HomeMy WebLinkAbout135 Bristol Forest Trl - BR04-002579 - SFR15PERMITADDRES T r i
CONTRACTOR
Centex Homes
PHONE NUMBER
385 Douglas Ave., Ste 2000
Altamonte Springs, FL 32714
407-661-2176
PROPERTY OWNER CGC 049689
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
FEE
PERMIT NUMBER FEE
1 Vo, res-hTQ/ SUBDIVISIONffiftVO4aw- UPERMIT
0 V - aJr") 9 DATE - ' 0 y PERMIT
DESCRIPTION VA-L." •S- PERMIT
VALUATION '5V SQUARE
FOOTAGE OZ 000
City of Sanford
Certificate of Occupancy
This is to certify that the building located at 135 Bristol Forest Trl for which permit number
04-2579 was issued and has been completed according to the plans and specifications filed in the
permit, to wit a Single Family Residence complies with all the building, plumbing, electrical,
mechanical, as well as City of Sanford codes and ordinances and with the provisions of these
regulations.
Staff Approval Date
Building:
B. Oden 02/04/05
Engineering:
D. Richards 02/04/05
Public Works:
J. Crumpton 02/08/05
Utilities:
R. Blake 02/07/05
Fire Department:
Zoning:
Conditions (if blank, no conditions apply)
Centex Homes YY\o,, 02/04/05
Property Owner Building Official Date
DATE:
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
New Single Family ****
02/03/05
PERMIT #: 04-2579
ADDRESS: 135 Bristol Forest Trl
CONTRACTOR: Centex Homes
PHONE #: Brant 407-947-2045
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.
Engineerin z / OFire
OPublic Works OZoning
OUtilities OLicensing
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
New Single Family ****
DATE: 02/03/05
PERMIT #: 04-2579
ADDRESS: 135 Bristol Forest Trl
CONTRACTOR:
PHONE #:
Centex Homes
Brant 407-947-2045
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.
OEn ineering
Public Works Cio
OUtilities
O Fire
OZoning
OLicensing
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
CERTIFICATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
c,
New Single Family ****
3
5
02/03/05
0404_ u '
135 Bristol Forest Trl "• , u
t,3
CONTRACTOR: Centex Homes o
V
PHONE #: Brant 407-947-2045
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The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
OEngineering
OPublic Works
DATE:
PERMIT #:
ADDRESS:
OFire
OZoning
OLicensing
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
OEngineering
OPublic Works
DATE:
PERMIT #:
ADDRESS:
OFire
OZoning
OLicensing
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
LMBC1001 CITY OF SANFORD
Address Misc. Information Inquiry
2/07/05
11:28:16
4
Location ID . . . . . . . 247935
Parcel Number . . . . . 22.19.30.502-0000-0750
Alternate location ID . .
Location address . . . . . 135
Primary related party . .
Type options, press Enter.
5View detail
Opt Description
PLANNING & ZONING COMMENT
CUSTOMER SERVICE NOTES
CUSTOMER SERVICE NOTES
CUSTOMER SERVICE NOTES
CUSTOMER SERVICE NOTES
CUSTOMER SERVICE NOTES
BRISTOL FOREST TR
Free -form information
PRESERVE AT LAKE MONROE
LOT 75 **************
SW DEV FEE $1700.00 WA DEV FEE $650.00
BP04-2579 PD 7-15-04 SEE REC#7035
3/4"WA METER SET FEE $190.00 PD 7-14-04
REC#7035
F2 Address F3=Exit F5=Special Notes F9=Parcel Notes
F12=Cancel
FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077
NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E
ELEVATION CERTIFICATE '
Important: Read the instructions on pages 1- 7.
SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use
BUILDING OWNER'S NAME Policy Number
CENTEX
BUILDING STREET ADDRESS (Including Apt., Urfa, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number
135 BRISTOL FOREST TRAIL
CITY STATE ZIP CODE
SANFORD FL 32771
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 75, PRESERVE Q LAKE MONROE
BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.)
RESIDENTIAL
LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (type): -
W - ##.#IP or ##.# WAM) NAD 1927 NAD 1983 USGS Quad Map Other.
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
CITY OF SANFORD 120294 1 SEMINOLE I FLORIDA
B4. MAP AND PANEL 07, FIRM PANEL B9. LASE FLOOD ELEVATION(S)
NUMBER B5. SUFFD( B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Care A0, use depQ d Ilooft
12117CO035 E 4117195 4117195 X WA
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9.
FIS Profile ® FIRM Community Determined Other (Describe):
B11. Indicate the elevation datum used for the BFE in W. ® NGVD 1929 NAVD 1988 Other (Describe):
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: Construction Drawings' Buildng Under Consl ucW ® Finished Construction
A new Elevation Certificatewill be required when construction ofthebuilding is complete.
C2. Building Diagram Number 1(Selec the building diagram most similarto the buildingforwhich this cetificate is being completed -see pages 6 and 7. 11nodiagram
accurately represents thebuilding, provide asketch orphotograph.)
C3. Elevations — Zones All AM, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA AR/AE, ARIA1-A30, AR/AH, AR/AO
Complete Items C3.-a4 below according to the buildling diagram specified in Item C2. State the datum used. If thedatum isdifferent from the datum used for the BFE in
Section B, convert the datum tothat used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of
Section D or Section G, as appropriate, to document the datum conversion.
Datum NGVD'29 ConversionlComments NONE
Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ® No
u a) Top of bottomfloor (including basement orenclosure) 14. 11`10) V
o b) Top of next higher floor WA. It, U)
o c) Bottom of lowest horizontal slrudural member (Vzones only) WA, R(m) H o
o d) Attached garage (top of slab) 13. 8fL(m) E
o e) Lowest elevation of machinery and/or equipment w m
servicing the building (Describe in a Comments area) 13.7 fL(m) E
o i) Lowest adjacent (finished) grade (LAG) 12.9 ft.(m) m rn
o g) Highest adacent (finished) grade (HAG) 13. 3 fL(m)
o h) No. of permanent openings (flood vents) within 1 ft. above adacent grade0
o ) Total areaofall permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm)
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information.
I certify that the information in Sections A, 8, and C on this certirrcate represents my best efforts to interpret the data available.
1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
CERTIFIERS NAME: DAVID M. DEFIUPPO UCENSE NUMBER: 5038
TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC.
ADDRESS CITY STATE 7JP CODE
10XU,ORLANOD AVENUE, SUITE B WINTER PARK FL 32789
2108A5 (407) 426-7979
FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions
IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurarce Comparry Use:
BUILDING STREET ADDRESS (Induav Apt, Una, Suds, arrdra Bldg. No.) OR P.O. ROUTE AND BOX NO. Poky Number
135 BRISTOL FOREST TRAIL
CITY STATE ZIP CODE Canpany NAIC NumberSANFORDFL32711
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenttcompany, and (3) building owner,
COMMENTS
ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL
MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT
Check here if attachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zone AO and Zone A (without BFE), complete Item E1 through E4. Ifthe Elevation Certificate isintended for use as supporting information for a LOMA or LOMR-F,
Section C must be oompleted.
El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. K no diagram accurately
represents the building, provide asketch or photograph.)
E2. Thetopof thebottomfloor (including basement orenclosure) ofthebuilding is _ k(m) _in.(cm) above or below (check one) the highest adhacent grade. (Use
natural grade, if available).
E3. For Building Diagrams 68 with openings (see page 7), the next higher floor or elevated door (elevation b) of the building is _ t(m) _in#m) above the highest adhacenl
grade. Complete items C3.h and C3.1 on front of form.
E4. The top of the platform of machinery andlor equipment servicing the building is _ t(m) _in.(am) aboveor below (d** one the highest adace nt 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 oommuniys tloodplain management ortrrance7
Yes No Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner orownersauthorized representativewhocompletes SectionsA, B, C (Item C3.hand C3.i only), and E for Zone A (without a FEMAwissuedorcornmunity-
issued BFE) orZone AO must sign here. The stetements in Sections A, a Q and Eareconed to the best ofmyk vWedge.
PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME
ADDRESS CITY STATE ZJPCODE
SIGNATURE DATE TELEPHONE
COMMENTS
Check here if attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by taw or ordiimarnce to administer the oommunit)rs floodplain management oninance can complete Sections A, B, C (or E), and G of this Elevation
Certificate. Complete the applicable item(s) and sign below.
G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or anchited who is authorized by state
or local law to certify elevation infomnatioi: (Indicate the source and date of the elevation data in the Comments area below.)
G2. A community official completed Section E for a building located in Zone A (without a FEMAwissued or oommunitywissued BFE) orZone AO.
G3. The fo Wrog information (Item G4G9) is provided for community floodplain management purposes.
G7. This permit has been issued for New Construction Substantial Improvement
G8. Elevation of a&Wilt lowest floor (including basement) of the building is: _. _f4m) Datum:
G9. BFE or (in Zone AO) depth of flooding at the building siteis: — _ fl.(m) Datum:
LOCAL OFFICIAL'S NAME TITLE
COMMUNITY NAME TELEPHONE
SIGNATURE DATE
GUMMM5
Check here if attachments
FEMA Form 81-31, January 2003 Replaces all previous editions
PLAT OF SURVEY
DESCRIPTION: (AS FURNISHED)
LOT 75, PRESERVE AT LAKE MONROE
AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
FOR THE BENEFIT AND
EXCLUSIVE USE OF:
COMMERCE TITLE COMPANY
COMMERCE TITLE INSURANCE COMPANY
CTX MORTGAGE COMPANY, LLC
1. _ 30.
GRAPHIC SCALE
0 15 30
LOT 76
T/ I _ 285.85'
NOTE:
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).
CSX RAILROAD R/W
OLD MAIN LINE TRACK
UNPLATTED PER THIS PLAT)
50 00'
N54.23'11 "W
I1
LOT 75
6.250 SO.FT. t 1II1I
n
IZz1>
nn> n
5.0' 40 0' I5.0
V) c c
W
N 7
N W ONE STORY
r a1 CONCRETE BLOCK > ZnI, T: n RESIDENCE X W
O s FINISH FLOOR = Ln NoELEVATION=14.15
rn o
6:0' ENTRYED O
n"
I _ 14.0' C.
1 `u1Gn
1
N
20 0' s.0
CONERETE+' DRyVEWAY°
r---------- - -.
ry
WALK IS // I lo' UTILITY ' 16.0: '1
IWA
OFF B I
EASEMENT r;.
1t. S54 23 11 E
J;
8:1
50.00'
01
1I 324.48'
S54731I"E CENTERUNETRIGHT-OF-WAY
1. ALL DIRECTIONS AND DISTANCES HAVE
BEEN FIELD VERIFIED AND ANY
INCONSISTENCIES HAVE BEEN NOTED ON THE
SURVEY, IF ANY.
2. PROPERTY CORNERS SHOWN HEREON WERE
SET/FOUND ON 02-7-05. UNLESS OTHERWISE
SHOWN.
3. THE SURVEYOR HAS NOT ABSTRACTED THE
LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF
WAY, RESTRICTIONS OF RECORD WHICH MAY
AFFECT THE TITLE OR USE OF THE LAND.
4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN
LOCATED EXCEPT AS SHOWN.
5. NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL
NO 120294 0035 E DATED 4/17/95 AND FOUND
THE SUBJECT PROPERTY APPEARS TO UE IN ZONE X.
AREA OUTSIDE 100 YEAR FLOOD PLAIN.
THE SURVEYOR MAKES NO GUARANTEES AS TO THE
ABOVE INFORMATION. PLEASE CONTACT THE LOCAL
F.E.M.A. AGENT FOR VERIFICATION.
ELEVA71ONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY
VERTICAL CONTROL AS FURNISHED.
IE NORTHWESTERLY LINE OF LOT
ING N-SS'36'49"F PFR PI AT
FIELD DATE:) 9-17-04
SCALE: I" ' 30 FEET
APPROVED BY: SJ
REVISED:
FINAL 2-7-05 CKB
FORMBOARO 10-12-04 Cl
PLOT PLAN 5/13/04 SDO
LOT FIT 12-13-02 CKB
BRISTOL FOREST TRAIL
5W RIGHT-OF-WAY
LOT 74
WALK IS
0_2' OFF
PI
610.33'
LEGEND
FND 1/2- IRON ROD AND CAP
BUILDING SETBACK LINE O LB J65 (02/07/05)
CENTERLINE FND NAIL AND SC
RIGHT OF WAY LINE I LB /6393 (02/071/05)
1 1• 4 EXISTING ELEVATION FND 1/Z IRON ROD AND CAP
CONCRETE
LB LICENSED BUSINESS
LS LICENSED SURVEYOR
PRM PERMANENT REFERENCE MONUMENT
PCP PERMANENT CONTROL POINT
P) PER PLAT
M) MEASURED
FND FOUND
c CONCRETE
Sw SIDEWALK
WALK
CP CONCRETE PAD
CS CONCRETE SLAB
C CHORD LENGTH
PK PARKER KALON
R RADIUS
POC POINT OF CURVE
LB /6393 (02/07/05)
CNA CORNER NOT ACCESSIBLE
IN DENOTES DELTA ANGLE
L DENOTES ARC LENGTH
CA DENOTES CHORD BEARING
PC DENOTES POINT OF CURVATURE
PI DENOTES POINT OF INTERSECTION
PRC DENOTES POINT OF REVERSE CURVATURE
PT DENOTES POINT OF TANGENCY
TYP TYPICAL
A/C AIR CONDITIONER
COW CONCRETE BLOCK WALL
RP RADIUS POINT
OHU OVERHEAD U7ILITY LINE
ID IDENTIFICA710M
POL POINT ON LINEPCCPOINTOrCOMPOUND CURVE
I HEREBY CERTIFY, THAT THIS BOUNDARY
SURVEY, SUBJECT TO THE SURVEYOR'S NOTI
CONTAINED HEREON MEETS THE APPLICABLE
MINIMUM TECHNICAL STANDARDS" SET FOR1
BY THE FLORIDA BOARD OF PROFESSIONAL
SURVEYORS AND MAPPERS IN CHAPTER
611017-6. FLORIDA ADMINISTRATIVE CODE
PURSUANT TO CHAPTER 472.027, FLORIDA
STATUTES.
JOB NO, _
DRAWN 81
ASM39689 1030 N. ORLANDO AVENUE, SUITE B
HINTER PARK, FLORIDA
32789 (407) 426-7979 AVID M. 38
FOR
THE
A+(4ti
f
CM OF .,1Xi 03- • t Lsi,t n 1-m—L'Wamor, l
iiF2.^•rl !'iistrict: ZonisIrkher
rer!rlii Type; Building ElecWcal M=banica; Flctynbiq FireS,;inWe3/Alarm
ElSGtrical: illed/ Service — # of AMPS Additi"A3tt:t'a'rion Clrznge cf Scvitce Tetr7 t?SfrSr Pile -
dslechanieali' Residential
f
Non -Residential Tepttic rrnt 1t arsr f l yovi cagy
i"lumbitlt/ New Commercial. # of Fithires , R °- o: Water & Easy Lies . of Crti, Lbws•
Flvmbing/New Hesidedtial: # of W C7vsets Plvrnbing i e{sa(r— Retridentiz! yr f;or hsier•cial
Oe'supancy Type: Residential Commercial Industrial Tom! mare Foote .e: 1?
Colistructien Type: # of Stories: ti of DWdl tig vaitt:: Flood Zefw (F'E7t,M term rtugalimd Fdr utbr.r t u,
Parcel it: n
Owners Name & Address:
Contractor Name & Addre:a:
Phone T& Fea,
Bonding Company:
Address
Ariaeh Proof of Otytrtership & Legal Descriptive)
Phone:
L)eenFst.%"umbcJQ DELW
g,t7ORUM
16i!'7,'rli+r_s ! • P ' „ J/YtQ ,r • /n F;:d:.;:,aC tl
Vlorrgagr Lender: -- '
Arch iteeVEngineer:
Phone:
Address"
Fv -
Application is hereby tirade to obtain s ptamtt to do the work and installations as indicated. 1 certify th.^t no work or installation has eomnicriced print io ilir, issuance of a permit and Via; all work will bs: perfonT d to meet steridards ofall laws replating construction in this jurisdiction. I understand that a separatepermitmustbesecuredforELECTRICALWORY., PLUMBING, SIGNS, WELLS, POOLS, FURt)ACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc.
OWNER'S AFFlDAyfT:` Ce i iJ that all ofIht foregoing ±, fo tativn is accur2ie did itta; Jl worh aril) C do a in compliance with ail apphcal':li: i,w:. „•p.il rin; cohsivcliori Poe, zoning. /'rAPJ1raG TO Ov?EfC YOUR FAtI UP.E TO RECGR)i {, hIG !Cir Cir' COf _NCEME'3 lt4Ae FIE^UL f Di Yi /I IiICE ;:OF I PF.O'lcllEpJTS TQ YOUR PROPERTY tV YOU 1714! Ei•7D TO OcT /'.rN "I '/,liUM , .OidSULT . i YOUR L WDER OR A34JTORI`'FY BEFORE RECORDrrdG YOUR NOT)CE OF COHIviENCEMENT.
NCTiCE• ),) addrticn :o Nte requirements of this permit, there may be eddinonal restnciim,s appl U) ,o dos 1>r e. that may _ fo nd iri the puir)rr. (irda o; INis county, end ;here may be addtii0nal pemtits required ; om other governme±xz) :rttibes Fu , L t••,. it Win• ern I drsbic• , state gencirs, of f, dr. a,r,-ici
Acccptkncr of ptrTnii is •,erificaiion that !Kill notif-y the OwneT of the proprty of the re ire, L• Y da en :, FS 713.
SiynaTuri Of Ownti/Agent —+r 2004Dateitiu+i of COnt .cinr/Agent Dale
Print Ocaner/Ageni's Namc R RILG —D RUSSOPContrdcini=.ltni's Name
2 9 Zrn4SignatureOfNola -State of Flonoa Date Sipnivic of l.n_ ,••State of Flonda pair
O,•T,U/Ageni is _ Personal), Kno%,Ti 10 MC Or
Produced ID Onir4_t- _ PeTsonat..• Known to me or
Produioduce: •
I'1'I_I( AI ION AI'I'RQVF_U lIY 131dg•
InZoning. ; I nial & Deii) (hiival , Date), •, " . r;,iia i1l tp I t—'i3 &'- Mir7NDAC, TUFt(itit 1. MY
COt:1btISSIONaDr) 212893 Bonded
Thru No'7ry PebtlC Uiido wdtera t-
CITY OF SANFORD PERMIT APPLICATION
Permit # : C A — OZO —1 Date: I ulg!*JA
Job Address: .r1 )tIL53yn\ y's—V --q—o k ` Lot #: _
Description of work: New Single Family Residence
Historic District: Zoning: Value of Work: $
Permit Type: Building Electrical X Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS _EMI Addition/Alteration Change of Service_ Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than K)
Parcel # Attach Proof of Ownership & Legal Description)
Owners Name & Address: CentexHomes 385 Douglas Avenue, Suite 2000
Altamonte Springs, FL 32714 Phone: 407-661-2150
Contractor Name & Address: Approved Electric Co. of Florida 4874 S. Orange Avenue
Orlando, Florida 32806 State License Number: EC0002494
Phone & Fax: Fax 407-851-1226 Contact Person: John Findlay Phone: 407-851-1220
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer:
Address:
Phone:
Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a
permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured I'm
ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE- In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this
county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies
Acceptance o(pernlii is verification that I will notify the owner of the p
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is _
Produced ID _
Personally Known to Me or
APPLICATION APPROVED BY: Bldg:
Initial & Date)
Charles W. Cannon
Picint Contractor/Agent's Name
ignature o Notary -State oTFlorida Date
fir PATRICIA A.KADLAC
Contractor/Agent is Personally KgQ vlalO OMn9tSSloNil DD0132M6
Produced ID '?'T10 EXPIRES: March2&20D5
t-0oa3NOTARY FL Wolery Spvloe 6 6on01np, Ina.
Zoning: Utilities: FD:
Initial & Date) (Initial & Date) (Initial & Date)
Special Conditions:
3F SEMIN[K'E '
E STATEMENT'`
SSuEo.mCITY STATEMENT
NUMBER 104-76244 DATE: '`
TRAFFIC
ZONE: J)RIEDI.TION: TRAg
PLATBOOK: PI 30 K PA G.- LBT OWNER
NAME: APPLICANT
LAND
USE CATEGORY: 001 Single Family Detached House TYPEUSE: Residential WORK
DESCRIPTION: Single Family House: Detached - Construction TYPE
DIST SCHEDULE DESC. UNIT OF UNITS COLLECTORS
NORTH O dwl unit $ ` 142.00 1 $ 142~00 LIBRARY
CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS
CO -WIDE O dwl unit $1,384.00 1 $ 1p384.00 AMOi
2B5.00 STATEMENT
RECEIVED
BY: SIGNATURE - PLEASE
PRINT NAME) --- --`--=------- DATE
NOTE
TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURETIMELYPAYMENTMAYRESULTINYOURLIABILITYFORTHEFEE. DISTRIBUTION:
1-COUNTY 3-CITY 2-
APPLICANT 4-COUNTY ' NOTE**
PERSONS
ARE ADVISED THAT THIS IS A STATEMENOF FEES T' DUE 'AND PAYABLE PRIOR TO ISSUANCE OF BUILDINS'.PERMIT. PERSONS
ARE ALSO ADVISED THAT ANY RIGHTS OF THE PPPLI ANT B-OWNER TOAPPEALTHECALCULATIONSOFTHEROAD, LIBRARY GY', y#%>O' E%UC f TIO#AL (SCHOOL) IMPACT FEES MUST BE 'E ER I°E% ^' ' AhF'TTE# REQUEST WITHIN 45 CALENDAR DAYS OF EXERCISED
BY -FILING SIGNATURE
DATE ABOVE, BUT NOT LATER THAN CERTIFICATE'OF OCCU xx
wu OCCUPANCY.
THE REQUEST FOR REVIEW MUST MEET THE 'REQU%REME#T r^~
rTum Z
Q 4TY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING Au E' MAYBEPICKEDUP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OrrIC 111EASTFIRSTSTREET, SANFORD, FLORIDA 3-771; (4 7) 685-7«'4rr ": ' PAYMENT
SHOULD BE MADE TO: CITY OF SANFORD BUILDING
DEPARTMENT 300
NORTH PARK AVENUE SANFORD.
FL 32771 PAYMENT
SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THESTATEMENTNUMBERANDCITYBUILDINGPERMITNUMBERATTHETOPLEFTOFTHENOTICE. THIS
STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** 4***************SINGLE FAMILY BUILDING PERMIT********************** J
o
CITY OF SANFORD PERMIT APPLICATION
Q
Permit # : /
119a.
Date: L'
Job Address: '/: V
Description of Work. CONSTRUCT CONCRETE BLOCK SING FAMILY DWELLING
Historic District: Zoning:
Permit Type: Building XX Electrical
Electrical: New Service — # of AMPS
Mechanical: Residential Non -Residential
Plumbing/ New Commercial: # of Fixtures
Value of Work:
Mechanical Plumbing Fire Sprinkler/Alarm Pool
Addition/Alteration Change of Service Temporary Pole
Replacement New (Duct Layout & Energy Calc. Required)
of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial
Occupancy Type: Residential _Z Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: _ Flood Zone: (FEMA form required for other than X)
Parcel#: 22-19-30-502-0000— Q%S 0 (Attach Proof of Ownership& Legal Description)
Owners Name & Address: CENTEX HOMES, 385 DOUGLAS AVE. , STE . #2000 , ALTAMONTE SPGS . , FL 32714
Phone: 407-661-2176
Contractor Name&Address: PATRICK J. KNIGHT/CENTEX HOMES (SAME AS ABOVE)
SQ0 e s trTuthber: CG C049689
Phone & Fax: 4U 001—L 1
Bonding Company: NA
Address:
Mortgage Lender: NA
Address:
S 407-467-2643
Architect/Engineer: HURRICANE 'ENGINEERING Phone: 407-774-9003
Address: 6 Fax: 407-774-8477
Application is hereby made to obtain a permit to do the work and insht is 1 ce hat no work or installation has commenced prior to the
issuance ofa permit and that all work will be performed tomeet start a regu sting construction in this jurisdiction. 1 understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR'LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions'applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that 1 will otify the owner ofthe property ofthe requirements of Florid Lien Law, FS 713• AY 1 0 2004
Signature of Owner/Agent Date Signature o onnzctor/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is _ Personally Known to Me or
Produced ID
APPLICATION APPROVED BY: Bldg(St7 7 Zoning:
Initial & Date)
Special Conditions
P K IGHT
Pri Contract r/Agent's Name
Signs re ofNotary-State of Florida Date 2004 Contractor/
Agent is X XPersonally Known to Me or Produced
ID Initial &
Date) Utilities:
FD: Initial &
Date) (Initial & Date) KIMBERLY
A. ""''..a BROWNVp
Comm# DD029g442 Expires
3/2 OOS oadWs
Bonded thu (800)432,42543 3.................s....
FloridNotary Assn., Ino
A
C7
J1
L
City of Sanford Building Division / 5
Submittal Requirements for Residential Building Permit
1. Two (2) recent boundary and building location surveys showing setbacks from all
structures to property lines for permit for structures (not fences).
2. Two (2) complete sets of construction design drawings drawn to scale.
Complete sets to include:
a. Foundation plan indicating looter sizes for all hearing walls. Provide side view details
of these footers with reinforcement bar replacement.
b. Floor plan indicating interior wall partitions and room identification, room dimensions,
door, window, and/or opening sizes, smoke detector location(s), landings, decks, stairs,
bathroom fixtures, and distances from walls. **The State of Florida requires bathroom
compliance with Florida Accessibility Code.
C. An elevation of all exterior walls - east, west, north, and south. Finish floor elevation
height as per Engineering Department or subdivision plat.
d. Cross sections of all wall sections to be used in the structure, bearing and non -bearing
interior and exterior walls, show all components of wall sections.
e. Framing plan for floor joists where conventionally framed. Plan is to indicate span, size
and species of materials to be used.
f. Engineered truss plan with details of bracing, engineered beams for spacing openings to
carry and support trusses.
g. Stair details with tread and riser dimensions, stringer size, methods of attachment,
placement of handrails and guardrails.
h. Square footage table showing footages: ?A
l . Garages/Carports / o sq. ft.
2. Porches/Entries sq. ft.
3. Patio(s) sq. ft.
4. Conditioned Structure sq. ft.
5. Total Gross Area AD.ZO sq. ft.
3. Three (3) sets of completed Florida Energy Code Forms.
4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if
structure is to be built on fill, a report may be requested by the Building Official or his
representative.
5. Other submittal documents:
a. Utility letter or approval when public water supply and/or sewer system connection to
be made.
b. Septic tank permit issued by Seminole County Health Dept.
C. Arbor permit when trees to be removed from property. Contact the Engineering Dept.
for details regarding the arbor ordinance and permit.
d. Seminole County Road Impact fee statement.
e. Property ownership verification.
f Driveway permit issued by City Engineering Department.
6. Application to be completed thoroughly and signatures provided by a licensed and insured
contractor and property owner. If electrical, mechanical, or plumbing permits have not been
issued, inspections will not be scheduled or made and subcontractors will be subject to penalty
under city ordinances.
MAY 1 0 2004
Date Owner/Agent Signature
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of l
PARCEL DETAIL
ill l Back
Seminole County
1 101 R, p1ml St.
tx" r01-1 M 12?71
44)?-a65-7, 506
GENERAL 2004 WORKING VALUE SUMMARY
S3-SANFORD
Value Method: Market
Parcel Id: 0000- 0750
30-502- Tax District: WATERFRONT000-
Number of Buildings: 0
REDVDST Depreciated Bldg Value: $0
Owner: CENTEX Exemptions: HOMES
Depreciated EXFT Value: $0
Land Value (Market): $26,000
Address: 385 DOUGLAS AVE STE 2000
Land Value Ag: $0
City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Just/Market Value: $26,000
Property Address: 135 BRISTOL FOREST TRL SANFORD 32771 Assessed Value (SOH): $26,000
Subdivision Name: PRESERVE AT LAKE MONROE
Exempt Value: $0
Dor: 00-VACANT RESIDENTIAL
Taxable Value: $26,000
2003 VALUE SUMMARY
SALES 2003 Tax Bill Amount: $285
Deed Date Book Page Amount Vac/Imp 2003 Taxable Value: $13,680
Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS
LAND LEGAL DESCRIPTION PLAT
Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 75 PRESERVE AT LAKE MONROE PB 62
LOT 0 0 1.000 26,000.00 $26,000 PGS 12 - 15
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax
rurposes. If you recently purchased a homesteaded property our next ear's property tax will be based on Just/Market value.
http://www.scpafl.orglplslweblre_web.seminole_county_title?PARCEL=22193050200000... 5/ 10/2004
CENTEX HOMES
Orlando Division
385 Douglas Avenue, Suite 2000
Altamonte Springs, FL 32714
Office: (407) 661-2150
Fax: (407) 661-4089
www.centex-oriando.com
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:
SUBDIVISION: PRESERVE AT LAKE MONROE LOT '
PATRICK J. KNIGHT
CGC049689
STATE OF FLORIDA COUNTY OF SEMINOLE
The foregoing instrument was acknowledged before me this
MAY 1 0 2004 by Patrick J. Knight, Division
President of Centex Homes - Orlando). He is personally known to
me and did not take an oath.
