HomeMy WebLinkAbout194 Venetian Bay Cir (2)PERMIT ADDRESSVqkk q"&pk&4vw SM4-cir
CONTRACTOR
I•1703T.`T:
PHONE NUMBER
Morrison Homes
151 Southhall Ln #200
Maitland, FL 32751
407-257-6940
CRC 041929
PROPERTY OWNER
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
FEE
PERMIT NUMBER FEE
SUBDIVISION ,Ajkn ?w
PERMIT # DATE h
PERMIT DESCRIPTION Aft) S&A
PERMIT VALUATION TMW
SQUARE FOOTAGE T?
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CERTIFICATE OF OCCUPANCY / COMPLETION
This is to certify that the building located at
194 VENETIAN BAY CIR for
which permit 04-00000424 has heretofore been issued on 11/25/03
has been completed according to plans and specifications filed in the
office of the Building Official rior t the issuance of said building
permit, to wit as I complies with all the
building, plumbing, electri al, zoning Oand subdivision regulations
ordinances of the City of Sanford and with the provisions of these
regulations.
STAFF APPROVAL Subdivision Regulations Apply: Yes No
DATE APPROVAL DATE APPROVAL
BUILDING: FIRE:
Finaled Is 11 ' Inspected
ZONING:
Inspected
UTILITIES:
Water Sewer
Lines In 3.101-0 Lines In
Meter Sewer
Set Tap
Reclaimed
Water
ENGINEERING:
Street
Drainage --Oy , 5, Paved
Maintenance /
Bond
PUBLIC WORKS:
Street
Name 'Street
Signs 3 •S• o-- eightsStorm
Sewer Driveway
Street
Work
FEES PAID
DESCRIPTION DATE AMOUNT
WATER -SEWER IMPACT FEES
01-APPLCTN FEE -ELECTRIC 12/16 03 10.00
01-APPLCTN FEE -BUILDING 11/25/03 10.00
01-APPLCTN FEE -MECHANIC 1/06/04 10.00
01-APPLCTN FEE -PLUMBING 12/09/03 10.00
02-ENGNG DEVLPMT FEES 11/25/03 10.00
01-FIRE IMPACT - RESIDENT 11/25/03 59.27
01-LIBRARY IMPACT FEE 11/25/03 54.00
01-OPEN SPACE 11/25/03 279.61
PAGE: 2
CERTIFICATE OF OCCUPANCY / COMPLETION
This is to certify that the building located at
194 VENETIAN BAY CIR for
which permit 04-00000424 has heretofore been issued on 11/25/03
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
11/25/03 91.93
11/25/03 11.01
11/25/03 847.00
11/25/03 11.01
11/25/03 1384.00
11/25/03 650.00
11/25/03 1700.00
A W"On -Qn=:a h--1 - ) " OVA -vy' 3 - kcj - L)
OWNER BUILDING OFFICIAL / DhV
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
SINGLE FAMILY RESIDENCE****
DATE:
PERMIT #:
ADDRESS:
CONTRACTOR:
PHONE #:
3/17/04
04-424
194 VENETIAN BAY CIRCLE
VENETIAN BAY
MORRISON HOMES
KEVIN 407-832-5990
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
Engineering
Public Works
Utilities
h (G - D. 5w6&T
3/11/o4-
Fire N/A
DZoning N/A
Licensing N/A
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
FRU = ltw*
w/0 3g37 a--
CERTIFCATE OF OCCUPANCY t-OVed-
REQUEST FOR FINAL INSPECTION C/ C a,K-l n .
SINGLE FAMILY RESIDENCE****
DATE:
PERMIT #:
ADDRESS:
CONTRACTOR:
PHONE #:
3/17/04
04-424
194 VENETIAN BAY CIRCLE
VENETIAN BAY
MORRISON HOMES
KEVIN 407-832-5990
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
Engineering :]Fire N/A
Public Works2anAj0 Zoning N/A
DUtilities Licensing N/A
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
Mi o;
CERTIFCATE OF OCCUPANT Q x
REQUEST FOR FINAL INSPECJIOI1
SINGLE FAMILY RESIDENCE* pig
DATE: 3/17/04
PERMIT #: 04-424_ N a
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ADDRESS: 194 VENETIAN BAY CI RC a o
VENETIAN BAY W
E ° °
CONTRACTOR: MORRISON HOMES
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CC
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PHONE #: . KEVIN 407-832-5990
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. fter your
inspection, please sign off and date the C. O. or submit addendu if it as
been denied or approved with conditions. Your prom t attentio e
appreciated. 1
Engineering dovire N/A
Public V
Utilities
CONDI7
Zoning
Licensing N
APPROVAL IS GQNDITIPNAL)
W
p
I
CERTIFCATE OF OCCUPANT a
REQUEST FOR FINAL INSPECZIQR
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SINGLE FAMILY RESIDENCE*!
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DATE: 3/17/04 ~
1
PERMIT #: 04-424
I
ADDRESS: 194 VENETIAN BAY CIRC
VENETIAN BAY
oCrV
CONTRACTOR: MORRISON HOMES
PHONE #: KEVIN 407-832-5990
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The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
Engineering
Public Forks
Utilities 151y,
C I ATi17T1r111&T O
Fire N/A
Zoning N/A
Licensing N/A
y_tiay
Herx & Associates Inc.
769 Douglas Avenue
Altamonte Springs, Florida 32714
407.788.8808 - 407.788.8762 (fax)
March 19, 2004
City of Sanford Building Division
P.O. Box 1788
Sanford, Florida 32772-1788
RE: Lot 37 Venetian Bay, 194 Venetian Bay Circle
To Whom It May Concern,
The finished floor elevation of the structure located at:
194 Venetian Bay Circle, Sanford, Florida 32771
Legal Description:
0
Lot 37, "Venetian Bay", according to the Plat thereof, as recorded in Plat Book 63
At pages 84 through 88, Public Records of Seminole County, Florida.
Meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec 6-7(a).
Sincerely Yours,
Herx & Associates I
Q tgQ UlYI
Darae L. Przemieniecki , P.S.
Associate Vice President
DLP/bb
FEDERAL EMERGENCY MANAGEMENT AGENCY
NATIONAL FLOOD INSURANCE PROGRAM
O.M.B. No. 3067-0077
Expires December 31, 2005
ELEVATION CERTIFICATE
Read the instructions on oases 1- 7.
SECTION A- PROPERTY OWNER INFORMATION For Insurance Company Use:
BUILDING OWNER'S NAME Policy Number
MORRISON HOMES
BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number
194 Venetian Bay Cirde
CITY STATE ZIP CODE
SANFORD FL 32771
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 37 "VENETIAN BAY " PLAT BOOK 63 PAGES 84 - 88 PUBLIC RECORDS OF SEMINOLE COUNTY
BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.)
RESIDENTIAL
LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type):
J0 - ##' - ##.#;r or ##.#####) ® NAD 1927 NAD 1983 USGS Quad Map ® Other. Plat
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME 83. STATE
CITY OF SANFORD 1120294 SEMINOLE FLORIDA
B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S)
NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of }boding)
12117CO035 E 4-17-95 4-17-95 X 9.60
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in 89.
FIS Profile FIRM Community Determined ® Other (Describe): Development Engineering Plans
B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 19N NAVD 1988 Other (Describe):
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction
A new Elevation Certificate will be required when construction of the building is complete.
C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram
accurately represents the building, provide a sketch or photograph.)
C3. Elevations — Zones Al -A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO
Complete Items C3.-a below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in
Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of
Section D or Section G, as appropriate, to document the datum conversion.
Datum Same as BFE Conversion/Comments
Elevation reference mark used On -Site BM Does the elevation reference mark used appear on the FIRM? Yes ®No
o a) Top of bottom floor (including basement or enclosure)
o b) Top of next higher floor
o c) Bottom of lowest horizontal structural member (V zones only)
o d) Attached garage (top of slab)
o e) Lowest elevation of machinery and/or equipment
servicing the building (Describe in a Comments area)
o f) Lowest adjacent (finished) grade (LAG)
o g) Highest adjacent (finished) grade (HAG)
o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA
o i) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. an)
16. 3 fL(m)
NA. _ft.(m)
c 0
16. 0 ft.(m) E ,
15.7 ft.(m) AC Service
w m
E
15.6
m)
Z
15.7 ft
v
J
Fl. Professional Surveyor and Mapper No. 6030
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICA-NON
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 Darae L Przemieniecki LICENSE NUMBER PSM 6030
TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Associates, Inc.
ADDRESS CITY STATE ZIP CODE
769 Douglas Avenue A Altamonte Springs FL 32714
U DATE TELEPHONE
3-19-04 407-7894 08
FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions
IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance C ripany use:
BUILDING STREET ADDRESS (Indudirg Apt, Unit. Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number
194 Venetian Bay Circle
CITY STATE ZJP CODE Company NAIC Number
SANFORD FL 32771
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner.
COMMENTS
NGVD datum assumed from on site Temporary Benchmark (1BM) provided by contractor from approved engineering development plans.
TBM's not verified.
Note: Item C3 a on page 1, refers to Air conditioner Service slab.
Check here if attachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F,
Section C must be completed.
El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately
represents the building, provide a sketch or photograph.)
E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use
natural grade, if available).
E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent
grade. Complete items C3.h and C3.i on front of form.
E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use
natural grade, if available).
E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance?
Yes No Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMAwissued or community -
issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are coned to the best of my knowledge.
PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES NAME
ADDRESS CITY STATE ZIP CODE
SIGNATURE DATE TELEPHONE
COMMENTS
Check here if attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation
Certificate. Complete the applicable item(s) and sign below.
G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state
or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.)
G2. A community official completed Section E for a building located in Zone A (without a FEMAassued or o ommunitymissued BFE) or Zone AD.
G3. The following information (Items G4-G9) is provided for community floodplain management purposes.
G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED
G7. This permit has been issued for. New Construction Substantial Improvement
G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum:
G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ ft.(m) Datum: _
LOCAL OFFICIAL'S NAME TITLE
COMMUNITY NAME TELEPHONE
SIGNATURE DATE
COMMENTS
Check here if attachments
FEMA Form 81-31, January 2003 Replaces all previous editions
IIerx 4 .4880ciateB Inc.
Land Surveyors
769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808
Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping
LINE
L I
L 2
L 3
4.3
FD 5' 0/5
LOT 36
T
Co
19
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Cnl
Map of Survey
BEARING DISTANCE
N 00'00'00-E 60.00'
S 00"00'17"E 60.00'
S 00°00'17"E 10.30'
R I VERV I EW AVENUE
6' BRICK WALL
LI
r— —
LOT 37
A' GRADING N
6.915 SO. FT.
12.5 12.5
PORCH o11 16.7
16.3'
DOVER 1614
ELEV. A. B 4 C
SINGLE FAMILY
RESIDENCE
N FIN. FL. ELEV
N 16.3
o
o
12.5 I '; - 0,5_0 10
lJ1 N
N
N) N
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N
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4.8'-:
0.1'
P.C.P.
20.0' 12.5
N
LnM1I
4. 2'
FO 15 ' 0/5
Co n CrtirOr
V IAti
n mn+
nm
rn rn LOT 38
M rnnu,
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Ln
0
0.1'
N 00°00'17"W- 273.87
REFERENCED BEARING
P.C.P- \
CIL VENETIAN BAY CIRCLE
50 ' R/W) TRACT -F " PRIVATE ROADWAY
SETBACKS:
CITY OF SANFORD Front 25' Rear 20'
LEGAL DESCRIPTION.- Lot 37. " V E N E T I A N BA Y
Side 5' Corner iS
Minimum Lot Width 60'
according to the plot thereof as recorded in Plat Book 63.
at pages 84 - 88 of the Pubic Records of Seminole County. Florida. Note: Bearings shown hereon are referenced to the C/L
FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone -X" of VENETIAN BAY CIRCLE as being N 00°00'17"W.
occordng to the Flood hsu'once Rate Mop Community Panel Number Vertical datum is based on NGVD per Engineering
1 2 0 2 8 9 0 0 3 5 E. Dated 0 4/ 1 7/ 9 5. construction plans by Ned H i I I e r Ei;0eerng. hc.
City of Sanford Conwily ityNumber 120294) Job Number 2001. General
Notes: 1.
This Is a BOUNDARY Survey performed in the field on 2.
No aerial, surface or subsurface utility Installations, underground improvethents or subsurfacelaerfal
encroachments, if any, were located. 3.
Building lies shown are to the exterior unfinished foundation surface or formboard. 4.
Elevations shown hereon, if any, are assumed and were obtained from approved Construction
plans provided by the Client unless otherwise noted, and are shown only
to depict the proposed or actual difference In elevation relative to the assumed temporary
Benchmark shown hereon. 5.
The parcel shown hereon Is subject to all easements, reservations, restrictions, and Rights -
of --way of record whether depicted or not on this document. No search of the Public
Records has been made by this office. 6.
The legal description shown hereon is as furnished by client. 7.
Platted and measured distances and directions are the same unless otherwise noted. Denotes
SS' iron rod with yellow plastic cap marked LB4937 or LS3182, or W
Iron rod with red plastic cap marked "Witness Comer". unless otherwise noted. O
Denotes P.C.P. (Permanent control point) Denotes
Permanent Reference Monument O
2003 Herx d Associates Inc. All rights reserved CortlRca
n: Not valid without the signature and the original raised seal of
a F1 511c
ensed
Su.oyor and Mapper Thus
rveeis the re rements o! the Fkukla Mlnlm echnlcal Sfa
a tpntalneeIn Chapfcr 61G17-6 ffprlda Ad in rallve Code. Wylam No
p5rae LARegistered
P arnienlecki, P.
S.MRegistered Survey andrMappe o. 60J0 William R.Herx,P.
S.M. Registered Surveyor and Mapper No 60 2 MAR 1 2004 Herr
6 Associates Inc., State of Florida LB 4937 Legend IB Temporary Benchmark
Ors
O.R.B.
Offset
Official Records Book
assumed
datum) PB Plat
Book BOW
Back of sidewalk
PC Point of Curvature C/L Centertme PCC.
Point of Compound Curvature 11 d Centralneor (Delta)
AmpleP.C.P. Permanent Control Point CALC Calculated P Pape CB
Chord Bearing P.R
M. Permanent Reference Monument CD Chord P/L Property
Line CM. Concrete Monument P.O.B Point of Beginning EL. or ELEV Elevation (Proposed) P.O.C. Point of Commencement FINAL EL. Elevation (Measured) P.
I. Point of Intersection FD. Found PRC. Point of
Reverse Curvature Fin.Fl. Elev. Finished Floor
Elevation PT. Point of Tangency I.P. Iron Pipe RRadiusI.R. Iron Rod RAO
Radial L/ne L Arc Length RES. Residence
LB Licensed Business R/W
Rlphf-ol--Way LS. Land Surveyor TBM TemporaryBenchmarkMaeMeasuredTYP. Typical N/D(N6D) Nail and
Disk Fence symbol (see drawing) N.R. Not Radial X—X- Fence symbol (see
drawing) Drown by: CM Checked by:
DP Prapored For:
MORRISON Job Number:
02-017-02
Scala : 1-- 30' Plot plan
performed: 07.03-
03 Foundation Survey: 12.10-03
Finol Surrey: 03-I8.04
Revisions .
LOT 35
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
LINE BEARING
L I N 00°00'00"E
L 2 S 00°00'17-E
L 3 S 00°00'17-E
Lin
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0
W
00
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PALM DRIVE
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LOT 37 -
A" GRADING N
6.915 SO. FT.
12.5
Cove 1, 18.7'
PORCH
1&3'
DOVER 1614
ELEV. A. B 6 C
SINGLE FAMILY
RESIDENCE
N FIN. FL. ELEV:
N 16.0
P o
0
m1
L2
P.C.P. - - -
CIL
50' R/W)
CITY OF SANFORD
Map of Survey
DISTANCE
60.00'
60.00'
10.30'
12.5
o
OO n c
r- O r-
t P ti
1p -r
L. m
icni
raitmy LOT 38
nrnm
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2
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12.5
N 00° 00 ' 1 7 -W - IV 273. 87
REFERENCED BEARING
TRACT "F " PRIVATE ROADWAY
LEGAL DESCRPTM Lot 37. " V E N E T I A N BA Y
according to the plat thereof as recorded in Plat Book
at pages - of the P"c Records of Seminole County. Florida
FLOOD HAZARD DATA: The Parcel shown hereon tes within Flood Zone W.
occordn3 to the Flood hsuronce Rate Mop Conminity Panel Number
120289 0035E.Doted 04/17/95.
city of Sanford CormN,ni y N nber 120294)
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, if any, are assumed and were obtained from approved
Construction plans provided by the Client unless otherwise noted, and are shown
only to depict the proposed or actual difference in elevation relative to the assumed
temporary Benchmark shown hereon.
5. The parcel shown hereon is subject to all easements, reservations, restrictions, and
Rights -of --way of record whether depicted or not on this document. No search of the
Public Records has been made by this office.
6. The legal description shown hereon Is as furnished by client.
7. Platted and measured distances and directions are the same unless otherwise noted.
Denotes %' iron rod with yollow 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)
Denotes Permanent Reference Monument
P.CP
PUNS REVIEWED \
C! i Y OF SANFORD
SETBACKSMax
Coverage - 62 x Front
25' Rea' 20' SITE DATA Side
5 ' Corner 15' 11.PERVIOl,S 50. FT. - 39 Mmwn
Lot 6Yldth 60' LOT S0. FT IMPERVIOUS
AREA -2.686SO. FT. Note:
Beorngs shown hereon are referenced to the C/L of
as bang N 00e0077-W. Vertical
dotum is based on NGVD per Engi7eerng construction
pins by Ned H i I I e r En4neerng, hc. lob
Number 2001. Legend
0
Temporary Benchmark O/
S Offset assumed
datum) O.R.B. Official Records Book BOW
Beck of sidewalk PS
Plat Book C/
L Centerfine PC
Point of Curvature d
Central or (Delta) Angle PCC.
Point of Compound Curvature CALC
Centralculaed P.C.
P. Permanent Control Point Chord Bearing
PG. Pepe
CO Chord
P.R.
M.CB RPermanentReference Monument C. M.
Concrete Monument P/L
Property Una EL or
ELEV Elevation P.O.
B. Point of Beginning FINAL EL
Elevation (Measured) P.0
C. Point of Commencement FD. Found
P.I.
Point of Intersection Fin.Fl.
Elev. Finished Floor Elevation PRC. Point of Reverse Curvature I P.
Iron Pipe PT Point
of Tangency I.R.
Iron Rod R Radius
L Arc
Length RAD Radial
Una LB Licensed
Business RES. Residence
LS. Lend
Surveyor RNV Right -
of -Way Mee Measured
TBM Temporary
Benchmark N/D(
N6D) Nend Disk t TYR TypicalFence
symbol (see
drawing) N.R. Noo! Radial X--X- Fence symbol (see drawing) Certification: Not valid
without the signature and the original ralsod soal Florida llceasod Surveyrorand
Me ar This rvey meals
the raqulramenfs e a Minimum Technical Standa s as
contained In h r 1G17 /aide Administrat' Code. n Sketch of
Legal
Description Lk`- Lnlll lCtmI
This is not o Survey William A. Marx,
P.L.S. Fiona Register Lard Surveyor No. 3182 Dame L Prremlenleckl,
P.S.M. Register Surveyor and Mapper No. 6030 William R. Herx,
P.S.M. Registered Su and Mapper No. 6092 Henr 6 Associates
Inc., State of Fiorda LB 4937 Drawn by: CM
Checked by: DP
Prepared For: MORRISON
Job Number: . Plor
plan performed:
07-03-03 Foundolion Surrey: Final
Surrey: Revisions .
n!A!PRNT BER 103-Y=11, Yfl:
1m, 1 c ArS, ENO
XAT I K 3...
AoK A Cos R!
1111Z:17.11' ZZ ZZ7111:117T.,
Co'1'EGGRY0 col - singhn vootiv Dutacwvd vuu o
AM!: ))9XQIP1I0Nv hi"giv Family Munwo Mplactwd - Con-ivuctiun
C-- — -30-5-0 ------- —0- DR.-
7011., DAIT SCIAMULIT vEcc. UNIT up KNITO
0(7fi36 ---------------------------------------------------------- ....... ------------ -
CEO NXI)s0 dwl U"it 0 705.00 1 0 70 b . 011) ROAM;
Aujislics
110TH 0 Owl u") 1 0 112.0n KcRRORY
cc-uf% E) Owl uolt 0 54.00 1 0 U4.00 Ex
N vgn V D!".: 0 Owl uniL 01,39q.00 1 0 1,101.0o 0,*.
v:(':11:--1T XU:! V,201= R
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V:CG1V!NG TYGVATQRY/0PPLX CANT N rATUVE &I "IYEFY QVPFR AM) 1"
hyll.-Ilf NAY NES&T TH YOUR LIAUTLYTY FEN TkFEE. 001-:' 1-CGUK1Y
3-cily 4 65TYCANT
I -COUNTY TIMT THIS
Xb A 2TATENhNT OF KEFS W.ACH 0,--'!: OND
PAYAPLE PRKUR TO 1EQUAKC2 0V A BUILDINO P&RNAT. hUS0 ADVISLA
TknT hAY UIGXYS 07 YEN A0PL3ChNQ ON OKAY% C-01-
CUI- TAT TONS 07 1PE ROOD, LIPRCRY nYUYrM PPOAM TH"Asy
Fa% musy DF: E94RO)SEn Dy F) L M. kl'p' A IR17TEN
REnLYST WXYHIN 15 CPLENUAR nAys CF YKE RE(:EAVEM) VAUNNF1444, DhTE
nuavu, kur ww wim THnN rnwxyrnm on nocopnNsy RaviEw mir
wour 611:1TY !
6',:K) CODL. CDYTEG OF 131 RUnEY 0EWEVUHN hQ?Lh'.(; VnY OE
rXCISO OP, 01 RECUV011n, 0011 111: PLOY 1VVLEVVNTnY10M OWQC:.:i A 01
rhfn' VTR3T VTRCC7, SnM7010, rLDRIDA 1YYYly (n07) 660 71VA. 14nYMAIT 5:
XLL0 = PACE T(k mr, ox -ornry) y :j:
1 7 ) :1. 1 ! ('j 1) f I 'j I j 1. POO 1'
10!'-.'*1'! 1 1,:,o K AV! I i 0!-'i
i ) 1 ":'" ) . I 'I "? '/ V :; T-;Y
CR A'10
CITY NUADIM3 PCWMIT NAN90k hT THE 10'." A; V")!
D LU Y w rommurow WITH 15M1:`YNU& Q hil FOHALY 6"
TLOXG PTRVXThV
Permit # : OH 2,9
0 Job Address: 47
Description of Work:
Historic District:
CITY OF SANFORD PERMIT APPLICATION
f
A Date: II J O 3
Zoning: Value of Work:
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS /50 Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial
Occupancy Type: Residential
J
Commercial Industrial Total Square Footage: 220 2, •
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #:
Owners Name & Address:
Phone & Fax:(MVj
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer:
Address: d U
Attach Proof of Ownership & Legal Description)
J/.T LLJ/
Application is hereby made to obtain a permit to do the workah`tnstallatiorisaiindicated. I ce'riify ththat no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional perytip required from other governmental entities such as water management districts, state agencies, or federal agencies.
cc tance of i r v rifi tio9 th notify the owner of the property of the requirement
Q
N *J N 3
C N o
d=
Signature tier/ gent ate Signature of
r Print Owner/Agent's Nam Print Contras
C.
Signature of Notary -State of Flori D e Signature of
rood
0
NS Owner/Agent is /Personally Known to Me or
Produced ID Nib
d G, FS 7
4-16.3
gent e
of Florida D to
Contractor/Agent is Personally Known to Me or
Produced ID 4JA
APPLICATION APPROVED BY: Bld r— o-, o Zoning:
Initial & Date) (Initial & Date)
Special Conditions:
Utilities: FD:
Initial & Date) (Initial & Date)
When ready for pick up \
Please all Daphne
407) 25.7-6940
Thank Youl
Permit Number:
Prepared By Daphne Clark
and 151 South Hall Lane. Suite 200
Return To: Maitland FL 32751-7172
NOTICE OF COMMENCEMENT.
State of Florida.
County of Seminole.
MARYANNE MORSE, CLERK OF CIRCUIT COURT
SEMIN(ILE COUNTY
BK 05088 PG 1336
CLERK'S # 2"003199093
RECORDED 11/05/2003 010W0 PN
RECORDING FEES 6.00
RECORDED BY L McKinley
CERTIFIED CO"
MARYONE M0"
CLERK OF CIRCUIT cGUR
SEM11tollE WUN 1.
I rrt
NOV 5 2X5
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.
Description of property:
Lot Number
Legal Description VENETIAN BAY, according to the plat thereof, as recorded in Plat
Book 63, Pages 84-88, of the public records of Seminole County,
Florida.
Street Address 7 // ( VENETIAN BAY).
2. General description of improvements :
New single family residence
3. Owner information : ame Morrison Homes
Add IS I South Hall Lane. Suite 200 Maitland FL 32751-7172 Tel Number (407)
629-0077 Fax Number (407)
629-5282 4. Fee Simple
Title Holder: 5. Contractor: 6.
Surety : N.
A. 7. Lender: N.
A. N.A. Name
Maria Lisa
Steiner Address 151 South
Hall Lane. Tel Number 407)
629-0077 Fax Number 407)
629-5282: Suite 200 Maitland
FL 32751-7172 8. Persons within
the State of Florida designated by the Owner upon whom notices or other documents may be served as
provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition
to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(
1)(b), Florida Statutes. N.A. 10. Expiration date
of notice of commencement : One year from the date of record' Date Signed Signature
of Owner's Agent, Maria Lisa Steiner: Sworn to and
subscribed ore me this by Maria Lisa Steiner, who is personally known to e. Signature of Notary:
Notary Seal: D.A.CLAW MY COMMISSION A
DD 214811 EXPIRES: June 27,
2007 occ Sanded Thru
Budget Notary Sarvica
LIMITED POWER OF ATTORNEY
DATE:
I HEREBY NAME AND APPOINT: DAP4uG CLAeK FKED MOHQ /qosTAV WE S
EACH AN AGENT OF: MORRISON HOME
TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO
THE BUILDING DEPARTMENT OF:
FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED AT
LOT NUMBER: 37
SUBDIVISION: vz,/Grp
ADDRESS:
AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY
TO THIS APPOINTMENT.
Y
MARIA LISA STEINER
I TAME OF CONTRACTOR-)
SIGNATURE OF CONTRACTOR.)
STATE CERT. # CR-CO41929
CONTRACTOR'S STATE REGISTRATION NUMBER.)
The foregoing instrument vlas Acknowledged before me this
DATE: I/ STq
BY: MARIA LISA STEINER
Who is personally known to me and did not take an oath.
STATE OF FLORIDA
COUNTY OF ORANGE.
t '
SIGNATURE OF NOTARY: NOTARY SEAL,
LIANA IEMIR0
MY COMMISSION A DD 237775
EXPIRES: August 3, 2007
ft1d TTw Na pu Underwrlpn
LOT 36
Herx & Associates Inc.
L a n d S u r v e y i n g
769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808
Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping
Map of Survey
LINE BEARING DISTANCE
L I N 00'00'00-E 60.00'
L 2 S 00'00'17'E 60.00'
L 3 S 00°00'17'E 10.30'
PALM DRIVE
LI
LOT 37
A' GRADING N
6.915 SO. FT.
12.5 12.5
COV. 10 18.7'
PORCH
N
16.3'
to DOVER 1614 moo,
o ELEV. A. B A C or'
n SINGLE FAMILY fie` y
t0 RESIDENCE
N FIN. FL. ELEV: to a
p
C 16.0 nrn
0
LOT 38Zmmy
n
1.3' 5.0'
70' 12.5 3.8 D
rn
4.7 35-W ElmZy
Lin
N3 N N
c 20.0' 12.5
bv
N N
L3
V1 u)
ti L2
to
0
0
P.C.P. N 00° 00 ' 1 7 -W 4273. 87 '
REFERENCED BEARING
CIL
50 ' R/W) TRACT -F ' PRIVATE ROADWAY
CITY OF SANFORD
LEGAL DESCRPTIOU Lot 37. - V E N E T I A N BA Y
according to the plot thereof as recorded in Plat Book .
at pages - or the Pubic Records or Seminole Canty, Florida.
FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone X"
occordng to the Flood hstronce Rare Mop Commvlity Panel Number
120289 0035E.Doted 04/17/95
City of Sanford Cominity NiLmber 120294)
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
subsurfacalaerial encroachments, if any, were located.
3. Building ties shown are to the exterior unfinished foundation surface or formboard.
4. Elevations shown hereon, If any, are assumed and were obtained from approved
Construction plans provided by the Client unless otherwise noted, and are shown
only to depict the proposed or actual difference In elevation relative to the assumed
temporary Benchmark shown hereon.
5. The parcel shown hereon Is subject to all easements, reservations, restrictions, and
Rights -of --way of record whether depicted or not on this document. No search of the
Public Records has been made by this office.
6. The legal description shown hereon is as furnished by client.
7. Platted and measured distances and directions are the same unless otherwise noted.
0 Denotes 35' Iron rod with yellow plastic cap marked LB4937 or LS3182, or
35' iron rod with red plastic cap marked 'Witness Comer, unless otherwise noted.
O Denotes P.C.P. (Permanent control point)
Denotes Permanent Reference Monument
P.00-P
PLUS f MIEW E.9
CITY OF SQNFORM
SETBACKS:
Max Coverage - 62 9
Front 25' Rear 20' SITE DATA
Side 5 ' Corner 6' M_°_ERVRO_W SO. FT. - 39
Wien n Lot Width 60LOT S0. FT. IMPERVIOUS
AREA -2.686SO. FT. Note:
Bearings shown hereon ore referenced to the C/L of
as being N 00e0017-W. Vertical
datum is based on NGVD per Er9ileerrng construction plans
by Ned H i l l e r Eigneeriig. hc. Job NMlber
2001. Legend m
Temporary
Benchmark O/3
Offset assumed datum)
O R.B. Official Records Book BOW Back
of sidewalk PB PC Plat
Book
Point of
Curvature C/LCenterlinePCC. Point
of Compound Curvature i r
Central or (Della) Angle P.0 P. Permanent Control Point CALC CentralPG. Pape
CB COChord
Bearing
Chord P.
R.
M. Permanent Re/emote Monument C.M.
Concrete Monument Pti Property ne EL. or
ELEV Elevation P.O.
B.0 Point
of
Beginning FINAL EL.
Elevation (Measured) P.I.C C. Pointof Commencement FD. Found
P.I.
Point olIntersection Fin, Ft.
Elev. Finished Floor Elevation PRC. Point of Reverse Curvature I P.
Iron Ape PT Point
of Tangency I.R.
Iron Rod R RAD
Radius
Radial
Line
L LBArc
Length
Licensed Business
RES. Residence
LS, Lend
Surveyor RAN Right -
of -Way Mee Measured
TBM Temporary
Benchmark N/D(
N6D) Nail and Disk TYP. Typical
N.R
Not Radial Fence symbol (see drawing) X—X-
Fence symbol (see drawing) Certification: Not
valid without the signature and the original raised seal Florida Ilconsod
Surveyor and Me ar This rvey
meets the requirements e ' a Minimum Technical Drawn 6 y : CM Sfenda sescnnftherIn
h r 1Gf7 lorxlaAdml_Ter Code. Chocked by: DP Prepared For:
MORRISON ained Sketch
of
Legal Description JobNYabor: 02-017-02 car, This
is
not o Survey sco o 1 30' WdliamA,Herx,
P.LS.Florida Regisler Land Surveyor No.3182 Plol pion perforated: 07-03-03 eg Surveyor
and Mapper No. 6030 Daree LPrxemlenledd, P. S. M. R isle Surve F o u n of ion Survey: i n
a l S ur r o William R. Hefx, P. S.M. Registered Sun r and Mapper No. 6092 R o
r i s i o u s .
y .
Herx
6
Associates Inc., State of Florida LB 4937
10-03-203 9:04AM FROM 4
Permit #:
n0.3 ;.
