HomeMy WebLinkAbout250 Venetian Bay Cir (2)PERMIT ADDRESS
CONTRACTOR
ADDRESS
PHONE NUMBER _
PROPERTY OWNER
ADDRESS
Morrison Homes
151 Southhall Ln #200
Maitland, FL 32751
407-257-6940
CRC 041929
SUBDIVISION
PERMIT # DATE 61m
PERMIT DESCRIPTION Aw
PERMIT VALUATION 70M
SQUARE FOOTAGE 2-5G7
J
PHONE NUMBER
0
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
0
PLUMBING CONTRACTOR d
FA
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
City ®f Sanford v . Certificate of
Occupancy
at the building
located at 250 Venetian Bay Cir for which permit number has been completed
according to the plans and specifications filed in the permit, to wit
as Single Family Home 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: T. Lilly
Engineering:
D. Sweet
Public
Works: R.
Buckner Utilities:
R. Blake
Fire
Department: N/
A Zoning:
N/A
Morrison
Homes Property
Owner 05/
24/04
05/20/04
05/21/04
05/21/04
05/25/04
Building Official Date
CERTIFCATE OF OCCUPANCY ey,
REQUEST FOR FINAL INSPECTION
cam" „d
SINGLE FAMILY RESIDENCE****
DATE: 5/19/04 1""
PERMIT #:
a17 3
CONTRACTOR:
PHONE #:
250 VENETIAN BAY CIRCLE
VENETIAN BAY
MORRISON HOMES
KEVIN 407-832-5990
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
ngineering
El Public Works
Utilities
s yc, el-
Fire
Zoning _
Licensing
011
N/A
N/A
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
CERTIFCATE OF OCCUPANCY'
REQUEST FOR FINAL INSPECTION
SINGLE FAMILY RESIDENCE****
DATE:
PERMIT #:
ADDRESS:
CONTRACTOR:
PHONE #:
5/19/04
250 VENETIAN BAY CIRCLE
VENETIAN BAY
MORRISON HOMES
KEVIN 407-832-5990
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
Engineering
Public Works 611
Utilities
Fire N/A
Zoning N/A
Licensing N/A
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
s
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
SINGLE FAMILY REDS T F**,&UST - OTiUTIES DEPT.
To Utiins RequestReceived _ -- -°` - I pwor----------- INITIALS
DATE DATE:
5/19/04 ------------ r PERMIT #:
04-842 l:ewer ------ City
Spsvicc_s Ecsorlei)ts ---------- ---------- ADDRESS:
250 VENETIA 169keVjfIk W _ 2y`' J__ ;___ ! _
P VENETIAN
BA V e f "`'`— CONTRACTOR:
MORRISON HOMES PHONE #:
KEVIN 407-832-5990 The
building division has prepared a Certificate of Occupancy for the above location
and is requesting final inspection by your department. After your inspection,
please sign off and date the C. O. or submit addendum if it has been
denied or approved with conditions. Your prompt attention will be appreciated.
OEngineering
Public
Works Fire
N/A Zoning
t
i I i t r,s O Licensing N/
A N/
A CONDITIONS: (
TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
LMBC0401 CITY OF SANFORD
Address Misc. Information Maintenance
5 / 2"9/"0 4
09:11:53
Location ID . . . 241095
Parcel Number . 23.19.30.5.-0000-0230
Alternate location ID
Location address . 250 VENETIAN BAY CIR
Primary related party
Type information, press Enter.
Sequence Code(F4) App Free -form information Date
1.00 CSVC UT LOT 23 ************** 12804
2.00 CSVC UT SW DEV FEE $1700.00 WA DEV FEE 50.00 12804
CSVC UT BP04- 4 PD -27- 4 SEE REC 635 2
4.00 CSVC UT 3 4"WA METER SET FEE $190.00 PD -27-04 12804
5.7u CSVC UT REC 6358 17904
7.00
10M
Special
notes
More...
F2 Address F3=Exit F5=Notes display F6=Change display F9=Parcel Notes
F10=Subdivsion Notes F12=Cancel
v
Z
o
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 23 Venetian Bay , 250 Venetian Bay Circle
To Whom It May Concern,
The finished floor elevation of the structure located at:
250 Venetian Bay Circle, Sanford, Florida 32771
Legal Description:
Lot 23, "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).
i
Yours,
sogiates Inc.
a t 4
William A. Herx , P.L.S.
Vice President
WAH/bb
FEDERAL EMERGENCY MANAGEMENT AGENCY
NATIONAL FLOOD INSURANCE PROGRAM
O.M.B. No. 3067-0077
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 NAIL Number
250 Venetian Bay Circle
CITY STATE ZIP CODE
SANFORD FL 32771
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 23, " 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 ##. ) ® NAD 1927 NAD 1983 USGS Quad Map ® Other: Plat
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME 83. STATE
CITY OF SANFORD 1120294 SEMINOLE FLORIDA
B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S)
NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding)
12117CO035 E 4-17-95 4-17-95 X 9.60
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9.
FIS Profile FIRM Community Determined ® Other (Describe): Development Engineering Plans
B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): _
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction
A new Elevation 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, V1430, 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) 15.2 ft.
o b) Top of next higher floor NA. ft.(m)
o c) Bottom of lowest horizontal structural member (V zones only) NA. o 0
o d) Attached garage (top of slab) 14.9
ft.(m)
ft. E
o e) Lowest elevation of machinery and/or equipment W
6
servicing the building (Describe in a Comments area) 14.6 ft. AC Service E
o f) Lowest adjacent (finished) grade (LAG) 14. 3 ft. Z to
o g) Highest adjacent (finished) grade (HAG) 14.4 ft 0
C
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.
1 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.
769
CITY STATE
Altamonte Springs FL
SIGNfUY/ 1 n11il / (/a r DATE TELEPHONE
05-21-04 407 788-8808
ZIP CODE
32714
FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions
r -
IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company use:
BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number
250 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?
Yes No Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a 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 of my knowledge. _
PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME _
ADDRESS CITY STATE ZIP CODE
SIGNATURE DATE TELEPHONE
COMMENTS
Check here if attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law 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) or Zone 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 (including basement) of the building is: _. _ft.(m) Datum:
G9. BFE or (in Zone AO) depth of flooding at the building site is: — _ ft.(m) Datum: --
LOCAL OFFICIAL'S NAME TITLE
COMMUNITY NAME TELEPHONE
SIGNATURE DATE
COMMENTS -
Check here if attachments
FEMA Form 81-31, January 2003 Replaces all previous editions -
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
SINGLE FAMILY RESIDENCE"" Q o ,/`
r %
r / fof
DATE: 5/21/04fit
PERMIT #: 04-842 /it
I
ADDRESS: 250 VENETIAN BAY CIRCLE 0/ c ~
VENETIAN BAY v
CONTRACTOR: MORRISON HOMES a
y
4 y co
PHONE #: KEVIN 407-832-5990 ti 0-
J Q '
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
Fire N/A
Zoning N/A
zt tilitr*es— Licensing N/A
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
LMBC0401 CITY OF SANFORD
Address Misc. Information Maintenance
5/24%04
12:29:38
A.
Location ID . . . 241095
Parcel Number . . 23.19.30.502-0000-0230
Alternate location ID
Location address . 250 VENETIAN BAY CIR
Primary related party
Type information, press Enter.
Sequence Code(F4) App Free -form information Date
1.00 CSVC UT LOT 23 ************** 12804
2.00 CSVC UT SW DEV FEE 70 0 WA DEV FEE 5 .00 1 0-4
3.00 CSVC UT BP 4-842 PD -27-04 SEE REC 358
4.00 CSVC UT 4"WA METER SET FEE $190.00 PD 1-27-04 12804
0 CSVC UT REC 35 12804
7.00
800
70
10.000
Special
notes
More...
F2=Address F3=Exit F5=Notes display F6=Change display F9=Parcel Notes
F10=Subdivsion Notes F12=Cancel
Permit #: d V 4 ZZ
Job Address 0
Description of Work: C Q.A k ', Y.A(lnl
Historic District: Zoning:
CITY OF SANFORD PERMIT APPLICATION
t " 1 Date:
Value of Work:
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS a7)— Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines.
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: ) # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Bonding Company:
Address:
Mortgage Lender: _
Address:
Architect/Engineer:
State License Number: (-- C -' 1) V 0 / . 1 Tom_
Contact Person:\_ % 'Sy-" 1 Phono'3
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 of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements a Lien Law, FS 713.
C -
Signature of Owner/Agent Date 4Signature of Con r/ t Date
7'ey e;t ay -S CZVE Print
Owner/Agent's Name Pri Contractor/4Lgent's Name Signature
of Notary -State of Florida Date Si re of Nota -State of Florida „ar 1* My
Commkialon DD272809 E*
MS Deoember 07 2007 Owner/
Agent is _ Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced
ID _ Produced ID APPLICATION
APPROVED BY: Bldg: Initial &
Date) Special
Conditions: Zoning:
Initial &
Date) Utilities:
FD: Initial &
Date) (Initial & Date)
Herx & Associates Inc.
L a n d S u r v e y i n g
769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808
Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping
Map of Survey
LINE BEARING DISTANCE
L I S 89°59'43"W 50.00'
L 2 N 89°59'43"E 50.00'
NARCISSUS AVE.
TRACT G 10' ADDITIONAL RIGHT OF WAY
LI
O LOT 23
o 'A" GRADING
5.500 50. FT.
V
o LANAI Z ^a
O 15.0' O nc
O O r
a E195) crr
O SHEFFIELD O °-:
O ELEV. F O a<
SINGLE FAMILY RESIDENCE • n m
FIN. FL. ELEV: 15.0 Z
v Un V nr
LOT 22 min
m o kn m-Z. o n
i
m
65 .0'D
40Z
0'
W ~ O
O O
5.
7', o
O 13.7' 00 O20.7' 0
0 N
86.
78' L2
N)
O
O
CIL
EL: 3,1 P.
C.P. S 89° 9'43-W4 574.00 REFERENCED
BEARING CITY
OF SANFORD LOT
24 CIL
VENETIAN BAY CIRCLE (50- R/W ) TRACT "
F PRIVATE ROADWAY LEGAL
DESCRIPTION Lot 23. " V E N E T I A N BA Y according
to the plot thereof as recorded in Plot Book 63. at
pages 84 - 88 of the Public Records of Seminole County. Florida. FLOOD
HAZARD DATA: The Parcel shown hereon lies within Flood Zone "X: according
to the Flood Insurance Rate Map Community Panel Number 120289
0035E.Doted 04117195. City
of Sanford. Community Number 120294) General
Notes: Proposed
1. This is a BOUNDARY Survey performed in the field on p 2.
No aerial, surface or subsurface utility installations, underground improvements or subsurface/
aerial encroachments, if any, were located. 3.
Building ties shown are to the exterior unfinished foundation surface or formboard. 4.
Elevations shown hereon, if any, are assumed and were obtained from approved Construction
plans provided by the Client unless otherwise noted, and are shown only
to depict the proposed or actual difference in elevation relative to the assumed temporary
Benchmark shown hereon. 5.
The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights -
of -way of record whether depicted or not on this document. No search of the Public
Records has been made by this office. 6.
The legal description shown hereon is as furnished by client. 7.
Platted and measured distances and directions are the same unless otherwise noted. Denotes %"
iron rod with 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) N
Denotes Permanent Reference Monument. P.
C. P. \ SETBACKSMax
Coverage -
64 Front 25'
Rear 20' SITE DATA Side 5 '
Corner 15' MPERVIOUS SO. FT. . 55 ° Minimum Lot
Width 50' LOT S0. FT. IMPERVIOUS AREA-
3.016 SO.FT. Note: Bearings
shown hereon are referenced to the CIL of VENETIAN
BAY CIRCLE as being S 89°59"43"W. , Vertical datum
is based on NGVD per Engineering construction plans
by Neal H i l l e r Engineering. Inc. Job Number
2001. Legend Temporary
Benchmark
O/S
Offset assumed datum)
O.R.
B. Official Records Book BOW Back
of sidewalk PB Plat
Book CIL Centerline
PC Point
of Curvature PC. Point
of Compound Curvature d Central or (
Delta) Angle P.. C.P. Permanent Control Point CALC Calculated P
Page CB Chord Bearing
R P.R.M. Permanent Reference Monument CD Chord P.
Line Point C.M. ConcreteMonumentP.0.8. Point of Beginning of EL. orELEV
Elevation P.O.C.
Point of Commencement FINAL EL. Elevation (
Measured) P. I. Point of Intersection F. Found PRC.
Point of Reverse Curvature FD.Fl. Elev. Finished Floor Elevation PT. Point of Tangency I.P. Iron
Pipe R Radius I.R. Iron
Rod RAD Radial Line L Arc Length
RES, Residence LB
Licensed Business
RIW Right -of -Way LS. Land SurveyorTBMTemporaryBenchmarkMeaMeasuredTYP. Typical N/D(NBD)
Nail and Disk Fence symbol (see drawing) N.R. NotRadialX—X- Fence symbol (see drawing) Certification: Not valid
without the signa nd the original raised seal of a Florida
licensed Surveyor and M per Drawn b CM is survey meets
the requireme is f e Floridanimum Technical y ' Checked by:
OP
H,rx an
ds as
contained in Cha er 17-6 Florid Administrative Code. Prepared For: MORR I SON Sketch of Legal
Description Job Number: 02-017-02 QL(G This
is not a Survey Scale : 1-- 30' h ida Registered
Land urveyorNo. 3182 Plof Ptio perroemed:
11-21 03 rae L. Przemieniecki,
P.S. M. Registered Su a or and Mapper No. 6030 Foundation Survey illiam R. Nen ,
P.S.M. Registered Surveyor a d apper No. 6092 Final Survey 8 Associates Inc.,
State of Florida LB 493 Revisions
COUNTY UF SEMINOLE
IMPACT FEE STATEMENT'
ISGO[D BY CITY OF SANFORD
STATEMENT NUMBER 104-75934 DATE: ~
r----
BUILDING PERMIT BE TY) COUNTY NUIBER:
UNITADDRESS:__ .... ... ... _... ... .... _.... .... ... __.... ... .... ... _............. _____.... ....
TRAFFIC ZONE: JURISDICTION: Qj CITy_OF_SANFORD_________
SEC: TWPmRNG PARCEL: SUDDIVISION: '`-/
u TRACT: PLAT
BOOKx PLAT BOOK PAGE: OWNER
HAME: /} ADDRESS:'_ // ___.....
APPLICANT
NAME: Y--'---------
inn LAND
t..jSE CATEGORY: 001 - Single Family Detached House TYPE
US[: Residential WORK
DESCRIPTION: Single Family House: Detached - Construction FEE
ENE IT RATE FEE ONIT RATE PER # & TYPE TOTAL DUE TYPE
DIST SCHEDULE DESC. UNIT OF UNITS | ROADS
ARTERIALS
CO -WIDE O dwl unit $ 705.00 1 $ 7O5.00 ROADS
COLLECTORS
NORTH O dwl unit $ 142.00 1 $ 142.00 LIBRARY
CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS
CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00 AMO $
2,285.00 4.
STATEMENT
RECEIVED
BY: SIGNATURE: PLEASE
PRINT NAME) NOTE
TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE
TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION:
1-COUNTY 3-CITY 2-
APPLICANT 4-COUNTY NOTE**
PERSONS
ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE
DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PER PERSONS
ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,, TO
APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (
SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A
WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE
DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY.
THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF T|\E COUNTY
LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY
BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101
EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 66577474. PAY
ENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING
DErARTMENT 300
MORTH PARK AVENUE SANFORD.
FL 32771 PAY
ENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE
STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT
OF THE NOTICE., THIS
STATEMENT IS VALID ONLY IN COMJDNCTION WITH ISSUANCE OF AW** SIN8LE
FAMILY BUILDING
V
I
fi R$ I § 4 AP OF OCCUPANCY Cyr, P'd
REQUEST
FOR FINAL INSPECTION SINGLE
FAMILY RESIDENCE**** DATE:
PERMIT #:
ADDRESS:
CONTRACTOR:
PHONE #:
5/
21/04 250
VENETIAN DAY CIRCLE VENETIAN
BAY KEVIN
407-832-5990 The
building division has prepared a Certificate of Occupancy for the above location
and is requesting final inspection by your department. After your inspection,
please sign off and date the C. O. or submit addendum if it has been
denied or approved with conditions. Your prompt attention will be appreciated.
ngineerin
Fire N/A Public
Works Utilities
Zoning
Licensing
N/
A N/
A CONDITIONS: (
TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
Hera & Associates Inc". ! y-
land" Surveyin-g
769 Douglas Avenue, Altamonte Springs, Florida.127 4 (407)788-8808
Member of the Florida Surveying and Mapping Society and American Congress on Surveying. and Mapping
LINE
s I I
L 2
Map of Survey
BEARING
N 89°59 43-E
DISTANCE
50.00'
NARCISSUS AVE. .