NOTARY PUBLIC
KIMBERLY A. BROWN
prpt"' Comm# DD0299442
5+ Expires WM008
Bonded thfu (800 432-4254' orrt ,••
Florida NotaryssAn.. IncnoonS......................... 0.nn.onowwni
I owl I•vMnowl aowl 11all 11owl BIII BBIII IIIH11111p11111i11 This Instrument Prepared By: NAME: Debra
A. Riggs -Centex Homes
385 Douglas Avenue, Suite 2000 Altamonte
Springs, FL 32714 Permit No.
NOTICE OF COMMENCEMENT SEMINOLE
STATE OF
FLORIDA COUNTY OF
ORANGE
MARYANNE MORSE, CLERK
OF CIRCUIT COURT
SEMINOLE CUM BK 05302 PG 0333
CLERK' S #
2004073598 RK,11 00
05/1-W004
IW515.i PM, RE0114DINO FEES & N RECURDF-D 9Y
L McKinley THE
UNDERSIGNEDhereby 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;L -
PRESERVE AT LAKE i n Plat Book 62 Pages
12-15 in the PUBLIC RECORDS OF SEMINOLE COUNTY, 2.
General Description of Improvement: SINGLE
FAMILY DWELLING 3. Owner Information: CENTEX HOMES 385
Douglas Avenue, Suite 2000 ALTAMONTE
SPRINGS, FL 32714 Interest in
Property: FEE SEMPLE INTEREST
Name of Fee Simple Titleholder: N/
A 4. Contractor;^ 'yENTEX HOMES, 385 Douglas
Avenue, Suite 2000 Altamonte
Springs, Florida 32714 Phone: (407)
661-2150 Fax: (407)
6614089 5. Surety: N/A Amount of
Bond: N/A 6.
Lender: N/A MONROE Recorded
FLORIDA. 7. Persons within
the State
of
Florida designated by Owner upon whomnotices or other documents may be sewed 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 receive a copy of the Lienor's Notice as provided
in Section 713.13 (1) (b), Florida Statutes: NONE 9. Expiration date of Notice of
Commencement (the expiration is date is 1 year from the date of recording unless a
different date is specified) Debra A. Riggs OFFICE MANAOER FOR
CENTEX HOMES, I87
DOVOLAS AVENUE SURE ZQW. ALTAMONTE SPRINOS, FLORIDA 32714
THEFOREOODIO INSTRUMENTWAS ACKNOWLEDOED BEFORE
ME THIS MAY 10 2004 BY DEBRA A .
RIOOS., OFFICE MANAOBR
CENTEX REAL ESTATE CORPORATION, A NEVADA
CORPORATION doh 2729 HOLDINO CORPORATION, A NEVADA CORPORATION.
DEBRA A. RIOOS IS PERSONALLY KNOWN TO ME AND DID
NOT TAKE AN OATH. Q csffi 1ED c;'PT 1ARYANNF
MORZSE
NOTARY PUBLIC RAK of
amigf Cw7U, f NTY.
ffQ r............................................ JACKIE CAINES
Ill,y Comm# 00025M
DE7II YflF4Y
5 -NRr,
i ig®.b E we
1r11/
20pB S i @! A#R' Bonded Oft (
00)I.'i2.4M., Mun.u.ou.... Flo*W!N.!
IiB.•:..A:i InC
P.
PLOT PLAN
DESCRIPTION: (AS FURNISHED)
LOT 75, PRESERVE AT LAKE MONROE
AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
IMPFRVIOIIS CAI [Ill A710MS TI OT ONI Y1
LOT 75 CONTAINS 6250 SQUARE FEET t (LOT ONLY)
THIS STRUCTURE CONTAINS 1950 SOVARE FEET t
TOTAL CONCRETE 551 (WITHIN LOT ONLY) SO. FT. t
TOTAL SOD 3709 SO. FT. t
PERCENT OF CONCRETE & STRUCTURE TO LOT 41% t
1' ; 30'
GRAPHIC SCALE
0 15 30
LOT
N#sQTYOF
1]— S94'23'll'E
BUILDING SETBACKS
FRONT: 25'
REAR: 20'
SIDE: 5'
CORNER: 15'
PREPARED FOR:
CENTEX HOMES
1. ELEVATIONS SHOWN ARE PER LOT GRADING
PLANS PROVIDED BY THE CLIENT.
C.rmupF iMTAr..F TIIP in CIIRRI
LOT 75 UP TO CURB CONTAINS 6800 SOUARE FEET i
THIS STRUCTURE CONTAINS 1980 SOUARE FEET t
CONCRETE 894 SO. FT. t INCLUDING (SIDEWALK/APRON)
TOTAL SOD 4820 SO. FT. i
CSX RAILROAD R/W
OLD MAIN LINE TRACK
UNPLATTED PER THIS PLAT)
50.00'
324.46' _
RIGHT_
BRISTOL FOREST TRAIL
50' RIGHT-OF-WAY
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
1 HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL
NO 120294 D035 E DATED 4/17/95 AND FOUND
THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X.
AREA OUTSIDE 100 YEAR FLOOD PLAIN.
THE SURVEYOR MAKES NO GUARANTEES AS TO THE
ABOVE INFORMATION. PLEASE CONTACT THE LOCAL
F.E.M.A. AGENT FOR VERIFICATION.
BEARINGS SHOWN HEREON ARE BASED ON
THE NORTHWESTERLY LINE OF LOT 75•
BEING N35'36'49"E PER PLAT.
FIELD DATE:)
SCALE: 1" a 30 FEET
APPROVED BY: Si
JOB NO. ASM39689
DRAWN BY:
REVISED:
I PLAN 5/13/04 SDO
FIT 12-13-02 CKB
LOT 74
610.33' III///
LEGEND
BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH
POD POINT ON BOUNDARYCENTERLINEPCCPOINTOFCOMPOUND CURVATURE
RIGHT OF WAY LINE POC POINT ON CURVE
x xX PROPOSED ELEVATION AL RECORDPDPLANNEDDEVELOPMENT
PROPOSED DRAINAGE FLOW A DENOTES DELTA ANGLE
L DENOTES ARC LENGTH
CONCRETE C.B. DENOTES CHORD BEARING
LB LAND SURVEYING BUSINESS PC DENOTES POINT OF CURVATURE
LS LAND SURVEYOR PI DENOTES POINT OF INTERSECTION
PRM PERMANENT REFERENCE MONUMENT
PRC
PT
DENOTES POINT OF REVERSE CURVATURE
DENOTES POINT OF TANGENCY
PCP PERMANENT CONTROL POINT TYP TYPICAL
P) PER PLAT A/C AIR CONDITIONER
M) MEASURED COW CONCRETE BLOCK WALL
FND FOUND RP RADIUS POINT
C/W CONCRETE WALK CS CONCRETE SLABS/W SIDEWALK C CHORD LENGTHCCONCRETEPADSO, FT. SQUARE FEETPB
R
PLAT BOOK
RADIUS NG NATURAL GRADE
PGS PACES R/W RIGHT-OF-WAY
AMERICAN SURVEYING & MAPPING
CERTIFICATION OF AUTHORIZATION NUMBER L8/6393
1030 N. ORLANDO AVENUE. SUITE B
WINTER PARK. FLORIDA
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.
FOR
THE
FIRM
DATE
FORM 600A-2001-
FLORIDA* ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
y Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: 1562 LHR t7 Builder: CENTEX HOMES
Address: 3S BRI OL FOREST TRAIL Permitting Office: CITY OF SAWFORD
City, State: LAKE MONROE, FL Permit Number: Oy - OIS -99
Owner: CENTEX HOMES Jurisdiction Number: 691500
Climate Zone: Central
1. New construction or existing New _ 12. Cooling systems
2. Single family or multi -family Single family _ a. Central Unit Cap: 29.0 kBtu/hr _
3. Number of units, if multi -family 1 _ SEER: 12.10 _
4. Number of Bedrooms 3 _ b. N/A
5. Is this a worst case? Yes
6. Conditioned floor area (fill) 1562 fi' c. N/A
7. Glass area & type
a. Clear -single pane 184.0 fi' _ 13. Heating systems
b. Clear - double pane 0.002 _ a. Electric Heat Pump Cap: 29.0 kBlwlu _
c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 7.60 _
d. Tint/other SHGC - double pane 0.0 fi' b. N/A
8. Floor types
a. Slab -On -Grade Edge Insulation R=0.0, 163.0(p) ft _ c. N/A
b. N/A
c. N/A 14. Hot water systems
9. Wall types a. Electric Resistance Cap: 50.0 gallons _
a. Concrete, Int Insul, Exterior R=4.1, 916.01t' _ EF: 0.86 _
b. Frame, Wood, Adjacent R=11.0, 184.0 ft' _ 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, 1486.0 ft' _ 15. HVAC credits
b. N/A CF-Ceiling fan, CV -Cross ventilation,
c. N/A HF-Whole house fan,
11. Ducts PT -Programmable Thermostat,
a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 0 _ MZ-C-Multizone cooling,
b. N/A MZ-H-Multizone heating)
Glass/Floor Area: 0.12 Total as -built points: 22624 PASSTotalbasepoints: 22825
1 hereby certify that the plans and specifications covered
by this calculation are in compliance with the Florida
Energy Code.
PREPARED BY: el, 5&L-L,
DATE: MAY 10 2004
1 hereby certify that this building, as designed, is in
compliance with the Florio Energy Code.
OWNERIAGENT:
DATE: MAY 1 0 200a
Review of the plans and
specifications covered by this
calculation indicates compliance
with the Florida Energy Code.
Before construction is completed
this building will be inspected for
compliance with Section 553.908
Florida Statutes.
BUILDING OFFICIAL: pLA
DATE: RD
EnergyGauge® (Version: FLRCSB v3.2)
FORM 600A-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
GLASS TYPES I18XConditionedXBSPM = Points Overhang
Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points
As 1562.0 25.78 7248.3 Single, Clear SW 1.4 6.0 32.0 52.82 0.91 1539.1
Single, Clear SW 1.4 6.0 32.0 52.82 0.91 1539.1
Single, Clear SE 1.4 8.0 40.0 56.64 0.96 2183.0
Single, Clear SE 1.4 6.0 32.0 56.64 0.91 1647.2
Single, Clear NE 1.4 6.0 16.0 43.65 0.93 652.2
Single, Clear NW 1.4 6.0 32.0 37.74 0.94 1130.2
As -Built Total: 184.0 8690.7
WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points
Adjacent 184.0 0.70 128.8 Concrete, Int Insul, Exterior 4.1 916.0 1.18 1080.9
Exterior 916.0 1.90 1740.4 Frame, Wood, Adjacent 11.0 184.0 0.70 128.8
Base Total: 1100.0 1869.2 As -Built Total: 1100.0 1209.7
DOOR TYPES Area X BSPM Points Type Area X SPM = Points
Adjacent 0.0 0.00 0.0 Exterior Wood 20.0 7.20 144.0
Exterior 20.0 4.80 96.0
Base Total: 20.0 96.0 As -Built Total: 20.0 144.0
CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points
Under Attic 1444.0 2.13 3075.7 Under Attic 19.0 1486.0 2.82 X 1.00 4190.5
Base Total: 1444.0 3075.7 As -Built Total: 1486.0 4190.5
FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points
Slab 163.0(p) 31.8 5183.4 Slab -On -Grade Edge Insulation 0.0 163.0(p -31.90 5199.7
Raised 0.0 0.00 0.0
Base Total: 5183.4 As -Built Total: 163.0 5199.7
INFILTRATION Area X BSPM Points Area X SPM = Points
1562.0 14.31 22352.2 1562.0 14.31 22352.2
EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB Q.2
FORM 600A-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , . , PERMIT #:
BASE AS -BUILT
Summer Base Points: 29458.0 Summer As -Built Points: 31387.5
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)
31387.5 1.000 1.087 x 1.150 x 1.00) 0.282 1.000 11057.4
29458.0 0.4266 12566.8 31387.5 1.00 1.250 0.282 1.000 11057.4
EnergyGauge"' DCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FLRCSB v3.2
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
GLASS TYPES
18 X Conditioned X BWPM = Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point
18 1562.0 5.86 1647.6 Single, Clear SW 1.4 6.0 32.0 9.22 1.03 302.8
Single, Clear SW 1.4 6.0 32.0 9.22 1.03 302.8
Single, Clear SE 1.4 8.0 40.0 8.34 1.02 341.0
Single, Clear SE 1.4 6.0 32.0 8.34 1.04 278.4
Single, Clear NE 1.4 6.0 16.0 12.00 1.00 192.1
Single, Clear NW 1.4 6.0 32.0 12.23 1.00 390.4
As -Built Total: 184.0 1807.4
WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points
Adjacent 184.0 1.80 331.2 Concrete, Int Insul, Exterior 4.1 916.0 3.31 3027.4
Exterior 916.0 2.00 1832.0 Frame, Wood, Adjacent 11.0 184.0 1.80 331.2
Base Total: 1100.0 2163.2 As -Built Total: 1100.0 3358.6
DOOR TYPES Area X BWPM Points Type Area X WPM = Points
Adjacent 0.0 0.00 0.0 Exterior Wood 20.0 7.60 152.0
Exterior 20.0 5.10 102.0
Base Total: 20.0 102.0 As -Built Total: 20.0 152.0
CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points
Under Attic 1444.0 0.64 924.2 Under Attic 19.0 1486.0 0.87 X 1.00 1292.8
Base Total: 1444.0 924.2 As -Built Total: 1486.0 1292.8
FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points
Slab 163.0(p) 1.9 309.7 Slab -On -Grade Edge Insulation 0.0 163.0(p 2.50 407.5
Raised 0.0 0.00 0.0
Base Total: 309.7 As -Built Total: 163.0 407.5
INFILTRATION Area X BWPM Points 1 Area X WPM = Points
1562.0 0.28 437.4 1562.0 -0.28 437.4
EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2
FORM 600A-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , P P PERMIT #:
BASE AS -BUILT
Winter Base Points: 4089.9 Winter As -Built Points: 6581.0
Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
DM x DSM x AHU)
6581.0 1.000 1.078 x 1.160 x 1.00) 0.449 1.000 3695.6
4089.9 0.6274 2566.0 6581.0 1.00 1.250 0.449 1.000 3695.6
EnergyGauge"' DCA Form 6WA-2001 EnergyGauge®/RaRES'2001 FLRCSB v3.2
FORM 60OA-2001
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT ft:
BASE 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 50.0 0.86 3 1.00 2623.63 1.00 7870.9
As -Built Total: 7870.9
CODE COMPLIANCE STATUS
BASE AS -BUILT
Cooling + Heating +
Points Points
Hot Water
Points
Total
Points
Cooling
Points
Heating + Hot Water = Total
Points Points Points
12567 2566 7692 22825 1 11057 3696 7871 22624
PASS EnergyGauge^'
DCA Form 60OA-2001 EnergyGauge®/FlaRES7001 FLRCSB v3.2
FORM 60OA-2001
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK
Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/s .ft. door area.
Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall;
foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility
penetrations; between wall panels & top/bottom plates; between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends
from and is sealed to the foundation to the top plate.
Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members.
EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed
to the perimeter, penetrations and seams.
Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases,
soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate;
attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is
installed that is sealed at the perimeter, at penetrations and seams.
Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a
sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 ctrn from
conditioned space, tested.
Multi-storyHouses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors.
Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA,
have combustion air.
6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.)
COMPONENTS SECTION REQUIREMENTS CHECK
Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit
breaker electric or cutoff as must be provided. External or built-in heat trap required.
Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools
must have a pump timer. Gas spa & pool heaters must have a minimum thermal
efficiency of 78%.
Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG.
Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically
attached, sealed, insulated, and installed in accordance with the criteria of Section 610.
Ducts in unconditioned attics: R-6 min. insulation.
WAC Controls 607.1 Se arate readily accessible manual or automatic thermostat for each system.
Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides.
Common ceiling & floors R-11.
EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 83.6
The higher the score, the more efficient the home.
1. New construction or existing New _ 12. Cooling systems
2. Single family or multi -family Single family _ a. Central Unit Cap: 29.0 kBtu/hr _
3. Number of units, if multi -family 1 _ SEER: 12.10 _
4. Number of Bedrooms 3 _ b. N/A
5. is this a worst case? Yes
6. Conditioned floor area (ft') 1562 A' c. N/A
7. Glass area & type
a. Clear -single pane 184.0 fl' _ 13. Heating systems
b. Clear - double pane 0.0 R' _ a. Electric Heat Pump Cap: 29.0 kBtu/hr _
c. Tint/other SHGC - single pane 0.0 fl' _ HSPF: 7.60 _
d. Tint/other SHGC - double pane 0.0 fl' b. N/A
8. Floor types
a. Slab -On -Grade Edge Insulation R=0.0, 163.0(p) fl _ c. N/A
b. N/A
c. N/A 14. Hot water systems
9. Wall types a. Electric Resistance Cap: 50.0 gallons _
a. Concrete, Int Insul, Exterior R=4.1, 916.0 ill _ EF: 0.86 _
b. Frame, Wood, Adjacent R=11.0, 184.0 R2 _ 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, 1486.0 ft' _ 15. HVAC credits
b. N/A CF-Ceiling fan, CV -Cross ventilation,
c. N/A HF-Whole house fan,
11. Ducts PT -Programmable Thermostat,
a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier,
b. N/A MZ-C-Multizone cooling,
MZ-H-Multizone heating)
I certify that dvs home has complied with the Florida Energy Efficiency Code For Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant feature
Builder Signature: t
J
Date: MAY -1 0 2004
Address of New Home: /37 BRISTOL FOREST TR. City/FL Zip: LAKE MOWROE/32747
NOTE. The home's estimated energy performance score is only available through the FLARES computer program.
This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStarT'"designation),
your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating..
Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucfedufor
information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction,
contact the Department ofCommunity Affairs at 8501487-1824.
EnergyGauge® (Version: FLRCSB v3.2)
W/Lb/'1M3 1b:G1 Uhl- H1K 4 41?(bb14Wb'J NU-54Y WImaL
RIGHT-J LOAD AND EQUIPMENT SUMMARY
Entire House
DEL AIR HEATING)UR CONDITIONING,R Job:1%2 04542
Im COMMERCE STREET. LAXE MWY. FL W466208 Ph— (On 831-M
Project• •
For. CENTEX HOMES
Notes:
Weather_ Orlando AP, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 38 OF Outside db 93 OF
Inside db 70 OF Inside db 75 OF
Design TD 32 OF Design TD 16 OF
Daily range M
Relative humidity 50 %
Moisture drfference 43 grAb
Heating Summary Sensible Cooling Equipment Load Sizing
Building heat loss 26956 Btuh Structure 19506 Btuh
Ventilation air 0 cfrn Ventilation 990 Btuh
3.0 OFVentilationairloss0BtuhDesigntemperatureswing
Design heat load 26956 Btuh Use mfg. data n
Ratefswing multiplier 0.98
Infiltration Total sens. equip. load 20086 Btuh
Method Simplidw Latent Cooling Equipment Load Sizing
Construction quality Average
Fireplaces 0 internal gains 920 Btuh
Ventilation 1474 Stuh
Heating Cooling Infiltration 2457 Btuh
Area (ftz) 1562 1562 Total latent equip. load 4851 Btuh
Volume (ft) 12496 12496
Air changesftur 0.80 0.40 Total equipment load 24937 Btuh
Equiv. AVF (cfm) 167 83 Req. total capacity at 0.70% SHR 2.4 ton
Heating Equipment Summary Cooling Equipment Summary
Make TRANE Make TRANE
Trade Trade
Efficiency 7.6 HSPF
Heatin In
Efficiency 12.1 EER
Sensible cooling 20440 BtuhHeatingoutput. 0 Btuh @ 47°F Latent cooling 8760 Btuh
Heating temp rise 0 OF
Actual heating fan 1000 dm
Total cooling
Actual cooling fan
29200 Btuh
1000 cfm
Heating air flow factor 0.037 dnfr/Btuh Cooling air flow factor 0.051 drnBtuh
Space thermostat Load sensible heat ratio 81 %
BordQOfic ralulS Nave bow man-W owrrfdadl
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
wngl tsoit RiytRSs1e RnieeMlsl"' S SA8 RSR2W 3 2003Ma-260s:10:11,
Peyc tAE IIeSCentex 2002\156Z1158Z ra
wl;eWdIM6 Ila:-,1 L&L RIK 4 41ffYbb14Wb':1 Nu..34'/ ru
RIGHT-1 CALCULATION PROCEDURES A, B, C, D
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: 1562 WO"2
log COMMERCESTREET. U E MARY. R 3274"W1 Ph—: (407) 831-2M
Prncedurp A - Winter Infiltration HTM Calculation'
1. Winter infiltration AVF
0.80 ach x 12496 fig x 0.0167 = 167 cfm
2. Winter infiltration load
1.1 x 167 cfrn x 32
3. Winter infiltration HTM
5865 Btuh / 204 ft=
OF Winter TD = 5865 Btuh
Total window = 28.7 Btuh/ft'
and door area
Procedure B - Summer Infiltration HTM Calculation
1. Summer infiltration AVF
0.40 ach x 12496 ft3 x 0.0167 = 83 cfm
2. Summer infiltration load
1.1 x83 drn x 18
3. Summer infiltration HTM
1649 Btuh / 204 ftr
F Summer TD = 1649 Stuh
Total window = 8.1 BtuW
and door area
Procedure C - Latent Infiltration Gain
0.68 x43 gr/lb molstdiff. x 83 cfrn = 2457 Btuh
Procedure D - Equipment 51xing Loads
1. 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) + 19506 Btuh
Sum of ventilation and structure loads - 20496 Btuh
Rating and temperature swing multiplier x 0.98
20086 BtuhEquipmentsizingload - sensible
2. Latent swing load
Latent ventilation load
0.68 x 50 dm vent x 43 grfib moistdiff. = 1474 Btuh
Internal loads = 230 Btuh x 4 people + 920 Stuh
Infiltration load from Procedure C + 2457 Btuh
Equipment sizing load - latent = 4851 Btuh
Construction Quality is: a No. of Fireplaces is: 0
e v hm Nava bean mmayy ow idden
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
WPIQ11tSQft P4t-SuftReadit%W7-5.5.08RSR26013 20034W-Z50W10:11
AXX E.' ftW. V= XMD l58Zb5B2Jv Pape 1
03/26/2003 10:21 DEL AIR 4 4076614089
RIGHT-J WORKSHEET0EntireHouse
DEL AIR HEATING,AIR CONDITIONING,R
109 couwwCE STREET. LAID: MARY. FL 327465206 Phara: NM 831-2865
Job:1562 OMS42
MANUAL J: TM Ed
1 Name 01r0arr Entire House FOY/FAM NOOKWT LDYAMC 2
Lerv" of wposw yell 163.0 It 28.0 R 3ZA ft 6.0 R 3
R00m dimensions 23.0 x 14.0R 1&0 x 14.0 fl 6.0 x 14.0 R 4
CWngs CondlL Option 8.0 fl Iheat/oad d 8.0 fl heat/000l ao ftl heavoo0l 9.0 fl heaV000l TYPE
OF HTM Area load (Btuh) Area Load (Biuh) Area Load (Btuh) Area Load (BWh) EXPOSURE
NO. Htg CIO OF) Htg CI9 M M Cig CR') fB CIOlR') Fib ag 5
Gross a 148 4.8 2.1 1120 24 256 48 Evosed
b 12C b29 1.1
O
0 0 0 wags
and 12C 3.Z 1.9
180 0 0 0 ponvons
d 0.0 OA 0 O 0 0 e
0.0 0.00 0 0 0 f
0.0 0.0 0 0 0 6
Wsrdcwsand a I 37.0 144 5322 82 1183 32 1183 0 0 glass
doors b 8C 37.0 40 1475 0 0 40 1478 0 0 Heating
c 9C 30.7 0 0 0 0 O 0 0 0 d
1C 37.0 0 0 0 O 0 0 0 0 e
7L 20.8 0 0 0 0 0 0 0 0 f
0.0 0 0 0 0 0 0 0 0 7
Windows and NoM 20A 32 02 8 167 16 317 0 0 glass
doors NNW 39A 48 1891 0 0 0 O 0 0 Cooling
F1W 0.0 0- 0 0- 0 0 0 0 0 SEfSw
47A 100 4932 24 1126 58 2877 0 0 Squlh
0.0 0 O 0 0 0 00 0 Haz
0.0 0 0 0 0 0 0 0 0 8
Other doors 1 10D 14.7 9.9 20 294 199 ZD 294 190 0 0 0 0 0 0 b
10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c
0.0 0.0 0 0 0 0 0 0 0 0 0 0 9 0 9
Net a 148 4.6 2.1 Ole 4221 1886 172 793 354 184 US 379 48 221 90 b12C291.9 0 0 0 0 0 0 0 0 0 0 0 0 walls
and c 13C 32 12 154 550 215 0 0 0 0 0 0 0 0 0 parb>
Sarrs a 0.0 0.0 O 0 0 0 0 O 0 0 0 0 0 0 e
0.0 Oo v 0 0 0 0 0 0 0 0 0 0 0 t
0.0 0.0 0 D 0 0 0 0 0 0 0 0 0 0 10
cdlrgs a 18D 1.7 2.2 14W 2520 3308 364 617 810 252 477 561 84 142 187 b
0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c
0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d
0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e
0.0 0.0 0 0 0 0 0 0 0 0 0 o 0 0 1
0.0 0.0 0 0 0 0 0 0 0 0 0 0 O 0 11
Floors a 22A 2S.9 0.0 163 4225 0 28 725 0 32 829 0 5 155 0 Nola
room b 19G IA 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter
a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is
displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for
slab 6 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors)
0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12
inftation a 1 28.7 8.1 41 5865 1649 52 1495 420 72 2070 02 0 0 0 13
Subtotal loas 6+8. +11+12 Z45% 510E 6836 519 Less
eraemal heating 0 0 0 0 Heeling
redlevibulion 0 0 0 0 14
Dud loss 10 2451 10 511 10 6""" 10 52 151TOos
Mlo=18+14 25956 5619 7619 571 10
Int gab% People ® 300 4 12W 3 900 0 0 1200
2 18W 0 0 1 1200 1 coo 17
Sut>tot RSH gairrF 02+10 17737 3979 5715 888 Less
external 000-ng D 0 0 0 Leas
trarrsfar 0 0 0 0 Duct
gain 1100A 1773 10 398 10 572 10 a9 11819TaAalRSHgain {17a18)'PLF 1.OD 1 SM tA0 7.00 1.00 50
201Airrequired (dm) G00 000 208 37 779 21 Printout
certified by ACCAtomeet all r Miremerltsof Manual J 7th Ed. Affiwn0t5XS4Cft
RigldSuiuRcederdal^'SSABRSRZ9013 2003-far-260R/0•.1/ k
E1F7es1Cer=XWI56211562.rrr Page 1
03/26/2003 16:21 DEL AIR 4 4076614089 TTM
RIGHT4 WORKSHEET0EntireHouse
DEL AIR HEATING,AIR CONDITIONING,R
109 COMMERCE STREET. LAKE MARY, FL =484208 Pies (4M 8s1-7b66
Jotr.1562 09-0542
MANUAL J: 7m Ed.
1 Name of room MER mm STH BR2
2 Lenpm d exposed wan 28.0 R 8.0 R 0.0 a 31.0 R
3 Room dinnivisions 15.0 x 12.9 It 7.0 x 8.0 R 9.0 x 8.0 a 10.0 x 15.0 R
4 Ceiings Condit Option 6.0 R heatkool 8.0 ftl heet/ood 0 al heall000l 8.0 ftl heWbool
TYPE OF C HTM Area load (Bbrh) Area Load (BWh) Area Load (811uh) Area Load (ft h)
E70110SURE NO. HlgI C18 VM H78 CIO fti mg I C19 W) Htg 1 09 In H19 I C19 5 Gross
a 148 4.8 2.1 224 64 0 128 oposed 0.