Job Address: / - r
Description of Work.•
o
Historic District: Zoning: Value of Work: S
CITY OF SANFORD PERMrr APPIICA'I'ION
Permit Type: Bu$tfing Electrical Mechanical Plumbing V Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS Addition/Ahmution Change of Service Temporary Polc
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc- Requirt4l
Plumbing/ Ncw Commercial: # of Fixtures # of Water & Sewer Litres # of Gas Lines
Plumbing/New Residential: # of Water Closets _ Plumbing Repair — Residential or Commercial
Occupancy Type: Residential Commercial industrial Total Square Footage:
Construction Type: # of Stories: —/— # of Dwelling Units: Flood Zone: (FEMA form required for older than X)
Bundiog Company:
Address: -----
Mortgage Lcader:
Address:
Arthiteet/Ungiucer:
Addre s:
Phone
Fa::
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 o permit and that all work will be performed to nicer standards of all laws regulating construction in this jurisdiction. 1 understand that a wparttc
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS. FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applieathle laws rc-gulattnn
cnnttruction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICF OF COMMENCEMENT MAY RESULT IN YOUR 1'f.YIN(j
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE KECORDING YOUR NOTICE OF COMMENCF.MF..NT.
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 fodcrdl agencies.
Acceptance of permit is veriftcarion that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
Signature of Owner/Agent Date Signature of Cog ctur/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Flonda
Owncr/Agent is _ Personally Known to Me or,
Produced I
APPLICATION APPROVED BY: Bldg:
Initial & Date)
Special Conditions:
Date
Zoning:
Print Co c s N&me
u
e of Notary -State of Florida ate
X-OINN,Stephanie Womack
My CommissionDD111Z78
Contractor/Agent is PersonallyW8*rtdt; June 01, 2006
Produced ID
Utilities: FD:
Initial Datt) (Initial & Onto) (Initial & Date)
W-1
ML CYO r...
7 Cl7'Y OF SATIFORD PEAMTf /lpPL1CATt014
Permit #.q — t Date:
Job Address: U
Description of
1,
7
Work:A,
Historic District: Zoning: Value of Work: S z4Qd2ci—
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm PoQI.:_
Elecirlcal: New Service — # of fjMpS Addition/Alteration Change of Service Temporary Pole
Mechanicaki Residential Non -Residential Replacement New (Duct Layout & l3pergy Ca14: Required.)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of W r Closets Plumbing Repair— Residential or Commercial_`
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: - (FEMA form required fbt• c.t[ir.i atan X)
Parcel N: (
Attach Proof of Ownership & Legal Description)
Owners Name & Address:
a
Phone:
rU w 1lTZContractorName & Address: WAIWfn 3)L ATi! 011R> n
Phone & Fax:
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer
Address— - .
Lwate License Number • Avg
AA&f m,6A ' I,CAMMU 116 ,7, 'WZ-3on4c
Phone:
Fax:
Applicarion is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installanon has eommcric:ed prior to tiieissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 1 understand that a separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc.
OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be e in compliance with all applieahlr, lawn re:ptJwtingconstructionandzoning. WARNING TO OWNER- YOUR FAILURE TO RECORD A NOTICE OF COMI NCEMEN MAY RESULT rlq YUI' P I'A .'II-4GTWICEFORIMPROVEMENT'S TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCIN ONSULT YOUR LENDER OR A)dATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. /
N TICE: In addition to the requirements of this permit, there may be additional restriction ppliq to
this county, and there may be additional permits required from other governmental enti ' such ter
Acceptance of permit is verification that 1 wall notify the owner of the property of a requ• me f Flo
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Flonda Date
Owner/Agent is _ Personally <no%kn to Me or
Produced ID
AI'I'LICATION APPROVED BY: Bldg- Zoning
Initial & Date)
1pcco! Conditions:
that may gun in the public. rec9Ads of
listricts tea ncirs, oi frdrial%nrncies
Lien 1.a<. FS 713
Signature of Conc-2ctor/Agent Elate
G De ssa
P Contractor gems N me
I
Sienaturc of of Flonda Date
Contractor/Ace-.:C1',:ronak.,'Kno%vn to Me or
Produee,'..-)
Initial & Date)
A) q
Initial &Date) (liriva I & pai;
r..... gt._ ttnovrt•t
MY COMMISSION 4 DD 212893
EXPIRES: June 14, 2007
Bonded Thru Notary Roll: underwriters
Permit #: 0 (4 — y Z `4
Job Address:
CITY OF SANFORD PERMIT APPLICATION
194 Venetian Bay Circle
Description of Work:
Historic District: Zoning:
Date:
Value of Work: S
Permit Type: Building Electrical X Mechanical Plumbing
Electrical: New Service - # of AMPS 150 Addition/Alteration
Mechanical: Residential Non -Residential _
Plumbing/ New Commercial: # of Fixtures
Plumbing/New Residential: # of Water Closets _
Occupancy Type: Residential Commercial
Construction Type: # of Stories:
Parcel q:
Owners Name & Address:
Replacement New
Fire Sprinkler/Alarm Poo]
Change of Service Temporary Pole X
Duct Layout & Energy Cale. Required)
of Water & Sewer Lines # of Gas Lines.
Plumbing Repair - Residential or Commercial
Industrial Total Square Footage:
of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Attach Proof of Ownership & Legal Description)
Phone:
Contractor Name & Address:
Pat's Electric, Inc. 104 W. Cedar Ave. Orange City, F1. 32763
State License Number: EC 0001542
Phone & Fax:386-7 75-7 7 76 / 386-7 75-9994
Bonding Company:
Address:
Mortgage Lender: .
Address:
Architect/Engineer:
Address:
Contact Person: Jay Smith Phone: 386-775-7776
Phone:
Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requircm is of Florida Lien Law, FS 71
Signature of Owner/Agent Date Signature of Con or/ ent / Date
S- i"- leC/,e ?a 0 4 S'/t ( l
Print Owner/Agent's Name Print tractor/Agent's Ndme
Signature of Notary -State of Florida Date S nature of Notary -State of Florida r p&a 1e,lemHfer Al"Wovar
F
My Commiaslon DD272809
a Expires December t17 2007
Owner/Agent is _ Personally Known to Me or Contractor/Agent is _ Personally Known to Me or
Produced ID _ Produced ID
APPLICATION APPROVED BY: Bldg:
Initial & Date)
Special Conditions:
Zoning:
Initial & Date)
Utilities: FD:
initial & Date) (Initial & Date)
FORM 60OA-2001
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: MH1614 - #1614 Builder: MO RISON HOMES
Address: / L` _ Permitting Office:
City, State: , /iTi6W Permit Number:
Owner: 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: 34.0 kBtu/hr _
3.• Number of units, if multi -family I _ SEER: 12.00 _
4. Number of Bedrooms 3 _ b. N/A
5. Is this a worst case? Yes
6. Conditioned floor area (W) 1614 ft2 C. N/A
7. Glass area & type
a. Clear - single pane 318.0 ft2 _ 13. Heating systems
b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 36.0 kBtu/hr _
c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 8.00
d. Tint/other SHGC - double pane 0.0 ft2 b. N/A
8. Floor types
a. Slab -On -Grade Edge Insulation R=0.0, 177.0(p) ft _ c. N/A
b. N/A
c. N/A 14. Hot water systems
9. Wall types a. Electric Resistance Cap: 40.0 gallons _
a. Concrete, Int,Insul, Exterior R=4.2, 1128.2 ft2 _ EF: 0.88 _
b. Frame, Wood, Adjacent R=11.0, 158.0 ft2 _ b. N/A
c. N/A
d. N/A c. Conservation credits
e. N/A HR-Heat recovery, Solar
y 10. Ceiling types DHP-Dedicated heat pump)
a. Under Attic R=30.0, 1614.0 ft2 _ 15. HVAC credits PT,
b. Under Attic R=19.0, 28.0 W _ CF-Ceiling fan, CV -Cross ventilation,
c. N/A HF-Whole house fan,
It. Ducts PT -Programmable Thermostat,
a. Sup: Unc. Ret: Con. AH: Interior Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling,
b. N/A MZ-H-Multizone heating)
Glass/Floor Area: 0.20 Total as -built points: 22357 PASSTotalbasepoints: 23640
I hereby certify that the plans and specifications covered
by this calculation are in compliance with the Florida
Energy Code.
PREPARED BY:
DATE: r 6-
I hereby certify that this
buil9XI
is in
compliance with the Florida
OWNER/AGENT:
DATE: / V .S o
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)
I
FORM 60OA-2001
V
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS:,,, PERMIT #:
BASE AS -BUILT
GLASS TYPES I18XConditionedXBSPM = Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points
18 1614.0 25.78 7489.6 Single, Clear SE 1.0 7.0 16.0 56.64 0.99 892.7
Single, Clear SE 1.0 7.0 16.0 56.64 0.99 892.7
Single, Clear SE 1.0 8.0 19.0 56.64 0.99 1067.8
Single, Clear SE 1.0 8.0 24.0 56.64 0.99 1348.8
Single, Clear NW 17.0 10.0 40.0 37.74 0.57 863.9
Single, Clear SW 1.0 9.0 32.0 52.82 1.00 1686.2
Single, Clear NW 1.0 9.0 32.0 37.74 1.00 1202.7
Single, Clear SW 7.0 10.0 64.0 52.82 0.59 2002.4
Single, Clear NE 2.0 9.0 16.0 43.65 0.94 656.7
Single, Clear N 1.0 9.0 12.0 27.96 0.99 333.2
Single, Clear E 1.0 7.5 12.0 59.31 0.99 703.3
Single, Clear NE 1.0 8.0 15.0 43.65 0.99 648.3
Single, Clear NE 1.0 7.0 20.0 43.65 0.99 860.2
As -Built Total: 318.0 13159.0
WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points
Adjacent 158.0 0.70 110.6 Concrete, Int Insul, Exterior 4.2 1128.2 1.16 1308.7
Exterior 1128.2 1.90 2143.6 Frame, Wood, Adjacent 11.0 158.0 0.70 110.6
Base Total: 1286.2 2254.2 As -Built Total: 1286.2 1419.3
DOOR TYPES Area X BSPM Points Type Area X SPM = Points
Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2
Exterior 0.0 0.00 0.0
Base Total: 18.0 28.8 As -Built Total: 18.0 43.2
CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points
Under Attic 1614.0 2.13 3437.8 Under Attic 30.0 1614.0 2.13 X 1.00 3437.8
Under Attic 19.0 28.0 2.82 X 1.00 79.0
Base Total: 1614.0 3437.8 As -Built Total: 1642.0 3516.8
FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points
Slab 177.0(p) 31.8 5628.6 Slab -On -Grade Edge Insulation 0.0 177.0(p 31.90 5646.3
Raised 0.0 0.00 0.0
Base Total: 5628.E 1 As -Built Total: 177.0 5646.3
EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2
FORM 60OA-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS:,,, PERMIT #:
BASE AS -BUILT
INFILTRATION Area X BSPM = Points Area X SPM Points
1614.0 14.31 23096.3 1614.0 14.31 23096.3
Summer Base Points: 30678.1 Summer As -Built Points: 35588.4
Total Summer
Points
X System =
Multiplier
Cooling
Points
Total X
Component
Cap
Ratio
X Duct X System X
Multiplier Multiplier
DM x DSM x AHU)
Credit
Multiplier
Cooling
Points
30678.1 0.4266 13087.3
35588.4
35588.4
1.000
1.00
1.079 is 1.150 x 0.90) 0.284
1.117 0.284
0.950
0.950
10729.2
10729.2
EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS:,,, PERMIT #:
BASE AS -BUILT
GLASS TYPES I18XConditionedXBWPM = Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points
18 1614.0 5.86 1702.4 Single, Clear SE 1.0 7.0 16.0 8.34 1.01 135.4
Single, Clear SE 1.0 7.0 16.0 8.34 1.01 135.4
Single, Clear SE 1.0 8.0 19.0 8.34 1.01 160.4
Single, Clear SE 1.0 8.0 24.0 8.34 1.01 202.6
Single, Clear NW 17.0 10.0 40.0 12.23 0.99 484.2
Single, Clear SW 1.0 9.0 32.0 9.22 1.00 295.6
Single, Clear NW 1.0 9.0 32.0 12.23 1.00 390.8
Single, Clear SW 7.0 10.0 64.0 9.22 1.22 720.2
Single, Clear NE 2.0 9.0 16.0 12.00 1.00 192.1
Single, Clear N 1.0 9.0 12.0 12.32 1.00 147.6
Single, Clear E 1.0 7.5 12.0 9.96 1.01 120.2
Single, Clear NE 1.0 8.0 15.0 12.00 1.00 180.0
Single, Clear NE 1.0 7.0 20.0 12.00 1.00 240.0
As -Built Total: 318.0 3404.7
WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points
Adjacent 158.0 1.80 284.4 Concrete, Int Insul, Exterior 4.2 1128.2 3.26 3677.9
Exterior 1128.2 2.00 2256.4 Frame, Wood, Adjacent 11.0 158.0 1.80 284.4
Base Total: 1286.2 2540.8 As -Built Total: 1286.2 3962.3
DOOR TYPES Area X BWPM Points Type Area X WPM Points
Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2
Exterior 0.0 0.00 0.0
Base Total: 18.0 72.0 As -Built Total: 18.0 106.2
CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points
Under Attic 1614.0 0.64 1033.0 Under Attic 30.0 1614.0 0.64 X 1.00 1033.0
Under Attic 19.0 28.0 0.87 X 1.00 24.4
Base Total: 1614.0 1033.0 As -Built Total: 1642.0 1057.3
FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points
Slab 177.0(p) 1.9 336.3 Slab -On -Grade Edge Insulation 0.0 177.0(p 2.50 442.5
Raised 0.0 0.00 0.0
Base Total: 336.3 1 As -Built Total: 177.0 442.5
EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
I ADDRESS: , , , PERMIT #: I
BASE AS -BUILT
INFILTRATION Area X BWPM = Points Area X WPM Points
1614.0 0.28 -451.9 1614.0 0.28 451.9
Winter Base Points: 4560.0 Winter As -Built Points: 8521.1
Total Winter X
Points
System
Multiplier
Heating
Points
Total X
Component
Cap
Ratio
X Duct X System X
Multiplier Multiplier
DM x DSM x AHU)
Credit
Multiplier
Heating
Points
4560.0 0.6274 2860.9
8521.1
8521.1
1.000
1.00
1.068 x 1.160 x 0.92) 0.427
1.140 0.427
0.950
0.950
3936.3
3936.3
EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2
FORM 60OA-2001
it
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
WATER HEATING
Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = - Total
Bedrooms Volume Bedrooms Ratio Multiplier
3 2564.00 7692.0 40.0 0.88 3 1.00 2564.00 1.00 7692.0
As -Built Total: 7692.0
CODE COMPLIANCE STATUS
BASE AS -BUILT
Cooling + Heating +
Points Points
Hot Water
Points
Total
Points
Cooling
Points
Heating + Hot Water = Total
Points Points Points
13087 2861 7692 23640 1 10729 3936 7692 22357
PASS a
v
EnergyGaugeTm
DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FIRCSB 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 wall;
foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility
penetrations; between wall panels & top/bottom plates; between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends
from and Is sealed to the foundation to the top plate.
Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members.
EXCEPTION: Frame floors where a continuous Infiltration barrier is installed that is sealed
to the perimeter, penetrations and seams.
Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases,
soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate;
attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is
installed that is sealed at the perimeter, at penetrations and seams.
Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a
sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from
conditioned space, tested.
Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavi between floors.
Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA,
have combustion air.
6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.
COMPONENTS SECTION REQUIREMENTS CHECK
Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit
breaker electric or cutoff as must be provided. External or built-in heat trap required.
Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools
must have a pump timer. Gas spa & pool heaters must have a minimum thermal
efficiency of 78%.
Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG.
Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically
attached, sealed, insulated, and installed in accordance with the criteria of Section 610.
Ducts in unconditioned attics: R-6 min. insulation.
HVAC Controls 607.1 Se arate readily accessible manual or automatic thermostat for each system.
Insulation 604.1. 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides.
Common ceiling & floors R-11.
EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 84.5
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 3 _ b. N/A
5. Is this a worst case? Yes _
6. Conditioned floor area (ft') 1614 ft' c. N/A
7. Glass area & type
a. Clear - single pane 318.0 ft' _ 13. Heating systems
b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump
c. Tint/other SHGC - single pane 0.0 ft' _
d. Tintlother SHGC - double pane 0.0 ft' b. N/A
8. Floor types
a. Slab -On -Grade Edge Insulation R=0.0, 177.0(p) ft _ c. N/A
b. N/A
c. N/A 14. Hot water systems
9. Wall types a. Electric Resistance
a. Concrete, Ent Insul, Exterior R=4.2, 1128.2 ft' _
b. Frame, Wood, Adjacent R=1 1.0, 158.0 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, 1614.0 ft' _ 15. HVAC credits
b. Under Attic R=19.0, 28.0 ft° _ CF-Ceiling fan, CV -Cross ventilation,
c. N/A HF-Whole house fan,
11. Ducts PT -Programmable Thermostat,
a. Sup: Unc. Ret: Con. 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:
Address of New Home:
Date:
City/FL Zip:
Cap: 34.0 kBtu/hr _
SEER:12.00 _
Cap: 36.0 kBtu/hr _
HSPF:8.00 _
Cap: 40.0 gallons _
EF: 0.88 _
PT, _
NOTE: The home's estimated energy performance score is only available through the FLARES computer program.
This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStarTmdesignation),
your home may qualify for energy efficiency mortgage (EE114) incentives ifyou obtain a Florida Energy Gauge Rating.
Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for
information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction,
contact the Department of Community Affairs at 8501487-1824.
EnergyGauge® (Version: FLRCSB v3.2)
RIGHT-J LOAD AND EQUIPMENT SUMMARY
File name: MH1614 . bld
For: MORRISON HOMES
By: AIR FLOW DESIGNS
250 JASMINE RD.
CASSELBERRY FL.
407)831-3600
WINTER DESIGN CONDITIONS
Outside db: 38 Deg F
Inside db: 72 Deg F
Design TD: 34 Deg F
HEATING SUMMARY
Bldg. Heat Loss 34296 Btuh
Ventilation Air 200 CFM
Vent Air Loss 7480 Btuh
Design Heat Load 41776 Btuh
INFILTRATION
FL 32718
9/29/97
Job# #1614
Wthr Orlando FLAP
Zone Entire House
SUMMER DESIGN CONDITIONS
Outside db: 93 Deg F
Inside db: 78 Deg F
Design TD: 15 Deg F
Daily Range M
Rel. Hum.: 55
Grains Water 37 gr
SENSIBLE COOLING EQUIP LOAD SIZING
Structure 24179 Btuh
Ventilation 1650 Btuh
Design Temp. Swing 3.0 Deg F
Use Mfg. Data n
Rate/Swing Mult. 1.00
Total Sens Equip Load 25829 Btuh
Method Simplified LATENT COOLING EQUIP LOAD SIZING
Construction Quality Average
Fireplaces 0 Internal Gains 1035 Btuh
Ventilation 2516 Btuh
HEATING COOLING Infiltration 2515 Btuh
Area (sq.ft.) 1663 1663 Tot Latent Equip Load 6066 Btuh
Volume (cu.R.) 14 967 14 967
Air Changes/Hour 0.8 0.4 Total Equip Load 31895 Btuh
Equivalent CFM 200 100
HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY
Make CARRIER Make CARRIER
Model #FA4ANF042 Model #38BYC036
Type HEAT PUMP Type SPLIT DESIGNS
Efficiency / HSPF 8.00 COP/EER/SEER 12.00
Heating Input 0 Btuh Sensible Cooling 24500 Btuh
Heating Output 36000 Btuh Latent Cooling 9700 Btuh
Heating Temp Rise 27 Deg F Total Cooling 34200 Btuh
Actual Heating Fan 1200 CFM Actual Cooling Fan 1200 CFM
Htg Air Flow Factor 0.035 CFM/Btuh Clg Air Flow Factor 0.050 CFM/Btuh
Space Thermostat Load Sens Heat Ratio 87
MANUAL J: 7th Ed. RIGHT-J: V I 3.0.11 S/N 11784
Printout certified by ACCA to meet all requirements of Manual Form J
RIGHT-J CALCULATION PROCEDURES A, B, C, D
Job #: # 1614 File name: MH 1614 . bld
Zone: Entire House
Procedure A - Winter Infiltration HTM Calculation*
l . Winter Infiltration CFM
0.8 AC/HR x 14967 Cu.Ft. x 0.0167= 200 CFM
2. Winter Infiltration Btuh
1.1 x 200 CFM x 34 WinterTD = 7478 Btuh
3. Winter Infiltration HTM
7478 Btuh / 336 Total Window = 22.3 HTM
and Door Area
Procedure B - Summer Infiltration HTM Calculation*
1. Summer Infiltration CFM
0. 4 AC/HR x 14967 Cu.Ft. x 0.0167 = 100 CFM
2. Summer Infiltration Btuh
1.1 x 100 CFM x 15 Summer TD = 1650 Btuh
3. Summer Infiltration HTM
1650 Btuh / 336 Total Window = 4.9 HTM
and Door Area
Procedure C - Latent Infiltration Gain
0.68 x 37 gr.diff. x 100 CFM = 2 515 Btuh
Procedure D - Equipment Sizing Loads
9/29/97
l . Sensible Sizing Load
Sensible Ventilation Load
1.1 x 100 Vent.CFM x 15 SummerTD = 1650 Btuh
Sensible Load for Structure (Line 19) 24179 Btuh
Sum of Ventilation and Structure Loads 25829 Btuh
Rating and Temperature Swing Multiplier x 1.00 RSM
Equipment Sizing Load - Sensible 25829 Btuh
2. Latent Sizing Load
Latent Ventilation Load
0.68 x 100 Vent.CFM x 37 gr.diff. = 2516 Btuh
Internal Loads = 230 x 5 No. People + 1035 Btuh
Infiltration Load From Procedure C 2 515 Btuh
Equipment Sizing Load - Latent 6066 Btuh
Construction Quality is: a No. of Fireplaces is:
MANUAL J: 7th Ed. RIGHT-J: V 3.0. 11 S/N 11784
Printout certified by ACCA to meet all requirements of Manual Form J
I
MH1614 Job# #1614 Zone: Entire House 9/29/97
moo.
r.U, J;'mu, -.-'. . ._
1 Name of Room Entire House LNDRY. BR3 BR2
2 Running Ft. Exposed Wall 177. 0 Ft. 6.0 FL 30.0 FL 12. 0 Ft
3 Room Dimensions, Ft. 0.0 L 0.0 x 0.0 FL 0.0 x 0.0 Ft. 0.0 x 0.0 Ft.
4 Ceiings, Ft Condit Option 9.0 d 8.0 heat/cool 8.7 heat/cool 9.3 heat/cool
TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Btuh
EXPOSURE NO. Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg
5 Gross a 14B 4.9 1.6 1446 0 140 112
Exposed b 12C 3.1 1.7 0 0 0 0
Walls and c 12H 2.0 1.1 0.... 0 0 0
Partitions d 13C 1.4 0.9 176 48 120 0
e 13C 5.1 3.4 0 0 0 0
f 0.0 0.0 0 0 0 s.. 0
6 Windows and a 1C 39.3 194 7618 0 0 16 628 16 628
Glass Doors b 8C 39.3 104 4084 0 0 0 0 01 01Heatingc9A31.8 20 636 0 0 0 0 0 0
d 7F 41.1 0 0 0 0 0 0 0 0
e 0.0 0 0 0 0 0 0 0 0
f 0.0 0 0 0 0 0 0 0 0
7 Windows and North 0.0 0 0 0 0 0 0 0 0
Glass Doors NE/NW` 37.0 168 6216 0 0 0 0 0 0
Cooling E(W 52.0 12 624 0 0 0 0 0 0
SF/SW 45.0 126 5670 0 0 16 720 16 720
South 28.0 12 336 0 0 0 0 0 0
Horz 0.0 0 0 0 0 0 0 0 0
8 Other doors a 11E 6.5 3.5 0 0 0 0 0 0 0 0 0 0 0 0
b 10A 19.0 10.4 18 343 187 18 343 117 0 0 0 0 0 0
9 Net a 14B 4.9 1.6 1128 5523 1836 0 0 0 124 607 202 96 470 156
Exposed b 12C 3.1 1.7 0 0 0 0 0 0 0 0 0 0 0 0
Walls and c 12H 2.0 1. 1 0 0 0 0 0 0 0 0 0 0 0 0
Partitions d 13C 1.4 0.9 158 213 142 30 41 27 120 162 108 0 0 0
e 13C 5.1 3.4 0 0 0 0 0 0 0 0 0 0 0 0
f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
10 Ceilings a 16G 1.1 1.3 1641 1841 2112 51 57 66 189 212 243 154 173 198
b 16D 1.8 2.1 28 50 58 9 16 19 17 31 35 0 0 0
c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
I Floors a 22A 27.5 0.0 177 4875 0 6 165 0 30 826 0 12 330 0
b 20G 2.4 0.8 0 0 0 0 0 0 0 0 0 0 0 0
c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
12 Infiltration a 22.3 4.9 336 7478 1650 18 401 88 16 356 79 16 356 79
13 Subtot Btuh Loss=6+8.+11+12 32662 1023 2822 1958
14 Duct Btuh Loss 5' 1633 5'/ 51 5' 141 5° 98
15 Total Btuh Loss=13+14 34296 1074 2963 2055
16 Int.Gains: People@ 300 5 1350 0 0 0 0 0 0
Appl. @ 1200 2 1800 1 600 0 0 0 0
17 SubtotRSHGain=7+8,+12+16 21981 987 1387 1153
18 Duct Btuh Gain 10'/ 2198 10'/ 99 10"/ 139 10• 115
19 Total RSHGain=(17+18)•PLF 1.00 24179 1.00 1086 1.00 1525 1.00 1268
20 CFM Air Required 1200 1200 38 54 109 76 72 63
Printout certified by ACCA to meet all requirements of Manual J Form
MH1614 Job# #1614 Zone: Entire House 9/29/97
MANUAL 1: 7th Ed RIGHT-1: 3 0 11- SIN 11784
1 Name of Room M. BATH / W.I.C. M. BR. FAM. / DIN. KIT. / NOOK
2 Running FL Exposed Wall 10.0 FL 40.0 FL 40.0 FL 33.0 FL
3 Room Dimensions, Ft. 0.0 x 0.0 FL 0.0 x 0.0 FL 0.0 x 0. 0 FL 0.0 x 0.0 FL
4 Ceiings,Ft Condit. Option 9.3 heat/cool 9.3 heat/cool 9.3 heat/cool 9.3 heat/cool
TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Btuh
EXPOSURE NO. Htg Clg Length Htg I Clg Length Htg I Clg Length Htg Clg Length Htg Clg
5 Gross a 14B 4.9 1.6 93 373 373 308
Exposed b 12C 3.1 1.7 0 0 0 0
Walls and c 12H 2.0 1.1 0 0 0 0
Partitions d 13C 1.4 0.9 0 0 0 0
e 13C 5.1 3.4 0 0 0 0 I ....
f 0.0 0.0 0 0 0 0
6 Windows and a 1C 39.3 19 746 56 2199 32 1257 40 1571
Glass Doors b 8C 39.3 0 0 40 1571 64 2513 0 0
Heating c 9A 31.8 0 0 0 0 0 0 0 0
d 7F 41.1 0 0 0 0 0 0 0 0
e 0.0 0 0 0 0 0 0 0 0
f 0.0 0 0 0 0 0 0 0 0
7 Windows and North 0.0 0 0 0 0 0 0 0 0
Glass Doors NE/NW 37.0 0 0 72 2664 96 3552 0 0
Cooling E/W 52.0 0 0 0 0 0 0 12 624
SE/SW 45.0 19 855 24 1080 0 0 16 720
South 28.0 0 0 0 0 0 0 12 336
Horz 0.0 0 0 0 0 0 0 0 0
8 Other doors a 11E 6.5 3.5 0 0 0 0 0 0 0 0 0 0 0 0
b 10A 19.0 10.4 0 0 0 0 0 0 0 0 0 0 0 0
9 Net a 14B 4.9 1.6 74 364 121 277 1357 451 277 1357 451 268 1312 436
Exposed b 12C 3.1 1.7 0 0 0 0 0 0 0 0 0 0 0 0
Walls and c 12H 2.0 1. 1 0 0 0 0 0 0 0 0 0 0 0 0
Partitions d 13C 1.4 0.9 0 0 0 0 0 0 0 0 0 0 0 0
e 13C 5.1 3.4 0 0 0 0 0 0 0 0 0 0 0 0
f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
10 Ceilings a 16G 1.1 1.3 191 214 246 248 278 319 385 432 411 222 249 286
b 16D 1.8 2.1 0 0 0 0 0 0 0 0 0 0 0 0
c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
11 Floors a 22A 27.5 0.0 10 275 0 40 1102 0 40 1102 0 33 909 0
b 20G 2.4 0.8 0 0 0 0 0 0 0 0 0 0 0 0
c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
12 Infiltration a 22.3 4.9 19 423 93 96 2137 471 96 2137 471 40 890 196
13 SubtotBtuh Loss=6+g..+11+12 2022 8644 8797 4931 14
Duct Btuh Loss 5•/ 101 5•/ 432 5•/1 440 5•/ 247 15
Total Btuh Loss = 13+14 2124 9076 9237 5177 16
Int. Gains: Peopled 300 0 0 2 600 3 750 0 0 Appl.
Q 1200 0 0 0 0 0 0 1 1200 17
Subtot RSH Gain=7+8..+12+16 1315 5586 5720 3798 18
Duct Btuh Gain 10'/ 132 10•/ 559 10°/ 572 10° 380 19
Total RSHGain=(17+18)'PLF 1.00 1447 1.00 6144 1.00 6292 1.00 4178 20
CFM Air Required 74 72 318 305 323 312 181 207 Printout
certified by ACCA to meet all requirements of Manual J Form
MH1614 Job# #1614 Zone: Entire House 9/29/97
LL CJ U,^-1. 9 A 11 -11 BOA
1 Name of Room FOYER BATH 2
2 Running Ft. Exposed Wall 6. 0 Ft. 0. 0 Ft Ft. Ft.
3 Room Dimensions, Ft. 0.0 x 0.0 Ft 0.0 x 0. 0 Ft x Ft x Ft
4 Ceiings,Ft Condit Option 8.7 heat/cool 9.3 heat/cool
TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Btuh
EXPOSURE NO. Htg CIg Length Htg
I
Clg Length Htg
I
CIg Length Htg CIg Length Htg Clg
5 Gross a 14B 4.9 1.6 47 0
Exposed b 12C 3.1 1.7 0 0
Walls and c 12H 2.0 1.1 0 0
Partitions d 13C 1.4 0.9 8 0
e 13C 5.1 3.4 0 0
f 0.0 0.0 0 0
6 Windows and a 1C 39.3 15 589 0 0
Glass Doors b 8C 39.3 0 0 0 0
Heating c 9A 31.8 20 636 0 0
d 7F 41.1 0 0 0 0
e 0.0 0 0 0 0
f 0.0 0 0 0 0
7 Windows and North 0.0 0 0 0 0
Glass Doors NE/NW 37.0 0 0 0 0
Cooling E/W 52.0 0 0 0 0
SE/SW 45.0 35 1575 0 0
South 28.0 0 0 0 0
Horz 0.0 0 0 0 0
8 Other doors a 11 E 6.5 3.5 0 0 0 0 0 0
b 10A 19.0 10.4 0 0 0 0 0 0
9 Net a 14B 4.9 1.6 12 57 19 0 0 0
Exposed b 12C 3.1 1.7 0 0 0 0 0 0
Walls and c 12H 2.0 1. 1 0 0 0 0 0 0
Partdons d 13C 1.4 0.9 8 11 7 0 0 0
e 13C 5.1 3.4 0 0 0 0 0 0
f 0.0 0.0 0 0 0 0 0 0
10 Ceilings a 16G 1.1 1.3 149 167 192 52 58 67
b 16D 1.8 2.1 2 4 4 0 0 0
c 0.0 0.0 0 0 0 0 0 0
11 Floors a 22A 27.5 0.0 6 165 0 0 0 0
b 20G 2.4 0.8 0 0 0 0 0 0
c 0.0 0.0 0 0 0 0 0 0
12 Infiltration a 22.3 4.9 35 779 172 0 0 0
13 SubtotBmhLoss=6+8..+11+12 2408 58
14 Duct Btuh Loss 5% 120 5% 3 o o
15 Total Btuh Loss = 13+14 2528 61
16 Int.Gains: People@ 300 0 0 0 0
Appl. @ 1200 0 0 0 0
17 Subtot RSH Gain-7+8..+12+16 1969 67
18 Duct Btuh Gain 10% 197 10' 7 0 o
19 Total RSHGain=(l7+18)•PLF 1.00 2166 1.00 74
20 CFM Air Required 88 107 2 4
Printout certified by ACCA to meet all requirements of Manual J Form
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MANUFACTURER NAI
r114 -4 7-(J
37.5'
THERMA oTRW"
xASSO CAAFr vises N0 841 SPIGL E AND DOUBLE WIS WnOUf
DB1TFS. IM4 ILATED FIBERO AW DOOR VMH WOOD FRAMES.
