HomeMy WebLinkAbout152 Bristol Forest Trl - BR03-001718 - SFR2, PERMIT ADDRESS _VS
CONTRACTOR Centex Homes
ADDRESS 385 Douglas Ave., Ste 2000
Altamonte Springs, FL 32714
407-661-2176
CGC 049689
PHONE NUMBER
PROPERTY OWNER
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
SUBDIVISION—%
PERMIT,, -" -40!n DATE-41-f#3
PERMII'DESCRIPTION S1114
PERMIT VALUATION 4
SQUARE FOOTAGE
I
S
This is to certify that the building located at
152 BRISTOL FOREST TR for
which permit 03-00001718 has heretofore been issued on 5/07/03
has been completed according to plans and specifications filed In the
office of the Buildii Official pricer to the issuance of said building
permit, to wit as complies with all the
building, plumbing, electriYal zon.ng and subdivision regulations
ordinances of the City of Sanford and with the provisions of these
regulations.
STAFF APPROVAL Subdivision Regulations Apply. Yes No
DATE APPROVAL DATE APPROVAL
BUILDING:
Finaled c '
ZONING:
Inspected
ILITIES®
Water
Lines Inert
Meter
Set
Reclaimed
Water
ENGINEERING:
FIRE:
Inspected
Sewer
Lines In
Sewer
Tap
Street
Drainage Paved
Maintenance
Bond
PUBLIC WORKS:
Street
Name Street
Signs s Lights
Storm
Sewer Driveway
Street
Work
DESCRIPTION DATE AMOUNT
WATER -SEWER IMPACT FEES
01-APPLCTN FEE -ELECTRIC 6f_11103 1-000
01-APPLCTN FEE -BUILDING 5/07/03 10.00
01-APPLCTN FEE -MECHANIC 6/16/03 10.00
01-APPLCTN FEE -PLUMBING 5/22/03 10.00
02-ENGNG DEVLPMT FEES 5/07/03 10.00
01-FIRE IMPACT - RESIDENT 5/07/03 59.27
01-LIBRARY IMPACT FEE 5/07/03 54.00
01-OPEN SPACE 5/07/03 279.61
PAGE: 2
CERTIFICATE OF OCCUPANCY / COMPLETION
This is to certify that the building located at
152 BRISTOL FOREST TR for
which permit 03-00001718 has heretofore been issued on 5/07/03
has been completed according to plans and specifications filed —1`—nthe
office of the Building Official prior to the issuance of said building
permit, to wit as complies with all the
building plumbing, electrical, zoning and subdivision regulations
ordinances of the City of Sanford and with the provisions of these
regulations.
STAFF APPROVAL ' Subdivision Regulations Apply: Yes No
01-POLICE IMPACT RESID 5/07/03 91.93
01-RADON GAS TAX FEE 5/07/03 10.80
01-ROAD IMPACTFEES 5,/07/03 847.00
01-RECOVERY FD/CERT. PGM. 5/07/03 10.81
01-SCHOOL IMPACT FEE 5/07/03 1384.00
WD IMPACT:SINGLE FAMILY 5/07/03 650.00
SD IMPACT:SINGLE FAMILY 5/07/03 1700.00
14'
e '
I INjll 6YVI-Qs -
OWNER 13UI IMG
I H 8111-8 30 a U] t4a WkKyn bw W
DATE:
PERMIT
ADDRESS:
CONTRACTOR:
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.
6/z V o
Kngineerin-Fireg
Public Works —JZoning
Utilities __j Licensing
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
IH Kelm 30 0 U3 A* a Im W 100 V
SINGLE FAMILY RESIDENCE****
DATE: - \,+-o--1-,
PERMIT #:
ADDRESS.. a Pam,
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. 0. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
Engineering :1 Fire
P u b I i c Work' Zoning
NLIMMM Licensing
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
0
M
PERMIT #:
AADDRESS: \ 5 ) ; nra 9
CONTRACTOR:
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. 0. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
Fire fit
Public Works El Zoning
64U t i I it i e S'`_111_'_711,11 'X 1?' n g (9, zTicensi
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
M
O.M.B. No, 3067-0077
Expires December 31, 2001Z
1111113
CENT EX HOMES I
BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. lcompanyWlc Number
152 BRISTOL FOREST TRAIL
CITY STATE ZIP CODE
FL
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 33, PRESERVE @ LAKE MONROE
BUILDING USE (e.g,, Residential, Non-residenfiaJ, Addition, Accessory, etc. Use a Comments area, if necessary.)
RESIDENTIAL
LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type):_
Q - ##'- ##.#ff' or ##.#####I [I NAID 1927 0 NAD 1983 [1 USGS Quad Map [__1 Other.
NFIP COMMUNITY NAMF COMMUNITY NUMBER B2, CC1l1NTY NAME @3. STATE
B4. MAP AND PANEL 87, FIRM PANEL % BASE FLOOD ELEVATION(S)
NUMBER 65, SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth offlooding)
1202940035 E 4117/95 4117/95 X NIA
810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9.
El FIS Profile 0 FIRM El Community Determined Other (Describe):
611. Indicate the elevation datum used for the BEE in B9: 0 NGVD 1929 NAVD 1988 [—) Other (Describe):
B12. Is on Date
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1, Building elevations are based on: 0 Construction Drawings* Building Under Construction* Finished Constmdon
A new Elevation Certificate Wil 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 - seep 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, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/Al -A30, APJAH, 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 spaoe provided or the Comments area of
Secton D or Section G, as appropriate, to document the datum conversion,
Datum Conversion/Comments
Elevation reference mark used —Does the elevation reference mark used appear on the FIRM? [I Yes 0 No
o a) Top of bottom floor (including basement or enclosure) 14. 4ft.(m)
o, b) Top of next higher floor N/A . 110)
c) Bottom of lowest horizontal structural member (V zones only) AA -
d) Attached garage (top of slab)
ft.(m)
14. 1 ft.(m)
a) Lowest elevation of machinery and/or equipment
servicing the building (Describe in a Comments area) A , lft.(m) E
0 Lowest adjacent (finished) grade (LAG) 13 , 3 ft.(m) Z'
g) Highest adjacent (finished) grade (HAG) 13, 8 ft.(m)
h) No. of permanent openings (flood vents) within I it, above adjacent grade 0
o i) Total area ofall permanentopenings (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.
certify that the information in Sections A, 8, and C an this certificate represents my best efforts to interpret the date available.
Llunderstand that any t 'statement ma, be punishable by fine or imorisonment under 18 U.& Code, Section 1001, CERTIFIER'
S NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 PROFESSIONAL
LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. CITY
STATE ZIP CODE ORLANDO
FL 32803 FEMA
Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions
REMEMBE=
BUILDING STREET ADDRESS (Including Apt, Unk Suite, and/or Bldg. No.) OR P.0, ROUTE AW F30X N.(-;, Policy Number
152 BRISTOL FOREST TRAIL
CITY STATE ZIP CODE— Company NAIC Number
FL I
IR1ZI #W*01=411019*4 -90411 ?P01 ol.
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/comparry, and (3) building owner.
COMMENTS
ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY DATUM;
MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT
0 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 El through E4. Ifthe Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F,
Section C must be completed.
El. Building Diagram Number _(Select the building diagram most similarto 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) El above or 0 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 flooror 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 topof the platform of machinery and/or equipment servicing the building is _ ft.(m) _in,(cm) [:1 above or 0 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?
0 Yes El No El Unknown, The local official must oe2 this information in Section G. SECTION
F ® PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The
property owner or owner's authorized representative who ompletes Sections A, 6, C (Items C3,h and C3.ionly), and E forZone A (without a FEMAAssued or community - issued
BFE) or Zone AO must sign here. The statements in Sections A, 6, Q and E are carrect to the best ofmyknoWedge. PROPERTY
OWNER'S OR OWNERS AUTHORIZED REPRESENTATIVE'S NAME SIGNATURE
COMMENTS
mm
STATE
ZIP CODE El
Check here if attachments SECTION
G - COMMUNITY INFORMATION (OPTIONAL) The
local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate.
Complete the applicable item(s) and sign below, G1,
El The information in Section C wastaken from other documentationthat has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or
local law to certify elevation information. (Indicate the source and date of the etevation data in the Comments area below.) G2.
El A community official completed Section E for a building located in Zone A (without a FEMA issued or ocmmunfly4ssued BEE) or ZoneAO. G3.
El The following information (items G4-G9) is provided for community ffoDdplain management purposes. G7.
This permit has been issued for, 0 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 FEMA
Form 81-31, January 2003 Replaces all previous editions
rLAT OF SURVEY
DESCRIPTION: (AS FURNISHED)
LOT 33, PRESERVE AT LAKE MONROE
AS RECORDED IN PLAT BOOK 62, PAGES 12--15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
NOTE:
THE FINISHED FLOOR ELEVATION OF THIS
STRUCTURE MEETS OR EXCEEDS THE
THE REQUIREMENTS SET FORTH IN THE
CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A),
PI ,,
olV
Q,
0
0,
AO
Cl:_'RTIFIFD TO AND FOR THE
EXCLUSIVE USE OF:
COMMERCE FILE COMPANY
COMMERCE TITLE INSURANCE COMPANY
CTX MORTGAGE COMPANY, LLC
NOTE:
I- 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 8-14-03, 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 4/17/95 AND FOUND
THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X,
AREA OUTSIDE 100 YEAR FLOOD PLANE
ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY
VCR 11CAL CONTROL AS FURNISHED.
3EARINGS SHOWN HEREON ARE BASED ON
THE SOUTHWESTERLY LINE OF LOT 33
BEING N 54'23'11" W PER PLAT.
FIELD DATE:) 5/13/03 -REVISED:
SCALE: I" = 30 FEET
APPROVED BY: _WR—M—
JOB NO, ASM39647 FORME)OARD 5-27-03 CKU
PLOT PLAN 03-07-03 CK6
DRAWN BY: LOT FIT 12-16-02 CKB
LEGEND
BUILDING SETBACK ONE
RIGHT OF WAY UTF
14.23EXISTING ELEVATION
CONCRETE
LB LAND SURVEYING BUSINESS
LS LAND SURVEYOR
PRO PERMANENT REFERENCEERIENCE MONUMENT
PCP PERMANENT CONTROL POINT
P) PER PLAT
M) MEASURED
FIND FOUND
C/W CONCRETE WALK
S1W SIDEWALK
cp CONCRETE PAD
Cs CONCRETESLAG
c CHORD LENGTIT
PK PARKER KALON
R RADIUS
POC POINT OF CURVE
AMERICAN SURVEYING c MAPPING
OF AUTHORIZATION NUMBER LB#6393
320 EAST SOUTH STREET, SUITE 180
ORLANDO, FLORIDA
32801 (407) 426- 7979
FRANTIC SCALE
0 15 30
00 ENE) 112" IRON ROD AND CAP
T, a ff6 393 (B/14/03)
I ND NAIL AND DISC
TA #68 (8/14/03)
0 FNO 1/2" IRON ROD AND CAPITT! 068 (8/14/03)
CNA CORNER NOT ACCES5101-F
6 DENOTES DELTA ANGLE
L DENOTES ARC LENGTH
Ell DENOTES CHORD HEARING
PC DENOTES POINT OF CURVATURE
PI DENOTES POINT OF INTERSECTION
PRC DENOTES POINT OF REVERSE CURVATURE
PT DENOTES POINT OF TANGCNCY
TYR 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
I HEREBY CERTIFY, THAT THIS BOUNDARY
SURVEY, SUBJECT TO THE SURVEYOR'S NOTES
CONTAINED HEREON MEETS THE APPLICABLE
MINIMUM TECHNICAL STANDARDS" SET FORTH
BY THE FLORIDA BOARD OF PROFESSIONAL
SURVEYORS AND MAPPERS IN CHAPTER
6IG17-6, FLORIDA ADMINISTRATIVE CODE
PURSUANT TO CHAPTER 472,027, FLORIDA
FOR
THEI
FIRM
JR. PSM #4Y8 DATE
CITY OF SANFORD PERmfT APPLICATION
Permit # : bate:
Job Address: t°SSG _r 7f' Description
of Work: Historic
District: Zoning: Value of Work: Permit
Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm poal r
Electrical:
New Service — # of AMPS Addition/Alteration Change of Service Tempo pole ,- Mechanical:
Residential Non -Residential Replacement New (Duct Layout & Energy Cali} Required) Plumbing/
New Commercial: # of Fixtures # of Water & Sewer Lines # of Leas Lines Plumbing/
New Residential: ## of Water Closets Plumbing Repair— Residential or Commercial i- Occupancy
Type: Residential _ Cormnercial Industrial Total Square Footage: ' Construction
Tyne: # of Stories: # of Dwelling Units: FloodZone: (FEMA form required for ov— , than ) Parcel #:
Attach Proof of Ownership & Legal Description) Owners
Name Re Address: Phone.
Contractor
Name & Address:. w
StateLicense.Number: Phone &
Fax:_ X Contact Person. Phone: 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 commenwd p or r- Ffro. 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, WFLIS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR
CONDITIONERS, etc_ QWNBR'
S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable: lava,<, fl:rrl drrg construction
and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN C it ?)Z PAN ;rG TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORF 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 r'et i <ag cies. Acceptance
of permit is verification that i x illnotify the o vncr of the property of the requirements of Florida Lien Law, FS 713. Signature
of Owner/Agent Date Signature of Contractor/Agent Date Print
Owner/Agent's Name P - t Contractor -Agent's }L ame Signature
of Notary -State of Honda Date i( 7ature of e a y Stag o Flori(,a Date q
r _. Ohkncr/
Agent is Pcrsonalh Kno M to isi, or Cbnu r Ace is w,onai, Known to h1 1-
oduced ID t ucox T V'
PLI \I ION APPROVFED I3Y: Bldg: -- _-, Zoning -- - - L . .es: FD: Initial &
Datc; (Initial C Dato} (Initial K Date) (Ilxnal fi Oa'c Cunclitions:
I lilt to 1110 10111111 is 11111 of 11 In 11111111111 fit 111111 till
NAME: Debra A, Riggs-7entex Homes
385 Douglas Avenue, Suile20
Altamonte Springs, FL 3271r],
MARYANNE MORSE, CLERK OF CIRCUIT COURT,
SEMINOLE COUNTY
BK 04779 P6 0241
CLERK'S # 2003061295
RECORDED 64/14/M3 090042 AM
RECORDING FEES 6.00
RECORDED BY L'McKinloy
THE "ERSIGNED 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 —4 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
I terest in Property: FIIE SIMPLE INTEREST
Name of Fee Simple Titleholder: N/A
4. Contractor: CENTEX HOMES'
385 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
CER11FIED, COM
MARYANNE MOFM
CU',,RK OF CIRCUIT COU"
0 U"
0-1 ` %
14110fao
APR 14 2003
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) 661-2150 Fax: (407) 661-4089
8. In addition to himself, Owner designates the following person to eceive a copy of
the Lienor's Notice as provided ift Section 713,13 (1) (b), Florida Statutes: NONE
9. Expiration date of Notice of Commencement (the expiration is date is I year from
the date ofrecording unless a different date is s ecified)
Debra A. RJgg
OFFICE MANAGER FOR CENTEX HOMES. 385 DOUGLAS AVE"
SVIT92000, ALTAMONTE SPMGS, FLORIDA 32784
TIM FORBOODqO INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS
By DEBRA A , PJGO&, 0"Ice MANAGER
CRNTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION WWA
2728 HOLDING CORPORATION, A NEVADACORPORATION, DEBRA A RIGGS IS
PERSONALLY KNOWN TO ME AND DID NOT TAKE AN OATH.
NOTARY PUBLIC
JACKIF rAINE,03
Notaq P!-iblic, of Hnrida
Jan 21, 2004C0Fr'tt1'7`irI1 4 CC891727
e
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BATH C BATH D
L 1 R_AM QNSE
SCALE - 114`
LEGEND
Z T it£ DE-4M » -O' AFF,
fOTEo ALL HTERIOR WALL5 TO DE 3 b!2'
UILE55 04EW'-E NOTED
NOT& EUVATPON'A' SLOW
SQ, FT, CALCULATIONS
LAMAPr
ENTRY 3a MOTE_
3 OTkER o SEE FOUNDATM PLAN
GARAGE 33i FOR FILLED CELL LOACTICNI
TOTAL AREA
ifJER-
pATO' T4Pa*AOLL
BE DOUBLE 2" 1XJD Lil #LESc/
TOTAL AREA '. 2lbi 1 NOTED OTHERU?iSE j
j
25
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DER THAN APPLIANCE
2-CAR GARAGE }} ENAFT
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40-0-0
ROOF TRUSS LAYOUT ) A'
12
EASES ON -NATIONAL FE&r-" 5f1FCP1-ATf0N5
FOR UJOC;O 0O9ZTF411cTICN FROM
TA5Lr - 'NAE1,5 AND Sf-KES - 0-4-1
LATERAL LOAD C1E5L--N YALUE5'
MAL SHEAR VALUE (RZ.-)
411d IV3.
Iod V5. ALL FLAT CEILINGS!"
I&d 4S.
TO UVE: 20 psf
NOTE - SEE TFU55 t-FG,'S EWSINEERINS 4ND TO DEN), 7 psf LAYOUTS
FOR TFU55-TO-TRU55 GOI-NEGTOR5 BC LIVE: 0 psf Bc
DEAD: 10 psf ROOF
TRU65 ANCHORAGE_ tp-
m- I)
LlSE (!) TYPE 'C' (OR INTER::Asr Aw E TIE) FOR TRUSS TO FRAtE WALL
OR CMN W-E55 NOTED OTHEFRUHSE CUNL`-) 2)
U5E (f) TTf'E 'A' (OR WTERC4-A45ADLETIE) FOR TF165 TO FLOCK U4,
4LLCCN$EcTicm (URO.) 3)
tjSF Egfo-N (OR JNTEFCPAMGEAaLE TIEFOR ALL JC457 94WF-P CONI ECTICKS
NNO) 4) Lr5E (
3) Wd OR (3) 131 x 3 VA' PASELODF GUN NAIL TO FASTEN JACK TO W". (
T45) 5) C,
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Orlando Division
385 Douglas Avenue, Suite 2000
Altamonte Springs, FL 32714
Office: (407) 661-2150
Fax: (407) 661-4089
www.centex-orlando,corn
TO WHOM IT MAY CONCERN:
Effective immediately, and until further notice, this letter will
serve as authorization for Jackie. Caines or Nan Holmes to sign
permit applications and energy calculations for any lots owned by
Cented Homes, obtain permits for same and receive Certificates of
Occupancy, -in my name, and license, for the subdivision and lot
specified below:
PATRICK J. KNIGHT
CGC049689
STATE OF FLORIDA
1070LOT
COUNTY OF SEMINOLE
The foregoin%*t' t was acknowledged before me this
by Patrick J. Knight, Division
President of Centex Homes - Orlando). He is personally known to
me and did not take an oath.
Orlando Division
385 Douglas Avenue, Suite 2000
Altamonte Springs, FL 32714
Office: (407) 661-2150
Fax: (407) 661-4089
centexhomes.com
ROGER DIXON, INTERIM CITY MANAGER
CITY OF SANFORD
300 NORTH PARK AVENUE via HAND DELIVERY
SANFORD, FL 32771
Re: ESTOPPEL LETTER
This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the CityofSanfordandasthebasisfortheissuanceofPermitNo- for the followingwork-, OT_0_____ PRESERVE AT LAKE MARY ST hi r- 1r Y RESIDENTIAL (SFR) CENTER
HOMES of
Permit No, hereinafter
referred to as the "Owner", recognizes that issuance will
be made with numerous limitations as more particularly setforthherein. The Owner recognize that this approval does not exempt us from complying
with any applicable building codes, land development regulations, Comprehensive
Plan requirements, or exempt our site or building(s) from any applicable developmentregulations. By
issuing Permit No. I the City does not guarantee approval of any other development
orders or development permits. The Owner acknowledges and agrees that no
Certificate of Occupancy will be issued by the City for the PROPOSED SFR until
all required land development approvals have been obtained and all required improvements
have been installed, inspected and authorized for use by the City, The Owner
hereby grants the City the right to deny use of the SFR for
occupancy until all of the above -referenced project is in compliance with all
applicable development regulations_ TheOwner
hereby agrees to indemnify and hold the City and its officers, employees and agents
harmless for any and all losses, damages, injuries and claims in any way relating, directlyorindirectly, to the permitting or construction of the above -referenced project or
I
the issuance of Permit No. The Owner also agrees to the following as
additional conditions for Permit No,
The Owner hereby agrees to disclose the contents of this document to any and all of our
successors in Interest, contractors, sub -contractors and agents. The undersigned further
warrants that he or she is authorized to bind the Owner and has been duty authorized to
sign this document.
Sat atPrinted
Typed Name STATE
OF FLORIDA COUNTY
OF SEMINOLE Signature
PATRICK
J. KNIGHT Printed /
Typed Name um
The
foregoing instrument was acknowledged before me thi4W 0 9 ?003 day of by
PATRICK J. KNIGHT — as DIVISION PRESIDENT for —
CENTEX HOMES El who is personally known to me or 0
who produced their Florida Driver's License as identification. N
dLIi c 6ary;PublicPrintName -
My Commission
Expires:
7.
City of Sanford Building Division 16
Submittal Requirements for Residential Building Permit
El I Two (2) recent boundary and building location surveys showing setbacks from all
structures to property lines for permit for structures (not fences).