12C 2.9 1.9 0 0 0 0 valls and
C13C 3.2 1.2 0 0 0 120 paMlons d
0.0 0.0 0 0 0. 0 e 0.
0 0.0 0 0 0 D 1 0.
0 0.0 0 0 0 8 WindmNsand
a I 37.0 32 1133 0 O 0 0 16 591 91M door)
b BC 37.0 0 0 0 0 0 0 0 0 Meadng C
9C 38.7 0 0 0 0 0 0 0 0 d 1C
37.0 0 0 0 0 0 0 0 0 e 7L
29.8 0 0 0 11 0 0 0 0 1 0.
0 0 0 0 0 0 0 0 0 7 Windows
and NoMh 20.4 8 167 0 0 O 0 0 0 glass doors
NFJNW 39A 0 0 0 0 0 0 18 30 000" ENV
0.0 0 0 0 0 0 0 0 0 SEISW 47.
4 24 1126 0 0 0 0 0 D South 0.
0 0 0 O 0 O 0 0 0 H0R 0.
0 0 0 0 0 0 0 0 0 8 Other
do= a 10D 14.7 9.8 0 0 0 0 0 0 0 0 0 0 0 0 b 10D
t4.7 8.8 0 0 0 0 0 0 0 0 0 0 0 0 C 0.
0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net
a 140 4.5 2.1 192 653 395 84 295 132 0 0 0 112 S78 231 b 12C
2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 Is and
0 13C 32 12 0 0 0 0 0 0 0 0 0 120 378 140 partitions d
0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 6 0.
0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 1 0.
0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 t0 coongs
a 160 1.7 22 192 320 427 58 95 125 72 122 780 2505 434 570 b 0.
0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 C 0.
0 0.0 0 0 0 0 0 0 0 0 0 0 0 O d 0.
0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.
0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 1 0.
0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors
a 22A 25.9 0.0 28 726 0 8 207 0 0 0 0 31 804 0 NOW. morn
b 19G 1.1 0.0 0 0 0 O 0 0 0 0 0 0 0 0 perimeter C
OQO 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is dspL
d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 lot slab
a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 ftom) f
0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 121 lniiftration
a 1 28.7 8.1 32 920 259 0 0 0 0 0 0 16 460 129 13 Sut
M losses*8. +11.12 4038 S97 122 3183 Lew eMmal
heaing 0 0 o o Leas hrarafer
0 0 0 0 Hsatingledis:btbution
0 0 0 0 14 Duct
loss 10 404 IOVA SO 10 12 IOIA 316 1S Tab!
lm =13.14 4443 657 134 3501 16 kd.
pbm People Q 300 1 300 0 0 0 0 0 0 1200 0
0 0 0 0 0 0 0 17 Subtot
RSH painA7+8. +12+t6 2877 256 160 1701 L2= and
mal o0orxrp 0 0 0 0 Leas bmds !
r 0 0 0 0 18 COoring
maislribution
Dud gain
t0 0 268
100A
0 26
t0
0 1s
101A
O 170
19
Total
RSH gWnm(17+18)-PLF 1.00 2814 1.00 282 1.00 178 1.00 1871 20 Air
tequbed (dm) 165 151 24 14 5 9 130 98 Printout certified
by ACCA to meet all requirements of Manual J 71h Ed. wrwg tsltsoi'
t RMh14k 3e ReVftff JT8 SAJ18 RSRaeo13 2003.NIOF46 09:10:11 ArZZ, E:
TdaTentex 2002t158211502= Pane 2
03/26/2003 10:21 DEL AIR 4 4076614089
RIGHT,J WORKSHEET
Enfire House
DEL AIR HEATING,AIR CONDITIONING,R
109 CO>VNIER= STREET. L&M IW1RY. FL 3274"M PhanC (40n MI-25M
J0b:1562 0""Z
MANUAL r 71h t?.d.
Karne of morn BR32Lengthofomedwall 30.0 R
s Room dimensions 14.0 x 15.0 R
4 Calms Condit Option 5.0 Ri heatlOOol
TYPE OF CS MW Area LOW (Binh) Area Area Area
EXPOSURE N0. Htg Clg tl') Htg CIg Htg Cig Htp Clg NI8 Clg
5 Gross a 14B 4.6 Z.1 170
EvosedD 12C 29 1.9 0
wan C 13C 32 1.2 64
par00ons d 0.0 a0
t 0.0 0.0 0
0 Windows and a 1C 37.0 32 1133
glass doors b 8C 37.0 0 0
Heating C 9C 38.7 0 0
d 1C 37.0 0 0
e 7L 20.0 0 0
f 0.0 0 0
7 Wmeows and NOM 20.4 0 o
glass doors NEW39.4 32 1281Cooling
E/W 0.0 0 9 SE/
SW 47A 0 0 South
ao 0 o Hor:
0.0 0 0 8
Other doors a 10D 14.7 9.9 0 O 0 D
10D 14.7 9.9 0 0 0 C
0.0 0.0 O O 0 9
Net a 148 4.6 2-1 144 654 297 exposed
xpodb 12C 29 1.9 0 0 0 walk
and C 13C 3.2 1.2 84 202 75 parti8ons
d 0.0 0.0 0 0 0 e
0.0 0.0 0 O 0 t
0.0 0.0 0 0 D 10
CerTa+gs a 16D 1.7 22 210 356 467 b
0.0 0.0 0 0 0 c
0.00.0 0 0 0 d
0.0 0.0 0 O 0 e
O.o 0.0 0 0 0 t
0.00.0 0 0 0 11
Floors a 22A 25.9 0.0 30 178 0 Note=
room b 19G 1.1 0.0 0 O O perimeter
c 0.0 0.0 0 0 0 is
displ d ka 0.0 0 0 0 for
slab a a0 0.0 0 0 0 floom)
1 OA 0.0 0 0 0 12
Wilratim a 25.7 9.1 32 920 259 13
Subtow kms=CY+8_+11+12 4102 Low ®
dental 116atino 0 Less
barmfer 0 Heating
mcrwbtK tion 0 s... 14
Duct loss 10 410 PA v vA 15
ToW loss a W14 4512 18
Int. gairm People @ sw 0 0 1200
0 17
Sublat RSH gairFA7+8..412+16 Z358 Less
o4errwl mar g 0 Less
transfer 0 Cooling
redisbibution 0 18
Dud, p1m 10 236 19
TOW RSH gak1=(17•1i1)-PLF 1.00 20
Air required (dm) 107 133 Printout
certified by ACCA to meet all requirements of Manual J 7th Ed. wa .
c htsoTt I qW-5 +xe ReW1der W- S5W RSR2GC13 20034dw-M 09:10:11 ACM
U--+1 atCsaex 200Q11562115G2rsr Page 3
03/26/2003 10:21 DEL AIR 4 4076614089 N0.347 0007
ALI RIGHT-! WINDOW DATA
DEL AIR HEATING,AIR CONDITIONING,R job:1562 0945.02
oa COMMERCE STREET. LAM MARY, FL=4s4MPIP (Wn es, -gees
W S D W G L S S O N A S O O W C W S
N K 1 A L O T H V G N H V V H H N H
D Y R L A W R A H L G C R R G T A A
W L Z E M D G Z L O X Y T M R R
FOY/FAM
a n sw a c n 0 d 1 1 90 1.0 1.4 1.0 5.0 47.4 32.0 8.2
NOOMIT
a n sw a c n 0 d 1 1 90 1.0 1 A 1.0 5.0 47A 32.0 8.2
b n se a c n 0 d 1 1 90 1.0 1.4 1.0 7.0 47.4 40.0 7.3
LDY/MIIC
MBR
a n se a c n 0 d 1 1 90 1.0 IA 1.0 5.0 47.4 32.0 8.2
MBTH
BTH
BR2
a n ne a c n 0 d 1 1 90 1.0 1.4 1.0 5.0 39.4 16.0 0.0
BR3
a n nw a c n 0 d 1 1 90 1.0 1.4 1.0 5.0 39.4 32.0 0.0
Wnghtsoft Rk,*5wPtesiOgfl -g5 06RsF=1s M-mar-mm.lc„
k& papa,
r ..
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4 3 2 t
S. (y r TI IRO toe .I• -A mm REVISIONS
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r ern r.eerP Y m-
y-rr-.,unuie s 39131.i. pppw1I'Lyy m r. • I.er
M yr y (+) ('T (ua.r). town rwa wa W. wa .Doom w ioie w wr a oarm m pp01{/ 01q r-ep IIOeCOMIIrV (Q yOCipM11(fgfflOrM O rM1 a NIgOL YM/Aa (Wf wr tGMml ra no=. RM wwimm vat to%^" we 0" "W"W Im A1r) YMr tL IulfoMr.L am M
TOT 111Mmq %&a. Le rtum "a 4-91 so N W% "V. Ilan 011
yru U 8 -I r rr eM
I/1 • smie sill yo M "V. r m UNmL
ms u rl ur. w am wani
1o`tolhy'"
iOYr
1W we. yrta IP
P•M 0" IO & toll a1 Vreir./o' a IC111r 0.. 1MYI CGR wd 0-•0MK {w MOTS M Yr0 • a I olrW (G.e iMG W.U. 6WvwgWo. aylm.oel wuloL a NepIPIIIAOawVICmePOIr/rr• awo ( wW///tlra vw
wa eMowa I •
tit rrta y alny a Ir-Vy car0aO0oO000 r•yr(tl toM[ r01 ) r n'.Tfeoif IOTO C/ TIi(4
a fwGW. V= TM oMlo WnnK TMO y'1, CKM l' aP y *tau m s• TAX yrlR M.CM PYlpm ro . y^ R0.t01 eAtaln. Ors wrlATOIaim "Von nCIOMI wr a cam q G. W. yfm MIM WOI{1t. icy r q QL7 ewoltr .n ovo :°//q ua
aos
ar ooa (*if nor etaw/l To Prw.roe •umml nuol r le a • 1 Y I.pml/Ie•' teIIR ttirK to..
eloioMrn •r.II 110 Mar .
mI a«< I/• MYr i• I • . RA 00'"Mm W W A011m y a no
1, aIA, MKR aIT"= eMo s• aw war. SW
10
erL Ift 1010 cl. C.lrr. / y" IT i
y YYrr grovlao. P. I0 M O Y •••.v.. et ••..
r a .w Mcnad e.e p P jy -4 I7 7L11
ytg11 Y . I.LI• r001IMM01yy' stlL Y•eM • Q I . •-
IR/ .ag own=ee. 10a WI m M Gov. o aPtea IMIIiLIDL1afY0
1 a w OESIGN L043: +2e.0 PSF It -2e.3 PSF IIn m0,almnO00alc ye MY moo
a TK anal v tM[ tllPPaneo InaelYlra aallMrt CL.cc (Acm amirlegLrll TM( IrPaIl4Llrrll
y ns 11IpM.L ar TEST LWS: a70.0 PSI 31 -37.0 PSI 3' It10[ ItoLr 000lL 1n,r
cw mnTll.aao eooai/ to1M1 ka" W= ........ r. M. UN • is -I P.meM r
ro u ro yTne loot mew nu awwe ft v • wo ra•`oo1' PART NO.: - j7 1-s/1• s a
a No UNTO w1104. A a u-w •Tr o.m M" am prca WMte IWW OIMe.v1Pt a *olm{ 3iI Ilfp r UNM I • i• TAINIa IOIIY'1 t001 a ..ww CindaeU 1320O t11` ; . *Zr'*ypP'* m TOLERANCES ..
IDEA y M.r..r.i.• .0 . *.G3
WIGO ft To lh Ilri T rtener -. fiL LL1.1 .IV A
d. w wM1 r" ... o •00 • 1.003DESCRIPTION: MODEL 483T We
10-0 . 0-0: 2e/-2e.3 DESIGN LOAD r... w ter . v •.w r
000 . l.003 OwG. u M o.Lv, 1m aortaa.c.rsr. Ie•ew ti .•w w _ 001 DRAWN 9Y: Blau OATS: 4/10/00 SCALE: NT! R w ,/ „/ / ` ! MIntI • s l/S allueft
CNECKEO 91•: Nww JDAM 4/I8/00 SNEET t OF 1 SIZf iJ A' awn .MOWns. r%' //•/ ProKuOn • VnWe
INw Owavh. b 1
mmumom uu w wima.
OwG. NO.: 102136 RN. NO. 1 N 4 3 2 Div. 0
I E2 a BM
N.
n
itOQ Thermo-T u kI-Swing poor weed Titles System
u.vnnn, WRAlf Neafecs! eL Single UP to 3'4 r WO./ra sda°L•s
Ocubie up to 6'4 x 6'0 ./.a sidettas
CON ra1eR_ = x, Ox, x0. OX0. xx• o)txo
esrevu ertraalleN• The head and side jambs ore FwgerWot pm
meaawuq a mta 4-9/16' With o '•/2' Mbbetod atop'
J/1d' TAPOW YMEANCHOR7
1„• txlMI16411 ?
1r MASONRI LOA
L3JIMINSEDI •...' fed JaY6 e
2x tt= ire
QESIGN PRESSURE RATING:
Single positive.67.0 PSF Negative 67.0 PSF
Single With Sidolitos Positive $0.0 PSF Negative 60.0 PSF
0oublo W/ro Sidotites Positive 47.0 PSF Negative 47.0 PSF
vex 1e• as A. OM'WNL
nitwia
IXSONR tanfl. e
lt idNe
t
T !
CONCRUEWSONRY GLOC]t NG1p ]weEDmasue-eua
t/2' Oltrewl
3/16' TAPCGN Ban=
u tuba
1 2 FM I. i
TYPE ANCHOR
MW TAPCON 01: EOUsI
I :.:-.
20 ed 3fwvt lurwe) J/la•
W 2)
1
x_.: •>
7 fir• FjWNWSf
r J' "a. fYYY1I7171IIL : '• J...a X
j
TnE ANCwN
f NIY SPACE
MgYnCx SMIC 4"
Oil YIN.
r we
f. • .: .' . ow aria
I.Is'IN ;.
vontrx
cull.
aws
I ye•
1x
1. Thin system has been evolualod for asp' In locations Idherbp to the Florida Building Cede ; •':
and where Pressure npuinments as determined by ASCS 7 A"nwm Ossign toads for OuRdings
and Other Slfuctures do not exceed the dosign Pressure ratings listed train.
2. For instahetions when the sub -buck it loss than 1-1/2' (f®C section 1707.4.4 Anohomge Methods
and sub -sections 1707.4.4.1 and 1707.{.4.2) Topcon type concrete onchas must be used *Ad the
length must be such Nat a minimum 1-1/4' ongage nont of the Topcon into the masonry all is obtained.
eu.eee.JeJ1
CAM •/J/07
CAL• N.T.S.
ow_ 9M: W.IN.
CIGL 9r. RW.
DRA NGT-02201
tsar t a t
1.100211•QjyONAWN! Therms-Tru Due-54M Deer weed r1raws system
singls up to 3's , A'0 ./.e sNelTes
J' vex 1A' O.0
IrN PRESSURE RATING:
Single
Single with
Positive 67.0 PSF Negative 67.0 PiF
positive 60.0 PSF Negative 60.0 PiF t ZsicaDoubtsupto6'e a A'O ./.o o"t"
X. Ox. XO. OXO. Im Ono
e a
i o Sidtes7ovble ./wo Sidelitea Positive e7,0 PSF Negative 47.0 PSF
N
O
C T nerw.ieu e[a'IKPtteN: The heed and side jamb* are 6nodolnl One
measuring a min. 4-9/16' with a 1/2' rabbeted stop. MASONRY lINRL
POW WSi.a NEAR JAMB C!
t ••• ,
J/10' iAPGON
Q AN04OR
I , j fIRRINC
J. O.C.' {NMI Ia, O.0
W ^
R
QAeVAtL
1 If 2 FIRRINC n
ORVIIIAL Ir
J/16. 1.perN
OF
Pig' TAFCON
Ix
1sE Af1CJgR 23' MAL
SHIM V=
P Q Q3t •..
J 2." Jy OB v w aNi,
2 8lOB
T.
n
r
J/16' CON trAP
troE AWUKIR V
w
e n
Z= d
A
JNMB
m Ix sve-eucK
C°NCRM
m
E d 4 W1
r ;' $ Si
1^ ?'• '
f - t .. ... a ., .. MASONRY BLOC. 23' Wx. J 4 e
yllY SpAtf 1.23• ku4
i^.. '.. ••• - .`. ~ :•': •.. MHzI Ir :.• YIN, a '.
1 SZ"•,1J`...:•H• t; ;•: ,: ' ; '... •TYPE
TAPCON
AKNOR ! j
Yti: ,..^ ~ , : :s i'. •.. •t . 4C0 TAPCOw OR EOYK J/16' TApGVN 1 , •{ W
tt • I.IS' Y6! . ••• , • (SS3 UL SMEAR mma) TYPE mom
23' shlMAC. •• •. '''':: ,. '`':; ,• ' '.. 2 3 SPINSPACE ! i ^' ••,• s• o f "
tj,3'.7 . j . .:'1•F"•`+:i i V .r ': ; • . '•.Z lL O aayrY-
9 ,`
r iM ass 1-
11•••
Y•.:. • ` JE lpe 13'
MIN. C-
SINK J
2s•_
m VERT" SWE JAMB TO
2X SUB -BUCK I
s 2 FIRRINC ORYw4!
2X
BUCK C-
SrNK 1 s 2 FIRING ORYMAIL
YlFTIGtI
610E J{MB ix sum TD
Ix Sue -Bum ME 1{M' 1. This system ha, been evaluated for use In bertions adhering to the Florida 6uadng Cade and
when pressure requirements as detemeineo by ASCE 7 Minimum Design foods lor Bul'ldmgaand
Other Structures do not smood the design pressure ra"s listed herein. DATE 4/3/02 SCiIIE:
Kr.3. 2.
Far Installations where the sub-bucb As Nas tArul 1-1/2• (FIX section 1707.e,e Anchorage Methods and
sub -sections 1707.4.4.1 and 1707,e.e,2) Tdpcon bp• concrete anchors must be used and the CK
lfv: W.LK CNht.
9r. a.w. length
must be such that a minimum 1-1/e' engagement of the Tepeon into the masonry .40 Is obtained. OfUmNC NO.: 3.
Whore using a 1X sub-buall a 6-e/16' jamb is required to altdw for min. edge spacing for rapcon type anchors T-02203 QI
I Or t i
dJ1. i:•.+•'• f: O •''.
may r•:
j/DOEL D67GNAneN:. Thermo -Tin In -Swing / OLt-Swing Door Wood Frames System
y vMy'QMAL NOMINAL SI Single up to S4 x 80 :Iwo aideltsa . ,
Doubts up to 8'4 x 8.0 a/wo sideGtes
jfSAR s' CONiIG11 .neNe. X. OX. XO. OXO. XX, 4=0
OESCR1PnON. The head' and side Jombs We fingeri'oint pine
mewurin9 a mtn. 4-9/1!' with a 1/2' rabbeted stop.
ysi; r . COUBLE 2X aa' ao•
HEADER
SINGLE CMR
S' 2X STUD
2X dACX STUO
i { '
sr'u vas
FryeV.'+.yy.,.::' 1/2• OxrsµtL
1.4
N . i-1/F-
1s• 101L
a_
ss• aA1cf1o1Sala[
vomr.LL SIDE Jude
1.13• xer< 9W
P01MIo
DESIGN PRESSURE RATING:
Single Positive 67.0 PSF Negative 67.0 PSF
Single with Sidelites Positive 50.0 PSF Negative 60.0 PSF
Doubli w/ro Sidelites Positive 47.0 PSF Negative 47.0 PSF
e.o-
3.d• --1 ad•
i
L 14• J
613.ee4.3"1
SINGLE OR DOURLE DOOR W*H Sle%t ITEc att 4/3/t
SgtL• Ni.S
t1wa. or •
r This system hos been evaluated for use in locotions adhering to the Florida Building Code CML Wr 1
and where Pressunt Mquirements as determined by ASCE 7 Minimum Design Loads for Bulldia7s OFAWAG m
and Other Structures do not exceed the design pressure ratings listed herein. een 1 a
THERMA oTRU®
FwR aASs1CYSTttOOTH STAR' tNSwm"swaLE AND DOUBLE wa
wauTsfot3RE& wSULA7w RBEROLAss DOOR w TH w000 FiIAMEs
1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA
BUILDING CODE 1994 EDITION FOR MVWI-OADE COUNTY.
2. WOOD SUCKS BY OTHERS. MUST BE ANCHORED PROPERLY
TO TRANSFER LOADS TO THE STRUCTURE.
J. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS
SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERI
SMALL BE BEYOND WALL DRESSING OR STUCCO.
4. DESIGNED PRESSURE RATING SEE TABLE PAGE I.
5. THIS PRODUCT MEET THE WATER REQUIREMENTS
FOR MIAMI-WIDE COUNTY.
6. MIAMI-OAOE APPROVED IMPACT RESISTANT SHUTTERS
ARE RZR D FOR 10 m ONLY.
7. SIOELITES ARE AN OPTION AND CAN BE USED IN A
SINGLE OR DOUBLE CONFIGURATION.
Face sheets: Fiberglass avg. min, yield strength
Fy(min 000 psi
oothStar - 0.070' minimum skin thickness
FibarClaKlc 0.110 minimum skin thickness
Care desien: Polyurethane Foam core.
with 1.9 Ibs. density by BASF.
ftafLj;The p I skin is constructed from a 0.070' thk. rrtos osrnpotstd ISMc The interior eolity is Qkd with 1.9 ft
dermlly SW pgfyurslhaw Imm The post two sheets are gbAd to thewoodsj7oendLaYa. N `VL Idch sW s ni faced with a wood 1ar c pbekmeasuring2375r14.0 of the stride and deadbdl l000liln The rings
0 is FmW Jointed Phu and the top and bottom roil am of a woodoolnpositsmatedaLInlMdoubNdooraypFeationtheinac4.e door b Fdled
with a ertnded aluminum aslrogal (Wind Asnlber 6) of 6063-116 400y.
The haft is eonstruct d Iron finger )tinted Ve. The
rs pm o the side preps with p l6 1/I- crown a 42
staples al toeh side. The mll0orn am sewed together in a side6te app6ca6on
asirg /6 r 2' lap PFN Wood Screws (6) arm per each rt uf-. the wu11
as an knwing Soddh Ilwsslwld measuring 5.75' s 1.548'.
y1M sds6tt pone" ore aerd.iN glortd v 7 p two pwcerants. an dry glued on the estevsor erlh an I/6 Ihk cdkdar
aq lope (Sli1 g Tape) oaulksd with sT"m The Be fmmes am held
Owr .dfl a /6 r I /7 kwp Plascm..
TABLE OF CONTENTS
SHEET / DESCRIPTION
1 I TYPICAL ELEVATIONS k GENE AL NOTES
VERTICAL CROSS SECTIONS
3 HORIZONTAL CRO55 SECTIONS
HORIZONTAL CROSS SECTIONS k NOTES
5 LOCA I N5 k OtINU,
6 ANCHORING LOCATIONS tit GLAZING NlS
7 UNIT COMPONENTS
BILL OF MATERIALS k UNIT COMPON NTS
37.5- MAX
OVERALL WIDTH
36' MAX.
PANEL WIDTH
0 Ion
IMAJ
W =
a e
g o
e
o
O x
O
In
N
N Or
C ^
L
SINCL W5IYING UNIT
74.5- MAX. OVERALL FRAME WIDTH
36.625' MAX.
PANEL WIDTH
W ASTRAGAL
ruc=i
x
w
a
0
x
3
Co
L
DESIGN PRESSURE RATING
UNIT TYPE
A IL ON
R UIR M NT IS NOT NEEDED
SINGLE 67.0 PSF - 67.0 PSF
DOUBLE 55.0 PSF - 55.0 PSF
WITHLIT 55.0 PSF - 55.0 PSF 105.
5- MAX. QVf:NALL rnawt: WIViN 36.
625' MAX. 15.5- MAX. Z W rPANELWIDTHW/
ASTRAGAL FRAME WIDTH O > ^ M
0WIDTH CO
K)
7.125- MAX. Q O.
L.O. WIDTH J fro75o
3Q0
IgoIIGOao+
i g"
i tnvt N
xZ DOUBLE
WISIDEL TU •INSWING UNIT T
i2 LI
68.5- MAX. OVERALL WIOTH 7O 36' MAX. 15.5- MAX. P 3PANEL WIDTH FRAME WIDTH 1J.
75 MAX. WIDTH
I Oil 7.
125' MAX. O.
L.O. WIDTH ra
xo
e
Wz
EDIT
I-
DID, 11 ""v
IFM-.
I 0
e
613.
654-3631 a
LOND YLDe®aA.Y, o.o er. N
Tit,
CML
sr. RW Mi\
V CT4RYR. / aawvc ra •- 5-
215, r^ /
ASTERM:
F -.
EMRK)R
1.68' MIN.
PANEL TW.
2 OOOR PANEL
tE
10 =
Cd
INTERIOR a
7
N
n
e
of W O
2
N 29
ZY
42
33 O vg o 43ci
34 0 • o.
Q" O o
SEE NOTE
5 SHT. 4
S 41
w NOTE
1 SHi 4
5 MIN. a
GLASS THK.
O O EXTERIOB NTERIOR
a O 25 O
1
FOAM GASKET & N
m SILICONE CAP BEAD Qa p• a 6
1.66 MIN.
I Q , PANEL THK.
SEE NOTE
5 SHT. 4
WAU
413.664.3631
am 08/10/0
wom 112' e
oec. R: TJH
j CrAom
we R: RW
F,';NO 1L s Lj o /i11r 4L` 2151
T w _0
SEC NOTE 2
SHT. 4 /---,
fwnvE
il LA 14
ZY
ZZ
ASTRAGAL RETAINER I
LBOLTa.0 LG. Top
do BOTTOM (2) BOLTS
AT TOP & (2) AT BOTTOM
i'\ mowomrm cgoss sEcwN
V 0 ASTRAGAL
1. 15' MIN.
Ems.
EXTERIOR
25' MAX. SHIM
15' MIN. FOAM GASKET & SILICONES BEAD
C-SINK
Er NOTE 34
SHT. 4 ja
in
29 io cd 41
SE NOTE I
iNTERIO 16
3-'\ HogjzoNTAL cgoss srcrio
L) 0 SIOEUrE To sucK
ACTIVE
SEE NOTE a
SHT. 4 FOAM GASKET *
SEE NOTE rsiucomE CAP Ism
5 SHT. 4 1 (34)
SMY'.4 II0
SEE NOTE
7 SHT. 4
HORIZONTAL CROSS SECTIOl
0 HINGE JAMS TO SIDEUTE
i'
i RRA cCIENTRAL .,rrjL-.O.',R \
Dr,tANUFACTUREIR NA]"OES
Lo a-
613.6"-Wl
m Os/ 10/0
ILL. 112' -
o. TJH
L W. RW
5-2151
cp 3 or A
SEE NOTE
7 SHT. 4
HORIZONTAL CROSS SECTIOl
0 HINGE JAMS TO SIDEUTE
i'
i RRA cCIENTRAL .,rrjL-.O.',R \
Dr,tANUFACTUREIR NA]"OES
Lo a-
613.6"-Wl
m Os/ 10/0
ILL. 112' -
o. TJH
L W. RW
5-2151
cp 3 or A
1.15 MIN.
EMBED.
I
IS' MIN,
C-SINK
1
W LATCH JAMB TO BUCK.
NOTES:
1. SPACING FOR REM NO. 41 (UTE FRAME SCREWS) IS AS
FOLLOWS: VERITCAL 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 BOTTOM AT 2.125-
IN FROM EACH CORNER.
2. SPACING FOR REM NO. 27 (18 x 1' PANHC40 SCREW) ATTACHING THE ASTRAGAL TO THE INACTNE DOOR IS AS
FOLLOWS: FROM THE TOP DOWN 1. 3" 5' 18.25
40.5 . 59.25 . 74.25. 76.25- rt 78.25'. 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH
3) 16GA. x 112' CROWN x 2' STAPLES AT BOTH SIDE.
4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH
2) 16" x 1/2' CROWN x 2.5' STAPLES AT BOTH SIDE.
5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) ITEM
NO. 43 (/8 x 2' PFH. WO00 SCREW). THERE ARE (4) AT
EACH VERTICAL JAMB. FROM THE TOP DOWN AT 13.5.
31; 48.5- 66' THERE ARE (2) AT THE HEADER AT 4- INFROMTHEOUTSIDECORNERSOFTHEFRAMETHEREARE
2) AT THE SILL. 4- IN FROM THE OUTSIDE CORNERS.