1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA
BUILDING CODE 1994 EDITION FOR MUMI-DARE COUNTY.
2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO THE STRUCTURE.
3. PRODUCT ANCHORS SWILL BE AS LISTED AND SPACED AS
SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL
SHALL BE BEYOND WALL DRESSING OR STUCCO.
4. DESIGNED PRESSURE RATING SEE TABLE PAGE I.
5. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR
MIAMI-DADE COUNTY.
6. MLAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REOUIRE-
7. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR
DOUBLE CONFIGURATION. J
RESIDENTIAL INSULATED FIBLHULNz, K
Common to all home conditions
Negits Door Pon I- Fiberglass (SUC) skin 0.105- min. thk.,
Sidelite Sheet: 0.07 m n. lhk. with neld Ctrength 7(min.)=6.000 ys
G! (f, 'Lon)dygion: Polyurethane foam core. withl.9 ros. density try BILSF.
clion The panet skin is cansirmted from a 0.095' thk sheet0Con
ap,
o
1'$NC). The eteria twit, a fBed with 19 ins. din.* BISF
aoN urethan foam. The panel face sheets are gtuM to the wood e1aSi 4ThelatchandlogestilesareLVLorlSLThelatchsliewhccha 4.11p3pgTX 1.4
D the latch remfomtns:rlL Tine Iaapp and bottom mT OR of a wood erliuded f0afernd. In Un double dog application the inociire door 6 lifted wifh an e:I dianinum
astrogof of 606L-T6 alloy.
Frame Construction• a frame s constructed from firgerlojointedpine-i$6j' ride s I.17' thicL The header is jo6rcd
jambs w th (3 /8 s 25' Fkad. Screws TILe threshold
rs pned to side jambs .lh (2 11igo f"cram + 2 larg 90- of
each Hole. The mullions are lagelher in o sidehTapfasla9 18
2' PFN Wood Screws (6) screws 7vq eodn pffaSaddlethresholdmeasuring5.75 + 1.548 .
SUC tip Life - 01 sire is 27.5' wide s 50.19' high secued
w s 1.75 Phit6ps Pan dead Scre+c The frame am staled with silicone
corAig (Cow 795) to sidelite panel mid to the glass.
5*6te Glazing: SUC Lip life with the yield strength Fy(mfn.)= 6,200 psi h TUC Lip
Life with the yield strength Fy(min.)• 4.674 psi - WI sizes 9115' wide r 65•83'
wide seaaed w/(16) 18 s 1.75' Phillips Pon Head Screws The hmre are sealed
with silicone amAing (pow 795) to siderde pad and to the glass. Integral hush
Glued - The sideffe sash face panels ace molded to raceme the k=Med
Iolms s attached to the siderde lace sheets with aTicone gluing con" rd
TABLE OF CONTENTS
DESCRIPTION
rOVERA -u -
36- MAX.
PANEL WIDTH
n
C
U U
W
24.5'
W
o
OVO D
X
N in
wn
O
l to
10MAX. OVERALL FRAME WIDTH 36.
6.625" MAX. 15.5" MAX. PANEL
WIDTH FRAME WIDTH W/
ASTRAGAL 13.
9375' MAX. WIDTH Z
24.
5' MAX.
D.
L.O. r
a / oX
O 10
TYP.)
J
SINGLE
11NIT DOUBIE W/SIDELITFS INSWING UNIT OPTION
II W/ SURFACE BOLTS SEE
DETAIL A' SHT.3 74.
5 MAX. OVERALL FRAME WIDTH ! i11
YQ1i 68.
5' MAX. OVERALL WIDTH - 36.
625' MAX. ARE ham@ 24.5' PANEL
TRWIDTH L[FROM
I ) tORi IORD.L.O.V.- F J
L" /
rna- W -
i2:
x / m
J
J OItLo X
N
1
w
J--
gun F w/sroELfrES IN5 uNfT DOUBL
INSWING UNIT OPTION
11 W/ SURFACE BOLTS w-
cur c DESIGN
PRESSURE RATING WHERE
WATER INFILTRATION REQUIREMENT
IS NOT NEEDED OPTION
I W/OUT SURFACE BOLTS 47.0 PSF -47.0 PSF OPTION
II WITH
SURACE BOLTS &+70.0 WINDJAMBERIIASTRAGALPSF -
70.0 PSF 7.
125' MAX. OLD. WIDTH
LIP LfTE 7.
0' MAX. D.L.O. WIDTH
INTEGRAL LITE TYP.
FOR BOTH
SIDELITES) 15.
5' MAX. FRAME
WIDTH 13.
9375" MAX. WIDTH 7.
125' MAX. D-LO. WIDTH
LIP LrrE 7.
0' MAX. D.L.O. WIDTH
INTEGRAL LITE TYP.
FOR BOTH
SIDELlTES) O>
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2
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2 DOOR PANEL
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8 SHT.4
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EXTERI R
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IL A' TA7A1rtL. a 1dIF8lQB
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1'
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II SURFACE TS) l'
L L c `• . L1_a 1 li zY437
SEE
NOTE 1
1 L l .: 1 11:: an 11 01 gJ
a29 9 SHi.4 jj sole
NTS 6
9 10 34
as.
UP wLN w
3
0 MULLION or 5
Xi RI R
25 MAX. Z Y
SHIM SPACE
to• Z
13 P -a
15' MIN. 1
C-SINK 4 LATCH JAMB TO BUCK,
1. 1.15' MIN.
EMBED.
NOTES: 1. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE
INSULATED GLASS. THE GLASS IS ATTACHED TO THE SIDELITE
FACE SHEETS WITH SILICONE GLAZING COMPOUND (DOW 795).
2. SPACING FOR 18 x I" PANHEAD SCREW ATTACHING THEASTRAGALTOTHEINACTIVEDOORISASFOLLOWS: FROM THE
TOP DOWN 1. 3. 5 18.25 40.5', 59.25-, 74.25 76.25' do
78.25'.
3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH (3)
18 x 2.5' PHILIP FLAT HEAD WOOD SCREW AT BOTH SIDE.
4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH (2)
18 x 2.5' PHILIP FLAT HEAD WOOD SCREW AT BOTH SIDE. _
5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) 18 x 2
PFH. WOOD SCREW. THERE ARE (6) AT EACH VERTICAL JAMB,
FROM THE TOP DOWN AT 6.0'. 19.75', 33.5', 47.25'. 61.0' &
74.75'. THERE ARE (2) AT THE HEADER AT 4- IN FROM THE
OUTSIDE CORNERS OF THE FRAME. THERE ARE (2) AT THE SILL
4' IN FROM THE OUTSIDE CORNERS.
6. SPACING FOR A 18 x 2' SCREW SECURING THE MULLIONSTOGETHERISTHESAMEASTHEPERIMETERANCHORINGSCREWS.
6' DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4)
MORE SPACED AT 13.7' O.C.
7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE
A /8 x 2" SCREW. WHEN ATTACHING THE HINGE TO THE JAMB
AND THE SIDELITE AT THE MULLION USE A 110 x 1 314"
SCREW.
B. THE INSWING SIDEUTE BOTTOM BOOT WAS SECURED TO THE
BOTTOM OF THE SiOELITE SASH
HEAD WOOD SCREWS 2.0' FROM
WITH(3) 3END 6AND 1 (
1) INN TIHE PAN
CENTER.
9. THE SASH WAS STOPPED IN WITH A NOMINAL 3/8" COVE MOLDING
AROUND PERIMETER. THE COVE MOLDING WAS SECURED USING I"
r 0.04" DIA WIRE BRADS AT 2' FROM EACH END A MAX. OF
U
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SEE NOTE
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SEE NOTE 1 43
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9 THIS SHT
25' MAX
SHIM SPACE
SEE NOTE
7 SHT. 4
2 .
15' MIN.
C-SINK
4 HINGE JAMB TO BUCK, 1.15' MIN.
EMBED.
SHT. 4
SEE NOTE 6
43
EXTFRIO:
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TYP.
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6" 6 6.
SEE DETAIL 'H'
DOUBLE DOOR W/SIDELITES
B
DRILL THROUGH FOR
A 0.357" BOLT DEEP
ENOUGH FOR A 2'
BOLT THROW
i,
13
13
c
ATTACH THE STRIKE
SURFACE BOLT
PLATE TO THE THRESHOLD
STRIKE PLATE W12 B10 x 2 1/2
PFH WOOD SCREWS
DETAIL F DETAIL "G" DETAIL "H"
ASTRAGAL STRIKE PLATE ASTRAGAL THROW BOLTS
OPTIONA1 SURFACE AT THE THRESHOLD5,—R LI o, ATr
1
51 TYP.
1
SEE NOTE
4 SHT. 4
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P MANUFACTURER
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6 a 9
0.5 GLASS _
SITE
SEE NOTE 1
TAPPHfl8x13
1/4- STEEL INTERCEPT SPACER
1/2' INSULATED TEMPERED GLASS
SIDEUTE ONLY)
0.5' GLASS _
SITE
SEE NOTE 1
THAPPHj8x13
3/4" STEEL INTERCEPT SPACER
Y
z?
N 1/8" TEMPERED
n GLASS
1/4" AIR SPACE
1/8" TEMPERED
GLASS
0625" THICK DOW 795
GLAZING COMPOUND
Y
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g
TEMPERED
GLASS
V
3/4" AIR SPACE
1/8' TEMPERED
GLASS
0625" THICK DOW 795
GLAZING COMPOUND
0.5' GLASS SITE 0625' THICK DOW 795
SEE NOTE 1
GLAZING COMPOUND
THIS SHT.
1/8" TEMPERED
1— GLASS
o
o
o •o 0 3/4" AIR SPACE
o
1/8" TEMPERED
z GLASS
e8 x 1 3/4" PPH
3/4" STEEL INTERCEPT SPACER
tn 1' INSULATED TEMPERED GUSS
g GLAZING DETAIL SHOWN W
CLASSIC CRAFT' SMC LITE FRAME
REQUIRED FOR DOOR PANELS)
0625' THICK Dow 795
0.5" GLASS SITE GLAZING COMPOUND
1/8- TEMPERED
GLASS
O
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1 8" TEMPERED
Z Y GLASS
SEE NOTE 3 w
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4'" INSULATED TEMPERED GLASS
ra ACING DETAIL SHOWN W
1/2" STEEL INTERCEPT SPACER-r—Ir CRAFT' INTEGRAL GLAZING
1" INSULATED TEMPERED GLASS
n e71NG DETAIL SHOWN W/
CI ASSIC CRAFT' TCM ff FRAME
SIDEUTE ONLY)
1. THE 27.5' x 50.19' DOOR LITE IS SECURED WITH (16) 08 X 1.75" PHILLIPS PAN HEAD SCREWSSPACEDASFOLLOWS. TOP AND BOTTOM RAIL AT 3.0 . 13.75 AND 24.5' FROM THE LEFT SIDE. THE SIDE STILE ANCHORS WERE LOCATED AT 3.0 13.25'. 23.625" 33.875' AND 44.125'
FROM THE BOTTOM OF THE LITE FRAME.
2. SMC AND TCM UP LITE ARE SECURED WITH (16) g8 x _1.75 PHILLIPS PAN HEAD SCREWSSPACEDASFOLLOWS. TOP AND BOTTOM RAIL AT 2.125 FROM EACH END. SIDE STILESFROMTHETOPDOWNTOPDOWNAT5.5'. 16.5'. 27.5" 38.375". 49.375' AND 60.375
3. THE SIDEUTE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS.
SIDEUTE ONLY)
CENTRAL FLORIDA B•O.JLFE
MANUFACT JR• `
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16
4.03"
in
3O rr LATCH SIDE STILE
3 RED CORE MATERIAL LVL OR LSL
OAK CAP
1.077" —{
N
r--- 1.54 o--ice 42
e-.n . 11TT/1 I OAII
FINGER JOINTED PONDEROSA PINE
1.47 --{
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FINGER JOINTED PONDEROSA PINE
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TOP RAIL OWOODCOMPOSITE
5.75"
SFIF ADJUSTING SADDLE THRESHOLD 21
O1i AI LIMiNOMMNYL 045" WALL ALUM,
O80 THK WAIL VINYL TYP.
39" RED
OAK CAP
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Cr HINGE SIDE Sl
CORE MATERIAL LVL OR LSL
ALTERNATE CORE MATERIAL PONDEROS0.
RADIATA. PULAI. ELIJOTTII. TAEDA OR SUGAR
PINE. DOUGIAS OR WHITE FIR. CEDAR, INCENSE
CEDAR OR REDWOOD.
V y/
K40 x 1.79" PT THREAD J
SCREW. MAJOR DIA. 4.Omm
28 SMc ITF FRAME
4.565
O 2
I
WOOD FRAME
41.
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O
Lo14x? '
R BOOM S EP T1
VINYL .080" MAX. WALL. .035" MIN. WALL
V
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2
3 pl aR 1.4T x 4m
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5 6 X 1 PHIUPS PAN HEAD $CREW S L
6 POLYURETHANE FOAM BASF, 1.9lbs. DENSITY FOAM
7 SIMORT REACH COMPRESSION WEATFtERS7RIP -TRU FOAM
8 LONG REACH COMPRESSION WEATFffRSTRIP -TRU FOAM
9
10
4 x 4 HINGE .097 THK. THERMA-TRU
10 x 3 4 LG. PFH WA700 SCREW to Fmnv
STEEL
STEEL
111110 x 1 LG. PFH WOOD SCREW STEEL
12
13
8 z 2 LG. PFH WOOD SCREW
8 x 2 112 I.G. PFH WOOD SCREW
STEEL
STEEL
14 INSWING DOOR BOTTOM SWEEP VINYL
15 2x OUTER WOOD TEST BUCK W000
16 1 2x INNER WOOD TEST BUCK WOOD
17I MAX. 1 4" SHIM MATERAAL WOOD
18 KWIKSET TITAN 700 SERIES PASSAGE LOCK
19 NOT USED
20 1 HEADER 4.565 x 1.17 ERMA-TRU PONDEROSA PINE WOOD
21 INSWING SELF-ADJUSTING SADDLE THRESHOLD MOOD A11A1
22 KNGE JAMB 4.565 x 1.17 -TRU PONDEROSA PINE
23 IKWIKSET TITAN 700 SERIES DEADBOLT
24 1
25
ASTRAGAL WINDJAMBER II WR68T .052 WALL
GLAZING. 1 2 INSULATED TEMPERED GLASS
UM. 6060-7
GLASS
26
27
28
NOT USED
IN x 1 " LG. PANHEAD SHEET METAL SCREW
o`dUP UfE FRF rtEufL ()
MC' -TRU STEC L
29 x STEEL
30 NOT USED
31 INSWING SIDELITE BOTTOM BOOT VINYL
32
33
34
35
1 8 7HK. CELLULAR GLAZING TAPE STIK-Il iAPE
1 x D.01 DIA WIRF BADS
3 8' COVE MOLDING
POI ME)WOODARKJAMB4.565 x 1.17 111IM A-TRU. WMA
STEEL
D
36 scan SDE STIE TRU 1.SJ1 r .G56 PQUNUSA Pitt WOOD
37 10 x 1 3 4 LG. PFH WOOD SCREW STEEL
38
39
IAXH 4W 4.545' x 1.17' nMM-Ml POR909
NOT USED
WOOD
ALUM.
40 SILICONE CAULK SILIC ONE
41 NOT USED
42 9L ff RP d BAf011 RAl Ifd1. 1 i 1.5 PL1i>i1m WOOD
43 8 x 2 LG. PFH WOOD SCREW STEEL
44 3 16 SEX BOLT STEEL
45 A ES 454 8" SURFACE BOLT STEEL
46 1 PLASTIC LIP LITE FRAME TCM, DIERMA-TRU
with YiLld str F min. = 4.671 Psi
TCM
47
48
49
118 X 1-3 4 PPH SCREW FOR ITEM 28 Ar 46
GLAZING. 1 INSULATED TEMPERED GLASS
1 GLAZING. 314 INSULATED TEMPERED GLASS
STEEL
GLASS
50 ICC BOTTOM RAIL (1.50' x .W3, THUM-1RU wn VOW WMPOSRE
51 13 I6 UPCQ9 ANPJvxm faco, 05 IQN. UG-F STEEL
O®
ASTRAGAL RETAINER BOLT N
MATERIAL: C/R ROD ZINC "?
YELLOW CHROMATE
3"
DRILL TRU FOR
A 18 PFH WOOD
SCREW 2PLCS
592"
T--
IONG
coclq
Q
L
p IP
FOAM CELL CORE WIVINYL JACKET
1.158'
Ncprn
F- O
COMPRESSION WEATHERSTRIP
BY THERMA-TRU
1 "
RETAINER BOLT FOAM CELL CORE W/VINYL JACKET
0
iN FLORMA
B-0-A . CFNTRAL
N
lb
cq
MANUFACTURFM NAME: r
M
WINDJAM13ER
11 WR68T 24
ASTRAGAL (
ALUMINUM .052" WALL TYP.) N
N
N
DRILL
TRU FOR 357"
DIA. ASTRAGAL RETAINER
BOLTS Lj
o
00 coJ
V) SLi
O N
OWO
fs
3Q00
w00 a
I IVY
813.884.
3831 NTS wr
WLN
wr RW
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1 9
OF 9
MANUFACTR Nam'
rHthMA o TRU
CLISSIC CRAFT OUM%M 8.8 SII4fML.E AND DOUBLE WA MOUE
SIDEUTES. WSULATED FIBEROL ASS DOW WRH WDOD FRAM 3.
THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA
BUILDING CODE 1994 EDITION FOR m"i-DADE COUNTY.
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO THE STRUCTURE
PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS
SHALL BE BEYOND WALL DRESSING ORSTUCCO. TO E MATERIAL
DESIGNED PRESSURE RATING SEE TABLE PAGE 1.
THIS PRODUCT ME THE WATER REQUIREMENTS FOR MIAMI-OADE
COUNTY WITH THE USE OF THE HIGH DAM BUMP THRESHOLD. SEE THE
DESIGN PRESSURE CHART BELOW.
MIAMI-DARE APPROVED IMPACT RESISTANT SHUTTERS ARE REOUIRS
SIDELITES ARE AN OPTION AND CAN 13E USED IN A SINGLE OR
DOUBLE CONFIGURATION.
r
or n r rg ass (SMC) skin 0. f 0.5" min. thk., T'aaci--she-ts Doide!ite Sheet: 0.07 min. `hk. with yield strengtdd hFv(min.)-6,000 ysi or
d cian• Polyurethane foam core, withl.9 fbs. e nsity by BASF. P
net n i n: The ppaanel skin is constructed from a 0.095' Ihk sheet ma
cam ). TM interior cavity is filed with 19 I m density W poyrrethmre
foam The Panel foce she ore glred to the wood diet and rgis The
faith and hinge dies are Lri or LSL The btoh die which a 4.Q7 a maleriaL isthebtchmirgrcemenLThetopandbottomroiloreofawoodMIlredoubledooropp6cat.on the inaclne door s 'led wrlh on aluminum astrwd
of 6060-T6 alas. jointed femmeConstruction: The frome is constructed from frnger)a 50wides1.17' thick The header a joined jambs
de
with (
3 /8 r 25' Phelps Heod W Screws Tile Iheshold a
peed to t side jambs with ( 16go. 1 2 . s 2 bg,staples each
sale. The rtsdfons are sour together n a side6le gOC&iauusing /8 yy-
l pqPFH Wood Screws (6) screws per each_ r ianl The units prLsnAg
Bumf threshold ffie ing 4. 15 z 8 SWC
Lip Li - OA size is 27.5' wide s 50.19" high seared w
x 1.75Philips Pon Head Screws The from Ore sealed with sJ'coru cauSdrig (low
795) to sidefnfe panel and to the Om Werde Glorinx
SUC Lip Lite with the yield slrergth Fy(min.)= 6,200 Ps dr T1tt Up Lice with
the yield A!ength Fy(m n.)= 4.674 psi - 0A size is 9.95' wide , 65.85' wide secured
w 16 8 w 1.75' Philips Pon Heod Screws The frome am sealed with srScone
cou&ing (Dow 795) to sidd+te pond and to the gbss Integral flush Glared - The
siderde sash face panels ore molded to receive 8e insulated Gloss. The afass isattachedtothesdeftefacesheetswithdicwnglazingcwnPmW (Dow 795). TABLE OF
CONTENTS SHEET 01
DESCRIPTION L WIDTH
36- MAX.
PANEL WIDTH
n c=
i
24.5_
o f
0= J
W
i
La
Q
W
MAX.
D.
L.
O. TYP.) a
m Gif o
N
N
y1n o
co
VJ
105.
5"
MAX. OVERALL FRAME WIDTH 36.625"
MAX. PANEL WIDTH
15.5' MAX. W/ASTRAGAL
I n D FRAME WIDTH DOUBLE W/
SIDEI RFS DUTSWING U r glf OLmwING
OPTION R W/ SURFACE BOLTS J 74.5'
MAX. OVERALL FRAME WIDTH SEE DETAIL 'A" SHT.3 68.5" MAX. OVERALL WIDTH - 36.625'
MAX. ALARE M 24.5 PANEL WIDTH
FROM INTERIOR D.L.O. I T- J
O a
o
I 24.5'
o z MAX _ w
D.
L.O. o tit p
6 r: Ir J ..
J ~ X 0
1
co AciNE
L h
I I SINGLEW DOUBLE
OUT-
WING UNIT OPTION It
W/ SURFACE BOLTS DESIGN PRESSURE
RATING WH RE
WA ER INFIL ION REQUIREMENT IS
NOT NEEDED OPTION I
W/OUT SURFACE BOLTS 47.0 PSF -47.0 PSF OPTION II
WITH SURACE
BOLTS WINDJAM BER
II ASTRAGAL 70.0 PSF -70.0 PSF 13.9375"
MAX. 7.125"
MAX. D.L.O. WIDTH LIP
LITE 7.0'
MAX. D.L.O. WIDTH INTEGRAL
LITE TYP. FOR
BOTH SIDELITES)
H 15.
5"
MAX. FRAME WIDTH
13.9375'
MAX. 7.125'
MAX. D.L.O. WIDTH LIP
LITE 7.0'
MAX. D.L.O. WIDTH INTEGRAL
LITE TYP. FOR
BOTH SIDELITES)
O> O
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MIER
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m SEE GLAZING
x DETAILS 26
w
INTERIO EVERID
48
6
nc;
SEE NOTE
8 SHT. 4 50
39 7 0.
z
51
MGM DW
2 OUTSWIMG DOOR PANEL
wILDw PROnLE THRESHOLD
SEE DESIGN PRESSURE TABU)
CTINCEPfAl, Cj Rj:D j,
13
a 00
I PANEL THX 00 0 00
o
LU
SEE GLAZING
DEIAILS
0 0,
0 o
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i Pi
20
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NOTE C) SHT.
4 0 00co
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0O
m
0
MStNGSIDELfrE PANEL UTSWI__Slq THECROSSSECTIONIS SHOWN
nZ% "CLASSIC CRAFT"
Sn/4' CLASS 813.6543631 rE:
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ASTRACAL RETAINER
BOLT 8.0" LG. TOP
BOTTOM (2) BOLTS
i AT TOP & (2) AT BOTTOM
INACTIVE
SEE NOTE 2
SHT.4
t2 I NT R N
a,/ 0 MULLION
1. IS' MIN.
EMB.
25' MAX. SHIM
15 MIN.
C-SINK
EXTERIOR
3Ei,
43
49
0 %
0
0
6 3
36
SEE NOTE wow
34 9 SHT.4 W
6 17
3
lhmpo
0 SIDELITE TO BUCK
DETAIL'A
OPTION B SURFACE BOLTS)
j-r7
SEE NOTE
9 SHT.4
0 co
0
CC
OD
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O UJ:—
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NTS WQ
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25MAXMA
SHIM SPACE
13
IMMUNE
18
Y U
co W ,J ,c
bZa 1 0= 48
Q wCo
h EXIEHLQB
0
U
INTERIOR Z m
6 w 29
cn
15' MIN. 1 RI
C—SINK W LATCH JAMB TO BUCK,
1.15 MIN.
NOTES:
EMBED.
1. THE SIDELLTE SASH FACE PANELS ARE MOLDED TO RECEIVE
THE INSULATED GLASS. THE GLASS IS ATTACHED TO THE
SIDELTTE FACE SHEETS WITH SILICONE GLAZING COMPOUND
DOW 795).
2. SPACING FOR /8 x 1' PANHEAD SCREW
ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS
FOLLOWS: FROM THE TOP DOWN 1 3'. 5 18.25'.
40.5". 59.25 74.25 76.25" do 78.25
3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH
3) /8 x 2.5" P.P.H. WOOD SCREWS AT BOTH SIDE.
4. THE THRESHOLD 1S ATTACHED TO THE SIDE JAMBS WITH
2) /8 x 2.5" P.P.H. WOOD SCREWS AT BOTH SIDE.
5. THE SIDEUTE IS DIRECT SET INTO THE JAMB WITH (12)
8 x 2' PFH. WOOD SCREW. THERE ARE (6) AT
EACH VERTICAL JAMB, FROM THE TOP DOWN AT 6.0
19.75 33.5", 47.25, 61.0 do 74.7 THERE ARE (2) AT
THE HEADER AT 4" IN FROM THE OUTSIDE CORNERS OF
THE FRAME. THERE ARE (2) AT THE SILL. 4" IN FROM THE
OUTSIDE CORNERS.
6. SPACING FOR A /8 x 2' SCREW SECURING
THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER
ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP
FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7' O.C.
7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK
USE A /8 x 2' SCREW. WHEN ATTACHING
THE HINGE TO THE JAMB AND THE SIDELITE AT THE
MULLION USE A 110 x 1 3/4 SCREW.
8. THE HIGH DAM THRESHOLD IS ONLY USED IN AN
APPLICATION WHERE A HIGHER WATER PRESSURE MUST BE
ACHIEVED. SEE DESIGN PRESSURE CHART.
9. THE SASH WAS STOPPED IN WITH A NOMINAL 3/8" COVE
MOLDING AROUND PERIMETER. THE COVE MOLDING WAS
SECURED USING I' x 0.04• Du. WIRE BRADS AT 2' FROM
EACH END A MAX. OF 12' O.C.
SEE NOTE 1
SHT.4
25' MAX.
SHIM SPACE
to ...
Z
cjj
a
2 .
15' MIN.
C—SINK
k,lj HINGE JAMB TO BUCK, 1.15" MIN.
n EMBED.
SEE NOTE
SHT. 5
SEE NOTE
5 SHT. 4
Z
U<
wo ilvwi
SEE NOTE
9 THIS SHT
ZY
WTZ
a
SEE NOTE
7 SHT. 4
3HORIZONTAL CROSSSECTION
4 O STRIKE JAMB TO SIDELITE
NOTE 6
4
uArtMANUFACT. TP
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SEE DETAIL "F'
SHEET 5
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6' 6" 6-
3" }•
3_
SEE NOTE
6 SHT. 4
SEE DETAIL
13 G" SM. 5
TYP.
SEE DETAIL
H" SHT. 5
D"
v
t t TYP.
3. - a ' 3-
3"
6'
I
SEE DETAIL
SEE NOTE -
6 SM. 4
13 SEE NOTE
D- TYP. 4 SM. 4
51
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3"
6" I-
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3" 3'
6 6"
to to 6" 6"
I I
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SEE NOTE
4 SHT. 4
SEE DETAIL
H- SHT. 5
SINGLE DOOR
DOORIF DOOR W/SIDELM 1 ~ DRILL
iHRU FOR 1
A
0.357' BOLT DEEP ENOUGH
FOR A 2" NOTE: BOLT
THROW o
USE ITEM /13 A IS x 2 1/2" PFH WOOD SCREW T Z SEE
NOTE ATTACH THE STRIKE AND DEADBOLT PLATES TO THE SEE
NOTE t
THIS
SM. JAMB OR ASTRAGAL EXCEPT IN THE MULLED 7
SM. 4 0 13 43 SURFACE
TRIKE
EP BOLTATE APPLICATION WRH THE SIDELITE USE ITEM 843 A BB consu..uts u+c 43
37 2"
PFH WOOD SCREW. e13.ee+x3t or
DE
EAJ "H' o
ws 11/5 01 0
RETAINER BOLT HOLES wan N.T.S. 10WLN
do
OPTIONAL SURFACE SURFACE
BOLT BOLT STRIKE P- / A
Be e A. Fc CmL W. RW STRIKEPLATE :.Al1LLJ`T$$
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5 IE PLATE 13 43 oRwm w- 10
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S-
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E' THIS SM. DETAIL "C" M 1 y 5 or 9 t-
t c r
J
SEE DETAIL iF'
SHEET 5
6
3 3"
6
3•
6"
3' --{ 36 63' 3'
13 TYP c SEE NOTE
4' 3 SHT. SEE NOTE SEE NOTE
SEE DETAIL 3 SHT. 4 6 SHT. 4
v1 aN•, r SHT. 5
Oi NN
a T SEE DETAIL
r C" SHT. 5
13
N
SEE DETAIL
E' SHT. 5
SEE DETAIL Typ, uui
SEE
DETAIL SHT.
5 N
TYR li" SHT. 5 J" 13 J- —
SEE DETAIL -K" .M- -
K- Tlt
L
SEE NOTE'G"SH7. 54 SH7. 4TYP.TYP.
1 1 I IYP. I s2 I
5"
6 3
6"
TYP.
3" -i i 33SEE NOTE I' 6"
6_ 6
6" 4 SHT. 4 63
TYP. SEE
DETAIL H"
SHT. 5 DOLIET!
F DOOR SINGE DOOR W/SIDELfTES CENTRAL
laRALL.d 11' LCI tJ UrrMAB. O. A.7O ti.
1 i ri JNtt1J;1[iJi.+Jiil lVc o>
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0.5" GLASS
SITE
Y
i=
SEE NOTE 1
THIS N 7I'S' TEMPERED
usGLASS
1/4" AIR SPACE
1/8" TEMPERED
GLASS
8 x 1
1/4" STEEL I 0625' THICK DOW 795
2' INSULATED TEMPERED GLASS1/2 "
GI SHOWN W/
GLAZING COMPOUND
ri evr ca cY TCM LRE FRAME
SIDELRES ONLY)
0.5" GLASS
Y
Z
SEE NOTE 180E 1/8' TEMPERED
THIS SHT. GLASS
v
e •o e
3/4' AIR SPACE
e
1/8" TEMPERED
j6 x 1 3/4' PPH GLASS
3/4' STEEL INTERCEPT SPACER
0625" THICK DOW 795
GLAZING COMPOUND
0.5" GLASS SITE 0625" THICK DOW 795
GLAZING COMPOUND
SEE NOTE 1
THIS SHT. .
1/8" TEMPERED
1— GLASS
o
o •o c 3/4" AIR SPACE
o '
T
1
1/8" TEMPERED
Zbe GULSS
8 x 1 3/4" PPH
3/4' STEEL INTERCEPT SPACER
w
1" INSULATED TEMPERED GLASS
rIe71NG DETAIL SHOWN W/
CLASSIC CRAFT' cur. LITE FRAME
REQUIRED FOR DOOR PANEL)
D625" THICK DOW 795
GLAZING COMPOUND
1/8' TEMPERED
GLASS
AIR SPACE1/2" OSEENOTE3 1/8" TEMPERED
sbiGLASS
N4'" INULATED TEMPER DG S
STEEL INTECE-CLASSIC
rl A IN DETAIL SHOWN W1/2 CRAFT- INTEGRAL GLAZING
SIDELITES ONLY)
L INCIIIATFD TEMPERED GLASS
rI AZ DETAIL SHOWN IN
CLASSR,&BLK;M LRE FRAM
1. THE 27.5" x 50.19" DOOR LITE IS SECURED WITH (16) /8 X 1.75' PHIWPS PAN HEAD SCREWS
SPACED AS FOLLOWS. TOP AND BOTTOM RAIL AT 3.0 13.75 AND 24.5' FROM THE LEFT SIDE. THE SIDE STILE ANCHORS WERE LOCATED AT 3.0". 13.25". 23.625' 33.875" AND 44.125'
FROM THE BOTTOM OF THE LITE FRAME.
2. SMC AND TCM LIP LITE ARE SECURED WITH (16) B8 x 1.75" PHILUPS PAN HEAD SCREWSSPACEDASFOLLOWS. TOP AND BOTTOM RAIL AT 2.125 FROM EACH END, SIDE STILESFROMTHETOPDOWNTOPDOWNAT5.5'. 16.5'. 27.5" 38.375 49.375" AND 60.375
3. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS.
