WIDTH
xU
W x ' c
o
1 00
9
a10ED
Z
euaau+c
ON$UITNlTS. INa
FL® B.O.A.Y, sue.• N.7.S
raw. er: TJI
jg Ag ,
as e+: RN
M1's.L V V 8" T RM. N o ow,10VIS
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Y LJ -- -- - 1 or
1
2 DOOR PANEL
m e•
o
N
Z Y
in
xU
n
In ti 33
3)4
2
w
o
EXTER OR
mIoo
t
in
SEE • TE
GLASS THK.
FOAM CASKET & N
ao SILICONE CAP BEAD p ' p.,o 6 C^
oQ. 1.68' MIN.
PANEL THK.
i1 O 42
813.684.3831
c08 10 0
a:1 /2
c. er: TJH
T
t BY: RW
o.A1rLL"` 5-2151
T/
SHM 2 Of 8
24 x7I Z wo>
SEE NOTE 2
8 7 N
SHT. 4 !!!
O 00
6 R C)
INACTIVE
ACTIVE Q
W O
Qco
tip
3 30
J 1
O a ASTRAGAL RETAINER 31 IOI z
d BOLT 8.0' LG. TOP I
k BOTTOM (2) BOLTS INT RI R 22 g XZ
AT TOP do (2) AT BOTTOM " o
SEE NOTE 6 3 v? FF
18 SHT. 4 FOAM GASKET & U,ON ' Z W
g! CROSS SECTION 43
SILICONE CAP BEAD H No
3 ®ASTRAGAL
SEE NOTE ga^ =oSSHT. 4 ?4 —
1 1 1 -- t431 61x.. 0 6
1 I-;' Ulm
AD
iN
s
U
3 cc SECTION
3 0 SIDELITE TO BUCK
EXTERIOR
O
O Z
INTERIOR
z Y 4
36 h U
cw 41
J 26 9 10 29 `o ¢ S E NOTE 1 46a37
a SHT. 4
n SEE NOTE
c
7 SHT. 4
c2HRNTACROSSSECTION
3 O HINGE JAMB TO SIDEUTE
Ell:
C)EN TIPR -,' L 0''. JPA 0MEI;210=D
W.er RWRr,i ACT lV'7l]'
1 uL" ll 1 V :i l.!I S
LL l lU 1
oaa.ae
5-2151
1.15' MIN.
EMBED.
15" MIN.
C-SINK
25' MAX.
SHIM SPACE
1HO
4 LATCH JAMB TO BUCK,
NOTES:
1. SPACING FOR ITEM NO. 41 (LITE FRAME SCREWS) IS AS
FOLLOWS: VERTICAL FROM THE TOP DOWN ON SIDES; 5.5
16.5', 27.5", 38.375 49.375' do 60.375 HORIZONTAL
THERE ARE (2) SCREW BOTH TOP AND BOTTOM AT 2.125-
IN FROM EACH CORNER.
2. SPACING FOR ITEM NO. 27 (/8 x 1- PANHEAD SCREW)
ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS
FOLLOWS: FROM THE TOP DOWN 1. 37, 57, 18,25".
40.5', 59.25. 74.25'. 76.25" . do 78.25'.
3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH
3) 16GA. x 112' CROWN x 2' STAPLES AT BOTH SIDE.
4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH
2) 16G4.. x 112 CROWN x 2.5" STAPLES AT BOTH SIDE.
5. THE SIDEUTE IS DIRECT SET INTO THE JAMB WITH (12) ITEM
NO. 43 (18 x 2' PFH. WOOD SCREW). THERE ARE (4) AT
EACH VERTICAL JAMB, FROM THE TOP DOWN AT 13.5
31 48.5" 66". THERE ARE (2) AT THE HEADER AT 4" IN
FROM THE OUTSIDE CORNERS OF THE FRAME THERE ARE
2) AT THE SILL, 4" IN FROM THE OUTSIDE CORNERS,
6SPACING
MULLIONS TOGETHER ISEMNO. 43 '
THE SAMESCREW)
AS
TSECURING HEPERIMETER
ANCHORING
SCREWS.
6" DOWN FROM THE TOP AND UP FROM THE
BOTTOM WITH (4) MORE SPACED AT 13.7" O.C. 7. WHEN
ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE ITEM
NO. 12 (110 x 2' SCREW). WHEN ATTACHING THE HINGE
TO THE JAMB AND THE SIDELITE AT THE MULLION USE
ITEM NO. 37 (110 x 1 3/4' SCREW). FOAM GASKET
do SILICONE CAP
BEAD 1.15
MIN. EMBED. 15"
MIN.
C-SINK
o TERIQ
y
S
SIN 4 HINGE
JAMB TO BUCK, 3 H
RI A CROSS SECTION `J 4 ® STRIKE
JAMB TO SIDEUTE W O>
Oco
Rv)TW
8 15
La a O1^
j O W
O F-RQCO
t\ a0
T
co 0-
813.684.
3831 er RN
NG NO.'
S-2151
r 4
or
SEE DETAIL 'F" SHT. 5
6" 6' 6'
3' 3" 3"
3" —{
15' 6'
3" 3.
6
3 3
II II
13
I I 13
TYP.
1 113 I
SEE NOTE
rrP. SEE DETAIL
TYP.
3 SHT. 4 SEE NOTE F' SHT. 5 SEE DETAIL
6 SHT. 4 SHT. ,
SEE DETAIL SEE NOTE
TYP
6 SHT. 4
3" —1
L
E N6" 6 3ESHT.O4E
N
n y
13 N N
0L
U'T=YP
C ' , ?
Dy
a
n ^ram _ An
SEE DETAIL 13 SEE NOTE
FI' SHT. 5 .D. TYP.
4 SHT. 4
13 -
D. _ SEE DETAIL "C" "C" TYP._
G" SHT. 5
TYP.
TypTYP
3'
i --i 6' 6'
6, 6' 6.
io in
3. 3 3.
6" 6" 6
E&TRAL FLO A Bo ®.ASP
SINGLE DOOR
DOUBLE DOOR W/SIDEU TES
MASTER FILE,,A
A 4.357" BOLT DEEP
ENOUGH FOR A 2"
13 BOLT THROW
12
10
F
13
13
10a
10
DETAIL "F" DETAIL "H"
ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS
DETAIL 'E" STRIKE PLATELAEATO FRAME DETAIL "G" AT THE THRESHOLD
DETAIL N
SHT. 5 of
SEE NOTE
4 SHT. 4
ONSULT= NC
813.684.3831
wTc 08/10/oI
sc^L- N.T.S.
DM. BY: TJH
CHIC BY: RW
ORAmNC NO,
S-2151
pW 5 OF 8_
N
INL
E' SHT. 5
TYR
CENTRAL
yQ,\NUFACTU IR NANEO
JL-
SEE DETAIL
SHT. 5 —
fir— •ll
It Eki - -
6' 3
6" 6 3'
3"
H 6" 3' 36" 63' f. 3
I I I I I I I I
I 1K A I 13 I SEE NOTE - _-
13 - 7yP, 3 SHT. 4
SEE NOTE
TYP
SEE NOTE -
SEE DETAIL 3 SHT. 4 - 6 SHT. 4
F" SHT. 5 - D
13 "
TYP. SEE DETAIL -
G" SHT. 5
13 - SEE DETAIL
SEE DETAIL TYR " "E' SHT. 5
I.1" SHT. 5 ui TYP.
SEE DETAIL "K" .
M. 'K" TYP.- -
Mt --SEE NOTE "G" SHT. 5 14
14JrU14. _ 4 SHT. 4 _a_ 14 TYP.
j6' 3,
6 6"
14
3" 3.
TYP.
QILBLE DOOR
SINGLE DOOR W/SIDELITES
453" GLASS
1 f" BITE
EXTERIOB v
25 1/8" TEMPERED
CLASS
25' AIR
O ° SPACEa
0 Y
i 1/8TEMPERED IB
Z ]C GLASS 36 '
6
0 b
Z 41 o
SE NOTE 7 STEEL INTERCEPT SHT.
4 25"
SPACER
5'
INSULATED CLASS W/ TCM
LITE FR4ME GLAZING DETAIL J _
1/8' TEMPERED 40
GLASS
0.
Q .
25' AIR O.
0 '0 SPACE o"
O 00.
Z
1/8' TEMPERED INTERIORGLASS
36
z Y 41 N SEE
NOTE Li
6 1 SHT. 4 a .
25" STEEL INTERCEPT
SPACER
5'
INSULATED GLASS W/ arc
IITF FRAME CLAZINC DRAIL M,
t
SEE
NOTE 4
SHT. 4 W
N
D
D0 O
to o roj zzc
owc
GO
2 V
YV BUILDING NSULTMRS.
INC 813.
684.W31 v
08 10 01 km
N.T.S. a
BY: TJH K.
er: RW WMG
NO, 5-
2151 m
6 a 8
4,563'
T
1.063" i- I
T in
20 21
WOOD FRAM3EFINGERJOINTEDPONDEROSA PINE
1.92"
1.734'
r— .99' ---1
0
q 01
28
097'
4 x 4 STEEL DOOR HINGF
tn
1.531'
SIDEL ITE TOP ds BOTTOM RAIL
FINGER JOINTED PONDEROSA PINE
N
r-
33
PLASTIC I IP • LITE FRAME
EXTRUDED BTS
2.141'
F691'
aM
r
INSWING SIDEUTE 15
BOTTOM BOOT
0.09' EXTRUDED VINYL WALL
O
EN
1\'. __\7` vt``1 •.`..1., 1 lllJiYl,uJ:i. 1)7 .L! o
o
FC, TOP RAIL
WOOD COMPOSITE
1.077" --{
T
t=l-
1.5,37
6
cinn rrc al A WC SIDF STILE
FINGER JOINTED PONDEROSA PINE
1.264'
co
T T
LL
N
N
O4--1.531 " ---i
cr. LATCH SIDE STILE COMPOSITE
In
n
713-
526'
2.713"
L
1.531 ` --4 O4
FC WOOD HINGE SIDE STILE
T i
N
5.75"
1_
O co 1n
0 1.531
FG BOTTOM RAIL n SELF ADJUSTING Sir DLE THRESHOLD 79
WOOD COMPOSTE 0) e! IJMIhLIMNINYL .045" WALL ALUM.
080" THK. WALL VINYL TYP.
r
11O
SS BOTTOM RAIL
WOOD COMPOSITE 9
r
F-- 2.375" --{
I
I 1 -
in ^ a
I
o
1
30
WOOD LOCK BLOCK
FINGER JOINTED PONDEROSA PINE
x 12
tn. - 25
o g
0^ }1 U
L) CL j t
813.684.3531
N.T.S
m: TJH
r: RW
Nc No.:
S-2151
17 a 1
DESCRIPTION
1
ym 0 0 MINWUM
neaMASSIC DOOR SKIN .110' MW. Tw FIBERGLASS BY
THERW-TRU r I h 'eAi h FA m l 6.000 si
FIBERGLASS
fC. TOP RAIL 1.531" x .94 THOW-TRV WOOO COMPOSITE WOOD COA1POSffE
3 Fr_ LATCH SRE (MW-TRU. 11o00 CVJVS E 1.531 x 1.209 W000 COMP0511t
4 FC. 1YNCiE STILE R -TRV MVER054 PK 1.531 x 1209 WOOD
5 FC BOTT011 RAIL 1.531' x 125 1F - TRU W= COMPOSIE WOOD COAVOSfTE
6POLYURETHANE_FOAM BASF, 1.91bs. DEN FOAM
7 SHORT REACH COMPRESSION WEATHERSTRIP -TRU FOAM
8 LONG REACH COMPRESS)ON WEATFERSTRP -TRU FOAM
9
10
4 x 4 HINGE .097 THK. ERMA-TRU
110 x 3 4 . PFH W000 SCREW to From
STEEL
STEEL
11 SS BOTMV At 1431 x M IND"-1m w m COtaP059E W000
12
13 108
14
010 x 2 LG. PFH W000 SCREW
x 2 1 2 I.G. PFH WOOD SCREW
3 16 TAPCON ANCHOR ELCO 2.0 MIN. LG.
ST L
STEEL
STEEL
15 1 SIDELITI BOTTOM B007 .090 EXTRUDED VINYL VINYL
16
17
2x INNER WOOD BUCK
MAK. 1 4 SHIM MATERIAL
WOOD
WOOD
18
19
KWIKSET TITAN 700 SERIES PASSAGE LOCK
AOJUS M WOLI TF ID ALUM. ODD
p x 1.2 710a A- , PONOfROS4 PINE WOOD
21 x E - , W
22 x 1.2 A411B TRU, PWFO SAE W
3
24
25
26
7
8.
29
KWIKSET TITAN 700 SERIES OLAUbOLI
ASTRAGAL WINOJAMBER 1! WR68T .052 WALL
GLAZING 1 2 INSULATED TEMPERED GLASS
SS HIM E STILE THERW-TRU, POhOEROSI P!E 1.1 x 1.531
8 x 1 LG. PANHEAD SHEET METAL SCREW
INSWING DOOR BOTTOM SWEEP
NG
LUM. 6053-76
000
STEEL
NYL
WOOD
30
31
FC W000 LOCK BLOCK 2.375 x 1.515 PONDEROSA PINE
U RAN- W1X10 COIF051TE 1.183 x 1.531
WOOD
Mt)DO OOAIPOSfTE
32 118 THK. CELLULAR GLAZING TAPE STIK-II TAPE
33 PLASTIC LIP UTE FRAME BTS, THERAA4-TRU BTS
4
35
fFiUA CM -IRU
4.563x 125 BUNK J"W8 -TRU PONDEROSA PINE 7
W00
36
SIO IM SIDE SERF -TRU 1.531 x .6% POtaww P9NE WOOD 7
10 x 1 3 4 LG. PFH WOOD SCREW SS.
TOP RAIL QMV x .94THEIM-M WOW STEEL ROOD
COA/
FOSTE 39 40
NOT
USED
SILICONE CAULK
SILICONE 41 8-
10 x 1 1 2 PLASCREW FOR REM 34 STE L 42 SOEllfE
iOP 3 BOTTOY PA0. -1RIL 1531 x .656 FpO0tMA PNE WOOD 43 118
x 2 LG. PFH WOOD SCREW STEEL C/r
38 "? SS.
TOP
RAIL WOOD COMPOSITE
1.316"
592" N .-
o,
coO.179"
LONG REACH
COMPRESSION W TH R IP FOAM CELL
CORE W, tJYL JACKET 3" N
N
79
F
rn
O7 .
175---
i COMPRESSION WFaTHERSTRIP
BY THERMA-
TRU FOAM CELL
CORE W/VINYL JACKET DRILL TRU
FOR 357" DIA.
ASTRAGAL DRILL TRU
FOR A 18 RETAINER BOLTS PFH WOOD
SCREW 2PLCS WIAMBER II
WR68T STRIKE PLAIE 31 1.
531"___ S Lgryru
cinc rni F COMPOSITE 6Lu 1.
531' P
LY N 0 co n
t O
n
Li 0LLJ . 05
O26
Do 00
SG
WOOD
HINGE
SIDE ST1L cE 4 rm o ASTRAGAL
HAS
r. (2) 8.
0" e N BOLTS ®
BOTTOM N BOLTS 70P
24
WINDJAMBER 11
WR68T
MTRA I (ALUMINUM
052" WALL TYP.) MATERIAL: C/9
ME 1 gf, , do YELLOW CHROMA
r1. ,:1 ail ' # •
t-
i O4 -Y NxZJZ
n ¢w
513.684.
3831 t08100
Lc: N.T.
S.
a rn: TJH K.
BY: RW awc
no S-2151
En 8
or 6
JLIN-21-2002 09'-52 MILESTONE WINDOWS 407 323 9729 P.02
June 21, 2002
Alan Plante, Chief Plans Examiner
Orange County Building Division
Administration Building, 1st Floor
201 South Rosalind Avenue
P.O. Box 2867
Orlando, FL 32802-2687
407) 836-5760
RE: Florida Extruders Fenestration IMasterFile Update
Mr. Plante,
This letter updates and clarifies nomenclature regarding buck thicknesses
mentioned on Florida Extruder Window, Door and Mullion installation drawings
contained in the Orange County Fenestration Master -file. Based upon the
discussions at the Mid -Florida Home Builders Association's meeting at their offices
on June 19, 2002, this letter was the agreed upon procedure for manufacturers to
clarify the issue of "1X Buck" thickness nomenclature used on installation drawings.
Builders/Installers when pulling permits For Florida Extruders windows will have to
include this letter with the Installation details. Florida Extruders requests the
Orange County Building Division to file this letter against the Masterfile Numbers
and Installation Drawings identified on the attached listing.
Based upon a review of the signed and sealed engineering produced by Lildon
Engineering Company for the methodology used in the development of Florida
Extruder's Window, Door and Mullion Installation drawings, the thickness of the
buck in non-structural applications (i.e., buck thickness less than 1 1/2") does not
influence the lateral resistance capacity of the concrete screw (Le. Tapcon)_
Therefore, buck thicknesses less than 1 1h" are acceptable as non-structural
attachments when the window, door or mullion is installed using'a 3/16" concrete
screw with a minimum embedment on 1 'k'. Concrete Masonry Units should have a
wall thickness of 1 1/4" and a precast sill's thickness will exceed 1 1/4". The drawings
dearly delineate the requirement that a minimum embedment depth of 1 'k" must
be maintained by the installer. It is up to -the installer to use the appropriate length
concrete screw so as to maintain the required minimum embedment on 1 '/.
Therefore, for Florida. Extruder installation drawings where a non-
structural buck is used, nomenclature such as -IX buck by others" or
similar statements shall be construed to mean that a buck thickness of less
than 1 +/Y' is acceptable. The definition of a non-structural buck is based
on Section 1707.4-4.2 of the Florida Building Code.
2540 Jewett Lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3337
JUN-21-2002 09:52 MILESTONE WINDOWS 407 323 9729 P_03
The attached table lists all Florida Extruder drawings in the Orange County
Fenestration Masterfile affected by this engineering statement. Any questionsshouldbeaddressedtotheundersigned.
Thank you.
Regards,
Robert J. Amoruso, PE
rarnoruso.c)e@floridaextruders com
Florida PE License No. 49752
Florida Extruders Intemational, Inc -
Certificate of Authorization No. 9235
Cc: Earl Moore/FEI
File
PE Sealing Statement:
The letter was signed and sealed
with an impression seal as required
by Section 61G15-23.001, F.A-C
A rubber stamp seal was also
applied to facilitate reproduction
for Orange County Building
Division Masterfile scanning.