TRACT G 10' ADDITIONAL RIGHT OF WAY
L1
2J7 V
v
LOT 22 r
m
o LOT 23'
o 'A- GRADING
5.500 SO. FT.
25.0' o
o LANAI
15.0'
E195)
SHEFFIELD
ELEV. F
SINGLE FAMILY RESIDENCE
FIN. FL. ELEV: 15...o
01
kn
o
0
C) . f
zJy . o
86. 78 - 4 Z'
65.0'D
40.O'W
5.7a
rn
20.7' o
0
r mm LOT 24
Z .
m
O
O .
J
4
S•
N
L 2
o e
P.C.P. S 891943".W 574.00' V' P.C.P. REFERENCED
BEARING CIL.-
VENETIAN BAY CIRCLE (50' R/W) TRACT "
F PRIVATE ROADWAY Max
Coverage - 64 SETBACKS.
CITY
OF SANFORD Front
25' Rear 20' SITE DATA Side
5 ' Corner 15' W_ERWO_US SO. FL . 55 ° LEGAL
DESCRIPTION- Lot 23. " V E N E T I A N BA Y Minimum Lot Width 50' LOT S0. FT. according
to the plot thereof as recorded in Plot Book 63. 1 M P E R V 10 U S AREA - 3.0 16 SO. FT. of
pages 84 - 88 of the Public Records of Seminole County. Florida. Note: Bearings shown hereon are referenced to the CIL of
VENETIAN BAY CIRCLE as being S 89°5943-W. FLOOD
HAZARD DATA: The Parcel shown hereon lies within Flood Zone -X" according
to the Flood Insurance Rate Map Community Panel Number Vertical datum is based on NGVD per Engineering 1
2 0 2 8 9 0 035E. Dated 0 4117195. construction plans by Neal H i 1 I e r Engineering. Inc. City
of Sanford Community Number 120294) Job Number 2001. Genera!
Notes: Proposed
1. This is a BOUNDARY Survey performed in the field on p_ 2.
No aerial, surface or subsurface utility installations, underground improvements or subsurface
aerial encroachments, if any, were located. 3.
Building ties shown are to the exterior unfinished foundation surface or formboard. 4.
Elevations shown hereon, if any, are assumed and were obtained from approved Construction
plans provided by the Client unless otherwise noted, and are shown only
to depict the proposed or actual difference in elevation relative to the assumed temporary
Benchmark shown hereon. 5.
The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights -
of -way of record whether depicted or not on this document. No search of the Public
Records has been made by this office. 6.
The legal description shown hereon is as furnished by client. 7.
Platted and measured distances and directions are the same unless otherwise noted. e
Denotes SS" iron rod with yellow plastic cap marked LB4937 or LS3162, or W
iron rod with red plastic cap marked 'Witness Corner",unless otherwise noted. O
Denotes P.C.P. (Permanent control point) ra
Denotes Permanent Reference Monument ica (
ion: Not valid w/thous the slgna nd the original raised seal 9orlda
licensed Surveyor end M per survey
meets the requirema fs f e Florida bimum Technical Slandads
as contained in Cha er 17-6 Florid' Admi`iishative Code. illia .
tlerx, P.L.S. Florida Registered Land urveyor No. 3162 itDarae
L. Pozemienieckl, P.S.M. Registered Su a or and Mapper No. 6030 William
R. ffenr, P.S.M. Registered Surveyors d apper No. 6092 flerx
d Associates Inc., State of Florida LB 493 Legend
Temporary
Benchmark O/
S O.
R.B. Offset
OKcialRecordsBook
assumed
datum) P Plan Book BOW
Back of sidewalk PCC
Point of Curvature - C/
L Centerline FCC,
Point of Compound Curvature d
Central or (Delta) Angle P.. C.P. Permanent Control Point CALC
Calculated P
Page CB
Chord Bearing P..RR M. Permanent Reference Monument CD
Chord P. Point fy Line C.
M. Concrete Monument P.O.B. Point of Beginning EL,
or ELEV Elevation P.O.C. Point of Commencement FINAL
EL. Elevation (Measured) P.I. Point of Intersection FD.
Found PRC. Point of Reverse Curvature Fin.
Fl. Elev. Finished Floor Elevation PT Point of Tangency I.P. Iron Pipe R Radius I.
R. Iron Rod Arc
RAD
Radial Line L
Length R Residence LB
Licensed Business RAW MRight -of -Way oWayLS.
Land Surveyor TBM Tem porr ary Benchmark TemporaryMeaMeasuredTYP. Typical N/
D(N&D) Nail and Disk Fence symbol (see drawing) N.
R. Not Radial X—X- Fence symbol (see drawing) Sketch
of Legal Description This
is not a Survey Drown
by: CM Checked
by: DP Prepared
For: MORRISON Job
Number: 02-017-02 Scale :
1'- 30' Plot
plan performed: II-21-OJ Foundation
Survey: Final
Survey: Revision• .
Permit #
Job Address:
Description of Work: —&,E
Historic District:
CITY OF SANFORD PERMIT APPLICATION
Date:
S
Permit Type: Building--/ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service - # of AMPS _: Addition/Alteration Change of Service Temporary Pole _V",
Mechanical: Residential Non -Residential Replacement New (Duct Layout &,-.Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial
Occupancy Type: Residential Commerci I Industrial Total Square Footage: •
Construction Type: eM u # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel, ?3— 7 Q— SO`— 00QO^ Qo _moo (Attach Proof of Ownership & Legal Description) d3
Owners Name & Address: lv/%!'A/aw. 0/y%l J ,'
V ^ -y / p
S'/ G/NItNHA& IAV,CabF7,00, MA/TIAW , AL ' 27$% Phone: Y/ D2 (0077
Contractor Name & Address: &4 / // IC. / v .)Vfv /rt r ic...+
r7
p29 / a-ldrers c1fou2 - State License Numbeer:GRG %I /
Q/'
Phone & Fax: 6 007 o7 0 S/ 40 Contact Person: 0,J104 I I- Pho.e&07,:2 7474Y 0
Bonding Company: /Vf11
Address: /V
Mortgage Lender: H
Address: /N
Arch itect/Engineer: MC.d 1416 Phone: I0 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 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 there may be addAiAnal permits required from other governmental entities such as water manager districts, state agencies, or federal agencies. I
will notify the owner of the property of the Signat0erb
Owner/Agent c^
vPrint Owner/Age,/ s e za
z Q
op
L{ Signature o ota ate -OF-Florida U
X m /\
ro
Owner/Agent is v Personally Known to Me or Produced
ID MA W
Yb+
APRLATION
APPROVED BY: Bldg: Initial & Date)
Special Conditions:
ire o
o id3 aw, FS 713. s Zos
V8 Signatur ontractor/
Agent Date o z^
m i
z cdD Print
Contr
r s me e 1211 0
C a
61 co
Sign
re
otary-State of Florida Date c ro
Jo . doContractor/Agent
is Personally Known to Me or Produced ID
N Zoning: Utilities:
FD: Initial & Date) (
Initial & Date) (Initial & Date) 4 55
10 ry 0/f
h /7 1, C / 01 (-/<-- I /I c & 6:6- rf-- Cz W]
Permit Number:
Prepared By Daphne Clark
and .O.Box 784283
Return To: Winter Garden, FL 34778-4283
NOTICE OF COMMENCEMENT.
State of Florida.
County of Seminole.
I I I i Ii 11 li frail i lil la Id ni rlu M u{i i3 IHi is 7 -1 ua i rear
LE -
CLERK OF CIRCUIT COURT
BK ft05123 PG 0338
CLERK,,, # ?003215991 FIUNDED 12/0542003
1004BiQ AN RE ADINO FEES
6.00 RELI]RDED BY
S O'Kelley CERTIFIED COPY MARYANNE
b10RSE CLERK
OF CIRCUIT
COU 1 SEMINOLE COUNTY• IDA
sv DEC 5
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. 2. 3. 4.
5.
6.
7.
Description
of
property:
Lot Number Legal
Description Street
Address a3
VENETIAN BAY,
according
to the plat thereof, as recorded in Plat Book 63, Pages .
84-88, of the public records of Seminole County, Florida.Fl)ywehal?
J
v Sanford, FL General 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. Suite 200 Maitland FL 32751-7172 Tel Number (407) 629-0077 Fax
Number (407) 629-5282: Surety :
N.A. Lender: N.A.
8. Persons within
the State of
Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.
13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself , Owner
designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida
Statutes. N.A.. 10. Expiration date of notice of
commencement : One year from the date of reco rd ing. Date Signed / ? 0 Signature of Owner'
s Agent, Maria Lisa Steiner: Sworn to and subscribAbefore me this
by Maria Lisa Steiner, who is personally known to me. os,n•ru 4c D.kCLAW
MY COMMISSION # DO 214811 of Notary:
Notary Seal: * * EXPIRES: June
27, 2007 TEOF e' Bonded Thru Budget Rdm
Sw*n
LIMITED POWER OF ATTORNEY
DATE: / 6
I HEREBY NAME AND APPOINT: DAPHNE CLARK, GUSTAV BOTES,
EACH AN AGENT OF: MORRISON HOMES.
TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO
THE BUILDING DEPARTMENT OF:
FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORNXD AT
LOT NUMBER :
SUBDIVISION:
ADDRESS:
AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY
MARIA LISA STEINER
NAME OF CONTRACTOR.)
t
SIGNATURE OF CONTRACTOR.)
STATE CERT. # CR-0041929
CONTRACTOR'S STATE REGISTRATION NUMBER.)
The foregoing instrument was acknowledged before me this
DATE:
BY: MARIA LISA STEINER
Who is personally known tome and did not take an oath.
STATE OF FLORIDA
COUNTY OF ORANGE.'.y •,, LIANA EMIRO
My COMMISSION # DID 237775
a EXPIRES: August 3, 2007
F' iF a Bonded Thru Nota Pubtio UnderwritersNotary.
SIGNATURE OF NOTARY: NOTARY SEAL.
Seminole County Property Appraiser Get Information by Parcel Number http://www.scpafl.org/pls/web/re_web.seminole_county_title?PARCEL...
PARCEL DETAIL
4tb
i i
J
I
Scminnlc County
IrR raiur
t IRI It. Rirat St,
Samford Ft. 32771
407d.6R-91,5I16
F msn 11 r1kor VA HOT 1
GENERAL
Parcel Id: 23-19-30-502-0000-0230 Tax District: S1-SANFORD
Owner: CENTRAL FLA DEV Exemptions:
PARTNERS LC
Own/Addr: #200
Address: 1053 MAITLAND CENTER COM BLVD
City,State,ZipCode: MAITLAND FL 32751
Property Address: 250 VENETIAN BAY CIR SANFORD 32771
Subdivision Name: VENETIAN BAY
Dor: 00-VACANT RESIDENTIAL
SALES
Deed Date Book Page Amount Vac/Imp
Find Comparable Sales within this Subdivision
d Back > *
ue
2004 WORKING VALUE SUMMARY
Value Method: Market
Number of Buildings: 0
Depreciated Bldg Value: $0
Depreciated EXFT Value: $0
Land Value (Market): $11,310
Land Value Ag: $0
Just/Market Value: $11,310
Assessed Value (SOH): $11,310
Exempt Value: $0
Taxable Value: $11,310
2003 VALUE SUMMARY
2003 Tax Bill Amount:
2003 Taxable Value:
DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS
LAND LEGAL DESCRIPTION PLAT
Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 23 VENETIAN BAY PB 63 PGS 84 - 88
LOT 0 0 1.000 11,310.00 $11,310
NOTE: Assessed values shown are NOT ce fffFed values and therefore are subject to change before being finalized for ad valorem tax
purposes.
If you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value.
1 of 1 12/14/2003 7:15 PM
Herx & Associates Inc.
L a n d S u r v e y i n g
769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808
Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping
Map of Survey
LINE BEARING DISTANCE
L 1 S 89°59'43"W 50.00'
L 2 N 89°59'43"E 50.00'
NARCISSUS AVE.
TRACT G 10 ' ADDITIONAL RIGHT OF WAY
LI
LOT 23
o -A' GRADING
5.500 SO. FT.
Cn
JV
o LANAI
O
O
15.0' O n
Q
E195) Orr
O SHEFFIELD O
O ELEV. F O
SINGLE FAMILY RESIDENCE
FIN. FL. ELEV: 15.0
n m
Z
LOT 22
v V
min LOT 24
Rl m --I .
o nrn
s
40.0 W
m
O
5.7a
O
O
Q
0 . 137'
20.7' o
Q
Q
0
vN
0
u,
86.78'
L2
tv
1)14 S REVIEWED0
CITY OF SA
P.C.P. P.C.P. S 89° 9'43"W-t 574.00'
REFERENCED BEARING
CIL VENETIAN BAY CIRCLE (50' R/W)
TRACT F " PRIVATE ROADWAY
CITY OF SANFORD
LEGAL DESCRIPTION Lot 23. " V E N E T I A N BA Y
according to the plot thereof as recorded in Plat Book 63.
at pages 84 - 88 of the Public Records of Seminole County. Florida.
FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone "X".
according to the Flood Insurance Rate Mop Community Panel Number
120289 0035E.Doted 04117195.
City of Sanford. Community Number 120294)
General Notes:
Proposed1. This is a BOUNDARY Survey performed in the field on
2. No aerial, surface or subsurface utility installations, underground improvements or
subsurface/aerial encroachments, if any, were located.
3. Building ties shown are to the exterior unfinished foundation surface or formboard.
4. Elevations shown hereon, if any, are assumed and were obtained from approved
Construction plans provided by the Client unless otherwise noted, and are shown
only to depict the proposed or actual difference in elevation relative to the assumed
temporary Benchmark shown hereon.
5. The parcel shown 'hereon is subject to all easements, reservations, restrictions, and
Rights -of -way of record whether depicted or not on this document. No search of the
Public Records has been made by this office.
6. The legal description shown hereon is as furnished by client.
7. Platted and measured distances and directions are the same unless otherwise noted.
A Denotes %" iron rod with yellow plastic cap marked LB4937 or LS3162, or
M" iron rod with red plastic cap marked "Witness Corner", unless otherwise noted.
O Denotes P.C.P. (Permanent control point)
M Denotes Permanent Reference Monument.
SETBACKSMax
Coverage - 64 Front
25' Rear 20' TEDATA Side
5 ' Corner 15' MPERVIOUS SO. FT . 55Minimum,
LotWidth50' [91
OT
S0. FT. IMPERVIOUS
AREA-3.016 SOFT. Note:
Bearings shown hereon are referenced to the CIL of
VENETIAN BAY CIRCLE as being S 89°5943"W. Vertical
datum is based on NGVD per Engineering construction
plans by Ned H i I I e r Engineering. Inc. Job
Number 2001. Legend
Temporary
Benchmark O/
S Offset assumed
datum) O.
R.B. Official Records Book BOW
Back of sidewalk PB
Plat Book CIL
Centerline PC
Point of Curvature PCC.
Point of Compound Curvature d
Central or (Delta) Angle P. C. P. Permanent Cnntrol Point CALC
Caicuiated PG.
Page Ca
Chord Bearing P.R.M. Permanent Reference Monument CD
Chord P/L Property Line C.M. Concrete Monument P.
O.B. Point of Beginning EL. or ELEV Elevation P.
O.C. Point of Commencement FINAL
EL. Elevation (Measured) P.I. Point of Intersection FD.
Found PRC.
Point of Reverse Curvature Fin.
Fl. Elev. Finished Floor Elevation PT. Point of Tangency IP. Iron Pipe R Radius I.
R. Iron Rod RAO Radial Line L
Arc Length RES.
Residence LB -
Licensed Business RIW Right -of -Way LS. Land Surveyor TBM Temporary Benchmark MeaMeasuredTYP. Typical N/
D(NBD) Nail and Disk Fence
symbol (see drawing) N.R. Not Radial X—
X- Fence symbol (see drawing) Certification:
No( valid without the signs nd the original raised seal of
a Florida licensed Surveyor and M per Drawn by: CAI survey
meets the requI.rem0 is t e Florida nimum Technical Checked b y : DP Stands
ds as contained in Cha er 17-6 Florid Admin istrative Code. Prepared
For: MORR 1 S ON Sketch
of Legal Description Job Number: 02-017-02 cac
This is not a Survey Scale : 1,- 30" illia .