11 2, Two (2) complete sets of construction design drawings drawn to scale,
Complete sets to include:
a, Foundation Plan indicating looter 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 "'l-heState of Florida requires bathroom
compliance with Florida Accessibility Code.
C, An elevation ofall exterior walls - cast, west, north, and south- Finish floor elevation
height as per Engineering Department or subdivision plat.
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
c. Framing plan for floor joists where conventionally firained. Plan is to indicate span, size
and species of materials to be used-
f Engineered truss plan with details of'bracing, engineered bearns for spacing openings to
carry and support tFUSSCS.
g. Stair details with tread and riser dimensions, stringer size, methods of attachment,
placement of handrails and guardrails.
11, Square footage table showing Cootaj.-,,es:
I Garages/Carports sq ft.
2, sq. ft.
3 Patio(s) sq.lt-
4. Conditioned Stiticturc, s(l fir
Total Ooss Area 2-10 sq. it,
H 3, Three (3) sets of'cornpicted FrierFloridaIEnergy (,ode Forms.
11 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 13ml(fing Official or his
representative.
5, Other submittal docujncu(s
a. Utility letter or approval when public water supply and/or sewer systern connection to
be made.
b. Septic tank permit issued by Seminole County I Ical(h 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 fice statement.
C, Property ownership vctificallon-
r Driveway permit issued by City Engineering Department.
11 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
Issue(]- inspections will not be scheduled or made and subcontractors will be sub , lect to penalty
under city ordinances.
APR 0 9 2001,
Date Ovoicr/Agent Sip natu
S-06-203 12:S2PM FROM
r 7ri,
CM OF SANFORD PERMIT APPLICATION
Permit :
Job Addr
Descriptie
Historic Du„ cvntag: Value of Work: 5
Permit Type: Building Electrical X Mechanical PlumbingFire Sprinkler/Alarm Poctl _ Electrical:
New Seryicc — # of AMPS i Addition/Alteration Change of Service Tempor iy Pole Mechanical:
Residential Non -Residential Replacement New (Duct Layout & energy C alRequired) Plumbing/
New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines PlumbinOew
Residential: # of Water Closets Plumbing Repair— Residential or Commercial r Occupancy
Type: Residential Commercial Industrial TOt11 Square Footage: Construcnon
Tyne: _ # of Stories: # of Dwelling Units: _. _ Flood Lone: (FEMA form required for utarr l:,an X) Pxrcel
A. (Arrach Proofo(Ownership & Legal Description) O-
ocrs .'sme & Address: Centex Homes 385 Douglas Ave.. Suite 2000 Altamonte
Springs, FL 32714 _._ Phone: 407-661-2150 Cootc;
ctorNacnc&Address: ` Approved Electric Co. of Florida 4874 S. Orange Ave. Orlando,
FL 32806 State Uceose Number; EC.0002494 Phone:
@ Fax: Fax 4(17-851-1226 ContactPerson:John Findlay ....—Phone: - 407-851-1220 Rondi„
Company: _ — aGress --
tort
a ,e Lendcr A
005 rchiterrEn;;
incer. A
Orws Phone:
V
ax: Application :
s hereby made to obtain a permit to do the work and installations as indicated. I certify [hat no work or installanon has commencc4 pn:,, n,c issuance
of a permit and that all work will be performed to n'b=t standards of all laws regularing construction in this jurisdiction.. 1 understand chat a separate prrrit
must be sccumd for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR'
77,\'0ITIONERS, ctc. k'
NER'S AFFIDAV fT: I ccr[ify that all of the foregoing information is accurate and that all work will be done in compliance with all appiicnl,lr, wl.
xdon and zoning, WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RFSUi,i IN IEFORIMPROVEMENTSTOYOURPROPERTY. rF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN n,
l-TORfiEY BEFORE RECORDING YOUR NOTICE OF COMMF,NCEMENT. NOTIC
F.: In aodibon to ft mrquirements of this permit, there may be additional restrictions applicable to this property that may be found in the public mcores o: r„
s county, and there may be additional permits required from other governmental cntilies such as water management districts, state ugcncics or rcdc,u! uvmc,cs ccptaccc
of permtl is verification that 1 wall notify the owner of the property of the requireme - i S 7 S;
9%vurc of Owner/Agent Date Sibmawrc o Contractor/Agent Datc i':
ir! Owner/Agent's Name S:
g: a:u c of Notary -State of Flond;t C
N s,;cnt is Pcrsonnlh ,`;nossn LU NiC ur f'
rr,ciuc tl ID A;'
I'I(OvED 13Y: Bldg. Initial &
1)4tc, Charles_
Cannon Pr
o'onu33c/cior.-',gent's Name Date
tgrsaturc of Koury -.State Of Flonct v
aa,,, c
PATRICIA A. KA,, s.LACi r'
YCO;s i.^•iSS33N;f Dpttis,?06 ontructpr/
Ac:-.: is _ PcrsunuC, Kr[nwn a M'?14o4 EXPIRES: -March 2e,2Qti3 P uJutc •:
1 _, __ i-e0DZMTARY FLtdetMService SLOond!na,lno, Initial & Uutcl (Initial
K i).,lc) (Itrt 31 ti Ua'.: `
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
PARCEL DETAIL f <l
i t
Seminole Count%
n r rl v Prtt isr a
r ncra
1 11l1 lK, First St.
San to rd 61. 32771
40T-fi6i_75116
2003 WORKING VALUE SUMMARYGENERAL
Value Method: Market
S3-SANFORD
Parcel Id: 0000- 30330Tax District: WATERFRONT 000- Number
of Buildings: 0 REDVDST
Depreciated Bldg Value: $0 Owner:
CENTEX Exemptions: HOMESDepreciated
EXFT Value: $0 Land
Value (Market): $13,680 Address:
385 DOUGLAS AVE STE 2000 Land
Value Ag: $0 City,
State,ZipCode: ALTAMONTE SPRINGS FL 32714 Just/Market Value: $13,680 Property
Address: Assessed Value (SOH): $13,680 Subdivision
Name: PRESERVE AT LAKE MONROE Exempt
Value: $0 Dor:
00-VACANT RESIDENTIAL Taxable
Value: $13,680 SALES
2002 VALUE SUMMARY Deed
Date Book Page Amount Vac/imp 2002 Tax Bill Amount: Find
Comparable Sales within this Subdivision 2002 Taxable Value: LAND
LEGAL DESCRIPTION PLAT Land
Assess Method Frontage Depth Land Units Unit Price Land Value LOT 33 PRESERVE AT LAKE MONROE PB 62 LOT
0 0 1.000 13,680.00 $13,680 1 PGS 12 - 15 NOTE:
Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes.
If
yourecently purchased a homesteaded property your next ear's property tax will be based on JusUMarket value. http://
www.scpafl.org/pls/web/re_web.seminole_county_title?PARCEL=2219305020000033O1... 4/7/03
CITY OF SANFORD PERMIT APPLICATION
Permit No.:
Job Addres . _ 3 3
Date:
Permit Type: XX Building Electrical Mechanical Plumbing Fire Alarm/Sprinkler
Description of Work: CONSTRUCT CONCRETE BLOCK SINGLE FAMILY DWELLING
Additional Information for Electrical & Plumbing Permits
Electrical: Addition/Alteration _Change of Service Temporary Pole ,New AMP Service (# of AMPS )
Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional)
Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines
Occupancy Type: XXResidential _Commercial _ Industrial Total Sq Ftg:— Value of Work:
Type of Construction: CONC . BL K. /06 Flood Zone: Number of Stories:L Number of Dwelling Units: 1
Parcel No.: 22-39-30-502-0000- j3j 0 (Attach Proof of Ownership & Legal Description)
Owner/Address/Phone: CENTEX HOMES, ,385 DOUGLAS AVE. , STE. #2000, ALTAMONTE SPRINGS, FL 32714
4n7-661-9176
Contractor/Address/Phone:. SAME AS ABOVE (PATRICK J. KNIGHT, PRESIDENT)
State License Number: CG C049689
Contact Person: MIKE ENWRIGHT Phone &Fax Number: 407-661-2184 *** 407-661=4089 .`
Title Holder (If other than Owner): N/A
Address:
Bonding Company: N /A
Address:
Mortgage Lender: N/A
Address:
Architect/Engineer HURRICANE ENGINEERING PhoneNo.:' 407-774-9003
Address: P.O. BOX 161613, ALTAMONTE SPRINGS, FL 32716 Fax No.: 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 wiih.'..':.
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 ofthis permit, there may be additional restrictions applicable to this property that may be
found in the public records ofthis county, and there may be additional permits required from other governmental entities such as
water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
V,_APR 0 9 2003 . APR 0 9 2003
Signature of caner/Agent Date TignaAre of Contractor/Agent Date
PAT KNIGHT
I
of Notary- a oftiFlorida
qY
c Y afar, G 7.:u x Notary Pt,:.u'-t a nvritersr`c{;`` Bona ti'fhru
Owner/Agent is XX Personally Known to Me or
Produced ID
PAT KNIGHT
int,Contractor/Agent's
Sicnature of
y '
A BRGAN
col'Ai ts- oN# N 098590
1,2a,r004
Bonded 7hru Newry PuBllc U ,oar,uriters
Contractor/Agent is
Produced ID
APPLICATION APPROVED BY: 1/ v-
Date
XX Personally Known to Me or
Date: 3- 3
Special Conditions:
COUHTY UF SEMINOLE `
IMPACT FEE STATEMENT
ISSUED BY CITY OF SANFORD
STATEMENT NUMBER 103-75443 DATE:
BUILDING PERMIT 'ICITY) COI INTY NUMBER:
UNIT ADDRESS: ............ _______...... _........ -_.... .... ........... .....
TRAFFIC ZONE: JURISDICTION:
SEC: T °
SUBDIVI I
PLAT BOOKx PLAT BOOK PAGE: BLOCK:
ONNER NAME:
ADDRESS: z/` ^`~ 7--`-------`----7--'-- -- APPLICANT NAME: -
LAND USE CATEGORY: 001 - Single Family Detached Hous
TYPE USE: Residential
WORK DESCRIPTION: Single Family House: Detached - Construction
FEE BENEFIT RATE FEE UNIT RATE -PER # & TYP TOTAL DUE
TYPE DIST SCHEDULE DESC. UNIT OF UNITS
ROADS-
ARTERIALS CO -WIDE O dwl unit $
ROADS
COLLECTORS NORTH O dwl unit $
705.00
142.00
1 $ 7O5.0O
1 $ 142.00
LIBRARY CO -WIDE O dwl 'knit 54.00 1 $ 54.00
SCHOOLS CO -WIDE O dwl unit 1,384.00 1 $ 1,384.00
STATEMENT
RECEIVED BY: :5
PLEASE PRINT N)ME)
SI8NATU`
DAT
T DUE 2,205.00
NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND
ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. ****
DISTRIBUTIONx 1-COUNTY 3-CITY
2-APPLICANT 4-COUNTY
NOTE**
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH
ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT.,
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO ApPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR
EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILINB
A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING
SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR
OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE
COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS
MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE:
1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474.
PAYMENT SHOULD BE MADE TO: CITY OF SANFORD
BUILDING DEPARTMENT
300 NQRTH PARK V2NUE
SANFORD. FL 32771
PAYMENT SHOULD BE BY CHECK (MR MONEY ORDER, AND SHOULD REFERENCE
THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP
LEFT OF THE NOTICE.
THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A***
SINGLE FAMILY BUILDING pERMIT********************
rs, :. . ®...®. --•—..
a.•®-
Sh,;'rh t ., c"r ^, yrws rSrt I
U § Vag k
C1T Y OF SANFORD PERMrr APPLICATION x!
Permit # :
J
Date: /S
Job Address: / - I
Description of Work:
Historic District: Zoning:. I; Value of Work:
Permit`Type: Building Electrical Mechanica'I Plumbing Fire Sprinkler/Alarm Pool 0
Electrical: i
Change of Service Temporary PoleNewService - # of S Addition/Alteration Cha,
Mechanical;' Residential Non'' -Residential Replacement New (Duct Layout & Energy Cali= Required)
Plumbing/ New: Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines `
Plumbing/New Residential: # of W ter Closets Piunrbing Repair- Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Tyne: #- of Stories: # of DwellingUnits: Flood Zone: FEMA form reggttecl fCrr o,t4l:ece ElFaa %)
Parcel #: (AttachProof of Ownership & Legal Description),
sOwnersName &Address: OL l
Phone:
Contractor Name & Address: MFate
0 ate License \umberROMOM RUM
Phone & Fax: LAKE 18iTA1 Yi'Td i1i I i acr
Bonding Company:
Address:
Mortgage Lender: - -- --
address:
d
Ar.ch'itecUEngineerz Phone:
Address: - Fax: ,
Application
Issuance of ais hereby made to obtaina permit to do the work and installations as indicated. I certify that no work or installation has commenced prior- to thepermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructionin;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: I
OWNER'S AFFIDAVIT:I certify that all ofthe foregoing information is accurate and that all work will bed e in compliance with' All applicable, iP,ws t c KkJMingconstructionandzoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF CO ENCEMENT MAY RESULT ll i Y01'JR Ph, VD-4G
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY_ IF YOU INTEND TO.OBTAIN'FINANCING CONSULT W YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF°COMMENCEMENT:
NOTICE: In addition to the requirements of this permit;'there may be additional'restrictio saplica to this pro that may be n in the public records ofthis'county, and there may be additional permits required from other governmental en essuch ater mt distric ` to a ncies, of federal agencies- pt
Acceptance of permit is verification that -I will notify the owner of the ther ents as Li w, FS 713. property , re ui9v_
bs SignatureofOwner/Agent Da azure of,Conualmr/Ageent a e u
itl a urT C .,n T r n R I P.I f) Print
Owner/Agent's-Name Signature
of Notary -State of Flonda ° Date Owner/
Agent is _ Yersonalh 'Kno%n to ,Me or Produced
ID APPLICAI
ION APPROVED BY: Bldg- Initial &
Date) ipecial
C Onditions: ntVontractor
Agent's 1 `
A Signature
of No_ry-State of. Contractor/
Aga: is Produces :
D Zoning:
Initial &
Date) ls'
f ems'
Date MlfiiNDA
C. TURNER MY
COMMISSION 11 DD 212893 b ,
o,6XR0Ek. jmne 14,200 7Banded
Thru Notary Publ c UideiwMersLD
Initial &
Date) (Initial'& Daic
12:S2PM FROM
CM OF SANFOKD PERMFT APPLICATION
Permil P
JOU Addri
Descr(PUGU of Work:
litswric Dtstricr: Zoniar —"' Value of Work: 5
Permit 'Type; Building, Electrical X Mcchanical Plumbing Fire Sprmkler/Al-arm 1?QQ1
Eleclric4l. New StrylX — it of AMPS AddihoVAlteTation — Change of Sffvice — Ternporttry Pole
Mechanical: Residonoal Replacement Ncw (Duct Layout & Fnergy Qt
I
I Required)
PlumDiag, New Commercial: 0 ofFixmm # of Water & Sewer Lines P of Gas Lines
Plumbing"'New Residential: # ()fWazu Closets — Plumbing Repair— Residential or Commercial
Occupancy Type: Residmicia[ — Commercial — Indostnal — Total Square Footage: _ ,
Curtstrucoon Tyne: # of Stories: — 0 of Dwelling Ualts: Flood Zone: _ (FEMA form rvNuirej rot, Qiuc.- _a, x,
ICA, ---1 ^y `
ArTACh Progro(Owncr0ir; & I-epi Description)
0-0M 'AMe & Adelms: Centex Homes 385_p2ugl s Ave. Suite 2000
407-661-2150
NAMC & Address: A roved Electric Co. of Florida 4874 S. Orange Ave.
32806
r state ijQ0;jsQ NurnOtr. ECO002494
Contact Per&onJQhjj—EjadjLy— Vhonc: 407-851-1220
Phanc
A :'j t:"X:
S ncreL)ymiaoe W obtain a parrait do the work and instillations as indicated, lcertify that nowork a
PeTm- and t1la-L all work will performed to rrrcL standards Of All 14WI rcgvlAring construction in this jjrisdicuon, i vndcaswa that a S('—'ZLr, i,- x >
Ccurw far ELECTRICAL WORK, PLUMB[NG. SIGNS, WELLS, POOLS, FURNACES. BOILER-S, HEATERS, TANKS, and 70I
unify that 311 Qfthc foregoing MfOnrWicifi is accurate and Ulat &I; work will be done in Oornpliancc with all r,
4 4,mjng WARNING TO O"EK YOUR FAILURE. TO RECORD A NOTICE OF COMMENCEMENT MAY RISUL r iN 7, FOR
UMPROVBMENT To YOUR PROPERTY. T YOU INTENT? TO OBTArN FINANCING, CONSULT WITH YOUR LENDER OR AN EEFOUEUC0KDNGYOURNOTICEOFCOMMENCEMENT, tic;
7: —P addition to the requirements of this permit, tharc may be additional restrictions appiiQub1c 10 this propt ry that may be found in the public 5 . 2:111 anct Jllc,e may be additional permits required from other goycmrrtcnta] cnticies such as water management disinc,,s, stag ugmci-smut , is
YrnE:,alion that I W11 R0 fy the uwner of the properly of the requircmSaw I S 7 of
6wner/Aacnt L1atc Si maiure o Comm ,mr/Ag= i,
filesCannon Namd
Naroc 2
of 77' tiOLIFY-S',vc of FlonjA P""
Krio,,
T, to or Hy
Wdl Dotv;
PLOT PLAN
DESCRIPTION: (AS FURNISHF-D)
LOT 33, PRESERVE AT LAKE MONROE
AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
IMPERVIOUS CALCULATIONS (LOT ONLY)
LOT 33 CONTAINS 6000 SQUARE FEET f (LOT ONLY)
THIS STRUCTURE CONTAINS 2120 SQUARE FEET i
TOTAL CONCRETE 529 (WITHIN LOT ONLY) SQ. FT, i
TOTAL SOD 3.351 SQ. FT. i
PERCENT OF CONCRETE & STRUCTURE TO LOT 44 %
Q
PI \
c,yrF,p
F
Nq\
BUILDING SETBACKS
FRC?N T: 25'
REAR: 20'
SIDE: 5'
CORNER: 15'
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 PLANE
BEARINGS SHOWN HEREON ARE BASED ON
THE SOUTHWESTERLY LINE OF LOT 33
BEING N 54'23'11" W PER PLAT.
FIELD DATE:) REVISED:
SCALE: 1" = 30 FEET
APPROVED BY: WRM
JOB NO. ASM39647
DRAWN BY: [LOT FIT 12—id-02 CKe
SQUARE FOOTAGE (UP TO CURES)
LOT 33 UP TO CURB CONTAINS 6550 SQUARE FEET i
THIS STRUCTURE CONTAINS 2120 SQUARE FEET T
CONCRETE 662 SQ. FT T INCLUDING (SIDEWALK/APRON)
TOTAL SOD 3568 SQ. FT. t
I" R IN'
GRAPHIC SCALE
0_.
r.. 15. 30
LEGEND
BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH
POP POINT ON BOUNDARY
CENTERLINE PCC POINT OF COMPOUND CURVATURE
RIGHT OF WAY LINE POC POINT ON CURVE
PROPOSED ELEVATION pQ OFFICIAL RECORD
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
ITS LAND SURVEYOR PI DENOTES POINT OP INTERSECTION
PRIM PERMANENT REFERENCE MONUMENT
CRC
PT
DENOTES POINT OF REVERSE CURVATURE
DENOTES POINT OF TANGENCY
PCP PERMANENT CONTROL POINT TYP TYPICAL
IN PER PLAT A/C AIR CONDITIONER
M) MEASURED CBW CONCRETE BLOCK WALL
FUD FOUND RP RADIUS POINT
C/W CONCRETE WALK CS CONCRETE SLAB
S/W SIDEWALK C CHORD LENGTHCPCONCRETEPAD50. FT. SQUARE FEETJIB
R
PLAT BOOK
RADIUS NO NATURAL GRADE
RGS PAGES R/W RIGHT—OF—WAY
AMERICAN SURVEYING & MAPP NG
CERTIFICATION OF AUTHORIZATION NUMDER L6#6393
320 EAST SOUTH STREET, SUITE 180
ORLANDO, FLORIDA
32801 (407) 426-7979
1, 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
2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN
LOCATED EXCEPT AS SHOWN.
3, NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER.
Wi, 11 1 1 IN
M R. M$ISCATELLO JR. PSM/#49P8 PAT€
FORM 1
FLORIDA
PerformanceFORBUILDINGCONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building
Project Name: 1692 LMR 0 Budder: CENTER HOMES
Address: l3RISTOL FOREST TRAIL Permitting office: CITY OF SANFORD
City, State: LAKE MONROE, FL Permit Number:
owner: CENTEX HOLIES Jurisdiction Number: 691500
Climate Zone: Central
i . New construction or existing New _ 12_ Cooling systems
2. Single family or multi -family Single family _ a_ Central Unit Cap: 30.0 kBtu/1rr --
3. Number of units, if multi -family 1 __ _ SEER: 12.00
4. Number of Bedrooms 3 b. N/A
5_ Is this a worst case? Yes m
6. Conditioned floor area (ft) 1692 ft2 c. N/A
7. Glass area & type
a_ Clear - single pane 152.0 111 13. Heating systems
b_ Clear - double pane 0.0 ft2 a. Electric Heat hump Cap: 30.0 kBtu/Irr
c. Tint/other SHGC - single pane 0.0 ft' HSPF: 7.80
d_ Tint/other SHGC - double pane 0.0 ft, b. N/A
8. Floor types
a. Slab -On -Grade Edge Insulation R-0 0, 172-0(p) 11 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, In( Insul, Exterior R =4.1, 956.0 Ill F.F: 0.86
b. Frame, Wood, Adjaccnt R- 11.0, 230.0 ftl 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, 1709.0 ft' 15_ IIVAC credits PT, _
b. N/A CF-Ceding fan, CV -Cross ventilation,
c. N/A HF-Whole house fan,
11_ Ducts P'I'-Piograninable Thermostat,
a. Sup: Unc. Ret: Unc, All: Garage Sup, R=6.0, 1.0 tl MZ-C-Multizone cooling,
b_ N/A MZ-H-Multizone heating)
Glass/Floor Area: 0.09 Total as -built points: 22329 r1_%SCNTotalbasepoints: 24359
I hereby certify that the plans and specifications covered
by this calculation are in compliance with the Florida
Energy Code,
PREPARE Y':
DATE:
I hereby certify that this building, as designed, is in
compliance with the Florida Energy Code.