CENTRAL .®nMA la° ®' 10°
MANUFACT1
I/- 1,A Ccll
o>
o ro
0Inco
2 :
5 Lo ouj—
lal00
co
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0
zz
u
t.
xta o¢ a13.
Fa..3e37 o+
c. er: WLN oe .
r RW owr.
c w S-
2161 7
or 9
4.03'
in
OCC LATCH SIDE STILE
3 RED CORE MATERIAL LVL OR LSL
OAK CAP
F-- 1.077" {
FINGER JOINTED PONDEROSA PINE
1.47' ----i
nco
CC BOTTOM RAIL OWOODCOMPOSITE
1.077' ----1
T
el
1p
c1nF1 riF RI 4NK SIDE mI F
FINGER JOINTED PONDEROSA PINE
r— 1.47'
m
rr. TOP RAIL OWOODCOMPOSITE
AL0 0
0 0
097' --iO
4 x 4 STFFI DOOR HINGE 9
39'
RED+ OAK
CAP I o
O -
1.
46" CC
HINGE SIDE S11LE CORE
MATERIAL: LVL OR LSL ALTERNATE
CORE MATERIAL• PONDEROSA. RADIATA
PUI.U, EWOTTIL TAEDA OR SUGAR PINE,
DOUGLAS OR WHITE FIR. CEDAR, INCENSE CEDAR
OR REDWOOD. ATHREAD
j
I DIMuli.
W/Ga 9 NK40 •
1.70' A7TEw.
uAW IX& 4.0ti a0
Lrtc iTvA
4.
565" —{ L
1 r -
r 0
2 WOOD
FRAME co
9
4.
615" m
F 2.203" t
1
r I0
19
nlmwrNG BUMP FACE n
ALUMINUM/
WOOD THRESHOLn 050'
WALL TYP. T.
174 MjkSTEll
PN
HIGH
om THRESHOLD 39 o>
r,
0
00 O
N 000 8
L' u•
1 trOWO
3QCO
Lu
a 0
613.
W4.W31 NTS
er
KIN BY:
RW 5-
2161 8
or 1
Llcm R I
1 i
FILTERGIASS
2
LM gUAXK SLOX UhM-ML3CC
4 A OAK 1.4C x 1.4
5
6
NOT USED
L RETHANFOAM BASF, 1.9lbs. DENSITY FOAM
7 SNORT REACH COMPR[SSKNV WEATHERSTRIP TifERAb1-TRU
L0NG REACH C0ILPRESSI0N WEATHER51W THERLM-TRU FOAM
HINGE .097 THK. ERMA-TRU STEEL
Pa,4
LFrane STEEL
x 1 LC. PFH WOOD SCREW STEELr1fNOTUSEDSTEEL8x212" LG. PFH WOOD SCREWNOTUSED
NOT USED
WOOD162xINNERW000TESTBUCK
17 MAX. 1 4 SHIM MATERIAL WOOD
18 KWIKSET TITAN 700 SERIES PASSAGE LOCK
19 ONE PIECE BUMP FACE THRESHOLD ERYA-TRU ALUM. WOOD
20 HEADER 4.565 x 1.17 -TRU PONDEROSA WOOD
21 NOT USED
22 HINGE LWB 4 565' x 1.1 -TRU PONDEROSA W
23 KWIKSEf TITAN 700 SERIES DEADSOLT
24 ASTRAGAL WINDJAMBER 11 WR68T .052 WALL ALUMG6LASS 6
25 GLAZING, 1 2 INSULATED TEMPERED GLASS
26
27
N07 USED
8 x 1 LG. PANHEAD SHEET METAL SCREW STEEL
28 LIPFRAFII SHC. A-TRU CEL
6121 DiQowithafUTE
STEEL29K40x4Omm0F11
30 NOT USED
31 NOT USED
32 1 8 THK. CELLULAR GLAZING TAPE ST1K-D TAPE
33 1 r 0.04 l Lt WIRE BRADS STEEL
34 3 8 COVE MOLDING
WOOD
35 lTIA10! AW 4 565 x 1.1 -TRU. P0NDERD41 POLE
36 SrOBRE S1LE SRf TRU 151 x . P01d1fR0SA W000
37 10 x 1 3 4 I.G. PFH WOOD SCREW STEEL
38 LAi0l iY®4 563 x 1.1 - P0NDETM W000
M.
39 HIGH WATER DAM THRESHOLD
40 SILICONE CAULK SILICONE
41 NOT USED WOOD
42 S Plk 1svm10PtLim
RolNOOLT STEEL
43 8 x 2 LG. PFH WO
44 3 16 SEX BOLT STEEL
45 IVES 454 8" SURFAC STEEL
7CM
With ield sV F miriPPHSCR28B46ESL48GLAZING, 1 INSULATED TEMPERED CLASS
49 GLAZING, 3 4 INSULATED TEMPERED GLASS GLASS
50 a L10IVU RAIL (150' x .11E3' TK W-TRU WDOO 0P0M 100D Ibtd'M
A0 STEEL
52 16 MKON AiU1O 4L STEEL 592"
8.
0" a O coo r-
1 R N 8Z0tn
n N
Lirn
ASTRAGA RETAINER
BOLT N N If 01i10 MATERIAL: C/
R ROD ZINC n 3 Q do YELLOW
CHROMATE B O
a .179" p
IP
CE FOAM
LLCORE W INYL JACKET z f —
3'
T n
N 1.
158" O N
8 Pi U DRILL
TRU
FOR N v _ A
J8
PFH WOO DRILL TRU FOR rn c SCREW 2PLCS .
357' DUl ASTRAGAL '- & us RETAINER BOLTS
r m NDJAMBERII
WR6BT STRIKE PLATE O 35" COMPRESSION WEATHERSTRIP
BY THERMA-
TRU 1 " RETAINER
BOLT FOAM CELL
CORE W/VINYL JACKET in (ymRAY,
nonmA B.®.A.F. o N '-
MANUFACTMR
NAME. z q
V
YY
um
m 1.767" -
MASTER FEE # 24 me
11
6 01 II WINDJAMBER
WR68TL NTS ASTRAGAL (ALUMINUM .
052" WALL TYYP 1 WLN w_ Qr.
RW nuvc Wn:
5-2161
San 9
or 9
tj
F' D
0.5 GLASS BITE .0625 THICK DOW 795 0
O
0.5" GLASS
Y SEE NOTE 1
GLAZING COMPOUND 2 Z
BITE _ V, THIS SHT. g vt
SEE NOTE I
THIS SHT. N 1/8' TEMPERED 1/8- STEMPEREO pO W OGLASSJ— 0 j p
g Q CO
1/4' AIR SPACE e 3 4' AIR SPACE
ooee
0
e
w to 0-
1/8' TEMPERED T
1
1/8" TEMPERED
GLASS i GLASS
18 x 1 3/4' PPH a8 x 1 3/4" PPH N
1/4' STEEL INTERCEPT SPACER THICK DOW 795
3/4' STEEL INTERCEPT SPACER o
1' INSULATED TEMPERED GV SS
GI anNr DETAIL SHOWN W/
CLASSIC
z
70625"
1/2' INSULATED TEMPERED GLASS GLAZING COMPOUND
CROWN W/
CRAFT' SMC LITE FRAME
REOUIRED FOR DOOR PANEL) o
n rl e71NC DETA1I
ri eec r r°ecr' TGM LR_E FRAME m m
SIDEWES ONLY) pz _
0625' THICK DOW 795
j 5
o
0.5 GLASS BITE GLAZING COMPOUND oISW_
uZ
0.5' CLASS =_ 1/8' TEMPERED
a
a a a
SEE NOTE I
BITE s ^
1/B' TEMPERED
O
CLASS
m
THIS SHT. GLASS O p D
co O O % p OQ 1/2' AIR SPACE
3/4' AIR SPACE
O0O0 1/8' TEMPERED
Z Y GLASS
1/8" TEMPERED
SEE NOTE 3
THIS sHr. a N
g
is x 1 3/4' PPH
GLASS n
T/4'" INCU ATED TEMPERED GLASS
3/4' STEEL INTERCEPT SPACER 1 2" STEEL INTERCEPT SPACER
rl ACING DETAIL SHOWN W
CL ecc1C CRAFT' INTEGRAL GLAZING o0625' THICK DOW 795 SIDElRES ONLY)
GLAZING COMPOUND
1" INSULATED TFMP S
O2
n lW DLjA1l CROWN W/
CmjrrE FRAM etun n
CONS
eta.ee4.3 1
WITH PAN HEAD SCREWS gPHIL4.5"
X" i H °
1. THE 27.5' x 50.19' DOOR
AN B
SECURED
AND FROMTOPANDBOTTOMRAILA73.0 , 13.75 AND 24.5' FROM THE LEFT0'. .
SIDE. CEN o•tc 11 5 01SPACEDASFOLLOWS. THE SIDE STILE ANCHORS WERE LOCATED AT 3.0'. 13.25". 23.625' 33.875' AND 44.125 NAWo Pam.
FROM THE BOTTOM OF THE LITE FRAME. D.C. ar. WLN
2. SMC AND TCM LIP UTE ARE SECURED WITH (16) Ag x 1.75' PHIlLIPS PAN HEAD SCREWSTOPANDBOTTOMRAILAT2.125' FROM EACH END, SIDE STILES
r • N r IlE,/Yl v n.. Rty
SPACED AS FOLLOWS. FROM THE TOP DOWN TOP DOWN AT 5.5'. 16.5'. 27.5' 38.375'. 49.375' AND 60 375". ours wo:
3. THE SIDELRE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. A
5-2161
v¢n 7 or 9
J
4.03'
n
3O CC LATCH SIDE STILE
3 RED CORE MATERIAL LVL OR LSL
OAK CAP
1.077- --{
1.54-
I
42
cmFL ITF TOP & BOTTOM RAIL
FINGER JOINTED PONDEROSA PINE
1.47 --i
co
co
CC BOTTOM RAIL OWOODCOMPOSITE
1.077- --{
1.54'
unn rrc LaL eulr CLnF GTLI F
FINGER JOINTED PONDEROSA PINE
1.47'
m
CC TOP RAIL OWOODCOMPOSITE
9
O O
I O O
0971'—IF—
O 4 x 4 STEEL DOOR HINGE
9
39' RED
OAK CAP 1
o +.
OTL
CC HINGE SIDE S71 F
CORE MATERIAL: LVL OR LSL
ALTERNATE CORE MATERIAL: PONDEROSA.
RADIATA. PULAI. EWOTTII, TAEDA OR SUGAR
PINE, DOUGLAS OR WHITE FIR, CEDAR. INCENSE
CEDAR OR REDWOOD.
r In + DIM. VARIES co
th W/GLASS THK. n
K40 . 1.79Pr THREAD ScRcw.
NAIOR Mk 4.0— a[
E 28 6-
10 . 1 112" PPH
PLASCREW I
I DIM.
VARIES OfW/
GLASS THK. TfM
R fiuVP i i
m11C A 4.
565' it
1 r
1WOOD
FRAME m
cliIn
4.
615' 2.
203' ol
Nt
ol
1
r 0
O1g
OUTSwING BUMP FADE n
ALUMINUM/
WOOD THRFSHOLn 050'
WALL TYP. r
HIGH
DAM THRESHOLD 39 O>
O
co ONOaO
a
O = L, EL
ZO W
Q Z
w00
a V
W 6URDLH6 NSULTAMM.
ac 813.
684.3831 NTS
wr
WLN 9T:
RW NG
No.: 5-
2161
RP I
1 i
FIBERGLASS
2
S M.
4 a Mf MM-MY. LVL OR ISL d QM 1.46' i I.4
5 NOT USED
6POLYURETHANL FOAM BASF. 1.91bs. DENSITY FOAM
7 SHORE REACH COMPRESSION WEATHERSTRIP THERMA-TRU M
8 LONG REACH COMPRLSSION WEATHD?STW TF,ERMA-TRU FOAM
g 4 x 4 HINGE .097 THK. ERMA-TRU 51KELf0x31' LC. PFH WOOD SCITfW a to Forme
10 x 1 LG. PFH WOOD SCREW STEEL
r12 NOT USED
8 x 2 1 2- LG. PFH WOOD SCREW S1E L
NOT USED
NOT USED
16 2x INNER WOOD TEST BUCK WOOD
17 MAX. 1 4 SHIM MATERIAL WOOD
18 KWIKSET TITAN 700 SERIES PASSAGE LOCK
19 ONE PIECE BUMP FACE THRESHOLD ERMA-1TiU ALUM. WOOD
20 HEADER 1.565 x 1.17 -TRU PONDEROSA PINE WOOD
21 NOT USED
22 FIOtCE .LAMB 4565' x 1.17' -TRU POI10fR06A PWE W
23 KWIKSET TITAN 700 SERIES DEADBOLT
24 ASTRAGAL WINDJAMBER 11 WR68T .052 WALL ALUM. 6060-T6
25 GLAZING. 1 2 INSULATED TEMPERED GLASS GLASS
26
27
N07 USED
8 x 1 I.G. PANHEAO SHEET METAL SCREW STEEL
28 ICLIP FmUlImu-TRU SSC
yie
Si 4
OE11 Z8 STEEL 29K40xrm30
NOT USED 31
NOT USED 32
1 8 THK. CELLULAR GLAZING TAPE ST1K-U TAPE 33
1 x 0.04 VA Win BRADS STEEL STEELD
34
3 8' COVE MOLDING 35
BLANK WB 4.S65 + 1.1 -TRU, PONDEROSA PPLE 36
SOWIE SIDE SIRE DIERMA-TRU 154 x .61 PONDEROSA PINE SOOD 37
10 x 1 3 4 LG. PFH WOOD SCREW TEEL 38
IATUI AAyB 1.565 + I. t - F17iDfROSA WOOD UM.
39
HIGH WATER DAM THRESHOLD 40
SILICONE CAULK SILICONE 41
NOT USED 42
SWX MP t BOTTOM RAL -TRU I51 i 5 PpmEI SA WOOD 43
8 x 2 LG. PFH WOOD SCREW STEEL 44
3 16 SEX BOLT STEEL 45
IVES 454 8- SURFACE BOLT STEEL 46
PDOW LIP LITE FRAME QCM, IML k- 7CM d
stren th F min. = 4.674 si 3
4 PPH SCREW FOR TTEAL 28 k 46 STEEEG. 1INSULATEDTEMPEREDGLASSGLASSG.
3 4 INSULATED TEMPERED GLASS VODTrOMGLASS RAIL (
I W' + M Df W-TRU WOOD OOIPOUIE) x'OOO LOW)OSOE CW
ANEI511i LG.STEEL PaW
ANQURNG E M 25 ILH LG. STEEL I
8.
0' --i 7
ASTRAGAL
RETAINER BOLT N MATERIAL:
C/R ROD ZINC I) do
YELLOW CHROMATE 3'
o
N
0
N DRILL
7RU FOR A
J8 PFH W00 DRILL TRU FOR SCREW
2PLCS 357' DIA. ASTRAGAL RETAINER
BOLTS WIN
AMBER II WR68T STRIKE PLATE RETAINER
BOLT N
179-
LONG
REACH M I I FOAM
CELL CORE W NYL JACKET 1.
158' N
cornO
COMPRESSION
WEATHERSTRIP BY
THERMA-TRU FOAM
CELL CORE W/VINYL JACKET cFNTRA—
L FL®RMA 8.®.A.Fo 0
Ncv
I
MANUFACTURER NAME: A77767-
MASTER. FLEE # WINDJAMMER
If WR68T 24
ASTRAGAL (
ALUMINUM .052' WALL TYP) NTS
er
WLh ar.
RW c
w: S-
2161 1
9 or !
N
7 6
1. TESTED IN AROTICANCE WITH SIMDMD BUILDING CODE, CHAPTER 17. TO A POSITIVE
AND NEGATIVE 37.5 PSF.
2. CASH N AWLS REPRESENT VARIOUS SECTION HEIGHTS3. FOUR SECTION 7' HIGH DOOR SOAK. e' MIC H DOORS PAVE
FIVE SECTIONS.
4. SECTION HEIGHT OF 20.812. 19.00 1 16.75 ARE AVAILABLE
AND MAY BE IAW IN C0.6RAT ION TO ACHIEVE
VAR OUE HE IONT DO[R5.
5. DAMSS•EHT PAITEN OF 14.50 X 20.375 SHIN. ALTERNATE
PATTERNS OF 12.50 X 43.375 MD 12.50 X 20.375 MAY BE
fZm,
6. TCiSICTN SPRINGS SHOW. EXTENSION SPRINGS AVAILABLE.
7. L1SE THIS BRACKET, REF P/N 405964-0002. O+
6' HIGH DOORS ONLY. PANEL
S. WINOOX MAT BE INSTALLED IN THE TON SECTION OR THE SECTION
SECTION IMI.EDIATEIY BELOW IHE TOP SECTION.
2• X 6• WOOD JAAHB
2' X 4' WOOD JAMHB
OR EOUIVALENT
P/N 405964-0001
1/4• TRACK BOLT
5/16 X 1 3/4• S. REF
LAG SCREW
DETAIL 'E'
SCALE: 1 /6
3 1/e 2• x e' WOOD
2'
JAA6
x 4• WOOD JAMS
OR EQUIVALENT
IZWTAI
OOl/J1ER6
12 R
TICNAL SPLIC
HORIZONTAL TRA
TOP OF RADIUS
405964-0002
16!5q I 405964-0002 <
WEATHERS
SECTION 'C-C'
7
SCALE: 1/2
LANCE
I
THE STRUT PIACCOENI ON CKARS C0N6TRICTm WI IM S ON MORE SECT IQb M45T BE HmP
CONSISTENT WITH THE DOOR SOWN. THE STRUTS FOR THE AOOITIDNAL INtE f FILE H
SEC 110'6 ME TO Q PLACED AS SdN ON THE fMIRD SECI ION. `ERj
R[1
10. THE STRUT PLACD.ENT DIIIENSION ON All SECTIONS LESS THAN 20.e12•
1
REDUCED BY THE OIFFEREICE BETWEEN THE ACTUAL SECTION/EIGHT 1 20.812'.
11. SCREW P/N 605911-0001 IS A 114• OHA X 5/e• LOX' TYPE AB HEX HEAD LETAL SCREW OQ
1I. POST TO BE INSTALLED ONLY WHEN HIGH WIND WAFININZS ISSUED.
13. STRUT PLACE"ENIS CAN VARY 23'.
MANY14. QIN11 Ir FOR LOCKS CAN BE 0. t, ON 2.
A TRACl(
1
ENO HINGE
Id
2 093
000
VIEW 'D-D' DSB1/6•
2' TRACK
049 TH< (VERTICAL)
II
N
INKAT 407605-0004-,
TYP 2 PLCS
40462E-0003
D' TYP 2 PLCS
W1K8 j1•
046450-0003
400650-0001
HS-1
TYP 3 PLACES
TOM) FIXTURE
I
I
OPTIONAL WINDOW DETAIL
SCALE:3/32
E //--
400650-0004 SPRING ANDCR
SINAFi / CP ONLY BRAOD=1
5.0E 35.00
EtL•B' •B'
STMDARD TRACK DETAIL FOR 16• 405771-0001 P/N
40402e-0003
SCALE: 1/16• 1• 15 -0' LAX. WIDTH ----
SCALE: t/70••t•
SERIES 280 rFFU 289 ARE £OUIVALENT MNSFRL.CT/pV 25C.A STEEL INTERIOR ELEVATION
SERIES 180 ARE SAW C"rRL,CUM AS SERIES 280 ow r 240A STEEL
AAD ETD CAPS
DOOR TESTED WAS 251 SERIES.
DOOR W10THCEINTER STIL ETD STILE Ta 9j4f1 STRRS/SECT. ROLLER YERTI TpXjIIJPER inT) I
16' 3 SINGLE I YES H 601 2- X 7/16' 049- 100 STD.
ROLLER
DETAIL 'F'
SALE: 114
116' WIOEI SEENOTE 4
CENTER STILE
P/N 406660-0004,5.E
l3 PLCSL
407603-0001
9 PLCS)
L •C•
409327-0001 ® -
M rw N IpHWH ••W4•IHY W. W
I • =
HHQI 4 w Wwn HHIWHWAf s WWIWSur
Wor vWlr wrHVA uW
AV WWW HHoaMWN wwvwoHs
Hw.Pr.W Wowwaaw.HIW..HW.
A'
1 1_1 7/5' THC.
SECTION 'A -A'
SCALE: 1/4
F.
061601-0000 49
DESIGN LOAD
A• 25 NSF ±
21.ea< TEST LOAD
7•_0. SHOWN) 37.5 PSF ±
6'-01
X. HEIa
12 • ® LG'
405771-0002
0- 409
DAVID FATE 02/19/96 ,• t Won
2
0575
4-Sn6 x
f 3/4• o
LAG SCREW
6.04
10
PM 409328-0001 PLATE.H SP
2 7/1a
106 TN(.
7
0
070 MIN
P/N 401199-0001. TOP FIXTLRE
ATTACK TO DOOR 1 IN
4 SCREWS P/N 605911-0001
091 ult,-.M1 1
0
O
3 9/t6'
O
O O
0 0
2 7n6'
PM 405771-)O= 807. FIXTLRE
FOR 160/260/290/390 SERIES
ATTA04 TO DOOR WITH
3 SCREWS PM 605911-0001
0575 2 9/32
REF
070 MIN
000
3 3/15
o o I 00 0J_ 00
6.00
O O
7/16jl
PM 407603-0001, CENTER HINGE
O o STEEL DOGS
ATTACH TO DOCK WITH
SCREWS PM 6059 11 -0001
PM 409331-0001 PLATE. FLOOR
DOORMC7I J I
0 T
I
1
I
I
I
7- H104DOOR
PM 409326-)O= POST ASSY- VERTICAL
PV6T^IASSY
SHOWING FLOOR
PLATE
f=`7
LATE
r2.
765 .156, CIA
I
II
3.00-i DIA
PM 506069-0001 PIN
23
T
j-LENGTH . DOOR WIDTH - 1'+I
1 -
T7/• E}IrL
y/e MIN TH< '
PM 400650-10001, ROLLED HS-x STRUT
PART N.M13Et IN TW STRUT
1DO650-ODO1 .030 HS-t
400550-0004 .020 h6-0
2 9/32
H'
0770r-
M I-N
1 000
3 3/16 Q
o 0
PM 407505-X100I. ETC. HINGE
RES10. STEEL DOORS
Prat HA80 I 'M
07603-OW2 .0
407a05-0003 1.10
407605-0004 1.35
407403.0005 1.W
ATTA04 TO DOOR WITH
4 SCREWS PM 605911-0001
1.25 -.._
o Oo
PM 405879-0001 LINK
o O /2. H
106 MIN
P/N 405964 t 046450. BRAOfET. SCAB
PART. MAGER
q,14405964-0001 3-
046450-OD0
000 2T17 ROW
O
O J
4 5/6' .
L_
I
o 0 0
F---3• -...I . .
P/N 061601-0000. SLIDE LOCK ASSY
I
o
o O 2 3/6' Ho
06 MIN-4-
PIN 405954-0002. 8RA00=T, SCAB JOINT
SCAB EFACKET DETA I C S
r-4.
56l
1.eo f rG c i `r L'F4c` 1_ T
j-.44 .44
P/N 404828-0003 ROLLER ASSY, TR-1
TR-1 ROLLER LOAD: SO LB9. MAX.
167
s. 2S 2. So.4 IRS
1 ° II
00
L
375 D I A
HOLES
P/N 406676-0001 St:*''ORT
4 u.. 40 0. 4r w 4.. . rr '
41m 4 ,9mr4r e 40.a4r .i. rX ..' 4r.r . u. r.o4s ,.
r 4n 4v ss. +4 rrrura ..
y WA
n•....00 r4r 4ri .. 4>
wu r
e i ... Amy+ r .14:c4eTro. r NEE
S- 4-
ILL INGj--'
SECTION
SfEEI STRiTs115
119' WIDE OOOt31
02/
c10-000,_S _6 e
A
P .
i
ONE BY WOOD —
SLICK BY OTHERS
CALLK BETWEEN
WINDOWFLANGEkw00DBUCK
CONCRETE OR
MASONRY OPENING
er oD+ERs
ExTER10R
FINISHBYOTHERS
PERIMETER CAULK
BY OTHERS /
FLANGE TYPE J
WINDOW FRAME
HEADER
EXTERIOR
WINDOWM13GHT
FLANGE TYPE
WINDOW
FRAME9LL
PERIMETER CAU K-\
BY OTHERS
SHIM AS REO'D
SEE NOTES)
BUCK V40TH
INSTALLATION ANCHOR
3/16' DIA. TAPCON
SHOWN 1/4' SHIM
FLANGE TYPE SPACE MAIL
CAULK BETWEEN WINDOW FRAME
WOOD BUCK k JAMB
MASONRY OPENING
BY OTHERS
d
1 1/4' YIN.
EMBEDMENT
1/4' SHIM
SPACE MAX.
ONE BY WOOD
BUCK BY OTHERS
1 1/4' MIN.
I EMBEDMENT
SHIM AS REO'O
SEE NOTES)
G CONCRETE
OR MASONRY
OPENING
BY OTHERS
C wSTALLAMON
ANCHOR
3/16' CIA
TAPCON SHOWN
PERIMETER CAW(
BY OTHERS
CAULK BETWEEN
WOOD BUCK k
WINDOW WIOTH MASY OPENING
BY OTHERS
EXRBIOB CAW( BETWEEN EXTEWOR
WINDOW FLAN FINISH
W000 BUCK OTHERS
SECTION 2
WINDOW
I A a c.
D E
WINDOW
HGT. F G
H I
Q \
Q
v
CAULK BETWEEN WINDOW FLANGE
k PRECAST SELL WITH VULM
PRECASR Sal 11a ADHESIVE CAM OR
BY OTHERS APPROVED EQUAL
SECTION 1
CCRFGu NOTES
1) SHIM AS REO'0. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX.
ALLOWABLE SHIM STACK TD BE 1/4'.
2) WINDOW FRAME MATOtW-, ALUMINUM AUZf 6061
3) USE LATEX CAULK BEHIND WVNDOw FLANGE AT HEAD L JAMBS SCE MUST BE
ATTACHED TO THE AIBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL
4) APPUCATION Or VUUOM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT
LWNUFACTURDCS RECOMMENDATIONS.
5) USE LATEX CA" FOR PERIMETER SEAL AROUND C U40R OF WINDOW FLANGE
5) CLASS THICKNESS MAY VARY PER THE RECIDFEMENTS OF ASTM E13M CLASS CHARTS.
SINGLE GLAZING IS SHOWN. INSULATING CLASS IS ALSO QKLWFIED.
7) GENERAL ALUMINUM'S 1440 SERIES SNCLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO
THE 1540 INSULATING CLASS SINGLE HUNG SERIES.
BUCKHEIGHT
SILL STOOL
BY OTHERS
1—.1
ELEVATION
VIEWED FROM EXTERIOR
w
Z-NTR.k,:L/FLLO•+Hy.UL R..'O.I.F. a4I
K fl1\UL't1 C C/i EEL NAIP'L'C+i
aFNERAL AL urt/N L/M
N A qw..R PH.F. $ --,
COMPARATIVE ANALYST ON CHART
CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR
SIZE INCHES CAPACITY IN PSF LOCATIONS
WIDTH/KOCR EXTERIOR INTERIOR HEAD immsSIZE
12 tf ,n x I• n IN B F.G
U 1. 1n x se 3A 7a 78 B F.c
14 10 1/8x 50 SA Sf 59 a F,G
14+4 is ,/• x . ,H 54 54 B F.G
14+5 19 1/1x 55 •A 52 52 B r.G
1s1a 1• I/ 1 x 72 4540 4540 B F.0FC
1 25 wx eFoe
IH3 25 1/2 x 38 3/151 51 S F.0
1144 26 IA x -A- 44 M 8 F.0
1H4+4 26 1/2 x 54 AA 42 47 B F.c
INa+s 26 ,A I 55 - 41 41 a r,c
IRSINS 26 1/2x 63
1 •
40 4040 B F.GF
o 1n x 26 54 a
307C3 30 1n x 35 3A M 44 B G
4 30 1/21 50 •A 40 40 a F,G
30x4+4 30 to x 54 •A 40 40 a F.0
3MK , 30 ,/7 155 •A 40 40 a F,G
3OE5 30 1n x 93
30 n X 72 4Q40 40o B F.
27 37 x 1 B
23 37 x 3a 3A 40 40 a F.G
24 37 x 50 •A 40 40 B F.
24+4 37 x 54 V• 40 40 B F,c
2445 37 x 53 5A 40 40 a F.c
25 37 X 63 40 40 B F.WU
26 37 x 72 40 40
4a26 I 48 B c
AM50 45 x 35 3A 40 40 B F.G
4a 45 x 50 SA 40 40 a F.G
4464 4a x 54 &A 40 40 a F.r.KJ
484+5 4a x 55 IA 40 40 a F.G.HJ
4E•3 46 x V 40 40 B F.CJIA
3: 11x 45 45 a F.G 33
53 ,x 3a ny 40 40 a F.G 34
53 ,A x 50 1,A 40 40 a F.G.M.I 34+
4 53 1/• x 54 Sn 40 40 B F.c.H.I 3+
45 53 1A x 55 N 40 40 B r.G.HJ 5
53 1A x u 40 40 a F.C.HJ 35
53A x 72 40 40 a FG.HI HIM,
1)
MERC WRIER RE95TANCE 1<ST RL(xAREMENT OF 15x OF OESCN LOAD APPLES POSOVE OCSCN LOA05
W3E BE LIMITED TO 460 PSF DUE TO WATER TEST PRESSURE OF 9.0 PSF ACHIEVED IN NEST. 2)
wSTALLATIOpt FLANGE FRAME KNDOW IN CONCRETE OR MASONRY OPENING USE 3/16' CIA TAPCON ANCHORS
OF SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4' EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN
ON (HART. 3)
SEE ELEVATION FOR KEY TO TAPLLN LOCATION& 4)
INSTALL •a sC OF SUITifaEMT LENGTH TD F'ROWUE 3/4' Mw. EMBEDMENT INTO WOOD BUCK AT ALL
DINER ACTORr APPLIED HNSTAl1ATlON HOES 5)
IF DUCT WINDOW SZE IS M07 LISTED IN ANCHOR CHART. USE ANCHOR QUAN71TY LISTED MIN NEXT LARGER
SZE. FOR THE APPROPRIATE DESIGN PRESSURE REOD. urrrcwa`
om .
QZ3UAlI1Nur2. 1D71 .
Ni4457 m • t4Tldka Ti r= • to IMF JIM • Dd.. TI 7SS11 t.
AT„o I,3K1v1,0, ASSEMBLY
DRAVANG SERIES
1440/1540 ML SINGLE HUNG MNDOW T
iJili \ 8B
N/A QZ
7l/-OZ ma wi o.r ' ty Iult:
STAR 1,L\1901 IT Ea _ 10 26 01 B DO PWV
D 1T. PR=XT TECH W=f CORP- 250 WrIERK XOp P,fY_ S1RIC 734 1[AT.O., FLOW 37744 N4W 40 1141 I4 : 2/ g U
A7 1
L
CAUL. BE TIKEN W000
BUCK 6 YASOHR,
OPENING B, OTHERS
ONE By WOOD —
BUCK BY OTHERS
CAULK BETWEEN
WINDOW FLANGE
t WOOD BUCK
B, OTHERS
PERIMETER CAULK
B, OTHERS
0.AZ.0
WINiHE,
I
BY OTHERS
INSTALL.11011 .NCHCR
3/I6- OA 7APCON
CONCRETE ORSO,R, OPENwc
B, OTHERS
SMM AS REO'D
SCE NOTES)
J 1-1/.- YIN
Eu8EOYENT
HIM uSHIMSP
FLANGE TYPE
WINDOW FR.uE
HEADER
BUCKHEIGHT
DVCn WIDTH
AYACE
5„iu SPACE
S.I. AS REO'D
SEC NOTES)
I
EYSEDIENT
rLANGE TYPE CAI&. BETWEEN
WINDOW FRAME 4 WOOD BUCK k
JAYS Q YAS', OPENING
B, OTHERS
GL.z,nG
INSiALLADON ANCHOR
3/16- O , IAPCON
ONE By WOOD
CYTCT60R
BUCK B, OTHERS
CAULK BETWEEN
MNDOW FLANGE
PCROTE CAULK
WOOD BUCKERDIOMENS
CONCRETE
WVNDOW WIDTH OR YA.RY
OPENING
By DINERS
IIZYT -
COMPARATIVE ANALYSIS h TAPCON ANCHOR LOCATION CHART
WINDOW DESIGN PRESSURE TAPCON ANCHOR
SIZE INCHES CAPACITY IN PSF LOCATIONS
WIpTH/Il[IOIT EXTERIOR w1E R10R HEAD JAMBS
12 x EO 0 5S
DEr•G
D.Cr.G17A72056
76 X 16 a0 159 C. nI
2. . 16 0 A.B F G
21 x 24 0 5 A.B r.G
1• X SO a0 A.8 r,G
74 X Si 0
s0 A.B D.t.r•G
7. •a 0
a0 A.B D,E r•c
2. Y W 0
0 A.B O.Er.G
2. X 77 a0
40 A,B D.E,r,G
32 x •a AO B o.E.r.0
36 x ;a 0 0 A.B O.E.r.G
36 [ a
0 B D.t.r.c
a 72 40
a0
A.B 0 E,Ir
a x 24 40 A.8 0Er.c
0aaao0
0 B f,G
64 X 2• 0
0 A.B r G
77 x M a0
0 A,B 0.[ r,G
72 Y 60 40
40 A.E nJ
73 x 11 40
SECTION 2 ATUCCO
6, OTHERS CENTRAL FLORIDA B.O.A.F.
