HomeMy WebLinkAbout107 Calabria Springs Cove - BR03-001007 - SFH (A)PERMIT ADDRESS
CONTRACTOR
ADDRESS (j
I )
PHONE NUMBER l.` ^l - 21 ? r LW
PROPERTY OWNER
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR 4 l
MECHANICAL CONTRACTOR.
PLUMBING CONTRACTOR Jv- 4 k. .-
MISCELLANEOUS CONTRACTOR
19:1 ioadol"Tr-l"
MISCELLANEOUS CONTRACTOR
FEE
PERMIT NUMBER FEE
d
d
SUBDIVISION •_]=;,,--
PERMIT # C_ DATE " C) Lam{
PERMIT DESCRIPTION -- . F
PERMIT VALUATION,
SQUARE FOOTAGE )
CERTIFICATE OF OCCUPANCY / COMPLETION
This is to certify that the building located at
107 CALABRIA SPRINGS COVE for
which permit 03-00001007 has heretofore been issued on 2/06/03
has been completed according to plans and specifications filed in the
office of the Buildi g Official prior to the issuance of said building
permit, to wit as 4,w S;&,FC,-k%lj QPn;1&rj-0_ complies with all the
building, plumbing, elect al, zoning and subdivision regulations
ordinances of the City of Sanford and with the provisions of these
regulations.
STAFF APPROVAL Subdivision Regulations Apply: Yes No
DATE APPROVAL
BUILDING=
Finaled
ZONING:
Inspected.
UTILITIES.
Water
Lines In
Meter
Set
Reclaimed
Water
ENGINEERING:
Drainage 9 P.so'n
Maintenance
Bond
PUBLIC WORKS:
Street
Name
Signs
Storm
Sewer
Street
Work
DESCRIPTION
WATER -SEWER IMPACT FEES
01-APPLCTN FEE -ELECTRIC
01-APPLCTN FEE -BUILDING
01-APPLCTN FEE -MECHANIC
01-APPLCTN FEE -PLUMBING
02-ENGNG DEVLPMT FEES
01-FIRE IMPACT - RESIDENT
01-LIBRARY IMPACT FEE
01-OPEN SPACE
FIRE:
Inspected
Sewer
Lines In
Sewer
Tap
Street
Paved
Street
Lights
Driveway
FEES PAID
DATE APPROVAL
DATE AMOUNT
2/21/03 10.00
2/06/03 10.00
3/11/03 10.00
2/14/03 10.00
2/06/03 10.00
2/06/03 59.27
2/06/03 54.00
2/06/03 279.61
PAGE: 2
CERTIFICATE OF OCCUPANCY / COMPLETION
This is to certify that the building located at
107 CALABRIA SPRINGS COVE for
which permit 03-00001007 has heretofore been issued on 2/06/03
has been completed according to plans and specifications filed in the
office of the Building Official prior to the issuance of said building
permit, to wit as complies with all the
building, plumbing, electrical, zoning and subdivision regulations
ordinances of the City of Sanford and with the provisions of these
regulations.
STAFF APPROVAL Subdivision Regulations Apply: Yes No
01-POLICE IMPACT - RESID
01-RADON GAS TAX FEE
01-ROAD IMPACT FEES
01-RECOVERY FD/CERT. PGM.
01-SCHOOL IMPACT FEE
WD IMPACT:SINGLE FAMILY
SD IMPACT:SINGLE FAMILY
2/06/03
2/06/03
2/06/03
2/06/03
2/06/03
2/06/03
2/06/03
91.93
12.50
847.00
12.50
1384.00
650.00
1700.00
Eea 22.r 'CY7`. flyl lC)R OWNER)
BUILDING OFFICIAL PATIS
it Fema Rec'd
Slab Rec'd
Inspector App'd
s
REQUEST FOR FINAL INSPECTION
CERTIFICATE OF OCCUPANCY EA" ` I
SINGLE FAMILY RESIDENCE""'
r„DvQ
is , DATE ' - C yr
Ij
PERMIT # C-)3
ADDRESS i •Q
SUBDIVISION
CONTRACTOR' I t 7xQ-i
v
The Building Division has received a request for a final. inspection and a
Certificate of Occupancy for the above refer.'enced address. We would appreciate
a final inspection of the site by your department. Approval by your department
would result in a granting a C.O. for the address. If you have any issues that the
contractor will need to address, please subr'nit a statement for denial 'of C.O. or a
conditional agreement to be attached to the!'C.O.
Thank you for your cooperation.
i9
Engineering
Public Works
Utilities
it
Conditions: (to be completed only it approval is conditional)
P
li
iEa
i
4!
r €i
r
iI ,
Fema Rec'd
Slab R,ec'd
Inspector Appld
REQUEST FOR FINAL INSPECTION
1,
CERTIFICATE OF OCCUPANCY
SINGLE FAMILY RESIDENCE`...
DATE'
PERMIT #
ADDRESS \Ori Q3 can n i
e ,Q
SUBDIVISION...
CONTRACTOR
The Building Division has received -a request for a final. inspection and a
Certificate of Occupancy for the above referenced address. We would appreciateafinalinspectionofthesitebyyourdepartment. Approval by your department
would result in a granting a C.O. for the address. If you have any issues that thecontractorwillneedtoaddress, please submit a statement for denial of C.O. or aconditionalagreementtobeattachedtotheC.O.
is
Thank you for your cooperation. I'
h
Engineering
3
Public Works
Utilities
Conditions: (to be completed only if approval is conditional u
t
Fema Rec'd
Slab Rec'd
Inspector App'd
REQUEST FOR FINAL INSPECTION
CERTIFICATE OF OCCUPANCY
SINGLE FAMILY RESIDENCE"""'
DATE
PERMIT # C)'> - `OQ
ADDRESS
1 •00FWIT,! ...:......
The Building Division has received a request for a final inspection and a
Certificate of Occupancy for the above referenced address. We would appreciate
a final inspection of the site by your department. Approval by your department
would result in a granting a C.O. for the address. If you have any issues that the
contractor will need to address, please submit a statement for denial of C.O. or a
conditional agreement to be attached to the C.O.
Thank you for your cooperation.
Engineering o r
Public Works
Utilities
Conditions: (to be completed only if approval is conditional)
Herx & Associates Inc.
769 Douglas Avenue
Altamonte Springs, Florida 32714
407.788.8808 - 407.788.8762 (fax)
May 8, 2003
City of Sanford Building Division
P.O. Box 1788
Sanford, Florida 32772-1788
RE: Lot 34 Calabria Cove 107 Calabria Springs Cove
To Whom It May Concern,
The finished floor elevation of the structure located at:
107 Calabria Springs Cove, Sanford, Florida
Legal Description:
Lot 34, "Calabria Cove", according to the Plat thereof, as recorded in Plat Book 60
At pages 8 through 10, 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,
He Associates Inc.
illiam A. Herx, PLS
Associate Vice President
WAH/dd
FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077NATIONALFLOODINSURANCEPROGRAMExpiresDecember31, 2005
ELEVATION CERTIFICATE
Important: Read the instKucdons on pages 1- 7.
SECTION A - PROPERTY OWNER INFORMATION For Insurarim Conpany Use:
BUILDING OWNER'S NAME Policy Number
BEAZER HOMES, INC.
BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number
107 CALABRIA SPRINGS COVE
CITY STATE ZIP CODE
SANFORD FL 32771
PROPERTY DESCRIPTION (Lot and Block Numbers, Tau Parcel Number, Legal Description, etc.)
LOT 34, "CALABRIA COVE " PLAT BOOK 60, PAGES 8-10, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, d necessary.)
Residential
LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type):
W or ##.#####°) NAD 1927 0 NAD 1983 USGS Quad Map ® Other. PLAT
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
Bl. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2 COUNTY NAME B3. STATE
CITY OFSANFORD / 120294 1 SEMINOLE I Florida
B4. MAP AND PANEL 87. FIRM PANEL 89. BASE FLOOD ELEVATION(S)
NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTNEIREVISED DATE BS. FLOOD ZONE(S) lateAO, usedepth ofWing) 12117CO E 04/17)95 4-17-95 X 47.0
Bi u. cnmcate the source or the tease t-Km Elevation (13FE) data or base flood depth entered in B9.
FIS Profile ER FIRM Community Detemvned Other (Describe):
B11. Indicate the elevation datum used for the BFE in 139: ® NGVD 1929 NAVD 1988 Other (Describe):
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction
A new Elevation Certificatewill be required when construction of the building is complete.
C2. 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.)
C3. Elevations -Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARAAE, AR/A1-A30, ARIAH, ARIAO
Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. Ifthe datum is different from the datum used for the BFE in
Section B, convert thedatum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of
Section Dor Section G, as appropriate, to document thedatum conversion.
Datum BFE ConversioNComments
Elevator reference marts used ONSITE TBM Does the elevation reference mark used appear on the FIRM? Yes ® No
o a) Top of bottom floor (including basement or enclosure) 54.0. ft.(m)
o b) Top of nerd higher floor NA. _ft.(m)
o c) Bottom of lowest horizontal structural member (V zones only) NA. _ft.(m)
ci d) Attached garage (top of slab) 53.7.
o e) Lowest elevation of machinery and/or equipment
servicing the building (Describe in a Comments area) 53.4. ft.(m)
o f) Lowest adacent (finished) grade (LAG) 53.4 ..,ft.(m)
o g) Highest adacent (finished) grade (HAG) 53.4. tt(m)
o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA
o I) Total area of all permanent openings (food vents) in C3.h NA sq. in. (sq. cm)
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
MAY 0 8 2003
Wiliam A Hens, PLS
Florida Registered Land Surveyor No.3182
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information.
1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available.
I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code Section 1001.
CERTIFIERS NAME LICENSE NUMBER
William A. Herx PLS 003182
TITLE COMPANY NAME
Registered Land Surveyor Herx & Associates Inc.
ADDRESS CITY STATE ZIP CODE
769 Douglas Avende^ _ I Altamonte Springs Florida 32714
TURE / /,l / W , . . / I, 111j, l DATE
05-08-2003 407.788.8808
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 Insuranoe Company Use:
BUILDING STREETADDRESS (Induding Apt, Unit Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number
107 CALABRIA SPRINGS COVE
CITE' STATE ZJP CODE Company NAIC NumberSANFORDFL32T71
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.
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. Ifthe Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F,
Section C must be completed.
El. Building Diagram Number _(Select the building cagram most similar to the building forwhich this certificate is being completed — see pages 6 and 7. Ifno 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$ with openings (see page 7), the next higher floor or elevated floor (elevation b) ofthe building is _ ft.(m) _in.(an) above the highest adjacent
grade. Complete items C3.h and C3.i on front ofform.
E4. The top of the platform of machinery and/or equipment servicing the bulking is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use
natural grade, if available).
E5. For Zone AO only: Ifnoflood depth number is available, is the top d>fthe bottom floor elevated in accordance with the oommunWs floodplain management ordinance?
Yes No Unknown. The local Acial must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner orowner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued orcommunity -
issued BFE) orZone AO must sign here. The st emerrts in Sec ions A, B, C, and E are correct to the best ofmy knowledge.
PROPERTY OWNER'S OR OWNERS 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 akrtated by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation
Certificate. Complete the applicatble item(s) and sign below.
G1. The information in Section C was taken from otherdocumentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized bystate
or local law to cerffy elevation information. (Indicate the source and date of the elevation data in the Comments area below.)
G2. A community official completed Seddon E for a building located in Zone A (without a FEMA-issued or community4ssued BFE) or Zone AO.
G3. The following information (Items G4-G9) is provided for community floodplain management purposes.
G7. This permit has been issued for. New Constn coon Substantial Improvement
G8. Elevation of as -built lowest floor (including basement) of the building is: — _ft.(m) Datum:
G9. BFE or (in Zone AO) depth offloodinging at the building site is: — _ ft.(m) Datum:
LOCAL OFFICIAL'S NAME TITLE
COMMUNITY NAME
SIGNATURE
COMMENTS
TELEPHONE
DATE
Check here if attachments
FEMA Form 81-31, January 2003 Replaces all previous editions
Herx & Associates Inc.
L a n d S 0 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
LINE BEARING DISTANCE
L 1 N 89°40'49-W 60.00'
L 2 S 89'45'58-E 60.00'
KAYWOOD REPLAT
PLAT BOOK 30, PAGES 27 d 28 6' VINYL FENCEo.s L2 ro.4'
SET 5' 0/S
LOT 34
B' GRADING
9.126 SO. FT.
10
Z
ro v O
o
o
o
10.
ya LANAI o 14. 0'
n
a 6.J 15.0' 2 NLOT35m 7. m Rl
o
m n MODEL FP-61NELEV. -B 6 D'
m W/ OPT. BAY WINDOW
m ONE STORY RESIDENCE
ti v l
FIN. FL. ELEV.:54.0
N ryut p
C)
0 a.o
to. 12.0"O
20.0'
0
M
M
165. 37 ' 3. 0=4
0 1.3'
0
in
0
0
SET 5' 0/S
O
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rrn fin c11rrn-Zi'n
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LOT 33
CITY OF SANFORD
ADDRESS: 107 CALABRIA SPRINGS COVE
SETBACKS:
Front 25' Rear 45'
Side 7.5 ' Corner 25'
FS. 1/2' I.R.
LB 5736
1.3'
REFERENCED BEARING A
P.C.P. CIL CALABRIA SPRINGS COVE N 89°40'49W 954.46' P.C.P.
50 ' R/W) TRACT F
PRIVATE ROAD, d UTILITY EASEMENT
LEGAL DESCRIPTION: Lot 34 . - CALABRIA COVE -
accordbg to the plot thereof as recorded in Plat Book 60 . Note: Bearings shown hereon ore referenced to the CIL
at Pages 8 - 16 of the Pubic Records of Seminole County. Florida. of CALABRIA SPRNGS COVE as being N 89°40'49-W.
Vertical datum is based on NGVD per EngineeringFLOODHAZARDDATA: The Parcel shown hereon ies within Flood Zone W. construction plans by Burkett Engineering. Inc. occordnq to the Federal Emergent A.1a"ment Agency. Letter of Mcp Project No. 9709-3 1RevisionLOW) Case N.Pber 96-04- 1 2'9 P. Dated March 8. 19 9 6.
General Notes: 1 , 7r D 1. This is a BOUNDARY Survey performed in the field on 7
2. No aerial, surface or subsurface utility installations, underground improvements or
subsurface/aerial 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, andRights -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 X' Iron rod with yellow plastic cap marked LB4937 or LS3182, or
iron rod wYII red plastic cap marked 'Witness Comer', unless otherwise noted.
O Denotes P.C.P. (Permanent control point)
Denotes Permanent Reference Monument
Legend
0 Temporary Benchmark O/S Offset
assumed datum) O.R.B. Official Records Book
BOW Back or sidewalk PB Plat Book
CIL Centerline PC Point of Curvature
A Central or (Delta) Angle PCC. Point of Compound Curvature
CALC Calculated P.C.P. Permanent Control Point
co ChordBearing Page
CD Chord P. Permanent Reference Monument
M. lA Monument R4. Property Line
EEL or ELEV Elevvatiationon P.O. B. Point of Beginning
FINAL EL. Elevation (Measured) P. 0. C. Point of Commencement
F Found P.I. Point of Intersection
Fin .Fl. Elev. Finished Floor Elevation PRC. Point of Reverse CurvaturepT1. P. Iron Pipe point of Tangency
R. bon Rod R Radius
LL Arc Length RAD Radial Line
L Licensed Business RES. Residence
Land Surveyor RA,V Right -of -Way
Mee Measured TBM Temporary Benchmark
N/D(N&D) Nail and Disk TYR Typical
N.R. Not Radial Fence symbol (see drawing) X—X- Fence symbol (see drawing)
CartU/cation: Not valid •vU'rout the signature and the original raised seal
of a Florida licensed Surveyor and Mapper Or u • n by: CM
This curve meets the requirements of the Florida inimum Technical Che e k ed by: DPSlanderCERTIFIEDTO. as nfained:'nChspFtr61G1i 6Flo Administrative Code. Prepared For: BEAZERMELVIN6MARJORIEN. OFFENDAHL d Job Nvaber: 01-005-02MELINDAL. OFENDAHL
PINNACLE FINANCIAL CORPORATION Scale : 1'- 30'
V /(/W's`0,r HOMEBUILDERS TITLE SERVICES. INC. Plol plan parforaed: 01-IJ-03
1hamA. Nerx,P.L.S.F1oddaRegiseredLandSurve rNo. 1182 LAWYERS TITLE INSURANCE CORPORATION Foun olio. Surrey: 02-25-03
Dares L. Priemienieckf, P.S. M. Registered Surveyor and Mapper No. 6030 Finol
Re v i ions 05-06-03on : William R. Herx, P. S. M. Registered Surveyor and Mapper No. 6092
Hens 6 Associates Inc., State ofFlorida LB 4937
1 ,
CITY OF SANFORD MECHANICAL PERMIT APPLICATION
Permit Number: +f Date:' ' 03
The undersigned hereby applies for a permit to install the following equipment:
Owner's Name:
Address of Job. T
Mechanical Contractor.
Residential Non -Residential
Nature of Work:
Job Valuation:
Application Fee:
TOTAL DUE:
By signing this application. I am stating
Mechanical Code.
nount
min c ipliagz6 w:itfi C:jK of Sanford
Applicant Signature
ST. CERT. LIC. # CACO 32443
State License Number
CITY OF SANFORD ELECTRICAL PERMIT APPLICATION
Permit Number: 03- /00 /'1IDate: 2- - 20 - 13 The
undersigned hereby i
LLapplies for
a,,permit to install the following electrical: Owner's
Name: LazeK T'U S Address of
Job: O l %- by r fly Electrical Contractor.
j E .'L'-t(C-- L <J xYl Residential: V
Non-Residenlial: By Signing
this application I am staling that I am in compliance with City of Sanford Electrical Code. Applicant's
Signature 0UO UF
0 Slate License
Number
CITY OF SANFORD PLUMBING PERMIT APPLICATION
Permit Number. LJ ^ Date: 13 )Q3
The undersigned hereby applies for a permit to install the following plumbing:
Owner's Name: Benz& B .w
Address of Job: (0-1
Plumbing Contractor:
Residential: I Non -Residential:
Number Amount
Addition, Alteration, Repair Residential & Non -Residential)
New Residential:
One Water Closet c7r
Additional Water Closet
Commercial: Minimum Permit Fee $25.00
Fixtures, Floor Drain, Trap
Sewer Piping
Water Piping
Gas Piping
Manufactured Building
Description of Work:
Application Fee: 10.00
TOTAL DUE:
By Signing this application I am stating that I am in compliance with City of Sanfo Plumbing Code.
p licant' Sign ure
State License Number
CITY OF SANFORD PERMIT APPLICATION •
e._j Date-.' •
Job Address: 1 O -A t'. a L a
Permit Type: V" BuildingElectrical - Mechanical Plumbing Fire Alarm/Sprinkler Description
of Work: S'F> nn , Additional
Information for Electrical & Plumbing Permits Electrical: _
Addition/Alteration _Change of Service Temporary Pole _New AMP Service (# of AMPS ) Plumbing/
Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/
Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy
Type: V Residential _Commercial _ Industrial Total Sq Ftg: !D, 5 oo Value of Work: $ 1 . n • Type
of Construction: SF C KQ Flood Zone: Number of Stories:_ Number of Dwelling Units: _ • Parcel
No.: (Attach Proof of Ownership & Legal Description) • Owner/
Address/Phone:jr azQmps r CIS 1 1f 1e i-rr r.e.• c, r
Y .
i.. star' r L_. 3 r11 boa - az> q 411 Contractor/
Address/Phone: Y'1p.Y c . &-L c,,k-y , :.\ irJ V J e ZA 3`
r 1!:)- V\cl'- 3-z91 State License Number: C , FAY. Contact
Person: 1'rn.1.r] r .Or Phone & Fax Number: q 9ys -18 4 a Title Holder (
If other than Owner): Address: >J
1 A Bonding Company:
KI 1 41*!!.. Address: Mortgage
Lender:_ ]
Address: Architect/
Engineer "-
sY r c.c. , ..L' Phone No.: 40 C C Address:7\-
D0 - 'R) ek \ `3 "A 1 „.Y,a,.. r D ,1 tiny„ F (. Fax No.: S Application
is
hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior
to the issuance of a permitand that all work will be performed to meet standards of all laws regulating construction in this
jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES,
BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S
AFFIDAVIT: I certify that all of the foregoinginformation is accurate and that all work will be done in compliance with all applicable
laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO
OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT. NOTICE: In
addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in
the public records of this county, and there may be additional permits required from other governmental entities such as water management
districts, state agencies, or federal agencies. Acceptance of
permit isverification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of /
Agent Date VD lc\ \
Pr' / ent'
s Name S' -State
of Florida Date RFt LARK
6/
27ros
wNa C
850099 Ply Mov
n I I other I.D. Owner/Agent
is lZipersonally Known to Me or Produced ID
APPLICATION APPROVED
BY:.' Signature of
on ctor/Agent Date Pr' kcto
Agent's Name Si ary-
State of Florida Date le D.
A.
CLARK 4y conim `,..
fd27i! 3 o. CC:
850J99 b Known
I1 other I.D. Contractor/Agent
is ersonally Known to Me or Produced ID
Date: Z
5,- 3 Special Conditions:
COUNTY OF SEI'llINOLE IMPACT
FEE STATEMENT ISSUED
BY CITY OF SANFORD STATEMENT
NUMBER 103-75343 BUILDING
PERMIT NUMBER. kPITY) SUBDIVISIONN
LAND
USE CATEGORY: 001 -`Single Family Detached House TYPE
USE: Residential WORK
DESCRIPTION: Single Family House: Detached - Construction FEE
BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE
DIST SCHEDULE DESC. UNIT OF UNITS ROADS
ARTERIALS
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 CO -
WIDE 0 STATEMENT /
REC-
IV.D BY:: PLEASE
PRINT NAME) dwl
unit $ 54,00 1 $ 54.00 dwl
unit $1,384.00 1 $ 1,384.00 AMOUNT
DUE $ 2,285.00 SIGNATURE: _
DATE:
NOTE
TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE
TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION:
1-COUNTY 3-CITY 2-
APPLICANT 4-COUNTY NOTE**
PERSONS
ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE
DUW: AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT,, PERSONS
ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,, TO
APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (
SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A
WRITTEN REQUEST WITHIN 45 CALENDAR DAYS ,. O THE RECEIVING SIGNATURE
DATE ABOVE, BUT NOT LATER THAN CERTIFI fE OF OCCUPANCY OR OCCUPANCY.`
THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE 1n
COUNTYLANDDEVELOPMENTCODE. COPIES OF THE RULES GOVERNING APPEALS MAY
BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: n* 1101
EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. y
u PAYMENT
SHOULD BE MADE TO: CITY OF SANFORD - BUILDING
DEPARTMENT 30O
NORTH PARK AVENUE SANFORD.
FL 32771 PAYMENT
SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE
STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT
QF THE NOTICE. THIS
STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** FAMILY
BUILDING PERMIT********************
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
LOT 35
165.37'
00
V;
Map of Survey
LINE BEARING
L I N 89° 40 ' 49 -W
L 2 S 89°45'58-E
KAYWOOD REPLAT
PLAT BOOK 30. PAGES 27 d 28
L2
10.
LOT 34
B GRADING
9.126 SO. FT.
ID
LANAI o 14.0
ro
15.0.
2. 8' 0.7'
MODEL FP-61
ELEV. B 6 0'
W/ OPT. BAY WINDOW
ONE STORY RESIDENCE
o FIN. FL. ELEV.:53.6
a.o 4o w T
0 65'0
I 0. 12.0"0 0
20.0' 0.0
0
M ( 0
M to
N
LI
ko
N
rrnn
nmv
Aoa
n I A
V
lrl
DISTANCE
60.00•
60.00'
LOT 33
CITY OF SANFORD
ADDRESS: 107 CALABRIA SPRINGS COVE
SETBACKS: SITE DATA
Front 25' Rear 45' MPERVIOUS 50. FT. . 32.7%
Side 75 ' Corner 25' LOT S0. FT.
IMPERVIOUS AREA -2.98550.FT.
REFERENCED BEARING
P C.P. CIL CALABRIA SPRINGS COVE N 89'40'49 W--T 954.46' - P.C.P.
50 ' R/W) TRACT F
PRIVATE ROAD. d UTILITY EASEMENT
LEGAL DESCRPTION.' Lot 34 . - CALABRIA COVE -
according to the plat thereof as recorded in Plot Book 60 . Note: Bearings shown hereon ore referenced to the C/L
of pages 8 - I b of the Pubic Records of Seminole County. Florida. of CALABRIA SPRNGS COVE as being N 89°40'49-W.
Vertical doturn is based on NGVD per EngineeringFLOODHAZARDDATA: The Parcel shown hereon 6es within Flood Zone W. construction plans by Burkett Engineering Inc. accor to the Federal Emergency Maio ement Agency. Letter of Map Project No. 9709-3 1RevisionLOAF) Case Number 96-04- 1 2'9 P. Doted March 8. 1 9 9 6.
AREAS:
DRIVEWAY: 4 16 SO. FT.
LEAD WALK: 45 SO. FT.
General Notes:
1. This is a BOUNDARY Survey performed in the field on Proposed
2. No aerial, surface or subsurface utility installations, underground improvements or
subsurface/aerial encroachments, if any, were located.
3. Building ties shown are to the exterior unfinished foundation surface or formboard.
4. Elevations shown hereon, 1f any, are assumed and were obtained from approved
Construction plans provided by the Client unless otherwise noted, and are shown
only to depict theproposed 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 ofthe
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.
e Denotes %' bran rod with yellow plastic cap marked LB4937 or LS3182, or
Iron rod with red plastic cap marked 'Witness Corner" unless otherwise noted.
O Denotes P.C.P. (Permanent control point)
0 Denotes Permanent Reference Monument
Codification: Not valid without the s/g nand Na original raised seal
of a Florida licensed Surveyor and ppa
iS surveymeets the roqulrom Ithe F e Minimum Technical
Ste s as oonfsinedln e r fG1 Florida Administrative s.
ih'1 Uft cLl
Darae L. Przemienlecki, P.S.M. Registered juryeyorand Mapper No. 6030KIIIiamR. Herx, P. S. M. Registered Surveyokffidd Mapper No. 6092
Herx 6 Associates Inc., Stof t of Florida LB 4937
Legend
Temporary Benchmark O/S Onset
assumed datum] O.R.B. Official Records Book
BOW Back of sidewalk PB Plat Book
C4. Centerline PC Point of Curvature
d Central or (Delta) Angle PCC. Point of Compound Curvature
CALL Calculated PCP. Permanent Control Point
CB
CD
Chord Bearing
Chord
PG.
P.R. M.
Page
Permanent Reference Monument
C. M. Concrete Monument P/L Property Line
EL. orELEV Elevation P.0.a. Point of Beginning
FINAL EL. Elevation (Measured) P.O. C. Pant of Commencement
FD. Found P.I. Point of Intersection
Fin.Fl. Elev. Finished Floor Elevation PRC. Point of Reverse Curvature
l.P. Iron Pipe PT Pant of Tangency
I R. Iron Rod R
RAO
Radius
Radial LineL
LB
Arc Length
Licensed Business RES. Residence
LS Land Surveyor RA'V Right -of -Way
Mee Measured TBM Temporary Benchmark
N/D(N&D)
N R.
Nail and Disk
Not Radial
TYP. Typical
Fence symbol (see drawing)
X—X- Fence symbol (see drewing)
Sketch of Lego/ Descrip ion
This is not a Survey
Droen by: CM
Checked by: DP
Prepared For: BEATER
Job Number: 01.005.02
Score : 1-- 30'
Plot pion performed: 01-13-03
Foundorion Survey:
FinoI Svrvey: Revitionr .
REV.
1
RDD R,/M-?:T'%a A :9 T!E PEAM
FRA"E A.- ---
2. tNTER;Ok EEARNS fRAM' YK:L
I L:MT *ELF AT y_S'- A:
A.L E.xTER CR rvti.LS ARE DE5,S - FOR 5!CAR RES.STANGE
2 A N ERMJR E%ARI G 2. FRAME HA,-L 5^'^5 b 'JNOj
2 A '%' ER;CR NON ,;.AD 5EARnL 2. FRAFE NA- STUD. 24, O.C. !L'NOl
NTERIOR ELE AT N DETAILS
G F /AT;ON No. OvER BEET NuMeER)
HEA)ER SC,HcDLULE
HEA cR NO. OESGQIvr!ON
17Ol5LE 2.12 ../ 12' FLITCH PLATE9RNALED +./ IOd 12' O.G. TVC ROe 57A66EREO
O015LE 2.10 l 1/2' FLITCH PLATE
NAILED »/ IOa 6 12' OL. TYC ROY6 5T.A56ERED
JOtBLE 2.e +J 12- FLITCM PLATE
HALED n+ IOa i 4" OC. TrtO ROM6 STA66ERED
DO eLe 2.6 +J 12. FLITCH PLATE
NAILED .J :Od s 12' OL. THO RONS 5TA66ERC'"D
FFZ{AST LINTEL rU -5 D!A BARS)
L - Hp..ETTEW SEE LINTS! SOWLLE -L0-L5'J
RECESSED MCA5T LINTEL YV g PIA. BAR($) M -tio. (LETTER' SEE LINTEL SuHEMiE 'GO-L5 )
WiNDOl I SCHEDULE
MASONRY GONSTRUGT!ON
GAL SIZE KWOhi 5+11E GALL SIZE H'WOM SSE
5 i2 14 1/e1.2b' 5N .5 3T'xSB 5/6'
5H 13 N i2-A3B 3B' 5H 24 3YA50 5 B'
SH !4 1/e'k5D 5-B" 51124 + 5 E 3Tc55 5/B'
5...:< . 5 H/B'.55 5/e' 5H 75 E 37-.63'
SH t5 I? Ub'Ab3' eM 2b E 37'02'
5~ Ib q UB'.72' SH 27 E 37'Aei'
ve-.54- 50 4B.2b 4B'.2b'
5e H2 2b ><2-.2b- BM 4B.36 48".363/b" 5H
I M. 25 :2".38 516" 5H 4660 46"X50 5/B' SM !