OWNERIAGENT:
ATE:
Review of the plans and
specifications covered by this
calculation indicates compliance
with the Florida Energy Code.
Before construction is completed
this building will be inspected for
compliance with Section 553.908
Florida Statutes.
1OFFICIAL-
DATE:
FnergyGaugeQ (Version: FLRCSH v3.2)
FORM 60OA-2001
1 4
M1 OTALIA
I
ADDRESS: ... PERMIT #:
AS -BUILTFBASEGLASSTYPES
18 X Conditioned X BSPM Points, X Overhang
r _:.,_ "_ Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points
18 1692.0 25.78 78511.6 Single, Clear W 1.4 6.0 32,0 53-47 0.93 1589.8
Single, Clear S 1.4 6.0 32,0 44.66 0.89 1268.3
Single, Clear E 1.4 8.0 40.0 59-31 0.97 2298.3
Single, Clear E 1.4 6.0 32.0 59.31 0.93 1765,0
Single, Clear N 1.4 6,0 16,0 27.96 0-95 424A
As -Built Total. 152.0 7345.8
WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points
Adjacent 230,0 0.70 161.0 Concrete, Int Insul, Exterior 4.1 956-0 1.18 1128.1
Exterior 956.0 1.90 1816A Frame, Wood, Adjacent 11,0 230.0 MO 161.0
Base Total: 1186.0 1977.4 As -Built Total: 1186.0 11289.1
DOOR TYPES Area X BSPM Points Type Area X SPM = Points
Adjacent Mo 1,60 28,8 Exterior Wood 20-0 7,20 144,0
Exterior 20.0 4,80 96,0 Adjacent Wood 18.0 2A0 412
Base Total: 38.0 124.8 As -Built Total: 38.0 187.2
CEILINGTYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points
Under Attic 1709-0 2-13 3640-2 Under Attic 19,0 1709.0 2,82 X 1-00 4819.4
Base Total: 1709.0 3640.2 As -Built Total: 1709.0 4819A
FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points
Slab 172.0(p) 31_8 5469.6 Slab -On -Grade Edge Insulation 0.0 172.0(p 31 M 5486,8
Raised 00 0.00 0,0 Base
Total: 5469.6 As -Built Total: 172.0 5486.8 INFILTRATION
Area X BSPM Points Area X SPM = Points 1692.
0 14-31 24212,5 1692.0 14.31 24212,5 EnerqyGaugeO
DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3,2
FORM 60OA-2001
i I
ADDRES,, PERMIT #:
AS -BUILT
Summer Base Points: 32336.8 Summer As -Built Points: 32367.2
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)
323672 1.000 1.087x1,150x1,00) 0.284 O950 10922.7
32336.8 0.4266 13794.9 2367.2 1.00 1.250 0.284 0.950 10922.7
EnergyGauge I" DCA Form 60OA-2001 EnerqyGauqe@1F1@RES'2001 FLRCSB v3.2
FORM 60OA-2001
ADDRESS: ... PERMIT #:
AS -BUILTFBASE
GLASS TYPES
A8 X Conditionedi X BWPM Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point,
A8 1692.0 5.86 17a47-7-ingle, Clear W 1.4 6.0 32,0 10,74 11.01 346.7
Single, Clear S 1A 6.0 32.0 7.73 1,04 257,1
Single, Clear E 1A 8,0 40,0 9.96 1.01 402.0
Single, Clear E 1.4 6.0 32.0 9.96 1.02 323.8
Single, Clear N 1-4 6.0 16.0 12-32 1.00 196,5
As -Built Total: 152.0 15262
WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points
Adjacent 230.0 1.130 414,0 Concrete, Int Insul, Exterior 4.1 956.0 3.31 3159.6
Exterior 956,0 2-00 1912.0 Frame, Wood, Adjacent 11.0 230,0 1,80 414.0
Base Total: 1186.0 2326.0 As -Built Total: 1186.0 3573.6
DOOR TYPES Area X BWPM Points Type Area X WPM = Points
Adjacent 18,0 4.00 72,0 Exterior Wood MO 7.60 152A
Exterior 20.0 5,10 102,0 Adjacent Wood 18,0 5.90 106.2
Base Total: 38.0 1174.0 As -Built Total: 38.0 258.2
CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points
Under Attic 1709.0 0,64 10918 Under Attic 19.0 1709.0 0.87 X 1.00 1486,8
Base Total: 1709.0 1093,8 As -Built Total: 1709.0 14M8
FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points
Slab 172.0(p) 1-9 326.8 Slab -On -Grade Edge Insulation 0,0 172.0(p 2.50 430,0
Raised 0,0 OM 0.0
Base Total: 326.8 As -Built Total: 1172.0 430.0
INFILTRATION Area X BWPM Points Area X WPM = Points
1692.0 0-28 473,8 1692-0 -0,28 473.8
EnergyGauge@ DCA Form 60OA-2001 EnergyGauge@)IF]aRES'2001 FLRCSB v3,2
FORM 60OA-2001
iiiii iiiiiilllllll 1111liq I I
ADDRESS: ... PERMIT #:
F,_
AS -BUILT
4.577.9 Winter As -Built Points: 6801.0
Total Winter X System Heating Total X Cap X Duct X System X Credit Heating
Points Multiplier Points omponent Ratio Multiplier Multiplier Multiplier Points
DM x DSM x AHU)
6801.0 1.000 1,078xl.160xl,00) 0.438 0,950 3535.2
4577.9 0.6274 2872.2 6801.0 1.00 1.250 0.438 0.950 3535.2
EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2
FORM 60OA-2001
I
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
3 2564.00 7692.0 500 0.86 3 1.00 2623,63 1.00 7870.9
As -Built Total: 7870.9
AS -BUILT
Cooling + Heating Hot Water Total Cooling + Heating + Hot Water Total
Points Points Points Points Points Points Points Points
UN
EnergyGauge T" DCA Form 60OA-2001 EnerqyGauge@/FlaRES'2001 FLRGSB v3_2
FORM 60OA-2001
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
PERMIT
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS --,SECTION REQUIREMENTS FOR EACH PRACTICE------ CHECK
Exterior Windows & Doors 606AABCAA Maximum:.3 ef window area.5 cfnLhsgft.doqr arqa. Exterior &
Adjacent Walls 606A.ABCA2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation &
wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations;
between wall panels & top bottom plates; between Walls and floor. EXCEPTION:
Frame walls where a continuous infiltration barrier is installed that extends from
and is sealed to the foundation to the top late. Floors
606.1,ABCA2-2 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 _thqrieterntrafi
s and eams,____ _ 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 perurpeter,;Itpenetrations and seams. Recessed Lighting
Fixtures 606.1 .ABC. 1.2A 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 conditione ace
Muffi- o -
Hiqysqs- 606A.ABC,125 Air barrier on erimeter of floor c between floors. Additional Infiltration
reqts 606A.ABCA3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion
air. J 6A-22
OTHER PRESCRIPTIVE MEASURES must be met or exceeded bY—all residence§j-_ COMPONENTS SECTION
REQUIREMENTS -CHECK Water Heaters
612,1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit s idExternal
or built-inr heat trap d, L r(qas) cutoffmust bep!RvitAe- 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%.
Showerheads 612.1
Water flow must be restricted to no more ons P _Lhan?_gall_Rerrilin Ltqat8O, SIG, 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
Se Separate readily accessible manualor automatic thermostat for each system_ y Insulation 604.1, 602.
1 Ceilings -Min, R- 19. Common walls -Frame R- 11 or CBS R-3 both sides. 1 Common ceiling & floors R-1 1, EnergyGaugelm DCA Form 60OA-
2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMAJ`ED ENERGY PERFORMANCE SCORE* = 85.1
The higher the score, the more efficient the borne.
L New construction or existing New 12_ Cooling system
2. Single family or multi -family Single family a. Central Unit Cap- 30-0 kBttA)T
3. Number of units, if multi -family I SEER: 12,00
4, Number of Bedrooms 3 b. N/A
S. Is this a worst case? Yes
6- Conditioned floor area (it') 1692 ft' c. N/A
7, Glass area & type
a. Clear - single pane 152.0 112 13, Hearing system
b. Clear - double pane 0-0 fr, a, Electric Heat Pump Cap: 30.0 kBtiL/hT
c. Tint/other SHGC - single pane 0.0 It, I ISPf: 7,80
d. Tint/other SHGC - double pane 0.0 W b. N/A
8. Floortypes
a, Slab -On -Grade Edge Insulation R=0.0, 172-0(p) ft c- N/A
b- N/A
c, NIA 14- Hot water system
9. Wall types a- Electric Resistance Cap: 50.0 gallons
a. Concrete, trit Insul, Exterior R=4-1, 956.0 ft' EF: 0.86
b. Frame, Wood, Adjacent R= 11.0, 230.0 ft' b. N/A
c, N/A
d. N/A c. Conservation credits
e. N/A QIR-Heat recovery, Solar
to- Ceding types DIIP-Dedicated treat pump)
a Under Attic R=MO, 1709.0 112 IS- HVAC credits PT,
b. N/A CF-Ceiling fair, CV -Cross ventilation,
c, N/A UF-Whole house fan,
IL Ducts PT-Progratrunable Thermostat,
a- Sup: Unc, Ret: Unc. Ali: Garage Sup, R=6,0, 1.0 ft RB-Attie radiant barrier,
b, N/A MZ-C--Multizone cooling,
MZ-11-Multizone hearing)
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) ST4,?,
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder signature:
11"-
Date: APR 24 743
Address of New Home: /,NRISTOL FOREST TR. City/l"LZip: LAKE MONROE/32747 0 wt
NOTF: The home's estimated energy performance score is only available through the FLAIRES computer program_
This is not a Building Energy Raring, Ifyour score is 80 or greater (or 86_for a US EPAIDOP,"Ene.rgySiarT"(It,,sigriation),
your home may qualijyfor 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 wwwfisec. ref edufor
information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction,
contact the Department of Community Affairs at 8501487-1824.
F` nergyGaugct (Version: FLRCSB v3 -2)
K3/26/2003 10:21 DEL AIR --) 4076614089 NO.347 U008
RIGHT-J LOAD AND EQUIPMENT SUMMARY
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: 1692 0"5-02
103 COMMERCE $TRE T. LAKE MARY, FL32748-62U6 Pt=w (407) 631-2W Proiect-
Information For,
CENT EX HOMES Design,
Information Winter
Design Conditions Summer Design Conditions Outside
db 33 '17 Outside db 93 OF Inside
db 70 OF Inside db 75 F Design
TD 32 OF Design Tip 18 IF Daily
range M Relative
humidity 50 Moisture
difference 43 gr/lb lznm
Building
heat loss 27518 Btuh Ventilation
air 0 cfm Ventilation
air loss 0 Btuh Design
heat load 27518 Btuh low.
Simplified AVerage
0
Heating
Cooling 1692
1692 13536
13536 0.
80 0,40 180
90 Heating
Equipment Summary Make
TRANE Trade
Efficiency
HeatinginputHeating
output Heatin
temp rise ActuaReating
fan 7-
6 HSPF 0
Btuh g 479F 0 -
F 1000
cfm Heating
air flow factor 0.036 (--WBtuh Space
thermostat Structure
19516 Btuh Ventilation
990 Btu h Design
temperature swing 3.0 IF Use
mfg. date n Rate/
swing multiplier 0-98 Total
sens- equip. load 20095 Btuh internal
gains 920 Btuh Ventilation
1474 Btuh infiltration
2661 Btuh Total
latent equip. load 5055 Btuh Goolling
Equipment Summary Make
TRANE Trade
Efficiency
12-1 IFER Sensible
cooling 20440 Btuh Latent
cooling 8760 Btuh Total
cooling 29200 Btuh Actual
cooling fan 1000 Cfm Cooling
air flow factor 0.051 cfm/Btuh am.
Bol"
fic valuts haveAem manuany overridden Pdntout
certified by ACCA to meet all requirements of Manual J 7th Ed. gizz
vv"qjh-t:SC>ft Right.swteReswential-SS,OGRSR=13 zut)3-Mar-26 W 10:33 66.
Flag* I
03/26/2003 10:21 DEL AIR 4 4076614089 NO.347 P009
RIGHT-J CALCULAMN PROCEDURES A, B, C, D
Entire House
DEL AIR HEATINGAIR CONDITIONING,R Job: 1692 09-0"2
109 COMMERGE STREET, LQ E MARY, F 32745-6206 Pnone. (407) $31-2605
1, Winter infiltration AVF
0.80 ach x 13536 fV x 0,0167 180 Cfrn
2, Winter infiltration load
1.1 X180 cfm x 32 'F Winter TD = 6353 Btuh
3. Winter infiltration HTM
6353 Btuh 1 190 W Total window 33.4 Btuh/ft'
and door area
0
I Summer infiltration AVF
0.40 ach x 13536 ft, x 0.0167 = 90 cfm
Z Summer infiltration load
1,1 X90 cfm x 18 *F Summer TD = 1787 Btuh
3. Summer infiltration HTM
1787 Btuh 190 ft2 Total window= 9.4 BtuW
and door area
Y'rocedure C - Latent Infiltration Gain
if
lroceclUrO L) - hquipment blizing I-OadS
Sensible sizing load
Sensible ventilation load
1.1 x 50 cfm vent x 18 OF Summer TD 990 Btuh
Sensible load for structure (Line 19) + 19515 Btuh
Sum of ventilation and structure loads 20605 Btuh
Rating and temperature swing multiplier x 0.98
Equipment sizing load - sensible 20095 Btuh
2. Latent sizing load
Latent ventilation load
0.68 x 50 cfm vent x 43 gr/lb moistdiff. 1474 Eltuh
Internal loads = 230 Btuh x 4 people + 920 Btuh
Infiltration load from Procedure C + 2661 Btuh
Equipment sizing load -latent - 5056 Btuh
Construction Quality is: a No. of Fireplaces is: 0
Bvi4fdone yWoes now* b"n manually ovwrldd®n
Printout certified by ACCA to meet all requirements of Manual J 7th E&
VVrj9hj:SC)ft R'*A-SWteResideMW-6.5-06RSR26013 2003-M" 09*10-33
ACCN. Page 1
03/26/2003 10:21 DEL AIR + 4076614089
Entire House
DEL AIR HEATING,AIR CONDITIONING,R
1 Entire Hal FFOY
11.0
TYPE OF I Area Load ptuh)
4140
1478,
orntn
W
2EISW
Swth
Horz
Less external cooling
Less tranger
Cwting redistribution
DwA
Printout certified y ACCA to meet all requirements qfManu-al J 7th Ed.
03/26/2003 10:21 DEL R I R 4 4076614089 NO. 347 P01 1
RIGHT-J WORKSHEET
Entire HouseitDELAIRHEATING,AIR CONDITIONING,R
log QOMMERQE STREFT, LAKE MARY, FL3274&42D3 Pr*M: (&31-2=
WTTSIF#
3.4
SubtoW
LASS eMeMal heatirq
Lms trander m
DtKt lim
Total lws z 13-14
InL gain$; peol>w a 3(molm 0! 0
1200 1200 0
SubkA RSH gaiM.112110 4679 283
Lom o)ftmal cooling 0w 0'
Le" transfpr 7 0 D
C ing mdistnbWon 0
sinDuct ' 28
TotaJURSH 51471L 311
Air "uitvd (am) 2646, 1ej
Printow oerfifled by ACCA to meet all Muirements of Manual J 7th Ed
4A
03/26/20W 10-21 DEL AIR --> 4076614089 NO. 347 P012
I
AbA RIGHT-J WORK5HEET
Entire HouseitDELAIRHEATINGAIR CONDITIONINGA
109 COMMERCE sTRIEeT, LAKE mARY. Ft. 32746-6206 Phone: (4M 831-2665_
Job; 1692 0"5-02
NUAL J. 7th Ed.
1 Name. of room
Length of exposed wag
MBT"
0.0 ft
AR2 BTH
0.0 ft
23 Room dimensions 0 X 14.D ft 18,0 X 1$,0 ft 6-0 X 8,0 ft
4 Ceilngs Condlt, Option 3.0 ft hwt,=,l 8.0 ft hqavcool 8.0 R heavcoQl
TYPE OF T HIM Area Load (11W) AMa Load (fth) Area Load (fth) AM
EXPOSURE NO, Htp0' Gig M ft 09 M H19 clg n H19 clg Cig
5 Gross, 4Ba14B 4.6 2,1 0 0
sed 2rb12C Z9 1.9 0 Q
wali3Ww 13Cc13C 3,2 12 a 128 0
partitions d 1 0.0 0,0 0 0 0
0 Q'0 0,0 0 0 0
f 0,0 0.0 0 0
15 VArdews " VIAn a 10 37,0 0 0 16 Sol 0 0
glass doma b 00 37,0 0 0 0 0 0 0
Hqatim C 9C MY 0 0 0 U 0 0 F370dIC37 ' 0 0 0 0 0 0 0
20.02"'l 0 0 0 0 0 0
0 0 0 0 0
7 Vlmdows and Morth 20A 0 0 16 326 Q 0
glass door$ NE/M D.O 0 0 0 0
Cooling M 54A 0 a a 0
SE/SW 0-0 o 0 0 0 0 0
Squth O.D 0 0 0 0 0
Herz 0,0 0 0 D 0 0 01
a Otherdoora a 10D 143 9,9 0 0 0 0 0 0 0 0 0
bb 101) 14,7 9.9 0 0 0 0 0 0 0 0 0
0.0 0,0 0 0 D 0 0 0 0
9 Net a 146 4,6 Zi 0 0 0 104 479 214 0 0 0
ftpmm b 120 2.0 1.9 0 0 0 0 0 0 a 0 0
walIs and c 130 3,2 1-2 0 0 0 128 4D3 150 0 a 0
Partitions d 0,0 0.0 0 0 0 0 0 0 0 D 0
e 0,0 0.0 0 0 0 0 0 a 0 D 0D
f O'D 0,0 0 0 0 0 0 D L) D 0 0
10 Ceilings a 16D 1-7 2,2 04 142 187 270 458 601 48 81 107
0.0 010 0 0 0 0 0 0 0 0 0
0.0 0.0 0 0 0 0 0 0 000 D
O'D 0,0 0 0 0 0 0 0 0 0 0
e ho 0,0 0 0 Q 0 0 0 0 0 0
ff 0.0 0.0 0 0 0 0 0 0 0 0 0
11 FloorsFloors a 22A 25,9 0.0 0 0 0 31 804 0 0 D 0
Note: TUOMNote
A
Gb19G 1,1 0.0 0 0 0 0 0 0 0 0
r- meterperimeterperipe c 0.0 0.0 0 D 0 0 a 0 U 0 0
is dWsijJab d 0,0 0.0 0 0 0 0 0 0 0 0 0
for slab e 0.0 0.0 0 0 0 0 0 0 000 0
floors) tJoe') f Mo 0.0 0 0 0 0 0 00 0 000 0
12 Infillration a 33.4 9A a 0 16 35 ISDISD 0 000 0
13 Subtotal 142 3270 all
Less external heating 0 0 0
Less transfer 0 0 0
Hea#ng redistribution 0 0
14 Duct loss 10% 14 10 0A 327 10 'A a 4A
i$ Total loss 13+14 157 3597 90
10 Int gaits: People 3DOlns
I
0 0 0 0 D 0
1= Appl- Q 1200 D 00 0 0 0
17 Subtat RSH gain--7+8..+12+l6S Ti-?12H7+ -.1'5 1157157 1442 107
L() Lass ammal 000" 0 0
Lass transfer7 0 0 0
Cooling redistributionred O 0 0
18 Ductgain 1004 i9l 1,9 i oo4 144 107, 11 VIA 191
la) P TotalRSHgain=(l7-lll)1PLF i m 2(W 118 21TAir (dim) 81-1 Faiintout
certified j ACCA to meet all Lequirements of Manual J 7th Ed.