WINDOW MANUFACTURER NAME:
WTH. A)rF1114J — GL ALur E,NERA MASTER
FILE # ;?- A
C .j rFNrRA,
NOTES• EACH INSTALLATION AHCHOR WITH LOAD BEARING SLOWABLE 1) SNIY AS REO'D. AT UHIM. wA.
AL r D
E.
SHW STACK
TO BE 1/.-. 2) wwDOW
FRAuC w1CR1AL- ALUMINUM ALLOT 6063. USI BEATTACHED 10 HEAD &JAPPRO+COL 1 3)
THE SUBSTRATE 'N18HHIvuLKEMN 111i6 AO.ES.ETLAHGETCAMLK OR EQUAL. T WITH SEALANT CAULK AT rRAAIESILLMUSTCOURTAN2APPLICATIONof
vLAium
116 ADHESTK MANUFACTURER'S RECOuMENDAT10NS
EYTERIOR OF wwDow FLANGE. 5) USE LATEXCAULKFORPERIMETERSEALAROUND6) CLASS THICKNESSMAYvARYPERTHEREQUIREMENTSOrASTuE130D GLASS CHARTS. Of 15% OFDESIGNLOADAPLIES. POSTIK OESIG. 7) WHERE WATERRESISTANCETESTREOuwEMENTWILLBELIMITED10400PSFDUETOWATERTESLPRESSUREa60PSTACMIEKDINTESTS. WINDOW H 1
LOADS
a)
INSTALLA110M.
FLANGEFRAMEWINDOW m CONCRETE OR uA,FJRY OPENING USE INTO BS OF SUFFICIENT LENGTHTOPROWDEuw1-1/. Cu8E0uENT INTO SUBSTRATE HGT. TAPCON ANCHORS
AT LOCATIONS SHOWN
ON CHART. 9) SCE ELEVAl10N
FOR KEY TO TAPCON LOCATIONS. uw. EuBCDuENI INTO WOOD BUCK IO) INSTALL /DSCREWSOFSDrrICIEN' L[NG1N TO PROLES 3/•' N' FACTORY APRIEDMC'PS ARE H07 PRCSC'-1. AT ALL OTHEREACTORTAPPUEDINSTALLATIONMOLESaSCREWSSHOULD
BE PLACED AT MAX 6- rROJ CORNERS k A. 7• OC AHCHOR OUANT17• LISTED "IRA 11) IF EXACTWINDOWSIZEISNOTLISTEDINANCHORCHART. USE NEXT LARGER SIZE.
FOR THE APPROPRIATE DESIGN PRESSURE REO'D 7w5 PRINT ALSOAPPLIESI. THE 7550 SEPES 12) GENERAL 1450SERIESPICTUREWINDOWISSHOWN. F G TLC
SILL STOOL
ITHEPS x 8
PRECAST
Ski.
WITH NILKCAI 116 ADHESIK CAULK
OR PPRMD EOUAL SECTION
1 1 --
m' As&*
ELEVATION VIEWED
FROMEXTERIOR
TD71 i'. ENcf6E
EE.•ECNYaOWI. i1 Tsooi•r.o. 1.a15D2).00IRT. TS ) RIPW 14 INSTALLATION
C':TAIL
FRIES 1450/1550
F:ANGE PIN CANNA i. (N.•
R X. u..T BB N/A
REWva. ,a.. .. EcN•
I: 'II wry DI CFfI : D.7E s'
c
SHEATHING
By OTHERS
6 WSIALATION ANCHOR
SCREW SHOWN (I YP)
Ex TERIOR--\ FINISH
BY OTHERS
PERIMETER CAULK
6T DINERS
FIN TYPE WINDOW
FRAME HEADER
FxTERiO
CAULK BE 7wEEN FIN SHIM AS REO'D
@ SKATING
SEE NOTES)
1 YIN,
EMBEDMENT
FIN TYPE
WINDOW FRAME
JAMB
A BY OTHERS
SHIM AS REO'D.
SEE NOTES)
WINDOWHEIGHT
FIN TYPE -
MNDOW
FRAME SILL
PERIMETER CAULK
By OTHERS
8 SCREW IIIIINSiALAT10N
AN OR SHOWN
E XTER 0R
FINISH, 1- MIN
DIERS EMBCOMENI
SHEATHING SECTION 1
BY OTHERS
18 INSIALAIION ANCHOR SCREW SHOWN (TYP)
2 x Lv00D
BY OTHERS
CAUL 'ETWEEN
SHE, 1+ FIN
By 0..
I' MIN.
EMBEDMENT
I
SHEATHING
By OTHERS
WINDOW WIDTH
EXTERIOR FINISH
BY OTHERS
EXTERIOR
PERIMETER CAULK
BY OTHERS
SECTION 2
WINDOW WTH.
ANCHOR (1TP.)
0 0 o 0
O
0
1
O i
24' OC
MAX. (TYP.)
O O
WINDOW
EQUALLY SPACE
HET.
o
ANCHORS (IYP )
0
o / o
M AS REO'D O
E NOTES) 0 0 Oj o O 6(ITP•)
WOODTHERS
j 76MAX. (TrP.)
8E TWEEN
ELEVATION
VIEWED FROM EXTERIOR
MANL)CAC 1'lJY3:CE 1VAhffi
CErNI-RAT %LUMI U
MASTER FELE # 3
COMPARATIVE ANALYSIS 4 ANCHOR CHART
WINDOW DESIGN PRESSURE NO OF /8 SCREWS No OF 0090 DIA. NAILS
SIZE (INCHES) CAPACITY W PSF REO'D IN FRAME REO'D IN FRAME
NDTH/HEIGHT EXTERIOR NTERIDR HEAD SILL PEA. JAMB HEAD I S&L IDEA JAMB
16 X 30 t09 IO9 2 2 2 2 2
16 . 40 83 83 2 2 3 7 2 3
16 X 5o 63 63 2 2 3 7 7 3
7
20 . 30 85 6f 2 2 2 7
20 . 40 73 73 2 2 3 2 2
20 . so 59 59 2 2 3 2 2
IS 2 7 2
26 z 1O 5 2
28 It .0 52 52 2 2 3 2 2 3
26 . So 6 6 2 2 3 2 27
30 . b 52 2 2 2 1
3o ,0 9 29 2 2 3 2 2
b a so 2 2 3 2 2
2 2 1 3 2
36 . 3o l I 2
A. .0 AO 0 3 3 3 3 3 3
1d . 50 AO 0 3 3 3 3 3
3 3 1 3 5
0 . b 0 0 7
AO . AO 40 0 3 3 3 3 3 3
AO X 50 40 AO 3 3 3 3
3 1 1] 5
I) SHN AS REOD. ADJACENT 10 EACH D41ALLAIION ANCHOR WITH LOAD BEARING SHIM MAX.
ALLOWABLE SHIM STACK TO BE 1/. .
2) WINDOW FRAME MATERIAL: ALUMINUM ALLOT 6063.
3) USE LATEX CAULK BENNO WINDOW FIN AT HEAD. SILL t JAMBS
A) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE.
S) GLASS I I KRESS MAY vARY PER THE REOIRREIIENTS OF ASTM E1300 GLASS CHARTS. SINGLE
GLAZING IS SHOWN. INSULATING CLASS IS ALSO OuALIFIED.
6) WHERE WATER RESISTANCE TEST REOUIREMENI OF 15% OF DESIGN LOAD APPLIES. POSMIC DES4.
LOADS KILL BE LIMITED TO ,00 PSF DUE 10 WATER TEST PRESSURE OF 60 PST ACHIEVED IN TEST
7) INSTALL.11oN FYI FRAME W-DON IN WOOD FRAME OPENING NTH Two By NOOD STUDS. USING
00901N DIA NAXS OR F6 SCREWS or SUFFKIEN7 LENGTH TO PROWDE MIN 1• EMSEDNEN7 INTO
SUBSTRATE
6) V EXACT WINDOW SIZE IS N07 LISTED IN ANCHOR CHART. USE ANCHOR OUANNTT LISTED NTH
HE XI LARGER SIZE
9) GENERAL ALUWNUM'S 1140 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1940
INSULA71RG GLASS StRGLE HUNG SERIES
1001 W. Cn16T Rd. • C-dim TT 7SWE • P.O. W. 319077 • Dam TT 751EI
P.•.c ¢¢r10
ASSEMBLY DRAWING
SERIES 11A0/1940 ML SINGLE HUNG WINDOW
M.M
BB N A
C1P MR a•c •..MIA
G•iE s1MIMWgo. 5. :u _ 11/05/01 6 I GEN-0013
I' MIN WIOTM
1/M'
SHE AT MIN.
EMBEDMENT
I
SHIM SPACC
3, OTHERS 2 X B, WOOD
Il OS.ERS SHIM AS RED D. 2 : WOOD
GAuI. BEHIND fln
vlMOpv
B, OTHERS
FIN T,P[ WINDOW
D INSIALLAIIDN r-HE J.MIT
f INIIH / ai[RIW \\
N
ANC.i:R SCREW I• Br OTHER
1' MINMqKSMiHATRCD•D GL.IING ON7
PE RIMEiCR (A(L. III <SCC )TICS, — IT
p7MCRS FIN
11PE RAME WINDOWFHEADER
GLAZING
SECNOIES, Ex1ER1O7
FIN
ITPC rRAK
SII PCRIKIC
BY
OTK1 C.
TER1DR FINISHIT
OTHER CAUL.
Ii SECTION
I y
N.
1/••
1u.. SHIM
S ACC ; WINDOW
HEIGHThAl
WINDOW
HEIGHTE
DID
1/.•
lux SHIM
SPACE B
INS 7 ALL AT III, A,
C.OR SCRCv 2
x WOOD a
OTHERS Cx
TCRIO7 PERIMETER
CAULK B,
OTHERS INSTALLATI6(
EXTERIOR
ANCHOR
SCRCv r
INI SM CAUL. {(HIND FIN 21
OTHERS SECTION
2 SHE•IHING 3,
OTHERS COMPARATIVE
ANALYSIS 8 ANCHOR CHART WINOU.
DESIGN+
PRESSURE NO or •8 SCREWS Or NDOr 0099 DIA NAIL$ SIZE
INCHES) CAPACITY IN PSr RCOUIRED IN FRANC IN FRANC vIDIN/
HEIGH Ca7ERIOR INTERIOR HEAD L SILL a EA. JAMB HE'D L SILL B CA JAMB 20 .
30 0 0 2 2 2 2 20
X.0 D 0 2 3 2 2 20
x 50 0 40 2 3 2 7 2
7 a
70 0 0 2 30 .
0 40 40 2 3 2 3 30
x 50 0 0 2 3 2 3 0
60 2 2 0
0 2 X0X4000333 3 40
X 50 0 0 3 3 3 40
X 1 3 5 50 .
70 40 40 2 50
X .0 0 0 3 3 50 .
50 40 40 3 50
3 5 1
0 CENTRAL,
FLORIDA R.O.A.F. MANUFACTURER
NAME: Al
T /M/NU!'1 MASTER
FILE # I)
WHE I ) RE WATER RESISTANCE TEST RCOUIRCKNT OF 15Z Or DESIGN LOAD APPL IC S. POSITIVE
DESIGN LOADS WILL BE LIMITED TO .00 PSr DUE TO WAY ER TEST STUDSI
US Q
l0 S( .CHIC vSu
rI TEST.
2)
INSTALLA710N rIN re KC WIMODv IN WOOD FRANC OPINING VII, IVO 11 v0CID STUDS
USING 90 SCREWS Or SUFfICICMT LENGTH TO PRDv10( M171 1' EMBEDMENT INTO
SUBSTRATE OR 0.099 IN DIA, NAILS. 3)
If EXACT VIND10V SIZE IS NOT LISTED IN ANCHOR CHART. USE OUANIITT LISTCD 2
WITH
NEXT LARGER S1ZC. SHIM
AS REO'D. ADJACENT TO EACH INSTALLATION ANC! WITH LOAD BEARING SHIM EOUALLY
SPACE MAX. ALLOWABLE SKIM SLACK 70 BC 1/4•. ANCHORS
UTTP) 5, VlNppv FRAME KATERIALI ALUMINUM ALLOT {063 6,
USC LA7CX CAUL. BE MIND vINDDW FIN AT HEAD. SILL L JAMBS. 7)
USE LATEX CAUL. rOR /CRIKICR SEAL UNN AROD Ex7CR1OTOrWINDOWFLANGEDTGLASS
THICKNESS MAT WART PER RCOUIREMENTS OF ASTM [1300 GLASS CHARTS SINGLE GLAZING
IS SHOWN. INSULAIIKG GLASS ALSO DUALIriED. 9) GENERAL
ALUMINUMS I1D0 SERICS PI[IURE WINDOW IS SHOWN THIS PRINT ALSO APPLIES 10
1900 SERIES PICTURE WINDOW. 6' MAX
flip) 0 0
0 0 6' NA.. (
TTPJ --.- -- ELEVATION VIEWED
FROM
EXTERIOR 1 y -
OE IY vDOD NOTES
CAULK BE FEE. BUCK ST OTHERS
1) SHW AS REO'0 AT EACH INSTALLATION ANCHOR USING LOAD eEARRNG S"w MAY.
vOOD BUCK L ALLOWABLE SHIN STACK TO BE I/•-
H.SONR+ 0 CNInG INSTALLATION ANCHOR
2) vnAC10W FRAN[ NN7[RUL KuulNuu ALLO+ 6063
Br DINERS 7/16" DI. T.PCON
3) USE LATEx CAULK BEraND WINDOW SLANG[ AT HEAD. SLL A UANBS.
USE LATEx CAULK FOR PERIMETER SEAL AROUND EXTERIOR Or WU(DCW rLH C[.
SHIN AS RE 5) GLAS5 THICKNESS — VARY PER THE RCOVIRCMIN7S OF ASTM E1300 GLNSS CHARTS.
CAULK IETVCEN ElN(Ov SEE NOTCSI 61 DESIGN PRESSURE CAPACITY Or VIHDOV L INSTALLATION IS LINITC3 iC H00 PST.
FLANGE a VGOD TUCK 71 FCP INSTALLATION Or rLANGE rRArE vI-DOES IN CONCRETE OR Nu SGWY OPINING. USE
3/16• DIA T.PCCR+ TYPE ANCHORS Gr SUFFICIENT LENGTH TO PROVIDE .IN 1-1/4•
CdCR[11 OR
CnB[OE INTO SUBSTRATE R'LKC NINCHQ+S 6' HAx rRO( CORNERS L 24' OC MAY.
N ASONRT 0 CNIr1G \
By OTHERS d HIH
IiCiVE CN
B1 BUILD DOWN AROUND CURVED PORTION Or vINDOv FRANC TO RC CNGWCERED IT OTHERS
C HIEDHENI
0
BUILD DOVN HOST BE Or SUFFICIENT SIRENGTH TO ADCOUATCLY IRANSTER LOAD fRON
VINDOV TO IHE STRUCTIlE
91 ELEVATIONS S-OV COPUH COFICURA TIONS IT IS HOT INTENDED TO LUAU USE Or THIS
T 1/4• H. x. PRODUCT TO THESE TVO CONFIGURATIONS THIS SHEET APPLIES I ALL CbFIGURAT IONS
T SHINSPACE THAT CAH BE HANUFACTURCD rRON I.[ 1450/1550 SERIES DESIGNER r11E0 VINDOV
rI- NG STS7EN.
CxtERIOR fIN1SH
CENTRAL FLORDDA B.O.A_F.
BT OTHERS
MANUFACTURER NAME:
PERIIEIER CAULK
1, OTHERS 4:9NERR-L /4L UH/HUH
FLANGE TYPEFLANGEFRANC M ,6 CrBT1;+lO FIfi ILA # 2rL/9a71 G11 Y'YY IG
HEADER
4.IIH; OTF.
SIC pi[U
VINDDv EXTERIOR BUCK
HEIGHT HEIGHT
SHIN AS REO•D
SEE NOT ESI
FLANGE TT C
VINDOv rRAHE
Slll
OTHERSTv00D
ITRO,.S ml 1frCAULK
I/.• "X,
SHIN SRACC
EXTERIOR FINISH J
aITOTHERS
d
CAULK ICIvEEN VIM DOv
FLANGE L VOOD BUCK Cr BEDHENT
CONCRETE O7 INSTALLATION ANCHOR
HASORY OPENING D/IL' DIA TAPCON
11 DINERS
CAULK BE IvECN Vma BUCK L
HASOMr OPENING IV OTHERS
SECTION I
WINDOW
1 1 HEIGHT
2
1
WINDOW WIDTH
ELEVATION
VIEWED FROM EXTERIOR
ej II
n7_7,_rrL 5••-
1
ua NIIH 1/.• A. A
S.I. SPACE
SHIN AS RCO D
FCC NDiCSI r Cn -ULI
FLANGE
IlP[ C•LLK BETWEEN vINDOV
rRAK vOOD BUCK L j-
1 "S'1 OPENING G
B+ OTHERS WINDOW
HEIGHT
0
Q.
7U4 (It/ 0 `
I 1TµLL A71ON 1APCON SEC101CUONE
IT vOOD PERIHCTCR
CAULK BUCK Ir OTHERS Br
OTHERS Ex
TC RIDR FINISH CAULK
BETvCC" BT
OTHERS vINDOv FLANGE vmD
BUCK W10V
VIDIN CONCRETE OR SORT
OPENINGSECTION
2IT
OTHE"S I
f7 WINDOW
WIDTH ELEVATION
VIEWED
FROM EXTERIOR 1001
V. C-7 Rd • Cu 10m TE 75006 • P.O. I.T $19077 • DUOm. TI 75SII PINK
S[ INSTALLATIONDRAWING ONE BY BUCK SERIES
1450/1550 DESIGNER PICTURE VINDD'= 1
I [^
P
M+[ 11
7' Ec" 1112010E 1 B I GEN-0025
E A TEROR F
BT OT..ERS
PERW E TER
CAULK8YOTHCRS
FIN 7YPEFRAMEHE
OLA ZwG(7--••
SEE NOTES
FW TYPEFRAMESILL /
PERIMETER CAULK J
BY OTHERS
Fa INS7µLAnON
ANCHOI SCREW (TIP)
XTER:OR FINISH
8+ CEHERS
CAL_A 9EHw0 Fw -
SHEATHING
8E 0FNERS
IIIERS
NSIAUATION
nOR SCREW (Tr )
SKI. AS REO'D.
SEE NOTES
I- SHIM SPACE
1
T
WOWHEDO
MAX.
SHIM sP,cc
SHIM AS RFOO
SEE NOTES
1' MIN \— 9 A FRAUWC
EMBEDMENT BI OTHERS
SECTION 1
Na:-_:
1) U54GN PRESSURE CAPACITY OF 'WINDOW 1 WSTALLATON IS 400 PSF.
7) INSTALLATION OF FIN FRAME WINDOW W WOOD FRAME OPENWG WITH TWO
eI WOOD 5:UOS. USINC OC99 IN OA NAX,S RACE ,099 NULS 6' FROM
CDRHER S MA. A a' OC MAX eETWEEN 3)
FOR INSTALLATION Of FIN FRAME WINDOW W WOW FRAME OPENWC WITH TWO
Br W000 STUDS. USING Fa SCREWS OF SUFFIpENT LENGTH TO PROMOE
MW, I IN MEOW NJ WTO SUBSTRATE, PLSCE SCREWS 6' MAX. FROM
CORNERS W 7A' CC'Mu eETWE" A)
SHIM AS REO'O ADaACE,T TO EACH IHSTALUTIO. ANCHOR WITH LOAD BEARING
SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/A'. WINOOw
FPwME MATERIAL. ALUMwUM ALLOY 6063 6)
USE LATEX CAULK KnwD WINOOw FIN AT HD. SILL t JBS. 7) USE LATEX CAULK FOR-RIMETG SEATUAMAROUND EXTERIOR Of
WNDOW fLANCE 8)
CLASS THICKNESS
MAY vXRY PER THE REOUWEMENTS OF ASTM E1300 CLASS CHARTS S)
BUILD DOWN
AROUNO CL.W40 PORTION OF WINDOW FRAME TO BE ENONEEREO BY OTHERS.
BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY
TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 10) ELEVAPONS
SHOW
COMMON CONFIGURATIONS. IT IS NOT INTENDED TO U-1I USE
Of THIS PRODUCT TO THESE TWO CONnGURAl*NS. THIS SHEET APPLIES TO
ALL CONFICURATIONS THAT CAN BE MANUFACTURED FROM THE 1100/
1900 SERIES OESICNER FIXEO PICTURE WINDOW FRAMING SYSTEM CENTRAL.
FLORIDA B.
O.A.F. MANUFACTURER NAME: FtiAER.
aL A4
MASTER FILE # DOW
WON D
HEIGHT DOT
2O1:-..
J
ELEVATION
VIEWED FROM
EXTERIOR
i SHIM jPAC
TWOeYFRAMWC
Sulu AS RCOD
Br OTHERS FINTEPE FIN IC
fwe1' YW Eu8C0uENi
I SHE
A
TING
eY OTHERS GLADNC (
TYP.) CAULK
8EMNO FIN SEE NOTES EXTERIOR
FINISH By
OTHERS EXTERIOR Ia INST
µLAnOI
ANCHOR SCREW (TIP )
OTH WIDTH PERILIETER
CAULK81
OTHERS SECTION
2 r-
DO- WIDTH
O O' WIND
Ow HEIGHT /
2 1
ELEVATION
VIEWED
FROM
EXTERIOR
CAULK BETWEEN WOOD
RUCK v MASONRY
OPE—G Br OTHERS
ONE 81 WOOD
BUCK Br OTHER
CAULK BETWEEN MNDDY
FLANGE • WOOD BUCK
CONCRETE OR
M OTHRYER OPENING
Ex TEMOR FRFISH7
BY OTHER
PERIMETER CAULK
BY OTHER
FLANGE TYPE
WINDOW FRAME
HEADER
WINDOWHEIGHT EXTERIOR
FLANGE TYPE
WINDOW
FRAMESILL
PER-ETER CAULKBYOTHER
ONE BT WOOD
BucK BY OTHER
w$f ALL AIKIN ANCHOR BUCK WHOTH 1/ WN
3/18• DIA. TAPCON E-VCDMENT
FLANGE TYPE 1/ s— SHIM AS REOD
SHIM As REDro WINDOW FRAME SPACE YAx SEE NOTES)
Q
SEE NOTES) JAMB 0
CONCRETE OR
Q
MASONRY OPENING
BY OTHER
CNeEDuCNT
y I S7ALLATlp1 ANCHOR
J- 3/16. OIA IAPCON
PERIMETER CALK a
BY OTHERS CAULK BETWEEN
1/A"
WINDOW WIDTH {
WOOD BUCK III
MASONRY OPENING
SPACE MAx
Br OTHERS
EXTERIOR
CAULK BETWEEN
DOW /I.ANGE EwERIOR
By OTHER
WOOO•BUDT
BUCKHEIGHT SECTION 2
ANCHOR (I rP.)
H J aK
PRE UST SILL
Br OTHERS CAULK BETWEEN WINDOW FLANGE
8 PRE CAST SELL MIN VULKEM
SECTION 1 116 ADHESIVE CAULK OR SCHNEE
MOREHEAD 8500 ADHESIVE SEALANT
NOTES.
c-
DOW
WINDOW
1) SHIM AS REDD, AT EACH INSTALLATION ANCHOR NTH LOAD BEARING SHIM, MAX,
ALLOWABLE SHIM STACK TO BE 1/A-
2) WINDOW .RAM[ MATERIAL: ALUMINUM ALLOY 6063
3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS.SILL MUST BE
AITACHEO TO THE SUBSTRATE WITH vULxEu I16 ADHESIVE CAULK OR APPROVED EOUAL
APPLWA![ON OF VULKIM 116 ADHESIVE CAULK OR SCNEE-uORENCAD 8500 ADHESIVE CAULK
AT FRAME SILL MUST COMPLY VAIN SEALANT MANUFACTURER'S RECOMMENDATION,
5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE
6) GLASS THICKNESS MAY WARY PER THE REOUIREMEN7S OF ASTM E13DO GLASS CHART
SINGLE GLASS IS SHOWN. INSULATING GLASS IS ALSO OUALIFIED.
7) GENERAL ALUMINUM'S 1480 SERIES MODIFIED SLIDER IS SHOWN T.uS PRINT ALSO APPLIES TO
THE 1560 SERIES MODIFIED SLIDER INSULATING GLASS
8) DRAWING APPLIES 70 INSTALLATION Or FLANGE FRAM[ WINDOW w CONCRETE OR MASONRY OPENING USE
16' ,A IAPCON ANCHOR OF SUFFICIENT LENGTH TO PROWOE Mw 1-1/4 EMBEDMENT INTO SUBSTRATE
1 LOCATION SHOWN ON CHART.
SEE ELEVATIONS FOR KEY TO TAPCON LOCATIONS
10) INSTALL 8 8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4' MIN EMBEDMENT INTO WOOD BUCK AT ALL
FACTORY APPLIED INSI ALLAT1ON HOLES WERE TAPCONS ARE REOD
I IF EXACT WINDOW SIZE 15 NOY VS7EO PT ANCHOR CHART, USE ANCHOR OUANIIIY LISTED WITH NEal
LARGER SIZE
0
F
2
G
COMPARATIVE ANALYSIS 6E TAPCON ANCHOR LOCATION CHART
WINDOW SIZES DESIGN PRESSURE IAPCON ANCHOR LOCATION
INCHES CAPACITY IN PSF REO'D. IN FRAME
WIDTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS
24 x 12 40 110 H,K A,G
24 x 24 40 67 H,K A,G
24 x 36 40 45 H,K A,G
24 x 48 40 40 H,K A,G
36 x 12 40 85 H,K A,G
36 x 24 40 45 H,K A,G
36 x 36 40 40 H,K A,G
36 x 42 40 40 H,K A,G
36 x 48 40 40 H,K A,G
36 x 55 40 40 H.K A B F G
48 x 12 40 77 H,K A,G
48 x 24 40 40 H,K A,G
48 x 36 40 40 H,K i A,G
48 x 42 40 40 H,K A,G
48 x 48 40 40 H,K A,G
48 x 55 40 40 H,K A,B,F,G
60 x 12 40 73 H,K A,G
60 x 24 40 40 H,K A,G
60 x 36 40 40 H,K A,G
60 x 42 40 40 H,K A,G
60 x 48 40 40 H,K A,B,F,G
60 x 55 40 40 H,K A,B.F,G
72 x 12 40 70 H,K A.G
72 x 24 40 40 H,K A.G
72 x 36 40 40 H,K A,G
72 x 42 40 40 H,K A,B,F,G
72 x 48 40 40 H,K A,B.F,G
72 x 55 40 40 H,K B.C.D.F,G
Gl
CENTRAL FLORMA R. O. A. F.
WIDTH MANUFACTURER NAME:
ELEVATION
nEwEO FROM EXTERIOR MASTER F L,E # 8
1001 •. EmST Il• EmiKL n 73aoE •F11W 11pEZ •IxYA Q 73L1
INSTALLATION DWG. MASONRY W/ ONE BY BUCK
SERIES 1.80 uOOInEO NORIZONIAL SLIDER WINDOW
DRN
y SIB N/A
o3-2c-aL-
I
W.n I.... F.Wc.
03.1c
20/02
vr.• ..eM
c•W0Ir,Ev002727
I•nI c1-crs •.. w+T Ia....
cart
K.•nW
s+I so-
A•yL1 norm. m., ;y
n
rt•Ha
SHEATY.INC CAULK BETWEEN FIN SHEATHING 2 x FRAMING
BY OTHER
@ SHEA NG BY OTHER BY OTHERS
I' u] _ CAULK BETWEEN
9 SCREW 'NSTALATION , EMBEDMENT
1/A MAX, SHEATHING t< FIN
SHIM A5 Rr0'D SHIM SPACE
I
BY OTHERSANCrQR (irP.)
Z x FRAMING (
SEE NOTE;)
Ex TERICR FINISH E- OTHERS
BY OTr._RS FIN TYPE
1-MW
WINDOW FRAME
ER1WEr' CAULK 1/A MAX. JAMB • EMBEDMENT
Br CTHEt SHIM SPACE —
r
r
ie sca[w
r:V iT=E
INSTALATION
F:N '. •
T
ANCHOR (TYP.)
FRAME HEADER SHIM AS REO'D
SEE NOTES) WINDOW WIDTH EXTERIOR FINISH
BY OTHERS
WINDO EXTERIO PERIMETER CAULK
HEIGHT BY OTHERS
cxr RI R
FIN TYP[ SECTION 2
6-MAX.(TYP),
F
w
FRAME Y.L
EQUALLY SPACE 6- MAX.(TYP)
ANCHORS (TYP.
O HEAD. SILL.
SILL STOOL h JAMBS)
BY OTHER
PERIMETER CAULK
1/4" MAX.
BY OTHER SHIM SPACE
SHIM AS REO'O
B SCREW (SEE No VANDOW \
INSTAL \ \ ANCHOR (TYP.)
2 % (RAYING
xTER ORR
HEIGHT \
By OTHERS
B NR5- '
BY C HERS CAULK BETWEEN
WINDOW FIN tr
Sr•EA SING SHEATHING
3r C-HER I- Mw
EMBEDMENT
GE'.ER:_ NOTES
SECTION 1
ZA- O.0
ANCHOR (TYP.)
I) SI V AS RECD ADJACENT TO EACH INSTALLA710A ANCHOR WITH LOAD
BE:RINC SHIM MAX ALLOWABLE SHIM STACr TO CE 1/4'.
Z) r.•:.jOW FR.UE MATERIAL ALLOY 6063 WINDOW W1DHT
J) UET LATEX CAULK BEHIND WINDOW FIN AT HEAD .SILL @ JAMBS.
us- LxtEx CAULK FOR PERIMETER SEAL ARC:ND EXTERIOR OF WINDOW
FF AME.
5) G.-SS THICKNESS MAY VARY PER THE REOUIVEMEVTS Or ASTM E1300 ELEVATION • SI'.1E GLAZING IS SHOWN. INSULATING CLASS IS ALSO OUAUFI[O.