H4 b 2'.50 5/B' S+ 4eA55 E 4,B'.55 5/6' SH
H4 • 5 26 12'.55 5!B" 514 46A63 E 48'.63' 5H
1 H5 26 V2-.63' SH 4B.%7 E 41'.72' 5M !
H6 2b 12'.12' SO 46.414 E W A4- SH
H7 2b 12'.e4" SH 32 53 VB'.2b' 5H
50.26 50 121..2b' So 33 53 V8'x51, 5/5. 5H
30A3B 50 I2'A" 3/8- 50 34 E 135 VB'A50 51b' 5H
30.50 30 12'.50 5/1Y5H 34 • 5 E 53 W." 5!0' SM
30.55 30 17X55 5/B' 5H 55 E 53 /B'.63' 5H
30Ab3 E 30 V2".b3- 5H 36 E 53 i/B'A72' SH
3002 E 30 12"02' 5" 3T E 53 SH
30.84 E 50 1,7.B4' So.
NOTES:
E >
MDIGATES HMOY6 THAT MEET E5RE55 RECLIREeINETS I.
ALL N!N'DONROJSH OPEN!NG5 SMALL Be VERIFIED BT NINDON CONTRA,
TOR PRE TO CONSTRJGTtON. 2
5Je-CONTRACT0RS SHALL VERIFY ALL I'AN„^ON ROUGH
OPEN!NCI KITH GENERAL CONTRACTOR PRIOR TO COMMENCEMENT
OF rORK. NOMINA;.
CA.- SIZE - OOORS 51NBLE- DO.&E, AND 5LIDIN6 nOTH -
FEET -, IE16W - FEET X
3 A 6 NIDTH -
INGES INcrE5 L
ALL
tNTERIOR DOOR lEISH.TS b'-B- (LNO) 2.
ALL DOOR ROt:SHOPENINSS SMALL BE VERIFIED VT DOOR CONTRAG.
TOR PRI TO GONSTRJCT ION. 3. `
Xe-GONTRAC iOIZ5 5HALL VER FT ALL DOOR ROUGH
OPENING-,5 ATM GENERAL GONTRAGTOR PRIOR TO GOr+^^
cNGEr NT OF HDRY.. GENERA!
NOTES ALL
iN-ERiCR DIMff IONS ARE eA5ED FROM THE OUTER EO5E OF
THE FOJNDATON S_AS, 2.
ALL SOIL Lt0ER 5LAB AND FOOTINGS SHALL BE TREATED FOR TE>
V-7ITE5. FINAL EXTERIOR IREA-ENT O° WLDINB SMALL 5E IN AC.-
O AN'CEN TM THE FBC 2O0, EDITION SEGT'ON IBIb, 104 2b. A.
AF7 :14 2'. A PERMANENT S,5N OF THE TERMITE TREATMENT AND T4E
PROVIDER SMALL E@ POSIED. ALL
REiNFORGI1`6 STEEL LAPS STALL BE 40 BAR OWIET'ER MN 4
CG'WRL,EFOR SLAP AND FOOTER5 SHALL !Al- A MrN. COMPRE55'
v< STRE16TH OF 250C P5AT 2B DAYS 5. CO`
CRE- 15Rr%7. FOR LINTEL: ANO f L._ O CELLS PALL HAVE A MIS
CCtTRE5>IVE STRES5TH 3000 P5+ A 2e DA-!5 i:.TAR
S»A BE TYPE 5. 1. RZ
NF.JRGt46 .'. 5MALLBE MIN OF GRADE 40. 1 2= `.
4
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Permit Number:
Prepared By Amy Condon, BEAZER HOMES
and 215 N. Westmonte Drive
Return To: Altamonte Springs, FL 32714
NOTICE OF COMMENCEMENT.
State of Florida
County of Seminole
MARYANNE MORSE, CLERK OF CIRCUIT COURT
SEMINOLE COUNTY
BK 04683 P6 1177
CLERK'S # 2003015510
RECORDED 01/28/2003 01t29114 PM
RECORDING FEES 6.00
RECORDED BY L McKinley
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.
l . Description of property:
Lot Number L
Legal Description Calabria Cove, according to the plat thereof, as recorded in Plat Book
60 pages 8 - 10, of the public records of Seminole County, Florida.
Street Address 1 O' -1 C-,1n V,
T
2. General description of improvements:
New single family residence
3. Owner Information: Name Beazer Homes
Address q-1215 N. Westmonte Drive
Altamonte Springs, FL 32714
Tel. Number 407-339-4114
4. Fee Simple TitleHolder: N/A
5. Contractor: Name Marcus L. Watters, Jr.
Address 215 N. Westmonte Drive
Altamonte Springs, FL 32714
Tel. Number 407-339-4114
6. Surety: N/A
7. Lender: N/A
gARYANNF MOR SE
CLERK OF CIFtU'T CO iR'f
SEMI C U IPA
r r T cr nK
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 ofthe Lienor's Notice as provided
in713.13(1)(b), Florida Statutes. N.A.
10. Expiration date of notice of commencement: One year from the date of recording.
Date Signed: r ate o3 Signature of Owner's Agent, Amy Condone =x
Swo t a ubscribed before me this ale "1_aay of n• L .a 200313y Amy Condon, who is
pe on to me.
Sig Notary Seal:
fft D.-A. CMyCmNAKC N27/03Uo, cc 850099 rs^
311Y *wwn 1 I Other I.D.
LIMITED POWER OF ATTORNEY
DATE: 1-r-- _
r-()5
I HEREBY NAME AND APPOINT: ANGELO SANTIAGO and AMY CONDON
EACH AN AGENT OF: BEAZER HOMES
TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO
THE BUILDING DEPARTMENT OF: ` ; v. (Ackn•t r, n
FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED AT
LOT NUMBER: 1-3 q-
SUBDIVISION: __ l c7 cL j r ; o, S r , •_
ADDRESS: C 12ru-j,'. C'A).0
AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY
TO THIS APPOINTMENT.
MARCUS L. WATTERS, JR.
NAME OF CONTRACTOR.)
SIGNATURE OF CO CTOR.
STATE CERT. # CBC 053044
CONTRACTOR'S STATE REGISTRATION NUMBER.)
The foregoing instrument was acknowledged before me this :
DATE: 1 _ akh. n
BY: MARCUS L. WATTERS, JR.
Who is personally known to me and did not take an oath.
STATE OF FLORIDA
rrro CLARK
C11- E 7/03
NOTARY SEAL.
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of l
PARCEL DETAIL
Semd n0k Cawunt4 I4 I_
j
r"
i .. " I I 11 1!
A;rVicei 7Crep WOOD. FWGETRL C
94T ENtlolK. l+rrst M.
tianfard Ft.1SrI
dri?ib+.-7 {qh ti
2003 WORKING VALUE SUMMARY
Value Method: Market
GENERAL
Number of Buildings: 0
Parcel Id: 32-19-30-5LY-0400-0340 Tax District: S1-SANFORD
Depreciated Bldg Value: $0
Owner: BEAZER HOMES CORP Exemptions:
Depreciated EXFT Value: $0
Address: 215 N WESTMONTE DR Land Value (Market): $27,700
City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Land Value Ag: $0
Property Address: Just/Market Value: $27,700
Subdivision Name: CALABRIA COVE
Assessed Value (SOH): $27,700
Dor: 00-VACANT RESIDENTIAL
Exempt Value: $0
Taxable Value: $27,700
SALES 2002 VALUE SUMMARY
Deed Date Book Page Amount Vac/Imp 2002 Tax Bill Amount: $586
Find Comparable Sales within this Subdivision 2002 Taxable Value: $27,700
LAND LEGAL DESCRIPTION PLAT
Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 34 CALABRIA COVE PB 60 PGS 8 THRU 10
LOT 0 0 1.000 27,700.00 $27,700
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax
purposes.
http://www. scpafl.org/pls/web/re_web.seminote_county_title?PARCEL=3219305LY0000... 1 /26/2003
9
FORM 60OA-2001
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: VS225 _ Builder: BEAZER HOMES
Address: vvj C v 5- 'v` ' Clay, Permitting Office:
City, State:Permit Number:
Owner .t^-; e 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: 48.0 kBtu/hr
3. Number of units, if multi -family 1 _ SEER: 10.00 _
4. Number of Bedrooms 4 _ b. N/A
5. Is this a worst case? Yes
6. Conditioned floor area (ft') 1845 ft' c. N/A
7. Glass area & type
e
a. Clear - single pane 232.0 W _ 13. Heating systems
b. Clear - double pane 0.0 ft, _ a. Electric Heat Pump Cap: 48.0 kBtu/hr _
c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 7.20
d Tint/other SHGC - double pane 0.0 ft' b. N/A
8. Floor types
a. Slab -On -Grade Edge Insulation R=0.0, 199.0(p) ft _ c. N/A
b. N/A
c. N/A 14. Hot water systems
9. Wall types a. Electric Resistance Cap: 50.0 gallons
a. Concrete, Int Insul, Exterior R=3.0, 1256.0 ft' _ EF: 0.86
a
b. Frame, Wood, Adjacent R=11.0, 288.0 ft' _ b. N/A
c. N/A
d N/A c. Conservation credits
e. N/A HR-Heat recovery, Solar
10. Ceiling types DHP-Dedicated heat pump)
a. Under Attic R=30.0, 1828.0 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: Interior Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling,
b. NIA MZ-H-Multizone heating)
Glass/Floor Area: 0.13 Total as -built points: 27933 PASSTotalbasepoints: 28799
I hereby certify that the plans and specifications covered
by this calculation are in pliance w'th the Florida
Energy Code.
PREPARED BY: _,I _
DATE:
I hereby certify that this building, as designed, is in
compliance with the Florida Energy Code.
OWNER/AGENT: ____t.v_
DATE: --=-------
Review of the plans and
specifications covered by this
calculation indicates compliance
with the Florida Energy Code.
Before construction is completed
this building will be inspected for
compliance with Section 553.908
Florida Statutes.
BUILDING OFFICIAL:
DATE:
EnergyGauge® (Version: FLRCSB v3.2)
FORM 60OA-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
Is I ADDRESS: , , , PERMIT #:
BASE AS -BUILT
GLASS TYPES
18 X Conditioned X BSPM = Points Overhang
Floor Area Type/SC Omt Len Hgt Area X SPM X SOF Points
18 1845.0 25.78 8561.5 Single, Clear E 1.0 8.0 32.0 59.31 0.99 1875.4
Single, Clear S 1.0 6.0 16.0 44.66 0.94 674.5
Single, Clear W 8.0 7.5 23.0 53.47 0.53 649.9
Single, Clear SW 2.0 7.5 8.0 52.82 0.87 369.5
Single, Clear NW 11.0 7.5 8.0 37.74 0.59 178.7
Single, Clear W 8.0 5.0 14.0 53.47 0.45 339.2
Single, Clear W 8.0 12.8 40.0 53.47 0.67 1428.0
Single, Clear W 1.0 11.5 16.0 53.47 1.00 851.4
Single, Clear S 26.0 7.8 40.0 44.66 0.48 848.9
Single, Clear N 1.0 5.0 19.0 27.96 0.96 511.0
Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8
As -Built Total: 232.0 8162.5
WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points
Adjacent 288.0 0.70 201.6 Concrete, Int Insul, Exterior 3.0 1256.0 1.40 1758.4
Exterior 1256.0 1.90 2386.4 Frame, Wood, Adjacent 11.0 288.0 0.70 201.6
Base Total: 15".0 2588.0 As -Built Total: 1544.0 1960.0
DOOR TYPES Area X BSPM Points Type Area X SPM Points
Adjacent 18.0 1.60 28.8 Exterior Insulated 40.0 4.80 192.0
Exterior 40.0 4.80 192.0 Adjacent Insulated 18.0 1.60 28.8
Base Total: 58.0 220.8 As -Built Total: 58.0 220.8
CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points
Under Attic 1828.0• 2.13 3893.6 Under Attic 30.0 1828.0 2.13 X 1.00 3893.6
Bass Total: 1828.0 3893.6 As -Built Total: 1828.0 3893.6
FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points
Slab 199.0(p) 31.8 6328.2 Slab -On -Grade Edge Insulation 0.0 199.0(p 31.90 6348.1
Raised 0.0 0.00 0.0
Base Total: 6328.2 As -Built Total: 199.0 6348.1
INFILTRATION Area X BSPM Points Area X SPM Points
1845.0 14.31 26402.0 1845.0 14.31 26402.0
EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2
FORM 60OA-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
w ADDRESS: , , , PERMIT #:
v
BASE AS -BUILT
Summer Base Points: 35337.7 Summer As -Built Points: 34290.8
Total Summer X System = Cooling Total X Cap X Duct X System X Credit Cooling
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
DM x DSM x AHU)
34290.8 1.000 1.087 x 1.150 x 0.90) 0.341 0.950 12497.6
35337.7 0.4266 15075.1 34290.8 1.00 1.125 0.341 0.950 12497.6
EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge&FIaRES'2001 FIRCSB 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 1845.0 5.86 1946.1 Single, Clear E 1.0 8.0 32.0 9.96 1.01 320.6
Single, Clear S 1.0 6.0 16.0 7.73 1.01 124.7
Single, Clear W 8.0 7.5 23.0 10.74 1.09 268.9
Single, Clear SW 2.0 7.5 8.0 9.22 1.04 76.5
Single, Clear NW 11.0 7.5 8.0 12.23 0.99 96.9
Single, Clear W 8.0 5.0 14.0 10.74 1.10 166.1
Single, Clear W 8.0 12.8 40.0 10.74 1.06 454.8
Single, Clear W 1.0 11.5 16.0 10.74 1.00 171.8
Single, Clear S 26.0 7.8 40.0 7.73 2.29 708.4
Single, Clear N 1.0 5.0 19.0 12.32 1.00 233.5
Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7
As -Built Total: 232.0 2818.9
WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points
Adjacent 288.0 1.80 518.4 Concrete, Int Insul, Exterior 3.0 1256.0 3.80 4772.8
Exterior 1256.0 2.00 2512.0 Frame, Wood, Adjacent 11.0 288.0 1.80 518A
Base Total: 15".0 3030.4 As -Built Total: 15".0 5291.2
DOOR TYPES Area X BWPM Points Type Area X WPM Points
Adjacent 18.0 4.00 72.0 Exterior Insulated 40.0 5.10 204.0
Exterior 40.0 5.10 204.0 Adjacent Insulated 18.0 4.00 72.0
Base Total: 58.0 276.0 As -Built Total: 58.0 276.0
CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points
Under Attic 1828.0 0.64 1169.9 Under Attic 30.0 1828.0 0.64 X 1.00 1169.9
Base Total: 1828.0 1169.9 As -Built Total: 1828.0 1169.9
FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points
Slab 199.0(p) 1.9 378.1 Slab -On -Grade Edge Insulation 0.0 199.0(p 2.50 497.5
Raised 0.0 0.00 0.0
Base Total: 378.1 As -Built Total: 199.0 497.5
INFILTRATION Area X BWPM Points Area X WPM Points
1845.0 0.28 516.6 1845.0 -0.28 516.6
EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
s LADDRESS:
M
PERMIT #:
BASE AS -BUILT
Winter Base Points: 5527.7 Winter As -Built Points: 9536.9
Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
DM x DSM x AHU)
9536.9 1.000 1.078 x 1.160 x 0.92) 0.474 0.950 4940.8
5527.7 0.6274 3468.1 9536.9 1.00 1.150 0.474 0.950 4940.8
EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge@1FIaRES'2001 FLRCSB v3.2
A
FORM 60OA-2001
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
I ADDRESS: , , ,
T
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 66.0 0.86 4 1.00 2623.63 1.00 10494.5
As -Built Total: 10494.5
CODE COMPLIANCE STATUS
BASE AS -BUILT
Cooling + Heating +
Points Points
Hot Water
Points
Total
Points
Cooling
Points
Heating + Hot Water = Total
Points Points Points
15075 3468 10256 28799 12498 4941 10495 27933
EnergyGaugeTm DCA Form 60OA-2001
PASS I' EnergyGauge®/
FlaRESM01 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 regts 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 b all 'restd
COMPONENTS SECTION
ences.
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
efficient of 78%.
Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG,
Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically
attached, sealed, insulated, and installed in accordance with the criteria of Section 610.
Ducts in unconditioned attics: R-6 min. insulation.
HVAC Controls 1607.1 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.
EnergyGauge"" DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2
I
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 84.0
The higher the score, the more efficient the home.
1. New construction or existing New _ 12. Cooling systems
2. Single family or multi -family Single family _ a. Central Unit
3. Number of units, if multi -family 1 _
4. Number of Bedrooms 4 _ b. N/A
5. Is this a worst case? Yes _
6. Conditioned floor area (W) 1845 ftz c. N/A
7. Glass area & type
a. Clear - single pane 232.0 ftz _ 13, Heating systems
b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump
c. Tint/other SHGC - single pane 0.0 ftz _
d Tint/other SHGC - double pane 0.0 ftz b. N/A
8. Floor types
a. Slab -On -Grade Edge Insulation R=0.0, 199.0(p) ft _ c. N/A
b. N/A
c. N/A 14. Hot water systems
9. Wall types a. Electric Resistance
a. Concrete, Int lnsul, Exterior R=3.0, 1256.0 ft'
b. Frame, Wood, Adjacent R=11.0, 288.0 W _ b. N/A
c. N/A
d N/A c. Conservation credits
e. N/A HR-Heat recovery, Solar
10, Ceiling types DHP-Dedicated heat pump)
a. Under Attic R=30.0, 1828.0 ft' _ 15. HVAC credits
b. N/A CF-Ceiling fan, CV -Cross ventilation,
c. N/A HF-Whole house fan,
11. Ducts PT -Programmable Thermostat,
a. Sup: Unc. Ret: Unc. AH: Interior 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: Date:
Address of New Home: City/FL Zip:
4
Cap: 48.0 kBtu/hr _
SEER: 10.00
Cap: 48.0 kBtu/hr _
HSPF: 7.20
Cap: 66.0 gallons _
EF: 0.86
PT, _
NOTE: The home's estimated energyperformance score is only available through the FGAIRES computerprogram.
This is_aQ.t a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStarnfdesignation),
your home may qualifyfor energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating.
Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucfedufor
information and a list ofcertifed Raters. For information about Florida's Energy Efficiency Code For Building Construction,
contact the Department of Community Affairs at 8501487-1824.
EnergyGauge@ (Version: FLRCSB v3.2)
11
RIGHT-J LOAD AND EQUIPMENT SUMMARY
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: JESSUP VS-225
12-14-99
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
Proaect Information
For. BEMF FCK4M
Design Information
Weather. Orlando AP, F , US
Winter Design Conditions
Outside clb 38 °F
Inside rib 70 °F
Design TD 32 OF
Heating Summary
h" km 35744 Bkh
Verdation ar 0 cfm
Ventilation atr loss 0 Btuh
Design head bad 35744 Bluh
Infiltration
Mtelhod Simplified
F quality Ave a90
Area 8z
He14M 10
Volume (fts) 16859 16859
Air
Equiv. A F (rim)
Qestiour 225 00211
Heating Equipment Summary
Mahe BRYANT
Trade
Efficiency
Heeling in;xA
Heatingg output
ArisechalTea"ting fan
Heating air flow factor
Space #Mnoshat
72 HSPF
0 Bkh @ 47-F0
1600 cfm
0.045 dmBbuh
Summer Design Conditions
Outside db 93 F
Inside db 75 F
TD 1MDesiF
D* rangen
RelaM humdily 50
Moisture difference 43 grRb
Sensible Cooling Equipment Load Sizing
Structure 23703 Btuh
Ventilation 1485 Btuh
xe swing 3n F
Use Mfg. data
RaWswing 0.98
T 24684 Bb h
Latent Cooling Equipment Load Sizing
ktarnal gains 1380 Btuh
Ventilation 2212 Btuh
Infiltration 3314 Bkh
Trial latent equip. load 6906 Btuh
Total bad 31590 BkhWReq. at 0.700/6 SHR 2.9 ton
Cooling Equipment Summary
Wale BRYANT
Trade
Efficiency 1
Sensble cooling 32900 Bkb
Latent cools Q 14100 Bkh
Total gookq 41600Actualcoolingfan cffmm
Cooling air flaw factor 0.068 chVBtuh
Load sensble heat ratio 78 %
Boldiitalic values have been manually overridden
Pm t A certified by ACCA to meet al requirements of Manual J 7th Ed.
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E Tiles\Beazer 2002\VS 225\VS 225.rsr
2002-May-30 11:19:10
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t
RIGHT-J CALCULATION PROCEDURES A, B, C, D
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: JESSUP VS-225
12-14-99
109 COMMERCE STREET. LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
Procedure A - Winter Infiltration HTM Calculation*
1. Wirier nfiltration AVF
0.80 ach x 16859 M x 0.0167 = 225 cfm
2 Wrlter h2rBOOn bad
1.1 x225 cfm x 32 °F VV"wTD = 7912 Btuh
3. Wrier ing alion HTM
7912 Btuh / 290 fig Total window = 27.3 BtuhflF
and door area
Procedure B - Summer Infiltration HTM Calculation
1. Sumw infiltration AVF
0.40 ach x 16859 ff x 0.0167 = 112 cfm
2 SLpmrer it<ibation bad
1.1 x 112 cfm x 18 °F SummerTD = 2225 Buh
a Sumner i iftalb HTM
2225 Bhh / 290 ft2 Total window = 7.7 BtuhW
and door area
Procedure C - Latent Infiltration Gain
0.68 x43 gr/b moistdiff. x 112 cfm = 3314 Bh/h
eroceoure V - Equipment Sizing Loads
1. Serlsble sizing bad
Sensble verdation bad
1.1 x 75 cfm vent x 18 °F SlmnerTD = 1485 Bbh
Sensible bad for struc4ure (Line 19) + 23703 Btuh
Sun of ventilation and sbucture bads = 25188 Btuh
Ratirg and ternpenAre svwg mLhpker x 0.98
EguiPTwt s¢lrrg bad - se d* = 24684 Bb/h
2 Latent sizing bad
Latent veiib oon bad
0.68 x 75 cfm vent x 43 gr/lb moistd'rff. = 2212 Btuh
Inbemal loads = 230 Btuh x 6 people + 1380 Btuh
Infiltration bad from Procedure C + 3314 BW
Equonert si i1g bad - What = 6906 Btuh
Boldlitalic values have been manually overridden
Pri W certified by ACCA tb meet afi requrerneft of Manual J 7th Ed.
IMt wreghtsoft Right -Suite Residential- 5.5.06 RSR26013E:\Files\Beazer 2002\VS 225\VS 225.rsr
2002-May-30 11:19:10
Page 1
s
RIGHT-J WINDOW DATA
DEL AIR HEATING,AIR CONDITIONING,R Job: ,JESSUP VS-225
12-14-99
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
W S D W G L S S O N A S O O W C W S
N K I A L O T H V G N H V V H H N H
D Y R L A W R A H L G C R R G T A A
W L Z E M D G Z L O X Y T M R R
FOY
BR2/STUDY
a n nw a C n 0 d 1 1 90 1.0 1.0 3.0 5.0 39.4 32.0 0.0
BTH2
BR3
a n ne a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0
KIT
BRKFST
a n se a c n 0 d 1 1 90 1.0 8.0 2.5 5.0 47.4 23.0 23.0
a n e a c n 0 d 1 1 90 1.0 2.0 2.5 5.0 54.4 8.0 0.0
a n s a c n 0 d 1 1 90 1.0 11.0 2.5 5.0 30.4 8.0 8.0
GREAT RM/DIN
a n se a c n 0 n 1 1 90 1.0 8.0 2.0 3.0 76.4 14.0 14.0
b n se a c n 0 d 1 1 90 1.0 8.0 6.0 6.8 47A 40.0 40.0
MBR
a n se a c n 0 d 1 1 90 1.0 1.0 6.5 5.0 47.4 16.0 0.0
b n ne a C n 0 d 1 1 90 1.0 26.0 1.0 6.8 39.4 40.0 0.0
MBTH
a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 4.0 47.4 19.0 3.0
BR4
a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0
119; K?
wrightsoft Right -Suite Residential- 5.5.06 RSR26013 2002-May-30 11:19:10
ACCA E:\Files\Beazer 2002\VS 225\VS 225.rsr Page 1
UTIUHALL
ti, wroghtsoft Right -Suite Residential— 5.5.06 RSR26013 2002-May-30 11 19:10
A,C, E:\Files\Beazer 2002\VS 225\VS 225.rsr Page 2
QIGJiTd WORKSHEET0ttnbreouse
DEL AIR HEATING,AIR CONDMONING,R
109 COMMERCE STREET. LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
Job: JESSUP VS-225 12.14-99
rvr v r+i t nn m
1 Naredman Enke House FOY BROSiUDY BTH2
2 La*dvrer 199D ft 19D ft 31.0 ft 6.0ft 3rmndinlasim9.0 x 9.02 11.0 x 14.0 ft 11.0 x 6.04 4 CakWCaOption9.1 1healboal d 10.0 ftheelbool 8.0 ft tladlood 0 ft haftod TYPECF I
CSf HTM Area L®d(B n Area LcedVA" Area Load(Blf1) Area Wed(Bltd E)FOSUREND. Htg I Cig M) Hlg Clg fn Hlg Clg W) Htg I Clg Clg 5 Gross
a 141 4. 21 1 1 2Mi 48 b 12C
2 1. 0 padftarB d
0. 0 e 0.
0. 0 6 V*
donserd a 1C 371 0 glassdoors b
8C 371 p c•• Having c
9C a p d 0. 0 e 0.
0 f 0.
0 7 Vftward
North 21 1982 0 glacedoors NENW
39. 349 1261 0 C10*9
FJW 54. 435 0 SEGN 47.
2180 0 Souh 0.
0 p Horz a
0 c 0 8 Oherdoors
a 11A 1 12 755 510 510 0 b 11A
18 12 340 229 1 22J 0 c 0.
0.0 0 0 0 p 9 Net
a 14B 4. 21 Ulm 2586 124 21fi 48 zz e oeedb12C100eelsard
c 13C 3 1 907 337 105 0 patTials d
0. 0. 0 0 e 0.
0. 0 p f 0. 0. 0 p 10 Cebvs
16D 1.0. 18p4
3760
40166 81 137 180 154 261 66 11 14 b 0. 0 c 0.
0. 0 p d 0. 0. 0 p e 0.
0. 0 p f 0. 0. 0 p 11 Floors
a 22A 254 0. 5158 0 1 31 6 1 Note: roomb0. 01 0 p 0 Ic
d 0. 0. p for slab
a 0. 01 0 0 floors) f0. 01 0 0 0 12 hlibation
a Z7. 7.7 290 7912 Z225 so 1502 445 3q 8m m 0 13 SrbW
bsF6•8 +11+12 32496 41 40 Lessemrrelheskq Less
im
der 14 mdshxAon
p
1 32101104110° 15 Total
bee =13+14 4254 16 Int.
Win& Plaople @ 18pp 0 1800 0
17 SubbtRSHgain--7+8..+12+16 21548 1593 Lessedarm Less
tabor0Qx*V
rediAbAon 0 18 Dud
gain 1 2155 10' 15B 1(P/ 10° 19 TotalRSHgii=(17+18)-PLF 1.00 237031A0 15 1A0 1.0 2D AirrequiredON1l160011181Rr
tmi certified by ACCA to meet aU requmTtents of Manual J 7th Ed. t NOV"
Q stsoft Right -Suite Residential- 5.5.06 RSR26013 2002-May-30 11:19:10 AC& E:1Files\Beazer 20021VS 2251VS 225.rsr Page 1
IGJ IM WORKSHEET01mireouse
DEL AIR HEATING,AIR CONDITIONING,R
109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665
Job: JESSUP VS-225 12-14-99
mww z m ea
1 Namedrwm B173 KIT BRIq-W GREATRVVN2Lerghof1eedwd120ft120It20.02 15.0 R3
4
Rxmdnvmsim
Cer*W Cord000n
11D x 1204
0 fhe0
11.0 x 120 4
8.0 ftl
11.0 x 9.0 ft 15.0 x 24.088.0 0 hadbod 10A f1 haeNlod
AreaHt LadE)FOSLIFE Na Hlg Clg Hlg C19 OF) I9 Cig I CI9 OF)
Lmd"F)
H18 qg
5 Gnas a 14B 4,4 21
0
e 0. 0. 0f0. 0. 0
6 bleard a 1C 37 if591 1441 14 51
0d0. 0
e 0. 0f0
7 VNrdwsard North 21 0 31 54 1gkmdoorsNEMW3B6300C0*9 ENV 54 0 0SEON4700South0. 0 0Horz0.1 0 0
8 Otherdwrs a 11A 18. 12 p 0b11A18. 12 0 0c0. 0. 0 0
9 Net a 14B 4. 21 369 165 198 121 96 1eqosedb12C21. 0 0wardc13C100parliorsd0. 0. 0 0
e o. a o 0i0. 0, 0 0
10 Ceirigs a 16D 1. 1 224 294 1 z94 1 38D 611b0. 0. 0 0
c 0. 0. 0 0d0. 0. 0 0 Ie0. 0. 0 0f0. 0. 0 0
11 Floors a ZA 25 0.11 311 0 12 311 51 15 3FNNola: room b 0. 0. 0 0
m d
0.