6. SPACING FOR ITEM NO. 43 (IS x 2' SCREW) SECURINGTHEMULLIONSTOGETHERISTHESAMEASTHEPERIMETER
ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP
FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7- O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK
USE REM NO. 12 (I10 x 2' SCREW). WHEN ATTACHINGTHEHINGETOTHEJAMBANDTHESIOELITEATTHE
MULLION USE REM N0. 37 (110 x 1 3/4' SCREW).
1.15' MIN.
EMBED.
15' MIN. J 1S • . •. C-SINK ll '
a ... •
2
W HINGE JAMB TO BUCK,
FOAM GASKET k
SILICONE CAP BEAD
i 7,
041
29 13
SEE NOTE I
SHT. 4 31
w
17
10 SEE NOTE
7 SHT. 4
25' MAX.
SHIM SPACE
I i 1 1
4 A STRIKE JAMB TO SIDELITE
Q
T a
nLd
2
N
a
NFWy 1N
613.654.3631
we IJM
we RW
04.43
5-2151
t 4 or I
SEE DETAIL "F' SHT. 5
6• 6' 6'
3'
6"
3 3" ,
o 6" 6" o SEE NOTE
3. ao
13
1
TYP.
SEE NOTE
3 SHT. 4
TYP.
SEE NOTE
SEE DETAIL
SHE 5 SEE DETAIL
n
h 13
H
N
of
6 SHT. 4 SHT. 5
In
4 a o TYP
N
tJ
SEE DETAIL
G' SHT. 5
SEE NOTE
6 . 4 -
TYP CLin
F. c
a
TYP.
SEE DETAIL 13 SEE NOTE b'
SEE DETAIL
E" SHT. 5 a
FI' SHf. 5 b. TYP s SHf. s
13 -
TYP. fm
B"
0• B"
SEE DETAIL
G" SHT5 C"
C' TYP. 0" 1 14
TYP.
14 14 O14 B"
H— 14 TYP. - 1
1 a'
3' 3 TYP
J"
3-1 •^ 6" 6' 4 h i"
io '• SEE NOTE 4
SHT, 4 6"
6" 6" J"
3" J. 6TM
1\7
FL®A B•0•AFv SINGE DOOR DOUBLE
DOOR w/SIDEIITES MANUFACTtUM
NAME, r--
c, tRF
jl A •.
357' BOLT DEEP ENOUGH
FOR A 2" 13
BOLT THROW 12
to u 13 o •
i 13
10
10
DETAIL "F" Iv DETAIL "
H" ATTACH
ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS DETAIL '
E' STRIKE PLATE TO FRAME DETAIL 'G' AT THE THRESHOLD AS
SHOWN. Lu
r\
a
co 00
RolCl =
O „^
j W
Lo
a 613.
U4.3e31 OTC •
r: IJH o•.,
wc Ma: 5-
1151 vm
S a 8
CIEN Jl Jll L'L --• O O a- U
MANUFACTURER IYAI 11E o
SEE DETAIL 1v Gt
m 6'
6'
3•36
3-
6- 6J 3.
r
SEE NOTET7011JTYP. _ 3 SHT. 4 SEE NOTE SEE NOTETYP. SEE OETAIL n 3 SHT. 4 6 SHT. 4
H a 13
r SHT. 5
TYP SEE DETAIL-
G' SHT. 5
13 - SEE DETAIL
SEE DETAIL SEE OETAIL
I' SHr s
TYP. E' SHT. 5
TYP.
01 G SHT. 5 i' - Tip. 13N —
L = f - _SEE DETAIL 'K' . -K- TYP. -M'
SEE NOTE G' SHT. 5 14
14 14 - 4 SHT. 4 - 14 TYP.
TYP.
TYP.
6. 3- --4it 6' 3' --i
6. 6' 6' 3
J' 6' 6' is3' 36' ® ®
TYP.
DOUBLEDOO
SINGLE DOOR W/SIOELrrESR
453' GLASS
BITE .463' GLASS SITE
32 40 t
33
1 32
EXTERIOR25 1/8' TEMPERED EXTERIO 25 1/a. TEMPERED
GLASS GLASS
0
25' AIR
L2• • ': Q .25' AIR Q 0 ti, •• SPACE
O SPACE p ' 0 O
1/8' TEMPERED
Z 1/8' TEMPERED 41
GLASS
r GLASS 1 6l4B 36 i Yrag SEE NOTE
W 6 1 SHT. 4
41 7d .25' STEEL
a SE NOTE t 25' STEEL INTERCEPT - a INTERCEPT
SMT. 4 SPACER SPACER
S' INSULATEDD CLASS W!
s' INSULATED
TCM I ITE FRAME CLAZING DETAIL BTS LITE FR4MF f. 71Imo,-, !JG DEfAII
za.
tFt(r N
Npro
Z 6
OWO
3arov
10 a
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JUN-21-2002 09'52 MILESTONE WINDOtJS 407 323 9729 P.92
tdel5
June 21, 2002
Alan Plante, Chief Plans Examiner
Orange County Building Division
Administration Building, 1st Floor
201 South Rosalind Avenue
P.O. Box 2867
Orlando, FL 32802-2687
407) 836-5760
RE: Florida Extruders Fenestration MasterFile Update
Mr. Plante,
This letter updates and clarifies nomenclature regarding buck thicknesses
mentioned on Florida Extruder Window, Door and Mullion installation drawings
contained in the Orange County Fenestration Masterfile. Based upon the
discussions at the Mid -Florida Home Builders Association's meeting at their offices
on June 19, 2002, this letter was the agreed upon procedure for manufacturers to
clarify the issue of "IX Buck" thickness nomenclature used on installation drawings.
Builders/Installers when pulling permits for Florida Extruders windows will have to
include this letter with the Installation details. Florida Extruders requests the
Orange County Building Division to file this letter against the Masterfile Numbers
and Installation Drawings Identified on the attached listing.
Based upon a review of the signed and sealed engineering produced by Uldon
Engineering Company for the methodology used in the development of Florida
Extruder's Window, Door and Mullion Installation drawings, the thickness of the
buck in non-structural applications (i.e., buck thickness less than i 'fa") does not
influence the lateral resistance capacity of the concrete screw (i.e. Tapcon).
Therefore, buck thicknesses less than 1 'h" are acceptable as non-structural
attachments when the window, door or mullion is installed using 'a 3/16' concrete
screw with a minimum embedment on 1 '/& Concrete Masonry Units should have a
wall thickness of 1 Us' and a precast sill's thickness will exceed 1 %0. The drawings
dearly delineate the requirement that a minimum embedment depth of 1 1k" must
be maintained by the installer. It is up to. the installer to use the appropriate length
concrete screw so as to maintain the required minimum embedment on i %'.
Therefore, for Florida . Extruder installation drawings where a non-
structural buck is used, nomenclature such as -'1X buck by others" or
similar statements shall be construed to mean that a bud[ thickness of less
than 1 Va" is acceptable. The definition of a non-structural buck is based
on Section 1707.4.4.2 of the Florida Building Code.
2540 Jewett Lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fas (407) 322-3337
JLN-21-2002 09"-52 MILESTONE WINDOWS 407 323 9729 P.03
M P70fi(h
Jr'lL.l llCJ JiA„
The attached table lists all Florida Extruder drawings in the Orange CountyFenestrationMasterfileaffectedbythisengineeringstatement. Any questionsshouldbeaddressedtotheundersigned.
Thank you.
Regards,
Robert J. Amoruso, PE
ramoruso.oeClo floridaextruders com
Florida PE License No. 49752
Florida Extruders international, Inc.
Certificate of Authorization No. 9235
Cc: Earl Moore/FEI
File
PE Sealing Statement:
The letter was signed and sealed
with an impression seal as required
by Section 61615-23.001, F.I1_C
A rubber stamp seal was also
applied to facilitate reproduction
for Orange County building
Division Masterfile scanning.
nk: M2-UM-R)A,o 9
11 11111111/ j'
iFIC,a,, eke
No. 49752
TA
ZS40 Jawett Lane, Sanford, FL 327y1-1600 9 (407) 323-3300 • Fax (407) 322-3337 2
Universal Forest Products
Re: 54601247
Centex Homes Orlando 1562 A Roof 75 Lake Monroe
The truss drawing(s) referenced below have been prepared by Universal Forest Products, Inc. under
my direct supervision. Pages or sheets covered by this seal include the following:
53916435 CJ2 53916435 T2A
53916435 CS7 53916435 T213
53916435 CS7A 53916435 T3G
53916435 CS713
53916435 CS7C
53916435 HG1
53916435 HG2
53916435 J2
53916435 J7
53916435 MG2
53916435 SD1
53916435 S132
53916435 SD3
53916435 SD4
53916435 SD5
53916435 SD6
53916435 T1
53916435 T1A
53916435 T1G
53916435 T2
Loading (psfj TCLL 20 TCDL 10 BCLL 0 BCDL
Wind: ASCE 7-98 per FBC2001; 110 mph; h = 15 ft; TCDL = 6.0 psf; BCDL = 6.0 psf;
occupancy category II; exposure B; enclosed
My license renewal date for the state of Florida is February 28, 2005
5/20/2004
Jo7seal resiey License # 5588
Tn this drawing indicates acceptance of professional engineering responsibility solely for the
truss comporient(s) listed and attached. The suitability and use of each component for any particular
building is the responsibility of the building designer, per ANSI/TPI-2002 Sec. 2.
10
Eastern Division
5631 Soutli NC 62 Burlington. NC 27215 Tel: (336) 226-9356 Pax: (336) 476-9146
53916435 ICJ2 IJACK '
S
1-6-8
8
3 54 12
71
2-9-3
81
D
Scale .
30 TL20= 2.8.7 2I I
LOADING (psi) SPACING 2-0-0 C51 DEFL in loc) Vdeil Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) n/a n/a 999 TL20 2451193
TCDL 10.0 Lumber Increase 1.25 BC 0.03 Vert(TL) -0.05 A a492 180
BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 C n/a n/a
BCDL 10.0 CodeFBC2001lrP12002 Matnx) Weight: 11lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
REACTIONS (Ib/size) C=27/Mechanical, B=252/0-1 1 -5, D=24/Mechanical
Max Horz 8=54(load case 2)
Max UpliflC=-13(load case 3), B=-120(load case 2)
FORCES (Ib) - First Load Case Only
TOP CHORD A-B=24, B-C=-39
BOT CHORD B-D=0
NOTES (4)
1) Wind: ASCE 7-98; 110mph; h=15ft; TCDL=6.Opsl; BCDL=6.Opsf; Category II; Exp 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) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint C and 120 lb uplift at joint B.
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
C
NNS RENEWITrOFSi40
REVIEWED
RD
I
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435
Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435CJ2
53916435 ICS7 I E DJA _.-
27 07:22:53 2003 Paae 1
1 6 8 5-9-0 9.10.1 ,
1-6-8
H 8
30 TL20=
5.9-0 4-1.1
3x4 TL20
3.50 12
W21 \ \ w1
Scale . 1.
W
Q F E
2x3 TL2011 2x3 TL20J
5-9-0 9-9-5 9.10-1
LOADING (psf) SPACING 2-" CSI DEFL in loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.02 F-G >999 240 TL20 2451193
TCDL 10.0 Lumber Increase 1.25 BC 0.39 Vert(TL) 0.03 A >664 180
BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(TL) 0.01 E We n/a
BCDL 10.0 CodeFBC20011rP12002 Matrix) Weight: 40lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-" oc purlins.
BOT CHORD 2 X 4 SYP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (Ib/size) B=437/0-11-5, E=404/Mechanical, D=219/Mechanical
Max Horz B=164(load case 4)
Max UpliftB=-162(load case 2), E=-35(load case 4), D=-126(lood case 4)
FORCES (lb) - First Load Case Only
TOP CHORD A-1-1=20, B-1-1=20, B-C=-831, C-D=45
BOT CHORD B-G=770, F-G=770, E-F=0
WEBS C-G=169, C-F=-848
NOTES (4)
1) Wind: ASCE 7-93; 110mph; h=15R; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp 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) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 162 lb uplift at joint B, 35 lb uplift at joint E and 126 lb uplift at joint D.
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 verity all design information on this sheet for conformance with conditions andrequirementsofthespecificbuildingandgoverningcodesandordinances. 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-H=-60.0
Trapezoidal Loads (plq
Vert: B=-1.7-10-E=-49.5, H=-0.0-10-D=-148.5
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435
Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435CS7
53916435 1CS7A
Istria
U4 T120= 4.11-11
LOADING (psf) SPACING 2.0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.28 Vert(LL) We - note 999 TL20 2451193
TCDL 10.0 Lumber Increase 1.25 BC 0.11 Vert(TL) 0.05 A >328 180
BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 C nota We
BCDL 10.0 COdeFBC2001/TPI2002 Matrix) Weight: 17lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied 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 (Ibotsize) C=126/Mechanical, B=275/0.", D=46/Mechanical
Max Hors B=99(load case 4)
Max UpliftC=-68(load case 4), B_ 77(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD A-13=22, B-C=41
BOT CHORD B-D=0
NOTES (4)
1) Wind: ASCE 7.98; 110mph; 11=1511; TCDL=6.Ops1; BCDL=6.Opsf; Category II; Exp 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) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 68 lb uplift at joint C and 77 lb uplift at joint B.
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 verity all design information on this sheet for conformance with conditions andrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design
information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or
certification of the truss designer.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435
Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435CS7A
Truss
5391643S ICS78 IJACK
Scale . 1:7
axa 2e_ 2-11-11 ,
2-11-11
LOADING (psi) SPACING 2.0-0 CSI DEFL in loc) Well Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.12 Vert(LL) n/a n/a 999 TL20 2451193
TCDL 10.0 Lumber Increase 1.25 BC 003 Vert(TL) 0.01 A >999 180
BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 C n/a We
BCDL 10.0 CodeFBC2001lrP12002 Matrix) Weight: 111b
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied 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.
REACTIONS (Ib/size) C=57/Mechanical, 8=204/0-8-0, D=26/Mechanical
Max Horz B=67(load case 4)
Max UpliltC=-29(load case 4), B=-77(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD A-B=22, B-C=-43
BOT CHORD B-D=0
NOTES (4)
1) Wind: ASCE 7.98: 110mph; h=15h; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp B; enclosed;MW FRS gable end zone; cantilever left and right exposed ; end vertical left
and right exposed;Lumber DOL=1.60 plate grip DOL=1.33.
2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint C and 77 lb uplift at joint S.
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 verity all design information on this sheet for conformance with conditions and
requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design
information as it may relate to a specilic building. Any references to job names and locations are for administrative purposes only and are not part of the review or
certification of the truss designer.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435
Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435CS7B
80
Oly
53916435 ICS7C IJAeI
0-11-11 ,
30 T120=h
S®le . 1:4,
LOADING (psi) SPACING 2-0-0 CSI DEFL in loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.08 Vert(LL) n1a We 999 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.00 Vert(TL) -0.00 A >999 180
BCLL 0.0 Rep Stress lncr NO WB 0.00 Horz(TL) -0.00 C n/a n/a
BCDL 10.0 CodeFBC20011rP12002 Matrix) Weight: 5lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD, Structural wood sheathing directly applied or 0-11-11 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (Ib/size) C=-11/Mechanical, B=138/0-8-0, D=9/Mechanical
Max Horz B=37(load case 4)
Max UpliftC=-11(load case 1), B=-76(load case 4)
Max GravC=15(load case 4), B=138(load case 1), D=9(load case 1)
FORCES (lb) - First Load Case Only
TOP CHORD A-B=22, B-C=-28
BOT CHORD B-D=0
NOTES (4)
1) Wind: ASCE 7.98; 11Omph; h=15f1; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp 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) This truss requires plate inspection per the Tooth Count Method when this truss is chosen forquality assurance inspection.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint C and 76 lb uplift at joint B.
4) Truss shall be fabricated perANSVTPI 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 verity all design information on this sheet for conformance with conditions andrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy of the designinformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the review or
certification of the trussdesigner.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435
Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435CS7C
53916435 IHG1
I.0-p 4-64 7-" 13-6.14 20.0-0 26-5.2 33-" 35-11.11 , 40-" 41-0 0
1.0.6 4-6-4 2-5-12 6-6-14 6-5-2 6-5-2 6-6-14 2-11-11 4.0.5 1-0-0
Seale . 1
9x12 MI118H=
902 h 1118H=
5.00 F,2 2x5TL2011 5x8 T120=
2x3 T120J E F 0 H
2x3 TL20
C FA
Wt W1 I I W1 Wl
W
B K
1 LA
a g
5x 12 T120= O P 0 N M 5x12TLM=
SOTL20= 7xteM1118H= UsTL20=
Seat Plate Seat Plate
7-1-12 13-6-14 20-" 26.5-2 32-10-4 40-0-0 ,
7-1-12 6-5-2 6.5.2 6-5-2 6-5-2 7-1-12
Plate Offsets (X,Y): IB:0.3.13,Edge], ID:0-4-8,0-3-121,11:0-4.8,0.3-121, IK:0.3-13,Edue1, IN:0-3-8,0-2-81,10:0-5-0,04-121, IP:0-3-8,0-2-81
LOADING (psi) SPACING 2-0-0 CSI DEFL in loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 1.00 Vert(LL) 0,89 O 528 240 M1118H 1951188
TCDL 10.0 Lumber Increase 1.25 BC 0.89 Ved(TL) -1.96 0 241 180 TL20 245/193
BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(TL) 0.32 K n/a n/a
BCDL 10.0 CodeFBC2001/TPI2002 Matrix) Weight: 246lb
LUMBER
TOP CHORD 2 X 4 SYP No.2 'Except*
T3 2 X 6 SYP No.2, T2 2 X 6 SYP No.2
BOT CHORD 2 X 6 SYP SS
WEBS 2 X 4 SYP No.3 'Except'
Will 2 X 4 SYP No.2, Will 2 X 4 SYP No.2, W 1 2 X 4 SYP No.2
Will 2X4SYP No.2 REACTIONS (
lb/size) K=3309/0-8.0, 6=3309/0.8.0 Max
Horz 8=64(load case 4) Max
UpliltK=-810(load case 3), 8=-767(load case 3) BRACING
TOP
CHORD Structural wood sheathing directly applied. BOT
CHORD Rigid ceiling directly applied or 4-11-4 oc bracing. FORCES (
lb) - First Load Case Only TOP
CHORD A-B=26, B-C=-7379, C-D=-7425, D-E=-10771, E-F=-11967, F-G=-11967, G-H=-11967, H-1=-10771, 1,)=-7440, J-K=-7341, K-L=26 BOT
CHORD B-0=6694, P-0=6912, 0-P=10768, N-0=10768, M-N=6911, K-M=6652 WEBS
D-0=187, 1-M=202, C-0=248, D-P=4198, E-P=-1412, E-0=1308, F-0=-779, H-0-1307, H-N=-1413, I-N=4200, J-M=275 NOTES (
10) 1)
Unbalanced roof live loads have been considered for this design. 2)
Wind: ASCE 7-98; 110mph; h=15it; TCDL=6.Ops1; BCDL=6.Opsf; Category 11; Exp 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 M1120 plates unless otherwise indicated. 5)
All plates are 5x6 TL20 unless otherwise indicated. 6)
This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 810 lb uplift at joint K and 767 lb uplift at joint B. 8)
Girder carries hip end with 7.0-0 end setback 9)
Special hanger(s) or other connection devioe(s) shall be provided sufficient to support concentrated load(s) 385.Olb down and 258.21b up at 33-0-0, and 385.01b down and 258.
21b up at 7-0.0 on top chord. The design/selection of such special connection device(s) is the responsibility of others. 10)
Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless
otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling
of individual members only and does not replace erection and permanent bracing required for the overall building design. Building
Designer shall verily all design information on this sheet for conformance with conditions and requirements of the specific building
and governing codes and ordinances. The truss designer accepts no responsibility for thecorrectness 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 (pIQ Vert:
A-D=-60.0, 0-6-125.0, I-L=-60.0, B-K=-41.7 Concentrated
Loads (lb) Vert:
D=-385.01=-385.0 Customer
No: 11045 Customer Name: CENTEX HOMES- ORLANDO Shop No: 53916435 Contractor/
Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435HG1
53916435 1HG2 HIP
1-0-0
7-0-0 13-0.0 20-" .21
7-"
500 M1118HZ
6-0-0 7.0-0 1-0-0
Scale - 1
3x7'nM= 3x7 TM=
2x3 TL2011 300 MII78H=
Seat Plate
30 TL20=
Seat Plate
7-1-12 12-10-4 20-0-0 ,
7.1-12 5-8-8 7-1-12
Plate Offsets (X,Y). IC:0-5-0,0-1-111
LOADING (psi) SPACING 2-0-0 CSI DEFL in loc) 1/dell Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.60 Vert(LL) 0.12 G-1 999 240 MII18H 1951188
TCDL 10.0 Lumber Increase 1.25 BC 0.78 Vert(TL) 0.33 B-1 696 180 TL20 245/193
BCLL 0.0 Rep Stress Incr NO WS 0.11 Horz(TL) 0.10 E We n/a
BCDL 10.0 CodeFBC20011rP12002 Matrix) Weight: 82lb
LUMBER
TOP CHORD 2 X 4 SYP No.2
SOT CHORD 2 X 4 SYP No.2
WEBS 2X4SYP No3 REACTIONS (
lb/size) E=1643/0.8.0, B=1643/0-8-0 Max
Horz B=-62(load case 5) Max
UpliflE=-382(load case 5), B=-382(load case 4) FORCES (
lb) - First Load Case Only TOP
CHORD A-B=22, B-C=-3209, C-D=-2904, D-E= 3209, E-F=22 BOT
CHORD B-1=2890, H-1=2904, G-H=2904, E-G=2891 WEBS
C-1=277, D-G=277, C-G=1 BRACING
TOP
CHORD Structural wood sheathing directly applied or 3-1-3 oc puriins. BOT
CHORD Rigid ceiling directly applied or 7-1.14 oc bracing. Ig
NOTES (
9) 1)
Unbalanced roof live loads have been considered for this design. 2)
Wind: ASCE 7-98; 110mph; h=15f1; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp 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 M1120 plates unless otherwise indicated. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 382 lb uplift at joint E and 382 lb uplift at joint B. 7)
Girder carries hip end with 7-0-0 end setback 8)
Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 385.01b down and 258.21b up at 13-0-0, and 385.01b down and 258.
21b up at 7-0.0 on top chord. The desigMselection of such special connection device(s) is the responsibility of others. 9)
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 verity all design information on this sheet for conformance with conditions and requirements
of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information
as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification
of the truss designer. LOAD
CASE(S) Standard 1)
Regular: Lumber Increase=1.25, Plate Increase--1.25 Uniform
Loads (plf) Vert:
A-C=-60.0, C-D=-125.0, D-F=-60.0, B-E= 41.7 Concentrated
Loads (lb) Vert:
C=-385.0 D=-385.0 1/
Customer
No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435 Contractor/
Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435HG2
53916435 IJ2 IJACK
3A7TC20=
1-10.8 9-0-9
Scale .
LOADING (psi) SPACING 2-0-0 CSI DEFL in loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.07 Vert(LL) We We 999 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.02 Vert(TL) -0.00 A >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a n/a
BCDL 10.0 CodeFBC20011fP12002 Matrix) Weight: 8lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No 2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing.
REACTIONS (Ib/size) B=156/0-8-0, E=19/Mechanical, C=46/Mechanical
Max Horz B=55(load case 4)
Max UplillB=-62(load case 4), C=-24(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD A-B=22, B-C=-30, C-D=4
BOT CHORD B-E=0
NOTES (4)
1) Wind: ASCE 7-98; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opst; Category II; Exp 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) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 62 lb uplift at joint B and 24 lb uplift at joint C.
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 verity all design information on this sheet for conformance with conditions and
requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design
information as It may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or
certification of the truss designer.
LOAD CASE(S) Standard
12
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435
Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435J2
5391W5 IJ7 IJACK ---""--` I18
1-0-0 7-0-0
Scale - 1:15
30 TL20=
6-10-8 7r010
6.10-8 0-1-8
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) n/a - n/a 999 TL20 2451193
TCDL 10.0 Lumber Increase 1.25 BC 0.21 Vert( L) 0.20 A a80 180
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C We n/a
BCDL 10.0 CodeFBC2001/TPI2002 Matrix) Weight: 23lb
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 4 SYP No.2
REACTIONS (lb/size) C=190/Mechanical, B=352/0-8-0, D=66/Mechanical
Max Horz B=131(load case 4)
Max UplifIC=-104(load case 4), B=-82(load case 4)
FORCES (lb) - First Load Case Only
TOP CHORD A-13=22, B-C=61
BOT CHORD B-D=0
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-" oc pudins.
BOT CHORD Rigid ceiling directly applied or 10." oc bracing.
NOTES (4)
1) Wind: ASCE 7.98; 110mph; h=15ft; TCDL=6.Opst; BCDL=6.Opst; Category II; Exp 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) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 lb uplift at joint C and 821b uplift at joint B.
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
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435
Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435J7
5MI6435 I Mf32 I M0NO,TR6-S"6—
2x3 T12011
2-0-0 B
2-0-0
Scale . t
1-" i 2-0-0
1-0-0 1.0.0
LOADING (psl) SPACING 2-0-0 CSI DEFL in loc) Well Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.05 Vert(LL) -0.00 A-C >999 240 TL20 2451193
TCDL 10.0 Lumber Increase 1.25 BC 0.37 Vert(TL) -0.01 A-C >999 180
BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(TL) -0.00 C n/a n/a
BCDL 10.0 COdeFBC2001lrP12002 Matrix) Weight: 9lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-" oc purlins.
BOT CHORD 2 X 6 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) A=454/0-8.0, C=489/Mechanical
Max Horz A=27(load case 4)
Max UpliftA=-93(load case 5), C=-108(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD A-B=16 1
BOT CHORD A-D=O, C-D=0
WEBS B-C=-54
NOTES (5.6)
1) Wind: ASCE 7.98; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp 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) This truss requires plate inspection per the Tooth Count Method when this truss Is chosen for quality assurance inspection.
3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint A and 108 lb uplift at joint C.
4) Special hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 800.0lb down and 205.11b up at 1-0-0 on bottom chord. The
design/selection of such special connection device(s) is the responsibility of others.
5) 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 verity all design information on this sheet for conformance with conditions and
requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design
information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or
certification of the truss designer.
6) L26R: Right end may be attached to 2x6 So.Pine or larger BC of one or more ply girder truss with Simpson LUS26 or eq. Follow Simpson instructions for installation.
LOAD CASE(S) Standard
1) Regular: Lumber Increase--1.25, Plate Increase=1.25
Uniform Loads (plQ
Vert: A-C=-20.0, A-B=-60.0
Concentrated Loads (lb)
Vert: D=-800.0
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO 'Shop No: 53916435
Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435MG2
53916435 1SD1 HIP
0-p 5.8-13 9-0-0 16.4-9 23.7-7 31-0-0 343-3 40-0-0 All-0,0
1.0-0 5-8-13 3-3.3 7-4-9 7.2-13 7-4.9 3.3-3 5.8.13 1-0-0
Scale - 1
5x10TL20
5.00 12 D E
T2
3xs TL20= W TL20 II Sx10 TL20-1
O
T7
F>A-44
0
3x7 TL20=
3x10 M1118H=
N M
300TL20= 3x10MInBH=
9-1-12 164-9 23-7-7 30.10-4 40-0-0
Io—i
3x7 TL20=
9.1.12 7.2.13 7.2-13 7-2-13 9-1-12
Plate Offsets KY): ID:0-5-0,0.1.11), (H:0.5.0,0.1-11)
LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) 0.34 N-O >999 240 MII78H 195/188
TCDL 10.0 Lumber Increase 1.25 BC 0.77 Vert(fL) 0.91 N-O >521 180 TL20 2451193
BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.22 J n/a n/a
BCDL 10.0 COdeFBC2001lTPI2002 Matrix) Weight: 192lb
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SYP No 3
REACTIONS (lb(size) B=1653/0.8-0, J=1653/0-8-0
Max Horz B=76(load case 4)
Max UpliftB=-212(load case 4), J=-212(load case 5)
BRACING
TOP CHORD Structural wood sheathing directly applied or 2.7-1 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
FORCES (lb) - First Load Case Only
TOP CHORD A-B=22, B-C=-3332, C-D=-3135, D-E=-4008, E-F=4008, F.-G=4008, G-H= 4008, H-1=-3135, I-J=-3332, J-K=22
BOT CHORD B-0=2995, P-0=2880, O-P=2880, N-0=4008, M-N=2880, L-M=2880, J-L=2995
WEBS D-0=264, H-L=264, E-0=-443, G-N=-443, C-0=-151, D-0=1269, E-N=-1, H-N=1268, I-L=-150
NOTES (8)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98; 110mph; h=1511; TCDL=6.OpsF BCDL=6.Opsf; Category II; Exp 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 M1120 plates unless otherwise indicated.
