142 Venetian Bay Cir - BR04-001023 - SFRPERMIT ADDRESS y c
CONTRACTOR _.,_Morrison Homes-
151 So,uthhall Ln #200
ADDRESS __,Maitland, FL 32751
407-257-6940
CRC 041929 --
PHONE NUMBER
PROPERTY
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
FEE
FEE
e
CLA ti c— SUBDIVISION r
PERMIT # Ay •tOZ#3 DATE1 0, /.,u I
PERMIT DESCRIPTION AfAW
PERMIT VALUATION cl 1 7g%
SQUARE FOOTAGE ZJ*46
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I
Cityof Sanford Certificate ofOccupancy
This is to
certify that the building located at 142 Venetian Bay Cir for which permit number 04-1023 was
issued has been completed according to the plans and specifications filed in the permit, to wit
as New Single Family Residence complies with all the building, plumbing, electrical, mechanical, as
well as City of Sanford codes and ordinances and with the provisions of these regulations.
Staff Approval Date
Conditions (if blank, no conditions apply) Building: F. Ortiz
06/
08/04 Engineering: D. Sweet
06/
07/04 Public Works: R.
Buckner 06/
04/04 Utilities: R. Blake
06/
11/04 Fire Department: N/
A Zoning:
N/A
Morrison
Homes Property
Owner C)
3'/ rVA . • `
06/11/04 Building Official Date
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
SINGLE FAMILY RESIDENCE****
DATE: 6/03/04
PERMIT #: 04-1023
ADDRESS: 142 b—
VENETIAN BAY
CONTRACTOR: MORRISON
PHONE #: DANNY 407-948-2953
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
ngineering
Public Works
Utilities
17/a
Fire
El Zoning
Licensing
N/A
N/A
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
010 qllqg
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
SINGLE FAMILY RESIDENCE****
DATE:
PERMIT #:
ADDRESS:
CONTRACTOR:
PHONE #:
6/03/04
04-1023
142 MONROE VIEW TRAIL
VENETIAN BAY
MORRISON
DANNY 407-948-2953
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
Engineering
ublic Works
Utilities
Fire N/A
Zoning
Licensing
N/A
N/A
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
Herx & Associates Inc.
769 Douglas Avenue
Altamonte Springs, Florida 32714
407.788.8808 - 407.788.8762 (fax)
May 21, 2004
City of Sanford Building Division
P.O. Box 1788
Sanford, Florida 32772-1788
RE: Lot 50 Venetian Bay, 142 Venetian Bay Circle
To Whom It May Concern,
The finished floor elevation of the structure located at:
142 Venetian Bay Circle, Sanford, Florida 32771
Legal Description:
Lot 50, "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,
Her Associates Inc.
01 4
William A. Herx P.L.S.
Vice President
WAH/bb
FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077
NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005
ELEVATION CERTIFICATE
Important: Read the instructions on pages 1 - 7.
SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use:
BUILDING OWNER'S NAME Policy Number
MORRISON HOMES
BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company,NAIC Number
142 Venetian Bay Circle
CITY STATE ZIP CODE
SANFORD FL 32771
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 50 ," 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):
or ##.##fit#°) ® NAD 1927 NAD 1983 USGS Quad Map ® Other: Plat
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
81. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE
CITY OF SANFORD 1120294 SEMINOLE FLORIDA
B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S)
NUMBER 85. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding)
12117CO035 E 4-17-95 4-17-95 X 9.60
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9.
FIS Profile FIRM Community Determined ® Other (Describe): Development Engineering Plans
B11, Indicate the elevation datum used for the BFE in 139: ® NGVD 1929 NAVD 1988 Other (Describe):
812. 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)
Cl. 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, VI-V30, V (with BFE), AR, AR/A, 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) 14. 9 ft.(m)
o b) Top of next higher floor NA. _ft.(m)
o c) Bottom of lowest horizontal structural member (V zones only) NA . _ft.(m)
00
o d) Attached garage (top of slab) 14. 6 ft.(m) E
o e) Lowest elevation of machinery and/or equipment VVVIIf
servicing the building (Describe in a Comments area) 14.3ft.(m) AC Service
o f) Lowest adjacent (finished) grade (LAG) 14. 0 ft.(m) z .
o g) Highest adjacent (finished) grade (HAG) 14.2 ft m)
v
o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA
o i) Total area of all permanent openings (flood vents) in C3.h NA sq, in. (sq. cm) Registered Land Surveyor No. 3182
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. ---
I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. -
I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
CERTIFIER'S NAME William A. Herx LICENSE NUMBER 00003182
TITLE Registered Land Surveyor COMPANY NAME Herx & Associates, Inc.
ADDRESS CITY STATE ZIP CODE
769 Dguglas Avenue Altamonte Springs FL 32714
SIG AT /) D SAn ` / DATE TELEPHONE f
1 05-21-04 407-788-8808 FEMA
Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions
IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company use:
BUILDING STREET ADDRESS (Inducing Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number
142 Venetian Bay Circle
CITY STATE ZIP CODE Company NAIC Number -"--
SANFORD FL 32771 _
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner.
COMMENTS —
NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans. -
TBM's not verified.
Note: Item C3 e 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. -
E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately
represents the building, provide a sketch or photograph.)
E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use
natural grade, if available).
E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent
grade. Complete items C3.h and C3.i on front of form.
E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use
natural grade, if available).
E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? -
El YesYes 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 FEMA-issued or community -
issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best ofmy knowledge.
PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME -
ADDRESS CITY STATE ZIP CODE
SIGNATURE DATE TELEPHONE
COMMENTS
Check here if attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law 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 FEMA-issued or community -issued BFE) orZone AO.
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 (inducting 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
FEMA Form 81-31, January 2003
Check here if attachments -
Replaces all previous editions
DATE:
CERTIFCATE OF OCCUPANCY a
i
o
REQUEST FOR FINAL INSPECTION
w
SINGLE FAMILY RESIDENCE****
i
Z
6/03/04
PERMIT #: 04-1023
ADDRESS: 142
VENETIAN BAY G fc/
CONTRACTOR: MORRISON
PHONE #: DANNY 407-948-2953
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N1 i' 0 u I
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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 Works
tiliti ,
Fire _
Zoning _
Licensing
N/A
N/A
N/A
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
LMBC1001 CITY OF SANFORD
Address Misc. Information Inquiry
Location ID . . . . .
Parcel Number . . . . . .
Alternate location ID . .
Location address . . . . .
Primary related party . .
Type options, press Enter.
5=View detail
Opt Description
CUSTOMER SERVICE NOTES
CUSTOMER SERVICE NOTES
CUSTOMER SERVICE NOTES
CUSTOMER SERVICE NOTES
CUSTOMER SERVICE NOTES
240825
23.19.30.502-0000-0500
142 VENETIAN BAY CIR
6/04/04
10:31:27
Free -form information
LOT 50 *************
SW DEV FEE $1,700.00 WA DEV FEE $650.00
BP04-1023 PD 2-11-04 SEE REC#6401
3/4" WA METER SET FEE $190.00 PD 2-11-04
REC#6401
F2=Address F3=Exit F5=Special Notes F9=Parcel Notes
F12=Cancel
COUNTY OF S[MINOL[
IMPACT FEE STATEMENT
ISSU[D BY CITY OF SANFORD
STATEMENT NUMBER 104-75876 DATE: _
L/_/ ' BUILDING PERMIT UM T COyNTY NUMBER:
UNIT ADDRESS: //
TRAFFIC 7ONE: _|_ JUDISDICTlON:
SEC: TWP CE L.
CUDDIV N
PLAT BOOK
7---' -- --' ADDRESS:
APPLICANT NAME: ... ... ... .
ADDRESS:
LAND USE CAJE6URY: 001 - Single Family Detached House
TY['F US[: Reoide/'tial
WORK DESCRIPTION: Single Family House: Detached - ConsLructinn
FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DU[
TYP[ DIST 13CHE0ULE DESC. UNIT OF UNITS
ROADS
ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00
ROADS
COLLECTORS NDRTH `O dwl unit $ 142.00 1 $ 142.00 |
LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00
SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,304.0O
AMOUNT DUE $ 2,285.00
STATEMENT
K[CFIVLD DY: / le,"; ^.r^___ SIGNATURE:
P EA E PRlNT HAMF)
DAT[:
NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND
NCURE TIM LY PAYMENT M4Y RESULT IN YOUR LIABILITY FOR THE FEE. =
DISTRIBUTION: 1-COUN7Y 3-CITY
2—APPLICANT A COi1NTY
NOT[**
P[RSOIII `.'; ARE ADVISED THAT THIS lS A STATEMENT OF FEES WHICH ARE
D-E AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT, P[
RSON ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO
APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SY3T\nM AHD/UR EDUCATIONAL (
SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A
WRI77EN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE
DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY ON OCCUPA
CY. TI-E REVIEW MUST PEET TKE UF TH[ COUNTY
LAND DEVELOPMENT CODE. COPIES OF MAY
BE PICKED UP, OR REQUESTED, FROM THE THE
RULES GOVERNING APP[A''S PLAN
IMPLEMENTATION O|lF7C[: 1101 [
AST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. j\ PAY}
ENT SHCULD BE MADE TO: CITY OF 3ANFORD DUlLDIN8
D[['ARTM[HT 3O)
HORT\| PARK AVEUi}[ SANFORD. |
I 32771 PAYIENT
SHOULD BE BY CHECK OR rONEY ORDER, AND S01OULD ITEF[REHCE TIE
STATEMENT Nu|MBEK AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT
OF TH[ HUl7C[. T||
IC STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF ATT"'i* FAMILY
BUlLDIKG
IIerx J .4880ciaates Inc.
Land Surveyors
769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808
Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping
Map of Survey
CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING
C 1 90,00'00- 25.00' 39.27' 25.00' 35.36' N 45°00'17"W
C 2 14°45'01" 75.00' 19.31' 9.71' 19.25' N 07°22'48"W
C 3 90°00'00" 50.00' 78.54' 50.00' 70.71' S 45°00'17"E
C 4 90*05`05" 50.00' 78.61' 50.07' 70.76' N 45°02'50'W
LINE BEARING DISTANCE
L I N 61 ° 26 ' 00 "E 27. 07 ' '
L 2 S 00°00'17"E 61.00'
L 3 N 00°00'17-W 3.96'
L 4 S 00°00'17"E 3.96'
REFERENCED BEARING
P.C.P.
CIL MONROE VIEW TRAIL
LOT 51 I (50' R/W) TRACT F"
PRIVATE ROADWAY
L2
LOT 50oB' GRADING, zz
6.774 SO. FT.
15.5 O 1"'. O
I8.0' m
o
LANAI
O
o
N
t„
22.0'
1W
1971)
BROOKWOOD II 3 o
z LL) ELEV. A. B. C & D
lu
W
SINGLE FAMILY RESIDENCE
FIN. FL. ELEV: 13.9
Ln
Lnt
LOT 49 W LnLn01z
01
cc) I 00
3.6:
0 70'D
z
S
40'W
7.0' o,
n I
I
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115.5 3.5'
P.C.P
CITY OF
SETBACKS:
Max Coverage - 62
Front 25' Rear 20' SITE DATA
Side 5 ' Corner 15' IMPERVIOUS SO. FT. _ 48i
Minimum Lot Width 50' LOT S0. FT.
IMPERVIOUS AREA -3.224 SO. FT.
Note: Beorinqs shown hereon are referenced to the CIL
of VENETIAN BAY CIRCLE as being N 00°0017-W.
Vertical datum is based on NGVD per Engineering
construction plans by Neal H i I I e r Engineering. Inc.
Job Number 2001.
SANFORD
LEGAL DESCRIPTION.' Lot 50. " V E N E T I A N BA Y "
P. C P 4 P C P according to the plot thereof as recorded in Plat Book 63.
at pages 84 - 88 of the Public Records of Seminole County. Florida.
XFLOODHAZARDDATA: The Parcel shown hereon lies within Flood Zone ..
CIL VENETIAN BAY CIRCLE according to the Flood Insurance Rate Map Community Panel Number
50' R/W) TRACT "F 120289 0035E.Dated 04117195.
PRIVATE ROADWAY City of Sanford. Community Number 120294) r
General Notes: Proposed
Legend aS Offset
1. This is a BQUNDARY Survey performed in the field on Temporary Benchmark O.R.B. Official Records Book
2. No aerial, urface or subsurface utility installations, underground improvements or assumed datum) PB Plat Book
subsuAac aerial encroachments, it any, were located. BOW Back of sidewalk PCCILCenterline Point of Curvature
3. Building ti 6'h6w4t•are to the exterior unfinished foundation surface or formboard. PCC. a Central or (Delta) Angle
Point of Compound Curvature
4. Elevations shown hereon, if any, are assumed and were obtained from approved CALC Calculated P.C.P. Permanent Control Point
Cons tructi n plans provided ,by the Client unless otherwise noted, and are shown PG. CB Chord Bearing P.P.M./LPermanent
Page
Reference Monumanl
onlyto depict theproposed or actual difference In elevation relative to the assumed CD Chord P/L Property Line
temporarylBenchmark shown hereon. C.M. Concrete Monument P.O.B. Point of Beginning
5. The parcel shown hereon is subject to all easements, reservations, restrictions, and EL. orELEV Elevation (Proposed) P.O.C. Point or Commencement
Rights -of- ay of record whether depicted or not on this document. No search of the FINAL EL. Elevation (Measured) p 1.
FD. Found
Point of Intersection
Public Re ords has been made b this office. Y PRC.
Fin.Fl. Elev. Finished Floor Elevation PT.
Point of Reverse Curvature
Point or Tangency6. The legal description shown hereon is as furnished by client. I.P. Iron Pipe R Radius
7. Platted and measured distances and directions are the same unless otherwise noted. I.R. Iron Rod RAD Radial Line
Denotes W iron rod with yeilow plastic cap marked LB4937 or LS3182, or L Arc Length RES. Residence
iron rod with red plastic cap marked 'Witness Corner , unless otherwise noted. LB Licensed Business P/W
LS. Land Surveyor Right-of-way
O Denotes P.C.P. (Permanent control point) TBM
Mea Measured Temporary Benchmarkry
Denotes Permanent Reference Monument N/D(N&D) Nail and Disk
TYP. coreTypical
Fence symbol (see drawing) 2003 Herx & Associates Inc. All rights reserved N.R. Not Radial -X—X- Fence symbol (see drawing)
Certification: Not valid without tnhp er
d the orlpinal raised seal
of a Florida licensed Surveyor aThissurveymeetstheraquiremenMinimumTechnical
Slenclards as contained in Chaptea Administrative Cc*.
Sketch or Legal Description
This is not a Survey
William A. Herx, P.L.S. Florida Registered Lfyd Surveyor No. 3182
Darae L. Przemienieckl, P.S.M. Registered fqtveyor and Mapper No. 6030WilliamR. Herx, P.S.M. Registered Surveycond Mapper No. 6092
Herx & Associates Inc., State ofFlorida LB 4937
Drown by: CM
Checked by: DP
Prepared For: MORRISON
Job Number: 02-017-02
Scale : 1-- 30'
Plot plan'perrormed: 08-25-03
Foundation Survey:
Final Survey: Revisions .
w • , _ CITY OF SANFORD PERMIT APPLICATION
Permit # :
4 rob Address:ll{
Description of Work:
Historic District:,
Date: " `
Permit Type: Building _/ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Ca)c. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
c4c
r
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial
Occupancy Type: Residential V Commerci Industrial Total Square Footage:l2 0
Construction Type: GM LL # of Stories: ,# of Dwelling Units: _ Flood Zone: X (FEMA form required for other than X)
Parcel #: Z3—/ % — 30— 6-0`— ooOO— 0-100 (Attach Proof of Ownership & Legal Description)
A/Ans//n A) 1/,4it,4cC zoffo
1407),2S 79 740
Bonding Company: NA
Address: /VA
Mortgage
Address:
Architect
Address:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards ofall 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 NOTIQ 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 prop that may be found in the public records of
this county, and ere ma be additional permits required from other governmental entities such as water ma ge nt districts, state agencies, or federal agencies.
Accepts e of r i eri tion that 1 will notify the owner f th/e,property of the requirem t f a n Law, FS 713.A j/,
a Sign re of caner/Agent D to Signature of Cc tractor/Agen Date/ >„ J Z
M tre/i- C/S ti MAC/ SN /Uc
N $ Print Owner/A n ' Print Contractor/ t' 2
Z ai z V d a
Q •
FF
111441 • tyj €
oSQ &.; Signatur of tale of Florida ate Signature -State of Florida ate *
m
r w m
r tiW
ko Owner/Agent is _ Personally Known to Me or Contractor/Agent is Personally Known to Me or
Qom:• 0 _ Produced ID Nib _ Produced ID
r
APPLKATION APPROVED BY: Blde:1 )T' "IE1Zoning: Utilities: FD: I
ni'& Date) (Initial & Date) (Initial & Date) (Initial & Date) Special
Conditions: 4
55150 z(
i ia i is ua Ii aaI aaai ea m ie ua o I a alas is uI ai iai lalali ia l
MARYIINNE MORSE, CLERK OF CIRCUIT CART
Permit Number:
Prepared By f Daphne Clark
and O.Box 784283
Return To: Winter Garden, FL 34778-4283
NOTICE OF COMMENCEMENT.
State of Florida.
County of Seminole.
SEMINULE CUMTY
BK 05123 PG 0336
CLERK'S # 2003215989
RECORDED 12/05/2003 10:48:4z PA
RECORDING FEES 6.00
RI LVIDI`D BY S O'Kelley
CERTIFfED COPY
MARYANNE MORwSE
eLERK OF CIRCUIT COURT
SfM! ' - iJNiY. LORIDJi
DEC 5 2003
The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance
with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
1.
2.
3.
4.
5.
7.
Description of property:
Lot Number
Legal Description VENETIAN BAY, according to the plat thereof, as recorded in Plat
Book 63, Pages 8448, of the public records of Seminole County,
Florida.
Street Address / zme j &W 6"O' Sanfard, FL
C.eneral.description of improvements:
New single family residence
Owner information : Name Morrison Homes
Address 151 South Mall Lane. Suite 200 Maitland FL 32751-7172
Tel Number (407) 629-0077
Fax Number (407) 629-5282
Fee Simple Title Holder: - N.A.
Contractor: Name Maria Lisa Steiner
Address 151 .South Hall Lane.
Tel Number (407) 629-0077
Fax Number (407) 629-5282:
Surety: N.A.
Lender: N.A.
Suite200 Maitland FL32751-7172
8. Persons within the State ofFlorida 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 recor ing
Date Signed: 00"a Signature of Owner's Agent, Maria Lisa Steiner: VV
Sworn to and subsuiblefore me this by Maria Lisa Steiner, who is personally known to r&
CLARK
r° a'ruo4c1,, • D. A.
MYCOMMISSION # DD M811
Signature o Notary Seal: * * EXPIRES: ltme27,2007
P
Tfof Bonded Thru Budget NoUary Servkes
Seminole Countv Property Appraiser Get hiformation by Parcel Number http://www. scpafl.org/pis/web/re_web.seniinole_Gounty_title?PARCEL...
PARCEL DETAIL
i
tia-min rir C xmtk
T 1
RrPrri 0'l*iser
itcs
i l®1 R. First %t
zanrord Ft. AZ" t
407-o dS-7 s06 GENERAL
Back
d S 2004
WORKING VALUE SUMMARY Value
Method: Market Parcel
Id: 23-19-30-502-0000-0500 Tax District; S1-SANFORD Number
of Buildings: 0 Owner:
MORRISON HOMES INC Exemptions: Depreciated Bldg Value: $0 Address:
151 S HALL LN STE 200 1 Depreciated EXFT Value: $0 City,
State,ZipCode: MAITLAND FL 32751 Land Value (Market): $11,310 Property
Address: 142 VENETIAN BAY CIR SANFORD 32771 Land Value Ag: $0 Subdivision
Name: VENETIAN BAY JusVMarket Value: $11,310 Dor:
00-VACANT RESIDENTIAL Assessed Value JSOH): $11,310 IExempt
Value: $0 Taxable
Value: $11,310 SALES
2003
VALUE SUMMARY Deed
Date Book Page Amount Vac/Imp 2003
Tax Bill Amount: WARRANTY
DEED 11/2003 05091 0407 $3,476,000 Vacant 2003 Taxable Value: Find
Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS
LAND
LEGAL DESCRIPTION PLAT Land
Assess Method Frontage Depth Land Units Unit Price Land Value LOT 50 VENETIAN BAY PB 63 PGS 84 - 88 LOT
0 0 1,W0 11,310.00 $11,310 I NOTE:
Assessed values shown are NOT certified values and therefore are subject to change before being finalized for advalorem tax purposes.
If
you recently purchased a homesteaded property your next year's property tax will be based on JustlMarket value. 1
of 1 12/29/2003 10:26 AM
LIMITED POWER OF ATTORNEY
DATE:
If
J
I HEREBY NAME AND APPOINT: DAPHNE CLARK, c hcl_ GUSTAV BOTES,
EACH AN AGENT OF: MORRISON HOMES
TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO
17
THE BUILDING DEPARTMENT OF:
FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMEF5 AT
LOT NUMBER:
SUBDIVISION:
ADDRESS: —"
AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY
TO THIS APPOINTMENT.
MARIA LISA STEINER
NAME OF CONTRACTOR.)
SIGNATURE OF CONTRACTOR.
STATE CERT. # CR-0041929
CONTRACTOR'S STATE REGISTRATION NUMBER.)
The foregoing instrument as knowledged before me this
DATE: D
BY: MA A L SA STEINER
Who is personally known to me and did not take an oath.
STATE OF FLORIDA
COUNTY OF ORANGE. UANAEMIRO
MY COMMISSION # DD 237775
a= EXPIRES: August 3 2007
pf BondedThru NotaryPubiio underwr ters
SIGNATURE OF NOTARY: NOTARY SEAL.
s
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 SurveyCURVEDELTAANGLERADIUSARCTANGENT CHORD CHORD BEARING
C 1 90,00*00" 25.00' 39.27' 25.00' 35.36' N 45°00'17-W
C 2 14°45'01" 75.00' 19.31' 9.71' 19.25' N 07°22'48"W
C 3 90100'00" 50.00' 78.54' 50.00' 70.71' S 45°00'17-E
C 4 90°05'05" 50.00' 78.61' 50.07' 70.76' N 45°02'50"W
LINE
L I
L 2
L 3
L 4
LOT 49
3.6:
O
0)
z LLI
W
W Ni
W
Ln
o
00
GL
BEARING
N 61°26'00"E
S 00°00'17"E
N 00°00'17"W
S 00°00'17"E
REFERENCED BEARING
LOT 51
L2
a LOT 50
N -B- GRADING
6.774 S 0 . FT
oLANAI
22.0'
1971)
BROOKWOOD 11
ELEV. A.B.0 & D
SINGLE FAMILY RESIDENCE
FIN. FL. ELEV: 13.9
NO Ln
O OD
0 w
DISTANCE
27. 07'
61.00'
3.96'
3.96'
P.C.P.
CIL
1"—(50' R/W) TRACT "F "
PRIVATE ROADWAY
n
Ln
a
I
V) I
toN
W
v
10)
OD
i
70'D
40 W O7
o, I7.0,
o w
O 13.0' 15.5 3. 5'
20... 0....... P. C. P
I
L3
N
o
0
Lr) CITYOF
CIL EL 12 6 N
PIp J RF11/ City OF C A
C
F®R
SETBACKS:
Max Coverage - 62
Front 25' Rear 20' [SITE DATA
Side 5 ' Corner 15' P_ERVIO_US SO. FT. . 48YMinimumLotWidth50' OT SO. FT.
IMPERVIOUS AREA -3224SO. FT.
Note: Bearings shown hereon are referenced to the CIL
of as being N 00°0077-W.
Vertical datum is based on NGVD per Engineering
construction plans by Neal H i I I e r Engineering. Inc. Job Number 2001.
SANFORD
LEGAL DESCRIPTION Lot 50. " V E N E T I A N BA Y
P.C.P. L4 P.C.P. according to the plat thereof as recorded in Plat Book .
at pages - of the Public Records of Seminole County. Florida.
FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone X"
C' CIL according to the Flood Insurance Rate Map Community Panel Number
50' R/W) TRACT "F' 120289 0035E.Dated 04117195.
PR I VATS ROADWAY (City of Sonford. Community Number 120294)
General Notes:
Proposed1. This is a BOl1NDARY Survey performed in the field on p
2. No aerial, s (face or subsurface utility installations, underground improvements or
subsurface/ #alLegcroachments, if any, were located.
3. Building ties shown are to the exterior unfinished foundation surface or formboard.
4. Elevations s own hereon, if any, are assumed and were obtained from approved
Constructior 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 B nchmark shown hereon.
5. The parcel own hereon is subject to all easements, reservations, restrictions, and
Rights-of--w y 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 %" iron rod with yellow plastic cap marked LB4937 or LS3182, or
iron rod with red plastic cap marked 'Witness Corner" unless otherwise noted.
O Denotes P.C.P. (Permanent control point)
Denotes Permanent Reference Monument
Certification: Not valid without the signature and the original raised seal
of a Florida licensed Surveyor a a r
survey meets the require s of the F orida Minimum Technical
Stan s as contained irj h t 61G 1 Florida Administrative Co e.
William A. Herx, P.L.S. Florida Regista Land Surveyor No, 3182
Darae L. Przemieniecki, P.S.M. Regisf r o' Surveyor and Mapper No. 6030
William R. Herx, P. &M. Registered Su yor and Mapper No. 6092
Herx & Associates Inc., State of Florida LB 4937
Legend
Temporary Benchmark ois Offset
assumed datum) O.R.B. Official Records Book
BOW Back of sidewalk PB Plat Book
CrL Centerline PC Point of Curvature
d Central or (Delta) Angle FCC. Point of Compound Curvature
CAALC Calculated P. C. P. Permanent ControlPoint
CB Chord Soaring PG.
P.R.M.
Page
Permanent Reference MonumentCD
C.M.
Chord
Concrete Monument FjL Property Line
EL. or ELEV Elevation. P.O.B. Point of Beginning
FINAL EL. Elevation (Measured) P.O.C. PoinfofCommencement
FD. Found p l 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 Line
LB Licensed Business RES. Residence
LS. Land Surveyor R1W Right -of -Way
Mee Measured TBM Temporary Benchmark
N/D(N&D) Nail and Disk TYR Typical
N.R. Not Radial 4171 Fence symbol (see drawing)
X—X- Fence symbol (see drawing)
Sketch of Legal Description
This is not o Survey
Drawn by: CM
Checked by: DP
Prepared For: MORRISON
Job Number: 02-017-02
Scots : 1-- 30'
Plot plan performed: 08-25-03
Foundation Survey: Final Survey:
Revisions .
Herx & Associates Inc.
L a n d S u r v e y i n g
769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808
Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping
Map of SurveyCURVEDELTAANGLERADIUSARCTANGENT CHORD CHORD BEARING
C 1 90°00'00- 25.00' 39.27' 25.00' 35.36' N 45°00'17-W
C 2 14*45*01' 75.00' 19.31' 9.71' 19.25' N 07°22'48"W
C 3 90000'00- 50.00' 78.54' 50.00' 70.71' S 45°00'17"E
C 4 90°05'05" 50.00' 78.61' 50.07' 70.76' N 45°02'50-W
LINE BEARING DISTANCE
L I N 61°26'00-E 27.07'
L 2 S 00°00'17"E 61.00'
L 3 N 00°00'17"W 3.96'
L 4 S 00°00'17"E 3.96'
REFERENCED BEARING
P.C.P.
CIL
LOT 51 I (50' R/W) TRACT "F"
PRIVATE ROADWAY
L2
LOT 50o
N -B- GRADING
6.774 SO. FT. Is.s O I`nO
1\ 18.0' m
o LANAI
O
O
o
N
to 22.0'
1971)
I
W
z LU
BROOKWOOD It
ELEV. A.B.0 & D I
w
w
SINGLE FAMILY RESIDENCE
FIN. FL. ELEV: 13 9 I0)
Q
W vO 01 PLANSCO REVIEW - 49 w Z OF FO nSAN
Z)co I ca
3.6:
0 70'D
40'WZ _7.0' o,
o F 11.,
P.C.P.
f, I
I
3.0' I5.5
11
3.5Max Coverage - 62 P
c P SETBACKS: Front
25' Rear 20' SITE DATA Side
5 ' Corner 15' MPERVIOUS SO. FT _ 48% Minimum
Lot Width 50' LOT SO. FT. IMPERVIOUS
AREA -3.224 SO.FT. Note:
Bearings shown hereon are referenced to the CIL Cl/ r
of as being N 00°0077"W. 3 /
Vertical datum is based on NGVD per Engineering construction
plans by Neal H i l l e r Engineering. Inc. Job
Number 2001. CI
TY OF SANFORD LEGAL
DESCRIPTION. Lot 50. " V E N E T I A N BA Y P.
C.P. according to the plot thereof as recorded in Plot Book . at
pages - of the Public Records of Seminole County. Florida. CIL
50'
R/W) TRACT PRIVATE
ROADWAY FLOOD
HAZARD DATA: The Parcel shown hereon lies within Flood Zone "X" according
to the Flood Insurance Rate Map Community Panel Number F"
120289 0035E.Doted 04117195. City
of Sonford. Community Number 120294) General
Notes: 1.
This is a B0bNDARY Survey performed in the field on Proposed 2.
No aerial, st rface or subsurface utility installations, underground improvements or subsurface/
rpelrerperoachments, if any, were located. 3.
Building ties shown are to the exterior unfinished foundation surface or formboard. 4.
Elevations s iown hereon, if any, are assumed and were obtained from approved Constructior
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
B nchmark shown hereon. 5.
The parcel own hereon is subject to all easements, reservations, restrictions, and Rights-
of-w y of record whether depicted or not on this document. No search of the Public
Records has been made by this office. 6.
The legal description shown hereon is as furnished by client. 7.
Platted and measured distances and directions are the same unless otherwise noted. Denotes %"
iron rod with yellow plastic cap marked 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 Certiticadon:
Not valid without the signature and the original raised seal of
a Florida licensed Surveyor PollaheT
r
survey
meets the requite odda Minimum Technical Stan
sas contained it h tFlorida Administrative Colje. , Darae
L. Przemieniecki, P. S. M. Regist r d Surveyor and Mapper No. 6030 William
R. Herx, P.S.M. Registered Su yor and Mapper No. 6092 Herx &
Associates Inc., State of Florida LB 4937 Legend
Temporary
Benchmark O/S Offset assumed
datum) O.R.B. Official Records Book BOW
Back of sidewalk PB Plat Book C/
L Centerline PC Point of Curvature d
Central or (Delta) Angle PCC. Point of Compound Curvature CALC
Calculated P.C.P. Permanent Control Point CB
Chord Beating PG. P.
R.M. Page
Permanent
Reference Monument CDChordp/L Property Line C.M. Concrete Monument P.O.B. Point of BeginningEL. or ELEV Elevation P.O.C. Point of CommencementFINALEL. Elevation (Measured) P.I. Point of IntersectionFD. Fin.
Fl. Elev. Found
Finished
Floor Elevation PRC. Point of ReverseCurvature I.
P. Iron Pipe PT. Point of Tangency I.
R. Iron Rod R Radius L
Arc Length PAD Radial Line LB
Licensed Business RES. Residence LS.
Land Surveyor RIW Right -of -Way Mea
Measured TBM Temporary Benchmark N/
D(N&D) Nail and Disk TYP. Typical N.
R. Not Radial Fence symbol (see drawing) X—
X- Fence symbol (see drawing) Sketch
of Legal Description This
is not a Survey Drorn
by: CM Checked
by: DP Prepored
For: MORRISON Job
Number: 02-017-02 Scale :
1-- 30' Plot
plan-perrormed: 08-25-03 FoundationSurvey: Finol
Survey: Revisions .
Herx & Associates Inc.
L a n d S u r v e y i n g
769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808
Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping
CURVE DELTA ANGLE RADIUS
C 1 90°00'00" 25.00
C 2 14'45'01" 75.00
C 3 90°00'00" 50.00
C 4 90005'05" 50.00
LINE BEARING
L I N 61°25'00"E
L 2 S 00' 00 ' 17 "E
L 3 N 00'00'17"W
L 4 S 00°00'17"E
REFERENCED BEARING
O
M
z LL1
LOT 49
o Z
3.6:
LOT 51
L2
o LOT 50
N 'B" GRADING
6.774 SO. FT
1 b
LANAI
22.0
1971)
BROOKWOOD II
ELEV. A.B.0 6 D
SINGLE FAMILY RESIDENCE
FIN. FL. ELEV: 13.9
U,
o
w
70'D
40'W _
7
0
0
i . 5 20 0
c
N
P.C.P.
Map of Survey
ARC TANGENT
39.27' 25.00
19.31' 9.71
78.54' 50.00
78.61' 50.07
DISTANCE
27. 07'
61.00'
CHORD CHORD BEARING
35.36' N 45'00'17"W
19.25' N 07'22'48"W
70.71' S 45'00'17"E
70.76' N 45°02'50"W
3.96'
3.96'
P.C.P.
C/L
50' R/W) TRACT "F"
PRIVATE ROADWAY
O i`n
to
5
O o
O
01
W
to Ln PLANSCOREVIEIViLr)
z F $FOR
rn I i
w
13.0' I5.5 3.5 Max Coverage - 62
P. C. P. SETBACKS:
Front 25' Rear 20' DATA
Side 5 ' Corner 15'
SITE
MPERVIOUS SO. FT. 48%
Minimum Lot Width 50' OT SO. FT.
IMPERVIOUS AREA - 3.224 SO. FT.
Note: Bearings shown hereon are referenced to the CIL
r of as being N 00°00'17-W.
L 3 Vertical datum is based on NGVD Per EngineeringpconstructionplansbyNealHiIIerEngineering. Inc. o Job Number 2001.
un u'CITY OF SANFORD
N
LEGAL DESCRIPTION. Lot 50. " V E N E T I A N BA Y "
P. according to the plat thereof as recorded in Plat Book .
at pages - of the Public Records of Seminole County. Florida.
9 C/L
50' R/W) TRACT
PRIVATE ROADWAY
General Notes:
1. This is a BObNDARY Survey performed in the field on Proposed
2. No aerial, s rface or subsurface utility installations, underground improvements or
subsurface/ rolLerlc Dachments, if any, were located.
3. Building ties shown are to the exterior unfinished foundation surface or formboard.
4. Elevations s own hereon, it 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 B
on
nchmahrkshown hereon. 5.
The parcelwereon is subject to all easements, reservations, restrictions, and Rights-of-
w of record whetherdepicted or not on this document. No search of the Public Records
has been made by this office. 6. The
legal description shown hereon is as furnished by client. 7. Platted
and measured distances and directions are the same unless otherwise noted. Denotes %' iron
rod with yellow plastic cap marked LB4937 or LS3182, or X" iron
rod with, red plastic cap marked "Witness Corner, unless otherwise noted. O Denotes
P.C.P. (Permanent control point) to Denotes
Permanent Reference Monument Certification: Not
valid without the signature and the original raised seal of a
FloridaIlconsed Surveyor aap r This survey
meets the require s o/ the F orida Minimum Technical Stan s
as containedi h t 61G1 Florida Administrative Cose. William A.
Herx, P.L.S. Florida RegisterN Land Surveyor No, 3182 Darae L. Przemienieckl, P.S.M. Regisf r d Surveyor and Mapper No. 6030 William R.
Herx, P.S.M. Registered Su yorand Mapper No. 6092 Herx 8
Associates Inc., State of Florida LB 4937 FLOOD HAZARD
DATA: The Parcel shown hereon lies within Flood Zone X" according to
the Flood Insurance Rate Map Community Panel Number 120289 0035E.Dated 04717795. City of
Sonford Community Number 120294) Legend Temporary
Benchmark
O/S Offset assumed datum)
O.R.B. Official Records Book BOW Back
of sidewalk PB Plat Book C/L
Centerline PC Point of Curvature d Central
or (Delta) Angle PCC. Point of Compound Curvature' CALC Calculated
P.C.P. Permanent Control Point CB Choi
d Bearing PG. Page C Chord
o P,R. M. Permanent Reference Monument C.. M.
Concrete Monument P2 Property Line EL. or
ELEV Elevation P.0.B. Point of Beginning FINAL EL.
Elevation (Measured) P.O.C. Point of Commencement FD. Found
P.I. Pointof Intersection Elev. PRC.
Point of Reverse Curvature I.P.
1.P. IrnisPedFloorElevation Iron PipePTPoint of Tangency I.R.
Iron Rod R Radius L Arc
Length PAD Radial Line LB Licensed
Business RES, Residence LS. Land
SurveyorMea RW Rightot-
Way Measured TBM
Temporary Benchmark NID Nail
and Disk TYP. Typical N.R.
Not Radial Fence symbol (see drawing) X—X- Fence symbol (see drawing) Sketch of
Legal Descri.P ion This is
not a Survey Drown by:
CM Checked by:
DP Prepored For:
MORRISON Job Number:
02-017-02 Scale : 1--
30' Plot plon'
perrormed: 08-25-03 Foundation Survoy:
Final Survey: Revisions .
10-03-203 9:04AM FROM M
Periait #:
Job Address: <7.