Herx, P.L.S. Florida Registered Land urveyor No. 3182 Plot pion performed: 1 1 - 21 - 03 Darae
L. Przemieniecki, P. S. M. Registered Su a or and Mapper No. 6030 Foundation Survey: Final
Survey: Williams
Herx,
ociat
P.
S.M. Registered Surveyors d apperNo. 6092 Revisions
Herx &
Associates Inc., State of Florida LB 493
Ilerx & Associates Inc.
L a n d S u r v e y i n g
769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808
Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping
LINE
L I
L 2
Map of Survey
BEARING
S 89°59'43"W
N 89°59'43-E
NARCISSUS AVE.
DISTANCE
50.00'
50.00'
TRACT G 10' ADDITIONAL RIGHT OF WAY
LI
o LOT 23
o A- GRADING
5.500 SO. FT.
s.
25.0' o LANAI z "'•o
O I5.0' O nc
O O
a E195)
O SHEFFIELD O °'_.,
O ELEV. F O
SINGLE FAMILY RESIDENCE n m
FIN. FL. ELEV: 15.0 Zy
LOT 22
V V
min LOT 24
o n
El i
40.
0D
40.0 W
mZ
O O
5.7a
O
O
0 13.7'
20.7' ...
O
O
0
U1
86.78'
L2
N
lrh
O
O
P.C.P. - - - S 89° 9'43''W4 774.00' - - P.C.P.
REFERENCED BEARING \
CIL VENETIAN BAY CIRCLE (50 ' R/W )
TRACT "F " PRIVATE ROADWAY
CITY OF SANFORD
LEGAL DESCRIPTION: Lot 23. " V E N E T I A N BA Y
according to the plot thereof as recorded in Plat Book 63.
at pages 84 - 88 of the Public Records of Seminole County. Florida.
FLOOD HAZARD DATA: The Parcel shown hereon ties within Flood Zone "X
according to the Flood Insurance Rate Map Community Panel Number
120289 0035E.Doted 04/17/95
City of Sanford. Community Number 120294)
General Notes:
1. This is a BOUNDARY Survey performed in the field on Proposed
2. No aerial, surface or subsurface utility installations, underground improvements or
subsurface/aerial encroachments, if any, were located.
3. Building ties shown are to the exterior unfinished foundation surface or formboard.
4.. Elevations shown hereon, if any, are assumed and were obtained from approved
Construction plans provided by the Ciient unless otherwise noted, and are shown
only to depict the proposed or actual difference in elevation relative to the assumed
temporary Benchmark shown hereon.
5. The parcel shown hereon is subject to all easements, reservations, restrictions, and
Rights -of -way of record whether depicted or not on this document. No search of the
Public Records has been made by this office.
6. The legal description shown hereon is as furnished by client.
7. Platted and measured distances and directions are the same unless otherwise noted.
Denotes %" iron rod with yellow plastic cap marked LB4937 or LS3182, or
34" iron rod with red plastic cap marked "Witness Comer", unless otherwise noted.
O Denotes P.C.P. (Permanent control point)
0 Denotes Permanent Reference Monument.
SETBACKS:
Max Coverage - 64
Front 25' Rear 20' SITE DATA
Side 5 ' Corner 15' 1 IMPERVIOUS SO. FT. . 55 °
Minimum Lot Width 50' 1 LOT S0. FT.
IMPERVIOUS AREA -3.016 SO. FT.
Note: Bearings shown hereon are referenced to the C/L
of VENETIAN BAY CIRCLE as being S 895943"31.
Vertical datum is based on NGVD per Engineering
construction plans by Neal H i l l e r Engineering. Inc.
Job Number 2001.
Legend
Temporary Benchmark
ois Offset
assumed datum)
0..OR.B. Official Records Book
BOW Back sidewalk
PB Plat Book
CA riCenterline
PCPC Point of Curvature
11 Central or (Delta) Angle
Point of Compound Curvature
CALC Calculated
P. C.P. Permanent Control Point
CB Chord Bearing
PG.
P.R.M.
Page
Permanent Reference MonumentCDChordP2PropertyLineC.M. Concrete Monument
P.O.B. Point of BeginningEL. or ELEV Elevation
P.O.C. Point of Commencement
FINAL EL. Elevation (Measured)
P. I. Point of IntersectionFD.
Fin.Fl. Elev.
Found
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
RAN 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)
Cersification: Not valid without the slgna nd the original raised seal
of a Florida licensed Surveyor and M per Drawn b y ' CM
Sur meets the requireme is t e Florida 'nimum Technical
Chocked b y : DPStandsascontainedinChaer17-6 Florid Administrative Code.
Prepared For: MORR 1 SON
Sketch of Legal Description JobNumbar: 02-017-02
0-, This is not a Survey Scale : 1-" 30'
illiaFlohda Registered Land urveyor No. 3162 Plot plan performed: 11 - 21 - 03
Darae L. Przemieniecki, P. S.M. Registered Su a or and Mapper No. 6030 Found a t i o n Survey:
William R. Herx, P.S.M. Registered Surveyor a d apper No. 6092 Final Survey:
Herx d Associates Inc., State of Florida LB 493
Revisions
w' P. 210-037203 9:04AM FROM
CITY OF SANFORD PI APPLICATIONMNfT
7 Date: Permit a ' o
Job A"M": In t t% d'/ i ' T
Description of Work:
Historic District: ZODWUS: Value of Work:
Permit Type: flu xwz Flomcal Mcchalucal Plumbing Fire Sprinkler/Alarm Pool
ElectriW; Now Smieo — # of AMPS Addition/Ahccutioa Change of Service . Tcmpor4y POIc
Meehaoieul: Residential Non -Residential RePlaccment New (Duct Layout & lmcM Cale, Requimd)
PlumbiuW Ncw CorttateveW. M of Fixtures k o of Watcr & Sewer Lines ti of Gas Lines
Plutnbing/New Residential: # of Watcr C osas4 - Plumbing Repair— Rcu enual or Commcneial
Occupancy Type: Residential Commercial Industrial - Total Square Footage:
Cv"uvcilon Type: it of Stories: # of Dwelliag Units: Food Zone: (FCMA form requlrcd for other thaw X)
Parcel 0;
Binding Company:
morigage Lender:
Attach Proof Of Ownenhip & Lcgld Deacrlpdon)
36
ArchiteWBogiueer. Phoot:
Address: Fax:
Application is hereby made to obtain a permit to do the work and inuallations ar indicated. l certify that no work or installation has commcncul prior to the
issuance of a permit and that all work will W performod to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be sacurcd for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS. FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT:1 cwtify that all of the foregoing information is accurate and Ail all work will be done in compliance with all applicable Irtws rorulatinv,
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YU01l I'F.Y IN(i
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFOM KBCORDING YOUR NOTICE OF COMMENCFMAN'f.
NOTICE: In addition to the requirements Of this permiL, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be ad Wrial Permits required from other govcmmontal entities such as water management districts, state agencies, or federal ugcrtcics•
Acecpwnco of pumit is vvriftearion lhac I will notify the owner of the property of the requirements of Florida Lica Law, FS 713.
o
Signature of OwnodAgent Date Signature of CparrmorlAgent Date
Print Owner/Agent's Name
Signaturcaf Notary -State of Flonda Date
OwucdAgcnt is _ Personally Known to Me oil
Produced IL)
Print Conuactor/Aget's N
Ifoo-ry-Siatc of Florida Uale
ov
Contractor/A i PCISifmali"awn lv Me ur
Produc°f ty Commission 024971aVwExpiresMay132005
CAPPLICATIUN
APPROVED BY: Uldg: ZOning: Utilities: FD:(
Initial & Date) (Initial & Dole) (initial & Wto) (initial Al Date)
Spai;d Conditions:.,
CITY OF SANFORD PEF-0.4TT f,v PT,aCATIO",$
iob Address:
r
Description o;_; VN<erh..&t_z4r a . /
Historic District: zwning J
j 1_u€ o; ?./OrI;' F (70 L1761- - -
Perrin Type: Fttiiding Electrical wlerh" iml r Plumbing Fire SprinHei mm FGQ?
rI€str;e<tl: Neev Service — Vof AN1PS AdditionJAheration Change of Service Ternpofb y Pole
liieshanicat! Residential ,t' Non -Residential Peeplaent New (Mutt iayot t gnergyCal. Required)
Plumbing/ New Commercial: #' of Fixtures V of Water &- Sewer Lines ' of &as Lines
Plumbing/New Residential: D of Wter"Closets Plumbing Repair — Residential or Commercial Occupancy
Type: Residential Commercial Industrial Total Squnre Footage: Construction '
Tyne: u of Stories: V of Dwelling Units: Flood Gone: (FEMA form required for ("iGar t:h.ar_ X) Parcel
AN: (At2aeh Proof of Ownership & Legol Description) Owners
Name & Address: Phone:
Contractor
Name & Address: YM..ATR A r 1, AM VAWn ntea
RCFSTREET CFTT?*f+`3i tateLicenseNumber 4
G.
j
p$v®"`-
Phone &
Fax: TAKE MAW, FIX)RTt3Tt r nct, r s 7!/iI N'jf t jGsr '+'.i Pit+SfgtY'' 3G°4'3 ">fd:' Bonding,
Company: Address:
Mortgage
Lender: -- — Address:
Architect/
Engineer: Phone: Address:
Fa;; Application
is hereby made to obtain a pen -nit to do the work and installations as indicated. 1 certify that no work or installation has comnieru:ed prior to the issuance
of a per nitand that all work will be performed to meet standards of all laws regulating consiuction in this jutisdiction..i understand that a sepamie 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 inform Lion is accurate and that all work will be don in compliance with all applieablr. l we i c:P:ulring construction
and z ling. WARNING TO OWNER: YOUR FAiLURE TO RECORD A NONCE OF CO ENT EMEid T MAY JESULT 17,? Yo f ff' i'i, `, T1,!G TWICE
FOR LMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIid FINANC_ .G; COT SU ' ViT-H YOUR LENDER OR ! )\ ATTORNEY
BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE:
In addition to the requirements of this permit, there rmy be additional restrictions app ble to rope, that , found in the public records of this
county, and there may be additional perm is required from oche gove n ental entities sit as ovate agem t dis u, st4te agencica, 91 ft:dc, nl agencies. Acceptance
of permit is verification that 1 x ll notify the owner of the property of the re trementW otida7L I MJZ, FS 713/ Signature
of Owner/Agent Print
Owner/Agent's Name Signature
of Notary -State of Flonda Owner/
Agem is _ Personalh ,nown to Me or Produced
ID APPLICAI
10N APPROVED BY: Bldg' Initial &
Date) z )-
xcia!
l onditions: --- Date
Date
1
0 2004 C
gnatuyRT oG c
E0i'
U0USSO Date P
ontractor At's (ame Signature of
No-n•-State of Florida Date Contractor/Ac:-.::;
VePersonalh, Known to Me or Product,' :,) Zoning:
Initial &
Date)
FD; initial &-
Date)
t t • Dai: NIIM RR
DAC. TURNER EXPIRES: June
14, 2007 Bonded Thru
Notary Public Undpnwtiters
TRUSS INDEX SHEET
r.
Per Rule 61 G15-31.003 of the Florida Board of Engineers
Customer: MORRZ195F ON
MYTH LUMBER Co. Job Identification: Z195F
Address 1 VENETIAN BAY ROOF TRUSS DIVISION
Address 2 LOT 23 2722 SOUTH APOPKA BLVD.
Jurisdiction: CITY OF SANFORD APOPKA, FL 32703
General Building Design Information 407-299-1522
Florida Building Code - 2001; Chapters 16 and 23 FAx: 407-299-9153
ANS11Tpl 1
Design. Loads
Roof: 37 PSF
Floor:
Wind: 120 MPH/CLOSED BLDG. WITH REAR PORCH & RAISED ENTRY WIND PRESSURE EFFECTS
Engineer of Record ROBERT MONTA OF 237 S WESTMONTE DR., STE 210, ALTAMONTE, FL PE#33709
Or Building Designer: Seal Date: la-Nov-03
Truss Engineer. William M. Ranieri
Alpine Engineered Products Design Software 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: 29 Plus Standard Details
Truss ID:
RI
R3
R4
R5.
R6 r ?`
R7
R8
R9
R10
R11.`
a"
R12 .
v
R13 $
a
R14fnf
a
3+
f
R15 c \
a : s
H2
nitH3
H4.
gkgn
El 100
E2
PLANS REVIEWEDE3
E4 CITY OF SANFORD
C1
C2
Cs
C4 '
CS
Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers
250 60
G3
G2
GI
6 0'
LL IZ.O
D TRUSSES
W/ RAISED FEEI-S
RIO DAGK roNOLou: a
I/2ON FRAbE WALLS R9
SMYTH
UUMDEIz CO. R6
ROOF TRU55 DIVISION Z1
0, R7 2722 50LJTH APOFKA 6LVI7. AFOFKA,
FL. 32703 407)
2qq : 1522 FAX (
407) 29g - g153 Engineering
Gertificate of
Authorization # g216 NOTES
1)
IT 5 TFE DLLDER'5 RE9'045B Y TO VERFY
TRUSS PLAGEA T PLAN AAD TRUSS
D15" DRAMC AGANST FELO GONMI"
PhD OfSGN NTENP.. Rff
MWt: SEOTI IA.2n ANSVTM FYfSY - APPROVED
NAM1E IPRNTI 65'
0, 50'
a DATE Z)
TRIihE`Y M15T WT DE all GR ALTERS N
ANY WAY WRH PRIOR AUNYRV-AT DY
SMYTH TR GOLPAJY. 3)
TRLSSE5 THAT ARE W M ALTERED W—
TAUIHORIZAT'AN WLL DE REPAREO GR
REn.AGEP AT GUSTOI.£K5 E%PEASE. 4)
DACI, i G 5 CF ANV I, wLL NDT CE GONSDER[
D WITI-MT PRIOR RE VEV Aw VMTTEN
GGNS NT DY.-A /IH TRUSS (GW—. PETALS:
K7 -
REFER
TO I-D Y ff!Ca .QOATU0 FOR HAI—
M. NSTA.LAT , AM - TEAPORARY
DRAG 24
O R6
REFER
TO EIJ6nEER® ORAWI G FOR rERMAKNT
MA" REOIREO Z).
ALL TKLI S%5 UICLLONP TRU55E5 - Vn
ER VALLEY FRAMPD MIST
DE GGI.PLETE-Y DEGRED CR
REFER TO VALLEY TRUSS PETALS
FOR ALTERNATE Rio
MA" REOLRELe IT5 3)_
ALL VA.LEY5 TO CE CANENTRJNALLr FRA.
ty DY DLLDEE - - NPERM
LOAD DEARNG WALLS - RI2
OLRLD
WALL TO v' 4• HANGER LEGEND THEN
V-EWALL TO ALL Pool TR HANGERS 10 DE 5 591 R
4 14'
2' PLATE HEIGHT 24
GR USP KANr-5A61 T W24UIJ,.ES5 NOTED
oT1C E. - lWl'
IiINS Mail
II:
IIN]l,,
fl•//IfII I:YI.I Ii;N,NR:I I I `i_ I MVk
Y -
A •
4
IMPSO UP
KANT AG m - HUS26
OR TM026 HHUS26-2
OR THD28-2 m-. HHUS26-
2 OR THD2e-2 HHUS+e
OR THO411 m • HGUS26-
2 OR THDH20-2 O - HGUS26-
2 OR THDH2e-2 , HGUS26-3
OR THDH2e-3 SUUR210 OR
SKH210UR O- HGUS4e
OR THDH46 THA422 OR
MSH422 m - THAC+
22 OR MSH4221F 11UC410 OR
HD4101F Q- THJA20
OR HJC26 m 3elates
to
the Puss designs specific or this structure. T e truss framin Is based upon the LONTRAGTOK : STATE O
E review of plans, draw ngs and specifications provided by the building design professional. MORRISON HOMES t The
building design professional has final approval of the truss Iraming end/or truss . " t`/ placement
plan. The design onfglha temmporary anla d permanent bracing, the diaphragm system, - Iq5 _F q_4' ('(,.HT. urai/ • m
8
P® ` des
g
p otessd toheIlwl nosbe limdedito, designloapdingoads from wind ndenglhhe
builproding ily
is D°
GARA6E Q (((''' the
resnsibililoftheIwildtdesinrofessional. Additional n rovaf b the buiWin i'.` _ 56ALE DATE
LAYOUT ID. GRAVN By t,/s2oo2 - js - ? ,'•
pitches and depths. None n/voz a 0n. RH
C170t - K1) - IM1J UWb IKtF'AK.LU P-.KUM: (,UNF'tJItK 1NFUI LUAU) 5 U1Mt NbIUNJ) JUbMII ILL) by IKUJJ MFK... -
TOP CHORD 2x4 SP #2 :T2 2x6 SP #1 Dense: 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED.BLDG, LOCATED
BOT CHORD 2x6 SP #1 Dense. ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD..
