HomeMy WebLinkAbout197 Venetian Bay Cir (2)PERMIT ADDRESS 191 Vua4%P-144
CONTRACTOR
ADDRESS
PHONE NUMBER
PROPERTY OWNER
ADDRESS
PHONE NUMBER
Morrison Homes
151 Southhall Ln #200
Maitland, FL 32751
407-257-6940
CRC 041929
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
SUBDIVISION V"Mov. SAI
PERMIT # ORV7120S DATE ly
PERMIT DESCRIPTION Ah"
PERMIT VALUATION
SQUARE FOOTAGE
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City ofSanford
Certificate of Occupancy
This is to certify that the building located at 197 Venetian Bay Cir for which permit number
04-725 was issued has been completed according to the plans and specifications filed in the
permit, to wit as New Single Family complies with all the building, plumbing, electrical,
mechanical, as well as City of Sanford codes and ordinances and with the provisions of these
regulations.
Staff Approval Date Conditions (if blank, no conditions apply)
Building:
B. Oden 04/30/04
Engineering:
D. Sweet 05/05/04
Public Works:
R.Buckner 05/03/04
Utilities:
R. Blake
Fire Department:
N/A
Zoning:
N/A
Morrison Homes
Property Owner
05/03/04
C `M. • _Qov o,, ` 05/10/04
Building Official Date
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
SINGLE FAMILY RESIDENCE****
DATE: 04/29/04
PERMIT #: 04-725 Off\
k _
Od
ADDRESS: 197 VENETIAN BAY CIRCLE
VENETIAN BAY
CONTRACTOR: MORRISON HOMES
PHONE #: DANNY 407-948-2953
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
ngineering
OPublic Works
OUtilities
Fire _
0Zoning
Licensing
N/A
N/A
N/A
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
W/0 3q17a,
I..
CERTIFCATE OF OCCUPANCY H-PPWPI1`J' REQUEST
FOR FINAL INSPECTION`Y& SINGLE
FAMILY RESIDENCE**** DATE:
PERMIT #:
ADDRESS:
CONTRACTOR:
PHONE #:
04/
29/04 04-
725 197
VENETIAN BAY CIRCLE VENETIAN
BAY MORRISON
HOMES DANNY
407-948-2953 The
building division has prepared a Certificate of Occupancy for the above location
and is requesting final inspection by your department. After your inspection,
please sign off and date the C. O. or submit addendum if it has been
denied or approved with conditions. Your prompt attention will be appreciated.
Engineering
ublic
Works s=,?— &-- or Utilities
Fire
Zoning _
Licensing
N/
A N/
A N/
A CONDITIONS: (
TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
CERTIFCATE OF OCCUPANCY 1
REQUEST FOR FINAL INSPECTIC o
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N
1
SINGLE FAMILY RESIDENCE****
DATE: r ` ;;. : 04/29/04
1
PERMIT #: 04-725
1
ADDRESS: 197 VENETIAN BAY CIRCLE
VENETIAN BAY
CONTRACTOR:. . MORRISON HOMES
PHONE #: DANNY 407-948-2953
1
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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.
Engineering
OPu lic Works
Utilities
OFire N/A
OZoning - N/A
Licensing N/A
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
LMBC0401 CITY OF SANFORD
Address Misc. Information Maintenance
5/03/04
16:05:35
Location ID . . . 241265
Parcel Number . 23.19.30.5-0000-0820
Alternate location ID
Location address . 197 VENETIAN BAY CIR
Primary related party
Type information, press Enter.
Sequence Code(F4) App Free -form information Date
1.00 CSVC UT LOT 82 ************ 10904
CSVC UT SW DEV FEE $1700.00 WA DEV FEE $650.00
CSVC UT BP 4-7 5 PD - 4 SEE REC 4 4U4
4. n CSVC UT 4 "WA METER SET FEE $190.00 PD - 4 4
5 n CSVC UT REC 4 4U4
6.00
7.n
77M
T. 6
TU70-a
Special
notes
More...
F2 Address F3=Exit F5=Notes display F6=Change display F9=Parcel Notes
F10=Subdivsion Notes F12=Cancel
41 .1
CERTIFCATE OF OCCUPANCY 1 1
REQUEST FOR FINAL INSPECTI 0 1
SINGLE FAMILY RESIDENCE _ P
DATE: 04/29/04
PERMIT #: 04-725 N E o
ADDRESS: 197 VENETIAN BAY CIRCLE 0 N m
VENETIAN BAY O 0
O
N
V V d
C
CONTRACTOR: MORRISON HOMES " o o
ir PHONE #:
DANNY 407-948-2953 The
building division has prepared a Certificate of Occupancy for the above location
and is requesting final inspection by your department. After your inspection,
please sign off and date the C. O. or submit addendum if it has been
denied or approved with conditions. Your prompt attention will be appreciated.
Engineering
Fire N/A Pu
lic Works Zoning N/A Utilities /
OLicensing N/A CONDITIONS: (
TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
4
1
1
1
LMBC0401 CITY OF SANFORD
Address Misc. Information Maintenance
4/29/04
16:47:37
Location ID . . . 241265
Parcel Number . . 23.19.30.5-0000-0820
Alternate location ID
Location address . 197 VENETIAN BAY CIR
Primary related party
Type information, press Enter.
Sequence Code(F4) App Free -form information Date
1.00 CSVC UT LOT 82 ************ 10904
CSVC UT SW DEV FEE 7 WA DEV FEE 5 4
576 CSVC UT BP 4-7 5 PD - 4 SEE REC 4 4 r 4
4. n CSVC UT 4"WA METER SET FEE $190.00 PD - 44
5.76 CSVC
67
UT REC 4 4 T0904
N
7.n
T_.7U
77
r 6
Special
notes
More...
F2=Address F3=Exit F5=Notes display F6=Change display F9=Parcel Notes
F10=Subdivsion Notes F12=Cancel
CON11TY OF SEMINOL[
IMPACT FEE STATEMENT
ICCi)[D DY CITY OF SANFURD
STATEMENT NUMBER 104-75800
DUIL COUNTY NUMBER: __________
UNIT ADDRESS: -/'//-Yu4e7/U-----------------------------------------
TRAFFIC ZONE: JURISDICTION: &A
PARCEL: ----------------
SUDDIVISION: TRACT: v '------------------- ?
PLAT BOOK: PLAT BOOK PACE: BLOCK: _ LOT:
OWNER NAME: ///u/
ADDRESS:
APPLICANT APPLICANT NAME: ___ ________________________________________________
ADDRESS: ___/'____________-___--___---------------------------
LAND USE CA7EGORY: 001 - Single Family Detached House
TYPE USE: Residential
WORK DESCRIPTION: Single Family House: Detached - Construction
F[[ BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DU[
TYPE DIST SCHEDULE DESC. UNIT OF UNITS
DOADS
AKTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00
ROADS
COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00
LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.0o
SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.O0
AM[UNT DUE $ 2,285.00
STATEMENT
R1EC[IVED BY: SIGNATURE: _ ___________________
pi LASE PRINT MONUE\
DATE'. ----' w-`
NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND
ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *=e
DISTRIBUTION: 1-COUNTY 3-CITY
2-APPLICANT 4-COUNTY
HOTE**
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH
ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM PND/OR
EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING
A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING
SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR
OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF TH[
COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING AnPEA'-S
MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE:
1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474.
PAYMENT SHOULD BE MADE TO: CITY OF SANFORD
BUILDING DEPARTME|{[
300 NORTH PARK AVEHUF
SAHFORD, FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE
THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TO?
LEFT UF THE NOTICE'
THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*0y'''
FAMILY BUILDING
Herx chic. Associates Inc.
L a n d S u r v e y i n g
769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808
Member of the Florida Surveying and Mapping Society and American Congiess on Surveying and Mapping
CURVE DELTA ANGLE RADIUS
C 1 90°00'00- 25.00
C 2 90°00'00- 50 00
LINE BEARING
L I S 00a00'17-E
L 2 N 00°00'17-W
Map of Survey
ARC TANGENT
39.27' 25.00
78.54' 50.00
DISTANCE
60 00'
35 00'
I
2 W
LOT 81 W
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Co
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CHORD
35.36
70.71
LOT 83
LI
LOT 82
B GRADING
6.705 SO. FT.
N
24.7 COV
o PORCH
1979
YORKSHIRE -A 6 8'
SINGLE FAMILY RESIDENCE
FIN. FL. ELEV, 1.5.80
C
10
J 65.0 D
40.0-w
S
21.3'
I
CHORD BEARING
N 45°00'17-W
S 45°00'17-E
P.0 P
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12.7' 15.0 f 2.5'
P.C.P.
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14 1 N
P c.P N 00'00' 17-W 273.87 P.c.P. /
REFERENCED BEARING
CIL VENETIAN BAY CIRCLE
50 • R/W) TRACT -F - PRIVATE
CITY OF SANFORD
LEGAL DESCRWTION. Lot 82 - V E N E T I A N BA Y
according to the Plot thereof as recorded in Plot Book 63.
at pages 84 - 88 of the Pubhc Records of Seminole County. Florida
FLOOD HAZARD DATA- The Parcel shown hereon hes within Flood Zone -X-.
according to the Flood hsuronce Rote Map Community Panel Number
120289 0035E.Dated 04117195.
City of Sanford. Community Number 120294)
General Notes:
PR Q Po SE D1ThisisaBOUNDARYSurveyperformedinthefieldon
2 No aerial, surface or subsurface utility installations, underground improvements or
subsurface7aerial encroachments, if any, were located.
3. Building ties shown are to the exterior unfinished foundation surface or formboard.
4. Elevations shown hereon, if any, are assumed and were obtained from approved
Construction plans provided by the Client unless otherwise noted, and are shown
only to depict the proposed or actual difference in elevation relative to the assumed
temporary Benchmark shown hereon
5. The parcel shown hereon is subject to all easements, reservations, restrictions, and
Rights -of -way of record whether depicted or not on this document. No search of the
Public Records has been made by this office.
6. The legal description shown hereon is as furnished by client
7. Platted and measured distances and directions are the same unless otherwise noted.
Denotes %' iron rod with yellow plastic cap marked L84937 or LS3182, or
55- iron rod with red plastic cap marked 'Witness Corner", unless otherwise noted.
O Denotes P.C.P. (Permanent control point)
Denotes Permanent Reference Monument
Certification: Not valid without the signature and the original raised seal
of a Florida
IlconsodLinl,., yor par
This survey meets thents of th Florida Minimum Technical
Star ids as contain61G 1 -6 Florida Admi ;istrative Fode William
A Herx, P.L. S. Flonda RegistarR Land Surveyor No, 3182 Daree
L Prxemienleckl, P. S M, Regisf d Surveyor and Mapper No, 6030 William
R. Herx, P.S.M. Registered Surveyor and Mapper No 6092 Herx
6 Associates Inc., State of Florida LB 4937 ROADWAY
Max
Coverage - 62 SETBACKS.
Front
25' Rear 20' SITE DATA Side
5 ' Corner 15' 1 WiPERV10US SO FT _ :46-1] Minimum
Lot Width 50' LOT 50. FT. IMPERVIOUS
AREA - 3.082 SO. FT. Note:
Bearings shown hereon are referenced to the CIL of
VENETIAN BAY CGiCLE as being N 00°0017-W. Vertical
datum is based on NGVD per Engineering construction
plans by Ned H I I I e r Engineering. hc. Job
Number 2001. Legend
N
Temporary Benchmark O/
S Offset assumed
datum) 0
R B pB
Official
Records Book Plat
Book BOW
Back of sidewalk PC
Point of Curvature C/
L Centerline FCC.
Point of Compound Curvature A
Central or (Della) Angle PCP Permanent Control Point CALC
Calculated P Pape CB
Chord Bearing F. R M Permanent Reference Monument CD
Chord Point
fy Line CMConcreteMonumentP. P.O.B Point of Beginning egiEL
or ELEV Elevation P O C Point of Commencement FINAL
EL Elevation (Measured) P.I. Point of Intersection FD.
Found PRC Point of Reverse Curvature Fin
FI Elev Finished Floor Elevation PT. Point of Tangency IPIronPipeRRadiusI
R Iron Rod RAD Radial Line L
Arc Length RES Residence LB
Licensed Business R/W Right -of -Way LSLandSurveyorTBM
Temporary Benchmark MeaMeasuredTYPTypicalN/
D(NdD) Nail and Disk Fence
symbol (see dra,ng) NRNotRadialX—X- Fence symbol (see drawing) Sketch
of Legal Description This
is not a Survey Droen
by: CM Checked
by: DP Prepared
For: MORRISON Job
Number: 02-017-02 Scale :
1-- 30' Plot
pion performed: 09-29-03 Foundation
Surrey: Finol
Survey: Revisions .
dt?phh t c4,11c i c &P c-0. rt, co iv
CITY OF SANFORD PERMIT APPLICATION
Permit # :
Job Address:
Description of Work:
Historic District: Zoning: Value of Work:
Date: //Z f
Permit Type: Building __V/ — Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS _. Addition/Alteration Change of Service Temporary Pole —V-
1
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 W ater Closets Plumbing Repair — Residential or Commercial
Occupancy Type. Residential Commercial Industrial Total Square Footage 2t7 •
Construction Type: GMLL # of Stories: __Z1 # of Dwelling Units: Flood Zone. _X (FEMA form required for other than X)
Parcel0. 23-l9. 30— 602- 0000 OO ..0 (Attach Proof of Ownership& Legal Description)
Owners Name & Address:
Phone:
Contractor Name & Address: /`J/` 1W/-} WJi1 J///LAIC- / //t/IVC./.)U/V
addl—eis UhoU2 State License Number:
Phone & Fax:
Bonding Company:
Address:
Mortgage Lender:
Address
Architect/Engineer: //jCAI %AJG /
a 1 y ?)
i iJ' 1-. NUV 2 C1 /il(,fhone 7 g1 1Q 7
Address: ol(/ / W d/ /i/G1%/(L l i /Jl/• /i I.i Ol7 i Fax:
If
Application is hereby made to obtain a permit to do the work and instalfajjons.as iodic a 1ceRityji}iat)no itk`'orinstallation'has commenced poor to the
issuance of a permit and that all work will be performed to meet standards of all laws r I tits Icon rat i rin.thi ju{isdiction.. 1 understand that a separate
permit must be secured for ELECTRICAL WORK. PLUMBING. SIGNj vELLS, P OCS IL% , HEATERS, TANKS, and
AIR CONDITIONERS, etc. ;yak YI
I
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 NOTIC5 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 add' ional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of er it is rific on that I will notify the owner of the property of the requirem t of_ a n Law, FS 713.
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Signatu of %vner/Agent ate Signature of ntractor/Agent ate N^
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R44ki i- ti HA4, TE/U5e_ e m
g N Print Owne x Print Cont ame w e
a
U X
pLUSignature o tare o(Flonda ate Sign re of Notary -State of Flori to
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Jam: io
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r0 Owner/Agent is v Personally Known to Me or Contractor/Agent is Personally Known to Me or r0
0 Produced I D Produced I D
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11NAPPLATIONAPPROVEDBY: Bldg l Ly Zoning.
Utilities: FD: Initial &
Date) Initial & Date) (Initial & Date) (Initial fi Date) Special
Conditions-
MARYANNE MORSE, CLERK OF CIRCUIT COURT
SE14INDLE COUNTY
Permit Number:
BK 05112 FIG 0597
CLERK'S # 2003210478
RELORDED 1l/25/?003 08:08:06 AM
RE(;URDING FEES 6.00
RECtIRDED BY L McKinley
Prepared By Daphne Clark
and P.O.Box 784283
Return To: Winter Garden, FL 34778-4283 El!f f E COPY
M-fiRYANNIE MOEtSB
MERK OF CIRCUIT COU"
NOTICE OF COMMENCEMENT. SEM
4;.,
C00
ORID11StateofFlorida.
RV
County of Seminole.
The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance
with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
1. Description of property: 07
Lot Number
Legal Description VENETIAN BAY, according to the plat thereof, as recorded in Plat
Book 63, Pages 84-88, of the public records of Seminole County,
e
Floriida.
Street Address Sanford, FL
2. General description of improvements
New single family residence
3. Owner information : Name Morrison Homes
Address 151 South Hall Lane. Suite 200 Maitland FL 32751-7172
Tel Number (407) 629-0077
Fax Number (407) 629-5282
4. Fee Simple Title Holder: N.A.
5. Contractor: Name Maria Lisa Steiner
Address 151 South Hall Lane. Suite 200 Maitland FL 32751-7172
Tel Number 407) 629-0077
Fax Number 407) 629-5282:
6. Surety : N.A.
7. Lender: N.A.
8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may
be served as provides by 713.13(1)(a)7., Florida Statutes: N.A.
9. In addition to himself , Owner designates the following to receive a copy of the Lienor's Notice as provided
in 713.13(1)(b), Florida Statutes. N.A.
10. Expiration date of notice of commencement: One year from the date of reCA)rqtqN
Date Signed : Signature of Owner's Agent, Maria Lisa Steiner:
Sworn to and subscy0e*before me this by Maria Lisa Steiner, who is personally known to me.
0. A. CLWX
MY COMMISSION 4 DD 214811
Signature of otary: Notary Seal: * * EXPIRES: Jwe27,2007
Sanded Thru e„ dp t Rtry S411 "
F OF F<
LIMITED POWER OF ATTORNEY
DATE: (]
I HEREBY NAME AND APPOINT: DAP4K)C U,,IkeK FEED HOHQ /q0,<-,AV I5TES
EACH AN AGENT OF: MORRISON HOME
TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO
THE BUILDING DEPARTMENT OF:
FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED AT
LOT NUMBER: 52
SUBDIVISION:
ADDRESS:
AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY
TO THIS APPOINTMENT.
MARIA LISA STEINER
NAME OF CONT C
SIGNATURE OF CONTRACTOR.)
STATE CERT. # CR-0041929
CONTRACTOR'S STATE REGISTRATION NUMBER -
The foregoing instrum nt was acknowledged before me this
DATE: v
BY: 4WRIA LISA STEMER
Who is personally known to me and did not take an oath.
STATE OF FLORIDA
0
COUNTY OF ORANGE. uANA EMIRO
MY COMMISSION 9 DO 237175
a EXPIRES: August 3, 2007
BondedThruNotary Pu6YcUnderwmers SIGNATURE
OF NOTARY: NOTARY SEAL.
Seminole County Property Appraiser Get Information by Parcel N... http://w,Nrw.scpall.org/pis/web/re—web.seminole—county—title?PAR...
PARCEL DETAIL • ' . r " • - a Back }
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2004 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
Parcel Id: 23-19-30-502-0000-0820 Tax District: S1-SANFORD
Number of Buildings: 0
Owner: CENTRAL FLA DEV Exemptions: Depreciated Bldg Value: $0
PARTNERS LC
OwnlAddr: #200
Depreciated EXFT Value: $0
Address: 1053 MAITLAND CENTER COM BLVD
Land Value (Market): $11,310
City,State,ZipCode: MAITLAND FL 32751 Land Value Ag: $0
Property Address:
Just/Market Value: $11,310
Subdivision Name: VENETIAN BAY Assessed Value (SOH): $11,310
Dor: 00-VACANT RESIDENTIAL
Exempt Value: $0
Taxable Value: $11,310
2003 VALUE SUMMARY
SALES 2003 Tax Bill Amount:
Deed Date Book Page Amount Vacllmp 2003 Taxable Value:
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 ;
tl LOT 82 VENETIAN BAY PB 63 PGS 84 - 88
LOT 0 0 1.000 11,310.00 $11,3101
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax
IIpurposes.
Q"' if you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value.
zY
I of 1 11/21/2003 2:08 PM
Herx & Associates Inc.
L a n d S u r v e y i n g
769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808
Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping
Map of Survey
CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING
C 1 90100'00' 25.00' 39.27' 25.00' 35.36' N 45°00'17-W
C 2 90"00'00- 50.00' 78.54' 50.00' 70.71' S 45"00'17-EQ
LINE BEARING DISTANCE C. P.
L 1 S 00°00'17-E 60.00'
L 2 N 00°00'17"W 35.00' I Q
LOT 83
I o
LI
cc
I W
LOT 82 F'
B- GRADING to j
r7 6.705 SO. FT. o
ry
O
1^
a
15.0 O
24.7' o COv.
Q PORCH
O 15.3' IU, LL
C
1979 CJ
YORKSHIRE -A 6 B- M 1L Q
SINGLE FAMILY RESIDENCE Q' Cc
o IN. FL. ELEv: 15.8 00IW
LOT 81 Wry Lne 2
W-
M
Lrl
65.0D
40. 0 ' w
C
Ck:
a
N I
6.0'0
O
Ln
o '12.7 15.0 2.5' Q)
oZ 21.3' ui
P.C.P.
I
ti Ln
i
0 - -
P.C.P.
i
0 y
I
1
IL : 14.1 N
N 00e 00 ' 1 7 -W Y 2 33. 87
REFERENCED BEARING
CIL
50 ' R/W) TRACT -F " PR I VATE
CITY OF SANFORD
LEGAL DESCRPTION Lot 82. - V E N E T I A N BA Y
according to the plot thereof as recorded in Plot Book .
at pages - of the Public Records of Seminole County. Florida.
FLOOD HAZARD DATA: The Po-cel shown hereon lies within Flood Zone -X"
accordng to the Flood Insurance Rote Mop Connnarty Panel Number
120289 0035E.Dated 04117195.
City of Sanford Corrnlunity Number 120294)
P.C.P.
ROADWAY
Max Coverage - 62 y
SETBACKS. -
Front 25' Rear 20' SITE DATA
Side 5 ' Corner 15' WPERVIOUS SO. FT. - 46y
A iman Lot Width 50' LOT S0. FT.
IMPERVIOUS AREA - 3.082 SO. FT.
Note: Bearings shown hereon are referenced to the CIL
of as being N 00e0077"W.
Vertical dotum is based on NGVD per Engineering
construction plan by Neel H i I I e r Eii0eerng. Inc.
Job NLrnber 2001.
General Notes:
Proposed
Legend Temporary Benchmark
O/S
O.R.B.
Offset
Official Records Book
1. This is a BOUNDARY Survey performed in the field onYP assumed datum)
PB Plat Book
2. No aerial, surface or subsurface utility Installations, underground improvements or BOW Back at sidewalk
PC Point or Curvature
subsurface/aedalencroachments, if any, were located. C/L Centedme PCC. Print of Compound Curvature 3.
Building ties shown are to the exterior unfinished foundation surface or formboard. a
CALC
Central
or (Delta) Angle CalculatedCB
P,
C P Permanent Control Point 4.
Elevations shown hereon, if any, are assumed and were obtained from approved Chord Bearing Pape
plans
provided by the Client unless otherwise noted, and are shown CD Chord R
P.R.M..ConstructionPermanent Reference Monument only
to depict the proposed or actual difference in elevation relative to the assumed C.M Concrete Monument P.
O.
B. Line
Point
oProgeny Beginning
nine
temporaryBenchmark
shown hereon. EL. orELEV Elevation P.O.0 Point of Commencement fCom 5. The
parcel shown hereon is subject to all easements, reservations, restrictions, and FINAL EL. Elevation (Measured) P.I. Point of Intersection Rights -of -
way of record whether depicted or not on this document. No search of the FD. Fin.
Fl.
Elev. Found Finished
Floor
Elevation PRC. Point
of Reverse Curvature Public Records
has been made by this office. l P Iron Pipe PT. enc
Point ofTany6. The
legal description shown hereon is as furnished by client. I.R. Iron Rod R Radius
7. Platted
and measured distances and directions are the same unless otherwise noted. L Arc Length RED RES.
Redid/
Line
Residence Denotes %'
Iron
rod with &Now plastic cap marked LB4937 or LS3182, or y ppLBLicensed Business r • • S
Ironrod with red plastic cap marked 'Witness Corner, unless otherwise noted. LS. Land Surveyor TBM TB TempRight-orary B temporary BenchmarkODenotes
P.C.P. (Permanent control point) Mee Measured
TYR Typical
Denotes Permanent
Reference Monument N/D(
N&D) N.R.
Nail and
Disk Not Radial
Fence symbol (see drawing) X—X-
Fence symbol (see drawing) Certification: Not
valid without the signature and tho original raised soot of a
Florida licensed surveyor end Map or This survey
moats the requlrem nts o/ a dda Minimum Technical Dr o. n by : CM s es
contained In Ch., 6 f 17-6 loride Administrative C e. Chocked b y : DP Pr#pared
For: kIORRISON Sketch of
Legal Description Job Number: 02-017-02 p This
is not a Survey Scale : 1-- 30' William A.
Herx, P.L. S. Flo ' e Registered L Surveyor No 3182 Plot p ion performed : 09 - 29 - 03 Daree L
Prremienleckl, P.S.M. Registered rveyor end Mapper No. 6030 F o u n o I o n S u r v e y: William R
Herx, P. S.M. Registered Surve1 r nd Mapper No. 6092 F i n a l S u r r e y Herx 6
Associates Inc., State of Fk - - LB 937 Revisions
Herx & Associates Inc.
L a n d S u r v e y i n g
769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808
Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping
Map of Survey
CURVE DELTA ANGLE RADIUS ARC TANGENT
C 1 90'00'00" 25.00' 39.27' 25.00
C 2 90°00'00- 50.00' 78.54' 50.00
LINE BEARING DISTANCE
L I S 00°00'17"E 60.00'
L 2 N 00'00'17-W 35.00'
LOT 81
Ln
P0C. N00°0' -2 REFERENCED BEARING
CHORD CHORD
BEARING 35.36'
N 45°00'17'W 70. 71 '
S 45w 00 ' 1 7 "E C.P.
I Q
LOT 83
I o
L I
Cr- LOT
82
B" GRADING
6.705
SO. FT. PORCH 1979
YORKSHIRE '
A
4 8- I NGLE
FAMILY RESIDENCE IN. FL.
ELEV: 15.8 65.0'
D 40.0'
w CIL 50 '
R/
W) TRACT -F " PR I VATE CITY OF
SANFORD LEGAL DESCRPTION.'
Lot 82 - V E N E T I A N BA Y according to
the plat thereof as recorded in Plot Book at pages -
of the Pubic Records of Seminole County. Florida. FLOOD HAZARD
DATA: The Po-cel shown hereon ies within Flood Zone X. occordng to
the Flood hsurance Rate Map Corrrrunity Panel Number 120289 0035E.
Dated 04117195. city of
Sanford Comr miry Number 120294) 5.0
O V1
to
o
I^ n
w
cr
CL
00
I
W
LL Q' F—
Ch
U
I L
Q co 0)
Z
I O1
CO
N
I
6.
0" \
O 12.
7
15.0 2. 5' U F V)
J
N , P.
C.
P. ROADWAY SETBACKS:
Max
Coverage -
62 y Front 25'
Rear 20' SITED Side 5 '
Corner 15' tv_ER7.VIO_US SO. FT. - 46y Mnimurn Lot
Width 50' LOT S0. FT. IMPERVIOUS AREA-
3.082S0.FT. Note: Bearings
shown hereon are referenced to the C/L of as
being N 00°0077-W. Vertical datum
is based on NGVD per Engineering construction plans
by Neal H i l l e r Engineering. hc. Job Number
2001. Legend General
Notes:
Propose p
IDTemporary
Benchmark datum) D/
S
O.R.
B onset Official
Records
Book 1. This
is a BOUNDARY Survey performed in the field on assumed PB Plot
Book 2. No
aerial, surface or subsurface utility installations, underground improvements or BOW Back of sidewalk PC Point of Curvature subsuAace/aeria/
encroachments, it any, were located. C/L Centenme PCC. Point of Compound
Curvature 3. Building ties shown
are to the exterior unfinished foundation surface or lormboard. a CALC Central or (
Delta)
Angle
CalculatedCS P.C.P.
Permanent
Control Point 4. Elevations shown hereon,
it any, are assumed and were obtained from approved Chord Bearing Pape plans provided by
the
Client unless otherwise noted, and are shown CD Chord R P.R.M..
ConstructionPermanentReference Monumentonly to depict the
proposed or actual difference in elevation relative to the assumed C.M. Concrete Monument PA P.O.B
Pronto
Line Point of
Beginning temporary
Benchmark shown hereon.
EL. or ELEV Elevation P.O.C. Point of Commencement C 5. The parcelshown
hereon is subject to all easements, reservations, restrictions, and FINAL EL. Elevation (Measured) p,l Point of Intersection Rights -of -way of
record whether depicted or not on this document. No search of the FD. Fin Fl. Elev.
Found
Finished Floor Elevation
PRC.
Point or Reverse
Curvature Public Records has been
made by this entice. I P. Iron Pipe PT. Point of Te
n9enc y 6. The legal description
shown hereon Is as furnished by client. I R Iron Rod R Radius 7. Platted
and measured
distances and directions are the same unless otherwise noted. L Arc Length RED RES. Radial line
Residence
e
Denotes %' Iron
rod
with yellow plastic cap marked LB4937 or LS3182, or Y P P LBLicensedBusinessRMr Right -of -Way Iron rod with red
plastic cap marked 'Witness Corner, unless otherwise noted. LS Land Surveyor TBM Temporary Benchmark O Denotes P.C.
P. (Permanent control point) Mae dr as Meue
TYP. TypicalDenotesPermanentReferenceMonumentN/
D(N&D) N.
R Nail and Disk
Not Radial
Fence symbol (see
drawing) X—X- Fence symbol (see
drawing) Cort/l/catlon: Not valid
without the signature and the original raised seat of a Florida licensed Surveyor
and P17-6 This survey meets
the requirements
oride Minimum Technical sas ntained in Cha 6florida
Administrative Cl rMI a 10 Wiliam
A. Herx, P.L.
S. Florida Registered L Surveyor No. 31e2 Daree L. Pr:emienleckl, P.
S.M. Registered rveyorand Mapper No. 6030 William R. Herx. P.S.
M. Registi ind Mapper No. 6092 Herz ti Associates Inc., State
of Flori-- LB 937 Sketch of Legol Description This
is not o Survey
Drown by: CM Checked by:
DP Prepared For:
MORRISON Job Number:
02.017-02
Scale : 1,- 30' Plot toe
performed: 09-29-
03 Foundation Surrey: Final Surrey: Revisions .
Herx & Associates Inc.
L a n d S u r v e y i n g
769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808
Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping
CURVE DELTA ANGLE RADIUS
C 1 90*00*00" 25.00
C 2 90'00'00" 50.00
LINE BEARING
L I S 00°00'17-E
L 2 N 00'00'17-W
o—
P.C.P
Map of Survey
ARC TANGENT
39.27' 25.00
78.54' 50.00
DISTANCE
60.00'
35.00'
LOT 81
N 00° 00 ' 17'W 273. 87
REFERENCED BEARING
CIL
50 ' R/W) TRACT -F - PR I VATE
CITY OF SANFORD
LEGAL DESCRPTIOAt Lot 82. " V E N E T I A N BA Y
occordng to the plat thereof as recorded in Plat Book .
of pages - or the Pubic Records or Seminole County. Florida.
FLOOD HAZARD DATA: The Parcel shown hereon ies withn Flood Zone "X
occordng to the Flood hsuronce Rate Map Community Panel Number
120289 0035E.Dated 04117195.
City of Sanford. Comnxruty Number 120294)
CHORD
35.36
70.71
P.C.P.
CHORD BEARING
N 45"00'17'W
S 45°00'17-E
TP.C.P.
LU
E—
Q
Ln
15.0 r 2.5- U
ROADWAY
Max Coverage - 62 y
SETBACKS:
Front 25' Rear. 20' SITE DATA
Side 5 ' Corner 15' A__ERVIO_US SO. FT. .]46y
Mrlimrm Lot Width 50' LOT S0. FT.
IMPERVIOUS AREA - 3.082 SO. FT.
Note: Bearings shown hereon ore referenced to the C/L
or as being N 00a0017"W.
Verticd datum is based on NGVD per Erx9 neering
construction plans by Ned H i I I e r Engneerilg. hc.
Job Number 2001 .
LegendmGeneralNotes:
Proposed Temporary Benchmark
datum)
Cv5
ORB Offset1. Official Records Book
This is a BOUNDARY Survey performed in the field on assumed PB Plat Book
2. No aerial, surface or subsurface utility installations, underground improvements or BOW Back of sidewalk
PC Point of Curvature
subsuAace/aerial encroachments, i! any, were located. C/L Centerline PCC. Point of Compound Curvature 3.
Building ties shown are to the exterior unfinished foundation surface orlormboard. n
CALC
Central
or (Delta) Angle CalculatedCa
P.
C.P. Permanent Control Point 4.
Elevations shown hereon, if any, are assumed and were obtained from approved Chord Bearing Pape
Construction
plans provided by the Client unless otherwise noted, and are shown co Chord P.
R.M.RPermanent Reference Monument onlyUne
todepicttheproposedoractualdifferenceinelevationrelativetotheassumedPC.M. Concrete Monument R ROBProperty
egi
PointorBeginningtemporary
Benchmark shown hereon. EL. or ELEV Elevation P.O.0 Point of Commencement 5.
The parcel shown hereon is subject to all easements, reservations, restrictions, and FINAL EL Elevation (Measured) P.I. Point of Intersection Rights -
of -way of record whether depicted or not on this document. No search of the FD.
Fin
FI Elev Found
Finished
Floor Elevation PRC.
Point or Reverse Curvature Public
Records has been made by this office. I.P. Iron Pipe PT
an PointofTgencY 6. The
legal description shown hereon Is as furnished by client. I.R. Iron Rod R Radius
7. Platted
and measured distances and directions are the same unless otherwise noted. L Arc Length R REEVS
Redid/
e
Residence Denotes
iS-!
ron rod with yellow plastic cap marked LB4937 or LS3182, or LB Licensed Business RNV Righter -way 35- iron
rod with red plastic cap marked -Witness Corner, unless otherwise noted. LS. Lend Surveyor TBM Temporary Benchmark O Denotes
P.C.P. (Permanent control point) Mee Measured
TyP. Typical Denotes Permanent
Reference Monument N/D(
N&D) N R.
Nail and
Disk Not Radial
Fence s
s g) symbol feedrawing) X—X•
Fence symbol (see drawing) Certification: Not
valid without the signature and the original raised seat of a
Florida licensed Surveyor and Perida This
survey
meets the requ1 nIs oMinimum Technicalsascontai^nednin Che 81oridaAdinsrativeCe.0 CN/ fYYI
t orv tn/ (A Wdliem A. Herx,
P.L.S. Flodde Registered L d Surveyor No. 3182 Dares L. Przemlenleckl.
P.S.M. Registered rveyor end Mapper No. 6030 William R Herx,
P.S.M. Registered Surve r nd Mapper No. 6092 Hent 6 Associates
Inc., Stare of Fbdda L 3 937 Sketch or Legal
Description This is not
a Survey Dro.n by:
CM Checked by: DP
Prepared For: MORRISON
Job Numb ar:
02-017-02 Scot@ : 1'- 30'
Plot ion p.
rlorm.d: 09-29-03 Foundation Surv.y:
Final Survey: Roves,
ons .