File: 2W2-L'M-aL-00a
1N1011tI11II/
2540 Jewett Lane, Sanford, FL 327y1-16 0 • (407) 323-3300 • Fax (407) 322-3337 2
Universal Forest Products
Re: 54600613
Centex Homes Orlando 1928 B&C Roof 147 Lake Monroe
The truss drawing(s) referenced below have been prepared by Universal Forest Products, Inc. under
my direct supervision. Pages or sheets covered by this seal include the following:
53906899 BH1
53906899 CA
53906899 H1
53906899 H1A
53906899 1-1113
53906899 H1C
53906899 H1D
53906899 H1E
53906899 H1F
53906899'T1
53906899`CJ2
53906899 G E2
53906899 T2
53906899 CJ3
53906899 G E3
53906809 EJ4
53906899 EAA
53906899 HA
53906899 CJ5
53906899 EJ7
53906899 HJ7
Loading (psf) TCLL 20 TCDL 10 BCLL 0 BCDL 10
Wind: ASCE 7-98 per FBC2001; 110 mph; h = 15 ft; TCDL = 6.0 psf; BCDL = 6.0 psf;
occupancy category Il; exposure B; enclosed
My license renewal date for the state of Florida is February 28, 2005
i (3: 4/21 /2004
John M"; resley Libense # 558 6
The seal on this dravring indica es acceptance of professional engineering responsibility solely for the
truss 60mponent(5) listed and attached. The suitability and use of each component for any particular
building is the responsibility of the building designer, per ANSI/TPI-2002 Sec. 2.
Eastern Division
5631 South NC 62 Burlington, NC 27215 9'el: (336) 226-9356 Fax: (336) 476-9146
IYFU city Nly Centex-Orlando/1928-B & Crsk/4-17-3 53906899
BH1 COMMON 1 1 Job
Reference (optional) Universal
Forest Product$, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:40:30 2003 Page 1 1-
0-P 7-8-11 13-8-1 20-0-0 26-3-15 32-3-5 40 0 0 41 00 i 1-0-
0 7-8-11 5-11-5 6-3-15 6-3-15 , 5-11-5 7-8-11 1-0-0 Scale = 1:
70. 5.00
12 5x6 = I
8x8
5x8
J
G K
6 9
2 8
2 3
5x6 % D
4 L
x8
15xW5x10g1CF
H S W 0 S5 o c
c
A 6 N M 1 1
q7 N o Iv
lni O 3x7 =
u
T
S R Q P 0 3x7 = 3x6 = 3x8 = .
3x8 = 5x8 = 3x6 = 4'-0-
0 10-3-14 21-4-0 27-4-0 29-8-2 40-0-0 4-0-
0. 6-3-14 11-0-2 6-0-0 2-4-2 10-3-14 Plate Offsets
X,Y : K:0-4-0,0-3-0 , P:0-4-0,0-3-0 LOADING (psf)
SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.
0 Plates Increase 1.25 TC 0.72 Vert(LL) 0.14 R-T >999 TL20 245/193 TCDL 10.
0 Lumber Increase 1.25 BC 0.88 Vert(TL) -0.47 R-T >529 BCLL 0.
0 Rep Stress Incr NO WB 0.97 Horz(TL) 0.04 R n/a BCDL 10.
0 Code FBC2001 Matrix) 1st LC LL Min Well = 240 Weight: 299 lb LUMBER BRACING
TOP CHORD
2 X 4 SYP No.2 TOP CHORD Sheathed or 3-9-13 oc purlins. Except: BOT CHORD
2 X 4 SYP No.1 *Except* 1 Row at midpt F-H B22 X
4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2
X 4 SYP No.3 WEBS 1 Row at midpt I-R OTHERS 2
X 4 SYP No.3 2 Rows at 1/3 pts G-R REACTIONS (Ib/
size) B=1112/0-8-0, M=289/0-8-0, R=3521/0-8-0, Q=-81/0-8-0 Max Horz
B=-178(load case 5) Max UpliftB=-
285(load case 4), M=-175(load case 2), R=-688(load case 5), Q=-81(load case 1) Max Grav
B=1 11 2(load case 1), M=382(load case 7), R=3521(load case 1), Q=18(load case 5) FORCES (lb) -
First Load Case Only TOP CHORD
A-B=22, B-C=-2144, C-D= 880, D-G=-785, G-1=1289, 1-K=1467, K-L=506, L-M=242, M-N=22, C-E=-1071,E-F=-572, F-H=-670, H-J=-27 BOT CHORD
B-U=1913, T-U=1868, S-T=649, R-S=649, Q-R=-749, P-Q=-749, O-P=-749, M-O=-130 WEBS D-
E=-298, E-T=-910, F-T=1220, F-G=1405, K-0=678, L-0=435, I-J= 1408, J-R=-1362, G-H- 1389, H-R=-21.57, K-R=-780, C-U=294 NOTES (10)
1) Unbalanced
roof live loads have been considered for this design. 2) Wind:
ASCE 7-98 per FBC2001; 11Omph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed; MW FRS gable end zone; cantilever left
and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Truss
designed for wind loads in the plane of the truss only. 4) Provide
adequate drainage to prevent water ponding. 5) All
plates are 2x3 TL20 unless otherwise indicated. 6) Gable
studs spaced at 2-0-0 oc. 7) Provide
mechanical connection (by others) of truss to bearing plate capable of withstanding 285 lb uplift at joint B, 175 lb uplift
at joint M, 688 lb uplift at joint R and 81 lb uplift at joint Q. 8) Design
assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2.1 Od nails. 9) Special
hanger(s) or connection(s) required to support' concentrated load(s) 214.01b down and 54.91b up at' 4-0-0 on bottom chord.
Design for unspecified connection(s) is delegated to the building designer. 10) Truss
shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at
joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on
this sheet is to reduce buckling of individual members only and does, not replace erection and permanent bracing
required for the overall building design. Building Designer shall verify all design information on this sheet
for conformance with conditions and requirements of the specific building and governing codes and ordinances. The
truss designer accepts no responsibility for the correctness or accuracy of the design information as it may
relate to a specific building. Any references to job names and locations are for administrative purposes only and are
not part of the review or certification of the truss designer. LOAD CASE(
S) Standard 1) Regular:
Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (
pif) Vert: B-
U=-20.0, R-U=-40.0, M-R=-20.0, A-C=-60.0, C-1=-60.0, I-N=-60.0, C-J=-60.0 Concentrated Loads (
lb) Vert: U=-
214.0 Customer No:
11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job:
1928 B & C RF Date Req:04/24/2003 Draw No:53906899BH1
53906899 CJ1
Universal Forest Prc
Truss Type Qty Ply Cent
JACK 4 1
Job I
Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Inc
o
1928-B & Cfjsk/4-17-3
tional
Tue Apr 22 16:26:30 2003 Page 1
C
Scale a 1:4.
0-11-11
3x4 = 0-11-11
LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/
deflLWeight:51b
GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.07 Vert(LL) n/a n/a 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.00 A >999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 240
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 0-11-11 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) C=-1 1 /Mechanical, B=138/0-8-0, D=9/Mechanical
Max Horz B=35(load case 4)
Max UpliftC=-13(load case 5), B=-89(load case 4)
Max GravC=29(load case 4), B=138(load case 1), D=9(load case 1)
FORCES (lb) First Load Case Only
TOP CHORD A-13=22, B-C=-28
BOT CHORD B-D=0
NOTES (3)
1) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33.
2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint C and 89 lb uplift at joint B.
3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted.
Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does
not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility
for the correctness or accuracy of the design information as it may'relate to a specific building. Any references to job names and locations are for
administrative purposes only and are not part of the review or certification of the truss designer.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899
Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899CJ'1
u" buss type C
53906899 Hi HIP TRUSS 1
Ply Cente
1
14-17-3
NVu Flulul CI 0.:C kupLiurlallUniversalForestProducts, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:30 2003 Page 1
1-0-P 7-0-0
I 12-3-7 17-5-2 22-6-14 27-8-9 33-0-0 , 40 0 0 Q 0-,0
1-0-0 7-0-0 5-3-7 5-1-11 5-1-11 5-1-11 5-3-7 7-0-0 1-0-0
Scale - 1:68.
A14 M1118H=
5.00 12 5x6 = 5x6 = A8 = 5x6 =
7x10 M1118H=
c D E F G H
W1 1 1 w1 w1
m
8 1
ci
82oA— J('
7
5x12 =
R Q P 0 N M L K 5x12 ;
2x5 11 5x10 M1118H= 5x6 = 5x8 = 5x6 = 2x5 II
5x6 - 500 M1118H=
7-0-0 7-1112 12-3-7 17-5-2 22-6-14 27-8-9 32-10-4 3319-0 40-0-0
7-0-0 0-1-12 5-1-11 5-1-11 5-1-11 5-1-11 5-1-11 0-1-12 7-0-0
Plate Offsets X,Y : 13:0-3-13 Edge], C:0-6-8 0-3-8 , F:0-4-0,0-4-8 , H:0-3-0,0-4-0 , 1:0-3-13,Ed e
LOADING (psf) SPACING 2-0-0 CSI in (loc) I/dell PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.940.92 N-0 >512 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.95-1.54 N-0 >306LBCLL0.0 Rep Stress Incr NO WB 0.710.28 1 n/a
BCDL 10.0 Code FBC2001 Matrix) Min I/defl = 240 Weight: 241 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.1 D 'Except` TOP CHORD Sheathed.
T3 2 X 6 SYP No.2, T2 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-6-1 oc bracing.
BOT CHORD 2 X 6 SYP No.1 'Except"
B22X6SYP SS WEBS
2 X 4 SYP No.3 'Except' W1
2 X 4 SYP No.2, W1 2 X 4 SYP No.2 W1
2X4SYP No.2, W1 2X4SYP No.2 W1 2 X
4 SYP No.2 REACTIONS (lb/size)
B=3290/0-8-0, 1=3290/0-8-0 Max Horz B=-
75(load case 5) Max UpliftB=-900(
load case 3), 1=-950(load case 3) FORCES (lb) - First
Load Case Only TOP CHORD A-
B=26, B-C=-7651, C-D= 10313, D-E— 11877, E-F=-11858, F-G= 11858, G-H=-10317, H-1=-7650, 1-J=26 BOT CHORD B-
R=6973, Q-R=7010, P-Q=7010, 0-P=10310, N-0=11877, M-N=10315, L-M=7009, K-L=7009, 1-K=6973 WEBS C-R=
707, H-K=706, D-P=-1555, E-0=-637, F-N=-632, G-M=-1549, C-P=3744, D-0=1783, E-N=-21, G-N=1757, H-M=3749 NOTES (8) 1)
Unbalanced roof
live loads have been considered for this design. 2) Wind: ASCE
7-98 per FBC2001; 11 Omph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and
right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide adequate
drainage to prevent water ponding. 4) All plates
are TL20 plates unless otherwise indicated. 5) Provide mechanical
connection (by others) of truss to bearing plate capable of withstanding 900 lb uplift at joint B and 950 lb uplift at joint I. 6) Girder carries
hip end with 7-0-0 end setback 7) Special hanger(
s) or connection(s) required to support concentrated load(s) 513.31b down and 181.21b up at 33-0-0, and 513.31b
down and 181.21b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 8)
Truss shall
be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless
otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is
to reduce buckling of individual members only and does not replace erection and permanent bracing required for the
overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions
and requirements of the specific building and governing codes and ordinances. The truss designer accepts no
responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any
references to job names and locations are for administrative purposes only and are not part of the review or
certification of the truss designer. LOAD CASE(S)
Standard 1) Regular: Lumber
Increase=1.25, Plate Increase=1.25 Uniform Loads (plf)
Vert: A-C=-
60.0, C-H=-125.0, H-J=-60.0, B-R=-20.0, K-R=-41.7, I-K=-20.0 Concentrated Loads (lb)
Vert: R=-513.
3 K=-513.3 Customer No: 11045
Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928
B & C RF Date Req:04/24/2003 Draw No:53906899H1
Job Truss Truss Type, Qty Ply Centex-Orlando/1928-B & C/jsk/4-17-3
u . a1 ,
53906899 H1A HIP TRUSS 1 1
Job Reference o tionalUniversalForestProducts,inc., Burlington, NC 27215, Jeff Kerr 5,000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:31 2003 Page 1
1-0-P 5-9-1 9-0-0 16-4-9 23-7-7 31-0-0 34 2 15 40 0 0 4,1 0-0
1-0-0 5-9-1 3-2-15 7-4-9 7-2-13 7-4-9 3-2-15 5-9-1 1-0-0
Scale = 1:68.
5x7 =
3x6 = 3x8 = 2x3 II 5x7 =
5.00 12 p E F G H
2x3
c
20 i
I
W1 W1 W1
3
w a
B
A
Ko Iv
3x7 =
0 P 0 N M L 3x7 =
3x6 = 3x10 M1118H= 3x6 = 3x8 = 300 M1118H= 3x6 =
9-1-12 16-4-9 23-7-7 30-10-4 40-0-0
9-1-12 7-2-13 7-2-13 7-2-13 9-1-12
Plate Offsets X,Y : D:0-5-4,0-2-8 , H:0-5-4,0-2-8
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.67 Vert(LL) 0.35 N-0 >999 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.84 Vert(TL) -0.72 N-0 >658
BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.18 J n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 240 Weight: 192 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-8-2 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-6 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) B=1653/0-8-0, J=1653/0-8-0
Max Horz B=-90(load case 5)
Max UpliftB=-344(load case 2), J=-344(load case 3)
FORCES (lb) - First Load Case Only
TOP CHORD A-B=22, B-C=-3332, C-D=-3135, D-E=-4008, E-F=-4008, F-G= 4008, G-H=-4008, H-6-3135, I-J=-3332, J-K=22
BOT CHORD B-Q=2995, P-Q=2880, O-P=2880, N-0=4008, M-N=2880, L-M=2880, J-L=2995
WEBS D-Q=265, H-L=265, E-0=-443, G-N=-443, C-Q=-151, D-0=1269, E-N=-1, H-N=1268, I-L=-151
NOTES (6)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 11Omph; h=1511; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category ll; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33.
3) Provide adequate drainage to prevent water ponding.
4) All plates are TL20 plates unless otherwise indicated.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 344 lb uplift at joint B and 344 lb uplift at joint J.
6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered
at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on
this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing
required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss
designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a
specific building. Any references to job names and locations are for administrative purposes only and are not part of
the review or certification of the truss designer.
LOAD CASE(S) Standard
1 .
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899
Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1 A
Truss TrussnType Qty Ply Centex-Orlando/1928-B & Cfjsk/4-17-3,
F53906899H113 HIP
TRUSSiversalForestProducts;lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:31 2003 Page 1
1-0-p 5-6-0 11-0-0 , 17-0-0 23-0-0 29-0-0 34-6 0 40 0 0 4,1 Oi0
1-0-0 5-6-0 5-6-0 6-0-0 6-0-0 6-0-0 5-6-0 5-6-0 1-0-0
Scale = 1:68.
5x6 =
3x6 5x8 = 5x6 =
5 00 12 D ETP F
TA
G
3x6
3x6
c W1 2 W 1 H
W4 W4 v
dI J
o IY
3x7 =
O N M
0
L K
3x7 =
2x3 II 5x8 = 3x6 = 5x8 = 2x3 II
5-6-0 12-0-0 20-0-0 28-0-0 34-6-0 40-0-0
5-6-0 6-6-0 8-0-0 8-0-0 6-6-0 5-6-0
Plate Offsets my): D:0-3-0,0-2-4 F:0-4-0,0-3-0 , 13:0-3-0,0-2-4 1-:0-4-0 0-3-0 , N:0-4-0,0-3-0
LOADING (psf) SPACING 2-0-0 CSI . DEFL in (loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) -0.26 M 999 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.73 Vert(TL) -0.54 M-N 871
BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.18 1 n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC ILL Min I/deft = 240 Weight: 199 lb
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) B=1653/0-8-0, 1=1653/0-8-0
Max Horz B=106(load case 4)
Max UpliftB= 317(load case 2), I=-317(load case 3)
BRACING
TOP CHORD Sheathed or 3-2-12 oc purlins.
BOT CHORD Rigid ceiling directly applied or 8-0-4 oc bracing.
FORCES (lb) - First Load Case Only
TOP CHORD A-13=22, B-C=-3425, C-D=-2926, D-E=-2807, E-F=-3329, F-G=-2807, G-H=-2926, H-1=-3425, I-J=22
BOT CHORD B-0=3067, N-0=3067, M-N=3277, L-M=3277, K-L=3067, I-K=3067
WEBS C-O=113, H-K=113, E-M=96, F-M=96, D-N=760, G-L=760, E-N=-642, F-L=-642, H-L=-448, C-N=-448
NOTES (5)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 11Omph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33.
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 317 lb uplift at joint B and 317 lb uplift at joint I.
5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted.
Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does
not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility
for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for
administrative purposes only and are not part of the review or certification of the truss designer.
LOAD CASE(S) Standard
6ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899
1 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1 B
uoD l russ Truss Typez! 4 U'41, Qty Ply
53906899 HiC COMMON 1 1
C[ene7rlando/1928-B&Cfjsk/4-17-3
Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 Feb
e o tional
s 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:32 2003 Page 1
1-0-P 7-8-11 13-0-0 27-0-0 32-3-5 40 0 0 4,1 0 0
1-0-0 7-8-11 5-3-5 14-0-0 5-3-5 7-8-11 1-0-0
Scale - 1:68.
5x6
2x3 11 5x6 =
D E F
5.00 12
Dc3 2x3
C
W W2 W2 3
G
4
o
w u
0 Ig
3x7 =
N M L K J 3x7 =
3x6 = 3x8 = 3x8 = 3x8 = 3x6 =
10-3-14 20-0-0 29-8-2 40-0-0
10-3-14 9-8-2 9-8-2 10-3-14
Plate Offsets X Y : D:0-3-0,0-2-4 , F:0-3-0,0-2-4
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.68 Vert(LL) 0.22 L 999 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.90 Vert(TL) 0.50 L-N 952
BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.15 H n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 240 Weight: 188 lb
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) B=1653/0-8-0, H=1653/0-8-0
Max Horz B=122(load case 4)
Max UpliftB=-290(load case 2), H= 290(load case 3)
BRACING
TOP CHORD Sheathed or 2-9-15 oc purlins.
BOT CHORD Rigid ceiling directly applied or 9-3-13 oc bracing.
FORCES (lb) - First Load Case Only
TOP CHORD A-13=22, B-C=-3301, C-D=-3027, F-G 3027, G-H=-3301, H-1=22, D-E=-2895, E-F=-2895
BOT CHORD B-N=2948, M-N=2495, L-M=2495, K-L=2495, J-K=2495, H-J=2948
WEBS C-N=-336, G-J=-336, E-L=-443, D-L=506, F-L=506, D-N=537, F-J=537
NOTES (5)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33.
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 290 lb uplift at joint B and 290 lb uplift at joint H.
5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted.
Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does
not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility
for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for
administrative purposes only and are not part of the review or certification of the truss designer.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899
Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1C
I lubb I russ I ype Qty Ply Centex-Orlando/1928-B & Cf$k/4-17-3
53906899 H1 D C011i1MON ` 1 1HIM
Job Reference (optional)
Universal Forest Pruducts,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:32 2003 Page 1
10 --P 7-8-11 15-0-0 25-0-0 , , 32 3 5 , 40-0-0 41-0i0
1-0-0 7-8-11 7-3-5 10-0-0 7-3-5 7-8-11 1-0-0
Scale = 1:68.
5.00 12
5x6
2x3 11 5x6 =
D E F
5x8
5x8
G w 2 w 3 G
4 w
6 Fi IAPi
o Iq
0
3x7 —
N M L K J 3x7 =
3x6 = 3x8 = 3x8 = 3x8 = 3x6 =
10-3-14 20-0-0 29-8-2 40-0-0
i
10-3-14 9-8-2 9-8-2 10-3-14
Plate Offsets X,Y : C:0-4-0,0-3-0 , D:0-3-0,0-2-4 , F:0-3-0,0-2-4 , G:0-4-0,0-3-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) -0.20 L >999 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.48 H-J >979
BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.15 H n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well = 240 Weight: 193 lb
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) B=1653/0-8-0, H=1653/0-8-0
Max Horz B=138(load case 4)
Max UpliftB=-313(load case 4), H= 313(load case 5)
BRACING
TOP CHORD Sheathed or 2-10-10 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
8-11-14 oc bracing: B-N.
FORCES (lb) - First Load Case Only
TOP CHORD A-13=22, B-C=-3300, C-D=-3028, F-G= 3028, G-H=-3300, H-1=22, D-E=-2482, E-F=-2482
BOT CHORD B-N=2968, M-N=2314, L-M=2314, K-L=2314, J-K=2314, H-J=2968
WEBS C-N=-405, G-J=-405, E-L=-239, D-L=269, F-L=269, D-N=665, F-J=665
NOTES (5)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 11Omph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33.
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 313 lb uplift at joint B and 313 lb uplift at joint H.
5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted.
Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does
not replace erection and permanent bracing required for the overall building, design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit)
for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for
administrative purposes only and are not part of the review or certification of the truss designer.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899
Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1 D
Job Tss
53905899]H'IUE
Inc., Burlinqton, NC 272
1 1
Job Referen
s Feb 20 2003 MiTek Industries,
C/jsk/4-17-3 e
22 16:26:33 2003 Page
1-0-p 7-8-11 13-8-1 17-0-0 23-0-0 26-3-15 32-3-5 40 0 0 41 010
1-0-0 7-8-11 5-11-5 3-3-15 6-0-0 3-3-15 5-11-5 7-8-11 1-0-0
Scale = 1:6
5.00 F12 5x6 =
5x6 =
Fwa % E F
1; 1
O
axi
O N M L K 3x7.=
3x6 = 3x8 = 500 = 3x8 = 3x6 =
10-3-14 20-0-0 29-8-2 40-0-0
10-3-14 9-8-2 9-8-2 10-3-14
Plate Offsets' X,Y : D:0-4-0,0-3-0 , E:0-3-0,0-2-4 , F:0-3-0,0-2-4 , G:0-4-0,0-3-0
LOADING (psf) SPACING 2-0-0 CSI in loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.66 0.20 M >999 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.89 0.49LHorz(TL)
I-K >972
BCLL 0.0 Rep Stress lncr YES WB 0.34 0.15 1 n/a
BCDL 10.0 Code FBC2001 Matrix) Min I/defl = 240 Weight: 204 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-10-6 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2 X 4 SYP No.3 8-6-4 oc bracing: B-O.
WEBS 1 Row at midpt D-M,.G-M
REACTIONS (lb/size) B=1653/0-8-0, 1=1653/0-8-0
Max Horz B=-154(load case 5)
Max UpliftB= 333(load case 4), 1=-333(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD A-B=22, B-C=-3311, C-D=-3025, D-E=-2145, F-G=-2145, G-H=-3025, H-1=-3311, I-J=22, E-F=-2166
BOT CHORD _. B-0=2961, N-0=2422, M-N=2422, L-M=2422, K-L=2422, I-K=2961
WEBS C-O=-379, D-0=590, G-K=590, H-K=-379, E-M=557, F-M=557, D-M 633, G-M= 633
NOTES (5)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33.
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 333 lb uplift at joint B and 333 lb uplift at joint I.
5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted.
d Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does
not replace erection and permanent bracing required for the overall. building design. Building Designer shall verify all design information on this sheet for
1 conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility
for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for
administrative purposes only and are not part of the review or certification of the truss designer.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899
Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1 E
Job Truss Truss Type Qty Ply Centex-Orlando/1928-B & Cfsk/4-17-3,
53 O66899 HI F'COMMO4 1 1
Job Reference o tional
Universal Forest Products;lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Fe6`20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:34 2003 Page T
1-0-P 7-8-11 13-8-1 19.0-0 21-0-0, 26-3-15 32-3-5 40 0 0i
1-0-0 7-8-11 5-11-5 5-3-15 2-0-0 5-3-15 5-11-5 7-8-11 1-0-0
Scale - 1:68.
5.00 F12 5x6 =
5x6 =
E F
5x8
5x8 w
D G
2x3 O 1
20
C
W W2 W2 3
H
cc
4 W
6 IA
7
o la
o
3x7 =
O N M L K 3x7 =
3x6 = 3x8 = 5x12 = 3x8 = 3x6 =
10-3-14 20-0-0 29-8-2 40-0-0
10-3-14 9-8-2 9-8-2 10-3-14
Plate Offsets X,Y : D:0-4-0,0-3-0 , E:0-3-0,0-2-4 , F:0-3-0,0-2-4 , G:0-4-0,0-3-0
LOADING (
10.0Rep
PACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP
TCLL 2lates Increase 1.25 TC 0.67 Vert(LL) -0.20 M >999 TL20 245/193
TCDL 1umber Increase 1.25 BC 0.89 Vert(TL) -0.49 I-K >966
BCLL Stress Incr YES WB 0.38 Horz(TL) 0.15 1 n/a
BCDL 1ode FBC2001 Matrix) 1st LC LL Min I/defl = 240 Weight: 205 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-10-3 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-1-7 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS. 1 Row at midpt D-M, G-M
REACTIONS (lb/size) B=1653/0-8-0, 1=1653/0-8-0
Max Horz B=170(load case 4)
Max UpliftB=-352(load case 4), 1=-352(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD A-13=22, B-C=-3307, C-D=-3025, D-E=-2115, F-G=-2115, G-H=-3025, H-1=-3307, I-J=22, E-F=-1965
BOT CHORD 8-0=2956, N-0=2434, M-N=2434, L-M=2434, K-L=2434, I-K=2956
WEBS C-O=-363, D-0=577, G-K=577, H-K=-363, E-M=579, F-M=579, D-M= 726, G-M 726
NOTES (5)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33.
3) Provide adequate drainage to prevent water ponding.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 352 lb uplift at joint B and 352 lb uplift at joint I.
5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted.
Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does
not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility
for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for
administrative purposes only and are not part of the review or certification of the truss designer.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899
Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1 F
VUU uss I russ I ypQ- Qty Ply Centex-Orlando/1928-B & C/jsk/4-17-3
53906899 Ti COMMON 17 1
Job Reference (optional)
Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:34 2003 Page 1
1-0-Q 7-8-11 13-8-1 20-0-0 26-3-15 32-3-5 40 0 0 41 O 0
1-0-0 7-8-11 5-11-5 6-3-15 6-3-15 5-11-5 7-8-11 1-0-0
Scale = 1:67.
5.00 12
5x6 =
E
5x8
5x8 J
D F
20 O 20
C W W2 W2 3
C'
4 W
CIA
B H
o Ia
3x7 =
N M L K J
3x7 —
3x6 = 3x8 3x8 = 3x8 = 3x6 =
10-3-14 20-0-0 29-8-2 40-0-0
10-3-14 9-8-2 9-8-2 10-3-14
Plate Offsets X,Y : D:0-4-0,0-3-0 , F:0-4-0,0-3-0
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL ' 20.0 Plates Increase 1.25 TC 0.67 Vert(LL) 0.20 L 999 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.89 Vert(TL) 0.49 H-J 960
BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.15 H n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 240 Weight: 195 lb
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) B=1653/0-8-0, H=1653/0-8=0
Max Horz B==178(load case 5)
Max UpliftB=-360(load case 4), H=-360(load case 5)
BRACING
TOP CHORD Sheathed or 2-10-2 oc purlins.
BOT CHORD Rigid ceiling directly applied or 7-11-5 oc bracing.
WEBS 1 Row at midpt D-L, F-L
FORCES (lb) - First Load Case Only ,
TOP CHORD A-13=22, B-C=-8306, C-D= 3026, D-E=-2113, E-F=-2113, F-G=-3026, G-H=-3306, H-1=22
BOT CHORD B-N=2955, M-N=2436, L-M=2436, K-L=2436, J-K=2436, H-J=2955
WEBS C-N=-360, D-N=574, D-L=-737, E-L=1164, F-L=-737, F-J=574, G-J=-360
NOTES (4)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure 8; enclosed;MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding.360 lb uplift at joint B and 360 lb uplift at joint H.
4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted.
Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does
not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility
for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for
administrative purposes only and are not part of the review or certification of the truss designer.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899
Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899T1
Job Tru&
53906899 ICJ2'
s Truss Type Oty Ply Centex-Orlando/1928-B & C/,isk/4-17
JACK ,-;_
r ,4
2 1
Job Reference o tional
lducts,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:3
n
LOADING (psf) SPACING 2-0-0
TCLL 20.0 Plates Increase 1.25
TCDL 10.0 Lumber Increase 1'.25
BCLL 0.0 Rep Stress Incr YES
BCDL 10.0 Code FBC2001
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 4 SYP No.2
CSI
TC
BC
WB
Mat
1-10-3
rix)
x —
1-10-3
DEFL in (loc) I/defl
0.07 Vert(LL) n/a - n/a
0.02 Vert(TL) 0.01 A >999
0.00 Horz(TL) -0.00 C n/a
1 st LC LL Min I/defl = 240
BRACING
PLATES
TL20
Weight: 8 lb
3
4 2003 Page 1
Scale = 1:6.
GRIP
245/193
TOP CHORD Sheathed or 1-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) B=155/0-8-0, E=19/Mechanical, C=44/Mechanical
Max Horz B=47(load case 5)
Max UpliftB— 67(load case 4), C=-44(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD A-B=22, B-C=-30, C-D=-4
BOT CHORD B-E=0
NOTES (3)
1) Wind: ASCE 7-98 per FBC2001; 110mph; h=18ft; TCDL=6.Opsf; BCDL=6.Opsf;-occupancy category Il; exposure B; enclosed; MW FRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33.
2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint B and 44 lb uplift at joint C.
3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted.
Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does
not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheetfor
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit)
for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for
administrative purposes only and are not part of the review or certification of the truss designer.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899
Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899CJ2
I I UZ.0 i russ iype Qty, Ply Centex-Orlando/1928-8 & C/jsk/4-17-3
53906899 GE2 COMMON t 1
Job Reference (optional
Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:35 2003 Page 1
1-1-0-01 10-4-0 20-8-0 21-8-0
1,00 1040 1040 100
Scale = 1:36.
3x6 =
2x3 11 CB 2x3 11
F H
2x3 11 2x3 11
5.00 12 IE
20 11 20 11
D
T T
2x3 II 2x3 11
C
T T K
T T
T T
B L
M
jo
3x5 =
v U
3x5 =
2x3 11 2x3 11 2x3 11 - 3x6 = 20 11 2x3 11 2x3 11 2x3 11
2x3 11
7-4-0 20-8-0
7-4-0 13-4-0
Plate Offsets X;Y ; G:0-3-0,Ed e
LOADINJ20.0
SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TCLL Plates Increase 1.25 TC 0.33 Vert(LL) 0.08 V >999 TL20 245/193
TCDL Lumber Increase 1.25. BC 0.37 Vert(TL) -0.12 V >680
BCLL Rep Stress Incr YES WB 0.67 Horz(TL) .0.00 L n/a
BCDL Code FBC2001 Matrix) 1st LC LL Min I/defl = 240 Weight: 96 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2 X 4 SYP No.3
REACTIONS (lb/size) B=364/0-8-0, L=228/13-4-0, S=-280/13-4-0, T=638/13-4-0, Q=113/13-4-0, P=177/13-4-0, 0=123/13-4-0, N=253/13-4-0
Max Horz B=100(load case 4)
Max UpliftB=-123(load case 4), L= 71(load case 5), S=-285(load case 6), T=-224(load case 4), P=-70(load case 5), 0=-47(load case 5),
N=-79(load case 5)
Max GravB=364(load case 1), L=228(load case 1), S=124(load case 4), T=639(load case 6), Q=124(load case 7), P=177(load case 1),
0=123(load case 7), N=254(load case 7)
FORCES (lb) - First Load Case Only
TOP CHORD A-B=22, B-C=-185, C-D=-125, D-E=-100; E-F=-184, F-G=-117, G-H=-134, H-I'=-145, 1-J=-142, J-K=-151, K-L=-159, L-M=21
BOT CHORD B-V=111, U-V=111, T-U=111,`S-T=111, R-S=111, Q-R=111, P-Q=111, O-P=111, N-0=111, L-N=l 11
WEBS F-S=53, E-T=-338, D-U= 45, C-V=-51, H-Q=-91, I-P=-130, J-O=-97, K-N=-180
NOTES (6)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B;enclosed;MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33.
3) Truss designed for wind loads in the plane of the truss only.
4) Gable studs spaced at 2-0-0 oc.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint B, 71 lb uplift at joint L, 285 lb uplift at
joint S, 224 lb uplift at joint T, 70 lb uplift.at joint P, 47 lb uplift at joint O and 79 lb uplift at joint N.
6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered
at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on
this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing
required for the overall building design. Building. Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and. governing codes and ordinances. The truss
designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a
specific building. Any references to job names and locations are for administrative purposes only and are not part of
the review or certification of the truss designer.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899
Contractor/Job: 1928 B & C RF Date Req-04/24/2003 Draw No:53906899GE2
UVU I suss I russ i ype Qty Ply Centex-Orlando/1928-8 & C/jsk/4-17-3
53906899 T2
r
COMIVIONn 3_
2 1
Job Reference (optional)
Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:35 2003 Page 1
1-00 7-2-13 10-4-0 13-5-3 19-10-8
1-0-0 7-2-13 3-1-3 3-1-3 6-5-5
Scale = 1:34.
5x4 =
D
2x5 \\
5.00 12
2x5 -x
C E
2 w
F
B
Io
3x6 II
3x6 II C' -
8x10 =
W =
10-4-0 19-4-0 19-10 8
10-4-0 9-0-0 0-6-8
Plate Offsets X,Y : 8:0-0-2,0-5-13 , F:0-2-6,0-0-9 , F:0-6-14,0-2-3
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/
deflLWeight:
GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) 0.05 B-G 999 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.38 Vert(TL) -0.13 B-G 999
BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.02 F n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 240 lb
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 6 SYP No.2
WEBS 2 X 4 SYP No.3
WEDGE
Right: 2 X 6 SYP N6.2
REACTIONS (lb/size) B=851/0-8-0, F=766/0-8-0
Max Horz B=111(load case 4)
Max UpliftB=-215(load case 4), F=-137(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD A-B=26, B-C=-1362, C-D= 1054, D-E=-1049, E-F=-1308
BOT CHORD B-G=1179, F-G=1107
WEBS C-G=-352, D-G=677, E-G=-255
BRACING
TOP CHORD Sheathed or 5-1-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES (6)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right'exposed;Lumber DOL=1.60 plate grip DOL=1.33.
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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 215 lb uplift at joint B and 137 lb uplift at joint F.
5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) F.
6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered
at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on
this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing
required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss
designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a
specific building. Any references to job names and locations are for administrative purposes only and are not part of
the review or certification of the truss designer.
LOAD CASE(S) Standard
Customer No: 11045, Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899
Contractor/Job: 1928 B & C RF Date Reg04/24/2003 Draw No53906899T2
Job Truss Truss Type
53906899 CJ3
Universal Forest Proclucts,Inc., Burlington, NC 27215, Jeff Kerr
Qty Ply Centex-Orlando/1928-B & Cfjsk/4"
4 1
Job Reference (optional)
5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:2
3
i6 2003 Page 1
Scale = 1:7.
LOADING (psf) SPACING 2-0-0
TCLL 20.0 Plates Increase 1.25
TCDL 10.0 Lumber Increase 1.25
BCLL 0.0 Rep Stress, Incr YES
BCDL 10.0 Code FBC200.1
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 4 SYP No.2
axa — 2-10-3 2,11-11
2-10-3 0-1-8
CSI DEFL in loc) I/defl PLATES GRIP
TC 0.10 Vert(LL) n/a n/a TL20 245/193
BC 0.03 Vert(TL) 0.01 A >999
WB 0.00 Horz(TL) -0.00 C n/a
Matrix) 1st LC LL Min I/defl = 240 Weight: 11 lb
BRACING
TOP CHORD Sheathed or 2-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) C=57/Mechanical, B=204/0-8-0, D=26/Mechanical
Max Horz B=63(load case 5)
Max UpliftC=-52(load case 5), B=-80(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD A-13=22, B-C=-43
BOT CHORD B-D=0
NOTES (3)
1) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category Il; exposure B; enclosed;MWFRS gable.end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33.
2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint C and 80 lb uplift at joint B.
3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and "centered at joints unless otherwise noted.
Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does
not replace erection and permanent bracing required for -the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility
for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job games and locations are for
administrative purposes only and are not part of the review or certification of the truss designer.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No:53906899
Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899CJ3
Job Truss Truss Type
53906899 GE3 COMMt0N
Universal Forest Pro8ucts,lric., Burlington, NC 27215 Jef
Qty Ply Centex-Orlando/1928-B & Cfjsl
1 1
Job Reference o tional
s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 1
17-3
1-0-0
1-0-0 4-8-0
3x4 =
D
9-4-0
4-8-0
3x4 = - 3x4 =
6-1-8
1-0-0
Scale = 1:1
LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/dell PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) 0.02 F-H >999 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.17 Vert(TL) -0.03 F-H >999
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.01 F n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 240 Weight: 36 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2 X 4 SYP No.3
REACTIONS (lb/size) B=443/2-0-0, F=417/3-2-8
Max Horz B=-55(load case 5)
Max UpliftB=-137(load case 4), F=-121(load case 5)
FORCES (lb) - First toad Case Only
TOP CHORD A-B=22, B-C=-562, C-D=-452, D-E=-448, E-F=-553, F-G=21
BOT CHORD B-1=462, H-1=462, F-H=462
WEBS C-1=72, E-H=52
NOTES (6)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33.
3) Truss designed for wind loads in the plane of the truss only.
4) Gable studs spaced at 2-0-0 oc.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 137 lb uplift at joint B and 121 lb uplift at joint F.
6) Truss shall be fabricated per ANS I/TP 11-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted.
Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does
not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility
for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for
administrative purposes only and are not part of the review or certification of the truss designer.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899
Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899GE3
53906899 IEJ4
Type
Burlington, NC 27215, Jeff Kerr
Qty Ply Centex -Orland
8 1
Job Reference
5.000 s Feb 20 2003 MiTek Industries, In
7-3
22 16:26:
Scale = 1
LOADING (psf) SPACING 2-0-0
TCLL 20.0 Plates Increase 1.25
TCDL 10.0 Lumber Increase 1.25
BCLL 0.0 Rep Stress Incr YES
BCDL 10.0 Code FBC2001
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 4 SYP No.2
3-10-8 0-1-8
CSI70.06Vert(TL)
EFL in loc) I/defl PLATES GRIP
TC ert(LL) n/a n/a TL20 245/193
BC 0.02 A >762
WBorz(TL) 0.00 C n/a
Matrt LC LL Min I/deft = 240 Weight: 14 lb
BRACING
TOP CHORD Sheathed or 4-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) C=93/Mechanical, B=239/0-8-0, D=36/Mechanical
Max..Horz B=82(load case 5)
Max UpliftC=-74(load case 5), B=-73(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD A-13=22, B-C=30
BOT CHORD B-D=0
NOTES (3)
1) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33.
2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 lb uplift at joint C and 73 lb uplift at joint B.
3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted.
Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does
not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility
for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for
administrative purposes only and are not part of the review or certification of the truss designer.
LOAD CASE(S) Standard
Customer NO: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899
Contractor/Job: 1928 B & C RF Date Req:04/24/2003, Draw No:53906899EJ4
Joben
Truss Truss Type Qty Ply Centex-Orlando/1928-B & Cfjsk/4-17-3
53906899 EJ4A JACK ,7
Job Reference o tional
Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:37 2003 Page 1
Scale = 1
3x4 — 3-10-8
3-10-8
4-0-P
0-1-8
LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.18 Vert(LL) n/a n/a TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.01 A-C >999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 B n/a
BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 240 Weight: 13 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) A=144/0-8-0, B=108/Mechanical, C=36/Mechanical
Max Horz A=75(load case 5)
Max UpliftA=-20(load case 5), B=-76(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD A-13=36
BOT CHORD A-C=0
NOTES (3)
1) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33.
2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint A and 76 lb uplift at joint B.
3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted.
Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does
not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilitl
for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for
administrative purposes only and are not part of the review or certification of the truss designer.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899
Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899EJ4A
539:0689]9:::'
Truss Type Qty Ply Centex-Orlando/1928-B &
ENDJACK TRUSS 1 1
Job Reference (optional)
Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003.MiTek Industries, Inc. Tue Apr
i -o-u 5-7-2
1-5-0 5-7-2
3.54 F12
T1
B
E
B1
14-17-3
3:26:37 2003 Pagel
C
Scale = 1: 1.
C
3x4 =
LOADING (psf) SPACING 2-0-0 CS' DEFL in loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) 0.07 B-D >897 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.43 Vert(TL) 0.12 A >177
BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 C n/a.
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 240 Weight: 19 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-7-2 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 6=212/0-11-5, D=202/Mechanical, C=-17/Mechanical
Max Horz B=73(load case 2)
Max UpliftB=-166(load case 2), D=-62(load case 3), C=-90(load case 2)
Max GravB=212(load case 1), D=202(load case 1), C=81(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD A-E=18, B-E=18, B-C=-5
BOT CHORD B-D=0
NOTES (3)
1) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33.
2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 166 lb uplift at joint B, 62 lb uplift at joint D and 90 lb uplift at
joint C.
3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted.
Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does
not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility
for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for
administrative purposes only and are not part of the review or certification of the truss designer.
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: A-E=-60.0
Trapezoidal Loads (plf)
Vert: B=-6.8-to-D=-113.1
3Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899
Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899HJ4
J
Job Truss Truss Type
53906899 CJ5 JACK
Uty Fly Centex-Urlando/
4 1
Job Reference c
s Feb 20 2003 MiTek Industries, Inc.
3
37 2003 Page 1
I
i
3x4 = 4-10-3 4-11-,11
4-10-3 0-1-8
LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) n/a n/a TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.05 A >354
BCLL 0.0 Rep Stress Incr r YES WB 0.00 Horz(TL) -0.00 C n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well = 240 Weight: 17 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-11-11 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) C=126/Mechanical, B=275/0-8-0, D=46/Mechanical
Max Horz B=100(load case 5)
Max UpliftC=-94(load case 5),•B=-69(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD A-B=22, B-C=41
BOT CHORD B-D=0
NOTES (3)
1) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33.
2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint C and 69 lb uplift at joint B.
3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted.
Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does
not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility
for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for
administrative purposes only and are not part of the review or certification of the truss designer.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899
Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899CJ5
Job Truss Truss Type Qty
7PlyCentex-
Orlando/I928-B & CfjSk/4-17-3
539068999 EJ7 JACK 14
Reference (optional)
Universal Forest Products,l'nc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:38 2003 Page 1
1-0-0 7-0-0
1 n_n
3x4 =
1 6-10-8
LOADING (psf). SPACING 2-0-0
TCLL 20.0 Plates Increase 1.25
TCDL 10.0 Lumber Increase 1.25
BCLL 0.0 Rep Stress Incr YES
BCDL 10.0 Code FBC2001
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 4 SYP No.2
CSI DEFL in (loc) I/dell PLATES
TC 0.55 Vert(LL) n/a - n/a TL20
BC 0.20 Vert(TL) 0.17 A '>93
WB 0.00 Horz(TL) -0.00 C, n/a
Matrix) 1st LC LL Min I/deft = 240 Weight: 23 lb
REACTIONS (lb/size) C=190/Mechanical, B=352/0-8-0, D=66/Mechanical
Max Horz B=137(load case 5)
Max UpliftC=-135(load case 5), B=-62(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD A-13=22, B-C=61
BOT CHORD B-D=0
BRACING
Scale = 1:1;
0-1-8
GRIP
245/193
TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES (3)
1) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33.
2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 lb uplift at joint C and 62 lb uplift at joint B.
3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted.
Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does
not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility
for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for
administrative purposes only and are not part of the review or certification of the truss designer.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899
Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899EJ7
7Truss Type
ENDJACK TRUSS'
C/jsk/4-17-3
53906899 HJ7
Universal Forest Prod1
1-5-0
B
H
Inc.,
3x4 =
LOADING (psf) SPACING 2-0-0
TCLL 20.0 Plates Increase 1.25
TCDL 10.0 Lumber Increase 1.25
BCLL 0.0 Rep Stress Incr . NO
BCDL 10.0 Code FBC2001
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SYP No.3
5-8-7
5-8-7
CSI
TC 0.37
BC 0.39
W B 0.26
Matrix)
Oty Ply Ce
Jot
5.000 s Feb 20 2003 MiTek II
3.54 12
1
3x4
c i
W2
G
2x3 II
Reference (optional)
Justries, Inc. Tue Apr 22 16:26:38
9-10-1
4-1-10
W1
9-10-1
Scale - 1:11
D F
F E
20
DEFL in loc) I/deft PLATES GRIP
Vert(LL) 0.02 F-G 999 TL20 245/193
Vert(TL) 0.06 F-G 999
Horz(TL) 0.01 E n/a
1st LC LL Min I/defl = 240 Weight: 40 lb
BRACING
TOP CHORD Sheathed or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) B=428/0-11-5, E=403/Mechanical, D=222/Mechanical
Max Horz B=163(load case 4)
Max UpliftB— 194(load case 2), E=-36(load case 3), D=-148(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD A-H=18, B-H=18, B-C=-842, C-D=46
BOT CHORD B-G=781, F-G=781, E-F=0
WEBS C-G=169, C-F=-857
NOTES (3)
1) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category ll; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33.
2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 194 lb uplift at joint B, 36 lb uplift at joint E and 148 lb uplift
at joint D.
3) Truss shall be fabricated per ANSI/T'PI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted.
Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does
not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for
conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility
for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for
administrative purposes only and are not part of the review or certification of the truss designer.
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: A-H=-60.0
Trapezoidal Loads (plf)
Vert: B=-1.7-to-E=-49.5, H=-0.0-to-D=-148.5
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899
Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899HJ7
Pa
Q
tom. z J x
Q
N
171
Jry
I- P
X
N >-- .
14- Pq N
416-&
eooa
14'
6' 7' 6'
4' 4'
cei ng
F ahu
Must have a minimum cle rance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 insulation value.
W
0
X
m
W
z o
LJ Pq
Rating
z
J .O Z) rg
ONE BY WOOD
BUCK BY OTHERS
CAULK BETWEEN
WINDOW FLANGE --
L WOOD BUCK
STUCCO J
BY OTHERS
PERIMETER
CAULK
BY OTHERS
RIGID VINYL
GLAZING BEAD
W H. (TYP.)
WI DOW
HEIGHT)
CAULK BETWEEN WINDOW
FLANGE & PRECAST SILL
W/ VULKEM 116 ADHESIVE
CAULK, OR APRV'D. EQL.
PERIMETER,
CAULK
BY OTHERS
CONCRETE OR
MASONRY OPENING
BY OTHERS
A
CAULK BETWEEN B.W. _ -
WOOD BUCK & (BUCK WIDTH)
MAS-Y. OPENING INSTALLATION ANCHOR
BY OTHERS 3/16' DIA..TAPCONONE .BY WOOD .
BUCK BY OTHERS
1-1/4' MIN.
EMBEDMENT
SHIM AS
MAX.
REQ'D.
RIGID VINYL (SEE NOTES).
GLAZING BEAD
INSTALLATION ANCHOR (
T.YPJ
3/16' DIA. TAPCON
1-1/4' MIN.
EMBEDMENT
C>
STUCCO
BY OTHERS
SHIM AS REQ'D. ---0-----
1/4' MAX. ` GLASS
SEE NOTES) (TYP.)(SEE NOTES)
FLANGE TYPE
FLANGE TYPE WINDOW FRAME
WINDOW FRAME- JAMB CAULK BETWEEN
HEADER WINDOW FLANGE
o
WOOD BUCK
PERIMETER
CAULK
GLASSY OTHERS
TYP.).(SEE NOTES)
W.W.ww
WINDOW WIDTH)
B.H.
BUCK CAULK BETW'=EN
HEIGHT) WOOD BUCK `>
MAS'Y. - OPENING
BY OTHERS
SECTION B-B
FLANGE TYPE CONCRETE OR
WINDOW. FRAME MASONRY OPENING
y
SILL BY OTHERS
d
W.W. 1144
PRECAST SILL a
a A ' BY OTHERS
A B C
NOTES: SECTION A -A ,• ,
1) SHIMAS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM
STACK TO BE 1/4". D E 2)
WINDOW FRAME MATERIAL_ ALUMINUM ALLOY 6063. 3)
INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN.
EMBEDMENT OF 1-1/4 INTO MASONRY OR CONCRETE. /. y
4)
USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEADi' JAMBS.
SILL MUST BE ATTACHED TO THE SUBSTRATE WITH B K B 0CT' VULKEM
116 ADHESIVE CAULK OR APPROVED EQUAL. Ilk 5)
USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H. EXTERIOR
OF WINDOW FLANGE F G . 6)
IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE t ANCHOR
QUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE j -
APPROPRIATEDESIGNPRESSUREREO'D.. / + 7)
GLASS THICKNESS MAY VARY PER THE REQUIREMENTS- OF ASTM Q dad E1300GLASSCHARTSH - .
TAPCON
LOCATION CHART CALL
BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30PSF
TO 40PSF 41 PSF TO 70PSF 30PsF TO 40PSF 41 PSF TO 70PSF SIZESIZE12
18 1/8 x 25 8 B F.G F,
G F,
G F,
G 13
18 1/8 x 37 3/8 8 8 B
F,G F.G 14
18 1/8 X 49 5/8 8 F,
G F,G , t45
t8 1/8 x 55 1/4 B B F'
G F,G 15
18 1/8 X 62 71
8
8
8
8
F.G F,G.H,I 16
18 1/8 x B
F,G F. 17
18 118 X 83 B B
F,G F, F,G 1H2
25 1/2 X 25 8 B
B F.G F, G IH3
25 1/2 X 37 3/8 B
8 F.G F•G,H,i 1H4
25 1/2 X 49 5/8 B
F,G F,G,H.I iH45
25 1/2 X 55 1/4 8 8
F.G F,G,H,I IH5
25 1/2 x 62 B 8
F,G F,G,H,1 1
H6 25 1/2 X 71 B B
f,G,J,K F,G.J.K iH7
25 1/2 X 83 8 30
1/2 x 26 29 1/2 X 25 B 8 8
F,G F.G 30
1/2 x 38 3/8 29 1/2 X 37 3/8 B 8
F.G f,G.HI 30
1/2 x 50 5/8 29 1/2 X 49 5/8 B 8
F,G F.G.H.1 30
1/2 x 56 1/4 29 1/2 X 55 1/4 8 B
F.G F,G,H.I 30
1/2 x 53 29 i/2 X 62 B 8
B F.G,H;I F,G,H.1 30
1/2 x 72 29 1/2 X 71 B
8 F.G.J.K F,G,J K 30
1 2 x 84 29 1/2 X 83 6
22
36 X 25 37
3/8 B
F,
G F.G 23
36 x 8
B F,G F,G,H,I 24
36 X 49 5/8 B
8 F,G F•G•H•1 245
36 x 55 1/4 B
B F G 1{ 1 F.G•H,f 25
36 X 62 36
X 71 B B F,G,H.1 O.E,F,G,H,1 26
27
36 X 83 B B F,G,J,K F.,G,H,I,J,K 42
x 26 4 XX 25 B B
6
B
F,G F.G,H.t 42
x 38 3/8 41 X 37 3/8 B
8 F,G F,G.H,1 42
x 50 5/8 41 X 49 5/8 B
B F,G.H.1 F.G,H,I 42
x 56 1/4 41 -X 55 1/4 8
B F,G,H,I U,E,F,G.,H,i 42
x 63 41 X, 62 B
B F.G.H.1 D,E,F,G,H,1 42
x 72 41 X 71 41
X 83 8 B F,G,J.K F,G.H.IAK 42
x 84 47
X 25 B A C F,G F.
G F,G.H.1 48x2648
x 38 3/8 47 x 37 3/8 B B
A,
C F,
G A,C F,
G.H,i 48
x 50 5/8 47 X 49 5/8 B
A.0 F,G,H,1 F,G•H,1 48
x 56 1/4 47 x 55 1/4 B
A.0 F,G,H,1 D.,E,F;G.H.i 48
x 63 47 x 62 47
X 71 B A.0 F,G.H.1 D,E.F,G,H,I 48
x 72 47
X 83 F. JK DEFGHIJK 48
x 84 52
t /8 X 25 B A.0 F.G F,
G H,1 3233
52 1/8 X 37 3/8 B A.0 ,H,
1 A,C F,G F.G.H.I. 34
52 1/8 X 49 5/8 8 A,
C, F.G,H,1 D.E.F.,G.H.I 345
52X 55 1/4 B A.C11/8 F.G,
H.1 D,E.F.G.H,I 35 52
1/8 X 62 52 1/
8 x 71 8 B
A,
C F,G,H,I 0.E,FK 3 52Wa
X 83 8 A,C F,G.J.K D.E,F,GA,J,K.J,K 377 37
SIZE
NOT AVAILABLE IN 1000 OR t 500 SERIES 8) LETTER
DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATEa WHERE TAPCON
ANCHORS ARE TO BE INSTALLED WHEN USING THE s INTERNATIONAL,
INC EXTERIOR ELEVATION
AS A KEY_ ` FFLORIDA EXTRUDER SANFORD, FLORIDA 9) ALLFACTORYAPPLIEDHOLESNOTDESIGNATEDFORTAPCONANCHORSHOULDBEFILLEDWITH #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE
MIN. 5/8 IN_ EMBEDMENT INTO WOOD BUCK. ALLATION DETAIL 10) FLORIDAEXTRUDERS1.000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT .ALSO.
APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 cGL HUNG FLANGE w I NDOwS - SERIES 1000 1500 & 2000 SERIES SINGLE
HUNGS: E L E VAT I t 1) .
WHERE WINDOW IS INSTALLED IN -MASONRY OPENING WITH A STRUCTUAL TWO
BY WOOD BUCK, USE #10 SCREWS OF SUFFICIENT LENGTH
TO . ACHIEVE 1-3/8- MIN. EMBEDMENT AT VIEWED FROM EXTERIOR ALL INSTALLATION
FASTENER LOCATIONS. DRAWN BY:
B B APPROVED BY: DATE: I
O/O9/O l SCALE: NT S DWG.: FLEXOO l 6 o..- onnerr
x. eoo„-nTnii" cnaPua FRING. INC.: 250 WTERNATIONAL PKY., SUITE 250. HEATHROW. FLORIDA:. FAX 407
805-0366 32746--'PHONE407805—E1365
X 2 X r./ . NCOS.H.
f y
UtBE WILL! T--- iAr P C`t .?
X _SrL`
s MULLION
Tp p N J> c
r 1 0 i N_
TUB 11UL! 100NN"
1L
x - x 3i8 .
i:1.
rtM
I
RS X 1/2SELF SEALANT
BETWEEN WINDOW
FLANGES MULLION
8
X I-1/2 SELF FA.
PPING SMS S'
EQ T i3ON A --A J " 1
X X I/8 TUIrE
M !LLTO v JAMS :
TYr.1 t i.....
it SEALANT
BETWEEN WINDOW
FLANGES BULLION
X -+/.
2 SELF." TAPPING
SMS I000
S.H. - JAM3
C'YR.) y
V X 1/ 2 SE_c TAPPING
SMS JAMB
C T YP,i 8
X 1-1/2 SEL- SE
A.LAti s Si4S WINDO-
W FLANGES MULUDIN
TAFPiI
G SMS X
4 X :3/8 NT,,
t SEALAN !
F;E T .wEEN WINDOW
DOWF_ANC=,S S,
pMULLIDN TAIL -
Y
31:'
CK BY OTHERSrONCRE.. \ T_ OR MA,SONRY tTHFE
S SC
i .
Jr:'A.__ il: 'L_ii V 1 CJ!1i CL I%
rPPi IES t a t5C iLL ='tL X. i.
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y_-X , 2 1! it Yt V L.L a.t ? the i.i L l; . i
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CAS T S1L_ B 0THEKJ I
1R
A.DD T IONAL ANCHORS. WEE N RE QUIRED) i
1 i
i 1 0 f 1
Ilo
0 r
o. "
rc! _ —boo %[c UIN I i S
NS : T YP„ ! iT! t I O X
i/2 SELF ( \;j`_V'1EtiJ[vR I C,vN: E TAPPING
SMS — _. ___ - --- INTERNATIONAL INC 5_
ALAN i E E T I_Ej 4WIN:)9V r L a.l S b",
LLIDN 48
X I`S 1/2 EL , TAPPING .