0
W. 0 0
0iurseao. o. o 0lbors) f 0. o. 0 0
12 kiitrabon a 27. T7 1 437 123 106q 29951 1473 41
13 SutAMbsp6+fl+11+12 1931 977 37 4971Lessea3, healing
14
red b
1 1 1 10190 49115Totaliom =13+14 2125 1075 41
16 M dais: People @ 300"" 0 c"" 5 1
17 Subbt RSH q*F7+8 +12+16
1200 02 1
1692 1
0
0
Low k ixdo 0
9 redsbbrtion 0 J4118Dudgain112116910' 184 10° 19 ToWRSHgaiF(17+18)'PLF 1.OD 1333 1.OD 1861 1A0 1A02) Airregried (di""" 90 1 1 1 241
P(inbout certified by ACCA bD meet al mWw ements of Manual J 7th Ed
A wrrrghtsoft Right -Suite Residential- 5.5.06 RSR26013 2002-May-30 11:19.10E:\Files\Beazer 2002\VS 225\VS 225.rsr Page 2
2IG"reMouse
WORKSHEET01ntre
DEL AIR HEATING,AIR CONDITIONING,R
109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665
Job: JESSUP VS-225 12-14-99
mw .c m to
1 Narnedm= NW b6TH BRA BTH32Lerc> hde -;;dvW 37A ft 16.04 25.0 ft 0.0 It3Randinsab13Ax16.04 13D x 1&0 It 13.0 x 13.0 It 15.0 x &0 ft4CeitgsCurdOpion10.0 1haeNood 10.0 It hs 0-- -, 10.0 NhaeMmd 0 ft herlbod
TYPECF CST HTM Area Laad(B1t>) Area Umd(Blfa Wes Loed(BW Ales laad(BYh) E)QOSLIIE Na Hig CIg iF) Hill Clg R) Hlg a9 n H19 Clg fF) H4 09
5 loss a 14B 4 21 1(X).... 0
walsad c 13C 3A1 15D 0
parliorls d 04 0. 0
e 0. 0. 0
f aq a 0
6 td,"ard a 1c 37. It581 5B1 0
gla.doors b 8C 37. I'm 0
d 0. 0
e 0. 0
f 0. 0
7 WFdamard North 21 0 61 4 0
glassdmm NEW 39. 1576 0 0
Cooing ENV A 0 0 0
SEW 47. 755 759 1 0
Solh0. 0 0 Horz0. 0 0 0 8
Oriadmm a 11A 18 12 0 0 b
11A 1& 12 0 0 c
0. 0. 0 0 9
No a 14B 4. 21 314 1447 647 141 290 1 0 elp®
ed b 12C 2 1. 0 0 VK*
ard c 13C 1 0 150 4 1 0 patitions
d 0. 0. 0 0 e
0. 0. 0 0 f0. 0. 0 0 10
Ceays a 16D 1. 3Si 463 463 16E3 90 1 b0. 0. 0 0 c
0. 0. 0 0 d
0. 0. 0 0 e
0. 0. 0 f
0. 0. 0 0 11
Floors a 22A 25. 0. 999 0 1 41 0 Nolaroomb0. 0. 0 0 a
0: 0 ad0 for
slab a 0. 0. 0 0 I -) f 0. 0. 0 0 12
Infiltration a 27. 7J 15W 430 19 51 146 1 1q 0 0 13
SrtkW bss=6+8 +11+12 635G 1 53Lessefrrrelhe*V 1
1 10 14Dtbss2641 15ToWbss =13+14 31 168••» 16
Mgeiw NO*Q 1 300 0 0 0•••• 0 1
0 17SUMRSHc7arF7+&Appl,+
12++
1200
16
4174 1719 1551 ax Lew !
a do0 Cooing
redstitbttion 0 18
Ducigain 101A 417 107 172 11YA 1 10 19
Total RSH pkr-(17+18)'PLF 1.00 4591 1.001891 IIX) I 1.0020
Air recttied (ctn) 313 310 1 128 139 11 1 Pa -
MLA certified by ACCA to meet al requremeft of MarWJ 7th Ed. wrr
92002-May-30 11:19:10 tsoft Right -Suite Residential- 5.5.06 RSR26013 A` E:
lFiles\Beazer 2002\VS 225\VS 225.rsr Page 3
PnGt"T4 ORKSHEET
dtre Ze
DEL AIR HEATING,AIR CONDITIONING,R
109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (4071 831-2665
Job: JESSUP VS-225 12-14-99
MW VIY L. Mtn
1 NwodKvn UTL WLL
2 Unghdvael 0 e 3
Fborndlsob 1&0 x 7.044
O*W Ow& Opim 0 fttaaltml TYPECF
CST MM Anew Loedt" A. A. Area B430GLAE
Na Hlg I a9 M Hig C19 H1B p9 HJ Ck9 i9 p9 5
Grass a 14B 4. 21 Fb
12C 1. webard
c 13C 1 perllarts
d a 0. e
0. a f
0. 0. 6
Ib* sarcr a 1C 37 glawdoors
b 8C 37 HWM
c 9C 3& c d
0. e
0. f
0. 7
VMndwaard North 21. 0 glassdoors
NEWW 3a. 0 Codng
ENV 54. 0 SEGN
47. 0 Soth
0. 0 Horz
0. 0- 8
ORrerdoors a 11A 18 12 0 b
11A 1 12 0 c
0. 0. 0 9
Nd a 14B 4. 21 0 eP
d b 12C 1. 0 va&
ard c 13C 3 1 151 56 perlfb
d 0. 0. 0 e
0. 0. 0 f
0. 0. c 0 10
Cekgs a 16D 1. 178 234 b
0. 0. 0 c
0. 0. 0 d
0. 0 0 e
0. 0. 0 f
0. 0. 0 11
Flom a 22A 0. 156 0 Nola:
roan b 0. 0. c 0 d
0. 0. 0 forslab
a 0. 0 0 floors)
f 0. 0.c 0 12
hmalb a 27. 7.79 0 0 13
Subk3tai bsF6+a.+11+12 4% Lesseximreltaft
Law
kEedo redsttbu6on
15
ToW bss =13+14 533 16
IM gain: Peo* @ 3M"" 0 8+
1+12+161 17
Slbbt R5H geiF7 am 00
LessliardoCooingredstrrbution
0 18 Duct
gain 10' 89 u 19 Total
RSH gai1=(17+18)-PLF 1.OD 979 2D Airregliired
on) 66 Pr ftA
certifiedby ACCA to meet a9 requimmeft of Manual J 7th Ed. wragl tsoFt
Right -Suite Residential- 5.5.06 RSR26013 2002•May-30 11:19:10 lligp` E:\Files\Beazer 2002\VS 225\VS 225.rsr Page 4
3.0 ton ./5N. e24(hfphh 18.
13 pl.n plotforn
by bldr
scot. •1/8'=110' Mutt
have a rinlnun Clearancp of 4 Inches around the *jr handler the State 3'
both duCt to
roof cop fan
3'
both duct to .
of C.p fon
42.
42 ./C Slab
by bldr nln
z' floe ..It AM
duct has an r=6 Ylsulotlon value. Z
I } I N -I
m
O
Z
O
UJ .. .. >
0Z 0 LL JQFmFJ
O =) Q C MCL _
W 0 C
MULLION
ANCHOR
BRACKET
WINDOW
FRAME SILL
TYPJ .
WINDOW
FRAME HEAD
TYP.)
INSTALLATION
ANCHOR
TYP.)
8 SELF TAPPING
SMS (TYPJ MULLION
ANCHOR
BRACKET
SEE NOTES —
2 & #3
D d
MULLION
DIIEE NO, 1447
Ur AC d RER NAME:
DIE
MULLIONON 1447Nc/RAL.-AL urli um
TER FILE # 6
SECTION B-B
0
DWG NO: GEN-0453
D
D
INSTALLATION
v ANCHOR
TYP.)
a '
D
a
I SUBSTRATE
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.
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
TITLE, FIN HORIZONAL MULLION INSTALLATION DETAIL
ALUMINUM TUBE MULLION, DIE NO. 1447
EXTERIOR ELEVATION Ef AREA, _--- ORw BB APRVD+---- DATE=3 i 1 i0 2
i a' VT/FT- - - - - SCALE, NATL= - - - - DWG NO=
HALF GEN-oa53
e,pOLVAREO OTti pMMXT 7ECNNMOGT COW. 250 INTERNATIONAL PKWY_ NEATHROW. FLORIDA 327.6 FfQ4 407-805-0%5 FAI 407-M-0366
4"
GENERAL ALUMINUM CORP.
HORIZONTAL MULLION DESIGN LOAD CAPACITIES
EXTRUDED ALUMINUM TUBE MULLION #1447
WHEN USED FOR MULLING TRANSOM
G tl
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 "r 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 APPUCA7ION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-0365 / FAX 407 805-0366
CA020040
12,Jan-2002
01-1201
1,E A TI!Nr
EX 7E R:CP J
BY OT,[PS
PEP'-;'TEP CAULK
E,
rLA;%.GE TYPE
v:NZO, FRAME
HEA-rp,
rL-ICC TYPE -
PEp!,Er.-p CAUL!
BY OT.---QS
EXTERIOR FINISH
BY OTHERS 41 .4 CrI
CAULK BETWEEN WINDOW
FLANGE & WOOD SUCK
CONCRETE QQ
MASCNRY OPENING
By OTHERS
CAULK 3ET,EEN WOOD BUCK. t. J
NASGNQY OPENING BY OTHERS
LrT N
Him AS RED s
INSTALLATION A^,C: Ck
ss sc-E*J
CLA?I,.W :TIP
SEE kc,.,-"
S IC <
HEivH
SHIM AS REO D
SEE NrT7S)
CNE BY vCC2"
BUCK BY
OTHERS
j/4' MAX •
HIM ;;'ACE
1-114' KIN
EMBEDMENT r
INSTALLATICN ANCKP.
3/16' DIA TAPCON
14' NAX
kA AS R--', D -7 ESCl!
S". S'V ST.4C. TC 3E d1z
EZIA ALUMINIAl 63E3
3i USE LATEX HH(Nr, WfNCCh r,4,N'—: A- IEAJ 5 -L
SE A -EX CAUL, 'OR E..:METLR SEAL AROUN-2 El
CF WINCrjk FLA.jL,
5' GLASS TH -KnESS kl-' VAP\ PER ',HE
IZTSASTmEtGLASS -
PPE," -,-PE CAPAC!" OF llICC'J 6 INSTz,LaT!:1I J`
L:-t7EC 7C 4-j-, Z+,
Diz TAPCON 71P VISTA ' L4TJO., @ MuSr
CIE1.7 E , EE '.14E Y TCCF -'IF.-;L - TO =P.0,13r- ;N !-:/"
IN7C SUaST,ATE VE !NSTA' LATiCt, SCREWS ? E4:j AND -4.3sMUSTBEOFSL;F--;Z!Ei,7 --,'4GT. TO —:-fEvE 1-1,8" 4!"
M31DMENT INTO FR;m;NG 3/16' DIA TAP -ON AM - I-CR-,
8 INYT.,-i - ATION SCRZvS TO BE PLACED I,- MAx FROM I C,;z;,::ZS
H & 24' 0: AX 8, TVEE.1,
91 SUILD DCJlj AROUND CURVED PGP'ljCN rE W;-IDCV TRAM_. -,DBEENC!'4 Eln S' OTHERS BUILD COaN jd7' -; -F
SUFFj:![,'l S 7 ZE %,' rH TO ADEDj47ELY TRAI v -
W:NOCIJ 70 TH; STRUC TLQE.
9 ELEVATIONS S,L,;W COMMON CONE IR AT10% 1S -127
INTENDED T'-. LI:-I USE OF I' THIS TO THE'E TvQ
THIS SHEET APPLIES TC ALL C-u%JPATIC14S THAT
CA.'F BE MANUFACTURED FPCM THE DESIGP,
EP F!AE l '-4'YDC4 FRAMING SY-,TEm F
i FV Jlll,"),^,] VIEWED
FROM EXTERIOR fl
A,
PF I 0
E TYPE
PS'A',' 4T:-N 3'
Piz AEG', N,
Z71"
c tE
FLAN:
C S-
E4TH!Nf, ExTEP:
1P SETJCEN J
PERM —TER CAULK FiNi 1V 2,
OTHERS OTHERS SEF
T ION 2 I
kZN'lltAL FLORIDA O.A.F. __j
ACTURER
NAME--.',V ; N DGW D T — U=
X&SFILE vt4v't'---
D FROM EXTERIOR I-It—
tU 5Y RRCCUCF fEC-(;tZ;C;l CCQP. 1150 LOSIAN,I, AvE, SUITE 6 WINTER PARK, FLORiCA 32769 P-01C 107 622-6334 FAx 4G7 622-6335
CAULK BETWEEN-
vOC; BUCK b
MASCNRY OPENING
BY C7,r RJ
CAULK BETWEEN VINDGW —
FLANGE b VGOD 3UC<
CONCRETE OR
NASCNRY CPEK;NC
BY OTHERS
EXTERIOR FINISH -
BY OTHERS
PERIMETER CAULK
BY OTHERS
FLANGE TYPE -
WINDOW FRAME
HEADER
WINDOW EXTERIOR
HEIGHT
FLANGE TYPE -
WINDOW FRAME
SILL
PERIMETER CAULK
BY OTHERS
a
EXTERIOR FINISH
BY OTHERS
CAULK BETWEEN WINDOW
FLANGE b WOOD BUCK
CONCRETE OR /
MASONRY OPENING
BY OTHERS
CAULK BETWEEN WOOD BUCK b
MASONRY OPENING BY OTHERS
CNE BY WOGD
BUC. 3r CT HER;
I.NSTALLATIGN ANCHOR
3/i6' DiA TAPCCN
SN'N UASFED :
S-E NOTET)
I-1/4' MIN
C EMaEDMENT
I/4' MAX.
SHIM SPACE
BUCK
HEIGHT
SHIM AS REO'D
SEE NOTES)
ONE BY WOOD
BUCK BY
OTHERS
1/4' MAX
SHIM SPREE
1-1/4' MIN.
EMBEDMENT
INSTALLATION ANCHOR
3/16' DIA. TAPCON
NOTES
1) SHIM AS REDO A' EACH INSTALLATION ANCHOR USING LOAD EEARMG SHIM. MAX.
AlLOWASLE SHIM STACK TO eE 1/4
2) W)NDOW FRAME MATERIAL. ALUMINUM ALLOY 6063,
3) USE LATEX CAULK eEHINO WINDOW FLANGE AT HEAD. SILL & JAMSS.
4) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE.
5) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E13O0 GLASS CHARTS.
6' DESIGN PRESSURE CAPACITY OF WINDCW b INSTALLATION IS LIMITED To 400 FSF.
7) FOR INSTALLATION OF FLANGE FRAME WINDOWS IN CONCRETE OR MASCNRY OPENING, USE
3/16DIA. TAPCON TYPE ANCHORS G, SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4' EMBEDMENT
INTO SUBSTRATE PLACE ANCHORS 6' MAX FROM CORNERS b 24' G.C. MAX BETWEEN.
e)
BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS BUILD
DOWN MUST BE OF SUFFICIENT STRENGTH TO ADECUATELY TRANSFER LOAD FROM WINDOW
TO THE STRUCTURE 5:
ELEVATIONS SHOW COMMON CONFIGURATIONS IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT
TO THESE TWO CONFIGURATIONS THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT
CAN BE MANUFACTURED FROM THE i450i1550 SERIES DESIGNER FIXED WINDOW FRAMING
SYSTEM. CENT'
RAiF L OREDA B.O.A.F. MANUFACTURER
Nam: R .
4-/ . 4/ I1 H1__LY-J l2_ MASTER -
FII.IE # 2 WINDOW
WIDTH ELEVATION
VIEWED
FROM EXTER,!OR Ow
wir HT
HE BUCK
WIDTH 1/4' MAX. SHIM
SPACE v SHIM
AS REO'D —\ 1-1/4' MIN SEE
NOTES) \ EMBEDMENT FLANGE
TYPES ` CAULK BETWEEN WINDCW
FRAM WOOD SUCK b JAMB
MAj'Y OPENING d
BY OTHERS e
GLAZING(
iYP U INSTALLATION ANCHOR SEE
NOIES) 4 3/16' DIA. TAPCCN FINE
Br WOOD PERIMETER
CAULK4 BUCK BY OTHERS BY
OTHERS EXTERIOR
FINISH CAULK BETWEEN BY
OTHERS WINDOW FLANGE WOOD
BUCK WINDOW
WIDIN CONCRETE OR MASONRY
OPENING SECTION
2 BY OTHERS WINDOW
WIDTH ELEVATION
VIEWED
FROM EXTERIOR SECTION
i
M 1 AM 1—
PRODUCT CONTROL NOTICE OF ACCEPTANCE
PC,T Industries
I070 Tcelmology Drive
Nokomis ,FL 3427a
MIAtMI-DADS COUNTY. FLORID,%
Ian:rRo-nADi: r'LAGi,l:R BUILDING
BUILDING CODE: CO.NWLIANCE OFF ICF:
A11i1'ItO-1)i\I)I's FLA(iLEi1t Iltltt.DING
140 \ UNT FLAG1.11t 1'rRli1:1'.1111'1'Ii 1603
MIAtMI. FLORIDA 33130-1563
305) 375-2901 FAX (305) 375-2908
ON RAVIVIt LK-'EVSING tilx-ru)x
30i) 373.2527 FAX (30S) 37S-2icg
Y).\'1'RAVI'0I4 1)1\'Itilh\
305) 375-2966 FAX ()Oil 375.29nr
PRODIVII CONTROL DIVISION
Your application for Notice of Acceptance (NOA) of: (
305) 37i-21N12 F.\X (JI S) 372.6339
1 "x Sid. Wall - Aluminum Tubc Clipped Mullions
under Chapter 8 ofthe Code of Miami -Dade County governing the use ol'Alternatc; Materials and Typcs 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 alter the expiration date stated below. BCCO reserves the right to secure this
product or material nt any tinic from a Jobsite or manul Icturer's plant for quality control testing. If this
product or material fails to perform in Elie approved manner, BCCO may revoke, modify, or suspend theuseofsuchproductormaterialimmediately. BCCO reserves the right to revoke this approval, if it is
determined by 13CCO that this product or material fails to meet (lie requirements of the South FloridaBuildingCode.
The expclisc of such testing Will be incurred by file ninnufacturer.
ACCEPTANCE•. NO.: 00-0912.05
rNPIRCS: 06/2,9/2006 Raul Rodriguez
Chief Product Control Division
THIS IS THE COMIS11! F.T, SE- , ADDITI0,V,1I P,1GFS FOIE SPF IFICANI) GENERAL
CONDITIONS
RUILDTNG CODT? & PRODUCT RFViI'W COMj-*IITTFF
This application for Product Approval has been reviewed by the BCCO and approved by the BuildingCodeandProductRevicWCommitteetobeusedinMiami -Dade County, Florida under the conditions setForthabove.
APPROVED: 06/29/2001
90-It- 4-"
Francisco J. Quintana, R.A.
Director
Miami -Dade: County
Building Code Compliance: Oflrcc
t04SCOOI\pc2000\\templatea\nottce acceptance cover pate.dot
Imentct mail address: pnstntaslcrPimildittacodconlinc.coIII z Ilunecpagc: http•//www.twiltlingcoticunlinaeom
Z
I'GT Industries ACCEPTANCE. No.: 00-0912.Oi
APPROVED JUN 2 8 2001
I:xl'IIzE'S JUN •2 8 2006
NOTICE. OF r\CC1:1''I':\\'CE:: SPECIFIC CONDITIONS
1. SCOPE
1.1 This approves a clipped mullion system, as described in Section 2 of this Notice of Acceptance,
designed to comply with the SOuth Florida Building Code (SFBC), 1994 Edition for Mianti-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 I"x Standard Wall - Aluminuni 'Tube Clipped Mullion and its components shall be
constructed in strict compliancc with the following documents: Drawing No 6620, Sheets I through5of5, titled "I" Sid. Wall Mullion Arrangement Detail", prepared by manufacturer, dated 4/28/00,
signed and scaled by Robert L. Clark, P.E., 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. Thcsc documents shall hereinafter be referred to as the approved
drawings.
3. LIMITATIONS
3.1 This approval applies to clipped structural mullions to be installed vertically or horizontally, asshownintheapproveddrawings.
3.2 For Design Pressure Rating vs. Mullion Length and Opcning Width, for either lx2x.125 (2 anchors)
mullion or 1 x4x.125 (4 anchors) mullion, sec corresponding table in approved drawings.
3.3 Window sizes and design pressures are to be limited only to those appearing on charts referenced
above and also listed in the individual window's Notice of Acceptance.
4. INSTALLA'TION
4.1 The clipped mullion system and its contponcnts shall be installed in strict compliance with the
approved drawings.
4.2 This mullion cnn be installed as part of an impact resistant unit.
5. LABELING
5A Each unit shall bear a permanent label with the manufacturer's name or logo, city, state andfollowingstatement: "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 Acccptance, with mullion option indicated.
6.1.2 The Notice of Acceptance of cash door and/or fixed lite attached to mullion.
6.1.3 Duplicate copies of ttie approved drawings, as identified in Section 2 of this Notice of
Acceptance, clearly marked to show the contponcnts selected for the proposed installation. 6.1.4 Any other documents rcquircd by the Building Oflicial or the South Florid; Building Code
SFBC) in order to properly evaluate the installs n of t tis system
rviatitiq Pcrez, P.E. Product Co Examiner
Produ ontrol Division
PC'1' Industries ACCEPTANCE. No.: 00-0912.05
APPROv1:1) JUN 2 8 2001
I:x1)1RLS JUN 2 8 LD06
NOTICE 01' ACCi:PTANCI:: S'1'ANI)ARI) CON1)i'1'IONS
1. Renewal of this Acccptancc (approval) shall be considered after a renewal application has been filed
and the original submitted docunlentation, including test supporting data, engineering documents,
are no older than eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's nanle, city,
state, and the following statement: "Miami -Dade County Product Control Approved", or as
specifically stated in the specific conditions of this Acccptancc.
3. Renewals of Acccptancc 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 Acccptancc holder has not complied with all the requirements of this acceptance,
including the correct installation of the product.
d. The cnginccr 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 Acccptancc, unless prior written approval has been
requested (through the filing ofa revision application with appropriate fcc) and granted by this
office.
5. Any of the following shall also be grounds for removal of this Acccptancc:
a. Unsatisfactory performance of this product or process.
b. Misuse of this Acccptancc as an endorsement of any product, for sales, advertising or any
other purposes.
6. The Notice of Acccptancc number preceded by (lie words Miami -Dade County, Florida, and
followed by the expiration date nlay be displayed in advertising literature. If any portion of the
Notice of Acccptancc 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,
sliall 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 cnginccr needs not reseal the copies.
8. Failure to comply with any section of this Acccptancc shall be cause for termination and removal of
Acccptancc.
This Notice of Acccptancc consists of pasts 1, 2 and this last page 3.
END OF THIS ACC1:1"T kNCE.
Mane - Per z, P.L., Product Co ttt5f xamincr
Produ o,ltrol Division
ANCHORS:
TYPE. 6, TrP.
T' OR "0" MULUON
BOTH ENO$\
H CL421wCPRODUCT GLAIWG
PROOUCr
W1-'-W2-U
w I
W w1 w2
2) WINDOWS MI/l.l. O TOGETHER
FOR DETERMINING VAX ALLOWABLE
DESIGN PRESSURE SEE TABLES
ON PAGE 5 OF 5
MAX OPENING = W OR W 1 +W2
MULL LENGTH = H
ANCHORS:
npus
T' OR a.
w—".
CLANGBOMENDSPROOUCr H2
fTrP.
H MX.LLON
HLLcw^r
PRODUCTPROOw
NOrEs'
1. FOR ANCHORAGE TYPE. OUANTITY AND LOCATION
REFER TO SHEETS 2. 3 AND 5
H - HI+H2
1) WINDOW MULLED
W/ONE ABOVE
FOR DETERMINING MAX ALLOWABLE
DESIGN PRESSURE SEE TABLES
ON PAGE 5 OF 5
MAX OPENING = H OR Hi+H2
MULL LENGTH = W
2. WINDOWS MAY BE MULLED TOGETHER. TO A MAX. OF 5 UNITS
J. MULLIONS ARE APPROVED FOR IMPACT & NON —IMPACT
4.REFERENCE TEST REPORT FTL-2902. 2903 AND 2975
ANCHORS: CLUNG
TYPE. b' PRODUCT
C. OR 'a'
BOTH ENDS . .-.
1
CLAINC CLVING
P.,PRODUCT
WI---F---W2
W
w . WL+w2
H HIM2
2) WINDOWS MULLED
W/ONE ABOVE
FOR DETERMINING MAX ALLOWABLE
DESIGN PRESSURE SEE TABLES
ON PAGE 5 OF 5
M 1) MAX OPENING - H OR H I +H2
MULL LENGTH = W OR WI+W2
M2) MAX OPENING = W OR W I +W2
MULL LENGTH = Hl
I w 1
ANCHORS:
i1PE.lT .
T' ORBOMENDS .
H
T' P.J.P.
INDUSTRIES ARRANG
3/
r
rw:
Robert L Click,
v . STD'
P.E.039712 1070 1CCNNOLOGr oeti[ P.O. BOX 1329
C1.....w..1 NOXONS; n 34275 NOKOUX n J4274
I
N1
1
I-wl— w2—I—wJ—Iw
W . wt"w2.w.1
11 + HI H2
MULTIPLE WINDOWS MULLED
WIONE ABOVE
FOR DETERMINING MAX ALLOWABLE
DESIGN PRESSURE SEE TABLES
ON PACE 5 OF 5
MJ) UiX OPENING = H OR H1 +H2
MULL LENGTH = W OR WI+W2tWJ
M4) MAX OPENING = W l +W2 OR W2+WJ
MULL LENGTH = HI
CLUNGPROOUCF
N-—_,(uJ
nP.
YUL110N y1
CL42NC C(A7W NG "G
PROOLC! PROOUCI PROOI/CI
APPILOVEO A$ CCMKVW of
so= FLOMMVADIK
PROOItOIfT moM$IDN C
BLMIlMMLi CODE CO UANCE OifC
A=PUNCE MO. QQ' ! 4 1L .D.
AIL
WALL MULLION
sNTSc.p:
1
an..7
5
a..:y R..
MULLS M 6620
I. 11 YUILAN
1
I' PULL
2" OR •'—1P.0
p r.N, fu.L
SAGC(RCD LW
YIALKAr crw
cut rLAm:(s Orr Of
NIN. orvas/a slots
So AS Aor To
Y L cLW f0 fORY A I I wlr]Iri7RC WITH
l"-CL+w/fi+owN 4(TYP LAcN onom)
AS
I i 112 S.Y.S (199/)
ALL FAfiCN(RSINCfsTIKo(nr tou(rr
APPROKO, SQ Wrf /I
PG7
FOR I' PULL
TYPICAL A4ULL10N TO AILJLL10N INSTALLATION —1 A'
vcI 1, YLaLAN
r_rI• 2* OR s--1r
r] r.N LYL
STACCCIfv ON
OPPOSnr SAES
SO AS WE 10
L.d GCR OIMR)
2j (ny) sfr Nairp
OLCK I Il (lypG
I
I) wow SCREY (11J/1
LWI. IS Pfmcnunm WTOi} YIN. POW RICK ALL FASTENERS
um ar OLOC cowry
I APPROL'EO. SEC NOR /1
TYPICAL MULLION TO STRUCTURE WITH
WOOD RUCK TYPE 'R
vm
1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIREDSEESHEET5. FOR ANCHOR LOCATIONS SEE SHEET 3.
QUANTITY OF ANCHORS FOR,MULL-TO-CLIP IS THE SAME
AS THE QUANTITY OF ANCHORS FROM CLIP -TO -OPENING. 2. REFERENCE TEST REPORT FTL-1902, 2903 ANO 2975
I IMPORTANT•
QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIALREPRESENTATIONONLY. FOR CORRECT QUANTITY OF
ANCHORS PLEASE REFER TO CHARTS AND FIND THE
iCORRECT MULL SIZE AND PRESSURE REO'D FOR YOURSPECIFICAPPLICATION.
P.C.T. 1. 1,(&LAN
I 2' OR 4'—{
aoo BL)ca
J) lava) To STACC[R(O ON
CP+CRCIE 1 (SO NOTYIN. SRF
wowL (so As NTO ro1
EKN OM(R) 28 (
rrp) ® SCE Norr I N.
A rArtw (2461) AN.
If PEN[TRAWN MO 1 .." ' I:1W/K •. ` CG+cR[7r ON CLOCK II • ..! .•
Srlk C"f All rASRWCRS Km
of o-DC cOLwrYP*06to. SEC "Orr 1 77 P/•
AL MUll10N 70 TR i T iR_FWITH WOdO BUCK
REMOVED FROM CONC.TYPE P.
O.T. 1. uUUA N Ilona
BUCK1-
2' OR I'—1 I..............
2 (
Irrp
F 14
YIN. i
TYPICAL
MUL I_ ION TO STRUCTURF wl ylWOOD
RUCK AND CONC TYPE "A" Ir
r.N i. Y.s_ STAC
0" ON OPPOSITE
swli so
AS Nor TO onjuTor
WIN GUI
ORICR) SEE
Norr if Yw.
4' UPLUN (r(f/) 11:
11 PCNCTR4710H wr0 CONCRETE
OR !LOCK snxcnWC.
ALL FAfrTNCRS uusr
of nwE Cowry LPPRokfo.
SIT NOrr /1 APPROVEOASCOYPlrnar'..'
NTIQ SOOTIL
FLORIDA CUIOIN DAM
BY
PWX61
pulam OINSION Il/
lWK CODE CaIAYLNCE Off CI ACCEPTANCE
NO OD- 0 91 z_o P.
J.P. 1 '*;12a/00 INDUSTRIES
a.
K.rPI(Ne CLIP &
INSTALLATION DETAIL 1—
RobeTtLQ
rkt, .E 1 " STD. WALL MULLION P.
E.839712 rorO Trcmaaoer vmt P.O. Box Is" s.
ILu/uPwC xw: se..( wo..q N.. NGKOfin
01 34275 NOKOWSA FL .I4274 MULLS NTS 2 r S 6620
IMPORTANT
OUANTITY OF
ANCHORS SHOWN
ARE FOR A PICTORIAL
REPRESENTATION
ONLY. FOR CORRECT
OUANTITY OF
ANCHORS PLEASE
REFER TO CHARTS
AND FIND THE
CORRECT MULL SIZE
AND PRESSURE
REO'O FOR YOUR
SPECIFIC
APPLICATION.
CLIP LENGTH CHART
FOR I x MULL
MULL SIZE
I x 2 x
I x 4 x
I
8 MIN. FROM
ENDS (TYP)
4AX
I" MULL CLIP
TWO (2) ANCHOR LOCATIONS
EXTRUSION OWO / 1099
I4
MAX.