1 HIP SUPPORTS 4-7-0 JACKS AT LEFT END AND 5-0-0 JACKS AT RIGHT END. r.
JACKS HAVE NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
5X8= 2X4111
5X8ri
6 r— T2
6
3X4 (A1) =
0-6-11
9-4-0
2X4III 7X6_ 2X4III
3X4 (Al)
1— 4-7-0 1 10-8-0 I 5-0-0 I'
20-3-0 Over 2 Supports
R=1181 U=567 W=3" R=1249 U=604 W=8"
PLT TYP. Wave TPI-95 Desi gn Criteria: TPI STD FL BLDG CODE QTY:l FL - 1 R Scale
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 r.Rw, fYL RHvw, TC LL 20.0 PSF REF R352' -49928 -
SMYTH LUMBER GO.
INSTITUTE. 587 D'ONOFR IO DRR. SURE 200, `MADI SON, WI 53719),. FOR SAFETY PRACTICESPRIORTO PERFORMING
THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 70P CHORD SHALL HAVE PROPERLY ATTACHED tIGR 4.'.c y TC - DL C 7.0 PSF DATE - 10/15/02 STRUCTURAL
PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT—
rr G
N.,; yr ROOF
TRUSS DIVISION F FURNISHA 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 i
No. 42704- 1
BC
DL 1D. QPSF DRW $LTUSR 352 OZZ$$OS 2722
SOUTH APOPKA BLvD. APOPKA,
FL 32703 - 407-
299-1 522 BUILD
THE TRUSSES IN CONFORMA NCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING
OF TRUSSES. THIS OESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLI
SHED BY THE AMER IC AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ' STATE OF ?
jj :.' BC -
LL
D,D PSF SLT-ENG /WMR FAX: 407-
299-9153 - CONNECTORS .ARE
MADE OF 20 GA,ASTM A653 f.R 40 GALV. STEEL, EXCEPT. AS NOTED. APPLY CONNECTORS TO EACH FACE
OF TRUSS, AND UNLESS OTHERWISE LOCATED ON. THIS DESIGN, POSITION CONNECTORS PER. V OR
TQT. LD. - c 37.0PSFcp t1 JEAN - 2896DPROFESSIONALDRAWINGS
160 "
A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF.PROFESSIONAL ENGINEERING OHII\ Dlln F AC OUR A1q5 c- FROM FnDENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS MF L - ". R I'I JLC.. CERTIFICATE OFAUTHORIZATION#
9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI
oct 15 '
u SPACING SEE ABOVE 1-1995SECTION2,
ni rcn ininiir it n"nc o n MCnICTnAK[ CIIRMTTTFII RV TRIIGC MFR
L1y5Y - KLJ.
TOP CHORD 2x4 SP #2 120 MPH WIND, 15.19 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
BOT CHORD 2x4 SP #2 WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
WEBS 2x4 SP #3 BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
5X4=
6
6
14-2 0
2 X 4 III
2X4(Al ) = 2X4(A1)
L<1-4-03JE1-4-Oy 0 4ri1 4 Oy
4-2-0 _I_ 4-2-0 ,I
8-4-0,Over 2 Supports
R=451 U=315 W=4" R=328 U=197 W=4"
PLT TYP'. Wave TPI-.95 R Design Criteria: TPI STD FL BLDG CODE OTY:l 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 M• er7 T C L L 2 0. 0 PSF REF R 3 5 2-- 4 9 9 2 9
INSTITUTE. 503 0 NOFRIO DR., SUITE 200. MAD ISO N. W1 537191. FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. TOF CHORD SHALL HAVE 'PROPERLY ATTACHEDr'`C" j a•'IF C'• 4j.•:F T C D L 7.0. P S F DATE 1 0 / 1 5 / 0 2
S MYTH LUMBER CO.
UNLESS.OTHERWISEINDICATED.
STR UC 7UR AL PANELS, BOTTOM CHORD SHALL MAY A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT_ -FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f ND.42704 : >a BC DL. 10.0 PS.F. DRW SLTUSR352 02288033
ROOF TRUSS DIVISION PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;. ANY FAILURE i0
2722 SOUTH APOPKA BLVD.
APOPN:A, FL 32703
BUILD THE TRUSSES IN CONFORMANCE WITH I1; OR FAORICATI8G. HANDLING, SHIPPING, INSTALLING AND BRACING
OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN s
j STATE
OF ' B C L L O . O PSF S L T - E N G / WM R 407-
299-1 522 FAX:
407-299-9 153 SPECIFICATION
PUBLISHED BY THE AMER ICAN FOREST AN0 PAPER ASSOCIATION) AND I I. ALPINE - CONNECTORS
ARE MADE OF 20GA ASTH A653 GR40 GAL . STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH
FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER O
R pPr`' T 0 T . L D . 37 .0 P S f S E O N 28962 DRAWINGS
160 A-Z., THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING p`' D U R F A C 1.2 5 FROM S D Y PROFESSIONAL
ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE
OFAUTTHORrZATION#92T8 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THEG . BUILDINDESIGNER, PEROct 15''U I SPACING 24.0" - ANSI(TPI 1-1995 SECTION 2.
Z195F - R3) THIS DWG PREPARED FROM COMP.LjTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
1 HIP SUPPORTS 3-0-0 JACKS WITH NO WEBS.
5X4= 5X4=
6
ri
14-2-0
2X4 III 2X4 III
2X4 (Al) = 2X4 (Al)
LC1-4-0>J-<1-4-0>J OYil 4 Oy
1_ 3-0-0 _1— 2-4-0 _L 3-0-0 _I
8-4-0 Over 2 Supports
R=514 U=271 W=4" R=394 U=210 W=4"
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a QTY:l FL - 1 R - Scale =.375" Ft.
WARNING`^ TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND M ^ T C L L 2 Q. D P S F REFF R 3 5 2-- 4 9 9 3 0BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED 8Y TPI- .(TRUSS PLATE
INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON, Wi 53719), FOR SAFEiY PRACTICES PRIOR i0
PERfORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORO SHALL HAVE PROPERLY ATTACHED
R, '
t
VG\F!C4 F T C D L 7 0 P S FSMYTHLUMBERCO. DATE 1 Q/ 1 5/ 0 2
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT•`- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDROOFTRUSSDIVISION-
2722 SOUTH APOPKA BLVD..
PRODUCTS INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
BUILD THE TRUSSES IN SHIPPING,
1 No.42704 : BC DL lO.Q PSF DRW SLTUSR352 02288006
SLT-ENG /WI'IR. APO FL
CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN BC LL - 0.0 PSFPKA, 32703:
407-299.1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND .TPI. ALPINE ,
CONNECTORS ARE MADE OF 20GA AST A653 GR40 GALV. SiEEI, EXCEPT AS NOTED. APPLY CONNECTORS TO
S STATE OF '
S PjAi' TOT.LD. 37.0 PSF SEQN - 28965FAX: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
p •y Q R%'0
VsI/fa,A( DUR.FAl 1 q[ U R AC FROM clS CPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS 11//JrlAf v L J L
CERTIFICATE OF AUTHOR[ZA,nON 59218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER
ANSI/TPI
O C t 15 SPACINGACING SEEE A B O V E1-1995 SECTION 2.
TOP CHORD 2x4 SP #2 120 MPH WIND, 10.32 FT .MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
5X4= 2. 5X4 = 2X4 III
6 17—
2-4-3
9-4-0
2.5X4=
2X4(A1) 2.5X4
L< 1-4 O>1 _
I_ 4-0-0 I 9-3-0 _1
13-3-0 Over 2 Supports '
1
R=589 U=285 W=8" R=473 U=199 W=3"
PLT TYP. Wave TPI-95 R Desi gn Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 375" Ft.
WARNING'- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
ACING. REFER TO HIB-91 (HANDLING INSTALLING AHD BRACING), PUBLISHED BY TPI (TRUSS PLATEBRAlt-- INSTITUTE. 503 D'OHOFRIO DR., SUITE 200. MADISDN, WI. 53719). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATE'. TOE CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT" FURNISH A COP OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
A7/y- F(,'''` V4r';F
t
G
F N0.4"1%QAi
1
T C
T C
BC
L L
D L
DL
2 D.
7 .
10.0
0
0
P S F
P S F
PSF
R E F R 3 5 2-- 4 9 9 3 1
DATE 1 0,/ 1 5 0 2
SMYTH LUMBER CO.
ROOFTRU53 IYISION DRW SLTUSR352 02288007
S L T - E N G W M R2722SOUTHAPOPKABLVD.
APOPKA,FL 32703
407-299 1522
FAx: 407.299-9153
BUILD THE TRUSSES IN CONFORMANCE WITH TP 1; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPECJFICA710N PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF 20GA ASTH A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER
7{
r
STATE OF
d`
R1o..'
ss/Orypt'
B C
TOT.
L L
L D .
0 .
3 7.0
0 P S F
P S F S E O N 28967
D U R F A C . 1 .25 FROM S D YPROFESSIONALENGINEERING
CERTIFICATE OFAUTIHORI7ATI0N#9218
DRAWINGS 160 A-7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPONSIBILITY SO,yELY FOR THECOR USS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
COMPONENT1FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER
NSSE SECTIONPARTICULAR
Oct 15 IiO2 * SPACING 24.0
Z195F - R5) .b lh1J UWU FKtrAHtU FH'UM UVrlr Uj;LM INVUl kL.VAUJ Ct UIPICINJIWl13) JUDPI11ICU DI lnuaa run.
TOP CHORD 2x4 SP #2 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
BOT CHORD 2x6 SP #1 Dense ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
1 HIP SUPPORTS 2-0-0 JACKS WITH NO WEBS.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
4X6= 2X4 III 3X6 (R) III
6
1-4-3
9-4-0
2X4111 4X8=
2X4 (AT) = 2X4 III
L<1-4-OY
1 2-0-0 I 11-3-0 1
13-3-0 Over 2 Support
R=598 U=322 W=8" R=474 U=232 W=3"
PLT TYP. Wave TPI-95 Design Criteria: TPI STD FIL BLDG CODE 19 a 0TY:l FL -'1 R - Scale
WARNING"" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
BRACING. REFER TO-Hi891 `(HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI(TRUSS PLATE R TC LI L 20. PSF REF R352--49932
INSTI TOTE. 583D'ONO FRIO D R.. SURE 200. MADI SO N, NI 53719). FOR -SAFETY PRACTICESPRIORTO PERFORMING
THESE,FUNC TIO NS. ONLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED Q FI•C F C - TL. DL 7.0 PSF - -DATE 10/15/02 SMYTH
LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"
FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED.. 4'
6+ BC.
DL - 10.0 PSF - DRW ROOFTRUSSDIVISIONANYDEVIATIONFROMTHISDESIGN; ANY FAILURE TO d NO.42704 i SLTUSR35202288008 2722 SOLITH
APOPKA BwD. - PRODUCTS: INC.
SHALL .NOT BE RESPONSIBLE FOR BUILD THE
TRUSSES IN. CONFORMANCE WITH TP I: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND y1 7C : `* '
J ® OF
CONFORMS WITH
APPLICABLEPROVISIONSOFNDS (NATIONAL BC LL - 0..0 PSF SLT-ENG /WMR APOPKA,FL 32703
407-299-1522
BRACING OF TRUSSES.
THIS-0ESIGN SPECIFICATION PUBLISHED By
THE AMER7CAN FOREST AND PAPER ASSOCIATION) TP1. ALPINE TO STATE OF
Q
TOT. LD, PSF
p SEVN- 2V970 FAX: 407-299-
9153 CONNECTORS ARE MADE
OF 20GA ASTM A653 GRAI0 GALV. STEEL. E%CEPT AS NOTED. APPLY CONNECTORS POSITION CONNECTORS PER
1 Sy `-:• 37.
0 EACH FACE OF
TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, -. DRAWINGS 160 A-
Z.THE SEAL ON THIS DRAWING I NO; CAT( S ACCEPTANCE OF PROFESSIONAL ENGINEERING A•.,R10•••• aVs j
A111`
t DUR. FAC. 1.25 FROM SLC. - - PROFESSIONAL ENGINEERING RESPONSIBILITYSOLELYFORTHETRUSS -COMPONENT DESIGN SHOWN: THE SO I TABIL ITY AND USE OF THIS V/,N {• _ CERTIFICATE OF AIITHORI7ATION#
921. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF. THE BUILDING DESIGNER, PER Oct 15 SPACING - SEE ABOVE ANSI/TPI 1-
1995 SECTION 2. -_
119bF - H6) IK1J UWU NKtPAKtU 1-KUM L.UMIUILK 1NFUI (LVAUJ 5 UIMLNJIUNJ) JUGM111tU MY IKUJJ PILK.
TOP CHORD 2x4 SP 2 120 MPH WIND, 14.32 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 BCOL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING CLB) EOUALLY SPACED
ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
5X6
6 r
5X6
A) A)
6
5 X 6
9-4-0
5X6= 5X8= 5X6=
3X6 (Al) 3X6 (A1)
1-4-0
ty
1-4-0
r
20-0-0 20-0-0
40-0-0 Over 2 Supports
I
R=1561 U=479 W=8" R=1561 U=479 W=8"
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 0TY:12 FL 1 R Scale 1875" Ft.
WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING.
REFER a A.- Tl. L L 20.0 P S F R E F R 3 5 2-- 4 9 9 3 3 TOHIB-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE.
583 D'ONOFRIO DR., SUITE 200, MADISO N, WI 53719), FOR SAFETY PRACTICES PRIOR TO F'C'}'Vj// S
MYTH LUMBER CO. PERFORMING
THESE FUNCTIONS_ .UNLESS 07HERNISE INDICATED, TOP CHORD SHALL HAVE PROfERLYA77ACHED STRUCTURAL
PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG10 CEILING. T
Tl. D L 7. 0 P S F D A T E 1 O 1 5 O 2 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 lICA
iNo. 42704 A[
BlC
DL -. 10.0 PSF DRW SLTUSR352 02288009 2722
SOUTH APOPKA BLVD. APOPKA,
FL 32703 407-
299-1522 BUILD
THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING
OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION
PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE
OF B 1. L L 0.0 P S F S L T - E N G WM R CONNECTORS
ARE MADE OF 20GA AS TM A653 GR40 GALV, STEEL, EXCEPT AS NOiEO. APPLY CONNECTORS TO 0 A Os,'. TOT . L D . 3 7.0 P S F S EON 28972 W 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 D U R . F A C . 1.25 FROM S D Y RESFONSIB
ILITY SOIL LY FOR THE,TR USS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTTFICATE
OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Oct 15 1Q0. SPACING 24.0" ANSI/TPI 1-1995 SECTION 2. -
L195F - K/) IM1J UWU FKtFAKtU [-WJM.LUMf UItK INFUI (LUAU) U1MtNV,IVIVJ) JUbM111tU UT IKUJJ MrK.
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 I1, EXP B, WIND TCDL=5.0 PSF, WIND
WEBS 2x4 SP 3 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
DEFLECTION MEETS L/360 LIVE AND`L/240 TOTAL LOAD: DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
5X6= 5X6=
2.5X4 0_ 2.5X4
5X6S
6 r-
5X6
A) (A)
V V
9-4-0
5X6= 5X10= 5X6=
3X6(A1) = 3X6(Al)
1-4-0
I. 19-0 0 _12 0-0L— 19-0-0
40-0-0 Over 2 Supports
R=1561 U=481 W=8° R=1561 U=481 W=8"
PLT TYP.`Wave TPI-95 R D e s i q n Criteria: TPT STD FL BLDG CODE OTY:2 FL - 1 R Scale
WARNING**. TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING ANDpw-
BRACING. REFER TO HIB-91 (HANOL ING INSTALLING AND BRACING). PUBLISHED BY TFI{TRUSS PLATE i'Y_j TC. LL 2. PSF REF R35Z' -49934
INSTITUTE.. SBJ D'ONOFR IO DR:, SURE 200. MAD ISON. NI 53719), .FOR SAFETYETY PRACTICES PRIOR TO p•F C•'/j/
PERFORMING THESE FUNCTIONS. UNLESS OTHERN ISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED -
STRUCTURAL PANELS• BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEl LING. Qpa TC DL 7.0 .PSF DATE 10/15/02
SMYTH LUMBER Co.