10-03-203 9:04AM FROM
Permit # : V`t —
Job Addrcis:
Description of Work;
Historic District: —
CITY OF SANFORD P88Mrr APPLICATION
Zoning: Value of Work; $ j -3 n
1,
v P
4
Permit ,Type: Building Elecuical Mechanical Plumbing Fire SpciokleT/Alarm Fowl
Electrical: New ScrAcc, — M of AMPS A.dditiodAltaation Cbanv of Service Temporary Polc _
Mechanical: Residential Non -Residential Rcplaocmatt Ncw (Duct Layout & Energy Cale. Required)
Plumbing/ Ncw Commercial: H of Fixtures 0 Waur & Sewer Lines k ofGas Lines Plumbing/
New Residential: d of Wa Cleans Plumbing Repair — Residential or t,otlmercial Occupancy
Type: Residential Comr=cial Industrial Total Square Footage: Construction
Type; F of Stories: N of Dwelling Units: Flood Zone (FEm MA forrcqulrcdforother Lb" X) Parcel 0: — Owners
NumvA Ad
e:gL,41-,
Contra "toratae &
Phone & Fa:; Ilondint
Cornpauy: Cogtact
Person: Attach
Proof of
Owacnhip & Legal Deserlpdoa) 1 _IZZ. r /
l '47.1.1 _ rrP_ 1071 L.iaase Addresa:
lortfrage I
coder: --
Addreu: - -- Architect/tu=
iucer:
Phone: Address: fax: Application
is hereby
made to obtain a permit to do the work and installations u indicated. I certify that no work or installation has aomtncnccd prior to the issuance of a
permit and that ad work will be performed to meet stand"- *fall laws regulating eoosauctioa in this jurWictioe. 1 understand that a separate permit must be
secured for ELECTRICAL WORK, PLUMBING, SIGNS. WELLS, POOLS. FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ctc,
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 re-gulatint, construction and zoning.
WARNING TOOWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YUOR 1'/.YINU TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCRMF,.NT. la OTICE: to
additiontotherequirementsofthispermit, 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, Bute agencies, Or falcral ngencea. Acceptance of permit
is werification thu 1 will notify the owner of the properry of the requiremetua of Fbrida .ee law, FS 713 Signature of OwnedAgent
Due Signaare of Cont fur/Agent Date Print Owner/Agent'
s Name Signature of Notary -
State of Flonda Date Owner Agent is _
Personally Known to Me or, Produced I APPLICATION
APPROVED SY;
814g: Initial & Date) SpcciW
Conditions; . Print
Cont r/
A e ' Knatur f No
Sugf ofdj40&ie Womacn Una My Commission DOI
11278 OF Expires June
01, 2006 Contractor/Agent is . -
Personally Known to Me or Produced ID Zoning:
Utilities: F0:
initial & Oa(c) (
Initial & Dato) (Initial & Date)
CITY OF BAMF0RD PEiii IT AM 1 CA7110i`
Permit V .
Jop Address:
Ueseription o
Historic Vistr
Permit Type: 9vileling Electrical Mechanical Plumbing Fire Sprinkler/Alain Yort1•
Electrical: New Service—;# of ,4MPS Addibor Allc=on 01artge of Service Tempoyl y Pole
Mechnnlc2V Residential Non -Residential Replacement New (Duct Layout & $Acrgy Ch!q, Required)
Plumbing/ Dieu Commercial: # of Fixtures 3F of Water A Sewer Lutes :? of Gay Lines
Flumbinoevv Residential: # of Watt l"Closets Plumbing Repair— Residential or Commercial
Occupancy Type: Residential Commercial Industrial Tote! Square Footage:
Construction Tyne: # of Stories: At of Duelling Units: Flood Zane: (FEMA form reaulred fbr ot'ber c1inri of
Parcel N:
Owners Name A Address:
Contractor Name &
Phone & Fax: T ARR MARAy
Bonding Company'
Address:
Mortgage Lender:
Address:
ArchitecUEngineer:
Attach Proof of Ownership & Legal Description)
Phone:
License nber.
e
AL W
Phone:
Address:' _ Fait:
Application is hereby trade to obtain a perrrut to do the work and installations as indicated. I certify that no Vrk or installation has commen(:ed prior to the
issuance of a permit and that all work will b: performed to meet standards of all laws regulating construction ip this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SiGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
q
OWNER'S AFFIDAVff: I certify that all of the foregoing information is accurate and that all work VAII be dare in compliance with all applicah)e. I;4w; rcp,.J: ting
construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT JN 1'00V 1,/. -.11,IG
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FiNANCrNG, CONSULT WiTH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE.OF COMMENCEMENT. 1
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this
this county, and there may be additional permits required from other governmental entities such as water man
A
Acceptance of permit is verification that I mill notify the owner of the property of the requirements of Florigd
Signature of Owner/Agent Date
Pont Owner/Agent's Name
Signature of Notary -State of Florida Date (/
0„•ner/Agent is _ Personal], <no„ri to Me or
Produced ID
i
that rr ft 9lfr,o d in the public records of
dis state ecnrirs. rn frdctni accretes
Ken !FS 71
or/Agent Date
G Zko_Alo Ls3o
Print
r
ontractor .been
L Lei1
Sienwure of 16_ry-State of Florida Date
C"oniracior/Ace-.:: _ Persona,., Known to Me or
Produce,` ;l
AppLICATION APPROVED BY. Bldg: Zoning:
Initial & Daw (Initial & Date) (Initial & Date) (hxtiaDie
cWCoodiiion;: , y':t;2; MIRINDAC TURNER
t.u,.ir iaa:u u : UU?12693
I j
EXPIFES: J.me id, 2007 ETFn;,.• Balled Thru Nxiry Fch;m Uoerwniers
CITY OF SANFORD PERMIT APPLICATION
Permit #: () —
1) as Date:
Job Address:
r)t e'C'n
Description of Work: 4'' C-
Historic District: Zoning: Value of Work:
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service - # of AMPS -5 0 Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential X 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
V, 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: 0 rr tJrl }flMcS Phone:
Contractor
Name & Address: rj,WS 1
D W e CA Qr V rq C C`-fi t 3 ah 14 State License Number: CC) 0 Phone' Phone &
Fax:
Bonding Company:
Address: Mortgage
Lender:
Address: Architect/
Engineer:
Address: Contact
Person:
Phone: Fax:
Application
is
hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance ofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 1 understand that a separate permit mustbesecuredforELECTRICALWORK. PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS,
ctc. OW ER'
S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction andzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FORIMPROVEMENTSTOYOURPROPERTY. 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 notify the owner of the property of the requir men rida Lien Law, FS 13. Signature of
Owner/Agent Date Signature of C r/Agent Date Ski -- SSiv\ +-
tom Print Owner/
Agent's Name Print Con
aorlAgent's N JeAft AMnodov°
r E% MyC
glon
00272WO Signature ofNotary-
State of Florida Date Sig re o Notary -Bract of Floridaj Elplres pemnit er 07 2Wf a Contractor/Agent
is Zpe-coally Known to Me or Owner/Agent
is _Pers Produced (1)
onally KnowntoMeorProduced [D
APPLICATION APPROVED
BY: Bldg: Special Conditions:
Initial & Date)
Zoning: Utilities:
Initial & Date) (
Initial & Date) FD: Initial &
Date)
3w
April 29, 2004
Herx & Associates Inc.
769 Douglas Avenue
Altamonte Springs, Florida 32714
407.788.8808 - 407.788.8762 (fax)
City of Sanford Building Division
P.O. Box 1788
Sanford, Florida 32772-1788
RE: Lot 82 Venetian Bay , 197 Venetian Bay Circle py —1-Z
To Whom It May Concern,
The finished floor elevation of the structure located at:
197 Venetian Bay Circle, Sanford, Florida
Legal Description:
Lot 82, "Venetian Bay", according to the Plat thereof, as recorded in Plat Book 63
At pages 84 through 88, Public Records of Seminole County, Florida.
Meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec 6-7(a).
Sincerely Yours,
Herx &Associates Inc. .
D ra L. Pr mi ni ki P. a e ze a ec S
Associate Vice President
DLP/bb
FEURAL FI ERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077
NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005
ELEVATION CERTIFICATE
Important: Read the instructions on pages I.7.
SECTION A- PROPERTY OWNER INFORMATION For lnsurano+Company Use:
BUILDING OWNER'S NAME Policy Number
MORRISON HOMES
BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number
197 Venetian Bay Circle
CITY STATE ZIP CODE
SANFORD FL 32771
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 82 ," VENETIAN BAY " PLAT BOOK 63 PAGES 84 - 88 PUBLIC RECORDS OF SEMINOLE COUNTY
BUILDING USE (e.g., Residential, Non-residential, Addition, Acoessory, etc. Use a Comments area, if necessary.)
RESIDENTIAL
LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type):
W - W - ##.##" or ##.® NAD 1927 NAD 1983 USGS Quad Map ® Other. Plat
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE
CITY OF SANFORD / 120294 SEMINOLE FLORIDA
B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S)
NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREMSED DATE B8. FLOOD ZONE(S) Zone AD, use depth of flooding)
12117CO035 E 4-17-95 4-17-95 X 9.60
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): Development Engineering Plans
B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe):
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction
A new Elevation Cerlificate will be required when construction of the building is complete.
C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram
accurately represents the building, provide a sketch or photograph.)
C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO
Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in
Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of
Section D or Section G, as appropriate, to document the datum conversion.
Datum Same as BFE Conversion/Comments
Elevation reference mark used On -Site BM Does the elevation reference mark used appear on the FIRM? Yes ® No
o a) Top of bottom floor (including basement or enclosure) 15. 9 ft.(m)
o b) Top of next higher floor NA . _ft.(m)
o c) Bottom of lowest horizontal structural member (V zones only) NA . _ft.(m) o
o d) Attached garage (top of slab) 15. 6 ft.(m) E
o e) Lowest elevation of machinery and/or equipment
u,
servicing the building (Describe in a Comments area) 15.3 ft.(m) AC Service E
o f) Lowest adjacent (finished) grade (LAG) 15. 2 ft.(m) Z .
o g) Highest adjacent (finished) grade (HAG) 15.3 ft (m) r
o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA
o i) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm) Ft.
d
I
Cll,
C
n
Prof onal Survevor and Maooer No. 6030
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information.
I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available.
I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
CERTIFIER'S NAME Darae L Przemieniecki LICENSE NUMBER PSM 6030
TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Associates, Inc.
ADDRESS CITY STATE ZIP CODE
769 Dou las Avenue A Altamonte Springs FL 32714
IGNATURE DATE TELEPHONE
ct,Q o„ 0 4-29-04 407-788-M8
FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions
IMPORTANT: In these spaces, copy the corresponding information from Section A. - - For Insurance Company Use:
BUILDING STREET ADDRESS (Indudirg Apt, Unk Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number
197 Venetian Bay Circle
CITY STATE ZIP CODE Company NAIC Number
SANFORD FL 32771
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner.
COMMENTS
NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans.
TBM's not verified.
Note: Item C3 a on page 1, refers to Air conditioner Service slab.
Check here if attachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F,
Section C must be completed.
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. If no diagram accurately
represents the building, provide a sketch or photograph.)
E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use
natural grade, if available).
E3. For Building Diagrams 6.8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent
grade. Complete items C3.h and C3.i on front of form.
E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use
natural grade, if available).
E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the communitys floodplain management ordinance?
Yes No Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B. C (Items C3.h and C3.i only), and E for Zone A (without a FEMAassued or community -
issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and E are correct to the best of my knowledge.
PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME
ADDRESS CITY STATE ZIP CODE
SIGNATURE DATE TELEPHONE
COMMENTS
Check here if attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law ur ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation
Certificate. Complete the applicable item(s) and sign below.
G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state
or local law to certify elevation information. (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 FEMA4ssued or community4ssued BFE) or Zone AO.
G3. The following information (Items G4-G9) is provided for community floodplain management purposes.
G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: _
G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ ft.(m) Datum:
LOCAL OFFICIAL'S NAME TITLE
COMMUNITY NAME TELEPHONE
SIGNATURE DA
COMMENTS
Check here if attachments
FEMA Form 81-31, January 2003 Replaces all previous editions
Betx * .4ssociates Inc.
Land Surveyors
769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808
Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping
Map of Survey
CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING
C 1 90e00'00- 25.00' 39.27' 25.00' 35.36' N 45'00'17-W
C 2 90°00'00- 50.00' 78.54' 50.00' 70.71' S 45'00'17-EQQ
LINE BEARING DISTANCE IP.0 P. >-
L 1 S 00*00'17-E 60.00'
L 2 N 00°00'17"W 35.00' p
LOT 83
I O
L I 0.1 FD I.R.
NO CAP)
x
LUI L•L10.3'
8LOT 2 Q
v, B GRADING o Cr
N 6.705 SO. FT. O U
Nr
CL
15 0
Q
24.7 o cov. m
O PORCHco
O 15.3' iW ZLL
v
1979 rn W U
YORKSHIRE 'A A 8' Z Q
SINGLE FAMILY RESIDENCE
FL. ELEV: 15.9
0, LL111CI°D ~ LLJoIN.
LOT 81 'a o
10
Z —
1,
4, •
CC
Ln
j 6. 0'0 Lf)
o '12 7' 15.0 2.5'
o ZC 2 1.3'
0.3
S T
P.C.P.
N D
ut
MN
vi
LAI
iJ
sow:.:.::
0.2
P/L ' OO
N
4273.87' P.C.P N 00*00'17-W P.C.P.
REFERENCED BEARING
CIL VENETIAN BAY CIRCLE
50 ' R/W) TRACT "F " PRIVATE ROADWAY
SETBACKS:
CITY OF SANFORD Front 25' Rear 20'
LEGAL DESCRPTIOAt Lot 82. " V E N E T I A N B A Y Side 5' Corner 15'
Minmurn Lot Width 50' accorduhg to the plat thereof as recorded in Plot Book 63.
of pages 84 - 88 of the Pubic Records of Seminole County. Florida. Note: Beorlhgs shown hereon ore referenced to the C/L
X" of VENETIAN BAY CRCLE as bang N 00°0077-W. FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone
occordng to the Flood hsurance Rote Mop Colryrunity Panel Number Vertical doron is based on NGVD per Engmeerrhg
1 2 0 2 8 9 0035E. Doted 0 4117195. construction plans by Ned H i I I e r Ei;0eer6g. hc.
City of Sanford. Community Number 120294) Job Nurrhber 2001 .
General Notes: Legend
1. This is a BOUNDARY Survey performed in the field on all - I T d Temporary Benchmark Offset2. OlTk/eRBook No
aerial, surface or subsurface utility installations• underground improvements or assumed datum) Pe .B. Pietreeords subsurfacelaerfal
encroachments, If any, were located. BOW Back of sidewalk CA
Centerline PC Point of Curvature 3.
Building ties shown are to the exterior unfinished foundation surface or formboard. a Central or (Delta) Angle PCC
Point of Compound Curvature 4.
Elevations shown hereon, If any, are assumed and were obtained from approved CALC Celculared P.
C.P. Permanent Control Point Consfruclion
plans provided by the Client unless otherwise noted, and are shown CB Chord Bearing P.
P.
RR.M. PeQ°
Permanent
Reference Monument only
to depict the proposed or actual difference In elevation relative to the assumed CD Chord P/L Property Line temporary
Benchmark shown hereon. C.M. Concrete Monument P.O B Point or Beginning 5.
The parcel shown hereon Is subject to all easements, reservations, restrictions, and EL. or ELEV Elevation (Proposed) p.0.C. Point of Commencement Rights -
of -way of record whether depicted or not on this document. No search of the FINAL
EL. Elevation (Measured) FD.
Found P.
I. Point of Intersection Public
Records has been made by this office.Fin.Fl. Elev. Finished Floor Elevation PRC.
PT
Point
of Reverse Curvature point
of Tangency 6. The legal description Shown hereon Is as furnished by client. I.P. Iron Pipe R Radius 7.
Platted and measured distances and directions are the same unless otherwise noted. I.R. Iron Rod RAD
Radial Llne Denotes %'
Iron rod with yellow plesfic cap marked LB4937 or LS3182, or L Arc Length RES. Residence W
iron rod with red plastic cap marked 'Witness Comer", unless otherwise noted. LB Licensed Business LS.
Lend Surveyor R4V
Right -of -Way O
Denotes P.C.P. (Permanent control point) Measured TBM
Temporary Benchmark IN
Denotes Denotes Permanent Reference Monument O
2003 Herx 6 Associates Inc. All rights reserved N/
D(NdD) NaC and Disk N.
R. Not Radial m''
rrrr-
Typical
Fence
symbol (see drawing) X—
X- Fence symbol (see drawing) 6M.
caf
Not valid without the signature and the original raised Baal o
d licensed Surveyor and Mapper Droen by: CAI e
eats the requirements of the Florida Min um Technical Checked by: OP rd
laMed in Chapter 61G 17 Florkla . ' Inlstrattve Code. Prepared For: MORR 1 SON r`
Job Number: 02-017.02 1
16
Scot* : 1 30' Pool
Ion performed: 09-29-03 dNem
A. Herx, P.L.S. Florida Registered Lend urveyor No. 162 F o v n d o l i o n Sur fey : 01 - 14 - 04 caraa
L. Przemlenfeckl. P.S.M. Registered Surveynr and Mapper No. 6030 Final Sur, • y : 04 - 21 - 04 WdIlarn
R. Harx, P.S.M. Registered Surveyor and Mapper No. 6002 APR
2 2 2004 R e v i s i o n s Harm
d Associates Inc.. State orFlorlds LB 4937
FORM 60OA-2001
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: 10"-t)tf I Z t Builder: Morrison H mes
Address: /} // / Permitting Office:
City, State:
A f Permit Number: l
Owner: Momuo'j W"Gs Jurisdiction Number:
Climate Zone: Central
1. New construction or existing New _ 12. Cooling systems
2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr _
3. Number of units, if multi -family 1 _ SEER: 12.00 _
4. Number of Bedrooms 4 _ b. N/A
5. Is this a worst case? Yes
6. Conditioned floor area (ft') 2239 W c. N/A
7. Glass area & type
a. Clear - single pane 271.0 ft' _ 13. Heating systems
b. Clear - double pane 0.0 W _ a. Electric Heat Pump Cap: 42.0 kBtu/hr _
c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 8.50 _
d Tint/other SHGC - double pane 0.0 ft' b. N/A
8. Floor types
a. Slab -On -Grade Edge Insulation R=0.0, 286.0(p) R _ 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=4.2, 1393.0 ft' _ EF: 0.86 _
b. Frame, Wood, Exterior R=11.0, 247.0 ft' _ b. N/A
c. Frame, Wood, Adjacent R=11.0, 676.0 ft'
d N/A c. Conservation credits
e. N/A HR-Heat recovery, Solar
10. Ceiling types DHP-Dedicated heat pump)
a. Under Attic R=30.0, 1979.0 ft' _ 15. HVAC credits PT, _
b. N/A CF-Ceiling fan, CV -Cross ventilation,
c. N/A HF-Whole house fan,
11. Ducts PT -Programmable Thermostat,
a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling,
b. N/A MZ-H-Multizone heating)
Glass/Floor Area: 0.12 Total as -built points: 29242 PASSTotalbasepoints: 32400
I hereby certify that the plans and specifications covered
by this calculation are in complian h the Florida
Energy Code.
PREPARED BY: _
DATE:
I hereby certify that this building esig ed, 1s 1n
compliance with the Florida Code.
OWNER/AGENT: _-
DATE:
Review of the plans and
specifications covered by this
indicates
VaEsr
y04 _ 'T
calculation compliance is
with the Florida Energy Code.
Before construction is completed
this building will be inspected for
compliance with Section 553.908
Florida Statutes.
BUILDING OFFICIAL.
DATE:--
c0D w8
EnergyGauge® (Version: FLRCSB v3.2)
FORM 60OA-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
18 2239.0 25.78 10389.9 Single, Clear NW 7.0 7.5 10.0 37.74 0.66 248.8
Single, Clear NW 1.5 7.0 30.0 37.74 0.95 1073.4
Single, Clear SW 1.5 6.0 25.0 52.82 0.89 1178.5
Single, Clear SW 1.5 6.0 25.0 52.82 0.89 1178.5
Single, Clear SE 8.0 9.0 64.0 56.64 0.53 1926.5
Single, Clear SE 1.5 6.0 20.0 56.64 0.89 1008.0
Single, Clear SW 16.0 6.0 15.0 52.82 0.40 315.5
Single, Clear NE 1.5 7.0 15.0 43.65 0.95 619.9
Single, Clear NE 1.5 7.0 15.0 43.65 0.95 619.9
Single, Clear NE 1.5 7.0 15.0 43.65 0.95 619.9
Single, Clear SE 1.5 5.0 16.0 56.64 0.84 763.5
Single, Clear NW 1.5 4.0 12.0 37.74 0.85 383.1
Single, Clear SW 1.5 3.5 9.0 52.82 0.74 351.7
As -Built Total: 271.0 10287.2
WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points
Adjacent 676.0 0.70 473.2 Concrete, Int Insul, Exterior 4.2 1393.0 1.16 1615.9
Exterior 1640.0 1.90 3116.0 Frame, Wood, Exterior 11.0 247.0 1.90 469.3
Frame, Wood, Adjacent 11.0 676.0 0.70 473.2
Base Total: 2316.0 3589.2 As -Built Total: 2316.0 2558.4
DOOR TYPES Area X BSPM Points Type Area X SPM Points
Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8
Exterior 33.0 4.80 158.4 Exterior Insulated 33.0 4.80 158.4
Base Total: 51.0 187.2 As -Built Total: 51.0 187.2
CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points
Under Attic 1979.0 2.13 4215.3 Under Attic 30.0 1979.0 2.13 X 1.00 4215.3
Base Total: 1979.0 4215.3 As -Built Total: 1979.0 4215.3
FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points
Slab 286.0(p) 31.8 9094.8 Slab -On -Grade Edge Insulation 0.0 286.0(p 31.90 9123.4
Raised 0.0 0.00 0.0
Base Total: 9094.8 As -Built Total: 286.0 9123.4
EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2
FORM 60OA-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
INFILTRATION Area X BSPM = Points Area X SPM Points
2239.0 14.31 32040.1 2239.0 14.31 32040.1
Summer Base Points: 41326.8 Summer As -Built Points: 40164.7
Total Summer
Points
X System =
Multiplier
Cooling
Points
Total X
Component
Cap
Ratio
X Duct X System X
Multiplier Multiplier
DM x DSM x AHU)
Credit
Multiplier
Cooling
Points
41326.8 0.4266 17630.0
40164.7
40164.7
1.000
1.00
1.087 x 1.150 x 1.00) 0.284
1.250 0.284
0.950
0.950
13554.1
13554.1
EnergyGauge71 DCA Form 60OA-2001 EnergyGaugeO/FlaRES'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 Omt Len Hgt Area X WPM X WOF = Points
18 2239.0 5.86 2361.7 Single, Clear NW 7.0 7.5 10.0 12.23 0.99 121.4
Single, Clear NW 1.5 7.0 30.0 12.23 1.00 366.0
Single, Clear SW 1.5 6.0 25.0 9.22 1.03 237.8
Single, Clear SW 1.5 6.0 25.0 9.22 1.03 237.8
Single, Clear SE 8.0 9.0 64.0 8.34 1.43 765.5
Single, Clear SE 1.5 6.0 20.0 8.34 1.05 175.2
Single, Clear SW 16.0 6.0 15.0 9.22 1.57 216.7
Single, Clear NE 1.5 7.0 15.0 12.00 1.00 180.1
Single, Clear NE 1.5 7.0 15.0 12.00 1.00 180.1
Single, Clear NE 1.5 7.0 15.0 12.00 1.00 180.1
Single, Clear SE 1.5 5.0 16.0 8.34 1.07 143.1
Single, Clear NW 1.5 4.0 12.0 12.23 1.00 146.2
Single, Clear SW 1.5 3.5 9.0 9.22 1.10 91.3
As -Built Total: 271.0 3041.3
WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points
Adjacent 676.0 1.80 1216.8 Concrete, Int Insul, Exterior 4.2 1393.0 3.26 4541.2
Exterior 1640.0 2.00 3280.0 Frame, Wood, Exterior 11.0 247.0 2.00 494.0
Frame, Wood, Adjacent 11.0 676.0 1.80 1216.8
Base Total: 2316.0 4496.8 As -Built Total: 2316.0 6252.0
DOOR TYPES Area X BWPM Points Type Area X WPM Points
Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0
Exterior 33.0 5.10 168.3 Exterior Insulated 33.0 5.10 168.3
Base Total: 51.0 240.3 As -Built Total: 51.0 240.3
CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points
Under Attic 1979.0 0.64 1266.6 Under Attic 30.0 1979.0 0.64 X 1.00 1266.6
Base Total: 1979.0 1266.6 As -Built Total: 1979.0 1266.6
FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points
Slab 286.0(p) 1.9 543.4 Slab -On -Grade Edge Insulation 0.0 286.0(p 2.50 715.0
Raised 0.0 0.00 0.0
Base Total: 543.4 As -Built Total: 286.0 715.0
EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2
r
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS:... PERMIT #:
BASE AS -BUILT
INFILTRATION Area X BWPM Points Area X WPM Points
2239.0 -0.28 626.9 2239.0 0.28 626.9
Winter Base Points: 7195.0 Winter As -Built Points: 10888.3
Total Winter X
Points
System =
Multiplier
Heating
Points
Total X
Component
Cap
Ratio
X Duct X System X
Multiplier Multiplier
DM x DSM x AHU)
Credit
Multiplier
Heating
Points
7195.0 0.6274 4514.2
10888.3
10888.3
1.000
1.00
1.078 x 1.160 x 1.00) 0.402
1.250 0.402
0.950
0.950
5193.7
5193.7
EnergyGauge'rm DCA Forth 60OA-2001 EnergyGaugeWFIaRES'2001 FLRCSB v3.2
ill
FORM 60OA-2001
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
WATER HEATING
Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total
Bedrooms Volume Bedrooms Ratio Multiplier
4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5
As -Built Total: j 10494.5
CODE COMPLIANCE STATUS
BASE AS -BUILT
Cooling + Heating +
Points Points
Hot Water
Points
Total
Points
Cooling
Points
Heating + Hot Water = Total
Points Points Points
17630 4514 10256 32400 13554 5194 10495 29242
PASS
EnergyGaugeTM DCA Form 60OA-2001 EnergyGaugeg/RaRES'2001 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/s .ft. window area .5 cfm/s .ft. door area.
Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa
foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility
penetrations; between wall panels & top/bottom plates; between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is -installed that extends
from and is sealed to the foundation to the top plate.
Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members.
EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed
to the perimeter, penetrations and seams.
Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chas
soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat
attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is
installed that is sealed at the perimeter, at penetrations and seams.
Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a
sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from
conditioned space, tested.
Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors.
Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP
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 duds, fittings, mechanical equipment and plenum chambers shall be mechanically
attached, sealed, insulated, and installed in accordance with the criteria of Section 610.
Ducts in unconditioned attics: R-6 min. insulation.
HVAC Controls 1607.1 Separate readily accessible manual or automatic thermostat for each system.
Insulation 604.1. 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides.
Common ceiling & floors R-11.
EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge&/FlaRES'2001 FLRCSB v3.2
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 85.4
The higher the score, the more efficient the home.
l . New construction or existing New _ 12. Cooling systems
2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr _
3. Number of units, if multi -family 1 _ SEER: 12.00 _
4. Number of Bedrooms 4 _ b. N/A
S. Is this a worst case? Yes
6. Conditioned floor area (R') 2239 W c. N/A
7. Glass area & type
a. Clear - single pane 271.0 ft' _ 13. Heating systems
b. Clear - double pane 0.0 W _ a. Electric Heat Pump Cap: 42.0 kBtu/hr _
c. Tint/other SHGC - single pane 0.0 ft, _ HSPF: 8.50 _
d Tint/other SHGC - double pane 0.0 ft' b. N/A
8. Floor types
a. Slab -On -Grade Edge Insulation R=0.0, 286.0(p) R _ 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=4.2, 1393.0 ft' _ EF: 0.86 _
b. Frame, Wood, Exterior R=11.0, 247.0 R' _ b. N/A
c. Frame, Wood, Adjacent R=11.0, 676.0 R'
d N/A c. Conservation credits
e. N/A HR-Heat recovery, Solar
10. Ceiling types DHP-Dedicated heat pump)
a. Under Attic R=30.0, 1979.0 ft' _ 15. HVAC credits PT, _
b. N/A CF-Ceiling fan, CV -Cross ventilation,
c. N/A HF-Whole house fan,
11. Ducts PT -Programmable Thermostat,
a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier,
b. N/A MZ-C-Multizone cooling,
MZ-H-Multizone heating)
I certify that this home has complied with the Florida Energy Efficiency Code For Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature:
Address of New Home:
Date:
City/FL Zip:
NOTE: The home's estimated energy performance score is only available through the FLARES computer program.
This is-= a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar7udesignation),
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.ucf edu for
information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction,
contact the Department of Community Affairs at 8501487-1824.
EnergyGaugeg (Version: FLRCSB v3.2)
RIGHT-J LOAD AND EQUIPMENT SUMMARY
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979
7116102
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
Proiect Information
For: MORRISON HOMES
Notes: LOT 1-53
Weather: Orlando —AP, FL, US
Winter Design Conditions
Outside db 38 OF
Inside db 70 OF
Design TD 32 OF
Heating Summary
Building heat loss 42470 Btuh
Ventilation air 0 cfm
Ventilation air loss 0 Btuh
Design heat load 42470 Btuh
Infiltration
Method Simplified
Construction quality Average
Fireplaces 0
Heating Cooling
Area (ftz) 2239 2239
Volume (ft') 20913 20913
Air changes/hour 0.70 0.40
Equiv. AVF (cfm) 244 139
Heating Equipment Summary
Make TRANE
Trade
Efficiency
Heating input
Heating output
Heating temp rise
Actual heating fan
Heating air flow factor
Space thermostat
7.5 HSPF
0 Btuh @ 47°F
0 OF
0 cfm
0.000 cfm/Btuh
Summer Design Conditions
Outside db 93 OF
Inside db 75 OF
Design TD 18 OF
Daily range M
Relative humidity 50
Moisture difference 43 gr/lb
Sensible Cooling Equipment Load Sizing
Structure 28760 Btuh
Ventilation 990 Btuh
Design temperature swing 3.0 OF
Use mfg. data n
Rate/swing multiplier 0.98
Total sens. equip. load 29155 Btuh
Latent Cooling Equipment Load Sizing
Internal gains 1840 Btuh
Ventilation 1474 Btuh
Infiltration 4111 Btuh
Total latent equip. load 7426 Btuh
Total equipment load 36581 Btuh
Req. total capacity at 0.70% SHR 3.5 ton
Cooling Equipment Summary
Make TRANE
Trade
Efficiency 10.2 EER
Sensible cooling 29050 Btuh
Latent cooling 12450 Btuh
Total cooling 41500 Btuh
Actual cooling fan 1400 cfm
Cooling air flow factor 0.049 cfm/Btuh
Load sensible heat ratio 80 %
Sold/ltallc values have been manually ovenldden
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
C wnghtsoft Right -Suite Residential' 5.5.06 RSR26013 2002-Ju1-16 15:27:38
EAFileskMORRISON 2002\LOTS\1-53SW\1-53SW.rsr Page 1
RIGHT-J CALCULATION PROCEDURES A, B, C, D
C
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979
7/16/02
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
Procedure A - Winter Infiltration HTM Calculation"
1. Winter infiltration AVF
0.70 ach x 20913 ft z 0.0167 = 244 cfm
2. Winter infiltration load
1.1 x 244 cfm x 32 OF Winter TD = 8588 Btuh
3. Winter infiltration HTM
8588 Btuh / 322 ft2 Total window = 26.7 Btuh/ft2
and door area
Procedure B - Summer Infiltration HTM Calculation
1. Summer infiltration AVF
0.40 ach x 20913 ft3 x 0.0167 = 139 cfm
2. Summer infiltration load
1.1 x 139 cfm x 18
3. Summer infiltration HTM
2761 Btuh / 322 ft2
OF Summer TD = 2761 Btuh
Total window = 8.6 Btuh/ft2
and door area
Procedure C - Latent Infiltration Gain
0.68 x43 gr/Ib moist.diff. x 139 cfm = 4111 Btuh
eroceaure u - tquipment sizing Loaas
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) + 28760 Btuh
Sum of ventilation and structure loads = 29750 Btuh
Rating and temperature swing multiplier x 0.98
Equipment sizing load - sensible = 29155 Btuh
2. Latent sizing load
Latent ventilation load
0.68 x 50 cfm vent. x 43 gr/lb moist.diff. = 1474 Btuh
Internal loads = 230 Btuh x 8 people + 1840 Btuh
Infiltration load from Procedure C + 4111 Btuh
Equipment sizing load - latent = 7426 Btuh
Construction Quality is: a No. of Fireplaces is: 0
Bold4talk values have been manually overridden
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
t wrig htsoft Right -Suite Residential^' 5.5.06 RSR26013 2002-Jul-16 15:27:38
E:1FIIes1MORRISON 20021LOTS11-53SW\1-53SW.rsr Page 1
RIGHT-J WORKSHEET0EntireHouse
DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7/16/02
109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665
J: 7th td.