8 MIN.
I " MULL CLIP
FOUR (4) ANCHOR LOCATIONS
EXTRUSION OWc / 1099
218
4 MIN. FROM
END (TYP)
I ", MULL CLIP W/TABS REMOVED
TWO 21 ANCHOR LOCATIONS
EXTRUSION OWc / 1099
MIN. FROM
END (TYP)
0—•5--
A'—1
MULL CLIP W/TABS REMOVED
FOUR (4) ANCHOR LOCATIONS
EXTRUSION OWc / 1099
A'
4-
NOTE: RL/
J. REFERENCE TEST REPORT FTL-29OZ2903 AND 2975 if
INDUSTRIES
1070 l[r71NOlOA' MV4
NOW&K AFLJ4271
P.J.P. a1il/?B/00
1., MULLION CLIP ANCHOR
Tak:
I" STD. WALL MULLION'
RD. BOX 1729 S"~
N09064, FL3427, Alutts NTS 3 w 5
APPROVED AS COMPLI IM i
SDUTR "foft i1 1'(.QQE
DATE` ,,,uu ( G (''J
6t Jy Al-r}.ti
PRO%Yf01TTROl DNISM (
atA OW. CODE COM"ACE 00
TION
1 x2x.125 _ OPENING WIDTH IN INCHES
2 Anchors 1 50 60 70 ! 80 90 100 1101 120 130 16(
O
42
48
50.625
129 1 115 107 104 103 1 103 1 103 103 1 103 103
83 _ 73 _ 67 63
70 61 55 52
61 61 1 61 61 1 61 61
50 49 49 49 49 49
w 54 57 49 44 I 41 39 38 38 38 38 38
Z
Z
60I
631
66
72
76
a1_ 35_I_31 I 29
35 30 • 27 24
27 26 25
22 21
25 i 25
20 I 20
25
2023
30_ 26
23 ! 20
23 1 21 19 18 18 17 I 17 17
17L 16 1 -
2017
w 78
84
18 15
15-
1 --
1441
1 x4x.125
4 Anchors 50 60 70
OPENING
80
WIDTH IN INCHES
90 100 110 1 120 i 130 160
42' 170 1 170 170 170 170 170 i 170 170 170 170O
W
i
48'
50.625
54
60
63
170
170
170
170
170
1 170
170 170 I 170 170 170 170 170
170_ 170_
162170 .
i 170 r
158 157 170
170 170 170 '
170 170 1 17- 170
170 1 157 i 143 157
157 157 134
1 127 124 122 122 122 170
160 141 ' 128 119 1 112 1 108 106 106 106 66
72
170
145 I 127 115 106 1 100 1 96 1 93 92 92 142
120 I 105 95 87 81 1 77 74 72 71 L76120102908117416965636159J
78 1-84, Ill
94 83 74 68 63E14 0 57 55 53 88
75 65 1 59 53 1 49 6 44 42 40 90
72 60 53 1 47 43 1 39 1 37 35 1 33 31 Z-
96 108
59
50 43 i 38 35 32 1 30 28 27 24 41
35 1 30 1 27 24 1 22 1 20 19 18 16 111
38 3 28 1 24 22 1 20 1 19 17 16 1441
17 Vertical
Mull Mull
Length
i
Opening
Width
Horizontal
Mull Opel
ingWidth
IkII —
J Mull
Length—
t Multiple
Mulled Units Mull
Length
j
I
Opening
Width
NOTES.
1.
MAXIMUM ALLOWABLE PRESSURE 1N PSF. P.J.P. i128/00 2.
DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER
ONLY TWO ADJACENT UNITS AT A TIME. SEE L`f/`/ tn
ousTRres auywm
PRESSURE
CHARTS rl
SHEETJ.
REFERENCE TEST REPORT FTL —2902 2903 AND 2975 1.
Robert
L Cluk, PE STD. WALL MULLION P.
E.. 139712 Structural
wo
lroocLwr ow Awak
n 3427s P.
O. Bar 1529 MWO"
Ft l427.0 sa4c
Nee t MULLS
Sce4:
NTS
eeu
5 -,
5 AVPN0r
OASCOMPIY H1 SournFifir
18 oftaE er
v
ROI mwsos KRONG
CODE COMPLL4 KE OFF arrrosurc —
00 - O 91t . 6620
34
2
14
1 x STD.' WALL MULLS
MAT'L: 6063-T6
N TE.
1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975
1
4I 8 (TYP)
P.J.P.
0. N4/28/00
INDUSTRIES PROFILES
RobestL k, E I" STD. WALL MULLION
P.E#34112 to7o iCcavaocr cai P.O. ow 1529scwcStructuralNaKOMMnJ4275XoKcaln3427411MULLSNTS 4 r S
0FWW0 AS C &Wtr
MM raEEFVI: G 6 1
er
vwoqjseam otonnsia,
ka,Wa CODE cowtL%4a
ACCE"ANCE NO 00 -0912
5620
M.
ANCHOR
INSTALLATION MULLION
ANCHOR
MULLION(
TYP.) BRACKET
ANCHOR
BRACKET — CENTRAL FLOR A R.0.
MANUFACTURM NAM
WINDOW
FRAME JAMB
TYP.)
MULLION
DIE NO. 1445
SECTION A —A
1IM
n
LJ
EXTERIOR ELEVATION
DWG NO: GEN-0452
sA It
MULLION
DIE NO. 1445
C •
v
INSTALLATION
mom•....
R FILE #
8 SELF TAPPING
G
a °
SMS (TYP.) c---------------
SUBSTRATE
SECTION B— B
ANCHOR
TYP.)
i
SEE NOTES
a ° ##2 & ##3
a o
1- 7 /8"---I
NOTES:
l) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO.
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 IS TYP. AT HEAD & SILL.
GENERAL ALUMINUM CORP.
CARROLLTON, TEXAS
TlILE: FIN VERTICAL MULLION INSTALLATION DETAIL
ALUMINUM TUBE MULLION, DIE NO. 1445
AREA: _ _ _ _ DRN: JS AFNW:.- - - - DATE: 3/1 7/02
WT/fT: - - - - SCALE: MAIL: - - - - DWG Na
HALF cEN-oast
m. T nn.urw tvv CCRP 250 INTERNATIONAL PKWY. HEwTMRO*. FLORIDA 32746 PHONE 407-505-OS65 FAX 107-805-0366
GENERAL ALUMINUM CORP.
HORIZONTAL MULLION DESIGN LOAD CAPACITIES
EXTRUDED ALUMINUM TUBE MULLION 01445
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 6 APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-0365 / FAX 407 805-0366
CA020039
12-Jan-2002
01-1201
t. ' 1,
GENERAL ALUMINUM CORPORATION
HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION DIE #1445
44 f"
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 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 d APPUCATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-0365 / FAX 407 80.64)366
CA020122
FEB.19, 2002
02-0217
GENERAL ALUMINUM CORPORATION
HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION DIE #1"5
kA Itt
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
30.000 331 262 241 219 203 203
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 APPUCATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-0365 / FAX 407 805MM
CA020123
FEB. 19, 2002
02-0217
DwG NO:
8 SELF TAPPING
StviS (TYP.)
IVULuON
DIE NO, 1446
SECTION A -A
P
MUL_FUN
ANCHOR
BRACKET INSTALLATION
ANCHOR
TYP.)
W!NDOW
FPAVE DAME
TYP.)
MULLION
ANCHOR
BRACKET
a
v 4
a
0
SUBSTRATE
V JLLION
D;= N0. 14,5
INSTALLATION
ANCHOR
TYP.)
v , v
v ; ° SEE NOTES
2 & #3
a
V - -
1 - 7 /8'.
SECTION B-B
MANUFACTURER NAME. - EXTERIOR ELEVATION
NOTES:
ASTER FILE # 5-
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.
2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" CARROLLTON, TEXAS
DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEvE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DE TAI'•_
EMBEDMENT INTO CONCRETE OR MASONRY, ALUMINUM TUBE MULLION, DIE NO. 1446
3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10
SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MiN. EMBEDMENT IN-'(,, WOOD AREA: - - - - ORN: US AaRw: __-- oAtE:3/1,..
FRAMING. WT/FT: SCALE: MATL' DWC NO:
HALF ----
PREVAWO 9T. PROWLI ItI.M JVIWi l'J. [T/ n _ -••v .•. ....
GA- 4
GENERAL ALUMINUM CORPORATION FLANGE
VERTICAL MULLION DESIGN LOAD CAPACITY CHART VERTICAL
ALUMINUM MULLION, DIE #1446 S.H. SIZES
WDW. WTH. >
WDW. HGT. V
19.125 26.500 30.500 37.000 48.000 53.125
26.000 758 705 705 705 705 705
38.375 293 243 229 220 219 219
50.625 138 109 101 91 85 85
54.625 108 85 78 70 63 62
55.625 102 80 73 65 59 58
63.000 69 53 48 43 37 36
72.000 45 34 31 27 23 22
CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNGAND 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
CA020035SUITE250
HEATHROW, FLORIDA 32746 JAN. 11, 02
PHONE 407 805-0365 / FAX 407 805-0366 Ot-1201
y
O'/ '0,7-L
GENERAL ALUMINUM CORPORATION
VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION, DIE #1446
4 A- q.
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
60.0001 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 & APPUCATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-0365 / FAX 407 805-0366
CA020036
JAN.11,02
01-1201
yy
611-- Zip
1'A'+; N0: J— 04;-;0
MULL!I
ANCHt
B%A,CK
WINDOW
FRAME JAMB
I YP. )
STALLATION
4CHOR
YP. )
S SELF TAPPING
SMS (TYP.)
viu! uujN
DIE NO. 1448
SECTION A- A
MULLION
ANCHOR
BRACKET
0
v Q
a
0
SUBSTRATE
V1 1LL10N
DIE N0. 1448
I I li`dSTALLATION
ANCHOR
TYP.)
SEE NOTES
2
a o
v
7/&L- I
A A SECTION B-B
B -- MANUFACTURER NEXTERIORELEVATION
NOTES:5: MASTER FILE yL
1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO.
1448, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE NIINDOWS 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 DETA_
EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO, 1448
3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10
AREA: ORN: S APRVO' - - - - GATE: 3/ i / _ Q
SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD ----
FRAMING. WT/FT: - - - - SCALE: MATL: - - - - DWG NO:
HALF Gtr.-C--_o
PREPAPEO 6r. PRODUCT TECkNOIOCr CORP. 250 INTERNA71CNAL PKw. . rEATNROW. FLORIOA 3:74c ?"ONE 407-605-0365 FAX
GENERAL ALUMINUM CORPORATION
VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION, DIE #1448
A ;t
FIN
VERTICAL
S.H. SIZES
WDW. WTH. >
WOW. HGT. V
18.000 24.000 30.000 36.000 48.000 53.125
36.00011 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 407 805-03651 FAX 407 805-0 W
CA020037
JAN.11, 02
01-1201
GENERAL ALUMINUM CORPORATION
VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION, DIE #1448
Q &t.,
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 d APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-0365 / FAX 407 805-0366
CA020038
JAN. 11, 02
01-1201
SEC JOB No. .
BOWEN ENGINEERING'
CORPORATION ESW26
JOB NAME
1026 VA99AR 9TM T
SMEkT N0, OF
ORI.ANW, FL 02W4 , CALCULATED BY ,_.. OAIE
I
DRAWN BY DAM
1 I v c g 131 0 r --•
MrJ 51L-L- , s+"MB5 a tfsACERS
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0,s5TV 5.6RlKA (FLA.BWC..coojg LAT r)
L 6-9,T7osa
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IoG1. x 11 o ¢
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P h Orf1'0 ,., T
9.A i 1e' . O 1 0.... I 31 v
rub
JUL-26-2002 02:52 AM P.0F;
Ikw,'!nm! t!r o! p^
1(041)1oMe
f!rv ewQNtIN .. it r! TO; rwvy ht t 1(7ArZfSpZ9 AM1RlP14rt 1 N 3 flrlrMW am* 2D, aval 2 M
HUMUCANE ENGINEERING & TESnNG INC.
pnr daa r. #n A MW#K
1Mxdt, WAnabWr
Uniform ts'ta* Ali Pressure Team
July 12tb, 2001
REPMT NUMEL, AET141-1042
hL'WFACTLIM: Melia,10.
9300 B1alr D &% We 107, 131Monte, CA 91731 TIC„
i7' I,(X',A1'I0N' Hurricane }lnpinsarieo & 7'eatial Ina, 8332
NW 64 Strom tu" M. 33166 NOTDICATION
NO: IM1101028 (hIA1,114MOD COLS, I'LORIDA) 9MCCI
LIITWG No.: TL - 95KA Uk (
IRR17FIVATIONY NUMNSK; 01.0417,03 PRODUCT;
Hu11vw Cll-61% B"' Wa111Wh1dQ% PRODUCT
DESMFnON; Hollow Glace Blocks Nominal Aiareruioa: 7 3/4" x 7 3/4" x 4" PRODUCT
SIZE: T" wide x 72" hush DRAWING
NUMBER; 97.18. Al -Fume Capxadoa. Dated 4.1247 NOTE:
HE77r1WNwd lruwtpx is un (AhWridpa Y urlh4 rvurc DE6I0NLOAM (
pao: +85 "d -IIS. TEST
WMIRSAFD BY: (oil) or pww) Dyed
Wake Alin PlLD. (EMTO Mr,
rAdy lhil* (HETT) Mr.
Leawrdo D SrAini, X.1. (NETI) wn'
ASSWO BNOMM: Hector :
t!LMachu, P.E. Photngrapk
Mel to soaks U32
NW 40 AV* Word. rN s, 2310& kwo (305) 876f IO. Iw (aoa; W?-1013 M1p:. ~
JW 1ftn MgN0,e0M
hNn OUiI M J. •w•• ' w Z IM MM Tn• rtn ..r Tmar' • *..r r .1=4.1 3' • "" •• "11 a .w a ta.wa.p eH ao, seoe i "
Camwu don Details
PRODUCT: Fcwd Hallow Olau Bleak Wall/Wind"
DIFumlFrION OF u.vrr
721•wide s 72" Mgh
Ve. i=R.oT% Now thud
MATERL46L CIIARACTZRI$TICS
Gbudat AlaterWs 7 $A" x 7 314112 4" Mellow Glow Sleaks
Maim Alechods lleraaIS CH446 Bleak Mortar aasoeedlag ASTA! s97 for Type
9 "Wour
Oaru91% Opss& s= 72" wide a 72" high
dll CKM
i:t-iLQLASS BLOCK
PP'Av; scow.
acne.
no".
saw.
77MbQrbWMl jeinta ware raa%aovd wig a 1•S.V, wide
harieoaLl btidder type M- o C. vdm days) steel enppan
0 151" die. wire}
anal": 100% simamn aselaua was applied along tM own Perbusmbs %vm wood Maak end glove bloakr.
s
ants
210e113 wsw lea1e17ed is a 4x10 VM Waal SYP !12 wood *me.
INSTALLATION
PBRL T6R A 1•l-141* x 24" x 0.mr, tMQk a au tls was bonded to die
PvAM@W {law bleolor and aosleo ed to Ile subs"bm with (2)
010 x 1 112" WNW ssroan With washers.
JUL-26-2002 0252 AM P.04
O,W Orb r' %? ILLOh p GNti ) $i'ie Tm Rhr rrc T Fey: •atif '"Alm i f i
Test Results
r'%&U.. Gdd6 Alm A...:.... rmw
Ptauunmidrohit
piQ DoAaotifm
iaohn
Trod
Ddlecdon
ittehee
Dadeotioa
itacher
infdtw)
Aeeoey
14)
Dtarotien
eeeondi)
P=kt" Lood
Halftaat 64 M mm 1.o7 1.(w1 im 30
1>wf1 1).14 0.412 11.12 Ila) ilwl 10
t' Load 1 +1211 1 11.39 p.1. 11 s0 11.0fi i<4 10
Nomplhv
Half test Ii4 U.08 I am I (1.OR 1 0.00 1 inn a
DOIE 45 0.23 0.02 1 0.31 0.00 1 100 1 30
Tait Load 130 0.37 0.01 A35 0.01 97 1 30
URP"x Laaar [ est was paPsanea In deeordaRae WIN A& b WO-YO.
conclusion
Ilse nvteat wu tacW is 0000rdana wft Protocol PA-94.202 ofMiomi•Dode Canty, Florida
witlwwt my dvvia hme, *W cool tho pwfivmanwi itfgwt n=ts uCASTM g33o m. it akuma the
mOn a a of HVWhm BOU44 Codo aoct m 1707.4. 'taco umple wu ietad at ft oadnian or
nth ug
N("X %he ahnws eRuhr WN nhtatnod fwng thm dutgrcgpd tewr Rfsrhadr wh Ich fndteatem
COWIORce with the peffWr med regcMrrrneRdr ofOw raJbf mf speadoajww. Thu report daw
nor c mtukre Con$7041ton ofthe specsrteru darted.
Syed wager Ali, Ph. D.
P.E.
President
c tx ,m. Madinat,
XmIdent 8m beer
ROW No, HaTI-O'11.10i2. "a a 1.
ONE BY WOOD —
BUCK BY OTHERS
CAULK BETWEEN WINDOW
FLANGE do WOOD BUCK
CONCRETE OR
MASONRY OPENING
BY OTHERS
EXTERIOR
FINISH
BY OTHERS
PERIMETER CAULK--,,"
BY OTHERS /
FLANGE TYPE J
WINDOW FRAME
HEADER
EXTERI
WINOOW
HEIGHT
FLANGE TYPE
WINDOW FRAME
SILL
PERIMETER CAULKBYOTHERS
SHIM AS REO'D
SEE NOTES)
INSTALLATION ANCHOR
3/16- DIA. TAPCDN
SHOWN
CAULK BETWEEN
WOOD BUCK &
MASONRY OPENING
BY OTHERS
d
1 1/4a MIN.
EMBEDMENT
1/
SPACE MAX.
BUCK
HEIGHT
SILL STOOL
BY OTHERS
BUCK WIDTH
1/4' SHIM
FLANGE TYPE SPACE MAX.
WINDOW FRAME
JAMB
PERIMETER CAULK
BY OTHERS
ONE BY WOOD
BUCK BY OTHERS
1 1/4a MIN.
EMBEDMENT
SHIM AS REO'D
SEE NOTES)
G CONCRETE
OR MASONRY
OPENING
BY OTHERS
C INSTALLATION
ANCHOR
3/16- DIA
TAPCON SHOWN
CAULK BETWEEN
WOOD BUCK 6t
MAS'Y OPENING
BY OTHERS
EXTERIOR
FINISH
SECTION 2 BY oTHERs
WINDOW
FAWTH. B C
D E
K 2
WINDOW
HGT. F G
H I
WINDOW WIDTH --j
EXIEBtQB CAULK BETWEEN
WINDOW FLANGE
WOOD BUCK
CAULK BETWEEN WINDOW FLANGE
PRECAST SILL WITH VULKEM
PRECASR SILL116 ADHESIVE CAULK OR BY
OTHERS APPROVED EQUAL SECTION
1 GENERA
NOTES: 1)
SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE
SHIM STACK TO BE 1/4-. 2)
WINDOW FRAME MATERIAL- ALUMINUM ALLOY 6063. 3)
USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD 8 JAMBS. SILL MUST BE ATTACHED
TO THE SUBSTRATE WITH VULKEM 115 ADHESIVE CAULK OR APPROVED EQUAL. 4)
APPLICATION OF VULKIM 115 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'
S RECOMMENDATIONS. 5)
USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6)
GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 CLASS CHARTS. SINGLE
GLAZING IS SHOWN, INSULATING CLASS IS ALSO OUAUFIED. 7)
GENERAL ALUMINUM'S 1"0 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE
1540 INSULATING CLASS SINGLE HUNG SERIES. 1 -
wj ELEVATION
VIEWED
FROM EXTERIOR iTir
di Vi' AIC E upylk NAjff i 6!.
elVERAL Ai ur41Av vM -- vL4RT"
RR PUR A ---2) COMPARATIVE
ANALYSIS do TAPCON ANCHOR LOCATION CHART CALL
WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE
INCHES CAPACITY IN PSF LOCATIONS WIDTH/
HEIGHT EXTERIOR INTERIOR HEAD JAMBS SIZE12
19 t/B It 26 99 99 B F,G 13
19 1/5 X 38 3/0 78 76 B F,G F.
G 14191/0 X 50 6/6 59 59 B F,
G 14+4 19 1/& X 54 6/e 54 54 B F,
G 14+5 19 1/0 X 55 6/6 52 52 B F,
G 15is
1 19
t/6 X 63 19
1 X 72 45
40
45
40
8
a
F G M2
1H3
25
1/2 x 26
1/2 X 36 3/6 51 57 e
B
F,C 1H4
26 1/2 X 50 6/6 44 44 B F,G F,
G 1H4+4 26 1/2 X 54 5/6 42 42 B F.
G 1H4+5 26 1/2 X 55 6/6 41 41 B F.
G 1H5261/2 X W 40 40 8 A&
126 1 X 7 40 40 6
B F,G ERG301/2 X 26 56 B
F,C 3OX330t/2 X 38 3/5 44 44 40
B F,G 30X4301/2 X 50 6/5 40 40
B F,G 3OX4+4 30 1/2 X 54 5/4 40 40
B F,G 3OX4+5 30 1/2 X 55 5/8 40 40
F.G 3GX5X
30
1/2 X 63 40 40
B
A
FGHI 22
37 x 2 e51 1 8 F,G 23
37 X 38 3/6 40 40 B F,G 24
37 X 50 3/3 40 40 B F.c 24+
4 37 X 54 6/e 40 40 B F,G F,
G 24+5 25
37
X 55 3A 37
X 63 40
40
40
40
B
8
F,G.H.1 6
37 X 72 4 40 F GH I 4826
48 X 26 46 40
46
40
B
B
F,
G F,
G 483848X363A40
B F.G 484+
4 48 X 54 VII 40 40 40
B
B
F,
G,H,1 F,
G 484+5 4863
48
X 55 6/B 48
X 63 40
40
40 B H.
1 F,
C,H,I 32
53 1/6 X 26 45 45 B F,G 33
53 1/6 X 38 3/0 40 40 B F.G 34
53 1/e X 50 A/& 40 40 B F.G.H.1 34+
4 53 1/0 X 54 5/8 40 40 B F,G,H.1 34+
5 53 1/6 X 55 6/6 40 40 B F.G.H.1 35
53 1/e X 63 40 40 B F,G,H.1 36
53 t X 72 40 40 B F G H I MOTE.
1) WHERE WATER RESSTANCE TEST REQUIREMENT OF ISX OF DESIGN LOAD APPLIES, POSITIVE DESIGN LOADS
WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST- 2)
INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16' DIA TAPCON ANCHORSOFSUFFICIENTLENGTHTOPROVIDEMIN. 1-1/4- EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN
ON CHART. 3)
SEE ELEVATION FOR KEY TO TAPCON LOCATIONS 4) INSTALL /8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4- MIN. EMBEDMENT INTO WOOD BUCK AT ALL
OTHER FACTORY APPLIED INSTALLATION HOLES. 5) IF EXACT WINDOW SZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY USTED WITH NEXT LARGER
SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'D. r.,..
e,,... r.,w.,. ..a ew,.r ..r..nas.w• r- 407 605--0366
SHE ATHIN,
BY OTHER
CAULK B
EXTERIOR F
BY OTHERS
PERIMETER
CAULK
BY OTHERS
FIN TYPE
FRAME HE
GLAZING IT . tz ltr.IUn
SEE NOTES
FIN TYPE
FRAME SILL
PERIMETER CAULK ---
BY OTHERS
K$ INSTALLATION
ANCHOR SCREW (TYP)
ExTER!OR FINISH
BY C"HERS /
CALLA BEHIND FIN
SHEATHING
BY OTHERS
J L'JWN
HERS
NSTALLAT:ON
HOR SCREW (TY?)
SHIM AS REO'D.
SEE NOTES
1/A- MAX.
1 SHIM SPACE
uU.
HEIGHT
I
1/4' MAX
SHIM SPACE
SHIM AS REO'D
SEE NOTES
1" MIN 2 X FRAMING
EMBEDMENT BY OTHERS
c-rC T ION 1
Mr
HE
NOTE
1) DESIGN PRESSURE CA'AOTY OF WINDOW h INSTALLATION 15 400 PSF.
2) INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WTH TWO
BY WOOD STUDS, USING OC99 IN. DIA NAILS. PLACE .099 NAILS 6* FROM
CORNERS MAX & 8" O C MAX BETWEEN
3) FOR INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH
TWO BY WOOD STUDS. USING /8 SCREWS OF SUFFICIENT LENGTH TO
PROVIDE MIN. 1 IN. EMBEDMENT INTO SUBSTRATE. PLSCE SCREWS 6" MAX.
FROM CORNERS & 24" O C MAX. BETWEEN.
a) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD
BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4
WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063.
6j USE LATEX CAULK BEHIND WINDOW FIN AT HEAD, SILL & JAMBS.
7) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF
WINDOW FLANGE.
8) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300
GLASS CHARTS.
9) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE
ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT
STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE
STRUCTURE.
10) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO
LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS
SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED
FROM THE 1100/1900 SERIES DESIGNER FIXED PICTURE WINDOW
FRAMING SYSTEM.
CENTRAL - FLO IDA R. U. A.I'.
MANUFACTURER NAME:
pM041— A4 1M/In/I)A4 MASTER
FILE # 02 ELEVA
i ION MEWED
r RON,/1 EXTEP,10R 1/
4- NAx ! ' SHIM
SPACE SHIM
AS REO.D TWO BY FRAMING By
OTHERS II
FIN
TYPE FRAME
JAMB i
MIN EMBEDMENT
Ll
SHEATING
BY
OTHERS GLAZING (
TYP.) CAULK BEHIND FIN SEE
NOTES EXTERIOR
FINISH BY OTHERS XE
TEPiOiNBINSTALLATIONANCHOR
SCREW (TYP.) f-
WINDOW w10
T. PERIMETER
CAULK BY
OTHERS SECTION
2 WINDOW
WIDTH O
0 O
O O
O 0
O 0 /
O WINDOW
0 HEIGHT
2
Ei
EVA i ION v!
EI;1vrD R0NI EXTERIOR
SHIM AS RE'D"D INSTALLATION ANCHOR
Aa SCREW
SHEA!TH!NG (SEE NOTES)
BY OTHERS CALK BETWEEN
DOOR FLANGE TVO BY WOOD
6 SHEATHING BY OTHERS
r SHIM MAX.
n n I SHIM SPACE
MIN. J
EMBEDMENT
R
BY OTHERS
SLIDING GLASS
DOOR FRAME
PERIMETER —' HEAD
CAULK 5Y
OTHERS
AU 2
Gi o 1DA gk7Q O ER5
Mjf Arai Y T' 6 -
SLIDING GLASS
DOGR FRAME
SILL
F.
TEMPERED
GLASS (TYP.)
U.
DOOR
HEIGHT
6___L-
EmBEDmENT1> 1-1/4'MIN
L13ERAtLY APPLY
CAULKING UNDER SILL 1ORSETSILLINBEDINSTALLATIONANC?iOR
OF CCNCRE E 2/15" DIA TAPCON
SECTION A -A
V,
DOOR vIDTH
SLIDING GLASS
DOOR FRAME
JAMB
TEMPERED GLASS
T YP.)
4' MAX. SHIM SPACE
TWO BY WOOD
I 1-1/8 MIN. — BY OTHERS
SLIDING GLASS DOOR
SHIM AS REO'D. HOOK STRIP
SEE NOTES)
INSTALLATION ANCHOR
ITB SCREW
CAULK BETVE:N
DOOR, FLANGE
L SHEATHING
PERIMETER J `— SHEATHING \
BY OTHERSCAULKBY T[MPERED GLASS —
OTHERS STUCCO (TYP.)
R SIDING
BY OTHERS SLIDING GLASS DOOR
NTERLGCK
SECTION B-B
A-
EXTERIDR ELF `ATIIN
2 PANEL DOOP <,4N
INSTALLATION ANCHOR
s8 SCREW
TWO BY WOOD
BY OTHERS
CAULK BETWEEN
HOOK STRIP L
SHEATHING
1-I/9' MIN
EMBEDMENT
SHEATHING
3Y OTHERS
STUCCO OR SIDING
BY OTHERS
HOOK STRIP. DE -FAIL
1) DOOR MATERIALALUMINUM ALLOY 6063. 21
98 INSTALLATION SCREWS MUST BE OF SUFFICIENT LEMGTH TO ACHIEVE MIN. EMBEDMENT OF
1-1/9 INTO VOOD. TAPCON TYPE INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT
LENGTH TO ACHIEVE MIN. EMBEDMENT OF I-I/a' INTO MA ONQT OR CONCRETE. 3)
INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET. A)
USE SIL ICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD L JAMBS. 5)
USE °IL 6C I'<ED ACRYLIC CAULK FOR PERIMETER •EAL AROUND EXTERIOR OF DOOR. 53IFEXACTDOORSIZEISNOTLISTEDINANCORCHART. USE AK Cli OUANTITY '-ISTED 'JITH NEXT LARGER
S;ZE. FOR THE A?PREIPRIATE DESIGN PRESSUPE REO'D. 7)
FOR POCKET COOK SIZE: USE CLOSES' 3TPASS DOOR SIZE L CCNF1_URATICM TO FINISHED CPENING. PLACE
INSTALLATION ANCHORS, IN FPONT OF HCOK :TRIP AS SHOWN 8)
GLASS 'HICKNESS MAY WART PER REOUiREMEMTS OF =STM E1300 GLASS CHARTS S) DOOP UNIT IS APPROVED USING TEMPE2S.. GLASS IN TINGLE GLAZE. 7R INSULATING GLASS 10)
IAMB / S:LL CORNERS ARE TO BE SEALED 'WITH A ;MALL JCINT _ 1M SEALEP 11)
SHIM AS PEO'D. AT EA. SET OF INSIALI ATION ANCHORS, MAX. ALLOV+3LE S 4;M STACK TO SE /A' 12)
ALL •NS'A•_LATTON ANCHORS MUST BE MADE OF CORR*,;ON RESISTANT MATERIALS 13)
WHERE .X' REPRESENTS MOVING PANEL AND 'O' REPRESENTS FIXED PANEL APPROVED CONFIGURATIONSAREAS -ISTED ON AK.M CHART 6 BACK OF 'HIS SHEET. 14)
f4)T ALL CONFIGURATIONS LISTED ABOVE ARE SmOVN ON THIS ORA',_;NG. HOWEVER INSTALLATION SECTIONS '
4-A', 'B-B' t HOOK STRIP DETAIL APPLT TO INSTµLAT;LN OF ALL APPROVED CONFIGUPA71GMS.