IMPORTANT— FURNISH A COPY OF THIS DESIGN. TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
frGiN0.42704 g PSFROOFTRUSSDfVIS10N - - PRODUCTS.INC.SHALL .NOT BE RESPONSIBLE. FOR ANY DEV IATION FROM THIS.DESIGN: .ANY FAILURE TO
BC DL 10.0 DRW SLTUSR352 02288010
2722 SOUTFI APOPKA BLVD.
APOPKA,FL 32703
BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING.- HANDLING, SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS BESIGN
AND
WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AN1) PAPER ASSOCIATION) AND TPI:
j1STATEOF
I` A 1,
BC LL O.O PSF SLT-ENGS WMR
407-299.1522
FAX:- 407-299-21 53 - -.
ALPINE
CONNECTORS ARE MADE OF 20GA AS7M. A653 GR40 GALV. STEEL.. EXCEPT AS NOTED. - APPLY CONNECTORS TO --
EACH FACE 0E-TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN• POSITION CONNECTORS PER
1`ORI`'•w TOT, LD . c' 37.0 PSF c / JEAN q A290.47
DRAWINGS 160 VI. THE'SEA L ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING At1/NAl.v DUR. FAC.. 1.25 FROM SDYPROFESSIONALENGINEERING - RESPONSIBILITY SOLELY FOR' THE TRUSS COMPONENT DES [ON SHOWN. THE SUITABILITY AND USE OF THIS -'
CERTIFICATE OFAUTIA0FMZATION#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Oct 15 '02 - SPACING 24.0" ANSI/TPI 1-1995 SECTION 2.: ...
tL1y5F - KO)
TOP CHORD 2x4 SP #2 :T1, T5 2x4 SP #1 Dense:
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
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.
A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED
ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
5X6= 5X6
5 X 6
5 X 6
6 r— 6
A) (A)
Ti T5
9-4-0
5X6 5X8= 2 5X4 = 5X6
3X6 (A1) _ 3X6 (A1)
1-4-0 1-4-0
17-0-0 6-0-0 I 17-0-0 I
40-0-0 Over 2 Supports I
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 REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND.
REFER TOHIB-91(HANDLING INSTALLING AND BRACT NG), PUBLISHEDBY TPI(TRUSS PLATE TC L L 20.0 PSFREF R352--49935BRACING.
INST I7UTE. 583D'ONOFR]0 DR., SURE 200. MADISON. WI53719). FOR SAFETY PRACTICES PRIOR TO(t F C V/
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLYATTACHED S`
fc T C D L 7.0 PSF DATE 1 0 / 1 5 / 0 2
SMYTH LumBE,'R CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
f No.42704
ROOF TRUSS DIVISION
IMPORTANT`". FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS. INC. SHALL BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
22
ppY BO DL 10.0 PSF DRW SLTUSR352 02288011
2722 SOUTH APOPKA BLVD. APOO FL 32703
NOT
BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS NITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN
SPEC IFIC AT ON PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE
2
STATE OF ;
L Pr
BC LL 0.0 PSF SLT-ENG WMR
407-299.1 522
FAX: 4o7-299-91 53
CONNECTORS ARE MADE OF20GA ASTM A653 GR 40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO/•'•y
THIS POSITION CONNECTORS PER
0 R Q.•' V
C
TOT. L D . 3 7.0 PSF S E O N 29059
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON DESIGN,
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING p Ai. 4 FROM S D Y
PROFESSIONAL ENGINEERING RESPONSIBILITY DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
D U R . F A C . 1 .25
CERTIFICATE OF AUTHORIZATION #9218
S0WtY FOR THEO-TRUSS COMPONENT
COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER OctCt 15 02 - INGSPACING 24.0ANSI/TPI 1-1995 SECTION 2.
1Lixnr -- Ky).. Ih1J. UWb HKtPAKLU VWUM LUMP'-jAtE( 1NFUI (LUAU) U1Mt I M>) JUUM111LU by IKUJJ Mt-K. -
TOP CHORD 2x4 SP 2, 120 MPH WIND, 13.07 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. 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
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
5X6= 2.5X4 5X6=-
5X61o,5X6-
6 r- (A) (A) .6
9-4-040
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE QTY:2 FL 1 R Scale=.1875" Ft.
WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION; HANDLING, SHIPPING, INSTALLING AND R TC LL 20.0 PSF REF R352- -49936BRACING.. REFER TO HIB-91. (HANDLING' INSTALLING AND BRACING),- PUBLISHED BY TPI -- (TRUSS PLATE
INSTITUTE. 503 O'ONOFRIO DR., SUITE 200. MA IS N, NI 53719). FDR SAFETY PRACTICES PRIOR TO / •"p'[F,(, `•.
c' APERFORMINGTHESEFUNCTIONS.. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED `y G 4i`.F.p TC_ DL 7.0 PSF DATE 10/15/02. SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAY A PROPERLY ATTAC HEO RIGID CEILING.
IMPORTANT** FURNISH COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f No. 42704
ROOF TRUSS DIVISION PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURETO*'; -*- S*.p BC
DL 10. Q PSF DRW SLTUSR352 02288012 2722
SOUTH APOPKA BLVD.. BUILD THE TRUSSES INCONFOR MANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND S F APOPKA,
FL 32703 BRACINGOf TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NDS (NpT[ONAL DESIGN - STATE OF BC LL 0.-0 .PSF S.LT-.ENG /WMR SPECIFICATION
PUBLISHED BY THE. AM ER IC AN FOREST AND PAPER ASSOCIATION) ANO iPl.' ALP [NE5. - .• 407-299-1522 4ORI -. • -7 c c t, 7 CONNECTORSAREMADEOF20GAASTMA651GR40GAL-V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO y.. TOT-LD. 37.0 PSF SEON 2906/ FAX: 407-299.91 53 EACH FACE OF TRUSS, AND UN LE S. DTHERW ISE LOCATED ON THIS DESIGN, POSITION -CONNECTORS PER. PROFESSIONAL
ENGINEERING DRAWINGS
160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL -ENGINEERING vv-VNal.` DUR FAC. 1.25 FROM SLC . RESPDNSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS U R R CERTIFICATEOFAUTHORRATION#
9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITYOFTHE BUILDING DESIGNER, PER c ANSI/TPI
1-1995 SECTION 2. - - C t. 15 io.2 SPACING 2.4.0".
TOP CHORD 2x4 SP #2 120 MPH WIND, 12.57 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. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
5X6= 2X4III 5X6=
5 X 6
5 X 6
6 r 6
9-4-0
2YA III Gvr- 'IXR= rYr= 2X4 III
u7 r - KII J
TOP CHORD 2x4 SP #2.
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT. LOAD.
I nlJ VWU I'MCYAMCu r?Ium I.UPir,lj,_ICR. 11Xi'UI 1LVAUJ U U11'ILPIJIUPIJ) JUDI-11I ILU DI R.
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.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. i.
2. 5X4 = 5X6=
yz9-4-0
5X8= 5X6= 5X8=
3X6 (A1) = 3X6 (Al)
1-4-0 1-4-0
I_ 11-0-0 _I_ 18-0-0 I_ 11-0-0 J
40-0-0 Over 2 Supports I
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 1a 0TY:2 FL - 1 R Scale=.1875" Ft.
TPI
INSTALLING
AND BRACING)
HANDLING.
UBLISHED
SHIPPING. wB RACINIG.
E.
REFER
TRUSSES
HANDLING INSTALEMECAREILINGFABRICATION, EHIBRECLINE
PLATE M R TC LL 20.0 PSF REF R352--49938
INSTITUTE, 583 D'O NOFRIO DR., SUITE 200. MA SON.NI 53719). FOR SAFETY PRACTICES PRIOR TO
T C -D L 7.0 P S F DATE 1 0 1 5 0 2
S MYTH LUMBER CO.
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED 4 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V
SLTUSR352ROOFTRUSSDIVISION
IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
No.42704 B C D L 10 .0 P S F D R W 02288014
2722 SOOTH APOPKA BLVD.
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 pB C L L 0.0 P S F S L T -.E N G / W M R
APOPKA, FL 32703
407 299 1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINEBy 4 STATE OF ;
k
FAX: 407-299-9153
CONNECTORS ARE MADE OF ASTM A653 GR40 GAL . STEEL EXCEPT AS NOTED. APPLY CONNECTORS To tems%O R O.•• w TOT . L D . 37 .0 P S F S E O N 29124
DRAWINGS 160 A- Z.
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS
PERLELYTHESEALONTHISDRAWINGINDICATESACCEPTANCEOFPROFESSIONALENGINEERINGFSroNp - D U R F A C 1 5 FROM0M S L CPROFESSIONALENGINEERINGRESPONSIBILITYSOFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS 2
CERTIFICATE
OFAUTHOR2ATION #9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER. ANSI/
TPI - - 0
C t 1 - SPACING - 24.0 " 1-1995 SECTION Z. -
Ir_iy5r - rc1 I
TOP CHORD 2x4 SP #2 :T2, T3 2x4 SP #1 Dense:
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
5X8= 2 X 4 III
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.
A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED
ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
5X6= 5X8=
2X4 T2 T3 2X4%
6 r— A) 6
5X6 3X8= 5X6= 5X6=
3X6 (A1) = 3X6 (A1)
ry ry
I 9-0-0 1 22-0-0 _I_ 9-0-0 _I
40-0-0 Over 2 Supports =j
R=1561 U=493 W=8"
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BL
WARNING"" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND
BRACING. REFER 10 H10-91 (HANDLING INSTALL I NGAND BRACING). PUBLISHED 8Y TPI (TRUSS PLATE INSTITUTE.
583 D'ONOFRIO DR., SUITE Z00. MAD ISO N. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING
THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED S
MYTH LUMBER CID. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF
TRUSS DIVISION "IMPORTANT""
FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,
INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722
SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND APOPKA,
FL 32703 BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NATIONAL DESIGN 407-
299-1 522 SPECIFICATION PUBLISHED OY THE AMERICAN FOREST AND PAP EA ASSOCIATION) AND TPI. ALPINE CONNECTORS
ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO FAX:
407-299-9153 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
SO LY FOR THP 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 ANSIJTPI
1-1995 SECTION 2. R=
1561 U=493 W=8" 9-
4-0 ODE
1 a 0TY:2 FL 1 R - Scale=.1875" Ft. TC
LL 20.0 PSF REF R352--49939 V',
tIPIC;gT:/n TC DL 7.0 PSF DATE 10/15/02 F
N0.42704 BC DL 10.0 PSF DRW SLTUSR352 02288015 BC
LL 0.0 PSF SLT-ENG /WMR STATE
OF 6A*
pP. TOT.LD. 37.0 PSF SEQN - 29132 OR1DUR.
FAC. 1.25 FROM SLC OCt
15SPACING 24.0"
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & OIMENSIONS) SIIRMITTFD BY TRIISS MFR
Z.19b' - K13
TOP CHORD 2x6 SP #1 Dense :Tl, T5 2x4 SP #2:
BOT CHORD 2x6 SP #1 Dense
WEBS 2x4 SP #3 :W4 2x4 SP #2;
A) 2x6 #3 OR BETTER "T" BRACE. 80% LENGTH OF WEB MEMBER. ATTACH WITH
16d NAILS @ 6 OC.
1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS.
CALCULATED VERTICAL DEFLECTION IS 0.13" DUE TO LIVE LOAD AND 0.11" DUE
TO DEAD LOAD AT X = 24-5-3.
0-4-3
120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED
ANYWHERE IN ROOF, CAT I, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
B) 2x8 #3 OR BETTER "T" BRACE. 80% LENGTH OF WEB MEMBER. ATTACH WITH
16d NAILS @ 6" OC.
TRUSS MAY BE INSTALLED END -FOR -END
6X8= 7YR- 7YA— 6X8 (R) Ill
120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED
ANYWHERE IN ROOF, CAT I, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
B) 2x8 #3 OR BETTER "T" BRACE. 80% LENGTH OF WEB MEMBER. ATTACH WITH
16d NAILS @ 6" OC.
TRUSS MAY BE INSTALLED END -FOR -END
6X8= 7YR- 7YA— 6X8 (R) Ill
6 r— A) B)
6
T1
W4 T5
3-
10-3 0-
4-3 1.
T
T 9-
4-0 3X4111
8X14= 7X10=
3X4111 4X6 (
Al) 4X6 Al 4-
0 15-
4-0 ,I I,
7-0-0 - , 26-0-0 I 7-0-0 40-
0-0 Over 3 Supports I R=
888 U=319 W=8" R=3550 U=1136 W=8" R=1729 U=588 W=8" PLT
TYP. Wave TPI Design Crit: TPI-1995 STD 6.10 6w 0TY:l FL - 1 R - Scale '=.1875" Ft. WARNING**
TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING.
REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 200.
P
v` T
C L L 2 0.0 P S F R E F R 3 5 2-- 54893 INSTITUTE.
583 D'ON OFRIO DR., SUITE MADISON, WI 53719).. FOR SAFETY PRACTICES PRIOR TO PERFORMING
THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED V '
F(. 4 ov.
VFT C D L 7.0 P S F DATE 1 1/ 2 1/ O 3 SMYTHLUMBERCO. STRUCTURAL PANELS: BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT**
NO.42704 ROOF
TRUSS DIVISION - 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 BC DL 10.0 PSF DRW SLTUSR352. 03325117 2722
SOUTH APOPKA BLVD. APOPKA,
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 (NATIONAL DESIGN i STATE OF .• BC LL 0.0 PSF SLT-ENG WMR 407-
299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE Q , O R1OV.. FAX:
407-299-9 1 53 - CONNECTORS
ARE MADE OF 20GA ASTM A653 GR40 GALV.STEEL, EXCEPT AS NOTED. APPLY CONNECTORS. TO EACH
FACE OF TRUSS, AND UNLESS OTH ERW1SE LOCATED ON THIS DESIGN,-P OSIT[ON CONNECTORS PER 6 sNA1.EN T
0 T . L D . 37.0 P S F S EON 34409 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 L C CERTIFICATEOFAUTHORIZATION #9218 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. .THE SUI TABIL.ITY AND USE OF THIS COMPONENT
FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/
TPI 1-1995 Nov 21 '03 SPACING SEE ABOVE JREF- 1S82352 ZO6 SECTION2.
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
IIVb1 - M14 -
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
CALCULATED VERTICAL DEFLECTION IS 0.36" DUE TO LIVE LOAD AND 0.29" DUE
TO DEAD LOAD AT X = 20-0-0.
0-4-3
T
3X6(Al)
5X8= 2.5X4= 5X6= 2.5X4=
120 MPH WIND, 11.07 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.
5X8=
ZA4111 5X6= 3x8-- 5X6= 2X4III
3X6(A1)
I-4-0 I 0
L, 7-0-0 I 26-0-0 I 7-0-0 I
40-0-0 Over 2 Supports
R=1561 U=495 W=8" R=1561 U=495 W=8"
0-4-3 3-11I0-3
L 9-4-0 Y
PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 n QTY:1 FL 1 - - R - Scale =.125" Ft.
WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
IBRACNG. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTTUTE. 583 D'ONOFRIO DR., SUTE 200, MADISON, tJ1 53719). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHEO 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
w
vv``+ il lil ...
v- %:
N0.42704
T C
T C
BC
L L
D L
DL
20.0
7.0
10.0
P
P
PSF
S F
S F
R E F R 3 5 2-- 54894
SMYTH LUMBER CO.
ROOF TRUSS DIVISION
DATE 1 1 2 1 0 3
r
DRW ,SLTUSR352 03326II8 C
2722 SOUTH APOPKA BIND.
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 NDS (NATIONAL DESIGN
SPECIFICATION PUBLISHED ByTHE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER -
1 STATE OF
O-6. j V...• I i •`y0 RIO,.•'
C{r f........•
BC
T 0 T
LL
L D .
0.0
3 7
PSF
0 P S F
SLT-ENG WMR
S E Q N - 2 8 9 9 0
D U R F A C . 1.25 FROM S L CPROFESSIONALENGINEERING
CERTIFICATE OF AUTHORIZATION #9218
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPONSIBILITY SCit ELY 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.
v1,A
Nov 21 {' "03 SPACING 24.0" JREF- 1S82352_Z06
THIS DWG PREPARED FROM COMPUTER INPUT .(LOADS & DIMENSIONS) SUBMITTED BY TRUSS ME
Z195F - R15
TOP CHORD 2x6 SP #1 Dense :T1, T5 2x4 SP #2: 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
BOT CHORD 2x6 SP #1 Dense :B2 2x6 SP SS: ANYWHERE.IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF; WIND BCDL=5.0 PSF.