6) O —G APKITS TO RISTyLATIDH OF rim rRAME wN:hr. WOOD FRAME OPE—C VIEWED FROM EXTERIOR•'•
1• • '••
w-- Tw0 ar rOOp STupS USING 099 w DIA NA:-S CR F6 SCREWS OF SurrICIENTLE •. i-H TO PP7VIDE uIH EMBEDMENT INTO SU° TR-
71 V EtACi w.NO:w SZE IS N07 USTEO x1 CHART. -,SE A:CHOR OJAN117-1 LISTED WITH '
LA CER SSZE _
8; OE'•E;AL AtuM NUAiS 1180 SERICS HOFhZO'TAL S' 3r_ ,S S.•O—. THIS PRINT ALSCAP:_ES TO Tr? 1960 WSOLATM.D QLASS HCRIZOI.:AL SVDER SERIES
0-'ZaoL
COMPARATIVE ANALYSIS do ANCHOR. CUANTITY CHART
WINDOW SIZE DESIGN PRESSURE 18 SCPEWS r n0 099 TAILS RED'D
INCHES CAPACITY IN PSF IN FRAM_ IN FRAME
WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH
HEIGHT Sc SILL JAMB Qr SILL JAMB
24 x 12 40 40 2 2 2 2
24 x 24 40 40 2 2 2 2
24 x 35 40 40 2 2 2 3
24 x 48 40 40 2 3 2 4
36 x 12 40 40 2 2 3 2
36 x 24 40 40 2 2 3 2
36 x 36 40 40 2 2 3 3
36 x 42 40 40 2 3 3 3
36 x 48 40 40 2 3 3 4
36 x 55 40 40 2 3 3 5
48 x 12 40 77 3 2 4 2
48 x 24 40 40 3 2 4 2
48 x 36 40 40 3 2 4 3
48 x 42 40 40 3 3 4 3
48 x 48 40 40 3 3 4 4
48 x 55 1 40 40 3 3 4 5
60 x 12 40 73 3 2 6 2
60 x 24 40 40 3 2 6 2
60 x 36 40 40 3 2 6 3
60 x 42 40 40 3 3 6 3
60 x 48 40 40 3 3 6 4
60 x 55 40 40 3 3 6 5
72 x 12 40 70 4 2 7 2
72 x 24 40 40 4 2 7 2
72 x 36 40 40 4 2 7 3
72 x 42 40 40 4 3 7 3
72 x 48 40 40 4 3 7 4
72 x 55 40 40 4 3 7 5
Gkg
LENTRA I 1F•,i.OWDAt B. O. A. F .
MANUFACTURER NAME:
4,ol—t/rlin/Vim
MASTER FILE # 4t
Iaol .. 0wq u. w.wwt n nmE.r.a w E19OT7.OIrA n 711i1
INSTALLATION DRAWING WOOD FRAME STRUCTURE
SERFS IISO /196D M30Ir1ED HORIZONTAL SLIDER
O.N C-0 L-4I
BB N/A
tor IIWXF I DATE . NM 9[.
XTWaIx. .• 03/11/0: GEN-002!
F. ..a^ xs.nrr• ISI+ :>.. V...o. • wi :y •I.-•e. r,1.o• ur.1 ti+.L IN:: Yf-a:M •.. Irr; c-::N
DWG No: GEN70452
MULLION
ANCHOR
BRACKET
WINDOW
FRAME JAMB
TYP.)
N
SECTION
Li
EXTERIOR
INSTALLATION MULLION
ANCHOR' ANCHOR
TYP.) BRACKET
CENTRAL FLORIDA R.O•
MANUFACTURER NAME:
R FILE #
I
8 SELF TAPPING °
SMS (TYP.) ° o
SUBSTRATE
MULLION
DIE NO. 1445
A -A
fit.
ELEVATION
6A P
MULLION
DIE NO. 1445
INSTALLATION
ANCHOR
TYP.)
SEE NOTES
2 & #3
v
F 1-7/8"-
SECTION B-B
NOTES:
1) 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
TITLE: FIN VERTICAL MULLION INSTALLATION DETAIL
ALUMINUM TUBE MULLION, DIE NO. 1445
0 _ _ _ _ JS 3/17/02AREAORN: DATE:
WT/FT: - - - - SCALE: MAIL: - - - - DYVC NO
HALF GEN-0452
an ow =O IrT TFdNOLOGT CORP.. 250 LNTERNAT10NAl PKKT, HEATHROW. FLORIDA 32746 PHONE 407-905-0555 FAX 407-605-036E
4 k ! 1'
GENERAL ALUMINUM CORP.
HORIZONTAL MULLION DESIGN LOAD CAPACITIES
EXTRUDED ALUMINUM TUBE MULLION #1445
WHEN USED FOR MULLING TRANSOM
FLANGE
HORZ.
MULLION
MULL SPAN>
WDW. HGT. V
53.000 61.000 74.000 96.000 106.250
26.000 222 153 92 38 26
38.375 198 135 80 34 23
50.625 190 126 74 31 21
54.625 189 125 72 30 21
55.625 189 125 72 30 20
63.000 189 124 70 29 20
72.000 189 124 70 28 19
NOTES:
CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1445 USED HORIZONTALLY.
CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN.
WINDOW HEIGHTS SHOWN ON "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 6 APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-03651 FAX 407 805-0366
CA020039
12-Jan-2002
01-1201
GENERAL ALUMINUM CORPORATION
HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION DIE #1445
FLANGE
VERTICAL
S.H. SIZES
WDW. WTH. >
WDW. HGT. V
19.125 26.500 30.500 37.000 48.000 53.125
26.000 1609 1497 1497 1497 1497 1497
38.375 622 515 486 466 465 465
50.625 331 262 241 219 203 203
54.625 279 220 200 180 164 162
55.625 268 211 192 172 156 153
63.000 204 158 143 127 112 108
72.000 153 117 106 92 79 76
CHART APPLIES ONLY TO MULLION #1"5 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 & APPUCAnON ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805MM I FAX 407 8054)366
CA020122
FEB. 19, 2002
02-0217
A 4
GENERAL ALUMINUM CORPORATION
HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION DIE #1445
FLANGE
VERTICAL
P.W. SIZES
WDW. WTH. >
WDW. HGT. V
16.000 24.000 36.000 48.000 53.125 73.000
16.000 1609 1497 1497 1497 1497 1497
24.000 622 515 486 466 465 465
30.000 331 262 241 219 203 203
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 APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-03651 FAX 407 805MW
CA020123
FEB. 19, 2002
02-0217
DWG NO: .
J _ 0-' 51
MUL LI
ANCH
BRACK
WINDOW
FRAME JAMB
TYP.)
STALLATION
ICHOR
8 SELF TAPPING
SMS (TYP.)
MUL.uON
DIE NO. 1446
SECTION A- A
CF
of
M'JLLION
D;E N0. 1446
I II I
I II I
I II I
I I
I
MULLION INSTALLATION
ANCHOR ANCHOR
BRACKET (TYP.)
o
v
v
v
a
n
SUBSTRATE
a C1k v
v
Iv
F— 1-7/8"
CENTRAL FLOPdDA B. 0.11LF.
SEE NOTES
o #
2 & #3
SECTION B-B
Li
EXTERIOR ELEVATION -
MASTER Fl,E # NOTES:
1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO.
1446, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM C OR P
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 DETAIL
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 INTO WOOD AREA: — — OR": JS APRVD: — — — — DATE: 3/1 . % i
FRAMING. WTIFT: SCALE: HALF MATL: — — — — DWG N0:
GE.I-1;--
PREPARED BY. PRODUCT TECHNOLOGY CORP.. 250 INTERNATIONAL PKNT. MLAIHNUl. 1LUKWA Jt••a .n— u-our-,o •
SHIN cS RE'0'G INSTALLATICN ANC-CR
SHEATHING tSEE NOTES) R8 SCREW
it OTHERS
CALK BETWEEN
DOCK FLANGE iv0 3, WOOD
L SMEATHING BY OTHERS
ICI v I I v l
1/A' MAX.
SHIM SPACE
DON WIDiN
SLIDING GLASS
OCR FRAMEJAMB
8• M'T ZTCIPERED
STUCCODR
GLASS
SIDING tTrP.)
iY01HERS
LIDING GLASSffEM9ED<N
OOR FRAME
PERIMETEREAD
CAULK BY
OTHER
PERIMETER J
CAULK BY
TEMPERED OTHERS
GLASS (TYP)
DOOR
I:u rr.L'dr==• III-'"t HEIGHT SECTION B-B
Lo 1C) 4uDERS _
SLIDING GLASS
SILL
D
1
r,5-
A' MAX. SHIM SFACE 1111. ALLATIGR "Ciyi
TWO it WOOD RB SCREW
1-1/B 'EI By OTHERS TWO it WOOD
EM.EDMEHi
iYY OTHERS
r/SKTHING !
N.
SLIDING GLASS DOOR
SHIN AS REO'D NOED( STRIP
CSEC NOTES)
INSTALLATION ANCHOR
Be SCREW
CAULK BETWEEN
DOOR FLANGE
L SHEATHING
SHEATHING
BY OTHERS
1-1/8• Mill
ENBE DmEmT
SHEATHING .
IT OTHERS TEMPCRCD GLASS
STUCCO tTYP STUCCOOR SIDING
OR SIDING By OTHERS
ST OTHERS SLIDING CLASS DOOR J
INTERLOCK
HOOK STRIP DETAIL
I) Dml MATERIA,- ALUKLIAM ALLOT NLS
i) RR D.SIALLATIDM SCKv2 vSN1K or SSrrICIENT L"TM TO ACWCVC M. EMKWi l Tr
INTO vmD TKOs ITT•C D.SIALLATID. A.dQS AI SILL MIST IS 0 ELrrglENl
LENGTH la AC.IC vC MIK C- 2CM(CNT Or I-V.' IMTO NAt"T Cl CG -KTC A
D.SIALL.TID. AACbI CHART D. R.OI or TNIS SME17. vs,
SIL tccm ZED ACRTL IC CALLR K,.IMD DPI rLAMGC At .C.D L J SS. 1)
ITSE tIL[ MIZE0 ACR Ttq CALL. FOR KRDCICR SEAL ARRMD CITE R100 Or DOOR.. i !
1
IT CRKT DOOR SIZE IS 00 LISTED D. AKHDR [MA41. VSC IICHM Dw,.f ITT LISTED v11H ,(al LARGER %
I:(, rat IHE AMR@RI.:E %SIGN MESSIAC KWIL 7)
rem ROCK" DOOI SIZES USE CLOSEST MASS DOOR SIZE L COWICIA.TDO. TO rDYSHED OCMD4 B
PLACE INSTALLATID. A.tMIf. IN rRD.T Or wI STRIP AS SHO— E) _
IS TMgX,CSS T vART PERRCDAR R DRC)CMTS Cr ASTM C130D GLASS CHTS 1) Dml
LRDI IS AR ItOvCD In.. IEMREICD CAAS: U SIAaC GL.ZCD OR I--"- GLASS ID) JANI /
SILL CORKRS ARE TO RC :CALE3 WITH A SN.LL JOINT SEAM SCALER. II) fNIM
AS RED, CA AI CASETCr INSTALL.IID..<PWS. M.R ALLDWAILC SNIN StACX TO RE 13, ALL
INS TAILATICH AMCI(','If MIST K r0< O CREMESEX KSIf TAMI nA iCRIAIS 12) ALCM '-A M-MC. AKRS U T IE AND 9' 3MSE NTS SISCD RAZL ARRRGvCO C:erIC.
AtATIC.S ARE AS LISTED O. AACHDI CHART D. S.C. O/ IHIS SHC:T. EXTERIOR E
L E V A T 0 I.) bT ALL T7 ICIAATIC.S LISTED Amv_ ARE L.Cv O. THIS DRAWI.C. -C-El R WV LLATIC. D . / 'I •
EI.3E DME NT T SECTID.: '
A A' 'I-!• L NtOR ITRV xiAlt APT•LT 10 IMSTALLATID. Or ALL ARP"O Cl 1-1/
A• MIN COWIG.A.
TICwL 2 FANEL
DOOR SNOVN IS, fLORIDA
CRTRUDCRS DIM SERIES C:DDC GLASS DOGR 7S %Ho— TNIS PRIMT a ED w-ICS TD 1 2000
SElgf
AMD 700 fL71Ci 0 • • o
0 1
L13ERALLY
APP
T CA"CIMG
UNDCR SILL OR SE.
SILL IN :ED !NSTALLATiEN AN[h0R Or C1K';
E.E 3/I6' 31A TA7CON SECTION A -
A Ft 12002
DESCRIPTION DATE
11N1 F L P I D A EXTRUDERS I INT.
INC. SANFOPD FL. TITLE. SLIDING
GLASS DOOR INSTALLATION WITH -.
8 SCREWS DP.AWN
BY: 33 1 APPROVED BY: ATE: !E:::/
Gi 15CALE: N.L IDWG 2rLE=-- 5'- F •3
CO"CRE7E OR SHIP. AS RE•C'D INSIALLAIION ANCHOR '
MASENNRT OPENING TSEE t4-,--S) 3/16• DIA TAPCON
BY CilE4S
CAULK BETVEEN INSTALLATION ANCHOR
DOOP ELAN- R8 SCREV (TTF, WHERE
L V00^ BUCK CAULK-ETVECN ONE ?1 VOOD TA?CONS A<C NOT REO'D.)
VOOD BUCK L PUCK 6T OTHERS
PERIM_TER MAS•Y. OPENING
C ALL IT
CI, H"LRS
1
BY OTHERS r 1 1/<• Mi N.
EMBEDMENT
STUCCO T SLIDING GLASS
Y DTNZ- RS DOOR FRAME
JAMB
t
r 1/6• MAX.
D - I SHIM SPACE
7rc,17
INSIALLATIDN ANCHOR
8 SCREv (TYP. VMERC
APCONS ARE NOT REO'DJ SLIDING GLASS
DOOR rRAPE
HEAD
TEMPERED
GLASS (TYP.)
DOORHEIGHT
SLIDING GLASS
DOOt FRAM[
SILL
D
Em!EDME NT
A 1-1/4' MIN
p
TEMPERED GLASS
ITYP.)
PERIMETER
CAULK BY
OTHERS
f S.G.D WIDTH
I-• III' Ml. SHIM SPACE
1 1/1' MIN.
CMPEDMENT
ONC Br vOOD
I BUCK Br OTHERS
CAULK BETVEEN
V WOOD BLOCK L
MAS'Y. OPENING
BY OTHERS
SHIM AS RED'D.
SEC NOTES)
INSTALLATION ANCHOR
7/16' DIA. TAPCON -
Q CAULK BETWEEN
DOOR FLANGE
L WOOD BUCK
CONCRETE OR
MASONRY OPENING
BY OTHERS
CENCiETL OR
Mw-SONRr OPENING
BY OTHERS
INSTALLATION ANCHOR CAULK LETVEEN
3/16' DIA. TAPCON WOOD BUCK L
HAS' I. OPENING
BY OTHERS
SLIDING GLASS DOORV CAULK EETVEEN
STRIP L
HOOK STRIP
MOO(
G
WOOD TUCK
I
1-1/4• MIN EMEEDMENT V
1 Q
T
ONE BY WOOD
BUCK IT OTHERS
STUCCO
BY OTHERS
P4AulQ9d B.0.A.F.7EKPERCD GLASS
SECTION A-ANUFACTURER .t2r. (
TYP.1
PANE ' `
a SLIDING GLASS DOURI^r• a v --^^ INTMOCK
MASTER FlU# HOOK STRIP DETAIL
t>QIL 11 OCQ NATCRIALN ALU INVN ALLOT 6061
11 IAPCON TYPE INSNE TAL-11ON AMRS WIT Q Or S11rICICNT LCGTN TO ACHIEVE Mix EKKOWC 1 or
1-1/N• IN7 0 MSWT of COCTEIC. 7)
ALTERMIC TAPED" INSTALLATION Am40RS TRENT TO LACK IN ALL rRANE NEMCCRL Al
I.PCON ArCHCR CHART ON B.C. Q 1AS SECT. 51
US SR ICTINO2CD ACRn IC CAKA UNIT SCCR'LA1NE( At NC.D L M." U
USE SIL ICO+I ICD KRTII[ CAUL. fQ P[RINCiC1 SEAL AROUND EaTERl01 OI bml. 7)
V C.ACT DCCR SIZE IS N01 LISTED IN AI()Q CMAIT, USE ANC70R 111-1111 LISTED VII" NE.1 L.
RGCR SIIC- rOR 11E A RONRI.TC CESKAN IRCSLtRE REO•L RI
ran NOC.CI boom SACS VIE CLOSEST BYPASS DOOR SIZE L CWIGURAT)ON To r7HIS1CD OPCNIL RACE
IAPCOrS, IN rROI Or MOOK STRIP AS SNOVx 71
GLASS THIC.+CSS MT VART IOC REOUIRU[KTS Or AST% E1700 GLASS CHARIL IG)
ALL rACTORT AMLICD NOLCS NOT OCSIGMtER rOt T.Kom, ANCNaT SNOAD CE rIL CD WITH .R SCREVS Or
SLfrIC1ENT LCNNGTN TO PROVIDE Nix LR' E"LEDNCNl INTO WOOD OUCC II
o Diu I1 IS APPROVED USING TCNN(RID GLASS IN SINGLE GLAIED OR IN.MATIC GLASL I2)
JANS / SILL CORNERS ARE 1O SC SEALCO VITM A SnALL JOINT SCAN SEALER. 171
S"In AS RCO'D AI CA SET or INSTALLATION ANCHOR: Ma ALLCWAILE SNIH •1.C. 10 It 1/A-. IN1
ALL INSTALLAIIOM ANCHORS NVSI LC -DC Or CORROSION RCT:SIANI MNCRII.S. I5
1 vNd RC •a• REPRCSCNIS 10vING PANEL w0 '0' RC PR[SCNIi rlaCO NuCL APHmVCO CO?
IliutATIONS APE AS LISTED (IN ANC NOI CHART ON LAC. Or 1NIS THEIS, 16)
OCT ALL CWIGRAIIONS LISTED ALOVE ARE SNOWN ON THIS DRIVING. NOVCVCR INSTALLATION EXTERIOR
ELEVAIION SECTIONS 'A -A' 'R-S• L HOOK STRIP OCIAR APPLY TO INSTALLATION Or ALL APPROVED 2
PANEL DOOR SMOVN CWIGRATIONS 171
INSTALL 014 IAICO IN CAC- PAIR Or rAVORl "PLIED IN:7-ALLA7I0N 14XES UNLESS NOTCD 071(
WISE ON -C'E" C"ARI. SCE W. Or THIS SHCE7. Ill'
rLClTDA Ca7RUDER% Imo SERIES SLIDING GLASS DEER IS SNCV" SKIS PRINT ALSO APPLIES TO p
D - 20m
SERIES AND Sm SERIES. A
A
REVI
DESCRIPTION DATE INI jF EXTRUDERS LIBERALLY
APPLY •gin I
L P I D A _ CAIIKINGUNDERSILL \ INT. INC. OR
SET Sill IN PED INSTALLATION ANCHOR - - $ ANF
OP.D Or
cot.cRETE/Is D.A r,PcON I TITLE: SLIDING GLASS DOOR SECTION
A —A I I INSTALLATION WITH TAPCDNS I
I DRAWN BY: BB I APPROVED BY: r
N
I I I n.•N-T•, ;n N7C Nn; Ic•N r. 11 n1.- - rN Vnr.7N
TAPC N ANCHOR CHART
NOMINAL DOOR
DOOR OUANTITIES IN HEAD b SILL OUANTITIES IN EA. JAMB OUANTITIES IN EA. HOOK STRIP
SIZE AND SIZE UP TO 6 PSi TO 61 PSi 70 up TO 46 PSF TO 51 PSF TO UP TO 46 PSF TO 61 PSF TO
CONFIGURATION 45 PSF 60 PSF I 70 PSF ' 45 PSF 60 PSF 0 PSF 45 PSF 60 PSF 70 PSF
4068 xx, Ox. x0 48 X 80 3 3 3 4 4 4 3 3 4
5068 xx., OX. x0 60 X 80 3 3 3 a 4 a 3 4 4
6068 xx, Ox. XO 72 X 80 4 4 4 a 4 4 3 4 5
8069 xx, Ox. x0 96 x 80 5 5 5 4 4 4 3' 4 5
10068 xx Ox x0 120 X 80 6 6 7( ) 4 4 4 3 4 5
5080 xx, Ox. XO 60 X 96 3 3 3 5 S 4 5 6
6080 Xx, Ox. x0 72 X 96 4 4 4 5 I 5 I 5 4 I 5 6
S080 xx, Ox, XO 96 x 96 5 5 5 5 5 5 4 6 6
0 0 xX x xO 120 x 96 6 A 7 5 5 5 4' 6 6
50100 XX, Ox, x0 60 x 120 3 3 3 6 6 6 5 6 7
60100 XX, Ox, x0 72 X 120 a a 4 6 6 6 6 I 7 8
Solon xX x xn 96 X 120 5 9 A 6 6 7 (DI) 6 8 9
9068 OXO 109 1/8 X 80 5 5 6 4 4 4 3 4 5
12068 OXO 145 1/8 X 80 7 17 9 cD2) 4 4 4 3 4 5
15068 Ox 181 1/8 x 80 In () 11 () 4 4 4 3 4 5
9080 OxO 109 1/8 x 96 5. 6 D 5 5 a
12080 OX 145 1/8 X 96 7 8 (DliE 9•'SM2) "' U..z5%Zf i6. 4. 15 4 6 6
15080 Ox0 181 I/8 X 96 8 5 5 5 4 6 6
90100 Ox0 109 1/8 x 120 5 g 6, :.`. s-::6-.. A 617: DI) 6 I 8 10
120100 OXO 145 1/8 X 120 7 6 6 7 (DI) 6 8 10
9068 xxx 106 5/8 TWO 4 4 •T 4 3 4 5
12068 xxx 142 5/8 x 80 7 7 8 (DI) 4 . 4 3 4 I 5
6 xxx 178 5/8 X 80 8 4 4 . 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 (D1) 9 02) 5 5 5 4 6 6
15080 xxx 178 5/8 x 96 8 11 () 13 5 5 5 4 6 6
1 5 I j I I201D %xx 5/8 x 120 7 na n n 6 6 17 6 8 l0
10068 OxxO 119 5/8 X 80 6 6 7 (DI) 4 4 a 3 4 5
12068 OXXO 143 5/8 X 80 7 7 8 (DI) 4 4 4 3 4 5
16068 OXXO 191 5/8 x 80 9 10 (DI) 12 (D3) 4 4 4 3 4 5
l a uxxu 3/b 7b 6 7 (DI) b b
12080 OxxO I t43 5/8 x 96 17 8 (DI 9 cD2) 5 5 I S 4 I 6 I 6
16080 OxxO 191 5/8 X 95 9 n ) r4 ( ) 5 5 5 6 6
100100 OxXO 11 5/8 .X 120 b 6 7 (DI) b 7 (D 1) 6 6 0
120100 OXXO 143 5/8 x 120 7 9 cD2) I 0 (D3) I 6 I 6 17 I II60100OxxO1915/8 x 120 10 (DU 13 cD-> 16 c07) 6 D1) 6 8 10
10063 xxxx 4 x OU 6 6 4 4 4 7
12068 XXXX 141 1/4 X 80 7 7110 8 (DI) 112 4 4I 414 3I 4I 5
16068 xxxx 189 1/4 x 80 9 (DI) 02) 04) 4 4 3 4 5
10080 xxxx 1 1/4 x b 6 7 (DI) 5 5 4
12080 xxxx 1141 1/4 X 96 7 18 (DI) 9 cD2) I 5 I 5 15 I 4 6 6
16080 xxxx 189 1/4 x 56 9 (D) rP ( 4) T ( G) 5 5 5 4 6 6
100100 xxxx ll<7 1/4 X 120 Di) 6 1) 6 8 10
I_ = xxxx 11 i/4 x 1. I 7I S cDl> 16 0 c 3) 17 6 6I I_( Dl) 6I 8I 10I160100XXxX1891/4 x 127 10 (D2) 13 (n5) 15 (D7) 6 6 7 (7%1) 0
FC 2,,
ANCHOR NOTES'
1) IN SOME CASES TAPCONS ARE P.EO'D.
IN BOTH FACTORY APPLIED
INSTALLATION HOLE. -DI- THRU -D7-
DESIGNATES IN WHICH SIZE
CONFIGUREATIONS TWO TAPCONS ARE
REO'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 7APCONS
IN THREE SETS OF INSTALLATION HOLES.
5) -Da' MEANS, INSTALL TWO 7APCONS IN
FOUR SETS OF INSTALLATION HOLES.
6) 'D5- MEANS, INSTALL TWO TAPCONS IN
FIVE SETS OF INSTALLATION HOLES.
7) 'D6' MEANS, INSTALL SEVEN TAPCONS IN
SIX SETS OF INSTALLATION HOLES.
8) 'D7' MEANS, INSTALL EIGHT TAPCONS
IN SEVEN SETS OF INSTALLATION HOLES.
9) LOCATION OF ADDITIONAL TAPCONS IN
HEAD 6 SILL SHOULD BE PRIORITIZED
AS FOLLOWS:
A: FIRST ADJACENT' TO INTERLOCK OR
BUTT STILES IN HEAD V SILL.
B: SECONDLY. AT EACH END OF HEAD
1 SILL NEAP. JAMB CORNER, IF
NEEDED.
C: LOCATIONS IN HEAD L SILL OTHER
THAN AS LISTED IN A L B.
10) LOCATION OF ADDITIONAL TAPCONS IN
JAMBS SHOULD BE PRIORITIZED AS
FOLLOWS:
A: FIRST, ADJACENT TO LOCKS IN .
JAMBS.
B: SECONDLY, AT EACH END OF JAMBS
NEAP, HEAD 6 SILL CORNERS.
C: LOCATIONS IN JAMBS OTHER. THAN
AS LISTED IN A L B.
I EXTRUDERSrLOR1LAINT. INC. SAW-ORD. FL
SLIDING E? ASS DOOR
TAPCON GLASS Cmr;; r
c:s:-.:.s Civil
FE 2 r,m
GA 14
GENERAL ALUMINUM CORPORATION
VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION, DIE #1446
FLANGE
VERTICAL
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 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 407 805-0365 / FAX 407 805-0366
CA020035
JAN. 11, 02
01-1201
GENERAL ALUMINUM CORPORATION
VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION, DIE #1446
4k 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
60.000 93 67 51 45 43
72.000 52 37 28 23 21
CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE
WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT 6 APPUCATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-03651 FAX 407 805-0366
CA020036
JAN. 11, 02
01-1201
Q/- ZTfO''-
MULLION
ANCHOR
BRACKET
WINDOW
FRAME SILL
TYP.)
WINDOW
FRAME HEAD
TYP.)
INSTALLATION
ANCHOR
TYP.)
8 SELF TAPPING
SMS (TYP.) MULLION
ANCHOR
BRACKET
SEE NOTES --1
2 & #3
D 'a
DWG NO: GEN-0453
INSTALLATION
ANCHOR
TYP.)
I
MULLION
DIE N0. 1447
q PRQ . . s •
D _ SUBSTRATE
v
MULLION
NC1R
E UNAME: DIE NO. 1447
v
AA TER FILE # 6
v
SECTION B-B v
SECTION A -A NOTES:
1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE N0. 1447,
WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS HEAD TO SILL.
T C MULLI N T SUBSTRATE WITH 3/16' DIA.
I
rim
EXTERIOR
2) IN MASONRY CONSTRUCTION, AT A H
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
B B OF SUFFICIENT- L'TH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMING.
4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT JAMBS.
EAREA,
NERAL ALUMINUM CORP.
CARROLLTON, TEXAS
ORIZONAL MULLION INSTALLATION DETAIL
t : NUM TUBE MULLION, DIE NO. 1447
ELEVATION.. • _ DRro BB
APRVD, _ _ - -DATE, 3/17/02
SCALE HALF rti TL, - - -- Dv N GEN-0453
PTr;piui[Gv+" PRDMX7 TECxaOGr CORP. 250 InTERnATIC7uL PKWV.. HEAIKMW. FLORIDA 3274(. PIQC 407-805-0763 FAX 407-805-076i
r-.
GENERAL ALUMINUM CORP.
HORIZONTAL MULLION DESIGN LOAD CAPACITIES
EXTRUDED ALUMINUM TUBE MULLION #1447
WHEN USED FOR MULLING TRANSOM
Tk tq
FIN
HORIZ.
MULLION
MULL SPAN>
WOW. HGT. V
51.000 59.000 72.000 94.000 104.250
25.000 232 157 93 38 26
37.375 206 138 81 33 23
49.625 197 129 74 30 21
53.625 197 128 73 29 20
54.625 197 128 73 29 20
62.000 197 127 71 28 19
71.000 197 127 70 27 18
NOTES:
CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1447 USED HORIZONTALLY.
CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN.
WINDOW HEIGHTS SHOWN ON "Y" AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS
BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT.
READ MULUON SPAN AND WINDOW HEIGHT IN INCHES.
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF.
PREPARED BY:
PRODUCT d APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805 0365 I FAX 407 805-0366
CA020040
12Jan-2002
01-1201
DING rl0: d-0450
STALLATION
vCHOR
YP.)
8 SELF TAPPING
SMS (TYP.)
MULLIUIN
DIE NO. 1448
SECTION A- A
MULLIi
ANCH,
BRACK
WINDOW
FRAME JAMB
TYP.)
MULLION
DIE NO. 1448
MULLION INSTALLATION
ANCHOR ANCHOR
BRACKET (TYP.)
4
SEE NOTES
a ° #2
SUBSTRATE
SECTION B-B
Y
ENTRA 11 F LOPdDA B. 0. A. F.
MANUFACTURER NAMEEXTERIORELEVATION -A ,gGliM//V/M
MASTER FD ENOTES- apt
1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO.
1448, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP.'
SIDE. CARROLLTON; TEXAS
2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16"
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
SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD
AREA: ---- DRN: JS
APRw: ---_ 0ATE:3/17/E,
FRAMING. wT/fT: - - - - SCALE: IATL: - - - - IDWG N0:
HALF GEC:-4=:0
PREPAPED V. PRODUCT TEChN%OC* CORP.. 250 INTERNATIONAL PKw7. NEATNROM, FLORIDA 32746 PNONE 407-605-0365 TAt 407-!:5-C-`F4.
4l
0
GENERAL ALUMINUM CORPORATION
VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION, DIE #1448
FIN
VERTICAL
S.H. SIZES
WDW. WTH. >
WDW. HGT. V
18.000 24.000 30.000 36.000 48.000 53.125
36.000 506 427 390 379 379 379
44.000 319 262 231 215 208 208
48.000 263 213 186 171 160 160
60.000 129 102 87 78 68 66
72.000 72 57 48 42 36 34
CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT d APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 8054)3651 FAX 407 805-0366
CA020037
JAN. 11, 02
01-1201
GENERAL ALUMINUM CORPORATION
VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION, DIE #1448
Q &?/
FIN
VERTICAL
P.W. SIZES
WDW. WTH. >
WDW. HGT. V
30.000 43.000 56.000 63.000 72.000 88.000
28.000 565 565 565 565 565 565
32.000 380 378 378 378 378 378
38.000 236 226 226 226 226 226
42.000 182 167 167 167 167 167
56.000 72 60 57 57 57 57
60.000 57 47 43 43 43 43
86.000 18 14 12 11 10 10
CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT 6 APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-03651 FAX 407 805-0366
CA020038
JAN. 11. 02
01-1201
TRUSS INDEX SHEET
Per Rule 61 G15-31.003 of the Florida Board of Engineers
Customer: MORRISON
Job Identification: Z1614B
Address 1 VENETIAN BAY
Address 2 LOT 37
Jurisdiction: CITY OF SANFORD
A"'," "'General Building Design InformationfFloridaBuildingCode - 2001; Chapters 16 and 23
I
ANSI?PI 1
Design Loads
Roof: 37 PSF
Floor: —
Wind: 120 MPH ASCE 7-98
SMYTH LUMBER CO.
ROOF TRUSS DIVISION
2722 SouTN APOPKA BLvo.
APOPKA, FL 32703
407-299.1522
FAx: 407-299-9153
Engineer of Record ROBERT MONTA OF 237 S WESTMONTE DR., STE 210, ALTAMONTE, FL PE#33709
Or Building Designer:
Alpine Engineered Products Design Software
1
t
Seal Date. 02Jul-03
Truss Engineer: William M. Ranieri
FL Lic.# 42704
The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for
the truss component designs listed and included in this truss package. The attached component designs are valid only if depicted with a copy of
the Truss Engineer's ink -stamp seal.
Standard Detail Designs: Std. Gable, Struct. Gable, Comer Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42
Number of Drawings:
Truss ID:
R3
R4A
R5
RB
R7
RO
R9
R10
R19
R21
R22
R23
R24
R25
R30
R31
R32
V1
V2
H1
H3
H3A
E1
E4
C1
C2
C3
27 Plus Standard Details
Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers
n
b
h
r
h
SS'
v
0
b
WE WALL
O U 6'
6'
0T.
Placement plan provided as an installation guide only
This placement plan shows the designation and relative location of each truss component
and is to be used in conjunction with the corresponding truss designs. The Truss Engineer's
responsibility relative to this structure consists solely of the design of the individual trusses,
truss -to -truss connections and does not include the design of any supporting structural efeme
The building design professional has final approval of the truss framing and/or truss
placement plan. The design of the temporary and permanent bracing, the diaphragm system,
shear walls and structural elements to resist lateral loads from wind and/or seismic acbvily Is
the responsibility of the building design professional. Additional approval by the building
design professional shall include, but not be limited to, design loading, lengths, profiles,
pitches and depths.