SMS sED , ^/h 2
FLORLDA
EXTRUDERS SANFORD, FLORIDA TITLE:
SFR: 1000/ i V F LANGic- SHE T 1 OF c Sc_
F O TNr R c i DE t S;-iFFT 2. OF ?) FQR u
S T (,[v PRESS RF r-APAC 1 T i FS DRAWN
BY: S' APPROVED BY: r
r•
mr.+_' !- f ,'l Q!T'AT 11. t!.! f` T1W!•' \7!.4 I (. :
i
U
m/nc rAoA/'//IC`Z x
F_ 1 CAPACITY CAPACIT:i: I I ;:
i !:3 - . t-A-PACITYAPCITY 1 CAPACITY CAPACITY CAPACITY CAPACITY
WINDOW WINDOW 1/8 1 X2X3/8
MULLiTUBE
1 1 X2X,3
MULLITUBEI TUBE MULL i TUBE MULL! MULL TU BE MULL TUBE MU.LL'TUB E MULL 'TUBE MULL6ANCHORS4ANCHORS
TUBE MULL TUBE MULL
6 ANCHORS 6 ANC HORSH
CALL
SIZE
t BETIP -TO TIP TU13E MULL:TUBE MULL JU
SIZE 2 ANCHORS 4 ANCHORS ; 3 A
4 ANCHORS
SECT. A-A(l) SECT. A A(2) SECT. A A7
11187.72
740.20
539.12
152.75
3.03
365.75
16
64.27
294.03
19
618.52
1399.53
1217
40.6
245
27 156.97
1149.02 1231.01
110.51
AL, INCINTERNATIONAL, INC
FLORIDA EXTRUDERS FLORIDASANFORD, FLORIDA
MULLION DESIGN PRESSURE CAPACITIES
SHEET 2 OF 2
NOTE: A) NUMBER OF ANCHORS NOTED FOR TAPCON DRAMN BY: APPROVED BY:
FASTENERS REQUIRED -AT.
8) DESIGN
EACH END.
SCALE: VMF PG 2
ANCHOR DOOR WIDTH 4- MAX. SHIM SPACE -
Two BY WOOD
INSTALLATION ANCHOR
8 SCREWINSTALLATION
8 SCREW 1-1/8 MIN. BY THERS Tw1 BY VOD1. D
EMBEDMENT BY OTHERS:
TWO BY WOOD SLIDING GLASS
BY OTHERS BOOR FRAME CAULK BETWEEN
JAMB HOOK STRIP &
SHEATHING
SLIDING GLASS_ DOOR
HOOK STRIP
SHIM AS REO'D.
1/4' MAX. SEE NOTES>
SHIM SPACE
TEMPERED GLASS
STUCCO U_N
cTYP
CAULK BETWEEN
OR SIDING DOOR FLANGE
BY OTHERS & SHEATHING
SLIDING GLASS
DOOR FRAME
HEAD SHEATHINGPERIMETER
CAULK BY BY .OTHERS
i OTHERS SHEATHING
PERIMETER BY OTHERS
CAULK BY TEMPERED GLASS
OTHERS STUCCO (TYP.) STUCCO OR SIDING
TEMPERED
GLASS (TYP.)
R SIDING BY OTHERS
r ,^
v
BY OTHERS SLIDING GLASS DOOR
n F INTERLOCKT. ' ^ I a
R DOOR
Ml r r: Z`; HEIGHT SECTION B-B HOOK STRIP DETAIL
A
NOTE
13 DOOR MATERIAL- ALUMINUM ALLOY 6063.
2) #8 INSTALLATION SCREWS MUST BE OF SUFFICIENT. LENGTH TO ACHIEVE MIN. EMBEDMENT
OF 1-1/8' INTO WOOD. TAPCDN TYPE INSTALLATION ANCHORS AT SILL MUST BE OF
SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-I/4' INTO MASONRY OR CONCRETE.
3) 'INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET.
4) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD JAMBS. -
5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR.
SLIDING GLASS /
6) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT
DOOR FRAME
LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. IG
7) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE & CONFIGURATION TO FINISHED OPENING..
SILL B B PLACE INSTALLATION ANCHORS, IN FRONT OF HOOK.STRIP AS SHOWN.
8) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300 GLASS CHARTS- 9i DOOR UNIT 1;, APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS.
p 10) JAMB /. SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER.
11) `"SHIM AS REO'D. AT EA. SET OF INSTALLATION ANCHORS. MAX. ALLOWABLE SHIM STACK TO BE 1/4'.
12> ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS
A 13) WHERE 'x' REPRESENTS MOVING PANEL AND '0' REPRESENTS FIXED PANEL APPROVEDIL
C \ / / T
CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET.
THIS -
EXTERIOR _ L / ri"T 1 D
la) ON
SECTIONS 'T ALL
A -A', L HOOK
LISTEDSTRIPABOVEDETAILAPPLYNTO INSTALLATION GOF ALL VAPPROVEDERINSTALLATION
p -
EMBEDMENT CONFIGURATIONS.
a
d c 1-1/4' MIN. 15) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO
2 PANEL DOOR SHOWN 2000 SERIES AND 500 SERIES.
p
REV DESCRIPTION DATE IN EXTRUDERS
LIBERALLY APPLY LURI INT. INC.. $ANFORD FL.
CAULKING UNDER SILL
s OR SET SILL IN BED INSTALLATION ANCHOR
OFCONCRETE 3/T6' .DIA. TAPCDN TITLE: SLIDING GLASS DOOR SECTION
A -A INSTALLATION WITH #8 SCREWS c
DRAWN
BY: BB APPROVED BY: 2
ATE: 12/17/01 SCALE: NTS DWG #FLEX0027 SR7 iJOF f ..
c sT.,onv n Herne I».A ain_an5_mx5 PAX 007-805=0366
8 SCREW INSTAL.L_ATION ANCHOR CHART
NOMINAL DOOR QUANTITIES IN HEAD & SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP
DOOR
SIZE AND SIZE UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 6I PSF TO UP TO 46 PSF TO 61 PSF TO
CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF
4068 XX, OX, XO 48 X 80 6 6 6 8 8 8 4 4 4
5068 XX, OX, XO 60 X 80 6 6 6 8 8 8 4 4 4
6068 XX, OX, XO 72 X 80 8 8 8 8 8 8 4 4 4
8068 XX, x, xO 96 X 80 10 10 10 8 8 8 4 4 4
10068 Xx, OX XO 120 X 80 12 12 12 8 8 8 4 4 4
5:
5080 XX, OX. X 60 X 96 6 6 6 10 10 10 5 5
6080 XX, OX, XO 72. X 96 8 8 8 10 10 10 5 5 5
8080 xx, OX, XO 96 X 96 10 10 10 10 10 10 5 5 5.
10080 XX OX XO 120 X 96 ' 12 12 I2 10 10 10 5- 5 5
50100 xX, x, xO 60 X 120 6 6 6 12 12 12 6 6 6
60100 XX, X, XO 72 X 120 8 8 8 12 12 12 6 6 7
80100 Xx X x 96 X 120 10 to 10 12 12 12 6 7 8
9069 OXO 109 1/8 X 80 12 12 12 8 8 8 4 4 4
12068 X 145 1/8 X 80 ' 14, 14 14 8 8 8 4 4 4 _
15068 OXO 181 1/8 X 80 167: 16 16 8 8 8 4 4 4
9080 xO 109 1/8 X 96 12 12 12 10 10 10 5 5 5
12080 OXO 145 1/8 X 96 14 14 14 10 10 10 5 5 5
15080 OXO 181 1/8 X_ 96 16 16 16 10 10 10 5 5 5
90100 OXO 109 1/8 X 120 12 12 12 12 12 12 5 7 8
120100 OXO 145 1/8- X 120 14 14 14 12 12 12 5 7 8
9068 XXX 106 5/8 X 80 12 ' 12 12 8 8 8 4 4 4
12066 XXX 142 5/8 X 80 14 14 14 8 8 8 4 4 4
15068 XXX 178 5/8 X 80 16 16 16 8 8 1 8 4 4 4
9080 XXX 106 5/8 X 96 12 12 12 10 10 10 5 5 5
12080 XXX 142 5/8 X 96 14 14 14 10 10 10 5 5 5
15080 XXX 178 5/8 X 96 16 16 1 16 10 10 10 5 5' 5
90100 XXX . 106 5/8 X 120 12 12 12 12 12 12 6 7 8
120'100 XXX 142 5/8 X 120 14 14 14 12 12 12 6 7 8
10068 OXXO 119 5/8 X 80 12 12 12 8 8 8 4 4 4
12068 OXXO- 143 5/8 X 80 14 14 14 8 8 8 4 4 4
16068 OxxO 191 5/8 X 80 18 18 18 8 8 8 4 4 4
10080 XXO 119 b/8 X 96 12 12 12 10 10 I
12080 OXXO 143 5/8 X 96 14 14 14 10 10 1.0 5 5 5
16080 OXXO 191 5/8 X 96 18 18 18 10 10 10 5 5
100100 OXXO 119 5/8 X 120 12 12 12 12 12 12 6 7 8
12010Q OXXO 143 5/8 X 120 14 14 14.- 12 12 12 6 7 8
160100 OXX 191 5/8 X 120 18 18 19 12 12 12 6 7 8
10068 XXXX 11 1/4 X 12. 12 12 8 4 4 4:
12068 XXXX 141 1/4 X 80 14 14 14 8 8 8 4 4 4
16068 XXXX 189 1/4 X 80 16 16 16 8 8 8 4 4 4
10080 XXXX 11 1/4 X 96 12 12 12 10 10 10 5 5 5
12080 XXXX 141- 1/4 X 96 14 14 14 10 10 10 5 5 5
16080 XXX-X 189 1/4 X 96 16 16 16 10 10 10 5 5 5
100100 XXXX 117 1/4 X 120 12 12 12 12 12 12 5 7 8
120100 XXXX 141 1/4 X 120 14 14 14 12 12 12 5 7 - 8
160100 'XXXX 189 1/4 X 120 16 16 19 12 12 12 5 7
ANCHOR NOTES .
12 FOR MASONRY OPENING V/TWO BY WOOD BUCK USE SAME ANCHOR. QUANTITIES.
r
FLO R I DA EXTRUDERS
INT. IN. SANFORD, 'FL.
TITLE: SLIDING GLASS DOOR
INSTALLATION WITH #8 SCREVS
ENGINEER: I DRN BB DATE, 12/21/01
DISCIPLINE:
CIVIL SCALE N.T.S. nQ FLEX0027
FL. REG- Na w -7, nn-7 REV.:LETTER: ISHEET,
VANGUARD/FOX & JACOB
I. DO NOT SCALE THESE DRAWINGS: WRITTEN DIMENSIONS AND NOTES
SHALL CONTROL. CONTACT THE FIELD MANAGER WITH ANY CONFLICTS
IN THE PLANS BEFORE BEOINNINO WORK.
2. ON -SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL
BE THE RESPONSIBILITY OF THE SUB -CONTRACTORS. EACH SUB -CONTRACTOR
SHALL REPORT TO THE FIELD MANAGER ANY DISCREPANCY OR OTHER
OUE5TION5 PERTAINING TO THE DRAWINGS AND/OR SPECIFICATIONS.
3. IT IS THE INTENT THAT THESE DRAWINGS BE IN CONFORMANCE WITH THE
2001 FLORIDA BUILDING CODE, AND ALL APPLICABLE LOCAL, CITY,
COUNTY, STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS
AND RESTRICTIVE COVENANTS GOVERNING THE SITE OF WORK.
4. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND
PERFORM ALL WORK NECESSARY, INDICATED, REASONABLY INFERRED OR
REQUIRED BY ANY CODE WITH rIURISDICTION TO COMPLETE THEIR SCOPE
OF WORK-
5. ALL 54"X22" AND 56"X24" PLANS ARE :DRAWN TO SCALE 1/4" = 1'-0",
EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE
DRAWN TO 115" = 1'-0". ALL I"IXII PLANS ARE DRAWN TO THE SCALE
1/5" = VO", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH
ARE DRAWN TO 1/1(o" = 1'-0". DESIGN
PARAMETERS BASIC
WIND SPEED = W MJIJ4. (FASTEST MILE) 110
MP.N. (3 SECOND GUST) WIND
IMPORTANCE FACTOR = 1.0 WIND
EXPOSURE CATEGORY = B APPLICABLE
INTERNAL PRESSURE COEFFICIENT t 0-18 INCLUDED
IN DESIGN WIND LOAD) DESIGN
WIND LOADS - WALLS = +22 , -18 PSF ROOFS -
20 , -20 PSF 30
PSF AT OVERHANGS) ORLANDO
DIVISION SHEET
INDEX SHEET
NO. SHEET NAME C -
COVER SHEET Al -
FOUNDATION PLAN, FOUNDATION DETAILS A2 -
FLOOR PLAN, INTERIOR ELEVATIONS A3 -
EXTERIOR ELEVATIONS, TRUSS LAYOUT A3.
1 - STRAPPING -SCHEDULE A4 -
ELECTRICAUHVAC PLAN, RISER DIAGRAMS A5 -
LINTEL DIAGRAM, LINTEL LOAD TABLES S1 -
STRUCTURAL DETAILS S2 -
STRUCTURAL DETAILS SP -
STRUCTURAL DETAILS FOR OPT. CVD. PORCH 1
1
1
i
VANGARD &
rets i n MAY 004 ENGINEEREDBY: Fox&JACoss ENGINEERING HomEs
H
LL
Ll.,
J
Q
I
w
0
O
designed
by ri drawn
by d— design d,
ed®d b; aww dew:
01-22-01 Sheet
C
of
DOZIM PATIO
n/ POOL Dec4Q
3 ' COHC. SLAB W ME
6 EVAPOR OVERTREATEDCOMPACTEDiY1_ C//
U I'
CRADE A
2
1 5 BARS ONOLITHIC
SLAB - CMU wJ
ONE STORY O3\
VE'RCONC. SLAB W FBFIOIE511 2X
MO. STUDS O 15' O.C. OAR
TREATFD ACTED FRL SARM
RATE W/ 7./T2.'BOI Aa 32-
O/C AND Nr 3Y O/C n _
i GRADE
2 /
5 BARS 1
MONOLITHIC SLAB - FRAME n
ONE
STORY 3\"
C6 MI 9.A8 W/FIBERMESH NON LOAD BRG. WALL O
6 TAIL VAPOR ARRIER 3 1/2" 1 5 REBAR CONT. OVER
TREATED COMPACTED FILL W/FlBERMESH , AIL OVER
6 MIL 1 / 5. REBAR CONT W/FI3 1/Y CONC. SLA VAPOR
BARRIER OVER 6 M L W 1 /
5 REBAR CONT. OVER TREATED OVER BARRIER FILL
OVER TREATED ,I > GRADE
COMPACTED FILL ' X' 8'
THICKENED
SLAB NON BEARING 1 DEPRESSED
SLAB Z
DEPRESSED SLAB ENTRY--
CONC. PATIOS NON BEARIM SHOWER NON BEARING O GARAGE 25"
MM.
LAP NZ,
TrR BAR MIN. LAP FbOK
5 B.AR _ 8xB LINTEL FILLED W 5
HORIZ. BAR (U•
5 Cl1M 41'
1
GMI
CONE. FILLED 1 TOP
COURSE VERTICAL REHAR W/
1 • 5 1
SEE PLAN CHAIR
13LOCK LB
LINTEL
BEAM REINFORCING SINGLE COURSE LINTEL CHAIR
BLOCK UNDER FRAME 3 A-1- ANCHORAGE
TAPCON: BLOCK
TO EXT. FRAE SHEAR STRENGTH MGON•
IECTION (TYP. SPACING) DETAIL
DENOTES PIPE PASSING
TNRAY. H STEM
WALL TAPCON:
3/16- 0 12- o.c. SLEEK
EXP.
BOLT: 1/2" 040' o.c. m 2 SIZE GROUTED
SOLID PIPE 1 SLE
EVE PIPE SLEEVEJ-BOLT: 1/2' 0 48" O.C. X TEST REPORT / 150-20068/ PROFESSIONAL
SERVICE INDUSTRIES,
I NC.SEE MFG. SPECS. FOR
BIT SIZES dl TECHNICAL INFORMATION
EXPANSION
BOLTS: t
I I
RAWLS PRODUCT
LOCATION EMBED IA. MIN. EDGE ALLOWABLE ALLOWABLE DEPTH
DISTANCE PULLOUT SHEAR RAWL-
BOLT GROUTED MASONRY2.5' 1/2" 1.5' 761 S. 1765 LDS. RAWL-
BOLT CONCRETE 3• 1 2- 2.5- 1831 LBS. 2537 LBS. DETAIL
DENOTE8 PIPE BE
PASSING TI-IROUC44 F-O R
THAN THROUGH -/-St BEE
FOUNDATION PLAN-, / I FORREBARQUANTITYY /' 5
MBAR WITHIN F-OOTAJCs i ' ' CONCRETE FOOTER W/
25" MIN. 5PLICE OVERLAP (SEE FOUNDATION PLAN FOR
SIZE) TYPICAL
FOOTING DETAIL n
MONOLITHIC FOUNDATION DETAILS MAXIMUM
SPACING F FILLED CELLS UcUI7=
CELLS THAT cm RES45T A TOO MPR LOAD DESIGN
WALL PRESSERE T = 22 PSF MAXIMUM
ALLOWABLE TENSION ON HOLLOW CORE UNITS IS
25 P.SI. - AC.1. SEN TABLE 93.1 SECTION
PROPERTIES 8' PARTIALLY F32OUTEO WALL =
95.43' tMASONARY STIdCTURES AC.IJ M =
n1'I /8, 5 = WL•LX12/ 8XT = 95.43 , 1 = I0.4 FT. USE
B'-O. HDRIZ_ SPACING - 9'-4" CEILING MAX (FS = I-V USE
6'-0'.HORIZ. SPACING - UT-O' TO 17-8' CEILING MAX USE
6'-0• HDRIZ. SPACING - t2'-8• TO I8' MUW. MAX 4 ADO
LINTEL W N •5 CONT. O 9'-4• W.T.,(N- B ) 1}
1K' STIat111RE HAS FW-R/ 7%115fm TO MEET OR DICEEO THE
Im MPH 3 4'TFlNE1 C05T'S VSNO LOAD RE111RIEMENTS OF
TIE I ORIT3A E31tWIN5 CODE 2001. OPFIONAL. %'
X 42' X 4TDNC. O
u m ,
O 9
s
TING
35"
X 42' X ' COM-
PA11 EEVE
644ALL BE SITES
LARGER THAN E
PASSING TWROIIGH x
HICKE,
1ED ILAB
UNDER I
T'
b'-8• 8'-10' 5'-10' I I 6'-1 BAG' 3'-0• 1
I
4• I VAPoES
THRESHOLD
1 I \\
I 1
1 1 \\
1 t \\
FOUNDATION 5LA8 NOTE, I 1 \\
B 1/2" GONG. SLABr /FIBERME5H I I \\
OVER 6 HIL VAPOR BARRIER ON LAV
CLEAN,
M-L. COMPACTED TERMITE- 1 RESISTANT
TREATED FILL OR RECRUIT
2- SYSTEM OYP) I \\
LAV I I
I \\
tc I I \\
I G
I
2-\
IPA ,
o
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i l I VVN3ENt ER I \\
I I \\
u
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III I I li
iiiI120'-
3 15/16' I D I I y - - - - - - - - - - -
om- I I
En, I it Z,
I
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PVC
CH/ 5E VARIES
TO
CanD[R a
µGA2AGE
I
g
m t
1
a FOUNDATION PLAN I
a A I v4•.r o I NOTE: I
I
ZDDIIDLE LINTEL ® EAEY_E 1 NOTE:
END DETAIL SHEET 52 DDIIBL..