5) All plates are 3x6 TL20 unless otherwise indicated.
6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 212 lb uplift at joint B and 212 lb uplift at joint J.
8) 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 V 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 verity all design information on this sheet for conformance with conditions and
requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design
information as it may relate to a specific building. Any references to job names and locations are foradministrative purposes only and are not part of the review or
certification of the truss designer.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435
Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435SD1
53916435 ISD2 HIP
Type IOty I Ply
0-p 5-9-14 11.0-0 17-0.0 23-0-0 29-" 34.2.2 40-0-0 4,1-040
1.0-0 5-9-14 5-2-2 6-0-0 6-0-0 6-" 5.2-2 5.9.14 1-0-0
Scab -1:
5x8 T120=
5x8 TL20= 5x8TL20=
300 M11181-1= Us TL20= 300 M1118H=
5-9.14 17-" 23-0-0 34.2-2 40-0-0 ,
5.9-14 11.2.2 6.0.0 11-2-2 5.9.14
Plate Onsets KY), ID:0-3-0,0.2 4], IF:0-4-0.0-3-0]. [G:0-3-0.0-2-4]
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udell Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.32 Ved(LL) 0.26 M-N 999 240 MI118H 195/188
TCDL 10.0 Lumber Increase 1.25 BC 0.83 Vert(TL) 1.03 K-M 459 180 TL20 2451193IBCLL0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.20 1 r a n/a
BCDL 10.0 CodeFBC2001lrP12002 Matrix) Weight: 197lb
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 (Ib/size) B=1653/0.8-0, 1=1653/0-8-0
Max Horz B=90(load case 4)
Max UpliftB=-196(load case 2), 6-196(load case 3)
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-1-13 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
FORCES (lb) - First Load Case Only
TOP CHORD A-13=22, B-C— 3470, C-D=-3417, D-E— 3321, E-F=-3320, F-G=-3320, G-H=-3417, 1-1-1=-3470, IJ=22
BOT CHORD B-P=3103, O-P=2637, N-0=2637, M-N=3320, L-M=2637, K-L=2637, I-K=3103
WEBS C-P=-207, H-K=-207, D-N=863, E-N=-356, E-M=-1, F-M=-356, G-M=862, G-K=625, D-P=625
NOTES (8)
1) Unbalanced root live loads have been considered for this design.
2) Wind: ASCE 7-98; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp 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 M1120 plates unless otherwise indicated.
5) All plates are 3x6 TL20 unless otherwise indicated.
6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 196 lb uplift at joint B and 196 lb uplift at joint I.
8) 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 verity all design information on this sheet for conformance with conditions and
requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design
information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or
certilication of the truss designer
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435
Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435SD2
also
53916435 1SD3 COMMON
a -0-p 7.8.11 13.0-0 27-0-0 32-3-5 40-0.0 4,1-O
1.0-0 7-8-11 5.3-5 14.0-0 5-3.5 7.8-11 1.0-0
Scale - 1
Us TL20= Us TL20=
300 MU tW = 3x8 TL20= Us TL20=
Us TL20= 300 M1118H=
10.3.14 20-0-0 29-8-2 40-0-0
10-3-14 9-8.2 9.8.2 10-3-14
Plate Offsets X Y : D:0-3-00-2-4 F:0.3.0 0-2-4 LOADING (
psi) SPACING 2-0-0 CSI DEFL in loc) Udell Ud PLATES GRIP TCLL
20.0 Plates Increase 1.25 TC 0.66 Verl(LL) 0.22 L 999 240 M11181-1 195/188 TCDL
10.0 Lumber Increase 1.25 BC 0.86 Vert(TL) 0 65 B-N 722 180 TL20 2451193 BCLL
0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.19 H n/a rite BCDL
10.0 CodeFBC2001lrP12002 Matrix) Weight: 188lb 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) 8=1653/0-8-0, H=1653/0-8-0 Max
Horz B=103(load case 4) Max
UpliftB=-241(load case 4), H=-241(load case 5) BRACING
TOP
CHORD Structural wood sheathing directly applied or 2-8-6 oc purlins. BOT
CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (
lb) - First Load Case Only TOP
CHORD A-13=22, B-C=-3283, C-D=-3027, F-G=.3027, G-H=-3283, H-1=22, D-E=-2895, E-F_ 2895 BOT
CHORD B-N=2948, M-N=2495, L-M=2495, K-L=2495, J-K=2495, HJ=2948 WEBS
C-N=-336, D-N=537, E-L=-443, D-L=506, F-J=537, GJ=-336, F-L=506 NOTES (
8) 1)
Unbalanced roof live loads have been considered for this design. 2)
Wind: ASCE 7-98; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsl; Category II; Exp B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical tell and
right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3)
Provide adequate drainage to prevent water ponding. 4)
All plates are M1120 plates unless otherwise indicated. 5)
All plates are 2x3 TL20 unless otherwise indicated. 6)
This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 241 lb uplift at joint B and 241 lb uplift at joint H. 8)
Truss shall be fabricated per ANSVrPI 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 verity all design information on this sheet for conformance with conditions and requirements
of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information
as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification
of the truss designer. LOAD
CASE(S) Standard Customer
No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435 Contractor/
Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435SD3
53916435 ISD4 ICOMMON
1-0-P 7.8.11 15-0-0 25-0-0 32-3-5 40-0-0 4,1.0 0
1.0.0 7-8-11 7-3-5 10-0-0 7.3.5 7.8.11 1-0-0
Scab . 1:
Us TL20=
W TL2011
Sx6TL20=
300 M111BH= 3x8 TL20= 3x6 TL20=
3x6 TL20= 3x10 MII18H=
10-3-14 20-0-0 29-8-2 40-0-0
10-3-14 9-8.2 9.8.2 10.3-14
Plate Offsets X Y : C:0.4-0 0-3-0 D:0-3-00.2.4 F:0.3.0 0-2-4 G:0.4-0 0-3-0 LOADING (
pst) SPACING 2-0-0 CSI DEFL in loc) Vdefl Ud PLATES GRIP TCLL
20.0 Plates Increase 1.25 TC 0.64 Vert(LL) 0.20 L 999 240 M1118H 1951188 TCDL
10.0 Lumber Increase 1.25 BC 0.85 Vert(TL) 0.64 B-N 738 180 TL20 2451193 BCLL
0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.19 H We n/a BCDL
10.0 CodeFBC2001/fP12002 Matrix) Weight: 193lb 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 (
Ibtsize) B=165WO-8-0, H=1653tO-8.0 Max
Horz 6=117(load case 4) Max
UpliftB=-239(load case 4), H=-239(load case 5) BRACING
TOP
CHORD Structural wood sheathing directly applied or 2-8.15 oc purlins. BOT
CHORD Rigid ceiling directly applied or 10-0-0oc bracing. FORCES (
lb) - First Load Case Only TOP
CHORD A-B=22, B-C= 3299, C-D=-3028, F-G=-3028, G-H=-3299, H-1=22, D-E=-2482, E-F=-2482 BOT
CHORD B-N=2967, M-N=2314, L-M=2314, K-L=2314, J-K=2314, HJ=2967 WEBS
C-N=404, D-N=667, E-L=-240, D-L=270, F-J=667, GJ=-404, F-L=270 NOTES (
7) 1)
Unbalanced roof live loads have been considered for this design. 2)
Wind: ASCE 7.98; 110mph; h=15ft; TCDL=6.Ops1; BCDL=6.Ops1; Category II; Exp 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 MII20 plates unless otherwise Indicated. 5)
This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 239 lb uplift at joint B and 239 lb uplift at joint H. 7)
Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at pints 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 verity all design information on this sheet for conformance with conditions and requirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design informationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the review or certification
of the truss designer. LOAD
CASE(S) Standard Customer
No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435 Contractor/
Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435SD4
53916435 ISDS (COMMON I1 I Ply
27
p 7-8-11 13.9.0 17-0-0 23-0-0 26.3.0 32-3-5 40-0-0 41-0?
1-0-0 7.8.11 6-0.5 3-3-0 6-0-0 3-3.0 6-0.5 7-8-11 1-0-0
Scale - 1
5.00 F12 5x6 7L20= Sxs TL20=
5x8 TL205, w.n,n Ana
3x10 M1118H= Sx10TL20= 3x6TL20=
3x6 TL20= 3x10 WISH=
10.3-14 20-0-0 29.8-2 40-" ,
10-3.14 9-8-2 9-8-2 10-3.14
Plate Offsets X Y : D:0-4-0 0-3-0 E:0-3-0 0-2.4 F:0.3-00-2-4 G:0-4-0 0.3.0 LOADING (
psi) SPACING 2-0-0 CSI DEFL in (loc) Vdell Ud PLATES GRIP TCLL
20.0 Plates Increase 1.25 TC 0.64 Vert(LL) 0.20 M 999 240 M11181-1 1951188 TCDL -
10.0 Lumber Increase 1.25 BC 0.85 Vert(TL) 0.64 B-0 735 180 TL20 2451193 BCLL
0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.19 1 n/a n/a BCDL
10.0 CodeFBC2001lrP12002 Matrix) Weight: 204lb LUMBER
BRACING TOP
CHORD 2 X 4 SYP No.2 BOT
CHORD 2 X 4 SYP No.2 WEBS
2 X 4 SYP No.3 REACTIONS (
lb/size) B=1653/0-8.0, 1=165310.8-0 Max
Horz B=131(load case 4) Max
UpliftB=-210(load case 4), 6-210(load case 5) TOP
CHORD Structural wood sheathing directly applied or 2.8-13 oc puriins. BOT
CHORD Rigid ceiling directly applied or 10-" oc bracing. WEBS
1 Row at midpl D-M, G-M FORCES (
lb) - First Load Case Only TOP
CHORD A-B=22, B-C=-3312, C•D=-3025, D-E=-2143, F-G=-2143, G-H=-3025, H-1=-3312, I-J=22, E-F=-2166 BOT
CHORD B-0=2961, N-0=2415, M-N=2415, L-M=2415, K-L=2415, 1-K=2961 WEBS
C-0=-381, D-0=595, G-K=595, H-K=-381, E-M=560, F-M=560, 0-M=-631, G-M=-631 NOTES (
7) 1)
Unbalanced roof live loads have been considered for this design. 2)
Wind: ASCE 7.98; 110mph; h=1511; TCDL=6.Ops1; BCDL=6.Opsf; Category 11; Exp B; enclosed;MW FRSgable 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 M1120 plates unless otherwise indicated. 5)
This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 210 lb uplift at joint B and 210 lb uplift at joint I. 7)
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 verity all design information on this sheet for conformance with conditions and requirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design informationasitmayrelatetoaspecificbuilding. 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 7/
Customer
No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435 Contractor/
Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435SD5
53916435 ISD6 ICOMA
7-8-11 1 13.9-0 19-0-0 .21 26-3-0 32-3-5 40-0-0 41-0;0
1-0.0 7.8-1 1 6-0-5 5.3-0 2-0-0 5-3-0 6-0-5 7.8-11 1-0-0
Scab .1
Us TL20=
5.00 12 5x6 TL20=
3x10 M111LLH= 5x12 TL20= Us TL20=
3x5 TL20= 300 WISH=
10-3-14 20-0-0 29.8.2 40-"
10.3.14 9.8.2 9-8-2 10-3.14
Plate Offsets KY): ID:0-4-0.0-3-0L IE:0-3-0.0-2.41, IF:0.3-0.0-241 IG:04-00-3-01LOADING (
psl) SPACING 2-0-0 CSI DEFL in (loc) Udell Ud PLATES GRIP TCLL
20.0 Plates Increase 1.25 TC 0.65 Vert(LL) 0.20 M 999 240 M1118H 195/188 TCDL
10.0 Lumber Increase 1.25 BC 0.85 Vert(TL) 0.65 B-O 732 180 TL20 2451193 BCLL
0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.19 1 rile n/a BCDL
10.0 CodeFBC20011fP12002 Matrix) Weight: 205lb LUMBER
TOP
CHORD 2 X 4 SYP No.2 BOT
CHORD 2 X 4 SYP No.2 WEBS
2 X 4 SYP No.3 REACTIONS (
lb/size) B=1653/0-8-0, 1=165310-8-0 Max
Horz 6=144(load case 4) Max
UpliftB=-226(load case 4), 6-226(load case 5) BRACING
TOP
CHORD Structural wood sheathing directly applied or 2-8.10 oc purlins. BOT
CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS
1 Row at midpt D-M, G-M FORCES (
lb) - First Load Case Only TOP
CHORD A-B=22, B-C=-3308, C-D=-3025, D.E=-2114, F-G=.2114, G-H=-3025, H-1=-3308, 1-J=22, E-F=-1964 BOT
CHORD B-0=2956, N-0=2426, M-N=2426, L-M=2426, K-L=2426, I-K=2956 WEBS
C-0=-366, D-0=582, G-K=582, H.K=-366, E-M-_583, F-M=583, D-M=-723, G-M=-723 NOTES (
7) 1)
Unbalanced roof live loads have been considered for this design. 2)
Wind: ASCE 7-98; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp 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 M1120 plates unless otherwise indicated. 5)
This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 226 lb uplift at joint B and 226 lb, uplift at joint 1. 7)
Truss shall be fabricated per ANSUTPI 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 verity all design information on this sheet for conformance with conditions and requirements
of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information
as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification
of the truss designer. LOAD
CASE(S) Standard Customer
No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435 Contractor/
Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435SD6
Type
53916435 IT1
I -U 7-8-11 13.9-0 20-0-0 26-3-0 32.3-5 40-0-0 4,1-0,0
1.0-0 7.8.11 6-0.5 6-3-0 6-3-0 6-0-5 7.8.11 1-0-0
Scale .1
US TL20=
5. OD 12
300 M1118H= axe TL20= axe TL20=
Us TL20= 3x10 M1118H=
10.3.14 , 20-" 29-8-2 40-0-0 ,
10-3-14 9-8-2 9-8-2 10.3-14
Plate Offsets (X,Y): ID:0.4-0,0-3-01, IF:0.4-0,0.3-01
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Wait Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) 0.20 L 999 240 M1118H 1951188
TCDL 10.0 Lumber Increase 1.25 BC 0.85 Ved(TL) 0.65 B-N 727 180 TL20 245/193
BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.19 H rVa n/a
BCDL 10.0 CodeFBC20011TP12002 Matrix) Weight: 195lb
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 Qb/size) B=1653/0.8-0, H=1653/0-8.0
Max Horz B=151(load case 4)
Max UpliftB=-233(load case 4), H=-233(load case 5)
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-8.9 oc purlins.
BOT CHORD Rigid ceiling directly applied or 9-11-9 oc bracing.
WEBS 1 Row at midpi D-L, F-L
FORCES (lb) - First Load Case Only
TOP CHORD A-B=22, B-C=-3307, C-D=-3025, D-E=-2111, E-F=-2111, F-G=-3025, G-H=-3307, H-1=22
BOT CHORD B-N=2955, M-N=2429, L-M=2429, K-L=2429, J-K=2429, HJ=2955
WEBS C-N=-363, D-N=579, D-L=-734, E-L=1170, F-L=-734, FJ=579, GJ=-363
NOTES (6)
1) Unbalanced root live loads have been considered for this design.
2) Wind: ASCE 7-98; 110mph; h=15h; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp 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) All plates are M1120 plates unless otherwise indicated.
4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 233 lb uplift at joint B and 233 lb uplift at joint H:
6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing
where indicated and within 4' of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and
permanent bracing required for the overall building design. Building Designer shall verily all design information on this sheet for conformance with conditions and
requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the designinformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the review or
certification of the truss designer.
LOAD CASE(S) Standard
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435
Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435T1
5391605 IT1A
0-0 7-8.11 13.9-0 + 20.0.0 26.3-0 32-3-5 40-0-0 4,1-0:p
1.0.0 7.8-11 6-0-5 6-3-0 6-3.0 6-0.5 7-8.11 1-0-0
Scab.
US TL20=
5.00 12
300 MUM= 3x8 TL20= 3x6 TL20=
3x6 TL20= 300 M11M=
10-3-14 20-0-0 29.8.2 34-0-0 40-0-0
10-3-14 9-8-2 9-8-2 4.3-14 6-0-0
Plate Offsets KY): IB:0-0-2 0-0-21 ID:0.4-00-3M IF:0-4.0 03-0) I1-1:0-0-2 0-0.2] LOADING (
psi) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL
20.0 Plates Increase 1.25 TC 0.64 Vert(LL) 0.24 K-M 999 240 M1118H 1951188 TCDL
10.0 Lumber Increase 1.25 BC 0.92 Vert(TL) 0.79 K-M 507 180 TL20 245/193 BCLL
0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.18 H n/a n/a BCDL
10.0 CodeFBC2001lrP12002 Matrix) Weight: 195lb LUMBER
TOP
CHORD 2 X 4 SYP No.2 BOT
CHORD 2 X 4 SYP N0.2 WEBS
2 X 4 SYP No.3 REACTIONS (
Ib/size) B=1617/0.8.0, H=1449/0.8-0, J=241/0-8-0 Max
Horz B=151(load case 4) Max
UpliftB=-237(foad case 4), H= 246(load case 5) BRACING
TOP
CHORD Structural wood sheathing directly applied or 2-9-4 oc purlins. BOT
CHORD Rigid ceiling directly applied or 9.9-15 oc bracing. WEBS
1 Row at midpt D-M, F-M FORCES (
lb) - First Load Case Only TOP
CHORD A-13=22, B-C=-3213, C-D=-2931, D-E=-2025, E-F=-2025, F-G=-2697, G-H— 2969, H-1=22 BOT
CHORD B-0=2870, N-0=2345, M-N=2345, L-M=2245, K-L=2245, J-K=2635, HJ=2635 WEBS
C-0=-365, D-0=572, D-M=-730, E-M=1107, F-M=-595, F-K=350, G-K=-330 NOTES (
6) 1)
Unbalanced roof live loads have been considered for this design. 2)
Wind: ASCE 7.98; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp 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)
All plates are M 1120 plates unless otherwise indicated. 4)
This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 237 lb uplift at joint B and 246 lb uplift at joint H. 6) 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 whereindicatedandwithin4" 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 verity all design information on this sheet for conformancewith conditions and requirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design informationasitmayrelatetoaspecificbuilding. 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 rt
Customer
No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435 Contractor/
Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435T1A
53915435 DUAL RIDGE
Oly I Ply
1.0-2 6-1-3 11.6-10 17-" 20.0-0 22-5-6 27.10-13 40-0-0 4,1-0,0
1-0-0 6.1.3 5.5.6 5.5-6 3-0-0 2.5-6 5-5-6 12-1-3 1-0.0
Scale -1
5.00 12
7iR TI On
Us TL20=
rw c i n w
3x8 TL20= US TL20= 3x8 TL20= Us TL20=
300101118H=
8-9-14 17-0-0 25-2-2
8-9-14 8-2-2 8-2-2
LOADING (psf) SPACING 2-0-0
TCLL 20.0 Plates Increase 1.25
TCDL 10.0 Lumber Increase1 1.25
BCLL 0.0 Rep Stress Incr YES
BCDL 10.0 COdeFBC2001/TPI2002
LUMBER
TOP CHORD 2 X 4 SYP No.2
BOT CHORD 2 X 4 SYP No.2
WEBS 2 X 4 SYP No.3 'Except'
W 1 2 X 4 SYP No.2, W6 2 X 4 SYP No.2
3x8 TL20=
40-0-0
14-9-14
CSI DEFL in loc) Vdefl Ud PLATES GRIP
TC 0.34 Vert(LL) -0.15 X-Y >999 240 MII18H 195/188
BC 0.64 Vert(TL) -0.43 X-Y >950 180 TL20 2451193
WS 0.88 Horz(TL) 0.14 R We We
Matrix) Weight: 243 lb
BRACING
TOP CHORD Structural wood sheathing directly applied or 3.5-7 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt E-Al, V-AI
JOINTS 1 Brace at JI(s): At
REACTIONS (Ib/size) B=1444/0.8.0, V=1469/6-8-0, U=-94/6.8.0, T=213/6-8-0, R=282/6-8-0
Max Horz 8=151(load case 4)
Max UpliltB=-220(load case 4), V=-190(load case 5), U=-107(load case 6), T=-27(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD A-B=22, B-C=-2845, C-D=-2600, D-E- 1858, E-F=-400, F-G=-377, G-H=-375, H-6.3721 I-J=-389, J-K=-415, K-L=-340, L-M=-377, M-N=-392, N-0=-438,
O-P=-358, P-O=-407, O-R=-399, R-S=21
BOT CHORD B-AA=2555, Z-AA=2138, Y-Z=2138, X-Y=1990, W-X=2475, V-W=2475, U-V=346, T-U=346, R-T=346
WEBS E-AE=-1432, AC-AE=-1431, AC-AD=-1401, AD-AF=-1446, AF-AH=-2003, AB-AH=-2032, AB -AI= 2032, AG-AI=-2057, AG-AJ=-2285, AJ-AK=-2316,
V-AK=-2321, G-AC=79, H-AD=-117, F•AE=1, C-AA=-284, D-AA=421, D-Y=-646, E-Y=891, Y-AF=-052, X-AF=458, X-AG=-354, I-AH=-75, J-AI_ 65,
K-AG=-218, M-AJ=-82, N-AK=-12, O-V=-327, P-U=7, 0-T=•143
NOTES (7)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7.98; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp 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) All plates are M1120 plates unless otherwise indicated.
4) All plates are 2x3 TL20 unless otherwise indicated.
5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 220 lb uplift at joint B, 190 lb uplift at joint V, 107 lb uplift at joint U and 27 lb
uplift at joint T.
7) 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
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435
Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435T1G
53916435
1-0-0, 6-11-4 10.0-0 13.0-12 20.0-0 21-0-0,
T
1.0-0 6•11.4 3-0-12 3-0-12 6.11.4 1-0.0
Scab - 1:3
50 TL20=
U51120= W 1120=
M TL20=
10-0-0 20-0-0 ,
10-0.0 10-0.0
Plate Offsets (X,Y): H:0-4-0,0-3-0]
LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) Vdell Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) 0.06 B-H 999 240 TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.50 Vert(TL) 0.33 B-H 695 180
BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.04 F We n/a
BCDL 10.0 CodeFBC2001/fPI2OO2 Matrix) Weight: 83lb,
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 (Ib/size) B=853/0-8-0, F=853/0-8.0
Max Horz B=-83(load case 5)
Max UpliftB=-143(load case 4), F=-143(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD A-B=22, B-C=-1373, C-D=-1066, D-E=-1066, E-F=-1373, F-G=22
BOT CHORD B-H=1192, F-H=1192
WEBS C-H=•360, D-H=721, E-H=-360
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES (5)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category II; Exp 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) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 143 lb uplift at joint B and 143 lb uplift at joint F.
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 verity all design information on this sheet for conformance with conditions andrequirementsofthespecificbuildingandgoverningcodesandordinances. 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
1/1
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435
Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435T2
53916435 IT2A IHIPPTTRRU I1
1-0-0 6-114 9-" 11-0-0 13-0.12 20-0-0 21-0.0
1.0-0 6.11-4 2-0-12 2-0-0 2-0-12 6.11-4 1-0-0
Scab -1
50 TL20=
5x4 TL20=
la
3x571Eo= .• 3x5TL20=
34 TL20=
3x4 TL20= 30 TL20=
6-114 9.1-12 10-10.4 , 13-0-12 20-0-0
6-114 2-2-8 1-" 2-2.8 6-11-4
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) 0.07 B-K 999 240 TL20 2451193
TCDL 10.0 Lumber Increase 1.25 BC 0.47 Vert(TL) 0.32 B-K 735 180
BCLL 0.0 Rep Stress Incr YES WS 0.13 Horz(TL) 0.04 G n/a rda
BCDL 10.0 CodeFBC2001/fP12002 Matrix) Weight: 86lb
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=85310-8.0, B=853 -"
Max Horz B=76(load case 4)
Max UpliflG=-136(load case 5), B=-136(lood case 4)
BRACING
TOP CHORD Structural wood sheathing directly applied or 4.11.0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
FORCES (Ib) - First Load Case Only
TOP CHORD A-B=22, B-C=-1377, C-D=-1128, D-E=-995, E-F=-1128, F-G=-1377, G-H=22
BOT CHORD B-K=1195, J-K=995, 1-J=995, G-1=1195
WEBS D-K=392, E-1=392, C-K=-345, F-1=-345
NOTES (6)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.0psf; Category 11; Exp 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) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 136 lb uplift at joint G and 136 lb uplift at joint B.
6) 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
17
tit
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435
Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435T2A
53916435 1T2B
6-114 10-0-0 13-0-12 20-0-0
1.0-0 6-11.4 3.0-12 3.0-12 6.11.4
Scale - 1
5x4 TL20=
34 TL20= " 3x5 TL20=
50 TL2D=
10-0-0 10-0-0
LOADING (psi) SPACING 2-0-0 CSI DEFL in loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) 0.09 F-G >999 24D TL20 245/193
TCDL 10.0 Lumber Increase 1.25 BC 0.65 Vert(TL) -0.39 F-G >598 180
BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.04 F n/a We
BCDL 10.0 CodeFBC20011fP12002 Matrix) Weight: 82lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4.9.5 oc purlins.
BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 4 SYP No 3
REACTIONS (Ib/size) B=864/0-8-0, F=778/Mechanical
Max Horz B=89(load case 4)
Max UpliftB=-144(load case 4), F=-88(load case 5)
FORCES (lb) - First Load Case Only
TOP CHORD A-B=22, B-C=-1400, C-D=-1093, D-E=-1096, E-F=-1406
BOT CHORD B-G=1217, F-G=1244
WEBS C-G=-360, D-G=753, E-G=-397
NOTES (5-6)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp 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) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144 lb uplift at joint B and 88 lb uplift at joint F.
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 verity all design information on this sheet for conformance with conditions and
requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design
information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or
certification of the truss designer.
6) L26R: Right end may be attached to 2x6 So.Pine or larger BC of one or more ply girder truss with Simpson LUS26 or eq. Follow Simpson instructions for installation.
LOAD CASE(S) Standard
V
Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435
Contractor/Job: 1562 A ROOF Date Req:09/23/2003 Draw No:53916435T2B
53916435 1T3G RIDGE
Oly IPly
Job Reference
27 07:23:05 2003
10-0-0 17-" 24-2-5 1 2"-11 34-0-0 85-0-p
1-0-0 10-" 7-0.0 7-2-5 44-6 5-5.5 1-0-0
Scab - 1
US TL20=
axe TL20
V3xe TL2o--
Studs @ 24" O.C.