Description of Work:
Historic District: Zoning:
CITY OFSANFORD r4wa APFU CATION
Value of Work:
Permit Type: Building Electrical Mochanical Plumbiag Fire Sprinklar/Alarm Pooluildi
Electrical: New SoMoa — # of AMPS Addition/Altetution Change of Service Temporary POIe
Mechanical. Residential Non -Residential Rcplacematt New (Duct Layout & Ea"y CaIQ Required)
Plumbing/ New Commercial; # of Fixtures # of Watcr & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of WsJc IOWLS — Plumbing Repair —Residential or Cottuncscral
Occupancy Type: Residential 7/ Commercial ladustnai Total Square Footage:
Cont;truction Type: # of Stories: # of Dwelling Units: Flood ?one: (FEMA form required for other tbaa X)
Parcel 0; __
Owpgrc NLm & Ad
C try eon N rrt &
Phone & Fat:;
don+ling Company:
Address: —.,,
Mortgage Leader: -
of Ownership & Legal Dacriptioa)
Sfate,LfIUPiL• Nula r: CiIV t- =r/^' {s-----
ct Perion:S /cIPC Paoae:s-
Address: --
Architoct/Uogiueer:
Address:
Phone:
Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. l certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet stan", ofall lawsregulating construction in tbiS 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: l certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws rarulatink
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT- MAY RESULT IN Y.'U0It 11t.YIN(iTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN
ATTORNEY SEFORB KbCOROING YOUR NOTICE OF COMMENCFMF..NT.
NOTICE: In addition to the mquiremenrs of this permit, there maybe additional restrictions applicable to this property that maybe 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 agcncios-
Acceptance ofpermit is verification that I will oot4 the owner of the properry of the requirements of Florida Lien Law, FS 713.
Signature of Owner/Agent Date Signature of Co cwr/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Flonda Date
OwncrlAgent is _ Personally Known to Me or
Produced I
APPLICATION APPROVED SY; Bldg:
Initial & Date)
SPccsal conditions:.„
Print Contractor/Agent's Name
ature of Notary-Suatc of Florida Date
yK George Stokes
My Commission DD024871
Contractor/Agent is ,rsonelly Known to Y";moires May 13 2005ProducedID
Zoning: Unilaics: Fp:
initial & Pate) (initial & Dato) (Initial & Date)
CITY OF SANF'ORD PERMIT APPi,3CtsTIO +
Job Address:
Descrifrtlon of Wer),, „/.4,
Historic District: Zoning: ' Value of N ork:
Permit Type: Building Elecarlical Plumbing — rtr€ Sp znldertAlwar,,, Ymk os{t -- Electrical:
New Service — # oft MPS AdditionlAileration Change of Sertrice Tempo;'&y Pole Mechanical,'
Residential ^' Non -Residential Replacement New (Duct layout A, lynergy C k_ Retiuired) Plumbing/
New Commercial: ;: of Fixtures of Water & Sewer Lines !'cif &s Lines Plumbing/
New Residential: u of Wter ,Closeis Plumbing Repair— Residential or Commercial Occupancy Type:
Residential t Commercial Industrial "Total Square Footage: Construction Type: #
of Stories: P of Dwelling Units: Flood Zone: (FEMA form rmuired f<rr o,t:I.1t.rtIt srt } Parcel #: Attach
Proof of Ownership p LegalDescription) Owners Name &
Address: Phone: Contractor
Name &
Address: TW.-ATR TMATMM& ATD !f"odW License Nu
Phone & Fax:
Bonding Company:
Address: Nlortgage
Lender:
address: y
Architect/
Engineer
Phone: Address:-. -_ Fax:
Application is
hereby made to obtain a pernut to do the work and installations as indicated. I certify that no work or installation has corrimcr ced prior t<, the issuance ofapermitandthatallworkwillbe ..r ror rr ed to rrteci 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 certiffy, that all of the foregoing information is accurate and that all work Frill be,done in compliance with all applieatd(: )P.w: rc,j,oJ .zing construction andzoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMME -CEMENT MAYRESULT r:SULT 17,11't. i I n ) i., TWICEFOR IMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINAN,CiNG, C qSUWITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDINGYOURNOTICEOFCOMMENCEMENT. j NOTICE: In addition
to the requirements of this permit, there may be additional restrictions plicable to s prop rtT that may be founfi//in the publicrecords of this county, andtheremaybeadditionalpermitsrequiredfromothergovernmentalentitiesuchaswatagentdistricts, sta aggficics, rn f('.drral agencies. Acceptance of permit
is verification that I Neill notify the owner of the property of th requiremen r Aon ' -Lien Law - 13. MAR,,I"O 2004 Signature of Owner/
Agent Date Print Owner/Agent'
s Name Signature of Notary -
State of Flonda Date Owner/Agent is _
Personalh nown to Me or Produced ID APPLICAI
ION APPROVED
BY: Bldg: Zoning: Initial & Date) ncla.
Conditions; Strocior/
Agent - Date
fcaT G. DELLORUS
SOPntContractor ..Agent'
s 1 4 Signature of NO_n'-
State of Flond- Date Con mac tor/Age-.::
SPersonaii, Known to Me or Producec:D Initial & Date)
LL _-S.
Initial & Date)
l D:
hrival & Datc
MIRINDA C.
TURNER MY
COMMI8$I0N # DD
212893 EXPIRES: June 14, 2007
Bonded Thru Notary Public
Underwriters
0q- to-?,3
Permit #
Job Address:
Description of Work:
Historic District:
CITY OF SANFORD PERMIT APPLICATION
Zoning: Value of Work: $
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS 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 # ofGas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial
Occupancy Type: Residential Z,Commercial Industrial Total Square Footage:
Construction Type: —( # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
2(Y3
Address:
Mortgage Lender:
Address:
Architect/Engineer: Phone:
Address: Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has 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 ofthe 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 require is of Florida Lien Law, FS 13. f
Signature of Owner/Agent Date Signature of co ct Agent ate
v—Q 11)
Print Owner/Agent's Name Print ontra tor/ nt' ame
Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date
V ay- '
AndreaK. Muse
Owner/Agent is _ Personally Known to Me or Contractor/Agent is Personally Know n•to o
007
My Cotl8r "lon DD25TM
Produced ID _Produced ID Expires November 16, 2 ,
APPLICATION APPROVED BY: Bldg:
Initial & Date)
Special Conditions:
Zoning:
Initial & Date)
Utilities: FD:
Initial & Date) (Initial & Date)
TRUSS INDEX SHEET
Per Rule 61 G15-31.003 of the Florida Board of Engineers
Customer: MORRISON
Job Identification: Z21857D
Address 1 VENETIAN BAY
Address 2 LOT 50
Jurisdiction: CITY OF SANFORD
General Building Design Information
Florida Building Code - 2001; Chapters 16 and 23
ANSVTPI 1
Design Loads
Roof: 37 PSF
r
Floor: —
Wind: 120 MPH ASCE 7-98
SMYTH LUMBER CO.
ROOF TRUSS DIVISION
2722 SOUTH APOPKA BLVD.
APOPKA, FL 32703
407-299-1522
FAx: 407-299-9153
Engineer of Record ROBERT MONTA OF 237 S WESTMONTE DR., STE 210, ALTAMONTE, FL PE#33709
Or Building Designer:
Alpine Engineered Products Design Software
Seal Date: 21-Aug-03
Truss Engineer: William M. Ranieri
FL Lic.# 42704
The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for
the truss component designs listed and included in this truss package. The attached component designs are valid only if depicted with a copy of
the Truss Engineer's ink -stamp seal.
Standard Detail Designs: Std. Gable, Struct. Gable, Corner Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42
Number of Drawings:
Truss ID:
H1
ER
CA
CJ3
CJ5
R-1
R-2
R-3
R-4
R-5
R-6
R7
R-8
R-10
R-11
R-12
R-14
R-15
R-16(2PLY)
R-17
R-18
R-19
R-20
R22
R-23
R-24
V1
V2
V3
V4
V5
V6
V7
33 Plus Standard Details
Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers
0, -11
IF
No. 41 704 : r
x
o'• STATE OF ; Q
4 0
ON
SAI.bs031Z2/85701Z21857L-
0'
TheTruss Engineers seal, when applied, confirms the placement ofthe truss framing as it
relates tothe truss designs specific for this structure. The truss framing is based upon the
review of plans, drawings and specifications provided by the building design professional.
The building design professional has final approval of the truss framing and/or truss
placement plan. The desi n of the temporary and permanent bracing, the diaphragm system, shear walls and structura elements to resist lateral loads from wind and/or seismic activity 1s
the responsibility of the building design professional. Additional approvat by the buildingWilliamM. Ranieri PE design professional shall include, but not be limitedto, design loading, lengths, profiles,
FL LIc. No. 42764 pitches and depths.
Co j
o(
VNPIE9
HOLO TRUSSES
6 ' W/ r. AiSED HEELS
DAl'LrNOG: e
I/2' ONN FRAl,E WALLS
MYTH -UMDEP GO.
FOOF TKU55 OIVI5AON
2722 `)OUTH 4F0PK4 PfLVD.
APOPI;A, FL. 32703
407) 2°Icl — 1522
FAX (407) 2qq — c1153
Engineering Gertificate
of Authorization # c1216
NOTFS
D rt F, Ire r65I LLA RESROIJ-Abil raWVTfVERFYIRVSSFl-A 4EA A. AfDTRUSSOt5DRAV'NG5 dGNT FEI-DMUEYaSAMOE51CCANTBJT. 1REFEREfJGE: SELIpJ (A2 ANSVTFl I-N'I51
A,,'MER I-E RNTI
w1roDATE
Z) TKIF>5E5 LUST NOT VE GUT OR ALTEP.EONIANY -Y V'H r—' AurHL[1- m,
BY -A Y TRIhS IOWANY.
3) TRI 5ES THAT Am OUT N ALTEREDAt1H0uTAUTryORIZATV,)'ILL DE RFPAPED
OR r.EfLALEO At G TOLER9 EXMJ
4) DA,=' REFS OF — KID nL NOT DE
TKDERLD FITMIT o5 R REIIEV AW
MTEN ION-IENT DY SM TH TRV55 —ANY.
OETA.1L-5:
I) REFER TO FD 91REr41RA&DATf FOR
AIM b. N511LLA'a', AID
TEWORPry DRAUKI
REFER TO ErriiT7 P DRAVIJGS FOR
fEfhWENT DRACNG REOXEO
TRIhSES 9J(LLDAii TrtU T5
LI[M3' VALLEY FRAMKI
AVST DE 601.II1ETE-Y PEG:EP
OF. RE 17.. 10 VALLEY Tr, -5
PETALS FOE' AL1EMATE
DRAGTK P.EaEB.ENTS
ALL VALLEYS TO DE LONVENTatALLY
FRALEP DINtPff
4) 11TEME LOADD ARfJ( VALLSVALLS ALL
rOF T."95 HAr.A bTO DE Sf.P` MJHJ52G
GV U IY-ANi-5AU iIDU LILE59 IJ01EI
OTFEl ,E. SIMPSON
I USP KANT-SAG n -
HUS26 OR TH026 U -
HHUS26-2 OR TH025-2 HHUS28-
2 OR THD28-2 Or -
HHUS48 OR THD48 HGUS26-
2 OR THDH26-2 U -
HGUS28-2 OR THOH28-2 r-
HGUS28-3 OR THOH28-3 SUUR210
OR SKH21OLIR J-
HGUS48 OR THDH48 Cg -
THA422 OR MSM1422 rtl-
THAC422 OR MSH42211' 04-
HUC410 OR H04101F D.
THJA28 OR HJC26 TO)
A
is
LZ1L97/U LZiOn/U - K-1) ::* II113 UNU ['ttrFAN LU rMUM DUI"IFUIrM INrUIt (LUAU3 UIMir INJIUIVJ) JUGI-]II IrU GT IKUJJ I"IrM. TOP CHORD
2x4 SP #2 120 MPH WIND, 14.31 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD
2x4 SP #2 WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4
SP #3 BCDL=5.0 PSF. ROOF OVERHANG
SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.21" DUE TO LIVE LOAD AND 0.17" DUE TO DEAD
LOAD. DEFLECTION MEETS
L/360 LIVE AND L/240 TOTAL LOAD. 5X6-- 9-
4-
0 UAlf UAU— ,•
3X8(B5R) =
2X4III 3X6(Al) 1-4-
0 1-4-0 r rr
20-0-
0 20-0-0 11-6-
0 28-6-0 40-0-
0 Over 2 Supports R=1561
U=480 W=8" R=1561 U=480 W=8" PLT TYP.
Wave TPI-95 R Des g n Criteria: TPI STD FL BLDG CODE OTY:8 FL 1 R - Scale=.1875" Ft. WARNING— TRUSSES
REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER
TOHIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHEDBY TPI (TRUSS PLATE1NSTITU TE, 583D'ONOFP.10 DR.. SUITE 200, HADISO N, W1 53719). FOR SAFETY PRACTICES PRIOR TO rE THESE
FUNCTIONS. IJIVLESS OTHERWISE INDICATED, TOF CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS.
BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH
A COPY OF THIE• DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED P ROOUCTS,
INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO R- t
IFCRFORMINGT FNo.
42704 TC T
C
BC L
L
D L
DL 20.
0
7.0
10.0
PSF P
S
F PSF REF
R352--
81211 S MYTH
LUMBER CO. ROOFTRussDivEsloN DATE
02111103
DRW SLTUSR352
03042295 S L
T- E N G W M R 2722 SOUTHL327PKA
BLVD. AF'OF'
K.4, FL 32703 407-299-
1 522 FAX: 407-
299-91 53 BU BRACTNGHOFTTRUCEEJINCOTHOISMDESIGHANCE
IC0IIFORIISTHTPI; OWITHAAPPLICABLE PRODVISIONSSOFPNOSG(NATIONALING ANDDESIGN SPECIFICATION PUBLISHED BY
THE AMER'CAN FOREST AND IA ER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE
OF 20CA ASTM A653 GRAD GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF
TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 5TATE OF ti
A • tV
Rl s.,T
B C TOT.
L L
L
D . 0.
37.0
0
P S
F P S F
S E O N 13306 D U R
F A C . 1.25 FROM SF PROFESSIONAL ENGINEERING CERTIFICATEOFAUTHORrLATION #
92 18 DRAWINGS 160 A-
Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR
THE TRUSS COM POHE NT DESIf,N SHOWN. TH.E SUITABILITY AND USE OF THIS COMPONENT FOR ANY
PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-
1995 SECTION 2. NA' Feb 11 '
03
SPACING 24.0"
LLlUO/U LL1OJ/IJ - K-Lf v„u .11- 1— 1-11. .'.rui Cwnua a -- —' — -- ..- .
TOP CHORD 2x4 SP #2 120 MPH WIND, 14.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
BOT CHORD 2x4 SP #2 WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
WEBS 2x4 SP #3 BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.21" DUE TO LIVE LOAD AND 0.17" DUE
TO DEAD LOAD.
DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC.
2 X 4 III
5X6= 5X6=
9-4-0
3X8(B5R)
1-4-0
r
2X4 III 3X6(A1)
1-4-0
2-0-0
I_ 19-0-0 _I_ _I_ 19-0-0 ,I11-6-0 28-6-0
40-0-0 Over 2 Supports
R=1561 U=481 W=8" R=1561 U=481 W=8"
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:2 FL 1 R Scale 1875" Ft.
WIARNINf'! TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND T C L L 20.0 P S F R E F R 3 5 2-- 8 1 2 1 2BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TP[ (TRUSS PLATE
INSTITUTE. 583 D'ON0 FR IO DR.. SUITE 200. MAD N, NI 53719). FOR SAFETY PR 'AD PRIORIOR TO
fERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
tIF ••.
P T C D L 7.0 P S F DATE 0 2/ 1 1/ 0 3
S MYTH LUMBER CO.
DRW SLTUSR352 03042297ROOFTRUSSDIYISIONIMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUC7S. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
2l'No. 3333 j i1o.42704 2 BC DL 10.0 PSF
SLT-ENG WMR2722SOUTHAPOPKABLVD.
APOPKA,FL. 32703
BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
BP.ACING OF TRUSSES. THIS DESIGN CONFOP.IAS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN s STATE OF BC LL 0.0 PSF
407-299-1 522
FAX: 407-299 J1 53
SPECIFICATION PUBLISHED BY THE AFTER IChN FOREST AND FAfER ASSOCIATION) AND TPI. ALPINECONNECTORSAREMADEOF20GAASTMA653GR40GALY. STEEL, EXCEPT AS NOTED. AFPIY COMNEC TORS TO
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
t-
O Rl
ONAtE
TOT. L D. 37.0 P S F S E O N 27039
D U R F A C 1.25 FROM SFDRAWINGS160A-Z. THE SEAL ON THIS DRAWINJ INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRSSCOMPONEIIDESIGNSHOWN. THE SUITABILITY AND USE OF THIS
SPA' ING 24.0" CERTIFICATE OFAUTHORrLATION#9218 COMPONENT FOR ANY PARTICULAR BUDDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Feb 11 '03
ANSI/TPI 1-1995 SECTION 2
LeI255/U - LCIt55/U - K- 9) • i nio urvu rn rnn u rnuri urirui n iivrur L uruo Y uiiiuv_ivir] ouoruii u ui inua., inn.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED
ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
120 MPH WIND, 13.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
CALCULATED HORIZONTAL DEFLECTION IS 0.22" DUE TO LIVE LOAD AND 0.18" DUE
TO DEAD LOAD.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
5X8= 5X6=
3X6%
2.5X4
6 r (A)
5X6% )
6
5 X 6
8X12=
5X6=
2.5X42-
8-0 2.
95 2.5X4 III 2X4
Ill +9-
4-0 2X4Ill
7X8= 2X4 Ill 2X4III3X10 (
F1) - 2X4 Ili 3X6 (A1) 1-
4-0 1-4-0 I_
11-
6-0 17-
0-0 _I_ 6-0-0_- --1— 28-
6-0 17-
0-0 _J 0-
0-0 Over 2 Support R=
1561 U=483 W=8" R=1561 U=483 W=8" PLT
TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:2 FL 1 R - Scale=.1875" Ft. WARNING—
TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND • R/_ T C L L 20.0 P S F R E F R 3 5 2-- 8 1 2 1 3 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 'T(y/ INSTITUTE,
583 D'ONOFRIO DR., SU [TIE 200, MAD N. WI 63719), FOR SAFETY PRACTICES PRIOR TO tIF C••'•• PERFORMING
THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED.t
G
Ip T C D L_ 7. 0 P S F D A T F 0 2/ 1 1/ 0 3 S
MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. j N, 42704 p ROOF
TRUSS IYISION "`IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED pI BC DL 10.0 PSF DRW SLTU$R352 03042297 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 STATE OF B C L L 0.0 P S F S L T - F N G / W M RAPOPKA,
FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN S
FECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND FAFER ASSOCIATION) AND TPI. ALPINE .S Ofi1CPr 407-2997522 10T.LD. 37.0 PSF SEQN - 27041 CONNECTORSAREMADEOF20C,AASTM A653 C,R40GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO [1'.,.. FAX: 407-299.91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER "'D• A1.' PROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ry 4 D U R P A C. 1.25 FROM S F _ P.
E SFONS IBIL ITY SOLELY FOR THE TRUSS C011PONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE
OF AUTVIORRATION#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Fob 11 '03 SPACING 24.0" ANSI/TPI 1-1995 SECTION -
4elOn/U - K-4 I1-11S UW6 PRLPARLU hRUM UUMPUILR INPUT (LOADS & DIMENSIONS) SUBMIIILU BY -IRUSS MFR,
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2 :B3 2x4 SP #1 Dense:
WEBS 2x4 SP #3
CALCULATED HORIZONTAL DEFLECTION IS 0.22" DUE TO LIVE LOAD AND 0.18" DUE
TO DEAD LOAD.
DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD.
120 MPH WIND, 13.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
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.
5X8= 2X4111 5X6=
3X6%
5X6% 5X6o
6 r— (A) (
A) —6
7X10=
3X6= 3X6(A1)
J
5X6= 2-8-0
2.95 63
2X4III
9-4-0
5X6=
3X8(B5R)
2X4111 3X12=
L 14-2-0 OPTIONAL INTERIOR BEARING
1-4-0 1-4-0
ti ry
15-0-0 ,I_ 10-0-0 _1_ 15-0-0 I
11-6-0 T 28-6-0
40-0-0 Over 2 or 3 Supports
R=1561 U=486 W=8"
R=2272 U=614 W=4" R=1561 U=485 W=8"
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD a QTY:2 FL 1 R - Scale=.1875" Ft.
WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
BRACING. REFER TO-HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE, 683 D'ONOFP.IO DR., SUITE 200. MAD[SON, WI 53119), FOR SAFETY PRACTICES PRIOR TO
F ERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED
M Ai1'A7/yQ'FI(,'w T
T C
T C
L L
D L
2 0.
7.0
0- P
P
S F
S F
R E F R 3 5 2-- 8 1 2 1 4
DATE 0 2 1 1 0 3SMYTHLUMBERCO. TRUC TURAL PANELS, BOTTOM CHORD SHALL HAVE A PROF ERLY ATTACHED RIG10 CEILING. fG F S
DRW SLTUSR352 0.304227% ROOFTRUSSDIVISION IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENC,INEERED ND•42]Q4 BC DL 10.0 PSF
2722 SOLfTH APOPKA BLYD.
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FR 011 THIS DESIGN; ANY FAILURE TO._
7jf„
S L T- E N G W M RAPOPKA, FL 32703
BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS DESIGN STATE OF B C L L O. D P S F
407-299-1 522
NATIONAL
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE J•.
P:• L C•._ CONNECTORS ARE MADE Of 20C,A ATMA663 ' 0 CAL,. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO a R,Q a/
Q••••••.y.
TOT. L D . 37.0 P S F S E O N - 4 0 5 02FAX: 407-299-9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OFSIGN, POSITION CONNECTORS PER Q •••'
A` D U R F A C 1.25 FROM R HPROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS ORAWINIi INDICATES ACCEPTANCE OF PRDEESSIONAL ENGINEERING
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONEMT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
CERTIFICATE OF AUTHORIZATION #9218 ANSIONENT1FOR ANSECTIOICULAR BUlDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER F e b 11 J SPACING 24. 0" J R E F - 1 S 0 7 3 5 2_Z0 9
LL10J/U - LL10J/U - K-J
TOP CHORD 2x4 SP #2 :T1 2x4 SP #1 Dense:
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
3X10 (F1)
1-4-0
y
IM13 UNU FKtPAKLU I-KUPI 1,UMFUItK INNUI" (LUAU) /, U1MtIN31UN3) 3UbMIIILU by IKUJJ MILK.
t
120 MPH WIND, 12.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
CALCULATED HORIZONTAL DEFLECTION IS 0.24" DUE TO LIVE LOAD AND 0.20" DUE
TO DEAD LOAD.
5X8=
2X4111 2.5X4=
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
2X4111 5X8=
5X6
5X6
6 r 6
T1 2.5X4=
2.95
5X12= 2-8-0
1
J
2X4111
9-4-0
tivi n= C,vR= 2Xd III
2 X 4 III 3X6(A1)
1-4-0
13-0-0 14-0-0 13-0-0
11-6-0 28-6-0
40-0-0 Over 2 Supports
R=1561 U=488 W=8" R=1561 U=488 W=8"
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL - 1 R - Scale=.1875" Ft.
WARNING`" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TP] (TRUSS PLATE
INSTITUTE. 683 O'0NOFRIO BR.. SUITE 200. MAGI SON. WI 53719). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAYE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ND (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY THE AM ERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE'.
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 f,ALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER
R,qyQZIF1(', ••• /
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STATE OF •
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R E F R 3 5 2-- 8 1 2 1 5
S MYTH LUMBER CO.
ROOFTRuSSDIYISIoN
2722 SOUTH APOPKA BLVD.
APOPKA. FL 32703
407-299.1 522
FAX: 407.299-91 53
DATE 02111103
DRW SLTUSR352 0.3042298
SLT-ENG WMR
S E O N 26905
D U R F A C . 1.25 FROM SFPROFESSIONALENGINEERING
CERTIFICATE OF AUTHORFlATION #9218
DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDCATES ACCEPTANCE OF PROFESSIONAL ENGINEERITHNG
RESPONSIBILITY SOLELY FOR THE TRUSS COI
MPONENT
DESGN SHOWN. THE SUITABILITY AND USE OF IS - COMPONENT
FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/
TPI 1-1995 SECTION 2_ Feb 11 'u3 SPACING 24.0"
LC10!)IU - LL1255/U - K-b) I n1J unu rnCrnnCu FlVI'I -VI-IruI— tivr Ul 1LVAU: n U11'IC11J1-11 I--i Iry u1 In111 111 n.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3 :W9 2x4 SP #2:
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED
ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
CALCULATED VERTICAL DEFLECTION IS 0.59" DUE TO LIVE LOAD AND 0.49" DUE
TO DEAD LOAD AT X = 19-9-0.
3X10(F1)
1-4-0
ry
120 MPH WIND, 12.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
CALCULATED HORIZONTAL DEFLECTION IS 0.29" DUE TO LIVE LOAD AND 0.24" DUE
TO DEAD LOAD.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
1OX10 (R) III 3X8- 5X6= 6X6= 5X6=
2.5X4 % 2.5X4
6 r W9 6
A)
2X4III 7X10
5X10 = 2-8-0
2.95
9-4-0
2X4111 vnm Yin= cv 2XdIl1
3X6(Al) _
1-4-0
r
IE 11-0-0 _l 18-0-0 _-1— 11-0-0 _I11-6-0 1 28-6-0
40-0-0 Over 2 Supports J
R=1561 U=490 W=8" R=1561 U=490 W=8"
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 - - R - Scale=.1875" Ft.
WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND
BRACING. REFER TO HI8-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BV TFI (TRUSS PLATE
INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719). FOR SAFETY FR ACTILES PRIOR TO
TOP CHORD SHALL HAVE PROPERLY
M R,
IFI (` • /
T
T C
TC
L L
DL
20.0
7.0
P S F
PSF
R E F R 3 52-- 8 1 2 1 6
DATE 02/11/03
SMYTH LUMBER CO.
P ERFORMINC THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. ATTACHED
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. y1 lG
DRW $LTU$R352 0304229'3IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F No•42704 •+ BC DL 10.D PSFROOFTRl15SDIVISIONPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
S L T - E N G WM R2722SOUTHAPOPKABLvD. BUILD THE TRUSSES IN CO NFOR.MANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING ANO 1 jSTATEOF B C L L 0.0 P S FAPOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY THE AM ERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
tQ LY
S E 0 N - 27059407-299-1 522 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. SiEEL. EXCEPT AS NOTED. AFFLY CONNECTORS TO R O•.•• a/ T 0 T L D 37.0 P S FFAx: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
D U R F A C . 1.25 FROM S FPROFESSIONALENGINEERINGDRAWING" 160 A-Z. THE SEAL ON THIS DRAWING INOICA7E` ACCEPTANCE OF PROFESSIONAL ENGINEERING
CERTIFICATE OF AUTHORGEATION #9216 RESPONSIBILf TY SOLELY FOR THE TRUSS COM FO NE III DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
COMPONENT FOR ANY PARTICULAR BU IL`D ING IS THE P. ES PONS IB ILITY OF THE BUILDING DESIGNER. FER
ANSIJTPI 1-1995 SECTION 2.
Feb 11 (Ji SPACING 24.0"
LL10J/D - LL1OJ/I/ - K/) • IHl1) UWU F'KENAKED FKUM LUMPUIER INFU9 (LOAUS_.K UIMENSIM) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 :T2, T3 2x4 SP #1 Dense:
BOT CHORD 2x4 SP #2 :B2 2x6 SP #1 Dense:
WEBS 2x4 SP #3 :W11 2x4 SP #2:
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
3X10 (F1)
1-4-0
ry
120 MPH WIND, 11.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 6.50 FT FROM ROOF EDGE, CAT I1, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
CALCULATED HORIZONTAL DEFLECTION IS 0.39" DUE TO LIVE LOAD AND 0.32" DUE
TO DEAD LOAD.
CALCULATED VERTICAL DEFLECTION IS 0.95" DUE TO LIVE LOAD AND 0.78" DUE
TO DEAD LOAD AT X = 19-9-0.
5X10= 3X4= 2.5X4= 5X6= 3X10= 5X10=
LAY III NLbl i J A U =
3X6(A1)
1-4-0
9-0-0 22-0-0 9-0-0
11-6-0 14-7-12 13-10-4
40-0-0 Over 2 Supports
R=1561 U=493 W=8" R=1561 U=493 W=8"
9-4-0
PLT TYP. Hi h Stren th Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:l FL 1 R - Scale=.1875" Ft.
WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 D'O NOFRIO DR.. SUITE 200. HAD N, NI 53119), FOR SAFETY FRACTICES PRIOR TO
PERFQRINING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS, BOTTOM CHORD SHALL HA 4E 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 DESIGII; ANY FAILURE TO
A7y_ F(,`i• , vie
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S MYTH LUMBER CO.
ROOF TRU55DIVISION
DATE 0 2 / 1 1 / 0 3
DRW SLTUSR.352 03042300
2722 SOUTH APOPKA I3LVD.
APOPKA, FL 32703
407-299-1 522
FAX: 407-299-91 53
BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIFPINL:. INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPEC IFICATION PUBLISHED BY THE AMER.ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF 20GA AST A653 GR40 CAL V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS. AND IJNILESS OTHERWISE LOCATED ON THIS BESIGN, POSITION CONNECTORS PER
eS• STATE OF
7J • V•S•;C
BC
TOT.LD.
L L 0.0
37.0
P
PSF
S F S L T - E N G / WM R
SEON 27035
D U R F A C . 1.25 FROM SFPROFESSIONALENGINEERING
CERTIFICATE OF AUTHORI7ATION #9218
DRAWINGS 160 A-Z- THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPONSIBILITY SOLELY FOR THE TRUSS COMFONE NT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER
ANSI/TPI 1-1995 SECTION 2.
V MM 44
Feb 11 '03 SPACING 24.0"
LK1001U - LC10n/U - K-0
TOP CHORD 2x4 SP #2 :T2, T3 2x6 SP #2:
BOT CHORD 2x6 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.
H3ifW 5X4=
InIJ UY rt —LV F nVI-1 -fir UIL IIYr U1 LLVHUJ C U11-ILIN JIVIN 0) JUOI'I11 , — - .
120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
8X8= 5X4= 6X6=
6 T2 (A) T:3 (A) 6
9-4-0
2.5X4 III 7X6= 5X4= 5X4 (R) III 7X6— 2.5X4 III
4X6(Al) = 4X6(Al)
2-4-0 22-4-0 _1 1 4-0
I_ 7-0-0 I_ 26-0-0 _I_ 7-0-0 _1
40-0-0 Over 3 Supports J
R=1365 U=414 W=8" R=3898 U=1098 W=8" R=904 U-284 W=8"
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:l FL 1 R - Scale=.1875" Ft.
WARNING— TRUSSES R.EOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND R T C L L 20. 0 P S F R E F R 3 5 2-- 8 1 2 1 8BRACING. REFER. TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE •/
INSTITUTE. 563 D'ONOfR10 DR SURE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO 'FI C.'f
S MYTH LUMBER CO. STRUCPERFOTURAL CANELSFUBOTTOMSCHOROE°HAOLHHAVESA PR.OPERLYDATTACHEDORIGIDACEI lN
PROPERLY ATTACHED T C D L 7. D P S F D A T E 02111103
IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTP. AC TOR. ALPINE ENGINEERED i N0. 42704 3
g$
ROOF TRUSS DIVISION PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOP, ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BC DL 10.0 PSF DRW SLTUSk352 030423 1J.
2722 SOUTH.APOPKA ELVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND 7l
i ; B C L L 0 . 0 P S F S L T - E N G / b1M RAPOPKA,FL 32703 BRACING, OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF
407-299-1 522 SPECIFICATION PUBLISHED BY THE AHERICAN FOREST AHD PAPER ASSOCIATION) AND TP1. ALPINE .6:` P e ICONNECTORSAREMADEOF20GAASTMA653GR40GALV. STEEL. EXCEPT AS t70TED. APPLY CONNECTOR$ TO IAA C OR%. .'•w TOT . L D . 37. 0 P S F S E O N - 26938FAX: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER `p••,
tDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INOICAT ES ACCEPTANCE OF PROFESSIONAL ENGINEERING vs'O ,Y•••
pPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONEITDESICNSHOWN. THE SUITABILITY AND USE OF THIS DUR FAC 1 . 25 FROM SF
CERTIFICATE 0FAUT7HORQATION#921E3 COMPONENT FOR ANY PARTICULAR BUAD1PIG IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 11 'OJ SPA'C ING S EE ABOVEANSI/TPI 1-1995 SECTION 2.
Z21857D - R-10) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS .& DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 :T3 2x6 SP #2: 120 MPH WIND, 12.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
BOT CHORD 2x4 SP #2 :B3 2x4 SP #1 Dense: WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
WEBS 2x4 SP #3. BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
5X6 (R) III
2X4III 2X4III 6X8=
5X6 % T3
5X6
6 r— 1 6
6X10=
2 8- 0
9-4-0
Iyf; FY1n= 2YAIII B3 9YAIII
3X6 (AT) = 2X4 III 3X6 (Al)
1-4-0
26-0-6 ,I 1-4-0Ety
13-0-0 1 14-0-0 13-0-0
12-7-0 6-10-0 20-7-0
40-0-0 Over 3 Supports
R=1107 U=378 W=8" R=1308 U=336 W=3.5" R=707 U=283 W=8"
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL - 1 R - Scale=.1875" Ft.
WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND M M qq T C L L 2 0.0 P S F R E F R 3 5 2-- 8 1 2 1 9BRACING. REFER TO H16-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 D'O NOFRIO DR., SUITE 200, MAD SO N. WI 53119), FOR SAFETY PRACTICES PRIOR TO 'F•w• PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED * '( "T.'.S T C D L 7.0 P S F DATE 0 2/ 1 1/ 0 3SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. G
ROOF TRUSS IVISION **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED NO.42704 BC DL 10.0 PSF DRW SLTUSR352 03042275PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY, FAILURE TO
71f2722SOUTHAPOPKAElLVD. BUILD THE TRUSSES IN CONFORMANCE NI TH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND
APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN QS STATE OAF :'Q BC LL 0.0 PSF SLT-ENG /WMR
407-299.1 522 SPEC FI ATCOLPINE
NN ECT ORSI ARE PMADMADEOFSHED 20GATA$7MMA653 AGR 4ORGAL VEST ANDSTEELPAPEREXCEFTIASINOTNOTED. ON
AND TA PFL YACONNECTORS TO yv S Q R,O `•'j T 0 T . L D . 37.0 P S F S E U N - 40459 FAX: 407-299-9 1 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER j~/•••••••'•• PROFESSIONAL
ENGINEERING DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING D U R F A C 1.25 FROM S F RESFONSIBILITYSOLELYFORTHETRUSSCOHFONEITDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE
OFAUTHORRATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESFO NSIB ILITY OF THE BUILDING OF, IGNER. FER Feb 11 DJ ANSI/TPI 1-1995 SECTION 2 SPACING 24.0" JREF - 1507352 Z09
kLC10J/U - R-11 I Ii 13 UWU YMLYAMLU I -MUM I. VI"IYUI CM IIN I-UI (LUAUS h U1 F1LIVJI UIV3) 3UM1"I11ILU GI IItUJJ I"Irm-
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2 :B2 2x6 SP SS:
B3 2x4 SP SS Dense:
WEBS 2x4 SP #3 :W4 2x4 SP #2:
A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED
ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
120 MPH WIND, 12.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
5X6= 2.5X4= 5X6= 3X8= 5X6=
2.5X4 % 2.5X4
wa
G r-
6X10=
6
B2 (A)
2-8-06X10=
9-4-0
3X4= 2X4 III 2X4 III 2X4 III B3 5v, 2X4111
3X6=
3X6 (A I) = 2X4 III 3X6 (Al)
1-4-0 ,I 1-4-025-9-12
11-0-0 _1_ 18 0-0 _i_ 11-0-0 I
19-5-0 1 20-7-0
40-0-0 Over 3 Supports
R=796 U=292 W=8" R=2147 U=593 W=3.5" R=179 U=180 W=8"
PLI IYP. Wave I11I-95 R Design Criteria: TPI STD FL BLDG CODE QTY:1 FL - 1 R - Scale=.1875" Ft.
WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND M M T C L L 20.0 P S F R E F R 3 5 2-- 8 1 2 2 0BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MA SO N, WI 53719). FOR SAFETY PRACTICES PRIORIOR TOZIFIC,;q
R
MYTH LUMBER CO. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED
IT PANELS, BOTTOM CHORD $HALL HAVE A PROPERLY ATTACHED RIGID CEILING. gggil!f N :
TIC D L 7 Q P S F DATE D 2/ 1 1/ D 3
DRW SLTUSR352 030422YoROOFTRUSSDIVISIONPRODUCTS. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i No.42704 : BC DL 10.0 PSF
2722 SOUTH APOPKA 6LVD.
INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
S L T- E N G W M RFL
BUILD THE TRUSSES IN CONFORMANCE WITH TF I; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN COIJFOFMS WITH APPLICABLE PROVISIONS OF NOS 1Q,s STATE B C L L Q. Q P S FAPOPIv., 32703
407-299-1 522
NATIONAL DESIGN
SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER. ASSOCIATION) AND TPI. ALPINE
OF %Q
S
CONNECTORS ARE MADE OF 20GA ASTM AG53 GII GAL Y. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO R,OPf(VV T O T L D . 3 7 0 PSFcF S E Q N - 40461FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS FER
N D U R F A C 1 5 FROM J FPROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THLS DRAWING INDICATES ACCEFiA NCE OF PROFESSIONAL ENGINEERING a,`
R ESPONS 191L I TY SOLELY FOR THE TRUSS COMPONENIT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 2
CERTIFICATE OF AUTHORIZATION #9218 ANSIONENT1FOOR ANSECTIOICULAR BJI@DING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER F e b 11 S P A C I N G 2 4. 0" J R E F - 1 S 0 7 3 5 2_Z 0 9
ZL10:)/U - K-1CJ
TOP CHORD 2x4 SP #2 :T2, T.3 2x6 SP #2:
BOT CHORD 2x4 SP #2 :B2 2x6 SP SS:
B3 2x4 SP #1 Dense:
WEBS 2x4 SP #3 :W4 2x4 SP #2:
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
2.5X4%
3X6 (Al)
6X6=
7X6=
120 MPH WIND, 11.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD
2X4 III
3X4=
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1-4-0 25-9-12 'I 1y
I 9-0-0 I 22-0-0 I 9-0-0 I
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R=924 U=324 W=8" R=1807 U=502 W=3.5" R=391 U=185 W=8"
9-4-0
PLT TYP. Wave TPI-95 R Desi gn Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 - - R - Scale=.1875" Ft.
WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M R, T C L L 20.0 P S F R E F R 3 5 2-- 8 1 2 2 1
INSTITUTE. Sg3 D'ONOFRIO DR., SUITE 200. MADISON, NI 53119), FOR SAFETY PRACTICES PRIOR TO
F ERE RMING THESE FUNCTIONS. UNLESS OTHERWISE IND ICATEO, TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS, 'I NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE i0
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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 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ND`• (NATIONAL BESIGN
SPECIFICATION PUBLISHED BY THE AM EP.I CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
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TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2 :B2 2x4 SP #1 Dense:
WEBS 2x4 SP #3 :W7 2x8 SP #1 Dense:
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
120 MPH WIND, 13.:36 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 L1240 TOTAL LOAD.
5X4=
9-4-0
2X4(A1)
L1-4-y 0-7-0 1 -5-0j
fE 16-2-0 _1_ 5-1-0 I
12-7-0 8-8-0
21-3-0 Over 2 Supports
R=879 U=326 W=8" R=860 U=363 W=4
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE QTY:5 FL 1 R - Scale=.3125" Ft.
WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND /QA _ T C L L 20.0 P S F R E F R 3 5 2-- 8 1 2 2 2BRACING. REFER 70 HIB-91 (HANDLINf, INSTALLING AND BRACING), PUBLISHED RY TfI (TRUSS PLATE
INSTITUTE. 583 D'ONOFR IO DR.. SUITE 200, MADISON, Wf 53719), FOR SAFETY FR ACTICES PRIOR TO (pL F C ' PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 3 f`4'- .;F T C D L 7.0 P S F DATE 02111103SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 7777 r NO. /iQ%/; ROOF TRUSS DIVISION 1 1 1p BC DL 10.0 PSF DRW SLTUSR352 03042270PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DES ANY FAILURE TO 7 7f l 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 NOS (NATIONAL DESIGN ' STATE OF . BC LL 0.0 PSF SLT-ENG /WMR
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE •', 407-299-7 522 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL. EXCEfT AS NOTED. APPLY CONNECTORS TO O pp (;0 T 0 T . L D . 37.0 P S F S E Q N - 23872Fax: 407.299 9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER y •"ee
PROFESSIONAL ENGINEERING DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING •O ND U R . F A C . 1.25 - FROM S L C RESPONSIBILITYSOLELYFORTHETRUSSCOMFONEMTOESICNSHOWN. THE SIJ I TABILITY AND USE OF THIS CERTIFICATE
OF AUTHORIZATION #92113 COMPONENT FOR ANY PARTICULAR BLIItDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER F Q b 11 'D 3 ANSI/TPI I-1995 SECTION 2. S P At I N G 24. 0" J R E F - 1 S 0 7 3 5 2 Z 0 9
LC10J/U - K-15)
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
B2 2x4 SP #1 Dense:
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
IMIJ UWU YKtKAKLU I-KUM I.UMNUItK 1NFU5 (LUAU) .6 U1P1t NJ1UN-,) JUbM111tU BY IKUJ) Mh K.
120 MPH WIND, 11.56 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.
4X8= 2X4111 3X8= 2X4=
T
2-2-3
11-0 - 0
9-4-0
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f 12-7-0 8-8-0
21-3-0 Over 2 Supports
R=854 U=291 W=8" R=800 U=264 W=4"
e
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a 0TY:1 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 BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 O'O NOFRIO DR., SU IiE 200. MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE 1ND I'CATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A653 ' 40 GALV. STEEL, EXCEPT AS NOTED. AFFLY CONNECTORS TO
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ROOF TRUSSDIYISION
2722 SOUTH APOPKA BLvD.
APOPKA, FL 32703
407-299-1 522
FAX: 407-299-91 53
DATE 0 2/ 1 1/ 0 3
DRW SLTUSk352 03042279
S L T - E N G / WM R
S E O N 26972
D U R F A C . 1 .2 5 FROM A FPROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS VN d` 4t,N
CERTIFICATE OF AUTHOR17ATION #9218 COMPO ICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER
ANSI/TPIT1FOR ANY PART N 2._ F P b 1 1 SPACING 24. 0" J R E F 1 S 0 7 3 5 27 0 9
ILL' 10DIU - K-10(LI'L1
TOP CHORD 2x4 SP #2 :T2 2x6 SP #2:
BOT CHORD 2x6 SP #2 :B2 2x4 SP #2:
WEBS 2x4 SP #3 :W5 2x4 SP #2:
SPECIAL LOADS
LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25)
TC From 54 PLF at 1.46 to 54 PLF at 7.00
TC From 113 PLF at 7.00 to 113 PLF at 12.58
TC From 54 PLF at 12.58 to 54 PLF at 20.67
BC From 4 PLF at 1.46 to 4 PLF at 0.00
BC Front 20 PLF at 0.00 to 20 PLF at 7.00
BC From 44 PLF at 7.00 to 44 PLF at 12.58
BC From 20 PLF at 12.58 to 20 PLF at 20.67
BC 446 LB Conc. Load at 7.00
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
2 Complete Trusses Required
NAILING SCHEDULE: (0.131x3.O_g_nai1s)
TOP CHORD: 1 ROW @ 12" O.C.
BOT CHORD: 1 ROW @ 12" o.c.
WEBS : 1 ROW @ 4" o.c.
USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS
IN EACH ROW TO AVOID SPLITTING.
LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED***
120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
6X8= T2 3X4=
2X4 (Al) =
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3X6= 2X4111
T
1-2-3
12L-0-O
as ' 1
7-0-0 _1_ 13-8-0 J
12-7-0 r 8-1-0
20-8-0 Over 2 Supports '1
R=1407 U=603 W=8" R=1112 U=615 W=4"
PLT TYP. High Stren th Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE I OTY:1 FL - 1 - R - Scale=.3125" Ft.
WARNING`* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INAND M RQ TC L L 20.0 P S F R E F R 3 5 2-- 8 1 2 2 4 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE.
583 D'ONOFRIO DR., SUITE 200. MAOISON, HI 53719). FOR SAFETY PRACTICES PRIOR TO p'>;iPIC,Qr TC D L 7.0 P S F DATE 0 2 / 1 1 / 0 3 PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ` J -7 [• SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. : : ROOFTRUSSDIVISION *"
IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t N0.42704 ., BC DL 10.0 PSF DR4J SLTUSR352 0.3042280 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 S t B C L L O . O P S F S L T - E N G / WM R APOPKA,
FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WI1H APPI [CAB LEPROVISIONS OF ND,.(NATIONAL DESIGN STATE OF %L
407-299.1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND FAPEA ASSOCIATION) AND TPI. ALPINE •' Q
R1Qp'r• TOT . L D . 37. 0 P S F S E O N - 26974 CONNECTORSAREMADEOF2OC;A ASTM A653 GR40 GAL V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO • w FAx: 407-299-9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER••1•'••.... •t PROFESSIONAL
ENGINEERING DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL. ENGINEERING `s Dly% • D U R . F A C . 1 .2 5 FROM S L C RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE
OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUHILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER F e b 11 _ ANSI(
TPI 1-1995 SECTION 2. S P A'C I N G S E E ABOVEI J RE F - 1 S 0 7 3 5 2 Z 0 9
LC10D/U - K-1/
TOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
WEBS 2x4 SP #3
SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS.
5X4=
IM1J UNU FKtFAKtU I-KUM I.UMFUItK INFUI (LUALIJ:U4 UIMt IN J 1 U INJ) JUbMIIILU MT IKUJJ Mt K.
120 MPH WIND, 10.48 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED r
ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
5X4 % 5X4s
6f
1 6
8-0-0
2X4 (A1) = 5X4= 2X4 (Al)
L1-4-
20-0-0 Over Continuous Support
R=82 PLF U=28 PLF W=20-0-0
J1-4-2:j
b;
Note: All Plates Are W2X4 Except As Shown.
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 lFL 1 - R - Scale=.3125" Ft.
WARNING"` TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND `` M e T 1. L L 2 O. U P S F R E F R 3 5 2-- 8 1 2 2 5BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE R` '1
E NSTITUTE. 503 D'ONOFR IO DR., SUITE 200, MADISO N. WI 53719). FOR SAFETY PRACTICES FR IOR TO ZIFIC•/ PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ` : '4 {` T C D L 7. 0 P S F DATE 0 2 1 1 0 3
SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
ROOF TRUSSDIVISION —IMPORTANT`" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •d No.42 4 BC DL 10.0 PSF DRW SLTUSR352 03042281PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 71 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND i B C L L 0. 0 P S F S L T- E N G W M RAPOPKA, FL 32703 BRACING OF TRUSSES. THIS DES IC,N CONFORMS WITH APPLICA8LE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF •
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S L 407-2-
29 -91
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOT EO. APPLY CONNECTORS TO • Q R% T•fw TOT . L D . 37. 0 P S F S E O N - 23938FAX: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER•••`••.. •••'•
PROFESSIONAL ENGINEERING DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S/QNAI. - DUR.FAC. 1.25 FROM AFRESPONSIBILITYSOLELYFORTHETRUSSCOMROfIEATDESIGNSHOWN. THE SUITABILITY AND USE OF TH15
CERTIFICATE OFAUTHORRATION 59216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSI8ILITY OF THE BUILDING DESIGNER. PER F e b 11 ill
ANSI/TPI 1-1995 SECTION 2. S P A C I N G 24. 0" J R E F - 1 S 0 7 3 5 2 Z 0 9
LL10n/U - K-16 I HIJ UWU YKtI`AKCU PHUM I,U YIYUItK IIN YUI (LVAUJ 5 UIMLNJIV INJ) 3UUI-III ItU OT IKUJJ I-Ir K.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD.
2X4(A1)
11-4-0j
R=823 U=286 W=8"
120 MPH WIND, 10.48 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
5X4=
2X42X40 6 (—
1 6 8-
0-0 ur,
2X4 (
Al) 100
20-
0-0 Over 2 Supports R=
800 U=265 W=8" PLT
TYP. Wave TPI-95 R Desi gn Criteria: TPI STD FL BLDG CODE QTY:1 FL - 1 R - Scale=.3125" Ft. WARNING"
TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND B
RACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TFI (?BUSS PLATE 583
D'O NOFRIO DR., SUITE 200, MADISON, WI53719)FOR AFETYPRACTICES PRIOR TO PE
RFORMING THESE FUNCTIONS. UNLE5S OTHERWISE INDICATED, TOF CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL
PANELS. BOTTOM CHORD SHALL HAVE A FRDFERLY ATTACHED RIGID CEILING. IFIPORTAN7^^
FURNISH A COP'! OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS.
INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO j.
qINSTITUTE. jG
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DATE
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SLTUSk352 03042282 SLT-
ENG WMR 2722SOUTHAPOPKABLvD. APOPKA,
FL 32703 407-
299-1522 FAX:
407-299-9153 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 APIERICAN FOREST AND PAPER ASSOCIATION) AND TFI. ALPINE1•;C O CONNECTORSAREMADEOF2OGAASTMA653GR40GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH
FACE OF TRUSS. AND UNLESSOTHERWISE LOCATED ON THISDESIGN. POSITION CONNECTORS PER STA
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BC
LL LD.
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SE0N 27675 U
R . F A C . 1.25 FROM A F PROFESSIONALENGINEERINGCERTIFICATE
OF AUTHORrLATION 4t9218 160
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SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THESUITABILITY AND USE OF THIS COMPONENT
FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, ANSI/
TPI 1-1995 SECTION 2. PER
XD
Feb
11 '03 SPACING 24.0" JREF 1507352_Z09
LL165/1-) - K-IV) .,
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
2X4(A1)
L1-4-?;j
NIJ UWU FKLFAREU FROM UUMNUILK INPUT (LOAUS_,5 UIMENSIUNb) SUBMITTED BY TRUSS MFR.
120 MPH WIND, 10.48 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
5X4=
2X4o 2 X 4 o
6 r --1 6
8-0-0
GYP=
2X4 (A1)
i< 20-0-0 Over 2 Supports
R=825 U=289 W=8" R=736 U=207 W=8"
PLT TYP. Wave TPI 95 R Design Criteria: TPI STD FL BLDG CODE QTY:4 FL - l - R - Scale=.3125" Ft.
WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND
BRACING. REFER TO HIP-91 (HANDLING INSTALLING AND BRACING). PUBLISHED DY TPI (TRUSS ELATE
INSTITUTE. 583 D'ONOFRIO OR., SUITE 200. MADISO N, NI 53719). FOR SAFETY FRAIIICES PRIOR TO
TRUCTURALFANELSFUDDTTOMSCHORDESHAOLLHHAVESE PROFERLYDATTACHEDOROIGIDACEILING,PROPERLY
ATTACHED IMPORTANT**
FURNISH A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F
RODUCTS. 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 PROV151DNS OF NOS (NATIONAL DESIGN SF
EC IFICATION PUBLISHED BY THE AMERICAN FOREST AHD FAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS
ARE MADE OF 20GA AS TM A653 GR40 CALV. STEEL. E%LEPT AS N07ED. AFFLY CONNECTORS TO EACH
FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER M
R P F'
C•• / a fG(4 4 •.` i
No.42704 1
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MYTH LUMBER CO. ROOF
TRUSS DIVISION 2722
5ou APOPKA BLVD. APOPKA,
FL 32703 407-
299.1 522 FAx:
407-299-91 53 DATE
0 2 1 1 0 3 DRW
SLTUSR352 03042283 S
L T - E N G 4JM R S
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U R F A C 1.25 FROM A F PROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING REST
ONSIBILITY SOLELY FOR THE TRUSS COMFONE NT DESIGN SH ONN. THE SUITABILITY AND USE OF THIS Q•••••..
CERTIFICATE
OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AN51/
TP1 1-1995 SECTION z. Feb 11 'U SPACING 24.0" JREF 1S07352 Z09
LLlOD/U - K-LU) I M13 UNIT VKtFAKLU rMUPI tL11'1YUItM 114YU1 (LVAU, 6 UIMtIN31 UIN3) -IUDI-11,I ICU DI IKU33 I-Ir K.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #1 Dense
WEBS 2x4 SP #3
Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500'
5X4=
0-5-3
V
sm
2X4(Al)
120 MPH WIND, 10.89 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.
1_ 9-10-0 _1_ 9-2-8 _1
19-0-8 Over 2 Supports
R=716 U=213 W=6" R=694 U=209
0-8-1
8-0-0
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:6 FL 1 R - Scale =.375" Ft.
WARNING— TRUSSES REQUIRE EXTREME CARE IN FABP.ICAT ION. HANDING. SHIPPING. INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND FR Ar INGI. PUBLISHED BY TPI (TRUSS PLATE
I FIST TUiE. 503 D'OBEER" DR., SUITE 2DO' MADISO N. NI 537191. FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TO CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. 8OTT0M 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 mot
1F1 iA• r "7 ••'. ggg lGF
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LUMBER CO. ROOF
TRussDIv151oN DATE
D 2 1 1 0 3 DRW
T SR35z 0304228 SLT-
ENG WMR 2722SOOTHAPOPKABLVD. APOPKA,
FL 32703 BUILD
THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING
OF TRUSSES.METHIS
DESIGN
CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 7C Q'
ti
STATE OF tz,Q BCLL 0.0 PSF 407-299-
1 522 FAX: 407.
299-91 53 CONNECT ORSIAREPMADESOFO20GATASTMMA653ACR4ORG5 VAN TEELERE%CEPTIASTI EDND iAPPLYACONNECTOR$ TO EACH FACE
OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER iS RI0
r•'
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R F A C . 1.25 FROM A F PROFESSIONAL ENGINEERINGCERTIFICATEOF
AUTHORIzATiON #9218 DRAWINGS 160
A-Z. THE SEAL ON THIS DRA6'ING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY
FOR THE TRUSS COMFONE MT DE S.I GN '•HOW N. THE SUITABILITY AND USE OF THIS COMPONENT FOR
ANY PARTICULAR BUDDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANNSI/TPI
1-1995 SECTION 2. Feb 11 '
03 SPACING 24. 0 F JREF 1S07352_709
4Z1b'j1U - KZZ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
WEBS 2x4 SP #3
SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REOUIREMENTS.
5X4=
100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15.00 FT MEAN
HGT,ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND
BC DL = 5.0 PSF.
DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD.
6
1-8-3
I
0
2X4(A1)
1— 2-8-0 1 7-11-0 I
LE 10-7-0 Over Continuous Support
R=108 PLF U=26 PLF W=10-7-0
Note: All Plates Are W2X4 Except As Shown.
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD
WARNING`" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISO N. WI 53119). FOR SAFETY PRACTICES FP,IOR TO PERFORMING
THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A rROPERLY 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 BLvO. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING ANO APOPKA,
FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORM; WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 407-
299-1 522 SPECIFICATION PUBLISHED 8Y 7HE AM ERICAN FOREST AND CAPER ASSOC iATION) AND TPI. ALPINE CONNECTORS
ARE MADE OF 20GA ASTM A653 GR 40 GAL V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL
ENGINEERING DRAWINGS
160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY
SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE
OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/
TPI 1-1995 SECTION 2 0IY:
1 3;
f YRtIFI14 ,F,pF
lio.42704 ® STATTE
OF ` jt-
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11 FL
1 - R - TC
LL 30.0 PSF TC
DL 15.0 PSF BC
DL 10.0 PSF BC
LL 0.0 PSF TOT.
LD. 55.0 PSF Scale =.
375" Ft. REF
R352--81229 DATE
02/11/03 DRW
SLTUSR352 03042285 SLT-
ENG WMR SEON
18575 DUR.
FAC. 1.33 FROM AF SPACING
24.0" JREF 1S07352 ZO9
LZ10n/U - K-ZS IHIJ UWb FKLFAKtU EKUM L,UFIYUILK IINYUI (LUAUJ $ UIMLNJIUN J) J U b MIIItU bT I K U JJ Mh K.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3 :MI, M2 2x4 SP #2:
SPECIAL LOADS
LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25)
TC From 81 PLF at -1.46 to 81 PLF at 11.71
BC From 20 PLF at 0.00 to 20 PLF at 10.17
5X4=
120 MPH WIND, 16.11 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS.
LE1-5-O>JE1-7-0>j 0-11-0 1-5-0>j
1_ 5-1-0 _1_ 5-1-0 _I
10-2-0 Over 2 Supports
R=702 U=376 W=4" R=565 U=278 W=4"
Note: All Plates Are W2X4 Except As Shown.
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE QTY:l FL 1 R Scale 375" Ft.
WARNING' * TRUSSES P.EOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INAND BRACING.
REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE,
583 D'ONOFR IO DR., SUITE 200, MAOIS•O N, WI 63719). FOR SAFETY FR ACTICES PRIOR TO PERFORMING
THESE FUNCTIONS. ICATE D. TOF CHORD SHALL HAVE PROPERLY R.
C-_ fG`(
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C L
L D
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0 7.
0 P
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S F R
E F R 3 5 2-- 8 1 2 3 0 DATE
0 2 1 1 C 3 SMYTHLUMBERCO. UNLESS
OTHERWISE IFID ATTACHED STRUCTURAL
PANELS, BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING. It DRN!
SLTUSR352 0304228'S ROOFTRUSSDIVISIONIMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCT'.
INC. SHALL NOT BE RESPONSIBLE LEFOR ANY DEVIATION FROM iHIS DESIGN; ANY FAILURE TO f
No.42704 BC DL 10.0 PSF SLT-
ENG WMR 2722
SOLTTN APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND STATE OF BC LL 0.0 PSF APOPKA, FL 32703 BRAC RIG OF TRUSSES. THIS DESIGN CONFORMS WITH APFL ICAB LE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION
PUBLISHED BY THE AM ERICAH FOREST ANO FA PER ASSOCIATION) AND TFi. ALPINE Z Pf( S E Q N 2 3 9 1 6 407-299-1 522 CONNECTORS
ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T 0 T L D 3 7 0 P S F FAX: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER• R
0 D
U R F A C 1.25 FROM A F PROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFES•IDNAL ENGINEERING RESPONSIBILITY
SOLELY FOR, THE TRUSS COMPONEVT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE
OF AUTHORQATION #9218 OMPOONE TIFOR COMPONENTANYPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER F eb11 '03ANSI/TPSSECTSPA`C I N G E E ABOVE J R E F 1 S 0 73 5 2_Z 0 9
LC1255/U - K-L4)
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
3-2-7
1®
2.5X4=
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120 MPH WIND, 16.11 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.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
L<1-4-811<1-7-0IJ 0-11 -01 1-4-8,J
5-1-8 ,1_ 5-1-8 _I
10-3-0 Over 2 Supports
R=504 U=342 W=3.5" R=421 U=273 W=3.5"
3-2-7
0
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a OTY:3 FL 1 R - Scale =.375" Ft.
WARNING`* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND • . T C L L 2 0. 0 P S F R E F R 3 5 2-- 8 1 2 3 1BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE R, fY
i NSTITU7E. 503 D'ONOFR IO DR.. SUITE 200. IAADISO N. MI 53719). FOR SAFETY FR ACT ICES FP.IOR TO
FERFO P.MING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED p"t P C,q,•c. T C D L 7.0 P S F DATE 0 2/ 1 1/ 0 3
S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V
IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t Nn.42704 BC DL 10.0 PSF DRW SLTUSR352 03042287ROOFTRUSSDIVISIONPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO + 1
2722 SouTH APOPKA BLVD. BUILD THE TRUSSES IN CONfORhIANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLINC AND ^ • 7 j " B C L L 0.0 P S F S L T - E N G / W M RAPOPKA, FL 32703 BRACING OF TRUSSES. THIS OE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN i STATE OFSPFECIFICATIONPUBLISHEDBVTHEAMERICANFORESTANDPAPERASSOCIATION) AND TPI. ALPINE407-299-1522 S,C`R10ACONNECTORSAREMADEOF2OGAASTIHA653GR40GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T 0T . L D . 37.0 P S F S E 0 N - 27652FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER-n '...,,,,...'
PROFESSIONAL ENGINEERING
DRAWINGS 160 A- Z. THE SEAL ON THIS DRAPING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING i7s AfA\ D U R . F A C . 1.25 FROM SF
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 1,NL
CERTIFICATE OP AUTHOREUCTION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF. THE BUILDING DESIGNER, PER F e b 11 S P A C I N G 2 4. O" L1 R E F - 1 S 0 7 3 5 2_Z 0 9ANSI/TPI 1-1995 SECTION 2.
LUDO/U - vi
TOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #:3
WEBS 2x4 SP #3
SEE DWG VALTRUSS0699 FOR VALLEY DETAILS.
6 r-- 2 X 4 III
2X4(D1)
12-4-3
2 X 4 III
2-8-0 Over Continuous Support
R=70 PLF U=67 PLF W=2-8-0
120 MPH WIND, 13.16 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.
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE z OTY:2 FL 1 R - Scale =.375" Ft.
WARNING— TRUSSES REOU IRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND M M T C L L 20.0 P S F R E F R 3 5 2-- 8 1 2 3 2BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 7A/ INSTITUTE. 583 D'ONOFRIO DR., SURE 200.
SE
ISON, WI 63719). FOR SAFETY PRACTICES PRIOR TO `. ws'1FI i T C D L 7.0 P S F DATE 0 2 1 1 0 3FEfiFORMINf. THESE FUNCTIONS, UIILESS OTHERWISE INDICATED. TOF CHORD SHALL HAVE PROPERLY ATTACHED ' C'
S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. I ' V
ROOF TRUSS DIVIS10F1 'P
IPORTANT`t FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F ND.42704 a BC DL 10.0 PSF DRW SLTUSR.352 0304228dPRODUCTS, INC. SHALL NOT BE RESPONSIBLE, FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO !-
2722 SOUTH APOPKA 6Lm BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANOLINC, SHIPPING, INSTALLING AND t BC L L 0.0 P S F S L T - E N G WM RAPOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF ;•$
407-299-1 522 SPECIFICATION PUBLISHED DY THE AMERICAN FOR AND PAPER ASSOCIATION) AND TPI. ALPINE
CDNNEC TORS ARE MADE OF 2OGA ASTM A653 GR40 GAL V. STEEL, E%CE FT AS NOTED. APPLY CONNECTORS i0 Q j:O' T 0 T . L D . 37.0 P S F S E Q N - 35549FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHEP.W ISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ••~"
PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 4 D U R F A C 1.25 FROM R HRESPONSIBIL[TY SOLELY FOR THE TRUSS CO MPO NE Ni DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
CERTIFICATE OFAUTUORRATION#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Feb 11 'Ui SPACING 24.0" JREF - 1S07352 Z09ANSI/TPI 1 1995 SECTION 2. f i —
uuD/U - Vc)
TOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
WEBS 2x4 SP #3
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
SEE DWG VALTRUSS0699 FOR VALLEY DETAILS.
2 X 4 III
6
2X4 (D1)
11-4-3
2 X 4 III
4-8-0 Over Continuous Support
R=74 PLF U=39 PEE W=4-8-0
120 MPH WIND, 12.66 FT MEAN MGT, 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.
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 1 la QTY:l FL 1 R - Scale =.375" Ft.
WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND M. T C L L 20 . 0 P S F R E F R 3 5 2-- 8 1 2 3 3BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND RR ACING), PUBLISHED BY TPI (TRUSS PLATE ,e A/
INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISO N, NI 53119), FOR SAFETY PRACTICES PRIOR TO _`....•••••• ryAj_
F ERFORMING THESE FUNCTIONS. UNLESS OTHEP. VISE IND ICA7ED. TOP CHORD SHALL HAVE PROPERLY ATTACHED ` ..QF T C D L 7.0 P S f DATE 0 2/ 1 1/ 0 3
S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. . V T .C
ROOFTRussDIVISION **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED NO.42704 BC DL 10.0 PSF DRW SLTUSR352 03042289
PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
2722 SOUTH APOPKA BLvl' BUILD THE TRUSSES IN CONFORMANCE WI TM TF I; OR FABR ICATIII G. HANDLING, SHIPPING, INSTALLING AND
APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN BC L L 0.0 P S F S L T - E N G / W M R
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF ;•
407-299-I 522 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL . STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO i Pt :V T 0 T . L D . 37.0 P S F S E Q N - 35552
FAX: 407-299-9 153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER L p R 0 ••
PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ,S/nNA. D U R . F A C . 1.25 FROM R H
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE. RESPONSIBILITY OF THE BUILDING DESIGNER, PER Feb 11 SPACING 2 4.0 " J R E F - 1 S 0 7 3 5 2 Z 0 9ANSI/TPI 1-1995 SECTION 2.
in13 unu rn[r—Lu rnuri t,UriruILM IwrUI LLl/NuJ a uimrii,,tulv,,) auomiliru Di inu.,a rirn.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #3
WEBS 2x4 SP #3
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
SEE DWG VALTRUSS0699 FOR VALLEY DETAILS.
2X4
2X4 III
6 F
DI)
10-4-3
2 X 4 III
6-8-0 Over Continuous Support
R=74 PLF U=30 PLF W=6-8-0
120 MPH WIND, 12.16 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.
PLT TYP. Vlave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:l FL 1 R -
c
Scale =.375" Ft.
WARNING`+ TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
D'ONOFRIO DR.. SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES FRIAR TOINSTITUTE.
THEFERFORMINGTHESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOF CHORD SHALL HAVE PROPERLY ATTACHED
R,qy% IF C4%
T C
T C
L L
D L
2 0.
7.
0 P
0 PSF
J F
c F
R E F R 3 5 2-- 8 1 2 3 4
DATE 0 2/ 1 1/ 0 3
SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY A7T ACHED RIGID CEILING.
DRW SLTUSR352 O 4z z`8ROOFTRUSSDIYISIONIMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No.42704 BC DL 1Q.0 PSFPRODUCTS. INC. SHALL NIT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 71{
S L T - E N G / WM R - 272250UTHAPOPKA6LVD.
APOPKA, FL 32703
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CERTIFICATE OF AUTHORFLATION #9218
RESPOI4 SIBI LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SH,WN. THE SUITABILITY AND USE OF THIS COVIFONENT
FOR ANY PARTICULAR BUI!DING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/
TPI 1-1995 SECTION 2. Feb
11 '03 SPACING 24.0" JREF 1S07352_ZO9
cc1057u - V4) 4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS.& DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
WEBS 2x4 SP #3
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
SEE DWG VALTRUSS0699 FOR VALLEY DETAILS.
2X4
2 X 4 III
2 X 4 III
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9-4-3
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2 X 4 III
8-8-0 Over Continuous Support
R=74 PLF U=32 PLF W=8-8-0
120 MPH WIND, 11.66 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.
v
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE lamil& OTY-: FL 1 - R - Scale =.375" Ft.
WARNING- TRUSSES REOUIRE EMTREI'1E CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 D'0N0FR 10 DR., SUITE 200, MADIS0N, WI 53719). FOR SAFETY PRACTICES PRIOR TO
FERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. i0F CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT" FURNISH A COPY OF THIS DESIGN 70 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
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2722 SOUTH APOPF;A BLVD.
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FAX: 407-299-91 53
DATE 02111103
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S L T - LNGG W M R
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D U R F A C . 1.25 FROM R HPROFESSIONALENGINEERINGDRAWINGS160A-7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
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4
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BOT CHORD 2x4 SP #3
WEBS 2x4 SP #3
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC
6 f5X4= 2X4 III
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11-4-15
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2 X 4 III
1. 2-6-8 _L 2-0-0 _1
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R=74 PLF U=40 PLF W=4-6-8
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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.
SEE DWG VALTRUSS0699 FOR VALLEY DETAILS.
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a OTY:1 FL - 1 - R - Scale =.375" Ft.
WARNING"" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND
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S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROrERLY ATTACHED RIGID CEILING.
CROOFTRUSSDIYISION "'IMPORTANT
NC
FURNISH A COPY OF THIS DESIC,N TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED I F N0.42704 BC DL 10.0 PSF DRW SLTUSR352 0304229LPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
2722APOPKA, FL 32703
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TOP CHORD 2x4 SP #k3
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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. ~
SEE DWG VALTRUSS0699 FOR VALLEY DETAILS.
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 1 a QTY:1
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`e
INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. 11ADISD N. NI 53719). FOR SAFETY PRACTICES PRIOR TO
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PERFORMING
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. jG F
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2722 SOUTH APOPKA BLvO.
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APOPKA, FL 32703
407-299-1522
BRACING OF TRUSSES. THIS OESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
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FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LDCATEO ON THIS DESIGN, POSITION CONNECTORS PER
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1 R Scale =.375" Ft. TIC
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02/11/03 DRW
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ENG WMR SEQN
35573 DUR.
FAC. 1.25 FROM RH SPACING
24.0" JREF 1S07352_Z09
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FOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
WEBS 2x4 SP #3
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
SEE DWG VALTRUSS0699 FOR VALLEY DETAILS.
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ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
IN LIEU OF STRUCTURAL PANELS. USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC.
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 0TY:1 FL 1 R - Scale =.375" Ft.
WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE, 683 D'ONOFRIO OR., SUITE 200. MAD ISO N, NI 53119). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE Ilip iCATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPf1R7ANT
NC
FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS. INC. SHALL NOT BE RESPONSIBLENSIBLE FOR ANY DEVI A110N FROM THIS DESIGN: ANY FAILURE TO
EiZIFIC;q i
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ROOF TRUSS DIVISION
DATE D 2/ 1 1/ 0 3
DRW SLTUSR.352 0.304223 4
272250UTTNAPOPKAEiLVD.
APOPKA, FL 32703
407-299-1522
FAX: 407-299-91 53
BUILD THE TRUSSES IN CONFORMANCE WITH TF1; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND
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RESPON SIB ILOITY SOLELY
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BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
0-4-3
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HIPJACK SUPPORTS 6-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8
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1 -10-3
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3-9-14
0
R=329 U=180
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 0TY:3 FL 1 R - Scale =.375" Ft.
WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND
BRACING. REFER TO HIB*91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE /Q T C L L 20.0 P SF R 3 5 2-- 8 1 2 3 9
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IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDTRuSSDIVISION F N0.4Z7O4 6 BC DL 10.0 PSF DRW SLTUSR352 0.3042.302ROOFPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEYIAT ION FROM THIS DESIGN: ANY FAILURE TO -1-. : y2722SOUTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TF 1: OR FABRICAT IHG, HANDLING, SHIPPING. [N STALLING AND 7C 7C
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L4100/U - LL100/L) - LJ/)
TOP -,CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
L<1-4-
PLT TYP. Wave TPI-
7-0-12 —1
7-0-0 Over 3 Supports—
R=363 U=197 W=8"
120 MPH WIND, 11.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
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MEETS L/360 LIVE AND L/240 TOTAL LOAD. l -
10-4 R=
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IFIG. REFER 70 H1891 (H ANGLINGINSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE,
583 D'ONOFRIO DR., SUTE 200. MAD ISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING
THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED SMYTH
LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF
TRUSS DIVISION '"IMPORTANT " FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS.
INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722
SOLIFH APOPKA BLvD. HUI TO THE TRUSSES IN CONFORMANCE WITH I 1: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND APOPKA,
FL 32703 BP.ACINGOF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 407-
299-1 5ZZ SPECIFICATION PUBLISHED BY THE AhIE P. ICAN FOREST AND PAPER ASSOCIATION) AND TIT. ALPINE CONNECTORS
ARE MADE OF 20GA ASTM A653 GR 40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO FAX:
407-2999153 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 ENGINEERING PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE
OF AUTHORIZATION #92 TO COMP014E NT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/
TPI 1-1995 SECTION 2. CODE
OTY:17 7;'
R'fIFIC4f
No.42704 STATE
OF S•
OR...
ss
Na Feb
11 '03 FL
1 R - Scale =.375" Ft. TC
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DL 10.0 PSF BC
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LD. 37.0 PSF REF
R352 -81240 DATE
02/11/03 DRW
SLTUSR.352 0304230.3 SLT-
ENG /WMR SEON -
23924 DUR.
FAC. 1.25 FROM AF SPACING
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TOP CHORD 2x4 SP #3
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ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
0 -1414 U 1864
9-4-0
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PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:6 FL 1 - R - Scale =.375" Ft -
WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND
RACING. BRACING. REFER TO H10-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
TOTE. 5B3 O'ONOFRID DR., SU I7E 200. MADISO N, NI 53719), FOR SAFETY FR ACTICES PRIOR TO
PERFORMING THESE FUNCTI OIJS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
APR MPORTAN INC
FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION
HIS E
TOR. ALPINE ENGINEERED
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
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SMYTH LUMBER CO.
ROOF TRUSS DfV1510N
DATE 0 2 1 1 0 3
DRW SLTUSR352 03042304
v 2722 SOUTH APOPKA BLvD.
APOPKA, FL 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. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY THE AM Eft IC AN FOREST AND PAPER ASSOCIATION) AND TPI.' ALPINE.
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c- PSF
PSF
SLT-ENG WMR
SEON 23930
D U R FAC . 1.25 FROM A FPROFESSIONALENGINEERING
CERTIFICATE OF AUTHORIZATION#921H
DRAWINGS 160 A-7 THE SEAL ON THIS QRAIIIG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPONS [BfLITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
COhIFONENT FOR A.'Y PARTICULAR BUILDING !S THE RESPONSIBILITY OF THE BUILOIN6 DESIGNER, PER
ANSI/TPI 1-1995 SECTION 2
Yu A AL 4.PPA___
Feb 11 'U SPACING 24.0"
L2185/D - L2185/D - CJ3) % IN1, UWU FKtFAKILU iKUM LUMKUILK 41VFUI (LUAU, & U11')LIV31Un3) 3UDPIi;ILL) DI IItu33 mi-K.
TOP.CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
w
ROOF,OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
1(410
U=180
1-10-3
910
R=23 U=180
L<1-4-Oa1,= 3-0-12 1
3 0 0 Over 3 Su orts
R=234 U=180 W=8"
120 MPH WIND, 10.06 FT MEAN HGT, ASCF 7-98, CLOSED BLDG, LOCATED
ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:6 FL 1 R - Scale =.375" Ft.
WARNING— TRUSSES REOUiRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND
BRACING. REFER TOHIB-91 (HANDLING INSTALLING AND BRACING). CUBLI SH ED BY iFl (TRUSS PLATE 1\ M pR T C L L 20.0 P S F R E F R 3 5 2-- 8 1 2 4 2
INSTITUTE. 580 O'ONOfR10 DR., SUITE 200. MAOISO N, WI 53713). FOR SAFETY FR ACTICES PRIOR TO
FE P.FORMING THESE FUNCTIONS. UNLESS OTHERWISE IIID IC ATEO, TOF CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS, BOTTOM OR SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT"` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
FRODUCTS. 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 WITN APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
F C.w• J : f-7,•.
fG
ND.427O4
STATE OF ;
T C
BC
BC
D L
DL
L L
7.0
10.0
0.0
P S F
PSF
P S F
DATE 0 2/ 1 1/ 0 3
SMIf fH LUMBER CO.