WEBS 2x4 SP #3 :W2, W10 2x4 SP #2:
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC.
1 HIP SUPPORTS 5-0-0 JACKS WITH NO WEBS.
CALCULATED VERTICAL DEFLECTION IS 0.68" DUE TO LIVE LOAD AND 0.59" DUE
TO DEAD LOAD AT X = 17-0-6.
5X4 (A4)
8X12- 7X6= 7X6= 2.5X4= 7X6= 8X12= 5X4 (A4)
6 r—
6 T
0-4-3 T1 0 4-2 10 3112T5
9-4-0T
2X4111
B2HS612T HS812= 3X10= =
HS812= 2X4Ill 5X4 (A4) =
5X4 (A4) 1-4-
0 - 1-4-0 1— 5-
0-0 _I_ 30-0-0 I 5-0-0 I 40-0-
0 Over 2 Supports _I R=2411
U=691 W=8" R=2411 U=691 W=8" PLT TYP.
20 Gauge HS,Wave TPI R Design Crit: TPI71995 STD FLBC 6.10 nlru 0TY: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 Rq - T C- L L 20.0 P S F R E F R 3 5 2 - - 54895 INSTITUTE, 583
D'ONOFRIO DR., SUITE 200, MADISON, WI 13719), FOR SAFETY PRACTICES PRIOR TO ` •, 1'F, (•+' / PERFORMING THESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED iil3 (i '•'; T C DL 7.0 P S F DATE 1 1 / 2 1 / 0 3 S MYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. • V F IMPORTANT** FURNISH
A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED NO. 4'1704 ROOF TRUSSDIVISIONPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM -THIS DESIGN; ANY FAILURE TO* BC DL
10.0 PSF DRW SLTUSR352 03325119 2722 SOUTH
APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 7C APOPKA, FL
32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S STATE OF ,rQ BC LL -0.0 PSF SLT-ENG /WMR 407-299-
1 522 - SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE -O .•IN P J t:1 _ FAX: 407-
299-91 53 CONNECTORS ARE -
MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO O R% •• TOT . L D . -37.0 P S F - S E O N - 19768 EACH FACE
OF TRUSS, AND UNLESS OTHERWI SE LOCATED ON THIS DESIGN; POSITION CONNECTORS PER• •"•'• ' ' PROFESSIONAL ENGINEERING
DRAWINGS 160
A-Z: THE SEAL ON. THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S/pNp,E 1 D U R F A C- 1.25 FROM S L C RESPONSIBILITY SOLELYFOR. THE -TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF
AUTHORIZATION #9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI
1-1995 SECTION 2, Nov 21 '03 SPACING SEE ABOVE JREF- 1S82352 ZO6
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR.
L195F - H1)
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
0-4-3
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.
HIPJACK SUPPORTS 6-1l'-8 SETBACK JACKS WITH NO WEBS.
CALCULATED VERTICAL DEFLECTION IS 0.03" DUE TO LIVE LOAD AND 0.02" DUE
TO DEAD LOAD AT X = 9-6-9.
2* 12-10-4
R=2 U=196
3-9-15
9-4-0
R=3 U=180
3-9-15
1-10-10
9 10-1 Over 3 Supports I
R=401 U=223 W=11.313"
PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 QTY:2 FL 1 R - Scale =.375" Ft.
WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
T C L L 20.0 P S F R E F R 3 5 2 - - 54896BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE, 583 D'ONOFR[0 DR., SUITE 200, MAGI SON, 'WI 53719), FOR SAFETY PRACTICES PRIOR TO•'[IFI'•,
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED/-zv
A
Iw
4 T C D L 7.0 P S F DATE 1 1 2 1 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT**
F ;
S NO.42704 DRW SLTUSR352 03325120,, ROOF TRUSS DIVISION FURNISH .4 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 f* BC DL 10.0 PSF
2722 SOUTH APOPKA BLVD.
APOPKA. 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 (NATIONAL DESIGN
S
STATE OF ;
OA'.
BC LL 0.0 PSF SLT-ENG WMR
407-299-1522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE P:•:V
FAX: 407-299-91 53
CONNECTORS ARE MADE OF 20GA ASTM A653 OR GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
0 R1Q,••Q
J• S NAI.EN
TOT . L D. 37.0 P S F S E Q N- 29146
D U R. F A C. 1.25 FROM S L CPROFESSIONALENGINEERING
DRAWINGS 160 A-Z. THE SE4,1L ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPONSIBILITY SE'LELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
CERTIFICATE OF AUTHORIZATION #9218 BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER N O V 21 ' 0 3 SPACING S E E ABOVE J R E F- 1 S 8 2 3 5 2_Z 0 6ANSICOMPONENT1FOR99ANSECT[OICULAR
1195F - H2) Ih1J UWU NKtf AKtU ViWfl UUMNI ILK IPIFU1 LUAU) k U1MtIVJ1UN JUbl`lII ItU tlT IKU, Plrn.
TOP CHORD 2x4 SP #2 120 MPH WIND, 15,00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
BOT CHORD 2x4 SP #2 - ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
HIPJACK SUPPORTS 4-11-8 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
11-10-4
R=181 U=180
4.24 f
i
2-9-15
0-4-3
9 0
i
R=76 U=180
2X4 A1)
L< 1-`10-10 1F 7-1-10 _I
7-0-2 Over 3 Supports
R=261'U=180 W=5.657"
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:2 FL - 1 R - Scale =.375" Ft.-
WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND
TRUSS aI,C_ TC LL 20.0 PSF 11 r1REFR352--49944. BRACING. REFER TO H1B-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI PLATE
INSTITUTE. 583 D'ONOFR IO DR.. SUITE 200, MADI SON, W[ 53719), FOR SAFETY PRACTICES PRIOR 70 F`iw•
PERFORMING THESE FUNCTIONS.. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 4j.'.,c TC DL 7.0 PSF DATE. 10/15/02 -
SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT•* FURNISH ACOPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED I N0.42704 : BC DL 10.0 PSF DRW 02288020ROOFTRUSSDIVISION
272250uTH APOPKA BLVD.
PRODUCTS.. INC.-SHALL NOT BE RE SFO NSI BLE FOR ANY DEVIAi ION FR OM: THIS DESIGN; ANY FAILURE TO
BUILD THE TRUSSES IN ONFORMANCE NI TH TP 1; OR FABRICATING, HANDLING. INSTALLING AND - 2 1
SLTUSR352
APO PKA. FL 32703
0 -SHIPPING;
BRACING OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF r Q"' DC LLU O. O' PJF SLT -ENG '.tMD
lN17MR407-299-1522
FAX: 407-299-9 153
SPECIFICATION PUBLISHEOBY THE'AMERICAN FOREST AND PAPER A S S OC IAT IO N) AND TPI.. ALPINECONNECTORSAREMADEOF20GAASTMA653GR40GALV. STEEL, EXCEPT AS NOTED.. APPLY CONNECTORS TO
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS .PER OR,O.•aa
r
TOT. LD. 37.0 PSF - c / SEON - 28996
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAAING.INDICATES ACCEPTANCE OF,PROFESSIONAL ENGINEERING r•• c
DUR.FAC. 1.25 FROM SLC - PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY -FOR THE TRUSS COMPONENT DESIGN. SHOWN. .;THE SUITABILITY AND USE OF THIS
CERTIFICATE OFAUTHIORIZATION#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Oct 15. 'OL ... SPACING SEE ABOvEANSI/TPI 1-1995 SECTION 2.
L1y5F HS) INiD UWU rttLrAMtU rKUM LUI"IYUILM IINrUI ILUAUJ 81 VIMtllN,IUINJ) IVLIMIIItU 15T IMUJJ PirM.
TOP CHORD 2x4 SP #2 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
BOT CHORD 2x4 SP.#2 ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
HIPJACK SUPPORTS 2-11-8 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
4.24 r— 10-10-4
R=39 U=180
0-4-3 1-9-15
9-4-0
R=18 U=180
2X4(Al)
L< 1-10-10
I
E 4-3_11 1
4-2-3 Over 3 Supports
R=179 U=180 W=11.314"
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE z OTY:1 FL 1 R - Scale =.375" Ft.
WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND
BRACING. REFER TO HIB-91 INSTALLING AND BRACING). PUBLISHED BY TPI PLATE-
M. T C L L 2 0. 0 P S F REF R 3 5 2-- 4 9 9 4 5HANDLING (TRUSS
INSTITUTE. 583 D'ONOFR IO DR., SUITE 200. MADISO N, WI 53719), FOR SAFETY PRACTICES FR IOR TO
wTSs"N
SMYTH LUMBER CO.
PERFORMING THESE FUNCTIONS. UNLESS OTHERWI SEiH D I CATED. TOP CHORD SHALL NAVE PROPERLY ATTACHED
STRUCTURAL
il't
Tt FA- C . D L 7 . 0 PSF DATE 10/15/02
PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT**
ii00FTRU35DIVISION
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
F N0.42704 s pV BC DL 10.0 PSF DRW SLTUSR352 02288021 F
2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND
BRACING OF TRUSSES. THIS OESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS DESIGN
1 B C L L 0.0 PSF S L T - E N G WM R
APOPKA, FL 32703
407-299-1522
NATIONAL
CONNSPFCEC TOR SFlATI
AN EONMADE
PUBLISH
OF 20GA
TASTMMA653AGR40R CALVAH STEELEREXCEPTIATASI NOTE D
NO TAP P LYACO N NELPIOECTORSTO
STATE OF
S P.f TOT 37.0 PSF SEON - 28998
FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER
e OR10,.• LD.
PROFESSIONAL ENGINEERING
DRAWINGS 160 A-Z.a THE SEALS ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
1•'••
l ` D U R F A C . 1 . 2 5 FROM S L C
CERTIFICATEOFAUTHORRATION#92I0 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
COMPONENTANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER . - Oct 15 SPACING SEE ABOVESEPARTICULAR
Ll9bh H4) IMI3 VWU rntrAHtU MUM L.UMFlkj,tK INFUI (U1HU3 a UIPIt PI3IVIV3) 3UUMIl ItU by IMu33 mr-K.
JOP CHORD 2x4 SP #2 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
t<
HIPJACK SUPPORTS 2-11-8 SETBACK JACKS.W/VERT OVER BEARING ONLY. 0-4-0
CANT ONE FACE, 0-4-0 CANT OPPOSITE FACE.
I
L< 1-10-10 .0 5 1rs3-10-0
4-2-3 Over 3 Supports
R=211 U=180 W=5.688"
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a OTY:1 FL - 1 - R - Scale =.375" Ft.
WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. -SHIPPING. INSTALLING AND
T C L L 20 . 0 P S F R E F R 3 5 2-- 4 9 9 4 6BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). .PUBLISHED BY TPI (TRUSS PLATE R'
c
INSTITUTE. 583 O'ONOFRIO DR., SUITE 200. MADISON. NI 53119). FOR SAFETY PRACTICES PRIOR TO 'TIF••wT C .D L 7.0 PSF FDATE 1 0 / 1.5 / 0 2 PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHOR D. SHALL HAVE PROPERLY ATTACHED p x ;•x
C-T•"•' - SMYTH
LUMBER Co. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. p A 0 RooFTRussDlvtsloN •
IMPORTANT"' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED s27 j
No.42704 '' BC DL 10.0 PSF DRW SLTUSR352 02288022 PRODUCTS.
INC. SHALL.NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO { 2722
SOLZFH AFOPKA BLVD. - BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND- AFOPKA,
FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN i T ? * BC L L 0.0 P S F S L T - E N G / W M R - SPECIFICATION
PUBLISHED BY THE hMERICAN FOREST AND PAFER ASSOCIATION) AND TPI. ALPINE s.
STATE OF ao7-
z9s-1522•:c< P.i'w TOT.LD. 37.0 PSF SEON - 29000 CONNECTORSAREMADEOF20GAASTMA653GR40GALV. STEEL. EXCEPT AS NOTED APPLY CONNECTORS TO .. R10'. FAX: 407-299-91 59 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 t1 11', DURFAC. 1.25 FROM SLC - - RESPONSIBILITV
SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUI TABI CITY AND USE OF THIS IiM CERTIFICATE
OFAUTHORTZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER 0 C t 15 ANSI/
TPI 1-1995 SECTION 2. SPACING SEE ABOVE
kL1951- - 115)
TOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
HIPJACK SUPPORTS 1-11-8 SETBACK JACKS WITH NO WEBS
4.24 F--
JIO-4-4
5R=l0-4-3 15R U=180
9-0
R=10 U=180
2X4 (Al)
L-C 1-10-10 >'<-2-10-12
2-9-4 Over 3 Supports
R=133 U=180 W=11.314"
inIa unu rncrNnw rnum Lvrirul CM Tnrui LLUAUJ n u1riCllJ I Vll) Dual—, i'u o—00
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.
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a 0TY:1 FL 1 R - Scale =.375" Ft.
WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND M R _ _ T C. L L _ 20.0 P S F R E F R 3 5 2-- 4 9 9 4 7BRACING. REFER TO N1B-91 (HANDLING INSTALLING AN0 BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 5B3 D'ONOFRIO DR., SUITE 200. MADISO N, NI 53719). FOR SAFETY PRACTICES PRIOR TO
c
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED ;'R'SIF C'4j:: F T C D L 7 .0 PSFF DATE 1 0/ 1 5/ 0 2
SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. alc
ROOF TRUSS DIVISION **
IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED I f N0. 42704 1 BC DL 10.0 PSF DRW SLTUSR352 02288023'
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 7C 7C
APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORM$ WITH APPLICABLE PROVISIONS OF NOS BINATIONAL DESIGN S STATE OF
i BC L L 0.0 P S F S L T - E N G / W M R
407-299-1522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) A TPI. ALPINE S. CONNECTORS
ARE MADE OF 20'A ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO '' ` aV TOT. L D . 37.0 P S F S E 0 N - 29103 FAX:
407-299.91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PERQ R to j(` , DRAWINGS
160
A- Z. THE SE% ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING - S NA1.l DUR. F A C 1. 2 5 FROM S L C PROFESSIONAL ENGINEERING RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE CF AUT"
ORI7ATION #9218 ANSICOMPONENT 1FOR ANSECTIOICULAR
BUILDING
IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Oct 1 5 SPACING SEE A B O V E
LIYDr - LI) IM1D UNU rMtF'AKtU FANUM LUMIUItK INPUT LUAU) UIMtNJ1UND) JUb P1111tU tlT IKU33 --K.
TOP CHORD 2x4 SP #2 120 MPH WIND, 11.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
BOT CHORD 2x4 SP #2 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. -
12-10-4
R=163 U=180
3-10-3
9-4-0
R=73 U=180
L<1-a-o-7-1-8
7-0-0 Over 3 Supports
R=363 U=197 W=8"
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a OTY:14 FL 1 R Scale 375" Ft.
WARNING.. TRUSSES REOUIRE EXTREME CARE 1N 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 2 0.0. P S F R E F R 3 5 2-- 4 9 9 4 8
INSTITUTE, 583 D'ONOFRIO DR..SUITE 200. MAOISON. NI 53)19). FOR SAFETY. PRACTICES PRIOR TO
SMYTH LUMBER CO.
PERFORMING TNESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING.
p (tIfIC.4
A C`)4'
T C D L - 7.O P S F DATE 1 0/ 1 5/ 0 2
ROOF TRUSS DIVISION.
IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t8i
d NO'42704 BC DL. 10.0 PSF DRW SLTUSR352 02288024
2722 SOl17H APOPKA BLvD.
PRODUCTS. INC-. SHALL NOT BE RESPONSIBLE FOR ANY DEY IATION 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 i BC L L 0.0 P S F S L T - E N G / W M RAPOPKA, FL 32703
407-299.1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED, APPLY CONNECTORS TO
STATE OF ;tom
5, P, ( V TOT . L D 3 7.0 P S F S E O N 29004FAx: 407-299.91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER
Q R 10 ,
nn'.,, R.I.
PROFESSIONAL ENGINEERING
DRAWINGS 160 A, Z.- THE SEAL. ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING tA j} v D U RU /i 1. F A C,. 1,. 2 CJ f FROMOM S CJL1.
CERTIFICATE OF AUTHORIZATION #9216
RESPONSIBILITY 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 -
Oct 1 5 SPACING 2 4. 0" 1-1995 SECTION 2.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
11-10-4
R=108 U=180
2-10-3
9-4-0
R=48 U=180
I r113 VVIU rmLrAHtU rKun l.umvui tK IPiFui (LUAU3 a U1 rIC i131u113) 3U01-11 I1ru DI 1Ru33 rir R.