1 Name of room Entire House FOYER LIVING ROOM DINING ROOMj4MANUAL2Lengthofexposedwall286.0 ft 19.5 ft 28.5 ft 17.0 ft
3 Room dimensions 7.5 x 8.5 ft 13.0 x 11.5 ft 10.0 x 16.0 ft
Ceiings Condit. Option 9.3 ftj heat/cool d 10.0 ftj heat/cool 9.5 fti heat/cool 9.5 ft heat/cool
TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh)
EXPOSURE NO. Htg Clg ft Htg Clg 11) Htg Clg M Htg I Clg M Htg Clg
5 Gross a 14B 4.6 2.1 1676 75 271 95
Exposed b 12C 2.9 1.9 268 4 0 0
walls and c 13C 3.2 1.2 694 125 0 67
partitions d 0.0 0.0 0 0 0 0
e 0.0 0.0 0 o o 0
f 0.0 0.0 0 0 0 0
6 Windows and a 1C 37.0 207 7651 10 370 30 1109 25 924
glass doors b 8C 37.0 64 2365 0 0 0 0 0 0
Heating c 9C 36.7 0 0 0 0 0 0 0 0
d 0.0 0 0 0 0 0 0 0 0
e 0.0 0 0 0 0 0 0 0 0
f 0.0 0 0 0 0 0 0 0 0
7 Windows and North 22.7 22 510 10 204 3 54 0 0
glass doors NE/NW 40.6 174 7063 0 0 0 0 25 985
Cooling E/W 0.0 0 0 0 0 0 0 0 0
SE/SW 49.8 75 3714 0 0 27 1295 0 0
South 0.0 0 0 0 0 0 0 0 0
Horz 0.0 0 0 0 0 0 0 0 0
6 Other doors a 11A 18.9 12.7 51 963 650 33 623 421 0 0 0 0 0 0
b 11A 16.9 12.7 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 14B 4.6 2.1 1393 6419 2868 32 147 66 241 1109 496 70 323 144
exposed b 12C 2.9 1.9 247 711 480 4 12 8 0 0 0 0 0 0
walls and c 13C 3.2 1.2 676 2129 791 125 394 146 0 0 0 67 211 78
partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
10 Ceilings a 16G 1.1 1.4 2243 2369 3109 64 67 88 150 158 207 160 169 222
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 0 0 0
f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
11 Floors a 22A 25.9 0.0 286 7413 0 20 505 0 29 739 0 17 441 0
Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
12 Infiltration a 1 26.7 8.6 3221 8588 2761j 43 1147 1369 30 1800 257 25 667 214
13 Subtotal loss=6+8..+11+12 38609 3265 3915 2734
Less external heating 0 0 0 0
Less transfer 0 0 0 0
Heating redistribution 0 0 0 0
14 Dud loss 10 °/ 3861 10 °/ 327 10 °/ 391 10°/ 273
15 Total loss = 13+14 42470 3592 4306 3007
16 Int. gains: People @ 300 8 2400 0 0 0 0 1 300
Appl. @ 1200 2 1800 0 0 0 0 0 0
17 Subtot RSH gain=7+8..+12+16 26146 1301 2310 1944
Less extemal cooling 0 0 0 0
Less transfer 0 0 0 0
Cooling redistribution 0 0 0 0
18 Dud gain 10 °/ 2615 10 °/ 130 10 °/ 231
101
194
19 Total RSH gain=(17+18)'PLF 1.00 28760 1.00 1432 1.00 2541 1.00 2138
20 Air required (Cfm) 0 1400 0 70 0 124 0 104
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
Right -Suite Residential^' 5.5.06 RSR26013 2002-Jul-16 15:27:38
E:\FiI.MMORRISON 2002\L0TS\1-53SW\1-53SW.rsr Page 1
RIGHT-J WORKSHEET
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7/16102
109 COMMERCE STREET. LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
J: 7th ha.
1 Name of room KITCHENWOOK FAMILY ROOM MASTER SUITE MASTER WICj4MANUAL2Lengthofexposedwall19.0 ft 33.0 ft 21.0 ft 0.0 ft
3 Room dimensions 19.0 x 14.5 ft 17.0 x 16.0 ft 13.0 x 18.0 ft 7.5 x 11.0 ft
Ceiings Condit. Option 9.5 ft heaUcool 9.5 ft heaUcool 9.5 ft heaUcool 9.5 ft heaUcool
TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh)
EXPOSURE NO. Htg I Clg ftj Htg Clg ft2) Htg Clg M Htg CIg ft Htg Clg
5 Gross a 14B 4.6 2.1 181 314 200 0
Exposed b 12C 2.9 1.9 0 0 0 0
walls and c 13C 3.2 1.2 0 0 0 0
partitions d 0.0 0.0 0 0 0 0
e 0.0 0.0 0 0 0 0
f 0.0 0.0 0 0 0 0
6 Windows and a 1C 37.0 25 924 0 0 35 1294 0 0
glass doors b 6C 37.0 0 0 64 2365 0 0 0 0
Heating c 9C 38.7 0 0 0 0 0 0 0 0
d 0.0 0 0 0 0 0 0 0 0
e 0.0 0 0 0 0 o o 0 0
f 0.0 0 0 0 0 0 0 0 0
7 Windows and North 22.7 0 0 0 0 0 0 0 0
glass doors NE/NW 40.6 25 985 64 2522 35 1379 0 0
Cooling E/W 0.0 0 0 0 0 0 0 0- 0
SE/SW 49.8 0 0 0 0 0 0 0 0
South 0.0 0 0 0 0 0 0 0 0
Horz 0.0 0 0 0 0 0 0 0 0
8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0
b 11A 18.9 12.7 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 14B 4.6 2.1 156 717 320 250 1150 514 165 758 339 0 0 0
exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0
walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0
partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
10 Ceilings a 16G 1.1 1.4 276 291 382 272 287 377 234 247 324 83 87 114
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 0 0 0
f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
11 Floors a 22A 25.9 0.0 19 492 0 33 855 0 21 544 0 0 0 0
Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
12 Infiltration a 1 26.7 1 8.6 25 667 214 64 1707 5491 35 934 3001 01 0 0
13 Subtotal loss=6+8..+11+12 3091 6365 3777 87
Less extemal heating 0 0 0 0
Less transfer 0 0 0 0
Heating redistribution 0 0 0 0
14 Duct loss 10°/ 309 100/ 636 10°/ 378 100/ 9
15 Total loss = 13+14 3400 7001 4154 96
16 Int. gains: People @ 300 0 0 4 1200 1 300 0 0
Appl. @ 1200 1 1200 0 0 0- 0 0- 0
17 Subtot RSH gain=7+8..+12+16 3101 5161 2842 114
Less external cooling 0 0 0 0
Less transfer 0 0 0 0
Cooling redistribution 0 0 0 0
18 Duct gain 10°/ 310 100/ 516 100/ 264 10°/ 11
19 Total RSH gain=(17+18)'PLF 1.00 3412 1.00 5677 1.00 2906 1.00 126
20 Air required (cfm) 0 166 0 278 0 141 0 6
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
c wreg "T!&c>fft Right -Suite Residential^' 5.5.06 RSR26013 2002-Jul-16 15:27:38
E:\Files\MORRISON 2002\LOTS\1-53SW\1-53SW.rsr Page 2
RIGHT-J WORKSHEET0EntireHouse
DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7/16/02
109 COMMERCE STREET. LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
J: 7th Ed.
1 Name of room BATH 2 UTILITY ROOM BEDROOM 2 BEDROOM 3j4MANUAL2Lengthofexposedwall0.0 ft 7.0 ft 28.5 ft 13.0 ft
3 Room dimensions 11.0 x 5.5 ft 7.0 x 10.5 ft 18.0 x 11.0 ft 12.0 x 12.0 ft
Ceiings Condit. Option 9.5 fti heattcool 9.5 ft heattcool 9.5 fti heat/cool 9.5 fti heaUcool
TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh)
EXPOSURE NO. Htg I Clg ft) Htg Clg ftl Htg I Clg ftj Htg I Clg 011) Htg Clg
5 Gross a 14B 4.6 2.1 0 0 100 124
Exposed b 12C 2.9 1.9 0 0 0 0
walls and c 13C 3.2 1.2 0 67 171 0
partitions d 0.0 0.0 0 0 0 0
e 0.0 0.0 0 0 o 0
f 0.0 0.0 0 0 0 0
6 Windows and a 1C 37.0 0 0 0 0 15 554 15 554
glass doors b 8C 37.0 0 0 0 0 0 0 0 0
Heating c 9C 38.7 0 0 0 0 0 0 0 0
d 0.0 0 0 0 0 0 0 0 0
e 0.0 0 0 0 0 0 0 o o
f 0.0 0 0 0 0 0 0 0 0
7 Windows and North 22.7 0 0 0 0 1 27 1 27
glass doors NE/NW 40.6 0 0 0 0 0 0 0 0
Cooling E/W 0.0 0 0 0 0 0 0 0- 0
SE/SW 49.8 0 0 0 0 14 648 14 648
South 00 0 0 0 0 0 0 0- 0
Horz 0.0 0 0 0 0 0 0 0 0
8 Other doors a 11A 18.9 12.7 0 0 0 18 340 229 0 0 0 0 0 0
b 11A 18.9 12.7 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 14B 4.6 2.1 0 0 0 0 0 0 85 392 175 109 500 223
exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0
walls and c 13C 3.2 1.2 0 0 0 49 154 57 171 539 200 0 0 0
partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
10 Ceilings a 16G 1.1 1.4 61 64 84 74 78 102 198 209 274 144 152 200
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 0 0 0
f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
11 Floors a 22A 25.9 0.0 0 0 0 7 181 0 29 739 0 13 337 0
Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
12 Infiltration a 26.7T 8.6 01 0 01 18 480 154 15 400 129 115 400 129
13 Subtotal loss=6+8..+11+12 64 1233 2833 1943
Less external heating 0 0 0 0
Less transfer 0 0 0 0
Heating redistribution 0 0 0 0
14 Duct loss 10°/ 6 100 123 100/ 283 100/ 194
15 Total loss = 13+14 70 1357 3116 2138
16 Int. gains: People @ 300 0 0 0 0 0 0 0 0
Appl. @ 1200 0- 0 1 600 0 0 0- 0
17 Subtot RSH gain=7+8..+12+16 84 1143 1453 1227
Less external cooling 0 0 0 0
Less transfer 0 0 0 0
Cooling redistribution 0 0 0 0
18 Duct gain 10°/ 8 10°/ 114 100/ 145 10°/ 123
19 Total RSH gain=(17+18)'PLF 1.00 92 1.00 1257 1.00 1598 1.00 1349
20 Air required (cfm) 0 4 0 61 0 78 0 66
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
AM
wr g F7tsOTt Right -Suits Residential^' 5.5.06 RSR26013 2002-Ju1-16 15:27:38
AM E:\Files\MORRISON 20021LOTS\1-53SW\1-53SW.rsr Page 3
RIGHT-J WORKSHEET
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7/16102
109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665
J: 7th Ed.
1 Name of room BEDROOM 4 MASTER BATH Bonus Rmj4MANUAL2Lengthofexposedwall10.5 It23.0 It66.0 It
3 Room dimensions 11.5 x 12.0 It 12.0 x 11.0 ft 20.0 x 13.0 It
Ceiings Condit Option 9.5 111 heaUcaol 9.5 fti heat/coot 8.0 It heat/cool
TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Stuh) Area
EXPOSURE NO. Htg I Clg ft Htg Clg ft2) Htg Clg 111 Htg Clg Htg Clg
5 Gross a 14B 4.6 2A 100 219 0
Exposed b 12C 2.9 1.9 0 0 264
walls and c 13C 3.2 1.2 0 0 264
partitions d 0.0 0.0 0 0 0
e 0.0 0.0 0 0 0
f 0.0 0.0 0 0 0
6 Windows and a 1C 37.0 15 554 16 591 21 776
glass doors b 8C 37.0 0 0 0 0 0 0
Heating c 9C 38.7 0 0 0 0 0 0
d 00 0 0- 0 0 0 0
e 0.0 0 0 0 0 0 0
f 0.0 0 0 0 0 0 0
7 Windows and North 22.7 1 27 0 0 6 170
glass doors NE/NW 40.6 0 0 16 630 9 562
Cooling E/W 0.0 0 0 0 0 0 0
SE/SW 49.8 14 648 0 0 6 475
South 0.0 0 0 0 0 0 0
Horz 0.0 0 0 0 0 0 0
8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0
b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0
c 0.0 0.0 0 0 0 0 0 0 0 0 0
9 Net a 14B 4.6 2.1 85 391 175 203 933 417 0 0 0
exposed b 12C 2.9 1.9 0 0 0 0 0 0 243 700 472
walls and c 13C 3.2 1.2 0 0 0 0 0 0 264 832 309
partitions d 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
f 0.0 0.0 0 0 0 0 0 0 0 0 0
10 Ceilings a 16G 1.1 1.4 138 146 191 132 139 183 260 275 360
b 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
d 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
f 00 0.0 0 0 0 0 0 0 0 0 0
11 Floors a 22A 25.9 0.0 11 272 0 23 596 0 66 1711 0
Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0
perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0
is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0
for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0
floors) III 1 0.01 0.0 0 0 01 0 0 0 0 0 0
12 Infiltration a 1 26.7 8.6 15 400 129 16 427 137 21 560 180
13 Subtotal loss=6+8„+11+12 1763 2667 4853
Less external heating 0 0 0
Less transfer 0 0 0
Heating redistribution 0 0 0
14 Duct loss 10 °/ 176 10 °/ 269 10 °/ 485
151 Total loss = 13+14 1939 2955 5338
16 Int. gains: People @ 300 0 0 0 0 2 600
Appl. @ 1200 0 0 0 0 0 0
17 Subtot RSH gain=7+8..+12+16 1169 1368 3128
Less external cooling 0 0 0
Less transfer 0 0 0
Cooling redistribution 0 0 0
16 Duct gain 100/ 117
101
137 10°/ 313
19 Total RSH gain=(17+18)'PLF 1.00 1286 1.00 1504 1.00 3441
20 Air required (cfm) 0 63 0 73 0 166
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
wng It->,tsoft Right -Suite Residential' 5.5.06 RSR26013 2002-Jul-16 15:27:38
M E:\FIIesW ORRISON 2002\LOTS\1-53SW\1-53SW.rsr Page 4
RIGHT-J WINDOW DATA
DEL AIR HEATING,AIR CONDITIONING,R
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
Job: YORKSHIRE 1979
7/16102
W S D W G L S S O N A S O O W C W S
N K I A L O T H V ,G N H V V H H N H
D Y R L A W R A H L G C R R G T A A
W L Z E M D G Z L O X Y T M R R
FOYER
a n se a c n 0 d 1 1 90 1.0 7.0 5.0 2.5 47.4 10.0 10.0
LIVING ROOM
a n se a C n 0 d 1 1 90 1.0 1.5 2.0 5.0 47.4 30.0 2.7
DINING ROOM
a n ne a C n 0 d 1 1 90 1.0 1.5 1.0 5.0 39.4 25.0 0.0
KITCHEN\NOOK
a n ne a C n 0 d 1 1 90 1.0 1.5 1.0 5.0 39.4 25.0 0.0
FAMILY ROOM
b n nw a c n 0 d 1 1 90 1.0 8.0 1.0 8.0 39.4 64.0 0.0
MASTER SUITE
a n nw a c n 0 d 1 1 90 1.0 1.5 1.0 5.0 39.4 20.0 0.0
a n ne a C n 0 d 1 1 90 1.0 16.0 1.0 5.0 39.4 15.0 0.0
MASTER WIC
BATH 2
UTILITY ROOM
BEDROOM 2
a n sw a C n 0 d 1 1 90 1.0 1.5 2.0 5.0 47.4 15.0 1.3
BEDROOM 3
a n sw a C n 0 d 1 1 90 1.0 1.5 2.0 5.0 47.4 15.0 1.3
BEDROOM 4
a n sw a C n 0 d 1 1 90 1.0 1.5 2.0 5.0 47.4 15.0 1.3
1 Wilght50ft Right -Suite Residerriial" 5.5 06 RSR26013 2002-Jul-16 15:27:38
CA E:1Fiies\MORRISON 20021LOTS\1-53Sw\1-53Sw.rsr Page 1
MASTER BATH
a n nw a c n 0 d 1 1 90 1.0 1.5 1.0 4.0 39.4 16.0 0.0
Bonus Rm
a n se b c n 0 n 1 1 90 1.0 1.5 1.0 3.0 76.4 12.0 5.8
a n ne b c n 0 n 1 1 90 1.0 1.5 0.5 3.0 62.4 9.0 0.0
Q wnghtsoft Right -Suite Residential^' 5.5.06 RSR26013 2002-Ju1-16 15:27:38
4C<K E:%Flles\MORRISON 20021LOTS\t-53SW\1-53SW.rsr Page 2
1110 OIII:IIIIIIIIIIII101111l11111- 10 I`DIu orSDIoil]``
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ci u.
INS
Orytr duct
to aor c.o
9' G BdCaE
FOYER
ffi i C. e....... ..
I.cd 1 1
i 1
1
1 i
1 i
1040 r.D
10.10 ..ctl . 90 ID .•ctl
ID'
r--=, h 7R•d
O
IB
S 7pH V/IOKW e240v 17H
I9.13 pl—
c. n02.t1. R.0
al.trtlr- oy
ddr
Honvy.rll 3 ZM. Ohm
trd-o-srro do per
ay.,...
j n.rdi6
ord10
prol2
te.Do-lz.e Q 0 E)
0 Ss .
roc
60v0 tr0n•.
Must have a nininun clearance of 4 Inches around the air handler per the State Energy code. All duct has on r-6 insulation value.
D
t s
cv o0
H
4V
KIWI
U
y m J
z1
0
Vi N
o
r H \
0
In
3
OQ
N
4 0
Q
33
o
r` z
mo
x
Q
Q) 0
A- CripSIn
In
iY o
LLOF- o
0vO H
Rating o }
N m
w > Z
o Z p lii 3
a m a
O J O O Q x
mEL J(nm0
SHIM AS REO'D
SEE NOTES)
INSTALLATION ANCHOR
ONE BY WOOD 3/16• DIA. TAPCON
BUCK BY OTHERS SHOWN
CAW( BETWEEN WINDOW CAULK BETWEEN
FLANGE k WOOD BUCK WOOD BUCK t
MASONRY OPENING
CONCRETE OR BY OTHERS
MASONRY OPENING
BY OTHERS
d
EXTERIOR 1 1/4• MIN.
FINISH e EMBEDMENT
BY OTHERS
PERIMETER CAULK 1/4' S1OY
BY OTHERS SPACE MAX
FLANGE TYPE ---
WINDOW FRAME
HEADER
EXTER
WINDOWHEIGHT
FLANGE TYPE
WINDOW FRAMESILL
PERIMETER CAULK-\
BY OTHERS
BUCK WIDTH
1/4• SHIM
FLANGE TYPE SPACE MAX.
WINDOW FRAMEJAMB
ONE BY WOOD
BULL BY OTHERS
1 1/4' YIN.
I EMBEDMEN7
SHIM AS REO'D
SEE NOTES)
G CONCRETE
OR MASONRY
OPENING
BY OTHERS
Q `NSTAUATION
ANCHOR
3/16• CIA
TAPCON SHOWN
PERIMETER CAUL
BY OTHERS
CAULK BETWEEN
WOOD BUCK i
WINDOW MiDTH MASY OPENING
BY OTHERS
EXYIF8II4B CAULK BETWEEN EXTERIOR
YANDOW FINISH
WOOD « BY OTHERS
SECTION 2
WINDOW
WTH.
A B C
D E
j / K 2
WINDOW
HGT. F G
H
CAULX BETWEEN WINDOW FLANGE
k PRECAST SILL WITH VULKEM
PRECASR SLL 116 ADHESIVE CAULK OR
BY OTHERS APPROVED EQUAL
SECTION 1
r ,NOTES,
1) SaM AS REO.OAT EACH INSTALLATION ANCHOR WITH LOAD BLARING SHIM. MAX. ALLOWABLE
SHI.M STAG( TO BE 1/4". 2)
WINDOW FRAME LUTERW-' ALUMINUM ALLOY 6063. 3)
USE LATEX cm" Memo WINDOW FLANGE AT HEAD A. JAMBE SILL MUST BE ATTACHED
TO THE SUBSTRATE WITH WLKEM 1,6 ADHESIVE CAULK OR APPROVED EOIIAL 4)
APPUCATION OF VUUOM 116 ADHESIVE CAULK AT FRAME SILL MUST CONPLY WITH SEALANT MANUFACTURER'
S RECOMWENDATIONS. 5)
USE LATEX GNU( FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5)
CLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 CLASS CHARTS. SINCE
GLAZING 5 SHOWN. INSULATING CLASS IS ALSO OUAUE7ED. 7)
GENERAL ALUMINUM'S 1440 SERIES SINGLE HUNG 15 SHOWN. THIS PRINT ALSO APPLES TO THE ,
540 INSULATING CLASS SINGLE HUNG SERIFS. BUCK
HEIGHTSIL
STOOL BY
OTHERS In,
1 !
J ELEVATION
VIEWED
FROM EXTERIOR Wa
tbeiYt aat F— C.
UiTEI.AL FLIJ&M k B.O.A.F. l GFs/
ERAL & Urt/N UM 1r
A Q Mrt VIT C 4 _=, COMPARATIVE
ANALYST ON CHART CALL
WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE
INCHES CAPACITY IN PSF LOCATIONS WDTHAWCKT
EXTERIOR INTERIOR HEAD JY-as SIZE12
11 1n a 29 91 ff F•G F.O 13111/1136 2n 75 78 51 BF.c
14 1H4
10 ,n x 50 in If 1/
3X 54 5n 51 54 54a B F.G 14+5
If In IT 55 5/1 52 52 B F.G n X
TIT 45 45 B F,c 2n 11 ,
X72 40 40 F c 1H3 6
1n /2 X I6 Xm3/6 51 9 B e F,G IH4 26
0X 50 in 44 N B F.G IH4+4
26 In 1 54 5n 42 42 B F.G F,GIH445INS
26 ,/2 X 55 an 20 1/
2X 93 41 40 4140 aB F.O ING7fn X
7
40 40 FQ 0 Ia
26 6 B G F.G3OX330X4
30 ,n X 3f 3n 30 In
X 50 in 44 40 444o Be Fc3OX4+4
30 ,n X 54 in 40 a0 a F,G F,O3OX4+53O1530
1n
X 15 in 30 ,n
1 93 40 40 4040 BD F.G 40 a0
H 2] j12
37
X763n40a0 B F,O 24 37
X 50 NMa a0 40 B F.0 2a+4
37 X 54 N a0 40 B F.G FA 244325
2937 % 53
In 37 X
63 7 X
72 40 40 404040 40Ba F.C.1H,1 4526 4a
1 2 6 46B G F,G45M4a5O
46X 36 3n 46 X
50 3n 40 40 4040 BB F.G 4a4+4
4a X 54 ya 40 40 a F.G.H.I 464+5
4a X 55 in 40 40 a i,G,KI 4663 46
X 63 40 40 B F,0.HI 253 Ina
26 45 33 53 ,
n X 35 3/1 40 40 B F,O 34 53 ,
n X 50 an 40 40 B F.GHJ 34+4
53 1n X 54 an 40 40 B F,GAI 34+5
53 In X 55 in 40 40 B F.G.HJ 35 53
1/1 X 63 40 40 B F.GJU 36 53
1 X 72 40 40 B F I Hm 1)
ME
WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESCH LOAD APPLIES, POSITIVE DBOH L S
WILL BE UYITED TO 40.0 PSF WE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 2) INSTALtAROW.
FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/18• CA TAPCON ANCHORS of
SUFnCIDNT LFRCTH TO PROVIDE MIN. 1-1/4- EMBEDMENT INTO SUBSTRA7E AT LOCATIONS SHOWN ON
CHART. 3) $ ELEVATION
FOR KEY TO TAPCON LOCATIONS. 4) INSTALL /
e SCREWS OF SUF7ICENT LOHGTH TO PROVIDE 3/4- MIN. EMBEDMENT INTO WOOD BUCK AT ALL OTHER
WINDOW SZE
I D NSTALLAD N HODS 5) 6DUCTWINDOWSIZEIsNOTU51EDINANCHORCHART. u5C ANOIOR WANnrr LISTED NTH NEXT LARGER SIZE.
FOR THE APPROPRIATE DESIGN PRESSURE REOD. 1001 V.
Crmt7 Ll • fe db% . BAK TE TSUI ASSEMBLY DRAWING
SERIES 1440/
1540 ML SINGLE HUNG WINDOW 7; it —
it
cut BB 'N/
A QZ 7!
dZ IJ71 wR 8 6.
TEs+M Knsw ar N10 26 01 P1SPNID fY: PIDWCT
rroO = COMP. 230 IWTERN 11pM1 1•Kr_ SURE 236 1 T . ROW" 32746 P1 4 4C7 6415-036:
CAUK fi[IPEEN WOOD - wSIALIANry+ ANCHOR
BUCK tr uASCWRI 3/16- CIA 1APCON
OPENwc B, OTHERS
ONE D, WDoo ytrICRETE ORBUCKBYOTHERSSOLAR, OPENING
B, OTHERS
SHIM AS REDD
SCE NOTES)
CAULK BETWEEN
WINDOW FLANGE
tr WOOD DUCK
Q 1-1/• LAIN
EW.B[DMEN7
i- /.
MAX
slucco
BY OTHERS
r PERIMETER CAULK J
BY OTHERS
OLAZwG J
DowHEIGHT EXTEROR
1
I
P(RWCi(R CAULKi8, OTHERS
BUCK WIDTH SO. SPACE
SMu AS RED D
1 - 11 'IN
SEE NOTES) Imo' EuBEDNCNi
FLANGE TYPE
CAULK BETWEENwNDOWFRAME4WOWBVCK [ JAMB
Q Y•S•Y OPENING
By 07KRS
CA A hNG
INSTALLATION ANCHCR
3/16• DIA 7APCON
C
ONE B, WOOD
BUCK BY OTHERSSHINSPACE1CxIER10R
G•UlK BETWEEN
PERINEIER CAULK MNCIOw FLANGE
UBY 07HERS WOW BLOCK
WIDOW W DTH
CONCRETE
OR MA-
HE
OPENLNG
FLANGE TYPE
BT OTNRS
WINDOW FRAM[ SECTION 2 :, 0
IT OTHERS
HEADER
BUCK WINDOW
EIGn t W TH
FLANGE TYPE
WNDOw FRAME
Su
A C d
D E_
1 1
2
WINDOW
H /
HGT.
F G
MARBLE SILL STOOL
B, OTHERS
PRE -CAST SILL CAULK BETWEEN WIHDOW hANCE
D, OTHERS tr PRECAST SILL WITH WLKEM
116 ADHESIVE CAULK OR
APPROVED EQUAL
SECTION t
ELEVATION
VIEWED FROM EXTERIOR
O/-719L DAN
COMPARATI\E ANALYSIS @ TAPCON ANCHOR LOCAT;ON CHART
WINDOW DESIGN PRESSURE TAPCOII ANCHOR
SIZE INCHES CAPACITY IN PSF LOC/- IONS
Wm TH/HCIO17 Ea TERICR INTEFICR HEAD JAM8S
12 X EO 10 5'
C f0.0 F,G0.[ c
12 x T2 AO 56
C HJ
t6 a 16 0 106
A.8 H,1
2. X 16 0 6955 A.8
2. a 2• 2. O
A A.B CF.c
2. x 30 400 0 A B r,G
2. x 3iAe 0 0 A.B O.0 F,G
2. x2• x 60 0 0 A,B O,U.G
2. K 11 AO 0 A.B O.E.F.
32 x .e 0 40 B D.E,f.c
36 2+ 0 40 B O.CI G
a36 a AO A,B O.C.r•G
A 22 00 0 A.B 0 E.r.G
6e X 24 0 0 8 D[,r.c
D x .e 0 0 A B D.E.f.G
e x 60 O 0 8 D.[ r 6
6. x I• 0 0 BAB F.G1.672Xle0040B0E,cl22x6040
A.8 H,I
73 x 16 a0 40
CENTRAL FLORIDA B. O. A. F.
MANUFACTURER NAME:
Er.30c,T_ Awrl)rUrrl
GENERAL NOTES,
MASTER FILE # 2
1) SHIM AS REO'D. AT EACH INSIALLATION ANCHOR WITH LOAD BEARNG SHIM 1-. ALLOWABLE
SMM STACK TO BE 1/A-.
2) wu*DW FRAME MATERIAL ALUMINUM ALLOY 6063
3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEM tr JAMBS SILL MUST BE ATTACHED TO
THE SUBSTRATE WITH WLKEM 116 ADHESIVE CAULK OR APPROVED EOUAL
APPLICATION OF VULKIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT
UFACIURER'S RECOMMENDATIONS
5) LOSE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF XvINDOw FLANGE
6) CLASS THICKNESS MAY VARY PER THE REOUNEMENTS OF CLASSASTUE13DDASS CHARTS
2) "ERE WATER RESISTANCE TEST REOUwCuCNT Or 15Z Or DESIGN LOAD APPLIES. POSIOvE DESIGN
LOADS WILL BE UultED 10 400 PSF DUE TO WATER TEST PRESSURE Or 60 PSI ACHEKD w TEST
e) NSTALLATIOH, FLANGE FRAM[ -CODw IN CONCRETE OR MASONRY OPENING USE 3/16 DIA
TAPCON ANCHORS Or SUFFICIENT LENGTH 70 PROWDE MIN 1-1/.- EMBEDMENT INTO SUBSTRATE
AT LOCATIONS SHOWN ON CHART
9) SEE ELEVATION FOR KEY 10 TAPCON LOCATIONS uw EMDEDuCNt INTO WOOD BUCK10) IN51ALL /e SCREWS OF SUFFICIENT LENGTH 70 PROWDE 3/." AT ALL OTHER rAC7ORr APPLIED INS7ALLATION HOLES IF FAC TORT APPLED HC•.ES ARE HC7 PRCSE'•I.
67 SCREWS SHOULD BE RACED A, ..Aa 6• FRO.. CORNERS tr MAX 2.- OC
11) If EXACT WINDOW SIZE IS N01 LISTED w ANCHOR CHART. USE ANCHOR OUAN110- LISTED WITH
NEXT LARTER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE ROOD
12) CENERAI I•SO SERIES PICTURE WINDOW IS SHOWN THIS PRINT ALSO APPLIES 7: THE %$So SEPES
1001 W. Crosby Id. 'CanoDeD. TZ 75M•P.O.04, 8;T27-Mo. 753al
aK..c a7cr,o-
INSTALLATION E-_TAIL -
SERIES 1-50/1550 F-+NEE PW
BB N/A I
fQ0 D•I; LK .TINT:' ntCN.It/0: B I GErI:•:':
SHEATHING
6Y OTHERS
B WSIALAIION ANCHOR
SCREW SHOWN (TY9)
EXTERIOR —\
WISH
BY OTHERS
pr imETER CAULK -
6Y OTHERS
FIN TYPE WINDOW
FRAME HEADER
EXTERIOR
FIN TYPE
WINDOW
FRAME SLL
I
PERIMETER CAULK
BY OTHERS
8 SCREW — INSTALATTON
ANCHOR SHOWN
pYP.) /
EXTERIOR J
rIN15H
BY OTHERS /
SHEATHING J
BY OTHERS
CAULK BETWEEN FIN
G SHEA71NG
SHIM AS REO'D.
SEE NOTES)
1 YIN.
EMBEDMENT
IN 119EFINDOW FRAME
I{
2
JAYS
X -ODD
A BY OTHERS I II A
18 INSIALATION ANCHOR SCREW SHOWN (ITP.)
2 X w
BT OTS
c::L 7TWEEN
SHE .• h FIN
Y BY 0....HS
I' YIN.
EMBEDMENT
SHIM AS REO'D.
SEE NOTES)
SHEATHING
BY OTHERS
WINDOW WIOTH
EXTERIOR FINISH
BY OTHERS
EXTERIOR
PERIMETER CAULK
BY OTHERS
WINoow SECTION 2
HEIGHT
WINDOW WTH.-may
ANCHOR (IYP.)
O 0 O 0
O
WlIkILOSTHEROLS
0
1
0 i
By 24' OC.
MAX. (TYP.)
T} O O
WINDOW 1 EOUALLT SPACE
ANCHORS (IYP.)
HGT.
0 0
0 / O
SHIM AS REO'D. o
SEE NOTES) 0 0 0 0 o 6 MAX. (lw.)
X WOOD
ri"
Y OTHERS
i i L--6' MAX (TYP.)
CAULK BETWEEN
WINDOW FIN & ELEVATIONSHEATHING
EMIBEoENT VIEWED FROM EXTERIOR
SECTION 1
MANUFACTURER YiAbff: '
A. 3
CF-NeRAI /}) UM_lA1liM
MASTER FELS # 3 -
COMPARATIVE ANALYSIS @ ANCHOR CHART
WINOOW DESIGN PRESSURE NO OF E8 SCREWS NO Of 0090 DIA NAILS
SIZE (INCHES) CAPACITY IN PSF REO'D N FRAME REO'O. IN FRAME
WDTH/MOGHI EXTERIOR INTERIOR MEAD SILL O EA. JAMB HEAD SLL O EA JAMB
16 A 50 109 109 2 2 2 2 2 3
16 A 40 83 83 2 2 3 2 2 3
16 A 50 63 63 2 2 3 2 2 3
7 3
20 A 30 86 86 2 2 2 2
20 X 40 73 73 2 2 3 2 2
20 X 50 59 59 2 2 3 2 2
20 A 2 7 2 2
28 A 30 57 7
28 A AO 52 52 2 2 3 2 2 3
28 A 50 6 46 2 2 3 2 2 A
7
30 A 30 1 2 2 2 7
30 X .0 29 2
2 7 3 2 2
30 X 50 3 3 2 2 3 2 2
2 2 3 2
38 . 30 1 13 3 2
38 A .0 AO AO 3 3 3 3 3
s A 50 0 AO 3 3 3 3 3 A
3 1 3 1 3 1 5
AO A 30 40 AO 7
ADX .o
40 X 50 AoAO Ao0 33 33 331 33 3l 3
3 3 3 3 5
1) SM. AS REO'D. ADJACENT 70 EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM "X.
ALLOWABLE SHIM STACK TO BE 1/.'.
2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063
3) USE LATEX CAULK BE MIND WINDOW FIN AT MEAD, SILL k JAMBS.
USE LATER CAULK FOR PERIMETER SEAL AROUND EXTEROR Or WINDDW FLANGE
5) GLASS IMKKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE
GLAZING IS SHOWN, INSULATING GLASS IS ALSO OUAUfIED
6) WHERE WATER RESISTANCE TEST REOUIREMENI OF 15R OF DESIGN LOAD APPLIES PO97TVE DESIGN
LOADS WILL BE LIMITED 10 .00 PSF DUE 10 WATER TEST PRESSURE Or 60 PSr ACHIEVEDINTEST
1) INSTALLATION; FIN rRAME WINDOW IN WOOD FRAME OPENING WTM IWO BT WOOD STUDS. USING
00901N, OIA NALS OR /8 SCREWS Or SUrrICIEN7 LENGTH TO PROVIDE MIN I' EMBEDMENT R170
SUBSTRATE,
8) IF EXACT WHDOw 92E IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OIAN717Y LISTED WITH
ME A7 LARGER SIZE
9) GENERAL ALUMINULI$ 1140 SERIES SINGLE HUNG IS SHOWN, THIS PRINT ALSO APPLIES TO THE 1940
INSULATING. CLASS SINGLE HUNG SERIES
1001 W.Onby Rd.•C9DemeA It 2500E-1.0 p1- 811022•DMS.13 2SRI
a••c n¢r+o-
ASSEMBLY DRAWRNG
SERIES ITAO/19A0 TDL SINGLE HUNG WINDOW
y... •• -P R• M.M
BD N A
no wn 9c .,A.M•
S+M REW90H :C _ 11/05i01 B GEN—OOt3
I' MIN VINDpv WIDTH-
ISME.IMIMG
EMBEDMENT
Ir OIMERS
2 X IT WOOD
t* 07MCRS SHIM AS RE 0'D. I
S.CC
2,101001
ITHERS CAULX
BEHIND rIN rIN TYPE WINDOW D
INS 7 ALLAi ION IR.MC JAMB EXTERIOR
r
IHISH ANCHOR
SC4CV BY
OTHERS SHIM .
S REDD GLAZING NI PERIMETER
CAULK SEE
NOTES) ITOTHERSI/."