E LINTEL @ GABLE I ELEVATIONS 'A' R '6' 1 I
1
END DETAIL SHEET 52 t-
i
ELEVATION'A'ONLY 1- -----1 - I
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1
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00
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L- - -- -
J reMaWns: RECESS
AT GARAGE DOOR 1 -
2'-
0' -4 2' 0, 5'-4' 3'-
4 V8' 6AI2A6E
VARIES Z I- - -----
1 dYN LL
1 IAVARIES i d,
awn by: Nlnr design EXTEND
m 4• ( 'o I IB
I 0SL • Y QC i 9 1 I I '.-. c7,eNmtl Or ewn Q
20'-0 3/4' _ kl I
I mL« 01-22-01 SSym
I
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IT&ACIIYPARTIAL FND. PL 15'E
GIN ® uv=ra 3'-4• 4• n 1 a""w o eMsaR.,w 2'-0' - 16'-0' -4 2'-0• W-4• W-4• Fl w•••
s p ww -. MONOLITHIC
FOUNDATION PLANS Of: SHEAR
STRENGTH ANCHOR-
ANCHOR LIGHTWEIGHT D1A.
EMBEDMENT HOLLOW BLOCK 3/
16" i-1/2" 646 LBS. 1 /
4' 1075 t9S.
KITCHEN A
GALE-
MA
o caNi anvr
AT OPT. VAWt r
n
u
I M
I '•t _
O
ae
BATH E
SCALE- V4•=r-0•
INTERIOR ELEVATIONS
KITCHEN B
SCALE- 114'=r-0'
ENV4'=I'-0'
MANTEL
9 v
T-2'
4'-8•
6'-0'
OPT. FIREPL. INTE . ELEV.
V4•,r-O-
MISG. OPTIONS
I4"Xi4' TILE
F
m
oPrIRIAL AC LOCATION
IN
ALL eTIOIOTURAI c 1 E/1DERD
TO SE DOIHLE T• X ID• U4_EeD
NCgW OrNERUM
NOTE
N
SEE FOUNDATION PLAN FOR
FILLED CELL LOCATION.
I I I I I I I I I O'-0• AFF. ca•u r+.LL
N
NOTE. ZET w,c w,LLS To 9
t ess c nERvneE NO
AREA GALGUL TIONS
15T FLR LIVING: 14125 5F
SIRK/SAN@ GARAGE: 426 5F
E_NGINE_ERING C.CJ,/ED ' 21 `5F
TOTAL: 2381 5F
OPT. I 10'(C.7
G.PATIO
T7F!'JC)
0
0' FLAT
oi
v
25Si 2V -Z9) ass
4•
C4 I/ -ze!
W
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1M RAS 0 Y II
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2-cbe
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FLOOR PLANS -
a
a
y N
I
NOTE: SEE TRUSS MFG.'S ENGINEERING AND
LAYOUTS FOR TRUSS —TO —TRUSS CONNECTORS
ROOF TRUSS ANCHORAGFE:
NOTE,
1) USE (1) TYPE •C' (OR PITERCHANGA9LE TIE) FOR TRUSS TO FRAME
WALLORBEAM CONNECTION UNLESS NOW OTHERWISE (UNAJ 2)
USE (1) TYPE: 'A' (OR MTERCHMY. ABLE TIE) FOR TRJS5 TO BLOCK WALL
CONNECTION (UNOJ 3)
USE: EWUHT -N (OR INTERG7dANGEABLE TIE FOR ALL JOIST HANGER COMgCTION3.(
INOY 4)
lIOE(3)16d OR (3) I31 x 3 V4• PASELODE Clad NAIL TO FASTEN JACK T®
HIP C.";v R: (TtB) 5)
GABLETRUSSES REQUIRE (U TYPE 'A' OR (U TYPE -C• STRAP AT 40' O/
C FROM CENTER OF Tf31SS. 6) A
6TWS BELOW GIRDER TRU5SES, SHALL BE EITHER CONNECTED o/ Sa?
iP80N SP4 STRAPS -TOP AND BOTTOM. IN'ADDITION TO.OTHER STRAPPRY ON,
MANS, SIMILARLY, 4X4 POSTS RECEIRE-(])-SP4's ON EACH Ems..
4X6. POSTS REQUIRE (3)L-5P4'e.ON EACH END- 1) BOTTOM
HALF OF MTS16'TRU6S STRAPS SHALL 13E EITHER NEATLY WRAPPED UNDER
DOIIBLE TOP PLATE OR NEATLY FASTENED TO VERTICAL STUD
OR POST DEFENDMG ON ALIGIMW OF GIRDER AND STUDS OR
POST BELOW. I ROOF
TRU55
LAYOUT '5' $ 'G' ISEE POST
STRAPPING ON It
AND Ind FLR Ft AN` PNEUMATIC EQUIVALENT
MAY BE SUBSTITUTED FOR NAND
NAIL DESIGNATIONS' NAIL VALUES:
13ASED 24 -
NATIONAL DE51GN SPECIFICATIONS FOR WOOD
CONSTRICTION FROM TABLE SBc -
T44.L8 AND SPIKES - LATERAL LOAD
DESIGN VALUES' NAIL SHEARVALUE (
IbeJ 8d I03- 10d
II5' 16d
WS- 0
a 03
O
cs
0-
4
SCALE.
N.T.
S. 3._2. 5TUGC,
O DETAIL
500RED BANDS ROOF
PITCH 12
5I - r
fnr—
FRONT
ELEVATION 'B`
W-4(3)
D" STRAP APCONS(
TYPJ HALF
COLUMN DETAIL
HALF COLUMN DETAIL
LOADING: FIBERGLASS SHINGLES
SCALE: NTS MEAN
HEIGHT: 15'-
0" WIND SPEED: 100
M.P.H. SPACING: 24" O.
C. DESIGN BY: CM
DRAWN BY: KSB
8-0-0
PLATE HT TC LIVE: 20
psf TC DEAD: 7
psf BC UVE: 0
psf BC DEAD: 10
psf C1Y N TOTAL
37 psf CRICKET
OFT. Flf F
DUR
FAC: 1.25
IRRICME NOINEERINO COMPOSITE 1
III'
lll'
0
SEEN
NEEMEN sssssssss>•e>_.
RIGHT
SIDE
ELEVATION SCALE:
V8" 1'-0"
0 0 OFF RIDGE
VENTCEMENT o
FMISH (TYPJ
TEXTURED
LEFT
SIDE ELEVATION
TOP
OF n"PIEYTOBEAiLT3'
HIGW5T SCALE: M' • r-0- POINT IT PASSE5 THRU
ROOF T LEA5T 1'
Hr%WER HMI Y OF TN
ROOF OR BUI NG ti 1IZONTALLY.
r---- ROOF PITCH i
I R 5
OFF
RIDGE
VENT
COMPOSITE SHINGLES 1:1a TEXTURED E"
FINISH (TYPJ REAR
ELEVATION
SCALE 1/4' .
r-0'
w ! J i WOH. GABLES (
TYPJ
Q
a
D
co it cy) t
W
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i
desW.
d
bf.
nN d
W *—dam drrisd W. —
defQ 01-n-
01 sheet.
A3-B op
5TRAFFIN6 5CHEPULE 5IMP50N
s I M PRODUCT
CODE
DESCRIPTION COMPLIANCE
L15TING
FASTENERS
DE516N LOAD5 (1_55) UPLIFT
MAX. DFL/5YP 5PF
A META18 CONCRETE STRAP SBCCI 9603 1 I 14-10dxl.5", 2 I 10-16d 1500 1495
B H5 HURRICANE CLIP NER 393,422,432 4-8d, 4-8d 1485 455 265
C MTS16 TWIST TIE NER 413 14-10d 3116 1000 . 860
D LSTA30 STRAP TIE NER 413, 443 22-10d 1670 1670
E HUS26 SINGLE FACE MOUNT HANGER NER 393 14-16d & 6— 16d 10000 1550 1110
F HUS26-2 DOUBLE FACE MOUNT HANGER NER 393 4-16d & 4-16d 8033 1080 775
ML MBHA3.56 7.25 MASONRU HANGER 8" SBCCI 9603 18-10d, 2 ATR 3 40 x 8" 5955 1885 1355
MH MBHA3.56 9.25 MASONRY HANGER 9.25 SBCCI 9603 14-10d, 2 ATR 34" ski x 8" 6050 3145 2260
MG MBHA3.56 11.25 MASONRY HANGER 12" SBCCI- 9603 14-10, 2 ATR 3 4" 0 x 8" 6050 3145 2260
0 HD8A HOLDOWN TO 3" WOOD NER 393,469 3 7 8" 0 A.B. 28667 6465 4650
Q SP4 TOP PLAT ANCHORS 4X NER 432,443,499 6-10d x 1.5" 2917 735 530
R SP6 TOP PLATE ANCHOR 6X NER 432,443,499 6-10d x 1.5" 2917 735 530
X HGT-2 HEAVY GIRDER TIE DOWN NER 432 8-10d & 3 4" 0 or LBP 5 8" 0 28333 8665 6485
AA BC4 POST ANCHOR & CAP 4x4 NER 421 3-16d & 3-16d 3100 980 700
BB BC6 POST ANCHOR & CAP 6x6 NER 421 6-16d & 6-16d 4700 1050 750
CC BC46 POST ANCHOR & CAP 4x6 NER 421 6-16d & 3-16d 3100 980 700
GG HTS20 HEAVY TWIST TIE NER 413 24-10d x 1.5" 4430 1450 1245
II HD2A HOLDOWN TO 3" WOOD NER 393,469 2 5 8" 0 12150 2775 2000
MM HETA20 HEAVY CONCRETE STRAP NER 393,469 1)ply 14-10dxl.5" (2)ply 14-10d 1735 1495
LL IHHETA20 CONCRETE STRAP NER 393,469 1(1)ply 17-10dxl.5", 2 I 15-16d 2130 1860
00 1 MTT28B HOLDDOWN NER 393,432 24-16d AND 5 8" OR 3 4" DIA A 14455 1 4455
Ri An€
E GINEERINC3
r ssa _sestp w er
N
J
Wj;
o}
1=i
Iiji
f
trr.ti
ara.me,..amre.
dalK oiam
sheet
All
Ot
cx c ui ucto
2 I RANGE 40A 2/P 8 10
2 I DRYER 30A 2/P 10 5,600
I DIStW45 R 20AUP R Ij00 1
ORATOR 20A UP p 540 i
DISPOSAL 20A VP a 540 1
I WASt R 20A UP 600 T
2 SMALL APPLIANCE 20A I/F' 1T 3000 b
6 RAL LK+HTMCs 15A VP 14 5850 1
t GARAGE DOOR OPENER 6A VP 14 600 1
6 PADDLE FANS (Ib) L5 4 500 SUB -
TOTAL (WATTS) 30)30 1
st Ioow WATTS AT Iom 100W WATTS REMAINDER
40% 801b WATTS A,
C. 30M WATTS TOTAL
30M
WATTS 21J52-
240 WATTS TOTAL
LOAD AMPS 88.13 AMPS SERVICE
SIZE 150 AMPS 2 /
0 SER CABLE METER
t'
RANGE
8/3 WM 150
A MLO
DRYER 10/3 W5 PANEL
e4
BARE SMALL APP. 12/2 W9 G.
W. LUWTNG CIR 14/24 W9 TO
PPL TRANS 8'
GROUND ROD n
1928 ELECTRICAL RISER DIA6./I50 A 4 WIRE SERVICE N.
TS. ELECTRICAL
LEGEND 0=
WPM .. r
GMM 1AET MCATOR AHTH2 FRCR F -0N TEIEM90N OUTLET 210
Y T5 R. Row OUTILT t{}
A/C olsmaaxr E—sr. r.. Jt
SWCH -0 w RDrED wrmN s
WAY STNDN --O m Roca ecu Aa
3 Tar MITCH eKAWESCwRUaT
DODRel11
OILES---- RECEssED
trxr ® SuaeE DETECTa ac uau.r VAPOR
PROOF FQ WOKE DETECTOR a.tt eauNr marcmcD
aERrr -Rc.
F---+
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A4
Iq *-1 W XXXXLINTEL S QH E Q.
LINTEL
NO.
LENGTH TYPE COMMENTS
L 1 ll'-4' 8FI2-IBAT ALLIED LINTEL: A-13
L 2 8FI6-IEVIT ALLIED LINTEL: A-5
8FIE3-IB/IT ALLIED LINTEL: A-5
L 4 T-B- 8FI6-IBAT ALLIED LINTEL: A-5
L 5 4'--6' 8FI6-06/IT ALLIED LINTEL: A-9
L E3 8FI6-IR/IT ALLIED LINTEL, A-5
L I 8FI6-IB/IT ALLIED LINTEL, A-5
L 8 8FIE3-IB/IT ALLIED LINTEL: A-5
L 9 4'--6' 8FI6-OSAT ALLIED LINTEL: A-3
L 10 4'-E3' 8FIE3-OB/IT ALLIED LINTEL, A-3
L It 4'-6' 8FIE3-OB/IT_ JDPT. GAR. 5vc-. 11R.; ALLIED: A-3
L 12 8RF14-DBIITI ALLIED LINTEL: A-34'-6'
9 RE5AR AT TOP
MK (1) REQV
1-1/2' CLEAR
CJlm.
GROUT
RJE13AR AT ]BOTTOM F FILLED WITH GROUT U UNFILLED
CP LINTEL GAVITY
BAR ATQUANTITYorRE
BOTTO 50TTOM OF LINTEL CAVITY
L PROVIDED IN LINTEL r
a- NOMINAL WIDTH (
VARIES)
8FI6-IBAT
NOMINAL IWIDTH LQUANTITY OF
Nol-INAL I-E.T REEAR AT TOP
TYPE F-JESIBNATTIN
4
8F12-1BAT 8RF14-[1B/lT8FlEi-lB/lT 8FIEj-[]B/IT
LINTEL SEETIONS
HUKRICAME I
ENGINEERING I
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L 10
L 11
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SCALE: 1/4"=I/-O" A5
ofi
NOTES: CAST-CRETE SAFE LOAD TABLES
MATERIALS FOR GRAVITY, UPLIFT & LATERAL LOADS
1. ft precast Intels = 3500 ps 1.
2. Ft prestressed hotels = 6000 ps1.
3, ft goDt = 3000 p51 w/maocmum W8• te. 8" PRECAST W/ 2" RECESS DOOR U-LINTELS
4_ COhrreLE hclsarry units (CMW per Agth = 1
w/
mninfn net n-eo crnpresslve strength = 1900 ps1.
5. Rebor provided in precast lintel per ASTM A6t5
SR60. Field retry per ASTM AB15 6R40 or BRE C).
6. Prestressrrqq strand per ASTM A416 grade
2-10 low relaxation.
1. 1/32 wre per ASTM A510.
8. Mortar per ASTM.CZ10 type M or S.
GENERAL NOTES
1. Frovde full- tar tread and fled fonts.
2. Sure filled hotels as required.
3 Installation of lintel must carrply with the architectural
and/or structtral draw".
4 Lintels crE mortgoctured with 5-1/2" long notches at the ends
to acramnnodote vertical cell reinforcing cold -groutng. _
5 All hotels meet or exceed V360 vertical deflection, except hotels
ll'-4" and longer with a rnmircil height of 8" meet or exceed l/180.
6 EtrttiDm field added retry to be located at the bottom
Of the Intel Cavity.
1 1/32' d¢neter Pore strrups are welded to the bottom steel For
riechmical mr-hormp.
8 Cast-n-phze concrete nay be provided n composite Intel In lieu
Of concrete masonry Units.
9 ACSaI 3fe loadratites [lased on rational design analysis per 18 andACt530SAFELCIAI1
TABLE NOTES 1. All
vohi5 tiosed on mnenm 4' bear-ing. Exception: Safe loads for unfilled Intels must
be reduced Gy 20% 1f wig le h is less than 6-I/2". Safe loads
for all recessed Intels timed 17n1rlomnal beat Ing. 2. N.R. =
Not Rated. 3. Safe loads
are total sE{>ernQosed allowable load on the section sWciFied. 4. Safe loads
based on grade 40 Or made 6O field radar. 5. Additional lateral
load rapacity can be abtatried by the designer try providing oddion of
renforred m osonry above the precast Intel. 6. One a1
relay may be substituted for two R5 rebors in 8" lintels only. 1. The designer
may evaluate cuxentroted loads From the safe load tables ply calculotng the
maximum resisting moment and shear at d-oway from the fime of support.