5x7 TL20= R O P AK 2x5 TL2011 0 2t5 TL2011 5x7 TL20=
5xe TL20=
Seat Plate
5xe TL20= 5xe TL20= 295 TL2011 5xe TL20= 2x5 TL201I
Seat Plate
20-" i 26-5-12 , 34-0-0 ,
20-0.0 6.5.12 7-6.4
Plate Offsets MY). . 13:0.3-8 0.2.11 C:0-4-00-3-0 1-1:0.4-0 Ed a 1-:0.4-0 0-3.0 M:0.3-8 0-2-11 LOADING (
psi) SPACING 2-0-0 CSI DEFL in loc) Well Ud PLATES GRIP TCLL
20.0 Plates Increase 1.25 TC 0.99 Vert(LL) -0.21 O-P 999 240 TL20 2451193 TCDL
10.0 Lumber Increase 1.25 BC 0.59 Vert(TL) -0.52 O-P 771 180 BCLL
0.0 Rep Stress Incr NO WB 0.86 Horz(TL) 0.10 M n/a n/a BCDL
10.0 CodeFBC2001/TPI2002 Matrix) Weight: 252lb LUMBER
TOP
CHORD 2 X 4 SYP No.2 'Except' T2
2 X 4 SYP No.1, T2 2 X 4 SYP No.1 BOT
CHORD 2 X 6 SYP No.2 WEBS
2 X 4 SYP No.3 'Except' W12X4SYP
No.2 OTHERS 2
X 4 SYP No.3 REACTIONS (IWsize)
8=1606/0-8-0, M=1691/0-8-0 Max Horz
B=132(load case 4) Max UpliftB=-
225(load case 4), M=-277(load case 5) BRACING TOP
CHORD
Structural wood sheathing directly applied or 2-10-11 oc purlins. BOT CHORD
Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 1
Row at midpt D-S JOINTS 1
Brace at JI(s): S FORCES (lb) -
First Load Case Only TOP CHORD
A-B=26, B-C=-3307, C-D=-3008, D-E=-2676, E-F=-2655, F-G=-2501, G-H=823, H-1=768, IJ=-2395, J-K=-2690, K-L=-3369, L-M=-3556, M-N=26 BOT CHORD
B-R=2978, 0-R=1715, P-C=1715, P-AK=2898, O-AK=2898, M-0=3201 WEBS D-
W=-337, V-W=-363, U-V=-251, T-U=513, S-T=753, P-S=869, I-S=246, G-T=625, D-R=-138, C-R=-270, R-U=1119, F-V=292, E.W— 68, J-P=484, K-0=
356, L-0=-183, G-6-3265 NOTES (9)
1) Unbalanced
roof live loads have been considered for this design. 2) Wind:
ASCE 7-98; 110mph; h=15ft; TCDL=6.0ps1; BCDL=6.OpsF Category II; Exp B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right
exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Truss
designed for wind loads in the plane of the truss only. 4) All
plates are 2x3 TL20 unless otherwise indicated. 5) This
truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Gable
studs spaced at 2-0-0 oc. 7) Provide
mechanical connection (by others) of truss to bearing plate capable of withstanding 225 lb uplift at joint B and 277 lb uplift at joint M. 9) Special
hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 470.01b down and 120.51b up at design/selection
of such special connection device(s) is the responsibility of others. Truss shall
be fabricated per ANSUTPI 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 overallbuilding design. Building Designer
shall verily all design information on this sheet for conformance with conditions and requirements of the specific building and
governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information
as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and
are not part of the review or certification of the truss designer. OAD CASE(
S) Standard Regular: Lumber
Increase=1.25, Plate Increase=1.25 Unilorm Loads (
pIQ Vert- A-
H=-60.0, H-N=-60.0, B-M=-20.0 Concentrated Loads (
lb) Vert- AK=-
470.0 20-0-
0 on bottom chord. The Customer No:
11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53916435 Contractor/Job:
1562 A ROOF Date Req:09/23/2003 Draw No:53916435T3G
J
CITY OF SANFORD PERMIT APPLICATION
Permit # :_ c7 —2 5—?p
Date:
4/ ` J — 40
Job Address: I acT ,6665 )l FeaSf Ti/ / /G lW
Description of Work:
Historic District: Zoning: Value of Work: $
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # ofAMPS Addition/Alteration Change ofService Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # ofGas Lines
Plumbing/New Residential: # of Wa r Closets 2 Plumbing Repair — Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than x)
Parcel #: (Attach Proof of Ownership & Legal Description)
Owners Name & Address: _ {_ iL Ho/^P$
Phone:
p
State eense Number: C.FC /51
Phone & Fax: b p -*a35 5 Contact Person: Phone:
Bonding Company.
Address:
Mortgage Lender:
Address:
Architeet/Engineer:
Address:
Phone:
Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify thatno work or installation has commenced prior to the
issuance ofa 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 sauced for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit. there tray be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that 1 will notify the owner of the property ofthe require a is f Florida Lien La;;,F73. o- y-oy
Signature of Owner/Agent Date Si of Contractor/Agent Date
e W.
Print Owner/Agent's Name Print Contractor/Agent's Name
Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date
Owner/Agent is _ Personally Known to Me or
Produced ID
APPLICATION APPROVED BY: Bld ah 10 O ning:
Initial & Date)
Special Conditions.
DEBBIE BLANTON
Can JAY CO"My IQ &jk11tgB W o
Pr EXPIRES: Februe on
t •B063NOiARV FL Notary OiACWM /LLioo• Co.
Initial & Date)
Utilities: FD:
Initial & Date) (Initial & Date)
m
PFRAds
0 L/ dob
PLANS REVIEWED
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12x12 1 cd mqM 12x6 1.cd
340 T11lnt s 150
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o,lloc s' 4 12• 3' both duct
M(
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Pm I '
Ift r CA Q9 5
8x4
OPT
FIRED ACT WL
w ^wm suiE ••
42X42
A/C SLAB BY
BLDR MIN 2'
FROM WALL Must
have a vglnlmuw clearance of 4 Inches around the air handler per the State Energy code. All duct has on r=6 insulation value. J
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ONE BY WOOD
BUCK BY OTHERS
CAULK BETWEEN
WINDOW FLANGE —
L WOOD BUCK
CONCRETE OR
MASONRY OPENING
BY -OTHERS
STUCCO J LJBYOTHERS
PERIMETER
CAULK
BY OTHERS
RIGID VINYL
GLAZING BEAD
H_ (TYP.>'
DOW
HT)
CAULK BETWEEN WINDOW.
FLANGE L PRECAST SILL
W/ VULKEM 116 ADHESIVE
CAULK, OR APRV'D. EOL.
PERIMETER
CAULK
BY OTHERS
0
CAULK BETWEEN . . B.W. .
WOOD BUCK L (BUCK WIDTH)
MAS'Y. OPENING INSTALLATION ANCHOR
BY OTHERS 3/I6' DIA..TAPCONONE .BY WOOD
BUCK BY OTHERS
1-1/4' MIN.
o EMBEDMENT
INSTALLATION ANCHOR
3/16' DIA. TAPCON
SHIM AS REO'D.
1/4' MAX.
SEE N(37ES)
FLANGE TYPE
WINDOW FRAME
HEADER
GLASS
TYP.) (SEE NOTES)
B.H.
BUCK
HEIGHT)
FLANGE TYPE
WINDOW. FRAME
SILL
ST
BY
SHIM AS REO'D.
RIGID VINYL 1/4' MAX.
GLAZING BEAD (SEE NOTES)
T.YP.)
GLASS
TYP.)(SEE NOTES)
1-1/4' MIN.
EMBEDMENT
D,
0
HERS
v
O. .
FLANGE TYPE
WINDOW FRAME
JAMB CAULK BETWEEN o
WINDOW FLANGE PERIMETER
L WOOD BUCK CAULK
BY OTHERS
W.W.
WINDOW WIDTH)
SECTION B-B
Ml W.W.
PRECAST SILL o V
BY OTHERS A B C
NOTES: SECTION A -A
1)• SHIM AS REO"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
do JAMBS. SILL MUST -BE ATTACHED TO THE SUBSTRATE WITH J B
VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL.
5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H.
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. A
10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN.. THIS
E
K B
X
CAULK BETWEEN
WOOD BUCK L
MAS'Y.. OPENING
BY OTHERS
CONCRETE OR
MASONRY OPENING
BY OTHERS
PRINT ALSO APPLIES. TO THE FLORIDA EXTRUDERS 1500 AND 2000 ELEVATION 1J" SERIES.SWGa EM11NG5:
11.)'.= WHERE. 'WINDOVY:'IS-INSTALLED IN MASONRY OPENING WITH A
STRUCTUAL TWO • BY WOOD BUCK, USE B 10 SCREWS OF
VIEWED • • FROM EXTERIORSUFFICIENTLENGTHTOACHIEVE . 1-3/8- MIN. EMBEDMENT AT
ALL INSTALLATION FASTENER LOCATIONS.
I
PREPARED BY: PRODUCT &'AP
TAPCON LOCATION CHART
CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB
30PsF TO 40PSF 41 PsF TO 70PSF 30PsF TO 40PSF 41 PSF TO 70PSFSIZESIZE
12• 18 1/8 x 25 e e F.G
F.G
F.G '
F.G
13 18 1/8 x 37 3/8 8 8
B F.G F.G14181/8 x 49 5/8 8
B F.G F;G145IS1/8 x 55 1/4 B
8 F.G F.G15
16
18 1/8 x 62
IS 1/8 x 71
8
B B F.G F.G.H.1
17 18 1/8 x 83 R A F.G F.G.J.K
1H2 25 1/2 x 25 B 8 F.G
F.G
F.G
F.G
1H3 25 1/2 x 37 3/8 B
e
8
8 F.G F.G.H.11H4251/2 x 49 5/8
B B F.G F.G.H.11H45251/2 X 55 1/4
8 8 F.G F,G.FIJ' IH5,
1H6
25 1/2 x 62
25 1/2 x 71 B B F.G F.G.H.1
I H7 25 1/2 X 83 B 8 F,C.J.K F.G.J.K
30 1/2 x 26 29 1/2 x 25 8
8
8
B
t.G
F.G F.G
30 1/2 x 38 3/8 29 1/2 x 37 3/8
B F.G F.G.H.1
30 1/2 a 50 5/8 29 1/2 X 49 5/8 B
8 F.G F.G.H.1
30 1/2 x 56 1/4 29 1/2 X 55 1/4 8
B F.G F.G.H.1
30 1/2 x 63
30 1/2 x 72
29 1/2 X 62
29 1/2 X 71
8
B 8 F.G.H.1 f,G.H•I
30 1 2 84 29 1 2 x 83 B 8 F.G.J.K F.G.J.K
2 36 X 25 ts
B
B
B F.G F.G
23 36 x 37 3/8
B B F.G F.G.H.1
24 36 X 49 5/8
8 B F.G F.G.H.1
245
Y5
36 x 55 1/4
36 X 62 B e F.G.H.1 F.G.H,I
26 36 X 71 B B F.G.H.1 D.E.F.G.H.1
27 36 X 83 B B F•G,J.K F.,G.H,I,J.K
42 x 26 41 x 25 B
8
B
8 F.G F.G.N•1
42 x 38 3/8 41 x 37 3/8
B e F.G F,G.H,I
42 x 50 5/8 41 x 49 5/8
8 B F.G.H.1 F,G.H.I
42 a 56 1/4 41 X 55 1/4
B B F,G.H.I D.E.f,G•H.I
42 x 63
42 72
41 x 62
41 x 71 B B F.G.H.1 D.E.F,G.H.1
x
42 x 84 41 X 83 B B F•G.J.K F,G.H.I,J.K
48 x 26 47 X 25 B
B
A,C
A.0
F.G
F.G F.G.H.1
48 x 38 3/8 47 x 37 3/B
B A.0 F.G F.G.H.1
48 x 50 5/5 47 X 49 5/8
B A.0 F.G.H.1 F.G.H,I
48 x 56 1/4.
48 63
47 X 55 1/4
47 x 62 B A.0 F.G.H.1 D.E.f,C.H.I
x
45. x 72 47 x 71 B A.0 F.G.H.1
F GA K
D.E.F.C.H.1
D E F G H I J K
48 x 84
32
47 x 83
52 1/8 x 25 8 A.0 F.G F.G
33 52 1/8 x 37 3/8 B A.0 F,C
F,C,H,1
F.G.H.1
F.G.H.1
34
345
52 1/8 X 49 5/8
52 1/8 x 55 1/4
8
8
A.0
A.C. F.G.H.1 D.E.F•C.H.1
35 52 1/8 x 62 8 A.0 F.G.H.1
F.G.H.1
D.E.F.G.H•1
D.E.F.G.H.1
36
37
52 1/8 x 71
52 1/8 x 83
B
B
A.0
A.0 f.G.J.K D.E.F.G.J.K.J.K
37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES.
FLORIDA EXTRUDERS INTERNATIONAL. INC
SANFORD, FLORIDA
TITLE: INSTALLATION DETAIL
SGL. HUNG FLANGE WINDOWS - SERIES. .1000 1500• & . 2000 ..
DRAWN BY: B B APPROVED BY: -
DATE: 10 / 09 / 01 SCALE: N T S DWG.: FLEX 0016
ION EkCuaEERING. INC.. 250 INTERNATIONAL PKY.,-SUITE 250. MEAMROW. FLORtDA _32746-MONE 407 805-0365 FAX 407 805-036b
100% S.H. - I X c X I/@ i000 S.H.
JAMB CTYP.) I TUBE MULLION jA'aB CTYwJ
CL r8 X 1/2 SELF
T APPiNG SMs
SEALANT BETWEEN
e MULLION
8 x I-1/2 S=Lc
TAPPING SMS
SEA; Ti0N A —A j 1
r-1XR7/16X1/8
TUPc MULLION110^6 S.H. -1 !COO S.H.
JAMS (TYP.) JAMB CTYP.)
IoaC S.P.
JAMB (TYP.)
s x 1/2 SE! F
TAPPING SMS
T SEALANT BETWEEN
WINDOW FLANGES
MULLION
1/2 SELF
TAPPING SMS
SECTION A —A iS
I x 4 X 1/8
TUBE MULLION
IX2x3/8
TUBE -MULLION
8 x i/2 SE-Lr
TAPPINIG SMS
SEALA-%', ?ETA EEN;
Kt:LL1J'
1-1/c SELF
APPiN_•] SPJS
S CTiON A —A i L`
X271/16x3/8
TUBE MULLION'
IOC"u S.H. `
JAm3 CTYP.) !
8 X 1/2 SELF
TAPPING SMS
SEALANT BETWEEN
WINDOW FLANGES
3 MULLION
E X 1-I/.2 SELF
TAPPING SMS
8 •x 1/2 SELF
TAPPING SMS
4 X 3/•a
10,00S -i
JAMB (TYP.)
8 x 1-I/2 SELF -
SEALANT BETWEEN TAPPING S,'tS
WINBCV FLANGES
MULLION
E X ':-1/2 SEL . (—`—
TAPPING SMS
S_\. T10N A —A 4 I
X4x3/6-
MUSE ,MULLION 0•
ONE BY WOOD_
BUCK BY. r f HERSr
1 1/4' MIN.
EMBEDMENTI Q
DETAIL C
CONCRETE OR MASONRY
BY OTHERS
STAL ATION ANCHOR 3/116'
IAfCON S:.rr.W ANCtiGP (TY-.
1 \
EXTERNAL MULLION
I i ItiSTAL_P!± CLIP
ATYPICAL IMULLiON TO CONCRtTE 0 HEAD
MULL tjN -- i i I ..APP iES TO-HEAG & SILL .WHER= i " x ,
X 4" ;USE _ MULL! IV ARE USEC)
I DUAi L O
46 X V-2 SELF -INSTALLATION ANCHOR
TAPFTL! G SMS I ; I ( :PIA. TaFCGN
SEALANT BETWEEN
WINDOW FLANGES
MULLION
STIGN A —A mf DETAIL
C - - Y
A
I I I A l `
l SCREW ANCHOR C T YF.) i
SILL
CLIP 1
1/4' NIN. I
Q EMBEDMENT PRECAST
SILL BY OTHERS A. !
X!I IARY PI ATE OR
ADDITIONAL ANCHORS. WHEN REQUIRED) IEEE +
O I
g
Xsa&- i i .._-
SMS t T YP.; - DETAIL R ! ! O I t
i
ELEVATION 8
x 1/2 SELF I VIEWE^ FROM EXTERiOR TAPPING
SMS -- SEALANT
BET-, EEN WINDO'
r FLANGES L
kULLIDN 8
X I-112 SEL P TAPPING
SMS SECT
ION A—r'= I F; FLORIDA
EXTRUDERS INTERNATIONAL, INC SANFORD,
FLORIDA TffLE
SER: . 1000/ i 500 FLANGE SHEET 1- OF 2 VL
R i I 'AL It"ILL -L _ DN SEC T IL (INS SEE
DTHE R SIDE C SHE97T c OF ?> FOR D;
t- S T cy PRESSDRF CAPAC I T i ES DRAWN
BY: M S H APPROVED BY: r
i m• / ! /(_)l I QrATr. P.iTC nwr_ • I !!?:lP l
i
1 WINDOW - WINDOW
CALL TIP -TO -TIP
SIZE I SIZE -
SERIES 1000 & 1500 FLANGE VERTICAL DESIGN PRESSURE CAPACITIES
i CAPACITY CAPACITY 1 CAPACITY 1 CAPACITY CAPACITY i CAPACITY I CAPACITY j, CAPACITY I CAPACITY CAPACITY I CAPACITY CAPACITY CAPACITY
1 X2X1 8 1 X2X1 /8 ' 1 X2X3/8 1 X2X3/8 1 X2 7/16X1/8 1 X2 .7/16X1/8 TUBE MULLS! TUBE MULLelX4X' TUBE ,MULL TU E ,MULL i TUBE MULL i TUBE MULL TUBE Rs
TUBE MULL :TUBE MULL TUBE MULL! TUBE MULL I TUBE MULL .TUBE MULL TUBEANCHORS14ANCHORSj2ANCHORS i 4 ANCHORS 1 4 ANCHORS 6 ANCHORS. 4 ANCHORS i 6 ANCHORS
2 ANCHORS 14 ANCHORS 12 ANCHORS 1 4 ANCHORS I
SECT. A -A 1 SECT. A -A 1 !SECT. A -A 2 SECT. A-A(Z) !SECT. A-A(3) SECT. A -A 3 ;SECT. A-A(4) ;SECT. A-A(4) ;SECT. A-A(5) ;SECT. A-A(5) 'SECT. A-A(6) SECT. A-A(6) : SECT. A -A(?)
I1/8' - 732.42 ' 336.52 i 692.83 336.52 732.42 i 336.52 _ i 732.42 791.81 1187.72 i 791.81 1187.72 11187.72
12 i 19 X 26 i 336.52 :
13 I19 1 8 X 38 3/a 209.72 317.66 209.72 ! 429.55 209.72 ' 456.46 209.72 ; 456_46 ; 493.47 740.20 ': 493.47 ! 740.20 740.20
f-; ---
i
i 193.92 i 152.75 ' 271.83 1359.41 539.12 359.41 _ it7939.12 .539.12
14 119 1 /8 X 50 5/9,131 _23 ! 131.23 ; 152.75 i 177.46 i 152.75 : - 479.33460.17 1319.55 .33
Fl5
119 1 /8 X 56 1 /4 94.13 , 94.13 1.27.29 127.29 135.81 139.09 i 135.81 194.97 , 319.55 . i
T ° 119.85 136.64 • 282.02 423.03 ! 282.02 ' 423.03 ; 423.03
19 1 /8 X 63 ; 65.97 ; 65.97 89.21 - 8 .21 ! 97.48 97.48 _ -__ ..- -
1 8 X 72 j 43.49 43.49 _ ' S8.81 ; 58.81 -__ r64.27 _ 64.27 i 90.09 90.09 . __ 212.62 212.62 296.98 _ 296.98 365.75
i 19 / I !131.79 • 131.79184.08 184.08 ; 294.03
26.96 3645 ; 36.4539.83 ' 39.83 55.84 55.81
19 1/8 X 84 126.96 i ;`rt"- !
1262.87 i 572.13 ?618.52 92778 618.52 i 927.78 927.78 262.
87 i 541 20 262.87 572.132 i, 26 1 /2 X 26 i 262.87 i 572.13 __ _..I... ; 6
1 2 X 38 3 ` 157.93 i 239.21 j 157.93 323.48 157.93 1 343.74 1 157.93 1343.74 ' 371.61 i 557.41 ! 371.61 557.41 i 557.41 1
H3 / /SS 50
5 8 97.25 i 97.25 i 1 13.20 i 131.51 113.20 - 1143.71 1113.20 201.45 266.35 ; 399.53 1266.35 ! 399.53 399.53 1
H4 6 1 /2 X / . _ -- I i 353.55 353.55 1102.59 ' 100.17 143.81 : 235-•70 339.42 , 235.70 1
H45 6 1 /2 X 56 1 /4! 69.43 169.43 193.89 93.89 100.17 207.
10 236.83 1207.10 ! 310.65 1310.65 1
HS j 26 1 /2 X 63 48.44 48.44 -_ i 65.51 65.51 71.58 _t46.
9:8:: 7_
1.58-i-8-8_01 i 1.00.34 146.
98 165.86 1 65.86 ' 155.44 155.4.4 217.11 1217.11 267.38 1
H6 26 1 /2 X 72 }31.79 ; 31.79 42.99 142.99 2
I26.53 126.53 I28.99 28.99 • :40.64 140.64 I95.93 195.93 133.99 _i133.99 I214.02 1
H7 26 1 /2 X 84 19.62 19.6 F24
237 X 26 ; 216.75 471.75 11216.75 (471.75 1216.75 j 471.75 1216.75 471.75 510 765 510 765 j 765 37
X 38 3/8 122.22 ! 185.12 i 122.22 i 250.32. ; 122.22 ; 266.00 ! 122.22 1266.00 287.57 , 431.36 287.57 431.36 431.36 200.
86 1301.29 200.86 301.29 301.29 7
X 50 5/8 ' 7 3.34 i 73.34 85.36 ; 99.17 85.36 ; 1 87185.36 1,151.91 _ - i '
76.79 ' 74.98 107.65 i 176.43 .254.07 1 176.43 - A264_64 264.64_ 245
7 X 56 1 /4 151.97 i 51.97 ; 70.28 - ; 70.28 74.98 ----r - -} I
1 65.43 74.59 ' 153.96 1176.06 153.96 ; 230.94 ! 230;94 25
i 37 X 63 ; 36.01 136.01 148.70 148.70 153.21 53.2 i '
34.69 148.62 148.62 ' 114.76 1114.76 1131.61 1160.30 197.41 26
37 X 72 123.47 i 23.47 ; 31.74 131.74 34.69 i -i 29.
81 ! 29.81 i 70.36 i 70.36 98.27 198.27 156.97 27
I 37 X 84 1 14.39 E 14.39 19.46 1 19 46 j 21.26 21:"2&. . 1 =___ _ r' ••-
1676.28 1676.28 32
53 1 /8 X 26 i 191.61 417.04 1191.61 1394.49 191.61 ; 417.04 J .191.6 ' '' i 417.0'4 ; 450.85 ' 676.28 j 450.85 , i •.;, ..
J i , r;::': •• •{ 2}.4.14 .231.50 347.25 231.50 , 347.25 347.25 33 '
3 1 /8 X 38 3/8, 98.38 1149.02 ! 98.38 i 201.51 j 98.38 ! 214.14 T.38 . T „ 4 00 1231.01 1154.00 231.01 231.01 34
3 1 /8 X 50 5/056.23 i 56.23 165.45 ; 76.04 65.45 _ 183.09 165:45 ' • 11.6.d7 • ' :..._ • _ i 56.
73 81.44 ; 133.48 1192.22 1133.48 1200.23 1200.23 345 3 1 /
8 X 56 1 /4 39.32 139.32 53.17 53.17 156.73 - i 5 ' 53 1 8
X 63 _ 26.92_ 126.92 36.40 136.40 139.78 ! 39.78 _ 148.91 55.7*6 _..:_flt5_08 1131.60 115.08 172.63 172.63 35 / -+---- . 84.77
184.77 ; 97.21 118.41 145.82 36 53 1 /
8 X 72 ; 17.34 i 17.34 123.45 123.45 125.62 25.62 r 5.92 ' 35.92_ 84 j 10.
51 10.51 ! 14.21 14.21 1 15.53 1 15.53 : 21.77 ; 21.77 151.39 51.39 111.78 ! 71.78 ' 120.8 T 37 53 1 /
8. X ! ` SERIES 1'000 &
1500 FLANGE VERTICAL _'' !'INTERNATIONAL, INC LORIDA EXTRUDERS SANFORD,
FLORIDA MULLION DESIGN' PRESSURE
CAPACITIES - ; i=s r iA;IGE SHEET. 2 OF
2 [TI DES 10
w P R Ss .a?:. dERT T rA,
wIU! L i OVS SFR. i 000 1500. NOTE: A) NUMBER
OF ANCHORS NOTED FOR TAPCON :::• APPROVED BY: FASTENERS REQUIRED .AT
EACH END. ,:., DRAWN HY:: B DESIGN PRESSURES
GIVEN ARE FOR 1.5 X _ CCU i '7 i' DATE:0i/,3 /0? SCALE:r i!L D11KG.: Vh1rLG PO 2
M.
NOMINAL DOOR
SIZE AND
CONFIGURATION
4068 XX, X, XO
5068 XX, OX, XO
6068 XX, OX, XO
8068 XX, OX, XO
10068 XX, OX, XO
5080 X. OX, XO
6086 .XX- OX, XO
8080 xX, ax, XO
10080 XX, Ox. XO
501o0 xx, Ox, x0
60100 XX, OX, X
80100 xx, Ox. X
9068 OXO
12068 OXO
150:68 OXO
9080 OXO
12080 OXO
15080 OXO
90100 OXO
120100 OXO
9068 XXX
12068 XXX
15068 XXX
9080 XXX
12080' XXX
15080 XXX
90100 XXX
120100 XXX
10068 OXXO
12068 OXXO
16068 OXXO
10080 OxX
12080 OXXO
16080 OXXO
100100 OXXO
120100 OXXO
160100' OXXO
10068 xxxx
12068 XXXX
16068 *XXXX
10080 XXXX
12080 XXXX
16080. XXX-X
i00100' XXXX
120100 XXXX
160100 XXXX
8 SCREW INSTALLATION . ANCHOR CHART
DOOR.
SIZE
48 X 80
60 X 80
72 X 80
96 X 80
120 X 80'
60 X 96
72. X 96
96 X 96 '
120 X 96
60 x 120
72 X 120
96 X 120
109 -1/8 X 80
145 1/8 X 80.
1811/8XBO.
109 1/8 X 96
145 1/8 X .96
181 1/8 X. 96
109 1/8 X 120
145 1/8• X 120
1065/8X80
142 5/8 X 80
178 5/8 X 80
106 5/8 X 96
142 5/8 -X 96
178 5/8 X 96
106 5/8 ,X 120
142 5/8 X 120
119 5/8 X 80
143 5/8 X 80
191 5/8 X 80
719 5/8 X 96
143 5/8 X 96
191 5/8 X 96
119 5/8 X 120
143 5/8 X 120
191 5/8 X 120
1 1/4 X
141 1/4 X 80
189 1/4 X 80
11 1/4 X ,9
141. 1/4 X -96
189 1/4 X 96
117 1/4 X 120
141 1/4 X :.120
189 1/4 X 120
QUANTITIES IN HEAD & SILL
UP TO 1 46 PSF TO 1 61 PSF 1O
45 PSF 60 PSF 70 PSF
6 6 6
6 6 6
8 8 8
10 10 10
2 tp 12
6 6 6
8 8 8
10
12
10
12
10
12
6 6 6
8 8 8
10
12- 12 12
14. 14 14
16-: 16 16
12 12 12
14 14 14
16 16 16
12 12 12
14 14 ` 14
12 ' 12 12
14 14 14
16 16
12 12 12
14 14 14
16 16 16
12 12 12
4 14 14
12 12 12
14 14 14
18 18 18
12 12 12
14 14 14
18 18 18
12 12 12
14 14 14.
18 18 19
12 12 12
14 14 14
16 16 16
12 12- 12
14 14 14
16 16 16
12 12 12
14 14 14
16 16. 19
QUANTITIES IN EA. JAMB
UP TO 46 PSF TO 61 PSF TO
45 PSF 60 PSF 70 PSF
g 8 8
8 8 8
8 8 8
8 8 8
8 8 8
10 10 10
10 10 10
10 10 10
10 10 10
12 12. 12
12 12 12
12 12 12
8 8 8
8 8 8
g 8 8
10 10 10
10 10 10
10 10 10
12 12 12
12 12 12
8 8 8
8 8 8
8 8 8
10 10 10
10 10 10
10 10 10
12 12 12
12 12 12
8 8 8
8 8 8
8 8 8
10 1 1
10 10 10
10 10 10
12 12 12
12 12 12
12 12 12
T
8
9—
8 8
g 8 8
10 10 10
10 to. 10
10 10 10
12. 12 12
12 12 12
12 12' 12
UANTITIES IN EA. HOOK STRIP
UP TO 46 PSF TO 61 PSF TO
45 PSF 60 PSF 70 PSF
4 4 4
4 4 4
4 4 4
4 4 4
4 4 4
5 5 5.
5 5 5
5 5 5
5 5 5
6 6 6
6 6 7
6 7 8
4 4 4
4 4 4
4 4 4
5 5 5
5 5 5
5 5 5
5 7 8
5 7 8
4 4 4
4 4 4
4 4 4
5 5 5
5 5 5
5 5• 5
4
4
4
4
4
4
4
4
4
5 5 5
5 5 5
6 7 8
6 7 8
6 7 8
4 4 4
4 4 4
4 4 4
5 5 .5
5 5 5
5 5 5
5 7 8
5- 7 8
5 7 A
ANCHOR NOTES:.
1> FOR MASONRY OPENING W/TWO BY WOOD BUCK USE SAME ANCHOR QUANTITIES
S 1 •r { t1 t:
FLORIDA EXTRUDERS _
INT. IN. SANFORD, FL.