03/26/2003 10:21 DEL AIR 4 4076614089 NO . 347 P013
RIGHT-J WINDOW DATA
DEL AIR HEATING,AIR CONDITIONING R Job.- 1692 09-05-02
109 COMMERCE MEET, LAKF MARY, R 3274"206 Rum (4M 831-2665
w S D W G L S S 0 N A S 0 0 w c w s
N K I A L 0 T H V 0 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 7 E M D G Z L 0 x y T m R R
FOY
BR3
a n e a C n 0 d 1 1 90 110 1.4 1.0 5.0 4.4 32-0 1.0
GREAT RM
a n n a 0 n 0 d 1 1 90 tO 1.4 tO 5.0 20,4 32.0 0,0
IT
b n w a C n 0 d 1 1 90 1.0 1.4 1.0 TO 54-4 40.0 0,9
WIC/LDY
MBR
a n w a c n 0 d 1 1 90 1.0 1.4 1.0 5.0 54.4 32,0 1.0
wic
NIBTH
BR2
a n 6 a C n 0 d 1 1 90 1.0 t4 1.0 5.0 30-4 WO 0
BTH
WnghtSoft Rlgt*ftkeRv 1-5.5,06RSRM13
ACM
russ,
JAC
IMI
City Ply Coentex-Orlando/I 692A/isk/4-14-3
10 1
Job Re -rente
i--Feb-2-0-260-3-NAPTek Industries, Inc.
C
Sat Apr7f9-1 2 1 2003 Page
Scale - 1:4,7
0
0-11-11
U4 = 0-11-11
LOADING (pst) SPACING 2-0-0 Cat DEFL in (loc) I/defl
TCLL 20.0 Plates Increase 125 TC 0,07 Vert(LL) n/a - n/a
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 Wet I - 240 UAMU7
BRACING
TOPCHORD Sheathed or 0-11 -11 oc purlins,
BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) C-1 1 /Mechanical, B-1 38/0-8-0, D-9/Mechanical
Max Horz B-35(load case 4)
Max UpliftC--1 3(load case 5), B--89(load case 4)
Max Grav C-28(load case 4), B-1 36(load case 1), D-9(load case 1)
NOTES (3)
1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft:TCDL-6.Opsf; BCDL-6.0psf; 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 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 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.
I
41
4:11
A
53906980 JCJ3 10
Scale - 1'.7.
2-11-11
LOADINGW(psf) SPACING 2-0-0 CS1 EFL in (loc) I/deft PLATES GRIP
TOLL 20.0 Plates Increase 1.25 TC 0,10 Vert(LL) n/a n/a TL20 245/193
TCDL 10.0 Lumber Increase 1,25 BC 0,03 Vert(TL) 0.01 A a999
BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a
BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft - 240 Weight: 11 lb
LUMBER BRACING
TOP CHORD 2 k 4 SYP No.2 TOP CHORD Sheathed or 2-11-11 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
Max UpliftC--52(load case 5), B--80(load case 4)
TES (3)
1) Wind: ASCE 7-96 per FBC2001; 110mph; h15ft; TCDL6.Opsf; BCD L6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone;
cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL1.60 plate grip DOL1.33.
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 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.
LJ CD
CN11 a
11€Q
CL
a
53906980 cis JACKI J8 ]1
b , efererjqq tq_ptil) ---
215, —Jeff-Re- s Feb-20-db3 MiTek Industries, Inc, Sat Apr 19 1217'.11 2003 Page I 4-
11-11 4-
11-11 LOADING (
psf) SPACING 2-0.0 CSI DEFIL 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 YES WB 0.00 Horz(TL) -0.00 C n/a BCDL
10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl - 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-1 26/Mechanical, 8-275/0-8-0, D-46/Mechanical Max
Horz B-1 00(load case 5) Max
UplittC--94(load case 5), 8--69(load case 4) NOTES (
3) 1)
Wind: ASCE 7-98per FBC2001; 110mph; h-15ft;TCDL-6.Opsf; BCDL-6,Opsf; occupancy category II; exposure 6; 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 responsibilib, 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 pail of the review or certification of the truss designer. LOAD
CASE(S) Standard 171
J", 0
4 1 to I amwia= OMM41'WaKul $1409EM1112 M604-10-101 . ISO
HE
53906980 JEJ5 !JACK
J 1:
sn
LOADING (psf) SPACING 2-0-0 CSI DEFIL in loc) I/defl PLATES GRIP
TOLL 20,0 Plates Increase 125 TC 0.24 Vert(LL) n/a n/a TL20 245Y193
TCDL 10.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0,05 A >348
BOLL 0,0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a
BCDL 10.0 Code FBC2001 Matrix) list LC LL Min I/defl - 240 Weight: 17 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 5-0-0 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) C-127/Mechanical, B-276/0-8-0, D-46/iTiechanical
Max Horz B-1 00(load case 5)
Max UpliftC--94(load case 5), B--69(load case 4)
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 gableendzone;
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 ANSIfTPI 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 responsibilib,
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
3
mm
ffluffin ffm
ando/1 692A/isk/4-14-3
JACK 118 1 —
J91?-Rfff—eTe ceAo019 —na4----
to 5.000 s Feb 20 2003 MiTek Industries, Inc, Sat Apr 19 12: to 5. Jeff Kerr
RM
U4
LOADING psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl
TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(I-L) n/a - n/a
TCDL 10.0 Lumber Increase 1.25 BC 0.20 Vert(TL) 0.17 A 93
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0,00 C n/a
BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/clefI - 240
REACTIONS (lb/size) C-190/Mechanical, B-352/0-8-0, D-66/Mechanicat
Max Horz B-1 37(load case 5)
Max UpliftC--1 35(load case 5), B-62(load case 4)
1161'"1 -kiwi
W
REMERM.
Scale - 1:1
Eam
BRACING
TOPCHORD Sheathed or 6-0-0 oc purlins.
BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing
NOTES (3)
1) Wind: ASCE 7-98 per FBC20011; I I Omph; h-1 5ft; 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 135 lb uplift at joint C and 62 lb uplift at joint B.
3) Truss shall be fabricated per ANSVTPI 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 responsibilib,
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.
ZUASNA
4 if - ILI 0 51 0 2
AL01W
Zmam
Inc. Sat Apr 19 13:25:
12-3-7 17-5-2 22-6-14 27-8-9 33-0-0 35-5-12 40-0-0
1-0-0 4-6-4 2-5-12 5-3-7 5-1-11 5-1-11 5-1-11 5-3-7 2-5-12 4-6-4 1-0-0
Scale ® 1:68,
700 =
5X6 = 5X8 = 2X5 11
in
7x10
5XG = 5X6
5X10 -7. I T q P 0 N OXTU —
5W --- WO M1118H= 5X8 = 5X6 == 5X6 = 5X6 --
5X6 = 5x 10 M111 BH=
J-12 12 -3-7 17-5-2 22-6-14 27-8-9 32-10-4 40-0-0
7-1-12 5-1-11 5-1-11 5-1-11 5-1-11 5-1-11 7-1-12
Plate ftsets tX,Y), JBL E_ d gel, [P:O -3-12 0-4-41 JJ0-3-12 0-4- _ LOADING (
psf) SPACING 2-0-0 CS11 DEFL in loc) I/clefl PLATES GRIP TCLL
20.0 Plates Increase 1.25 TC 0.83 Vert(LL) 0.93 Q-R >510 TL20 245/193 TCDL
10,0 Lumber Increase 1.25 BC 0.93 Vert(TL) -1.53 Q-R >308 BCLL
0.0 Rep Stress Incr NO WI3 0.70 Horz(TL) 0,27 L n/a BCDL
10.0 Code FBC2001 Matrix) 1st LC ILL Min I/defl - 240 Weight: 250 lb LUMBER
BRACING TOP
CHORD 2 X 4 SYP No.2 *Except* TOP CHORD Sheathed or 1-8-3 oc purlins. T2
2 X 6 SYP No.2, T3 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-5-7 oc bracing. BOT
CHORD 2 X 6 SYP No.1 *Except* B2
2 X 6 SYP SS WEBS
2 X 4 SYP No.3 *Except* WI
2 X 4 SYP No.2, W1 2 X 4 SYP No.2 W1
2 X 4 SYP No,2, W1 2 X 4 SYP No.2 W1
2 X 4 SYP No.2 RF-
AC11ONS (lb/size) B-3309/0-8-0, L-3309/0-8-0 Max
Herz B--75(load case 5) Max
Uplift B--939(load case 2), L-939(load case 3) FORCES (
lb) - First Load Case Only TOP
CHORD A-13-26, B-C--7372, C-D--7387, D-E--1 0163, E-F--1 1707, F-G--1 1707, G-H--1 1707, H-1--11726, I-J--1 0159, J-K--7388, K-L--73721 L-M=
26 BOT CHORD
B-U-6690, T-U-6864, S-T=6864, R-S-1 0161, Q-R-1 1726, P-Q-1 0157, O-P=68651 N-0-6865, L-N-6691 WEBS D-
U-1 78, J-N-1 79, C-U-1 94, D-S-3740, E-S--1 565, E-R-I 760, G-R--6291 H-R--21, H-Q--634, I-Q-11 786, I-P--1 570, K-N-1 95, J-P-
3734 NOTES (8)
1) Unbalanced
roof live loads have been considered for this design. WN06 «Wvr-
14 uvw' cantilever left
and right exposed end vertical left and right exposed;Lumber DOL-11.60 plate grip DOL-1.33. 3) Provide
adequate drainage to prevent water pending, 4) All
plates are TL20 plates unless otherwise indicated. 5) Provide
mechanical connection (by others) of truss to bearing plate capable of withstanding 939 lb uplift at joint B and 939 lb
uplift at joint L. 6) Girder
carries hip end with 7-0-0 end setback 7) Special
hanger(s) or connection(s) required to support concentrated load(s) 385.01b down and 258,21b up at 33-0-0, and 385.
01b down and 258.21b up at 7-0-0 on top chord, Design for unspecified connection(s) is delegated to the Iuilding 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. W5, LOAD CASE(
S) Standard 1) Regular:
Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (
pit) Vert: A-
D--60.0, D-J--125.0, J-M--60.0, B-L--41.7 Concentrated Loads (
lb) Vert: D--
385.0 J-385.0 Hva -000
IWAMM1401111TV "11121
MM
53906980 JH2 I HIP
Jeff Kerr -- 6.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:1
9-0-0 16-5-3 23-6-13 31-0-0 34-2-15 40-0-0 41-0-0
1-0-0 5-9-1 3-2-15 7-5-3 7-1-11 7-5-3 3-2-15 5-9-1 1-00
Scale - 1:68
mmm
5X6 =
3X8 - WO M1118H=
3x6 = 3x8 = 30 =
3X6 =
5X6 =
3x1OM1118H= 30 =
5-9-1 3-4-11 10-10-4 10-10-4 3-4-11 5-9-1
45Fate Offsets JX'Y) JD 0-3-0 0-2-41 JHL.0-_3_- -241
LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 125 TC 0.54 Vert(LL) 0,35 N 999 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.97 Vert(TL) 038 L-N 60B
BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.20 J n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defI - 240 Weight: 186 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP N0.2 TOP CHORD Sheathed or 2-9-14 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-8-15 oc bracing.
WEBS 2 X 4 SYP No,3 WEBS 1 Row at micipt E-P, G-L
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-3354, C-D--3150, D-E-2917, E-F--4077, F-G--4077, G-1-1-2917, H-6-3150, I-J--3354, J-K-22
BOT CHORD B-P-3001, O-P-3974, N-0-3974, M-N-3974, L-M-3974, J-L-3001
WEBS D-P=845, H-L-845, C-P--1 40, I-L--1 40, E-P--1 192, E-N-1 50, G-N=1 50, G-1---1 192
NOTES (6)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7.98 per FBC2001; 11 Omph; h-1 51t; 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 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 at 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.
Job I russ i rusq i ype ULY
Ir-
ly "'W1 IMA-1-1— . --J-
53906980 H3 H SS 2 1
Job Reference (optianal
d61i—v6—rsii1 Foreit-K6du&ts,(iFC.", Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 1217:13 2003
1-0-0 6-10-4 4-1-12 6-0-0 6-0-0 6-0-0 4-1-12 6-10-4 1-0-0
se we -
U7 -
5X6 = 3X6 = 5X8 = 5X6 =
0 N
3x10M1118H=
3XB =
3x8 =
WO MOW=
6-10-4 28-10-4 33-1-12 40-0-
6-10-4 4-3-8 8-10-4 8-10-4 4-3-8 6-10-4
Plate Offsets (XYj- ID:0-3,0,0_2- .0
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
TOLL 20.0 Plates Increase 1.25 TC 0,54 Vert(LL) -0-26 M >999 TL20 245/193
TCDL 10,0 Lumber Increase 125 BC 0.86 Vert(TL) -0.58 B-0 >812
BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0,17 1 n/a
BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/detl - 240 Weight: 190 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
REAC11ONS (lb/size) B-1 653/0-8-0,1-1653/0-8-0
Max Herz B-1 06(load case 4)
Max UpliftB--317(load case 2),1-317(load case 3)
BRACING
TOP CHORD Sheathed or 3-0-5 oc purlins.
BOT CHORD Rigid ceiling directly applied or 7-11-4 oc bracing.
FORCES (lb) - First Load Case Only
TOP CHORD A-B-22, B-C--3291, C-D--2975, D-E--2721, E-F--3328, F-G--2721, G-H--2975, H-6-3291, I-J-22
BOT CHORD B-0-2961, N-0=3279, M-N-3279, L-M-3279, K-L=3279, I-K-2961
WEBS D-0-836, G-K=836, C-0-316, H-K--316, E-0-712, E-M-90, F-M-90, F-K-712
NOTES (6)
1) Unbalanced roof live loads have been considered for this design,
2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-1 5ft; 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 pending.
4) All plates are TL20 plates unless otherwise indicated,
5) 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.
6) Truss shall be fabricated per ANSI/TP1 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,
Amd fifim UOMP roll -03atole; KFAN all I (a L.
a
Jeff Kerr 5.000 s Inc. Sat Apr 19
1-0- 7-,1-3 i 3-0-0 7-0 0 ._ v _. _
32-10-13 40.0.0 41-0
1-0-0 7.1-3 5-10-13 14-0-0 5-10-13 7-1-3 1-0-0
Scale ® 1 UA
7
5x6 = 5x6 =_ 2x3 Il
3x6 = 3x6 = 3x6 = W = 3x6 =
10-3-14 9-8-2 9-8-2 10-3-14
Plate Off sets_(X Y): ID:Q 3 0,0-2-41 [F:0-3-0-,0-2-4j
LOADING (psf) SPACING 2-0-0 CSI CEFL in (loc) Well PLATES GRIP
TOLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) 0.22 L 999 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.79 Vert(TL) 0,50 L-N 944
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/deft = 240 Weight: 199 lb
BRACING
TOPCHORD Sheathed or 0
BOTCHORD Rigid ceiling directly applied or 9-2-1 oc bracing.
REACTIONS (lb/size) 1 0
FORCES (lb) - First Case Only
TOP CHORD A-B-22, B 1 0 1
BOT CHORD r 0 1
i
TES (5)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-96 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 D®L-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/1-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
uGJoe1russIrushiypu 4ty I t ly
53906980 H5 CO 2 11 Job
Milli
7-1-3 5-0-0
1-0-0 7-1-3 7-10-13 10-0-0 7-10-13 7-1-3 1-0-0
Scale - 1
a
Im
RM
Us = 3x8 = 3x8 = 3x8 =- 3x6 -=
ME am M
LOADING (psf) SPACING 2.0-0 CS1 DEFIL in (loc) I/detl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0,61 Vert(LL) -0,20 L >999 TL20 245/193
TCDL 10.0 Lumber Increase 125 BC 0,78 Verl(TL) -0.47 L-N >998
BCLL 0.0 Rep Stress Incr YES WB 020 Horz(TL) 0,15 H n/a
BCDIL 10'0 Code FBC2001 (Matrix) 1st LC LL Min I/def I - 240 Weight: 193 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-11 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-9-2 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) B-1653/0-8-0,H-1653/0-8-0
Max Horz B-1 38(load case 4)
Max UpliftB--313(load case 4), H--313(load case
lb) - First Load Case Only
TOPCHORD A-6-22,B-C--3333,C-D--3011,F-G--3011,G-H--3333,H-1-22,D-E--2479,E-F--2479
130T CHORD B-N-3004, M-N-2322, L-M-2322, K-L-2322, J-K-2322, H-J-3004
WEBS C-N--421, D-N-620, F-J-620, G-J-4211, E-L--208, D-L-252, F-L-252
I
NOTES (5)
1) Unbalanced root live loads have been considered for this design,
2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-1 5ft; 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 313 lb uplift at joint B and 313 lb uplift at joint H,
5) Truss shall be fabricated per ANSVTPI 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
P t
I '
tQ
runs i I rusp
veers al ForeM Products, Inc., Burlington, IWC 27215, Jeff Kerr 5.000 s Feb 20 2003 Mi I eK Industries, Inc, Z-jal Apr I i e: I t: i D euuo rage
7 -0-0 26-3-15 32-10-13 40-0-0 41-0
1-0-0 7-1-3 6-6-13 3-3-15 6-0-0 3-3-15 6-6-13 7-1-3 1-0-0
Scale - 1
5.00 F1-2- 5X6 = 5X6 --
I
3x6 = US = 5X IQ :3x8 = Us =
10-3-14 20-0-0 29-8-2
103,14 9-8-2 9-8-2 10-3-14
LOADING (psf) SPACING 2-0-0 CS1 DEFIL in loc) I/defl PLATES GRIP
TOLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 420 M >999 TL20 245/193
TCDL 110,10 Lumber Increase 1.25 BC 0.78 Vert(TL) -0A6 M-0 >999
E3CLL 0.0 Rep Stress Incr YES WB O.35 Horz(TL) 0.15 1 n/a
BCOL 10.0 Code FBC2001 Matrix) 7—L 1 st LC LL Min I/clefI = 240 Weight: 205 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-9 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-4-8 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS I Row at midpt D-M, G-M
REACTIONS (lb/size) B-1653/0-8-0,1-1653/0-8-0
Max Horz B-1 54(load case 4)
Max UpliftB--333(load case 4),I--333(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD A-B-22, B-C--3323, C-D--301 1, D-E--2143, F-G-21143, G-H--301 1, H-6-3323, I-Jm22, E-F--21166
BOT CHORD B-0-2993, N-0-2425, M-N-2425, L-M-2425, K-L-2425, I-K-2993
WEBS C-0-389, D-0-546, D-M--651, G-M--651, G-K-546, H-K--3891 E-M-575, F-M=575
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 333 ib uplift at joint B and 333 lb uplift at joint 1,
red at ioints 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 responsibiliti.
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.
mmzam+
111VOam&
russ
FMNM=
ngton,*X0VFPT5-,-Jeff Kerr 5.000 s Feb 20 2003 Mi I eK Industries, Inc. sat Apr iv ie:-r t:
0-
1-0-0 7-1-3 6-6-13 5-3-15 2-0-0 5-3-15 6-6-13 7-1-3 1-0-0
Scale - I
I
U6 = 3x8 =
5 00 f-1-2- 5x6 — W =
502 -- 3x8 = 34 --
10-3-14 9-8-2 9-8-2 10-3-14
Plate Offsets
LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) Weft PLATES GRIP
TOLL 20.0 Plates Increase 1,25 TC 0.53 Vert(LL) 0.20 M >999 TL20 245/193
TCDL 10.0 Lumber Increase 125 BC 0,78 Vert(TL) 0,46 M-0 >999
BCLL 0.0 Rep Stress Incr YES WB 0,38 Horz(TL) 0,15 1 n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defI - 240 Weight: 206 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-7 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-1 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-M, G-M
REACTIONS (lb/size) B-1 653/0-8-0,1-1653/0-8-0
Max Herz B-1 70(load case 4)
Max UplittB--352(load case 4),I--352(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD A-B=22, B-C--3319, C-D--3012, D-E--2116, F-G-2116, G-1-1-3012, H-6.3319, I-J-22, E-F--1963
BOT CHORD B-0-2988, N-0-24351 M-N-2435, L-M-2435, K-L-2435, I-K-2988
WEBS C-0-376, D-0-537, D-M-7351 G-M--735, G-K-537, H-K--376, E-M-591, F-M-591
I
NOTES (5)
1) Unbalanced root live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-I 5ft; TCDL-6.0psf; BCDL-6.0psf; 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 pending.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 352 lb uplift at joint 6 and 352 lb uplift at joint 1.
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
4All I
W 6
J
CC) ku C'A
CNI
Z
M
niversal Forest Products,lnc.,
ME
9 10-0-0 , 13-0-0 19-6-4
1-0-0 6-11-9 3-0-7 3-0-0 6-6-4 6-8-0 6-9-12 7-0-0 1-0-0
Scale - t69'
5 00! fP-
5X6 —
D 5X6 = q.k — 'A.A = 3.9 = 5X6 =
30 P 0 N M I- JAI —
300 M1118H= 3x6 = 3X6 3x6
3x8 z- WO Mlll&H=
10-0-0 9-6-4 6-8-0 6-8-0 7-1-12
Plate Offsets
LOADING (psf) SPACING 2-0-0 CS1 DEFL in loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 036 Vert(LL) 0.50 N-0 950 TL20 245/193
TCDL 10,0 Lumber Increase 1.25 BC 0,85 Vert(TL) -0.99 O-Q 478
BCLL 0,0 Rep Stress Incr YES WB 0,84 Horz(TL) 022 J n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defI - 240 Weight: 185 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-3-4 oc purlins.