MAX HIM
SPACECXTERIOR
k1-11.1M-D PERIMETER
CAULrIN TYPEITOIHCRSVINDOv (
RAMC..DERt
INSEXTERIORAHORrINISN
CGLAZING
SCEROTES) EXTERIOR
rIN
IIPC rRAME
SIU PERIME7EI
II
DINER EXTERIOR
r
INISH IIOTHERSwCA
IwIN„ Ir
OTHERS ON COMPARATIVE
ANALYSIS 8 ANCHOR CHART WINDOW
DESIGN
PRESSURE NO Or .B SCREWS NO Or 0099 DIA NA!L3 SIZEINCHES)
CAPACITY IN PSr REOUIRCD IN FRAME REQUIRED IN rRAME VIDIH/
KIGMT EXTERIOC INTERIOR HEAD t SILT E. JAM( MEAD L SILL I CA JAMS 20 •
70 0 0 2 2 2 2 20
1 40 0 0 2 3 2 2 20
X 50 0 0 2 3 2 3 2
3 30 .
30 0 0 2 30 .
40 0 0 2 3 2 3 30
X SO 0 0 2 3 2 J 0 .
60 0 2 2 10
X 0 D 2 0
X 40 40 0 3 3 3 0
X SD 0 0 3 3 3 0
x 7 3 3 5 50
70 0 0 2 50
x AO 0 0 7 J 3 50
D 0 0 3 J 50 .
6S0 AO 0 73 5 13
1 IT
OTHERS CENTRAL yFLORU ®A SECTION
TB.O.
A.F. A.F. BY OiCRi
MA.N A-TuRNAM. MASTER 1-
11?
4L pA, r ZJHINUP7 WINDOW I.
WINDOW
WIDTH -{ MASTER FELL # . . IHEIGHT IVIK
ECo
D
SHIM SPACE
XB INSTALL.
I ION A)dNOR
SCREW 2 X
WOOD II DTMERS
IRC WATER
RESISTANCE TEST RECuIRCNCN7 Or 15% Or DESIGN LOAD APPLIES. POSITIVE DESIGN
LOADS VILL BE LIMITED TO ADO PSr DUE TO WATER TES7 RESSURE air
60 PST, ACHIEVED IN TEST. 2) INSTALLAI
IO+ rIN rRANC vINDOv IN WOOD rRAME OPENING WITH TWO Ir WOOD STUDS USING .
B SCREWS Or SurrIC1ENT LENGTH TO PROVIDE MIN V EMBEDMENT INTO SUBSTRATE
OO OD99 TN DIA MAILS 3, Ir
EXACT vINDDv SIZE IS NO7 LISTED IN ANCHOR CHART. USE OUANTITT LISTED 2 VIIH
NEXT LARGER SIZE. SHIN AS
RCO D ADJACENT TO CACH INSTALLATION ANCHOR WITH LOAD BLARING SHIM EOUALLI SPACE
MAX. ALLOWABLE SHIM S1ACK 10 BE 1/." ANCHORS (TIP)
51 VINDUV rRAHC MATCRIAL ALUMINUM ALLOT 6063. 6) USE
LA CAULK BEHIND WINDOW rIN AT HEAD. SILL L JAMBS. 71 USE
LATEX EAUX fpR PERIMETER SEAL AROUND Cal(RIOt Or WINDOW rl.NGi B) rL
ASS THICKNESS MAY VARY PER REOUIREMEM S Or ASTM (IJDD GLASS CHARTS SIMfLC GLAZING
IS SHOWN. INSULATING GLASS ALSO OUALIr ICD 91 GENERAL
ALuMINUmS 1100 SERIES PICTURE WINDOW IS SHOWN THIS PRIM ALSO APPLIES i0
19DD SERIES PIC TuRC WINDOW. 1 1
I 6' MAX 'TIP.) 0 00
0 0 0 6' MAX.
ITYP)- ELEVATION VIEWED
FROM
Er'TERIOR
1
1
II1
CAULK ICI -CC --
WOOD RUCK L
SO.• ®ENInG
1T OIN(RS
CAULK BET WEED WINDOW
fIANGE t v0o0 HICK
FO.CRCIC D. S011NIH4 \ BT
DINE OTH(RS rER10R
rINISN- IT
01HCRS PERIMETER
CAULK• IT
OTHERS FLANGE
TYPE - WIMDow
FRANC HEADER
WINDOW
E.IERIDI HEIGHT
DNE
tT WOOD NOTES BUCKS,
DINERS 1) SHIM AS REDD AT EACH INSTALLATION ANCHOR USING LOAD P.EMw,; SHM M,UI ALLOWABLE
SHIM STACK TO BE 1/•-. INSIAII•
IION 2) WINDOW FRAUE MATERIAL ALUMINUM ALLOY 6063 PCwCHD1rD/16• DIA IAON USE LAIC.
CAULK BE—D WINDOW LANGE AT HEAD, S&L & JAMBS. A) VSC
LATE. CAULK FOR PERIMCTEP SEAL AROUND CAI[RIOR OF WIMOU FLANGE SHIM Aj
PEO0 r ISEC
NOICSU 5) GLASS
IMICKNNESS MAT vMT PER TH[ REOUREMENIS OF AS-.0 E1300 GLASS CHARTS 61 DESIGN
PRESSURE CARACIT, or vIN0OW L INSTALLATION IS LIMITED 1C •00 PSr. 71 rOR
INSTALLATION Or rLANGE rRANC .1.DOvS IH CONCRETE OR —SW, OPENING USE 1 3/16' CIA TAPCON TYPE AMC"ORS Or SUrf ICIENI LCNGTH TO PRO v IDC •IN T CMIEDMENT
INTO SUBSTRATE PLACC AMC HDNS 6_MA. rRoM CORNERS L 2c• OC A. BETWEEN d
01
BUILD
DOWN AROUND CuRvCD PORTION (IF WINDOW FRANC To BE CNGIWLERED 11 OTHERS EMBEDN¢NT
Q BUILD
DOWN
MUST IC Q Slf rl[I[nT fia[NG rM TO AD[OW T[L. IRAMS-ER LOAD FROM WINDOW TO
THE STRUCTURE 9) CLEVA11ONS
SHOW CONNUN CONFIGURATIONS IT IS NOT INTENDED TO LI.11 USE Or THIS 1/N•
MA. PRO DWI To DES[ IWo CONFIGURATIONS THIS SHCET APPLIES I ALL CONFIGURATIONS SMIM SPACE
iH•7 [w BE MANUFACTURED rRON INC 1.50/1550 SERIES DESIGNER FINED vINDOv f RAMINC,
STSTCM CENTRAL FLORIDA
B.O.A.F. MANUFACTURER NAME:
FVE/PA-
L..41 (1,H11YUH MASTER FELE # .
2 AA7PG NTr
SEE NOTES,
BUCK MIGHT
SHIMAS
REO'D ISLE NOTES)
rLANGE T'
PA—\ VINDOv
FRA
SILL OTC
BT
WOOD TUCK 11
PERIMETER CAOTHERS
1TOTHERSIf I/
A• MA.
SHIM SPACE a
a C.
TER]OR
fiMISN J IT OTHERS .O
d 1 J CAULK
IEIVCEN WINDOW
FLANGE L WODD
BUCK MIN EMRCDNCNI CONCRETE
OR
INSIALLAIION
A CNOR M•SORT DIME "
11* 3/16• D1A IAVCON 3,DINERS CAULK
BE,WOOD
HICK L MASONRY OPENING 1•
OTHERS SECTION I HEHE
GHW 1
1IGHT 2IWINDOWWIDTH ,
ELEVATION
VIEWED
FROM EXTERIOR
y
j I II
I i
JL III-
ASIM—
J
1/.'
MA. SHIM SPACE SHIM AS
GEO'D
1-I/•' WIN t TCE .Q7Ef1 CM3EDMCN1
FLANGE 1•PE C•
ILK IlE lv[[N V INI7Gv FRAN( MOOD
L JAMI OPEK ru S'• (
NINL 41, o1HERS WINDOW
HEIGHT 0 4U0G
t11R
INSTALLATION
ANCHOR
SEC lolls.4 0/
16• DI. IAPCON OC IT WOOD PERIMETER
CAULK BUCK Br
OTHERS Ir DIN[4S E.
TERIOR rINISH CAULK
BETWEEN tT OTHERS
WINDOW FLANGE
WOOD DUEK
vl•IOv
VIDIM —.-I
CONCRETE OR MAsnNRT OPENING SECTION 2
BY OTHER:
I --, WINDOW
WIDTH ELEVATION
VIEWED
FROM EXTERIOR
I(
pl B, Gn>,
Rp • C-.14L tt 7500E • 1.0 a CI5077 -D.O7I. TV75L1 INSTALLATION DRAWING ONE BY
BUCK SERIES 1450/1550 DESIGNER
PICTURE WINDOW P•.• n c•.R
n arc ae N/A lCL+
MIt FvG R'
IG" 3/20/
02 B I GEN-0C-25
SHEBT CT. La!
CAULK IN
EXTERIOR F
B1 OTHERS
PERIME TER
CAT81OTHERS
FIN TYPE
F R.NE HE
GLAnNG (T..,, LLLLtaw
SCE NOTES
FIN TTPE —/ FRAME SILL
PCVETCR CAULK J
BY OTHERS
is .ISIAL"TNC. J
ANCHOR STREW (TTP )
EAFER-OR FINISH J
BY OTHERS
CAV-A BEHIND fw -
SHEATHING
BY OTHERS
ffm
NSTALLATICN
NOR SCREW (Tn )
SHIM AS REDO
SEE NOTES
SHIM SPACE
1
7
DOwHEIGHT
I/.- MAR.
SHIM SPACE
SHIM AS REO'D
SCE NOTES
1 WN 2. FRAMING
MBEO.E. Bl OTHERS
SECTION 1
NO;:
I) DESIGN PRESSURE CATACITY Or WINDOW 4 wSTµLANON IS 400 PSr.
7) INSTALLATION OF NIX FRAME WINDOW IN WOOD [RAMC OPENING WITH TWO
BY WOOD SIDS. USING OC99 IH CIA NAILS RACE 099 WAILS 6' FROM
CORNERS MAA t B' OC MAX BETWEEN
3) CDR INSTALLATION OF Fw FRAME WIDOW w WOOD FRAME OPENING WITH
TWO By WOOD STUCS. LIENG 95 SCREWS OF SUFFICIENT LENGTH TO
TIROvIDE MIN, I IN, EMBEDMENT INTO SUBSTRATE. PLSCC SCREWS 6' MAX
rROM CORNERS 4 3•' CC M ,, BE TWEEN,
Sr AS REO'D. AO_ACEvi TO EACH INSTALLATION ANCHOR WITH LOAD
BE.RING SHIM MAX ALLOWABLE SHIM STACK 10 BE 1/4.
WINDOW FPAME MAT-A-L ALUMINUM µLOT 6053
6) USE LATEX CAULK BEHINC WINDOW FIN AT HEAD. SILL k JAMBS
F) USE LATEX CAULK FOR PERW[TER SCAT AROUND EXTERIOR Of
WINDOW FLANGE.
B) GLASS THICKNESS MAY vAR1 PER THE REOUIREMENTS OF ASTM E13W
CLASS CHARTS
9) BUILD DOWN AROUND CURvEO PORTION Or WINDOW FRAM[ TO BE
EHGNEERED By OTHERS BUILD DOWN MUST BE OF SUFFICIENT
STRENGTH TO AOCOUATELY TRANSFER LOAD FROM WINDOW TO THE
STRUCTURE.
10) ELEMATIONS SHOW COMMON CO.+?IGURATIONS. IT IS NOT INTENDED TO
LIMII USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS THIS
SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MAHUFACTUREO
FROM THE 1100/1900 SERIES DESIGNER fU1ED PICTURE WINDOW
FRAMING SYSTEM
CENTRAL. FLORIDA B. O. A. F.
MANUFACTURER NAME:
4 F ERg;q Ai /Ann /n// I!W
MASTER TILE ## R
r- WINDOW WDTH .I
WNDOW
0
HEIGHT
2
O
I_.XIJ
ELEVATION
VIEWED FROM EXTERIOR
M k
SHIM SPACE
TWO BY FR...0
y.Iu •S RCO'0 B1 On.CRS
FR I
FRAM[E yuB
1' Mw
EMBEDMENT
I
SEATING
BOTHERS C`
A:qLKNqEwmo C'AZINC (TYP) FIN SEE
NOTES EXTERIOR
FINTSN 81 OTHERS EXIT.,
93INSTALLATION
ANCHOR
SCREW (TIP ) DO
W WIDTH
PERIMEIER
CAULK BT
OTHERS SECTION
2 WINDOW
WDTH I
0 0 WINDOW
HEIGHT / O
1 -.
01 ELEVATION
VIEWED
FROM EXTERIOR
CAULx BETWEEN WOOD
BUCK r MASONRY
OPENNG BY OirHERS
ONE BY WOOD
BUCK By OTHER
CAULK BETWEEN WINDOWRANGE • WEEN BRICKuCK
CONCRETE OR
MASONRY OPENINGBYOTHER
EXIER,o1 FINISH J
61 OTHER /
PERIMETER CAULK J
BY DINER
FLANGE TYPE
WNDOW FRAME
HEADER
WINDOWHEIGT EXTERIORDO
RNDO W IR..E ^
SILL \
TYPE
PERIMETER CAULK
By OTHER
INS TALLAIION ANCHOR
3/1B' OA IAPCON
SNIM :SIRE 0'0
SEE 0IS)
T
1 1/4' MIN
EMBEDMENT
SUAX
PRE CAST
Br OTN(RS CAULK BETWEEN WINDOW FL XHGE
r PRE CAST SILL WITH VULKEM
SECTION 1 116 ADHESIVE CAULK OR SCHNEE
u0REHEAD 8500 ADHESIVE SEALANT
tgiu
BUCK WIDTH
FLANGE TYPE
1/N'SNM
WINDOW FRAME
SPACE M
JAMB <
ONE BT WOOD
BUCK BY OTHER
C. to ENT
SNRJ AS REOL
SEE NOTES)
CONCRETE OR
SONRT OPENING
BY OTHER
INSTALLATION ANCHOR
3/I6' CIA. IARCpn
PERIMETER CAULK Q
By OTHERS CAM. e[TWECH
I
WINDOW WIDTH -i
WOOD BUCK •
MASONR' OPENING
BY OTHERS
EXTERIOR
CAULK BETWEEN EXTERIOR
WINDOW FLANGE FINISHWITOTHER
WOCD-BUCK
SECTION 2
ANCHOR (TIP.)
H J N
DClWCHI g I
J
I WINDOW I
1) SHIM AS REO'D AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX.
ALLOWAELE SHIM STACK TO BE 1/4'
2) WINDOW :RAME MATERIAL: ALUMINUM ALLOY 6063
3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS.SILL MUST BE
ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EOUAL
APPLICATION OF VULKIM 116 ADHESIVE CAULK OR SCNEE-MORENEAD 8500 ADHESIVE CAULK
AT FRAME SILL MUST COMPLY W11H SEALANT MANUFACTURER'S RECOMMENDATION
5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE
6) CLASS THICKNESS MAY VARY PER THE REOULREMENTS OF ASTM MOO GLASS CHART
SINGLE GLASS IS SHOWN. INSLAAaNG CLASS IS ALSO CRJALIrIED.
7) GENERAL ALUMINUM'S 1450 SERIES MODIFIED SLIDER IS SHOWN. THIS PRINT ALSO APPLIES TO
THE TSLO SERIES MODIFIED SLIDER INSULATING GLASS
B) DRAWING APPLIES 10 INSTALLATION OF 'LANCE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE
16a A TAYCONSHOWNA NOAOF SUrrK;IENT LENGTH TO PROVIDE MIN,1-1/. EMBEDMENT INTO SUBSTRATE
9) SEE ELEVATIONS FOR KEY 10 TAPCON LOCATIONS
10) INSTALL FB SCREWS Or SUFFICIENT LENGTH TO PROVIDE 3/4 MIN EMBEDMENI MID WOOD BUCK AT ALL
FACTORY APPLIED INSIALLA110N MOLES WHERE 1APCONS ARE REDO
11) IF EXACT WIM D, SIZE IS NOT LISTED w ANCHOR CHART, USE ANCHOR OUANIITY LISTED WHIN NEXT
LARGER <STE
D
F
2
G
ELEVATION
VIEWED FROM EXTERIOR
o3-7a-aL-
COMPARATIVE ANALYSIS h TAPCON ANCHOR LOCATION CHART
WINDOW SIZES DESIGN PRESSURE TAPCON AND(0.i LOCATION
INCHES CAPACITY IN PSF REO'D. IN FRAME
WIDTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS
24 x 12 40 110 H.K A,G
24 x 24 40 67 H,K A,G
24 x 36 40 45 H,K A,G
24 x 48 40 40 H,K A,G
36 x 12 40 85 H,K A,G
36 x 24 40 45 H,K A,G
36 x 36 40 40 H,K A,G
36 X 42 40 40 H,K A,G
36 x 48 40 40 H,K A,G
36 x 55 40 40 H,K A B.F,G
48 x 12 40 77 H,K A,G
48 x 24 40 40 H.K A,G
48 x 36 40 40 H,K A,G
48 x 42 40 40 H,K A,G
48 x 48 40 40 H,K A,G
48 x 55 40 40 H.K A,B,F,G
60 x 12 40 73 HA A,G
60 x 24 40 40 H,K A,G
60 x 36 40 40 H,K A,G
60 A 42 40 40 H,K A.G
60 x 48 40 40 H,K A.B.F,G
60 x 55 40 40 H,K A,B.F,G
72 x 12 40 70 H.K A.G
72 x 24 40 40 H,K A,G
72 x 36 40 40 H,K A,G
72 x 42 40 40 H,K A,B,F,G
72 x 48 40 40 H,K A,B.F,G
72 x 55 40 40 H,K B.C.D.F,G
CENTRAL FLORA R. O. A. F.
MANUFACTURER NAME:
Fa/E&& A9 z rr K L/,=
MASTER FILE # 8
1 O.T3/L
20/02
X• wp,<t Nf.[AK• rPW, :M Rr.Ip . ... YR :r .a.1.p .TC. Ml•X NM 14H
l
SHE A TYING
CAULK BETv._EN FIN
BY OTHER
h SHEA ,NC
I MIN
5 SCREW '
NSTALW
MBEDMENTANCHORTYP.)
j FRAMINGBybrCRFli[1yEr OTNERSB7OTr._RS-
ERIVETE'. CAULr1/4• MAX
BY OTHERHIM SPACE
F:V TYPEvFNOCnSHIM AS R_O'0FRAMEHEADE(
SEE NOTES)
WINDOWHEIGHT
cxT RI R
nN TYPE
II II RI WY.L
SILL STOOL
BY OTHER
r SHEATHING 2 X FRAMING
11
B1 OTHER Br OTHERS
I CAULK BEiwEEN
5H 55
1/A MAX SHEATHING ([ FIN
SEE ROTE;j D SHIM SPACE By OTHERS
FIN TYPE 1"MIN,
WINOOw FRAME 'EMBEDMENT
JAMB
8 SCREW
INSTALATION
ANCHOR (TYP )
WINDOW WIDTH EXTERIOR FINISH
By OTHERS
XT RI PERIMETER CAULK
BY OTHERS
SECTION 2
6"MAX,(TYP) —
EQUALLY SPACE
ANCHORS I I
O HEAD, 4LL. 'TIhJAMBS)
PERIMETER CAULK-/
L 1/4MAX B1
OTHER SHIM SPACE SHIM
AS REO'0 8
SCREW (SEE NOTES) WINDOW HEIGHT
INSTAL
ATION ANCHOR (
TYP.) HEIGHT j %
FRAMING \ BY
OTHERS rXTER
OR F:
VIS \ Y
G-iERS `CAULK BETWEEN WINDOW
FIN @ S.
EA-SING SHEATHING jY
C-HER I MIN EMBEDMENT
SECTION
1 G_'.
j R._ NOTES 2A" OC 1)
S- AS REC'D ADJACENT TO EACH INSTALLA :O.\ ANCHOR NTH LOAD MA%(T7P) I e-
s,INC SHIM MAX ALLOWABLE SHIM STACY TO BE 1/4', 2)
V...JOW FRAME MATERIAL ALLOT 6063 3)
U__ LATEX CAULK BEHIND WINDOW FIN AT HEAD ,SILL B JAMBS AT
US: LATEX CAULK FOR PERIMETER SEAL ARC.ND EXTERIOR OF WINDOW FF -
ME. S)
G' 1SS THICKNESS MAT VARY PER THE REOUI'EM_v TS OF ASIM E13W SI'.:
LE GLAZING IS SHOWN. INSULATING GLASS IS ALSO QUALIFIED 6)
DR 1..G APPLf_S 70 INSTALL.TION OF FIN FRAME ..:3W . R000 FRAME OPENwC A--
TWO ay w300 STUDS USING 099 IN -A HA:-S CR F6 SCREWS OF SUFFICIENT Lt%;
7H TO PR -VIDE MINI Eu3EDMENT INI\+ SUSSTR•-,. 7)
If !.ACT w :W SIZE IS nOT USTE0 RI CHAS T, -SE A\CH67 CLIANTITY LISTED N11• 6)
a:•- LARGER STE. EiALLUV-wM' S 1150 SERIES HORIZONT.L S' .7E- IS S••OWN, THIS PRIxI ALSO AF=,
ES TO T-E 1980 w5U.A7.0 CLASS HCS.IOI.7AL TL'OER SERIES 0
ANCHOR (
TYP,) WINDOW
WIDHT ELEVATION
wEWED
FROM EXTERIOR':. Q
ZQ•OL COMPARATIVE
ANALYSIS & ANCHOR. CUAIIITITY CHART DESIGN
PRESSURE J8 SCPEwS REOD 099 NA:LS REO0 CAPACITY
IN PSF IN FRAME IN FRAME EXTERIOR
INTERIOR HEAD EACH HEAD EACH r4. SILL JAMB Q SILL JAMB 40
40 2 2 2 2 40
40 2 2 2 2 40
40 2 2 2 3 24
x 48 40 40 2 3 2 4 36
x 12 40 40 2 2 3 2 36
X 24 40 40 2 2 3 2 36
x 36 40 40 2 2 3 3 36
X 42 40 40 2 3 3 3 36
x 48 40 40 2 3 3 4 36
x 55 40 40 2 3 3 5 48
x 12 40 77 3 2 4 2 48
x 24 40 40 3 2 4 2 48
x 36 40 40 3 2 4 3 48
x 42 40 40 3 3 4 3 48
x 48 40 40 3 3 4 4 48
x 55 40 40 3 3 4 5 60
x 12 40 73 3 2 6 2 60
x 24 40 40 3 2 6 2 60
x 36 40 40 3 2 6 3 60
x 42 40 40 3 3 6 3 60
x 48 40 40 3 3 6 4 60
x 55 40 40 3 3 6 5 72
x 12 40 70 4 2 7 2 72
x 24 40 40 4 2 7 2 72
x 36 40 40 4 2 7 3 72
x 42 40 40 4 3 7 3 72
x 48 40 40 4 3 7 4 72
x 55 40 40 4 3 7 5 i
ENT- Ri- L FLORIDA B.O.A. it . MANUFACTURER
NAME: IMAS
i ER FILE # (1 ft—
fnrl
LLA-4-1 O 1T00[ •F.Q IiK 111977.O+x TI 7191 INSTALLATION
DRAWING WOOD FRAME STRUCTURE SERIES
1150 /1960 UMFIED HORIZONTAL SLICER DRN
C- 0 TC " es
N/A e.
o• nw. o•T[ 9Rv HV•.err 03/
II/02 GEN-Oi,j°
MULLION
ANCHOR
BRACKET
WINDOW
FRAME JAMB
TYP.)
MULLION
DIE NO. 1445
SECTION A -A
uEXTERIOR
Ill.
ELEVATION
INSTALLATION
ANCHOR
TYP.)
DWC No: GEN-0452
CsA P
MULLION
DIE NO. 1445
MULLIONANCHORBRACKET
CENTRAL FLORAR.O.
MANUFACTURER NAMa
C INSTALLATION
TER FILE #
SELF TAPPING °
SMS (TYP.)
SUBSTRATESECTION B-B
T- 8
ANCHOR
TYP.)
lvSEENOTES
2 & #3
a
I
o
1- 7 8""--I
NOTES:
1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE N0.
1445, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY
SIDE.
2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16"
DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN.
EMBEDMENT INTO CONCRETE OR MASONRY.
3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10
SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD
FRAMING.
4) MULLION ATTACHMENT IN SECTION B-B ISTYP. AT HEAD cotSILL.
GENERAL ALUMINUM CORP.
CARROLLTON,TEXAS
T'TLE:FINVERTICALMULLIONINSTALLATIONDETAILALUMINUMTUBEMULLION,DIEN0.1445
AREA:ORN: JS APvD: — — — — DATE:3/1%/O2
wi/vT: _ ___SCALE:HALF
MATT:---- DWGNO:GEN-
04S2PREPAREDaPARIoOr.WaaaPROci i H.CORP..., ]50 wiERNALICf1Al Acrr, nEAfMNOw, FLORIDA )]74E PnOnE 407-EOS-0363 IAA.07-605-o]6E
1 ar
GENERAL ALUMINUM CORP.
HORIZONTAL MULLION DESIGN LOAD CAPACITIES
EXTRUDED ALUMINUM TUBE MULLION #1445
WHEN USED FOR MULLING TRANSOM
FLANGE
HORZ.
MULLION
MULL SPAN>
WDW. HGT. V
53.000 61.000 74.000 96.000 106.250
26.000 222 153 92 38 26
38.375 198 135 80 34 23
50.625 190 126 74 31 21
54.625 189 125 72 30 21
55.625 189 125 72 30 20
63.000 189 124 70 29 20
72.000 189 124 70 28 19
NOTES:
CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1445 USED HORIZONTALLY.
CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN.
WINDOW HEIGHTS SHOWN ON "Y" AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS
BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT.
READ MULLION SPAN AND WINDOW HEIGHT IN INCHES.
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF.
PREPARED BY:
PRODUCT d APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-03651 FAX 407 805-0366
CA020039
12-Jan-2002
01-1201
A. S
GENERAL ALUMINUM CORPORATION
HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION DIE #1445
FLANGE
VERTICAL
S.H. SIZES
WDW. WTH. >
WDW. HGT. V
19.125 26.500 30.500 37.000 48.000 53.125
26.000 1609 1497 1497 1497 1497 1497
38.375 622 515 486 466 465 465
50.625 331 262 241 219 203 203
54.625 279 220 200 180 164 162
55.625 268 211 192 172 156 153
63.000 204 158 143 127 112 108
72.000 153 117 106 92 79 76
CHART APPLIES ONLY TO MUWON #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT d APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 8054M I FAX 407 805-0366
CA020122
FEB. 19, 2002
02-0217
A ilf
GENERAL ALUMINUM CORPORATION
HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION DIE #1445
FLANGE
VERTICAL
P.W. SIZES
WDW. WTH. >
WDW. HGT. V
16.000 24.000 36.000 48.000 53.125. 73.000
16.000 1609 1497 1497 1497 1497 1497
24.000 622 515 486 466 465 465
30.000 331 262 241i 219 203 203
36.000 279 220 200 180 164 162
48.000 268 211 192 172 156 153
60.000 204 158 143 127 112 108
72.000 153 117 106 92 79 76
CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT 6 APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-03651 FAX 407 805M66
CA020123
FEB. 19, 2002
02-0217
DWG NO:
q-0-151
STALLATION
vCHOR
YP.) MULLION
G;E N0. 1446
I II I
I II I
I II I
8 SELF TAPPING I II
SMS (TYP.) I II I
I I
I
MULLION INSTALLATION
ANCHOR ANCHOR
BRACKET (TYP.)
MULLION
DIE NO. 1446
SECTION A- A
8
A
a
MULLI
ANCH
BRACK
WINDOW
FRAME JAMB
TYP.)
c v
v a
a
c 4
SUBSTRATE
J
a v
SEE NOTES
a #2 & #3
0
SECTION B-B
CENTRAL FLOMA B.C. A.
Li MAM-HACTURER
EXTERIOR ELEVATION -
MASTER FILE # 5'
NOTES:
1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO.
1446, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP.:
SIDE. CARROLLTON, TEXAS
2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16"
DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETAIL
EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446
3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10
AREA: DRN: APRVD: ---- DwTE:
SCREWS OF SUFFICIENT LTH TO ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD ---- JS 3/1,;==
FRAMING. WT/FT: SCALE: MATL' DwC N0:
HALF ---- GE r
YRLFARED UT. YRWULI nn„w• • nn . ....-.. .......-. ..
SHEATHING
BY GTHEP.S
STUCCO J
OR SIDING
BY OTHERS
PERIMETER
CAULK BT
OTHERS
SHIM G$ 4E 0'G
INS -ALL A T!Ch ANC.•CP. -— DOOR vIDIM /A• MAX SHIN SPACE
Tv0 3Y WOOD
SEE NOTE :8 SCREW 1-I/8 MI N By OTHERS
CAULK BETWEEN I
fn3CDMfei
DOCK :LANCE TvO 3, v000 SLIDING GLASS
L SHEATHING BT OTHERS DOOR rRA,TE
JAMB
SLIDING GLASS DOOR
HOC STRIP
1/a MAX.
SHIM AS REO'D.
r (SEE IROTES)
R fT \ \ I I SHIM SPACE
1-1/8, MIN --
EMBEDMENT
SLIDING GLASS
DOOR FRAME
HEAD
TEMPERED GLASS
TYP.)
PERIMETER
CAULK BY
OTHERS
Li U ` TEMPERED
I GLASS (TYP.)
IL,_ . t .A+..A .T .-'A =- ii S .
DOOR
r L'Lr%=- I!'LLe . HEIGHT SECTION B-BI;r
to loA uDERS _
SLIDING GLASS
Dajp,,rR
SILL
D
1 I
INSTALLATION ANCHOR
B SCREW
CAULK BETVEEN
DOOR FLANGE
1 SHEATHING
SHEATHING
BY OTHERS TEMPERED GLASS —
STUCCO (TYP.)
OR SIDING
By OTHERS SLIDING GLASS DOOR
INTERLOCK
rc 'Ie
iN$-GL!ATIC N Gr.CHCR '
R8 SC'.Ev
TvG BT WOOD ,
3T eiH as
CAULV 3ETvEEN
MOCK STRIP L
SHEATHING
SHEATHING —
BT OTHCRS
STUCCO OR SIDING
BY OTHERS
HOOK STRIP DETAIL
1-I/9' MIN.
CMBEDMENT
Ili DOOR —TE:IK• AI. ALLOT LCAI
it RR D.STALLAT IO. SCREWS ,UST SE Or SIlrIC1ENT LEHOTM r0 ACMIEWC ,TM EMKOCMT
or WOOD,1.1/R' 1.10WOOD,TAPEON INK MIALLATIO. AK,OHS Ar SILL MIT K OrU,IICIEMI LINGIN TO ACMIEVC MlM r- KpCNT Of I-VW A' 10 —A "T a CCICKIL IN:
GALL ATIp. A.C,OR C., O. LA. 0 lwlf SRCEi. USE
SILICOMZED ACR TLIC CALL• KMIwD Dta, rLA-GE AI KAD L Y SS. S,
WSL IIL ICO.IZCa KRTLIC CALL, rCp P(RIKIER SEAL AND I) EAICRIp1 Or COOLDOORK. A, jr E[ACT D1 SIZE IS NOT LISTED IM A.OR C..AAT. USE ANCHOR O,AwTITT LISTED WIN MET' L.
RUR SIZE. fQ INC Rta.IA:E 3ESICM /RESSIRE KO'C. - rCv
POC[EI D" SIZES USE CLOSEST 11-SS DOER SIZE L COf ICIONATEO. :0 rWIyCD O"INC. 3
PLACE WSTALt-ATICP• ANCNORS. W rep.l Q HODt! STRIP AS SHOWM R,
CLASS THICKET( I WART PER R!DAREKwIS OF ATT., C13M CL.SS CMARIS 7,
DCOI ,NII IS APMWCa USUG I[NC CD 6LAS: W S1KLC GL ZED (WWSILAtING (LASS 10, yMt /
SILL CORKRS ARC TO RE :GALE) WIT. A SMLL AIMT CAM SCALE? III SMW
AS KO.0. AI CA SCr U IwiT ALLAI TOM AKNOIIL N.Aa ALLOvA)tC SMIw SIK[ 10 K 1/.' IC, ALL
IwSrKLArl01 ALTERS MST !C M•DE U C7RIOSIp. R[fISTaMT MANE PIAIf IT, WN(•
C - K!RESCMIS .OvWG PAN[L —0 9' [+R({[Mt: rla[D +AKI AMRLWto C Mr11L
TICS .R[ jC LISTED O. ^C"" CMA.1 CT. SACK O< IMIS SKCI. EX ERI
ELE `1 1., NOT ALL c:N.IGI.TICM LIT NCO AlcvE ARE s.Ovw p, TYIS DRAWING..OWEWER M ALVIIG. J 1
T R
V A T I iy SECTI(P: •. •S-S• L ,GROG TIRIP ZTA(L PLT TO IMTAL4TION Cr ALL APPROVED D EY
3E
SMf N i COW IGXI.T IO.S. d 1-
1/a' M!N. 2 FANEL DOOR $HQVN ID) fLOR10A
C[IRUKm tt RS IORICT S::OIGLASS+L .aff DOOR iSSNOVMTHIS PRINT O a1_.ES 17 T 2000 fCRI[f
AMp
700 SUICL d A A D
I
LIBERALLY
APP-S
OR
S.SING LDER
SIL
OR L SE- SI!
LIN
BEp !
NSTALlAi1CN ANCHOR OF C:NCRE-t 3/
I5' DIA. T.PCGN SECTS N A-o Ft
12002 DESCRIPTION DATE I
INI F
L O R I D A INTRINC.rtS SANFOP!'. FL. TITLE: SL!