8. For romposite
Intel heiqhc Ittss not shown, use safe load from next lower F.C]ht. 9. All safe
loads In units of ponds per linear foot. 4--4-m
GRAVITY LEW6TH TYPE nm
Bab B 4'-4' (
52)
PRECAST 1489 30'.d' 2982-
39s4 4929 9904 EB80 182I 342 4952
6412 1941 946 M-18 4'-0' (54")
PRECAST L35-1 1449 2182 2114 3600 4481 RIM 6254 rM 3412 4982
6412 Rol 9416. IM- B 5'• (68') PRECAST
189 Biz I'M
2a5B 256E 30'15 3$9 M. 2 24oi4154TZ6516S8146894PRECA57135TA
i- 1449,
1924 2400 281E 3352 7m 2057 38ii
5412 6516. 5490 6M1 6'' (80') PRECAST.
az2 901 n 29=8 25E 3z23 38'Q 4522 9Ol Ell 2933
4100 G-EXI B1 5101 1'-b" MCI')
PRECAST ms E8B9332'Tn8a7 22rz1423s9523129 FS82451 2944 3439 14516z36D45 3E.M
5492
6624 562 9'-8' (116)
PRECAST 3-11 mil 1342 614
188E 21R E 3595
RBIs 8" PRECAST W/
2" RECESS DOOR U-LINTELS C mw UPLIFT
LATERALTI,F'E
LENGTH eraf64r erav+
r
sa4-rr era+o-n er:F ems ewi: za
8RU5
52) PRECAST
1244
6-3 2413 3250 4112 4951 5825 932 932 1244 1519 ZMn
EIM 4008 4Ba 406 54') PRECAST IR2
IBM Z311
3121 3931 415E 5511 B53 B53 I92 1455 2240
303E 3831 4643 5453 68') PRECAST 924•
1112. 175 2423 300.E MM 4325 I Sol Sol
924 IF72 IIM
1 2351. 29-Z 35M 42M 10) PRECAST 8%-
113E 1142 1 Z352 2965 35M 4Ma 469 469 89E, 1099 2B91
3491 410E PRECAST 115 B82
25-
0 3101 3642(80') aIDOEvBB TO
956
250930353%3 PRIiAST 691 15162G42
2280
Z153
3221(
9O) GBe 849
2225
26` 3151ME) PRECAST 533•
433H13FI04R95533521117E2OBB2450REDUCEVALUEBY
15% FOR GRADE 40 FIELD REBAR 8" PRECAST & PRESTRESSED
U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS GRAVITY IENGIN TYPE
8Lt8
Bre-
ua BFtz-m e 6-® 2'-IOY34") PRECASr
230 31e8 4a13 6039F-MM 9004 M4121R36
316E 4413 6039
9004 10412 n936 3'-6' (aZ')
PRECAST 230 33n 4689 as
B630 9911 316E M73 6D31
9D04 10411 193E 4'-0" (48')
PRECAST 20 2325 249E 3461
5410 EM4 13ie 264E 44-8
603ES 9004 10412 IFB6. 4'-6' [54')
PRECAST 1651. I1B1 R8 2r{I M49 489E 5644 z110 4oZ1 W34
9004 10412 9668 5'-4' (64•)
PRECAST 1184 1301 OM 2911
28M 333E 3846 X Ifi65 2BB9- 5051150% 54M 6424 1450 51-10•(10')
PRECAST 9l2 tO f099 4' IBt74 2304 2121 3r37 1459 2464 444
5458 4431 52M 6I22 6'-b' 08)
PRECAST 93n 1255 2" 3263 Z146 938 3" 45B5 Iz59 2101 - 339Ei
5Z60 104 ffF 5 5B9D 9O') PRECAST Ml
K 29 6,S _ 2ms FV54: 2439 28f!15 MM 029 67 26R1AB39- 55% 615a 5041 9'-4• (112")
PRECAST S13 632 1049 M69 1210 1482 1154 2021 6B 12Q 18I8
2544 34ER 4a30 3121 10'-BYRE) PRECAST
482 B02 1125
915 022 L32B 1535 4 655 1025
04
21MM ZTI4 FIM 2404 IV-4' (136")
PRECAST 445 gB 93 1'S 854 23f 093 2CTG 598 935 rms
1854 2441 3155 4044 IZ-0"(144')
PRECAST 414 545 864 1254 I6S9 2014 1510 UNS 555 864 IS4
IEfS 7211 2832 3590 h3'-4'(160•)
PRECAST 362 4Z1 M 9128 631 1M 1224 1418 4Bs 14B w,
6 143E IBY 1 2343 292a 14'-0"(168')
PRECAST 338 3BI 648 9R I190 1462 10B1 1260 455 1DO ID03
LE5 1114 2153 2666 l4'$• Alb') PRES
NR R NR iri
U2 U2 NR NR 465 165 ffU
21345 2610 3185 3115 Is-4. 0847
PRESrRE5fi6 N.R. tR NR wNR
NR NR NR 420 695 1250
Iffi5 2310 2890 3410 Il'-4' (2087PRESTRE_
6E NR NR NR NR I 31a 53D 95a
1400 B IBMZZOO 2 2600R'-4' (232)
PRES N.R. w NR NR
NR NR NR 1d2 240 400 l50
KM 1400 1120 2030 256")PRESTRESSE N.
R. w NR NR
NR NR IY2 NR IB3 330 610
440 1340 1180 2110 22'-0"(264)
PRES7RE N.R. NR w m
NR NR Id2 NR 160 300 SO
8l0 Im I66O Rla 24'-0"(Z8B)
PRESTRESSE NR FR NR NR' NR NR fa2 NR f30 2aa 410
F. lM 135D 161a C- UPLIFT LATI3RAL
TYPE LEWt TN
18
8f8 BFB- zr 24- 2'-IO'(34')
PR AST Mr 2- 4131
53M6sn
IMI 9EM 2021 21321 2177 31B1 sFtO
FA01 MM B85, 3'-6' (42)
PRECAST 26s EMO 4231
5219 62a4 1192 1251 1251 26S 3165 4125
M91 EM lm6 48)PREAST 518
ZfB2 35M
4532 5381 6Z454'-0" 93B ZBJ35B3442252fi4r4'-6' 935
54•) PRECAST
IBM25M
3251 40O 4-61 5525 121 1215'-4" EEO
2433m1
3913 4r w s4m 64•) PRECAST 1393'
14B4 211a 2141 9EI-15 - 4010 4648 505 505 138 14M 20M26103293312045495-10'(lO)
PRECAST 1712• 1351 100 2505 3084 36E3 4241 41$ 41H 1212 1315. 18-
5 2441 3Oi0 3i&3 4151 PRECAST 1141• 12Oa
1133
2250 ZIFA 329D 3Bt2 1O1 88, 1141 102 6B4
2192 2703 321E 3E2 0' (90') PRECAST
959• 9Q I415
RN 2354 Z' 91 3240 991 651 99a' K29 1466FIOI.. 235I 2'A'n- 3245 9'-4• (112)
PRECAST Bon• 612 9BO
12EA - PED IB52. 2144 454 630 801 Ss IR2
Igo 1910 : 22-M 2'634 10'-6-026)
PRECAST r6• 49B R3
1021 t. mr, 396 493 16F111
IO31 n59fill2B4'23M il'-4" (136")
PRECAST 6Er* E 899 11114 8M LAS363 556666 9D5 1295 MS189E219E1001- 12'-0YI44) P2E.
ASr im r312 494
631 80
i209
1514 FM 2178E340 19'-4"(ISO')
PRECAST fi82 IOO4 1361
W.ERI302s'13 631 iB9l14'-0"058)
PRECAST 49a 635 118
922 ID65 286 36O 548 3.e
629 922 1254 m-I gi 14'" (Il6) PREs
243 295 45R
591 124 851 990 N.R. 951
243 352 582
852 1156 MM 1142 430 51991 IS'-
4'_(IB4) PRES 22B 3Z9 542
110,2 13BIL92 NR 321 aa 11'-4' (
208)
PRE5 IB8 216 449
549 8144 10 NR 255 IFS
165 aTl
239
313
3B3
401
sm
490
136
SIB19'-
4'(
S32')
P2E57940N.R 204 21'-4•(2567
PRESi 1 55 186
218 356 433 512NR Ill 142 212 335
4T 15M 80,22'-Of264)PRESTRE55E
IBO26B 943 418
493L31205 N.R. 161322451601
111 24'-0(288)
PRES IZl Ifs z44
32 380 44l N.R. 135
124 1% 290
408 538 680 B33 REDUCE VALUE BY
2596 FOR GRADE 40 FIELD REBARI NOTES: I ALLIED
LINTEL TABLES MATERIALS $ INSTALLATION 1.
rebor In
pmcost Intel SR60 per ASTM A615 2. rebar n
poured beam GR40 ASTM A615 3. Pc for
fsecost hotels=4000ps1 4. ft for
field Concrete=3000ps1 5. romr-ete
masonry units per ASTM C-90 mortar per ASTM
F-210 type M or 5 B. olculotlons t1y:
Rwli rd 0. le man, P.E.. Riddle -Newman Engineering
Inc. 1. shore oil
colpo ite lintels 4. OF- 8. ail composite
bernls colcuirited with 1a5 n top of
tEm 9. sole hoods
based an nominal 8' bau ng 4" mnuRAW. I0,
0own in
loads shown paad5 perhrlearfoot 11. for lengthes riot
listed use next lodger Ienigth For safe load
FIELD PEELAR 05 GR
40 Uj
Lu 11 CML.
U1
Q . - CONCRETE
FILL
YJ FIELD REBAR
d5
ER 40 5/
8'PL ALLIED
GRAVITY SAFE LOAD
TABLE FOR 8" CONCRETE "U" LINTELS LINTEL NO. LENGTH 8'
x8" UNFILLED 8"x8' FILLED8•X12" FILLED8'xl6" FILLED8"x20" FILLED8"x24" FILLED8"x28" FILLED8'x32' FILLEDA -I 2'10"
B549 B251 10125 12000 12000 12000 12000 12000 A-2 36' 3898
3858 5231 8552 11440 12000 12000 12000 A-3 4'6•
2081 1914 3%1 4616 SIM 1269 8601 9924 A-4 5110' 1128
1080 1810 2483 333E 3913 4631 5350 A-5 lb' 902
105E 1844 2542 9294 4029 4190. 1-1 A-6 9'4'
j 65B 6% 1112 1534 1994 243E 2902 334E A-1 10'6"
489 483 841 1110 1522 1851 2211 255E A-8 11'4'
502 612 1125 15M 2002 2455 2931 3389 A-9 12'8•
421 488 900 1224 IE,04 1968 2360 2121 A-111 134' 393
419 114 1053 1381 1692 21124 2341 A-11 1413" 342
373 590 938 1233 1510 18M 2O91 A-(2 14'8'
308 334 618 842 1108 1352 1624 18"F1 1l'4' 212 285
436 611 1 808 988 1 1188 1 IBM A-14 19'4'
Z50 395 496 850 1138 1408 1598 1 1980 A-15 2013' 1
225 1 365 413 184 1052 1300 1510 1831 ALLIED UPLIFT AND LATERAL
SAFE LOADS FOR 8" CONCRETE "U" LINTELS LINTEL NO. LENGTH a
x8- UNFILLED 8'x8' FILLED8"x12' FILLED8'X16' FILLED8'x20" IFILLED 8'x24" FILLED8'x28" FILLED8'x32' FILLED. LATERAL LOAD 8xeFILLED 1 A -I 2110" 309E
3150 9194 10000 100001 r0000 R7OE70 I0000 4408 A-2 3E.' 1835
181E 5445 1000o toocial I000o 100E10 t0000 2592 A-3 4'6'
Iola 1051 4224 5900 8203 94411 I0000 loom 1415 A-4 5110• 515
603 2380 3919 4300 5303 616E 1848 111 A-5 11E,' 345
310 1421 1918 2552 3514 3%1 460 I A-6 9'4"
228 252 934 129EFIE,65 2059 2542 29 4A-1 IOT" I85
209156104916E22025329A-8 11'4' 3m333652 - 911 1452 1151 A-9 12'8'
241 282 615 l60 1232 13'4" 253 253
540 103 1109 A-11 14fl' 225
324 4-8 652 824 102E A-12 14$' RI
218 442 E09 l69 955 114641495\A-10 A-13
Il'4'
t45 253 351 483 EOS A-14 19'4'
I84 214 308 420 525 65l 213A-15 200' 114 203296405504630198nyE9
Q X
F
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mm 0a o
r
Ill o co
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IiledYad trY sane date:
07-22-07
s'Z'.1 A5.
1 A Of:
GENERAL NOTES
GENERAL
I LIVE LOADS:.
ROOF: 20pef FLOOR- 40psr STAIR 40psf
2. WND SPEED. 110" -1.- grist.
3. ALL WORK TO BE N ACCORDANCE WITH THE FBC. 2001 CHAPTER I&.
4. ONLY WRITTEN CHANGES APPROVED BY THE ENGINEER SHALL BE PERMITTED.
CONCRETE :
L ALL WORK TO BE 24 STRICT ACCORDANCE WITH THE ACI 318
2. MIX DESIGN CRITERIA
ALL CONCRETE TYPE I PORTLAND CEMENT. (ASTM C 150)
COMPRESSIVE STRENGTH • 2B DAYS SHALL BE 2500P.1 FOR
SLABS AND. FOOTINGS AND 3000 pn1 ELSEWHERE (UO)J
MAXIMUM WATER -CEMENT RATIO BY WEIGHT FOLLOWS:
SPECIFIED NON -AIR AIR
COMPRESSIVE ENTRAINED ENTRAINED
STRENGTH (p.0 CONCRETE CONCRETE
2500 0161 054
3000 058- 0.46
SLUMP -SLAB ON GRADE 5'
OTHER 5'
WATER - POTABLE
CHLORIDE - NONE
3. PROVIDE NORMAL WEIGHT AGGREGATES N COMPLIANCE WITH THE REQUIREMENTS
OF ASTM C 33.
4, FIBERMESH FOR SLAB TO BE AT A RATIO OF .15 LBS/YARD.
FOUNDATIONS :
L FOOTING DESIGN BASED ON MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000pWF.
2. IF FOOTING ELEVATICN OCCURS N DISTURI3EDUINSTA5LE OR UN5URABLE
THE ENGINEER SHALL BE NOTIFIED AND NECESSARY ADJUSTMENTS -BE MADE PER HIS INSTRUCTIONS,
3. PREPARATION OF THE 5UBGRADE TO FOLLOW RECOMMENDATIONS AS OUTLINED
IN THE OEOTECHNICAL REPORT. SOIL,
4. STEPS IN WALL FOOTINGS SHALL NOT EXCEED A SLOPE
OF (1) VERTICAL TO (2) HORIZONTAL.
5. CAUTION SHALL BE USED WHEN OPERATING VIBRATORY COMPACTION EQUIPMENT NEAR
EXISTING STRUCTURES TO AVOID THE RISK OF DAMAGE TO THE STRUCTURE.
M A C,/*iKIDY
I. DESIGN, MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE ACI STANDARD
BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES AGI 530)ACI 530.1
2. CELLS INDICATED TO BE FILLED SHALL BE GROUTED WITH 3000 pall CONCRETE (8" TO. 10" SLUMP)
3. PROVIDE 25• LAP FOR STEEL a ALL LOCATIONS.
4. ALL CELLS ADJACENT TO CORNERS, END OF SHEAR WALLS AND UNDER CONCENTRATED LOADS
SHALL CONTAIN VERTICAL R.ENFORX_-NG AND SHALL BE FILLED WITH CONCRETE.
5. CONCRETE BLOCKS SHALL CONFORM TO ASTM C-W (20 DAY STFF$-:NGTH 2O00 pal) (F'm JS00 pall,
LAID N ROAMING BOND.
6. MORTAR SHALL BE TYPE III1. ALL RE -BARS SHALL BE GRADE 40 UNLESS UND.
WOOD :
L ALL WOOD FRAMING AND PRE-ENGNEERED WOOD TRUSSES SHALL BE DESIGNED, DETAILED, AND
FABRICATED IN ACCORDANCE WITH THE PROCEDURES AND REQUIREMENTS OUTLINED N THE LATEST
EDITION OF THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION:
2. THE WOOD TRUSSES SMALL BE SIZED AND DETAILED TO FIT THE DIMENSICN5 AND LOADS INDICATED.
ALL DESIGN SHALL BE IN ACCORDANCE WITH ALLOWABLE VALUES AND SECTION PROPERTIES
ASSIGNED AND APPROVED BY THE BUILDING CODE. DESIGN CALCULATIONS SIGNED AND SEALED BY
A LICENSED PROFESSIONAL ENGINEER ARE TO BE SUBMITTED TOTHEENGINEER. FOR APPROVAL. 3.
PERMANENT BRIDGING PERPENDICULAR TO THE SPAN OF THE TRUSSES SHALL BE PROVIDED AS REQUIRED
BY THE TRUSS MANUFACTURER TW55 MANUFACTURER SHALL PROVIDE STATEMENT THAT BOTTOM
CHORD OF ROOF TRUSSES ARE BRACED DURING UPLIFT CONDITION. 4.
FOR STRUCTURAL LUMBER PROVIDE THE FOLLOWING GRADE AND SPECIES SOUTHERN
PINE SURFACES DRY USED AT F3% MAX M. C. GRADE NOI OR SPRUCE PINE FIR SOUTH
GRADE NO2 5,
PROVIDE GALVANIZED METAL HANGER' AND FRAMING ANCHORS OF THE SIZE AND TYPE RECOMMENDED
BY THE MANUFACTURER FOR EACH USE INCLUDING RECOMMENDED NAILS. (HUGHES CONNECTORS
OR EQUIVALENT) 6.
ALL BOLTS USED FOR WOOD CONSTRUCTION SHALL BE A MINIMUM OF VU' DIAMETER AND 6" IN LENGTH (
ASTM A-301) WITH MIN. 1 1/2' DIAM. WISHER UND. 1.
PROVIDE FRAM G MEMBERS OF SIZES AND OF SPACINGS SWOUN, OR F NOT SHOWN, COMPLY WITH LIMITING
STUD HEIGHTS CHART. DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORTS. e.
ANCHOR AND NAILING AS SHOWN, AND TO COMPLY WITH THE RECOMMENDED NAILING SCHEDULE FROM THE
STANDARD BUILDW . CODE, LATEST EDITION S.
ROOF SHEATHING: 1/
16" 06B OR M/2' CDX SEE
DRAWINGS FOR NAfLIFIG PATTERNS. VERIFICATION
OF FIELD CONDITIONS L
CONTRACTOR SHALL VERIFY ALL FIELD CONDITION'' AND DIMENSIONS RELATIVE TO SAME_ WHERE THERE
ARE CONFLICTS BETWEEN ACTUAL FIELD CONDITIONS AND DATA PRESENTED IN THE DRAWINGS, SUCH
CONDITIONS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION AND NECESSARY ADJUSTMENTS MADE
PER HIS INSTRUCTIONS. 2,
FOR ANCHOOR BOLTS USE HUGHES OR EQUIVALENT (A-36 OR A-301 STEEL) 3.