BOT CHORD 2 X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 6-3-2 oc bracing,
WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt H-L
REACTIONS (lb/size) B-1653/0-8-0,J-1653/0-8-0
Max Herz B--97(load case 5)
Max UpliftB--257(load case 3), J--444(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD A-13-22, B-C--3326, C-D--3052, E-F--5297, F-G-4761, G-H--4761, H-6-3084, I-J--3396, J-K-22, D-E--3042
BOT CHORD B-Q-2975, P-Q-4576, O-P-4576, N-0-5297, M-N-4761, L-M-4761, J-L-3039
WEBS I-L-91 1, D-Q-2195' E-Q--25401 C-Q--282, E-0-792, F-0-1 69, F-N--586, H-N-355, H-L--1836
NOTES (6)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98 per FBC2001; I I Omph; h-1 5ft; TCDL-6.Opst; 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 257 lb uplift at joint B and 444 lb uplift at joint J.
6) Truss shall be fabricated per ANSITFPI 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,
k
A =*Rffg "Mul
ngton, NC 27215, Jeff Kerr 5.000S
71IMMEM
1-0-0 5-0-0 12-10-0
1-0-0 5-0-0
5X5 = U4 =
Rmffmm
3x7 =
30
3x4 = 5X6 = 3X4 11
1-12 12-10-0 14-0-0
5-1-12 7-8-4 1-2-0
LOADING (psf) SPACING 2-0-0 CS11 DEFL in loc) I/defl
TOLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) 0,05 G-H >999
TCDL 110.0 Lumber Increase 1.25 BC 0.36 Vert(TL) 0.13 G-H >999
BOLL 0.0 Rep Stress Incr NO WB 0.42 Horz(TL) 0.01 F n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/cleil - 240
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD
BOT CHORD 2 X 4 SYP No.2 BOT CHORD
WEBS 2 X 4 SYP No.2 *Except*
W2 2 X 4 SYP No.3, W2 2 X 4 SYP No.3
REACTIONS (lb/size) G-1449/0-8-0, F-400/0-8-0, B-799/0-8-0
Max Herz B-1 11 (load case 3)
Max UpliftG--432(load case 3), F--1 17(load case 3), B-227(load case 4)
FORCES (lb) - First Load Case Only
TOPCHORD A-B-22,B-C--1410,C-D--1256,D-E--37,E-F--284
BOTCHORD B-H-1266,G-H-37,F-G-229
WEBS C-H--1 45, D-H-1 264, D-G--1 134, E-G--1 99
6-8-0
PLATES GRIP
TL20 245/193
Weight: 95 lb
NOTES (7)
1) Wind: ASCE 7-98 per FBC20011; 110mph; h-15ft;TCDL-6.0psf; 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 adequate drainage to prevent water ponding.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 432 lb uplift at joint G, 117 lb uplift at joint F and 227 lb uplift
at joint B.
4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) G.
5) Girder carries hip end with 5-0-0 end setback
6) Special hanger(s) or connection(s) required to support concentrated load(s) 175.01b down and 11 T31b up at 5-0-0 on top chord. Design for unspecified
connection(s) is delegated to the building designer.
7) 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: B-F--31,7, A-C-60.0, C-E--95.0
Concentrated Loads (lb)
Vert: C--175.0
pc
W
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980
Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:5390698OH1 0
1-0-0
I
Truss Type 1y Ply I Centex-Orlando/1692A/js -1 -3
HIP 1 1
Job, R fc rence ptional) _ _
3url' C 27215, Jeff Kerr 5,000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:17 2003 Page
7-0-0 --__
7-0-0 6-0-0 7-0-0
Scale - t:
sX8 =
5X6 -
c o
34 .• JX15
2x3 11 300 MII18H= 3x4 a;
71-12 12-10-4
7-1-12 5-8-8
Plate OffsetsX,Y[ C:0-5-120-2 8j,[D:0 3 0 0-2-41
LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) Well
TOLL 20.0 Plates Increase 1.25 TC 0.82 Vert(LL) 0.13 F-H >999
TCDL 10.0 Lumber Increase 1.25 BC 0.91 Vert(TL) 0.26 E-F >890
BOLL 0.0 Rep Stress incr NO WB 0.11 Horz(TL) 0.08 E n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft - 240
REAC11ONS (lb/size) 6 3 0
Max UpliftE--377(ioad case 5), B--447(load case 4)
Max Herz B-81 (load case 4)
FORCES (lb) - First Load Case Only
WEBS C-H-275,
7-1-12
PLATES GRIP
TL20 245/193
Weight: 80 lb
BRACING
TOPCHORD
RigidBOTCHORDceilingdirectlyappliedor6-8-9 oc bracing.
16
TES (8)
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 DOL1.60 plate grip DOL1.33.
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 377 lb uplift at joint E and 447 lb uplift at joint B.
6) Girder carries hip end with 7-0-0 end setback
7) Special hanger(s) or connection(s) required to support concentrated load(s) 385.01b down and 258.21b up at 13-0-0, and 385.01b down and 258.21b up
7-0-0 on top 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 (pit)
Vert: A-C-60.0, C-D-125.0, D-E-60.0, B-E-41,7 1'
Concentrated Loads (lb)
Vert: C -385.0 D®-385,O
r \
i..r
W
53906980 IH12 I
Burlington, NC 27215, Jeff
Ply I Centex-Orlando/I 692A/jsk/4-14-3
b Reterqn'oPjL0q#D-------
s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:17 2003 P
I
1-0-0 6-11-9 2-0-7 2-0-0 2-0-7 6-11-9
Scale
5x4 =
IN
5A
E
34 =
3x4 = 3x6 = 3x4
LOADING (psf) SPACING 2-0-0 GSI DEFIL in loc) I/defl
TOLL 20.0 Plates Increase 1,25 TC 0.43 Vert(LL) 0.09 G-H 999
TCDL 110,0 Lumber Increase 1,25 BC 0.49 Vert(TL-) 425 G-H 927
BOLL 0.0 Rep Stress Incr YES WB 0,14 Horz(TL) 0.03 G n/a
BCDL 10,0 Code FBC2001 Matrix) 1st LC LL Min I/defI - 240
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) G-771/0-8-0, B-856/0-8-0
Max Horz B-97(load case 4)
Max UpliftG-- I34(load case 5), B--204(load case 4)
9-1-12
PLATES GRIP
TL20 245/193
Weight: 84 lb
BRACING
TOPCHORD Sheathed or 4-11 -8 oc purlins.
BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
FORCES (lb) - First Load Case Only
TOPCHORD A-B-22,B-C--1383.C-D--1137,D-E--1003,E-F--1140,F-G--1375
BOTCHORD B-J-1200,[-J-1003,H-1-1003,G-H-1210
WEBS D-J-389, E-H-414, C-J--344, F-H--361
NOTES (5)
1) Unbalanced roof live loads have been considered for this design,
2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-1 5ft; TCDL-6.Opsf; BCDL-6.0psf ; occupancy category It; 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 134 lb uplift at joint G and 204 lb uplift at joint B.
5) Truss shall be fabricated per ANS I/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.
xffaam[
Job I russ
53906980 H13
D-n-fv—eiial Forest Pro
q+--
1-0-0
I
ZMEMM
GKM
5,000 s Feb 20 2(
3-0-7 3-0-7
5x4
D
e topvRn4iL,___
Inc. Sat Apr 19 12:17:17 2003 Page
20-10-0
6-11-9
Scale - 1
3x5 =
5X8
10-0-0 10-0-0
LOADING (psf) SPACING 2-0-0 GSI DEFL in loc) I/defl PLATES GRIP
TOLL 20,0 Plates Increase 1.25 TC 0.41 Vert(LL) 0,10 F-G >999 TL20 245/193
TCDL 10.0 Lumber Increase 125 SC 0.63 Vert(TL) -0-26 F-G >877
BOLL 0,0 Rep Stress Incr YES WB 0,24 Horz(TL) 0.03 F n/a
BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/clefl = 240 Weight: 82 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-11-8 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
00111K
REACTIONS (lb/size) B-856/0-8-0, F-771/0-8-0
Max Horz B-1 05(load case 4)
Max Uplift13-213 (load case 4), F--1 43(load case 5) FORCES (
lb) - First Load Case Only TOPCHORD
A-B-22,B-C--1380,C-D--1074,D-E--1075,E-F--1374. BOTCHORD
B-G-1198,F-G-1205 WEBS
C-G--361, D-G-737, E-G-371 I
NOTES (
4) 1)
Unbalanced roof live loads have been considered for this design, 2)
Wind: ASCE 7-98 per FBC2001; I I Omph; h-1 5ft; TCOL-6.Opsf; BCDL-6.Opsf; occupancy category 11; exposure 13; 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 213 lb uplift at joint B and 143 lb uplift at joint F. 4)
Truss shall be fabricated per ANSVTPI 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 RIM
WCHMMOMnow3n1SO MMM`# IN WILI) C 001 F. M0 R WNR, II11: 111 - III Ic 12
truss I russ
HJ5 -,-JJACKst-Piodu6i,Inc., Burlington,
11
19
3A =
LOADING ll SPACING 2-0-0
TCLL 2010 Plates Increase 1,25
TCDL 10.0 Lumber Increase 1,25
BCLL 00 Rep Stress Incr NO
BCDL 10.0 Code FBC2001
Will 1 fil I I lill
city Ply
5.000 s Feb -2-020 3t
7-0-2
7-0-2
3, fJ4
Tim
B1
74-91-2:17:18 20-03 Page
Scalt— 1:
CS1 DEFL in loc) I/defl PLATES GRIP
TC 0.56 Vert(LL) n/a n/a TL20 245/193
BC 0.22 Vert(TL) 0.14 A >160
WB 0.00 Horz(TL) -0.00 C n/a
Matrix) 1st LC LL Min I/def I - 240 Weight: 24 lb
BRACING
TOP CHORD Sheathed or 7-0-2 oc purlins,
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
IR
Max Horz B-9 I (load case 3)
Max UpliftC--1 48(load case 5), B--74(load case 2)
FORCES (lb) - First Load Case Only
TOP CHORD A-E-21, B-E-21, B-C-47
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 13.
2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 148 lb uplift at joint C and 74 lb uplift at joint B.
3) Truss shall be fabricated per All 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: E-0.0-to-C-106,11, B--1,7-to-D--35,4
M"Ill
I
Lorom ffim MM f #-I WOMB a F 10 *M;U6, Immis Y-0 III il rm-1 1;
I
Lorom ffim MM f #-I WOMB a F 10 *M;U6, Immis Y-0 III il rm-1 1;
53906980 1 HJ7JACK
L ,--- Unive'r-sa'—IFo—re-9iProducts,lnc., Burlington, NC 27215, Jeff Kerr 6-
7-12 1-
6-8 6-7-12 1IM11111111
Job
ow
EM
LOADING (
psf) SPACING 2-0-0 CS1 DEFL in loc) I/defl PLATES GRIP TCLL
20.0 Plates Increase 1.25 TC 0.38 Vert(LL) 0.02 F-G >999 TL20 245/193 TCDL
10.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.05 B-G >999 BCLL
0,0 Rep Stress Incr NO WB 0.20 Horz(TL) 0.01 E n/a BCDL
10.0 Code FBC2001 Matrix) I st LC LL Min I/defl - 240 Weight: 40 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. WEBS
2 X 4 SYP No,3 REACTIONS (
lb/size) D-150/Mechanical, B-437/0-8-0, E-473/Mechanical Max
Herz B-1 76(load case 2) Max
UpliftD--1 13(load case 5), B--1 37(load case 2), E-60(load case 2) FORCES (
lb) - First Load Case Only TOP
CHORD A-H-21, B-H=21, B-C--743, C-D--68 BOT
CHORD B-G-679, F-G-679, E-F-0 WEBS
C-G-215, C-F--826 NOTES (
3) 1)
Wind: ASCE 7-98 per FBC2001; 11 Omph; h-1 5ft: TCDL-6.Qpsf; 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-133. 2)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint D, 137 lb uplift at joint B and 80 lb upli at
joint E. 1 -
95 nualit reouiremp-its Plates &hall be Qf siz-o-anio," tv hown and centered at ioints unless otherwise note LOAD
CASE(S) Standard 1)
Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform
Loads (pit) Vert:
A-H--60.0 Trapezoidal
Loads (plf) Vert:
1-1-0.0-to-D-148.5, 13-1.7-to-E-49.5 MORMCMU" '
A
ob J Truss
W
ucts, a
9
Sat Apr 19 12:17:19 2003 Page
0- 40-0-0
1-0-0 7-1-3 6-6-13 6-3-15 6-3-15 6-6-13 7-1-3 1-0-0
Scale - 1:671
a
M
5.00 F1-2
5x6 =
11
34 = 3x8 = W 3x8 = 34
MM 9M IDIME
LOADING (pst) SPACING 2-0-0 GSI DEFL in loc) I/defI PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) -0,20 L >999 TL20 245/193
TCDL 10.0 Lumber Increase 125 BC 0.78 Vert(TL) -0A7 L-N >99900BCLLRepStressIncrYESWB0.41 Horz(TL) 0.15 H n/a
BCDL 10'0 Code FBC2001 Matrix) 1st LC LL Min I/clefl - 240 Weight: 196 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-7 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-10-3 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS 1 Row at micipt D-L, F-L
REACTIONS (lb/size) B-1653/0-8-0,H=1653/0-8-0
Max Horz B-1 78(load case 4)
Max UpliftB.-360(load case 4), H--360(load case
FORCES (lb) - First Load Case Only
TOP CHORD A-B-22, B-C--3317, C-D--3013, D-E--2114, E-F--2114, F-G-3013, G-H--3317, H-1-22
BOT CHORD B-N-2986, M-N-2442, L-M-2442, K-L-2442, J-K-2442, H-J-2986
WEBS C-N--370, D-N-532, D-L--747, E-L-11 180, F-L--747, F-J=532, G-J--370
I
NOTES (4)
1) Unbalanced roof live loads have been considered for this design,
2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-1 5ft; 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 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 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.
zfflflm
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77CUSTOMER NAME;
Cv Z Q
I CENTEX ORLANDO W NOTES: THISDRAWING IS THEPROPERTYROJECT:- OF UNIVERSAL / SHOFRNI".R
L.
L.C. AND IS NOT TOBE 5 r P 1692 EL
EVA T1
ON
A ROOF USEDFORANY PURPOSE DETRIMENTAL TO THE
ST INTER T OF UNWIlr IHOIFNERLLC, THIS DRAWING 'L ( USER IN CONJUNCTIONWITHALLrIF1'.ER TECHNICAL DEROAWINGS SUPPLIEDDATE: 4-17-073 CA E
SCALE: N. FS, NE
r, SL -E _EEQUALITYPRODUCTSFORQUALITYBUILDERSRYSHOFTNERIN0;JXRlLS INC AND WOOD TRUSSES:
CC Z TRY ANO
MMENDA- TIONS" A HFI) BY THE PLATEREVISION: DATE: thISTITUTESFPOURBUINSDUSTRY STANDTANASSIN ERECTING TRUSSES. (
M) IS
LOCATED AT 5830'ONOFRIO DR, REVISION: DATE: y BY: SUITE 200
MADISON, WI
53719608) 833-5900 BY: C UNIVERSAL
FOREST PRODUCTS SOH1011"TINERK,
LLC.
5631 S. NC
62PHONE (800)
476-9356 BURLINGTON, NC 27215 FAX (336) 226-9403
Lf
CL-
L"Eowtrz S%u '00 6,
CLI-4
H!'7 H11-
SUPS '0 7 - -4. 'Sz,
S) Ec, ar sw-j.
1
RE'ViS;ONS
I GATE: ECN NO. I ADC'Va, 1 DESCRIPTION
STICS a7tcam 'c DOCA
M L-IOC SITT"
LISTED
Mar—
V
R E p 0 R i G 15 0 6 C74
15 Nib 2-1-2- W
a -m
cno. kr"
urns*, C111- u- I'm .C'l
rcp By oc,". -r-V 4A 7a S."
ruL L.D s7'x
r"-4
a'7'i
rS- Xc tl-14ES a
GP IM-ES "mscz c -1S"s or MZ4 0'.0 'Y l J. sc
rul, I.
at"C' 7-dxxp' I-x ACPC TO C-c,
C q'S/ 'T ., tt'iA Cd+ scReas nI" PC -C4 -cv IV_
C"t/,. 0t<- ot,
W10'ArSTEW, to a,- S=4 Aga
1l ", Va. lax wurvuv':' p E. Ft5.
L SIC, rnAa, PC O'46 Tc12-W2sr"Is C'4 I 'c' 'AX'L" S.
ELT 47 -qM 9-
SEJ O'SiCN LSA:; +24.O nF & -24.5 PSr i C.G'W5 DC
0
sew o f01 l< xll K CA MIMM mo STIM &.
ILtx..a =" MA Nc LQ.,Ds a= 0 LCk>
PhMft. -'4L3 tr'o EM 0- szcloo' ' -
aA rxX- st.I,4 OLT—. I eN
TWPV4 ScAcw$ :, Ell> -%
E',RANCESxx, -61' PVMEOQTICKrEALm.cl
wg m PU ft, a=
z— '9= .00 - z 0t5 OESCRiP j 'ICN: MODEL $PST '*4 16-0 x 8-0: 24/-24,5 -ESICN LOA i P.
84' 1 'AT, 4P 5/:, t1-::
1-:1 _e--t7E: 4/ S ZET i Z
nlo A ' ckh" REV. NO,
Door wcd mines System 4AX 18' C.C.
amaLL
Posit;,e 67:y 57.0 F'SF0PSFNegoe
60,0 PSF Ne91- Cve 60.0 P5F F,
clacC,,jbie up to a'4 x B0 ./.a S,d. 65
X, Ox, X0, 0X0' xx, OXX0 ,
bje ./Ao S;ce;tes Positive 47.0 PSF Negot;,e 47,0 PIF
R
The hood and mde jambs am tingarmini pi,o
measuring a mn. 4-9/16' with o 12' rabbeted stop. ui
1DR-WALL ANCHOR
3' /2* CT Jlt5-
TAPCON 1 r 2 hRRJHG < TePE
AW-.OR :: CJ?
rWA-' kSOhRY L;N7fLLU z LOAI
A 2 F'AMNGz
ez T
d Cc
L
to
V4k,
WRY BLOCK n Vk
v
Zx t" Li
PAMcE FLCOTAPCON0VE,'IjAL V) 235
LB --HEAR RAPNC, A
cr- prH
A'sL" 7
cr <L tz 1-
11!8- -3, WAX, 1 -'YpE ANC',R /A WN. S"flIv SPAC T
DA& 1, hia system hos been for use in locations c.dhvinq to the FtoNlo Sw)dmg Code CATE.
4/3/002 and
wr— pro",, as ct.te--d by AS-'` 7 3.si,;, '..de for 6,;d-p SCAL-F N,T.S, and
other S"Wr- do net exceed the design pr's-'. ratingslisted DWI,
By, * LN, 2,
For insta!l-"ons -twe the sub -buck is less than 7/2' (FIRC section 1707 4.4 Apchomp Uethoas Lt- nd -&-
sscGwi 770L4* f and 1707.4.4.2) 7cpcon tyo. concrete onchos must be used .,d the QRAWNIC No.: length
must De SUCK that a mirimwm t - 1/4' 0nqc;4 —t of the Tctpco,, into the 1a50-y molt is cotc—d,
71--To 0-1 Wood f',c— SfV- t r. ac I llllr I l
8" C.C. 3ingla Positi.e 67.0 FSF Neqct,- 57,0 P3F
to 5,4 8,0 .di t-
0,Iubw up to 8,4 4'0 4 5;ngIe with sidIalites Positive 60.0 psF Negative 60.0 p3F
R-&n -11311 X. llx,
g,e
x1l GX0, xx,./
wo S;ceiites Posit;,e 47.0 PSF Negative 47.0 PSF CS
2 , E 7
jambsand . ;.t a- Pn--- ---- jE o;---- r - 571 , I-rin Wirth -n. 4 9/16' .;/2' -Ob-t-C II-P. ----L l ze
oLhSONRY LINTEL
3115' TAPCON ! t x 1 Y7RR,NGLj
pt ANG4Sl V WAX 18, ac, C-)
ASONRY UNTa M2rPRiNO
0 CLDRYWALLt
lyn A";40R
IQ ix SLC
T'rPE AMCHOR 25, UAx
sirtu SPACE of to
T—
Lazo LUESIO 3fi6® TAPC
TYPE ANCHOR z -
7.5J
f/2 , g
CONCRMVASONR'l
sni`4 SPACE 'P.5
7
Ewa. 3/'5' 7A _C`,
PE ANCHOR
1,IS'UJN,—
ELaO TAPSON CR ECUL 6- PHCOCRH
E(2SZ LB. S-E1 FATWC)
Ln Cc'
Sn'w wAcS IF
CC ::E §j
Q V)
2-1
TPFH c— NK
DRYWAU _,
Xa SLICK
Tirrs ,N— no. ba®n Is. I—b— Ioh,linq to the F1.111do 5,,Ifd,nq C.a al 3,68-.-"8 72i,
d where P—s r. n,q,r.,,-t. c deter,;," by ASCE 7 Lk,;,Qrn —gn --d f- 6I.I;id,rqs
Zx 5(,`CK and Other StrIIctores do not 0Io:-d its das;;n pressure rat;rgs listed hereir, SCAil: Y.T.S.