120 MPH WIND, 10.57 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.
L<1-4-0111 5-1-8
5-0-0 Over 3 Supports
R=295 U=181 W=8"
PLT TYP. Wave TPI-9.5 R Design Criteria: TPI STD FL BLDG CODE OTY:7 FL 1 R Scale =.375" Ft.
WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INS7 ALL ING AXD BRACING). PUBLISHED BY TPI (TRUSS PLATE M R
w
TA/-y T C L L - 2 0. 0 P S F R E f R 3 5 2-- 4 9 9 4 9
INSTITUTE, 583 D'ONOFRfO DR., SUITE 200. MAD IS N, NI 53719), FOR SAFETY PRACTICES PRIOR TO V
SmYTH LUMBER CO,
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
Cf-
x '
G •; T C D L 7.0 P S F DATE 1 0 1 5 0 2
IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED d7 No. 4 2704 : gg
ROOF TRUSS DIVISION PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 1 •.1. BC DL 10.0 PSF DRW SLTUSR352 02288025
2722 SOUTH APOPKA BLVD.
APOPKA, FL 32703
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
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE•S,j
STATE OF ; BC L L 0.0 P S F S L T - E N G / W M R
407-299.1 522
FAX: 407-299-9 153
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTE). APPLY CONNECTORS TO
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
y4/ _R Q,'
t1
a"• P_
TOT . L D . 37.0 P S F S E 0 N 29006
PROFESSIONAL ENGINEERING
DRAWINGS 160 A-Z. THE SEA[ ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHORN. THE SUITABILITY AND USE OF THIS
p ML D U R . F A C . 1.25 FROM cS L C
CERTIFICATE OF AUTHORRATION #921- COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER O t 1 5 X' 02
T
SPACING 24.0ANSI/TPI 1-1995 SECTION 2.
kLljDr - E kl—' ra u, ILI" 1111
TOP CHORD 2x4 SP #3 120 MPH WIND, 10..07 FT.MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
SOT CHORD 2x4 SP #3 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.
t.
6 f 10-10-4
R=47 U=180
1-10-3
9-4-0
2X4 (Al
R=23 U=180
L<1-4-011. 3-1-8—t!.
3-0-0 Over
R=234 U=180 W=4"
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a 0TY`.3 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 R T C. L L 2 0.0 P S F R E F R 3 5 2 -- 4 9 9 5 0
INSTITUTE , 583 D'ONOfR70 DR., SUITE 200, HADISO N. WI 53719), FOR SAFETY PRACTICES PRIOR 70 1/ A F(,''• 1
S MYTH LUMBER CO.
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG10 CEILING.
t;
VVV,
Gy %•.
Tl D L 7.0 P S F DATE 0 / 1 5 / 0 2
IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ACTOR. ALPINE ENGINEERED t N0. 42704, BC DL 10.0 PSF DRW SLTUSR352 02288026ii00FTRUSSDIVISIONPRODUCTS, INC. SHALL NOT BE RESPONSIBLE fOR ANY DEVIATION FROM THIS DESIGN; ANYFAILURE TO
272250UTH APOPKABLVD.
APOPN FL 32703
BU1L0 THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SNIPPING. INSTALL NG AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN Q : STATE OF BC L L 0.0 P S F S L T E N G / W M R
A,
d07-2931 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF 20CA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO
Ct
O - T 0 T L D . - 37.0 P S F S E O N -: 29105 -
FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
DRAWINGS 160 AZ. THE ON THIS DRAWI NC. INDICATES ACCEFTA NCE OF PROFESSIONAL ENGINEERING pp'• vp' •••• U R F A C 1.25 FROM S L CPROFESSIONALENGINEERING
SEAL
RESPO NSIB I LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU I TAB ILIT Y AND USE OF THIS NA1. D .
CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FDR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER - Octt 1 5 - SPACING 24.0 " ANSI/TPI 1-1995 SECTION 2.. -
kciy r - t4)
TOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
II I1 r-U 1 n i irui cm iiir ui kl.V-n.+• vu . v.s in n.
120 MPH WIND, 10.18 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.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
IN IJ UW1• NKLFAKt U:-r{CUM UUMY.VI. CK 1NVUI (LUAU) & UIMtNJIUNJ) JUISMII ItU t5T IKUJJ PIr K.
120 MPH WIND, 10.57 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
L<1 4-011-1- 5-1-8 tll
5-0-0 Over 3 Supports
R=295 U=181 W=8"
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a QTY-: FL 1 R - Scale =.375" Ft.
WARNING"' TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
TRUSS M T C L L 2 0. 0 P S F R E F R 3 5 2-- 4 9 9 5 2BRACING. REFER TO HIB -91 (HANDLING INSTALLING AHD BRACING), PUBLISHED BY TPI PLATE
INSTITUTE, SBJ D'ONOFRIO DR., SUITE Z00, MADISON. WI 53719), FOR SAFEiY PRACTICES PRIOR TO ryw
t'FI • 'I
S MYTH LUMBER CO.
F ERFORMING THESE FUNCTIONS. UNLESS OTHERNI SE'INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
C,q: F
r(A F
T C D L 7.0 P S F DATE 1 0 / 1 5 / 0 2 _
ROOF TRUSSDIYISION IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F NO.42704 R BC DL 10.0 PSF DRW SLTUSR352 02288026
2722 SOUTH APOPKA BLVD. -
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURETO
BUILD THE TRUSSES IN CONFORMANCE HANDLING, SHIPPING, INSTALLING ANDWITHTPI: OR FABRICATING.
BRACING OF TRUSSES. - TH [S DESIGN CONF OA MS KITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN i r BC L L 0.0 P S F S L T - E N G W M RAPOPKA, FL 32703
407-299-1 522 SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND 7F1. ALPINE
CONNECTORS ARE MADE OF20GA ASTM A657 C, R40 GAL V. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO
STATE`OF
A S `fO TOT. L D.- 37 . 0 PSF S E Q N 29014
FAx: 407.29991 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER - Rip•,.• en ........
PROFESSIONAL ENGINEERING
DRAXINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Vi7 11\ D U R F A C . 1 .2 5 FROM S L C
CERTIFICATE OF AUTHORIZATION #9218
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT BESIGN SHOWN. THE SU I TABI L ITY AND USE OF. THIS
COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER
I`
Oct 15 - SPACING 24.0" ANSI/TPI 1-1995 SECTION-2_
L 1`1 :)r - E,C) In1J unu-rn--Lu rRul'I lvriruitm 1IYrui ILUNUd a U1I"-1dl—j u — un.
TOP CHORD 2x4 SP #3 120 MPH WIND, 10.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
BOT CHORD 2x4 SP #3 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.
6 }10 10-4
R=47 U=180
1-10-3
9-4_0
R 23 U_ 180
2X4(A1)
L<1-4-011- 3-1-8-=N
3-0-0 Over 3 Su orts
R=234 U=180 W=8"
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE fi 1. QTY:7 FL - 1 R Scale =.375" Ft.
WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND
BRACING. REFER TO HIB-91 INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE M % T C L L 20 .0 P S F R E F R 3 5 2-- 4 9 9 5 3HANDLING
INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MAD ISO N.W1 53719), FOR SAFETY PRIOR TO a F C'• V
SMYTH LUMBER Co.
LL H AV CPRACTICES
STRUCTURAL PANELS,130TTOMSCHORDUNLESSSHALLHHAVESA PROPERLYOATTACHEDORIGIDACEILING,
PROPERLY ATTACHED a EL 4T T C D L 7.0 P S F DATE 1 0/ 1 5/ 0 Z
RooFTRussDlvESION
IMPORTANT* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 23p f N0.42704 j e BC DL 1Q.0 PSF DRW SLTUSR352 02268029
BLVD.
PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 1 1 1
2722 SOUTH APOPKA BUILD THE TRUSSES IN CONFORMANCE NI TH TPI: OR FAOR ICAT ING. HANDLING. SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS CONFORMS WITH APPLICABLE PROVISIONS OF NOS OESICN
t r^ BC L L 0.0 P S F S L T - E N G / WM RAPOPKA, FL 32703
40407-29
DESIGN (NATIONAL
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER AS AND TPI. ALPINEt
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO
STATE OF
S
O R`0 •w T 0 T L D 37.0 P S F S E Q N 29109
91FAX: 407-299 9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PERK•'•.
DRAWINGS 160 A- Z.'THE SEA! ON THIS DRAWING INDICATES ,ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R F A C 1.25 FROM S L CPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUf TAB ILI TY AND USE OF THIS
Y Y
CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FORANBUILDING IS THE RESPONSIBILITY ICOFTHE BUILDING DESIGNER, PER 0 C t 15 S P A C I N G 24.0 ANSIT SECTIONULAR
LlySr l3) IM1S UWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #3 120 MPH WIND, 9.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE
BOT CHORD 2x4 SP #3 IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
6
9-10-4
0-10-3R= U=180
9-4-0
R=- U=180
2X4 (Al)
L<1-4-0>J,'
1-0-0 Ove upports
R=247 U=275 W=8"
PLT TYP. Wave TPI-95 R Des gn Criteria: TPI STD FL BLDG CODE 0TY:13 FL 1 - R Scale
WARNINGS" 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-- 4 9 9 5 4BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE '
tIFIC4FINSTITUTE. 583 D'ONOFR TO DR.. SUITE 2DO. MADI$DN. NI 63719). FOR SAFETY PRACTICES PRIOR TO - 6 J
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HA4E PROPERLY ATTACHED J < T C D L 7.0 P S F DATE 1 0 / 1 5 / 0 2SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG10 CEILING.
IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED to. 42704
tn4ROOFTRUSSDIVISIONPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY-. FAILURE TO '* - y BC DL 10.0 PSF DRW SLTUSR352 02288030
2722 SOUTH APOPKA BLVD. - BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. -INSTALLING AND STATE OFAPOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN BC L L 0.0 P S F S L T E N G / W M R
A07-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE i o ''J CONNECTORS ARE MADE OF 20GA.ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO '.. „ T 0 T . L D . - 37.0 P S F S E O N - 2 9 1 1 2FAX: 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 ENGINEERINGss NA D U R. F A C . 1.25 F R 0 M S L CRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN, THE SUITABILITY AND USE OF THIS
CERTIFICATE OF AUTFIORIZATION S9218 COMPONENT FOR ANY PARTICULAR 13UILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER -
ANSI/TPI 1-1995 SECTION 2. - - -.
00: 15. .'02 SPACING 24.0"._ -
L115F 4) nij unu rn— —u i i —irui[n inrvi kLVAU a vinu.aivna
TOP CHORD
BOT CHORD
2x4
2x4
SP #3
SP #3
120 MPH WIND, 10.54 FT MEAN HGT,
ANYWHERE IN ROOF, CAT IL, EXP B,
ASCE 7-98, CLOSED BLDG, LOCATED
WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
LlyJr - l,0/ - ini3 unu Kmtr AKtU lAKU19 LurirNI tM Inrui LLU8U3 a U1 riuN3w IN?I OUDI-11I ILU of 1
TOP CHORD 2x4 SP #3 120 MPH WIND, 14.40 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
BOT CHORD 2x4 SP #3 ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
e
0
6 r
14-8-4
0-10-3R=- 7 U=180
14-2-0
R=- U=180
2X4 (A1) L<
1-4-0-0-4-0-9-8 1-
0-0 Over Supports R=
320 U=410 W=4" PLT
TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a OTY:1 FL - 1 R - Scale =.375" Ft. WARNING**
TRUSSES REQUIRE EXTREME CARE IN FABRICATION. -HANDLING. SHIPPING. INSTALLING AND PLATE
T c L L 2 0. 0 P S F R E F R 3 5 2-- 4 9 9 56 BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS INSTITUTE.
583 D'ONOFRIO DR., SUITE 200, MAD: SON, WI 53719). FOR SAFETY PRACTICES PRIOR TO•IFI 7/y C'f• DATE PERFORMINGTHESEFUNCTIONS. UNLESS OTHER NISE 1NDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED a tKK 'T Al. yy T C D L - 7.0 P S F 1 0 1 5 O 2 SMYTH
LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. fffG ( .0 y ROOF
TRUSS DIVISION IMPORTANT**
FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED FR
ODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO i
No. 42704 3 a BC
DL 10.0 PSF DRW SLTUSR352 02288032 2722
SOUTH APOPKA BLVD. APOPKA,
FL 32703 - 407-
299-1 522 BUILD
THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING.
OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS-0F NOS (NATIONAL DESIGN SPECIFICATIONPUBLISHED
BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPT. ALPINE S STAT%
E OF Cam P.•
Ly VVVV `,•_ BC
LL 0.0 PSF 37
0 P S F SLT-
ENG /WMR S
E O N -. 29116 FAx:
407-299-91 53 - CONNECTORS
ARE MADE OF 20GA ASTM A613 GR40 GAL,. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH
FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS
160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING a
R Q n
Q•/ x u"
IVNM TOT .
L D-. F
R O M S L C A PROFESSIONALENGINEERINGSUITABILITYANOUSEOFTHISDUR . F A C . 1 . 2 5 CERTIFICATE.OF
Au-rHOREZATION $9218 RESPONSIBILITY SOLELY
FOR THE TRUSS COMPONENT DESIGN SHOW H. THE COMPONENT FOR
ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Oct t 15 SPACING 2 4. 0" ANSI/TPI1.1995 SECTION z.
ASCE 7-98: 120' MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I 1.00, EXPOSURE C
ram+
2X4 - BRACE
GABLE VERTICAL
SPACING SPECIES GRADE
NO
BRACES
1)-1X4 "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 CROUP A GROUP H
1 #2 3' 5" 5' 11" 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' 11" 11' 3" 13' 1" 13' 5" S P F 3 3' 4" 4' 11" 4' 11" 6' 5" 6' 5" 8' 4" 8' 4" 100" 10' O" 13' 1" 13' 1" H
F STUD 3' 4" 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" 8' 4" 10' O" 10' 0" 13' 1" 13' 1" s
STANDARD 3' 3' 4' 2" 4' 2' S' 6" S' 6';- 7' 5" 7' S" B' 7" 8' 7" 11' B" 11' B" 1
3' 9" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" z
3' B" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" r-
3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 10' 3" 13' 1" 13' 9" d
7
DFLSTUD 3' 6" 4' 11" 4' 11. 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13' 1" 13' 9" J
STANDARD 3' 4" 4' 3" 4' 3" 5' 6" 5' 8" 7' 7" 7' 7" B' 9" 8' 9" 11' 11" 11' 11" ti
1. 2 3' 11" 6' 9" 6' 11" B' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14' 0" NN
P
F 3 3' 10" 6' 0" 6' 0" 7' 11" 7' 11" 9' 6" 9 6' 12' 3" 12' 3" 14' 0" 14' 0" µ
LT F 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 1 1 STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14', 0" 14' 0" I>
1 4' 3" 6' 9" 7' 3" 8' 0" 6' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" SPc
2 4 2" 6' 9" 7 3" B' O' 8' 7„ 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' O" W
CD 3 4' 0" 6' 2" 6 2" e' O" e' 1" 9' 6" 10' O" 12' 6" 12' 7" 14' O" 14' 0" D
F L 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' 11" 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" IA' O " SPF34' 2" 6'.11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13 10' 13' 10" 14' 0" 14' 0" H
F STUD 4' 2" 6' 11" 6' 11" 8' 9" 6' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" Q
STANDARD 4' 2" 5' 11" 5' 11" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" x
1 4' B" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13 10" 14' 0" 14' 0" 14' 0" P
2 4 7' 7' S' 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" 3
4' 5" 7' 1" 7' 1" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" D
F L STUD 4' 5" 7' 0" 7' 0" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10' 14' 0" 14' 0" 14' 0" STANDARD
4' 4" 6' 1" 6' 1" 1 8' 0" 8' 0" 1 10' 6" 10' 9" 12' 5" 12' 5" 14' O" 14' 0" DIAGONAL
BRACE OPTION: VERTICAL
LENGTH MAY BE - DOUBLED
WHEN DIAGONAL BRACE
IS USED.. CONNECT. DIAGONAL
BRACE FOR 670# AT
EACH END. MAX WEB TOTAL
LENGTH IS VERTICAL
LENGTH SHOWN IN
TABLE ABOVE. SYMM
BRACE
2X4
SP OR DF-L #2, T
ORBETTERDIAGONALBRACE:
SINGLE OR DOUBLE
CUT L 1 AS
SHOWN) AT UPPER
END. BRACING
GROUP SPECIES AND GRADES: GROUP
A: SPRUCE -
PINE -FIR - HEM -FIR 1
2 ISTANDARD2 1 STUD 3
STUD #3 1 STANDARD DOUGLAS
FIR -LARCH SOUTHERN PINE 3
3 STUD
STUD STANDARD
STANDARD GROUP
B: REM -
FIR i
k BTR 1
SOUTHERN
PIE DOUGLAS FIR -LARCH z
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). CABLE
END SUPPORTS LOAD FROM 4' 0" OUTLOOKERS
WITH 2' - 0" OVERHANG, OR 12" PLYWOOD
OVERHANG. ATTACH
EACH "L" BRACE WITH IOd NAILS. 2X4
y2N OR BETTER _ * FOR (1) "L" BRACE: - SPACE NAILS 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,
18" END ZONES AND 6" O.C. BETWEEN ZONES. L"
BRACING MUST BE A MINIMUM OF 80% 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 I1' 8" 2X4
GREATER
THAN I1' 6" 2.SX4 CONNECT
DIAGONALAT T , \\\\,.A,M.