RooFTRLISSDIVISION
2722 SOUTH APOPKA BLVD.
APOPKA, FL 32703
DRW SLTUSR352 0.3042305
S L T- E N G WM R
S E 0 N 23928407-299-1 522
FAx: 407-299-91 53
SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALv. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
S 'o( P,• L/ O R}O T• V
1(•
T0 T. L D. 37.0 P S F
D U R F AC . 1 .2 5 FROM A FPROFESSIONALENGINEERING
CERTIFICATE OF AUTHORIZATION #9218
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESFOtISIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER
ANSI/TPI 1-1995 SECTION 2.
v•Y6••• A
Ff rb 11 'U3 SPACING 24. 0
LL10D/U - LL10n/U - UdD
TOP CHORD 2x4 SP ##2
BOT CHORD 2x4 SP #k2
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
1 -10-4
R=108 U=180
2-10-3
i, -
R=408 U=180
Lc1-4-011 -- 5-0-12
5-0-0 Over 3 Supports
R=295 U=181 W=8"
I n I J UNU rn --V rn Uri wnr UILyr V I X-- a vi CIL—IV —IVVI 'I II — uI 120
MPH WIND, 10.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE
IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION
MEETS L/360 LIVE AND L/240 TOTAL LOAD. PLT
TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE la OTY:6 FL - 1 R - Scale =.375" Ft. WARNING**
TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING,.
REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE,
503 D'ONOFRIO DR., SU [TE 200, MADISO N, WI 53719). FOR SAFETY PRACTICES PRIOR TO THESE
FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED. STRUCTURAL
PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IhIP
ORTANT** FURNISH A COPY OF THIS OE516N 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 CONFORHS WITH APPLICABLE PROVISIONS OF N0S (NATIONAL DESIGN SPECIFICATION
PUBLISHED BY THE All ERICAHFOREST AHD FAFER ASSOCIATION) ANO TPI. ALPINE CONNECTORS
ARE MADE OF 20GA AST A653 GR 406AL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ATHEUSEALSONTTHISIDRAWINGTINDOICATES,
ACCEPTANCEOOFTPROFESSIONALLRENGINEERING DRAWINGSE160T
F C.4F fG. i
No.42704 3
STATE OF ; 4 S .41 0 _
RI....- T
C T
C BC
BC
T
0 T L
L D
L DL
L
L L
D . 2
0.0 7.
0 10.
0 0.
0 3
7.0 P
P
PSFPSF
P
P
S
f J
f S
F S
F R
E F R 3 5 2-- B 1 2 4 3 S
MYTH LUMBER CO. AROOFTRUSSD1Y1S10N
2722
SOUTH APOPKA BLVD. APOPKA,
FL 32703 407-
299-1 522 FAX:
407-299-9153 DATE
0 2/ 1 1/ 0 3 DRI^
I SLTUSR352 03042306 S
L T- E N G / W MR S
E 0 N - 23926 D
U R. F A C. 1.25 FROM A F PROFESSIONALENGINEERINGCERTIFICATE
OF AUTHORrZATION #9218 A -
I' RESPONSIBILITY
SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT
FOR A4IY FART I CULARBUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/
TPI 1-1995 SECTION 2 Feb 11 SPACING 24.0"
ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C
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) 2X6 "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' S" 5' 11" 6' 0" 7' 0" 7' 2" B' 4" B' 6" 10' 11" 11' 3" 13' 1" 13' 5"
U S P F 3 3' 4" 4" 11" 4' 11 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1"
HF STUD 3' 4" 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1"'
W O 11 STANDARD 3' 3" 4' 2" 4' 2" 5' 6" 5' 6" 7' 5" 7' 5" B' 7" 8' 7" 11' 8" 11' B"
1 3' 9" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" B. 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" 10' 11" 11' 10" 13' 1" 14' 0"
d 3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" IC 3" 13- 1" 13' 9"
DFLI STUD 3' 6" 4' 11 4' 11" 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13' 1" 13' 9"
STANDARD 3' 4" 4' 3" 4' 3" 5' 8" 5' a" 7' 7" 7' 7" 8' 9" 8' 9" 11' 11" 11' 11"
r-a 1 / #2 3' 11 6' 9" 6' 11"' e' o" 8' 2" 9' 6" 9" 9" 12' 6" 12' 11" 14' 0" 14' 0" S P F 3 3' 10" 6' O" 6' 0" 7' 11 7 11" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0"
HF STUD 3' 10" 5' 11 5' 11 7' 10' 7' 10" 9' 6" 9" 6" 12' 3" 12' 3"' 14' 0" 14' 0"
W O STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" 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" sP 2 4' 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0"
DFL STUD 4' 0" 6' 1" 6' 1" 8' 0" 8' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0"
STANDARD 3' II " 5' 3" 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0"
1 2 4' 4" 7' 5" 7' 7" 8" 9" 9' 0" 10' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" Q S P F 3 4' 2" 6' 11" 6' 11" 8' 9" 6' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0"
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"
O 1 1 STANDARD 4' 2" 5' 11" 5' 11" 7' 10" 7' 10" 10' 6" 10' 6". 12' 2'" 12' 2" 14' 0" 14' 0"
1 4' 8" 7' S" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0'" 14' 0'" 14' 0"
Q s P 2 4' 7" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0"
C 2 3 4' 5" 7' 1" 7' 1" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0"
DFL STUD 4' 5" 7' 0" 7' 0" B' 9" 9' 3° 10' 6" 11" 0" 13' 10" 14' 0" 14' 0" 14' 0"
STANDARD 4" 4"' 6' 1" 6' 1" 8' 0'" 8" 0'" 10' 6" 10' 9" 12' 5" 12' 5" 14' 0" 14 0'
SYMM I(( ABOUT, i
2X4 #2N OR BETTER
DIAGONAL BRACE OPTION: T
VERTICAL LENGTH MAY BE 1HDOUBLEDWHENDIAGONAL
BRACE 1S USED. CONNECT
DIAGONAL BRACE FOR 670# BRACEATEACHEND. MAX WEB
TOTAL LENGTH IS I4'.
2X4 SP OR DF-L #2,
OR BETTER DIAGONAL
VERTICAL LENGTH SHOWN BRACE: SINGLE OR
IN TABLE ABOVE. DOUBLE CUT L 1ASSHOWN) AT
L UPPER END.
ONTINUOUS B
CONNECT DIAGONAL AT REFER TO CHART ABOVE FORMIDPOINTOFVERTICALWEB.
BRACING GROUP SPECIES AND GRADES:
GROUP A:
SPRUCE -PINE -FIR HEM -FIR
1 2 STANDARD 2 STUD
3 STUD3 ISTANDARDI DOUGLAS
FIR -LARCH SOUTHERN PINE 3
3 ElSTUDSTUDSTANDARD
STANDARD GROUP
B: HEM -
FIR 1
k DTR 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
EN—r-PORTS.LOAD FROM 4' 0" OUTLOOKERS
WITH 2' 0" OVERHANG. OR 12" PLYWOOD
OVERHANG. ATTACH
EACH "L" BRACE WITH 10d NAILS. FOR (
1) "L" BRACE: SPACE NABS AT 2" O.C. IN
18" END ZONES AND 4" O.C. BETWEEN ZONES. FOR (
2) "L" BRACES: SPACE NAILS AT 3" O.C. IN
I6" END ZONES AND 6" O.C. BETWEEN ZONES. L"
BRACING MUST BE A MINIMUM OF 807. OF WEB MEMBER
LENGTH. GABLE
VERTICAL PLATE SIZES VERTICAL
LENGTH NO SPLICE LESS
THAN 4' 0" 1X4 OR 2X3 GREATER
THAN 4' 0", BUT LESS
THAN 11' 6" 2X4 GREATER
THAN 11' 6" 2.5X4 REFER
TO COMMON TRUSS DESIGN FOR PEAK,
SPLICE, AND HEEL PLATES. t•\ ` " '\-
THIS DRAITING REPLACES DRAWING A10030E WARNING.-
TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING
AND BRACING. REFER TO HIB-91 (HAN LING INSTALLING AND BRACING), PUBLISHE L REF ASCE7-98—GABI2030 BY
TPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200. MADISON, WI. 53719) FOR SAFETY
PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,, TOP
CORD SHALL PROPERLY No.. 42704 * _ DATE 09/10/01 SMYH
LUMBER CO. THAVE ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAV
EA PROPERLY ATTACHED RIGID CEILING f200F
TRU55 DIVISION MPORTANT--
FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE DRWG A12030EC0901 22
SOUTH APOPKA BLVD. 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, STATE OF z ENG
APOPKA.
FL 32703 HANDLING,
SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH APPLICABLE
PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 11
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 O^•, / P,:e TOT. LD. 60 P51' i o FAX: 407-299-9153 FACE OF TRUSS
AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 11 , O1O iiAW DRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONALhl RESPONSIBILITYTRUSSDESIGNSHOWN. THE///'lv7", CERTIFICATE
OFONAL AUTORGZATIONING #921SUITABELIING TYAND COMPONENT FOR PARTICULAR BUILDING IS THE RESPONSIBILITY
OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. l..•
1'`•1_\\\\\O.
lu,
u,,.,.• ...'+-_ ._.. MAX.. SPACING 24.0
SYM.
ABOUT
REIN
E1I
GABLE DETAIL
FOR LET -IN VERTICALS
VERTICAL
LENGTH
TYP.
RIGID SHEATHING
GABLE VERTICAL PLATE SIZES
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:
L2*2X4 4r2X
VERTICAL LENGTH PLATE IF PLATES
BETWEEN CHORDS SIZE OVERLAP -
LESS THAN 4' 0" 1X4 OR 2X3 2X0
GREATER THAN 4' O", BUT
LESS THAN ll' 6" 2X4 2X8
GREATER THAN 11' 6" 2.5X4 2.5XB
PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN.
ATTACH EACH "T" REINFORCING MEMBER WITH
HAND DRIVEN NAILS:
IOd COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP
AND BOTTOM CHORD.
GUN DRIVEN NAILS - 0.131" X 3":
TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD.
THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE CABLE DETAIL FOR ASCE
OR SBCCI WIND LOAD.
ASCE 7-93 CABLE DETAIL DRAWINGS
A11015EN0699, A10015EN0699, A09015EN0899, A08015EN0699, A07015EN0699
A11030EN0699, A10030EN0699, A09030EN0699, A08030EN0699, A07030EN0699
ASCE 7-98 GABLE DETAIL DRAWINGS
A13015EC0901, A12015EC0901, A11015EC0901, A10015EC0901, A06515EC0901
A13030EC0901, A12030EC0901, A11030EC0901, A10030EC0901, A0053DEC0901
SBCCI GABLE DETAIL DRAWINGS
511015EN0699, S10015EN0699, 509015EN0699, S08015EN0699, S07015EN0699
511030EN0699, 510030EN0699, 509030EN0699, S08030EN0699, 507030EN0699
SEE APPROPRIATE ALPINE CABLE DETAIL (ASCE OR SBCCI
WIND LOAD) FOR MAX]hfUhf UNREINFORCED CABLE
VERTICAL LENGTH.
2X8 "T"
REINFORCING
MEMBER
2X4 "T"
REINFORCING
MEMBER
TOENAIL TOENAIL
TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS,
MULTIPLY "T" FACTOR BY LENGTH (BASED ON CABLE
VERTICAL SPECIES, GRADE AND SPACING) FOR (1)
2X4 "L" BRACE, 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.
B LENGTH INCREASE W/ "T" BRACE11
WIND SPEED
AND hfRH
EXAMPLE:
T" REINF.
MBR. SIZE SBCCI ASCE
110 MPH
15 FT
2x4 ID 7. 10 7.
2x6 40 % 50 Z
110 MPH
30 FT
2x4 30 7. LO 7.
2x6 50 7. 50 7.
100 MPH
15 FT
2x4 10 7. 10 7.
2x6 30 7. 50 7.
100 MPH
30 FT
2x4 10 7. 10 7.
2x6 40 7. 40 7.
90 MPH
l5 FT
2x4 20 7. 10 7.
2x6 20 7. 40 7.
90 MPH
30 FT
2x4 10 7. 10 7.
2x6 30 7. 50 7.
BO MPH
15 FT
2x4 10 7. 20 7.
2x6 10 7. 30 7.
80 MPH
30 FT
2x4 20 7 10 7.
2x6 20 7. 40 7.
70 MPH
15 FT
2x4 0 7. 20 7.
2x6 0 7. 20 7.
70 MPH
30 FT
2x4 10 7. 20 7.
2x6 10 7. 30 7.
ASCE WIND SPEED = 100 MPH
MEAN ROOF HEIGHT = 30 FT
GABLE VERTICAL = 24" O.C. SP #3
T" REINFORCING MEMBER SIZE = 2X4
T" BRACE INCREASE (FROM ABOVE) = 107. = 1.10
1) 2X4 "L" BRACE LENGTH = 6' 7"
hfAXIMUhf "T" REINFORCED GABLE VERTICAL LENGTH
1.10 x 6' 7" = 7' 3"
DRAWINGS GAB98117 876,719 & HC26294035
WARNING--
FOR
TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING,
INSTALLING AND BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHE
I
C 1F'C^^' REF LET -IN VERT
BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRiO DR., SUITE 200, MADISON, WI. 53719) VV
VALLEY TRUSS DETAIL
TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER.
BOT CHORD 2X3(*) OR 2X4 SP #2N OR SPF #1/#2 OR BETTER.
WEBS 2X4 SP #3 OR BETTER.
2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE).
ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH
2) 16d BOX (0.135" X 3.5") NAILS TOE -NAILED
120 MPH WIND, ASCE 7-98, CAT 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 "IAX. }
Y2X4
W2X4 W2X4
8-0-0 MAX-i
12
V4X12 IAX.
WIX3 6-0-0 WIX3
MAX SPACING) 1, WIX3 WIX3
16-0-0 MAX WIX3 =;
12
12 MAX. -_-,---lV4X
X3
WIX3 6-0-LVI X3
WIX3 (MAX SPACING)
WIX3 W5X4/SPL W2X4
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-NAILE
W2X4 1'iW4X4
I -IF
OPTIONAL STUB OPTIONAL HIP
END DETAIL JOINT DETAIL
COMMON RUSSES PARTIAL FRAMING
20-0-0 MAX (++) 1, AT 2 " OC PLANIt\µ1i131flfilil(I
SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. \Q.n` q///'/ THIS DRAWING REPLACES DRAWING A105
WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING,
INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED V `••, / G TC LL 30 30 40 PSF REF VALLEY DETAILBYTPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRI DR., SUITE 200, MADISON, W1. 53719) FOR
DATE O6/25/99SAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS THERWISE INDICATED,
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALZ C DL 2O 15 7 PSF
5 MYTH LUMBER C O. HAVE A PROPERLY ATTACHED RIGID CEILING. N O. 4 2 7 0 4 DRWG VALTRUS.S0699IMPORTANT.M FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINEROOFTRUSSDIVISION 9C DL 10 10 10 PSF
ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR DEVIATION FROM THIS = DESIGN; ENG MLH/ICAR 2722SOUTHAPOPKABLVD. ANY FAILURE .TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLINGSHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH C LL O O 0 PSF t
APOPKA,FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE o "•. STATE OF 55 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAS ASTMA653GR40GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS T EACH FACE OF itQ
TOT. LD. 60 57 PSF FAx
407-2999153 TRUSS AND, UNLESS THERWISE LOCATED DN THIS DESIGN, POSITION CONNECTORS PER r DRAWINGS 160 A-
Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL O^ ! P••• i/^L •• ` 0 1` PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE R DUR.FAC. L25/1.33 L15 L15 SPACING 24' CERTI,F.
Ic.TEOFAUTHOftRAT10Np921BRESPONISIITYBILITYANDOFUSETHETHISBUILDINGCOMPONENTDESIGNER, PERANY ANSC//TPIIIL1995 ARBUILDINGSECTION IZTHE///""•"""•`.`` l!/111111111111111\
CONVENTIONALLY FRAMED VALLEY DE'TAIL
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
I NOTE
I NOTE
RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN
THAT OF VALLEY RAFTER (A).
REFER TO VALLEY DETAIL VALTRUSS0699 FOR
SUPPORTING TRUSS BRACING DETAILS.
B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10".
B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS ll'-2".
COMMON
TRUSSES
AT 24" 0(
VALLEY
RAFTERS
RIDGE
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) (A)
C) (
B
3) 16d BOX NAILS
4'0" TYP. I\(B)
1--(2) 16d BOX NAILS, TOE -NAILED (TYPICAL)
RATED SHEATHING CONNECTED TO
TRUSS TOP CHORDS PER SPECIFICATIONS
3) 16d BOX NAILS, TOE -NAILED THRU
CRIPPLE INTO RATED SHEATHING
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'ONGFRI 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 SHALLSMYTHLUMBERCO, HAVE A PROPERLY ATTACHED RIGID CEILING
IMPORTANT-. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE T BUILD THE TRUSSES IN CONFORMANCE WITH TPI; R FABRICATING,
APOPKA. FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH
APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE
407-2991522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA
407-299-9153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OFFAx: TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONALPROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE
CERTIFICATE OF AUTHORIZATION 0921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2.
3) 16d BOX NAILS,
TOE -NAILED
RATED
SHEATHING
PARTIAL FRAMING PLAN
2) 16d BOX NAILS,
TOE -NAILED
D) (
A)
C)
3) 16d BOX
NAILS, TOE -NAILED
SUPPORTING TRUSSES
AT 24" OC MAX SPACING
IFICgT.
BC
No. 42704 ;B
r TO
STATE OF
3) 16d BOX
NAILS, TOE -NAILED
GIRDER
THIS DRAFTING REPLACES DRAWING V105-CONV
LL 30 30 40 PSF REF CONV. VALLEY
DL 20 15 7PSF DATE 06/25/99
PL 10 10 10 PSF DRWG VALCONVF0699
0 0 0 PSF ENG MLH/KAR
ELD. 60 155 157 PSF
1.25/1.3311.1511.15
fG SEE ABOVE
TOP CHORD 2X4 y2 OR BETTER
BOT CHORD 2X4 #2 OR BETTER
WEBS 2X4 #3 OR BETTER
REFER TO SEALED DESIGN FOR DASHED PLATES.
SPACE PIGGYBACK VERTICALS AT 4' OC MAX.
PIGGYBACK DETAIL
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
1S 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 PURLIN SPACING.
120 MPH WIND, ASCE 7-98, CAT II, 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.
A E E
A E E E
20' FLAT TOP CHORD MAX SPAN
SIZE OF 2X12
OR BETTER
A
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 1.5X4 1.5X4
D 5X4 5X5 5X5 5X6
E 4X6 OR 3X6 TRULOX
ROTATED VERTICALLY
ATTACH TRULOX PLATES WITH (8) 0.120" X 1.375" NAILS, OR
EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO
BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX
INFORMATION.
WEB BRACING CHART
WEB LENGTH REQUIRED BRACING
0' TO 7'9" NO BRACING
lx4 "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.
0 0 °°°°°° °°°
0 0
2"
8 1/4"
ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. AWING REPLACES DRAWINGS 634,016 634.017 & 847,045
WARNING- • TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING,
INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHEDTRUSS Q `p N y MAX LOADING REF PIGGYBACKBYTPIPLATEINSTITUTE, 5B3 D'ONOFRI DR., SUITE 200, MADISON. WI. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
yJ ` •.•••••• V !'F'q•• VCR
i
55 PSF AT DATE 06/25/99
SMYTH
DRWGLUMBERCO. HAVE A PROPERLY ATTACHED RIG I CEILING.
K".1MPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. 1.33 DUR. FAG.
ROOFSOU`rHTRUSS DIVISION
2722 SOUTH APOPKA BLVD.
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, N0, 42704 50 PSF AT
PIGBACKB0699
ENG DLJ/KAR
iPOPKA, FL 32703
HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITHAPPLICABLEPROVISIONSOFNDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 9.25 DUR. FAC.
407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA
ASTM
407-299-9153
A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF
TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF C d.•7 PSF ATTAx:
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL4 lrENGINEERINGRESPONSIBILITY I.I 5 DUR. FAG. PROFESSIONAL ENGINEERING SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 1S THE
i
CEfli1FlC/l-E OF ANY}IORIZATION g921B RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. j QQ `_ - ACING 24.0"
lz
v
BOTTOM CHORD FILLER DETAIL.
PTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX
4ZES (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 11 1 10 9 8
SOUTHERN PINE 2966# 1492 1.5" X 3.5" 10 9 8 8 7
SOUTHERN PINE NON -DENSE 2520# 1343 1.5" X 3.5" 9 8 7 7 6
4 ++ 4 ++
9.5 MAX
3X8 TRULOX **
18
MAX I 4 ** 4 3X12 TRULOX
2X8 WEDGE
2) 8D NAILS CUT TO FIT 2X4 VERTICAL OR WEDGE
DRAWING REPLACES DRAWINGS A115 A115/R & 884,132
i 1 1JARN1NG-- 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, 503 D'GNOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL Q `F•
1
TC LL PSF
DL - PSF
REF BC FILLER
DATE 06/25/99
SMYTH LUMBER CO. AVE A CEILING. CAE OPYGIOF DRWG BCFILLER0699IMFORTANOT.RI FURNISHPERLY THISTO THE INSTALLATION CONTRACTOR. ALPINE B- DL 10.0 PSF ROOFTRUSSDIVISIONENGINEEREDPRODUCTS, [NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;
ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI/ OR FABRICATING, 2722SOUTHAPOPKABLVD. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS No. 42704 C=LL - PSF ENG DLJ/KAR APOPKA,
FL 32703 WITH APPLICABLE
PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE C
407-
290-1522 FAx:
407-299-9153 AMERICAN
FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTMA653GR40GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS
AND, UNLESS OTHERWISE LOCATED N THIS DESIGN, POSITION CONNECTORS PER S • STATE OF TO`$
LD. PSF, FAC.
1.0/1.15/1.25/1.33 PROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL IENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE A
CERTIFICATE
OFAUTHORIZATION M9218 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 1S THE RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. O r.'• 4_n_P VD . _ ACING 24.0" 1N
A1.
STEPDOWN CORDER SEA['
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
OVERHAN **
LENGTH
SOFFIT WEIGHT
2 PSF 10 PSF
1-06-00 2-01-07 2 N 2 N
1-09-00 2-05-11 2 2 DENSE OR i N
2-00-00 2-09-15 1 2 DENSE
120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG.,
30 FT. MEAN HT., 10 PSF TOTAL WIND DEAD LOAD.
UPLIFT IS 350#
UPLIFT IS 200#
J1
J3
J5 **
J7
3.00 12 #
TO
6.00
1V2X4
I* * J* r * * * 1 I'
1
3' 1 5 7' l
R=463#, W=3.50"
END AND CORNER JACKS
HJ
5'
CORNER SET
SETBACK 3'
7' 0" 0
1'
4
2 HIP OR COMMON TRUSSff
1 HIP TRUSS
J5
J3
J1
J
Jl J3 J5 J7 J7 J7 J
I J b 7 2' TYP.
OPTIONAL VERTICAL WEB. USE W1.5X4 AT
BOTTOM OF VERTICAL. USE W3X4 AT TOP
OF VERTICAL AND DIAGONAL WEB.
2) 16d TOENAILS
3) 16d TOENAILS
2.12 12 W2X4
TO4.24
W2X5 i W3X4
OR
sIMPSON
3/4" THJp26
1 9-10-13 OVER 2 SUPPORTS
R=652#, W=3.50"
HIPJACK
I
ALTERNATE LOADING
TCLL 20 PSI'
TCDL 20 MAX PSF
BCDL 10 PSF
TOT.LD. 50 MAX PSF
DUR.FAC. 1.25
THIS DRAWING REPLACES
DRAWING HrIl7RFi0PR
WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING.
INSTALLING AND BRACING, REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED a NSF C LL 30 MAX PSF REF 7' STBK CSBYTPI (TRUSS PLATE INSTITUTE, 593 D'ONOFRID DR., SUITE 200, MADISON, WI. 52719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIDNS. UNLESS THERWISE INDICATED,
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
a •".•.••.
1 Q\•• C``- l. 44 y.
DL 15 MAX PSF DATE 06 /2 5 / 9 9
DRWG CS7SBK3A0699SMYTHLUMBERCo. HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE Z '• BCC- 10 PSFROOFTRU55DIVISION
2722 SOUTH APOPKA BLVD.
ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
DESGN; ANY FAILURE TD BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, No. 42704 IL 0 PSF ENG SJP/KARHANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH
AfOPKA, FL 32703
407-299-1522
APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE
AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA LD. 55 MAX PSF
407-299-9153 ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFFT.x: TRUSS AND, UNLESS OTHERWISE LOCATED DN THIS DESIGN, POSITION CONNECTORS PERSTATE OF
1.33VA DRAWINGS 160 A-2. THE SEAL N THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL
ENGINEERING
O .
PROFESSIONAL ••• ENGINEERING
a921B
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THEC.
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE i C]ERnFlca'rEOFAUTHOR)zwnoN r• RESPONSIBILITY OF THE BUILDING ESIGNER, PER ANSVTPI 1-1995 SECTION 2. SEE ABOVE
tl N y.
CLB WEB BRACE
TA -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(*)
2X8 1 ROW 2X6 1-2X8
2X8 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.
10
SUBSTITUTION
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:
APPLY SCAB(S) TO WIDE FACE OF WEB.
NO MORE THAN (1) SCAB PER FACE.
ATTACH WITH 10d NAILS AT 6" O.C.
BRACE IS A MINIMUM 80% OF WEB
MEMBER LENGTH
T-BRACE
OR
L-BRACE
SCAB
T-BRACE L-BRACE
W/,!," THIS DRAWING REPLACES DRAWING 579,640
WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING.
INSTALLING AND BRACING REFER T HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHEDBYTPI (TRUSS PLATE INSTITUTE, 583 D'ONGFRI DR., SUITE 200, MA ISON, WI, 53719) FOR
i
IFIC ••, F TC LL PSI' REF CLB SUBST.
DATE 06/25/99SAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED,
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
mod`\`'V !,-^"Ci\ V q,.'. L\•, DL PSF
S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. G C BCc DLIMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINETRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE PSF DRWG BRCLBSUB0699
ROOF FOR ANY DEVIATION FROM THIS
DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING,
y.. ,1RND• 42704 • s
C__LL PSF ENG tvILH/KAR2722SOUTHAPOPKABLVD. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS W[TH
APOPKA,FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE
FORESTAND PAPERASSOCIATION)AND TF TO LD. PSF407-299.1522 'ASTMlCANA653 6ALV. TEEL NOTED APPLY[NECONNECTORSRS ARE MADETOEACHFACE OF 0GA 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 s J.p •,
FAC. PROFESSIONAL ENGINEERING 'ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT ESIGN SHOWN. THE i A
PPACINGCERTIFICATEOFAUTHORIZATIONa921B-SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE®• O p'O r.•s`
RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. i 1 `_
FORM 60OA-2001
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: 1971 BROOKWOOD Builder: ORR ON HO ES
Address: / // 6E Permitting Office:
City, State: ((/ Permit Number:
Owner: hid wtu Jurisdiction Number:
Climate Zone: Central
1. New construction or existing New - 12. Cooling systems
2. Single family or multi -family Single family - a. Central Unit Cap: 42.0 kBm/hr -
3. Number of units, if multi -family 1 - SEER: 12.00 -
4. Number ofBedrooms 3 - b. N/A
5. Is this a worst case? Yes -
6. Conditioned floor area (W) 1971 ft' c. N/A
7. Glass area & type
a. Clear - single pane 332.0 ft2 - 13. Heating systems
b. Clear - double pane 0.0 ft2 - a. Electric Heat Pump Cap: 42.0 kBtu/hr -
c. Tint/other SHGC - single pane 0.0 ft2 - HSPF: 8.50 -
d. Tint/other SHGC - double pane 0.0 ft2 b. N/A
8. Floor types
a. Slab -On -Grade Edge Insulation R=0.0, 228.5(p) ft - c. N/A
b. N/A
c. N/A 14. Hot water systems
9. Wall types a. Electric Resistance Cap: 50.0 gallons -
a. Concrete, Int Insul, Exterior R=4.2, 1533.9 ft2 - EF: 0.86 -
b. Frame, Wood, Exterior R=11.0, 62.0 ft2 - li. N/A
c. Frame, Wood, Adjacent R=11.0, 177.0 ft2 -
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, 2007.8 ft2 - 15. HVAC credits
b. N/A CF-Ceiling fan, CV -Cross ventilation,
c. N/A HF-Whole house fan,
11. Ducts PT -Programmable Thermostat,
a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft - MZ-C-Multizone cooling,
b. N/A MZ-H-Multizone heating)
Glass/Floor Area: 0.17 Total as -built points: 26584 PASSTotalbasepoints: 27506
hereby certify that the plans and specifications covered
by this calculation are in com 'ance with the Florida
Energy Code.
PREPARED BY:
DATE: ----------- 2_
I hereby certify that this buil ing, designed, is in
compliance with the Florid n Code.
OWNER/AGENT:
DATE
Review of the plans and
specifications covered by this
calculation indicates compliance
with the Florida Energy Code.
Before construction is completed
this building will be inspected for
compliance with Section 553.908
Florida Statutes.
BUILDING OFFICIAL:
DATE:
Version: FLRCSB v3.2)
9
n
R
r
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 84.1
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, ifmulti -family 1
4. Number of Bedrooms 3 _ b. N/A
5. .Is this a worst case? Yes _
6. 'Conditioned floor area (ft2) 1971 ft2 c. N/A
7. Glass area & type
a. Clear - single pane 332.0 ft2 _ 13. Heating systems
b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump
c. Tint/other SHGC - single pane 0.0 ft2
d. Tint/other SHGC - double pane 0.0 ft2 b. N/A
8. Floor types
a. Slab -On -Grade Edge Insulation R=0.0, 228.5(p) ft _ c. N/A
b. N/A
c. N/A 14. Hot water systems
9. Wall types a. Electric Resistance
a. Concrete, Int Insul, Exterior R=4.2, 1533.9 ft2 _
b. Frame, Wood, Exterior R=11.0, 62.0 ft2 _ b. N/A
c. Frame, Wood, Adjacent R=11.0, 177. 0 ft2 _
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, 2007.8 ft2 _ 15. HVAC credits
b. N/A CF-Ceiling fan, CV -Cross ventilation,
c. N/A HF-Whole house fan,
11. Ducts PT -Programmable Thermostat,
a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier,
b. <N/A MZ-C-Multizone cooling,
MZ-H-Multizone heating)
I certify that 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: 42.0 kBtu/hr
SEER: 12.00
Cap: 42.0 kBtu/hr
HSPF: 8.50
Cap: 50.0 gallons _
EF: 0.86
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 86for a US EPA/DOE EnergyStarTMdesignation),
your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating.
Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for
information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction,
contact the Department ofCommunity Affairs at 8501487-1824.
EnergyGauge® (Version: FLRCSB v3.2)
FORM 60OA-2001
s
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
GLASS TYPES
18, X Conditioned X BSPM = Points
Floor Area Type/SC
Overhang
Ornt Len Hgt Area X SPM X SOF = Points
18 1971.0 25.78 9146.2 Single, Clear NE 1.0 7.0 39.0 43.65 0.99 1677.4
Single, Clear SE 1.0 7.5 39.0 56.64 0.99 2191.9
Single, Clear NW 1.0 7.5 39.0 37.74 0.99 1458.1
Single, Clear SW 9.0 9.5 64.0 52.82 0.53 1776.5
Single, Clear SW 1.0 6.5 32.0 52.82 0.98 1650.7
Single, Clear NW 23.0 9.5 48.0 37.74 0.54 985.4
Single, Clear SE 1.0 6.5 23.0 56.64 0.98 1273.9
Single, Clear SE 1.0 6.5 16.0 56.64 0.98 886.2
Single, Clear SE 1.0 6.5 16.0 56.64 0.98 886.2
Single, Clear NE 9.5 14.5 16.0 43.65 0.69 479.1
As -Built Total: 332.0 13265.3
WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points
Adjacent 177.0 0.70 123.9 Concrete, Int Insul, Exterior 4.2 1533.9 1.16 1779.3
Exterior 1595.9 1.90 3032.2 Frame, Wood, Exterior 11.0 62.0 1.90 117.8
Frame, Wood, Adjacent 11.0 177.0 0.70 123.9
Base Total: 1772.9 3156.1 As -Built Total: 1772.9 2021.0
DOOR TYPES Area X BSPM Points Type Area X SPM = Points
Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8
Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 96.0
Base Total: 38.0 124.8 As -Built Total: 38.0 124.8
CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points
Under Attic 1971.0 2.13 4198.2 Under Attic 30.0 2007.8 2.13 X 1.00 4276.6
Base Total: 1971.0 4198.2 As -Built Total: 2007.8 4276..6
FLOOR.TYPES Area X .BSPM Points Type R-Value Area X SPM = Points
Slab 228.5(p) -31.8 7266.3 Slab -On -Grade Edge Insulation 0.0 228.5(p -31.90-7289.1
Raised 0.0 0.00 0.0
Base Total:-7266.3 As -Built Total: 228.5-7289.1
INFILTRATION Area X BSPM = Points Area X SPM = Points
1971.0 14.31 28205.0 1971.0 14.31 28205.0
EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2
L FORM 60OA-2001
a
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS-.,,, PERMIT #:
BASE AS -BUILT
Summer Base Points: 37564.1 Summer As -Built Points: 40603.6
Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
DM x DSM x AHU)
40603.6 1.000 1.087 x 1.150 x 1.00) 0.284 0.950 13702.1
37564.1 0.4266 16024.8 40603.6 1.00 1.250 0.284 0.950 13702.1
EnergyGauge'rm DCA Form 60OA-2001 EnergyGauge®/MaRES'2001 FLRCSB v3.2
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
I ADDRESS:,,, PERMIT #: I
AS -BUILTFBASEGLASSESitionedXBWPM = Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point
18 1971.0 5.86 2079.0 Single, Clear NE 1.0 7.0 39.0 12.00 1.00 468.1
Single, Clear SE 1.0 7.5 39.0 8.34 1.01 329.3
Single, Clear NW 1.0 7.5 39.0 12.23 1.00 476.2
Single, Clear SW 9.0 9.5 64.0 9.22 1.31 774.3
Single, Clear SW 1.0 6.5 32.0 9.22 1.01 297.2
Single, Clear NW 23.0 9.5 48.0 12.23 0.99 580.5
Single, Clear SE 1.0 6.5 23.0 8.34 1.02 195.1
Single, Clear SE 1.0 6.5 16.0 8.34 1.02 135.7
Single, Clear SE 1.0 6.5 16.0 8.34 1.02 135.7
Single, Clear NE 9.5 14.5 16.0 12.00 1.00 192.2
As -Built Total: 332.0 3584.2
WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points
Adjacent 177.0 1.80 318.6 Concrete, Int Insul, Exterior 4.2 1533.9 3.26 5000.5
Exterior 1595.9 2.00 3191.8 Frame, Wood, Exterior 11.0 62.0 2.00 124.0
Frame, Wood, Adjacent 11.0 177.0 1.80 318.6
Base Total: 1772.9 3510.4 As -Built Total: 1772.9 5443.1
DOOR TYPES Area X BWPM Points Type Area X WPM = Points
Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0
Exterior 20.0 5.10 102.0 Exterior Insulated 20.0 5.10 102.0
Base Total: 38.0 174.0 As -Built Total: 38.0 174.0
CEILING TYPES Area X .BWPM Points Type R-Value Area X WPM X WCM = Points
Under Attic 1971.0 0:64 1261.4 Under Attic 30.0 2007.8 0.64 X 1.00 1285.0
Base Total: 1971.0 1261.4 As -Built Total: 2007.8 1285.0
FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points
Slab 228.5(p) 1.9 434.1 Slab -On -Grade Edge Insulation 0.0 228.5(p 2.50 571.3
Raised 0.0 0.00 0.0
Base Total: 434.1 As -Built Total: 228.5 571.3
INFILTRATION Area X BWPM Points Area X WPM = Points
1971.0 0.28 551.9 1971.0 -0.28 551.9
EnergyGaugeO DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS:,,, PERMIT #:
BASE AS -BUILT
Winter Base Points: 6038.8 Winter As -Built Points: 10505.7
Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
DM x DSM x AHU)
10505.7 1.000 1.078 x 1.160 x 1.00) 0.402 0.950 5011.2
6038.8 0.6274 3788.8 10505.7 1.00 1.250 0.402 0.950 5011.2
EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge0flaRES'2001 FLRCSB v3.2
a
I
FORM 60OA-2001
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
I ADDRESS: , , , PERMIT #: I
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 50.0 0.86 3 1.00 2623.63 1.00 7870.9
As -Built Total: 7870.9
CODE COMPLIANCE STATUS
BASE AS -BUILT
Cooling + Heating +
Points Points
Hot Water
Points
Total
Points
Cooling
Points
Heating + Hot Water = Total
Points Points Points
16025 3789 7692 27506 1 13702 5011 7871 26584
PASS EnergyGaugeTm
DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2
FORM 60OA-2001
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK
Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area.
Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between:. windows/doors & frames, surrounding wall;
foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility
penetrations; between wall panels & top/bottom plates; between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends
from, and is sealed to, the foundation to the top plate.