15)
FLORIDA EXTRUDERS 1000 SERIES SIDING GLASS DOOR IS SHOWN THIS PRINT ALSO APPLES TO 2000
SERIES AND 500 SERIES. kf'
REVI
DESCRIPTION DATE INI IFLEIRIDAI NT.INC S
Salve-
D F!_ Q r
LD ITITLE: ,LIDINL: GLASS' OaR j
INSTALL-TiON WITH =c SCEWS DRAWN
BY:33 I A?PROVED BY: 1
2k j ATE: 12/17/01 (SCALE: NT-, ,DWG ,',rEE%J c7 S-T 1 EF
8 SCREW INSTALLATION ANCHOR CHART
NOMINAL DOOR QUANTITIES IN HEAD L SILL QUANTITIES IN EA. ,JAMB QUANTITIES IN EA. NOOK STRIP
DOOR
SIZE AND SIZE UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO
CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF
a068 XX, OX, x0 48 X 80 6 6 6 8 8 8 a 4
5068 Xx, Ox, xO 60 X 80 6 6 6 8 8 8 4 4 4
6068 XX, OX, XO 72 X 80 8 8 8 8 8 8 4 a 4
6068 xx, Ox, XO 96 X 80 10 IO 10 8 8 8 4 4 4
10068 xx. OX. x0 20 X 80 12'12 1 8 8 1 8 4 4 4
57080XX, OX. XO 60 X 96 6 6 6 w 10 0 5 5
6080 xx, Ox, XO 72 X 96 8 8 8 10 10 10 5 5 5
Soso xx. OX, XO 96 X 96 10 t0 10 10 10 10 5 5 5
10080 xx Ox x0 120 x 96 12 12 12 10 10 10 5 5 5
50100 xx, Ox, XO 60 X 120 6 6 6 12 12 12 6 6 6
60100 XX, OX, XO 72 X 120 8 8 I 8 12 12 12 6 6 7
CI00 xx ox. x 96 X 120 1 12 12 12 6 7 8
9068 X0 109 i/8 x so 12 12 12 8 8 8 4 4 4
12068 XO 145 1/8 x 80 14 14 14 8 8 8 4 4 4
15068 OXO 181 1/8 X 80 16 16 16 1 8 8 1 8 4 4 4
9080 OX0 109 1/8 x 96 12 12 12 io 10 I 10 5 5 5
12060 OXO 145 1/8 X 96 14 14 14 10 10 { 10 5 5 5
15080 Ox0 181 1/8 X 9 I6 16 6` 0 10 f 10 5 5 5
90100 Ox0 109 1/8 x '20 12 12 12 12 12 2 5 7 a
120100 OXO 145 !/8 X 120 14 14 • 14 12 12 12 5 7 a
9068 XXX 106 5/6 x 80 V 12 12 12 8 a 2 4 4 4
12068 XXX 142 5/8 X 80 14 14 14 8 8 8 I 4 4 4
1506Xxx 178 5/8 x 8C i
F
8 8 4.a4 9080
xxx 106 5/8 X 12 I2 10 0 f0 5 5 5 12080
XXX 142 5/a X 93 14 l4 i4 IO 10 10 I 5 5 5 15080
xxx 178 5/8 X 56 1 16 16 16 0 10 10 5 5 5 90100
xxx 106 5/8 X 120. 12 12 12 1' I 12 12 6 7 8 1a0.
j. 00XXX 142 5/8 x !20 14 14 1:. 2 l 12 12 I 5 7 8 i006o
OXXO 119 5/2 x 80 12 12 12 6 8 8 4 4 4 1 12063
CXXO 143 5/8 X $0 i4 14 14 E 3 9 4 4 4 16068
OXXO 191 5/8 x ?0 18 I8 8 8 i 3 8 4 a 4 j
uxx f / X 70 12 12 1 i IU 7 I 7 12080
OXXO 143 5/8 x 56 I 14 1412 r 14 I !0 10 5 16080
exxO 191 5/8 x 96 is I8 13 iL' 10 IO I 5 5 100100
OxxG 119 5 / a x 120 12 12 12 i2 12 6 7 8 12,
0!00 OXX0 143 5/8 X 120 14 14 I 14 12 I_ 1 6 7 I8 I i60;
C Oxxrj 191 5/8 X I20 I8 is 19 I 12 2 1 6 a I 10
0 XXXX ili i/4 X z Ui2 i2 f 12 C 8 4 4 4 1-
068 xxxx 14i 1/4 X ?0 14 14 14 I 2 8 8 a 4 4 16068
xxxx 189 1/4 X 20 16 16 I 16 3 I a 8 4 a 4 I 10080
XXXX 1 :/4 X i ]2 l2 12 f 120SOXXX:: 141 I/4 X =5 14 14 I 14 j 10 1 I05 16C80
xxx.x 1S9 1/4 X - I 16 16 16 13 I 10 i 10 ( 5 7 5_ i001O0
XXX7 117 1/4 X .=0 12 12 !2 i2 12 I 7 f i8 Oilo
XXXX 141 1/4 X 123 14 14 14 I 12i2 ! 7 7 I .9 xxXx
13S i/4 X '.20 16 16 i iS 12 ! :' ! 7 1 f m
FLORIDA
r1Nx'Gs . I . iN.
3 IF.
r.
0
Nr ;. _ _ _ _ S ? !^A,
C":Y C N:N W/ «'tr 3Y WOCE. 3:.C< US` -Am:' P1J_ P OvLw .T:
CONCR: E OR SHIN -S ?_•C•: MASONRY OPENING (S_r t:C ES) BY ! TI.E<S
CAULK oETVEEN
DOC2 FLANGC
L VOO SUCK CAULK 3ETWEEN
PERIMETER WOOD BUCK L
CAULK BY MAS'Y. OPENING
OTHERS BY OTrLRS
1
STUCCO 4ByOiHER
INSTALLATION ANCHOR
8 SCREW (TYP. WHERE —
TAPCONS ARE NOT REO'D.)
SLIDING GLASS
i
COOK FRAME —
SILL Tt
o 7APPLYLIBERALLY
CAULKING UNDER SILL
OR SET SILL IN BED
OF CONCRETE
SECTION r
c
INSTALLATION ANC=!CR
3/16' DIA. TAPCON
INSTALLATION ANCHOR.
KB SCREW (TYP. WHERE
ONE 3Y WOOD iAPC'7NS A<E NOT RED'D.)
PUCK BY OTHERS
1 1/4' MiN.
i EMBEDMENT
I> F1/4' MAX.
SHIM SPACE
SLIDING GLASS
DOOR FRAME
HEAD
TEMPERED
GLASS (TYP.)
DOOR
HEIGHT
EMBEDMENT
d
A 1-1/4' MIN.
D
INSTALLATION ANCmCR
3/16' DiA. TPPCON
SLIDING GLASS
DOOR FRAME
JAMB
TEMPERED GLASS
cTYP.)
PERIMETER
CAULK BY
OTHERS
I*— S.G.D. WIDTH
1.-r-- 1/4' MAX. S:41M SPACC
1 1/4' MIN. IFiEMBEDMENTONEBY WOOD
I BUCK BY OTHERS
CAULK BETWEEN
d WOOD BUCK L
MAS'Y. OPENING
BY OTHERS
SHIM AS REO'D.
SEE NOTES)
INSTALLATION ANCHOR
3/16' DIA. TAPCON
Q CAULK BETWEEN
DOOR FLANGE
S. WOOD BUCK
CONCRETE OR
MASONRY OPENING
BY OTHERS
INSTALLATION ANCHOR
3/16' DIA. TAPCON
SLIDING GLASS DOOR
HOOK STRIP
1-1/4' MIN. EMBEDMENT
1
CONCRETE OR
MASONRY OPENING
BY OTHERS
4
J
fC L
CAULK $ETWEEN
WOOD BUCK L
MAS'Y. OPENING
BY OTHERS
CAULK BETWEEN
HOOK STRIP 6
WOOD BUCK
ONE BY VOOD —
BUCK BY OTHERS
STUCCO '-
BY OTHERS
r'A. A jL&A, A%AUAMd B. O AF 7EMPERED GLASS
S E C T I p N B L1F'ACI'ITRER A (
TYP.)
SLIDING GLASS DOOR
o
MASTER FlU #
y r INTERLOCK
HOOK STRIP DETAIL
A —
mnTF
1) DOOR MATERIAL: ALUMINUM ALLOT 6063.
2) TAPCOM TYPE INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMSCOMENT
Or 1-1/4' INTO MASONRY OR CONCRETE.
3) ALTERNATE TAPCON INSTALLATION ANCHORS FRONT TO BACK IN ALL FRAME mE"ERS.
4) 7APCON ANCHOR CHART ON BACK OF THIS SHEET.
5) USE SILICOMIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD 6 JAMBS.
63T) USE SILICOMIZE0 ACRTL IC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR, IF EXACT DOOR SIZE IS NOT LISTCD IN ANCHOR CHART. USE ANCHOR OUANTITT LISTED WITH NEXT
LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'D,
8) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE L CONFIGURATION TO FINISHED OPENING.
9)
PLACE TAPCOMS. IN FRONT OF HOOK STRIP AS SHOWN
GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTN E1300 GLASS CHARTS.
10) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED WITH .6 SCREvS
3 B OF SUFFICICNT LENGTH TO PROVIDE MIN. 5/8' EMBEDMENT INTO VOOD BUCK.
I1) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS
12) JAMB / SILL CORNERS ARE TO BE SEALED VITH A SMALL JOINT SEAM SEALER.
13) SHIM AS REO,D. AT EA. SET OF INSTALLATION ANCOQR;. MAX ALLOWABLE SHIM TACK TO BE V4',
14) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RES:STAHT HATER;ALS
t53 VHERE 'X' REPRESENTS MOVING PANEL AND '0' REPRESENTS iIXED PANEL APPROVED
A CONFIGURATIONS APC AS LISTED ON ANCHOR CHART DN BACK OF THIS SHEET,
161 NOT ALL CCWIGURATIONS LISTED ABCVE ARE SHOWN ON THIS BRAVING. HOvEVCR INSTALLATION
EXTERIOR ELEVATION SECTIONS -A-A'. -B-B' 6 MCGX STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED
2 PANEL DOOR SHOWN 17) CONFIGURATIONS. INSTALL ONE TAPCON IN EACH PAIR OF FACTORY APPLIED INSTALLATION MOLES UNLESS MOTED
OTHERVISE ON ANCHOR CHART. SEE SACK OF THIS SHEET_
18) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SH.CVN. THIS PRINT ALSO APPLIES TO
2000 SERIES AND 500 SERIES.
REVS DESCRIPTION DATE INI EXTRUDERSFLORIDA-INT. INC. SANS ORD rL,
TITLE: SLIDING GLASS DOOR
INSTALLATII N lw':TiI TAPCONS
OP.AWN EY: 2311 I APP?OVED BY:
E .f ` DaIE:113":2 5/U: ICC_I C: 'N ,DwCi = ry _vrf._i
IAPCON ANCHOR CHART
NOMINAL DOOR QUANTITIES IN HEAD & SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOCK STRIP
DOOR
SIZE AND SIZE UP TO a6 PSf TG 6! PSF TO UP TG a6 PSf ip I of PSf TG UP Tp 46 PSf TG 61 PSF TO
CONFIGURATION 45 PSF 60 PSF 70 PS I 45 PSF 60 PSF f 70 PSF 45 PSF 60 PSF 70 PSF
4068 XX, Ox, xO 48 X 80 3 3 3 4 4 4 3
3
3
4
4
4
5068 XX, OX, XO 60 X 80 3 3 3 a 4 4
3 4
6068 XX, OX, XO 72 X 80 4 a 4 4 a a
3 4 5
6068 XX, Ox, XO 96 x 80 5 5 5 4 4 4
3 4 510068XX. Ox, x0 120 X 80 6 A7< 4 4 a
4 5 65080xx, Ox, XO 60 X 96 3 3 3 5 5 5
5 66080Xx, 'OX, X0 72 X 96 4 4 4 5 5 5 4
6 68080XX, OX, XO 96 X 96 5 5 5 5 5 5 4
6 6
10080 XX Ox. X0 120 x 96 6 A
T
7 n) 5 1 5 5 4
5 6 7
50100 XX, OX, X0 60 X 120 3 3 3 6 6 6
6 7 I 8
60100 XX, X, X 72 X 120 4 a 4 6
6
6
6
6
7 (DI) Ij6 8 9
80100 xx, x x 96 X 120 5 S F
3 4 59068Ox01091/8 X 80 5 5 6 4 a 4
512068OXO1451/8 X 80 7 17 9 cD2) 4 4 l 4 3 4
515068OXO18t1/8 x 80 8 0( ) tl 3) 4 4 4 3 4
9080 0XO 109 1/8 X 96 5 6 5 5 5 4 I 6 6
12080 OXO 145 1/8 X 96 7 T'S 4 ` 6 6
15080 0 181 1/8 X 96 8 11 11 5 5 5 4 6 6
90100 OX0 109 1/8 X 120 5 5 A 5i DI) 6 8
8
10
10120100OXO1451/8 X 120 7 9 02) 10( ) 6 6 7 (DI) 6
9068 XXX 106 5/8 X 80 7 5--•, .. 4 • 4 4 3 4 5
12068 XXX 142 5/8 X 80 7 7 8 (DI) 4 ._ 4" 3 I 4 I 5
15068 xxx 178 5/8 X 80 8 In O i 1 i I 4 a 4 3 4 5
9080 xxx 106 5/8 X 96 5 5 6 5 5 5 4 6 6
12080 XXX 142 5/8 X 96 7 8 (DI) 9 (D2) I I 6 615080xxx1785/8 x 96 8 1 C 3) 13 5 5 S 4
xxx 5 n I 6 I 8 f 10
1901000 xxx lag 5/8 x 120 7 n 0-1) 6 6 17
10068 OXXO 119 5/8 X 80 6 6 7 (DI) 4 4 4 3 4 f 5
12068 OXXO 143 5/8 X 80 7 7 8 (DI) a 4 4 3 aI I 5
16068 OXXO 191 5/8 X 80 9 I0 01) 12 (D3) 4 4 4 3 4 5
10080 UXXU 1 7/b X 76 b 6 7 (DI) 4 b
6
6
612080OXXOla35/8 X 56 7 8 cDt) 9 CD2) 5 5 5 4
150c0 Oxx0 191 5/8 X 96 9 1 (n,) Id (DS) 4III 5 5 6 6
10U100 OxxO 119 5/8 X 1,f 6 6 7 (DI) 6 6 7 ciJi) 6 8 IC
120100 OXXO 143 5/8 X 1201191 7 902? I 0 17 1 8 to I160100OXXO5/8 x 120 10 (DI) 3) 1CD7) 6 6 DI) 6 I 8 tC 10068 XXXX
j lii 1/4 X f 6 6 3 4 a
5
12068 XXXX
I 141 1/4 X 80 7 8 CDI) 4 a c N I3 a 5 16068 XXXX1891/4 X 80 9 (Di) 17 I 10 (D2) 12 (D4) 4 a 4 l 10080
XXXX1171/4 X b 6 7 (DI) j > 6 12080 xxxx
I lal 1/4 x 96 1 7 8 (DI) 19 CD2) 5 I 5 5 6 6
16080 XXxx
i 189 1/4 x 96 I 9 (DI) 1? (04) 1 C' 5) I 5 5 a 6 8
10 100100 xxxxillJ/4 x J20 6 6 7 (DI) 6 I - 1 7 <%1) 1=G100
XXXX 4a 1-1i/- X I20 7 D1) I0 Cr3) I 10 1bG100 XXXX
189 !/4 X 120 i0 c,c) 3 C y 7) 6 6 7 C3!) I` t FC
2
4 ANCHCP NOTES
1) IN
SOME CASES TAPCONS ARE P.EO'D. IN BOTH
FACTORY APPLIED INSTALLATION HOLE. -
D1- TMPU -D7- DESIGNATES 1N
WHICH SIZE & CONFIGUP.EATIONS
TWO TAPCONS ARE P.EO'
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) 'Da'
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 & SILL
SHOULD BE PRIORITIZED AS FOLLOWS:
A! FIRST
ADJACENT TO INTERLOCK OR BUTT STILES
IN HEAD a SILL. B: SECONDLY,
AT EACH END OF HEAD SILL NEAP.
JAMB CORNER, IF NEEDED. C:
LOCATIONS
1N HEAD & SILL OTHER THAN AS
LISTED IN A & B. 10) LOCATION
OF ADDITIONAL TAPCONS IN JAMBS SHOULD
BE PRIORITIZED AS FOLLOWS: A:
FIRST,
ADJACENT TO LOCKS IN JAMBS. SECONDLY,
AT
EACH END OF JAMBS NEAP, HEAD &
SILL CORNERS. C_ LOCATIONS
IN JAMBS OTHER THAN AS LISTED
iN A & E. 1 jEXTRUDERS
11-1 IN
T . INC. SAN= CRD. FL rt,L[: SLIDING
n_=SS DOOR TAPC'ON r_._ ,
S C-AST F r 1,
12z5m/
M C
C
a
AI
4
sc
r
DD00o°f" o"'iorTosro+rwi coski o"pT stcros (Oi s,aRw)
r r THDL
3
amcRa+a+°)°°
a
2
REVISIONS
T--
I WIT (T) wv {z) TWE IRAGK BOLT
I
m G Am DO Smis ATS110" TO
SM MM FRIDRED TOG-t-LOG .51
Y
11AE. ODOR 1ROR1 . 761-01 3u.
iaAIIWL= ml6
M.wsRSrwwnrwR: SOr U.Y. +/7•Y uc` »- LDn[la r as r./ •
UMM Or .r1SOE AR ACE IP24M R[OLLD LAC, SOMENS IRM K wtYUTAMt
Anr "0424 l mhm p I"UArp LO.. bS TnLDR rwE
M UAW OR
tr.OED RMIR '/R• AG61C LAE
i u
f10'R2OUIK 7RApL SIirORI . DOw1 R6LULEj DO SA
13G CKY. 54EL nAC RtJonEA[ff rAS•r'_ U MM JAo WM3) S/I .1-S/r mw VG YR[K.
1LIMPNLNMMM
IMAKE AS AN
i 2' OILY. ST[LL rMot. -
tlRl 1RRCIL TIRCRRESS:.ORO' -
iTr, S-//Y.f2 a O1lY. SIm Vwx RRA
7RRCR BRACKETS r01 Sm
lM 70 SRttOET
SKIT 1RTK SCRERS
O
SCLi
T uR[Tls.
f+ rtie 11r1vs +R G RLTr.re.lr
SLY RIOR 'c•
r" - mL rxv. STEEL Oo sfu
2D CA OaY. STEEL wwt SIRE
2s CA I.L STEEL LIVE *ETA N "A MEM SCREW f - Sm COMER .M O-•.O Nam (+D SCREW PER LIR) 0.{ - RIR MR: 4S7[Nm J
SN A[[1 CDOUNS W 71 CEN'06 (C-!A '
R'+' ORE s/'R-.f-
G1lNIfRRAG• WttD-ON rRiUl t000 rR N' C eim (y_T rA Y L CS ow OR [
II iMER SIIKitCT.
A/Q A MRCO-OU 1/1i4' Ur'CLr SCLLRS Sr 11-1/7 N/1015 1}pR0 7/tr La Rd1ND10 Lsl OF STEELTO SM. OMSMW LATCWENT TRAM y W. [OMCJ[Tn. 11.[Mas ,
RAW= 111M rA17 (ow PER mut" SAxS K STRL 5f7r. 12 G fA IC EY. E 10I ORTO mwLAT T1NCR. 1S G GlY STEM C[NRR
R.IG SRAL'1aT. CALM O+U SAW IADT ON SLEEVEfIItOMS 4V010S5 YRf CAIM06lfft r Glly STEEL T1tACR iA6R1Cp 70 1. G fXY. m Rpy R 1LMG[5 IASTEKg TO MER STUS RRRIe1f[T AIACMED R/(.) r1EA. STA[ CAd SR% Dr DOOR. (wr r'R II[OJ.m) lO r11OY10[ A FLO"MEN 12 u WY. STEEL TRACK SMCAETS. flS1EU([rS TSrO D1D Shti LK11 •/(r) (1++5/S S1SET rRK Sm
SW W JO.IS.
t..s sR[ET R[TK 64XRMX SU.ACC RDRQOUfK JWOS RO'M Rm1 ONEE O.!%R• BOLT a wn )/.•Wr sc •WRLMSD ng E.D HWE. iRARSf•R LM) OR Tvo 1/4' .L RNLI¢
OV'SOE R[TEDIOrOI[
1. G G1lY. STm ST ESFIIE 2- ELa 91o1r1 STET ID BALL STEEL NOW
MQ. LRCMDID _ ATLLLcoelDcres)nD rARA RES+FATELD. PE. RIKrASAIE]U O< A1rwl Rr OtWAc Year a-eSAiSlawQ1..SA• MS+DC rVlpl
R RDRM . C. /VAS
Jr TALL U-ON 1 a (n f N0111f. CAROL— PC. (2b12
Avr 1R1Tn 1Arr
DCA ES20G. WIY. STEEL UYr.G SCRpR. srAP +Aul f>ri a+or ON SutTMD[saw of TK rraR/w s7wjcn4w mm s DESIGN LOADS: +24.0 PSF & -24. W. VELD sTRocslc so
OUJs'DE EACr SKI[ 5r r M RESIOrS1YA+ OF TIC rDOFESSIOAUl a TEST LOADS: +36.D PSF & -37.0 F
1 3• ' [ a DDOR. rtcoRD FOR M •uaac a sIREIcnALE AIO . A[COImA1K.E1S• IU! . 30 G G1W. ILE. U- IS ST AA1E ROIL i : ) I I. RR/ CLOWNS RURDfX WKS MR M LOADS UMD Or Usti aAwAa yR fete r1_2 EL A 2-+-2-+ r.LrR41 EL[. T11D U-SNS STEE ISCIL [RG1OfE D6 ORAUM•. Rrm is IL1 dl PART NO.: - R• ( CR RDTmr SEC+IDN ONE U-aM OR REM R/IO wxpo1L- • • • • • • • • .; / ,
f' SEC1or, en.) uc+1 IJ-ewr ATTAUD iRACR. wK•' ,r ILA Amcc
wD+ ./.•u/.• SW %WPM SCKVS LOGE qy7 :s1 T Rnfn +r.r yrT
LrrsA 51WW alw+iw 31! Nam SL S1k IAIO
MEN SIRE LaWm EA[+1'SO[i. r aww ttJLRIL rsacTs m TOLERANCES w IDEAL GRMI-* 30_ 45202TelR41- 13-H1-JAy
a _ G .. .o - :.03 wLREwr[Raa F. Ir )-s(.lr ra-1s
n101 ~L rswr 14M^ L
1
NRr r rlr r rw.. r • 3.015 DESCRIPTION: MODEL 6RST W4 16-0 R 8-0: 24/-24.5 DESIGN
13 G rxv. STEEL ROrmr SIEACI'['f. Nw Lr. rr a.r .ow t.O05
e T { / A= +"' D000 . t.Op) DRAWN BY: BNN DATE: 4/18/DO SCALE: NTS nWr
KL
D E Wi ltem. cLE r, oRq' . :T/2' CHECKED BY: WWW DATE: 4/78/DO SKEET 1 OF 1 SIZEVWMEIEArO6Ts. ••''.::f. 711" AV*
AT PR -G r' p N h' P+oject a+ D Nyp M RCHES. DWC. NO.: 102138 REV. ND. 1
a 2 1
PRODUCT PBRPORmnnce ORTR
l
HURRICANE C013E7
n1ETRL--EDGE STEEL DOOR Ill WOOD FRRmE
PRODUCT CERTIPICRTIOn SHEET O I - 0314 , 2: (bAug -1 Nsvj1 6> Valid
for the following side -hinged door arrangements: OPROUE
DOORS - Gv, numim HEIGHT: Single
Door with Sidelite Single Door with Sidelite Single Door with 2 Sidelites Double Doors on
Hinge side on Strike side DOOR
STYLES: A
1313 Ay00
Flush
Arch Top 3-panel 5-panel New England 4-panel Eyebrow 4-panel 8-panel 00 ®®
t 00 9-
panel 5-panel 5-panel with scroll Eyebrow 5-panel Eyebrow 5-panel with scroll SIDELITE
STYLES: 0
CB CB 13 013 ® ® 0 1 130 go
ou 00 a "
U 0 680
Series 129 Series 200 Series 12R, 12L, 23R, 450 Series 152 Series 149 Series 23L,
24R, 24L Series
OP
tSS,C) -SS O IMPACT ' MULTI ME_STL_W0_0P o
Enter. v , Entry
Systems Ou
cw-" wW_ e, W~ -w. o..nrrrn.. Onq rr P'.M. Mu! frOrn ro cNq. .aww rwKa
M I A M I. MADE N11AN11-DADE COUNTY, FLORIDA
r METRO-DADE FLAGLER BUILDING
13UILDINC CODE COMPLIANCE OFFICE
ME"rR0DADE FLAGLER BUILDING
140 WITS -I- FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130-1563
PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375-2901 FAX (305) 375-2908
Premdor Entry Systems (:ONTW%C:1'0lt I,ICFNSING SECTION
911 E. Jeferson, P.O. Box 76 (305) 375.2527 FAX (305) 375.255X
Pittsburgh ,KS 66762 coo*rR,\Cr01t ENF014CF.TIF-NT DIVISION
305) 375-2966 FAX (305) 375.2908
11140DUCI' CONTROL DIVISION
305) 375-2902 FXX (305)172-6339
Your application for Notice of Acceptance (NOA) of:
Entergy 6-8 S/E Inswing Opaque Doable w/sidelites Residential Insulated Steel Door
under Chapter 8 of the Code of Miami -Dade County -governing the use of 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 jr material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the
use of such product or material immediately. B'CCO reserves the right to revoke this approval, if it is
determined by 13CCO 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.: 01-0314.23
EXPIRES: 04/02/2006 Raul Koarlguez
Chicf Product Control Division
THIS IS TILE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMMITTEE
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: 06/0S/2001
Francisco J. Quintana, R.A.
Director
Nhanu-Dade County
Building Code Compliance Office
1sWS0001\pc1000\\templates\notice acceptance cover page.dot
4iii
Ori
44
Premdor Entry Systems ACCEPTANCE No.: 01-0314.23
APPROVED
JUN 0 5 2001
EXPIRES April 02, 2006
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. SCOPE
1.1 This renews the Notice of Acceptance No. 00-0321.25 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/E Inswing Opaque Double Residential Insulated Steel Doors with
Sidelites-Impact Resistant Door Slab Only and its components shall be constructed in strict
compliance with the following documents: Drawing No 31-1029-EM-I, Sheets 1 through 6 of 6,
itled "Premdor (Entergy Brand) Double Door with Sidelites in Wood Frames with Bumper
Threshold (Inswing)," prepared by manufacturer, dated 7/29/97 with revision C dated 01/11/00,
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 pair of doors and single door only, as shown in
approved drawings. Single door units shall include all components described in the active leaf of
this approval.
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. LABEILINC
5.1 Each unit shall bear a permanent label with the manufacturer's name or lobo, city, state and
following statement: "Miami -Dade County Product Control Approved".
6. 131J1LDINC PERMIT REQUIREMENTS -
6.1 Application for building permit shall be accompanled 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 icial or the South Flnrida Building Code
SFBC) in order to properly evaluate the installat' f hiss stem
TMaelerez, P.E.Product Co tt ExaminerontrolDivision
j
J
Premdor Entry Systems ACCEPTANCE No.: 01-0314.23
APPROVED JUN 0 5 2001
EXPIRES April 02, 2006
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
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,
are 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.
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.
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 ol' 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.
S. Failure to comply with any section of this Acceptance shall be cause for termination and removal of'
Acccptancc.
This Notice of Acceptance consists of pages I, 2 and this last page 3.
END OF THIS ACCEP"'ANC "
N13114 Perez, P.E., Product Con r6l 'xaminer
Produ ntrol Division
PREMDOR (ENTERGY BRAND) DOUBLE DOOR
WITH SIDELITES IN WOOD FRAMES
WITH BUMPER THRESHOLD (INSWING)
1 8 1/2
MAX
37 1/4• 74• 37 1/4' -
MAX
MAX MAX
4.
SONG II.Rcs_ MAX NAx
1[c •OR 5 ..,. MAX 5• MAX MAX
IS' OC IS D[ IS' O.0 15' OC1 r IS' 0C. 15' OC. 15. O.C. IS I
MAI MAx MAX MAX MAX MA% MA; MAX Mi
10rs1 1 2• rNVSiNcKNIsla yM1,
I
1
17 1/ MAX
OC SPACING 1 slant
d iia
Ir
01. 11/I1
1/ MAX I
10• OCr
161
OOR
LOCH
t•
1 151 IN EACH INSIDE Pxl +
oSACING 22X 64' j
5 I/2' ! 1
MAX
OLD I7 !/ •
MAx jl OCSPACINGIA'.00 ox.[IIt-its j C7
I/i!' MAX C
SPACING /t3'I0C 1
1/2' MINIWAI CMIt DN(NI 60
11/16' t
6
AX L I AV Ij i ai
ow r(•S t 3141. Q) Mi C.. wY16, rr« I..CLrS 15, OC. IS' OC- IS' OC. IS' OC. 15. OC 15. OC, IS' D.C. IS' O.C. MAX
MAX MAX MAX MAX MAX MAX MAX I'
MAX 5' MAx MAX ,. 5'
MAX —I M.