2 For ;nstc4otiois where the sub-tock is lesa wn 1-112* (F3C section 1707,4.4 Archonoge Methods
and sub -sections 1707.4.4.1 and !707,4.4,2) ';peon, type concrete orch- -s! b, used and the
1-VI must il. such the -9.ge—f f the Topco, ;,tc the ,,csQ-y weir Is otlto;,o-d
I When us;,g c IX sub -buck o 6-9116' jamb is r.qu;red to c1fo. to, Mir. edge sp.c;ng to, Toipcon type crcPort; T-02203
Tberrho-7ru ;—Swing / Oct-5w;ng Door wood Frames System NP Ir 77N'
7 -' Single up to 5*4 x BO , /.a s;celites Singte Positive 57,0 PS, Negative 67.0 P-
Couble up to 8'4 x 8'0 v1wo s;dcf;ta3 Single with Sidelites Positive 60.O PSF Negative 60.O P57
r, 'g X, Ox, X0, OXO' XX' oxxri Doubie wl.o STdeiites Positive 47.0 PSF' Negative 4TO PSF
The head and side jambs nre f-mgerj'cirt p;ne,
measuring a min. 4-9176" with c 1/2' rabbets, stop,
DOUBLE 2X
HEADER
21 FT
T
LIL21' c
2X S-11JO
s
s J-0.
J.D
2X J,ACK STUD
717-7
a d.
PfW ws
17;L
16
7-nis system bcs been 01QiIcttd for use ;rt io:o,ons ccher;ng 40 the !Ioridc Su,ld;ng Code
and where pressure reguire.n enis as determined by ASCE 7 Vnimm Des,gn Loocs for
and Other Structures dO not exceed the design pressure ratings (fisted nero,n
E THERMA3TRUS
TM == " SWGLE AjND DOUBLE WI& P? CLASSIC--T7q SANS FRAMES.
WAYffSIDELITES. INSULATED FIBERGLASS DOOR WrM VyOOD FRAMES. NOTES
I.
Tvs PRODUCT Is DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE
1994 EDITtON FOR AA"!-DADE COUNJY. 12. WOOD
SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY 11 1 ! I
ToTRANSFER LOADS TO THE STRUCTURE 11; 3, PRODUCTANCHORSSHALLBEASLISTEDANDSPACEDASli SHOWNONDETAILSANCHOREMBEDMENTTOBASEVATERLALSHALLBE
BEYOND WALL DRESSING OR STUCCO. 4. DESDNED
PRESSURE RATLNG SEE TABLE PAGE I 5 TlqIS
PRODUCT _[IOE! NC7 ME-, TNE WATER PEOL;1REME1,7S FOR MLAVi-
GAZE COU?V-1. MLWI-DARE
APPROVED IMPACT RESISTANT SHUTTEPS L-p
L. F 17S DELJTES
ARE AN OPTION AND CAN BE USE' IN A 1 SINGLE ORDOUBLECONFIGURATION, RDTOENMAL IN' race
sheets, Fibergloss
ovg. min. yield strength ry(rrlin.)=5,
000 psi m,nimurn skin
thickness f+ber'hos
IC, min 'ru- s r thrckness e,hcne foam
core, w;th'1.
9 Ibs. density by BASF, 0.070' thk. skinIt, corlsfr tedfrom0nohe
ine-rto( unity jrNlc- density a4SF bofylj,
etbane torrn, er, , , Ire s°teets are gluedto the wood Mdes and
I -:Is Ty,Lv, iccr51,, 5 nforced -1frc ls" 'hI ck l measurini 2.375 1 14,
0 iong o' the of we and 6ecd(W, the range sfl is ""ger jo;ntel:
t Pi-- end the top and boH= nil h-e -I a Wisd compositemcfenialtthe dv,,be doer
app6co6on the iretchry ddx 11 wit h on extruded ch,m,nurn &
1-0901 iW.nCllrrber U) of 60eU-i6 oilcy The frorn, s ccrwrserd from fmtser 10
rlled pine. P— side h-DS II, 3) 169, i
z - - cr'cz 2' long I _ I stopes Illeach vde, The m0,ye
rlre sec,-,rd togeth" c saette Csdftcctrcr ustrj 18 x 2' birq PFP 'Wom Screws (
6) vjm per lnoc", num Tne upifs use on fnswh`1,g Saddle thresholdmecsurxg 5,75'
x T549' 1 :, ,'tOazog The sssei?,e Nhe;s Ore sorldwich, giozed -
VN 0 f-0 p;ece sc, d came 'hey ore dry gbter an the exiee4
w1h 01 !15 Irk eeir-I!C' 1j(sdzjN tope, Tcp 12 Fuscrev coulked withSifCone. The
vefnitmes ore reic o9esther wish
0 18 la c D A'X OVERALL
WIDTH PIN r L W;D7H4
x7
X SINGLE —
INSWNG UNIT 74,5' MAX
OVERALL
FR!Q,
4E
WIDTH---^ 36.625-
MAX. ll-- PANEL WIDTH l o: Lj IL
MAA, r-1V-'—
LL I-- 111--
I
36625'
MAX
15.
5' MAX. WIDTH FRAME WIDTH 73 75'
ki.AX WIDTH El If] 71,25' MAX
p 110,L,O,
WIDTH
IDOUBLE wZ. siDELFF2-Ly WING
uN r7 MAX. OVERA-IL
MOTH
ARE36- MAX. 75.5' MAX. F101111TIP10P j
PANE.' WIDTHFRAME WIDTH
3,75' MAX, WIDTH 7,125'
MAX, D.L.O. WIDTH s
itsti DESIGN PRESSURE
RATING
CENM E--W-
A—TER INFILTRATION IjNiT
E
P
SlNGLE 67 0 hSF67,0PSFMANUF DOUELr
1 t50
PSF 55-0 PSF c WHI M A
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w ---.
11
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NOTES:
I SPACING FOR ITEM NO. 47 CUTE FRAME SCREWS) C AS
FOLLOWS: VERTICAE FROM THE TOP DOWN ON SIDES; 5-5',
16.5', 27.5*, 38,375', 49-375' & 60,375' ' HORIZONTAL
THERE ARE (2) SCREW BOTH TOP AND a070M AT 2.725'
IN FROM EACH CORNER.
2. SPACING FOR rrEV NO. 27 (f8 x I' PANHEAD SCREW) ATTACHING THE ASTRAGAL TO THE INACTIVIE DOOR IS AS
FOLLOWS: FROM THE TOP DOWN 1'. 3', 5" 1825'
40.5% 59.25', 74,255, 76.25' & 76,25'
1 THE HEAD JAMB IS ATTACHED TO THE SiDE JAMBS WITH
3) 16DA x 712' CROWN x 2' STAPLES AT BOTH SIDE4, THE THRESHOLD IS ATTACHED 10 THE SIDE JAMBS Wr'I', 2) 16CA x 112' CROWN x 2.5' STAPLES AT BOTH SIDE5. THE SIDELFTE IS DIRECT SET INTO THE JAMS ''0tTH (72) ITEM
NO, 43 (J8 ), 2' PFH, WOOD SCREW). THERE ARE (4) AT
TEACHVERTICALJAMB, FROM THE TOP DOWN Ai 13.5',
31% 48.5- 66-THERE ARE (2) AT THE HEADER AT 4- INFROMTHEOUTSIDECORNERSOFTHEFRAMETHE -RE ARE
2) AT THE SILL, 4- IN FROM THE OUTSIDE CORNERS
6. SPACING FOR ITEM NO. 43 (18 . 2' SCREW) SECURING
THEI PERIMETERMULLIONSTOGETHERISTHESAMEASTHE
ANCHORING SCREWS. 6' 4YN FROM THE TOP AND UP
FROM THE eo—,,oM WITH (4) MORE SPACED AT 13,7- C,C' 7, WHEN ATTACHING THE HINGE 10 THE JAMB AND THE SUCK
USE ITEM, NO, 12 (JIO x 2' SCREW) WHEN Ai ACHINGTHEHINGETOTHEJAM19mN,D THE SfD1LrTE AT T - HE
VULLION USE 17 '# ' D _ , I . I 3/4'
0
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JI-JN-21-2002 09'52 NILESTUNE WINDOWS 40? 323 9729 P.02
F70fi(k)
atmdens
AW Intanagga-,J, tv.
klmm
Alan Plante, Chief Plans Examiner
Orange County Building Division
Administration Building, tst Floor
201 South Rosalind Avenue
P.O. Box 2867
Orlando, FL 32802-2687
407) 836-Si60
Rile Florida Extruders Fenestration Masteffile Update
Mr. Plante,
This letter update-5 and clarifies nomenclature regarding buck thicknesses
mentioned on Florida Extruder Window, Door and Mullion installation drawings
contained in the Orange County Fenestration Masterfile. Based upon the
discussions at the Mid -Florida Home Builders Association's meeting at Lhcir offices
on June 19, 2002, this letter was the agreed upon procedure for manufacturers to
clarify the issueof 'IX Buck" thickness nomenclatum used on installation drawings. Ruilders/
Installers, when, pulling permits for Florida FxLruders windows will have to include
this letter with the installation details. Florida Extruders requests the Orange
County Building Division to file this letter against tine Master -file Numbers and
Installation Drawings identified on the attached listing. used
upon a review of the signed and scaled engineering produced by Lildon Engineering
Company for the methodology used in the development of Florida Extruder'
s Window, Moor and Mullion Installation drawings, the thickness of the buck
in non-structural applications (i.e-, buck thickness less than I 1h") dp c__ influence
the lateral resistance capacity of the concrete screw (Le. Tapcon) Therefore,
buck thicknesses less than 1 112" are acceptable as non-structural attachments
when the window, door or mullion is installed using a 3116- concrete screw
with as mini to embedment on I 'A". Concrete Masonry Units should have a wall
thickness of 1 1/4" and a precast sills thickne-ss will exceed I '/A'. The drawings clearly
delineate the requirement that a mimmurn embedment depth of I 'A' must be
maintained by the Installer. It Is up teethe installer to use the appropriate length concrete
screw so as to maintain the required minimum embedment on I %'. Therefore,
for Florida Fixtruder installation drawings wheire a non- structural
buck is used, nomenclature such as -IX as by cithers" or similar
statements shall be construed to mean that a buck thickness of less than
I %- is acceptable. The definition of a non-stiniicturall buck is based on
Section 1707,4-4.2 of the Florida Sri in Code.
JLJN-21-2002 09:52 MILESTONE WINDOWS 407 323 9729: P- rl-i
MF bAC=6aa"hX!.
The attached table lists all Florida Extruder drawings in the Orange CountyFenestrationMasterfileaffectedbythisengineeringstatement. Any questionsShouldbeaddressedtotheundersigned.
Robert J. Amoruso, PE
c f]ODLdsw clecorn Florida
PE License No. -19752 Florida
Extruders International, Inc_ Certificateof
Authorization No. 9235 Cc-
Earl Moore/FEI File
PE
Sealing SLater,-)ent- The
letter was signed and -sealed with
A
rubber starnp seal was also applied
to facilitate reproduction for
Orange County Building Division
Masterfile scanning, nie,-
200Z-LTR-R-IA--009 110111111111/
No
4 H
25440
Jewett Lane, Sanfbr-3, FL 327YI-16000 407) 322-3337 2
4' dryer duct
to roof cap
IVA 8x*d lwcd
Cmm
45
am 12M12 lwcd
a IL BMW260Pff
r
14M8 lwcd
185
Phl® g,
3° bath duct__,__, 10"
to roof cap
w/fan 4 lwcd _ LC
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swum
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i
25a i I6x16 n
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14° 97
env x4iwcd 3 lax6lwcd
5i 4° 70
24xl8 ra
MI. I
V e. r 12x12 lag 42X42 A/C SLAB
lsa BY BLDR MIN
12x6 lwcd 2' FROM WALL
N110, man
scale C. 2.5 TON W/laKW @240V 1PH
Van MAO pien
platform by
bidr
moral _ sJa®_ p P
15' X 3' IOLRD.
Must have a minimum clearance of 4- inches around the air handler per the State Energy code. Nt duct has an r-6 insuiatlon value.
C
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V) Ll C
CAULK BETWEEN B.W. 1-1/4` MIN,
LINE BY WOOD CONCRETE OR WOOD BUCK & BUCK WIDTH) EMBEDMENT
BUCK BY OTHERS MASONRY OPENING MAS`Y. OPENING INSTALLATION ANCHORBYOTHERSBYOTHERS3/16' DIA. TAPCONONEBYWOOD
BUCK BY OTHERS
CAULK BETWEEN STU OWINDOWFLANGE
WOOD BUCK 1-1/4' MIN.
BY THERS
EMBEDMENT SHIM AS REQ'D.
a
RIGID VINYL
MAX.
SEEE NNOTES)
INSTALLATION ANCHOR
GLAZING BEAD
TYP.)
3/I6" DIA. TAPCON
STUCCO
BY OTHERS
RIGID VINYL
GLAZING BEAD
W H. (TYP.)
WIP DOW
EIGHT)
CAULK BETWEEN WINDOW
FLANGE & PRECAST SILL
W/ VULKEM 116 ADHESIVE
CAULK, OR APRV'D. EQL.
PERIMETER
CAULK
BY OTHERS
in
SHIM AS REQ'D.
1/4' MAX.
SEE NOTES)
FLANGE TYPE
WINDOW FRAME
HEADER
GLASS
h (TYP.) (SEE NOTES)
B.H.
BUCK
HEIGHT)
FLANGE TYPE
WINDOW FRAME
SILL
PRECAST SILL bra
BY OTHERS
N SECTION A -A
1) SHIM AS REQ'D- AT EACH INSTALLATION ANCHOR. MAX_ ALLOWABLE
SHIM STACK TO BE 1/4 D
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.
4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD
JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH
VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL
5) USE SiLICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND `y,%.I--I.
EXTERIOR OF WINDOW FLANGE. F
6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE
ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE
APPROPRIATE DESIGN PRESSURE REO'D.
7) GLASS THICKNESS MAY VARY PER THE REOUiREMENTS OF ASTM
E1300 GLASS CHARTS.
8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H
WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE
EXTERIOR ELEVATION AS A KEY.
9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON
ANCHOR SHOULD BE FILLED WITH #8 SCREWS OF SUFFICIENT LTH.
TO PROVIDE MIN. 5/8 IN EMBEDMENT INTO WOOD BUCK.
10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN_ THIS
PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 ELEVATIONNj
SERIES SINGLE HUNGS.
GLASS
TYP.)(SEE NOTES)
FLANGE TYPE
WINDOW FRAME
JAMB CAULK BETWEEN
WINDOW FLANGE
WOOD BUCK
W.W.
WINDOW WIDTH)
SECTION 8-B
W.W.
m
i fl
PERIMETER
CAULK
BY OTHERS
CAULK BETWEEN
WOOD BUCK &
MAS'Y.-OPENING
BY OTHERS
CONCRETE OR
MASONRY OPENING
BY OTHERS
ss
E
K
G
j
1 1) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A
SURUCTUNT TWO BYLENGTH WOOD BUCK, U3/ - M
SCREWS OF
VIEWEDIEED FROM EXTERIORSUFFICIENTLENGTHTOACHIEVE1-3/8- 8" Mira_ EMBEDMENT AT
ALL INSTALLATION FASTENER LOCATIONS.
TAPCON LOCATION CHART
CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB
SIZE SIZE 30aSF TO 40PSF 41 PsF- TO 70PSF 3OPSF TO 40PSF 41 PsF TO 70PSF
12 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
F,G F,G
14 18 1/8 x 49 5/8 H 8
F,G F,G
145 18 1/8 X 55 1/4 8 8
F,G F.G
15 a8 1/8 X 62
71
8
B
6
6 F,G F,G.H l
16 IS 1/8 x
B 8 F,G F,G,J,K171818x83
e F'G FL
1H2 25 1/2 X 25 B
B F,G F,G
IH3 25 1/2 X 37 3/8 B
B F•G F•G,H,i
1H4 25 1/2 x 49 5/8 B
8 F.G F,G,HtIH45251/2 X 55 1/4 6
F,G F,G,Ht
IH5 25 1/2 X 62 B 8
B F,G F,G,H,I
1H6
1H7
25 1/2 X 71
25 1/2 X 83
B
B 8 F,G,J,K F,GJ,K
30 1/2 x 26 29 1/2 X 25 6 B
6 F.G F,GG
30 1/2 x 38 3/8 29 1/2 X 37 3/8 B
1 F,G F,
30 1/2 x 50 5/8 29 1/2 X 49 5/8 6 8
B301/2 A 56 1/4 29 1/2 X 55 t/4 6
B F; F.
G,
H.I
30 1/2 x 63 29 1/2 X 62 8
6 B
G
F. HJ
30 1/2 x 72 29 1/2 X 71
H 8 F.GJ.K F G J K
30 1/2 x 84 29 1/2 X 83
6 vim_
22 36 X 25 6
6 B F,G F.G
23 36 x 37 3/8
B 6 F,G F,G,H I
24 36 X 49 5/8 8 6 F.G F.G,H,1
245
25
36 x 55 1/4
36 x 62 6 6 F,G.H.1 F,G,H i
26 36 x 71 8 6 F,G,H.1 D,E.F,G H.1
27 36 X 83 8 8 Fy,J K
42 x 26 41 X 25 8
B
6
8 F.G F,GHJ
42 x 38 3/8 41 x 37 3/3
8 8 F,G F.G,H,I
42 x 50 5/8 41 x 49 5/3
B 8 F,G,H,I F,G,HJ
42 x 56 1/4 41 x 55 1/4
B 6 F,G,H,i D,E.F,G,H,I
42 x 63 41 X 62
8 8 F,G.H,1 D,E,F"G,HJ
42 x 72 41 X 71
41 X 83 8 8 F,G,J,K F,G.H.1,J,K
42 x 84
48 x 26 47 X 25 B A,C F,G
F.
48 x 38 3/8 47 x 37 3/8 B
B
A,C
A,C F,G F,G,H.i
48 x 50 5/5 47 X 49 5/8
B A,C F,G,H,I F,G,HJ
48 x 56 1/4 47 X 55 1/4
8 A.0 F.G.H.1 D,E,F,G,HJ
48 x 63 47 X 62
47 X 71 B A,C F,G.H l D,E,F,G.H,i
48 x 72 47 X 83 FGJK DEfGHIJK
48 x 84
32 52 1/8 X 25 B A,C F.G
F.G, H,i
33 52 1/8 X 37 3/8 B A,C
A.0
F,G
F,G,H,i F.G.H.I
34 52 1/8 X 49 5/8 8
A,C F,G,H,I D.E,F,G.H.i
345 52 1/8 x 55 1/4 6
8 A.0 F,G,H,i D,E.F.G,H.i
35 52 1 /8 x 62
52 1/8 X 71 g A,C F.G,H.1 D.E.F,G.H,i
36
37 52 1/8 x 83 6 A,C F.G.J.K D,E,F,G.J,K,J,K
37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES.
NC
FLOOIDA E TPi I S ERNATIONAL, ISANFC}R,
FLORIDA A TITLE: INSTALLATION
DETAIL I SGL.
HUNG FLANGE WINDOWS - SERIES 1000 , 1500 & 2000 w. V
DRAWN BYBB
APPROVED BY: TNFL/09/Ol
0EXfl05DaTsAooro,R:nPYPRnn1frT .
A. APPIU-ATION Fh1'IN FRINr- INC_, 250 INTERNATIONAL PKY_. SUITE 250. HEATHROW. FLORIDA 32746- PHONE 407 805-0365 FAX 407 805-0366
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WINDOW /8 1 X2X3/8 1 X 2 X3/8 02 7/16Xl/8;lX2 7/16XI/8IXWINDOWlX2Xl/8 I X2-X 1, TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL6ANCHORS
TUBE MULL JUBE MULL 'TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MUCALLTIP -TO -TIP L JUBE MULL 4 ANCHORS 5 ANCHORS 4 ANCHORS 6 ANCHORS
SECT SECT
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732.42 336.52 i
712 19 1/8 X 26 1336-52 732.42 336.52 692.837 740.20493.47 740.20 493.47 1740.20
209.72 429 209.72 456.46
i .55 209.72 1456.46
13 19 1/8 X 38 3/8-209.72 1317.66 359.41 '539 12 1539.12
152.75 6b9.41 539.12152.75 193.92
14 19 1 /11 X 50 -5/8 131.23 1,131.23 -,152-.75 177.46 - - - ---------- -
7 1319-5.5 460.17 319.55 1479 33 1479.33
19
135.81 194.91127.29 1127.29 135.81 139-09
145 1/8 X 56 114. 94.13 94.13
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T15191/8 X 63 65.97 89.21
296.98 '296-98 365.7590,09, 64.27 90.09 !212.62 212.62
16 19 1/8 X 72 43.49 i 43.49 58.81 58.81 64.27
294.031131.79 131.79 184.08 184.0839.83 ------- 155.84 :55.84
19 1 36.45 36.45 39.83
17 /8 X 84 26.96 26.96
618.52 1927.78 1927.78618.52 i 9 2 ts
541.20 572.13 i 262.87 572.13
11-12 26 1/2 X 26 262.87 572.13 262.87
t371.61 557.41 1557.4174 371.61 557.41
157.93 323.48 157.93 1343.74 't 157.93 343
11-13 6 1/2 X 38 3 & 157.93 239.21 1111-
14 6 1/2 X 50 5/a97.25 97.25 113.20 131.51 13.20 143.71 113.20 1 201.45 266.35 399.53 it 399.53 70 1339.
42 2 35.70 353.55 1353.55 i 93.