PROVIDE 2X4 BLOCKING ON ALL SIDES OF THE RIDGE VENTS WITH Bd NAILS AT 4. ON CENTER MBEMSLASS
FIBERGLASS
R-IS NBUL SHINGLES OVER SHRYLEB
OVER 5- PELT OVER 1A&' 6•
FELT OVER V16' 098. OM OR 1/2• CDX OR
V2' CDX WOOD
TRX.GSESSTRAPPED WOOD TFZUU36E3 STRAPPED MAC;
AS SNOUN ON TRUES 1/WL AS SHOWN ON7RU33 LAYOUT
LAYOUT
DO
PT. OVER DO CDR . DRYIILN-
L DO PT. OVER DO CDR OR
CONT. ALUM. FASCIA OVER 2X6 SIEFASCW R-
A NSIIL. WV
T. ALUI*t T PLAiE_ VENTED SOFFIT V2'
DRYWALL VENTED
SOFFIT OVER
DQ FURRING LINTEL BLOCK DBL. 2X0 HEADER OVER
R-5 NSUL um • 5 BAR FOR 4'-6- MAX OPENWG, WINDOW
DER
UNIT
PFMCAST WITH (V • 5 Z-
UNIT
FOR 5 HEAOPENING U)iO. UINEN6FTORGREATER - 3-
IR' LONG SLAB PRECAST ONG SLAB 7X& WLFIBERd1ESH
CONC. SILL 5NOVER B- FELT OVER T)16' OVER
6 MIL R 6 ML -055 OR V2- CDX VAPOR
BARRIER MASONRY FINISH OVER APOR BARRIER 2X WOOD STUDS OVER
TREATED U - Q'Wl BLOCK U.V' DOWELS --L OVER TREATED • 16'Ip.C. WV R-W NSUL. COMPACTED
FILL 1 SNOUN LOCATIONS COI"IPACTED FlLL2X P.T. BM PLATE ON FOUNDATION
PLAN Wl 1'2' X 6" AB. 32' On V'ts,
GRADE 2
15
BARS 2 ' S BARS WAW WALL
SECTION ® WINDOW - CMU ONE STORY
WALL SECTION - FRAME WB ONE
STORY -MONOLITHIC LIMITING I-
IEIGI-ITS EXTERIOR #2 STUDS 517E STUD
MAIERIAL N Or_ BPACPXG M#x HT. SITE STUD MATERIAL 1 O.0 SPACING MAX. HT" 2' X
V °VP(dM RR 24' O/C V-4' 2' X 6' SCUMHEW PPE 24. 0/C µ•-0• P X
V S 14M FIR 16. 0)C 10'-0' 2' X V SO UTON PPE 16' M IT-0' 2' X
4' SPR IM FIR I.OIL I-8' 2' X b' SOUTHERN PPNE 12' O.0 g'-8• 2' X
4' SOUTHERN PPE 24' O/C 9'-0' 2' X 8' 5PI;aJM, FIR 24' 0/C fl'-0• 2' X
4' SOUTHERN PPE 16. 0/C lT-0• 2' X V SPRIXE, FIR 16' O/C 21'-0' 2' X
4' SOUTHERN PPE IV O/C 121-V 2' X 8' SPRUCE, FIR 12• O)L - 24•-®• 2' X
6' BPMCE, FIR 24' OTC b'-0' 7' X.8. 50UHIEpJ FINE 24. OIL B'-4' 2' X
6' SPRX,E, FIR IV O)C K'-0•. 2' X B' SOUHIERN PPE 16' O/C 22'-8" 2' X
6' SPRUCE, FIR U' OC IS'-4' 2' X W SOUHIEW PIE V O/C 26'-0" C WOOD
TRUSS
STRAPPED TFWSS LAYOUT
Ilk Ct'?
U
WALL III-IIIIII
IIIII,,-IIIIIIIIIIIIII, IIIIIIIIIIIIII,I. KW FRAMING
fc STRAPPING KN EWALL .OVER CMIJ 065 2'
COXSPACINGFERMEDIATE
ZINGWS
EXTERIOR
WALL
SHEATHING NAILING PATTERN
DETAIL FLOOR FRAMING
5HOON o
2411 o1c) R-B
WIT. V2• DRYWALL
k' DRYWALL
OVER DO
PJFZZM OVER R-
5 M",AILATION 3-112'
C W- SLAB WLFW3ER'ESH
OVER 6
MIL P_ OVER TI
ATEDR N COMPACTED FILL -
m L 2 •
5
BARS WALL SECTION -
CMU WA ONE
STORY -MONOLITHIC 2 Q.
IW 10-10d NAILS 1 • WALL
STUDS I HEADER Y• uV
ILIOLf NAW.A I I
I u Ir ,
1F>'
FELT
O SR'VI6" asm, OR VY
CDX WOOD TRUSSES
STRAPPED SHOW AS.
ONTRUSS LAYOUT DQ
P.
T. OVER Oro CDR OVER 2X6.
SUSFASCIA W/ CONT.
ALUM VENTED SOFFIT
LINTEL BLOCK
WA • 5 BAR MAANRY FINISH
OVER CM BLOCK
WA' DOWELS SHOWN LOCATIONS
R70F FRAMING
M310ERS (SEE CONNECTOR CHARt
SCHEDULE FOR TRIMS
STRAPS) DOUBLE TOP
PLATE TAG' OW
OR COX PLYWOOD EXTERIOR SHEATHING
NAILED WV 10d
GALV. • 4" OL-EDGES AND 12'
O.C. MELD 1,4
P.T. WALL STIR ILV O) VC DIA A4NQIOR
BOLTS TO BLOCK of V2'
DIA
x S' ANCHOR BOLTS EMBED 6• "
K NIO FaNVATION WV 2'
4"xVW WUASHEN S, LOCATED.. WITHIN 6"
OF EACH END AM 32' OC, MAX
E.SFI6ERE V STRAP
EVERY 'Q"WV 10-10d 2x4 P.T. BOTTOM PLATE OTHER STUD
NAILS • BOTTOM OF WALL HEADER STUDS
TYPICAL FRAMING
AND CONNECTIONS FOR OPENIN(K 5LOCKING REQUIRED:
PROVIDE 2X4 BLOCKING IN THE FIRST THREE
FRAMING SPACES AT 48" O.G. REMAINDER TO BE
BLOCKED AT S6" O.C. OR RAT RUN. FASTENING: FASTEN
FLOOR SHEATHING TO FRAMING UY WITH 8d
COMMONS OR 8d NOT DIPPED GALVANIZED NAILS AT
THE FOLLOWING SPACING: I) 6"
ON CENTER AT ALL PANEL EDGE FRAMING 2) 12"
ON CENTER AT ALL INTERMEDIATE FRAMING L BLOCKING:
0 48" O/C MAX. IN FIRST THREE NOTE: F
A BLOCKED DIAPHRAGM ZONE 15 CALLED FOR CN ROOF FRAMINP SPACES 4 136" O.C. THEREFORE PLAN FIZOADE
2.4 BLOCIOr. s ALL PLYWOOD PANEL EDGES . NAILS* 4.
O.C. FOR BLOCKED DIAPHRAGM ZOtE FLOOR BRACING AT ENDWALL5 ad NAILS
AT 4. OC, OR 8d NAILS AT 6' O.C. OR E'VALIVALBNT
PNUETLATIC NAIL EQUALNALENT F NJEMATIC AT SUPPORIED
EDGES AND 9 VIAL AT SUPPORTED EDGES PT. 2Xb WV V2' DWM.'J' BOLTS • 4B'
MAX WV 6' BLOCKING ANDQOC. FIELD FOR SHADED
AREAS OF ROOF 'f AND 12OC
FIELD FOR OTHER AREAS OF
fdOOF B)Vcy. Cm I M I
I F--C(TYPJ MIL EMBED. (
TYP) 4'-O' P1,
2X6 IW
V2' DM 'J• BOLTS • 4W MAX
a b' MR EMBED. (TYP)
1 DETAIL: TYPICAL JAMB
EA5TENING a OVERHEAD GARAGE
DOOR u O a
li U) co J
0
FUN-- Q
r r O
W 10
0
z
u) J
Jw Q
ZW
c)W N
sheet S1
Of:
a
G IMNEY.\
SADDLE CRICKET
HATCH ROOF 5LOPE
61 /
1
a
CONTOE
IOd
CONT. 2X4 NAIL
TO EAC34 TRUSS
@,
MEMBER
GI-il
ROOF
i \`
v
O-
CSL 11 IN
lam// ROOF TRUSS C65 OR VI• COXA
oRSI' Roop \ CH FRAMING SECTION THRU CHIMNEY
e` INTERIOR CHIMNEY CH
S)4DDLE GRIGKET `
CHIMNEY TYP. DETAIL @yLNTERIOR CHIMNEY DETAILS
N.T.5.
2x4 LEDGER TO MATCH BOTTOM
CHORD SLOPE OF SCISSOR TRUSS !.
E
KING • 46. O.C.
ATTACH TO UEB5 WITH CLUSTERS
EOF (2) 10d NAILS
D W/ 10d NAILS
TYPICAL
RL95 WEB
G SECTION
SIDLE 'L' BRACE DEtAIL
GABLE TRU55
L
SHEATHING
2.4 5Pfd10E OR BETTER
LATERAL BRACES 4'-0'
OG. ATTACH (1) 16d TOENAILS
10d NAILS.• 4. O.C.
2x6 P.T: SILL
DOUBLE LINTEL • GABLE END
W/ (1) 5 INEACH COURSE
5 VERT. BAR
SEE PLAN FOR LOCATION)
TYPICAL GABLE ATTACHMENT
TO CONCRETE END WALL
NOTE, THIS INSTALLATION IS N ADDITION TO
BRACING RECUIRMIENTS OF TRUSS MANUFACTURER
2x4 LEDGER TO MATCH BOTTOM
2x4 BI.00ICNCG • 45' O.G. CHORD SLOPE OF SCISSOR TRUSS
ATTACH TO WEBS ImtH CLUSTERS "L' BRACE
OF (2) 10d NAILS ATTACHED W/ Od NAILS
4" O.C. TYPICAL
GABLE TRUSS WEB
SECTION
DOUBLE "L` BRACE DETAIL
GABLE Tfd185
S"PSCN A35 • 3'-0' OC.
2.4 SPIaICE OR BETTER
OR
IR' CDX
LATERAL BRACES • 4'-0'
STRAP TIFF b" O.C. ATTACH (2) 16d TOENAILS 45. OCJ 10d NAILS
4' OC.
IOd NAILS • 4' O.C.
2x4 DRYWALL NAILER
TYPICAL GABLE ATTACHMENT
TO WOOD FRAMING END WALL
NOTE, INSTALLATION 15 INADDITION TO
BRACNG RECUIREMENTS OF TRUSS MANUFACTURER
UPLIFT OF MT6I6 MN 10d NAILS MR P OF 3AV
FROM TRUSS STRAPS TO PENQT. TAPCONS TO CM
MANUFACTURER SIM'50N) EACH STRAP) EACH STRAP)
0-131 1 l 4
132-"0 - 1 1 4
IF AN 'A' STRAP IS MISPLACED
OR FORGOTTEN AFTER THE
POURRY.G OF THE LINTEL BEAM PRE-ENGINEERED
AT TOP OF CMU WALL THEN A WOOD TRUSS61MPSCWMTSI6CANBESUBSTITUTED
FOR EACH MISSED 'A' STRAP (TYP. UOA) PROVIDE 20 Ga. GALV. PLEASE SECURE EACH MTS(6 STRAP%V/1 FLASHING FOR TRU55
FOLLONPYG THE ATTACHEDTABLE ANDTOACCORDNGTOTHE.UPLIFT SHOWN FROM SIT ON
THE TRUSS MAFUFACTUIRER NSTALL ALL
TAPC4DN'3 WITH I-IR• MN. EMBED.
LINTEL BEAM U)/ (1) 5 CONT.— , N Y 7 \ C I CM
SW'QSON MTS16
ATTACH TAPCONS
EVERY OTHER HOLE
NOTE. TAPC > SHOULD BE INSTALLED
N STRICT ACCORDANCE WTH THE
MANFAC WEIRr$ RECCM'IETAATIONS
M S
MISSED "A` STRAP DETAIL
ROOF SHEATHING OVER TRUS°
SEE NAILING ZONES)
SAM4AIL W/ (2) Ibd NAILS
L' BRACE TO EXTEND AT LEAST
90% OF WEB LENGTH (SEE TABLE)
2.4 PANEL BLOCKING
FOR THE (4) ROWS OF Tf
FROM EA END TYPICAL
ATTACHED UV (2)16.1 TO
GYPSU! 1 WALL BOARD—/
SECTION 2x8 P.T. LEDGER
THE MSSED FILLED CELLS CAN BE REPAIRED
BY EPDXY GROUTING (1) 5 REBAR (SEE EPDXY
PROPERTIES AND SPECIFICATIONS " CONCRESIVE
LIQUID LPL OR EQUIVALENT ') INTO BOND BEAM
AND INTO THE FOOTING FOR ALL FILLED CELLS
54OUN ON PLANS BUT NOT FILLED N THE FIELD
PROVIDE 6" MIN EMBED. AND 3/4"T HOLE INTO
THE BOND BEAM AND THE FOOTING
TOP OF BOND BEAM
BEAM W/
U 5 CONT.
PROVIDE 25'
SPLICES C7YPl
Fit -LED %-- v CM WALL1) 5 VERTICAL
EPDXY GROUT 5 F
INTO FOOTING AND
BEAM UY 6• MIN Q'
OF FOOTER
NOTE= EPDXY GROUT SHOULD BE INSTALLED IN
STRICT ACCORDANCE WITH THE MAMFAGTURER'S
RECGFT^EPAATIONS.
MFC
MISSED FILLED CELL. DETAIL
1(ni:
055 SHEATH
24' OL.
x4 CONTINUOUS
O/c
EA SIDE CTYPJ
2.4 BLOSIDE CG
SIDE • .
2x4 GEACTYPJ2.4 VIDEBLO
GABLE
14-11O EA SIDE CTYPI
U.T. • 24. O.G.
CMU WALL
CHIMNEY DETAIL
CONNECTION N.Ts.
l/16" OSB
OR 1/2" CDX
2.4 DIAG. BRACE • 48" O.C.
W/ (4) 10d NAILS • EA END
FIRST TWO BAY$
10d NAILS • 4. OC
DOUBLE LINTEL • GABLE END
W/ (U 5 IN EACHEACCOURSE V)'
X 0' WEDGE ANCHORS
31' O/C 1)'
5 VERT- BAR SEE
FOUNDATION PLAN FOR
EXACT LOCATION) 5
24'
AT
48" 24" PROVIDE
PROVIDE (U 5 AT 40' OZ.
VERY. AND (2) 5 _ BELOW
EA POST LOCATION
FILL ALL CELLS
WITH 2500 MI CONC.
ALTERNATE FIOOICS -
IN FIND, BRACE
EXTERIOR SIDE OF
WALL DURING 0' COMPACTION
OF THIS AREA
5 a 43' O.0 ------- FLOOR
PLAN a 2-
2X 1/
16" OM 4 TOP OR
Vl' CO 2-
2x4 TOPPLATE2X4
STUDS V,
O/C OR I/. 2X4
DI BRACE
4( 2X4
P.T. DOT.
PLAT J-
50LTS AS
SHOWN STRAP
EA STUD
W/-5- HURRICANE
CLIP
TO TOP J
BOT, PLATE CI'
U WALL WALL
SECTION Q FRONT ELEVATION EXTERIOR
CHIMNEY DETAILS ECD
v
SIDE
ELEVATION
1:
BRACM WOLFFEMENTS STUD
INGSPACNO
L.
BRACE U
2.4 i'
BRACE 2)
2x4 L'
BRACE 2)
2x6 L'
BRACE I .
o_0.. 24"
1 0'-0" NOTE:
L' BRACE MUST EXTEND AT LEAST 90x OF WEB LENGTT GABLE
TRLS5 L'
BRACE IN 10d -4"—. 11
I \ (SEE SCHEDULE FOR SIZE AND LOCATION) CONTINUOUS
BEARING GABLE
END BRACNG DETAIL WND'
SPEED 100 TTP1{ MEAN WALL HEIGHT UP TO 30'-0" IRRI
CA/ E ENGINEERING
4o7)
n4-6o03 FAC (407) 774-6477 OR
OR P.
O. SoX 161613 XTAMONM SPRINGS, M 32716 MOWS
J. ANDERSo11 PEI 47319 E
FOR T SNIP 1)
5 CONT. 2) SIMPSON T522 (2430Lb. max OF t_ FT) or 2)
HUCsHES-RT22112-(2'330Lb. max UrLIFT) or PROVI
DE OPEN GBmER
2)
SEMCO ADS-2 13412Lb. max UPLIFT). FMADJLAt48. O.C. FOR
WEEPS SLOF'
WG 2x4 POST SEE GRADE
AWAY DOUBLE TOP PLAN FOR QUANTITY FF40M
HOUSE PLATE CONT.
A$ ,_ 2'-0• ,- 3" CLR COV. SHOWN .---
7(RETAINING
WALLNOTE= BRAADEQUATELYDURINTIONFOR
PATIO SLAB. LEAVE BRACES N
PLACE FOR T DAYS AFTER PATIO
SLAB IS POURED 1
MAY
0 DETAIL
for (2)35 SUE36TITUTION for
11hl a GIRDER CONNECTION n
z
U
U)
Q
J Q
W
0
W
W Z
WrL
QW/
U
0
FIBEFd'.aLAS6
SHINGLES OVER
15' FELT OVER
1A6. O.S.B.
WOOD TRUSSES
STRAPPED AS
SHOUN ON
TRU55 LAYOUT
L<2 P.T. OVER Dc8
CDR OVER 2X&
3/8• RGH. bA1W PINE 6UBFA5CIA
OR 1!I' EXT. GRADE W/ CONT. ALUM.
DRYWALL VENTED SOFFIT
SEE FLR PLAN DBL. 2X8 HEADER
FOSTRAPPING FOR 4'-6• MAX R . OPENING,
DBL. 2XIO 3
V2' CONG SLAB HEADER FOR 5'-S' WiFIBERMESIH
OVER MAX. OPENUHG UND. 90
MIIL. VAPOR BARRIER 3
V2• CONG SLAB 01-._
R TREATED POST W/
FIBERMESH ON UXJOD POST COMPACTED
FILL WO)
PO CLFAI.4 COMPACTED PER FLOOR FLAN PER
PLANFILL W/ MONOLITHIC WRAPPED W/5TUCC0 S -
FTG. W/ 2 ' 5 BARS OR®
OR® EOFLOOR
PLAN SEE
FLOOR PLAN) FOR POST SIZE GRADE
DE J
J 2 '
5 KEBABS THICKENED
SLAB AT SCP SECTION
COVERED PORCH BEARING
PORCH POST 2-
2XIV UNLESS OTHERWISE
NOTED ON
FLOOR PLAN TYPICAL
STUCCO 2-
D STRAP TIES FINISH (ALTERNATE O CEDAR
FINISH) (ONE EACH SIDE) WOOD
POST PER
FLOOR PLAN ROF'
ROSTSIZEGONG. SLABEPPELEVATION
REAR PORCH POST MONOLITHIC DETAILS
SIMILAR) MMUCAME ENGINEERING
2X4
BLOQGPY
a 24'OC. TYP. LATERAL
SUPPORT ROOF TRUSbTOPOFFRAMEWALL2) I2d
NAILS TO ROOF TRUSSES) TYPJ 2)
12d NAILS (TYPJ V2' DRYWALL'"
2 - 2X TOP PLATE W/ 'O.
32' O/C IR' DRYWALL
R-11 BATT INSULATION l/8•
STUCCO OVER METAL LATH OVER IS-
FELT OVER 0.5B. TOP OF
FRAME WALL 2X STUDS
w O/C INTERIOR PORCH
NB BRACING
AT
NON —LOAD BRG. EXTERIOR WALL
DETAIL x U)
J
F--
W
2
U
13L
0
a
U
O
Ea
till
1211ns IgSa
fill Sheet
SIP
of:
I
rn,
PLANS REVIEWED
CITY OF SANFORD