X SIML[
S sCc
NOTE ! ATTACH
ASTRAGAL THROW BOLT NB x 1 LONG STRIKEPLATETOTHEHEADERINALLREMAININGANDTHRESHOLDWITH1110x13/4' HOLES Ft.
ATHCAO SCREWS NOTE
S _J(
1) '.
COD BUCKS BY OTHERS MUST BE ANCHORED NO x 1 3/4" LONG PROPERLY
TO TRANSFER LOADS TO THE STRUCTURE. FLATHEAD SCREWS 2)
111[ PRECEDING DRAWINGS ARE INTENDED Tp L.H. INSWING R.H. INSWING QUALIFYTHEFOLLOWINGINSTALLATIONS. A
WOOD FRAME CONSTRUCTION VHCRE DOOR SYSTEM
IS ANCHORED TO A MINIMUM TWO BY WOOD OPENING
ASTRAGAL B
MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR
SYSTEM IS ANCHORED TO A MINIMUM TWO BY APPROVED ASC0161PLYINGNTH THE STRUCTURAL WOOD
BUCK. C MASONRY
OR CONCRETE CONSTRUCTION WHERE F DOOR
SYSTEM
IS ANCHORED DIRECTLY TO CONCRETE OR MASONRY
WITH OR WITHOUT A NON-STRUCTURAL ONE BY
WOOD BUCK. 3 ALL
ANCHORING SCREWS TO BE 010 WITH DESIGN P
UK RATINGS VHERE VATER
INFILTRATION CQUIREMENT IS
NEEDED t WHERE VATER
INFILTRATION REQUIREMENT IS
NOT NEEDED Positive NOT
APPRV Xc By-gati
e NOT APPROVED M SOUTH lIQ¢
jQA U OING COODE ev PRO
CT
CONTROL OIVISI BUILDI CODE
COMPLIANCE OFFlCH M M
1 Ile EMBEDMENT INTO WOOD SUBSTRATE ACCEPTANCENO.OL-03/y.Z.3 F 6'
PFH TAPCONS WITH 1 1/2' MINIMUM EMBEDMENT X UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR ASONRY 4MUST
BE INSTALLED WITH 'MIAMI-DADS COUNTY OVERHANG SUCH THAT THE ANGLE BETWEEN THE EDGE OF CANOPY OR OVERHANG I1 APPROVED' SHUTTERS
10 SILL IS LCSS THAN 45 DEGREES. UNLESS UNIT IS INSTALLED IN 5 THREE
STAPLES PER SIDE JAMB INTO HEADER ON SIDELITES NON -HABITABLE AREAS WHERE THE UNIT AND THE AREA ARE DESIGNED TO AND DOOR,
THREE STAPLES PER JAMB INTO THRESHOLD ON ACCEPT VATER INFILTRATION. S ! D[
L !TES AND DOOR 6 LATEX
SEALANT TO BE APPLIED AT SIDE BY SIDE c I me coultY MOo1nCAmms IIMIIiUI[SS101[)
fIK IL N4 1lTlrL.101iPAAS
JAMBS AND
SIDELITES LXIB610NS111[SS1bl(1,SIB, MtRDOORc 1(AX(At10.1 12n1w7 7 DOCR/
SIDELITE HEADER, DOOR/SIDCLITE JAMBS, AND SIDELITE BASE i CORNERS ARECOPEDANDBUTTJOINEDs..u.cmoaimvrslwlrcl Iq pH.
S. - B DOORS $!
TALL BE PRE -PAINTED WITH A VATER-BASED EPDXY RUSTN.T.S. PRLMDUR LNIRYSYSIEMSINHIBITIVEPRIMERPAINTWITHADRYFILMTHICKNESSOF08TO1.2 MIL. 31-1029-EM-1 9 fPty
S SHALL 3E PPE -PAINTED VITH AN ACRYLIC LATEX VATER-BASED/ III LTTcw SHEET 1
OF' 6 AIrR_gErnrlglE ':H!TE PRIMER VITH A ORY FILM TH!CKNESS OF 09 TO 1.2 MIL. PIIIS sS661(d F(VISlat
Lou C
Lmbmm
1/2,
GLASS BITE
INTERIOR
MAX
MAX ry
Mw:
j Tm „
A ;"411wl111r, I Ii t' INsm"10000)
GLAZING DETAIL
SHERVIN VILLIANS 950A
EXTERIOR GRADE LATEX CAIIIX
INICRIOR
r
1/8' TEMPERED GLASS
EXTERIOR
SECTION A -A
INSWING OTHER CONFIGURATIONS
SEE GLAZING DETA
7 1/4'
MAX
XXQ xi
MAX MAX MAX
MAX
XG T. .
AP;;90VFEl ,S CC .'PLYI.YG NTH THE
SGunyy +rtt, ,y! Jv UJ,L Tnaene u,
J,
BY P6iJ
L: :^
Ii2CL01'' lS:0N DU•LCi::
G CCOc C: ` PLJANZE OFFICE %l Su[ WECMWlV ,
ODII(CAIIOrS ADDED PALE ] (
0001 OPTIONS DD SEXLWS
10 LIl[ IDWS l 60 011(
i P" COL XMl+l1O>t 3..• NWY
SYSILMS
3i-1029-EN--1 SHEET 2
OF 6
MA I EHIALJ LIS I
01
1/4' SHIM MAX
t— 3/4'
5 6 , •
80 11/16'
MAX ..
INTERIOR ..
79 5/16' • . •.
MAX
t.
FIN. F
SECTION
r
2 BY WOOD BUCK
17
1 1/4-
1
O
EXTERIOR
4
1 3/4'
1 1 / 4 "
ITEM NO. DESCRIPTION PART NL14BER COMMENTS
1 WOOD HEAD JAMB EM-14 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
Q COMPRESSION WEATHERSTRIP Em-25 LaCKSCREEN BRAND LQXSEAL(BRONZE)
3 ALUMINUM ASTRAGAL EM-12 PREMDOR BRAND OR EQUIVALENT- 5/8' ALUMINUM ASTRAGAL
4 ALUMINUM -BUMPER THRESHOLD EM-15 PREMDOR BRAND OR EQUIVALENT - 1 1/4' x 4 9/16'
TOP CHANNEL EM-08 1PREMDOIR BRAND - 111/16' - 20 GA STEEL
6 STEELfillSKIN
an I'll26 (p1 424 ODD) R ItNmRR "a 4St Vol If YF
7 POI YURFTHANFFFIAM CORE BASF FOAM - DENSITY 2.0 TO 2.5 lbs./ft'
BOTTOM CHANNEL EM-07 PREMDOR BRAND - 1 11/16' - 20 GA STEEL
9Q WOOD LOCK BLOCK EM-09 4' X 9 1/2' MTL. TO BE PINE OR EQUIVALENT
ID STRIKE STILE EM-06 PREMDOR BRAND - 1 II/16' - 20 GA STEEL
it HINGE STILE EM-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 1HAGER BRAND HINGE OR EQUIVALENT - .097 THICK (STEEL)
4 WOOD HINGE JAMB FM-13 11 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
15 110-24 x 1/2' F.H.M.S• 4) SCREWS PER HINGE INTO DOOR
INTO16110X2' F.H.W.S. SCREWS THROUGH HINGE JAMB SIDELITE JAMB. 9, DOWN ROM i ,
MAX 18' O.C. THEREAFTER
ID) SCREWS THROUGH STRIKE JAMB INTO SIDELITE JAMB, 4' DOWN FROM TOP
X 8' OZ. THEREAFTER
6) SCREWS THROUGH EACH SIDELITE JAMB INTO SIDELVE, 4' DOWN FROM
TOP, MAX 15' O.C. THEREAFTER
17DIIENIyl
MV.S V/MINV
I #
I/N N ilePFHfAPO1NSII?DIIK IENBE REFER TO ELEVATION vlEv, FOR B OF SCREWS USED AND LOCATIONS le
010 X 3/4' F.H.W.S. 2) SCREVS PER HINGE INTO JAMB 19
18 x 2' F.H.W.S. 2) SCREWS AT EACH STRIKE PLATE LOCKSET
KWIKSET BRAND 200 LOCK OR HARLOC BRAND 100 LOCK I
10 X 1 3/4' F.H.W.S. 2) SCREWS PER HINGE INTO JAMB WOOD
SIDELITE JAMB EM-18 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 22'
X 64' SINGLE PANEL GLASS CM-19 TEMPEREAR TLMSSRED IN
POLYPROPYLENE FRAME- OC-1643 - (ODL-2 GLASS
SIDELITE
TRIM (WOOD) EM-20 5/16 x 1/2' MTL. TO BE PINE OR EQUIVALENT tWOODCASINGEM-21 rOR •SIDE BY SIDEBJµBNE AS M LLIONNSNt - !TENS ARE »a DINGS USE( WOOD
SIDELITE HEAD JAMB EM-22 1 1/4' X 4 9/16' MTL. TO BE PINE OR EOUIVALENI WOOD
SIDELITE BASE EM-23 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT POLYPROPYLENE
LITE FRAME DC-1643, ODL-2 HP Polypropylene by DDL a6
X I 1/2' PAN HEAD SCREVS 18 PER FRAME jpREE CEEDi4OC THERE AFTER. H SIDELITE STILES
EM-26 15/16' X 1 11/16' MTL. TO BE PINE OR EQUIVALENT n PIN
NAIL 3/4' LONG NAIL, 4' IN FROM END, MAX 8' OC. IHERAFIER, USED ON MULLIONS AND IRIM 4 9/
16" DOW SILICONE
D995 LIRIIS- U%[
SS NOTED, FRAC. DEC XIMIDNS ONLESS
NOTED, SID. CON1. 101.1 TPPROVEO AS
COMPLYING WITH THE SOUM FlJ
J'1JFp QI,)
1 I qE C,:IE
n (J OR ByPREM
DUR EY Pnoou rDYTROL
DINnSrA / 9111. IFFERSE1r( DUI' -DING CODE
C01.*40%14rE C4 TTCE P! I lSB1Rt,. KS. W&? ACC; pl".rP
en 0 V. 2 j MIL /-r7-11/
I NTRY SYSTEMS DAD[
COUNTY MODIFICATIONS
11/II/0I 1 J IDDED PAGE 5 (
DOOR OPTIONS) 10-I-9B R REVISIONS DALE A?
ENIFR,Y
SIFE, FF FOR (IT -B) SCALE 131-1029-EM-
1 1 SHEET 3
OF 6 fREVISION LOUR B
2 BY WOOD BUCK
C 1/4' SHIM MAX
3/4"
79 3/160
INTERIOR MAX
80 11/16" IMAX
l
z BY vooD BUCK
SECTION C-C
1 1/4"
EXTERIOR
PLEASE SEE "GLAZING DETAIL"
DRAWING #31-1029-EM-I
SHEET 2 OF 6
r- 1 1/4"
DOW SILICONE #995
EINII& UNLESS N0110, FRAE. ' aC
EXIROSIENS LKESS OR SIB 01. foLls. —
JGINFFR
APPROVED AS CWPLYING VAN THE
Si- IttFl.ft)?AEURDINGCODE BR. BY R. S. DATE - -
tlYTE— InY o f PREMDDR EN1RY SYSTL
911 E. lEffERSON
PRCjM, TC 1TROLDiviStO1 piliSBtitO, XS.. 6676? U;fL:'fG CODE COL!PLtAN^iCE
CEFT r;CE no.Or - 0 3
0
m
D BADE COUNTY MODIFICATIONS iUioi 1 A
2-99 RS
AN(,. to-i-99 RS
A ADD SCRLvS TO Lm FRAME t wtERIAt list 298.97 R.S.
1-1029-EM-I
SHEET 4 nF 6
REVISION 1E11ER p
t
OTHER DOOR CONFIGURATIONS
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f P•"
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31-i029-EM-I
SHEET 5 OF 6
RNISION 1.11RR
OTHER DOOR PANEL STYLES
36"
M A X
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79 4116" OD OD U ,0 on 000000
jjj 00 000000
MAX go 00 Ll pp 000°n
BLANK TOP 6-PANEL 4-PANEL 9-PANEL 10-PANEL 18-PANEL
4-PANEL
OTHER SIDEEITE STYLES.
3 6 "
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79 F/167
0 0
MAC o a
SL-10 SL-20 SL-30 SL-60 SL-50 SL-509 SL-69A SL-698
0o 00 n0
00 00 00 00 00 00 00 00
PD-1 PD-2 PD-3 PD-4 PD-5 PD-6 PD-7 PD-8
00 10
so 00 OD OD DD OD
000 101 00 00 a0 00 00
FLUSH 8-PANEL CROSSBUCK 12-PANEL 4-PANEL 5-PANEL 5-PANEL 5-PANEL 5-PALL
EYEBROW V/SCROLL EYEBROW EYEBROW
V/SCROLL
i 0 10
0 0 1 1 0, 0
SL-69C SL-25 SL-55 SL-300 SL-40 SL-90A SL-908
IBMlull
00 00 00 00 00
PD-9 PD-10 PD-11 PD-12 PD-13 PD-14
1 ii i
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1 11 11 i
1 II it i , 111
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0 0 o a O U 0o0 1311 oas
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SS witP. IRA
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00 DO
PO-16 PD-17
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PD-33 PD-34
31-1029-EM-1
SHEET 6 OF 6
RIVISO L11t[R
r.
t
TRUSS INDEX SHEET
Per Rule 61 G15-31.003 of the Florida Board of Engineers
Customer: BEAZER
Job Identification: ZVS225BD
Address 1 CALABRIA COVE
Address 2 LOT 34
Jurisdiction: CITY OF SANFORD
General Buildinta Design Information
Florida Building Code - 2001
ANS11TPI 1
Design Loads
Roof: 37 PSF
Floor: -
Wind: 120 MPH ASCE 7-98
Engineer of Record
Or Building Designer: THOMAS J. ANDERSON OF ALTAMONTE, FL PE # 47819
Alpine Engineered Products Design Software
SMYTH LUMBER CO.
ROOF TRuss DMSION
2722 SOUTH APOPKA BLvo.
APOPKA, FL 32703
407-299-1522
FAx: 407-299-9153
v
Seal Date: 14Jan-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 Retail Designs: Std. Gable, Strict. Gable, Corner Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42
Number of Drawings:
Truss ID:
R3
R15
R16
R14
R13
R12
R11
R10
R9
R8
R4
R2
R1
R17
R18
R7
R6
R5
K1
E1
C1
C2
22 Plus Standard Details and Placement Plan
Professional Engineering Certificate of Authorization 09218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers
40a 120
2c
a w o' 60 4
3/16' D
T0/'XS W/
RAY£D IfELS e
0' 12, 6' DACK r ON n; j;x . v2'
ON FRALC WALLS MYTH
UUMDEF GO. ROOF
TIZUS67 DIVV ION 2722
50UTH AFOFKA 6L-VE) AFOFKA,
FL. 32703 407)
2qq - 1522 FAX (
407) 2qq - g153 Engineering
Certificate of
Authorization # g216 NOTES :
rV
ti TT Fh rIf DLlAERS REtra4 0TY 10 VB(F'
Y TWY" FLAak NT MAN AN] 1Rt!h
OESRN MA~ M.M l F" CO MON` "
OE`K" NTENT. dUTRUct SEOTM (
A. rO AP, -Alm FW 61 AFFROVI, NALC
FRNT) -_.--.------------- AW-P -----.-_-.---------
55- a
DATE ----------- _-_ 2) M-
5-F5 M15T NOT 0E CUT 09 ALTERED N ANYWAYMTHLVTr" ALTKWATILN DY °A1YTH
TRV"h COF/ANY. 31 TnIF
x5 CO THAT ARET09ALTERED WMVJT AIJTI
MZATUN WLLBE rffARED OR REPLACID
AT CuSTOADN DrEN5E. LS a
41 DACKCHIO I of ANYMIZUT KM WLLNOT DE 52a T SMYT
COW)" DY
5A1YTHT
eyh COWANY. DETAILS: 0 REFER TO
rB
9 $L&*1EWATgh FOR HAXILM, fhTALA.AT1L*( eMMrORARYMUNWCUMTO
ETYI`CEM
WAVN95 PLR FE1Ye1f21T DRA" REQRED 2)
ALL TRUSSES QJCILVM
TRiIY£S I:fWRR VALLEY FM&" MIiT SK= Cp81.ETELY
DECKED OR RMT TO VALLEY
TMhS CETAl.S FLR ALIMIATE
DRA(AVG REO #MM94TS
j) ALL VALLEYS TO
DE COMIENTRNALLY FRALV DY DUPER q)
NTEMOR LOAD MANY
WALLS HANGERLEGEN ALL ROOF IRUSS
HWK&
S TO DE `XF5M 24 OR " CANT -6AAI
TFD24 LME55 NOTED OTH`_RWJE LISP
KANT-SAG H -
HU526 OR TFUM
HHUS26-2 OR THo26-
2 CO - H1M1S28-2 OR
TH028-2 FMS46 OR TH048 1.
0, m - HGUS26.
2 OR THOH26-2 jl-k 3 M -
HGUS26.2OR THOH28-2 C 's%s lJJJJ
4 - HCLWS-3
OR THOH28-3 0- SULAVIO OR SKM10.)
R m - HGUS48 OR THOH48
t y - THM22 OR
MSH422 12 a 4' i
20' l5" ®- THAC422 OR MS144221F HUC410 OR H04101F The
Truss Engineer's
seal, when apoGLW confimtsIhs dacement of Uro truss framingasit O tHaazs OR H )czs relates to the Truss
de s spsdfic or this structure. The truss framing is based the caNTR T- review of plans, drawingsandspecificationsprovidedbythebuffdlrgdesignprofuess°"bral. DE AZEEC HOME JThede n essional
has final al of the truss hamwg aridlor truss G N u '"""' ;'t` t
plan. The desl'gr1 at thetempaarypermanent bracklg, Hte duptragm system, V 22 ! E G shear wads and atruchxaf
elements to'resisf lateral bads from wind endlor seismic activity is -- s 6M:. the responsibility
of
the
Iwldingg desr'gn professional. Additional app, roval by the buildingty --_ THE Jf `:) rig
q,: design professbnal
shad incbde, bu[ not belimited lo, design badulg, lengths, profiles, DATELAYour D CR vrJ B' F c pitches and
depths. - 4:Voba0Y1ZV32Y5Of31.VrYZ56dvfifY.1RQ0Y- '` `-
NLME VLGt Zv52:5D0 J
r
Y
LVZ)CLSTSU - K1) inlJ UMU rRcrgKcU rRVrl LvnrU1cN Inrvf LLVAUJ * ULMERJIVn J) JUDMLlir Of IKUJJ nrM..
TOP CHORD 2x4 SP 3 120 MPH WIND, 9.10 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE_
BOT CHORD 2x4 SP 3 IN ROOF, CAT II, EXP B, WIND TCOL=5.0 PSF, WIND BCDL=5.0 PSF.
WEBS 2x4 SP 3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC.
DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD.
5X4- 5X4=
2X4(Al) m 5X4 - M(Al) -
1-0 0 1-0-0
I_ 4-0-0 _1_ 12-0-0 _1_ 4-0-0 _1
LIE 20-0-0 Over Continuous Support
R=80 PLF U=26 PLF W=20-0-0
Note: All Plates Are W2X4 Except As Shown.
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD la QTY:1 FL 1 R Scale 3125" Ft.
WARNING TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND
BRACING. REFER TO HTo-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 O'ONOFRIO OR., SUITE 200. MADI56N. YI 53719). FGI SAFEST PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERNTSE INDICATED, TOP CNORD SHALL HAVE PROPERLY ATTACHED
STRUCTURALIURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
HPOR TANT" FURNISH A COPY OF TH{S DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR TODEVIATION FRON TH[5 DESIGN; ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMANCE WITH TP1; OR FABRICATING. HANDLING. SHIPPING. INSTALLING ANO
BRACING OF TRUSSES. TN IS DES IGtl CO NF 00.MS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPEC IF Ir AI 10N PUBLISHED BY THE AHER IC AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF 206A AST M A6S3 GR 40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO
EACHFA7C: THISACCEPTANCEOOFTPROFESSIONAIRS PERATHEUSEALSONTTH15HEAW1DRAWiNGSET1NOED
M A-
49'.iu_ IF1•. /
E
1 NO"4yZ7 4 ^
7f
1 STATE OF si
4 *,/,
TC L L
TIC D L
BC DL
BC L L
T 0 T . L D .
2 0.
7.0
lO.O
D .
37.0
0
D
P S F
P S F
PSF
P S F
P S F
R E F R 3 52-- 6 0 0 7 3
SMYTH LUMBER CO.
ROOF TRUSS Drv{s{oN
2722 SOUTH APoPKA BLVD.
APOPKA, FL 32703
407-299-1522
407-2989153
DATE 11121102
DRW SLTUSR 352 02325493
S L T - E N G / WM R
S E Q N 10952
D U R. F A C. 1.25 FROM SBPROFESSIONALENGINEERINGORAWINGSFACE160A0.ISS' TCATESN ENGIOEERIN6
pE5PON5181 ITT SOLELY f0R THE TRUSS COMPONENT DES7 GN SHOWN. THE SUI TABIL[7 AND USE OF TH [S na aE
CERTIFICATE OF AUTHORRATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER
ANSI/TPI 1-1995 SECTION 2.
NO V 21 SPACING 24.0"
LYJLCOISU - KZ
TOP CHORD 2x4 SP #2 J 2 2x4 SP #1 Dense:
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC.
5X4m
I'll ,,,, ,, , 1..,11 ..,...,, ,. .., ,,. ,-..., v .,-' ., „ . ...,,
120 MPH WIND, 9.60 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.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD.
4X6=
T2
6 F—
I
I L :: 6
8-0-0
5X4= 2 X A 111
2X4(A1) = 2X4(A1)
1J0-0 L1 0-0
L 6-0-0 I 8-0-0 _— 6-0-0 _I
20-0-0 Over 2 Supports
R=798 U=258 W=8" R=798 U=258 W=8"
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 1 a OTY:1 FL 1 R Scale 3125" Ft.
WARMING'- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND
BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M. q,,_ T C L L 20.0 P S F R E F R 3 5 2
INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200. MADISON. NI 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.
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
BU ILO THE TRUSSES IM CONFORMANCE W(TH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AMO
BRACING OF TRUSSES. THIS DESIGN CONFORMS WIT APPLICABLE PROVISIONS OF MOS (NATION AI DESIGN
SPECIFICATION PUBLISHED BY THE AMERICAM FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF 206A ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO
YQQZ1FI'•.
I No.42704 •
STATE OFk , s AA
T C
BC
B C
TOT.
D L
DL
L L
L D .
7.0
10.0
O .
37.0
O
P S F
PSF
P S F
P S F
DATE 1 112 1102
SMYTH LUMBER CO.
ROOF TRUSS DIVISION
2722 SOUTH APOPKA BLVD.
APOPKA, FL 32703
407-299-1 S22
DRW SLTUSR352 02325494
S L T - E N G WM R
S E 0 N 12464
FAx: 407-299-9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER L7•..
DUR.FAC. 1.25 FROM SBPROFESSIONALENGiNEEWNGORAWIN6S160A.Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPONSIBILITY 50LILY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
AA EpN
SPACING 24. O n r
CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING Of S16NER, PER
ANSI)IPI 1-1995 SECTION 2.
H 0V 2 1
r
ZVS225BD R3)
a a
IH1J UNb PKtPAKtU tKVM LVMPUItK 1NPU1 (LUAU) & U1Pit NJ1UND) JUHM1lltU HT IKUJJ MI-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.
2X4(A1)
120 MPH WIND, 10.10 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED J
WITHIN 4.50 FT FROM ROOF EDGE, CAT ti, 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. 7
5X4= 5X4-
2X42X40 6
r— —I 6 8-
0-0 2
F,X4 - 5XA 2X4 (
A1) m 101
i-oo 1_
8-0-0 _I_ 4-0-0 _1_ 8-0-0 _I 20-
0-0 Over 2 Supports R=
798 U=258 W=8" R=798 U=258 W=8" PLT
TYP. Wave TPI-95 R Desi gn Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 3125" Ft. WARNING' -
WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND TO
HI6 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE,
SBJ D'OXOFRIO OR .. SUITE Z00, MAO ISON, NI57719). FOR SAFETY PR At TILES PRIOR TO PERFORMING THES(
FUNCTFIO UNLESS OT.ERY ISE INDICATED, TOP fMORO SHALL HAY, PROPERLY ATTACkEO STRUCTURAL PANELS.
BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"` FUR
ISM 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 ANO BRACING OF
TRUSSES. iH lS OE SI GN CONFORMS IT. APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 5PEC IF
ICATt0N PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINEPl CONNECTORS AREMADEOFZOGAASTMA653GR40GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE
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DRW SLTUSR352
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AUTHORIZATION #9218COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI(TPI
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SPACING 24.0"
LVJZZSUU K4) ini3 uMu rmCrAKCu rnun LvrlrUICK lRrUI (LUAUJ a ULMCKJiU"a) 3UDMIIICU DI IKuJJ nrK.
TOP CHORD 2x4 SP 2 120 MPH WIND, 10.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
BOT CHORD 2x4 SP 2 WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
WEBS 2x4 SP 3 BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD.
5X4-
i
0-6-7
F
2.5X4(__,
8-0-0
i O--
19-7-8 Over 2 Supports
R=719 U=207 W=3.5" R=791 U=267 W=8"
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:3 FL 1 R Scale 375" Ft.
WARNING— TRUSSES REQUIRE E%IREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND
BRACING. REFER TO HIB-91 (HANOLIMG INSTALLING AMO BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 D'ONOFR1 OR SUITE 260, MA ISON, WI 531191. FOR SAFETY PR AC TiCE$ 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.
IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS, INC. $HALL NOT BE RESPONSIBLE FOR AMY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
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SMYTH LUMBER CO.
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11121102, DATE
DRW SLTUSR352 02325496
SLT-ENG WMR2722SOUTHAPOPKABLvD.
APOPKA. FL 32703
407-29gT522
FAX: 407-299J9153
BUILD THE TRUSSES IN CONFORMANCE WITH TPi: OR FABRICATING. HANDLING. SHIPP i NG. INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH AP?UCABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPEC IF ICATIOM PUBLISHED BY THE ANER ICAN FOREST AXD PAPfR ASSOCIATION) AND TPI. ALPINE
CONNECTORS AR[ HADE OF 20GA AST A653 G0.40 GALY. STEEL. E%CEPT AS NOTED. APPLY CONNECTORS TO^ti OR O•' EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER
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OUR. F A C . 1.25 FROM CS BPROFESSIONALENGINEERING
DRAWINGS 16O A-2. THE SEAL OM THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RE5POMSI LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
CERTIFICATE OF AUTHORrzATION #9218
If
COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESP0 NSI8IL IT OF THE BUILDING DESIGNER, PER
ANSI/TPI 1-1995 SECTION 2.
Nov 21 '02 SPACING 24.0"
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BOT CHORD 2x4 SP #3
WEBS 2x4 SP #3
SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC
0-3-15
5X4=
100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15.00 FT MEAN
HGT,ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND
BC DL = 5.0 PSF.
DEFLECTION MEETS L1240 LIVE AND L/180 TOTAL LOAD.
6 brTT
2-4-3
8-0-0
2X4 (Al)
0-0-9
I_ 4-0-9 _1_ 7-7-10 _I
11-8-3 Over Continuous Support
R=118 PLF U=30 PLF W=11-7-10
Note: All Plates Are W2X4 Except As Shown.
T TVD I.I.— TDT-OGID n
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, 58J D'ONOFRIO DR., SUITE 200. MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE. INDICATED. TOP fHORD SMALL HAYE PROPERLY ATTACHED
SMYTH 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
T TPI; R FABRICATING,HAX NSHIPPING.INSTALLING AND2722501Ti'HAPOPKABLVD. BUILD THE TRUSSES 1N CONFORMANCE WI H I. O HANDLING. I L G
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407-299.1 522 SPECIFICATION PUBLISHED BY THE. AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO
FAX: 407-2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
DRAM INGS 160 A.Z. THE SEAL ON TH SOD RANIN6 INO ICATES ACCEPTANCE OF PROF E5510NAL ENGINEERING
PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS CMPONENT OF SI GN SHOWN. THE SUITABILITY ANO USE OF THIS
CERTIFICATE OF AU111OR17ATION 49218 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER
ANSI/TPI 1-1995 SECTION 2.
1 No.42704
STATE OF
t1
llpaetLE ,
NOV 21 '
rL/-/11-/-/K/-
TC LL 30.0 PSF
TC DL 15.0 PSF
BC DL 10.0 PSF
BC LL 0.0 PSF
TOT.LD. 55.0 PSF
DUR,FAC. 1.33
SPACING 24.0"
Scale=.375"/Ft.
REF R352--60077
DATE 11/21/02
D R W SLTUSR352 02325497
SLT-ENG WMR
SEON 12630
FROM SB
LV3CL70U - KO
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
nLa uMu —Ec mCV rnuri vrirui[n lnrui LLVMUJ 0 UUIL"OIURaj 3UDruIIEV 01 1nuai nrn,
100 MPH WINO SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15.00 FT MEAN
HGT,ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND
BC DL = 5.0 PSF.
DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD.
SHIM ALL SUPPORTS TO SOLID BEARING.
4X6-- 3X4 (R) III
T
1-4-3
10-0-0
8-0-0
6-0-0 5-7-10
8-8-0 2-11-10
11-7-10 Over 2 Supports
R=774 U=219 W=8" R=616 U=197 W=3.625"
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 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 AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 587 D'OMOFRIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESSOTHERWISE INDICATED, TOP CHORD SHALL HAY, PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CE IL IN,.
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i i / i (1••,-•v(
rw trGi (P >
T C L L
T C DL
30.0
15.0
P S f
P S F
R E F R 3 5 2-- 6 0 0 7 8
SMYTH LUMBER CO. DATE 11121102
DRW SLTUSR352 02325498ROOFTRUSSDIVISION
2722 SOUTH APOPKA BLV/D.
APOPKIL. FL 32703
407-299.1522
FAIL: 407-295Y9153
IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS, INC. SHALL NOT BE RESPO MSiBIE FOR AtlY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND
8RACtNG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPEC If ICAT1011 PUBLISHED BY THE AMER ICAN FOREST AND PA ER ASSOCIATION) AND TPI. ALPINE
CO""ECTOR$ ARE MADE OF 20GA AS TM A653 6R40 GALV. STfEI. EXCEPT AS NOTED. APFLY CONNECTORS TO OR,O:.Y
EACH FACE DF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
s NO"42704 •
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RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS 41A "
CERTIFICATE OF AUTHORtZATION 1*218 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING OfSIGNER, PER
ANSI/TPI 1-1995 SECTION 2.