89 93.89 00.17 1102-59 100.17 1143.81 235. 1 H45
6 1/2 X 56 114, 69.4,5 i69.43 1,310.65 1310.65 71.58
88.01 100.34 1207.10 1236.83 207.10 65. 1
65.51 171.58 48.44IH5261/2 X 63 48.44 1267.3 16-9.86 1155.44 1155.44 217.11 1217.11 8 6 911
i 46.98 65.86 i3l.7942.99 142.99 I H=6 216 1/2 X 72 :31.79 133.99 1214.02 95.931133.99 i 140.6495.9 3 26.53
i26.53 128-99 i 28.99 40.64 11-17
1 26 1/2 X 84 19.62 119.62 - 1510 V7 (
6 5 1765 216.75 !471.75 1510 1765 216.751216.75 471.75 i - 2 2
1 37 X 26 i 216.75 1471.75 !471.75 --- T 431.36 1287-571431.36 1287.57 1431.36 1 122.22
266.00 1122.22 t 266.00 23 137
X 38 3/8 122.22 185.12 i 122.22 7250.32 200.86
3t11.29 1301.29 1200.86 301.29 18536 99.
17 185.36 1108.37 t 85.36 1151.9 24 '7
X 50 5/8 i 73.34 f 73.34 97 264
64
254.07i176.43 64 176.43J_? 6 76.79
74.98 :107.65 70.2870.28 74.98 245 37
X 56 1/4 51151 97 153.96 176.
06 1230.94 230.94 148,70 '53.
21 53.21 65.43 74.59 25 37 X
63 36.01 36.01 148.7 1160.30 1197.41 114.76 114.76 !131.6 69 i48.6248.62 -- 31.74 12637X7223.47 23.47 31.74 34.69 27 156.97
70.36 '70.36 98.27 98 29.81 29.81 19.46 21.26 27 37 X8414.39 1 14.39 1 19.46 676.28 437,
94 450.85 676.28 450-85 676.28 191.61 1394.
49 1191.61 417.04 1191.6 32 53 1/
8 X 26 191.61 .417.04 347.25 1231.50 214-14 21.50 347.25 98.38 149.
02 98.38 i 201.51 98.38 33 53 1 /
8 X 38 3/ 1231.01 231.01 47 ;231.01154.00 183.09 5 -1 -4 116. 34 3 1/
8 X 50 5/8,56.23 56.23 65.45 76.04 45 133 -- ------ 48 192.
22 133.48 1200.23 i 200.23 53.17 156.
73 '58.10 '56.73- -18l.44 345 53 1/
8 X 56 1/439.32 39.32 53.17 115.08 1172.
63 i Its.081,31.60 T '36.40
36.40 39.78 39.78 35 53 1/
8 X 63 26.92 126.92 1118.41 1145.82 84.77 97.21 25.62 25.
62 35.92 35.92 84.77 36 53 1/
8 X 72 -17.34 117.34 23.45 i 23.45 I I 1 !
71.78 _L71 7 i 120.81 51.39 821.77 21.
77 37 53 1/
8 X 84 10.51 10 51 :14.21 14.21 15.53 15.53 SERIES 1 000
1 500 FLANGE VERTICAL RS INTERNATIONAL, INC. FLORIDA EXTRUDE SANFORD,
FLORIDA MULLION DESIGN PRESSURE
CAPACITIES UT LE: t - - F 'R,
zoo SHEET 2 OF2 -ic-P-T , (,/"; Mi ; L t -j V L I
NOTE: A) NUMBER
OF ANCHORS NOTED FOR TAPCON BY APPROVED BY: ALE. iF FASTENERS
REQUIRED ATEACHEND. DRAWN BY: S C D
ATE: U' 11Fl DWG.: V
M 8) DESIGN PRESSURESGIVENAREFOR1.5 X SKAL L El
1 ,
SHEATHING
BY OTHERS
SHIM AS RE'Q'D
SEE NOTES)
CAULK BETWEEN
DOOR FLANGE
SHEATHING
i 1 +. • a.-L, A
PA up
SLIDING GLASS
DOOR FRAME
SILL
0
a
INSTALLATION ANCHOR
3 SCREW
TWO BY WOOD
BY OTHERS
1/4' MAX -
SHIM SPACE
SLIDING GLASS
DOOR FRAME
HEAD
TEMPERED
GLASS (TYP.)
EMBEDMENT
A a 1-1/4' MIN.
6 a
a Q
LIBERALLY APPLY J
CAULKING UNDER SILL
OR SET SILL IN BED INSTALLATION ANCHOR
OF CONCRETE 3/16' DIA. TAPCON
SECTION A -A
DOOR WIDTH
SLIDING GLASS
DOOR FRAME
JAMB
TEMPERED GLASS
TYP-)
SECTION B-B
4' MAX. SHIM SPACE
TWO BY WOOD
m-l1N. / BY OTHERS EMBEmBE
DMEE NT / SLIDING
GLASS 1 HOOK
STRIP SHIM
AS R£Q'D. SEE
NOTES) INSTALLATION
ANCHOR 8
SCREW STUCCO
OR
SIDING BY
OTHER EXTERIOR
ELEVATION 2
PANEL DOOR SHOWN SHEATHING
BY
OTHERS TEMPERED
c TYP.)
S
SLIDING GL.._ INTERLOCK
INSTALLATION
ANCHOR HOCK
STRIA' DETAIL WOOD
RS
1-
1/8' MIN. EMBEDMENT
T
S. 1)
DOOR MATERIAL- ALUMINUM ALLOY 6063- 2) #
8 INSTALLATION SCREVS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF
1-1/8` INTO WOOD, TAPCON 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 SILICGNIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS- 5)
USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR. 6)
IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER
SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 7)
FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE & CONFIGURATION TO FINISHED OPENING. PLACE
INSTALLATION ANCHORS, IN FRONT OF HOOK STRIP AS SHO%/N, 8)
GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300 GLASS CHARTS 9)
DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. 10)
JAMB / SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. 11)
SHIM AS REQ'D. AT EA. SET OF INSTALLATION ANCHORS- MAX. ALLOVABLE SHIM STACK TO BE I/4"_ 12)
ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS, 13)
WHERE 'X' REPRESENTS MOVING PANEL AND 'O' REPRESENTS FIXED PANEL APPROVED CONFIGURATIONS
ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET, 14)
NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOVN ON THIS DRAVING, HOVEVER INSTALLATION SECTIONS '
A -A'. 'B-B' 8 HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED CONFJGURATIGNS.
15)
FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOVN. THIS PRINT ALSO APPLIES TO 2000
SERIES AND 500 SCRIES- REVI
DESCRIPTION DATE INIL 11 P'l AEXTRUDERS eINT,
INC, SANFORD FL TITLE:
SLIDING GLASS DOOR INSTALLATION
WITH #9 SCREWS DRAWN
BY: BB APPROVED BY: ATE:
12/17/01 SCALE, NTS DWG #-LEX3027 SHT I OF J)
e SCREW INSTALLATION ANCHOR CHART
NOMINAL DOOR ITIESQUANTITIESQUANT IN HEAD SILL
DOOR
SIZE AND SIZE UP T46 0PSF TO 61 PSF TO CONFIGURATION
45 PSF 1-0 PSF 70 PSF 4068
XX, OX, XO 48 X 80- 6 6 6 5068
xx, ox, X0 60 x so 6 6 6 6068
XX, OX, XO 72 X 90 e 8 a 8062
xx, ox, xO 56 x so 10 10 10 1
006s xx, ox, 120 X 80 12 1p 12 5080
XX, xO
OX,
XU 60 x 96 6 6 6 6020
xx, ox, X, 0 72. X 96 a 8 8 8080
xx, ox, xO 96 x 96 10 io 10 looso
xx, ox, xO 120 X 96 12 _---L2— 12 50100
XX, ox, xO 60 X 120 6 6 6 60100
xx, ox, xO 72 X 120 8 8 8 80100
xx ox xO 96 X 120 10 Lo — ------- 1-0 9068
OX0 109 1/8 x 20 12- 12 12 12068
OXO 145 1/8 X 60 14. 14 14 15068
OXO 18 11/8 x so 1 e 16 16 9080
oxO 1019 1/8 x 96 12 12 12 12090
OXO 145 1/8 X 96 14 14 14 150e0
oxO 181 1/8 X 96 16 16 16 90100
OX0 109 1/e X 120 12 12 12 120100
OXO 145 1/8- X 120 14 7
14
14 9068
xxx 106 5/e X 80 12 12 12 12068
XXX 142 5/8 X 20 14 14 14 150e8
xxx 178 5/8 X 80 16 16 16 9080
xxx 106 5/8 X 96 12 12 12 12080
xxx 142 5/2 X 96 14 14 14 15020
xxx 178 5/8 X 96 16 12
16
16 90100
xxx 10 6 5/8 X 120. 12 12 12 120100
XXX I
142
5/8 X 120 14 14 - -- --------- 14 looes
Oxxo 119 5/8 X 20 12 12 12 12068
oxxo 143 5/8 X 80 14 14 14 16068
oxxo 191 5/2 X 80 18 18 le— louso
Oxxo 119 5/ X 12 12 12 120e0
oxxo 143 5/8 X 96 14 14 14 16080
OXXO 191 5/8 X 96 18 18 18 looioo
oxxo 119 5/8 X 120 12 12 12 120100
OXXO 143 5/8 X 120 14 14 14 160100
Oxxo 191 5/8 x 120 18 18 19 10068
XXXX ll/ 1/4 X 12 12 12 1206S
XXXX 141 1/4 X 80 14 14 14 16068
xxxx 189 1/4 X 80 16 16 16 10080
xxxx 117 1/4 X 96 12 12 12 12060
XXXX 141 1/4 X 96 14 14 14 16080
XXX-X 189 1/4 X 36 16 16 16 i00100
xxxx 117 1/4 X 120 12 12 12 120100
XXXX 141 1/4 X 120 14 14 14 160100
xxxx 189 1/4 X 120 16 116 19 QUANTITIES
IN EA. JAMB QUANTITIES IN EA. HOOK STRIP UP
TO 46 PSF TO 61 PSF TO UP TO 46 PSF' TO 61 PSF PSFTO 45
PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4
4 4 4
4 4 4
4 4 4
4 4 4
4 4 10
10 10 5 5 51 10
10 10 5 5 5 10
10 10 5 5 5 10
10 10 5 5 5 12
12 12 6 6 G 12
12 12 6 6 7 12
12 12 6 7 8
8 a 4 4 4 8
8 8 4 4 4 e
8 8 4 4 4 10
10 10 5 5 5 10
10 10 5 5 5 10
10 5 5 5 12
12 lo
12
5 7 8 12
12 12 5 7 12 4
4 4 4
4 4 4
4 4 10
10 10 5 5 5 10
10 10 5 5 5 10
10 10 5 5- 5 12
12 12 6 7 8 12
12 12 6 7 8 4
4 4 4
4 4 4
4 4 i1210I10i0R510
10 5 5 J 12
12 12 6 7 78 12
12 6 7 712
12 12 6 7 4
4 4 8
8 8 4 4 4 8
8 8 4 4 4 10
10 lo 5 5 5 10
10 10 5 5 5 10
10 10 5 5 5 12
12 12 5 7 8 12
12 12 5 2 12
12 12 5 7 aA /- ANCHOR
NOTES: 1)
FOR MASONRY OPENING ,,//TVO BY 1,1110D BUCK USE SAME ANCHOR QUANTITIES. FLORIDA
EXTRUDERS INT.
IN. SANFORD, 'FL. IIILFL:
SLIDING GLASS DOOR INSTALLATION
WITH #8 SCREWS ENGINEER
21 / 01 1)
lsc'PL'NE: CIVIL SCALE N,T,S• ;7" Nu' FLEX0027 FL.
REG. NCF 471 R REV- LETTER: SiE[T, :D
nF 7
OJ-4, CzAF-4SE F->I;;-' WIND LOAD5
BASK UJIND SPEED = W MI'14. (FASTEST MILE)
110 M-Fl-4.(3 5ECOND GUST)
UJM IMPORTANCE FACTOR ID
WIND EXPO641RE CATEGORY= 5
APFLICA51LE NTFRNAL PFE55URE COEFFICIENT 1 0,18
INCLUDED IN DE51GN WIND LOAD)
DESUND LOADS - WALL5 +22 , -18 f'SF ROOF-
5 = -20, -20 f'-F 30
F'5FAT OVF5) A PLAN
1109z
11ml I.
17)
0 NOT SCALE THF-5E DRAWINGS: WRITTEN C)IMEN5ION5 AND NOTES 5HALLCONTROL. CONTACT
THE FIELC? MANAGER WITH ANY CONFLICTS IN THE
PLANS BEFORE 5F-61NNIN6 WORK. 2. ON -
SITE VERIFICATION OF ALL C)IMENV0N5 AND COND171ON5 SHALL BE THE
RESPON51511-17"i' OF THE ale -CONTRACTORS. EACH 5U5-CONTRACTOR SHALL REPORT
TO THE FIELD MANAGER ANY DISCREPANCY OR OTHER OUESTION5 PERTAINING
TO THE DRAWINGS AN17)/OR SPECIFICATIONS- 5- IT
15 THE INTENT THAT THESE DRANIN05 BE IN CONFORMANCE WITH THE 2001 FLORIDA
BUILI71N6 CODE, AND ALL APPLICABLE LOCAL, CITY, COUNT'l-,
STATE AND FEDERAL C017IE5, ORDINANCES, LAN5, REGULATIONS AND RE-
57RICTIVE COVENANTS 6OVERNIN6 THE SITE OF WORK. 4. ALL
TRAI:>F-5 SHALLFURNISH ALL LABOR, EOUIPMENT, MATERIALS, AND PERFORM ALL
WORK NM-,F-55ARY, INDICATED, REA50NA131-1- INFERRED OR REOUIRED BY
ANY CODE WITH XR[5DICTION TO COMPLETE THEIR SCOPE OF WORK.
5. ALL
34"X222" AND 36"X24" PLANS ARE I-,'1R.A;NN TO SCALE 1/4" = V-O", EXCEPT FOR
THE 511;)F AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAYiN TO
1/5" = V-0". ALL 1-7XII PLANS AREDRAM TO THE SCALE 115" = 1'-
0", EXCEPT FOR THE 51DE AND REAR EXTERIOR ELEVATIONS WHICH ARE
DRAWN TO 1116' = 61 ; t
a aa101A 1 *:1,711 am= C -
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SHEET Al - FOUNDATION
PLAN, WALL SECTIONS, FOUNDATION
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STRAPPING SCHEDULE A4 ELECTRICAL
PLAN, ELECTRICAL RISER, PLUMBING
RISER A5 PRECAST
LINTEL PLAN A5.1
PRECAST LINTEL LOAD TABLES S1 STRUCTURAL
DETAILS S2 STRUCTURAL
DETAILS Marla Virginia
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ROOF TRUSS LAYOUT 'A'
12
BASED ON 11,A-nC>E5r--" SfIFGrFICATIONY& 51 FOR
U100D CO%Tfa1--T1ON FpIc" TABLE
e115- - NAtLs AND 5PKES - 0-4-1 LATERALLOADDESbGNVALUES" KAP
219 F"- ) 8d
103. ur.
ALL FLAT —CEILINGS111 NOTE:
SEE TFW56 5 EW INEEFINGME) TC
LNE: 20 PSI TC
DEAD,. 7 psf LATOUT5
FOR T1RU55-TO-TF(165COINNEGTC)R5 8C UVE: 0 psf BC
DEAD: 10 psf ROOF
TF-'U55 ANCHORAGE: hj0m
1)
LtSE Cj) TYPE -r-' 4OR AELE TEE.) FOR TR-iS5 TO FR.4?" FE tUALL
OR EZAM oc",a-=CTION UV-E55 NOTED OTHEW15E tUN-O-) 2)
USE CP TYPE 'A' (OR KFER04A4SAME TIE) FOR TFIJ55 TO MOCK WALL
CORtCTJCH,UNDJ 3) USE
E$-U426 -N (OR NTEfa ABLE MYOR ALL J095T AAWxEIR 7,04,
E -TIONS ct*40) 4) USE
f3) lbd OR f3) 131 x 3 1W PASELODE r,1N NAIL TO FASTEN JACK TO 141P
CT45) 5) C
TF4r-,SE5 W(1) TYFE 'A' OR (1) TYFE 'C' 5TP-W AT 48- 011C
FRCM CENT OF TOTAL: 37
psf DUR FAC--
1.25 8'-0"
PLATE HT, L ----------- —i
Sm POST
BTRAPFW. I ON tt
AND 2.d FLP- FLANJ Tr ECIOVALENT
MAY EIE 61 T11UTFD MAIL Dt-
sr-NA11OWcalp, a
ME:
75 ROBPiTCi
TEXTURPT) MA50FY
FIN15H--
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mm FEN
541
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11,411 P19a PITCH
5 54!
A CsLES TM-5
BEARM TEX FK*
P
R'414
FLOOR FNIFA4 GRADE
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11/',':- l'-O' POOF 0-
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COMP, 5HRIGLES
5PW
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SILL F041 PETAL
Wr5TUCGO COATM 'a
SILL TF TF
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13
8
ELECTRICAL LEGEND
DUPLEX REC. Exw,4UsT Fm
M VOLT RM giOKE DETE-GIOR
WATER PROOF REC. 61GKE DETECTOR (ULL MOLNT)
CA;2MFAM-T REC,
PHOW
TELEASM
V, RE-c. 0 ucroN 5ox
DLACA2121ECIT H-WRE$CW PrX
D FLOOR OLMEET Vff--P, TRACK Lr-WM
swcw
3 WAY SUTCH FLOM UGHT
4 WAY SUTCH
MAW. CEO. ,6 Fix-
FREM-56EV LrzHT
DOOR 5ML
RECESSED LIGHT (VAPOR PROOF) XlEfLWl FM PFEAFE
RECESSED LK-,HT (EYE5ALL)
00=1 E=T PAFEL RAW::
E 0/3 DRYER
10/3 m 5MALL
APP. 12/2 in L*
WTM CIF- 14/24 M a,
GROU10 ROD 1,
692ELECTRICAL RISER DIAGRAM / 150 A 4 WIRE SERViGE 3"
OPT.
Ar LOCAMM 6-_O-M L
vc
pr.CCOEC7/ xa
84k4
Ile ot
BATH
FAN T'
3TO TLIMN ON T
W/
L<-44T PCFL
FAN (5TD) 12.
6 FF
l UX6
4
A-
MCONECT -j LATTIC A. --E6y1 4ZYL.
55 Dom
0-
aDo. / L .
It
c 5GALE
z 114' =F-V NOTE:
tQTE; SEE ATTACHED HVAC FOR GOFURECT
PLAN- 120 NOT LI&E H
4 VACLAYC t 1T TH1S ET. ENGINEERING
4W)
774-9w3 M- (407) 774 7 P..
8 Talst3 #TNMNtif -91WZ, F 22716 lffl
I- 1t 50H PE# .781, F--Fs-,
i,-I
NOTES: CAST-CRETE SAFE LOAD TABLES
FOR GRAVITY, UPLIFT & LATERAL LOADS
i. faprmadaE tltlEale = 05Gv3 pp `---- F'c praetraaead Ilntala = bdoo pal9. f"a grauE + 9P00 pal w/ mdxlmum 9I8" ag ragota_ 4. 00narata rnaaorry units t61-iU) por A9TM t and w/
mttm«.nn rut area acmpraeatvm atrmrw,ta < i400 pal
y mbca prnvldad m praaaat lintel par A+>TN A619NbO. P1ald rabdr par ASfiM AblS 6P34t> ar 3RP+0.
b. Prmakrmaehq atrpnd per ASYM A4ib grddm
70 IOW fe l'1 A5 }. AIraep.A Y Sie>
5. M^ t'^ p9p A ASTM G2"!0 tea
I. P Id P It -1W1 h d and e. d J01nCa.
Sf1oYa filled A [ a A sat I ad. 1 .t ti tlon a/ n ! I t aampiy with the drehiEaatura; candfaY atrV£S dl dra
A. Llntald dra maFwfdctaradwiCh 5-V2' ;ate notahaa or the ands
I. —ommddata vartlml man rmMrOr¢Lj cmd ggrovtUe.
All llntml. meat Or mxaaad Ll9b0 vmrt 1 dor(matidn axaapk Int. it
IT-d" -d Imngmr w di a nOmlr;pi hm 1t 0 P' mane or msaaaa J d0. b sott_ ".1d d rwcY W ba . tad at the taattam
of 0`. linter mdVlLy-
n dtamatar 1 a 0tf,+t+pa t2'a w®idmd EO tn. Cv-Etmm aEma; FUr
ahGMIGGi On' P' Cmranat-In aaa a nCrm1. m0 b o provided in eompoalta Intel In 110,
are nrmtm maaorvry soles. gape load rdt)n 0 1>aead an ratlonai dmaicp+ a tuala p ®rAOtSidandA
A C2AG Tgd NVTG
I. All valama ba.ad o minimum 4" bmaring_ 9xemptloni 9dfa load. For anffilmd
lintel. mast L- rmdatad by :2096 If bmdring IangW le Vaee than
5dim iodda for all raaaaemd ;hots;. baead on P" namino; badring_ 3. NA, Nat !Rated.
9. frdfm'-da are Cetai avparirrprwad aildWOblm load r`n the emaQian apealf:.d.
Z. taada bared an 9rdda 40 or grddm 60 Plaid -1—
5, Addltla-1 lat-1 10.6 aoj,-Ity can ba obCalnmd " the daalgnmr by
providing dddlonal e4lnforaad masonry above the p—ast nntei.
Fi. One el rabtx' ba aub.t3Wtad !or twm a5 ratuxa in 8" Iintmia e»;y.