120
L.0
r
4 3/IL'
i
TRI155E5
Ru5e9 rEgS
IL' 8'
DACK f ON Ct.=
UE' ON FRAAC .ATLS
WYTH LUMBER GO.
ROOF TRU55 DIVI510N
2722 5OUTH APOPKA DL-VD
APOPKA, FL 32703
407) 2gg - 1522
FAX (407) 2gg - g153
Engmeermg Gertiflcate
of Authorization # g218
NOTES
0 n n ne DLLMM IZVOPOAXITY To
VEWY TO/h FLAUNENT FLAN AN)
r1Oh9 DEW" AW45T MILDtailTTMAMOE%N NTEM.
RU"DiC 5UTTN (ALF AKA/m r11S1
ArritoV® NAAC rtmn _
5GT4DATE _
rRUMM LVJT NOT DE CUT OR ALTERED1NANYIAY11MMTFMAUIICOLATIoN
DV WYTH MPA OOIEANY
3) MPXh MAT ACE CUT DC &rMWnI/WT ALJT R TIN Ill DE 027AFM
OR REM-Af) AT CLITOL43M EMB+G
4) DA( aUM-i OF ANY IOV ILL NOT a
CarcERD ImWT M= WWI AM
TOTTEN CQFBrf DY WYTH TWA DDAFANY
DETAILS,
0 RT3ER TO HO , REOOA A"AT04r FOR
HMCLIA N5TALLATCRy MV
TTj.FOMY DRACM
1ET;3t TO EfIiE9Q9 OCATerh FOR
FBOIANENT MACH REnitm
ALL MttXUOM TOl/5E5 LfM
VALLEY FULIiY MAY
DE OD•R.ETgy CEO= O[
RV5t TO VALLEY TOrh OEIALI
F{1C AL.I5DU1E DRACPR
REOL/,BkNT5 31
ALL VALLEYS TO DE G04^TXP"LY FRAI®
DY MAOM 4)
NTEROR LOAD DEAF" IALLS 11
ILL IOCF Till" & Ot " Few& "24 Mx" SIMPSON
WWT• 0 -
HUS26 OR THD26 m -
HHUS26.2 OR THD26-2 0 •
NHUS28.2 OR THD28-2 0 •
HHUS48 OR TKDIe m -
HGUS26.2 OR THOH26.2 0) -
HGUS28.2 OR THDH215-2 0 -
HGUS28-3 OR THDH263 0 -
SUL/R210 OR SKH210UR O-
NGUS48 OR THDH48 0 -
THM22 OR mspA 2 Q .
THAC422 OR Mstimi, NUC410
OR HD/1MF m -
THJA26 OR HJC26
t,
L1U19Lf - K,$)
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
Wflim
IMIS UNU PMtPAMtU tKUM LUMPUItK INFUI (LUAU) 6 UI191:1131UTq) 3UUMIIILU UT IKu33 nrM.
120 MPH WIND, 10.48 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCOL-5.0 PSF, WIND BCDL-5.0 PSF. ,r
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
0-6-11
8-0-0
l - 4 0
19-7-0 Over 2 Supports
R-816 U-290 W-8" R-714 U-205 W-8"
PLT TYP. Wave TPI 95 R Design Crit: TPI STD 6.10 0TY:5 FL 1 R Scale 3125" Ft.
WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND
BRACING REFER TO HIB-91 (HANDLING INSTALLING AND Bp ACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. $83 D'ONOFRIO OR.. SUITE 200. NADI SON- YI 53719). F0A SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS DYNE RN 5E INOICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CC ILING.
IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
pp ODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
BRACING OF TAUSSE$ THI$ DCSIGII CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NAiIONAI DESIGN
SPECIFIC AIION PUBLISHED BY IHC AHERIC AN FOREST AHD PAPER ASSOCIATION) AND TP1. ALPINE
CONNECTORS ARE HAOC OF 20GA ASTM A653 GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER
M. Q_ Q'
j- j w f t1F1"`(:('
N0.42704 :
STATE OF IQ`
O R10
j
PF
T C
T C
BC
B C
T 0 T
L L
D L
DL
L L
L D .
20.0
7.0
10.0
0 .
3 7.0
0
P S F
PSF
PSF
P S F
P S F
R E F R 3 5 2-- 1 6 9 8 0
S MYTH LUMBER CO.
ROOF TRUSS DIVISION
2722 SOLn-H APOPKA BLvD.
APDPKA, FL 32703
407.299 1 522
FAX: 407-299-9153
DATE 0 6 / 2 5 0 3
DRW SLTUSR352
S L T - E N G WM R
S E 0 N - 14758
D U R F AC . 1.25 FROM cJ BPROFESSIONALENGINEERING
DRAWINGS 160 1-2. THE SCALE ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPONSIBILI IY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
S/DryAtE
CEFmFICATEOFAUTF/ORIZATTON#921B COMPONENT ANYPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER
SIJTPI IFOR SECTU Jun
25 SPACING 24.0" JREF- 1S3X352_Z09
Z1614B - R4A) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2 :B2 2x6 SP SS:
WEBS 2x4 SP #3
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24' OC
1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS.
120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF.
A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EOUALLY SPACED
ON MEMBER. ATTACH WITH (2) l6d NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
5X6= 3X6= 5X6= 3X6= 5X6=
llippilp-
U" 2.5X4 = 8X8 III
3X6=
B
0 _ 8X8 111 2. 5X4
3X6(A1)
4 )
16-8-0 _
I Ity
I 7-0-0 I 21-0-0 _I_ 7-0-0 _1
LE 35-0-0 Over 3 Supports 3. `1
R-1135 U-349 W-8' R-2969 U-836 W=8' R-1278 U-389 W-8'
9-4-0
PLT TYP. Wave TPI 95
U" 2.5X4 = 8X8 III
3X6=
B
0 _ 8X8 111 2. 5X4
3X6(A1)
4 )
16-8-0 _
I Ity
I 7-0-0 I 21-0-0 _I_ 7-0-0 _1
LE 35-0-0 Over 3 Supports 3. `1
R-1135 U-349 W-8' R-2969 U-836 W=8' R-1278 U-389 W-8'
9-4-0
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R Scale 1875" Ft.
WARNING•• TRUSSES RCOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE M. RR T C L L 2 0.0 P S F R E F R 3 5 2-- 1 6 9 8 1
INSTITUTE. $93 0 ONOFR 10 OR.. SUITE 200. MADISON. WI 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 1FIC,QT V T C D L 7.0 PSF DATE 0 6 / 2 5 0 3
S MYTH LUMBER CO.
DRW SLTUSR352ROOFTRUSSDIVISION
2722 SOUTH APOPKA BLVD.
APOPMA, FL 32703
407-299.1 522
FAx: 407.2999153
IMPORTANT`• FURNISX A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
pp ODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
f0
EACHCONNECTORS
FACEOFREMADE OF 2 TRUSS.
ANDUNLESSTOTHERWISEALOCATED ONCTHISEDESIGN. POSITION CONNECTORSXCEPT AS
NOTED. APPLY PER i
No.
42704 ' i 1
STATE OF
S t
c .R1CP•. BC B
C
TOT. DL
L
L
LD. 10.
0
0.0
37.0
PSF P
S
F PSF S
L
T - E N G / W M R SEON 11392
D U
R F AC 1 5 FROM SIB DRAWINGS 160A•2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S/11E1TA( PROFESSIONAL ENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS INN 2 SPACING
SEE
AVVE JREF- 1SN352_Z0,10, CERTIFICATE OFAUT11ORGEATION#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AUSI/TPI
1-1995 SECTION 2 i Jun 25
LIb146 - Kt))
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
3X6(A1)
5X6= 5X6=
IH15 UWG PKLPARLU IRUM CUMPU ILK INPUI (LUAUS & UIMLNSIUNS) SUUMIIILU UT IKUSS MtK.
120 MPH WIND, 11.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL-5.0 PSF, WIND
BCDL-5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
2.5X4= 5X6=
2X4: 2X4
6
6
9-4-0
qYR= GYF= GYA=
3X6(A1)
1-4-0 1.4-0
L 9-0-0 _L_ 17-0-0 _I 9-0-0 J
35-0-0 Over 2 Supports _I
R-1376 U-439 W-8' R-1376 U-439 W-8'
PLT TYP. Wave TPI 95 R Design Crit: TP1 STD FLBC 6.10
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
I NSIITUT E. 583 O'ONOFRIO DR . SUITE 200. MADI SON. Y1 637191. FOR SAFETY PRACTICES PRIOR TO PERFORMING
THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED S
MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING ROOF
TRUSS DIVISION ••IMPORTANT••
FURNISH A COPY OF THIS OE SIGN TO THE INSTALLATION CONTRACTOR. ALP THE ENGINECRED PRODUCTS.
INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722
SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI. OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND APOPKA.
FL 32703 BRACING OF TRUSSES. TH15 DESIGN COIIFORMS WIT, APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 407-
299-1 522 SPECIFICATION
PUBLISHED BY 7HE AMER IC AN FOR E5T AN0 PAPER SSOCIAI ION) AN0 TPI ALPINE COIL
NEC 'ORS ARE MADE OF 20GA ASTM A653 GRAD GALY STEEL. EAICE PT AS NOTED. APPLY CONNECTORS TO FAx:
407-299-9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ORAWI""
160 A'2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGIIIEERING PROFESSIONAL
ENGINEERING A, SPONSIBILITY SOLELY FOR THE IR USS COX PO WENT DESIGN SHOWN. THE SUIIAST LITY AND USE OF THIS CERTIFICATE
OF AUTHOREZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/
TPI 1-1995 SECTION 2 TY:
2 f
No.42704 kTATE
t • s
NAt ev
Jun
25 '03 FL/-/
1/-/-/R/- TC
LL 20.0 PSF TC
DL 7.0 PSF BC
DL 10.0 PSF BC
LL 0.0 PSF TOT.
LD. 37.0 PSF OUR.
FAC. 1.25 SPACING
24.0" Scale-.
1875"/Ft. REF
R352--16982 DATE
06/25/03 DRW
SLTUSR352 SLT-
ENG WMR SEON-
11343 FROM
SB JREF-
1S3X352 ZO9
Z1614B - R6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS R DIMENSIONS) SUBMITTED BY TRUSS MFR
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC
3X6(A1) =
5X6 = 2X4 III
120 MPH WIND, 12.06 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/360 LIVE AND L/240 TOTAL LOAD.
5X6=
2X4
V2X4
i
6 r
6
9-4-0
5X6= 3X8= 5X6-
3X6(A1)
1-4-0 1.4-0
1, 11-0-0 13-0-0 _I_ 11-0-0 J
35-0-0 Over 2 Supports _
I
R-1376 U-436 W=8" R-1376 U-436 W-8"
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:2 FL 1 R Scale 1875" Ft.
WARNING• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND
BRACING REFER TO MIB-91 (MANGLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
I NSiI TUiC. 5BJ D'ON( 10 O0. SUS IE 200. MADISON. WI 53]191. FOA SAFE IY PRACTICES PRIOR TO
PERFORMING THOSE FUNCTIONS UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
F('•
y1$ . 1f ; 1 %G 1 :
T C
T C
L L
D L
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7.0
PSF
PSF
R E F R 3 5 2 1 6 9 8 3
S MYTH LUMBER CO.
DATE 0 6 / 2 5 0 3
D R W SLTUSR352ROOFTRUSSDIVISION
2722 SOUTH APOPKA BLVD.
APOPIu,F'L 32703
407-299.1522
FAX: 407-299.91 53
IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
DR ODUCTS. INC SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMANCE WITH TPI. OR FABRICATING. HANDLING. SHIPPING. INSTALLIIG AND
BRACING OF TRUSSES. THIS DESIGN CONFORMSWITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION
PUBLISHED BY THE AMER FOREST ANPAPER AS SOC IAT IOR) ANO TPI ALPINE CONNCCTORS
ARE MADE OF 20GA ASTM A653 GA AO GAL . SIECL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH
FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER~•... N0.
42704 Q
sT OF t V
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SLT-
ENG WMR SEQN-
11399 D
U R F A C . 1.25 FROM S B PROFESSIONALENGINEERINGDRAWINGS
160 A-1 THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGAi. RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWNTHESUITABILITYANDUSEOFTHISrCERTIFICATE
OF AUTNORRATION 09210 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/
TPI 1-1995 SECTION 2. . Jun
25 SPACING 24.Oitt JREF- 1S3X352 ZU5
L101413 - K/)
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
3X6(A1)
IHI) UWU PKLPAKLU 7KUM UUMPUILK INPUT (LUAUS 5 UIMLNSIUNJ) JUtiM111LU OT IKUJJ MYK.
120 MPH WIND, 12.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCOL-5.0 PSF, WIND
BCDL-5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
5X6= 2.5X4 = 5X6=
5X6% 5 X 6
6 1—
6
9-4 0
2YA m 5X8= 5X8— 9YA III
3X6(A1)
1-4-0 1-4-0
1_ 13-0-0 I 9-0-0 I 13-0-0 I
35-0-0 Over 2 Supports
R-1376 U-434 W=8" R-1376 U-434 W-8"
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:2 FL 1 R Scale 1875" Ft.
WARNING— TRUSSES REQUIRE EXTREME CARE III FABRICATION. HANDLING. SHIPPING. INSTALLING AND
BRACING REFER TO RIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
I HSTITUTE. 593 D'ONOFRIO OR.. SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO
D ERFORMIHG THESE FUNCf ION S, UNLESS OTMFRY ISIND ICA TEO. TOP CHORD SHALL HAVE PROPERLY AT TAC HEO
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS. INC SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO
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P S F
R E F R 3 5 2-- 1 6 9 8 4
S MYTH LUMBER CO.
ROOF TRU55 DIVISION
2722 SOUTH APOPKA BLvD.
APOPKA. FL 32703
407.299.1 522
FA)(: 407-2999 153
DATE 0 6 / 2 5 / 0 3
DRW SLTUSR352
SLT-ENG WMR
S E 0 N- 11346
D U R F A C . 1.25 FROM S BPROFESSIONALENGINEERING
1OF THISADESIGN. OOTHERWISEN THIS CONNECTORENGINEERING RESPONSIBILITY
SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY ANO USE OF THIS 1NAI.E CERTIFICATE
OF AUTNORI7ATTON#9218 TIFOR ANY COMPONENTSECTPARTICULARBUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jun 25 SPACING 24.D" JREF- 1S3X352 7D9
Z1614B - R8) 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
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.
3X6 (Al)
5X6= 5X6=
120 MPH WIND, 13.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCOL-5.0 PSF, WIND
BCOL-5.0 PSF.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
5 X 6
5 X 6
6 '— 6
A) (A)
9-4-0
2X4 III 5X10= 5X6= 2x4 B1
3X6(A1)
1.4-0 1-4-0
I 15-0-0 I 5-0-0 1_ 15-0-0
R-1376 U-432 W-8"
35-0-0 Over 2 Supports 1111
R-1376 U-432 W-8"
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10
WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 D'OIIOFRIO Op.. SUITE 200. MAD SON. YI 53719). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED
S M YTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
FUR NISH TO
ROOF TRUSS DIVISION •Pp OOUCTS, INC SHALLNOT A
BE
RESPONSIBLE DESIGN
RESPONSIBLE
FORANY T DEVIATION
L
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THIS
CONTRACTOR THISDESIGN:
ALPINE
ANYFAILURES
TO
D 2722 SOUTH
APOPKA
BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND APOPKA. FL 32703
BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 407-299.1
522 SPECIFICATION PUBLISHED BY
THE AMEBIC AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE
OF 20GA ASTM A653 GRAD GALY. STEEL. EXCEPT AS NOTED. . APPLY CONNECTORS TO FA%: 407.299.
9 1 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-
2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING RESPONSIBILITY
SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF A17T1HORRATION
tt9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-
1995 SECTION 2. 1 QTY:2 M.
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42704 }
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0 PSF BC DL 10.
0 PSF BC LL 0.
0 PSF TOT.LD. 37.
0 PSF DUR.FAC. 1.
25 SPACING 24.00
Scale-.1875"/Ft
REF R352--16985
DATE 06/25/
03 DRW SLTUSR352 SLT-
ENG /WMR
SEQN- 11351 FROM
SB JREF-
1S3X352 ZO9
w
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TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EOUALLY SPACED
ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
3X6(A1)
1.4-0
5X6=
5X6=
I NIS UWG F'MLPANLU ,RUM LUMPUILR INPUT (LUAUS 5 UIMMO UNJ) SUNMIIILU bT IMUJJ MYM
120 MPH WIND, 13.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED "
WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCOL-5.0 PSF, WIND
BCDL-5.0 PSF.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
2.5X4 2.5X4
6
5X6
6
5 X 6
A) (A)
9-4-0
5X6 = 5X10 - 5XCZ
3X6 (A1)
1.4-0
H
L. 17-0-0 —,IfIf 17-0-0
f 35-0-0 Over 2 Supports
R-1376 U-429 W-8' R-1376 U-429 W-8'
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:2 FL 1 R Scale 1875" Ft.
YARNING" TRUSSES REQUIRE EITREME CARE IN FABRICATION. HANDLING, SHIPPING. INAND BRACING.
REFER 10 HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE T C L L 20.0 P S f R E F R 3 5 2-- 1 6 9 8 6 INSTITUTE.
583 O'ONOFRIO OR.. $UI TE Z00. MADISON, NI 53119). FOR SAFETY PRACTICES PRIOR TO DERFOA
MIIIG THE $C FUNCTIONS. UNLESS OTHERYISE INDICATED. TOP CHORD $HALL HAYE PROPERLY ATTACHED SIA
UCTUR AL PANELS. BOTTOM CHORD SHALL HAVEA PROPERLY ATTACHED RIGID CEILING. IMPORTANT'-
FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Dq
ODUC1S, INC SHALL NOT BE RESPONSIBLE FOR ANY OEVIATIOR FROM THIS DESIGN. ANY FAILURE TO BUILD
1HE TRUSSES IN CONFORMANCE VI I ,P 1: OR FABRICATING. HANDLING. SHIPPING. INS, ALLING AIIO BRACING
OF TRUSSES THIS DC SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION
PUBLISHED BY INC AMCRICAH FOREST . S
PAPER
ASSOCIATION) XCEPT
AS D. TPI.
ALPINE EACH
FACE TORS
OFREMADE OF TRUSS.
AND UNLESSTOTHERWISE A
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42704 .' 1 1
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10.0
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F PSF PSF
PSF
S
MYTH
LUMBER CO. ROOF TRUSS
DIVISIIJN 2722 SOUTH
APOPKA BLVD. APOPKA.FL
32703 407.299.
1 522 FAX: 407.
2999153 DATE 0
6 / 2 5 0 3 DRW SLTUSR352
S L
T - E N G W M R SEON- 11354
D U
R F AC . 1.25 FROM S B PROFESSIONAL ENGINEERINGDRAWINGS160
A.Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ESP ON51B
ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF
AUTHORDAT10N#921B OMPONE TIFOR ANY COMPONENT NSEPARTICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jun 25 SPACING 24.0" JREF- 1S3X352 Z09
Ll U14O - K1U) I MIJ UHU YKtMAKtU 7KUM LUMFUItK IMF UI (LVAUS a VI PIt MJIUNJ) JUGMIIItU OT IKUJJ Tlt-K.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED
ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
5X6=
120 MPH WIND, 13.69 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT 11. EXP B, WIND TCDL-5.0 PSF, WIND
BCDL-5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
9-4-0
J A U = JAU— JAU—
3X6(A1) 3X6(A1)
1-4-0 1-4-0
H H
1. 17-6-0 17-6-0 _I
35-0-0 Over 2 Supports
R=1376 U-429 W-8' R-1376 U-429 W-8'
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:B FL 1 R Scale 1875" Ft.
YARNING'• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND
BRACING. AEFCR TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M. Aw_ T C L L 20.0 P S F R E F R 3 5 2-- 1 6 9 8 7
INSII III E. 583 D'ONOFq To DR.. SUI IC 200. MADISON, NI 53719). FOR SAFE PA A[fICES PRIOR TO
D ERF ORMIHG THESE FUNCTI0115. UNLESS OTHE0.WI SE INDICATED. TOD CHORD SxAll xArE DAOD[R LY 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
DR ODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMANCE WITH TPI. OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS OE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPECIE ICATION PURL ISNCO BY IHC MINICAR FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MAOE OF 20GA ASTH A653 GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO
rjfl
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7.0
10.0
0.0
37.0
P S F
PSF
PSF
PSF
S MYTH LUMBER CO.
ROOF TRUSS DIVISION
2722 SOUTH APOPKA BLVD.
APOPKA, FL 32703
407-299-1522
DATE 0 6 / 2 5 0 3
DRW SLTUSR352
S L T - E N G WM R
r
SEON 11357
FAX: 407.299'9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNFE TORS PERy r`r.O, R:.+•
D U R . F A C . 1.25 FROM S BPROFESSIONALENGINEERING
DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS S%QE
CERTIFICATE OF AUYT4ORt7wTON 09218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER
ARSI)TPI 1.1995 SECTION 2. 1 1
Jun 2 5 SPACING A 24.0"& JREF- 1S3X352_ZO'
A.
Z1614B - R19) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SIP #2 :T2 2x4 SIP #1 Dense:
BOT CHORD 2x4 SIX #2
WEBS 2x4 SP #3
IN LIEU Of STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC.
5X4=
120 MPH WIND, 10.31 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED ~
WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL-5.0 PSF, WIND
BCDL-5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
2.5X4 = 3X8=
6 f— T
2-4-3
91-0
2. 5X4 = 6X8=
2X4 III2.5X4(A1)
L--l-4-O j
i<
20-0-0 Over 2 Supports
R-836 U-294 W-8• R-725 U-220 W-8•
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY:1 FL 1 R Scale—.3125" Ft.
WARNING TRUSSES REOUTAE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING
P
AND
BRACING. REFER TO RIB-91 (HANDLING INSTAIIING AND BRACING). PUBLISHED BY TDI (TRUSS PLATE M Rw T C L L 20.0 PSF R E F R 3 5 2-- 1 6 9 8 8
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WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL-5.0 PSF, WIND
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TC 315 LB Conc. Load at 7.06. 12.94
TC 163 LB Conc. Load at 9.06, 10.94
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BOT CHORD 2x4 SP #2
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Lt Wedge 2x6 SP #2:
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STRUCTURAL PANELS. BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING.
IFI•: /A T C D L 7.0 PSF
S MYTH LUMBER CO.
DATE 0 6 / 2 5 / 0 3
DRW SLTUSR352ROOFTRUSSDIVISION
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WEBS 2x4 SP #3
120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
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5X8 = 5X10
LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER***
SPECIAL LOADS
LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.-1.25)
TIC From 54 PLF at 1.46 to 54 PLF at 36.46
BC From 4 PLF at 1.46 to 4 PLF at 0.00
BC From 20 PLF at 0.00 to 20 PLF at 35.00
BC From 4 PLF at 35.00 to 4 PLF at 36.46
BC 942 LB Conc. Load at 27.60
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
2.5X4 _
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R-1571 U-516 W-8' R-2124 U-788 W=8'
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R Scale 1875" Ft.
WARNING•• TRUSSES RCOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
BRACING. REF CR TO NIB 91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY iPl (TRUSS PLATE
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PERFORMING INCSE FUNCTIONS UNLESS OTHERWISE INDICATED. TOP CHORD SHALL NAYC PROPERLY AITACHCD
STRUCTURAL PANELS. BOIION CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
DR ODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
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Jun 25 '03
L1U190 - K34)
TOP CHORD 2x4 SP #2
BOT CHORD 2x6 SP #2
WEBS 2x4 SP #3
SPECIAL LOADS
LUMBER OUR.FAC.=1.25 / PLATE DUR.FAC.-1.25)
TC From 54 PLF at -1.46 to 54 PLF at 7.00
BC From 4 PLF at -1.46 to 4 PLF at 0.00
BC From 20 PLF at 0.00 to 20 PLF at 7.00
BC 1006 LB Conc. Load at 5.00
2 X 4 III
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LOADING ON THIS -TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED'
111111
120 MPH WIND, 11.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
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BCOL-5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R Scale 375" Ft.
YARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALL11IG AND
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11
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IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED
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DATE 0 6 / 2 5 0 3
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CERTIFICATE OF AUTHORRATTON#9218
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PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R - Scale —.375" Ft.
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BUILD THE TRUSSES IN C014FORMANCE WITH IPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
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IMPORTANT•' FURNISH A COPY OF IRIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
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SPACING
SEE ABOVE JREF- 1S3X352_ZL19 CERTIFICATEOFAUTHORIZATION#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/
TPI 1-1995 SECTION 2. 1 Jun
25
l71F1dR - F11 TUIc nun. DDCOADrn rDnM rnMDIITrD IAIDIIT nnAnc IL nI MrMcI nmzN CIIRMI TTrn MV TDncc MrD
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
120 MPH WIND, 11.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL-5.0 PSF, WIND
BCDL-5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
1 1063 U=180
3-10-3
R-73 U-180
1<1.4-0,1F 7-0-1
i7-0-0 Over 3 Supports
R-363 U-197 W=8"
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:16 FL 1 R Scale a.375" Ft.
WARNING" TRUSSES REOUIRC EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
I IISTITUTE. SB3 D'ONOFRIO OR.. SUITE 200. MAD(SON. W1 S3719). FOR SAFETY PRACTICES PRIOR TOPERFO
STRUCTURAL PANELS. BOTTOM
MING THESE SCHORD CSHASS LLHHAVE SA PROPERLY DATTACHED RDim CEILING.
SHALL HAVE PROPERLY ATTACHED
M
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fG r (
T C
T C
L L
D L
20.0
7. 0
PSF
P S F
R E F R 3 5 2-- 1 7 0 0 2
S MYTH LUMBER CO.
DATE 0 6/ 2 5/ 0 3
D R W SLTUSR352DIVISIONROOFTRUSS
27722 SOUTH APOPKA BLvD.
APOPKA, FL 32703
407-299.1522
FAx: 407-2999 153
IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
ODUCTS. INC.10
BUILD THE TRUSSES IN
RESPONSIBLE R ANINCONFORMANCEWITHTPIOORFABRICATING. HANDLINGY DEVIATION FROMSSHIPPING. A
FAILURENY
INSTALLINGAND BRACING
OF TRUSSES.
THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN CONNECTCATIOR PHADEUEILI OF
BY fAS
AME0.
ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ACONLPI NC CONNECTORS ARE MADE
OF 20GA ASTM A653 GR AO GAL V. STEEL. EXCCPI AS NOT0. APPLY CO NNE[ TORS TO EACH FACE OF TRUSS.
AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER NO. 4j2704 : STATE OF
t oa`
OP v p
t VV/'a,
C` B C BC TOT.
D L
LL
LD.
10.0
0.
0
37.0
PSF PSF
PSF SLT-
ENG
WMR
SEON-
11410 D U
R F
A C . 1 .25 FROM S B PROFESSIONAL ENGINEERING DRAWINGS 160A-2.
THE SEAL OR THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RC SPONSIBILI IY SOLELY
FOR IHC TRUSS CON P0NEN1 OC $I GH SHOWN. THE SUITABILITY ANO USE OF THIS Vu•1,M` CERTIFICATE
OF
ALTVI{ORZITION
tX9218 NS1(TPITEF.:gAHSC PARTICULAR BUILDING IS THE
RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jun 25 SPACING 24 D" JREF- 1S3X352_Z09
Z1614B - E4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
1 6-4
47 U-180
1-1I0-3
1 -n-0
R-23 U-180
I,I-4- Om. 13-0-12----j
3-0-0 Over 3 Supports
R-233 U-180 W-3.5'
120 MPH WIND, 12.73 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF.
PLT TYP. Wave TPI 95 R Design CriL: TPI STD FLBC 6.10 0TY:2 FL 1 R - Scale -.375" Ft.
WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING. INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE • T C L L 20.0 PSF R E F R 3 5 2-- 1 7 0 0 3
I INSTITUTE. SBJ O'ONOFRIO OR.. SUITE 200. MADISON, WI 5J/19). FOR SAFETY PRACTICES PRIOR TO `g 1F1 (`••. '/
PERFORMING THE SC FUNCITo115. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HA YE PROPERLY ATTACHED fGv r T C D L 7.0 PSF DATE 0 6 / 2 5 / 0 3SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. j N0. 4Zio4IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
ROOF TRUSS DIvE510N PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO * _*
BC DL 10.0 PSF DRW SLTUSR352
2722 SOUTm APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH 1P1. OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND 1
OF
APO PICA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE Q` B C L L 0.0 PSF S L T - E N G / WM R
SP EC tV
407-299.1 522 CONN ECTOR SIARCPMADE SOF 020GATASTMMA65JAGRAORGAI YAH STf EL ERE XCEPTIA$IROTED NO TAPPIYACON HECTORS TO•O T 0 T . L D . 3 7.0 P S F S E 0 N - 14733FAR: 407.29991 53 EACH
OR
OF TRUSS. AND UNLESS OTN ENWISE LOCATED ON THIS DESIGN. POSIT, ON CONNECTORS PER sp l t
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Y ` f•
D U R . F A C . 1.2 5 FROM S BPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHE1RU55COMPONENTDESIGNSHOWNTHESUITABILITYANDUSEOFTHIS
CERTIFICATE OF AUTNOREEAnON 09218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jun 25 '03
ANSI/TPI 1-1995 SECTION 2. SPACING - 24.0? JREF- 1S3X352_Z39
a
Z1614B - Cl) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
120 MPH WIND, 9.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT Il, EXP B, WIND TCDL-5.0 PSF, WIND
BCDL-5.0 PSF.
6 F-
2X4 (A I
Lei -4.0
1-0.0 Over 3 Supports
II
911
0 - lfo . U ] 804
9-4-0
U-180
R-247 U-275 W-3.5•
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:12 FL 1 R Scale 375" Ft.
YARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND
BRACING. REFER TO HIB91 (HANDLING INSTALLING AHO BR ACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. SIT O'ONOFRIO DR.. SUITE 200. MAD ISOR. VI 53719). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT•• FURNISH A COPY OF INIs DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
Pq ODUCTS, INC. SHALT NOT BC RESD011$IBIE FOR ANY DCYIATIOX F0.0M THIS OE SIGN; ANY FAILURE TO
QZIFI'•..
cj
f N0.4 Z7041i
7N
T C L L
T C D L
B C D L
20.0
7.0
10.0
PSF
P S F
P S F
R E F R 3 5 2-- 1 7 0 0 4
S MYTH LUMBER CO.
ROOF TRUSS DIVISION
DATE 0 6 / 2 5 0 3
D R W SLTUSR352
2722 SOUTH APOPKA BLvD.
APOPKA,
99
32703
407-299-1 522
FAx: 407-299-9153
BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS BESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
T
APPLYACONNECTORS TO
LPINE___CCCJJJ
CONNECTORS ARE MADEOF020GAT A51MHE MA653AGR40RGALV. STEEL. EXCEPT EST
AND PAPER I AS
I
NOTED
APPLY EACH
FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER S
t STATE
OF tV
Q
R%O ff
i
p Ai C BC
L L TOT.
LD. 0.
0 37.
0 0
PSF PSF
S
L T - E N G WM R SEQN-
11375 D
U R . F A C . 1.25 FROM S B PROFESSIONALENGINEERINGDRAWINGS
160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY
SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THESUITABILITY AND USE OF THIS 1Y
NL 4 CERTIFICATE
OF AUTHORT7ATON#9218 COMPONENTANY NSEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jun 25 '03 SPACING 24.0" JREF- 1S3X352 Z09
1LJO140 - L.L
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
9
R=406 U-180
181-
1I00 -
3 0
R-
23 L-:
i-4-o 13-0-12--:;-j 3.
0-0 Over 3 Supports R-
234 U-180 W-8' I
nIJ unu rKLrmMLU rnvi-i LVI-IrUILM 114— LLVnUJ a V11'ILn41 vn J7 J-1-II I, LU U , . IUJJ 120
MPH WIND, 8.73 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN
ROOF, CAT 11, EXP B, WIND TCOL-5.0 PSF, WIND BCDL-5.0 PSF. PLT
TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 WARNING•`
TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING.
REFER TO HI0-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE.
1113 D'ONOFRIO DN.. SUITE 200. MADISOR. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING
IRESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED S
MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING ROOF
TRUSS DIVISION ••IMPORTANT••
FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS.
INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722
SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH IPI. OR FABRICATING. HANDLING. SHIPPING. INSTALLING AHD APOPKA.