Nov21 ' SPACING 24. 0
r-
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TOP CHORD 2x4 SP #1 Dense :T2 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.
SHIM ALL SUPPORTS TO SOLID BEARING.
100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15.00 FT MEAN
HGT,ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE.
DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD.
5X4= 2.5X4
8-0-0 3-7-10
8-8-0 2-11-10
j- 11-7-10 Over 2 Supports
R=774 U=219 W=8"
T
2-4-3
10-0-0
8-0-0
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PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 1 a 0TY:1 FL l R Scale 375" 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. 583 O'ONOFRIO OR., SUITE 200. MADI$DN, NI 53719}. FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLE S$ OTHERWISE INDICATED, TOP CHORD SHALL MAY PROPERLY ATTACHED
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT`• FURNISH A COPY OF THIS DESIGN TO THE lNSTALLAT ION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROMTHIS DESIGN; ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALL IN6 AND
BRACING OF TRUSSES. TI4IS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
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lr No.42704 •'
lSTATEOF ' Q`
Acam C R1 P
TC
TC
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TOT
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DL
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30.0
15.0
10.0
0.0
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P S F
P S F
PSF
PSF
P S F
R E F R 3 5 2-- 6 0 0 7 9
SMYTH LUMBER CO.
ROOF TRUSS DIVISION
2722 SOUTH APOPKA BLvD.
APOPKA,FL 32703
407-2997 522
FAX: 407-299Q1 53
DATE 11121102
DRW SLTUSR352 02325499
SLT-ENG /WMR
S E O N - 12634
D U R FA C . 1.33 FROM c pJUPROFESSIONALENGINEERINGDRAWINGSIGOAI.THE SEAL ON THIS DRAWING INDICATE$ ACCEPTANCE Of PROFESSIONAL ENGINEERING
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE. SUITABILITY AND USE Of THIS
cPs/Q jAtE
CERTIFICATE OF AUM1IORTZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER
ANSI)TPI 1-1995 SECTION Z.
N0 V 21 SPACING 2 4 0
LYJL[StSU - K21I
TOP CHORD 2x4 SP #2 :T2 2x4 SP #1 Dense:
BOT CHORD 2x4 SP #2 :B2 2x4 SP #1 Dense:
WEBS 2x4 SP #3
SPECIAL LOADS
LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25)
TC From 54 PLF at -1.00 to 54 PLF at 41.00
BC From 4 PLF at -1.00 to 4 PLF at 0.00
BC From 20 PLF at 0.00 to 20 PLF at 10.00
BC From 47 PLF at 10.00 to 47 PLF at 20.85
BC Front 20 PLF at 20.85 to 20 PLF at 40.00
BC From 4 PLF at 40.00 to 4 PLF at 41.00
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC.
SHIM ALL SUPPORTS TO SOLID BEARING.
i nIJ U"u —r—LU rRVVI wrj uI— ,nrur kwn a vi—6-1111w U I -VJJ U
LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED***
120 MPH WIND, 10.60 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.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS.
A) lx4 "L" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR
BETTER. ATTACH WITH 8d NAILS @ 6" OC.
DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD.
5X6- 5X40 5X6= 5X6=
2
3
2-8-4
2.5X4 0 --8 0-0
5X6=
3X6 (F1) -- 2.5X4 III 3X6(A1)
5X6=
1-0-0 16-0-0 _I 10-0
I_ 10-0-0 _I, 20-0-0 _1_ 10-0-0 _I
11-5-0 - 28-7-0
40-0-0 Over 3 Supports
R=500 U=223 W=8' R=225 PLF U=65 PLF W=9-4-0 R=766 U=277 W=8'
Note: All Plates Are W2X4 Except As Shown.
PLT TYP. Wave TPI-95 R Des gn Criteria: TPI STD FL BLDG CODE viAmili QTY:1 FL 1 R Scale 1875" Ft.
WARNING " TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 563 O'ONOFRIO OR., SUITE 200, HAOISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO
PERFORM1 THESE FUNCTIONS. UNLESS OTHERWISE IM0ICA TED, TOP CHORD SHALL HAVE PROPERtY ATTACHED
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTART" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS, [XC. SHALL NOT BE RESPOMS IBIE FOR ANY DEVIATION FROM THISDES iGN; ANY fAlLURE TO
A^
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T C L L
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R E F R 3 5 2-- 6 0 0 8 0
DATE 11121102
SMYTH LUMBER CO.
RooFTltuSsDtvtstoN DRW SLTUSR352 02325500
S L T - E N G WM R2722SOUTHAPOPKABLVD.
APOPKA.FL 32703
407-299-1 sz2
FAX: 407-29891 53
BUILD THE TRUSSES IN CONFORMANCE WITH TP 1: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND '
BRACING OF TRUSSES. THIS DESIGN CONFORM$ WITH APPLICABLE PROVISIONS OF NDS (NATIONAL BESIGN
SPECIEICA TION PUBLISHED BY SHE AMERICAM FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF 20GA ASTH A653 GM40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON TN 15 DESIGN, POSITION CONNECTORS PER
7yC,
tS STATE OF
S
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PSFF S E O N 1 2 5 0 0
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DRAWINGS 160 A-7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGAt
R ESPONS(BILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TH15
4
SPACING SEE ABOVE s t
CERTIFICATE OF AuTV10RIZATION#9216 CompovwANY SECT10PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Nov 21 [
LYJ!-L!)UU - K`1) Inn UNU FKtFAKtLI rKVM LUMFUItH IRYUI (LUAUZ. & UIMtn.lrn» JUUMLIItu OT IKUJZ, PIr K.
TOP CHORD 2x4 SP 2 :T2 2x4 SP SS Dense: 120 MPH WIND, 11.10 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED '
BOT CHORD 2x4 SP 2 :61 2x4 SP #1 Dense: WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
WEBS 2x4 SP 3 BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.20" DUE TO LIVE LOAD AND 0.17" DUE
TO DEAD LOAD.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC.
DEFLECTION MEETS L1240 LIVE AND L/180 TOTAL LOAD.
5X6 = 2.5X4 =— 2X4 III 5X8=
2X4 III T2,
2X4- 2.5X4
6 r— —1 6
2.5X4-
B1 3 5X14=— 2-0--0
8 0 0
X=
3X8(F1) 5X10m 3X12= 5 6
3X6(A1) _
2X4 NI
1.0.0 1-0-0
12-0-0 16-0 12-0-0
8-8-0 11-9-0 19-7-0
40-0-0 Over 2 Supports
R=1538 U=467 W=8" R=1538 U=466 W=8"
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a OTY:1 FL 1 R - Scale=.1.875" Ft.
WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND M. T C L L 20 . D P S f R E F R 3 52-- 6 0 0 8 1BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 O'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FGR SAFETY PRACTICES PRIOR TO /
PERFORM MG THESE FUNCTIONS. UNLESS OTHERWISE (ND {GATED, TOP CHOkD SHAH HAVE PROPERLY ATTACHED / T C DL 7 . 0 P S F DATE 11121102SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
T (' ! !
1
RoaFTRussD[vESION "IMPORTANT•` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED p{o.42704 '' BC DL 10.0 PSF DRW SLTUSR352 02325501PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO s
2722SOLTfHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATIO6. HANDLING, SHIPPING. INSTALLING ANO tj BC LL 0.0 PSF SLT-[NG /4JMRAPOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN $TAPE OFSPECIFICATIOXPUBLISHEDBYTHEAMERICANFORESTANDPAPERASSOCIATION) AND TPI. ALPINE f40749tS7522CONNECTORSAREMADEOf20GAASTMA6ICGR10GALY. STEEL, EXCEPT AS NO7E0. APPLY CONNECTORS TO A' OR,O TOT. LD. 37.0 PSF SEON - 12502FAx: 407-299 9f 53 EACH FACE OF TRUSS. AN UNLESS OTHERWISE L0CAT EO ON THIS DESIGN, POSITION CONNECTORS PER
c
PROFESSIONAL ENGINEERING
DRAWINGS 160 A- I. THE SEAL OH THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER[NG NAfLE D UR . F AC . 1 .2 5 F R 0 M J BkESP0NS181LITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF TMIS
CERTIFICATE OFAuT"oRrzAT1ON #9218 compoNcNT ANSECTION
PARTICULAR
BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Nov 21 ANSUTPI1SPACING24. 0 "
LWJLLDIDU - K1V
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2 :B1 2x4 SP #1 Dense:
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD.
VRV r-r-V 1-1 LLVRUJ O RVJJ ,„R.
120 MPH WIND, 11.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCOL=5.0 PSF, WIND
BCDL=5.0 PSF.
CALCULATED HORIZONTAL DEFLECTION IS 0.19" DUE TO LIVE LOAD AND 0.16" DUE
TO DEAD LOAD.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24' OC.
5X8-- 2X4 01 5X8=
5X6 - 5X6s
2X4"=
2X410
B1 3 5X14= 2-00-0
8 0 0
5X14=
3 X 8 (F1) 6X8m 2X4 III 3X6 (A1)
2 X 4 III
1-0-0 1.0-0
a
14-0-0 12-0-0 14-0-0
8-8-0 11-9-0 W7 19-7-0
40-0-0 Over 2 Supports
R=1538 U=464 W=8" R=1538 U=463 W=8"
PLT TYP. Wave TPI-95 R Desi gn Criteria: TPI(STD) FL BLDG CODE 0TY:1 FL 1 R Scale 1875" Ft.
WARN ING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND
INSTI TV 1F. 563 O'ONOFRIO DR., SUITE 200. MA O 150 N. WI 53719), FOR SAFETY PRAC T[CES PRIOR TO,,,P••.,
BRACING. RFFER TO HIB-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (i0.U55
PLATfU42THESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.704FURNISHACOPYOFTHISDESIGNTOTHEINSTALLATIONCONTRACTOR. ALPINE ENGINEERED
PRODUCTS, INC. SNAIL MOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING ANDlBRACINGOfTRV55€5. THIS DES16N COMFORNS YI1H APPLICAB!E PROYiSfOM$ OF ND$ (NAiIOMAt. DESIGM
SPECIFICATION PUBLiSHEO BY THE AME0.ICAN FOREST AND RAPER ASSOCIATION) ANO TPI. ALPINEOCONNf 'DRSAREMADEOF 20Gh
HE
AG53 GRaO GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO
FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON "" DESIGN, PDSI 110N CONNECTORS PERPROFESSIONAL
i00 PEP.FORMING C
IMPORTANT•• s
OF
hA407-29g1522 4FAX:
T C L L
T C D L
B C D L
BC LL
TOT. L D.
2 0.0
7 .0
10.0
0.0
37.0
P S F
PSF
PSF
PSF
PSF
R E F R 3 5 2-- 6 0 08 2
SMYTH LUMBER CO.
TRuss DIVIsioN
2722 SOLIM APOPKA BLVO.
APOPKA, FL 32703
4-
299-1 22
DATE 11/21/02
DRW SLTUSR352 0232550ROOF
SLT-ENG WMR
SEON 12506EACH
U R . F A C . 1.25 FROM S BENGINEERING
DRAYIMGS 1G0 A-Z. THE SEALON THIS GRAYING INDICATEACCEPTANCE OF PROFESSIONAL ENGINEERINGD RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTOESIGNSHOWN. THE SUITABILITY AND USE OF THIS 24.
0 t r CERTTFlCAT:
OF AUTHORRATION#9218 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSfjTP1
1-1995 SECTION 2. Nov
21 '02 1SPACING
ZVS225BD - R11) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2 :B1 2x4 SP #1 Dense:
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD.
120 MPH WIND, 12.10 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.
CALCULATED HORIZONTAL DEFLECTION IS 0.18" DUE TO LIVE LOAD AND 0.15" DUE
TO DEAD LOAD.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC.
5X8=
2X4III
6X6m
3X80 5X6
5X6iO
6 r —1 6 2X4#
2X4-
2.5X4-
el 3 5X14- 2-0-0
1 0 +8-0-0
3X10- 5X6=
3X8(F1) a 5X10= 3X6(A1)
2X4III
1.0-0
a
1.0-0
16-0-0 8-0-0 6 -0
8-8-0 11-9-0 19-7-0
40-0-0 Over 2 Supports
R=1538 U=462 W=8' R=1538 U=460 W=8"
PLT TYP. Wave TPI-95 R Desi gn Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R - Scale=.1875" Ft.
BYARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND I
BRACING. REFER TO HIB-91 (HANDLING INSTALLING ARD BRACING), PUBLISHED BY TPI (TRUSS PLATE • '4 T C L L 20.0 P S F R E F R 3 5 2-- 6 0 0 8 3
INSTITUTE, 587 O'ONOFRIO OR., SUITE 200. MAO ISO N. VI 53719), FOR SAFETY PRACTICES PRIOR TO FICa'•,'u
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED .f' V- -7%`• T C dL 7, 0 P S F DATE 11121102SMYCHLUMBERCO. STRUCTURAL PANELS. 80TTOM CHORD $HALL HAVE A PROPERLY ATTACHED RIGID CEILING. r G.
1 /
ROOFTRussD1VI510N —IMPORTANT `• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED = n0"42704 i BC DL 10. U PSF DRW SLTUSR352 02325503PRODUCTS, INC. SHALL NOT BE 0.ESPONS ISLE FOR ANY O'IIATION FROM THIS DESIGN: ANY FAILURE TO 71, i
2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE PITH TP 1; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND 1
APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF Q` BC LL 0.0 PSF SLT-ENG /WMR
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE yA` ^ 407-29 1 522 CONNECTORS ARE MADE OF 20GA ASTM A6S3 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TOFAx: 407-299-91 53 ,.,.,,.,.1 T 0 T. L D. 37.0 P S F S E 0 N - 12431
EACH FACE OF TRUSS, AMO UNLESS OTHERWISE LOCATED ON THIS OES IGN, POSITION CONNECTORS PER pN/./ cPROFESSIONALENGINEERING
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 'v„D UR . F AC . 1.25 FROM J BRESPONSIBILITYSOLELYFORTHETRU55COMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS
CERTIFICATE OF A(ITHORRATION #921e COMPONENTFOR ANSECTION PARTICULAR BUILDING
IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Nov 21 '02 SPACING 24.0"
kLYJLLOOU - K.L4)
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
B2 2x4 SP #1 Dense:
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.
DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD.
120 MPH WIND, 12.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 6.50 FT FROM ROOF EDGE, CAT [I, EXP B. WIND TCOL=5.0 PSF, WIND
BCDL=5.0 PSF.
CALCULATED HORIZONTAL DEFLECTION IS 0.14" DUE TO LIVE LOAD AND 0.12" DUE
TO DEAD LOAD.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC.
5X6m 5X6m
5 X 6
3X610
5X6 % (A) > 2.5X4
HS512
1OX10 =
2-0-C
62 3X4
8-0-0
5X6=
3X6 (Al) 3X8= 2X4 pl 3X12= 3X6 (A1)
2X4 III
2X4 AI
2 X 4 of
1-0-0 1-0-0
I_
11-7-0
18-0-0 _1_ 4-0-0 _1_
28-5-0
18-0-0
40-0-0 Over 2 Supports
R=1538 U=455 W=8" R=1538 U=457 W=8"
PLT TYP. Hi h Stren th Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a 0TY:1 FL 1 R Scale 1875" Ft.
v •WARNING`S TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANOLIN6. SHIPPING. INSTALLING AND
BR AC LNG. REFER TO HIB-91 (HANOLIN6 INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE, SB3 O'DNOF 0.10 DR., SUITE 200. MADISO q, NI 57719). F00. SAf ETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDLC ATED, TOP CHORDSMALL HAYS PROPERIY ATIACHE6
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 BF RESPONSIBLE FOR AtlY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMANCEORMANCE. WITH TPI; OR FABRICATING. HANOLING, SHIPPING. INSTALLING AN
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONM ECTORS ARE MADE OF 20GA ASTM A657 GR 60 6Al Y. STEEL, EIC EPT AS NOTED. APPLY CO MNEC TORS TO
EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTOR$ PER
w
r
Ff4
F HI0.42%4 s
QQQ1 STATE OF Q• .' Lo [} / O RI
T E.
T C
BC
B C
TOT
L L
D L
DL
L L
L D .
20.0
7.
lO.O
0.0
37.0
0
P S f
P S F
PSF
P S F
PSF
R E F R 3 5 2-- 6 0 0 8 4
SMrrH LUMBER CO.
RooFTRu55DrvISION
2722 SOUTH APOPKA BLVD.
APOPKA.FL, 32703
407-299.1 522
FAX: 407-299-91 53
DATE 11121102
DRW SLTUSR352 02325504
S L T - E N G WM R
S E O N 12518
DUR.FAC. 1.25 FROM SBPROFESSIONALENGINEERING
ORANI N$1 160 A Z. THE SEAL ON THIS ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPONSIBILITY SOLELY FOR THE TR U55 COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 1,
SPACING 24.0" CERTIFICATE OF AUTHORIZATION #921$ COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER
ANSI JTPI 1 I99S SECTION 2.
N0 2 1
r
LVbZZ!3SU - K1J IKIJ UWU PKtPAKtU tKUM LUMFUlt1( INPUT (LUAU) 5 UIMtIYJIM,) JUBMIIItU UY IKUJJ MR.
TOP CHORD 2x4 SP #1 Dense J 2, T3 2x4 SP #2:
BOT CHORD 2x4 SP #1 Dense :B2, B3 2x4 SP #2:
WEBS 2x4 SP #3
FILLER 2x4 SP #3
CALCULATED HORIZONTAL DEFLECTION IS 0.36" DUE TO LIVE LOAD AND 0.30" DUE
TO DEAD LOAD.
LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. LATERALLY BRACE
BC ABOVE FILLER AT 24" OC.
5X6-
3X8(F1)
1-0-0
a
120 MPH WIND, 13.10 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 6.50 FT FROM ROOF EDGE, CAT I1, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
SEE DWG BCFILLER0699 FOR FILLER DETAILS.
DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD.
CALCULATED VERTICAL DEFLECTION IS 0.60" DUE TO LIVE LOAD AND 0.50" DUE
TO DEAD LOAD AT X = 24-6-7.
5X10--- UAV-
3X8(F1)
1.0-0a
20-0-0 0-0-0
20-0-0 20-0-0
RE 40-0-0 Over 2 Supports
R=1538 U=455 W=8" R=1538 U=458 W=8"
Note: All Plates Are W2X4 Except As Shown.
PLT TYP. High Stren th Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE QTY:1 FL 1 R
WARNINGNN TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
BRACING. REFER TO HI8-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE T L L 2 Q . Q P SF
INSTITUTE. 58J D'ONOFRIO OR., SUITE 200, MAOISON. YI 5J119). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS.. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED fG Q-IF)Cw.
JJ- '1 T C D L 7 . 0 P SFSMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT" FURNISH A COPY OF THIS DESIGN !0 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED N" 4"7Q4 B C D L 10.0 P SFROOFTRUSSDIVISIONPRODUCTS, 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
BRA ING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
j
STATE CFf BC LL 0.0 CPSFAPOPKA, FL 32703
407 2931522 SPECIFICATION PUBLISHED BY THETAMERICAN FOREST ANO PAPEk ASSOCIATION) ANO TPI. ALPINE t•
O
FAx: 407-2999153
CONNECTORS ARE MADE OF 20GA AS M A653 GR40 GAL Y. STEEL, EXCEPT AS NOTED. APPLY COY4 ECTORS TO
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTOR$ PER
R1C .•
S IVAL
T O'T . L D . 37.0 P SF
D UR F AC 1.25DRAWINGS160A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGPROFESSIONALENGINEEFUNGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENIOE5(GN SHOWN. THE SUI TAB (CITY AMD USE OF THIS
CERTTFICATE OFAun40RLUTON#9218 ENTFOR ANPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER COMPONENTNov 21 '02 COSY1YE(ARTI SPACING 24.0W 8-0-0
Scale=.1875"/Ft.
REF R352--60085
DATE 11/21/
02 D R W
SLTUSR352 02325505 SLT-ENG WMR
SEON 14295 FROM
SB
LYJZZDUU - K14
TOP CHORD 2x4 SP #1 Dense J 2, T3 2x4 SP #2:
BOT CHORD 2x4 SP #1 Dense :B2, B3 2x4 SP #2:
WEBS 2x4 SP #3
FILLER 2x4 SP #3
CALCULATED HORIZONTAL DEFLECTION IS 0.36" DUE TO LIVE LOAD AND 0.30" DUE
TO DEAD LOAD.
LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. LATERALLY BRACE
BC ABOVE FILLER AT 24" OC.
5X6m
120 MPH WIND, 13.10 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 6.50 FT FROM ROOF EDGE, CAT IT, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
SEE DWG BCFILLER0699 FOR FILLER DETAILS.
DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD.
8-0-0
HS412
3X8(F1) % 3X8(F1)
10- a
11-7-0 28-5-0
20-0-0 B1. i 20-0-0
20-0-0 20-0-0
40-0-0 Over 2 Supports
R=1538 U=455 W=8" R=1538 U=454 W=8"
Note: All Plates Are W2X4 Except As Shown.
PLT TYP. High Stren th Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 0TY:1 FL 1 R Scale 1875" Ft.
WARN ING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND
BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
IMST I1UTE. 181 D'ONOFRIO OR., SUITE 200. NAOISOM, MI 5D719). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INO1Ck TED, TOP CHORD SHALL HAVE PROPERLY ATTACHED
M Q.
ZIPI
7
No.42%04
T C L L
T C D L
2 D.
7.0
0 P S f
P S f
R E F R 3 5 2-- 6 0 08 6
DATE 11121102
SMYTH LUMBER CO. PANELS. CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
Eat %i
DRW SLTUSR352 02325506
STRUCTURAL BOTTOM
IMPORTANT'' FURNISH A COFY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j BC DL 10.0 PSFROOFTRUSSOIVISIONPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY OEY IATION FROM THIS DESIGN; ANY FAILURE TO 77t i 7
SLT-ENG WMR2722SOUTHAPOPKABLVD.
FL
BUILD THE TRUSSES IN CONFORMANCE YITN TPI; OR FABR ICATIMG, HANDLING. SHIPPING, INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFOR NS NITN APPLICABLE PROYIS IONS OF NOS (NA7lOpAl DESIGN STATE OF 1 BC LL • D PSFAPOPKA, 32703
407-2931 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALP IME
VVV /// T 0 T D S F S E NCONNECTORSAREWADEOF20GAASTMABSJGR80GALY. STEEL, EYCEPT AS NOTED. APPLY CONNECTORS TO y4 R,0 ,. L . 37.0 P 0 12623FA%: 407-299 91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER l
cDURFAC1FROMDRAWINGSIGOA-2. THE SEAL OM THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Q
NA`r
PROFESSIONAL ENGINEERING RESP0 5181LITY SOLELY FORTHE TRUSS COMPONENT DESIGN SHOWN, THE SUITA81LITY AND USE OF THIS 25 JB
SPACING 24.0" CER,nFfcATE OFAt7THORRAmoN 59218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER NOV 21 'u
ANSI/TPI L1995 SECTION 2.
A A
LV3ZZ3bU - K13
TOP CHORD 2x4 SP #1 Dense :T2, T3 2x4 SP #2:
BOT CHORD 2x4 SP #1 Dense :82, B3 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.
5 H6
I nta unu rmE—mcu rRvrl l.vrIYUICR IITrUI LLVAUJ a ul I-ICIIJ IV IN a) OUD"IX I,cu 01 IR1/JJ i- R.
120 MPH WIND, 13.10 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.
CALCULATED HORIZONTAL DEFLECTION IS 0.36" DUE TO LIVE LOAD AND 0.30" DUE
TO DEAD LOAD.
8-0-0
3X8(F1) E 3X8(F1)
1-0-0 1-0-0
ZI-
Le 20-0-0 20-0-0
20-0-0 20-0-0
40-0-0 Over 2 Supports
R=1538 U=454 W=8" R=1538 U=454 W=8"
PLT TYP. Hi h Stren th Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:20 FL i R Scale 1875" Ft.
WARN ING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND lKyLRqy T C L L 20.0 P S F R E F R 3 52-- 6 0 0 87BRACING. REFER TO HIS 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
I NSiITUTE. 583 O'ONOFRIO OR., SUITE 200. MADISON . NI $3119), FOR SAFETY PRACTICES PRIOR TO
THESE FUNCTIONS. OTHERWISE [NO IC AT ED. TOP CHORD SHALL HAVE PROPERLY ATTACHED
tlFl ••,
3 f4T(!- ;, C•J T C D L 7.0 P S F DATE 11121102SMYTHLUMBERCO.
PERFORMING UNLESS
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAtlE A PROPERLY ATTACHED R16IO CC LING.
IMPORTANT" ts N0"42704
ROOF TRUSS Dn/[SION FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRDOUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DE516N; ANY FAILURE TO BC DL 10.0 PSF DRW SlTU5R352 01325507
2722 SOUTH APOPKA BLVD. BUt D THE TRUSSES IN CONFORMANCE WITH TP 1: OR FABRICATING. MANDLI N6, SHIPPING, INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
D3
S STATE OF BC LL 0.0 PSF SLT-ENG WMRAPOPKA. FL 32703
407-299.1522 SPEC IFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP 1. ALPINE P
FAx: 407-29991 53
CONNECTOR$ ARE MADE OF 20GA ASA65J GR40 GALV. STEEL, EXCEPT AS NOiEO. APPLY CONNECTOR$ TO
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ti.,hOR o•' TOT.LD. 37.0 PSF SEON 17911
D U R F A C 1.25 FROM SBDRAWINGS160A- Z.THE SEAL ON THIS DRAWING INDf CAT ES ACCEPTANCE OF PROFESSIONAL ENGI" ERING
PROFESSIONAL ENGINEERING 0. ESP0:SIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN USE OF TH.S
CEFrnncATE OF AumoRaxnoN #9218 OMPONE T1FOR ANPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER COMPONENTN o v21 102 SPACING 24. 0 SEPARTIU
LVJLL913U - KID
TOP CHORD 2x4 SP #1 Dense J 2, T3 2x4 SP #2:
BOT CHORD 2x4 SP #1 Dense :B2, B3 2x4 SP #2:
WEBS 2x4 SP #3 :W7 2x4 SP #1 Dense:
FILLER 2x4 SP #2
SEE DWG BCFILLER0699 FOR FILLER DETAILS.
SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REOUIREMENTS.
DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD.
5X6=
µ ., ,. ... ........ —
120 MPH WIND, 13.10 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCOL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
LATERALLY BRACE BC AT 24' OC IN LIEU OF RIGID CEILING. LATERALLY BRACE
BC ABOVE FILLER AT 24" OC.
8-0-0
3X6(F1) 5X10 3X6(F1)
1-0-0 1-0-0
39-4-0 0 8 0
20-0-0 20-0-0
20-0-0 20-0-0
40-0-0 Over 2 Supports
R=977 U=320 W=8' R=151 PLF U=42 PLF W=13-11-0
Note: All Plates Are W2X4 Except As Shown.
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE I OTY:1 FL 1 R - Scale=.1875" Ft.
WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND M. T C L L 2 0.O P S F R E F R 3 5 2-- 6 0 088BRACIN6. REFER TO HFB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE + RAC
INSTITUTE. 583 O'ONOFRIO OR .. SUITE 200. MAD ISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO ..... •••-,-.
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATEO. TOP CHORD SHAM HAVE PROPERLY ATTACHED y ( • F T C D L 7.0 P S F DATE 11121102
SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY AtTACHED Ri6ID CEILING. _"J/G ES':
ROOF TRUSS DIVISION --IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j 'No.4Y]04 ; BC DL lO.O PSF DRW SLTUSR352 02325508PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO :
2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING, HANDLING. SHIPPING. INSTAL.LINO AND t BC L L 0.0 P S F S L T - E N G / WM RAPOPKA,FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROYISIOMS OF NOS (NATIONAL DESIGN S STATE OF
407-299-1 522 SPECIE ICATIOM PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE .• sf1
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO A O R,Q S / TOT. L D. 37.0 P S F S E 0 N - 12627
FAX 407-2999353 EACH FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 'EiN •`+..+,,...+
PROFESSIONAL ENGFNFEEItING DRAWINGS 166 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING TTTT pN.`A% C D U R . F A C : 1 . 2 5 FROM S B
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ry i. f.
CERnFICATE OF AUTHORRATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER Nov 21
ANSI/TPI 1-1995 SECTION 2. SPACING 2 4. 0" f r
LV5ZZbbU - K1
A
I MIJ UNU FIEtFAKtU hKUM L.UMFUItK INFU I .(LUAU) 6 ULMtNJiUNJ) JUbMIIItU 5T IKUJJ MYK. TOP
CHORD 2x4 SP #2 BOT
CHORD 2x4 SP #2 WEBS
2x4 SP #3 T
2-
4-3 120
MPH WIND, 13.27 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN
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5.0 PSF. 5X4=
6
f— —1 6 2X4
10 2X4 III T
2-
4-3 rl
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0-0 3X6 (
R) III 3X6 (R) U1 1-
0-(0.4 0 0-4-Q-0-0 1_
4-8-0 _I_ 4-8-0 _I i<-
9-4-0 Over 2 Supports R=
403 U=239 W=4" R=403 U=239 W=4" PLT
TYP. Wave TPI-95 R Desi gn Criteria: TPI(STD) FL BLDG CODE OTY:1 FL 1 R Scale 375" Ft. WARNING`•
TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING.
REFER T?OH (HANOLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE.
583 O'O"OF RI0 DR., SUITE 200. MAOISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING
THESE FUNCTIONS.UNLESS OTHERWISE INDICATED. TOPCHORD SHALLHAYS PROPERLY ATTACHEDTC STRUCTURAL
PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.ROOF
IMPORTANT"UCTS.