Y Yhm dmOitJnar avaivaQa c numntrat.d load. Frain the sofa !odd tdbima
Ly adiav)dting m maximum rmai.tng .mommne and .hmcr at drowsy from thePat. of support.
p. Par ¢dnpaelim .Intmi hal{hEa not shown, umm OaPm load Prom next lawmr halgnt.
1. All aafa Iddde In lts of paunch per IP,.- Poat.
VITY
4 d (92'! PRL°GA9T
a1 /}+i`> PfiCCA5t rs3f 3 s aagY. +.wa aa-a e?aM
3 B (b@") f'I0EGA9# yam; 31a3 d i'Fs & sae ae9
s lo'fY07 w pr,er ss Izzv oa a seas
t3 2e'p Nb AT R 0S4FN Ny+4 I
7")PWEL..a.SY I eai ei xata 2?S aai
vrt ,i an r'sa <iaa e aa - arty s.
0 fip`) PRECAST I
if
ya sw ria. aaia
4'-6" tli81 FWt'.GAST 'e
ONE- -
aREMC,E VALUE 8Y lav% !FOR bRAM 40 fIEL') KEMAPR
NOTES:
I
ALLIED LINTEL TABLES
ATM€'',IAL & ',N ''`A(--A1l N
rebdr In F,,," .t 11i &RAO par A5TM A&15
2 abdr In pdurad ba SRt4P par A5TM A6159fFrrend®t II to 1. c al
4 P foe lald sdnt'.L .9000pa1
5, a ""te mneit=sper 6.@'f1G10 inn trx }.ar AffiYM G2'ita tWype M dr 9 5. adlaalaCldna
b4' kFkhcu'd d. Nmwmdn, !'E., Feddla-Newman °
nglnaertng Ina. 1 ehamaalladMpaaltaIlnkal4O.G. P oil
m07 Re bet] s -I latad with 165 2 teppi' be m tiFa0rd6aandO —11.1 6 badrk,y 0 .team). 70 all
leads oho I p ands p nnedr fast II. ratlaggthmaOtheaddvasnextlangmrlength !ar
eaPm loa 4eIELw"l
REf9AR9 GR -
0ts N Ct'
1 U. CONCRETEFILL
yyFIELD I"
9
GR. 0P}AtR i rn1
16"
ACT`IAL ME 8-
ER
CAST & Pi STRESSES J—LINT` PEDUGE VALUE
BY 25% FOP, GRADE 40 FIELD R''LESAF z_ M
A
l
IJ>r-1 j Ai Ai -i-rl Ji rn i qr i
I
I i C1J 1 i
1 vD
N I'
i}
r I' r r r 7 r M j
rn M r r"rn ' r MpT M C r r
r P- rlr I- r (r r_ rn lei
lk r z r IrIr- r r r,r r r,r: -A D D
Y D p Y D Y N C) li l
r l 1 r iIn t;
l toi W i V1 I lu ; lii , Vt I ftt w rrr, Iin
Cp
r
I li
1
i
0 r
71 q
r 1 iCA
r
r
I
15-
5/
8" ACTUAL is i'
N JM'NALNElt3HT r- (._ i
S
6p z
i9 ko
1 Nye
p I -r
S D D d IF1z
m
i--
8
r: 7--- T-
p A
k VrENTEX
HOMES
169 GARAGELEFT) LINTEL DIAGRAM
f\! 1MOrhndoOivlsion b to 2 4 j i 385 DouglasAvenue2000 Phone 407.881.2150 ( Suite 2000 1 e a
e- a - w "" n FaX 407 661 .4089 ( Altamonte Springs, FL32714 i Y Iaraseave4mn*' n q IM
nape n rt ( Ptamacl u au i tl M i y aaM.
l adeniev i3 04G rvrax Nanez
NOTES_ ICAST-CRETE SAFE LOAD TABLES
M_ ATERIALS I FOR GRAVITY, UPLIFT & LATERAL LOADS
1. f'G pre"'.Gst §kitElS = 3500 psi. _..—._
2 fc prestressed lintels = 6000 psi.
3. f'c lrovt = 3000 psi ^/ maximtum 3/5' agc retjate.
q Oancrete masonry units (CM) per ASTM G90 s^a/
minwwM net area corrpreasivs strength = 1400 pit
5. Rebar provided In precast lintel per ASTM A,615
6R60. Ficid rebar per ASTM Abls CsR40 Or 6R.60.
6 Frestreasirq strond per A57T-1 A416 fade
210 loci roloxotion.
7. 1/32 wIro per ASTM ASie?,
8. Mortar per ASTM G270 type M or 5.
6EIEP—AE NOTES
L Provide FAA mortar head and bed jousts.
2_ Shore filled Imtols as rectvired.
av, Installation of )intol must comply with: the orchitectvraiand/a* stnsctorol dr0r4k-,rd5.
q. Lpxteis are rnaFcetured v Ith 5-V2" long notches at the ends
to acconsmodate vertical ce79 reinforclriq and grovtng.
5 All lintels m et Gr exooed L/360 vertical deflection, except lintels
37'-4" and fo r ith a rxorrlrat height of 5' meet ar exceed LIlb0.
b_ 6ottom field added rebor to be iocated at the bottom,
of the lintel covftuv_
7. 1/32' dio neter rwlre stzrrvps are melded to the bottom steel for
meohoriicol arwhoracde.
p Gast-tn-picico conuete may be provided fn composite lintel in lieu
of Gonorete masonry vnits-
4. Safe load roting5 based on ratlonai design analysts perAG3315andA.GI 530
SAFE LOAD TABLE NOTES
1- Ali values based on minimum 4" boarine. Exception- Safe loads for unfilled
li nteis mist oe recTuced by 20% IF bearing length is less than 6-1/2".
Safe leads for a9i recessed lintels based on P" nam;n' i bearurg- 2- N.R = Not Rated,
3, Safe 3ood!s are total alto"otie load on the section specified_
4_ Safe loads teased or grade 40 or groda 60 fio4d rebar.
5. Additional iatero' load capocit can be ootai—el txll the des'Fgner by
providing addionai roinforsed masonry obovo the precast lintel_
6. One x7 rebar may be svb tituf.,ed for t+ o #5 road's in 5" Isnteis only. 7. 7Fre desiqrer Meg evofuate concentrated loads from the safe Toad tob{es
biy calcviattng the maximma reststsnca moment and shear at d-oi-aay from the
face of support.
b. For corrposite lintel he'sjits not shorn, v5a safe load from next loner heicy'nt_
q. Ail safe loads In vn3ts of ponds per l6rva, foot.
8" PRECAST W 2" RECESS DOOR U—LINTELS
8" PRECASTW1 2„ RECESS DOOR U—LINTELS
REL UGE 'ALUM BY 15% FOR GRAi3E 40 FIE' E) RE5AR
N -aria
8" PRECAST & PRESTRESSED U—LINTELS 8„ .PRECAST _-_& PRESTRESSED U—LINTELS
REDdJGE VALUE EY 25% FOR GRADE -t0 FIELD REBAR
CJ Es: `ALLIED TEL TABLES
MATERIALS 8 INSTALLATION
t. -oar in precast lhstel 6Rb0 per ASTM A615
2. reoor in poured beam 6R40 per ASTM A615
3_ f c for pre _t iint.i ,=4000ps1
4. +c for ftela ,.onarete aoc'Opsl
5. c nu to masorvi vnil,5 pier ASTM G-q0
mo to per ASTM C,270 type M ar 56. calc 3G..lans : R.l-_hr e 6' No—, P.E.,
R2ddo Neraman €rsgh».ering lr
7. shoe .all orange ies ilntels 4' Or -
El all oomposfte beams c J9 Wated wlth 1#5
n t,zp of beamtoadybased on _inol b" carting14
O. all loads spawn in F c nds per linear foot
li. for longthes not next ionger
length far safe load
FIELD ,REBARur
I
5 GF 40
fig
CONCRETE FILL
FIELD MBAR
G-1 40
ALLIED GRAVITY SsAFELOAD_TASLE FOR 8 CONCRETE "U" LINTELS
LINTEL N0 LEN TH $_xa" 8'"' aXi2" a"xis s"xa"x24 x28, a x32- I UNFILLED
PILLED ILF0 J 2 "
FILLED
FILLS FILLED FILLED { FILLED A
I 2 371200006
65._
10123 20 0 000 12000 000
12000 A
3 46 A2 11114 33b46tb 6?56 7269 aw24 A 4
l0f)o 15i0 3336 3913 4b37 55500 105& 1b44 {
2542 L 3294 402q 4-710 5522-1 111,94
A Al10'6-
4bq 4Ps.3 2217 ._ 1. 5
47 ...
13-iO4 f I522..._ I85'76 334b I 1 7
25 i I2._-.ba _.......
9_i.. I i2'
S"
42l
4a8910p 1224 t&04 23h0 2721 A-10 154" 343
419 174 ?053 ;351 _692 2024 2341 A li 14'O°
542 575 690 435 ;233---!!!!!! IS{O 18J8 2091 A-12 Well 305
534 615 E42 -(- 110b 1352 1624 l57q A-13 17 4
272 2Fa5 T 436 6)3 808 '*88 I ;380 i_ — _— —__ A-Idr 20'
225— 3 w5 !
446 650 1135 }408 169b 1 irib0 A I3 20'O"
2 5 365 4 3 r 714 1052 1300 1510 953I i ALLIED UPLIFT AND LATERAL
SAFE LOA _5 E4R S" CONCRETE _U_ LINTELS 8 XB' $"X8' 8"
Xt2 8'X18 8'xn a X24" 8"X28" 8 X32" LATERAL LOAD LINTEL NO LENGTH LE - D I RUED
FILLED
FILLED F1tI. sxa FILLED y UNFILLED FILLED FILLED
FILLED --
3150 1- CXY.XJ
t0'JOCi 440b A-23 66a 445 0 —_i I00001 — 10000 -- OD
a,20S '14
00T
1007 'c _ 4152----
A-3 46" kOfHIGSi42245w7D5203 9440 100G0 i0000 ?4i5 A-4 5 t0"
575 b03 2380 3349 4300 5303 6766 A-5 T6" 345
370 142t 347b 2552 5514 3667 4600 661 A4 q'4" 225
252 934 I246 ! 65 2O511 2542 2447 423 A-7 l06" l85
204 756 iO4q 134; i6h2 2025 2347 324 A-b li 4°
303 335 652 q77 fl70 1452 175l 202E - 451 A --I j 12'
b" 241 252 65 7b0 99i 1232 1 1464 1645 3!7 A-10 3'4'
253 2 510 7C33 b12 N09 X 3 l50q 320 A-j l i4'
0" 225324 473 652 - -- 624 i025 1146 1355 2&5 A-i2 2.5
442 609 I-i64 -455 701250
26
1 A-13 17'4' 145
253 551 4&3 605 755 52 974 155 24A-I4 i4'4" 154
3734205256577552623203A-€320'O"174205620786 ;9b 1 i een,q..ea by ,,I
era by: mmv ae. r cbeched
by- avw z7at 9t_22{
1} - 1 sheet.
A.1 of.
a
f3Loci< LkA F'RO'ADE 2X4 BLOCKING IN TI-4E FIR5T TEE
FIZAIIING SPACES AT 45' OC. REMAINDER TO BE BLOCKED AT
1Y," OC OR RAT RUN,
EA5jFNW- FASTEN FLOOR 844EATWING TO FRAJ-IIW- W/ 0d CO l
OR ad HOT DIPPED GALVANIZED NAILS TWE FOLLO;0w, 5f1AcINe'-.
1) b" ON CENTERAT ALL PANEL EDGE FRAN44G 2)
12' ON CENTER AT ALL INTERMEDIATE FRAMINGx FLOOR
FRAMIW-iLIOU_
N @ 24"O,C. 5LOCKIW-:;
a 48' 01c
MAX. IN FIRS THREE
FRa1IW;z 5f1AOE5
4 %11 O
C, THEREFORE FLOOR
5F_IAGING AT ENDW4,LLS ZO_
ISO-L NAILS ®
A- or-, FOR EILG<XED DIAPHRAGM ZONE L5
AT 6' Or-, OR O.
G. OR adNAILSAT4' E ""'
T
E=
ALIVALENT I'MkIEMATIC 111 ITII_ NAIL AT NAIL
AT SUPPORTED EDGES SUFFIORTED EDGE AND AND
BLOCKJW, AND r2' O.C. r?OC. FIELD FOR OTHER FIELD
FOR 54ADED AREAI AREAS OF ROOF 1:
4: POOP L T/
I6° C5B _',HEATPW5 OR
1/2, CDX TT'F. , bf
ROOF
SHEATHING NAILING PATERN
DETAIL P.
T. 2x6 W1 1/2' pIAM. 'JBOLTS - 415' MAX- W/
6' MK EMBED. (TTP ' I I=--- FT—
TT-11 h _F" tr--F-F-T8x8>116
I I 1 I I J'U
G(TY '-I j 8-10& NAILS P.T.
2X6 W/ 1,121 pAR-t '
JI BOLTS 46" MAX
W1 &" MN, EtEIED.
fT YFJ L-_>ETAJL- _
TYF'1C_ALJAMB FASTF-NIW- ID OVERHEAD
GARAGE DOOR SALE: N-
7.5- I MAIL
INTO 2 NAILS R470 TOPPLATE , TOFf-
LATE 4'-I'
I/V"
O5I3 OF L121
CDX 0' kW
NAILS UJALL 5TX151
4 HEADER C' W1
I4-10d kL F. BOTTOMOFIEADIER4_1EADER
2) 2.
0 av U71 C;T>x rL41CP ME I / \
f;
EQUfI;ZED / \ I ROOF FRAMMir,
MET154ER SEE COt4,
PECTOFR CHART SCI-EDULE
FOR TRUSS STRAPS) I/
If"
Oea OR CDX EXTERIOR 5HEATRIN65
NAILED W/
lod GAJ_v. A- or-, EDGES AND V. OC.
FIELD 2x4 P.
T, WALLSTUD W1 3) L2"
DIA. ANCHOR BOLTS To
BLOCK I K
V2. "
A-
x 8' ANDI40f, BOLTS EMBED &'
MN R470 FOUZIAT;
ON W1 oc-ATTHN6"
EDUAOF AcwENDAND 3 *
OC_ a' UV to- f06
NAILS I BCTTOM MAX. ELSE144EFE' OF WALL 4 HEADER
STUD 2x4 PT. BOTTOM PLATE U* STRAP EVERY OTHER
STUD TYF, FRAMING 4 CONNECTIONS_
FOR OFENING5 L NAIL A, INTERIIE
AATE
rws, EXTERIORWALLf
SHEATHING NAILING PATTERNDETAILPREENGINEERED
WOOD FLOOROCR
TRUSS _ 24'
OC__ M 2
AIL DOUBLE TOP PLATE PRE-
ENGINEERED
WOOD FLOOR
TRUSS - 24'
OL MAX,
2X- EILOCKRiS
A7 MIDeP4N
K" O.
C. 5TLD
SPAIDINS FORNT. FRAMEE
WALL -
2X P.
T. BOTTOM
PLATE OENAJL FLOOR
EXPANSIONE50LT
TRLS,5
TO
TOP ANCi IORAGE PLATE W
if, 32' OC- PE MAILS,
12) ON OtIE SIDE,
10 ON THE OTH
Dp_ETAIL: NTE1110R BEARING
WALLANOUPLIFT CFILR,k, BEYOND 0011J5E TOP
PLATE L_4' -
01 50-IFISON
eP4AS SHOWN
BLFEE GABLE END
DETAIL, 2x4
6TUD5,4T
V,' O.
C.
MAX. SIMPSON LSTA 30
AT HEA[:>EF
I-N-rEL
FILLED W/ I
CONT. WALLENT",
DI REINFOR-_
SEE PLAN
SIMR-
FON SP4 ANCHOR
BOLTS AS
6POIN ENTRY FRAMING DETAIL
MI'
l- W000
TFUSS STRAPPED AS
SH_ I
ON TRUSS
LAYOUT 2-
2X4 TOP TOGS
1 2
4 STUDS PLATE
ANCHOR@ EVERY
OTHER r T '
D fTYP_
STUD BOTTOM)
IlrX v EX'Fr-
EIOLT
41. OC' C_'
FRAMING & STRAPPINGKNEE_)N_AL.
L0V_ERCWLj K W) 2m4E5E REQUIREMENTS APPLYUg.'BN
Ip,' / DOOR AOTURER5 FASTENNG ETHOD I5
NOT 5FEOFIED- U NAIL
W/103 DIA OR
HEAVIER I'Oup-R, MAILS a' O/C AND 3'
MAX. FROM END5 TYF. Wj J'MIN. 0-15EDt'
E'NT 6NT0 BLOCK 2,) ALSO ADD31,16' DIA
SELF TAPFW, CONC. ANCHIOR5THFIJ WINDOW/ DOOR FRAME
EIGHT (8) INCH55 FROM ENDS
MAX AND F_-4;ZTT` (40)
NC7,-ES MAX_ ONCENTER W1 I' MVL EMBEDtIEKT
INTO BLOCK ATTACH WNFOtll TO ENJICP W/
W SO-FEW5 MAX 8'0/
1- ANDMAX 5' O/c AND MAX ell O/
C FROM ENDS, AI TFI kATE) D INSTALL 3136'
DIAMETER SELF TAPPW.
00?NG_ ANCHORS EIGHT (8) NCPE5
MAX FRON ENDS AND 24' ON CENTER
MAX- 11 MK EMEEZ" 94TO BLOCK FASTER
To PT BUCKS UTA W 5Cj;
IEU1S W Oft- MAXAIV MAX
a' FROM ENDS W/ ? MN. B`48ED_ INTO SUO,
TYPICAL BLOCK QFEN1Nr:FDETAIL fIOR FT
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LOAB5-_ Rc<,F7 20pf FLOOR:
40Fsf STAIR, 40psf2, WIND SPEED 110qlh
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TO BE IN AOCORDAJNCF WITH THE FB.
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T'PE ENGINEER 5I44LL BE PEF"ITTED. Zqi AWE 0TW"nF_ Aapa, rro L ALL WO To BE
04 STRICT ACCORD a S, t-.t, 2 MIX DEIGN CFUTERVI ALL C4',NCRETE TYPE I PORTLAND CEMIUIT. (
A$TMI C 450)
O)MpRESSJvE 6T" o 28 DAYS SHALL BE I FOR IER
fU SLABS AAA AND 00 I "_="T RI, PecFeD mom_AHR
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REGATE5 INCOMPLI 'MENTS OF
AST" C
33. 4, FIBERMESA FOR SLAB} LAB TO BE AT
A RAT- OF 15
L-A7 THE RE''J'R! FOUNE:>ATION5 , IF_ooTw,DESIGN BASED ON mINIM-M ALLOWABLE 501L BEARING
PRE5OF 2000
p.f, 2, IF FOOTM ELEVATION oCCaZ5 IN DISTURBEDUNSTABLE OF UNSU17A5LE THE ENGIIEER SHALL BE
N';1TFLED AND NECESSARY ADA15S BE MADE PER 'US #
45TFI3CTION5, 3. PREPARATION OF THE 5U55R4DE TOFOLLOW RECCMI-IENDATIONS AS OUTLINED 4 THE GEOTEC14MCAL REPURT. SOIL,
4. STEPS, fN WALL FOOTW,5 SHALL NOT EXCEED A 51-
OF'E OF (1) VERTICAL
TO (2) HORIZONTAL r, CAUTION SHALL BE USED U94EN OFERATGY VIBRATOR'TClOI-VACTION
EalIfl-TEN7 WAR EX15TU'e, STRUCTURES
To AVOID THE RISK OF DAMAGE TO THE NASONRT - L DESIGN, MATERIAL AND
WORCIANSHIP SHALL BE IN ACCORDANCE UNTH THE ACT STANDARD BUILDWS CODE
RECUIFIE11D4TS
FOR CONCRETE MASCNRY 5TFJJCTt9;ZES ACI 530/ACi 530J 2 CELL5 NDtCATFD TOBEFILLEDSHALLBEGROUTEDWITH3000p,I TF, (0' TO
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SHEAR WALLS AND UNDER CONCENTRATED LOADS SHALL IOWAN
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DETAILED,
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DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. 2. T4-E WOOD TRUSSES SHALL BE SIZED
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ALL DEC1,5N SHALL BE N ANCE WITH ALLOWABLE VALUES AND SECTION PROFERTtES AS&r-',ED AND ID
BY THE 5UILDW1 CODE- DESIGN CALCULAT10"S SIGNED AND SEALED IS - A LICENSED
F-R<E S&IoNAL ENGINEER ARE TO BE SUBMITTED TO THE ENSUIEER FOR APPROVAL- a
PE PEFIFFRDICULAR TO THE SPANOF THE TRUSSES SHALL BE PROVIDED AS fU_=OA,ARFDEY THE TRESS
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ARE BRACEDD UI-LFT CONDITIOtIL 4. FOPSTFa,,1CTLIRAL LUMBER, PROVIDE TPF FOLLOUM'k,
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By T+4S MANUFACTUFr-R FOR EACHUSE FEC-Ot-MNDED NAILS- "kr'IES CONNECTORS OR EojrvALFNT)
r, ALL BOLTS USED FOR WOOL) CONSTRUCTION SHALL BE A MINN-11,41 OF 1/
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PATTERNS- VERIFICATICN CF FIELD GONIDITION& I.
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TO 5,41E_ Ul THERE ARE
CONFLICTS BETUE-EN ACTUAL
FIELD CONDITIONS AND DATA PRESENTED IN THE DRAWtNS5, SUCH CONDITIONS 54-NII-L BE CALLED
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