DING
GLASS DOOR
INSTALLATION VITH =8 SCREWS DPAWN
BY: ?? AFT ROVED BY:
ATE: ![::ifr,; (SCALE: Nt: IDWG ;'
L[tY2: S-• '
CONCRETE OR
M,$ NRT OPENING
SHIP AS RE'C•D
TSCE MOTES)
By C-117:is
CAULK KIVEEN
DOOR rL I"-*
L VMO BUCK CAULK I[TVEEN
L'OOD BUCK L
RIM' PCRIHE TCR MAS'T. OPENING
CAULK BT Dr OTHERS
OTHERS 1
STUCCO Q
BY OTN`Rv Q If/
INSTALLATION
ANCHOR I
SCP.EV 11 YP. VHERE — IAPCONS
ARE N01 REO'DJ SLIDING
GLASS I
A
LW-
R (GAME ILL
O
D
LMRALLT
APPLY CA(
LKIMG LINDER SILL OR
SET Sill IN ?ED INSTALLATION ANCHOR Er
CONCRETE 5/16' DID, TAPCOM SECTION
A -A INSTALLATION
ANC MDR 3/
16' DIA. IAPCON INSTALLATION
ANCHOR 9
SCRE_, (!IF VHERC ON_
By L'OOD TAPCO,,
S A<E HOT REO'D) PUCK
BY OTHERS r
1 1/4' MiN I
EMBEDMENT i
SLIDING GLASS DOOR
FRAME JAMB
MA
I. D
SHIM SPACE 1
D
SLIDING
GLASS DOOR
rRAW- HEAD
J\"—
TEMPERED GLASS (TYPJ' DOOR
HEIGHTA
1) MOW NATCRIAL, ALWMIH ALLOT 6063. 2)
IAPCOM TT/C INS IAILATION •KNOB K MAIICCrSUFFICIENTLENGTHTOACHIEVEHIM, ENKDNT or1-
1/P IN10 MASORT OR CDCQEIE. D)
ALTERNATE IAPCDN INSIALLATION ANCHORS FRONT TO SAAR IN ALL rRAME NCHI(RS. IAKON
ANCHOR CHART ON IKI OP 1MT, SKCI. 3)
USE IILICDOIED ACRYLIC CAULK RE HIT WM ILAHI( AT KAD I JAHIL 6)
USE SILICDNISED ACRYLIC CAIAK Foe PCRIKT CR SE" A"'L. CKl(Rlbt OP DOM T) O EXACT 1010 SIIE IS HOT LISTED IM ArCMI SE" USE ANCHOR OUANIITT LISTED VITH KIT I_,
SIIE. roe 1,C 'U PRC/RIAIC 0ESIGH MKSS1IE STTL B)
r W POE., DIDt SITES USE CLOSEST BYPASS DOOR SIZE I CbfIGLXAIIDN TO fINISKO OPENING LASS
tA[D4. IN rRbn OP )(DE iTRE AS fYQvM 5) LASS TNICI+C SS HAY OLE 1'CR REOWD(SIG KNi5 OP ASIAIPCO EI300 GLASS CHAULD st 10) ALL FAC TOUT APPLIED Y4Ct HOl D<SIW 1C1 rp) IAPCbN •KNOT SHOULD K fILLCO vllM •• SC TI vI g
g OP $If r11CIENI LENGTH Ic PROVIDE KIK 3/I• CARCD)CNT INTO VOOD TUCK 11)
a" VNIi IS A PROV(D USING IUN(KD GL II IN SINGLE rL•IED a INSULATING GLASS I?)
1AH1 / SILT CORNSRS ARE 10 BE SEALED VIIN A SMALL JOINT SCAN SEALER. 3
SHIM AS R(D•D AT EA SET Or IN SIALLATION AKHIIRI HAK ALLCV ITLC SHIN STACK TO ITS 1/4•. D ).)
ALL INS, ALLAIION AKNORS MUST IC MDC Or CCSIROSION RES:STANI HA.(RIµS. 15)
VHCRE . I. REPRESENTS MOVING PANEL AND'0' REPRESENTS rIICD Pu(L APrWCvEO A
COW IrLL CCHY[ AFC •S LISTED ON ANCHOR CHART bN IKA Or All SKCT. 16) Npl ALL CDfS APE IbHS LISTEISTED ANC ARE ART O ON iwlS pIIKIS S HOVE VCR INSIALI•IIDN EXTERIOR
ELC VAIION SCCtIDNi •• •' '1.1• I HOOK STROP DETAIL APPLY TO INSTALLATION OP ALL APMR ED Z
PANEL DOOR $HCIVH CDI14/
tAIIDNS EnlEDMCNI
1)) INSIALI DC lAP[DN IN EACH PAIR OP fKlaT APrLICD U.:ALI•TIDN )QES UNLESS NOTED A
A
1-1/4• MIN OTHERVIIC
CM ANCHOR CMARI SCE SKI OP IHIS SKET. ITT,
rLORIDA C+iRUDER$ 1000 SERIES SLIDING (LASS DOOR IS I 0" "HIS PRINT Al SO AIR ICS TO 1000
SERIES -0 500 SERIES. 1
A
D I
REVIDESCRIPTION I DATE IINI EXTRUDERS lrlrn
14-
1/.' MAI SHIM $PACT 11/•'
MIN I"~
iCnBCDXENT ONEBYVOOD I
BUCK
BY OTHERS r
CAULK
BCTVCEN Q
VOOD BUCK t MAST.
OPENING BY
07HERS SHIM
AS REO'D. SCE
NOTES) INSTALLATION
ANCHOR 3/
16' DIAL TAPCON SLIDING
GLASS DOOR . HOOK
STRIP 1-
1/4• MIN EMBEDMENT CONCPEiE
OR MASONP.
I OPENING By
OTHERS 7,
V
Q
3
fC
L I
1CAULK
liETVECN I
VOOD
BUCK t NAS'
1. OPENING BY
OTHERS CAULK
BETVEEN HOC:
STRIP L VOOD
BUCK V
TEMPERED
GLASS T
TP.) PCRIHETER
CAULK
BY OTHERS
SG.
D. VIDTH INSTALLATION
ANCHOR 3/
16' DIAL IAP[ON Q
CAULK BETVEEN DOOR
FLANGE L
VOOD BUCK C
CONCRETE
OR MASONRY
OPENING BY
OTHERS DNC
BT VOOD RS PUCK
B7 OTHERS STUCCO
BY
OTHERS B.
O.dF.IEnPERED GLASS j SECTION
BllACTURER (TYP.)
J
11 (- 1•
SLIDING
GLASS DOOR If
r. cla EY C(Qr INTERLOCK MASTER
FILE # HOOK STRIP DETAIL L
LJ P I D A TNT. INC. SaNFOP.D FL. I
I TITLE: SLIDING GLASS DOOR I
I INSTALLATION WITH TAPCONS DRAWN
BY: BB I APPROVED BY: I
I ...+-r to )fie in: lei. H r. N17C -. .. -
TAPCON ANCHOR, CHART
DOOR OUANTITIES IN HEAD 8 SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIPNOMINALDOOR
UP TO 6 PSi Tp 61 PSF TO UP 10 6 PSF TO 61 PSF TO UP TO
45 PS
46 PS: TO
60 PS
61 PS: TO
70 PSi
SIZE AND SIZE
CONFIGURATION U5 PS: 60 PSi 70 PS: 5 PS: 60 PSF 70 PSi
4068 xx. Ox, X a8 X 80 3 3 3 4
4
4
4
4
4
3
3
3
4
4
a
506E XX. x. XO 60 X 80 3 3 3
a 4 a 3 4 5
6068 XX. Ox. XO 72 X 60 4 4 4
a 4 4 3" 4 5
S068 xx. Ox. XO 96 x 80 5 5 5
4 4 4 3 4 5
10062 xx Ox X 120 x 80 6 7( )
5 5 5 a 5 6
508o xx, Ox. x0 X 9672 5 5 4 5 6
6080 XX. Ox. x0 X 96 4 4 a
5 5 155 a 6 6
8080 Xx. Ox. x0 96 x S6 5 5 5
55 55 55 4 6 6
00 0 xX X xO 120 x 96 6 A 7
5 6 7
50100 xx, Ox. X 60 x 120 3 3 3
6 6 6 6 7I 8
60100 xx, Ox. x0 72 X 120 4 4 4
6 6 7 (DI) 6 8 9
0 xx X x 96 x I20 5 4
4 a 3 4 5 9068
OxO 109 1/8 X 80 5 5 6 4
3 4 5 12068
Ox0 145 1/8 X 80 7 7 9 02) 4 4 3
4 5 15068
XO lei 1/8 X 80 8 4 4 a 4
6 9060
Ox Ox0
1
9 1/8 x 145
1/8 X 96 7 5.
8 (
DID 6
9'
S5=z="^' 15 6 1208015080
Ox0 181 1/8 x 96 109
1/8 X 120 8
5
5 6,, t, 6-.. D1) n5t''"gD)
a
6
6
8
10 90100
Ox0 120100
OXO 145 1/8 X 120 7 6 66 3
8
4
10
5
9068
xxx 06 5/8 X 80 5-:.•-:•. - b-- '-• • 4' 4 a
5 I12068xxx1425/8 X 80 7 7 8 (DI) a 4
t3
4
5 p
xxx 178 5/8 X 80 8 1 5
a3
54
6 6 9080
XXX 106 5/8 X 96 5 5 6 5
5a 6 6 12080
xxx 142 5/8 X 96 7 8 (DI) 9 cD2) 5
54 6 6 15080
xxx 178 5/8 X 96 8 1 90100
xxx 106 / x 1 0 5 6 6 I 8 x
42 5/8 X 120 7 n 3
10068
xx0 119 5/8 x 80 6 6 7 (DI) 4 a 412068
Oxx i43 5/9 X 80 7 7 8 (D1) 4 c3 a
5 16068
OxxO 191 5/8 x 80 9 10 (DI) 12 (D3) 4 43 4
b b 10080
uxxu b yb 6 7 (DI) 5
5 I S a I 6 6 12080
OxxO 143 5/8 x 56 17 8 (D1) 9 cD2) 5
5 5 6 6 16050
OxxO 19l 5/e X 96 9 4 ( ) i (
I) 6 6 C IOOIUO
OxxO 11 / .X Ido 6 7 (DI) b I
17 (Di) I 6 I 8 10 120100
OxxO 143 5/8 x 120 7 9 M I10 (D3> I6 7 (Di) 6 8 10 160100
OxxO 191 5/8 x 120 10 (DI) 13 (D4) 16 (D7) 6 t
o xxxx X 4 4
4
I
a 4
a
3 4 5 12069
xxxx 141 1/4 x 80 11897 7 168 (DI 164 3 a 5 16068
xxxx 1/4 X 80 9 (Di) 10 (O2) 12 (14) a 4 4
10
80 xxxx 11 4 X b 6 7 (DI) I 5 15I 4 6 I6 I12080xxxx11411/. x 56 7 8 (DI) 9 cD2) I 5 5 4 6 6 16080
xxxx 189 1/4 x 56 9 (DI) 1 ( 4) n s) D
U 6 e 10 100100
xxxx I/ % 120 6 7 cDl) 6
5 I% cDl) I 6 I e 10 I_
0!00 xxxx 1117 1411/4 X 120 7 8 (Ol) 0 (D3) 6
I 7 (I) 0 l60100
xxxx 185 1/4 x ;20 i0 (D2)I 13 (D5)I 15 cD7) 1
v -
FE
21 al. n9 ANCHOR
NOTES: 1)
IN SOME CASES TAPCONS ARE P.EO'D. IN
BOTH FACTORY APPLIED INSTALLATION
HOLE. -DI' THRU '07' DESIGNATES
IN WHICH SIZE L CONFIGUREATIONS
TWO TAPCONS ARE PE
O' D. 2) -
DI' MEANS, INSTALL TWO TAPCONS IN
ONE SET -OF INSTALLATION HOLES. 3) '
D2' MEANS, INSTALL TWO TAPCONS IN
TWO SETS OF INSTALLATION HOLES. 4) '
D3' MEANS, INSTALL TWO TAPCONS IN
THREE SETS OF INSTALLATION HOLES. 5) '
D4• MEANS. INSTALL TWO TAPCONS IN FOUR
SETS OF INSTALLATION HOLES. 6) '
D5- MEANS, INSTALL TWO TAPCONS IN FIVE
SETS OF INSTALLATION HOLES. 7) '
D6' MEANS. INSTALL SEVEN TAPCONS IN SIX
SETS OF INSTALLATION HOLES. 8) -
D7- MEANS, INSTALL EIGHT TAPCONS IN
SEVEN SETS OF INSTALLATION HOLES. 9)
LOCATION OF ADDITIONAL TAPCONS IN HEAD
6 SILL SHOULD BE PRIORITIZED AS
FOLLOWS: A:
FIRST ADJACENT 'TO INTERLOCK OR BUTT
STILES IN HEAD 6 SILL. B:
SECONDLY. AT EACH END OF HEAD L
SILL NEAP. JAMB CORNER., IF NEEDED.
C.
LOCATIONS 1N HEAD 6 SILL OTHER THAN
AS LISTED IN A 6 B. 10)
LOCATION OF ADDITIONAL TAPCONS IN JAMBS
SHOULD BE PRIORITIZED AS FOLLOWS:
A:
FIRST, ADJACENT TO LOCKS IN . JAMBS.
B.
SECONDLY, AT EACH END OF JAMBS NEAP.
HEAD 6 SILL CORNERS. C:
LOCATIONS IN JAMBS OTHER. THAN AS
LISTED IN A b B. F
EXTRUDERS
I R 1 D A INT. INC. SAW-OR-D. FL. mta
SLIDING GLASS DOOR TAPCON
G_ASS CHART C
i V iL N.T.S.
n GA- 4
GENERAL ALUMINUM CORPORATION
VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION, DIE #1446
FLANGE
VERTICAL
S.H. SIZES
19.125 26.500 30.500 37.000 48.000 53.125
WDW. WTH. >
WDW. HGT. V
705 705 705 705 705
26.000 758
293
138
243 229 220 219 219
38.375
109 101 91 85 85
50.625
85 78 70 63 62
54.625 108
80 73 65 59 58
55.625 102
69 53 48 43 37 36
63.000
45 34 31 27 23 22
72.000
CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT 6 APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-03651 FAX 407 805-0366
CA020035
JAN. 11, 02
01-1201
GENERAL ALUMINUM CORPORATION
VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION, DIE #1446
44 ??
FLANGE
VERTICAL
P.W. SIZES
WDW. WTH. >
WDW. HGT. V
16.000 24.000 36.000 48.000 73.000
16.000 3026 3026 3026 3026 3026
24.000 1009 897 897 897 897
30.000 587 478 459 459 459
36.000 384 299 266 266 266
48.000 188 140 112 105 105
60.000 93 67 51 45 43
72.000 52 37 28 23 21
CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE
WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT d APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-03651 FAX 407 805-0366
CA020036
JAN. 11, 02
01-1201
yy
a/: - 7-7-v-L-
MULLION
ANCHOR
BRACKET
WINDOW
FRAME SILL
TYP.)
INSTALLATION
ANCHOR
TYP.)
8 SELF TAPPING
SMS (TYP.) MULLION
ANCHOR
BRACKET
SEE NOTES —1
2 & #3
D °
4 MULLION
DIE NO. NO. 14477, __
ACTLTRER NAM E e MULLION
A. _ _ DIE NO. 1447
WINDOW-"
FRAME HEAD 01A STER FILE # 6
TYP.)
SECTI N B-B
DWG NO: GEN-0453
INSTALLATION
ANCHOR
TYP.)
D SUBSTRATE
v
D ° 1-7/8'
v
v
D
v
SECTION A -A NOTES:
1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1447,
WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS HEAD TO SILL.
2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16' DIA.
A CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4' MIN. EMBEDMENT INTO
CONCRETE OR MASONRY.
3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS
OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMING.
A B B
4) MULLION ATTACHMENT IN SECTION B—B IS TYP. AT JAMBS.
GENERAL ALUMINUM CORP.
CARROLLTON, TEXAS
y T1TLE' FIN H RIZ NAL MULLION INSTALLATION DETAIL
o ALUMINUM TUBE MULLION, DIE NO. 1447
R VDATE- RN ----
EXTERIOR ELEVATION...- -- : , <<<- AREAS U BB "
P °' 3/17/02
l a VT/FT. scaLE. HALF
NATL,---- ovG NaGEN-0453
r'f`<PRCGARCO Q7 p{t000C1 TEC1.0G1 CORP.. 230 INTERNAIIONAL PKvr.. REAINRow. fLOR10A 3271L V110K 407-p0-0363 fwK .07-pDS-OJG64
t?
GENERAL ALUMINUM CORP.
HORIZONTAL MULLION DESIGN LOAD CAPACITIES
EXTRUDED ALUMINUM TUBE MULLION #1447
WHEN USED FOR MULLING TRANSOM
Tktq
FIN
HORIZ.
MULLION
MULL SPAN>
WDW. HGT. V
51.000 59.000 72.000 94.000 104.250
25.000 232 157 93 38 26
37.375 206 138 81 33 23
49.625 197 129 74 30 21
53.625 197 128 73 29 20
54.625 197 128 73 29 20
62.000 197 127 71 28 19
71.000 197 127 70 27 18
NOTES:
CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1447 USED HORIZONTALLY.
CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN.
WINDOW HEIGHTS SHOWN ON •Y" AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS
BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT.
READ MULUON SPAN AND WINDOW HEIGHT IN INCHES.
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF.
PREPARED BY:
PRODUCT & APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-03651 FAX 407 805-0366
CAD20040
12-Iarr2002
01-1201
D,NG No: 4-0450
MULLI
ANCH
BRACK
WINDOW
FRAME JAMB
TYP.)
STALLATION
ICHOR
YP. )
8 SELF TAPPING
SMS (TYP.)
MULLION
ANCHOR
BRACKET
MU! LWIN
DIE NO. 1448
SECTION A- A
MULLION
DIE NO. 1448
INSTALLATION
ANCHOR
TYP.)
v
v °
SEE NOTES
a o #
2 & #3
o
v
gi--1
SUBSTRATE .Ull
SECTION B-B f
MANUFACTURER NA o
EXTERIOR ELEVATION cA,&Q, ,4LM '
NOTES: MASTER FUE
1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO.
1448, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP.".
SIDE. CARROLLTON" TEXAS
2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" 1 — DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETAi_
EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1448
3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 /-,
SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD
WT/F — — — — SCADRNLE:
JS MATLAPRV: ---- DWG NO:
FRAMING. WT/fT: ---- SCAIE: HALF
4 T: ---- DWG No:
GEP.-C.:=0
PREP SPED BT. PRODUCT T(ChNOLOCT CORP.. 250 INTERNATIONAL PKwt, hE.THRO.. FLORiO. 32746 PNONE 407-E05-0555 F..
IS N
GENERAL ALUMINUM CORPORATION
VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION, DIE #1448
FIN
VERTICAL
S.H. SIZES
WDW. WTH. >
WDW. HGT. V
18.000 24.000 30.000 36.000 48.000 53.125
36.000 506 427 390 379 379 379
44.000 319 262 231 215 208 208
48.000 263 213 186 171 160 160
60.000 129 102 87 78 68 66
72.000 72 57 48 42 36 34
CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT 6 APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 8DS4365 I FAX 407 805-03W
CA020037
JAN. 11, 02
01-1201
I
GENERAL ALUMINUM CORPORATION
VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION, DIE #1448
Q &?/
FIN
VERTICAL
P.W. SIZES
WDW. WTH. >
WDW. HGT. V
30.000 43.000 56.000 63.000 72.000 88.000
28.000 565 565 565 565 565 565
32.000 380 378 378 378 378 378
38.000 236 226 226 226 226 226
42.000 182 167 167 167 167 167
56.000 72 60 57 57 57 57
60.000 57 47 43 43 43 43
86.000 18 14 12 11 10 10
CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT & APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-03651 FAX 407 805-0366
CA020038
JAN. 11, 02
01-1201
I<
7TIf I
1. NESTED IN ACCOOMCE -1 I'm SIMDA/O OD8/I LOIM CE. CHAPTER 17. TO A POSITIVE
AND NECAT IVE 37.5 PSF.
2, DA.94 N.ANO S RDiLESENT VARIOUS SECTION K104TS
3. FOW SECTION 7' MICH DOOR SMOIw. I' MION DOORS HAVE
FIVE SECTION.
4. SECTION HE ION( OF 20 612. 19.00 6 16.75 ARE AVAILABLE
AND MAY 13E'6 IN NXA3~iON TO ACHIEYE
VARIQb NE,041 DOORS.
5. E 6054EN1 PA I TERM OF 14.50 X 20.375 SHOW. ALTEI74ATE
PAT TER6 Or 12.50 x 43.375 AND 12. 50 X 20. 375 MAY BE
USED.
6. 1ORSIOE4 SLRIN:S SCIWJ. EXTENSION SPRINTS AVAILABLE.
7. - THIS -IT REF P/N 405964-0002, ON
6' .;CH DOORS ONLY. PANEL
6. WIN3D WAY BE IN6IALLED IN THE TOP SECTION OR IK SEC IION
SECTION IAA MIATELY BELOW II{ TOP SECTION
22• • Xx 64• WOCO • WOCO 1AA9/AA6
OR EOUIVALDH
PM 405964-0001
1/4• (RACK BOLT
5/16 X 1 3/4' S• REF
LAC SCREW
DETAIL 'E•
SCALE: 115
OEpND MEL010
PIMA p-
12`R
f. LIE STRJI RACEAENI ON rCCIRS CDNSTRJCTED MI IM 5 OR MORE SECTION LUST BE rlrrp
CONISIENI WITH THE DOOR 4QW4. TIE SIRUTS FOR TIE A IIIO4AL INTE
SECTION ARE t0 BEPLACED AS SMOA14 ON THE THIRD SECTION. FILE 9I/ER
10 THE SIR/I PLAC0XN1 DIMENSION ON ALL SEC 11OS LESS THAN 20 612' 1
RCDLCLD BY THE DIFFERECE ffIWEET, IIE ACTUAL SECTION WIGHT f 20.612•.
11. SCREW PM 605911-0001 IS A III• DIA X 516' LONG TYPE AB HEX LEAD LETAL SCREW eO
12. POST TO BE INSTALLED ONLY MEIED NMICHWILDWAFNINZISS. 13.
Simi PLACEIENTS CAN VARY 23' 14.
0~1 TY FOR LOOM CAN BE 0. 1. OR 2 I TRACK
966
END
HINGE / 2.
093 000
VIEW •
D-LY r1/6• DsB 2'
TRACK 1
049
THK ( VERTICAL) a WEATHERSEAL--' -
SECTION "
C-C" x
6 WE 3A4.6 x
4 WOOD JAA43 'D• SCALE: 7/2 EQUIVALENT
IZONTAI
TRA04 OOlfiI
ERHAL MICE I
i
10N64 SPLICE IN F#
tI ZCNTAL TRAOC AT 407605-0004 TON
OF RADIUS TYP 2 PLCS 404626-
0003 D'
TYP 2 PLCS 405964-
0002 TOY
FIXTURE I
1
i
LATE
G.
m G. TYP
2 PLCS a400650-
0001 HS-
TTP13PLACES D46450-
0003 ----.--•.- 40462 TYP
2 OPTIONAL
WINDOW DETAILIA SCALE:
3/32 400650-
0004 TOP
CNLT SPRING
ANCHOR BRACKET
E'
B' .B. STANDARD
TRACK DETAIL FOR 16' 405771-0001 P/N 404326-
0003 SCALE:
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280 n-RE! 289 ARE EOJIVALENT COrvSTRL.CT/0Y 25Cq STEEL INTERIOR ELEVATION SERIES
180 ARE S44•E CPVSTRL.CT/0v AS SERIES 280 0%Y 24GA STEEL AND
END CAPS DOOR
TESTED WAS 261 sours. DOOR
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G-G- RATE
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0oo7 .95 40
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3/:1 ..,2:. 2 A
MIAMI•DADE NIIAMI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING .
BUILDING CODE COMPLIANCE OFFICE
METRO-DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130-1563
PRODUCT CONTROL NOTICE OF ACCEPTANCE (305)'375-2901 FAX (305) 375-2908
Premdor Entry Systems CONTIL%CTOR LICENSING SECTION
911 E.. Jeferson, P.O. BOX 76 (305) 373-2327 FAX (305) 375.2533
Pi urgh ,KS 66762 VCON'riL\CToit L:NFORCF:iNIEWr DIVISION 303)
373.2966 FAX (305) 375.2908 PRODUCT
CONTROL DIVISION 305)
373-2907 FAX (303)72.6339 Your
application for Notice of Acceptance ( 4_ qJ',,; Z
A T.-Entergy
6-8 S-W/E Inswing Opaque Singl a I...
idel,t a n ulated Steel Door under
Chapter 8 of the Code of Miami -Dade TMT1 Alternate Materials and Types of Construction,
and completely described herein, has been recommended for acceptance by the Miami -Dade County
Building Code Compliance Office (BCCO) under the conditions specified herein. This
NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product
or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product
or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use
of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined
by BCCO that this product or material fails to meet the requirements of the South Florida Building
Code. The
expense of such testing will be incurred by the manufacturer. ACCEPTANCE
NO.: 01-0314.16 EXPIRES:
04/02/2006 Raul tcoarigucz Chicf
Product Control Division THIS
IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS
BUILDING
CODE & PRODUCT REVIEW CONIMITTEE This
application for Product Approval has been reviewed by the BCCO and approved by the Building Code
and Product Review_ Committee to be used in Miami -Dade County, Florida under the conditions set forth
above. APPROVED:
06/05/2001 bWS0001\
pc2000\\tempiates\notice acceptance cover page.dot Francisco
1. Quintana, R.A. Director
Miami -
Dade County Building
Code Compliance Office
PRODUCT PERPOR.MRnce ORTRHURRICANE CODE
iRETflL-EDGE STEEL DOOR Ifl WDOD FRRmE
PRODUCT CERTIFICRTIOf1 SHEET 01- (-)314, l to
Valid for the following side -hinged door arrangements:
OPROUE ODORS - We- (noun HEIGHT:
l
Single Door with Sidelite
on Hinge side
DOOR STYLES:
Single Door with Sidelite
on Strike side
GL
I
Single Door with 2 Sidelites ' . Double Doors
r;130
Flush Arch Top 3-panel 6-panel New England 4-panel Eyebrow 4-panel 8-panel
goo
Li
x
9-panel 5-panel 5-panel with scroll Eyebrow 5-panel Eyebrow 5-panel with scroll
SIDELITE STYLES:
Y ® CB? ® ® ® ® ® ® ® ®
t'.,
a D
680 Series 129 Series 200 Series 12R, 12L, 23R, 450 Series 152 Series 149 Series
23L, 24R, 24L
Series
31
Premdor Entry Systems ACCEPTANCE No.: 01-0314.16
APPROVED Ji1N [1 5 nm
EXPIRES April 02, 2006
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. SCOPE
1.1 This renews the Notice of Acceptance No. 00-0321.18 which was issued on April 28, 2000. It
approves a residential insulated door, as described in Section 2 of this Notice of Acceptance,
designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade
County, for the locations where the pressure requirements, as determined by' SFBC Chapter 23, do .
not exceed the Design Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 The Series Entergy 6-8 S-W/E Inswing Opaque Single Residential Insulated Steel Door with
Sidelites — Impact Resistant Door Slab Only and its components shall be constructed in strict
compliance with the following documents: Drawing No 31-1020-EM-I, Sheets 1 through 6 of 6,
titled "Premdor (Entergy Brand) Steel Edge Single Door with Sidelites in a Wood Frames with a
Bumper Threshold (Inswing)," prepared by manufacturer, dated 7/29/97 with revision C dated
01/15100, bearing the Miami -Dade County - Product .Control approval stamp with the Notice of
Acceptance number and approval date by the Miami -Dade County Product Control Division. These
documents shall hereinafter be referred to as the approved drawings:
3. LIMITATIONS
3.1 This approval applies to single unit applications of single door only, as shown in approved
drawings.
3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle
between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed in
non -habitable areas where the unit and the area are designed to accept water infiltration
4. INSTALLATION
4.1 The residential insulated steel door and its components shall be installed in strict compliance with
the approved drawings.
4.2 Hurricane protection system (shutters):
4.2.1 Door: the installation of this unit will not require a hurricane protection system.
4.2.2 Sidelite: the installation of this unit will require a hurricane protection system.
5. LABELING.
5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance
6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of
Acceptance, clearly marked to show the components selected for the proposed installation.
6.1.3 Any other documents required by the Building Official or the SouthFro-754 Building Code
SFBC) in order to properly evaluate the installs f is s tem
Man cl Percz, P.E. Product C r Examiner
Prod ontrol Division
2
y Premdor Entry ystems ACCEPTANCE No.: 0.1-0314.16
APPROVED SUN n 5 2nm
EXPIRES April 02, 2006
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
I. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed
and the original submitted documentation, including test supporting data, engineering documents,
ate no older than eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city,
state, and the following statement: "Miami -Dade County Product Control Approved", or as
specifically stated in the specific conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if:
a. There has been a change in the South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code changes.
b. The product is no longer the same product (identical) as the one originally approved.
C. If the Acceptance holder has not complied with all the requirements of this acceptance,
including the correct installation of the product.
d. The engineer who originally prepared, signed and sealed the required documentation initially
submitted,, is no longer practicing -the engineering profession.
4. Any revision or change in the materials, use, and/or manufacture of the product or process shall
automatically be cause for termination of this Acceptance, unless prior written approval has been
requested (through the filing of a revision application with appropriate fee) and granted by this
office.
5. Any of the following shall also be grounds for removal of this Acceptance:
a. Unsatisfactory performance of this product or process.
b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any
other purposes.
6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of.the
Notice of Acceptance is displayed, then it shall be done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies,
shall be provided to the user by the manufacturer or its distributors and shall be available for
inspection at the job site at all time. The engineer needs not reseal the copies.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of
Acceptance.
J
9. This Notice of Acceptance consists of pages 1, 2 and this last page 3.
END OF THIS ACCEP NC
Manu Per z, P.E., Product Co ro Examiner
Prod u ontrol Division
3
i
I i I
I i i
I '
i
I I I
4' MAX—
15' MAX
O.C.
15' MAX
O.C.
15' MAX
15' MAX
O.C.
15' MAX
O.C.
6' AX
PREMDOR (ENTERGY 'BRAND) STEEL EDGE
SINGLE DOOR WITH SIDELITES IN
WOOD FRAME WITH BUMPER THRESHOLD
INSWING)
100' MAX
4' MAX---] —— -4' MAX
15, —
MAX E'
4 MP
8 7/16' ( 14
ON ISt. HI EMAXI4' MA
31 3/16'
140
ON HINGCB,.vI-SEljEs,D80LT-
I" OR NARLOC OEA0E0l
DCL e20
1/2'
KVIKSET LOCKSET
HpOEI DL200 SERICS
OR HARLOC LOCKSET
MODEL 100
31 3/16, li
ON Hms
MA
MAX MAX
B'
4
15'
IS' MAX
MAX
43 I 16'
TOP OF DOOR
TO.q OF LOCK
11 15'
MAX
4' MAX--j f-- 3' MAX '13' MAX
T. MAX 3' MAX
NOTES 4' MAX 4' MAX 4' MAX MAX
I.) VOOD BUCKS BY OTHERS. MUST BE ANCHORED
PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.
2.) THE PRECEDING DRAVINGS ARE INTENDED TO
QUALIFY THE OINSTALLATIONS. A
VOOD FRAMEME CONSTRUCTION UCTIONWERE DOOR J SYSTEM
IS ANCHORED TO A MINIMUM TVO BY VOOD OPENING.
L.H. INSVING R.N. INSVING 8.
MASONRY OR CONCRETE CONSTRUCTION WEREDOOR SYSTEMISANCHOREDTOAMINIMUMTVOBYSTRUCTURAL
VOOD BUCK. C.
MASONRY OR CONCRETE CONSTRUCTION WERE DOOR
SYSTEM IS ANCHORED DIRECTLY TO CONCRETE MASONRY
VITH OR VITHOUT A NON-STRUCTURAL BY
VOOD BUCK. ALL
ANCHORING SCREVS TO BE 110 VITH MINIMUM
1 1/2' EMBEDMENT INTO VOOD SUBSTRATE I-
AfINLjS RE
VAIER INFILTRATON OUIREMENI
IS NEEDED a VIER[
VAIER IWILTRATION REOUIREKENI
IS NOT NEEDED NOT
A Npan
tive NOT APPROVED r OR
3/16' PFH TAPCONS VITH 1 1/2' MINIMUM EMBEDMENT . UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR INTO
MASONRY. OVERHANG SUCH THAI THE ANGLE •BEIVEEN THE EDGE OF CANOPY OR OVERHANG 4.
UNIT MUST BE INSTALLED VITH 'MIAMI-DADE COUNTY 10 SILL IS LESS THAN 45 DEGREES. UNLESS TWIT IS INSTALLED IN APPROVED'
SHUTTERS NON•KABITABLE AREAS VKERE THE UNIT AND THE AREA ARE DESIGNED TO 5.
THREE STAPLES PER SIDE JAMB INTO HEADER ON SIDELITES ACCEPT VAIER INFILTRATION. AND
DOOR, THREE STAPLES PER JAMB INTO BASE ON SIDELITES. 6.
LATEX SEALANT TO BE APPLIED AT SIDE BY SIDE JAMBS
AND SIDELITES. `wis a al bC NE 7.
DOOR/SIDELITE HEADER, DOOR/SIDELITE JAMBS, AND SIDELITE BASE pIUD&iKW WIlk I11(In Nat CORNERS
ARE COPED AND BUTT JOINED. B.
DOORS SHALL BE PRE -PAINTED VITH A VATER-BASED EPDXY RUST KID
x 1 1/2' MINIMUM EMBEDMENT I4)
PER HEAD L SILL, (6) PER JAMB 7LTERNATE:
3/16' PFH TAPCONS r/
I 1/2' MINIMUM EMBEDMENT 1PLES
SEE
OTET5) A
80
11/16' MAX
MAX
118
x 1 3/4' F.H.W.S 3)
PER SIDE FROM JAMB
INTO THRESHOLD APPfi„!
E0 AS CC:APLYING WITH THE SOUTH
f ORIpA QUO.DING CODE OA
E o BY /
211110 iS/ PR00
TC.pNTROL01VISICHU BUILDING
COOE CCLIPLIANCE OFFICE ACCEPTANCE
NO.01- 031k1 • I la INHIBITIVE
PRIMER PAINT VITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. PRODUR LNIRYLMJ 31-1020-EM-1 9. FRAMES SMALL BE PRE -PAINTED VITH AN ACRYLIC LATEX VATER-BASED/ 111L ZTEZOI VATER-
REDUCIBLE VHITE PRIMER VITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. MliS&K CL SHEET I OF '6 Mtflg1
C
GLAZING DETAIL
SHERVIN VILLIAHS 850A
EXTERIOR GRADE LATEX CAULK
EXTERIOR
INTERIOR
112'
GLASS BITE
1/8' TEMPERED GLASS
INTERIOR
SLU I IUN A -A
INSWING
OTHER CONFIGURATIONS
I.PPnOVcD AS COMPLYING MTH THE
SOUTH FL44RIDA BUILDING CODE
E JUH 05 1
BY
PRODOtrrROLDM510.VBUILDING
CODE COMPLMNCE OMCE A!;
rFPTANCE N00\ -031L-1 • I to TIBbD6u1
lull.
MESSDA
PR
MD( ID
L IT" nlrs
4 ¢ n
iii4 ;
0 11 1-
1020-EM-I SHEET
2 OF 6 hummill
c
68 7/4' MAX-
MAx
4• MAX
MAX , 7' MAX ].
7• MAX
MA I5'
MAX MAX
II II r—
I5' MAX 15• .• MAX 1 L-
D.C.
rs• MAX
O.C.
Is• MAX
D.C.
Is• MAX
aC.
Is• MAX
6' MA
v
O 80 11/16-
MAX
O
y F-/
MAX
11-1'• _4 I__ I
MAX MAX
7'
MAXI' MAX
MAx
MAX
OX
v
15
15
15
15
15
6' MAI
OTHER
68 7/4' MAX ,
MAX MAI
MAx
MA x
Y MA x
7 MAX
MAX
1.• 15' MAX
MAI MAX
MAx I II
L.' MAx Is• 15' MAX
MAX O.0
IS• MAX
D.C.