I NC. FURNISHA
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED FA
E To DESIGNAINSSIBLANFA8RBEOWIT14FOR2722Ajj--
O. 42704 T
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FL 32703 407-
299-1 522 BUILD
THE 'RUSSISI.AIN CO NFOR HANCENOT TPI; OR I CAT INGN HANDROMLINGS SH I PP I NG. TAL L INGAN1) BRACT NG
OF TRUSSES. THIS DESIGN CON FORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED
8Y THE AMER iCAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE
MADE Of 20GA ASTM A65J GR40 GAL . STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO N S
STATEOF" S}i!V VVV ORtOs' «<III p BC
ILLTOT. LD.
0.0
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12637 FAX: 407-2999153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER•~'••«••N•. DUR.FAC.
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1-1995 SECTION 2. NOV 21 '
0 SPACING 24.0"
Lv)«5fiu - KIU
ITOP CHORD 2x4 SP ##2
jBOT CHORD 2x4 SP ##2
WEBS 2x4 SP #k3
120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT 1I, 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
T
2-4-3
l_
5X4= 4X6=
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LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER***
SPECIAL LOADS
LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25)
TC From 54 PLF at -1.00 to 54 PLF at 10.33
BC From 4 PLF at -1.00 to 4 PLF at 0.00
BC From 20 PLF at 0.00 to 20 PLF at 9.33
BC From 4 PLF at 9.33 to 4 PLF at 10.33
TC 150 LB Conc. Load at 3.00, 6.33
TC 66 LB Conc. Load at 4.27
BC 46 LB Conc. Load at 3.06, 6.27
BC 35 LB Conc. Load at 4.27
6(- -{6
T
2 4-3
10-0-0
2.5X4=
1-0-(0-4 a 0-4-11.0-0
1_ 3-0-0 _1_ 3-4-0 _1_ 3-0-0 _1
9-4-0 Over 2 Supports
R=654 U=513 W=4" R=645 U=501 W=4'
Note: All Plates Are W2X4 Except As Shown.
PLT TYP. Wave TPI-95 R Des gn Criteria: TP'I STD FL BLDG CODE OTY:1 FL 1 R Scale 375" Ft.
YARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
BR ACIN6. REFER TO HIS 91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 D'ONOFRIO OR., SUITE 200. "ADI$ON, YI 53719). FOR SAFETY PRACTICES PRIOR TO
P CRf ORMIMG THESE FUXCTIO MS. UNI ESS OTHERYISE INDICATED. TOP CHORD SHALL HAVE PRO PERIY AiiACNEO
STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING,
IHPORTANT• FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
THIS DESIGN ; P0.000C TS. INC. SHALL tl0T BE RESPONSIBLE FOR ANY DEVIATION FROMES16N; ANT FAILURE TO
BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICAT IMG. HANDLING, SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS DES16N CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A653 G0.40 6ALV. STEEL. EXCEPT AS NOTED, APPLY CONNECTORS TO
EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER
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DATE 1 1121102
SMYTH LUMBER CO.
ROOFTRuSsDrvI51oN
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44`Pjl'1tV7 1
SPACING 24.0 CERTIFICATEOFAUTROMQATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/
TPI 1 1995 SECTION 2. Nov
21 • 02
ZVS22.5BD - K1)
1
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
120 MPH WIND, 15.00 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.
T
2-4-3
1
3X6 M
1-s-o 0-5-11. 3-9-4 _!N
4-2-3 Over 3 Supports
R=301 U=381 W=5.657'
13-6-3
R=84 U=180
3-9-15
10-0-0
R=11 U=180
LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER***
SPECIAL LOADS
LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25)
TC From 54 PLF at -1.35 to 54 PLF at 4.18
BC From 20 PLF at 0.00 to 20 PLF at 4.18
TC -2 LB Conc. Load at 1.48
BC 12 LB Conc. Load at 1.48
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a OTY:2 FL 1 R Scale 375" Ft.
WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
BRACING. REFER TO HIB-9L (HANDLING INSTALLING AMO BRACING). PUBLISHED BY TPI (T0.USS PLATE
I NST I TUT€. 563 D'OXOFR(0 OR,. SUITE 200, MADISO N, M1 53719j, FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUtlCTION$. UNLESS OTHERWISE INDICATED. TOP CHORD $HALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED R1610 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. HAYOLING. SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS OESIGN CONFORMS WITH. APPLICABLE PROVISIONS OF N0S (NATIONAL DESIGN
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R E F R 3 5 2-- 6 0 0 9 1
SMYTH LUMBER CO.
ROOF TRUSS DIVISION
2722 SOLTTH APOPKA BLVD.
APOPKA. FL 32703
DATE 11121102
DRW SLTUSR352 02325511
S L T - E N G / WM R
407499-1522
FAx: 407-299.9153
SPEC If IC AT10N PUBLt5HE0 BY THE AMER ICAM FOREST AMO PAPE0. ASSOC IAT ION) ANO TPI. ALPINE
CONNECTORS ARE MADE Of 20GA ASTM A113 GRID GALY. STEEL EXCEPT AS MOTE D. APPLY CO.NEC TORS TO
EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER•.
Pr''`' TOT.LO. 37.0 PSF SEON 12653
DUR.FAC. 1.25PROFESSIONALENGINEEFUNGDRAWINGS160A,1.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OFPROFESSIONAL ENGINEERING
RE SPON$18 ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS roiilA E
CERTIFICATE OF AUTHORTZA'nON #9218 COMPONENT BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER
El9SECTION U Nov 21 SPACING
24.0
LyJ)Ze t u - Ill
TOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
WEBS 2x4 SP #2
T
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1
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I
R=179 U=180 W=3.5'
13-6-4
R=66 U=180
3-10-3
10-0-0
R=35 U=180
120 MPH WIND, 12.85 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.
DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD.
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 0TY:3 FL 1 R Scale 375" Ft.
WARNING" TRUSSES REOUIRE EXTREME CARE [N FABRICATION, HANDLING. SHIPPING, INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACIN36). PUBLISHEO BY TPI (TRUSS PLATE
TNS TI TU1 583 D, 0ROFRIO OR., SUITE 200. MAO 150 W. WI 53719), f0R 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.
IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO'THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PR000CT5, INC. SHALL XOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE Tll
IF •. k
T.•;
114 tC
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T C L L
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R E F R3 5 2-- 6 0 0 9 2
DATE 11121102
SMYTH LUMBER CO.
ROOF TRUSS DIVISIdN DRW SLTUSR352 02325512
S L T - E N G / WM R2722SoUTFEAPOPKABLVD.
APOPKA, FL 32703
407-299.1 522
FAX: 407-2999i 53
BUILD THE TRUSSES IN CONFORMANCE WITH TP1; OR FlBRICAT(M6. HANDLING, SHIPPING, INSTALLING ANO
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH. APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY THE ANERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE
CON "IT ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
7i f
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RE SP0 $1 ILITV SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS i NAF
SPACING 24.0" Y
CERTIFICATE OF AUTHORTIATTON #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER
ANSI/TPI 1-1995 SECTION 2.
Nov 21 'o
1LYJLL.7DU - LI)
TOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
WEBS 2x4 SP #3
In 11 uMu rnc.rn"cu rnun i,unruicm Tnrui kl-VAva a Ui ME" aluMal aU0I91I ICU DI IKuaa RrM.
120 MPH WIND, 12.35 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.
2X4 18
6F-
12-6-4
2-4-3
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2 10-3
10-0-0
R=20 U=180
2X410
1.1-0-011-0-1 2,1
1-0.0 Over 3 Supports
7
R=124 U=180 W=8"
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 1 1a OTY:2 FL 1 R Scale 375" Ft.
WARNING•• TRUSSES REOUIRE EYTRf Mf CARE. IN FABRICATION, HANDLING- SHIPPING, INSTALLING AND
BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 563 D'ONOFRtO DR.. SUITE 200. MADISON.- WI 53719). FOR SAFETY PRACTICES PRIOR TO
ERF00.MING THESE FUNCTIONS. UNLESS OTHERWISE INO ICATED. TOP CHORD SHALL MAY PROPERLY ATTACHEDPSTSTRUCTURALPANELS. 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 MOT 8E RESPONSIBLE FOR ANY DEVIATION FROM I"IS DESIGN; ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMANCE NI TH TP 1; OR FABRIC ATLMG, HANDLING. SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS DE51GN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN
SPECPECIF IC AT(OA PURL 15HE0 BY THE AMEA ICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF 206A ASTM A653 GR00 GALY. STEEL. E CEPT AS NOTED. APPLY CONNECTORS TO
FACEEACHFACE OF TRUSS. AND UNLESS OTHERWISE L0CATID ON THIS DESIGN, POSITION CONNECTORS PER
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SMYTH LUMBER CO.
RooFTRU55D1vi5l0N
2722 SOUTH APOPKA BLVD.
APOPKA. FL 32703
407-299 1 522
FAX: 407-299-91 53
DATE 11121102
DRW SLTUSR352 02325513
S L T- E N G / WMR
S E O N - 12642
OUR.FAC. 1.25PROFESSIONALENGINEERINGORAW160A2. THE SEAL ON THIS OR AW LNG INDICATES ACCEPTANCE OF PROFESSIONAL €NGI WEER INS
RESPONSIBILITY SOLELY FOR THE 7AUSS COMPONENT DESIGN SHOWN. THE SUITAB IL [TV AND USE OF THIS YY"IAt` ••
CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FORPARTICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PERANSECTION
U CI
N
OV 21 SPACING 24. 0
cvJCLSDu - U
TOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
WEBS 2x4 SP #3
120 MPH WIND, 12.35 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.
2 X 4 III
6 r-
12-6-4
T
2-4-3
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2-10 3
10-0-0
U=180
R=-98 U=180
2 X 4 III
11-0-0)-44-08-12
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7-
R=248 U=180 W=4'
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 0TY:2 FL 1 R Scale 375" Ft.
WARNING`• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND
B.ACIN6. Rf FER TO Hi6 91 (HANDLING INSTALLINGIMG AND BR ACIN6y, PUBLISHED BY TPI (TRUSS PLATE M. / f'T/j/
T C L L 2 0.0 P S F R E F R 3 5 2-- 6 0 09 4
INSTITUTE. 583 D'ONOFRIO OR.. SUITE 100. MADISON, NI 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.
IMPORTANT**. FURMiSH A COPY OF THIS DESIGN TITHE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
ODUCTS, INCSHALL NOT 8E RESPOkSIBIE FOR ANY DEVIATION FRON THIS OESIGA; ANY FAILVRE 10 BU
ILO THE TRUSSES IN CONFORMANCE KITH TP1; OR FABRICATING. HA NOLING. SHIPPING. INSTALLING AND BRACING
OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ADS (NATIONAL DESIGN SPECIFICATION
PUBLISHED 8Y THE AM ERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE COkMEC
TORSARE NAOE Of 106A AS TN A65I GRiO GAIY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH
FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER P
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0.
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P
S f P
S F DATE
11121102 SMYTHLUMBERCO. ROOFTRl155DrvI5lON
2722
SOUTH APOPKA BLVD. APOPKA,
F'I_ 32703 407-
299-1522 FAX,'
407.2999153 DRW
SLTUSR352 02325514 S
L T - E N G / W M R S
E0 N 12646 D
U R F A C . 1.25 PROFESSIONALENGINEERINGDRAWINGS
160 A-2. THE SEAL ON THIS DRAWTN6 INOICATES ACCEPTANCE OF PROFESSIONAL Ek6TkEERING RESPONSIBILITY
SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUIIA01Ll TY AND USE OF THIS ifN/ONA`N" SPACING
24. 0 CERTIFICATEOFAUTTIORrLATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE NE SPONS IBILITY OF THE BU ILO ING DESIGNER, PER ANSI/
TPI 1-1995 SECTION 1. Nov
21
f
ASCE 7-98: 120 MPH WIND. SPEED, 0' MEAN HEIGHT, ENCLOSED, I 1.00, EXPOSURE C
2X4 BRACE (t)
CABLE VERTICAL
SPACING SPECIES GRADE
NO
BRACES
IX4 'L" BRACE I) 2X4' "L"' BRACE 2) 2X4 "L" BRACE •• i) 2X8 "L" BRACE :• 2) 2X8 "L" BRACE ••
CROUP A CROUP B CROUP A CROUP H CROUP A CROUP B CROUP A GROUP.B CROUP A GROUP B
l 2 3' 5" 5' ll" 6 0" 7' 0" 7' 2" 8' 4" 8 8" 10' it" Il' 3" 13' L" l3' 9
U S P F
H F
y3 T 4" 4' II" 4' It 6' 5" 6' 5" 0.4 8' 4" l0 0" t0' 0" l3' 1` 13' l`
STUD T 4" 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" 8' 4" t0' 0" 10' 0" 13' 1" 13' 1"
W 0 STANDARD 33" 4' 2" 4' 2" 5' 6" 5' 6' 1, 7' 5" 7' 5" 8' 7" 8' 7" it' 8" it' 6" I-
1 3' 9" 5' It" 6' 4" 7' 0" 7' 6" 1 8' 4" 6' 11" to' it" 11' 10` 13' 1` 14' 0" P23' 8" 5' It' 6' 4" 7' 0" 7' 6" 13' 4' 8' it- l0' it.` it, 10" IT I" 14' 0" 3
3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 0 4 8' 9 10' 3" 10' 3` IT I" 13' 9" C\
2 D F L STUD 3' 6" 4' It" 4' 11" 6' 6 6' 6" 8' 4" B' 9" 10' 2" 10' 2" IT 1" IT 9" STANDARD
3' 4" 4' 3` 4' 3" 5' 8" 5` B T 7." 7' 7" 8' 9' 8 9 It' {1" I!' I1" l
2 3' ll" 6' 9 6' II" e' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12 11 14' O" 14' 0" E-1 S P F 3 3' 10' 6' 0" 6' 0" 7 ll T ll" 9' 6" 9 6 l2' 3" 1Z' 3" 14' 0" 14' 0" HF
ll" Ill' 19" 19""" W0STANDARD3' 10" 5' 5' 6' 6' 9' 1" 9' 1" '. t0' 6" 10' 6" 14' 0" 14' 0" 1
4' 3" 6' 9" 7 3" B 0" 8' 7" 9' 6" 1O' 3" 12' 6" 13' 6- 14' 0" 14 0" P242" 6. 9" 7' 3" 8' 0". 8' 7" 9' 0" 10' 3` 12' 6" 13' 6" 14' 0" 14' 0" w
D 3 4' 0" 6' 2" 6' 2" 8' 0" 8' I" 9' 6" t0' 0" 12' 6" 12' 7' 14' 0" 14' 0' DFLSTUD4' 0" 6 l` 6' l" 8' 0 8' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" STANDARD
3' It" 5' 3" 5' 3" 6' I1" 6' 11' 9' 3" 9' 3" 10' 9" t0' 9" 14' 0" 14' 0" Q,
P 2 4' 4" 7' 5" 7' 7" B' 9" 9' 0" 10' 6" 16 9" I3 10 14' 0" 14' 0' 14' 0" SF34' 2" 6' II" 6' ll" B' 9" B' 9" 10 6 10' 6" 13 10 13' 10" 14' 0" 14' 0" UHFSTUD4' Z" 6' It- 6 11 8' 9` 8' 9 10 6" 10' 6" 13 LO 13' 10" 14' 0" 14' 0" O
1 1 STANDARD 4' 2" 5' Il" 5' ll" 7' lO" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" t
4' e" 7' 5' 8' 0". 8' 9" 9' 6" 10' 6" 11 4 13 10 14' 0" 14' 0" 14' 0" d
P 2 4' 7" 7' 5" 8' 0` 8' 9" 9' 6" 10' 6" 11 4" l3' 10 14' 0" 14' 0" 14' 0" 3
4' 5" 7' 1" 7' 1" 6' 9" 9' 3" 10' 6" 11' 0" l3 10 14 0" 14' 0" 14' 0" I
D F L STUD 4' 5" 7' 0" 7' 0" B' 9" 9' 3" l0 6" 11' 0" 13 10 STANDARD
4' 4" 6' 1" 6' 1` 8' 0" 8' 0" 10 6 10' 9" l2 5 12' 5" 14' 0" 14' 0" DIAGONAL
BRACE OPTION: VERTICAL
LENGTH MAY BE DOUBLED
WHEN DIAGONAL BRACE
IS USED. CONNECT DIAGONAL
BRACE FOR B7O/ AT
EACH END. MAX WEB TOTAL
LENGTH IS 1/ VERTICAL
LENGTH SHOWN IN
TABLE ABOVE. 2X4
SP OR DF-L 12, OR
BETTER DIAGONAL BRACE;
SINGLE OR DOUBLE
CUT AS
SHOWN) AT UPPER
END. II
CONNECT
DIAGONAL AT 'Vrl JIL Vfl MIDPOINT
OF VERTICAL WEB. YARNING--
TRUSSES REQUIRE EXTREME CARE DI FAW INSTALLHIG
AND BRACING. REFER TO HIB-91 (HANDLING BY
TPI ITRUSS PLATE IIISTITUTE, 583 D•ONOFRIO DR., 1 SAFETY
PRACTICES PRIOR TO PERFORMING THESE FUNCT TOP
CHORD SHALL HAVE PROPERLY ATTACHED STRUCTUT SMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT..
FURNISH A'COPY OF ROOKTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NI 2722
SOUTH APOPKA BLVO, DESIGN, ANY FAILURE TO BUILD THE APOPKA.
FL 32703 HANDLING. SHIPPING, INSTALLING AND APPLICABLE
PROVISIONS OF NOS (MAI 407-
29911522 AMERICAN FOREST AND PAPER ASSOCI FAx: 407-299-0153 ASTM A653
GR40 GALV. STEEL EXCEP TRUSS AND, UNLESS OTHERVISE LOCA DRAVINGS
160 A-Z. THE SEAL
ON THI PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY CERTIFICATE
OF AUTHORIZATION X021 SUITABILITY AND
USE OF THIS COMPO RESPONSIBILITY OF THE BUILDING DE SYMMI(• ABOUT, L 2X4 12K
OR BETTERT 18 •
L- L RACE as
r
1
1L 1
1
TO
THE
INS ISIBLE FOR E
TRUS IR ANY
PER Ah
BRACING GROUP
SPECIES ANDGRADES: GROUP
A: SPRUCE -PINE -FIR HEM -
FIR 1
2 .STANDARD 2 STUD STUD
3 STANDARD DOUGLAS FIT -LARCH
SOUTHERN PINE 3
3 STUD STUD STANDARD STANDARD
GROUP B:
HEM -FIR
I 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 104
NAILS. FOR (1) "L' BRACE: SPACE NAILS
AT 2" O.C. IN IB" END ZONES AND 4'
D.C. BETWEEN ZONES. i FOR (2). -L- BRACES: SPACE
NAILS AT 3' O.C. IN 10" END ZONES AND B'
O.C. BETWEEN ZONES. L" BRACING MUST BE A MINIMUM
OF SOX OF WEB MEMBER LENGTH. , CABLE VERTICAL PLATE SIZES
VERTICAL LENGTH
NO SPLICE LESS THAN
4" 0" IX4 OR
2X3 GREATER THAN 4' 0', BUT LESS
THAN II' 6" 2X4 GREATER
THAN IL REFER TO COMMON
TRUSS DESIGN FOR
PEAK, SPLICE, AND HEEL PLATES. NSA
1. REFER TO CHART ABOVEFOR ,Vm
T•3 • i•`''''C THIS DRAWING REPLACESDRAWINGA10030ELLINIAGN ND BRACING). PUBLISHED REF ASCE7-
98-CAB12030 00, MADISON, VI. 53719) FOR UNLESS
OTHERVISE INDICATED, t_ n NO.
42704 DATE 09/10/01 NELS AND BOTTOM CHORD SHALL TALLATIONCONTRACTOR. ALPINE DRSYG A12030EC0901 ANY
DEVIATION FROM THIS TPII OR
FABRICATING, STATE 0 F
EKG . DESIGN DESIGN CONFORMS vITH TION PUBLISHEDBYTHECONNECTORSARE
MADE OF 20GA KCTORS
TO EACH FACE. OF ' i /
iO/• '' :c< 0 1 P'
x• TOT. LD. 60 PSF SITIUN CONNECTORS PERCN EPTANCE OF PROFESSIONALTH
R IS BDSINSHOWN. THE
o......
00II/hA111`%!S'P_E,_ 1995SECTION2. MAX. SPACING 24.0"
1TAB( J
RIGID SHEATHING
4 TOENAILS
T_
REINFORCING
MEMBER
GABLE TOENAILS
TRUSS SPACED AT
4' O.C.
4 TOENAILS
1J 1JLJ lJ 1 L"] 1 LJ ;:•, • . ..
REINFORCING
FOR LET -IN VERTICALS
LENGTH
VERTICAL LENGTH PLATE IF PLATES
BETWEEN CHORDS SIZE OVERLAP•
LESS THAN 4' U IX4 OR 2X3 2X8
GREATER THAN 4' 0', BUT
LESS THAN 11'.6'
2X4 2x6
GREATER THAN 11' 6' 2.SX4 2.SX6
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: 2X4
2X4 2X8
F PROVIDE CONNECTIONS FOR UPUFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN.
ATTACH EACH 'T' REINFORCING MEMBER WITH
HAND DRIVEN NAILS:
10d 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
A11015EN0699, A10015EN0699, A09015EN0699, A08015ENO699, A07015EN0699
A11030EN0699, A10030EN0699, A09030EN0699, A08030EN0699, A07030EN0699
ASCE 7-98 GABLE DETAIL DRAWINGS
AI3015ECO90L, A12015ECO901, A11015ECO901, A100I5ECO901, AOB5I5ECO901
A13030EC0901, A12030ECO901, A11030ECO901, A10030EC090L, A08530ECO901
SBCCI CABLE DETAIL DRAWINGS
S11015EN0699, S10015EN0699, S09015EN0699, S08015EN0699, S07015EN0699
S1103OENO699, S10030EN0699, S08030EN0699, S06030EN0699, S07030EN0699
SEE APPROPRIATE ALPINE CABLE DETAIL (ASCE OR SBCCI
WIND LOAD) FOR MAXIMUM UNREINFORCED CABLE
VERTICAL LENGTH. tiy.iSINIIIRIIR111Ii/Illy//•//
rl
WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING,
TO HD'ONOFRIOIDLING ON, VI. rZ``v.•l!.'-tiFicq;, BY TPIINS7ALLlfqG (iRUSSDPLATEIINSTIUTER SB7DR., SUITCi200 MADISNG 537i9) F-OR SAFETY
PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP
CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL V•
GV
C •, Sm
TH LUMBER CO. 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 A14T DEVIATION FROM THIS 1, w 2 /a ;• NO. 42704 2722
SOUTH APOPKA BLVO. DESIGN, ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH 1' 7EAOPMA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN
FORESTAND PAPER ) AND TPAPPLYALPINE MADE OF OF 407.2991522 ASTM A653 GGR40GALV. STEELEXCEPT NOTED. CONNECiORS TOCE EACH FACE OFESTATE FAx: 407.299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A•' PROFESSIONAL ENGImEEnlr(G
DRAWINGS 160 Art. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELYFORTILETRUSSCOMPONENTDESIGNSHOWN. THE F P , i Oj'• 0p`Q• RTWICATE OFAOTHoR.TAnoN49210•RE ANY ll I OF iDINGO OSIGNER,ENT PER SECTR \
F. ONILDING
1993ARPONSIBILITYOF'THEBUILEANSIPIZ•THE r/Hiribgll HsII
TtS•
a MEMBER 2X4 'T'
REINFORCING
MEMBER TOENAIL
TOENAIL
TO
CONVERT FROM "
L• TO 'T' REINFORCING MEMBERS, MULTIPLY 'T' FACTOR
BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE
AND SPACING) FOR (1) 2X4 V BRACE,
GROUP A. OBTAINED FROM THE APPROPRIATE ALPINE GABLE
DETAIL FOR ASCE OR SBCCI WIND LOAD.
MAXIMUM ALLOWABLE 'T'
REINFORCED CABLE VERTICAL LENGTH IS 14'
FROM TOP TO BOTTOM CHORD. WEB LENGTH INCREASE
W/ "T" BRACE WIND SPEED AND
MRH T'
REINF. MBR.
SIZE SBCCI
ASCE I10
MPH IS
FT 2x4
10 7
t0 7 2x6 40 Z
50 7 110 MPH 30
FT 2x4
l0 7•
l0 7• 2x6 50 7
50 % 100 MPH 15
FC 2x4
10 7
10 7, 2x6 30 7
50 7 100 MPH 30
FT 2x4
l0 7•
10 7, 2x6 40 7,
40 7, 90 MPH 15
FT 2x4
20 7,
IO Z 2x6 20 7
40 7, 90 MPH 30
FT 2x4
t0 7,
t0 7, 2x6 30 7
50 7 80 MPH 15
FT 2x4
10 7
20 7, 2x6 10 7
30 7 80 MPH 30
FT 2x4
20 7.
10 7 2x6 20 7,
40 7, 70 MPH 15
FT 2x4
0 7,
20 7, 2x6 0 7,
20 7, 70 MPH 30
FT 2x4
10 7.
20 7, 2x6 t0 7,
30 7 EXAMPLE: ASCE WIND
SPEED -
100 MPH MEAN ROOF HEIGHT =
30 FT CABLE VERTICAL = 24'
G.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 GAB96117 876,
719 k HC26294035 REF LET -IN
VERT DATE 10/24/
01 DRWG GBLLETIN1001 ENG
DU/KAR
TOT. LD. 60
PSF 6R. FAC. ANY
AX SPACING .24.
0" x
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
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LOT 35
165.37'
00
V)
Map of Survey
LINE BEARING
L I N 89°40'49`W
L 2 S 89°45'58-E
KAYWOOD REPLAT
PLAT BOOK 30. PAGES 27 & 28
L2
LOT 34
B" GRADING
9.126 SO. FT.
o
Z
N„o
eoLA 10. 0.0
p 14, 0'
D.
LANAI
Z C
mnm MODEL FP-61
m H ELEV. -B & D'
MV OPT. BAY WINDOW
z m
ti Z ,,wwVI
NOV
ONE STORY RESIDENCE
o FIN. FL. ELEV.:53.6
Nv o
O
U
8.0' 40'w
0 65'D
10. 12.0"O
20.0' o.o
o
LI
DISTANCE
60.00'
60.00'
LOT 33
CITY OF SANFORD
ADDRESS: 107 CALABRIA SPRINGS COVE
SETBACKS: SITE DATA
Front 25" Rear 45WERVIOUS SO. FT. . 32.7% Side
7.5 ' Corner 25' LOT S0. FT. IMPERVIOUS
AREA -2.985SO. FT. AREAS:
DRIVEWAY:
4 16 SO. FT. LEAD
WALK: 45 SO. FT. REFERENCED
BEARING P.
C.P. CIL CALABRIA SPRINGS COVE N 89-40 -49 `W 954. 66' - P.E)
50'
R/W) TRACT F PRIVATE
ROAD. & UTILITY EASEMENT LEGAL
DESCRPTION.• Lot 34 . " CALABRIA COVE ' according
to the plot thereof as recorded in Plot Book 60 . Note: Bearings shown hereon ore referenced to the CIL at
pages 8 - 10 of the Pubic Records of Seminole County, Florida of CALABRO SPRNGS COVE as being N 89°40'49-W. Verticd
dotum is based on NGVD per Engineering FLOODHAZARDDATA: The Parcel shown hereon ies within Flood Zone W. construction plans by Burkett Engineering. Inc. occordmggtotheFederdEmergencyementAgency. Letter of Mqo Project No. 9709-3 1. Revision
7LOMR) Case Nober 96-04- 1 2 P. Doted March 8. 1 9 9 6. General
Notes: I.
This Is a BOUNDARY Survey pen'ormed in the field on Proposed 2.
No aerial, surface or subsurface utility installations, underground improvements or subsurface/
aerial 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 /s as lumished by client. 7.
Platted and measured distances and directions are the same unless otherwise noted. Denotes
14" Iron rod with yellow plastic cap marked L94937 or LS3182, or SS"
iron rod with ,rod 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 eig nand the original raised seal or •
Florida licensed Surveyor and ppe is
survey meetsthe requirem the F Minimum Technical Sta
s as contained in Goa r )G1 Florida Administrative Obde. IW1Ltm
LU Daras
L. Prtemieniecki, P. S.M. Registered jui vyor and Mapper No. 6030 William
R. HOM, P. S. M. Registered Surveyokffld Mapper No. 6092 Herx
6 Associates Inc., State of FloridaLB 4937 Legend
Temporary
Benchmark O/S Offset assumed
dafuml O.R.B. Official Records Book BOW
Back ofsidewalk PB Plot Book GL
Centerline PC Point of Curvature d
or Centralor (Dena) Angle PCC. Point of Compound Curvature CALC
Central ed P.C.P. Permanent Control Point CB
co
Chord
Bearing Chord
P
P.
R .RM Page
Permanent
Raters"Monument C.
M. Concrete Monument PA- Property Une EL.
or ELEV Elevation P.O.B. Point of BeginningFINAL
EL. Elevation (Measured) P.O.C. Point of Commencement FD.
Found P.I. Point of IntersectionFin.
Fl. E/ev. Finished Floor Elevation PRC Point of Reverse Curvature 1
PIron Pipe PT. Feint of Tangency I.
R. Iron Rod R Radius L
Arc Length RAD Radial Line LB
Licensed BusinessR Residence LS.
Land Surveyor AN TBR7 Way Mee
Measured TBM Temporary Benchmark N/
D(N&D) N.
R. Nail
and Disk Not
Radial TYP.
Typical Fence
symbol (see drawing) X—X- Fence symbol (sae drawing) Sketch
of Lego/ Description This
is not o Survey Drown
by: CM Checked
by: DP Prepared
For: BEAZER Job
Nuaber: 01-005.02 Stole :
1-- 30' Plot
lan performed: 01.13-03 Foundation
Survey. Final
Survey: Revson$ .