Floors 606.1ABC.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 606.19ABC.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 cavity between floors.
Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA,
have combustion air.
RA-22 OTHFR PRFSCRIPTIVF MFARHRFS (must hP mPt nr PYCPPriPrf by all rPcidenres_1
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
efficient of 78%.
Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG.
Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically
attached, sealed, insulated, and installed in accordance with the criteria of Section 610.
Ducts in unconditioned attics: R-6 min. insulation.
HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system.
Insulation 604.1; 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides.
Common ceiling & floors R-11.
EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2
Notes: THE BROOKWOOD 2/OPT DEN
l'eTi . a o
Weather: Orlando —AP, FL , US
Winter Design Conditions Summer Design Conditions
Outside db 38
Inside db 70
F
OF
Outside db
Inside db
93
75
OF
OF
OFDesignTD32OFDesignTD18
Relaytive Rumidity 50
Moisture difference 43 gr/lb
Heating Summary Sensible Cooling Equipment Load Sizing
Building heat loss 39984
0
Btuh
cfm
Structure
Ventilation
27469
990
Btuh
BtuhVentilationair
Ventilation air loss 0 Btuh Design temperature swing 3.0 OF
Design heat load 39984 Btuh Rate/sswgingamultiplier 0.98
Infiltration Total sens. equip. load 27890 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Average
Fireplaces 0 Internal gains 1150 Btuh
Ventilation 1474 Btuh
Heating
Area (ft2) 1971
Cooling
1971
Infiltration
Total latent equip. load
3727
6351
Btuh
Btuh
Volume (ft3) 18919
Air changes/hour 0.8
253
18919
0.4
126
Total equipment load
1
34241 Btuh
Equiv. AVF (cfm)
Heating Equipment Summary Cooling Equipment Summary
Make TRANE Make TRANE
Trade Trade
Efficiency 6.9 HSPF
Heating input
Efficiency
Sensible cooling
10.3 EER
24850 Btuh
Heating output 0
0
Btuh @ 470F
OF
Latent cooling
Total cooling
10650
35500
Btuh
BtuhHeatingtempriseActualTreatingfan1200cfmActualcoolingfan1200cfm
Heating air flow factor 0.030 cfm/Btuh Cooling air flow factor 0.044 cfm/Btuh
Space thermostat Load.sensible heat ratio 82
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
wr gh tsoft Right -Suite ResidentialTI 5.0.58 RSR26014 2001-Nov-13 12:04:34
Page 1ACCKE:\Files\morrison\BROOKWOOD 2-den\1971.rsr
Y•
RIGHT-J CALCULATION PROCEDURES A, B, C, D
Entire House
DEL AIR HEATING,AIR CONDITIONING,R .lob: 1971 11/13/01
log COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
Procedure A - Winter Infiltration HTM Calculation*
1. Winter infiltration AVF
0.8 ach x 18919 ft'
2. Winter infiltration load
1.1 x253 cfm x 32
3. Winter infiltration HTM
8897 Btuh / 346 ft2
x 0.0167 = 253 cfm
OF Winter TD = 8897 Btuh
Total window = 25.7 Btuh/ft2
and door area
Procedure B - Summer Infiltration HTM Calculation
1. Summer infiltration AVF
0.4 ach x 18919 ft3
2. Summer infiltration load
1.1 x126 cfm x 18
3. Summer infiltration HTM
2502 Btuh / 346 ft2
x 0.0167 =
OF Summer TD =
Total window =
and door area
126 cfm
2502 Btuh
7.2 Btuh/ft2
Procedure C - Latent Infiltration Gain
0.68 x43 gr/lb moist.diff. x 126 cfm = 3727 Btuh
Procedure D - Equipment Sizing Loads
1. Sensible sizing load
Sensible ventilation load
1.1 x 50 cfm vent. x 18 OF Summer TD = 990 Btuh
Sensible load for structure (Line 19) + 27469 Btuh
Sum of ventilation and structure loads = 28459 Btuh
Rating and temperature swing multiplier x 0.98
Equipment;sizing load - sensible = 27890 Btuh
2. Latent sizing load
Latent ventilation load
0.68 x 50 cfm vent. x 43 gr/lb moist.diff. = 1474 Btuh
Internal loads = 230 Btuh x 5 people + 1150 Btuh
Infiltration load from Procedure C + 3727 Btuh
Equipment sizing load - latent = 6351 Btuh
Construction Quality is: a No. of Fireplaces is: 0
Bold/italic values have been manually overridden
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
wroghtsoft Right -Suite Residential TM 5.0.58 RSR26014 2001-Nov-13 12:04:34
r_Ck E:\Files\morrison\BROOKWOOD 2-den\1971.rsr Page 1
RIGHT-J WORKSHEET
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: 1971 11/13/01
log COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
1
MANUAL J: 7th Ed.
Name of room Entire House DINING/FOY LNDRY
6.0 ft
BED 3
25.0 ft
2 Length of exposed wall 219.0 ft 34.0 ft
20.0 x 14.0 ft 7.0 x 7.0 ft 14.0 x 12.0 ft
3
4
Room dimensions
Ceiings Condit. Option 9.6 ft heat/cool d 9.4 ft heat/cool 9.4 ft heat/cool 9.4 ft heat/cool
TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh)
Htg Clg
Area
ftZ)
Load (Btuh)
Htg Clg
EXPOSURE N0. Htg Clg ftZ) Htg Clg ft2) Htg Clg ft2)
5 Gross a 14E 4.6 2.1 1812 220
120
0
56 h'
110
140
Exposed b 13 3.2 1.2 316
0 0 0
walls and c 12 2.9 1.9 0
0 0
partitions d 0.0 0.0 0 h"#" 0
0 k#k 0 0
e
f
0.0
0.0
0.0
0.0
0
0 0 0 0
6 Windows and a 1C 37.0 243 8974 57 2099 0
0
0
0
16 591
glass doors b 8C 37.0 64 2365
k«*
0
0
0
0 0 0 0 0
Heating c 9C 38.7 0 0*«+*
0 0 0 0 0+#+# 0 0****
d IC 37.0
0.0
0
0 0 0 0 kk 0 0 k+# 0 0
e
f 0.0 0 0 0 0 0 0 0 0
7 Windows and North 29.4 19 553 19 553 0
00
0
00
0
00
0
0
g lass doors NE/NW 39.4 195 7683 38 14977 k«+« 0
Cooling E/W
SE/SW
0.0
47.4
0
93
0
4408
0
0 0 0 0 16 758
0
South 0.0 0"** 0 0**`#
k##«
0
0
0*"`
0
0
0
0
0 0
Horz 0.0 0 0 0
8 Otherdoors_. a 10 14.7 9.9 39 574 388 20 294 199 19 280
0
189
0
0
0
0
0
0
0
b 0.0 0.0 0 0 0 0
0
0
0
0
0
0
0 0 0 0 0 0
c 0.0 0.0 0 0 0
9 Net a 14B 4.6 2.1 1486 6846 3059 143 660 295
140
0
37
0
117
0
43
94
140
433
441
194
164
exposed b 13C 3.2 1.2 297 936 347 120 378
0 0 0 0 0 0
walls and c 12C 2.9 1.9 0 0
0
0
0
0
0
0
0
0
0 0 0 0 0 0 0
partitions d 0.0
0.0
0.0
0.0
0
0 0 0 0 0 0 0 0 0 0 0 0
e
f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
10 Ceilings a 16G 1.1 1.4 1971 2081 2732 280 296 388 49 52 68
0
168
0
177
0
233
0
b 0.0 0.0 0 0 0 0
0
0
0
0
0
0
0
0
0 0 0 0 0
c
d
0.0
0.0
0.0
0.0
0
0
0
0
0
0 0 0 0 0 0 0 0 0 0
e 0.0 0.0 0 0 0 0 0 0 0
0
0
0
0
0
0
0
0
0
0
0
f 0.0 0.0 0 0 0 0 0 0
11 Floors a 22A 25.9 0.0 219 5676 0 34 881 0 6 156 0
0
25
0
648
0
0
0
Note: room b 0.0 0.0 0 0 0
0
0
0
0
0
0
0
0
0
0
0 0 0 0 0
perimeter
is displ.
c
d
0.0
0.0
0.0
0.0
0
0
0
0 0 0 0 0 0 0 0 0
0
0
0
0
0
for slab a 0.0 00
0.0
0 0 0
0
0
0
0
0
0
0
0
0
0
0
0
0 0 0 0
floors) f 0.0 0 0
12 Infiltration a 25.7 7.2 346 8897 2502 77 1976 556 19 489 137 16 412 116
13 Subtotal loss=6+8..+11+12 36349 6584 1092
0
2703
0 k«
Less external heating 0 0
0 0 k« 0
14
Less transfer
Duct loss 10° 3635 10° 658
k«
101
k
109
1202
100 270
297315Totalloss = 13+14 39984 7243
16 Int. gains: People @ 300 5 1500 1
0#**`
300
0
0
1
0
600
0
0**art
0
0
17
A I 1200PP . @
Subtot RSH gain=7+g..+12+16
2` 1800
24970 3928 1037 kk+
kk+*
1464
0
Less external cooling 0
0
0
0
k« 0
0 k« 0
18
19
Less transfer
Duct gain
Total RSH gain=(17+18)*PLF
10°
1.00
2497
27469
10°
1.00
393
4321
10°
1.00
104
1141
10°
1.00
146
1611
20 Air required (cfm) 1200 1200 217 189 36 50 89 70
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
wr gF tso Ft Right -Suite ResidentialTm 5.0.58 RSR26014 2001-Nov-13 12:04:34
ACCA E:\Files\morrison\BROOKWOOD 2-den\1971.rsr
Page 1
RIGHT-J WORKSHEET
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: 1971 11113/01
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
1
MANUAL J: 7th Ed.
Name of room BED 2/BATH MSTR BATH MSTR BED GREAT RM
2 Length of exposed wall 12.0 ft 13.0 ft 40.0 ft 36.0 ft
3 Room dimensions 12.0 x 14.0 ft 13.0 x 18.0 ft 18.0 x 14.0 ft 22.0 x 14.0 ft
4 Ceiings Condit. Option 9.4 ft heat/cool 9A ftheat/cool 9.4 ft heat/cool 10.0 ftheat/cool TYPE OF
CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO.
Htg Clg ft') Htg I Clg ft') Htg Clg ftZ) Htg I Clg ft') Htg Clg 5 Gross
a 146 4.6 2.1 113 122 376 360 Exposed b
13 3.2 1.2 0 0 0 0 walls and
c 12C 2.9 1.9 0 0 0 0 partitions d
0.0 0.0 0 0 0 0 e 0.
0 0.0 0 0 0 x. 0 f 0.
0 0.0 0 0 0 6 Windows
and a 1C 37.0 16 591 23 850 55 2033 0 0 glass doors
b 8C 37.0 0 0 0 0 hR* 0 0 64 2365 r«* Heating
c
9C 38.7 0 0` 0 0` 0 0 0 0 d 1
C 37.0 0 0 0 0 0 0 0 0 e 0.
0 0 0***' 0 0**** 0 0***« 0 0**`* f0.0
0 0 0 0 0 0 0 0 7 Windows
and North 29.4 0 0 0**" 0 0**** 0 0**** 0 glass doors
NE/NW 39.4 0 0 0 0 55 2167 64 2522 Cooling E/
W 0.0 0**** 0 0* 0 0`*** 0 0* 0 SE/SW
47.4 16 758 23 1090 0 0 0 0 South 0.
0 0**" 0 0**** 0 0**`* 0 0*"* 0 Horz 0.
0 0***` 0 0**** 0 0*"* 0 0*"* 0 8 Other
doors - a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 0.
0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.
0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net
a 14B 4.6 2.1 97 446 199 99 457 204 321 1479 661 296 1364 610 exposed b
13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 walls and
c 12C 2.9 1.9 0 0 0 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
partitions
de0.
0
0.0
0.0
0.0
0 0
0
0 0 0 0 0 0 0 0 0 0 fj 0.
0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings
a 16C 1.1 1.4 168 177 233 234 247 324 252 266 349 308 325 427 b 0.
0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.
0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.
0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.
0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.
0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors
a 22A 25.9 0.0 12 311 0 13 337 0 40 1037 0 36 933 0 Note: room
b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c
0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ.
d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab
a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f
0.0 0.0 101 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration
a 25.7 7.2 16 412 116 23 592 166 55 1415 398 641 1647 463 13 Subtotal
loss=6+8,.+11+12 1938 2483 6230 6634 Less external
heating 0 0 0 0 Less transfer
0 0 0 0 14 Duct
loss 100 194 100 248 100 623 100 663 15 Total
loss = 13+14 2131 2731 6853 7298 16 Int.
gains: People @ 300 0 0 0 0 1 300 3 900 Appl. @
1200 0**** 0 0***` 0 0**** 0 0 0 17 Subtot
RSH gain=7+8..+12+16 1306 1785 3875 492 Less external
cooling 0 0 0 0 Less transfer
0 0 0 0 18. Duct
gain 100 131 100 179 100 388 100 492 19 Total
RSH gain=(17+18)*PLF 1.00 1437 1.00 1964 1.00 4263 1.00 5413 20 Air
required (cfm) 64 63 82 86 206 186 219 236 Printout certified
by ACCA to meet all requirements of Manual J 7th Ed. wr ghtsoFt
Right -Suite Residential TM 5.0.58 RSR26014 2001-Nov-13 12:04:34 ACCK E:\
Files\morrison\BROOKWOOD 2-den\1971.rsr Page 2
RIGHT-J WORKSHEET
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: 1971 11/13/01
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
MANUAL J: 7th Ed.
21Room of room
Length of exposed wall
BRKFST
10.0 ft
KIT
12.0 ft
DEN
31.0 ftjName3dimensions10.0 x 20.0 ft 12.0 x 12.0 ft 14.0 x 12.0 ft
4 Ceiings Condit. Option 10.0 ft heat/cool 10.0 ft heat/cool 9.4 ft heat/cool
TYPE OF CSI HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area
EXPOSURE NO. Htg Clg ft2) Htg I Clg ft') Htg I Clg ft2) Htg Clg Htg Clg
5 Gross a 14B 4.6 2.1 100 120 291
Exposed b 13C 3.2 1.2 0 0 0
walls and c 12C 2.9 1.9 0 0 0
partitions d 0.0 0.0 0 0 0
f 0.0 0.0 0 0 0
6 Windows and a 1C 37.0 R 38 1404 0 0 38 1404
glass doors b 8C 37.0 0 0**rt 0 0'*' 0 0
Heating c 9C 38.7 0 0 0 0 0 0
d 1 C 37.0 0 0 0 0 0 0
e 0.0 0 0 0 0 0 0
f0.0 0 0 0 0 0 0
7 Windows and North 29.4 0*"* 0 0**'* 0 0**** 0
glass doors NE/NW 39.4 38 1497 0 0 0 0
Cooling ENV 0.0 0**** 0 0**" 0 0 0
SE/SW 47.4 0 0 0 0 38 1801
South 0.0 0"** 0 0**" 0 0**** 0
Horz 0.0 0**" 0 0**" 0 0*"* 0
8 Other doors . a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0
b 0.0 0.0 0 0 0 0 0 0 0 0 0
c 0.0 0.0 0 0 0 0 0 0 0 0 0
9 Net a 14B 4.6 2.1 62 286 128 120 553 247 253 1168 522
exposed b 13C 3.2 1.2 0 0 0 0 0 0 0 0 0
walls and c 12C 2.9 1.9 0 0 0 0 0 0 0 0 0
partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0
e 0.0 0.0 0 0 0 0 0 0 0 0 0
f 0.0 0.0 0 0 0 0 0 0 0 0 0
10 Ceilings a 16C 1.1 1.4 200 211 277 144 152 200 168 177 233
b 0.0 0.0 0 0 0 0 0 0 0 0 0
c 0.0 0.0 0 0 0 0 0 0 0 0 0
d 0.0 0.0 0 0 0 0 0 0 0 0 0
e 0.0 0.0 0 0 0 0 0 0 0 0 0
f 0.0 0.0 0 0 0 0 0 0 0 0 0
11 Floors a 22A 25.9 0.0 10 259 0 12 311 0 31 804 0
Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0
perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0
is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0
for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0
floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0
12 Infiltration a 25.7 7.2 38 978 275 0 0 0 38 9781 275
13 Subtotal loss=6+8..+11+12 3138 1016 4531
Less external heating 0 0 0
Less transfer 0 0 0
14 Duct loss 100 314 100/1 102 100 453
15 Total loss = 13+14 3452 1118 4984
16 Int. gains: People @ 300 0 0 0 0 0 0
Appl. @ 1200 0 0 1 1200 0 0
17 Subtot RSH gain=7+8..+12+16 2177 1647 2831
Less external cooling 0 0 0
Less transfer 0 0 0
18 Duct gain 100 218 100 165 100 283
19 Total RSH gain=(17+18)*PLF 1.00 2395 1.00 1811 1.00 3114
20 Air required (cfm) 104 105 34 79 150 136
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
wr ghtsoi t Right -Suite Residential TM 5.0.58 RSR26014 2001-Nov-13 12:04:34
ACCta E:\Files\morrison\BROOKWOOD 2-den\1971.rsr Page 3
RIGHT-J WINDOW DATA
l
DEL AIR HEATING,AIR CONDITIONING,R Job: 1971 11/13/01
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
W S D W G L S S O N A S O O W C W S
N K I A L O T H V G N H V V H H N H
D Y R L A W R A H L G C R R G T A A
W L Z E M D G Z L O X Y T M R R
DINING/FOY
a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 39.4 38.0 0.0
a n sw a c n 0 n 1 1 90 1.0 10.0 1.0 6.8 76.4 6.8 6.8
a n sw a c n 0 n 1 1 90 1.0 10.0 1.0 3.0 76.4 12.0 12.0
LNDRY
BED 3
a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 0.0
BED 2/BATH
a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 0.0
MSTR BATH
a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 23.0 0.0
MSTR BED
a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0
a n nw a c n 0 d 1 1 90 1.0 23.0 1.0 5.0 39.4 23.0 0.0
GREAT RM
b n ne a c n 0 d 1 1 90 1.0 8.0 1.0 8.0 39.4 64.0 0.0
BRKFST
a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 39.4 38.0 0.0
KIT
DEN
a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 47.4 38.0 0.0
wnghtsoft Right -Suite ResidentialTM 5.0.58 RSR26014 2001-Nov-13 12:04:34
MCA E:\FilesVnorrison\BROOKWOOD 2-den\1971.rsr Page 1
25.1h 25sh
4' bath
to oaf
3' ..th
t ... f
Must have a minimum clearance of 4 Inches around the air hardier per the State Energy code. All duct has an r=G Insulation value.
011
r7
0
El LLJ
olCD
E:]
ryLO
0 o
0 D/ m
P) CD
Rating z0
U)
w >
z E
Ik- CO
1 0 5 Q
CD CL -i (n 0 0
i
111 3
5) INTERMEDIATE STILES FOR I1' w10E DOOR.
ATTACHED W/ TQ',-L-LOG (TOP Q BOn
AND URETHANE ADHESIVE (ALONG CENTER)
OR
5EE ECTION e'SAVAILABLE / I 1
Lwji
OF
OPTIONAL VENTS A OUTSIDE P.S..
INSIDE EIEVATION
NOTE I: VE.RRr'u Ieu 9 AR IW000 FRAUE OUIL ING51
FRONT FRAME WITH U
aASS
V1/2'z3' VG SCREWS ON 19` CENTERS. 1" OD. INN. ODORSUPTO7'-0' RICH CONSIST OF ((4) SECTIONS (SHGWNI. FRONTAM WASHER REWIRED. LAG SCREWS MAY BE COUNTERSUNK DOORSOVER7'-0" HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). BUT NOT REQUIRED) TO PROVDE A FLUSH MOUNTING SURFACE
HORIZONTAL JAMBS DO HOT TRANSFER LOAD. 2"
THICK IONAL 10 SCREW 25
GIL MIN. STEEL SKIN
COATED WITH G-40 MIN. GALVANIZING,
WED -ON PRIMER, AND
A BA(EO-ON POLYESTER TOP
COAT APPLIED TO BOTH SIDES
OF STEEL SKIN. SHIP
LAP JOINI 3'
TALL u-BAR 20
GAGALV. STEEL MIN.
YEILD STRENGTH: 50 Ld3"-
A
1-7/8" C== I
2
1 REVISIONS
NE:
I DATE: I ECN NO. I APPVD: DESCRIPTION 82
r 11/00 - MWW I ON (1) WAS (2) FOR TRACK BOLT HORIZONTAL
20
GA. MIN. END STILES ATTACHED TO DOOR DOOR SKIN
WITH PATENTED TOG-L-LOC SYSTEM TOP
BOTTOM Q CENTER). NEW
D
IS
GA CALV. STEFLAG BRACKET. EACH FASTENEDOILWOODJAMBWITH3) 5/
I6"11-5/8" WOOD LAG. SCREWS. LISTED11 M
DOUBLE TRACK TRACK CONFIGURATIONLOWHEADROOMISAVAILABLEAS
AN OPTION MEW'C"
S H GRfIT "L" 2" GN.
V. STEEL TRACK, e 0 ]6 MIN, TRAGICTHICKNESS:.060" LOLL( POSITION ®
TYP. 2-1/2"zl2 GA GA.V. STEELTRACK BRACKET. I— (BOOSIDES) i TWO POINTLOCIONGi (4) TRACK BRACKETS PER SIDE T. O
LHR TOP
BRACKET- REPORT#9606C
HOR ZONTAL C 3"
x
S GA U_BARS. DOUBLE TRACK U IN
A 2-1-2-1 LOW N enROO1I oPnW PATTERN (I.
E. TWO U-BARS ON BOTTOMSECTION, ONE U-
BARS ON NEXT SECTION, ETC.)
14xS/B' SHEET METAL SCREWS 0 1/
4k3/
4" SELF 0 TOPING
SCREWS.
14 CA
ENO HINGES lR NEw •e•
GA. INTFRMFnLeTE
HINGE NFW •C•
STOP MOULDING
BY ODOR INSTALLER (TO SUIT) 2.6
YELLOW PINE JAMB `20 GA. MIN. GALV. STEEL END STILE 20 GA
DALY. STEEL INTER. STILE 1/8"
ACRYUC LITE Mom' MOLDED INSIDESjFCe—BtLN a—BLITERETAINER _
12 ST GD T STEEL WOO TRACKjBz3/4" PAN HEAD SCREW WITH ONE FASTENED 8 W000 ,WAIN 10 SCREWSPERLITE) 3 8 z4 SLEEVE ANCHORS ON 21 CENTIUtS (1 90 WTIIi ONE 5/IB"PER TRACK LAG SCREWBLOCK) OR24" CENTERS (ON P51 MIN. CONCRETE) 0R PER TRACK BRACKET. SNAP LATCH
ENGAGES TAPCON SCREWS W 17-1/2" CENTERS (2.000 7/16 I.D. ROUND PUSHN T PSI MIN.
CONCRETE). WASHERS INCLUDm WITH FASTENER (ONE PER ROLLER) 18 CA CALV. STEEL CENTER MNGE RglER RACKET.
EACHONE SNAP ONTO VERTIUCHTAKSLEEVEANCHORS. I" O.D. MIN. WASHER REWIRED 2• GALy STEEL TRACK FASTENED TO 14 GA GN.V. STEEL ROLLER HINGES FASTENED TO INTER. STILES W(4) BPACKET ATTACHED
W/(4) EACH SIDE OF DOOR. WITH TAPCONS. ANCHORS MAY HE COUNTERSUNK 12 GA GA.V STEELTRACK BRACKETS. FASTENED TO END STILES EACH W/(4) Ii4z5/8" SHEET METAL SCREV/5. INTER. STILE (
BUT NOT REWIRED) TO PROVIDE A FLUSH! TRACK ATTACHED TO EACH BRACKET IlxS 8 SHEET METAL SCREWS ANb SCREWS." SHEETMETALMOUNTINGSURFACE. HORIZONTAL JAMBS DO NOT WITH ONE 1/4"z5/8" BOLT h NUT (!) 1//4"x3/4" SELF TAPPING SCREWS PER ENO HINGE TRANSFER LOAD. OR 1TV0 I/4" OW RIVETS. OUTSIDE KEYED
HANDLE END2" DAW SHORT'STEM. 10 BALL STEEL ROLLER. I! GI
GE. STEEL ENO STILE ENO
MINCE.
EN STILE JAMB CONFIGURATION MARK WESTERFIELD. P.E. FASTENED TO
ENO - INTER. PREPARATION OF JAMBS BY OTHERS. SECTION C-C FLORIDA P.E. j48l95 STILES METAL
REWS8" INSIDE FONDLE NORM CAROLINA P.E. #23832 SHEET METALSCREWSQ (4)
I/4"x3/4" SELF Ol]TSIOE NEYEO LOCK LOCK BAR ' TAPPING SCREWS.
SNAP IATCH IOCK OPTION ENGAGES IN DESIGN LOADS: +24.0 PSF & -24.5 PSF TRACK ONNOTE2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS OUTSIDE EACH
SIDE SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF TEST LOADS: +36.0 PSF & -37.0 PSF 3" TALL
z 20 CA GKV. STEEL U-BAPS END SUOE BOLT HANDLE OF DOOR. REWITH HANDLE FORTHEBUILDING OR STRUCTURE AND IN ACCORDANCE CURRENT BUILDING CODES
FOR THE LOADS LISTED ON owoNAL oRAANS A¢ SCNp]) N BLIE IN A BOTTOMIPATTERN (I.E. TWO UNEXT SRIE LOCI( ENGAGES L THIS DRAWINGnR wIH - sF, BELW55). DART NO.: ON BOTTOM SECTION,
W U-BART ON NEAP INTO VERTICAL . WITH ETC.). EACH
U-
FOR ATTACHED TRACK. ONE NOTICE Unleaa Staled Otherwise -312 Walnut SL S61s 1600 WITH 1/4"x3/t" SELF TAPPING SCREWS LOCI( ON oLRSip_ KE12"0 LOCK Confgen6ol/PropriAlary N/ormaaon IDEAL Cincinnati, OH 45202 PER STILE LOCATION. EACH SIDE of OOPAY BULdMG PRODUCTS CO. TOLERANCES are Tel. No. I-513-)01-4600 OF DOUR. I'b•a aWgib' ai°!„ ,4.8 .0 f.03 W+ma o ui F. No. I-513-762-3519 FN$IOES! InE
g0 mRG owlbN.. or Ji.40utM LOCK ovnoN ,IlNovt
In pdo eRa..ae. Falbn to .00 = t.015 DESCRIPTION: MODEL 6R5T W4 16-0 x 8-0t 24/-24.5 DESIGN LOAD Rbawwa Nis ,wuR.
moy r.aun la .000 = t.005 13 CA GALV. STEEL BOTTOM BRACKET. Ilabnity Low AwW aome9.a Ana .0000 = t.001 _ DRAWN BY: BMM DATE: 4/18/00 SCALE: NTS DWG. ATTACHED WITH IOj14x5/8"
SHEET
META. SCREWS. + Z Id Aa Angle U,erNrom.
R
ALUMINUM EXTRUSION z
lJl Degrees = t 1/2' CHECKED BY: MWW DATE: 4/18/00 SHEET 1 OF 1 SIZE LJ Q NNri WEATHERSTRIP. / Third Angle Unleaa Stat d Oth rw' cloon Projection DIMENSIONS
ARE
IN IW&IES. DWG. NO.: 102138 1 REV. NO. 1 3 2 RAIKU
C01I.-M l -BUILDINGDIV. 16X% 1 A
w S
MODEL: 6RST (25 GA. STEEL SKIN)
MODEL: 4RST (24 GA. STEEL SKINS LISTEDOPTIONALOSRGLASSOR
1/8" ACR' UC LITES AVAILABLE
1) INTERMEDIATE STILE (
SEE SECTION B-B)
ATTACHED W/ TOG-L-LOG TOP & BIL) 20 GA. MIN. END STILES ATTACHED TO DOOR
SKIN WITH PATENTED TOG). LOG SYSTEMANDURETHANEADHESIVE (ALONG CENTEq) I
D ( r- --A TOP,'BOTTOM &CENTER). melff f
l O
o;
o]
O
r3
3
m
O
REPORT#9606C
25 GA. MIN. GALV./
LOCK POSITION
BOTH SIDES)
STEEL SKIN COATED
WITH A BAKED -ON PRIMER,
TWO POINT LOCKING AND A BAKED -ON PO(YESTER
TOP COAT APPLIED TO BOTH
SIDES OF STEEL SKIN.
ONE 3" TALL x
r 1
2
DATE: ECN NO. A
Inn -
2' THICK 3" TALL U-BAR
20 GA. GALV. STEEL
3"
16 GA GALV. STEEL TOP
ROLLER BRACKET. EACH
BRACKET ATTACHED W/(3)
114x5/8- SHEET METALSCREWS. Hx
i-SHIP LAP JOINTS.
ca-
x
14 GA GALV. STEEL 0OpENDHINGEEACH
FASTENED TO END
STILES W/(4) /14x5/8- II
REVISIONS
D: - DESCRIPTION
OTY (1) WAS (2) FOR TRACK BOLT
20 GA U-BAR (50 KSI) SHEET METAL SCREwsPERDOORSECTION. END SLIDE BOLT h (4) 1/4'x3/4' SELF x "
ISTILELOCKENGAGESTAPPINGSCREWS.' w
INTO VERTICAL =
HORIZONTAL TRACK SUPPORT BY
DOOR INSTALLER (TO SUIT)II D
13 GA. GALV. STEEL FLAG BRACKET.
EACH FASTENED TO WOOD JAMB WITH
3) 5/16"x1-5/8" WOOD LAG SCREWS.
NOTE: DOUBLE TRACK
TRACK CONFIGURATION LOW HEADROOM IS
AVAILABLE AS AN OPTION
DOORHEIGHT "L"
6 -6 70
l- 2" GALV. STEEL TRACK, 7 -0 76
MIN. TRACK THICKNESS: .060" 7 _g g
8 -0 88
TRACK. ONE - U
r
TYP. 2-1/2"xl2 GA. GALV. STEEL TRACK BRACKET.
LOCK ON 3' TALL x 20 GA GALV. z 4 TRACK BRACKETS PER SIDE.
EACH SIDE STEEL -BAR. ONE U-BAR Z ( )
PER SECTION. EACH U-BAR ATTACHED WOFDOOR. WITH TWO 1/4'x3/4' SELF TAPPING o LHR TOP BRACKETLASCREWSPERSTILELOCATION.
INSIDE SLIDE BOLT DOUBLE HORIZONTAL
TRACK14x5/8" SHEET METAL SCREWS LOCK OPTION
NOTE 1
FRONT FRAME WITH U.V. DOORS UP TO 7'-0" HIGH CONSIST OF 4) SECTIONS (SHOWN). COATING ON OUTSIDE SURFACEDOORSOVER7'-0' HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). DOUBLE TRACK
13 GA GALV. STEEL BOTTOM LOW HEADROOM OPTION
00 O VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS): BRACKET. ATTACHED WITH TWO n
1/4"x314" SELF 1/2"x3" LAG SCREWS ON 24" CENTERS. 1" O.D. MIN. /14x5/8 SHEET METAL SCREWS. I
O WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK SSB GLASS OR OPTIONAL 10 SCREW
TAPPING SCREWS. (
BUT NOT REQUIRED TO PROVIDE A FLUSH MOUNTING
ALUMINUM EXTRUSION 1/8" ACRYUC LITE WINDOW UTE _
1.4 GA. END HINGES 18 GA. INTERMEDIATE HINGE ) & VINYL WEATHERSTRIP. SECTION B-B
VIEW "B" VIEW „C" SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. SECTION A -A !SIDE VIEW) Sx3/4" PAN HEAD SCREW
VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR (10 SCREWS PER LITE) END
2.000 PSI MIN. CONCRETE COLU9 , MOLDED INSIDE STILE
STOP MOULDING BY DOOR INSTALLER (i0 SUIT) 3/8"x4" SLEEVE ANCHORS ON 24" CENTERS (BOTH UTE RETAINER INTER.142x6YELLOWPINEJAMB20GA. MIN. GALV. STEEL END STILE C-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR - .o . - - IT11E
1/4"x4" TAPCON SCREWS ON 24" CENTERS (2,000
20 GA. GALV. STEEL INTER. STILE PSI MIN. CONCRETE). WASHERS INCLUDED WITH
SLEEVE ANCHORS, I" O.D. MIN. WASHERS REQUIRED
WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE
12 GA. CALV. STEEL TRACK (BUT NOT REQUIRED) TO PROVIDE A FLUSHBRACKETSFASTENEDTOWOODJAMBMOUNTINGSURFACE. HORIZONTAL JAMBS DO NOT
WITH ONE 5/16"xl-5/8" LAG SCREW TRANSFER LOAD. OUTSIDE KEYED
18
PER TRACK BRACKET. \ HANDLE
GA. CALV. STEEL CENTER HINGE
FASTENED TO INTER. STILES W/(4) i414x5/8" Swl'I'T ul TAI crPPwc
II IFII IIIII®II
i i
INNER ImMilirmill-I 1
1
I IIFMbmllIII,rMIl
Il ll ll11,1l lullmIL
LOCATION OF0TIONAL. VENTS I
I
2" GALV. STEEL TRACK FASTENED TO 14 GA. CALV. STEEL ROLLER HINGES
12 GA. GALV. STEEL TRACK BRACKETS. FASTENED TO END STILES EACH W/(4)
TRACK ATTACHED TO EACH BRACKET #14x5/8" SHEET METAL SCREWS AND
WITH ONE 1/4"x5/8" BOLT & NUT (4) 1/4"x3/4" SELF TAPPING SCREWS PER END HINGE.
OR TWO 1/4" DIA. RIVETS.
PREPARATION OF JAMBS BY OTHERS. 2„ DIA. SHORT STEM, 10 BALL STEEL ROLLER.
JAMB CONFIGURATION
SECTION C-C
NOTE 2, THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS
SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF
RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE MARK WESTERFIELD, P.E. l
WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON FLORIDA P.E. 48499THISDRAWING.
NORTH CAROLINA P.E.23832
4 1 -1
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON
EACH SIDE OF DOOR.
OUTSIDE
HANDLE
LOCK BAR
ENGAGES IN
TRACK ON
EACH SIDE
OF DOOR.
i1 — END I I, - STILE OUTSIDE KEYED LOCK
INSIDE HANDLE
LOCK BAR LOCKING -
DESIGN LOADS: +25.0 P.S.F. & -32.0 P.S.F.
OUTSIDE KEYED LOCK TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F.
SNAP LATCH LOCK OPTIQd
ea01°Oc amp °N'w"'+sc"o sriL Raooss°11. B11F PART NO.: -
caaaaeaual/ ZT-K lmy r,1«m°u°a U°leaa Slated Otharwiaee 312 Walnut St. Suite 1600IDEALCincinnati, OH 45202amwAYouuCINaPTeaoucrsm.
b mnlained nermn ww may ml
w awae.d. aeed, dapeaae.d,
made a"dkMa, ar aawuata•
TOLERANCES ar
0 = t.03
Tel. Na. I-5i3-391-48U0
y ompapyri Fax No. I-513-762-3519' -
j INoul la prior °anaeae. Einar. w
am.,.. InH ,aca. may reams maaniiFjEaraard°'"°„' °"d
00 = f .015-
000 = t .005
t.001
DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD
DRAWN BY: BMM DATE: 4/18/00 SCALE: NTS DWG. T- Z£ C7 laa„, reamu°• inere,am.
Third Angle
a000
De reel = t 1 2' 9 / CHECKED BY: MWW DATE: 4/t8/00 SHEET 1 OF 1 SIZE L
Projection oulErisloNsn INir±othcHEs. DWG. NO.: 102137 REV. NO. 1
2 PT#Git ,I Agr!r
q
e4%9 Rea I -TV SgRRa8 5q.RMars aa.. wea
ommo
UMMIHISMI, %--uul a a PH.
C
i
V
C
w
0 3
ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION.
ATTACHED W/ TOG-L-LOC & URETHANE ADHESIVE
MAX. WIDTH: 18'0"
INSIDE ELEVATION
A
OPTIONAL DSB OR
1/8" ACRYLC GLASS
LITE SECTION
SEE SECT. B-B)
MAX HEIGHT: 8'O"
2
SBI
O
PST&ES1
REVISIONS
2` THICK
TWO POINT
A
LOCKING REQUIRED
4).#14x5/8" SHEET
METAL SCREWS
END
SLIDE BOLT
LOCK ENGAGES
STILE INTO VERTICAL
TRACK. ONE
LOCK ON
EACH SIDE
NOTE:
DOORS UP TO 7'-0" HIGH CONSIST OF 4) SECTIONS (SHOWN).
DOORS OVER 7'-0` HIGH CONSIST OF (5) SECTIONS (NOT SHOWN).
END
STILE
INTER. SDLE
OF DOOR.
INSIDE SLIDE BOLT
TA ING S /
4" SELF LOCK OPTION
TAPPING SCREWS v
T FRAME WITH U.V.
NG ON OUTSIDE SURFACE. OUTSIDEHANDLE 14 GA. END HINGE 18 GA INTERMEDIATE HINGE
LOCK BAR
ENGAGES IN
OUTSIDE KEYED LOCK TRACK ON
LOCK BAR LOCKING EACH SIDE
DSBSS OF DOOR.
MOLDED INSIDE OR 1/8" ACRYLIC GLASS N8x3/4" PAN HEAD SCREW
LITE RETAINER.