TLC: SLIDING GLASS DOOR
INSTALLATION WITH #8 SCREWS
MINEER• BB DATE 12/21/01
PISEIPLINE:CIVIL SCALE. -N.T.S. Dw& "& FLEX0027
FL. REQ Na 47182 — REV. LETTER: SHEET. -
P nF 2
SHEATHING
BY. OTHERS
STUCCO _
OR SIDING
BY OTHERS
PERIMETER
CAULK BY
OTHERS
INSTALLATION ANCHOR -.00— DOOR WIDTH 4' MAX. SHIM SPACE
TWO BY WOOD
INSTALLATION ANCHOR
a8 SCREWSHIMASRE'Q'D
SEE NOTES) D8 SCREW. 1-1/8 MIN. BY OTHERS TWO BY- WOOD:• -. EMBEDMENT BY OTHERSCAULKBETWEEN
DOOR FLANGE TWO BY WppO SLIDING GLASS
8 SHEATHING BY OTHERS DOOR FRAME CAULK BETWEEN
JAMB HOOK STRIP L
SHEATHING
SLIDING GLASS DOOR
HOOK STRIP
SHIM AS REO'D.
1/4' MAX.. SEE NOTES)
SHIM SPACE
INSTALLATION ANCHOR
1-1/8' MIN.
p8 SCREW EMBEDMENT
EMBEDMENT TEMPERED GLASTS CAULK'BETWEEN P.) DOOR FLANGE a
SHEATHING SLIDING
GLASS DOOR
FRAME HEAD
SHEATHING BY
OTHERS r,
Tor.,V A" 'j 'V I 1 A •
i •j 1 SLIDING
GLASS DOOR
FRAME SILL
TEMPERED
GLASS (
TYP-) DOOR
HEIGHT
EMBEDMENT
O
o 1-1/4' MIN. D
LIBERALLY'
APPLY CAULKING
UNDER -SILL OR
SET SILL IN BED INSTALLATION ANCHOR OF
CONCRETE 3/16' .DIA. TAPCON SECTION
A -A PERIMETER \--
SHEATHING CAULK
BY BY OTHERS TEMPERED
GLASS — OTHERS
STUCCO <TYP.) OR
SIDING BY
OTHERS SLIDING GLASS DOOR INTERLOCK
SECTION
B-B A --*
I STUCCO
OR SIDING I BYOTHERSHOOK
STRIP DETAIL NOTES:
1)
DOOR MATERIAL: ALUMINUM ALLOY 6063. 2)
08 INSTALLATION SCREWS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN EMBEDMENT OF
1-1/9' INTO WOOD. TAPCON TYPE INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT
LENGTH TO ACHIEVE HIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. 3)
INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET. 4)
USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD 6 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-0. 7)
FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE R CONFIGURATION TO FINISHED (PENING. r
B B PLACE INSTALLATION ANCHORS. IN FRONT OF HOOK STRIP AS SHOVN. 8)
GLASS THICKNESS MAY VARY PER REOUIREMENTS 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. ALLOWABLE SHIM STACK TO BE 1/4'. 12)
ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS. A
13) WHERE 'x' REPRESENTS MOVING PANEL AND '0' REPRESENTS FIXED PANEL APPROVED CONFIGURATIONS
ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET. EXTERIOR
ELEVATION j4) S'
OT
ALL EECTIONS
C'
A-
A'. `A'•
BAB
a3SLISTED HOOK STRIPOVEDETAAREAPPLYNONTHIS TO INSTALLATION OF
ALLVER APPROVED LATION CONFIGURATIONS. 12002
2
PANEL
DOOR
SHOWN 15) FLORIDA EXTRUDERS IWO SERIES SLIDING GLASS DOOR IS • SHOvN. THIS PRINT ALSO APPLIES TO 2000 SERIES AND
500 SERIES. REV DESCRIPTION DATE
INI EXTRUDERS FLORIDAINT.., INC.'. SANF.ORD FL. TITLE: SLIDING GLASS
DOOR INSTALLATION WITH-. #8.
SCREWS DRAWN BY: BB
APPROVED BY: ATE: 12/17/
01 SCALE: NTS jDWG #fLEX0027 SHT 1 OF ooro•orn o.•
oonmlrT a APR ICATIOM EMGENEERU+G- INC.. 250 INTERNATIONAL PKVY_ SUITE 250. HEATHROv FLORIDA. 32746. 407-003-0365 rAx'407-9*-0766
r.
PLAN: 1562
VANGUARD/FOX & JACOB ORLANDO DIVISION
GENERALNOTES SHEET INDEX
I. DO NOT SCALE THESE DRAWINGS: WRITTEN DIMENSIONS AND NOTES
SHALL CONTROL. CONTACT THE FIELD MANAGER WITH ANY CONFLICTS
IN THE PLANS BEFORE 5E6INNIN6 WORK.
2. ON -SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL
BE THE RESPONSIBILITY OF THE SUB -CONTRACTORS. EACH SUB -CONTRACTOR
SHALL REPORT TO THE FIELD MANAGER ANY DISCREPANCY OR OTHER
QUESTIONS PERTAINING TO THE DRAWINGS AND/OR SPECIFICATIONS.
3. IT IS THE INTENT THAT THESE DRAWINGS BE..IN CONFORMANCE WITH THE
2001 FLORIDA BUILDING CODE, AND ALL.APPLICABLE LOCAL, CITY,
COUNTY, STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS
AND RESTRICTIVE COVENANTS GOVERNING THE SITE OF WORK.
4. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND
PERFORM ALL WORK NECESSARY, INDICATED, REASONABLY INFERRED OR
REQUIRED BY ANY CODE WITH JURISDICTION TO COMPLETE THEIR SCOPE
OF WORK.
S. ALL 34"X22" AND 36"X24" PLANS ARE DRAWN TO SCALE 1/4" = 1'-0",
EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE
DRAWN TO 1/6" = 1'-0". ALL I'7XII PLANS ARE DRAWN TO THE SCALE
1/6" = 1'-0", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS
WHICH ARE DRAWN TO I/W = 1'-0".
O.N. GARAGE DR. WIND LOADS
BA51C WIND SPEED = 90 M.P.N. (FASTEST MILE)
110 M.P.P. (3 SECOND GUST)
WIND IMPORTANCE FACTOR = 10
WIND EXPOSURE CATEGORY = B
APPLICABLE INTERNAL PRESSURE COEFFICIENT t 0.18
INCLUDED IN DESIGN WIND LOAD)
DESIGN WIND LOADS - WALLS = +22 , -18 PSF
ROOFS = +20 , -20 PSF
30 PSF AT OVERHANGS)
a`'w'e.c..• +w'!•t:.f: ,: J:.0 {'.• :G":y '•.';RrjNa ..-;•h,aw:.rj!_ifra _
a'•.•',••ij i;*'•----s-`'•F'S.i.1aP• r,,y `:=•_.::'aRsl ....+. La. t - ,... — .... ..-.
SHEET NO. SHEET NAME
C - COVER SHEET
Al - FOUNDATION PLAN, WALL
SECTIONS, FOUNDATION DETAILS
A2 - FLOOR PLAN, INTER. ELEVATIONS
A3 - EXTERIOR ELEVATIONS, TRUSS LAYOUT
A3.1 - GABLE END DETAILS
A3.2 - STRAPPING SCHEDULE
A4 - ELECTRICAL PLAN, RISER DIAGRAMS
A5 - PRECAST LINTEL DIAGRAM
A5.1 - PRECAST LINTEL LOAD TABLES
Si - GENERAL NOTES, GENERAL DETAILS,
CHIMNEY DETAILS
S2 - REPAIR DETAILS, OPTIONAL COVERED
PORCH DETAILS
ENGINEERED BY:
NANGARD / D/jr-RjC,4i
FOR & fACOBS ENGINEERI
Oi /m - l irw7
tO7 771 OW Ras teof
ra a inns
Immm a
ter., f wr x
e eree.e.a
arrest•.»
OAK o+.ao+
sheet
1
OVER ' CAD.
OAB. OR VN COX R_A NOIL OR N' COX
WOOD 11mom _
R-D 11SIL 6TRA T 6SWORN AS HO ON 11a166ON114iDA6UTAt1RIOeLAYOUT
DO P.T. MIER DO CDR Do CO ALLIER FASCIACDRALLOVSt7X& SIIBFASCIA OR CONT. OVER 3X& SUBOM
h' DR jnALL C%ot DV COW. ALUt IWCCW. ALUK
DO RFRDa3 OVER V2NMD SOFFIT 0. DRI'01ALL veam SOFFIT
RA DWJI.ATION LOOM BLOCK OV OVEROVER It6 LINTEL BLOCK
1•6 BAR WA•5 BARTWTPRECAST01IN (V • S
K460NW F"m OVER S&COW LtOT 014B1 6 FT OR GREATER
sh' COW. SLAB W cm BLOCK M,% DGOk16
p FUNBVESN OVQ2 6 • ONOON LOCATION& sy Cow -SLAB W CAS SS.L
MIL VAPOR ON FOUNDATION FLAN F03ERPSM OVER 6
OVER. TEi3918'IIZEAT®. HL VAPOR BAIPWR_ MA6CIRY FOUN C%ER
OVERDELLCOMPACTEDFTIl 061 DELL CA'PACIM 7
Au SLOCATIONS
BLOM UPS S
2 / S OARS A—•"--
WALL SECTION: CMU-ONE STORY -MONOLITHIC
sM' CAtG BLAB
OVER 6 MO.
TTEDROVER
COFIPACIED FILL1E01Fcmu
2 • &BARS
r'r1 MONOLITHIC SLAB - CMU
ONE STORY
6 NORJz
CHAIR BLOCK UNDER FRAME
ANCHORAGE TAPCON:
2 -6 BARS-- A-- —A
e WALL SECTION A VANDOW: CMU-ONE STORY
s%- CONG SLAB WFIBERMEW
OVER 6 MIL VM'OR SAF 0M
OVER TREATED CC PACTED FILL
S I.6 REBAR CAR.
GRAflE
X THICKENED SLAB NON BEARING
ENTRY - CONC. PATIOS
QMER BAR
uv 810. Nom 6 BAR
r TOP COUZ<.e
M •5
LBR LINTEL BEAM REINFORpNG
SL.000 to EXT. FPA',E SHEAR STRENGTH x
CCFIEcTION (T(P. SPA=
TAPCON: ' me o o• of
EXP. BOLT: VY ow or—
J—BOLT: Vi• . 4W Oa x fEeT la oRT • QO Zma6>!v
eLotvlCE
UDUSIRlEB)IC2EE Is12 6PEce.
FOR BIT am • TEC 16CAL (•'
I I EXPANSION BOLTS:
RAWLS •
Y
ANQIOR ANCHOR
eIeAR etTZE2ton+
LlcaAUElr+(T
ofa Er®EorlelT I+oL.LOW 1'JLOCK
D/16• hVJ• b16 A
V4• IOA LBA
NON LOAD BFZLWALL
1 • & REBAR CAR. —
Iy CONC- SLAB OV
FIBERI'ESN OVER 6
MIL VAPOR BARRIER
OVER TIWUM-TWAII
DELL CMPACTW FO.
Z DEPRESSED SLABNONBLARING® GARAGE
Sxe LNTEL FILLED IW
U5 Cow.
47- VERTKAL REBAR
SEE PLAN
SINGLE COURSE LINTEL
s.-+
DETAL DDtDIES PPE
PA66NG 11it011GN
6TLi'16LALL DETAL PBLO E6 PPE
SLEEVE ONALL BE PAO6ING TNR[1%w Pw7m
AFAMM Pm
OLERVE
m 2IPE PASS GER 1NAN SLEEVEPPEPA88DC. t TWA1CA1 ZDE61? SWALRC#R
THAN PPE PA06M
tWRCUM
PRODL CT DISTANCPUTOUTINSNC1... ULLOUTSHEAREPiN9¢AR23' w3r 1/2' 1.S' 761 IHS. 1783RA11L-BOLTRAIN.-BOLT 1 24' LBS. 2537 TITS
SCALE • N.TA
t:*W404,,401
1 PIS!/16T SAD.
I
I III
I
I i ill
I I
oI
I
I
I rl
I
I
ra
III
I I1
11
1 Rx I1yr
I SLAB NOTE: I I I
G
I
I
1
FOUNDATION
9 V2 CONG. SLAB mMBIR 1 W N
OVER 6 KL VAPOR BARROt ON
CLERK NELL COWAGIED TMOTE-
RESOTANt TREATED FILL OR
I I
I
I
I
ivaolt
AN
I
I
I
F---
i K a•Daa x
t
L-- _ _--J POM4
I 24W4 Q• 7FIC
I G CaC. PAD I1V
I I 3) 5'1 EN!
I GARAGE R.R I
I
I G x G
3/P 6 •GARAGE DOOR
FOUN A11 PLUMBING
S RIE AR QMW FOOTM ` E ER 9CI LE a W'• P-0'
SV 26' MK SPLICE OVEM-AP (SEE FOUNDATION PLAN
FOR SIZE)
TYPICAL FOOTMCs DETAIL
DF TA 1 J 5 S mictimE
sf:.i'; I.t ;;R=•aw:.cL:•:z__s'. c .71i15 s71aL7uiE NAS e6L DESC:OM TO MWT OR E>CEEn ENGINEERING
t ',.:'i:r :' k. J.w'pR`i-.s::Cl "+.y.•: i:•n •s.:..:i-;::
no
IIO MPH 3 SEMNO GMT WMIDAD t11o2 sN-Im1 = RUL (oq sTww2
OF TIE FLEMOA, 9ALDI16 CODE m01 EDITION. a — INs., s•sa f1e OL a lDf1
Bore a woaea to .I.+•
MAXIMUM SPACING OF FILLED CELLS
11EfiOl M rw aa THAT CAN M250T A ED MPH LOAD
DESIBN HALL FREES E T . 22 P5F
MA16MM N.LE& AB E TBIMN 13N ICLL13W COFE UH
IS a P51. - ALI. Sal TAB.E w
SMUM PR3PEX 1B5 BPARIULLY 6FO UTED BALL •'
M*W MA5C 1ARY 5MCURM ALJ) M •
NPI AL 5 • I.R-LXL2f MOT • R&43 .1 . CA FT. USE
6'-0' TOOL SAACXIB : 4-• CBLSS MAX WS • - lEf
6'-O' 10&L SFW-M - Q-O• TD L O' LBLDS s. E
6%4r IL SPAC00 - L-- 1D'i Wk TEDOAML
Wfi W N 5 CONT. 'V-e IGT. ( (, J Z
UaQ
Z WOioOZ
OQW O
V/— ZJD
O
O
IL A%
v-
d
S11BBt
Al. _.•
O%
KITCHEN A
ScALE- Ware
u
W
KITCHEN B
KITCHEN C BATH D
SCALE- w•.re SCALE- wade
INTERIOR ELEVATION-5
SCALE " V4" "I'-0"
BATH E
ScaE- wide
PRE-ENGINEERED WOOD TRU55ES.
UPLIFT CONNECTOR. SEE ROOI
TRUSS LAYOUT FOR QUANTITY
AND SIZE.
PRECAST LINTEL. SEE LINTEL
PLAN FOR DEPTH AND REBAF
Ib"XIb" CONCRETE
T BLOCK COLUMN NViO2 #5 REBAR. SEE
FOUNDATION PLAN.
APP FIN. GRADE
3 I/2' CONCRETE SLAB 24"X24"XI2' DEEP COLUMN
FOOTER " #5'S EACH WAY
BOTTOM OF FOOTER
TO BE 12" MIN BELOW GRADE
FRONT PORCH SECTION
SCALE: N.T.S.
NOTE:
SEE FW40ATION PLAN FOR
FILLED CELL LOCATION.
ALL STR=nWAL WOOD HEADERS
i TO BE DOUE3LE_2' X IP' IAILESS.
NOTED OTHEIMSE••
50. FT. CALCULATIONS
LNNG 5620
LANAI o t
ENTRY 28 •
oIIER o t
GARAff 39O
TMAL maom we S
PATIO S
TOTALAM. ' `,' 2M 8
F-------
I I
i I
OPT Alt I I
1 nr.nm
51 25 i ii aorta I SW -a OYEZ 6'-8 x 6'-0"
J2/ - I ` I A27J -24) VET I PATIO
EURESS
NOOK
REFr3.
r R.QOA riAroa .
Mass KITCHEN
MASTS BEDRM
RR a.,r,
flat
VFL I CLd,_ O o, an
a, a>IwL
W.LC.i
cArERM n•
rRA GA
was
I
e W 1
L
YIUL RR
RAfO4 O MIIL RRd— cuID4
PNOIG1M19t
1AA1 L
S
Q
FAMILY ROOM
awti RR
1 I rRAraaVv
BEDRM '2
CAM RR
rRA aA
MMt AIR HAMMER TO WVE
Kk CF 4• CLEARANCE CH
ALL HXb AND EHCLOWNE ra
SPACE SHALL BE "K V a" =
UIPM flLW APPLUYCE .oaoeFatn
Kaeaalw
was rwM
w BARMRX a=Rx 1
r RA as VRAM& 1
2-CAR GARAGE
WE RR
RAras .
Oa - r+
c Aoc eb• (•zv -2W PR L++
Er=RE% G
I • II ' (+
FV - v
X v OH a1R. DR. 65d6"
Bm AST
umm OL1
E A TAIL
A E.AR7 F Em OeTAIL . FLOOR ELAN ELEVATION9' ONLY W_&
E - V4". ram" 4
ENGINEERING cod
Tn«es• Ra. ceo swan aew.
t Asano ti qro ' MA
2 8 Z
0
Z
Q ass
W
w O(
X 00
LL
W Z
tfi
I
t
NOTE: SEE TRUSS MFC.'S ENGINEERING AND
LAYOUTS FOR TRUSS —TO -TRUSS CONNECTORS
ROOF IfaM ANCHORAGE:
V Use` (V TYPE ti' (DR M@ICHANIABLE TW FOR TWW TO WWR
WALL OR BEAM WANSCTICHUNSM NM W On49M eE AAMO)
2) USE (V TIIM C'A' (OR MBEGLW AAM E TE) FOR TIWW TO BLOCK1lEEWm6110CROMiFRWANCf.ABLE Tffl4RALL JOIST M&MA R
NU6E'()) led OR(I(! DI a 9 V4• PASELODE CAN NAe. TO FASTEW .LACK
TD NIP GIRDER (Too) e)GABLE TM06M REOVSS (LTYPE 'A' OR (V TYPE V' OMAP AT
4S' oc iRCR1 C86ER OF TRLM6) ALL BILM BELM GWM TRIMS" SMALL BE EMERCONNECTED
6PW%M SP4 61*4Pe'.TOP AND BOTTOM IN APPMGH TOOnER
STRAPFen CH FLAW SML'ATLY. 4X4POSTS, PEONE t2>6P4Y ON
PJ1G7R eO. ;0 FOSTS FEMPE-W-W416 ON EACH END
T) BOTTOM NALOF M M Mft STRAPS eNALL OWMER NEATLY SOERM
WAFFED 1.DOA TOP, PLATE oR NEAnr.F/16T@ED.to VERTIGI-' Ill
m OR•POST Do-ectiv AI:IUF@1f'CF GRIDER AND STlme•OR
P06T BELCUL 40-0-
0ON k
AND 24d H)t r1^'o' P 43
MTTC EOYWALBR FLAY BE SIMU wm FOR NAPO
NAL DES1fJ1ATiGiW BIAS nMAL
MOM &MCFiCATILW FOR WGD
COM"ILICTIM FROM TABLE eEe - %
4AeA AND eFUN - LATERAL LOAD
DEW24 VANES' NAd BEAR
VALUE (WJ ed or
I" w
led l4V
204M ul
J J J K-0-0 r 340-
0 •
I r
643-0
Y I U
Ili 9:yA V SCALE - V4%
r-& coFV. OWNGLES
ROOK
RUN
sr°
FIMGRADE
e' o'
Iraae BeAReIG
iRUSe BEARlYa
FW "TM
TNT SIDE
E1 Ev. FbM CNRT SCALE -
V4'-
1'-0' GF FAXE
VENT (T(PJ ROOF FRCN
5 c4ty.
4W.
A.
ESY— — 8104GL.
ES
i M
MOMOE I^Isoon
Ronson L
Ili—Iiii
J g09R PTA201Rf
K#AaRT &vim* HASORT Rm mm
now FLOOR & ROOF
TRUSS LAYOUT 1H]WRICANE FRONT EL EVATION "A" 1LTs . _ ENGINEERIN
P4 m
townRla s.eommw rni ewe a •
eosml RI Qele a zQ
O
0
E J wU)
J N
W 0
W 7<
w
w r
J
Q
N
co
it
t
ti• OPACNO>S
071E6PAgID No
L• BRACE
VW
i • BRACE
0)2"
V BRACE
B)ba
V ISPALE
IL' oW-' - r-s' ra' - re r4 - r-0' rO - V
3P 04r - r4 I 4 W. - &' W' I 6'41r - r-W r-b - r-w
tKM -L- BRACE rWT EMEND AT LEAST ens W UW LBIGNT
ROL! S ZATNN6 OVER Im
GEE NAL61G ZCWW
BACOLAL W 42)16d NA"
II \\ II // I w.oft
i• BRACE TO o" AT LEAST I OR W. Wx
SM OFSEED LE)GTN (SEE TABLE)
hA DNCa BRACE • 4w or -
Mr (4) ION NAlA . EA DOIFMTX0BATS
I
I "am
I'VI
16d NAILS • 4. OL
co
OaZ
WW
W 0
J cl) m in
Q 5C7
I—
PANEL • AV DOIBLE LUM • GABLE E DFOR
1
POR tIE rU Rate OP 1F61S6ESRPOMIEAENDf7WCAL .. W N 5 N EAd CCR6E
ATTACHE W rt) Nd TODLILS n t w xS• YEDW
ANCHORS Sr OAc C'ONTWpl6 BEAAN6 -
GTP6U1 ISALL
t,m P.T. (L) 9 VERL BAR CABLE END BRACING DETAIL tI!
FOR EXACT LOCATION)
MV 6PEED IOD MPµMEAN WALL IEIC/IT 16' TO DV-W t S
A SECTION:
Ali
sjGABLE11aHSS6MEAINN6
GABLE "aloe2a4BPpKEORBETTER &MOON A!S . S'-O. OL 1 6 p6 CIDOR
LN LEDGER TO nATd BO"OM
LATERAL BR4GES . 4'-0' 7x1 OPTa)CE OR BETTER V)' WSr
CHORD SLOPE OF 6CJ66OR Imm
idAf"
KW.. AV Or- 2i4 LEDGER TO HATCH BORON Or- AtTAd ft) ISd TOBIALS OC-LATATfI BRACES • 1'-0'WRAP TIRE 4>' AiACN
TO WBp OA1111 C)b1ER6 CHORD SLOPE OP SC WR lia)SS Ti4 BLOOCI)D • Ie• OL OL AITAON N 16d TOBIA6.6 4e' OOLJ W d MA L$ r OF (
t) Wd NALD E ATTAd f0 OEBS 6L1N CLWIERS L.• BRACE ;t IM
NAGS • 1. Or- • 4. OL t E
m IOId NAL& OF ()) IOId NASA ATTACIaFDW EIppppNALS11fRC.HL . 4. OL TfPICAL ION NA" . 4. OL W 6 IHs
P.T. 66L O01lLE LNIEL . GABLE DO W
N 9 N EACH COIEiSE two ORIIIIALL NALERI" TOP PLATE9 VER. GAR(SEE
ELAN FOR LOCATION)mm
aye i SECTIONGABLEIDSWISTYPICALGABLEATTAC4MENTTYPICALGABLEATTAC4JENTiG66r" -L' SPACE MAL B SECTION TO CONCRETE END WALL TO WOOD FRAMNG END WALL tt D0161.
E t' BRACfi DETAIL LUM TNIS bWALLATIC/ B N APP"ION TO tkM IWO SITALLAIION is N ADDITION TO BRACSI6
RE41IR91EH a OF IRIM MIANFACIVER BRACING, FAICAM091EWO OF 11406, MLINFACYWR R 6 Ei dW
r.. e.
eara...aN1o. NIMN.
Id W. w WKR/
CRNE I°` B'=1O1 ENGINEERING
1A
LR men AOrO6E Noun IL 2" so"
A Mwom F" 4=6 A3.
1 MAY
28 4
SiRAFP I NCB SGHEZ ULE - 5 I MP5ON
SYM PRODUCT DESCRIPTION COMPLIANCE FASTENER-5 VESICMAX. LO D5 (1-1 LIFT
SPFP)
A META18 CONCRETE STRAP SBCCI 9603 1)DI 14-10dx1.5 2 I 10-16d 1500 1495
B HS HURRICANE CLIP NER 393 422, 432 4-8d, 4-8d 1485 455 265
C MTS16 TWIST TIE NER 413 14-10d 3116 1000 860
D LSTA30 STRAP TIE NER 413, 443 22-10d 1670 1670
E HUS26 SINGLE FACE MOUNT HANGER NER 393 14-16d & 6— 16d 10000 1550 1110
F HUS26-2 DOUBLE FACE MOUNT HANGER NER 393 4-16d & 4-16d 8033 1080 775
ML MBHA3.56 7.25 MASONRU HANGER 8" SBCCI 9603 18-10d, 2 AT 3 40 x 8" 5955 1885 1355
MH MBHA3.56 9.25 MASONRY HANGER 9.25 SBCCI 9603 14-10d 2 ATR 34"0 x 8" 6050 3145 2260
MG MBHA3.56 11.25 MASONRY HANGER 12" SBCCI 9603 14-10 2 ATR 3 4"0 x 8" 6050 3145 2260
0 HD8A HOLDOWN TO 3" WOOD NER 393,469 3 7 8"0 A.B. 28667 6465 4650
0 SP4 TOP PLAT ANCHORS 4X NER 432,443,499 6-10d x 1.5" 2917 735 530
R SP6 TOP PLATE ANCHOR 6X NER 432,443,499 6-10d x 1.5" 2917 735 530
X HGT-2 HEAVY GIRDER TIE DOWN NER 432 8-10d & 3 4"0 or LBP 5 8"0 28333 8665 6485
AA BC4 POST ANCHOR & CAP 4x4 NER 421 3-16d & 3-16d 3100 980 700
BB BC6 POST ANCHOR & CAP 6x6 NER 421 6-16d & 6-16d 4700 1050 750
CC BC46 POST ANCHOR & CAP 46 NER 421 6-16d & 3-16d 3100 980 700
GG HTS20 HEAVY TWIST TIE NER 413 24-10d x 1.5' 4430 1450 1245
II HD2A HOLDOWN TO 3" WOOD NER 393,469 2 5 8' 0 12150 2775 2000
MM HETA20 HEAVY CONCRETE STRAP NER 393,469 1 I 14-10dx1.5" 2 ly 14-10d 1735 1495
LL IHHETA20 CONCRETE STRAP NER 393 469 1 I 17-10dx1.5 (2)ply 15-16d 2130 1860
00 IMTT28B HOLDDOWN NER 393,432 24-16d AND 5 8" OR 3 4" DIA AM— 4455 4455
V
CC)
Ln
r
J
w
i
downbr. dadaft
ENGINEERING
4m no(4m 7wom Shoot
rA a unu AVAMW vMW R avu
sole a Meaeo rry ..,..
A3.2SAYair
I
LOAD TABLE MODEL 562• LAKE COIAiTY
2 I RANGE 4" 2/P 8 loom
2 1 DRYER 30A 2/P 10 5w
1 DL51#1K%M 20A UP Q IT00
I RRATOR 20A UP Q 540
I DISI'06AL 20A VP Q 540
I I I W461ER 20A W 12 ISM
1 1 1 SHALL APPLUWCE 20A UP Q 3000
b b QENERAL LIG fIMG BA UP W 6216
GARAGE DOOR OPENER SA UP W ISM
b PADDLE FA45 (16) DA W 14 500
SUB TOTAL(WATTS) 30 %
1 eL WOW WATTS At W% 10000 WATTS
f014H)ER 40% OM W4tT5
AC, 30M WATTS 3000 WATTS
TOTAL 21238-240 WATTS
TOTAL LOAD A" 68.4% AHPS
SERVICE SIZE 60 AMPS
LOAD TABLE MODEL B62
ITY BREAKER CMDUMM LOAD
2 1 RANGE 4" LP B W
2 1 DRYER 30A 2)P I0 5
I DI5NLL49 m 20A UP Q W
1 FURrIERATOR 20A W Q 540
I DISPOSAL 20A W Q 540
I I U415NER 20A W w0 .
2 2 SHALL APPLIANCE 20A W Q 3000
b b Lr*M 15A UP 14 586
I GARAGE DOOR OPENER 6A UP W 600
b PADDLE F445 (Ib) DA Vr W Iw0
SUBTOTAL (UATTS) 30)95
1 A WOW DAM AT IM 10o00 WAM
FelANDER 40s< OJ52 WATTS
AC, 3OW WATTS 3O00 W41TS
TOTAL 2U 52-240 WATTS
TOTAL LOAD AHPS WJ3 A"
SERVICE UM 60 AMPS
2 / 0 SER GABLE
RANGE W3 W cJ
DRYER 10/3 115
SHALL APP.12/2 W5
LIG14TMG CIR 14R4 US
TO PPL TRANS I
8' GROIJm ROD
ELECTRICAL R15ER DI AC-7./50 A 4 WIRE 5ERVIGE: 1562
r 2' VAR
1 IR' VJR
COMB. UI+V
TUB 1 V20
2 20 K.S.