80 11/16• O
15' MAX
MAX aC
0
15' MAX
o c.
77 112' MA%
MAX
A
MAX
15• MAI .•
MAX
OC. ]•
MAX'
MAx
I.•
11i.X_i I l
MAXIIIMAXIIA%JL /,14]•
MAx
6' MAX ]•
MAX .-
MAXI5' MAx ]•
MAx acMAXMAX .•
MAXIS' Mw;
aCAX.'
MAX
MAXISa
A%
80 11/16•
MAX
luu- MAX
MAX .' M
MAX
MAY MAX R7' MAX ] MAX
MA 1.
MAX MAX .' MAXA
II I I II III
MAx
1rMAxMAXJLly
1C MA is- MAX
AI
MAX
lC
p eo. I IKAx
1C
MA
O
MAX
I.0
MAX
1C
II
7 r. MAX
IL 4' L 14' I IIR• L Is• MAxJ
7' MAY
IMx .' Miux
r MAX
7- MAx T MAX
MAX MAx
M.r MAX
oxo
I LAIAWIlx1Y URLJ.I n
7'''>`/h c':5 CCfiPLYING N7TH THE
x S " /
O NG CODE
JVlq
PREMDOR
FROD C NTFOL DMSION 911 C jtf(ERSQI
BUILDIN r' 10E CUWPLIA14CC OFFICE PHISM KS 66762 ACCEPT
10.0 - ( .I (o O
15•
MAI D.
C. 15'
MAX D.
y r.
MAX
E
14• J I___ I.• MAI
MAX 6'
MAx MAx
MAX
MAX
MAx
X
1
31-
1020-EM-I SHEET
5 OF 6 SO
L[II[R
1/4' SHIM MAX
F- 3/4"
80 11/16'
MAX
INTERIOR
79 5/16'
MAX
SECTION B-B
2 BY WOOD BUCK
1 1/4'
EXTERIOR
MATERIALS LIST
ITEM NO. DESCRIPTION PART NUMBER COMMENTS
I WOOD HEAD JAMB EM-14 1 IA' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
2O COMPRESSION VEATHERSTRIP EM-25 LOCKSCREEN BRAND LOXSEAL 9650 (BRONZE)
0 WOOD STRIKE JAMB EM-12 1 1/4' X 4 9/16' MTL. TO BE PINE OR EOUIVALENT
4 ALUMINUM -BUMPER THRESHOLD EM-15 1PREMOOR BRAND OR EQUIVALENT - 11/4' x 4 9/16'
SQ TOP CHANNEL EM-08 1PREMOOR BRAND - 1 11/16' - 20 GA STEEL
ST E SKIN 26 go.(OU TD04 -.000)
at
PA
St >
a
I'mat4p7(SS PIT 0161( 4Sf HFiFI D lA'
O YURFTHANE FOAM cnRF BASF FOAM - DENSITY 2.0 TO 2.5 Ibs./Ft' aM
1 BOTTOM CHANNEL EM-07 PREMDOR BRAND - 1 11/16' - 20 GA STEEL
O WOOD LOCK BLOCK EM-09 4' x 9 1/2' MTL. TO BE PINE OR EOUIVALENT '
10 STRIKE STILE EM-06 PREMDOR BRAND - 1 11/16' - 20 GA STEEL
it HINGE STILE CH-05 PREMDOR BRAND - 1 11/16' - 20 GA STEEL
12 LOCK PREP FILLER PLATE EM-10 PREMDOR BRAND - .050' THICK- MTL. TO BE POLYETHYLENE
13 4'x4' HINGE EM-16 HAGER BRAND HINGE OR EOUIVALENT - .097 THICK (STEEL)
14 WOOD HINGE JAMB Em-13 1 1/4' X 4 9/16' MTL. TO BE PINE OR EOUIVALENT
15 10-24 x 112' F.H.M.S. 4) SCREVS PER HINGE INTO DOOR
16 q10 X 2' F.H.W.S. 5) SCREVS IHROUGH HINGE JAMB INTO SIDELIIE JAMB. B' DOVN FROM OP
MAX 18' O.C. THEREAFTER
ID) SCREVS THROUGH STRIKE JAMB INTO SIDELITE JAMB. 4' DOVN FROM TOP
MAX 8' O.C. THEREAFTER
4) SCREVS THROUGH EACH HINGE INTO DOOR JAMB
6) SCREVS THROUGH EACH SIDELITE JAMB INTO SIDELITE. 4' DOVN FROM
TOP. MAX 15' O.C. THEREAFTER
I 3/1
HVS WHIAPCNIMJX I IR MI I/?
1 OR
16' PFH IAPCDIS V/MINIMIN I I (XB[D(NfBE REFER TO ELEVATION VIEV. FOR IT OF SCREVS USED AND L13CAIICNS
18 SIDELITE WOOD STILE EM-28 15/16' X 1 11/16' MTL. TO BE PINE OR EOUIVALENT
19 8 x 2' F.H.W.$. 2) SCREVS AT EACH STRIKE PLATE
0 LOCKSET KVIKSET BRAND 200 LOCK OR HARLOC BRAND 100 LOCK
1 NOT USED ON THIS MODEL
WOOD SIDELITE JAMB EM-19 1 1/4' x 4 9/16' MTL. TO BE PINE OR EQUIVALENT
22- X 64' SINGLE PANEL GLASS EM-20 TEMPERED GLASS IN POLYPROPYLENE FRAME- DC-1643 - (OOL-2
AR T MP RGLASS
1 1 / 4' SIDELITE TRIM (WOOD) EM-21 5/16 x 112' MTL. TO BE PINE OR EQUIVALENT
WOOD CASING EM-22
ve' V MTL. TO BE PINE OR EQUIVALENT - ITEMS ARE MOLDINGS USE
rOR 'SIDE BY SIDE JAMBS' AS MULLIONS
WOOD SIDELITE HEAD JAMB EM-23 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
WOOD SIDELITE BASE EM-24 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
POLYPROPYLENE LITE FRAME DC-1643, ODL-2 HP Polypropylene by ODL
96 X 1 1/2' PAN HEAD SCREWS 18 PER FRAME 10 EXCSPACING4' O[TBHERE AFTER. " CRR AND NUT PIN
NAIL 4' LONG NAIL. 4' IN FROM END. MAX 8' O.C. IHERAFTER, USED ON KJLLIGG AND TRIM DOW
SILICONE #995 LIXIIS:-
UNLESS NOTED, FRAC DEC ' AC I B JDADE COUNTY MODIFICATIONS t/li of JD EXIRUSIONS
UNLESS NOIED, Sl0. EO1. OEL'S A hDDED PAGE 5 (DOOR OPTIONS) tQ-t-99 I RS u/
aCo'trv.TrTr 8
DR
BY R. . DAZE PREMDOR
ENTR' 6YZPROIRU
rC 911 E. JEFFERSON rROL
DIVISION BUILDING
COOECOMPUAI-E PRISM, KS 66I(X? OFFICE
ACCEPTANCE
No.( Al31-
1020-EM-I SHEET
3 OF 6 REVISION
LETTER B
2 BY WOOD BUCK
1/4' SHIM MAX
79 3/16'
INTERIOR MAX
80 11/16'
MAX
2 BY WOOD BUCK
SECTION C-C
1 1/4'
EXTERIOR
PLEASE SEE 'GLAZING DETAIL'
DRAWING #31-1020-EM-I
SHEET 2 OF 6
1 1/4'
DOW SILICONE #995
LIMITS UNLESS NOTED, FRAC : DEC = ANIL
EXTRUSIONS UNLESS NOTED, SIR 01. Ill
APPROVED AS COMPLYING WITH THE
DR. BY DAIS
sOZ—.
FL" I, E
POOR ENTRY SYSTEMS
er
911 C..IEFFERSON
PRo rc IRROLomsION
BUILDING CODE COMPLIP"" OFFICE
p11iSBl1RG, KS. 66I62
ACCEPTANCE NPC -{
DADE COUNTY MODIFICATIONS
MATFRIAI VAC Pill YCT_ YRENE
Annrn PAU 5 (nnoR FIPT m%I
ADD SCREVS TO LITE FRAME L MATERIAL LIST
31-1020-EM-I
SHEET 4 OF 6
REVISION LETTER p
OTHER.D.UOR PANEL
r 3.6"
rMAX
1313 oil'
79 4/16"' an 00 HD g09
MAX 00 IGO La. 101
BLANK TOP 6-PANEL 4-PANEL 9-PANEL
4-PANEL
STYLES
00 000 00 ®e®
00 0000 00
00 000 00
Ron
00 000loaDa10-
PANEL 18-PANEL FLUSH 8-PANEL CROSSBUCK 12-PANEL OTHER
SIDELITE STYLES 300
r-
MAX 79
1/16" M
A X SL-
ID SL-20 SL-3D SL-60 SL-50 SL-50B 00
00 00 00 00 00 PD-
1 PD-2 PD-3 PD-4 PD-5 PD-6 OD
0 OD 00 D 00
00 00 Do 0n 4-
PANEL 5-PANEL 5-PANEL 5-PANEL 5-PANEL EYEBROV
V/SCROLL EYEBROV EYEBROV V/
SCROLL D
D D 0 SL-
69A SL-69B SL-69C SL-25 SL-55 SL-30D SL-AD SL-90A SL-90B 00
00 00 00 OD 00 00 PD-
7 PD-8 PD-9 PD-10 PD-II PD-12 PD-13 PD-14 1
1 I i 1
1 II II I II ii ii I 1 mLM 111 • 1
1 I i' II II II II 11 o IIIIII r• 111 1
1 I! I. 1
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DOD 09D 09D 00 ° 0
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29 LD111i
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15 r -
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JPREMDUR
ENTRY SYSTEMS 31-1020-EM-I W PHISM, ,
X& 6 762SHEET 6 OF 6 R[VIA@I
1[[0
TRUSS INDEX SHEET
Per Rule 61G15-31.003 of the Florida Board of Engineers
Customer: MORRISON
Job Identification: Z1979B3B
Address 1 VENETIAN BAY
Address 2 LOT 82
Jurisdiction: CITY OF SANFORD
General Building Design Information
Florida Building Code - 2001; Chapters 16 and 23
ANSI/TPI 1
Design Loads
Roof: 37 PSF
Floor: 55 PSF
Wind: 120 MPH ASCE 7-98
y \
SM"H LUMBER CO.
ROOF TRUSS DIVISION
2722 SOUTH APOPKA BLVD.
APOPKA,FL 32703
407-299-1522
FAx: 407-299-9153
Engineer of Record ROBERT MONTA OF 237 S WESTMONTE DR., STE 210, ALTAMONTE, FL PE#33709
Or Building Designer:
Alpine Engineered Products Design Software
Seal Dat 26Sep-03
Truss Engineer: William M. Ranieri
FL Lic.# 42704
The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for
the truss component designs listed and included in this truss package. The attached component designs are valid only if depicted with a copy of
the Truss Engineer's ink -stamp seal.
Standard Detail Designs: Std. Gable, Struct. Gable. Corner Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42
Number of Drawings:
Truss ID:
F1A
F2A
F4
FS
F6
R1
R2
R2A
R4
R5
R6
R7
IRS
x` R9
s .
R19
R20
R21
R22
R23
R24 2PLY
R25
R26
R27
R3
V1
V2
H1
H2
H3
E1
E2
E3
c1
C2
C3
C4
CS
37 Plus Standard Details
Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023. Board of Professional Engineers
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LM.E95 OTI-EF,WIyE NOTED
FLEAL?E 9EE DETAILS FOP, 2ND `'?TOFY
N ENUNEEP.NG PAGr.AGE
William M. Ranieri PE
FL Lic. No. 427b4
T
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ENTITY CkO U" KPCEWALL . T5'0* rL HT. o
rlc)T FLCO-11'F PLATE I-CIC-i-fT w q'4'
7OTHEP.WI E NOTED The
Truss Englneefs seal, when apptled confines the placement 01 thetrusstraining as II relates
to the truss designs spedfic for Ihls sWdure. The truss framing Is based upon the review
of plans, drawings and specifications provided by the building design professional. The
building design professional has final approval of the Wss training andlor Wss placement
plan. The desiggn of the temporary and permanent bracing, the diaphragm system, Ph.., walls and sWdurafetements to resist lateral loads from wind and/or seismic acfTvity is the
responsibility of the building design professional. Additional approval by the bu0ding design
prolessl0 a, shall include, but not be limited to, design load ng, lengths, profiles, pitches
and depths. u>
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407) Zgg - g153 En
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4whorTZation # cl21,'4 NOTES
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2 OR THD28-2 6-
MMS48 OR THD4e IIM, -
HGUS211-0 OR THDH263 11 HGUS4e
OR THDH4e THA422
OR MSH422 THAG422
OR MSH4221F MUC410
OR HD4101F THJA26
OR HJC26
rOOZ,VZ/B P-'N0/103S16r6EL0{ZrOSOon:s
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Lly/yUJU - 1-1A) A THIS DWG PREPARED FROM -COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 4x2 SP #2
BOT CHORD 4x2 SP #2
WEBS 4x2 SP #3
4-1-8 1 19.5' I 2-10-8
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP.
5Typ. 2X4
III 2X4 (R) 2X4 (
R) = 2X4 III 2X4 III 1-
0-8 1 0 1- 4-0 i +
9--k- o 2X4
III i8-
7-8 Over 2 Supports R-
462 R-475 Note:
All Plates Are W2.5X4 Except As Shown. PLT
TYP. Wave TPI 95 R Design Crit: TPI STD 6.10 OTY:3 FL 1 R Scale 375" Ft. YARNING••
TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING.
REFER TO HIG-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTI
TUfC. S63 O'ONOFRIO DA., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO P
ERFORM IHG THISC FUNCTIONS UNLESS OTHERWISE INDICATED. TOP CHORD SHALL'HAVE PROPERLY ATTACHED STRUCTURAL
PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT••
FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS.
INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO BUILD
THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACIIIG
OF 01RUSSCS. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION
PUBLISHED BY THE AHER[CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS
ARE MADE OF 20GA ASTM A653 GRAD GALY. STEEL. EXCEPT AS NOTED APPLY CONNECTORS TO EACH
FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS
160 A"E. THE SEAL ON THIS GRAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY
SOLELY FOR 1HC TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS M M
tlfl'••I
j IJ0.
42704 1 ! STATE
OF k '/ V
4ORYD•..••/
TC
L L T C
D L BC DL
BC L
L T 0
T . L D . 40.0
10.0
5.0
0.0
55.0
P S
F P S
F PSF P
S
F PSF R
E
F R 3 5 2-- 1 7 0 8 7 S MYTH
LuM BER CO. ROOF TRUSS
DIvESION 2722 SOUTH
APOPKA BLvD. APOPKA. FL.
32703 407-299-
1 522 FAx: 407-
299-9153 PROFESSIONAL ENGINEERING
DATE 0
6/ 2 5/ 0 3 DRW SLTUSR352
S L
T- E N G / W M R S E
O N - 15968 D U
R . F A C . 1.00 FROM R H CERTIFICATE OF
AlfT110RQAllON YJ9218 ANSI,TPITIF
995NSECTPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER JUfI 2 SPACING 24.0" JREF- 1S3X352 Z11
L1yY713J0 - L:))
TOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
PROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
6 F--
2X4 (Al)
1I 0-1221
1-0.0 Over 3 Supports
II
I
0-11Q3 U=
9-
180
LO-4
7 9180 0
R-52 U-180 W-8'
I nla UKU rnLrAKLu rnvn wnruILK InrUI LL-UAUJ a UInL1T3 LUn3) 3UDnI I I L U 01 1KU33 nr n.
120 MPH WIND, 9.93 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED
ANYWHERE IN ROOF, -CAT I1, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF.
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R Scale 315" Ft.
WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND
BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 5B7 D'ONOFRIO DR.. SUITE 200. NADISDM. YI $3719). FOR SAFETY PRACTICES PRIORTO
PERFORMING THOSE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING
IMPORTANT"• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS. INC. SNAIL NOT BE RE SPONSIBLC f00. ANY OEVIAT ION FROM TN15 DESIGN; ANY FAIlU0.E TO
f lFl `••.
fG -T'
ND. 42%a4
I• T C
T C
B C
L L
D L
D L
20.0
7.0
10.0
P S F
PSF
P S F
R E F R 3 5 2-- 1 7 08 8
SMYTH LUMBER CO.
ii00F TRUSS DIVISION
DATE 0 6 / 2 5 0 3
D R W SLTUSR352
2722 SOUTTI APOPKA BLvo.
APOPKA, F1- 32703
407-299.1522
FAX: 407.29991 53
BUILD THE IR USSCS IN CONFORMANCE YITN TPI: OR FABR ICATIHG. HANDLING. SHIPPING, INSTALLING AND
BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY INE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. WINE
CONNECTORS AAC NAOE OF 20GA A51M A657 G0.AO GI STCCL, EXCEPT AS NOTED. APPLY CONNECTORS 10
EACH FACE OF TRUSS. AN UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER
t ; S STATE OF j Q` t, V-
T n4 RiO•.'
f+V•
BC
TOT.
L L
LD.
0.0
37.0
PSF
PSF
S L T - E N G / WM R y
SEON- 37486
D U R F A C . 1.25 FROM R HPROFESSIONALENGINEERING
CERTIFICATE OF AUTNORRA710N 092 To
DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
MI FOR PARTICULAR 6UILOING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER
ANSI/TPIIR9A Jun 25 '
G3 • SPACING 24.D" JREF- 1S3X352_Z11'
Lly/yUJU - rLA)
TOP CHORD 4x2 SP #1 Dense
BOT CHORD 4x2 SP SS Dense
WEBS 4x2 SP #3
SPECIAL LOADS
LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00)
TC From 100 PLF at 0.00 to 100 PLF at 12.00
BC From 10 PLF at -0.21 to 10 PLF at 12.25
TC 796 LB Conc. Load at 8.77
12' , 5-0-4
5-12
IHIS UWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP.
5' Typ.
3X4 III 2.5X4
2X4= 3X6= 3X4= 2.5X4=
2X4 III
3X6= 4X6= 2X4=
3
3X4 III T
1 0 1 4-0
3X4= 2X4111 4X6=
4X6=
12-6-0 Over 2 Supports
R-875 R-1242 W=3.5'
PLT TYP. Wave TPI 95 R Design Crit: TPI STD 6.10 OTY:1 FL 1 R - Scale -.375" Ft.
WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
BRACING. REFER TO RIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 D'ONOFRIO DR.. SUIT[ 200, .ADISON. YI 53T19). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IHD ICAiEO. TOP CH00.0 SNAIL NAPE PROPERLY ATTACHEDHCO
STq UC T URAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
q'•,
f v •%'• V ;
f N0.42704
j * _
T C
T C
BC
L L
D L
DL
40.0
10.0
5.0
P S F
P S F
PSF
R E F R 3 5 2-- 1 7 08 9
S MYTH LUMBER CO.
ROOF TRu55 DiVISION
DATE 6 2 5 0 3
DRW SLTUSR352
2722 SOUTH APOPKA BLvD.
A,POPKA. FL 32703
407-299-1 522
FAX: 407-2999153
BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY THE AHERICAN FOREST ANPAPER ASSOCIATION) AND TPI. ALPIIIE•'.,
CON HECTORS ARE MADE OF 20GA ASTM A653 GR/0 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON IHIS DESIGN. POSITION CONNECTORS PER
STATE OF
O RI
BC
TOT.
ILL
L D.
0.0
5 5.0
PSF
P S F
SLT-ENG /WMR
S E Q N- 39710
D U R F A C . 1.00 FROM MPROFESSIONALENGINEERING
CERTIFICATEOFAUTXORRATON89218
DRAWINGS 160 A-Z THE SEAL ON THIS DRAWING INOICAlES ACCEPTANCE OF PROFESSIONAL ENGINEERING
R ESPoll 5 I III L IT SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ANSI/
TPITIF/995115ECTIONCULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER JUn 25 '03 SPACING SEE ABOVE REF- 1S3X352 Z11
Z1979B3B - F4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 4x2 SP #2
BOT CHORD 4x2 SP #2
WEBS 4x2 SP #3
SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP.
21'
4-8 -4
5Typ. 3X4
III 2X4 =
3X4 = 2.5X4 = 2X4 III 2X4 III 2.5X4 = 3X4 = 2X4 0
18 i
3X4
III T 1
0 1 4-O 3X6=
PLT
TYP. Wav 3X6=
12-
6-0 Over 2 Supports R-
661 W-3.5' R-661 W-3.5' SMYTH
LUMBER CO. ROOF
TRuss DIv1sIoN 2722
SouTi APOPKA BLvO. APOPKA.
FL 32703 407-
299-1522 FAx:
407-29991 53 PROFESSIONAL
ENGINEERING CERTIFICATE
OF AI7TI1ORRATTON #9218 R
Design Crit: TPI STD 6.10 0TY:7 FL 1 - R - Scale —.375" Ft. B•
YARNING••
TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND RACING.
REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE.
583 O'ONOFRIO DR SUITE 200. MAOISON, YI 53119), FOR SAF ElY PRACTICES PRIOR10 PERFORMING THESE
FUNCT10 5. UNLESSOTHERWISE INOICAIEO. TOP CHORD SHALL HA YE P0.0P(0.LY ATTACHED STRUCTURAL PANELS.
BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. M R7w
j_ t
lFl/"•
V a: .••••r•.
w w.
P
T
C
T C
L L
D L
40.0
10.0
P S
F PSF R
E
F R 3 5 2-- 1 7 0 9 0 DATE 0
6 / 2 5 / 0 3 D R
W SLTUSR352 IMPORTANT' FURNISHACOPYOFTHISDESIGNTOTHEINSTALLATIONCONTRACTOR. ALPINE ENGINEERED P0.000CTS,
INC. SHALL NOT BE RESP014SIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE
TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF
TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED
BY THE AMERIC AN FOREST AXD PAPER AS50CIAT ION) AN0 TPI. ALPINE CONNECTORS ARE
MADE OF 20GA ASTM A653 GRAD GALY. STEEL. EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE
OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER t HIO.
42%04 1 1
STATE
OF ?Q' ryS. 6
V QR10 lf •'•.....•••• B
C
BC T
0
T D L
L L
L D .
5.0
0.0
55.0
P S
F P S
F PSF S
L
T - E N G W M R •* S E
O N - 39682 D U
R F A C . 1.00 FROM R H DRAWINGS 160A-Z THE SEAL ON THIS ORµ11HG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY
FOR I11TRUSS COMPONENT 1E51GN SHOW". 1HE SUITABILITY AND USE OF THIS COMPON EIII FOR
ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUIL 0IHG OE SIGNER. PER ANSI/TPI 1-
1995 SECTION 2. Jun 25 ' SPACING
24.0" JREF- 1S3X352_Z11
Z1979B3B - F5) Y • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP.
BOT CHORD 4x2 SP #3
WEBS 4x2 SP #3 SEE DWG SLTUSR352 02196003 FOR GABLE DETAILS.
1 8
j-
3X4 BI 2. 5X4 = 3X4 III
3X6= 2.5X4 = 3X6=
f< 12-6-0 Over Continuous Support
R-106 PLF W-12-6-0
Note: All Plates Are W2X4 Except As Shown.
PLT TYP. Wave TPI 95 R Design Crit: TPI STD 6.10
V AN NING.- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND
BRACING REFER 10 HIB91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
I NSf IfUTE. SBJ D'ONOFp 10 OR., SUITE 200, MA0I SON. VI 57119). FOR SAF(TY DR ACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVEPROPERLY ATTACHED S
MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF
TRUSS DIVISION 'IMPORTANT•'
FU0.NISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,
INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722
SOuTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI. OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND APOPKA-
FL 32703 -BRACING-OF-TRUSSES-THIS-DESIGN-CONFORMS-VI TH-APPL-ICABLE-PROPISIOMS-OF-MOS-(NATIONAL-OESIGM- 407-
299.1 522 SPECIFICATION
PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS
ARE MADE OF 20GA ASIM A653 GR40 GAILYSTEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO FAx:
407.29991 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS
160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL
ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS CERTIFICATE
OF ALMIORRATION 09218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/
TPI 1-1995 SECTION 2. i
No.47 Jun
25 '03 OTY:
1 FL 1 R/- TC
LL 40.0 PSF TC
DL 10.0 PSF BC
DL 5.0 PSF B
C—L-L 0-0-P SF TOT.
LD. 55.0 PSF DUR.
FAC. 1.00 SPACING
24.0" Scale-.
375"/Ft. REF
R352--17091 DATE
06/25/03 DRW
SLTUSR352' SL-
T--ENG /-WMR SEON-
37372 FROM
RH JREF-
1S3X352 Z11
Z1979838 - F6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 4x2 SP #1 Dense
BOT CHORD 4x2 SP #2
WEBS 4x2 SP #3
SPECIAL LOADS
LUMBER DUR.FAC.-1.00 / PLATE DUR.FAC.-1.00)
TC From 100 PLF at 0.12 to 100 PLF at 5.88
BC From 10 PLF at 0.00 to 10 PLF at 6.00
TC 478 LB Conc. Load at 2.15, 3.86
2-10-8 1 18' . 1-7-8
5' Typ.
2X4 III 2X4 (R)
2X4 (R) = 3X4 = 2X4 III 3X4 = 2X4 III
in.L41..111
3X6=
6-0-0 Over 2 Supports
R-795 W-6' R-796
LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED***
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP.
PLT TYP. Wave TPI 95 R Design Crit: TPI STD 6.10 OTY:1 FL 1 R - Scale —.375" Ft.
B•
WARNING'• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND M T C ILL 40.0 P S F R E F R 3 5 2-- 1 7 0 9 2RACING. REFER TO NI0-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 D•ONOFRIO DR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO t fi (( pERFOR MING INESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED o : f "'Yj.•: TC D L 10.0 PSF DATE 0 6 / 2 5 / 0 3
S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. j C
IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLA11014 CONTRACTOR ALPINE ENGINEERED ( NO.42704 BC DL 5.0 PSF DRW SLTUSR352ROOFTRUSSDIVISIONpRODUCTS. IXC SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. ANY FAILURE TO 2
2722 SOUTH APOPKA E]LVD. BUILD THE TRUSSES III CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
BC LL 0.0 PSF SLT-ENG WMR
APOPKA, FL 32703 BRACING OF TRUSSES THIS DE CONFORMS YI TN APPLICABLE PROTISIONS OF NOS (NATIONAL DESIGN '
jQj .
STATE OF /
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
V %(
i
407.2991522 CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO _% OR10rPrA'v TOT. LD. 55.0 PSF SEON- 37238
FAx: 407-299.9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
t `_ ORAV INGS 160 A,2. 1.1 SEAL ON THIS DRAY ING 1110ICA1ES ACCEPTANCE OF PROFESSIONAL ENGINEERING S'%NAf` {. D U R . F A C . 1.00 FROM R HPROFESSIONALENGINEERINGRESDONSIBILITYSOIEIYFORTHETRUSSCOMPQNCNTOESIGNSHOVN. iHC SUIfABIL IfY AND USE OF THIS
CERTIFICATE OPAU»IORRATION#9'218 COMP0TENT IFOR ANY
SECTION
C 2LAN aUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jun 25 "•1 SPACING SEE ABOVE JREF- 1S3X352_Z11'
Z1979B3B - R1)
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD.
5X6=
1-4.0
ti
THIS DWG PREPARED FROM MMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR.
120 MPH WIND, 14.31 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL-5.0 PSF, WIND
BCDL-5.0 PSF.
A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED
ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
0-0-0 Over 2 Supports
R-1561 U-479 W-8'
Noxi Qi;
1-4.0
h
R-1561 U-479 W-8'
9-4-0
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:6 FL 1 R Scale 1875" Ft.
WARNING TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE, 5B3 O'ONOFRIO OR SUITE 20D. MADISON, YI 53719), FOR SAFETY PRACi ICES PRIOR TOA••,
P C0.F ORMIXG THESE FUIICII0 S. UNLESS OfHC0.Y ISINO ICAfED, TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILIIIG
IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED
PRODUCTS. INC SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMANCE WITH TPI, OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPECIFICATION-PUBLISHED-B Y-THE-AMERICAN-FOREST-AND-PAPER-ASSOC I AT-I011)-AND-TPI—ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A653 GRRO GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER
J '
77%'
1= NO'4Z7Q4 =
7f
l
STATE OF l Q`
R1C ••
T C
T C
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L L
D L
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LL
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7.0
10.0
0.0
PSF
PSF
PSF
PSF
R E F R 3 5 2-- 1 7 0 9 3
S MYTH LUMBER CO.
ROOF TRUSS DIVISION
2722 SOUTH APOPKA BLVD.
APOPKA. FL 32703
DATE 0 6 / 2 5 0 3
DRW SLTUSR352
SLT-ENG /WMR
407-299.1 522
FAX: 407-299-9 153 T 0 T . L D . 37.0 PSF S E O N - 26241
O U R F A C . 1.25 FROM R HPROFESSIONALENGINEERING
DRAWINGS I60 A-7 THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RE SPDXSIBILITY SOLELY F00. THE TRUSS COMPONENT OESI GN SHOWN. THE SUITABILITY AND USE OF THIS
CERTIFICATE OF AUTHORIZATION 09210 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER
ANSI/TPI 1-1995 SECTION 2 Jun 2 5 '0 3 SPACING 24.0" JREF- 1S3X352 Z11
Z1979B3B - R2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED
ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
120 MPH WIND, 13.23 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL-5.0 PSF.
DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD.
2X4 III
B-2-3
9- -0
2X4 (A1)
L-1-a-0-i
15-8-0 Over 2 Supports ,1
R-677 U-252 W-8' R-563 U-322
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:2 FL 1 R - Scale-.3125" Ft.
WARNING•• TRUSSES REQUIRE EYTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
BRACING. RCF(R TO H18-91 (HANOLIIIG INSiALIIIIG AND OR ACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 5B3 D'ONOFRIO OR , SUITE Z00. MAOISOH. VI S7719). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAYC PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED
Pp ODUCTS. III[. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. ANY FAILURE TO
M.
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7
T C
T C
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L L
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SMYTH LUMBER CO.
ROOF TRUSS DIvIS10N
DATE 0 6 / 2 5 / 0 3
DRW SLTUSR352
SLT-ENG WMR , 2722 SouTH APOPKA BLvD.
APOPKA,FL 32703
407-299-1522
FAX: 407-2999 153
BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROYISIGNS OF NUS (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AHD PAPER ASSOCIATION) AND TPI. ALPINE IC
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1 1
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D U R F A C . 1.25 FROM MPROFESSIONALENGINEERING
CERTIFICATE OF AUTHOREZATION R9218
DRAWINGS 160A-Z. THE SEAL ON THIS DRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPONSIBILITY SOLELY FOR IN E'TRUSS CON PO NEVI DESIGN SHOWN THE SUITABILITY AND USE OF THIS
TIFOR ANSECTION
PARTICULAR
BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER COMPONENTJun 25 '03 Y SPACING
24. 0" JREF- 1S3X352_Z11•
Z1979B3B - R2A)
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD.
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
120 MPH WIND, 13.23 FT'MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT -FROM ROOF EDGE, CAT II, EXP B, WIND TCDL-5.0 PSF, WIND -
BCDL-5.0 PSF.
A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED
ON MEMBER. ATTACH WITH (2) 160 NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
2X4 III
2X4 (AI) = 5X4=
L_140_J
fE 16-0-0 Over 2 Supports
R-689 U-255 W-8" R-558 U-309 W-3"
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10
WARNING* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND
BRACING. REFER TO NIB"" (HANDLING INSTALLING AND BRACING), PUBLISHED BY IPI (TRUSS PLAT[
INSTITUTE. 5B3 D'ONOFRI. OR., SUITE 200. MAGI SON. WI 13119), FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDIC ATFD, TOP CHORD SHALL HAVE PROPERLY Ai TAC MED
SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
ROOF TRUSS DIVISION •'
IMPORTANT•• FURNISH A COPY OF THIS OF SIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND
APOPKA-FL 32703 -BRACING-OF-TRUSSE-S—THIS-DESIGN-CONFORMS-WI-TN-APPL-ICABLE-PROVISIONS-OF-NDS-(NAT-IONAL-OESIGN-
407-299.1 522
SPECIFICATION PUBLISHED BY IRE ANERIC AN FOREST ANO PAPER ASSOC IA 1011) AND TPI. ALPINE
C0HNECIORS ARC MADE OF 20GA ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO
FAN:: 407.29991 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER
DRAWINGS 160 A- I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
PROFESSIONAL ENGINEERING RE SPOHSIBIL 11Y SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
CERnFIGATE OF AL1T11ORRATION 0921E COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER
AUSIJTPI 1-1995 SECTION 2.
0-3-8
9-4-0
OTY:
f No.42704 '
11STATE-OF_ "ft. - g.
0 R10Q•t1 ONAt
Jun
25 '03 rL/-/
J-/-/-/K/- TC
LL 20.0 PSF TC
DL 7.0 PSF BC
DL 10.0 PSF BC-
L-L 0-:O-P-SF TOT.
LD. 37.0 PSF DUR.
FAC. 1.25 SPACING
24.0" Scale-.
3125"/Ft. REF
R352--17095 DATE
06/25/03 DRW
SLTUSR352 SL-
T=E NG-/-WMR SEON-
26235 FROM
M JREF-
1S3X352 Z11
Ll`Jl`IbJb - 114) Inn unu rKtrAKtU rKUR turirultM Inrui LLVAU3 a 111Nt"3Iun3J 30Drll11tu OT IKU33 I'Ir K.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD.
2.5X4 % 5X6= 5X6=
120 MPH WIND, 13.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B. WIND TCDL-5.0 PSF, WIND
BCDL-5.0 PSF.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24' OC.
9-4-0
3X8(B1)
5X6= 5X8= 2.5X4 = 5X6=
3X8(B1) _
4-0 1-4-0
n a
I_ 17-0-0 _1_ 6-0-0 _1_ 17-0-0 -1
40 0 0 Over 2 Supports
R-1561 U-483 W-8' R-1561 U-483 W-8'
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:2 FL 1 R Scale 125" Ft.
YARNING•" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
RACING. REFER 10 RIB-91 (HANDLING INSTALLING AND GRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 563 D'ONOFRIO OR SUITE 200. MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR 10
PERFORMING IHESE FUNCTIONS. UNLESS OTHERWID. RD ERLSE INDICATETOP CHORSHALLHAVEPROPYATTACHEDSTRUCTURALPANELS. BOTTOM CHORD
SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY
OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC SHAH NOT
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N0.
42704
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T C T C
BC L
L D
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0 1.
0
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S F
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R E F
R
3 5 2-- 1 7 0 9 6 S MYTH LUMBER CO.
ROOF TRu55 DIVISION DATE
0 6 2
5 0 3 DRW SLTUSR352 2722 SOUTH
APOPKA BLvD.
APOPKA•Fl- 32703 407.