SECTION B
LA (10 SCREWS PER LITE)
10 SCREW WINDOW LITE
VERTICAL JAMB ATTACHMENT WOOD FRAME BUILDINGS):
HORIZONTAL TRACK SUPPORT BY 1/2"x3" LAG SCREWS ON I CENTERS. 1" O.D. MIN.
WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK
VERTICAL IAMB ATTACHMENT (C- 0 BLOCK OR
2.000 PSI MIN. CONCRETE COLUMN):
3/8"x4" SLEEVE ANCHORS ON 18" CENTERS (C-90
BLOCK) OR 23" CENTERS (2,000 PSI MIN. CONCRETE) OR
1/4"x4" TAPCON SCREWS ON 14-1/2` CENTERS (2,000
PSI MIN. CONCRETE). WASHERS INCLUDED WITH
SLEEVE ANCHORS, 1" O.D. MIN. WASHER REQUIRED
WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK
BUT NOT REQUIRED) TO PROVIDE A FLUSH
TRANSFER LOADACE. HORIZONTAL JAMBS DO NOT
2x6 JAMBDOORINSTALLER (TO SUIT) (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING
SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD.
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK. 12 GA. GALV. STEEL TRACK
13 GA. GALV. STEEL FLAG BRACKET. ONE SNAP LATCH ON BRACKET FASTENED TO WOOD-/
EACH FASTENED TO WOOD JAMB WITH EACH SIDE OF DOOR. JAMB WITH ONE 5/16"xl-5/8"
3) 5/16"x1-5/8" WOOD LAG SCREW. INTER, STILE WOOD LAG SCREW PER BRACKET.
TRACK CONFIGURATION
OUTSIDE KEYED 2" GALV. STEEL TRACK
ca FASTENED TO TRACK BRACKETS.
i END EACH BRACKET ATTACHED WITH ONE
OPTIONAL STOP MOULDING BY DOOR
INSTALLER (TO SUIT).
16 GA. GALV. STEEL END STILE
20 GA. GALV. STEEL CENTER STILE
DESCRIPTION
12 GA. GALV. STEEL TOP ROLLER
BRACKET. EACH BRACKET ATTACHED
W/(4) O14x5/8" SHEET METAL SCREWS. ADJUSTABLE SLIDE ATTACHED TO TOP
BRACKET WITH (2) 1/4"xl/2" BOLTS
AND NUTS PER BRACKET.
SECTION A -A (SIDE VIEW)
ONE 4"xl6 GA. TALL C-CHANNEL PER DOOR
SECTION. ONE 1/4"x3/4" SELF TAPPING
SCREW PER STILE LOCATION.
SHIP LAP JOINTS.
14 GA. GALV. ROLLER HINGE.
EACH HINGE FASTENED TO
END STILES W/(4) #l4x5/8"
SHEET METAL SCREWS AND
4) 1/4"x3/4" SELF TAPPING
SCREWS. (SEE VIEW "B`)
1/4" WIDE MIN. x 16 GA. GALV.
STRAP. (5) PER DOOR SECTION (6
STRAPS ON LOCK SECTION). EACH
STRAP ATTACHED W/(3) 1/4"x3/4"
SELF TAPPING SCREWS (TWO SCREWS
TO DOOR, ONE SCREW TO C-CHANNEL).
25 GA. MIN. EXTERIOR SKIN WITH G-40
GALVANIZING, BAKED -ON PRIMER AND.A
BAKED -ON POLYESTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL SKIN.
13 GA. GALV. STEEL BOTTOM BRACKET.
ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS.
ALUMINUM EXTRUSION & VINYL WEATHERSTRIP.
18 GA. GALV. STEEL CENTER HINGE
l FASTENED TO CENTER STILE W/(4)
EACH #14x5/8" SHEET METAL SCREWS.
2' STEEL ROLLER WITH PUSH NUT
THE DESIGN OF THE SUPPORTING STRUCTURAL
ELEMENTS ARE THE RESPONSIBILITY OF THE
BUILDING ENGINEER OR ARCHITECT OF
RECORD FOR THE LOADS SHOWN ON
THIS DRAWING.
IJ
N
i
HANDLE STILE 1/4 x5/8 BOLT & NUT OE / HARK WESTERFIELD, P.E. 0 DOOR TWO 1/4` RIVETS. L14 GA. GALV. STEEL ROLLER HINGE FLORIDA P.E. /48495oHEIGHT "L` INSIDE HANDLE FASTENED TO END STILES W/(4) EACH soutH catouNA P.E. /23832
2" GALV. STEEL TRACK, 7 -6 76 OUTSIDE KEYED LOCK 14x5/8" SHEEP METAL SCREWS AND
SNAP LATCH LOCK OPTION 4) 1/4"x3/4" SELF TAPPING SCREWS. DESIGN LOADS: +25.0, -25.0 PSF
TRACK THICKNESS: .060" 7 _6 8 TEST LOADS: +37.5.0, -37.5 PSF
L•
8 -0 88 PREPARATION OF JAMB BY OTHERS JAMB CONFIGURATION ORIGINAL DRAWINGS ARE SIGNED IN BLUE
INK Wf H A RAISED SEAL (EMe0ss). PART NO.: - n
LHR TOP BRACKET Nonce Unless St°tee otherwise 312 W*tIt SL Soile 1600 A
DOUBLE HORIZONTAL conne.°wI/Propn.tery ""°"°eudn IDEAL Cincinnati, OH 45202c TYP. 2-1/2"x12 GA. GALV. STEEL TRACK BRACKET. a aovAr 9usnlNe PRooucls co. TOLERANCES are Tel. Na. ti, O 38 5202Z (4) TRACK BRACKETS PER SIDE. TRACK Is .enmm.a h— end mm not tAum=aCcKmm Fax M. 1-513-762-35192b. di.°I.—I. °s.d, dnPee°tm, .0 = t.03
W ,ned. Wbl., a dielribet.d _
o NOTE: DOUBLE TRACK / / .1tit , uimau°.xn"a. F.,wt to .000 t.005
DESCRIPTION: MODEL 6RST W4 18-0 x 8-0: +25/-25 DESIGN LOAD
LOW HEADROOM IS -
i/,
j °cabal rw em ann,es.. e,w .0000 = t.Ool DRAWN BY: BMM DATE: 4/18/00 SCALE: NTS DWG. DOUBLE TRACKAVAILABLEASANOPTION Za/z a r.Hlu y w.nr,°,n.
LOW HEADROOM OPTION Degrees = tt/2' CHECKED BY: MAW DATE: 4/18/00 SHEET 1 OF 1 SIZE
Third Angle Unless Stated otherwiseProjectionDIMENSIONSAREININCHES. DWG. NO.: 102139 REV. NO. 0
1100 Ag
b
ME
4 3
MODEL: 6RST (-25 GA. STEEL SKIN
MODEL: 4RST (24 GA. STEEL SKIN) LISTEDOPTIONALDSBGLASSOR
1/8' ACRYLIC LITES AVAILABLE
SEE SECTION B-B)
1) INTERMEDIATE
STILE7 20 CA. MIN. END STILES ATTACHED TO DOORATTACHEDW/ TOG-L--LOG ((TOP & ER T) -' SKIN WITH PAT &
T)
TED OR-L-LOC SYSTEMANDURETHANEADHESIVE (ALONG CENTER) Ar. \ PI
hIAX. DOOR WIDTH 9'0"
j14x5/8" SHEET METAL SCREWS
REPORT#9606
25 GA. MIN. GALV.
POSITION STEEL SKIN COATED
SIDES) WITH A BAKED -ON PRIMER
DINT LOCKING AND A BAILED -ON POLYESTER
TOP COAT APPLIED TO BOTH
SIDES OF STEEL SKIN.
TALL x
U-BAR (50 KSI)
OOR SECTION. END SLIDE BOLT
STILE LOCK ENGAGE
INTO VERTICAL
T-1 —
NJ J LOCK SONIDEEACHSIDE
OF DOOR.
INSIDE SHOF D011"
LOCK OPTION
O NOTNOTF1 DOORS
UP TO 7'-0" HIGH CONSIST OF 4) SECTIONS SHOWN 00DOORSOVER7'-0" HIGH CONSIST OF (5 SECTIONS ( OT SIR 1
REVISIONS
N
xo. APPVD: DESCR. MWW
I QTY (1) WAS (2) FOR TRACK BOLT CE
CuuN Tl UI III F)It G L)EPARTPdENT' ORIZONTAL TRACK SUPPORT BY .. RFV1FVVLL ['I ANS DOOR INSTALLER (TO SUIT) D AI610UT.K ,. CF / N JOB SITE ANY
I-RRDRS Olt OI' n I(1N it,, TIIFSE PLANS
f;IiA.LI HF I, YYFTI
Ifd'I:L ICAULD (.. LiIREIkEIJTB 4!..
1( - AE-I)_MGNAGALV. STEEL FLAG BRACKET. 1114
C: [ I EACH FASTENED TO WOOD JAMB WITH 0 {
UL (3) 5/16"xl-5/8" WOOD LAG SCREWS. 1
U OM DOUBLE TRACK TRACK
CONFIGURATION LOW HEADROOM IS AVAILABLE
AS AN OPTION P \
V67 2" GALV STEEL TRACKSHEET IAETALSCREWSMIN. TRACK THICKNESS: .060' k (
4) i/ft3/4' SELF i L 8 -0 88 TAPPING
SCREWS.ED c'JC TYP. 2-1/2"x12 GA. GALY. STEEL TRACK BRACKET. TALL .
20 Ga GALV. z (4) TRACK BRACKETS PER SIDE. FEELU-OAR. ONE u-B.aR - z R
SECTION. EACR U-BAR ATTACHED W flit
TWO 1/4'x3/4' SELF TAPPI14G Q LHR TOP BRACKET REWSPERSTILELOCATION. DOUBLE
HORIZONTAL TRACK
FRONT
FRAME WITH U.V. COATING
ON OUTSIDE SURFACE DOUBTF TRACK IOW
HEADROOM OPTION IE:
I DATE: 00
3"
TALL U-BAR 20
CA, GALV. S i3...
T
1-
7/8- I
SCREWS. _
lAP
JOINTS. W x14
GA. GALV. STEEL E14D
HINGE. EACH FASTENED
10 END STILES
W/(4) A14.5/6' O
1/
4"a3/4" SELF O
VI RL . JAhtf1 ATTACFIMFNT (WOOD FRAM( BIII LDINGSI1/2"x3" LAG SCREWS ON4 CENTERS. 1" O.D. I1111 1 7uunanuM 13
GA. GALV. STEEL BOTTOM O.
IiEr. ATTACHED WITH TWO ll 114x5/
D SHEET METAL SCREWS. I , OPTIO14AI 10 SCREW OTAPPINGSCREWS. WASHER REQUIRED. LAC SCREWS MAY BE COUNTERSUNK SSB GLASS OR EXTRUSIONWIIJDOY+ LITE. 14-
GA. AND HINGES 18 QA. INTFR DLA,TEFIIN BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING 7/8" ACRYLIC LITE krtl4riWEATHERSTRIP. SECTION R-B R'
SURFACE.
HORIZONTAL JA OS DO NOT TRANSFER LOAD. A -A SIDE ylfwl VIEWVIEWS,E,C,TIONVFRTICAL
JAMB6TTACHMENT (C-90 BLCICK OR 8x3/
4" PAN HEAD SCREW 10
SCREWS PER LITE) MOLDED
INSIDE END STILESTOP
MOULDING B)• DOOR INSTALLER 7n
GA MIN GAI V. STFFI TO
SUIT) 3 6-O4P SLEEVE ANCHORS 01144L2 `CENTERS (BOTH FNDSI'II F CON!`RFT11 nn LITE
RETAINER INTER. c-
nlc-CEc STII F ITS 2x6
YELLOW PINE JAMB 12
GA. GALV. STEEL TRACK BRACKETS
FASTENED TO WOOD JAMB WITH
ONE 5/I8`sl-5/8" LAG SCREW PER
TRACK BRACKET. 2"
GALV. STEEL TRACK FASTENED TO - 12
GA. GALV. STEEL TRACK BRACKETS. TRACK
ATTACHED TO EACH BRACKET WITH
ONE 1/4`x 5/ 8` BOLT & NOT OR
TWO 1 /4" DIA. RIVL S. 1/
4"x4" 1APCON SCREWS ON 24" CENIE6'(2,000 20
GA. GALV. STEEL INTER. STILE? PSI
MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE
ANCHORS, I" O.D. MIN. WASHERS REQUIRED WITH
ANCHORS PRAT' BE COUNTERSUNK INTER. NOT
REQUIRED) BUTNOTREQUIREp) 10 PROVIDE A FLUSH MOUNTING
SURFACE. HORIZONTAL JAMUS DO NOT TRANSFER
LOAD. OUTSIDE KEYED HANDLE18
GA. CAL.V. STEEL CENTER HINGE ONTO
VERTICAL TRACK. ONE
SNAP LATCH ON EACH
SIDE OF DOOR. OUTSIDE
HANDLE
END
STLEFASTENED10INTER. STILES W/(h) I I OUTSiOF KFYFO ROCK N10.
x5/8" SHEET METAL SCRE LACK BAR LOCKIN 1.
4 GA. GALV. STEEL ROLLER HINGES G
FASTENED
TO END STILES EACH W/(4) _ t4
14x5/6" SHEET METAL SCREWS AND 1/
4"x3/4" SELF TAPPING SCREWS PER END HINGE., PRPPA..
AIION OF JAIIHS RY OTHFRS. -'- DIA. SHORT STEM, 10 BALL STEEL ROLLCR :. . JAM
TON CONFIGLIRAIj1 S _4sFQT10NC-OC-C NOTE" •2:
THE DESIGN OF THE SUPPORTING STRUCIURAL ELEMENTS r e..-- SHALL BE
THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR
THE BUILDING OR STRUCTURE AND IN ACCORDANCE ••' S '' `./ / (. 2s 7 MARK WESTERFIELD, P.E. WITH CURRENTBUILDINGCODESFORTHELOADSLISTEDONFLORIDAP.E. 48405 THIS DRAWING. NORTH CAROLINA P,E. N23832 4 1
3 u LOCK BAR
ENGAGES IN
TRACK ON
EACH SIDE
OF DOOR.
INSIDE HANDLE
DESIGN LOADS: +
25.0 P.S.F. & -32.0 P.S.F. OUTSIDF KEYED
LOCK TEST LOADS: +37.5 P.S.F. & -46.0 P.S.F. SNAP IATCH
LOCK OPTION fu41 U"Hw,li45K2AWI(L YI 0..VC 1MIN
A
w+:Lo :oL (OLW55). JPART NO.: NmlcE c
r
u /r P1I r lonnuy Unloss $latod
otlmrnisa r 7"
7
JI2 ft u(A Suite 16W LA CincinnOH45202rr
cLop&
Nuilic PRoouels Co. ee IuaoJ,
u.ad, duy4cul.d TOLERANCES o1.
e 0
t .03 III. 1
1Jiel. Nu. I-SI}-351-4800 auja ppp
owrAsL FoxIf.. 1-513-%62-3519 DESCRIPTION: MODEL
6RST W4 5-0 x 8-0. +25 -3'L DESIGNLOAD odv avayaWa, w dNGWuW 00 = t.015 lueeae i.
vWlluy uie,enum. 000D = t.00t Degrees = t
1/2' unless `Wlad
Olhorwisc DRAWN BY:
BhiM DATE: 4/18/00 SCALE. I4TS DWG. CHECKED BY:
MWY+ llA'1'E: 4/18/00 SHEET' 1 OP 1 SIZE I ThirdMgle + DWG. ND.:
102137 REV. N0. 1 Projnc0on DIIAEHSIONSPREININCITES. 2
ONE BY WOOD —
SUCK BY OTHERS
CAULK BETWEEN
FLANGE k BUCKWOODBUCK
CONCRETE OR
MASONRY OPENING
BY OTHERS
EXTERIOR
FINISHBYOTHERS
PERIMETER CAULK
BY OTHERS /
FLANGE TYPE J
WINDOW FRAME
HEADER
EXTE814B
WINDOWHEIGHT
FLANGE TYPE YWINDOWFRAME
SILL \
PERIMETER CAULKBYOTHERS
ONE BY WOOD
BUCK BY OTHERS
1 1 4 MIN. BUCK WIDTH EMBEDMENT
1 /4' SHIM - r— SHIM AS REO•D
FLANGE TYPE SPACE
MAXM
I (SEE NOTES)
WINDOW FRAME
JAMB d CONCRETE
OR MASONRY
IVOPENINGBY OTHERS
d `INSTALLATION
ANCHOR
3/16- DIA
4 TAPCON SHOWN
PERIMET
BY OTHE
CAULK BETWEEN
WOOD BUCK h
WINMAS•Y OPENING
BY OTHERS
EX.TERIOS CAUL( BETWEEN EXTERIORWINDOWFLFINISH
SECTION 2
WOOD BUCK BY OTHERS
WINDOW
WTH.
A 8 C
D E
J / K 2
WINDOW
HGT. F G
Q H I
CAULK BETWEEN WINDOW FLANGE
a, PRECAST SILL WITH VULKEM
PRECASR SILL----"*"*"**" ILL116 ADHESIVE CAULK OR - BY
OTHERS APPROVED EQUAL SECTION
1 f.
NERA. AINOTES: 1)
SHIM AS REO'0. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE
SHIM STACK TO BE 1/4-. 2)
WINDOW TR4/E MATERIAL ALUMINUM ALLOY 6063. 3)
USE LATEX CAULK BEHIND WINDOW FLANGE AT HEM h JAMBS. SILL MUST BE ATTACHED
TO THE SUBSTRATE WITH VULKEM I 1 6 ADHESIVE CAULK OR APPROVED EQUAL 4)
APPUCATION OF VULLIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'
S RECOMMENDATIONS. 5)
USE LAM CAUL( FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6)
CLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE
GLAZING IS SHOWN, INSULATING GLASS IS ALSO OUAUFIED. 7)
GENERAL ALUMINUM'S 1440 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE
1540 INSULATING CLASS SINGLE HUNG SERIES. SHIM
AS RED -D - SEE
NOTES) INSTALLATION
ANCHOR 3/
16' DIA. TAPCON SHOWN
CAULK
BETWEEN WOOD
BUCK k MASONRY
OPENING BY
OTHERS Q
1
1/4' MIN. EMBEDMENT
1/
4- SHIM SPACE
MAX. SILL
STOOL BY
OTHERS BUCK
HEIGHT
1
1 ELEVATION
VIEWED
FROM EXTERIOR p2 !
i-dZ CF
11iTT LLtiA/v-T LFL O
FLED L tea.. 0. tL F. K. XR
r,sPWI
AI- COMPARATIVE ANALYSIS
ADON CHART CALL WINDOW
DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES
CAPACITY IN PSF LOCATIONS SIZE WiDTH/
HOGHT EXTERIOR INTERIOR HEAD JAMBS , 12 19
1/S X 26 99 99 B F,G 13 19
t/a X 38 3/3 78 76 B F,G 14 19
1/e X 50 6/e 59 59 B F,G 1444 19
1/e X 54 we 54 54 B F.G 14+5
111 t/e X 55 3/8 52 52 B F,G 15 19
t/e X 0.7 4545 B F•G 16 19
t X 72 40 40 F C IH2 B
t/2 % e FG 1H3 2B
t/2 X ]B a/e 51 51 B F,G iH4 26
1/2 X 50 6/6 44 N B F,C 1H4+4
26 1/2 X 54 $/a 42 42 B F,G 1 H4+
526 1/2 X 55 8/0 41 41 B F,G 1H5 26
1/2 X 63 40 40 8 F,G 1H6 26
11, X 72 40 40 FG 30X2 30
t/2 X 25 58 56 B F,G 3OX3 30
1/2 X 36 3/5 44 44 B F,G 30"30
i/2 X 50 5/6 40 40 8 F•C 3OX4+4
30 1/2 X 54 5/6 40 40 B F,G 3OX4+5
30 1/2 X 55 a/a 40 40 B F,G 30X5 30
1/2 % 63 40 40 B F,G 30%6
40 F C 122 X
26 51 1 B F.G 23 37
X 36 3/8 40 40 B F,G 24 37
X 50 3/6 40 40 8 F,G 24+4
37 X 54 6/e 40 40 B F,C 24+5
37 X 55 a/e 40 40 B F,G 25 37
X 63 40 40 - B F,G,H,I 6 37
X 72 40 40 R F G 111 4625 48
X 26 45 46 B F,G 4838 48
X M 3/e 40 40 B F,C 4850 46
X 50 3/8 40 40 8 F,G 484+4
4B X 54 " 40 40 B F,G,H,1 484+5
48 X 55 SA 40 40 B F,G,HJ4863 48
X 63 40 40 40 BF,G.HJ i,c
324872 SJ1/6X 26 45 45 B F,G 33 53
1/a % 38 a/6 3A 4040 B F,G 34 53
t/a X 50 40 40 B F,G,H,1 3444 53
t/6 X 54 a/e 40 40 B F.G.H,1 34+5
53 tro X 55 5/6 40 40 B F,G,H,1 35 53
t/e X 63 40 40 8 F,G,H,I 36 53
t X 72 40 40 B F G HI BRAE 1)
WHEREWATERRESISTANCE TEST REOUIREMENT OF ISX OF DESIGN LOAD APPLIES, POSITIVE DESIGN LOADS WILL
BE LIMITED PSF TO WATER TEST PRESSURE OF PSF ACHIEVED IN TEST. INSTALLATION:2)
INSTALLATION: FLANGEE FRAME 'MNDOW OW INCONCRETE OR MASONRY OPENING USE 3/16' DIA TAPCON ANCHORS OF
SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4- EMBEDMENT INTO SUBSTRATE AT LOCATIONS lll;t SHOWN ONCHART. 33SEE ELEVATION
FOR KEY TO TAPCON LOCATIONS 4) INSTALL
jB SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4- MIN. EMBEDMENT INTO WOOD BUCK AT LL AOTHER
FACTORYAPPUED INSTALLATION HOLES 5) IF EXACTWINDOWSZEISNOTLISTEDINANCHORCHART, USE ANCHOR QUANTITY LISTED WITH NEXT URGER SZE. FOR
THE APPROPRIATE DESIGN PRESSURE REOD. 1001 V. Crab/ ,
Rd. • CwrWH TX 75M • P.D. Box 819022 - k k4, TX 75581puteNo uzoaPtwr ASSEMBLY
DRAWING 1r
SERIES 1440/1540MLSINGLEHUNGWINDOW _ r BB N/A (
DATE SYM RENSON
BY ECR 02 10/26 D1 v PREPARED BY: PRODUCT
TECHNOLOCT CORP.. 750 INTEANATI0 PKY., SUf l M. HEATHROW, FLORIDA 32746 PHONE 407 605-436
CAULK BETWEEN WOOD — INSTILLATION ANCHORBUCK & MASONRY }/16 DIA. TAPCONOPENINGBYOTHERS
ONE BY WOOD CONCRETE OR
BUCK BY OTHERS MASONRY OPENING
BY OTHERS
SHIM a5 REO D.
SEE NOTES)
CAULK BETWEEN
C. FLANGE
WOOD BUCK
Q 1-1/4- MIN.
Q EMBEDMENT
MAX
SHIM SPACE
STUCCO —
BY OTHERS
PERIMETER CAULK J
BY OTHERS
GLAZING
WINDOW
HEIGHT EXTERIOR
I
PERIMETER CAULK
BY OTHER$
BUCK WIDTH I/+ MAX.
HIM SPACE
SHIM AS REDO
SEE NOTES) 1-1 nIN, - -
EMBEDMENT
FLANGE TYPE
CAULKWINDOWFRAMEQ BETWEEN
JAMB WOOD BUCK &
GI MASSY OPENING
BY OTHERS
GLAZING
INSTALLATION ANCHOR
3/16- DIA. TAPCON
Q
ONE BY WOOD
BUCK BY OTHERS1iEXTERIOR
LLL `
CAULK BETWEEN
PERIMETER CAULK \ WINDOW FLANGE
BY OTHERS I WOOD BUCK
E— WNDOw WIDTH \— CONRETE
OR MASONRY
oPEnrN oc
FLANGE TYPE SECTION 2FLANGEFRAME STUCCO
HEADER BY OTHERS
allCK WINDOW
HEIGHT WTH
FLANGE TYPE
WINDOW FRAME
S LL
A C 3
r D E:
1 1
2
WINDOW H / HGT.
F tt G
J }
MARBLE SILL STOOLMAOTHER$
PRE -CAST SILL CAULK BETWEEN WNDOW FLANGE
BY OTHERS & PRECAST SILL WITH MJLKEM
116 ADHESIVE CAULK OR
APPROVED EQUAL
SECTION >
ELEVATION
VIEWED FROM EXTERIOR
DATETE 16YM
COMPARATIVE ANALYSIS & TAPCON ANCHOR. LOCATION CHART
WINDOW DESIGN PRESSURE TAPCON ANCHOR
SIZE (INCHES) I CAPACITY IN PSF LOCATIONS
WIDTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS
12 X 60 D 58 C D.E F.G
12. X i2 40 56 C D.E Fr
16 X 16 40 106 C H,I
16 a0 69 Al H I
24 X 24 a0 55 a,8 F,G
2+ z }0 40 5 A,B f.0
2+ % 40 t0 A.B F,G6
2+ x 8- 0 a0 A.B D,E F.0
24 x 60 40 40 A'S O.E.FG
24 x 72 40 40 A,B D.EF.G
32 X 48 40 AB D'.EF,G
36 z 24 000 40 A.B O.E F.G
36 x 8 40 0 A.B D.E.F. G
36 x 72 40 40 A.B O.EF G
B x 24 40 40 A.B D.E,F,G
8 X 48 40 40 Al, F'
48 x 60 40 40 A.B 0 E.F.G
64 X 24 40 40 A,B F,G
72 x 38 40 0 A,B F.G
72 X 60 40 40 A.B D.E.F.G
73'% 16 0 t0 A.B Hi
CENTRAL FLORIDA B. O. A. F.
MANUFACTURER NAME:
GE,NcRaA_ AL,)r1ki NUM
GENERAL NOTES' MASTER FILE # Z
1) SHIM A$ REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM- MAX. ALLOWABLE
SHIM STACK TO BE 1/4-.
2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063.
3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST 8E ATTACHED TO
THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL,
4) APPLICATION OF VULKIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT.
MANUFACTURER'S RECOMMENDATIONS.
5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE.
6) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. 7) WHERE WATER RESISTANCE TEST REOUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGNLOADSWILLBELIMITEDTO40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST.
8) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16- DIA. TAPCON ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4- EMBEDMENT INTO SUBSTRATE
AT LOCATIONS SHOWN ON CHART.
9) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS.
10) INSTALL #8 SCRE w$ OF SUFFICIENT LENGTH TO PROVIDE 3/4' MIN. EMBEDMENT ANTO WOOD BUCKATALLOTHERFACTORYAPPLIEDINSTALLATIONHOLES. IF FACTORY APPLIED HC_ES ARE NOT PRESEAT.
y8 SCREWS SHOULD BE PLACED AT MAX. 6- FROM CORNERS &'MAX. 24D.C. 11) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTIi' LISTED WITH NEXT
LAP,GERSIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 12) GENERAL 1450 SERIES PICTURE WINDOW IS SHOWN, THIS PRINT ALSO APPLIES T_ THE 1550 SEPIES. 1
W1 W. CrosDT Rd. • Cartolllon, TX )5006 • P.O. 11" 819022 - Ootlos. TS 75331 oI+,.
Hc auaala INSTALLATION
C'_TAIL SERIES
1450/1550 F_ANGE PE BB
PI/A FEC' — ..--- ----- I t' ll!0'.. B
SHEATHING
BY OTHERS
q8 INSTALATION ANCHOR
SCREW SHOWN (TYP.)
EXTERIOR— FINISH
BY OTHERS
PERIMETER CAULK ---
BY OTHERS
FIN TYPE WINDOW
FRAME HEADER
XT RI R
FIN TYPE
WINDOW
FRAME SILL
PERIMETER CAULK
BY OTHERS
X8 SCREW
INSTALATIONANCHORSHOWN
TYR.)
EXTERIOR J
FINISH
BY OTHERS
SHE ATHMG
BY OTHERS
CAULK BETWEEN FIN SHIM AS REO'D. h SHEATINC, SEE NOTES)
I" MIN. FIN TYPE
EMBEDMENT WINDOW FRAME
JAMB2xWOOD
BY OTHERS I II
SHIM AS REO'D.
SEE NOTES)
16 INSTAL ATION ANCHOR SCREW SHOWN (TYP.)
I x WOOD
BY OTHERS
CAUL' 'FTWEEN
SHEA . & FIN
6Y 0..-r25
1' MIN.
EMBEDMENT
r
SHEATHING
BY OTHERS
Y4NDOW WIDTH EXTERIOR FINISH
EXTERIOR
BY OTHERS
PERIMETER CAULK
BY OTHERS
WINDOW SECTION 2HEIGHT
WINDOW WTH. 7 ANCHOR (TYP,)
O O 01 O
O
SILL STOOL ' O ' 0 %
BY OTHERS 24' O.C.
MAX. (TYP.)
O 0
WINDOW EQUALLY SPACE
ANCHORS (TYP.)
HGT. O O
O / O
SHIM AS REO'D. O
SEE NOTES) o 0 o O o 6(TYP)
2 X WOOD
BY OTHERS
6- MAX. (TYP.)
CAULK BETWEEN
WINDOW FIN dt ELEVATIONSHEATHING
IN
EMBEDMENT VIEWED FROM EXTERIOR
SECTION 1
MASTER FILE # 3
COMPARATIVE ANALYSIS h ANCHOR CHART
WINDOW DESIGN PRESSURE NO. OF 18 SCREWS NO, OF 0.090 CIA, NAILS
SIZE (INCHES) CAPACITY IN PSF REO'D. IN FRAME REO'D. IN FRAME
WIDTH/HEIGHT EXTERIOR I INTERIOR HEAD SILL O EA. JAMB HEAD SILL O EA. JAMB
I6 % 30 109 109 2 2 2 2 2 3
t6 x 10 B3 BJ 2 2 3 2 2
16 x 5D 63 63 2 2 3 2 2 3
16 X 60 0 2 2 2 3
20 X 30 B6 86 Z 2 2 Z 1
20 X D 73 73 2 2 3 Z 2 A
20 % 50 59 59 2 2 3 2 2 A
20 x 60 48 48 2 2 3 1 Z A
28 X 30 57 57 2 2
28 x 40 52 52 2 2 3 1 2 1
28 X 50 a6 46 2 2 3 2 1 A
28 X A A0 2 2 2 A
30 x 30 52 52 2 2 2 2 2 2
30 X AO 49 49 2 2 3 Z 21 3
30 X 50 A3 43 2 2 3 2 2 A
30 X 60 AD o 2 2 3 2 2 A
3B X 30 Al AI 2 2
38 X 40 40 AO 3 3 3 3 3 3
38 x 50 A0 40 3 3 3 3 3 A
1 38 A 60 A 40 3 3 3 3 5
40 X 30 40 A0 3 2 3 Z
AO X AO 40 AO 3 3 3 3 3 3
AO X 50 40 AO 3 3 3 3 3 A
X 60 40 AO 3 3 3 3 3 5
7 4 41 1 1 A
1). SHIM AS REO-D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM MAX.
ALLOWABLE SHIM STACK TO BE 1/4 .
2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063.
3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD, SILL B JAMBS.
A) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE.
5) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE
GLA2ING IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED.
6 WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGNLOADSWILLBELIMITEDTO40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST.
7) INSTALLATION: FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS, USING
0.090 IN. NA NAILS OR q8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1 EMBEDMENT INTO
SUBSTRATE.
8) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED 1WTH
NEXT LARGER SIZE.
9) GENERAL ALUMINUM'S 1140 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1940
INSULATING GLASS SINGLE HUNG SERIES.
I
1001 W. Crosby Rd. • Corroltlon, TX 75006 • P.O. Sol 819022.Octies, TX 75
w•wx asca l-
ASSEMBLY DRAWING
SERIES 1140/1940 TDL SINGLE HUNG WINDOW
Stet iBRNA
caw o•rz
SYM RE19ON ECN _ 11/D5/D1 1 B IoGEN—L0013
SHEABT0
CAULK BEHIN
EXTERIORFINISH
BY OTHER
PERIMETER
BY OTHERS
FIN TYPE
WINDOWHEADER
GLAZINISCENL.__.
EXTERIOR
FIN TYPE
FRAME SII
PERInETE
BY OTHER
EXTERIORFINISH
BY OTHER
CAULK B'
SHEAIHIN„
3Y OTHERS SECTION t
WINDOW WIDTH- HIM MAX'
x r
SHin SPACE
2 BP BYOTHERSSSHIM AS REO'D. 2 x WOOD Br
OTHERS FIN
TYPE WINDOW 48
INSTALLATION FRAME IAMB TA / ANCHOR
SCREW II GLAZINGTES)
EnI- MIN. SHIM ASRCO'D. (SEE NOBE OM[NT I I
SPACESWINDOW
HEIGHT
2 MAXTYP.)
WINDOW HEIGHT L
EO'D.
IIII'
MAX SHIM
SPACE 6
INSTALLATION ANCHOR
SCREV 2
x WOOD
BY OTHERS COMPARATIVE
ANALYSIS & ANCHOR.
CHART V N W
DESIGN PRESSURE NO. OF K8 SCREWS NO. OF 0.099 DIA. NAILS SIZE INCHES) CAPACITY
INPSF REQUIRED IN FRAME REQUIRED IN FRAME WIDTH/HEIGHT EXTERIOR
INTERIOR HEAD 6 SILL 2 EA JAMB HEAD 6 SILL B EA. JAM: 20 . 30 40
a0 2 2 2 2 20 X 40
40 40 2 3 2 2 20 X 50
40 40 2 3 2 3 20 w 60
40 2 2 3 30 w 30
40 40 2 2 2 30 40 40
40 2 3 2 3 30 X 50
0 40 2 3 2' 3 30 60 40
40 2 2 4 40 X 30
40 40 3 2 40 x 40
40 40 3 3 3 3 00 X 50
40 40 3 7 3 a 40 60 40
40 3 3 5 50 30 40
40 3 2 2 50 % a0 a0
a0 J 3 a 3 50 . 50 a0
40 3 3 0 4 50 w 60
40 40 3 3 5 i 40 40
9 E XTCRIOR PERIMETER
CAULK BY
OTHERS 98
INSTALLATION ANCHOR
SCREW EXTERIOR
CENTRAL FINISH
CAULK
BEH]
ND FIN LE1VT BY OTHERS
RqgFJ(®Yi.B A B.A. F. SECTION 2 $HEATMING '7'8/•(.,,. BY OTHERS •+
ril\
LJ j`y, j 6C W' 1 7: TT E 4G
Ali
lr /l i7,.% WINDOW
WIDTH
mASTERFILE # O NHS` l
I) WHERE
WATER
RESISTANCE TEST REOUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGN LOADSWILLBELIMITEDTO40.0 PSF DUE TO WATER TEST PRESSURE OF 6.
0 PSF ACHIEVED IN TEST. 2) INSTALLATION: FINFRAMEWINDOWINWOODFRAMEOPENINGWITH TVO BY WOOD STUDS USING XBSCREWSOFSUFFICIENTLENGTHTOPROVIDEnIN7' EMBEDMENT INTO SUBSTRATE OR
0E I 1N. DIA. NAILS. 3) IF EXACTWINDOWSIZEISNOTLISTEDINANCHORCHART. USE QUANTITY LISTED WIT2 NEXT LARGER
SIZE. a) SHIM AS
REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM EQUALLY (PACE MAX.
MP.x. ALLOWABLESHIM $TACK TO BE 1/4'. ANCHORS (T YP)
5) WINDOWFRAME MATE RIAL: ALUMINUM ALLOY HE AD. 6) USE LATEXCAULKBEMINDvIN00vFINATHCAD. Stll 6 JAnBS. 7) USE LATEXCAULKFORPERIMETERSCALAROUNDEXTERIOROFWINDOWFLANGE. B) GLASS THICKNESS
MAT VARY PER REOUIREME NTS OF ASTM [1300 GLASS CHARTS. SINGLE GLAZING IS
SHOWN. INSULATING GLASS ALSO QUALIFIED. 9) GENERAL ALUMINUMS1100SERIESPICTUREWINDOWISSHOWN. THIS PRINT ALSO APPLIES TO 190G
SERIES PICTURE WINDOW. 6- MAX. (T
YP.I I6' MAX. (
TYP.)
ELEVATION VIEWED FROM
EXTERIOR
CAULK BETVEEN—
VDCD BUCK L
MASONRY OPENING
BY OTHERS
CAULK BETWEEN WINDOW
FLANGE a V000 BUCK
CONCRETE OR
AIDNRY OPENING
BY OTHERS
EXTERIOR FINISH —
BY OTHERS
PERIMETER CAULK'
BY OTHERS
FLANGE TYPE -
WINDOV FRAME
HEADER
WINDOW EXTERIOR
HEIGHT
FLANGE TYPE -
WINDOW FRANC
SILL
PERIMETER CAULK
BY OTHERS
EXTERIOR FINISH '
BY OTHERS
CAULK BETWEEN WINDOW
FLANGE L WOOD BUCK
CONCRETE OR
MASONRY OPENING
BY OTHERS
CAULK BETWEEN WOOD BUCK L
MASONRY OPENING BY OTHERS
SECTION 1-
DNC Br WOOD
BUCK 9x TH[RS
INSTALLATION ANCHOR
3116' DIP. TAPCON
r SHIM A REQ'DSEEOTES)
EMBED Min. EMBE DnENi
1/4- MAX,
SHIM SPACE
GLAZING OYP,
SEE NOTES,
BUCKHEIGHT
AS REO'D
NOTES,
Br WOOD
BY
I/X' MAX
SHIM SPACE
a
1-I/a• MIN. J
EMBEDMENT
INSTALLATION ANCHOR
3/16• DIA. TAPCDN
NOTES;
1) SHIM AS RED[). AT EACH INSTALLATION ANCHOR USING LOAD BEARING SNIV MAX.