FL 32703 GRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 407-
299.1 522 SPEC
IF IC AIION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS
ARE MADE OF 20GA ASTM A653 GR 40 GALV. STEEL. EICEPI AS NOTED. APPLY CONNECTORS TO FAIL:
407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS
160 A -I. 1HE SEAL ON THIS DRAWING INDICATES ACCEPIANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL
ENGINEERING RESPONSIBILITY SOLELY FOR THE IRUSS COMPONENT OE 51GN SHOWN. THE SUI IABIL ITY AND USE OF THIS CERTIFICATE
OF AUTI10RRATION #9216 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/
TPI 1-1995 SECTION 2. Y:
8- N0.
42704 STATE
OF f c•.
0 R10P t1' S
OfUA1. Jun
25 '03 FL/-/
1/-/-/R/- TC
LL 20.0 PSF TC
DL 7.0 PSF BC
DL 10.0 PSF BC
LL 0.0 PSF TOT.
LD. 37.0 PSF DUR.
FAC. 1.25 SPACING .
24.0, Scale—.
375"/Ft. REF
R352--17005 DATE
06/25/03 DRW
SLTUSR352 SLT-
ENG /WMR SEQN-
11371 FROM
SB JREF-
1S3X352_Z09
Z1614B - C3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 120 MPH WIND, 9.23 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 TCDLa5.0'PSF, WIND I'
BCOL-5.0 PSF.
DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD.
1 -6-4
108 U-180
2-10-3
0
R48 U-180 1<
I-4-0.1F 5-0-123--1 5-0-
0 Over 3 Supports R-295
U-181 W-8' PLT TYP.
Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:8 FL 1 R Scale 375" Ft. WARNING*' TRUSSES
REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER
TO H1F'% (HANDLING INSTALLING AND BRACING). PUBLISHED BY "I (TRUSS PLATE INSTITUTE. 587
O'ONOFRIO DR.. SUITE 200. MAGI SON, WI S7119), FOA SAFETY PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACKED STRUCTURAL PANELS,
BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. M A_
Aqv tIFI(
lwf.....r ,,••
w
T C
T C
L L
D L
20.0
7.0
PSF PSF
R
E
F R 3 5 2-- 1 7 0 0 6 SMYTH LUMBER
CO. DATE 0
6 / 2 5 0 3 DRW SLTUSR352
ROOF TRUSSDIVISION2722SOUTH
APOPICA BLVD. APOPKA, FL
32703 407-299.
1522 FAN: 407-
299-91 53 ENGINERED PRODUCTS
INC.
SHALLI ROTIMPORTANT" FURNSHA BEORESPONSIBLEFORCPYOFTHISDESIGHAMYSDEVIATIONSFROMHEINSTALATIONTHISTDESIGN. CONRACTOR.A
ANYLPINE FAILURES TO BUILD THE
TRUSSES IH CONFORMANCE WITH TPI: OR FABR IC4T ING. HANDLING, SNIPD ING, INSTALLING AND BRACING OF
TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIE TOR
ON
PUBLISHED
BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE
MADE OF TOGA ASIM A657 GRAD GALY. STEEL. EVCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE
OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER j NO.
42704 STATE OF
i W( , y
Q
RAPS,. BC BC
T
0
T DL L
L
L D .
10.0
0.0
37.0
0 PSF
PSF
PSF
S
L
T - E N G WM R S E
O N - 11380 D U
R F AC . 1.25 FROM S B PROFESSIONAL ENGINEERINGORAWINGS160
A•1 THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SPONSIBILIIY
SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS NAL CERTIFICATE OF
AUTHORIZATION it9218 COMPONEENI COMPONENT FORANSEPARTICULAR
BUILDING
IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jun 25 SPACING 24.0" JREF- 1S3X352_Z09
ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C
E—
2X4 BRACE
GABLE VERTICAL
SPACING SPECIES GRADE
NO
BRACES
1) IX4 "L" BRACE • 1) 2X4 "L" BRACE • 2) 2X4 "L" BRACE •• 1) 2X6 "L' BRACE • 2) 2XB "L' BRACE ••
GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B
1 2 3' 5" 5' ll" 6' 0" 7' 0" 7' 2" 8' 4' 8' 6" 10' 11" 11' 3" 13' 1" 13' 5"
z U S P F
H F
3 3' 4" 4' 11" 4' 11" 6' 5" 6' 5" 8' 4" 8' 4" 10, 0" 10' 0" 13' l" 13' 1"
STUD 3' 4" 4' l0" 4' 10" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" IT 1' 13, 1"
w STANDARD 3' 3" 4' 2" 4' 2" 5' 6" 5' 6" 7' 5" 7' 5" 8' 7" 8' 7" 11' B" 11' B"
1 3' 9" 5' 11" 6' 4" 7' 0" 7' 6" B' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0"
P 2 3' B" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" l0' II" 11' 10" 13' 1" 14' 0"
d 3 3' 6' 5' 0" 5' 0" 6' 7" 6' 7" 8- 4" 8' 9" 10' 3" 10' 3" 13' 1" 13' 9"
D F L STUD 3' 6" 4' ll" 4' 11" 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2- 13' l" 13' 9"
STANDARD 3' 4" 4' 3- 4' 3" 5' 8" 5' 8- 7' 7" 7' 7" 8' 9' 8' 9- 11' 11" 11' 11"
r -
E—
y.
S P F
H F
1 2 3' ll" 6' 9" 6' 11" 8' 0" 8' 2" 9' 6" 9' 9' 12' 6" 12' ll" 14' 0" 14' 0"
J3 3' 10" 6' 0" 6' 0" 7' I1 7' 11" 9' 6" 9 6 12' 3" 12' 3" 14' 0" 14' 0"
STUD 3' 10" 5' 11- 5' 11" 7' 10" 7' IO" 9' 6" 9' 6" 12' 3" 12' 3' 14' 0" 14' 0'
w Q STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 1 9' 1" 9' I" 10' 6" 10' 6" 14' 0" 14' 0"
1 4' 3" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0"
s P 2 4' 2" 6' 9" 7' 3" 8' 0" 8' 7' 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0"
D F L STUD 4' 0" 6' 1" 6' 1" 8' 0" 8' 0" 9' 6" 10' 0 12' 5" IV 5" 14' 0" 14' 0"
STANDARD 3' 11" 5' 3' 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" l0' 9` 10' 9" 14' 0" 14' 0"
Q
1 2 4' 4' 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 13 l0" 14' 0" 14' 0" 14' 0" S P F p3 4' 2- 6' ll" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13 10 13' 10" 14' 0" 14' 0" U H F STUD 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0"
0 STANDARD 4' 2" 5' ll" 5' 11" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0"
Q 1 4' 8" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" ll 4 13 10" 14' 0" 14' 0" 14' 0"
S P 2 4' 7- 7' 5- 8' 0" 8' 9" 9' 6" 10' 6" 11' C. 13' 10" 14' 0" 14' 0" 14' 0"
I CQ p3 4' 5" 7' I' 7' l" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0"
1 D F L STUD 4' S" 7' 0" 7' 0' 8' 9" 9' 3" 10' 6" 11' 0` 13 10 14' 0' 14' 0" 14' 0"
STANDARD 4' 4" 1 6' 1" 6' 1" 1 8' 0" 8' 0" 10' 6" 1 10- 9" 12 5" 12' 5" 14' 0"
SYMMI(
ABOUTI C,
2X4 12N OR BETTER
DIAGONAL BRACE OPTION: T
VERTICAL LENGTH MAY BE
18" + DOUBLED WHEN DIAGONAL I
BRACE IS USED. CONNECT
L.
L
DIAGONAL BRACE FOR 870/ I
BRACE
AT EACH END. MAX WEB
TOTAL LENGTH IS 14'.
2X4 SP OR DF-L /2,
OR BETTER DIAGONAL r_
VERTICAL LENGTH SHOWN BRACE; SINGLE OR lB +
IN TABLE ABOVE. DOUBLE CUT L 1In1ASSHOWN) AT 14
UPPER END
7 ONTINUOUS B
CONNECT DIAGONAL AT 1
REFER TO CHART ABOVE FORMIDPOINTOFVERTICALWEB
BRACING GROUP SPECIES AND GRADES:
GROUP A:
SPRUCE -PINE -FUR HEM -FIR
2 1STANDARD1 1 02 1 STUDji131STUD1103ISTkNDARD
DOUGLAS FIR -LARCH SOUTHERN PINE
3 3
STUD SPUD
STANDARD srANDARD
GROUP B:
HEM -FIR
1 h BTR
1
SOUTHERN PINE DOUGLAS FIR -LARCH
1 1
2
GABLE TRUSS DETAIL NOTES:
LIVE LOAD DEFLECTION CRITERIA IS L/240.
PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER
CONTINUOUS BEARING (5 PSF TC DEAD LOAD).
GABLE END SUPPORTS LOAD FROM 4' 0"
OUTLOOKERS WITH 2' 0' OVERHANG. OR 12"
PLYWOOD OVERHANG.
ATTACH EACH "L" BRACE WITH IOd NAILS.
FOR (1) "L" BRACE. SPACE NAILS AT 2' O.C.
IN IE' END ZONES AND 4" O.C. BETWEEN ZONES.
FOR (2) "L' BRACES: SPACE NAILS AT 3" O.C.
IN 18" END ZONES AND E" O.C. BETWEEN ZONES.
L" BRACING MUST BE A MINIMUM OF BOX 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 11' 6-
2X4
GREATER THAN 11' 6" 2.5X4
I` + REFER TO COMMON TRUSS DESIGN FOR II I1lPEAK. SPLICE, AND HEEL PLATES.
W,•' i I IL •' THIS DRAIYING REPLACES DRAWING A10030E
YARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING.
INSTALLING AND BRACING RREFER TO RIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED L REF ASCE7-98-GABI2030
BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR, SUITE 200. MADISON, VI. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED,
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL
174 No. 42704_ DATE 09/10 01
SMYTH LUMBER CO. PANELS AND BOTTOM CHORD SHALL
1(IFCRDESIGN DkWG A12030ECO901 ROOFTRUSSDIVISIONIMPORTANT—
FURNISHCAECOPY THIS TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ENG
2722SOUTHAPOPKABLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING.
SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH STATE
OF APOPKA.
FL 32703 407-
299.1 522 APPLICABLE
PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN
FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20W ASTM
A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF p;.•• TOT. LD. 60 PSF FAX:
407.299-9153 TRUSS AND. UNLESS OTHERVISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS
A-Z. THE i
0 R h%
pNAI.
ENGINEERING160
SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPONSIBILITY SUITABILITY
ZONAL
SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE OPERNANSI/
RTPII MAX. SPACING 24.0" CERTIFICATERESPONSIBILITYDOFSTHEBUILDINGDESIGNER. IL1995USECTIONI 2 THE I;II , .-,(,.1- "`(
11
GABLE DETAIL
SYM. (T
ABOUT FOR LET -IN VERTICALS
VERTICAL
LENGTH
RIGID SHEATHING
GABLE VERTICAL PLATE SIZES
2 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:
JL_
2*
2X4 4 r2X
VERTICAL LENGTH PLATE IF PLATES
BETWEEN CHORDS SIZE OVERLAP*
LESS THAN 4' 0" 1%4 OR 2X3 2%B
GREATER THAN 4' 0", BUT
LESS THAN II' 8"
2X4 2XB
GREATER THAN 11' 8" 2.5X4 2.5%B
PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN.
ATTACH EACH "T" REINFORCING MEMBER WITH
HAND DRIVEN NAILS:
IOd COMMON TOENAILS AT 4' O.C. PLUS (4) 16d COMMON TOENAILS IN TOP
AND BOTTOM CHORD.
GUN DRIVEN NAILS - 0131" 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 7-83 GABLE DETAIL DRAWINGS
A11015EN0899, A10015ENO699, A09015EN0899, A08015EN0889, A07015EN0899
A11030EN0899, A10030EN0899, A08030EN0898, A08030EN0899, A07030EN0699
ASCE 7-98 CABLE DETAIL DRAWINGS
A13015EC0901. AI2015EC0901. AII0I5EC0801, AI00I5EC0901, A085I5EC0901
A13030EC0901, A12030EC0901, A11030EC0901, A10030EC0901, A08530EC0801
SBCCI GABLE DETAIL DRAWINGS
SI1015EN0699, SI00I5EN0899, 509015EN0699, S080I5EN0699, 507015EN0899
511030EN0698, 510030EN0699, S09030EN0899, S08030EN0898, 507030EN0899
SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI
MIND LOAD) FOR MAXIMUM UNREINFORCED CABLE
VERTICAL LENGTH.
zxe ^r'
REINFORCING
MEMBER
2X4 'i"
REINFORCING
MEMBER
TOENAIL TOENAIL
TO CONVERT FROM "L" TO Y" REINFORCING MEMBERS.
MULTIPLY "F" FACTOR BY LENGTH (BASED ON CABLE
VERTICAL SPECIES, GRADE AND SPACING) FOR (1)
2X4 "L' BRACE, GROUP A. OBTAINED FROM THE
APPROPRIATE ALPINE CABLE DETAIL FOR ASCE OR
SBCCI WIND LOAD.
MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL
LENGTH IS 14' FROM TOP TO BOTTOM CHORD.
LENGTH INCREASE W/ "T" BRA
WIND SPEED
AND MRH
i" REINF.
YBR. SIZE
SBCCI ASCE
110 MPH
IS FT
2x4 10 7, 10 7,
2x6 40 7. 50 7.
LID MPH
30 FT
2x4 10 7. IO 7.
2.6 50 7. 50 7.
100 MPH
IS FT
2r4 IO 7. 10 7.
2x6 30 7. 50 %
100 MPH
30 FT
2x4 10 7. 10 7.
2x6 40 7. 40 7.
BO MPH
IS FT
2x4 20 7. IO 7.
2x6 20 7. 40 7.
90 MPH
30 FT
2x4 l0 7. 10 7.
2s8 30 7. 50 7.
BO MPH
15 FT
2s4 10 7. 20 7.
2x8 10 9. 30 7.
BO MPH
30 FT
2x4 20 7. 0 7.
2s8 20 7. 40 7.
70 MPH
IS FT
2x4 0 7. 20 7.
2s6 0 7. 20 7.
70 MPH
30 FT
2x4 10 7 20 7.
2x8 10 9. 30 7.
EXAMPLE:
ASCE WIND SPEED = 100 MPH
MEAN ROOF HEIGHT = 30 FT
CABLE VERTICAL = 24" 0 C. SP 13
1" REINFORCING MEMBER SIZE 2X4
I1r' BRACE INCREASE (FROM ABOVE) = 107. 1.10
1) 2%4 "L' BRACE LENGTH = 6' 7'
MAXIMUM "F' REINFORCED CABLE VERTICAL LENGTH
1.10 x 6' 7" - 7' 3"
DRAWINGS CA898117 876,719 k HC26294035
WARNING--
1?,
TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING,
INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED
aV• ``'•,.•••• 'w/
N `y 'IFICA'•, /9 i4 REF LET -IN VERT
BY TPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200, MADISON, Wt. 537197 FOR
a r!-
AND AND
VALLEY
TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER.
BOT CHORD 2X3(') OR 2X4 SP #2N OR SPF #1/#2 OR BETTER.
WEBS 2X4 SP y3 OR BETTER.
2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE).
ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH
2) 16d BOX (0.135" X 3.5") NAILS TOE -NAILED
120 MPH WIND, ASCE-7-98, CAT U, EXP. B, ENCLOSED-BLDG.,
30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD.
CUT FROM 2X6 OR
LARGER AS REQ'D
4-0-0 MAX
12
12 MAX.
1Y2X4
W2X4 1Y2X4
8-0-0 MAX -I
W2X4
12
12 MAX f- Y4X4
WIX3
5X4/
WIX3 6-0-0
WIX3 1YWIX3 L (
MAX SPACING)
WIX3
W2X4
TRUSS DETAIL
UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1X4 "T"-BRACE, 80%
LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED
WITH 8d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING,
EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9".
MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0".
TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH:
PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS
INSTALLATION
OR
PURLINS AT 24" OC
OR
BY VALLEY TRUSSES
LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES
NOT EXCEED 12'0".
BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN.
E—N
W2X4
OPTIONAL STUB
END DETAIL
OPTIONAL HIP
JOINT DETAIL
o
COMMON TRUSSES PARTIAL FRAMING
20-0-0 l lllllllllll AT 2 " OC PLAN
SUPPORTING TRUSSESIT 24" OC MAXIMUM SPACING. THIS DRAWING REPLACES DRAWING A105
VARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING,
INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED
G
V•• A,•• / TICLL 30 30 40 PSF REF VALLEY DETAIL
BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR, SUITE 200. MADISON. VI. 53)19) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED, C DL 20 15 7 PSF DATE 06/25/99TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORD $HALESMYTH 'LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING, NO. 42704IMPORTANT•• FURNISH A COPY (IF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPII$ ROOF TRUSS DIVISION ENGINEERED PRODUCTS• INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
EEC DL 10 10 10 PSF DRWG VALTRUSS0699
ENG MLH/1CAR2722SOUTHAPOPKABLVa. DESIGN) ANY FAILURE 70 BUILD THE TRUSSES IN CONFORMANCE WITH TPI) OR FABRICATING, IC LL 0 0 0PSFHANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH•
APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE %
407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGAi A •. STATE OF
1 OT. LD. 60 57 PSF55
aSTM a653 GR 0 GALV. STEEL EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OFFAx: 401-299.9153 TRUSS
t,
lO •• . V
AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
DRAWINGS 160 A-Z. THE SEAL pN THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL O o IQ P•••_` i/ •• ` DUR.FAC.1.25/1.33PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE
CERTIFICATE O AUTHORIiAT,OM X9210 RCSPONISIBILITYDpFSTHOFBUILDING HOES GNER, pPER"AN I iTPi I`1993BUILDINGIS 2. T`rt l `\_ \\
4Ss/
Oni ei••E'\\\\\\\ 1.
15 I.IS SPACING
24'
CONVENTIONALLY FRAMED VALLEY DETAIL
A) 2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER
B) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3")
C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3")
D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER
COMMON
TRUSSES
AT 24" O(
NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN
THAT OF VALLEY RAFTER (A).
NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR
VALLEYSUPPORTINGTRUSSBRACINGDETAILS.
RAFTERS
B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10".
RIDGE
B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS I1'-2". RAFTER
FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE.
FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAILS AT 4" OC.
FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC.
TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH
PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR
VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN
FOR THE SUPPORTING TRUSS.
2) 16d BOX NAILS, TOE -NAILED THRU
CRIPPLE INTO RIDGE BOARD
3) 16d BOX NAILS
D)F-(A)
C) (
B
3) 16d BOX NAILS
4'0" TYP. (
B)
3) 16d BOX NAILS,
TOE -NAILED
RATED
SHEATHING
3) 16d BOX
NAILS, TOE -NAILED
PARTIAL FRAMING PLAN
I,VlVl1Yl V1Y lI\VaaC,a Al 4•i Ill,
3) 16d BOX
NAILS, TOE -NAILED
GIRDER
2) 16d BOX NAILS, TOE -NAILED (TYPICAL)
SUPPORTING TRUSSES
RATED SHEATHING CONNECTED TOZ(3)
AT 24" OC MAX SPACING
TRUSS TOP CHORDS PER SPECIFICATIONS
16d BOX NAILS, TOE -NAILED THRU
CRIPPLE INTO RATED SHEATHING
THIS DRAWING REPLACES DRAWING V105-CONV
YARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING,
INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED
BY TPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFR10 DR, SUITE 200, MADISON, VI. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM
Q FP'IFIC;1•.
C LL 30
4
DL 20
30
15
40 PSF
7 PSF
REF CONV. VALLEY
DATE 06/25/99
SMYTH LUMBER CO. CHORD SHALL
HAVE A PROPERLY ATTACHED RIGID CEILING G (C'.• G
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
BC %)L 10 10 10 PSF DRWG VALCONVF0699
ENC MLH/KAR2722SOUTHAPOPKABLVD. DESGN) ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, N0, 42704 7 1 L 0 0 0 PSF
APoPKA, FL 32703
HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH
APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE
AMERICAN FOREST AND PAPER TOT.=LD. 60 57 PSF55407-299-1522
FAX: 407-299.9153 '
ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA
AST A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF
TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER OF
33 1.15I.15PROFESSIONALENGINEERING
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL STATEiiO ..C.1.25/I
CERTIFICATE OF AUTHORIZATION 11921
ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE
i AA
ACING SEE ABOVERESPONSIBILITYpFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. O`.'.• C
SOON A1- ,1110`',
A
TOP CHORD 2X4 p2 OR BETTER
BOT CHORD 2X4 y2 OR BETTER
WEBS 2X4 y3 OR BETTER
PIGGYBACK DETAIL
REFER TO SEALED DESIGN FOR DASHED PLATES.
SPACE PIGGYBACK VERTICALS AT 4' OC MAX.
TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE
IS NOT DIRECTLY OVER ANOTHER.
PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO
TRUSS TOP CHORD WITH 1.5X3 PLATE.
ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK
IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS
MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS.
REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLRJ SPACING.
120 MPH WIND, ASCE 7-98, CAT 11, EXP. B. ENCLOSED BLDG.,
30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD.
FRONT FACE (E.* ) PLATES MAY BE OFFSET FROM BACK FACE
PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX.
IAC
C
C
C
C
C
C
C
C
JOINT
TYPE
SPANS UP TO
30' 34' 38' 52'
A 2X4 2.5X4 2.5X4 3X5
B 4X6 5X6 5X6 5X6
C 1.5X3 1.5X4 15X4 1.5X4
D 5X4 5X5 5X5 5X6
E
4X6 OR 3X6 TRULOX AT 4' OC,
ROTATED VERTICALLY
ATTACH TRULOX PLATES WITH (8) 0.120- X 1.375" NAILS, OR
EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO
BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX
INFORMATION.
WEB BRACING CHART
WEB LENGTH REQUIRED BRACING
0' TO 7'9" NO BRACING
Ix4 "T" BRACE. SAME GRADE, SPECIES AS WEB
7'9" TO 10' MEMBER, OR BETTER, AND 80% LENGTH OF WEB
MEMBER. ATTACH WITH 8d NAILS AT 4" OC.
2x4 "T" BRACE. SAME GRADE, SPECIES AS WEB
10' TO 14' MEMBER, OR BETTER, AND 80% LENGTH OF WEB
MEMBER. ATTACH WITH 16d NAILS AT 4" OC.
PIGGYBACK SPECIAL PLATE
ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF
FABRICATION. ATTACH TO SUPPORTING TRUSS WITH
4) 0.120" X 1.375" NAILS PER FACE PER PLY. APPLY
PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND
SPACE 4' OC OR LESS.
00 o 0 0 0
0
0
0 0 0 0
2
00 0
o 0 0 o
0
o
0 0 0
18
1/4- ATTACH
PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. 111'•11 11 "l/ADp WINO REPLACES DRAWINGS 634.016 634.017 k 847.045 YARNING--
TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING. INSTALLING
AND BRACING. REFER TO HIB-9I (HANDLING INSTALLING AND BRACING), PUBLISHED BY
TPI PLATE A /
QV' \`" / MAX LOADING i
REF
PIGGYBACK TRUSS
INSTITUTE, SB3 D'ONpFR10 DR., SUITE 200, MADISON, VI. 53719) FOR SAFETY
PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,1F1S+q•, TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLyJ ` ,.•'•••
V
55 PSF AT iDATE
06/25/99 D
RWG PIG BACK BO 6 9 9 SMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT••
FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE s 1.33 DUR. FAC. ROOPTRU55
DIVISION 2722SOUTH
APOPKABLVo. ENGINEERED PRODUCTS,
INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS, DESIGHANDLING.NSHIPPIUREITOTALLID
THE TRUSSES IN CONFORMANCE EDWITH TPIIFABRICATING, i N0,
42704 x ;' •. 50PSF AT ENG DLJ/KAR TH APPLICABLEPROVISIONS
OF NDS (NATIONAL PUBLISHED S.2 5 DUR. FAC. APOPKA. FL32703DESIGNSPECIFICATIONBYTHE4072931922
FAX: 407-
299-9153 AMERICAN FOREST
AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTH A653
GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND,
UNLESS OTHERWISE ON THIS DESIGN, POSITION STATE OF 47 PSF AT LOCATED CONNECTORSPERDRAWINGS160
A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL Z .,o . i • 1.
15 DUR. FAG. PROFESSIONAL ENGINEERING
ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE y '.• CERIIFIGTE OF
AUTHORIIAnoN r921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OFTHEBUILDINGDESIGNER. PER ANSI/TPI 1-1995 SECTION 2. nRI P._` FACING 24.0" NAL
BOTTOM CHORD FILLER DETAIL .
OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX
SIZES (1X3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE
OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX
11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE
ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO
EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND
TRULOX PLATE REQUIREMENTS.
REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS
DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT
SHOWN.
ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES
MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (««)
FILLER BOTTOM CHORD
OR WEDGE SPECIES
MAXIMUM REACTION MINIMUM
BEARING AREA
REQUIRED NAILS PER FACE WITH TRULOX PLATES
DOWNWARD UPLIFT 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L.
DOUGLAS FIR -LARCH 3281# 1656 1.5" X 3.5" 12 11 10 9 8
HEM -FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6
SPRUCE -PINE -FIR 2231# 1192 1.5" X 3.5" 10 9 8 8 6
SOUTHERN PINE DENSE 3465# 1791 1.5" X 3.5 12 1 11 1 10 1 9 1 8
SOUTHERN PINE 2966# 1492 1.5" X 3.5 10 9 8 8 7
SOUTHERN PINE NON -DENSE 2520# 1343 1.5" X 3.5 9 8 7 7 6
4 ++
MAX
43XI2
3X8 TRULOX "
MAX18 .*, A 42X8
LOX
WEDGE(
2) 8D NAILS CUT TO FITE
WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING,
INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED
BY TPI (TRUSS PLATE INSTITUTE. 593 D'ONOFRI DR., SUITE 200, MADISON, VI. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,
lop CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
HAVE A PROPERLY ATTACHED RIGID CEILING. SMYTH LUMBER CO.
IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE
ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
2722 Sour" APOPMA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING,
HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH
APOPMA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE
407.299.1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MADE OF 20GA
ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE, OF
FA%: 407-299 9153 TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL
PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE
CERTIFICATE OF AUTHORIZATION N921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE
RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2.
T;tiiU1H11I11111J)} DRAWING REPLACES DRAWINGS A115 A115/11 k 884.132
M. tf4N k, TC LL - PSF REF BC FILLER
PSIFIC,q'• DL - PSF DATE 06/25/99
G
i...•. A DL 10.0 PSF DRWG BCFILLER0699
No. 42704 CLL - PSF -ENG DU/KAR
TO-9 LD. - PSF
o STATE OF
FAC. 1.0/1.15/1.25/
p0••' ` .
1.39
I p;•'ACING 24.0"
6N4lev
STEPDOWN CORNER SET
TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE
2 TYF
BOT CHORD 2X4 SO. PINE #2 N
WEBS 2X4 SO. PINE #3 7'
HIPJACK TOP CHORD LUMBER GRADE
MAX NORMAL
OVERHANG
LENGTH***
MAX HIPJACK
OVERHANG
LENGTH•••
SOFFIT WEIGHT
2 PSF 10 PSF
1-06-00 2-01-07 2 N 2 N
1-09-00 2-05-11 2 2 DENSE OR #1 N
2-00-00 1 2-09-15 1 2 DENSE
120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG.,
30 FT. MEAN HT., 10 PSF TOTAL WIND DEAD LOAD.
UPLIFT IS 350#
UPLIFT 1S 200#
5'
CORNER SET
SETBACK
3'
7' 0" 0 ,
1
4
2 HiP OR COMMON TRUSS
I-#1 Hl-P TRUSS
ml Mm
r/rimill
ml
mi
A, F i Ii
1 3 b 7 2' TYP.
I
OPTIONAL VERTICAL WEB. USE W1.5X4 AT
BOTTOM OF VERTICAL. USE W3X4 AT TOP
OF VERTICAL AND DIAGONAL WEB.
2) 16d TOENAILS
J1
J3 HJ .. (3) 16d TOENAILS
J5 **
J7 **
3.00 12 * 212 12 w2x4
800 TZ4
ALTERNATE LOADING
W2X4 W2x5 , ; W3X4
TCLL 20 PSF
ORSIMPSON TCDL 20 MAX PSF
3/4' THJA26
BCDL 10 PSF
I i I 1 I I i I i TOT.LD. 50 MAX PSF
1 *** I 1'1 3' 5• 7' I *** 1 9-10-13 OVER 2 SUPPORTS
R=483g, W=3.50" R=8529, H=3 50'
DUR.FAC. 1.25
END AND CORNER JACKS HIPJACK
THIS DRAWING REPLACES
ury DRAWING HC11795029
VARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING.
INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED i-`p• • iw yC LL 30 MAX PSF REF 7' STBK CS
BY TPI (TRUSS PLATE INSTITUTE- 5R3 DTINOFRIO DR., SUITE 200, MADISON. V1. 53719) FOR1. C r_ SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, v 0.`•Ir C•Q• DL 15 MAX PSF DATE 06TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALL ` ` •• ` •• /25/99
SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE •• ••: BC'-PL 10 PSF DRWG CS7SBK3A0699
ROOF TRUSSDIV1910N ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ZZ
DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI, OR FABRICATING, _ * N0, 42704 1* IL 0 PSF -ENG SJP/KAR2722SOUTHAPOPKABLVD. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH
APOPMA. FL 32703 APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE = *
0'j'= LD. 55 MAX PSF407-299-1522 AMER CAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MADE OF 20GA __
ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF
STATE OFFAx: 407-299,9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL A •• FAC. 1.33PROFESSIONALENGINEERINGENGINEESUITABILIINGTYANDRESPONSIBILITYUSETHISSOLELYCOMPONENTFORANY
THE
PARTICULARCOMPONENT DESIGNBUILDING SHOWN. THE THE i
O ••. /C
CERTIFIfATE OF AUTHORIZATION 0921BRESPONSIBILI TY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. $h top,- ACING SEE ABOVE
NAl
CLB WEB BRACE SUBSTITUTION
THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB)
IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB
BRACING METHOD IS DESIRED.
NOTES
THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED
CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T—BRACING OR SCAB
BRACING.
ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE.
FOR MINIMUM ALTERNATIVE BRACING. RE —RUN DESIGN WITH APPROPRIATE
BRACING.
WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING
SIZE BRACING T OR L—BRACE SCAB BRACE
2X3 OR 2X4 1 ROW 2X4 1-2X4
2X3 OR 2X4 2 ROWS 2X6 2-2X4
2X6 1 ROW 2X4 1-2X6
2X6 2 ROWS 2X6 2-2X4(*)
2X6 1 ROW 2X6 1-2X6
2X6 2 ROWS 2X6 2-2X6(*)
T—BRACE, L—BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE
OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON
ENGINEER'S SEALED DESIGN.
CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH
FACE OF WEB.
T—BRACING
OR
L—BRACING:
APPLY TO EITHER SIDE OF WEB
NARROW FACE
ATTACH WITH 16d NAILS AT 6" O.C.
BRACE IS A MINIMUM 80% OF WEB
MEMBER LENGTH
SCAB BRACING:
T—BRACE
OR
L—BRACE
APPLY SCAB(S) TO WIDE FACE OF WEB.
NO MORE THAN (1) SCAB PER FACE.
ATTACH WITH 10d NAILS AT 6" O.C. SCAB
BRACE IS A MINIMUM 80% OF WEB
MEMBER LENGTH
WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING. SHIPPING,
INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED
BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON, VI. 53719) FOR
SAFETY PRACTICES PRIOR T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE
ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
APOPMA BLVD,
DESIGN) ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI) OR FABRICATING,
2722 SOUTH HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH
APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE
407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA
FAx: 407-299.9153
ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF
TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL
PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
09210 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THECERTIFICATEOFAUTHORIZATIONRESPONSIBILITYOFTHEBUILDINGDESIGNER. PER ANSI/TPI 1-1995 SECTION 2.
1
P, .... 1111vIFIC;,q
No. 42704
STATE OF
0RIVP''
4
hrn. % r ,N,A0a
T—BRACE L—BRACE
THIS DRAWING REPLACES DRAWING 579.640
LL PSF
DL PSF
DL PSF
LL PSF
LD. PSF
REF CLB SUBST.
DATE 06/25/99
DRWG BRCLBSUB0699
ENG MLH/KAR
52. FAC. IACING
rl il_"