299 1 522
FAX: 407.299.91
53 BUILD THE TRUSSES IN
CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS
DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE
AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF
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AIlTHORQATION#
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Z197983B - R5)
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC
5X6= 2X4III 5X6=
THIS DWG PREPAR' O FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR'.
120 MPH WIND, 13.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP B. WIND TCDL-5.0 PSF, WIND
BCDL-5.0 PSF.
A) 2X4 SP #3 or SPF #2 CONT.IN000S LATERAL BRACING (CLB) EQUALLY SPACED
ON MEMBER. ATTACH WITH (2) l6d NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD.
3X8(B1) =
ZA4111 5X6= jxb-= 5X6= ZX4III
3X8(B1) _
1-4.0 1-4-0
a a
L 15-0-0 I 10-0-0 I 15-0-0 I
40-0-0 Over 2 Supports ,I
R-1561 U-485 W-8" R-1561 U-485 W-8'
9-4-0
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:2 FL 1 R Scale 125" Ft.
WAIN TRUSSES REOUIRC EXTREME CARE III FABRICATION. HANDLING. SHIPPING, INSTALLING AND
RACING REFER TO HIB." (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE, 583 D'OROFRIO DR., SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO
P EIFORHING THESE (UNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
DUCTSIMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
0, INC. SHALL IIOT BE RE SPONSIBLC FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO
BUILD THE TRUSSIN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTAILING AND
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2722 SOUTH
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299.9153 PROFESSIONAL ENGINEERING
DATE 0
6 / 2 5 0 3 DRW SLTUSR352
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TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
PROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD.
5X6= 2X4III 5X6=
3X8(B1) =
2X4III 5X6=
120 MPH WIND, 12.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL-5.0 PSF, WIND
BCDL-5.0 PSF.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24' OC.
3X8= 5X6= 2X4III
3X8(B1) _
1-4.0 1-4-0
a n
I, 13-0-0 _I_ 14-0-0 _ L 13-0-0 _I
Over 2 Supports
R-1561 U-488 W-8' R-1561 U-488 W-8'
9-4-0
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:2 FL 1 R Scale 125" Ft.
WARNING TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND
BITACING. REFER TO HI8-91 (HANDLING INSTALLING AND.BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 5BJ O'
UNOFRON
DR., SUITE Z00. MADISON. YI 53719). FOR SAFETY PRACTICES PRIOR 10
PERFORMING THESE FUNCTIONS. UNLESS OTHERVISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACH((!
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
PRODUCTS. INC. SHALL1SH1101ABCOPY OF THIS
RESRESPONSIBLE FORGIIANY TDEVHE INSTALATIOIATIONLFROMNTHISTDESIGN; CONRACTOR.AANYLPINCFAIILUREET00
BUILD THE TRUSSES IN CONFORMANCE WITH IPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY IXC AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A653 GAAO GALY. STEEL. EXCEPT AS NOTED APPLY CONNECTORS TO
EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
DRAWINGS 160 A.Z. THE SEAL ON THIS 01AVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESP011 SIB( LITY SOLELY FOR fHf IRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
AA_
Tjf'jw
NO'4yEGINERE'Z704 '
1
S 7i 7'C
STATE OF
OR'O f/
V...-.•.'" S/p aL l1
T C
T C
BC
BC
TOT.
L L
D L
DL
LL
LD.
20.0
7.0
10.0
0.0
37.0
P S F
P S F
PSF
PSF
PSF
R E F R 3 5 2-- 1 7 0 9 8
SMYTH LUMBER CO.
ROOF TRUSSDIVESION
2722 SOLITH APOPKA EiLVD.
APOPKA. FL 32703
407.2931522
FAX: 407.29991 53
PROFESSIONAL ENGINEERING
DATE 0 6 / 2 5 0 3
DRW SLTUSR352
SLT-ENG /WMR s
SEON- 37415
D U R F A C . 1.25 FROM R H
CERTIFICATE OF AUTTIORCEATION N9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER
ANSI/TPI 1.1995 SECTION 2.
Jun 2 5 1
SPACING 24.0" JREF- 1S3X352_Z1T
Z]979B3B - R7) '
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD.
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
120 MPH WIND, 12.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL-5.0 PSF, WIND
BCDL-5.0 PSF.
6X6= 5X6= 2.5X4 = 6X6=
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC.
3X8(B1) =
5X6= 3X8= 5X6= 5X6=
3X8(B1) _
I-4.0 1-4-0
n
1. 11-0-0 _1_ 18-0-0 _1_ 11-0-0 J
0-0-0 Over 2 Support
R-]56] U-489 W-8' R-1561 U-489 W-8'
9-4-0
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R - Scale -.125" Ft.
WARNING'- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND
BRACING REFER 10 H18,91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (T0. USS PLATE MA' T C L L 2 0.0 P S F R E F R 3 5 2-- 1 7 0 9 9
INSTITUTE, 583 D'ONOFIT IO DR SUITE 200. MAD ISOR. VI 53719), FOA SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
t IFI '•NNF
t (/ 0m.
T C D L 7.0 P S F
S MYTH LUMBER CO.
DATE 0 6 / 2 5 0 3
DRW SLTUSR352ROOFTRUSSDIVISION
2722 SOUTH APOPKA BLVD.
APOPKA, FL 32703
407.299.1 522
FAx: 407-2999153
IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATIOR CONTRACTOR. ALPINE ENGINEERED
Pp ODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMANCE WITH TPI. OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
BRACING-OF-TRUSSES-THISOESIGR-CONFORMS-W71TM-APPLICAOCE P0.bVISIONS OF NOS (NATIONAL OFSI GII
SPECIFICATION PUBLISHED 8Y THE AMCRIC AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF 2OG4 ASTM A653 GRAD GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PE0.
F N0.42704
1 i
7f i_ _
STATE OF
t•y, O H1 P'VV
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BC
BC
T 0 T
DL
LL
L D .
10.0
0_ 0_
37.0
PSF
PSF
PSF
SLT ENG /WMR
S E O N - 37023
OUR. F A C . 1.25 FROM R HPROFESSIONALENGINEERING
DRAWINGS 160 A-2. THC SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RE SDONSIB II IIY SOLELY FOR IHE TRUSS COMPONENT DC SI GN SHOWN. IN E SUI IABILITV AND USE OF 1H15
vN7',P
CERTIFICATE OFAUTIIORIZATION 09218 COMPONENT T1FOR ANSE
PARTICCTION ULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER JUn 25 SPACING 24.0" JREF- 1S3X352_Z11
LIT/763D - KO)
TOP CHORD 2x4 SP #2 :T2, T3 2x4 SP #1 Dense:
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24' OC
5X8= 5X6= 2.5X4= 5X8=
2YA-
IMIJ UNb PKtPAKtU IKUM LUMI'UIt1L IMMUI (LUAU) 5 UIMtMJ1UNJ) bUCMIIItU bT IKUSb MI-K.
120 MPH WIND, 11.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL-5.0 PSF, WIND
BCDL-5.0 PSF.
A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED
ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD.
PA i
dh
3X8 (B1)
5X6= 3X8= 5X6= 5X6=
3X8(B1)
1-4-0 1.4.0
n a
L 9-0-0 _I_ 22-0-0 _1_ 9-0-0 _I
40-0-0 Over 2 Supports
R-1561 U-491 W-8' R-1561 U-492 W-8'
9-4-0
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0T
YARNING•• TRUSSES RCOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
BRACING. REFER TO HI8.91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE M
INSTITUTE. 583 D'OHOFRIO OR.. SUITE 200. MADISON. VI 53719). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNIE SS OTHERWISE IIID ICATCD, TOP CHORD SHALL HAVE PROPERLY ATTACHED C IFI '•. V/ L
S MYTH LUMBER CO. STRUCTURAL PANELS. BOIIOM CHORD SHALL HAY( A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f NO.42]O4ROOFTRUSSDIVISIONPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OESIGN: ANY FAILURE TO A. i f 17[ 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE VI TH TP1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
APOPKA. FL 32703 BRACING OF TRUSSES. THIS BESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN
SPEC IF IC AT1011 PUBLISHED BY THE AMER )CAN FOREST ANO PAPC0. ASSOCIATION) AND L STATE OF l
407-299.1 522
TPI. ALPINE
CONN(C TORS ARC MAOC OF 20G1 ASTM A653 GR AO GAL V. STEEL. CCCEPT AS NOTED. APPLY CONNECTORS TO OPJQFI` %` FAx: 407-29991 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER T•
DRAVINGS I60 A-1' THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S/pN IVPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORIHGTRU55COMhNENIBESIGNSHOWN. THE SUITABILITY AND USE OF THIS
v
CERTIFICATE OF AUTHORIZATION M9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER
ANSI/TPI 1-1995 SECTION Z.
J U n 25
Y:1 FL 1 R -
TC LL 20.0 PSF
TC OL 7.0 PSF
g BC DL 10.0 PSF
BC LL 0.0 PSF
TOT.LD. 37.0 PSF
DUR.FAC. 1.25
SPACING 24.0"
Scale-.125"/Ft.
REF R352--17100
DATE 06/25/03
DRW SLTUSR352
SLT-ENG /WMR A,
SEON- 37406
FROM RH
JREF- 1S3X352 Z11
Z1979B3B - R9) . THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR'.
TOP CHORD 2x4 SP #2 :T2, T3 2x4 SP #1 Dense: 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL-5.0 PSF, WIND BCOL-5.0 PSF.
WEBS 2x4 SP #3
A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED
ON MEMBER. ATTACH WITH (2)-16d NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS.
1
5X6=
3X6= 2X4III
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC.
DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD.
7X6= 2X4III 3X6=
5X6=
3X8=
3X8=
6X8
6X8= 3X8= rmlv
3X8(B1)
1 4y E _I 1-4.015-8-0 h
L_ 7-0-0 _I_ 26-0-0 I 7-0-0 I
R-598 U-195 W-8'
40-0-0 Over 3 Supports
R-4075 U-1152 W-8• R-1494 U-448 W-8'
9-4-0
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY:1 FL 1 R - Scale-.1875" Ft.
WARNING TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND
RACING. REFER TO HIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 O'ONOFRIO DR., SUITE 200. MAOISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICAIEO. TOP CHORD SHALL NAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL NAPE A PROPERLY ATTACHED RIGID CCILIHG
IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS. INC SHALL NOT BC RESPONSIBLE FOR ANY DEVIATION FROM THIS OESIGII. ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
S ECif-ICAT ION-PUBL-ISNED-BT-THE-AMERICAN-FOREST-ANO-PAPER-ASSOC IxT 1-0$—)AIi0 TPI. ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALV. STEEL, EYCEPI AS NOTED APPLY CONNECTORS TO
EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCA IED ON THIS DESIGN. POSITION CONNECTORS PE0.
M.
p'(IFI '•.•
fG(J- r'•
t<`
t NO.42704 :
j
STATE OF _Q` _
O R• v
T C L L
TC DL
BC DL
BC ILL
T 0 T . L D .
2 0.
7.0
10.0
0-.-0_P_S.F__SLT=ENG_/-WMR
37.0
0 P S F
PSF
PSF
P S F
R E F R 3 5 2-- 1 7 1 0 1
S MYTH LUMBER CO.
ROOF TRUSS DIVISION
2722 SOUTH APOPKA BLVD.
APOPKA. FL 32703
DATE 06/25/03
DRW SLTUSR352
407-299-1522
FAX: 407-299 91 53 S E Q N - 37404
OUR JAC . 1 . 25 FROM RHPROFESSIONALENGINEERING
CERTIFICATE OF AI7NORRATION 09218
DRAWINGS 160 A•Z THC SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENG I NEERIIIG
RESPONSIBILITY SOLELY FOR IHE TRUSS COMPONENT DESIGN SHOWN. THC SUITABILITY AND USE OF THIS
COMPONENTANY SECUTIPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jun 25 '03 SPACING SEE ABOVE 7JREF- 1S3X352 L11
Z197983B - R19) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
5X4 =
120 MPH WIND, 20.38 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCOL-5.0 PSF, WIND
BCOL-5.0 PSF.
DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD.
18-9-14
L<I-4-O>J l<i-4-O>1
l_ 6-3-8 _I_ 6-3-8 I
IQ 12-7-0 Over 2 Supports
R-547 U-316 W-4' R-547 U-316 W-4'
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY:7 FL 1 R - Scale -.375" Ft.
YARNING" TRUSSES REOUIRE EXTREME CAR( IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND
BR AC IXG RCF CR TO HI891 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUIE. SB3 D'OIIOF0.I. DR., SUITE 100, MAO'SOM. YI 53719), FOR SAFC IV PRACTICES PRIOR TO
P ERF OgMING TXE SE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHAH HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING
IMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONT0. ACTOR. ALPINE ENGINEERED
Pq ODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMARCE WITH IPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND
BRACING OF IRUSSCS. THIS OC SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY TN( AMERICAN FOREST AND PAPER ASSOCIATION) AND IPI. ALPINE
CONNECTORS ARC NAOE OF 20GA ASTM A653 GRAD GAU. STEEL. EXCEPT AS NOTED. APPLY CONVECTORS TO
EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER
ORAVINGS 160 A -I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
0. ESPDXSIBILIfY SOLELY FOR THL TRUSS COMPONENT OE SI GN SHOWN. THE SUITAB IIITY AND USE OF THIS
M Ree--
SIFT '•.;.VY
l N0.42704 '
7f 7{ 7[
Q,1 STATE OF ?
sty"
f/ O R1O/
T C
T C
BC
BC
T 0 T
L L
D L
DL
LL
L D .
20.0
7.0
10.0
0.0
37.0
P S F
PSF
PSF
PSF
P S F
R E F R 3 5 2-- 1 7 1 0 2
S MYTH LUMBER CO.
ROOF TRUSS DIVISION
2722 SOUTH APOPKA BLvD.
APOPKA. FL 32703
407-299-1522
FAx: 407.29991 53
PROFESSIONAL ENGINEERING
DATE 0 6 / 2 5 / 0 3
DRW SLTUSR352
SLT-ENG WMR
S E Q N 36896 DUR.
FAC. 1.25 FROM RH CERTIFICATE
OPU AnIORIlATON#9218 COMPONENT IFOR ANYPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER NSEJun 25 ' SPACING 24.0" JREF- 7 1S3X35211
Z1979B3B R20) THIS DWG PREPARED FROM COMPUTER INPUT LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP 2 120 MPH WIND, 20.05 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
BOT CHORD 2x4 SP 2 ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCOL-5.0 PSF, WIND BCDL-5.0 PSF.
WEBS 2x4 SP 3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24' OC.
1 HIP SUPPORTS 5-0-0 JACKS WITH NO WEBS.
DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD.
5X4= 4X6=
18-9-14
L,i-4-0,J Lci-4-0>1
L 5-0-0 _1_ 2-7-0 _1_ 5-0-0 I
fE 12-7-0 Over 2 Supports
R-794 U-409 W-4' R-794 U-409 W-4'
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:2 FL 1 R - Scale -.375" Ft.
ARMING-;,, TRUSSES a[OUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND
BRACING. REFER 10 111.1 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE AYj T C L L 2 D. D P S F R E F R 3 5 2-- 1 7 1 0 3
INSTITUTE. SB3 D'ONOFRIO OR .. SUITE 200. MADRSO11 WI 53719). FOR SAFETY PRACTICES PRIOR TO tlFt [••'•. V
PERFORMING IHESE FUNCTIONS UNLESS OTHERWISE INOIWED. TOP CHORD SHALL HAVE PROPERLY ATTACHED "fj.':F T C D L 7.0 PSF DATE 0 6 / 2 5 / 0 3Smy-rH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
ROOF TRUSS DIVISION "
IMPORTANT"' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED *f NO.42704 =
1
BC DL 10.0 PSF DRW SLTUSR352DRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
771ff 7 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND
MOPKA4-F1_-32703 BRACING OF TRUSSES._I1115_O CSIGN_CONF DAMS_V IiB_APPLICAHLLPROYESI ONS_OF NOS-(uA i.l011A1-OE SIGN-- - S-STATE-OF-J '—BC-L-L 0•: O-P-SF--SL--T=ENG /WMR
407-299.1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO V O Rio .• T 0 T . L D . 3 7.0 P S F S E 0 N - 36814FAX: 407.2999159 EACH FACE OF TRUSS. USS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORSCCTORS PER (A n•~p'••.{
r''
DRAWINGS 160 A-Z. THC SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING SPoIVAIL ' OUR . F AC . 1.25 FROM MPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY ANO USE OF THIS7CERTIFICATEOFAUTHORIZATIONa9218COMPONENTTIFORANYSEPARTIPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER Jun 25 'D SPACING SEE ABOVE JREF- 1S3X352 L11
Z1979B3B - R21) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS IS DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD.
5X6
100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15.00 FT MEAN
HGT,ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC
DL - 5.0 PSF, WIND BC OL - 5.0 PSF.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24' OC.
3X8=
5X6=
3X8= 5X6=
2.5X4 2.5X4
Nz06r0
T 6
B
X4 III 9-4-04ZXX42X56(R5X6(R) III 5X8— 4 6X12= _ 3X8 (B1) = 6X12 =
2X4 III 3X8 (B1) 1-4-0
r 1-4-
0
y 11-0-
0 _
1_ 18-0-0 _1_ 11-0-0 I 19-4-0
T 20-8-0 40-0-0
Over 2 Supports R-1561 U-
671 W-8' R-1561 U-671 W-8' PLT TYP. Wave
TPI 95 R Design Crit: TPI STD 6.10 QTY:1 FL 1 R - Scale-.1875" Ft. YARNING•• TRUSSES REQUIRE
EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO
RIB-91 (HANDLING INSTALLING AND'BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 113 D•
ONOFRIO DR.. SUITE I00, MADISON, YI 53719), F00. SAFETY PRACTICES PRIOR 10 PERFORMING 1HESE FUNCTIONS
UNLESS OTHERWISE INDICATED. TOP CNOAD SXAII NAY( PROP(RLY ATTACHED STRUCTURAL PANELS. BOTTOM
CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. M R''TAj(_
t ( •4.•,.
o
T C
T
C L
L D
L 20.
7.0
0
P S
F PSF R E
F
R 3 5 2-- 1 7 1 0 4 S MYTH LUMBER
CO. DATE 0 6 /
2 5 / 0 3 DRW SLTUSR352 ROOF
TRUSS DIVISION2722SOUTHAPOPKA
BLVD. APOPKA. FL 32703
407-299-T
522 FAX 407-29991
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BOT CHORD 2x4 SP #2 HGT,ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TIC
WEBS 2x4 SP #3 DL - 5.0 PSF, WIND BC DL - 5.0 PSF.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24' OC.
DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD.
5X8= 2X4 III 3X8= 5X6= 3X4= 6X6=
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1-4-0 1-4.0
L 9-0-0 _I_ 22-0-0 _I_ 9-0-0
3,J
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R-1561 U-676 W-8' R-1561 U-676 W-8'
9-4-0
PLT TYP. Wave TPI 95 R Design Crit: TPI STD 6.10 QTY:1 FL 1 R Scale 1875" Ft.
YARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND
BRACING. REFER TO X16 91 (HA HOLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
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PERFORMING TNESC FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPECIE IC" N PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
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FAx: 407-29991 53
DATE 0 6/ 2 5/ 0 3
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SEQN- 26251
D U R F A C . 1 .2 5 FROM R L WPROFESSIONALENGINEERING
DRAWINGS 160 A,1. THE SEAL ON THIS DRAWING INDICATES ACCEPIANCE OF PROFESSIONAL ENGINEERING
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BOT CHORD 2x4 SP ##2 HGT,ENCLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE. WIND TIC DL
WEBS 2x4 SP ##3 :W8, W9 2x4 SP ##2: — 5.0 PSF, WIND BC DL — 5.0 PSF.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24' OC.
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DATE 0 6 / 2 5 0 3
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2722 SOUTH APOPKA Bwo.
APOPKA,FL 32703
407.299-1 522
FAX: 407-299-9159
IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS, INC. SHALL NOT BE RESPOIISIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMANCE WITH TPI. OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
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TC From 138 PLF at 0.00 to 138 PLF at 11.00
TC From 54 PLF at 11.00 to 54 PLF at 40.00
BC From 4 PLF at -1.46 to 4 PLF at 0.00
BC From 54 PLF at 0.00 to 54 PLF at 11.00
BC From 20 PLF at 11.00 to 20 PLF at 40.00
BC From 4 PLF at 40.00 to 4 PLF at 41.46
BC 191 LB Conc. Load at 5.00
IROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC.
ICALCULATED VERTICAL DEFLECTION IS 0.61" DUE TO LIVE LOAD AND 0.53" DUE
TO DEAD LOAD AT X - 19-5-12.
IH15 UNG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR.
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BOT CHORD: 1 ROW @ 12'.o.c.
WEBS : 1 ROW @ 4' o.c.
USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS
1N EACH ROW TO AVOID SPLITTING.
LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED***
120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
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9-4-0
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WARHING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND
BRACIIIG REFER TO HIB 91 (HANDLING INSTALLING AI10 BRACING). PUBLISHED BY PPI (TRUSS PLATE
INSTITUTE, 5B3 0'ON FR IO 00.., SUITE 200. MADISDH, YI 53719). F( SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS, BOTTOM CHORD SNAIL HAVE A PROPERLY ATTACHED RIGID CEILING
IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PR ODUCiS. INC. SHALL N01 BE RESPONSIBLE FOR ANY OC VIATION FROM THIS DESIGH: ANY FAIL URC TO
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BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY THE AM[RICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE
CONNECTORS ARE NAOE OF 20GA ASiN A653 GR AO GAL V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO
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S MYTH LUMBER CO.
ROOF TRUSS DIVISION
2722 SOUTH APOPKA BLVD.
APOPKA. FL 32703
407-299-1 522
FAX: 407-299-91 53
DATE 0 6 / 2 5 / 0 3
DRW SLTUSR352
S L T - E N G / WM R
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Z1979B3B - R25 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC.
DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD.
T
5X4 (
4X8= 2X4 III
120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG. LOCATED
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ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
1 HIP SUPPORTS 4-11-1 JACKS AT LEFT END AND 5-0-0 JACKS AT RIGHT END.
JACKS HAVE NO WEBS.
5X6=
4-O..j
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20-11-0 Over 2 Supports _I
R-1199 U-698 W-3' R-1300 U-787 W-8'
9-4-0
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R - Scale-.3125" Ft.
WARNING•• T0. USSES 4EOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE, SB3 O'ONOFRIO OR., SUITE 200. MADISON. YI 53719). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERTY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS, III[. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMANCE VITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS DESIGII CONFORMS VI1H APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPECIFICATION EUBLISNEO BT TXE AMARICAN FOREST AIID PAPER ASSOCIAT100)AHD TPI. ALPIIIE
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ROOF TRUSS DIVISION
2722 SOUTH APOPKA BLVD.
APOPKA. FL 32703
407-299-1522
FAIL: 407-29991 53
DATE 0 6 / 2 5 / 0 3
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CERTIFICATE
OF ALrTH0RRAT10N 0921E COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/
TPI [-1995 SECTION U Jun
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l41y17OSI3 - K40)
TOP CHORD 2x4 SP #2
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BCOL-5.0 PSF.
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R-402 U-325 W-3.5' R-402 U-325 W-3.5'
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:4 FL 1 R - Scale -.375" Ft.
WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND
RACING. REFER TO HIG-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY IN (TRUSS PLATE
I NSIITUTE. 583 D'ONOFRIO Op .. SUITE 200. MAOISON, 'YI 53719), F00. SAFETY R ACTICES PRIOR TO
PERFORMING THESE fUHCT10NS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED
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APOPKA. FL 32703
407-299.1522
FAx: 407-299-9153
PY OF THIS
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ANYFAILURES TO ppODUCTSNINSHALLINOTABEBUILD
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OF TRUSSES THIS DESIGN CONFORMS YITM APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION
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Or AUTHORIZATION Vr9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jun 25 SPACING 24.0" JREF- 1S3X352_Z11
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TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
120 MPH WIND, 15.73 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24' OC
5X4= - 5X4=
LOADING ON,THIS TRUSS CALCULATED BY JOB -DESIGNER***
SPECIAL LOADS
LUMBER OUR.FAC.-1.25 / PLATE OUR.FAC.-1.25)
TC From 54 PLF at -1.46 to 54 PLF at 10.13
BC From 4 PLF at -1.46 to 4 PLF at 0.00
BC From 20 PLF at 0.00 to 20 PLF at 8.67
BC From 4 PLF at 8.67 to 4 PLF at 10.13
TC 53 LB Conc. Load at 3.06, 5.60
TC 47 LB Conc. Load at 4.40
BC -11 LB Conc. Load at 3.00
BC 23 LB Conc. Load at 3.06, 4.40, 5.60
BC -9 LB Conc. Load at 5.67
15-0-0
L<1-4-O>c-O-!A Q 0 !+cl-4-Dy
L 3-0-0 _1_ 2-8-0 _1_ 3-0-0 _1
8-8-0 Over 2 Supports>
R-501 U-219 W-3.5' R-503 U-227 W-3.5'
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R Scale 375" Ft.
WARNING•' TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO'BRACING). PUBLISHED BY TPI (TRUSS PLATE
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PERFORMING TNESE FUNCTI0115 UNLESS OTHEAYISF INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS, BOITOM CHORD SNA LI HAYE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT•• FURNISH A COPY OF THIS DESIGII TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED
PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEIIATION FROM iN15 DESIGN; ANY FAILURE TO
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120 MPH WIND, 10.06 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED
ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF.
DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD.
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.1
YARNING•TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING ANDBRACING. NEFER TO III B•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
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S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
ROOF TRUSS DIVISION '"
IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
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TOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
120 MPH WIND, 9.56 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED
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BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 O'ONOFRIO OR.. SUITE 200. MADISON. VI 53719). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
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DRW SLTUSR352ii00FTRUSSDIVISION
2722 Sour" APOPKA Bwo.
APOPKA. FL 32703
407.299.1 522
FAX: 407.299-9153
IMPORTANT--. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
RODUCTS, INCSNAIL NOT OE RESPOIISIBLE FOR ANY DEVIATION 'ROM THIS DESIGN ; ANY FAILURE TO BUILD
THE IRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING
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TOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD.
6 F-
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3-0-12- '
3-0-0 Over 3 Supports
R-123 U-180 W-3.937'
1 10-4
10 U-180
1-10-3
9i 0
R-30 U-180
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ANYWHERE IN ROOF, CAT 11, EXP B. WIND TCOL-5.0 PSF, WIND BCDL-5.0 PSF.
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R Scale 375" Ft.
YARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING, INSTALLING AND
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INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200, MADISOH. VI 53719). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNC110N5 UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND
BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN
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407.299.9153 PROFISSIONAL
ENGINEERING DATE
0 6 / 2 5 0 3 DRW
SLTUSR352 SLT-
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F A C . 1.25 FROM R L W CERTIFICATE
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GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B
0
1 2 3' 5" 5' it" 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' it" it' 3" 13' I" 13' 5" S P F 3 3' 4" 4' 11" 4' 11" 6' 5` 6' 5" 8' 4' 8' 4" 10' 0" 10' 0" 13' 1" 13' 1"
z H F STUD 3' 4" 4' 10" 4' 10" 6' 5` 6' 5` e' 4" 8' 4" 10' 0" l0' 0" 13' 1" IT 1"
w STANDARD 3' 3` 4- 2" 4' 2` 5' 6" 5' 6` 1 7' 5" 7' 5' 1 B' 7" 8' 7" 11. 8" 11' B"
1 3' 9" 5' it" B' 4` 7' 0" 7' B" 8' 4" B' 11" 10' II" 11' to" 13' 1" 14' 0`
P 2 3' e" 5' It" 6' 4" 7' 0" 7- 6" 8' 4" 8' 11" 10' II" 11' 10" 13' 1" 14' 0"
3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 10' 3" IT 1` 13, 9"
Qi cQ D F L STUD 3' 6' 4' 11" 4' ll" 6' 6" 6' 6" 8' 4" B' 9" 10' 2" 10' 2" 13' 1" IT 9"
STANDARD 3' 4" 4. 3" 4' 3" 5' B" 5' 8" 7' 7" 7' 7" 8' 9" 8' 9" 11' It" 11' 11"
f— 1 l 2 3' ll" 6' 9" 6' 11' 8' 0" 8' 2` 9' 6" 9' 9" 12' 6` 12' It" 14' 0" 14' 0" E -1 S P F 3 3' 10' 6' 0` 6' 0" 7' I1 7' 11" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0` 14' 0" U H F STUD 3' 10' 5' it" 5' 11" 7' 10` 7' 10" 9' B" 9 6 12' 3" 12' 3" 14' 0" 14' 0"
w Q STANDARD 3' 10" 5- 1" 5' l" 6' 9" 6' 9" 9' t" 9' 1" 10' 6" to' 6" 14' 0" 14' 0`
1 4' 3" 6' 9" 7' 3" B' 0" 8' 7" 9' B" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0"
Y 2 4' 2" 6' 9" 7' 3" B' 0" 8' 7" 9' 6" 10' 3" 12' 8" 13' 6" 14' 0" 14' 0-
Qo 3 4' 0" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10, 0" 12' 6` 12' 7` 14' 0` 14' 0"
D F Lr STUD 4' 0" 6' 1` 6' l" 8' 0` 8' 0' 9' 6` 10' 0" 12' 5" 12' 5" 14' 0" 14' 0"
STANDARD 3' Il" 5' 3" 5' 3` 6' it" 6' 11" 9' 3" 9' 3" 10. 9" 10' 9" 14' 0" 14' 0"
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1 2 4' 4" 7' 5" 7' 7" B' 9" 9' 0" 10' 6" 10' 9" 13' 10" 14' 0" 14' 0` 14' 0` S P FrSN 3 4' 2" 6' 11" 6' I1" 8' 9" e' 9" 10 6 10' 6' 13 10 13' 10" 14' 0" 14' 0`
H FTUD 4' 2" 6' It" 6' 11" B' 9" 8' 9' 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0`
ADARD 4' 2' S' ll" 5' it" 7' 10' 7' 10" 10' 6" 10. 6" 12' 2" 12' 2" 14' 0" 14' 0`
l 4' 8" 7' S" B' 0" 8' 9" 9' 6" 10' B" 11' 4" 13 10 14' 0" 14' 0" 14' 0"
P 2 4' 7' 7' 5" 8' 0' 8' 9' 9' 6" 10' 6` 11' 4" 13' 10 14' 0" 14' 0" 14' 0`
3 4' 5" 7' l" 7' 1" 8' 9" 9' 3` 10' 8" II' 0` 13' 10" 1 14' 0" 14' 0" 14' 0"
D F L STUD 4' 5' 7' 0" 7' 0" 8' 9" 1 9' 3" 1 10' 6" 1 11' 0` 1 13' 10" 1 14' 0" 14' 0" 14' 0"
STANDARD 4' 4" 1 6' 1" 6' 1` 1 B' 0" 1 B' 0" 1 10' 6" 1 10' 9" 1 12' 5" 1 12' 5` 14' 0" 1 14' 0`
DIAGONAL BRACE OPTION:
VERTICAL LENGTH MAY BE
DOUBLED WHEN DIAGONAL
BRACE IS USED. CONNECT
DIAGONAL BRACE FOR B70#
AT EACH END. MAX WEB
TOTAL LENGTH IS 14'
2X4 SP OR DF-L 12.
OR BETTER DIAGONAL
VERTICAL LENGTH SHOWN I BRACE; SINGLE OR
IN TABLE ABOVE DOUBLE CUT
AS SHOWN) AT
UPPER END.
CONNECT DIAGONAL AT
MIDPOINT OF VERTICAL WEB.
2X4 02N OR BETTER
REFER TO CHART ABOVE FOR
BRACING GROUP SPECIES AND GRADES:
GROUP A:
SPRUCE -PINE -FIR HEY -FIR
1 2 1 STANDARD 2 STUD
3 1STUD 3 STANDARD
DOUGLAS FIR -LARCH SOUTHERN PINE
3 3
SPUD STUD
STANDARDI STANDARD
GROUP B:
HEM -FIR
h BTR
1
SOUTHERN PINE DOUGLAS FIR -LARCH
2 2
GABLE TRUSS DETAIL NOTES:
LIVE LOAD DEFLECTION CRITERIA IS L/240.
PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER
CONTINUOUS BEARING (5 PSF TC DEAD LOAD).
GABLE END SUPPORTS LOAD 'FROM 4' 0`
OUTLOOKERS WITH 2' 0' OVERHANG, OR 12'
PLYWOOD OVERHANG.
ATTACH EACH 'L' BRACE WITH IOd NABS.
FOR (I) 'L' BRACE: SPACE NABS AT 2" O.C.
IN IB" END ZONES AND 4` O.C. BETWEEN ZONES.
FOR (2) -L' BRACES: SPACE NAILS AT 3' O.C.
IN IB" END ZONES AND B' O.C. BETWEEN ZONES.
L" BRACING MUST BE A MINIMUM OF BOX. OF WEB
MEMBER LENGTH.
GABLE VERTICAL PLATE SIZES
VERTICAL LENGTH ND 3PLICE
LESS THAN 4' 0" IX4 OR 2%3
GREATER THAN 4' 0', BUT
LESS THAN IV 6'
2X4
GREATER THAN 11' 6'
II+ REFER TO COMMON TRUSS DESIGN FOR IIPEAK, SPllCE, AND HEEL PLATES.
THIS DRAWING REPLACES DRAWING A10030E
YARNING-- TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING,
INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED 41 REF ASCE7-98-GAB)2030BYTPI (TRUSS PLATE INSTITUTE, 503 D'ONOFRIO DR., SUITE 200, MADISON, VI. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,
RD SHALL HAVE PROPERLYCAVE
y17X ;• No. 42704
L
DATE 09/10/01
S MYTH LUMBER CO. HTo AO PROPERLY R GID CEILING.D STRUCTURAL PANELS AND BOTTOM CHORD SMALL
DRiYG A12030EC0901ROOFTRUESDIVISION
IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE
EnGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
ENG2722SOUTHAPOPKABLVD. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING,
HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH
STATE OF
APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE
AMER CA FOREST407.299-1522 AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA
ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF
i / Oj '••. < p p P'• C., TOT. LD. 60 PSFFAX: 407.299-9153 TRUSS ABRAVINGND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
THE SEAL ON THISRANPON
R
y7`S'S NAL• PROFESSIONAL ENGINEERING ENGINEERING12RA-Z. TVING
INDICATES ACCEPTANCE (IF
ONE
PROFESSIONAL
IBILA THETRUSS DESIGNTHE ICERTIFICATEOFAUYHORIUT1ON8921OFHISSOLELYCOMPONNYPRTICULENTARBUILDINGISRESPONSIBILITY
OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. MAX.. SPACING 24.0 " I/)11/JI i•;5+_". ._
GABLE DETAIL
ABOUT f , FOR LET -IN VERTICALS
GABLE
VERTICAL
RIGID SHEATHING
11 CABLE VERTICAL PLATE SIZES 11
VERTICAL LENGTH PLATE IF PLATES
BETWEEN CHORDS SIZE
LESS THAN 4' 0" IX4 OR 2X3
OVERLAP'
2X8
GREATER THAN 4' 0', BUT
LESS THAN II' 6'
2X4 2X8
GREATER THAN 11' 6' 2.5X4 2.5X8
Q+ REFER TO ENGINEERED TRUSS DESIGN FOR PEAK,
SPLICE, WEB AND HEEL PLATES.