ALLOWABLE SHIM STACK TO BE 1/4
2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063,
3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD, SILL & JAMBS.
A) USE LATEX CAULK FOR PERIMETER. SEAL AROUND EXTERIOR OF WINDOW FIANCE.
5) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF AST. E1300 CL15S CHARTS.
61 DESIGN PRESSURE CAPACITY DF VINOOV L INSTALLATION IS LIMITED TC 400 PSG,
7) FOR INSTALLATICN OF FLANGE FRAME VI NDOVS 1N CONCRETE OR —SO.;, OPENING. USE
DIA. TAPCON TYPE ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4'
EMBEDMENT INTO SUBSTRATE. PLACE ANCHORS 6' MAX. FROM CORNERS a 24' O.C. MAX.
BEI'll
0) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS.
BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATE LY TRANS --ER LOAD FROM
WINDOW TO THE STRUCTURE,
93 CLEVATIDNS SHOW COMMON CONFIGURATIONS, I7 IS NOT INTENDED TO L!MIT USE OF THIS
PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS
THAT CAN BE MANUFACTURED FROM THE 1450/1550 SERIES DESIGNER FTIED VINDOV
FRAMING SYSTEM.
CENTRAL Iha.ORDDA B.®.A.E.
MANUFACTURER NAME:
MASTER FILE ## C2
F- WINDOW WIDTH
ELEVATION
VIEWED FROM EXTERIOR
SHIM SPACE
SHIM AS RE0'0 1-1/a' MIN.
SEE NOTES) fn3E DMENT
FLANGE TYPE-- CAULK BETVEEN
WINDOW FRAME WOOD BUCK L
JAMB MAS'Y OPENING
d BY OTHERS
0W WINDOW
HT HEIGHT
j
n7_7i_R DAr- R vInDN 4
C1421NG <
IlP ` INST PLLATION ANCHOR SCE
IAICSI 3/16' DIA. TAPCON ONE
BY WOOD PERIMETER
CAULK BUCK BY OTHERS BY
OTHERS EXTERIOR
FINISH CAULK BETWEEN BY
OTHERS WINDOW FLANGE WOOD
BUCK VIM,
VIDTH —+ CONCRETE OR MASONRY
OPENING SECTION
2 BY OTHERS I --
WINDOW
WIDTH ELEVATION
VIEWED
FROM EXTERIOR Er::::
im=* 1001
V. Crosby Rd. • Cartolllon, TX 75006 • P,O. 8os 819022 • Dallas. TX 75381 P.—
oc mp Io'. INSTALLATION
DRAWING ONE BY BUCK SERIES
1450/1550 DESIGNER PICTURE WINDO'YJ s
c..o a• sc•sc BB
N/A 3,
I EC" 3/20/02 1 B I GEN-CDD 2
SHEATHIN,
8' OTHER
CAULK B
EXTERIOR F
BY OTHERS
PERIMETERCAULKBYOTHERS
FIN TYPEFRAMEHE
GLAZING (T .,
SEE NOTES
FIN TYPE — FRAME SILL
PERIMETER CAULK J
BY OTHERS
08 INSTALLATIOM J
ANCHOR SCREW (TYP_)
E%TER:OR FINISH —
BY DTHERS
CAULK BEHIND FIN —
5 EATMINC
BY OTHERS
I NJWN
IT-ERS
N9TaLLATION
HOR SCREW (TYP.)
HIM AS REO'D-
STEEEE NOTES
1 SHIM SPACE
T1
1
UNDO W
HEIGHT
HEHE
I/4' MAX.
SHIM SPACE
SHIM AS REO'D.
SEE NOTES
1- MIN. \.-- 2 X FRAMING
EMBEDMENT 8Y OTHERS
SECTION 1
107-
I) CESIGN PRESSURE CAPACITY OF WINDOW & INSTALLATION 15 40.0 PSF.
2) INSTALLATION OF FIN FRAME WINOOW IN WOOD FRAME OPENING WITH TWO
BY WOOD STUDS. USING 0.C99 IN CIA NAILS. PLACE .099 NAILS 6- FROM
CORNERS MAX, & B- O.C. MAX. BETWEEN.
3) FOR INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH
TWO BY WOOD STUCS. USING NB SCREWS OF SUFFICIENT LENGTH TO
PROVIDE MIN. 1 IN, EMBEDMENT INTO SUBSTRATE, PLSCE SCREWS 6- MA%.
FROM CORNERS & 21" C.C. MAX, BETWEEN
4) SHIM AS REO'D. AD:ACENT TO EACH INSTALLATION ANCHOR WITH LOAD
BEARING SHIM, MA%, ALLOWABLE SHIM STACK TO BE 1/4
5) WINDOW FRAME MATERIAL. ALUMINUM ALLOY 6O63.
E) USE LATEX CAULK BEHINC WINDOW FIN AT HEAD. SILL & JAMBS.
7) USE LATEX CAULK FOR PERIMETER SEA`E+.AROUND EXTERIOR OF
WINDOW FLANGE.
5) CLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E13OO
GLASS CHARTS.
9) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE
ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT
STRENGTH TO AOEOUATELY TRANSFER LOAD FROM WINDOW TO THE
STRUCTURE.
10) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO
LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS
SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED
FROM THE 1IOO/1900 SERIES DESIGNER FIXED PICTURE WINDOW
FRAMING SYSTEM.
CENTRAL.- FLORIDA B.O.A.F.
MANUFACTURER NAME:
G NERa .4 (IM/n//)NI
MASTERTILE # a ELEVATION
VIEWED
FROM EXTERIOR GLAZING (
TYP.J SEE
NOTES VIP
HEI/,-
MAX,L. SHIM
SPACE iw0 BY FRAMING SHIMASREO'D. gy OTHERS FIN
TYPE T FRAMEJAMB1-
MIN EMBEDMENT
SHEA
TING OY
OTHERS CAULK
BEHIND FIN EXTERIOR
FINISH BY OTHERS T
RI R NB
INSTALLATION ANCHOR
SCREW (TYP,) WINDOW
WIDTHPERIMETER
CAULK BY
OTHERS SECTION
2 WINDOW
WIDTH 1!
1 ELEVATION
VIEWED
FROM EXTERIOR
CAULK BETWEEN W000
BUCK & MASONRY
OPENING BY OTHERS
ONE BY WOODBUCKBYOTHER
CAULK BETWEEN WINDOW
FLANGE & w000 BUCK
CONCRETE ORaMASONRYOPENING_ T OTHER
EXTERIOR FINISH
6Y OTHER /
PERIMETER CAULK
BY OTHER /
FL ANCE TYPE JW956DFRAME
HEADER
WINDOWHEIGHT EXTERIOR
FLANGE TYPE
WINDOW FRAMESILL
PERIMETER CAULKBYOTHER
ONE BY WOOD
BUCK BY OTHER
MIN.
EMBEDME N7
E AS REO'D.
NOTES)
ONCRETE OR
MASONRY OPENING
lly OTHER
INSTALLATION ANCHOR
3/16 CIA, TAPCON
PERIMETER CAVIK__" QByOTHERSI CAULK BETWEEN
I/4' SHIM MABUCK & ntN00w
WIDTH 1 MASOSO NRYOPENING PACEMAX. BY OTHERS EXTERIOR
CAULK
BETWEEN EXTERIOR WINDOW
FLANGE FINISH WOOR-
BUCK BY OTHER BUCK
HEIGHTSECTION 2 ANCHOR (
TYP ) H —\
J K WI
HE
PRE
CAST SILL v
Q a BT
OTHERS CAULK BETWEEN WINDOW FLANGE PRE
CAST SILL W17H VULKEM SECTION
1 116 ADHESIVE CAULK OR SCHNEE MOREHEAD
8500 ADHESIVE SEALANT NOTES
INSTALLATION
ANCHOR BUCK WIDTH 3/
16- CIA. TAPCCN HIM
AS REDO Q (
SEE
NOTES) FLANGE
TYPE 1/4 $HIM W+
NDOW FRAME SPACE c JAMB4
1 1/4 MIN. ENBEDMENT
DOW
IGHTg IGHTLI
W
WINDOW1)
SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. ALLOWABLE
SHIM STACK TO BE 1/4 2)
WINDOW .RAME MATERIAL; ALUMINUM ALLOY 6063 3)
USE LATEX CAULK BEHIND WNDOW FLANGE AT HEAD AND JAMBS,SILL MUST BE ATTACHED
TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL 4)
APPLICATION OF VULKIM 116 ADHESIVE CAULK OR SCNEE-MOREHEAD 8500 ADHESIVE CAULK AT
FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURERS RECOMMENDATION. 5)
USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6)
GLASS THICKNESS MAY VARY PER THE REOUMEMENTS OF ASTM E1300 GLASS CHART SINGLE
GLASS IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED. 7)
GENERAL ALUMINUM'S 1480 SERIES MODIFIED SLIDER IS SHOWN. THIS PRINT ALSO APPLIES TO THE
1560 SERIES MODIFIED SLIDER INSULATING GLASS. 8)
DRAWING APPLIES TO INSTALLATION OF FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/
16- 01A TAPCON ANCHOR OF SUFFICIENT LENGTH TO PROVDE MIN,1-1/4 EMBEDMENT INTO SUBSTRATE ALOCATIONSHOWNONCHART. 9)
SEE ELEVATIONS FOR KEY TO TAPCON LOCATIONS. 10)
INSTALL e8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4- MIN. EMBEDMENT INTO WOOD BUCK AT ALL FACTORY
APPLIED INSTALLATION HOLES WHERE TAPCONS ARE REDO. 11)
IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LARGER
SIZE. D
F
2
G
ELEVATION
VIEWED
FROM EXTERIOR 03-
7o—aE- COMPARATIVE
ANALYSIS & TAPCON ANCHOR LOCATION CHART WINDOW
SIZES DESIGN PRESSURE TAPCON ANCHOR LOCATION INCHES)
CAPACITY IN PSF EXTERIOR
INTERIOR REO'
D. IN FRAME WIDTH/
HEIGHT HEAD JAMBS 24
x 12 40 110 H,K A,G 24
x 24 40 67 H,K A,G 24
x 36 40 45 H,K A,G 24
x 48 40 40 H,K A,G 36
x 12 40 85 H,K A,G 36
x 24 40 45 H,K A,G 36
x 36 40 40 H,K A,G 36
x 42 40 40 H,K A,G 36
x 48 40 40 H,K A,G 36
x 55 40 40 H,K A,B,F,G 48
x 12 40 77 H,K A,G 48
x 24 40 40 H,K A,G 48
x 36 40 40 H,K A,G 48
x 42 40 40 H,K A,G 48
x 48 40 40 H,K A,G 48
X 55 40 40 H.K A,B,F,G 60
x 12 40 73 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 1 40 H,K I 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 1 40 40 H,K A,B,C.D,F,G CENTRAL
FLORMA B. 0. A. F. MANUFACTURER
NAME: 4
4;9166L -L 4,L1jA- t I,ZV it' MASTER FILE # 8
I OsiE w
a, 3/20/
02 I GEw Kc.aac. coI ..
ao wrtA,..IKa... .., sUrt ; .K•,.w.. .wc. >:>•a c4 1 a11 sa:-cu> •..
SHEATHING CAULK, BETWEEN FIN SHEATHING 2 X FRAMING
IE"'A
GBYOTHBY OTHER BY OTHERS
CAULK BETWEEN
iS SCREW !NSTALATIONT 1/4 MAX. JI SEATHING & FIN
SHIMAS REOD SHIM SPACE BY OTHERS ANCHOR (TYP.) (SEENOTES)2xFRAMINGXTERICR
FINISHE`.' OTHERS BY
OTHERS FIN TYPE1'MINt < Mq%. WINDOW FRAME '-EM1"MIN T
PEP,!METER CAULKr/ JAMBBY CTHE<SHIMSPAC'cNB
SCREWINSTALATION WN
TYPE ANCHOR (TYP.) Y/:
IVDC +FRAME
HEADERS REO'D SEENOTES) WINDOW WIDTH EXTERIOR FINISH BY
OTHERS WINDOW
EXTERIOR PERIMETER CAULK HEIGHT
BY OTHERS EXrRIORFIN
TYPE SECTION 2 FRADiH0Ew9LL6.•M A%.(TYP ). EOUALLY
SPACE 6" MAX.(TYP) RS
STOOL &
OJAMBS)L r BYSILLOTHERPERIMETER
CAULK- L 1/4' MAX. BY
OTHER SHIM SPACE 0 O SHIM
AS REO'D IN
S.
REwLATI (SEE rvOTE S) \ IN
STA! ATION WINDOW \ \ ANCHOR (
TYP) HEIGHT BY
0-HERS CAULK BETWEEN 2 %
FRAMING BY
OTHERS \ \ E
xTER:OR 0 0 F:NIS'- ' WINDOW
FIN dt COMPARATIVE
ANALYSIS & ANCHOR. CUANTITY CHART wINDO'
W SIZE DESIGN PRESSURE 8 SCREWS REDO. 099 N'ILS REDD, INCHES
CAPACITY IN PSF IN FRAME IN FRAME WIDTH
AND EXTERIOR INTERfOR HEAD EACH HEAD EACH HEIGHT
SILL JAMB I SILL JAMB 24
x 12 40 40 2 2 2 2 24
x 24 40 40 2 2 2 2 24
x 36 40 40 2 2 2 3 24
x 48 40 40 2 3 2 4 36
x 12 40 40 2 2 3 2 36
x 24 40 40 2 2 3 2 36
x 36 40 40 2 2 3 3 36
x 42 40 40 2 3 3 3 36
x 48 40 40 2 3 3 4 36
x 55 40 40 2 3 3 5 48
x 12 40 77 3 2 4 2 48
x 24 40 40 3 2 4 2 48
x 36 40 40 3 2 4 3 48
x 42 40 40 3 3 4 3 48
x 48 40 40 3 3 4 4 48
x 55 40 40 3 3 4 5 60
x 12 40 73 3 2 6 2 60
x 24 40 40 3 2 6 2 60
x 36 40 40 3 2 6 3 60
x 42 40 40 3 3 6 3 60
x 48 40 40 3 3 6 4 60
x 55 40 40 3 3 6 5 72
x 12 40 70 4 2 7 2 72
x 24 40 40 4 2 7 2 72
x 36 40 40 4 2 7 3. 72
x 42 40 40 4 3 7 3 72
x 48 40 40 4 3 7 4 72
x 55 40 40 4 3 7 5 SHEA
RING SHEATHING C, 2 f } r'T r 1[ 7G { ( Y
C-HER I" MIN. O 'LL'A1y111AL4 Fir'DL JD $•0.A F EMBEDMENT
SECTION
1 ' JFAC`iJRER NAME: GE':=
RA NOTES' 24- O.C. ANCHOR (
TYP.) - an/itr4-L l/r/it 1)
S- :' AS REO'0, ADJACENT TO EACH INSTA1117:01 ANCHOR WITH LOAD JAX.(TYP). I I MASTER
Fr BE-.RING SHIM MAX. ALLOWABLE SHIM STACY TO EF 1/i, iti SE FrL 2)
V6:.DOW FRPSIE MATERIAL ALLOY 6063 WINDOW WIDHT 3
L':E LATEX CAULK BEHIND WINDOW FIN AT HEAD ,SILL h JAMSS. 41
USE LATEX CAULK FOR PERIMETER SEAL ARC'.ND EXTERIOR OF WINDOW FIRA5!E. 5)
G.-SS THICKNESS MAY VARY PER THE REOUI?EMEvTS OF ASTM E1300 E L E V A TI O I•.AMNGLAZING IS SHOWN. INSULATING FRAM= IS A150 OUAUFIED.FRAIo01 M, Crab[ e1• Cm atoa. TT 75M •P.O. 8aa $19073 •Dab% T1 75381 e) OFSMTw APPLIES TO INSTALLATION OF FIN FRAME v4rvDow 1N wpOp FRAME OPENING VIEWED FROM EXTERIOR?' I•• '
P/': W -
iw0 By •.r00D STUDSU51NG 099 w D'A N<:-_S ^.? 8 SCREWS OF SVFF16EN7 Lc a.;SH 70 P?=WOE MIN, t EM?FOMENT IN TC SU93TR_c-. INSTALLATION. DRAWING WOOD FRAME STRUCTURE j N -ACT VAND W yZE IS NOT LISTED IN CHART, _.jE A\CNCR OU AN TITYLISTEDYATY. SERIES 1190 /19BO MODIFIED HORIZONTAL SLIDER NE a- LARGERyZE. Bj GE _
ES O TU r 198I190 SERIES HORIZONTAL <_DCP :C SHOWN, THIS PRINT ALSC ORN CnKD is^[ ES TOi`E 1980 IN SU!ATWCGLASS HCRIZ ON:AL S_DER SERIES. ' B6 N/
A O J •
Ql. D T: DP.0 Nvu9ER J_ sa:,
R[.
ava. j I 03/II/0: GEN-0022 iaT .. e•
r•.D.::' t[.-n0.0ta c— .fc w, w.n ' . 7::1.. ....r0 /. a. 12, . ! (•a f: eM-C:6f r. ;..,I . .'
A A
B
R
EXTERIOR ELEVATION
I II
I II
INSTALLATION I I I
ANCHOR
MULLION I II
ANCHOR I II
MULLION (
TYP.) BRACKET
ANCHOR
BRACKET — CENTRAL FLOWD B.O.'
MANUACT RER N o
WINDOW
FRAME JAMB STER FILE
TYP.) #8 SELF TAPPING
SMS (TYP.) o 0
v
SUBSTRATE
MULLION
DIE NO. 1445
NOTES:
SECTION A - A 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
AREA: DRN: JS APRVD:.— — — — DATE: 3/1 % /02
DWG N0:
WT/FT: — — SCALE: HALF MATT: - - - - GEN-04S2
PREPARED BY: PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PHWY, HEATHROW. FLORIDA 32746 PHONE 407-805-0365 FAX 407-805-0366
IDWG NO: GEN70452
GA P
MULLION
DIE NO. 1445
INSTALLATION
ANCHOR
TYP.)
i
SEE NOTESF-2 o
2 & #3
SECTION B- B
GENERAL ALUMINUM CORP.
HORIZONTAL MULLION DESIGN LOAD CAPACITIES
EXTRUDED ALUMINUM TUBE MULLION #1445
WHEN USED FOR MULLING TRANSOM
FLANGE
HORZ.
MULLION
MULL SPAN>
WOW. HGT. V
53.000 61.000 74.000 96.000 106.250
26.000 222 153 92 38 26
38.375 198 135 80 34 23'
50.625 190 126 74 31 21
54.625 189 125 72 30 21
55.625 189 125 72 30 20
63.000 189 124 70 29 20
72.000 189 124 70 28 19
NOTES:
CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1445 USED HORIZONTALLY.
CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN.
WINDOW HEIGHTS SHOWN ON "Y' AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS
BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT.
READ MULLION SPAN AND WINDOW HEIGHT IN INCHES.
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF.
PREPARED BY:
PRODUCT & APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-0365 / FAX 407 805-0366
CA020039
12-Jan-2002
01-1201
A- r-'
GENERAL ALUMINUM CORPORATION FLANGE
HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART VERTICAL
ALUMINUM MULLION DIE #1445 S.H. SIZES
WDW. WTH. >
WDW. HGT. V
19.125 26.500 30.500 37.000 48.000 53.125
26.000 1609 1497 1497 1497 1497 1497
38.375 622 515 486 466 465 465
50.625 331 262 241 219 203 203
54.625 279 220 200 180 164 162
55.625 268 211 192 172 156 153
63.000 204 158 143 127 112 108
72.000 153 117 106 92 79 76
CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT & APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-03651 FAX 407 805-0366
CA020122
FEB.19, 2002
02-0217
Mr
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 APPUCATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-0365 / FAX 407 8054)366
CA020123
FEB. 19, 2002
02-0217
DWG NO: J-0451
MULLI"'
ANCH
BRACK
WINDOW
FRAME JAMB
TYP.)
STALLATION
NCHOR
YP. )
8 SELF TAPPING
SMS (TYP.)
IViULLIUN
DIE NO. 1446
SECTION A- A
T I - Iv"JLLION
DBE N0. 1446
II I
II I
II I
I I
I
MULLION
ANCHOR
BRACKET
4 v
v a
a
0
CI IDCTD A TC-
INSTALLATION
ANCHOR
TYP.)
SEE NOTES
a I I v I I
I I a o
2 & #3
v
L-i_7/R
u MAINUFACTURKHEXTERIORELEVATION - E tiv
LAST ER FILE # 5NOTES: 03
1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO.
1446, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP..
SIDE.
2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" CARROLLTON, TEXAS
DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION 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: - - DRN: JS APRVD: - - - - DATE: 3 /
FRAMING. WT/FT: ---- HALFSCALE: MATL: - - - - DWC NO:
PREPARED By. PRODUCT TECHNOLOGY CORP.. 250 INTERNATIUNAL YKWT• MLAI—W. lVrtiv c+ .•.c • .-
SHEATHING
BY OTHERS
STUCCO JOR. SIDING
BY OTHERS
PERIMETER
CAULK BY
OTHERS
SHIN AS RE'O' InS;ALL AT!CN ANCr'O2
SEE'NOTES) i2 SCRE•:
CAULK BETWEEN
DOCR FLANGE TWO BY vOOG
S SHEATHING BY CTHERS
11.E ... :.. =S r`.' ':.•i. ...
La I C),4
SLIDING GLASS
DCOP.-FRAME
SILL
1-1/8' MIN.
EMBEDMENT
SLIDING GLASS
DOOR FRAME
HEAD
1/4' MAX.
SHIM SPACE
DOOR WIDTH
SLIDING GLASS
COOP. FRAME
JAMB
K' MAX. SHIM SPACE INSTALLATION ANCHCRTWOBYWOODSCREW
t-1/8 HIM BY OTHERS
Tv0 Bur vDiE00
n=E HERO BY OTHERS CAULK
BETWEEN SHEATHING?
SLIDING
GLASS DOOR SH(
N AS REO'D. HOOK STRIP SEE
NOTES) INSTALLATION
ANCHOR R8
SCREW TEMPERED
GLASS CAULK. BETWEEN TYP.)
DDOR FLANGE L
SHEATHING PERIMETER
L— SHEATHING \ CAULK
BY by OTHERS TEMPERED GLASS OTHERS
STUCCO (TYP.) OR
SIDING BY
O7HERS SLIDING GLASS DOOR INTERLOCK
SECTION
B-B SHEATHING
BY
OTHERS STUCCO
OR SIDING BY
OTHERS HOOK
STRIP DETAIL 1-
1/8- HIN. EMBEDMENT
A
1)
I) DOOR MPTERI.iI: ALUMINUR ALLOT 6360. 2)
O I1-1/9' ATO SCREWS CUSi 7E (I SUFFICIENT ANCHOR TO ACHIEVE NNIK E OfDNf RTDF1-1/B' INTO LENGTHT TACHIE E N[ INSTALLATION M{HpR$ AT SILL NNSi BE Of SUfFiCIIENGTRipACHIEVEBACKCFNIECTDiI-1/.' INTO MPSDNRT OR CHNCREiE 3l USINSTALLATION
IIC13NI DACRYLICGIC C L3•CK OF T- IE SLEET. USE SILICOMIZED ACRYLICCAULK3ERIN3DOE+ Ru4C AT HEAD L EXTERIOR 51 USEScTDOZEDACRYLIC1CAULKLISTEDFORA.CET[R SEAL A USE A EKTER IEIR TI DOOR. , 6) IF EER 'E. SIZE IS N P LISTED IN SIG NP) ENART, USE ANCHOR DU.wTITT LISTED VIMNCXT LARGER SIZC. fCRTHEAPPROCUCS[ 311A; S DOOR PRESSURE RC LT> FOR POCKETDOORSIZESUSECICSESTBYPASSDOORSIZCLCOKIGURATIOCTO FINISREOPLNIN4 1P AS BBPLACEINSTALLATIONANCHOR .I. RFROONIT OFHT)TOOF STSTC ClJGLASS CHAR t2. R SHOWN. D) GLASS THICKNESS
Nu v A 9> DOOR UNIT
IS APPROVCD USING 'IEME?ED GLASS IN SINGLE GLAZED OR INSULATING GLASS - III) IJAMB / SILL
CORNERSARE TO 3C :E •A-3 VITN A SHALL JOINT SEAR SEALER_ l) SHIN AS REO'0. AT EA. SETCi INSTALLATION AKCNORS. NA X. ALLOWABLE SR(MSTACK TO K I/.'. 12) ALL INSTALLATICN ANCvpRSN)ST 3E NPDE OF CORROSION RESISTANt NATEP.IAIS. A 1I 13) vHCRE '
i' REPRES[NTS NpVING PaK' AND '0' REPRESENTS FIxE3 iwEL-APPROVED rr CONFIGURAtICCS ARC AS
LISTED
CH ANLHDR CHART rl) BACK Of THIS SNE_T. EXTERIOR E L E
V r T i J A) NOT ALL E 1G:% 1RATIG+S LISTED IPHVE ARE APPLY ON TSTS DRAWING. a -_V INST•LL•i1CN SECTIONS 'a A' 'B-3' t NGCK STRIP 'iTAIL APPLT TO INSTALLATION Cl All APPROKD p COW CURATIGNS. T / !}
d Z PANEL
DOOR SHOWN 15, FLORIDA EXTRUDERS ;ODD ,TRIES SLIDING GLASS DOOR ;S SROVK THIS PRINT ALSO AP 'ES TO A L; d 4
A
D 2D00 SERIES AND 700
SERIES. LIBERALLY APPLT J ' REVS
DESCRIPTION DATE I INI EXTRUDERS CAULKING UNDER SILL \ FLORIDA
INT. INC. SANFORD FL. OR SE7 SILL. IN =
ED `— !NSTALLAijEN ANF:-NCR .... I OF C=,NCRE'
E
3/15' GI?. T?PCGN 1 I TITLE: SLIDING GLASS DOOR SEC I IC1N A :
i I'( iNS TALI
4
i IGN V/ 1;i =O SCREWS DRAWN BY: 3 I
APPP.O'ED BY: Ft 1 2002 ; ATE: !
z:::;e: ISC LE: Nr IDWG--LEXX12-]J TEMPERED GLASS DOOR HEIGHT
rm8EDMENT
CONCF.E TE OR SMjM -S P,E'C'DMAcr.NRY OPENING SEE NO77S)
BY Gir.E-S
CAULK £ET vEEN
DOOR FLSNG_
t VOO • 9UCK CAULK 3ETVEEN
PERIMETER vOOD BUCK t
CAUL Y. 9T MAS'Y. OPENING
By OTHERSOTHERS
STUCCO
BY eTH-R
INSTALLATION ANCHOR
413 SCREW (TYP. WHERE -
TAPCONS ARE NOT REO'D.)
SLIDING GLASS
I ( C^_pR FRAME
SILL
d
INSTALLATION ANCHOR
3/15' DIA. TAPCON
INSTALLATION ANCHOR
RB SCREW (TYP. WHERE
ONE BY WOOD IAPCON$ Art- NOT REC'.)
BUCK BY OTHERS
1 1/4' Mik
EMBEDMENT
T SLIDING GLASS
DOOR FRAME
1/4' MAX. JAMB
D T I SHIM SPACE
SLIDING GLASS
DOOR FRAME
HEAD
TEMPERED
GLASS (TYP.)
DOORHEIGHT
D
EMBEDMENT
D
LIBERALLY APPLY
CAULKING UNDER SILL
OR SET Sill IN 3ED INSTALLATION ANCHOR
OF CONCRETE 3/16' Di A. TAPCON
SECTION A -A
TEMPERED GLASS
TYP.)
PERIMETER
CAULK BY -
OTHERS
S.G.D. WIDTH
MAX. SHIM SPAC-
1 1/4' MIN.
EMBE DHENT
ONE BY WOOD
BUCK BY OTHERS
CAULK BETWEEN
d WOOD BUCK IL
MA OPENING
BY OTHERS
SHIM AS REC)'. -
SEE NO,
INSTALLATION ANCHOR
3/16' DIA. TAPCON
Q CAULK BETWEEN
DOOR FLANGE
t v00D BUCK
CONCRETE OR
MASONRY OPENING
BY OTHERS
CONCRETE OR
MASONP.Y OPENING
BY OTHERS
INSTALLATION .ANCHOR CAULK BETWEEN
3/16' DIA. TAPCON vpOD BUCK t
MAST. OPENING
BY OTHERS
SLIDING GLASS DOOR
4 CAULK BETWEEN
HOOK STRIP
HOOK STRIPTRIPL
a WOOD BUCK
1
I-1/4' M1K En£-DHENT Q
I Q
T
ONE BY VOOD -
BUCK BT OTHERS
STUCCO
BY OTHERS
lS4i 11 LftAYEMIL B. O.A. 'ATE MPERE GLASS /
TYP.) SECTION B'ACTIIRER ABA: SLIDING GLASS DODR
a X INTERLOCK
MASTER FILEHOOK STRIP DETAIL L_
1)
DOOR MTERIALt ALUMINUM ALLOY 6063. 2)
TAPCON TYPE INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. CMBCDMEHT or
1-1/4' IMTO MASONRY OR CONCRETE. 7>
ALT CRKATE TAPCON INSTALLATION ANCHORS FRONT TO BACK IN ALL FRAMC. MEMBERS. I
APCONANCHOR CHART ON BACK [IFTHIS S1ECT. 5)
USE SILICONZED ACRIYLC CAULK BEHIND DOOR FLANGE AT PC AD LJANIS. W USE
SILICON! 2ED ACR TLC CAULK FOR PERIMETER SEAL AROUHD EXTERIOR OF DOOR 7) IF
EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR 0UAN717Y LISTED WIT. NEXT LARGER SIZE.
FOR THE APPROPRIATE DESIGN PRESSURE RED'. 8l FOR
POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE L CONFIGURATION TO FINISHED OPENING PLACE TAPCONS.
IN FRONT OF MOCK STRIP AS SNOW.. 9) GLASS
THICKNESS MAY VARY PER REOUIREMENTS OF ASTM E1300 GLASS CHARTS 10) ALL
FACTORT APPLIED HOLES NOT DESIGNATED FER TAPCON ANCHOR SHOLX.D BE FILLED WITH A8 S.REv: OF SUFFICIENT
LENGTH TD PROVIDE MIN 5/8' EMBEDMENT INTO WOOD IUCK. 1U DOOR
UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. 12) JAMB /
SILL CORNERS ARE TO BC SEALED VITM A THALL JOINT SE An SEALER. 13) SHIM
AS REO'D. AT EA. SET OF INSTALLATION ANCHORS. MAX ALLOWABLE SHIM SLACK TO BE 1/4'. IN) ALL
INSTALLATION ANCHORS MUST BE MADE OF CORROSION RE:;SIANT MATERIALS. 15) WHERE —
REPRESENTS MOVING PANEL AND '0' RCPRESENTS FIXED PANCL APPROVED CONFIGURATIONS ARE
AS LISTED ON ANCHOR CHART ON BACK OF TMIS SHEET. 161 NOl
ALL CONF 7GURwI IONS LISTED ABOVE ARE SHOWN ON THII DRAWING. HOWEVER INSTALLATION EXTERIOR ELEVATION
SECTIONS 'A •B-B' L MOCK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED 2 PANEL
DOOR SHOWN CONFIGURATIONS. 1]) INSTALL
ONE TAPCON IN EACH PAIR OF FACTORY APPLIED INS%ALLATION HOLES UNLESS NOTED OTHERWISE OH
ANCNDR CHAR T. SEE BACK OF TMIS SHEET. 18) FLORIDA
EXT RU DCRSIDDOSERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO 2Oo0 SERIES
AND 500 SERIES. REVI DESCRIPTION
I DATE INI EXTRUDERS I___ PIIDAINT. INC. SANFOP,D FL. TITLE: SLIDING
GLASS DOOR INSTALLATION WITH
TAPCONS DRAWN BY:
H I APPROVED BY: Icy — U717 ..
tC L
TARCON ANCHOR. CHART
NOMINAL DOOR QUANTITIES IN HEAD & SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIPDOOR
SIZE AND SIZE UP TO 46 PSF. TO 61 PSF 70 UP Tp 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO
CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF
a068 xx, OX, X 48 x 80 3 3 3 4 a a 3 3 a
5068 XX, OX, XO 60 X 80 3 3 3 a 4 4 3 4 4
6068 Xx, X, XO 72 X 80 4 4 4 4 4 4 3 4 5
6068 xx, OX, X 96 x 80 5 5 5 4 4 4 3 4 5
10062 xx. Ox, XO 120 X 80 6 6 7( > a 4 4 3 4 5
I 15 I I8080Xx, Ox, XO 96 X 96 5 5 5 5 5 5 4 6 6
10080 XX Ox, xO 120 x 96 6 A 7 D) 5 5 4 6 6
50100 XX, Ox, XO 60 X 120 3 3 3 6 6 6 5 6 7
60100 XX, OX, XO 72 X 120 4 4 4 6 6 6 6 I 7 8
80100 xx. ox. X0 96 X 120 5 i 1 6 6 7 (Dll 6 8 9
9068 OXO I09 1/8 X 80 5 5 6 4 a 4 3 4 5
12068 OXO 145 1/8 X 80 7 7 9 02) 4 4 4 3 4E4 5
15068 OXO 191 1/8 X 80 10 c ) 11 <D3) 1 4 4 4 3 5
9060 OXO 109 1/8 x 96 b 5. 6 5 5 5 4 6 6
12080 OXO 145 1/8 X 96 7 8 (D14 9`5 2):"' i.7 5='!. i 5 4 6 6
15080 OXO 181 1/8 X 96 8 11 11 5 5 5 4 6 6
90100. OX0 109 1/8 X 120 5 5 6:.^a, L 6-..t: IS! ; 7 i.0 D1) 6 8
120100 XO 145 1/6 X 120 7 6 6 7 (D1) 6 8 1010
9068 XXX 106 5/8 X 80 5 5.-,...:-_ 6---. -.-= 4 4—_ a 3 4 5
12068 XXX 142 5/8 X 80 7 7 8 (DI) 4 3 4I 5
15068 XXX 178 5/8 X 80 8 1 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) 19 (D2) 5 5 5 4 6 6
15080 XXX 178 5/8 X 96 8 t( 3) 3 5 5 5 a 6 6
90100 XXX 106 5/6 X 120 5 I I120100xxx1425/8 X 120 7 n n n' 6 6 7 6 8 10
10068 OxxO 119 5/8 X 80 6 6 7 (DI) 4 4 4 3 4 5
12068 OXXO 143 5/8 X 80 7 7 8 (DI) 4 4 4 3 I 4 5
16068 OXXO 191 5/8 X 80 9 10 (Dl) 12 (D3) 4 4 4 3 4 5
100@0 XXU 1 /b X 7b b 6 Dll J 7 a b b
12080 XXO ia3 5/8 x S6 7 B cDll<D2> F I 5 5 15 I 4 I 6 I 6
16080 xx0 191 5/8 X 96 9 1 n3) DS> 5 5 5 4 6 6
100100 OXxO 119 5/8.X 120 6 6 7 (DI) 6 67 D1) 6 8 10
1191 I I I 17 I I I160100Oxx 5/8 x 120 10 (Dll 113(DDa) 16 (D7) 6 6 Dll 6 8 10
1006b xxxx 11i 1/4 X 6 6 4 4
12068 XXXX 1141 1/4 X 80 7 17 I g (DI) 4 4I 414 3 4I 5
16068 XXXX 189 1/4 X 80 9 (DI) 10 (D2) 12 (D4) 4 a a 3 4 5
10080 xxxx li 1/4 x 6 6 7 (D ll c
12080 xxxx 141 1/4 X 96 7 18 (D1) S cD2 I I i 15 I 4 6 6
16080 xxxx i89 1/4 x 96 S <D1> 1- (n4) 13 <D_) 5 c 6 6
100100 XXXX 1l7 1/4 X 120 7 (DI) 6 6 Di)I
6 8 10
1=GI00xxxx 141 i/4 X 120 I7 166 (DI)!,II 16D3> 6 6 I17 7 (D1) 6 i 8 I 160100XXXX129l/c X i2D i0 (D2) 13 (D5 ) 15 (D7) 6 6 7 (Dll I i 1!0DVvn
r B
4, in, FC 2
4 ANCHOR NOTES:
I) IN
SOME CASES TAPCONS ARE RED-D. IN BOTH,
FACTORY APPLIED INSTALLATION HOLE. '
D1' THPU 'D7" DESIGNATES IN
WHICH SIZE & CONFIGUP.EATIONS
TWO TAPCONS ARE PE0'D.
2> 'D1MEANS,
INSTALL TWO TAPCONS IN ONE SET -
OF INSTALLATION HOLES. 3) 'D2' MEANS,
INSTALL TWO TAPCONS IN TWO SETS
OF INSTALLATION HOLES - a) 'D3' MEANS,
INSTALL TWO TAPCONS IN THREE SETS
OF INSTALLATION HOLES. 5) "134' MEANS,
INSTALL TWO TAPCONS IN FOUR SETS OF
INSTALLATION HOLES. 6) 'D5' MEANS,
INSTALL TWO TAPCONS IN FIVE SETS OF
INSTALLATION HOLES. 7) -D6' MEANS,
INSTALL SEVEN TAPCONS IN SIX SETS OF
INSTALLATION HOLES. 8) 'D7' MEANS.