LAV 11l1' 3' ac.
1 1/2' LAY 3
3
3
3 Y
2° .
2'
3'
WM.
2°
PLUMBING RISER 1562
O.::
NT5
CAME
ENGINEERING
a II 7F44= IM 14M ar"M
A II IbID "SWI= YIN IX N. 3DtI
so" a mm iq 4mo
ELECTRICAL LEGEND
cw%m Fey^.. 0 woum FAN
m vmr ma 0 oax oereclae
gyp oue: FIIow FpG o sax CEtBCtDR1N.l FAIR)
onwrwarler
b snua FSL 0 rulctal eooc
ob olEu
ROM AMM
F—I RDOIMKW FIX
f sow N--N %bkK L sam
7
WT IIIrm J( FIOOD LYIR
W.00. cmm Fa
esoRa
corFe ee.
IFXENWLW
FECES LY/R IVAPLRPff) NC Vy CElIG FAN PI O
rErmNti
O ea.T PNB
ff(
020
I
ELECTRICAL PLAN
SCALE V4' .P-O'
U)
Z Ix
W W
J J
VUZ
L m
J W j
W w 0-
LL
LU sI
J l;ei
0 ,ffS
S i t
CC) Hui121#
Inn]
dm%podbr.ti
s°ngcdlow In
chm~ yr. w
sheet
A4
oF
0
Q p L
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5
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ad
N c
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IK
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U
0 ILIE
111111111
rid. A d rd :rid f A d r d r
C
a M
t^m t_WGT41562 LINTEL SCHED.
LINTEL'
NO. LENGTH TYPE COMMENTS
L 1 11'-4' 8F12-IBAT ALLIED LINTEL, A-13
L 2 11-6' 8FI6-IMT ALLIED LINTEL. A-5
L 3 4W 8FI6-0114T ALLIED LINTEL, A-3
L 4 4'-6' 8FI6-(3BnT ALLIED LINTEL. A-3
L 5 1'-61 8FIEr B4T ALLIm LINTEL, A-5
L 6 11-6' BF16-184T ALLIED LINTEL, A-5
L 1 4'-6' BFIEi-OBAT ALLIED LINTEL. A-3
L 8 4'-6' 8F16-0BAT ALLIED LINTEL, A-3
L 9 4'-6' BF16.OBAT ALLIED LINTEL, A-3
L 10 5'-4' 8F16-0114T ALLIED LINTEL, A-4
L 11 9-4• 8FIErOBAT ALLIED LINTEL. A-4
L 12 4'-4' BPF14-DEy1T ALLIED LINTEL. A-3
1 F-11
i a
fill
Wp1
s 1s H
rid4A dr dr
w
Q
2^@ ff AGI Q91 iiJ 9 1€ 4
to.
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R
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1N 111 to r O4 Nmf D
Ito
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a
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i : ! '! FtF9 M At tOP F . F&I" MW f%%= / D • WMLED
Ml N I O'D r dWNifflf OF 91®i:1R At
Vr CLEAR I aarta+ ELF MFl cavrtr
tliL 8FI6—IE/IT•-
j
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o '
At BOrfQ1
8FI6—IB/IT 8FI2—IB/IT 8F8—IB/IT • • OF L fM CAV"Y
9/s• PFiOVE4.MIEL
w NOr•IAL MDTH
TYPE DESIGNATION
LINTEL SECTIONS
8RFI4-05/IT 8FI6-OB/IT
LINTEL SELTIONS
L8' L7 L6
L5
L4
L3
L12
L11
L10
L2.
ENGICAMENEERNG
R = io d g P
PA pl gems aar0ll[ swct w m+.
Ed I ,
p
L1
jvj DIAGITEL _ LN2 , rr
c tI
pp p
ep IL SCALE: 1/4 —1/4'
AdfA d rd c w= VAME& AS FEEL TABLE
9
3
Igl J;J1Jk I
i I,
t p p
o a T E 'Hilm51
111111?c 8q P111111111
it
iC N N n N
1+fixN-.1Sic[ R_
nma
wiiii<
L9 1562
W cle
0
Z
x
Hon- . Z
o 114 gsu
Sid LLLL.
W
LLI
LL
0
N
rs
r by a...
yra..a.IF. dre.
eer.... arc
m uo+ sue.
016
elleet
F
Ct _.
4
f
j - 4 •• ' t
NOTES: CAST-CRETE SAFE LOAD TABLES
MATERIALS • I FOR GRAVITY. UPLIFT do LATERAL LOADS
1. Ft preset trdeIs • 33DD
3 Ft tntets • smo
rt eseEpsl r u>mn,.mp - a aw 4.
rr.rt M E13" outs orris per ASTMi D +/ mnmm
let amo cogsms& 'e stl,gth 19DD ps+ ry
later p n precast Irdel per ASTT1 A615 COW.
Fetd FAQ p13 ASTH A615 ER40 Q Fes. 6
slr T per ASTM A416 gmide 2'IDlog rEfrx tol+ 1,
l/32 14fE per ASTM ASID. a
ltrta per ASTM GZ10 type M or S. GENERAL
NOTES 1.
Roves full IM b1l cM bad Jost& 2.
51ve F+I d Irdels as regalr ed. 2LamWbtonofIntelmist [O+ply +4dh the crdld-b-I tvostrMumldn>r4219L 4.
Lntels ai MM*Mhred 1,61115-1/2" "gr-trh- Ot Ue 0 tO
LL[ 3lIWM CW VBtICDI Cell renfQCrg and qrmlmg. All
Irdefs meet ar•e1¢eed Ivertr-N defFaLten. maept Intels Il'-4'
ord li gto math D IM Mr01 hl!gt of 8• meet Ir exceed I ABD. 6. Bottan
fold cdded lea to be krz"!d Ot U1e bMtae 17f peIntel [Ovtt T. v3z•
doll l ra
a
straps are 44ek2W to the bottom steel Fa• methrnrnl S.
Gast-
n-pkxe not to proved in talpmde Intel n leu of comr+
ete n ao" Inds. 9. SDFe
Imd rotrgs bared an rat[nDl d gl alalT55 perACI 31B oIdACi53DSAFELAD
TABLE NOTES 1. All volie5
booed a1 mmflLn 4• tffit>j. E=ept09, 5We NXICIS FQ Wllled Intels n%rA
be rimed tri 20% if t Z leap fs less than 6412'. Sole woods Fa•
all messed Intelsoo bed an 8 rcmroltees ig. 2. N.R. - Not
PatEid 3. 5ofe Ia2ds We
totol saperaposed otlomble bw an the uxtcn speCded. 4. Safe hxxu trassarl
an Lf cde 40 a• Bode 6D fold rebr. S. Aentr2nol Iateml kod
ccpatltT Con tlery++r4ar+ t> the 0e5g113 tri provdrg od CMI retftMed MCM0rrT
C>baye the Precast Intel. 6. One 01 . EW "to
Wmtehaw far tr+o 65. eM s in 8' Irdels anti. 1. The de5gMr m31 eVOWLE!
COME .trUted k--K Fran the 5We load lible5 tri 1101Culat03 the mrntmun resr." .
1-M. and sheer of d-o" From the Face W suppa-t. 8.
For corp&Ae Intel
he not shomm use sWe lmd from rext 1o+4er hegtt. R. All SWe IDodS n
tuts Of PDOXIS per IreQ foot. 8" PRECAST W/ 2" RECESS
DOOR U-LINTELS GRAVITY LBG11F ewsa 4'-4' (
521
PRECAST 60
19e2 3954 492% Sr04 f &D Ie21 94Q 4992 644 7441
946 n 4'ia' (54') PRECAST gl
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6m 5e14 6@i
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199 Mi. 2m 2 z
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r-w 19D) PRECAST 666
T11 fin 245a 2944 343i,6. 9T1 swz 662. 5a329''
AI611;3iJLST 420®4 942W4DesSM92D399598" PRECASTW/ 2" RECESS
DOOR U-LINTELS UPLIFT LATERAL TYPE UE siw
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roes 245D RMEE VALUE BY 15% FOR
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6EiB Sai 9'-4' (1121 PRECAST 513
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4® 5121 ID'a f1261 PRECAST 462
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ST3ia21MMEMm41416l4D
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MD I 031 rigD GO REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR I NOTES: ALLIED LINTEL TABLES MATERIALS
d INSTALLATION I. rear
n pretest I/
gel E.%-0 per AST" A615 2., em in pcm Ram
GR40ASTM AbI5 R Ft for ecmt Inteb •400psi
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FILL OZ
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GRAVITY
SAFE
LOAD
TABLE FOR 8' CONCRETE 'U'
UNTEts LINTEL N0. LENGTH owFI LED FLED FILLED enx En
nu ED FILLED FIREDFILLED A -I 21D' 6549 6251 ID125 12DM 12DOD LMM 120DD
I- A-2 M. 3838 3858 52M 8552 11440 ROOD 12DM
12DM A-3 4Ti' 2D81 1914 3a61 4616 61B6 12FA I
9924 A-4 SID' 1128 IDBD 181D 2483 3336 3413 46M
SEW A-5 IW 902 ID56 1844 2542 3294 4D29 41M
5522 A-r3 9'4' 656 Gab 1112 1534 1994 2436
2902 3946 A --I ID8• 489 483 841 1110 1$22 IB51
22n 2556 A-8 Ira• SD2 612 1125 ISM 20D2 2455 29SO
3389 A-9 12W 421 AIM 900 1224 lbD4 ME, 237D
2121 A-1 134• 393 419 TH am F& WA2 21324
2941 A-11 HD• 342 313 690 995 1233 ISID Film
2O41 A-12 14+8• am 334 bO 842 IIDB Eat
G24 IB79 A-13 rr4• 212 2E5 43a fill BOB 988 lea
am A-14 19'4• 250 395 4% e® 1138 MM
1698 RBD A-15 2OW 225 365 413 T84 ID52 EM ISO
me ALLIED UPUFT AND LATERAL SAFE LOADS FOR B' CONCRETE U'
UNTELS LINTEL NO. LENGTH e•xs• UNFILLED e'xe• IVIED e•
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s' FILLED e'xW FILLED M4'
FILLED e'
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LATEM UMDexe FILLED A-1 M. 3QSs 3150
9R4
IDOOD M=
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SIM 1948 M A-5 T6' 345 313 1421 19•IB 2552 394
31a61 46M I 661 A-6 9.4• 225 252 934 12% IWIS 2D5R
2542 2941 423 A-1 93b' 05 2D9 1% 049 BM 1662 2025
2341 329 A-8 IN' 333 333 B52 911 1110 1452 I'
M 2028 451 A_q 12V 241 252 Ells ViO 991 1232 1464
1695 an AAD 134' 253 259 50 103 B92 1139 131H rM9
320 A-11 1413' 225 324 413 E62 824 ID28 IF%
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A-13 IT4' H5 253 351 AIM am Es 042
A-14 144' 04 Z14 3oB 420 525 Em, iB
A-15 20D' n4 203 296 405 5D4 I 6ao
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sheet
I-
A5Of:
F>y OCK.M REQUIRED: PIWADE 2X4 BLOCKING IN TI$
FIRST THREE FRAMING SPACES AT 48" OJr, RBUNDER
TO BE BLOCKED AT cW O,C. OR RAT RUN.
EASilN FASTEN FLOOR SHEATHING TO FRAI1M W/
NITTN 8d COI`T10oL4 OR Sd HOT DIPPED GALVANIZED
NAILS AT THE RXLOIWNCO SPACING:
1) 6" ON CENTER. -At ALL PANEL EDGE FRA IM
2) 12" CH CENTER AT ALL NTEFFtWIATE FRAMNG
FLOOR FRAMMGAAWOU•N • 24. O/C)
Z BLOCKNNG a 48" O/C MAX. IN FIRST TWREEFRAMINGSPACESaW" O.C. THEREFORE
FLOOR BRACING AT ENDWALLS
HQr, F A BLOOD DIAPNOACd1 ZCME b CALLED FOR ON ROOFPLANPROVIDE2x4BLOCXN6 • ALL PLYUVOD PA EL EDGES d
MALE • 4' OG FOR BLOCKED DIAPHRAGM ZONE
6d MAL6 AT 6' OC. OR
Sol NAILS AT 4' Oa OR EOILALIVALENT
ECUALIVALENT PMETIAIC rNISMATIC NAIL AT
NAIL AT SUPPORTED EDGES 'p SUPPORTED EDGES AND
AND BLOCKING.AND 0' OL G' OC. GE FIELDFOROTRFIELD
FOR SHADED AREAS AREAS OF ROOF OF
ROOF ---'---"' _-- -..._.- -•- 1
1
F
O
TAG'
OSI3 SMEATNING OR
IR' Cox TYP.. . r
ROOF
SHEATHING NAILING RSN
PATERN DETAIL 001EACH
2X4NAIL TOTA6oMEMBER
CHI
lAV
SOLID ROGF
1RUSB 0615 OR V)' Cox FRAMING
CH1TE0CHIMNEY 4'-
0' C4IP04EY
Rao,.
Ra'A• IO:
bn (YqR SADDLE
MC10=T HATCH
ROOF SLOPE W
W) W110d MAILS OMLL
611DS N HEADER C'
W M-ISId MA" r. BOTTOM OF MEAC MEADER
2)
2fd0 aV V)• CDX FLITCH ROOF
FRAM MEMBER SEE
CCIdECIOR CHART SCHEDILE
FOR TRINES STRAPS)
DABLE
TOP PLATE V*-
Ow OR CDxNALPD
av Wd GALV. 4.
Or- EDGES AND IT'
Or- FIELD 2x4
P.1. WALL STD W(3)
V2' DIA ANCOOR BRUITS
to BLOCK VVY
DIAL
x 6' ANCCR BMTO
EMBED 6' MM INTO
FO!®ATl W C ( Y101N8'
UASNERS, LOCATED
UIWN 6. OF EACH
END A ID 32. OC. cM'
m) to tale MA4 8 • BortM MAX ELbfluERE OF
WALL M IEADER SIM Act P.T. BOTTOM PLATE v
STRAP EVERY OMER SnV TYPICAL
FRAMING AND CONNECTIONS FOR OPENINGS xlb
P.T. 2X6 WV)' DIAK •J' C
MWfTYP) BOLTS . 46' MAX III; 1R68
6' EMBED. (TIP) 7
Be/•a ., o 2X4
P.
T. ZX6 W( V,' DArt '
J• BOL75 A4W
MAX W) 6' EMBED. (
TYPJ DETAIL:
TYPICAL JAMB FASTENING e
OVERHEAD GARAGE DOOR SCALE:
N.T.S. IN
SADDLE
CRICKET 0 -?> CHIMNEY
TYP. DETAIL N.
T.S. am
MESEREQRRE'®A'6APPLY FEN
WIIDOUV DOOR tANFAGTURERY
FASTENaY ETHOD
15 NOT SPECFIED. Pt
a BU[:KS FOR WPIDO16 AND DOORS U
MANIF ACTIMRS INSTALLATION 2)
ALL WNDOU SN1MlS MUST BE FILL WIDTH
OF SASH n
2x BUCKS FOReI00016 AND DOORS U
INSTALL 3AV DL#JETER SELF TAPP6Y LONGANCHORSEIGHT (6) NO -ESMAX FROM
005 AND 24' ON CENTER MAX av
I V4' MN EMBED. INTO 131.00C FASTER
OA/DAIYDOOR TO PT BUCKS PER
M14PILFAC:TRERB DOT.ALLATONINSTIaCTCHA
T)
ALL WaDOD 6MM9 MUST BE RILL UDT4
OF SAAR TYPICALBLOCK
OPENING DETAIL FOR PT
BUCK FASTENING AND 35 PSF RATING) (I1/20/03) TOP PLATE
I ROW
OF 2X4 BLOCKING.
CABINET METAL
FRAME
WALL U DETAIL :
TYP. BAR TOP I • L _
J tV 1HRUEY• SECTION ':- s :-a •.r.-: iy' 7' '- •:.
1:. +sue" .`Jt tf.3Y.':"".y 'r- • _ 4,.-N'-..F/ t..J>.:,-•:.• . H . :C'. .;,w . .Y.. . 4 •t•a.--r., y Q-.t,• I i::.
v..•::
p•} time .. .:.. :P .. ..-•.y .- .... Tr1 .Y..<:..:. •. GNIMNEI DETAILSiINCHIMNEY
DETAILS iN5 EXTERIOR
WALL SHEATHING NAILING PATTERN
DETAIL GENERAL NOTES
GENERAL L
LJV£
LOADS. ROC' 20p
r FLom 40F*r StAM 4OW 2. WW
SPEED WN+ Lx g+(+ 3. ALL
WOW TO BE NACCORDANCE WITH THE FBL 2001 C VIER 16. 4. ONLY
RMTTEM C AW.Eb APPROVED BY TE ENGINEER SMALL BE FERI"ITTED. CONCRETE L
ALL
WOW TO BE N STRICT ACCORDANCE UM THE AC 30 2. MIX
DESICdH CRITERIA. ALL CCN161E
TYPE I POWLArD C:@EQ. (ASIMC BO) CO•pRESa1V£ 61R MIW . 28 DAYS SMALL Be 25pN FOR vFOOTIM36 AND 3000
q1
EBE7tIaEPE NED TER C7TTEHt RATIOBYBEKirr•FDLLomD* MCA-:AR2'•:AIR':) oNc C Ob1
O54 30M
ow OA6
SIJR•P-SLAB
ON GRADE 5' OTHER 5' WATER -
POTABLE ' ONLORIM -
NOWE 3.
PROVIDE NORMAL
BEIGMI AGGSWAT:S N COMPLIANCE WITH TE REOIAR9•ENiS OF AST" C
3X 4. FBERI•ESN
FOR SLAB TO BE AT A RATIO OF 15 LOWYARD. FOUNDATIONS : L FOOTING
DESIGN
BASED ON MNrtM ALLOWABLE SOL BEARING FRES& OF 2000 Pot. 2. F FOOTNG
ELEVATICH OCC1R6 N D16TiBIMPOIABLE OR INSWABLE THE BYsNEER SMALL
BE NOWED AND NECESSARY ADA OT'EA6 BE MUADE PER MB INDTRUGTIOMS. 3. PREPARATION OF
THE SU86P-44DE TO FOLLOW FIEC IMBIDATIONa AS 017I1LNED N THE GMTEC1NIGL
REPORT. 801L• 4. STEFS N
WALL FOOTSG6 SMALL NOT EXCEED A•SLOPE OF (1) VERTICAL
TO (2)110RIZONTAL 5. CAUTION SMALL
BE USED 0EN OPERATING VIBRATORY COMPACTOR EGIRFIIW WEAR EXISTM STRUCTURES TOAVOIDTERISKOFDAMAGEt0THESTRICItMMASONRY: L DESGK
MATERIAL.
AHD WORIQL4NSW1P SMALL BE IN ACCORDANCE WITH THE AC STANDARD BUa.DING CODEREQIIFETER6FORGONCEIEMASONRY81FaCTRESAC590/AG 930, 2. CELLS NOC.
ATED TO BE FILLED SMALL BE GROUTED WTH 3000 Ps' CONCRETE (S' TO ID' SLUMP) 3. PROVIDE 25'
LAP FOR STEEL • ALL LOCATIONS. 4. ALL CELLS
ADJACENT TO CORNERS. LTD OF SMEAR WALLS AND UNDER CONCENTRATED LOADS SMALL CONTAN VERTICAL
REWCRCIG AND SMALL BE FILLED WT4 CONCRETE S. CONCRETE BLOCC6
SMALL COMPOR 1 TO AST" C-30 (26 DAY STRENGTH wee poU (re-eco pal). LAID N RUWI@G
BOND. 6. MORTAR SMALL
BE TYPE M t ALL RE -
BARS SMALL BE GRADE 40 UMLE66 UNO. WOOD: L ALL
WOOD
FRAMING MID PRE-EWsNEERa:D WOOD MOMS SHALL BE DESI 4M- DETAL.ED. AND FABRICATED N ACCORDANCEWITHTHEPROCEDIRESANDlEQR1EMENT6OUTLINEDHTHELATESTEDITIONOF71ENATIONALDEBTGAN6PECFICATICNSFORWooCONSTIicnoN. 2. THE ROM
Ta1SSE6 SMALL BE SIZED AND DETALM t0 FIT TE DrE31GKNS AND LOADS INDICATED. ALL DESIGN SMALLBENACCORDANCEWINALLOWABLEVAL.IE6 AND SECTON PROPERTIES ASSIC*ED ANDAPPROVEDBYTHEBUILDINGCODE. DESIGN CALCTLAT1CNa OWED AND met m BY A LICENSED PROFESSIONALENGINEERARETOBESUBMITTEDTOTIEENGINEERFORAPPROVAL3. PERMANENT BWDG6G
PEM-ENDICLLAR TO THE SPAN OF TE MABSES SMALL BE PROVIDED AS REORFED BY TIEMWMVWFACIIRERTRUSSMAmFACTIRERSMALLPROVIDESTATEMENT714ATBOTTOMCOORDOFROOFTIASESAREBRACEDDllRMUPLIFTOCMDITIOM4. =STRUCTURAL LIR•
BER PROVIDE TE FOUCUM40 GRADE AND SPECIES. aCUTNEJ3N PDE SIIRFACESDRYUSEDAT *1 MAX M. G GRADE MO1 OR SPRUCE PINE FIR SOUTH GRADE MOI
5. PROVIDE GALVANIZED
METAL M&WERS AND FRAMING ANC ORS OF TE SIZE AND TYPE RECOMMENDED BY THEMAMFACTNERFOREACHUSENMMNGRECOTIQDEDMAILS• (IRGMES CONNECTORS, OR EQUIVALENT)
t, ALL BOLTS
LC#D FOR WOOD CONSTRICTION SMALL BE A MlMn" OF VJ' DIAMETER AND 6' N LDGTO (ASI" A-
30n) W W MTM 1 V)' DIAML RAASIER UMO. 1. PROVIDE Fi -
AMNG MEMBERS OF LAZES AND OF 6PACRW 61,10INH. OR F NOT SM MIA COMPLY WIN LrSTIY" STD IEIGMHISCHART. DO NOT SPLICE S/ACTIRAL MEMBERS BETIEEN SIFPORTB, A ANCHOR AND
NAILING AS BMONL AND TO 021PLY WIN TE RECOMMENDED MAILNC SCMEDILE RWM ME STANDARD INS!
NO CODE. LATEST EDITION 9 ROOF RMEAT(
NG. V16' Ow OR
1()' CDX SEE DRA FOR
MAU.M PATTERN& VERIFICATION OF FIELD CONDITIONS
L CONTRACTOR aMALL VERIFY
ALL FOLD 00M0IT101H5 AID DIMENSIONS RELATIVE TO SAME M1EM THE OP-AM426 C1T10SBEInEENSMMALL
I I
I 0
T E AARCM1 EFIELD A QRDIONAA AND WECE SSARYNM ADE'PERHIS NSIRLCTION& 2.
FORAMC(OR BOLTS USE
MUGFEB OR EQUIVALENT (A-36 OR A-301 STEU 9. F'Vj DE 2X4 BLOC@&
ON ALL SIDES OF I E RIDGE VENTS WITH ad NAILS At 4' ON CEDER ENGINEER NG t•* A" " me R.
WI YO.•.
n PA m Arno ALUMN dose w
m» AIL N CD to r 0
r•
1
w
sheet
Xr
Y.
M or:
I
TW2lS V.
TIRM LAYOUT
B•FELT OVER C B
W1 oaa =of RUFsE "°°i o Ev
WOOD MAWS ON FLOOR PLAN
STRAPPED ASGWOUN
r LAYOUT iEFINAIE 2-®6TRAP TMB
ODORP'TT. OVER D R/SCEDAR FWISH) 2M EACH SIDE)
w Raw 6ASN PINE SIlgFASClA
GRADE TU OCNIT. ALurL
VENTED SCFFIT
FE 9FM1'L Wrs DBL M HEADER
FCMRD LX2XIo
3TDBEOWSH OVER
HEADER FOR S'-9' PER ROTOR PLAN
9 V2• COW SLAB MAX OPO4W UND.
6 MIL VAPOR BARRIER WA:Iek SH ON wow POST
OVER TREATED 0170D POST CLEA , COMPACTED PER FLOOR PLAN
CQTPAGIED FILL PER PLAN M. OY PIONOLM41C MAPPED W STUCCO
FTC.. TY 2 - 9 BARS / p CONG SLAB FOR POST SIZE
OR OR +S yE FiOpyFt PLFiM•7J
SEE FLOOR PLAN) ' s • FOR POW SUEss
6•
2 PS REBARS EPP ELEVATION 0 REAR PORCH POSTTHICKENEDSLABATSCPSECTION0COVEREDPORCH
K BEARING PORCH POST
MONOLITHIC DETAILS SIMILAR)
ugFT F OF MTS* MN Wd w+nA MK • 3W
FROM MW STRAPS TO PF)Ilt. TAPCM TO CM
MANFAL11FiR 15n WW MACH 61RAP1 MACH SWRAP)
0-131 1 1 4
W.M D 2 1 4
14•
9 AT 46• 134 ' Or_1
PROVIDE (V'S AT 40•
OG VER. AND (2) 9
SELOW EA POST
LOCATION FILL ALL
CELLO WIN nOO PSI
COG ALTERNATE
HOOKS N FWD.
LW IEL BEAMSV N 9 COIT. CHU VERITCAL — 6• cm wuq CDRACEfBULL
XTBLIO SM
p• CURM
COMPAC" OF TM
Mlfil6
AREA 9 • 46. OG \
cm
ATTACH TAPCANS EPMYCROVt
EVERY OTTER HOLE MO FCOflH3 AND TOP OF F00TER
BEAM SV 6• MN F370ED. f4) 9
moM TAPCONS SHOULD BE WAILED SHOW
N STRlCt ACCOIaANCE YM TIE -A _ F•• c = • `•'"" : r .-'a:F' 3;• NOfE EPOD(Y GROUT SHOULD BE NSTALIED N .
o--.•:..•dr ' ryyNpACTIlFiBYS IE'GOT1•BOAl101D - ,>-. rfx' SIRICT ACCOI®A/CE UM TIE 1FANFAC11iiER6•.-••"•-d..., ti:- f ^,ESL'+.. Y.r-••x• f-rc -•.Y. m -j,, fisnT6'C• ti .
MS IAISSED A' STRAP DETAIL MFC MISSED num CELL DETAIL
WIDEIeF*00 FFOOR TF4"v
SR OI
lFE MISSED F1LJ.ED CELLS ClW BE F>EPAR DBYF3'OD(Y GROYfW6 (UPS REBAR (SEE EF'W(Y
PROPERtTEB AND OPECFFCATIQ(S • CONLT4E811rELIONLPLORFINALENf •) DUO BOA BEAMNTOTHEFOOI6KsFORALLFILLEDCF218
SNOIW OI F'LAFM BUT NOT FM.L.ED N THE FFE1D
Fi20VCE 6• MN EMDED. AFC 3/4M HOLD INTO
BOTH THE BOA BEN AND THE Foona
r —
TOP CP BOND BEAM
K BOFOBENT IV
V % COW.
ENGIRCAMENEERNG
FWI n6-am FIR (4m "&.""
mna ALMOM FNaM FL ="O
maws A MOURN FU m+F
F'LNV FOR POET SUE
U9 CANT. (2) SS"IP60N T522 (243OLb. Mx UPLFT) or
2) MWAH 8 RMM (293oLb, Mx UPLFT) or
oFYFas
OWNER
F'RDECE OPEN EN2) SEM60 AD9-2 (.%MLb. max UPLSRI Q NtDOVX.AT Or- FOR
M" SLOPING
N4 POST SEE ll.. GRADE
AWAY DOUBLE T O PLANFORLANTTTYFTiOFt
HOUSE 4 ra -broil . ni
bwn br dm W
areas
W. I
aa.1 014M F+
fit'
REEARfIYP! .+i
i sheet RETAINING
WALL AT PA710 , NOTE.
BRALB 882E OPWALL ;,;^ •'>.=s:' C+E AL for (2r-iG SUBSTITM • S2 " . ADEOUAWLY D1ZiSYl
COMPACTION F'>` ;•t: I ,! FOR
PAW
SEA& LEAVE BRACED 4 for (
1>
tl Ca1RDER CQDgG?ION . N PLACE
FOR 7 PAY& AFTER ]IP 2 n of I AM
SLAB 0 POURED