IF CABLE VERTICAL PLATES OVERLAP. USE A
SINGLE PLATE TO SPAN THE WEB.
EXAMPLE: 2*
2X4 2X8
PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN.
ATTACH EACH "T' REINFORCING MEMBER WITH
HAND DRIVEN NAILS:
IOd COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP
AND BOTTOM CHORD.
GUN DRIVEN NAILS - 0.131" X 3":
TOENAILS AT 4' O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD.
THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE CABLE DETAIL FOR ASCE
OR SBCCI WIND LOAD.
ASCE 7-93 CABLE DETAIL DRAWINGS
AIIOISENO699, A10015EN0699, A09015ENO899, A08015EN0899, A07015EN0699
A1103OENO899, A10030EN0899, A09030EN0899, A08030EN0899, A07030EN0699
ASCE 7-98 CABLE DETAIL DRAWINGS
A13015ECO901. A12015ECO901, A11015ECO901, A10015ECO901. A08515ECO901
A13030ECO901, A12030ECO901, A11030EC0901. A1003OECO901, A08530ECO901
SBCCI CABLE DETAIL DRAWINGS
S11015EN0699, S10015EN0699, S09015ENO699, S08015EN0699, S07015EN0699
S11030EN0699, S10030EN0699. S09030EN0699, S08030ENO899. S07030EN0699
SEE APPROPRIATE ALPINE CABLE DETAIL (ASCE OR SBCCI
WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE
VERTICAL LENGTH.
2x8 "T'
REINFORCING
MEMBER
2X4 i'
REINFORCING
MEMBER
TOENAILN' TOENAIL
TO CONVERT FROM 'L' TO "T' REINFORCING MEMBERS,
MULTIPLY "T' FACTOR BY LENGTH (BASED ON CABLE
VERTICAL SPECIES, GRADE AND SPACING) FOR (1)
2X4 "L" BRACE. CROUP A. OBTAINED FROM THE
APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR
SBCCI WIND LOAD
MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL
LENGTH IS 14' FROM TOP TO BOTTOM CHORD.
B LENGTH INCREASE W/ "T" BRAC
WIND SPEED
AND MRH
T" REINF.
MBR. SIZE
SBCCI ASCE
110 MPH
15 IT
2X4 10 x 10 7,
2X6 40 7• 50 7,
110 MPH
30 FT
2x4 IO Z 10 7•
2X6 50 % 50 7,
100 MPH
15 IT
2X4 10 7, 10 %
2x6 30 7, 50 7
100 MPH
30 IT
2x4 10 7, 10 7,
2x6 40 7, 40 7•
90 MPH
15 FT
2X4 20 X 10 7
2x6 20 X 40 7•
90 MPH
30 FT
2x4 10 % 10 %
2x8 30 9• 50 7,
80 MPH
15 FT
2X4 IO 7, 20 7•
2x6 10 7, 30 7•
80 MPH
30 IT
2x4 20 9, 10 7,
2x6 20 7• 40 9,
70 MPH
15 FT
2x4 0 7, 20 7,
2x6 0 % 20 %
70 MPH
30 FT I
2x4 10 7, 20 %
2x6 10 7• 30 7•
EXAMPLE:
ASCE WIND SPEED - 100 MPH
MEAN ROOF HEIGHT = 30 '"
GABLE VERTICAL = 24' O.C. SP /3
T' REINFORCING MEMBER SIZE = 2X4
T" BRACE INCREASE (FROM ABOVE) = 10% = 1.10
1) 2X4 "L' BRACE LENGTH - 6' 7"
MAXIMUM "T' REINFORCED CABLE VERTICAL LENGTH
1.10 x 6' 7" - 7' 3"
DRAWINGS CAB98117 876.719 k HC26294035
WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING.@vINSTALLINGANDBRACINGREFERTOHIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED
PT,,••""•
a v('`FIC,q`'•/9 4 REF LET -IN VERT
BY TPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200, MADISON, Wl. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS G •, DATE 10/24/01
S MYTH LUMBER CO. AND BOTTOM CHORD SHALL
HAVE A PROPERLY ATTACHED RIGID CEILING. S
DRWG GBLLETIN1001ROOFTRUSSDIVISIONONCONTRACENGINEEERDTPRODUCTS. INC.CSHALL NOTI BE RESPON IBLEDESIGNTOEALLATIFORTANYDEVIATIONFROMTHISLPINE4Y270( 1 No. 7X ENGDLJ/
KAR 2722 SouTNAPOPMABO. LV DESIGN, ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING. SHIPPING,
INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS APOPMA,FL
32703 WITH APPLICABLE
PROVISIONS
OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299,
1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653
GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF STATE 0 F TOT. LD. 60 PSF FAx 407.299,9153 TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER R. FAG.
ANY PROFESSIONAL ENGINEERINGDRAWINGS160
A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY
SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND
USE OF THIS COMPONENT FOR s x
Vll! i/ O/
O•
O R% TAX SPACING
CERTIFICATE OFAUTIIORIZATION•9218! RESPONSIBILITY ANY PARTICULAR BUILDING IS THE OF THE
BUILDING DESIGNER, PER ANSI/TPI l-1995 SECTION 2. i..C` cw._••••••''.
VALLEY
TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER.
BOT CHORD 2X3(•) OR 2X4 SP #2N OR SPF' #1/#2 OR BETTER.
WEBS 2X4 SP #3 OR BETTER.
2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE).
ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH
2) 16d BOX (0.135" X 3.5") NAILS TOE -NAILED
120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED•BLDG.,
30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD.
CUT FROM 2X6 OR
LARGER, AS REQ'D
4-0-0 MAX
12
12 MAX.
W2X4
W2X4 1Y2X4
8-0-0 MAX-
W2X4
16-0-0 MAX
W2X4
TRUSS DETAIL , I
UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY IX4 "T"-BRACE, 80%
LENGTH OF ITEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED
WITH 8d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING,
EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9".
MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0".
TOP CHORD -OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH:
PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS
INSTALLATION
OR
PURLINS AT 24" OC
OR
BY VALLEY TRUSSES
LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES
NOT EXCEED 12'0".
BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN.
E—NA
W2X4
OPTIONAL STUB
END DETAIL
W4X4
if
OPTIONAL HIP
JOINT DETAIL
1
PARTIAL FRAMING
20-0-0 MAX (++) R,rly/ OC PLAN
aA1
TN1111uuIIII1T
SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. a`` Q ,////i/// THIS DRAWING REPLACES DRAWING A105
WARNING• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING,
INSTALLING AND BRACING. REFER i0 HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED
BY TPI (TRUSS PLATE, G TC LL 30 PSF REF VALLEY DETAIL
INSTITUTE. 583 D•ONOFRIO DR., SUITE 200. MADISON. VI. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICATED,Z DL 20 PSF DATETOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALe_SMYTH
C 06/25/99
LUMBER C O. HAVE A PROPERLY ATTACHED RIGID CEILING. NO.42704 :••
IMPORTANT• TFURNISHACOPYOFTHISDESIGNTOTHEINSTALLATIONCONTRACTOR. ALPIEEROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
@C DL 10 PSF DRWG VALTRUSS0699
ENG MLH/ICAR2722SOUTHAPOtKAElLvo. DESIGN) ANY FAILURE -TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING,
HANDLING, SHIPPING, I CC LL O PSFINSTALLINGANDBRACINGOFTRUSSES. DESIGN CONFORMS WITH•
A OPKA. FL 32703 APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE =
407.299,1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA4 o . STATE OF Q
z
OT. LD. 60 57 PSF55
ASTM A653 GRAD GALV STEEL EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OFFAX: 407.299.9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL
O •• (,/
0 R 1 P,••
i •••• _`
PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
CERTIFICATEOFAUTNORIZATIONN921BSUITABILI'TY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE
RESPONSIBILI iY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2.
C`......... `_ .
a
vJ-nAIAl E V..
i..
DURYAC.1.25/1.33 I.IS I.IS
SPACING 24'
CONVENTIONALLY FRAMED VALLEY DETAIL
A) 2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER
B) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3")
C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3")
COMMON
D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER TRUSSES
AT 24" 0(
NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN
THAT OF VALLEY RAFTER (A).
NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR
VALLEYSUPPORTINGTRUSSBRACINGDETAILS. RAFTERS
B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10".
RIDGE
B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS 11'-2". RAFTER
FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE.
FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAILS AT 4" OC.
FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC.
TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH
PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR
VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN
FOR THE SUPPORTING TRUSS.
PARTIAL FRAMING PLAN
L.VIVIIVIVIV inuoDC.J HI 4•t VL.
3) 16d BOX NAILS, 3) 16d BOX
2) 16d BOX NAILS, TOE —NAILED THRU TOE —NAILED
2) 16d BOX NAILS,
NAILS, TOE —NAILED
CRIPPLE INTO RIDGE BOARD OE —NAILED
3) 16d BOX NAILS
D) (A)
3) 16d BOX NAILS D) (
A)
B) RATED
C) SHEATHING
C)
4'0" TYP. (
B) 3) 16d BOX GIRDER
NAILS, TOE —NAILED
2) 16d BOX NAILS, TOE —NAILED (TYPICAL)
SUPPORTING TRUSSES
RATED SHEATHING CONNECTED TO AT 24" OC MAX SPACING
TRUSS TOP CHORDS PER SPECIFICATIONS
3) 16d BOX NAILS, TOE —NAILED THRU
CRIPPLE INTO RATED SHEATHING
THIS DRAWING REPLACES DRAWING V105-CONV
VARNING.• TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING.
INSTALLING AND BRACING REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED
BY TPI (TRUSS PLATE INSTITUTE, SB3 D'ONOFRIO OR., SUITE 200, MAOISON, VI. 53)19) FOR
SAFETY PRACTICES PRIOR i0 PCRFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED-
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
NFP IFICq •••
C LL 30
i
py DL zo
G
30
15
40 PSF
7 PSF
REF CONV. VALLEY
DATE 06/25/99
SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. G ( ••. L
BC VL 10 10 10 PSF DRWG VALCONVF0699
ROOF TRUSS DIVI910N
IMPORTANT.. FURNISH A COPY OF THIS DESIGN TO THE .INSTALLATION CONTRACTOR. ALPINE
ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
DESIGNI FAILURE TO THE TRUSSES Or 12722SOUTHAPOPKABLVD. ANY BUILD IN CONFORMANCE WITH TPII OR FABRICATING.
HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH
2: • NO.42704 o o 0PSF ENG MLH/KAR
APOPKA. FL 32703
407-299-1522
APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE
AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA TOT.=LD. 60 57 PSF55
FAk 407-299.9153 ' ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF
TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER STATE OF
PROFESSIONAL ENGINEERING
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL
ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE
O.&
ICAAA
25/1.331.151.15
ABOVECEATIFICATEDrAUTNORIZATION8921RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. j O'••/ Q`••• SEEi _-
TOP CHORD 2X4 y2 OR BETTER
BOT CHORD 2X4 #2 OR BETTER
WEBS 2X4 y3 OR BETTER
PIGGYBACK DETAIL
REFER TO SEALED DESIGN FOR DASHED PLATES.
SPACE PIGGYBACK VERTICALS AT 4' OC MAX.
TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE
IS NOT DIRECTLY OVER ANOTHER.
PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO
TRUSS, TOP CHORD WITH 1.5X3 PLATE.
ATTACH PURLINS TO TOP OF FIAT TOP CHORD. IF PIGGYBACK
IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS
MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS.
REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLfN SPACING.
120 MPH WIND, ASCE 7-98, CAT 11, EXP. B. ENCLOSED BLDG.,
30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD.
FRONT FACE (E.* ) PLATES MAY BE OFFSET FROM BACK FACE
PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. MAX SIZE OF 2X12
BETTER
A g E A4#201`t
A
20' FLAT TOP CHORD MAX SPAN
II
ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE.
SMYTH LUMBER CO.
ROOF TRUSS DIVISION
2722 SOUTH APOPKA BLVO.
APOPKA. FL 32703
407-299-1 522
FAx: 407-299-91 53
PROFESSIONAL ENGINEERING
CERTIFICATE OF AUTHORIZATION M921
WARNING-- TRUSSES REQUIRE EXTRI
INSTALLING AND BRACING. REFER TO
BY TPI (TRUSS PLATE INSTITUTE, 583
SAFETY PRACTICES PRIOR TO PERFORM
TOP CHORD SHALL HAVE PROPERLY AT
HAVE A PROPERLY ATTACHED RIGID CE
IMPORTANT-- FURNISH A COPY OF T
LRICAN FOREST AND PAPER
TM A653 GR40 GALV. STEEL
USS AND. UNLESS OTHERWIS
AVINGS 160 A-Z. THE SEAL
GINEERING RESPONSIBILITY
ITABIL17Y AND USE OF THIS
SP13NSIBILITY OF THE BUILD
WUFRIO DR., SUITE 200. MADISON. V1. 53719) FOR
THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,
HED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
VG. DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE
E RESPONSIBLE FOR ANY DEVIATION FROM THIS
SES IN CONFORMANCE WITH TPI) OR FABRICATING,
CING OF TRUSSES. DESIGN CONFORMS WITH
IL DESIGN SPECIFICATION PUBLISHED BY THE
J) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA
NOTED. APPLY CONNECTORS TO EACH FACE OF
ON THIS DESIGN, POSITION CONNECTORS PER
AWING INDICATES ACCEPTANCE OF PROFESSIONAL
THE TRUSS COMPONENT DESIGN SHOWN. THE
FOR ANY PARTICULAR BUILDING IS THE
R. PER ANSI/TPI 1-1995 SECTION 2
IAC
C
C
C
C
C
C
JOINT
TYPE
SPANS UP TO
30' 34' 38' 52'
A 2X4 2.5X4 2.5X4 3X5
B 4X6 5X6 5X8 5X8
C 15X3 1.5X4 1.5X4 1.5X4
D 5X4 5X5 5X5 5X6
E 4X6 OR 3X6 TRULOX AT 4' OC,
ROTATED VERTICALLY
ATTACH TRULOX PLATES WITH (8) 0.120" X 1.375" NAILS, OR
EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO
BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX
INFORMATION.
WEB BRACING CHART
WEB LENGTH REQUIRED BRACING
0' TO 7'9" NO BRACING
lx4 "P" BRACE. SAME GRADE, SPECIES AS WEB
7'9" TO 10' MEMBER, OR BETTER, AND 80% LENGTH OF WEB
MEMBER. ATTACH WITH Bd NAILS AT 4" OC.
2x4 "f" BRACE. SAME GRADE, SPECIES AS WEB
10' TO 14' MEMBER, OR BETTER, AND 80% LENGTH OF WEB
MEMBER. ATTACH WITH 18d NAILS AT 4" OC.
PIGGYBACK SPECIAL PLATE
ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF
FABRICATION. ATTACH TO SUPPORTING TRUSS WITH
4) 0.120' X 1.375" NAILS PER FACE PER PLY. APPLY
PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND
SPACE 4' OC OR LESS.
00 0 0 0 0 0
0 0 0 0 0
00 0
0 0 0 0 0
2"
0 0 0 0
r -;Z IFIC;q
G F'•
S
No. 42704
o•• STATE OF
8 1/4"
REPLACES DRAWINGS 634.016 634.017 k 847,045
MAX LOADING REF PIGGYBACK
55 PSF AT DATE 06/25/99
1.33 DUR. FAG. DRWG PIGBACKBO699
50 PSF AT ENG DLJ/KAR
a.25 DUR. FAC.
47 PSF AT
r DUR. FAC.
ACING 24.0"
NAL
BOTTOM CHORD FILLER- DETAIL .
OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX
SIZES (1X3 WAVE) MAY BE USED IF BEARING 1S OMITTED. WEDGE
OR VERTICAL MEMBER MUST. COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX
11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE
ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO
EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND
TRULOX PLATE REQUIREMENTS.
REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS
DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT
SHOWN.
ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES
MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (••)
FILLER BOTTOM CHORD
OR WEDGE SPECIES
MAXIMUM REACTION MINIMUM
BEARING AREA
REQUIRED NAILS PER FACE WITH TRULOX PLATES
DOWNWARD UPLIFT 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L.
DOUGLAS FIR -LARCH 3281 # 1656 1.5" X 3.5 12 11 10 9 8
HEM -FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6
SPRUCE -PINE -FIR 2231 # 1192 1.5" X 3.5 10 9 8 8 6
SOUTHERN PINE DENSE 3465# 1791 # 1.5" X 3.5 12 11 10 9 8
SOUTHERN PINE 2966# 1492 . 1.5" X 3.5 10 9 8 8 7
SOUTHERN PINE NON -DENSE 2520# 1343 1.5" X 3.5 9 8 7 7 6
4 ++ 4 ++
9.5" MAX
3X8 TRULOX **
T
18"
4 ** 4 3X12 TRULOX
MAX
2X8 WEDGE
2) 8D NAILS CUT TO FIT 2X4 VERTICAL OR WEDGE
py;tiiU11111N11IJJ) ) DRAWING REPLACES DRAWINGS A115 A115/R k 884.132
INSTALLING AND BRACINGES EDRE ERE R TOEMEIB 91(HANDLINGIN IINSTALLI GNAND BRACING). PUBLISHED
BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONDFRIO DR., SUITE 200, MADISON. WI. 53)19) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,
TOP CHORD SHALL HAVE PROPERLY ATTACHED' STRUCTURAL PANELS AND BOTTOM CHORD SHALL
a`p tf4N/
i(_
IFIC 1 ••,
l1 `•
TC LL PSF
DL - PSF
REF BC FILLER
DATE 06/25/99
SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. rr--••••
IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE
v• B& DL 10.0 PSF DRWG BCFILLER0699
ROOF TRUSS DIVISION
2722 SOUTH APOPKA BLvi).
ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
DESIGNI ANY FAILURE JO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING. NO. 42704 CELL - PSF ENG DLJ/KAR
A/OPMA, FL 32703
HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH
APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE j'0'g LD. PSF407-299-1522
FAX: 407.299-9153
AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA
ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF
TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER I •: STATE OF
FAC.1.0/1.15/1.25/1.33PROFESSIONALENGINEERING
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONALA
ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE ACING
24.0 CERTIFICATEOFAuTHORRAnONi921SUITABILITYANDUSEOFTHISCOMPONENTFORANYPARTICULARBUILDINGISTHEAlRESPONSIBILITYOFTHEBUILDINGDESIGNER. PER ANSI/TPI 1-1995 SECTION 2. QP.!•• SION
AL l
STEPDOWN CORNER SET
TOP CHORD 2X4 SO. PINE ##2 N, SEE TABLE BELOW FOR HIPJACK GRADE
BOT CHORD 2X4 SO. PINE ##2 N
WEBS 2X4 SO. PINE ##3
HIPJACK TOP CHORD LUMBER GRADE
MAX NORMAL
OVERHANG
LENGTH***
MAX HIPJACK
OVERHANG
LENGTH***
SOFFIT WEIGHT
2 PSF 10 PSF
1-06-00 2-01-07 2 N 2 N
1-09-00 2-05-11 2 2 DENSE OR I N
2-00-00 2-09-15 1 2 DENSE
120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG.,
30 FT. MEAN HT., 10 PSF TOTAL WIND DEAD LOAD.
UPLIFT IS 350#
I UPLIFT IS 200#
2' TYE
7'
5'
CORNER SET
SETBACK
3'
7' 0" 0
1'
2 HIP OR COMMON TRUSSi
1 HIP TRUSS
J5
J3
ft J3 J5 J7 J7 J7 J'
1 :3' 5' 7 2' TYP.
I
OPTIONAL VERTICAL WEB. USE W1.5X4 AT
BOTTOM OF VERTICAL. USE W3X4 AT TOP
OF VERTICAL AND DIAGONAL WEB.
2) 16d TOENAILS
J1
J3 HJ ** (3) 16d TOENAILS
J5 **
J7 **
3.00 12 * 2.12 12 W2X4
TO6.00 4T 4
ALTERNATE LOADING
W2X4 W2Xs , w3X4
TCLL 20 PSF
SIMPSON TCDL 20 MAX PSF
3/4' TNJA20
BCDL 10 PSF
1 1 1 1 TOT.LD. 50 MAX PSF
I ***1 1' I 3' 5' T *** 9-t0-13 OVER 2 SUPPORTS DUR.FAC. 1.25
R=463y, w=3.50- R=8520, {Y=3.50'
END AND CORNER JACKS HIPJACK
THIS DRAWING REPLACES
aa•"" ap DRAWING HC11795029
YARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING. SHIPPING. (
INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED ?``
f` w yC LL 30 MAX PSF REF 7' STBK CS
BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR, SUITE 200. MADISON. VI. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. \ 1F'l.q •', ])L 15 MAX PSF DATE O6/25/99TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALL -GG
SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING.(••.
IMPORTANT.. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE BL 10 PSF DRWG CS7SBK3A0699 ROOF
TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS A , 2722
SOUTH APOPMA BLVO. DESGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, _ *• ND• 42704 I* IL 0 PSF -ENG SJP/KAR HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH _ APOPKA.
FL 32703 APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE = * OT=
LD. 55 MAX PSF 407.299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20CA 3 = ASTMA653GR40GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF STATE
0 F FAX: 407.2999153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS
160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL A • $. FAC. 1.33 PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE CERTIFlCATE
OF Aun(ORI7ATION 0921E RESPONSIIBILI TY FS THEE BUILDTHISING DESIGNER, OPER ANSI/TPI 1-995USECTIONI 2.THE b O,': clnR10 P'_-.• ACING SEE ABOVE iN4
CLB WEB BRACE SUBSTITUTION
THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB)
IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB
BRACING METHOD IS DESIRED.
NOTES
THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED
CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB
BRACING.
ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE.
FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE
BRACING.
WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING
SIZE BRACING T OR L-BRACE SCAB BRACE
2X3 OR 2X4 1 ROW 2X4 1-2X4
2X3 OR 2X4 2 ROWS 2X6 2-2X4
2X6 I ROW 2X4 1-2X6
2X6 2 ROWS 2X6 2-2X4(*)
2X6 I ROW 2X6 1-2X6
2X6 2 ROWS 2X6 2-2X6(*)
T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE
OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON
ENGINEER'S SEALED DESIGN.
CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH
FACE OF WEB.
T-BRACING
OR
L-BRACING:
APPLY TO EITHER SIDE OF WEB
NARROW FACE
ATTACH WITH 16d NAILS AT 6" O.C.
BRACE IS A MINIMUM 60% OF WEB
MEMBER LENGTH
SCAB BRACING:
T-BRACE
OR
L-BRACE
APPLY SCAB(S) TO WIDE FACE OF WEB.
NO MORE THAN (1) SCAB PER FACE.
ATTACH WITH 10d NAILS AT 6" O.C. SCAB
BRACE IS A MINIMUM 80% OF WEB
MEMBER LENGTH
T-BRACE L-BRACE
r."""""......W"" THIS DRAWING REPLACES DRAWING 579.640IRA
ffYARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING.
INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED
BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONUFRIO DR., SUITE 200, MADISON, VI. 53719) FOR T )FCC •• F
TC LL PSF REF CLB SUBST.
DATE O6/25/99SAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED.
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
@\ V•.• qT•. G
DL PSF
SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. BCc DLIMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE
ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, NO. 42704
PSF
t_ tCI
DRWG BRCLBSUB0699
2722 SOUTH APOPKA BLVD. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH
LL PSF ENG MLH/KAR
APOPKA, FL 32703 APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE
FOREST PAPER TOr_ LD. PSF407.299.1522 AMERICAN AND ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA
ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF
FAxFA407.299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER LQ ', STATE OF' FAC.
c--
DRAWINGS
160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL. PROFESSIONAL
ENGINEERING 'ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE i •' AUTHORIZATION
M921BSUITABILITY ANO USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE A • jO•. CERTIFICATEOFRESPONSIBILITYOFTHEBUILDINGDESIGNER. PER ANSI/TPI 1-1995 SECTION 2. 0p1O`. i IlACINGIt 8
PLUUK IiAULt)
TOP CHORD 4x2 SP #3
BOY CHORD 4x2 SP #3
WEBS 4x2 SP #3
JACK STUDS FOR
HEAVY CONC. LOAD
BY BUILDER).
OUANTITY
DETERMINED
BY OTHERS.
WALL PLATE
I I 1
3/4' DECKING
INSERT JACK
STUDS
BY BUILDER).
QUANTITY OF
JACK STUDS TO
MATCH WALL
JACK STUDS
ABOVE,MIN.
JACK STUD DETAIL
WALL STUDS NOT SHOWN
FOR CLARITY PURPOSES)
W2.5X4 = / DIAGONAL WEB SHOWN FOR CONNECTOR PLATE PURPOSES
A9
THIS DWG PREPARED FROM•COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
TRUSS MAY BE INSTALLED UPSIDE DOWN.
DESIGN CRITERIA
1: ALL TRUSS LUMBER TO BE SP #3.
2: ATTACH TOP OF RIBBON BLOCK WITH 2-100 GUN NAILS.
3: DIAGONAL WEBS
TRUSS SPAN < or = TO 12' : NO DIAGONALS
12' < TRUSS SPAN < or = TO 20': ONE DIAGONAL
20' < TRUSS SPAN < or = TO 30': TWO DIAGONALS
30' < TRUSS SPAN THREE DIAGONALS
ONE EACH END AND CENTER)'
4: 16' OC VERTICALS, TYPICAL.
5. FLOOR GABLE DESIGN TAKES INTO ACCOUNT COMPOSITE ACTION
FROM A 2R4 WALL BOTTOM PLATE, 3/4' FLOOR DECKING AND RATED
SHEATHING APPLIED TO OUTSIDE FACE. WALL BOTTOM PLATE, FLOOR
DECKING, SHEATHING AND ALL CONNECTIONS TO TRUSS TOP CHORD
TO BE DESIGNED BY OTHERS.
W=W2.5X4
W02.04 = BOTTOM CHORD MAY BE NOTCHED AROUND PRE -CAST
ANCHORS BOLTS. ANCHOR BOLT SIZE AND SPACING
OF BOLTS TO BE FURNISHED BY OTHERS.
VERTICAL WEBS AND CONNECTOR PLATES NOT TO BE
DAMAGED OR CUT IN ANY WAY.
E Continuous Support
i;I,o1X111L,..
VAS
0.-
Note: All Plates Are W2X4 Except As Shown.
PLY TYP. Wave TPI-95 R Design Criteria: TPI STD
MNA /,4""''''%, p " '" •N ''%,
FL 1 R Scale 375" Ft.
WARNING- TRUSSES REOUIRE EXTREME CARE IR FABRICATION. HANDLING. SHIPPING. INSTALLING AND
BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 563 O'ONOFRIO DR., SUITE 200. MADISON. NI 53119). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. N a. 4 2 7 0 4
L L
E D L
4 0.
1 0.
0
0
P S F
P S F
R E F R 3 5 2
S MYTH LUMBER CO. DATE 0 7/ 1 5/ 0 2
ROOF TRUSS DIVL410N
2722 SOUTH APOPKA BLVD.
APOPKA.FL 32703
IMPOR iANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED =
PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMANCE WITH TPI; ON FABRICATING. HANDLING. SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN =
17[
STATE OF
B_ DL
LL
5.
D.0
D PSF
PSF
DR4! SLTUSR352 02196003
SLT-ENG WMR
407-299.1 522
FAR;: 407-2959159
CERTIFIC:ATEOFOALM IORQATIONTS02TB
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER'ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF 20GA ASI'M A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO %
EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED OR THIS DESIGN. POSITION CONNECTORS PER
DRAWINGS 160 A-E. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
COMMONIINGB1FORAMSECTION
MAR
ILITY SOLELY FOR ERU1LD1IM " NOS OMETRESPONSIBILITY OF THE IWI.DDESIGN
SHUN. ME BINGI DESIGHER,
TY
AN PER MIS O ••`
V i / ••.••
O•R,V Z.`,,
s(
Y/0NA1•.``\
i````
1
T.
LD. 55.0 PSF SEON 11184 b
U R . F A C . 1 .00 FROM JREF
7 1RU8352L17
SYSTEM 42 PLY TO PLY CONNECTION DETAILS
FIGURE 1: WEB TRULOX PLATE CONNECTION
WEB TRULOX PLATE CONNECTION
MAY BE USED WHEN TRUSS IS
LOADED WITH UNIFORM LOAD
AND/OR CONCENTRATED LOADS
AT RANDOM OR O.C. SPACINGS.
TRULOX PLATE APPLIED TO
BOTH FACES AT LOCATION OF
CONCENTRATED LOADS OR
NOR SNEARMIDSPANFORTRUSSES
WITH ONLY UNIFORM LOAD.
4X6 TRULOX FOR P - 2900y MAX.
6X6 TRULOX FOR P = 4400y MAX.
3/4' THICK BY 7" WIDE APA RATED SHEATHING CUT TO FIT ALONG
VERTICAL WEB LENGTH MAY BE SUBSTITUTED FOR TRULOX PLATES.
ATTACH WITH (S) BD COMMON (0.131" x 2 1/2") NAILS IN EACH
VERTICAL WEB.
CHORD TRULOX PLATE CONNECTION
CHORD TRULOX PLATES CONNECTION
MAY BE USED WHEN TRUSS IS
LOADED WITH UNIFORM LOAD
AND CONCENTRATED LOADS
SPACED AT 24" O.C. OR LESS.
2) 3X8 TRULOX PLATES TO BE
BENT AND APPLIED AS SHOWN.
PLATES TO BE POSITIONED
APPROXIMATELY 1/4" APART
SPACED AT 2' 6" MAXIMUM
O.C. BETWEEN PAIRS.
FOR DOUBLE STACKED CHORDS
USE (2) 3X10 TRULOX PLATES.
SYSTEM 42 CONNECTION NOTES:
N" & "C" ARE THE REQUIRED NUMBER OF 0.120" X 1.375"
NAILS, OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX
PLATE CONNECTIONS AS SPECIFIED ON THE ENGINEER'S SEALED
DESIGN REFERENCING THIS DETAIL.
S" IS THE REQUIRED NUMBER OF 0.131" X 2 5"
NAILS, OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX
PLATE CONNECTIONS AS SPECIFIED ON THE ENGINEER'S SEALED
DESIGN REFERENCING THIS DETAIL.
REFER TO THE ENGINEER'S SEALED DESIGN FOR LUMBER, .
PLATES AND OTHER INFORMATION NOT SHOWN HERE.
0.125" X 3" GUN NAILS MAY BE USED IN PLACE OF 10d COMMON
0.148" x 3") NAILS WHEN CONNECTING SHEAR BLOCKS.
ONE OF THESE 6 FIGURES SHALL BE USED FOR EACH 2-PLY
SYSTEM 42 TRUSS.
STACKED CHORD
FIGURE 5: SINGLE SHEAR .BLOCK
CONNECTION AT CONCENTRATED LOAD
CROSS S-ECTIION DETAIL
3'
1 I
2X6 OR 2X8 Q3 OR
BETTER SHEAR BLOCK.
PLACE BLOCK IN KEYWAY
AND CONNECT TO EACH
PLY WITH (3) 10d COMMON
0148" x 3") NAILS.
OPTIONAL TIE PLATE ON
NARROW FACE OR 10d COMMON
0.148" x 3") NAIL IN WIDE FACE.
CROSS SECTION DETAIL
7" LONG
BLOCK SIZE
MAX LOAD
P
1) 2x6 1500d
1) 2x8 20005
2) 2x6 3000g
2) 2x8 3500y
i 11
MEMBER 1 MEMBER 2
2) 3X6 TRULOX PLATES. ATTACH WITH 0.131•"X1.375' NAILS TO 1.5" SIDE FIGURE 6: DOUBLE SHEAR
OF MEMBER 1 SYSTEM 42 CHORDS AS SHOWN THEN BEND 90• AND ATTACH BLOCKS CONNECTION ATTO3.5" SIDE OF MEMBER 2 CHORDS AS SHOWN. USE SAME PROCEDURE
STARTING WITH MEMBER 2 WHILE OFFSETTING TRULOX PLATE LOCATION
BY 4". SPACE BETWEEN PLATE PAIRS AT 2' 6" MAXIMUM O.C.
FIGURE 4: CHORD TRULOX PLATE CONNECTION
AT CONCENTRATED LOAD LOCATION
CONCENTRATED LOAD
MUST BE APPLIED
TO THIS FACE.
NAIL PLATE IS TO BE APPLIED TO
THE INSIDE FACE OF THE TRUSS
5.5" SUPPORTING THE CONCENTRATED
LOAD PRIOR TO CONNECTING THE
PLIES TOGETHER BEND NAIL PLATE
OVER THE TOP CHORD OF THE
SECOND PLY AND NAIL AS SPECIFIEI
6X1B TRULOX PLATE
BENT AS SHOWN. 2X6 OR 2XB #3 OR BETTER SHEAR
BLOCKS. PLACE BLOCK IN KEYWAY
AND CONNECT TO EACH PLY WITH
3) 10d COMMON (0.148" x 3") NAILS
QiIMDR , PLACES DRAWINGS 1.070.978 798517 T620J24 k T615,489
vARNING• TRUSSES REQUIRE EXTREME CARE IN
LING INSTALLINGINSTALLINGANDBRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHEDANDBSHIPPING.QTIFiV .•`•`•
1••• /' ,•
LL PSF REF SY42 CONNECTION
BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON. VI. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL G` •,• l,ee-DL PSF DATE 06/25/99
S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING.DESIGN DR 9G CNSY42PL0699
ROOF TRUSS DIVISION
TOIENGINEEREDTPRODUCTS, FURNISHINC.CSHALLFNOTI BE RE PO SIBLEE FOR ANY DEINSTALLATIVIATION FROMTHIS PING NO. 42704 L PSF
ENG MLH/
KAR 2722 SOUTHAPOPMABLVO. DESIGN) ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI' OR FABRICATING, HANDLING. SHIPPING.
INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS VTH B a-+
C1,,
PSF APOPMA. FL
32703 APPLICABLE PROVIS113NS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE FOREST OTg
LD. PSF 407.2991522AMERICANANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM_A653
GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF- Z .o . STATE OF FAX: 407.
29'39153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER t\(,'. 1.
00 PROFESSIONAL ENGINEERINGDRAWINGS160
A-Z. THE SEAL ON THIS DRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY
SOLELY FOR THE TRUSS COMPONENT Off.••, P..• DESIGN SHOWNTHEANDTHIS
ANY BUILDING C. O R CERnFICAYE OFAurNOnrrwnoNr9210RESPONSIBILiTYLITYANSI//TPI 1-1995TICULAR OFSTHEFBUILDING DESIGNER. PERSECTIONI 2.THE ACING O