INSTALL EIGHT TAPCONS IN SEVEN SETS
OF INSTALLATION HOLES. 9) LOCATION OF
ADDITIONAL TAPCONS IN HEAD & SILL SHOULD
BE PRIORITIZED AS FOLLOWS: A:
FIRST ADJACENT
TO INTERLOCK OR BUTT STILES IN
HEAD & SILL. B: SECONDLY, AT
EACH END OF HEAD SILL NEAP. JAMB
CORNER., IF NEEDED. C: LOCATIONS
IN
HEAD & SILL OTHER THAN AS LISTED
IN A & B. 10) LOCATION OF
ADDITIONAL TAPCONS IN JAMBS SHOULD BE
PRIORITIZED AS FOLLOWS: A: -FIRST,
ADJACENT
TO LOCKS IN JAMBS. B: SECONDLY,
AT
EACH END OF JAMS NEAP, HEAD & SILL
CORNERS. C: LOCATIONS IN
JAMBS OTHER THAN AS LISTED IN
A & B. r-I n
EXTRUDERS O R - 1INT. INC. SANFui7. FL. 1TLD SLIDING GLASS
DOOR TAPCON F„_-SS
CHART N.T.S.
n_e •cF==x9S_c u
GA..
GENERAL ALUMINUM CORPORATION FLANGE
VERTICAL MULLION DESIGN LOAD CAPACITY CHART VERTICAL
ALUMINUM MULLION, DIE #1446 S.H. SIZES
WDW. WTH. >
WDW. HGT. V
19.125 26.500 30.500 37.000 48.000 53.125
26.000 758 705 705 705 705 705
38.375 293 243 229 220 219 219
50.625 138 109 101 91 85 85
54.625 108 85 78 70 63 62
55.625 102 80 73 65 59 58
63.000 69 53 48 43 37 36
72.000 45 34 31 27 23 22
CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT & APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-0365 / FAX 407 805-0366
CA020035
JAN.11,02
01-1201
GENERAL ALUMINUM CORPORATION
VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION, DIE #1446
A.D7,
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 & APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250 CA020036
HEATHROW, FLORIDA 32746 JAN. 11, 02
PHONE 407 805-03651 FAX 407 805-0366 01-1201
SEE NOTES —
DWG NO: GEN-0453
D 4
MULLION INSTALLATION
ANCHOR ANCHOR D_
BRACKET CTYPJ
O
DWINDW
FRAME SILL 8 SELF TAPPING D
TYP.) SMS CTYPJ MULLI N a 1-7/8"
ANCHOR
D INSTALLATI N
BRACKET v ANCHOR
TYP.)
a
MULLION
DIE NO, 1447
TR PR A B.0. 1.
D — SUBSTRATE
J
v
ACTUR R s MULLIONNAME: a
L U
DIE NO. 1447 D 1-7/8'
WINDOW
FRAME HEAD TER FILE # 6
v
CTYPJ W= o
SECTION B-B D
v
SECTI N A -A NOTES:
1) MULLI N INSTALLATI N DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1447,
WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS HEAD TO SILL. CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16' DIA.
2) IN MASONRY
CONCRETE SCREW ANCHOR OF SUFFICIENT LTH, TO ACHIEVE 1-1/4' MIN. EMBEDMENT INT
A CONCRETE OR MASONRY.
3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS
OF SUFFICIENT LTH, 7O ACHIEVE 1-3/8' MIN. EMBEDMENT INT WOOD FRAMING.
A B B 4) MUL.LI N ATTACHMENT IN SECTION B-B IS TYP. AT JAMBS.
GENERAL ALUMINUM CRP,
CARROLLTON, TEXAS
TITLE' FIN HORIZONAL MULLION INSTALLATION DETAIL
t ALUMINUM TUBE MULLION, DIE NO. 1447
APRVD DALE, 2EXTERIORELE \ / /\ V (j TT1 N r Cr AREA- _ _ _ _ DRN, B B 3 / 17 / 0
J WyC
MT/T ---- SCALES HALF MA1L ---- DVG N0: GEN-0453
PRfSAAREh.iB'1V PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWY.; HEATHROW, FLORIDA 32746 PHONE 407-805-0365 FAX 407-905-0366
PY.
GENERAL ALUMINUM CORP.
HORIZONTAL MULLION DESIGN LOAD CAPACITIES
EXTRUDED ALUMINUM TUBE MULLION #1447
WHEN USED FOR MULLING TRANSOM
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 MULLION SPAN AND WINDOW HEIGHT IN INCHES.
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF.
PREPARED BY:
PRODUCT & APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-0365 / FAX 407 805-0366
CA020040
12Jan-2002
01-1201
DING NO: 0450
MULLI1
ANCH,
BRACK
WINDOW
FRAME JAMB
TYP.)
STALLATION
CHOR
YP. )
8 SELF TAPPING
SMS (TYP.)
MULLIUIN
DIE NO. 1448
SECTION A -A
MULLION
ANCHOR
BRACKET
MULLION
DIE NO. 1448
INSTALLATION
NCHOR
TYP.)
v ° SEE NOTESII
2 & #3
o
N7
v _
EXTERIOR ELEVATION ACT R N -
NOTES: MASTER LE 1t
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 DETAI_
EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1448
3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10
SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1.-3/8" MIN. EMBEDMENT INTO WOOD AREA: ---- ORN: JS APRVO: ---- OATE: 3/ 17,
FRAMING. Wr FT: SCALE: MATL: DWG NO: HALF ---- GEI':-C=5D
PREPARED 7Y: PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PK.Y, HEATHROW. FLOR10A 32746 PHONE 407-805--0365 FAX 407-`_15-C "
m
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 & APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-0365 / 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 3.78
38.000 236 226 226 226 226 226
42.000 182 167 167 167 167 167
56.000 72 60 57 57 57 57
60.000 57 47 43 43 43 43
86.000 18 14 12 11 10 10
CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT & APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250 CA020038
HEATHROW, FLORIDA 32746 JAN. 11, 02
PHONE 407 805-03651 FAX 407 805-0366 01-1201
MIAMI•DADE MIANII-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO-DADE FLAGLER 13UILDING
140 WL'•S-r FLAGLER STREET, SUITE 1603
MIAMI, FLOMDA 33130-1563
PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375-2901 FAX (305) 375-290S
Premdor Entry Systems CONTILWTOR LICENSING SECTION'
911 E. Jeferson, P.O. BOX 76 (305) 375-2527 FAN (305) 375.255,'Z
Pittsburgh ,KS 66762 CONTILkCroR ENFORCEMENT DIVISIO.N
305) 375-2966 F.-\X (305) 373-2908
PI201)UCr CONTROL DIVISION
305) 375-2902 FAX (305) s 72-6339
Your application for Notice of Acceptance (NOA) of:
Entergy 6-8 S/E Inswing Glazed Double w/sidelites Residential LIsulated Steel Door
under Chapter 8 ofthe Code of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this
product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the.
use of such product or material immediately. BCCO reserves the right to revoke this approval, if 't is
determined by BCCO that this product or material fails to meet the requirements of the South Flor' a
Building Code.
i The expense of such testing will be incurred by the manufacturer.
ACCEPTANCE NO.: 01-0314.17
PIRES: 04/02/2006 Raul Icoarlgucz
Chief Product Control Division
THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMMITTEE
i
This application for Product Approval has been reviewed by the BCCO and approved by the Building
Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set
forth above.
Francisco J. Quintana, R.A.
Director
Nliami-Dade Count}
APPROVED: 06/05/2001 Building Code Compliance Office
40450001\pc2000\\templates\notice acceptance cover page.dot
HURRICANE CODEPRODUCTPERPORmAnCEDRTA
IL
METRL-EDGE STEEL DOOR in WOOD PRRME
PRODUCT CERTIPICRTIOn SHEET
Valid for the following side -hinged door arrangements (Sheet 1 of 2):
GLRZED DOORS - 6'8" nUMMAL HEIGHT-
Single Door with Sidelite
on Hinge side
Single Door with Sidelite
on Strike side
0 0
0
Single Door with 2 Sidelites .. Double Doors
DOOR STYLES - 114 GLRSS:
MM
s
100 Series 133, 135 Series 136 Series 680 Series 822 Series
112 GLRSS:
tv i.
105 Series 106, 160 Series 129 Series 200 Series 12 R/L, 23 R/L, 107 Series 108 Series 304 Series
24 R/L Series
FMULTI-ME-STL WD GLZA
Entergy- Entry Systems
Out w0nurg W*V&m of produd -WWy VO MUS Spe0ka5M dnW W4 M&O datei Subjea to 0WV1 wWVM rIOM.
C.-
PRODUCT PERFORmHOCE DRTR
METRL-ODGE STEEL DOOR In WOOD PRRMB
PRODUCT CERTIPICATIOn SHEET Daps - I wf ar3)
Valid for the following side -hinged door arrangements (Sheet 2 of 2):
31114 GLASS:
Hluu Hl Mi
404 Series 410 Series 450 Series
PULL GLASS:
3
109 Series 114, 120, 122 Series 152 Series 149 Series 300 Series
SIBLITE STYLES:
MR
680 Series 129 Series 200 Series 12R, 12L, 23R, 450 Series 152 Series 149 Series
23L,24R,24L
Series
BP IMPACT F mULTI-ME STL WD-GLZ-2
Entergy- Entry Systems
Our cwdm*v vMv4M of pro" kftvwMtM meta Spedfkalom design vid piodW dttW SU0j90 10 1hWQ9 WdMl ROOM
Premdor Entry Systems ACCEPTANCE No.: 01-0314.17
APPROVED JUN 0 `5 21001
EXPIRES April 02, 2006
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. SCOPE
1.1 This renews the Notice of Acceptance No. 00-0321.19 which was issued on April 28, 2000. It
approves a residential insulated door, as described in Section 2 of this Notice of. Acceptance,
designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade
County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do
not exceed the Design Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 The Series Entergy 6-8 S/E Inswing Glazed Double Residential. Insulated Steel Doors
w/Sidelites and its components shall be constructed in strict compliance with the following
documents: Drawing No 31-1028-EM-1, Sheets I through 6 of 6, titled "Premdor (Entergy Brand)
Double Door with Sidelites with 1/8" Glass- in a Wood Frames with a Bumper Threshold
Inswing)," prepared by manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the
Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and
approval date by the Miami -Dade County Product Control Division. These documents shall
hereinafter be referred to as the approved drawings.
3. LIMITATIONS
3.1 This approval applies to single unit applications of pair of doors and single door only, as shown in
approved drawings. Single door units shall include all components described in the active leaf of
this approval.
3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle
between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed in
non -habitable areas where the unit and the area arc designed to accept water infiltration.
4. INSTALLATION
4.1 The residential insulated steel door and its components shall be installed in strict compliance with
the approved drawings.
4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane
protection system.
5. LABELING
5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance
6.1.2 Duplicate copies of the approved drawings, as identified in Scction 2 of this Notice of
Acceptance, clearly marked to show the components selected for the proposed installation.
6.1.3 Any other documents required by the Building Official or the South ida Building Code
SFBC) in order to properly evaluate the instal 'on f this syst
Man el Perez, P.E. Product & of Examiner
Prod ontrol Division
2
J
J
W,
Premdor Entry Systems ACCEPTANCE No.: 01-0314.17
APPROVED JUN 0 5 2001
EXPIRES April 02, 2006
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed
and the original submitted documentation, including test supporting data, engineering documents,
are no older than eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city,
state, and the following statement: "Miami -Dade County Product Control Approved", or as
specifically stated in the specific conditions of this Acceptance.
Renewals of Acceptance will not be considered if.
a. There has been a change in the South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code- changes.
b. The product is no longer the same product (identical) as the one originally approved.
C. If the Acceptance holder has not complied with all the requirements of this acceptance,
including the correct installation of the product. -
d. The engineer who originally prepared, signed and sealed the required documentation initially
submitted, is no longer practicing the engineering profession.
4. Any revision or change in the materials, use, and/or manufacture of the product or process shall
automatically be cause for termination of this Acceptance, unless prior written approval has been
requested (through the filing of a revision application with appropriate fee) and granted by this
office.
5. Any of the following shall also be grounds for removal of this Acceptance:
a. Unsatisfactory performance of this product or process.
b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any
other purposes.
6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the
Notice of Acceptance is displayed, then it shall be done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies,
shall be provided to the user by the manufacturer or its distributors and shall be available for
inspection at the job site at all time. The engineer needs not reseal the copies.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of
Acceptance.
9. This Notice of Acceptance consists of pages 1, 2 and this last page 3.
END OF THIS ACCEP NC
Manue crc , P.E., Product Co Examiner
Produc ontrol Division
3
3
PROUIJCT PERFORmHfICE DATA
METRL-EDGE STEEL DOOR M WOOD PRRME
PRODUCT CERTIPICRTionSHEET D1-02sNiz D &Aoc- C)u-nw 6
Valid for the following side -hinged door arrangements (Sheet 1 of 2):
GLAZED DOORS - 67'naminft HEIGHT:
0
0
Single Door with Sidelite
on Hinge side
R
Single Door with Sidelite
on Strike side
0
0
Single Door with 2 Sidelites Double Doors
DOOR STYLES - 114 GLASS:
11113
goo
100 Series 133, 135 Series 136 Series 680 Series 822 Series
112 GLASS:
7
M
105 Series 106, 160 Series 129 Series 200 Series 12 R/L, 23 R/L, 107 Series 108 Series 304 Series
24 R/L Series
MULTI_ME_STL_WB_GLZ-1j
EntergyEntrySystems
Our w0w4ng V"Mm C4 PFOM iwovgmtM Maka $Mft=*M dnign V4 WCOW dIt" SAW 10 dtWMQ "tOA rWt"-
PRODUCT PERPORMRnCE DATA
METHL-EDGE STEEL DOOM WOOD PRRMB
PRODUCT CERTIPICRTIan SHEET _p-?:)W, tZD.
Valid for the following side -hinged door arrangements (Sheet 2 of 2):
314 GLRSS:
4
1313
404 Series 410 Series 450 Series
PULL GLHSS:
yW
71
109 Series 114,120, 122 Series 152 Series 149 Series 300 Series
SIBLITE STYLES:
Al
K_
M. ol" 13 _
j I 7J L_
680 Series 129 Series 200 Series 12R, 12L, 23R, 450 Series 152 Series 149 Series
23L,24R,24L
Series
IIP+S0 IS' -SC), IMPRCT N C MULTI -ME STL-W[)-GLZ-2j
Entergy- Entry Systems
Ow wnft;WqmWmof produci Impovemem m&%cs specifiWiofm design and vWW detailsulto to chwofwithout MOM
MIAMI.OAOE
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Premdor Entry Systems
911 E. Jeferson, P.O. Box 76
Pittsburgh ,KS 66762
MIAMI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
MI's'rIZO-'DADE FLAGLIiR BUILDING
140 WE's], FL.AGLER STIZI-s13l', SUITE 1603
MIAMI, FLOIZIIDA 33130-1563
305) 375-2901 FAX (305) 375-2908
CONTILM701t Iff-ENSINC SP.CI'ION
305)375-2527 FAX(305)375-2558
CONTILAC."I'Olt I-:NI;ORCI?\II:N'1' Dl1'1110Y
305) 375-2966 FAX (305) 375-2908
111MDUC1' CONTRol. DIN'lSION
305) 375.2902 FAX (305) 372-6339
Your application for Notice of Acceptance (NOA) of:
Entergy 6-8 S/E Outswing Glazed Double w/sidelites Residential Insulated Steel Door
under Chapter 8 of the Code of Miami -Dade County governing tl)e use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this
product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the
use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined by BCCO that this product or material fails to meet the requirements of the South Florida
Building Code.
The expense of such testing will be incurred by the manufacturer. Z4111
ACCEPTANCE NO.: 01-0314.20
EXPIRES: 04/02/2006 Raul voarlgucz
Chief Product Control Division
THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE S PRODUCT REVIEW COiNUMI ITEE
This application for Product Approval has been reviewed by the BCCO and approved by the Building
Code and Product Review Committee to be used in ivIian)i-Dade County, Florida under the conditions set
forth above.
6
APPROVED: 06/05/2001
Francisco J. Quintana, R.A.
Director
Miami -Dade COtlnt\'
Building Codc Compliance Office
s0450001\pc2000\\templates\notice acceptance cover page.clot
Premdor Entry Systems ACCEPTANCE No.: 01-0314.20
APPROVED JUN 0 5 2001
EXPIRES April 02, 2006
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. SCOPE
1.1 This renews the Notice of Acceptance No. 00-0321.22 which was issued on April 28, ;000. It
approves a residential insulated door, as described in Section 2 of 'this Notice of Acceptance,
designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade
County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do
not exceed the Design Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 The Series Entergy 6-8 S/E Outswing Glazed Double Residential Insulated Steel Doors with
Sidelites and its components shall be constructed in strict compliance with the following
documents: Drawing No 31-1028-EIVI-0, Sheets I through 6 of 6, titled "Premdor (Entergy Brand)
Double Door with Sidlites with 1/8" Glass in a Wood Frames with Bumper Threshold (Outswing),"
prepared by manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade
County Product Control approval stamp with the Notice of Acceptance number and approval date by
the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to
as the approved drawings.
3. LIMITATIONS
3.1 This approval applies to single unit applications of pair of doors and single door only, as shown in
approved drawings. Single door units shall include all components described in the active Icaf of
this approval.
4. INSTALLATION
4.1 The residential insulated steel door and its components shall be installed in strict compliance with
the approved drawings.
4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane
protection system.
5. LABELING
5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by topics of the following:
6.1.1 This Notice of Acceptance
6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of
Acceptance, clearly marked to show the components selected for the proposed i0llation. 6.
1.3 Any other documents required by the Building Official or the So u tl j orida Building Code SFBC)
in order to properly evaluate the install ion of, this syste Man
l Perez, P.E. Product o trol Examiner Prod
Control Division 2
Premdor Entry Systems ACCEPTANCE No.: 01-0314.20
APPROVED JUN 0 5 2001
EXPIRES April 02, 2006
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
I . Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed
and the original submitted documentation, including test supporting data, engineering documents,
are no older than eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city,
state, and the following statement: "Miami -Dade County Product Control Approved", or as
specifically stated in the specific conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if:
a. There has been a change in the South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code changes.
b. The product is no longer the same product (identical) as the one originally approved.
C. If the Acceptance holder has not complied with all the requirements of this acceptance,
including the correct installation of the product.
d. The engineer who originally prepared, signed and scaled the required documentation initially
submitted, is no longer practicing the engineering profession.
4. Any revision or change in the materials, use, and/or manufacture of the product or process shall
automatically be cause for termination of this Acceptance, unless prior written approval has been
requested (through the filing of a revision application with appropriate fee) and granted by this
office.
5. Any of the following shall also be grounds for removal of this Acceptance:
a. Unsatisfactory performance of this product or process.
b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any
other purposes.
6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the
Notice of Acceptance is displayed, then it shall be done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies,
shall be provided to the user by the manufacturer or its distributors and shall be available for
inspection at the job site at all time. The engineer needs not reseal the copies.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of
Acceptance.
9. This Notice of Acceptance consists of pages I, 2 and this last page 3.
END OF THIS ACCEPT A NCE
Manue Perez, P.E., Product Co o Examiner
Produ 6ntrol Division
3
PREMDOR (ENTERGY BRAND) DOUBLE DOOR
WITH SIDELITES W/ 1/8" GLASS - IN A
WOOD FRAME W/BUMPER THRESHOLD (OUTSWING)
110 + 1 1/2" MINIMUM EMBEDMENT
112) PER HEAD C SILL, (5) PER JAMB
AL ICRNAIEG )/16' Pr TAPCDNS
1 112' MINIMUM CMBE OMENT %
37 I/4'_
MAX
1/2' x 2' LONG STAPLES 4' s[[ NOTE S MAx 4' MA)
IS' O.C. IS' 0.
MAX MAX MAX
110 x 2' FA V.S.
5) IN EACH INSIDE JAMB
17 I/ MAX
O.C. SPACING /
A
17 I/ ' MAX 18, O.C. O.C. SPACING
j
17 1/ ' MAX
D.C. SPACING Is* O.C.
I/
P'
MAX I jO.C. SPACING D.C.
148 1/2'
MAX
74'
4' MAX
ux 5' MAX
5- MAX
15' O.C. 15, O.C. T_ 15' O.C. 15' O.C.
MAX MAX MAX MAXAOrCI
x 2' F. V.S.
SI IN EACH INSIDE JAM
1
I
I / /
1II
4J I /16' wlKsn ouolalaontn1scRlt:
i
TOP OF DOOR aR _.,Dc Bu o1oL1
TO FE OF LOCK
Moon Bea
ii
x DCL O LOC200 SE IMpOCLOL200SCRICS
OR "I LIE LOCIIII
j Gon too
j
i
I —
i
I
J7 1/4'
MAX
0Ax 4.
4' MAX MA',
15' O.C. 15' O.C.
MAX MAXC
Ot ISI NINC; j
1I
ii
Y1• ]t OM131a
orN slots
22'
I
64 llll — I BO.II/16' MAX OLD
6' AX
110 1 112' MINIMUM CMBEOM[NT121PCRNCA0SSILL..51 PER JAMB C _IAL; ERNAIC ]/16' PFH TAPCONS 4' 15' O.C. 15' O.C. 15' O.C. IS' O.C. IS' O.C. IS' O.C. IS' O.C. IS' O.C.
I I/Z' MINIMUM EMBEDMENTDMENI MAx MAX MAX MAX MAX MAX MAX MAX MAX
M^-- 4' MAX 5- MAX MAX 4-
4- MAX
S' MAX 4• MAX
MAX
1/2' + Z' LONG STAPLES
SC CNo TC 3
ATTACH ASTRAGAL THROW BOLT 48 x I' LONG
STRIKE PLATE TO THE HEADER IN ALL REMAINING
AND THRESHOLD WITH MID x 1 3/4' HOLES
FLATHEAD SCREWS
NOTES: IL
1.) WOOD BUCKS BY OTHERS. MUST BE ANCHORED x 1 LONG
PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, FLATHEAD SCREWSFLDSC
2.) THE PRECEDING DRAWINGS ARE INTENDED TO
QUALIFY THE FOLLOWING INSTALLATIONS.
A. WOOD FRAME CONSTRUCTION WHERE DOOR R.H. OUTSWING L.H. OUTSWING
SYSTEM IS ANCHORED TO A MINIMUM TWO BY WOOD
OPENING. ASTRAGAL
B. MASONRY OR CONCRETE CONSTRUCTION WHERE
DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY APPROVcD AS Cint,l'CI N<S'JrT,ITHE SCU'
H FL STRUCTURALWOUDBUCK. C,
MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR
SYSTEM IS ANCHORED DIRECTLY TO CONCRETE OR
MASONRY WITH OR WITHOUT A NON-STRUCTURAL ONE
BY WOOD BUCK. LL
ANCHORING SCREWS TO BE 110 WITH N
U A N WHERE
WATER INFILTRATION REQUIREMENT
IS NEEDED i WHERE
WATER INFILTRATION REOUIREMENT
IS NOT NEEDED Positive
50. SF 5 . F N
iv T A P V x E G
E J u8 11L5DING CODE sv
J
J I PROD'
T C NTROL DIVISION 8UIL
COOE COMPLIANCE O ICE UM
1 1/2' EMBEDMENT INTO WOOD SUBSTRATE ACCEP TANCE NO.O1 031Y.2 0 u,.
J/16' PFH TAPCONS WITH 1 1/2' MINIMUM EMBEDMENT II UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR INTO
MASONRY. OVERHANG SUCH THAT THE ANGLE BETWEEN THE EDGE OF CANOPY OR OVERHANG 4.
UNIT MUST BE INSTALLED WITH 'MIAMI-DADE COUNTY TO SILL IS LESS. THAN 45 DEGREES. UNLESS UNIT IS INSTALLED IN APPROVED'
SHUTTERS NON -HABITABLE AREAS WHERE THE UNIT AND THE AREA ARE DESIGNED TO 5.
THREE STAPLES PER SIDE JAMB INTO HEADER ON SIDELITES ACCEPT WATER INFILTRATION. AND
DOOR, THREE STAPLES PER JAMB INTO THRESHOLD ON SIDELITES
AND DOOR. c DADE CCIUNrr MODIFICATIONS 1/U/00 JD 6.
LATEX SEALANT TO BE APPLIED AT SIDE BY SIDE LIMITS IIdESS tOfEO, PAC DEC M(. P, ( R PT NSB 9 RS JAMBS
AND SIDELITES. EXIRIISIONY MESS I00, SHI CDrL. 111.1 A ADD OTHER DOOR CONFIGURA iIONi 121101 7.
DOOR/SIDELITE HEADER, DOOR/SIDELITE JAMBS, AND SIDELITE BASE UR. R. DATE PART
EWA).+s
wy{:
uuwr oc r.L [S[I m,u om vm¢Llr[s CORNERS
ARE COPED AND BUTT JOINED. OR IT R.S. I BA - - MAII: SCALE: N.T.S. 8. DOORS
SHALL BE PRE -PAINTED WITH A WATER -BASED EPDXY RUST PREMDDR WRY SYSTEMS DU 31-1028-EM- INHIBITIVE PRIMERPAINTWITHADRYFILMTHICKNESSOF0.8 TO 1.2 MIL, 9. FRAMES
SHALL BE PRE -PAINTED WITH AN ACRYLIC LATEX WATER -BASED/ q11 E. LFE 911 (. LacCS
66762 SHEET 1 F 6 WATER -REDUCIBLE
WHITE PRIMER WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. RIVISIEN LEVER
1 1/4'
4 9/16'
37 1/4'
MAX
r• I
22' MAx
1/4' DLO
SHIM MAX 4
16
35 3/4'
MAX
GLAZING- DETAIL
SHERVIN VILLIAMS 850A
EXTERIOR GRADE LATEX CAULK
EXTERIOR
INTERIOR
1/2'
GLASS BITE
ur.
I/B' TEMPERED GLASS
INTERIOR
SECTION A -A
UUTSWING
111 1/4'
MAX
o
XX
V
EXTERIOR
74' MAX
35 3/4•
MAX -
9 10
22'
MAX OLD
nn
IW
SEE GLAZING DETAIL
35 3/4'
MAX
OTHER CONFIGURATIONS
37 I/4-
MAX
SEE GLAZING DETAIL
11 iromfi
30 24
9
35 3/4•
MAX
MAX MAX
1a :a'l 54'i/i4.;%\\aEOd F(i: •11
I. •ia7Ui:. .8701i/:/i0
1
MAXMAX MAX
1 1. 1.1
APPROVED AS COMPLYING %MTH THE -
tIus 1N.Lss a¢o, rlx Qr: :
SDOUTH JoWAdt0I CODE [3DEBD6 Ut[SS aRl, SII p)FL III
BY ,.
JJ JJnn (l
a n M
PRODeTCTROLDI`/ISIO., P00UR ENIRY SYSTD
QIIISBUILDINGCODECOMPLIANCEOFFICEPNL6
3RL,
66762ACCEPTANCE. NO.
0l'O3I'l. 20 R I
3/
4-
MAX 4
I:= l
ff—jwkTOLITE
FRAKES t DOOR CONFIGURATION
1-1028—
EM-0 SHEET 2
OF 6 BVISIDI LITIl
C
rl
80 11/16,
MAX
1/4" SHIM MAX
I— 3/4"
EXTERIOR
79 5/16"
MAX
SECTIr°J B-B
2 BY WOOD BUCK
64'
MAX DL
1 1/4"
INTERIOR
1 1/4"
MATERIALS LIST
ITEM NO. DESCRIPTION PART NUMBERI COMMENTS
1 WOOD HEAD JAMB 14 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
0 COMPRESSION WEATHERSTRIP 5 LOCKSCREEN BRAND XSEA 9650 (BRONZE)
3O ALUMINUM ASTRAGAL rEM PREMDOR BRAND OR EQUIVALENT- 5/8' ALUMINUM ASTRAGAL
4 ALUMINUM -BUMPER THRESHOLD 15 PREMDOR BRAND OR EQUIVALENT - 1 1/4' x 4 9/16'
5 TOP CHANNEL EM-08 PREMDOR BRAND - 1 11/16' - 20 GA STEEL
STEEL SKIN
NII TDLI SiROC1N 45a PSI26ga. U17 1.004 -D00) NX DIID)(SS lie 114kc I(sl REFD11 IS RI'
POLYURETHANE FOAM CORE BASF FOAM - DENSITY 2.0 TO 2.5 lbs./Ft'
BOTTOM CHANNEL EM-07 PREMDOR BRAND - 1 11/16' - 20 GA STEEL
O WOOD LOCK BLOCK EM-09 4' X 9 1/2' MTL. TO BE PINE OR EQUIVALENT
10 STRIKE STILE EM-06 PREMDOR BRAND - 1 11/16' - 20 GA STEEL
II HINGE STILE EM-05 PREMDOR BRAND - 1 11/16' - 20 GA STEEL
12 LOCK PREP FILLER PLATE EM-10 PREMDOR BRAND - .050' THICK- MTL. TO BE POLYETHYLENE
13 4'x4' HINGE EM-16 HAGER BRAND HINGE OR EQUIVALENT - .097 THICK (STEEL)
14 WOOD HINGE JAMB EM-13 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
15 010-24 x 1/2' F.H.M.S. 4) SCREWS PER HINGE INTO DOOR
16 ql0 X 2' F.H.W.S. 5) SCREVS THROUGH HINGE JAMB INTO SIDELITE JAMB, 8' DOVN FROM TOP
MAX 18' O.C. THEREAFTER
CIO) SCREVS THROUGH STRIKE JAMB INTO SIDELITE JAMB. 4' DOVN FROM TOF
MAX 8' D.C. THEREAFTER
G) SCREVS THROUGH EACH SIDELITE JAMB INTO SIDELITE, 4' DOVN FROM
TOP, MAX 15OC. THEREAFTER 17
TID FxrH APC MV 1 1/2 ENBEDM=HI OR 3/16' PFH 1APC[1S VMINIMl1M 11/2' EMBEDMENT KREFER TO ELEVATION VIEW, FOR n OF SCREWS USED AND LOCATIONS 18
410 X 3/4' F.H.W.S. 2) SCREWS PER HINGE INTO JAMB 19
H8 x 2' F.H.W.S. 2) SCREWS AT EACH STRIKE PLATE 0
LOCKSET KWIKSET BRAND 200 LOCK OR HARLOC BRAND 100 LOCK 010
X 1 3/4' F.H.W.S. 2) SCREWS PER HINGE INTO JAMB WOOD
SIDELITE JAMB EM-18 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 22'
X 64' SINGLE PANEL GLASS EM-19 TEMPERED GLASS IN POLYPROPYLENE FRAME- DC-1643 - (ODL-2 AR
TEMPERED GLA S SIDELITE
TRIM (WOOD) EM-20 5/16 x 1/2' MTL. TO BE PINE OR EQUIVALENT WOOD
CASING EM-21 FOR SIDEMBY SIDEBJAMBS' AS MULLIONS NT - ITEMS ARE MOLDINGS USC WOOD
SIDELITE HEAD JAMB EM-22 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT WOOD
SIDELITE BASE EM-23 it 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT POLYPROPYLENE
LITE FRAME DC-1643, ODL-2 HP Polypropylene by ODL 46
X 1 1/2' PAN HEAD SCREWS 18 PER FRAME TO EX SPACING BE 3' IN FROM EACH CORNER AND NOT TO
EXCEED 14. OC THERE AFTER. SIDELITE
STILES EM-26 15/16' X l 11/16' MTL. TO BE PINE OR EQUIVALENT it
PIN NAIL 3/4' LONG NAIL, 4' IN FROM END, MAX 8' O.C. THERAFTER, USED DN MILLIONS AND TRIM DOW
SILICONE # 9 9 5 LIMITS
UNLESS NOTED, EXTRUSIONS:
UNLESS N( 1
1 FNGINFFR: BEL
ANG. STD.
COM1. TOL'S. APPROVED
AS COMPLYING110TH THESOUTHFyq,
ap,ku DIN coDE DR. By R.S. DATE 7-?9- OA
JJIJ(n Uj PREMDOR ENTRY eY _
911 E. JEFFERSON PRODU
Co ROLDIVISICN PITTSBURG, KS. 66762 6UILDIN
COOS IANCE OFFICE ACCEPTANCE
NO. I Y • 2-0 Y
MODIFICAT 31-
1028-EM-0 SHEET
3 OF 6 REVISION
LETTER B
2 BY WOOD BUCK
u 1/4" SHIM MAX
79 3/16"
INTERIOR MAX
80 11/16"
MAX
2 BY WOOD BUCK
I SECTION C-C
1 1/4"
EXTERIOR
PLEASE SEE "GLAZING DETAIL'
DRAWING #31-1028-EM-0
SHEET-2 OF 6
1 1/4"
DOW SILICONE #995
LIMITS: UNLESS -NOTED, FRAC. ' DEC. ANG.
EXTRUSIONS: UNLESS NOTED, STR COWL. TOL'S.
N N
APPROVED AS COMPLYING WITH THE
SOUTH FL(PIQABOU151NGCODE DR. BY R. fIATF 7_?q_q7
EY
J`JJ((j -91 PODOR
PROD T NTROL DIVISION 911 E. JEFFERSON
BUILDING CODE COLIP' ' OFFICE PITTSBURG, KS. 66"
ACCEPTANCE NO.It `-_7-0
M
0
DADE COUNTY MODIFICATIONS
NATFRIAI WAS en YSTYRFNF
AnnE D PAGE 5 (nnnR nPTInNS
ADD SCREVS TO LITE FRAME 6 MATERIAL LIST
31-1028-EM-0
SHEET 4 OF 6
REVISION LETTER D
OTHER DOORCONFIGURATIONS 1•.
1/r• 3•
M. W M.
M. I]•
nc ]• pG p
w IJ'
aL J' ac 1]• nc I]' ¢C i]• w 1]' nL MI I
1 I I I I 1 I 1 1 1>
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vK,w nc
vKl.c 1` aco
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vKl.n v ClVKI.
11
I I 1 1 I 1 1 1 r ¢ r
ac m ¢ r eL u• r nt u• oxx v
i.•
n ir vy r v i•- M. ]• nL ,]•
aG
1J' 6c •s' nL I]• nL' ]• nC. IJ• pL O' nC ..t nc
vKlw
at vKlw v vz•
M, v yr M. ac vKl.
n G p of vKlw aG YKI.
4 aL YKIKi aclv.ciw
He 1 Ma M. .
w M. •
I•..
YM
w I .M[
w
Ma
xx x
o u• nt
n• ac u- nc u• nc. n• ac Ir nL 1 1
I c If' ]'
pL
yMi w
13• ]• OL
w M=
1]•
a ]•
pC - M. w
vKlw
yr
M.
YKI•LM, vKl.
cI/r
w vKl.cJ.M.
M. u pc.
tar 1 1
u yr
M. nc vKlw
v vr•
w nc v.
ct.c j O
j nc vKllc
1pLIt.KIIL
1 1
1 Is i
NncLLI xx No
x
No LINIISUNLESS
NOTED, FRAC DEC = AN( EXTRUSIONS UNLESS
NOTED, Sil COMI."i0.'S FNGiNFF R:
I HR. I UMIAK I BAlF I BY ArPROVED AS
COMPLYING VOTH I I4L SOUTH FIQ
jy }11 ItG E P R E MQ. D)
J(
Jn J sY 911
E. JEFFERSON PROD' -r
NTROLDIVISION PITTSBURG, KS. 66 SUIL; )DE
MAPLIANCE OF 9CCEPir,1,
FCE NO. 6 I- 0 3 1 Y. 31-1028-
EM-0 SHEET 5
OF 6 REVISION LETTER
OTHER GLAZED DOOR PANEL/SIDELITE STYLES W/SURFACE APPLIED MUNT.INS
36"
I MAX r N 0000Do00
M 00 00oo0000 u loot 00 00 00 00 of 00 00 loo
1 // it 11 1' 1 11/ 11111, ij jj II II Illlii . /1/ /1/ ,. .1 1//
1 1 II 11 11 II II II II n u ;i114 rr j 11/ / 1// IIIIII 111 /11 11/ IL•, •II
1 1 II II II II
II•.11
II I"j II II II II
1,...1 Itllil ,-: II II I.tljil I..i /1/ 111 1/1 111 11..11
1 1 II is _ II II II ll II II Ii ,1(111II111 /11
26 ,1 -27 ,1 •1 P 1 -1 •1 PD 'I
1 1 -1 PD P '1 •I 25
0 0 0
PD-35 PD-36 PD-37
36"
MAX
79 1/1 6 p '
Mp p p
SL-10 SL-20 SL-30
41
aoo BOB 060 0 0
PD-38 PD-39 PD-40 PD-41 PD-42 PD-43 PD-43A PO-43B
10oEl00O
SL-60 SL-50 SL-50B SL-69A SL-69B SL-69C SL-25 SL-55 SL-30D SL-40 SL-90A SL-90B SL-90C SL-30B SL-30C SL-70 SL-80
UNITS AISS NOTED, FRAC ' _DEC = mN I I I I I
APPROVED AS COMPLYING WITH THE
ATEHFL IWIINGDSOUTH COPROPROD'"
ROD' "
TNTROL DIVISION 911 E. JEFFERSON S'JILD!
NG CODE COMPLIANCE OFFICE PITTSBLRG, C 6( T:.::CE
NO el-031V.20 I 31-
1088-IM-0 SHEET 6
OF 6 REVISION LETTER