JJ MIDPOINT
OF VERTICAL WEB. REFER TO CHART ABOVE FOR M`(1 (V
LLL
VERWWWLLL WARNINGw- TRUSSES REQUIRE
EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING.
REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI CTRUSS
PLATE INSTITUTE, 583 D'ONOFRI DR., SUITE 200, MADISON, Wl. 53719) FOR SAFETY PRACTICES PRIOR
TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, NO. A O A V 'Y '+ SMYTHLUMBER
C O. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND 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 E -- -- . 2722 SOUTH
APOPKA
BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI' OR FABRICATING, Z OF APOPKA, FL 32703
HANDLING, SHIPPING, INSTALLING
AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF
NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE - STATE 4 407-
299-
1522
FAx: 407-299-
91.53 AMERICAN FOREST AND
PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA, ASTM A653 GR40
GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS
OTHERWISE ON i O/ ••••.<0
R.
I p•P•C i PROFESSIONAL ENGINEERING
LOCATED
THIS DESIGN,
POSITION CONNECTORS PER DRAWINGS 160 A-
Z.. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL(s•'•••••••' ENGINEERING RESPONSIBILITY SOLELYCOMPONENTTHE' AA [(' N 7e
SUITABILITY
UITYANDUSEOFTHIOMPONENTORNYPR IILARBUILDINGITHEIONS
CERTIFICATEOFAUTHCRUATION#921OTHE-BUILDING , I SECTION
REFER TO COMMON TRUSS DESIGN
FOR PEAK, SPLICE, AND HEEL PLATES.
y THIS DRAWING REPLACES DRAWING
A10030E TOT. LD. 60 PSF REF
ASCE7-98-GAB12030 DATE
09/10/01 DRWG
A12030ECO901 ENG MAX. SPACING
24.0"
A A T _N T T-T T N = T A T T
ATTACH EACH "T" REINFORCING MEMBER WITH
HAND DRIVEN NAILS:
10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP
AND BOTTOM CHORD.
GUN DRIVEN NAILS - 0:131" X 3": -
TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD.
THIS DETAIL TO BE USED WITH THE APPROPRL;TE ALPINE GABLE DETAIL FOR ASCE
OR SBCCI WIND LOAD..
ASCE 7-93 GABLE DETAIL DRAWINGS
A11015EN0699, A10015EN0699. A09015ENO699, A08015EN0699, A07015EN0699
A11030EN0699, A10030ENO699, A09030EN0699, A08030EN0699. A07030EN0699
ASCE 7-98 GABLE DETAIL DRAWINGS
A13015ECO901, A12015ECO901, A11015EC0901, A10015ECO901, A08515ECO901
A1303OECO901, A12030ECO901, A11030ECO901, A10030ECO901. A013530ECO901
SBCCI GABLE DETAIL DRAWINGS
S11015EN0699, SIOOISEN0699, S09015EN0699, SOBO15EN0699, S07015EN0699
S11030EN0699, S1003DEN0699. S09030EN0699, S08030EN0699, S07030EN0699
SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI
WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE
VERTICAL LENGTH.
WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING; SHIPPING,
INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED
BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, W1. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLSMYT'H LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING.
ROOF TRUSS DIVISION
IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE
2722 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 TPII OR FABRICATING,
HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITHAPOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE
407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA
Fix: 407.299-9153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF -
TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONALPROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE
CERTIFICATE OF AUTHORIZATION #921 B! SUITABILITY AND USFC OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE
RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2.
1FI qGAR
No. 412704
R
STATE OF
gyp'•. 4i
rr
i.%_ • O.R.
ZX6 "T"
REINFORCING
MEMBER
2X4 "T"
REINFORCING
MEMBER
TOENAIL TOENAIL
TO CONVERT FROM 1" TO "T" REINFORCING MEMBERS,
MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE
VERTICAL SPECIES, GRADE AND SPACING) FOR (1)
2X4 "L" BRACE, GROUP A, OBTAINED FROM THE
APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR
SBCCI WIND LOAD.
MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL
LENGTH IS 14' FROM TOP TO BOTTOM CHORD.
WEB LENGTH INCREASE W/ "T" BRACE
WIND SPEED
AND MRH
T" REINF.
MDR. SIZE
SBCCI ASCE
110 MPH
15 FT
2x4 IO 7. 10 7.
2x6 40 7 50 7.
110 MPH
30 FT
2x4 10 7. 10 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
15 FT
2x4 20 7. 10 7.
2x6 20 7. 40 7.
90 MPH
30 FT
2x4 10 7 IO 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 9%
2x6 20 7. 40 7.
70 MPH
15 FT
2x4 0 7. 20 Z
2x6 0 7 20 7
70 MPH
30 FT
2x4 10 7 20 7
2x6 10 7. 30 7.
EXAMPLE:
ASCE WIND SPEED = 100 MPH
MEAN ROOF HEIGHT = 30 FT
GABLE VERTICAL = 24" O.C. SP p3
T" -REINFORCING MEMBER SIZE = -2X4
T" BRACE INCREASE (FROM ABOVE) = 107 = 1.10
1) 2X4 "L" BRACE LENGTH = 6' 7"
MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH
1.10 x 6' 7" = 7' 3"
LACES DRAWINGS GAB98117 876.719 & HC26294035
yam REF LET -IN VERT
DATE 10/24/01
z DRWG GBLLETIN1001
ENG DLJ/KAR
TOT. LD. 60 PSF
1R. FAC. ANY `
MAX SPACING .24.0"
VALLEY 1'K U S 3 DETAlL" E
TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER. UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY IX4 "T"-BRACE, 80%
BOT CHORD 2X3(`) OR 2X4 SP #2N OR SPF #1/#2 OR BETTER. LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED
WEBS 2X4 SP #3.OR BETTER. 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".
2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE).
ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH:.
MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0".
2) 16d BOX (0.135" X 3.5") NAILS TOE -NAILED FOR TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH:
120 MPH WIND, ASCE 7-98, CAT Li, EXP. B, ENCLOSED BLDG., PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS.
15 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. INSTALLATION
OR OR
2) SIMPSON H2.5 OR CONNECTION FOR 500# UPLIFT FOR
PURLINS AT 24" OC
120 MPH WIND, ASCE 7-98, CAT U, EXP. B, ENCLOSED BLDG.,
OR
BY VALLEY TRUSSES
30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD.
CUT FROM 2X6 OR
LARGER, AS REQ'D
1 4-0-0 MAX,
12
12 iv1AX.
yY2X4
WZX4 W2X4
8-0-0 MAX---
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.
D CUT SQUARE CUT
vl CHORD BOTTOM CHORD
TOE —NAILED VALLEY
W2X4
OPTIONAL STUB
END DETAIL
W4X4
OPTIONAL HIP -
JOINT DETAIL
0 R S E
T 2 " 101
5X4/SPLlAll W(
MAX SPACING) I'IyY1X3\ W2X4
oIW1X3
COMMON IRUSSES PARTIAL FRAMING
120-0-0 MAX (++) ,\1 IIlllll+Illln AT 24" OC PLAN
SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING qN/////i, p\\\\\\\P •„; THIS DRAWING REPLACES DRAWING AI05
e WARNINGw- 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 DETAIL
BY TPI (TRUSS PLATE'INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI, 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMI:NG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, DL 2O 15 PSF DATETOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALESMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. NO. 42704
C O6/2,rj/99
IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPISEROOFTRU55DIVISIONENGINEEREDPRODUCTS, [NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS = 1
9C DL 10 10 10 PSF DRWG VALTRUS.S0699
ENG MLH/I(AR2722SOUTHAPOPKABLVO. DESIGN; ANY FAILURE _TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRCATING = A -
C LL. 0 0 OPSFHANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH-
ArOPKA, FL % 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE
407-299 1522. - AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS MADE OF-20GAS
O •. STATE OF
iA •,. OT. LD. 60 57 PSF55ARE
ASTM A653 GR40 GALV STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFFAX: 407-299-9153 'TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL
O 0 O 1O.P,•••; i ^ •, (1 DUR.FAC. 1.25/1.33 1.15 1.15PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE
CERTIFICATE OF AtIrHORIiATtON M9210 RESPONSIIBILITYANDUSEOI DESIGNER,PONENTOPER ANYTICULAR BUILDING C` \.
THEFBUILDINGTHIS
ANSITPI 1-1995 SECCTION12.THE//. SPACING 24' L
CONVENTIONALLY FRAMED VALLEY DETAIL
A) 2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER PARTIAL FRAMING PLAN
B) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3")
C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3")
D) 2X6.OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER
COMMON
TRUSSES
AT 24" OC
NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN
THAT OF VALLEY RAFTER (A).
NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR
SUPPORTING TRUSS BRACING' DETAILS. VALLEY
RAFTERS
B), (C) MAX HEIGHT WITH IX4 "T" BRACE IS 9'-10".
RIDGE
B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS ll'-2". RAFTER
FOR IX4 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)
3) 16d BOX NAILS
C) (
B)
0" TYPJI ,(B')
L (2) 16d BOX NAILS, TOE -NAILED (TYPICAL)
RATED SHEATHING CONNECTED TO
TRUSS TOP CHORDS PER SPECIFICATIONSZ(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'ONOFRI DR., SUITE 200, MADISON, WT. 53719) FOR
SAFETY PRACTICES PRIOR TO 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 TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING,
HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH
APOPI(A, FL 32703 APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE
407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA
FAX: d07-299-9153 ASTM A653 GR40 OALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF
TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONALPROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. .THE
CERTIFICATE OF AUTHORIZATION #92 10 SUITABILITY AND USE OF THIS C014PONENT FOR ANY PARTICULAR BUILDING IS THE
RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2.
3) 16d BOX NAILS,
TOE -NAILED
L•V1V11Y1V1`I 1ltVJJL.J ei1 4'f Vl,
3) 16d BOX
2) 16d BOX NAILS,
NAILS, TOE -NAILED
TOE -NAILED
RATED (
D) )
SHEATHING
C)
3) 16d BOX GIRDER
NAILS, TOE -NAILED
SUPPORTING TRUSSES
AT 24" OC MAX SPACING
THIS DRAWING REPLACES DRAWING V105—CONV
iC LL 30 30 40PSF REF CONV. VALLEY
DATE 06/25/99FADL20157PSF
G '•, BC %)L 10 10 10 PSF DRWG VALCONVF0699
t No. 42704 j J# L 0 0 0 PSF FENGMLH/KAR
TOT._=LD. 60 55 57 PSF
STATE OF L25/1.33 1.151.15
c( `O P''j
v
CING SEE ABOVE
TOP CHORD 2X4 y2 OR BETTER PIGGYBACK DETAILBOTCHORD2X4 /j2 OR BETTER - .
WEBS 2X4 #3 OR BETTER
REFER TO SEALED DESIGN FOR DASHED PLATES..
SPACE PIGGYBACK VERTICALS AT 4' OC MAX.
TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE
1S NOT DIRECTLY OVER ANOTHER.
PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO
TRUSS TOP CHORD WITH 1.5X3 PLATE.
ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK
IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS
MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING. TRUSS.
REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING.
120 MPH WIND, ASCE 7-98, CAT 11, EXP. B, ENCLOSED BLDG.,
30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD.
FRONT FACE (E.* ) PLATES MAY BE OFFSET FROM BACK FACE
PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX.
A F. F
EITHER PLATE
LOCATION IS
ACCEPTABLE, -
I.
Mi
SIZE OF 2X12
OR BETTER
Em
AEE
B
OPTIONAL
B /(• B Y CSPLICE (/r:L
D
B D—SPLICE
C
B
C
2 CTYP. B
B—
C
B
C
C
C
C
JOINT
SPANS UP TO
TYPE
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 AT 4' OC,
ROTATED VERTICALLY
ATTACH TRULOX PLATES WITH (8) 0.120" X 1.375" NAILS, OR
EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO
BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX
INFORMATION.
WEB BRACING CHART
WEB LENGTH REQUIRED BRACING
0' TO 7'9" NO BRACING
Ix4 "T" BRACE. SAME GRADE. SPECIES AS WEB
7'9" TO 10' MEMBER, OR BETTER, AND 80% LENGTH OF WEB
MEMBER. ATTACH WITH 8d NAILS AT 4" OC.
2x4 "T" BRACE. SAME GRADE, SPECIES AS IYEB
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.
O O o 0 0 0 °°
2
0 0 0 0 ,
O O °° ° °°° °
L
o o- o
1
8 1/4"
ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. '(s;;T1'i111i1' VNI941 G 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 BRAC NG), PUBLISHED
BY.TPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200, MADISON, WL 53719) FOR
SAFETY PRACTICES PRIOR T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL -PANELS AND BOTTOM CHORD SHALL
Qa `p -{ *, y
dry`' 1 F C e
J
V -
MAX- LOADING -
i
55 PSF AT _
REF PIGGYBACK
DATE 06/25/99
SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING.•• 1.33 DUR. FAG.
ROOF TRU55 DIVISIDN
IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE
ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS -
BUILD 1 :
DRWG PIGBACKBO699
ENG DLJ/KAR2722SOUTHAPOPKABLVD. DESIGN) ANY FAILURE TO THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING
HAN LING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH
A ;- NQ. 42704 50 PSF AT
APOPKA. FL 32703 APPLICABLE PROVISIONS. OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 2 5 D UR.. FAG•.:
407 2931522
FAX: 407-299-9153 -
AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA
ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF
TRUSS AND, UNLESS STATE OF r 47 PSF ATOTHERWISELOCATEDONTHISDESIGN,. POSITION CONNECTORS PER
DRAWINGS 160 A-Z. THE SEAL ON THIS
PROFESSIONAL ENGINEERING
DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL
ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
i
g '
1.1 5 D U R. FAG.
CERTIFICATE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE 0•. •• OF AUTHORIZATION#9210 RE SPON$IBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. O 1Q ACING 24.0"
1Hfu111111r1(g1 1_
1
BOTTOM CHORD F'ILLERDETAIL OPTIONAL
INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (
lX3 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 REQUIRE
NAILS PER FACE WITH TRULOX PLATES DOWNWARD
UPLIFT 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS
FIR -LARCH 3281# 1656 1.5" X 3.5" 12 11 10 9 8 HEM -
FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE -
PINE -FIR 2231# 1192 1.5" X 3.5" 10 9 8 8 6 SOUTHERN
PINE DENSE 3465# 1791 1.5" X 3.5" 12 11 10 9 8 SOUTHERN
PINE 2966# 1492 1.5" X 3.5 10 9 8 8 7 SOUTHERN
PINE NON -DENSE 2520# 1343 1.5" X 3.5" 9 8 1 7 1 7 6 4++
MAX+
3X8
043X12TRULOX** MAX
4 LOX 2X8
WEDGE 2)
8D NAILS CUT TO FIT 2X4 VERTICAL OR WEDGE WARNING--
TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLING
AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY
TRI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY
PRACTICES PRIOR TO PERFORMING THESE (UNCTIONS. UNLESS OTHERWISE INDICATED, TOP
CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL SMYTH
LUMBER CO, HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•-
FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF
TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722
SOUTH APOPKA BLVD. DESIGN; ANY FAILURE T BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING.
SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA,
FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-
299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA FAx:
407.299I9153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS
AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS
160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL
ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE
OF AUTHORIZATION #921a SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE IRESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. I;;
11i1111u1Ir11/gj DRAWING REPLACES DRAWINGS A115 A115/R & 884,132 i/
TC LL — PSF REF BC FILLER VFIC'
q DL — PSF DATE 06/25/99 G %..••.
B DL 10.0 PSF DRWG BCFILLER0699 NO.
42704 CALL — PSF -ENG DLJ/KAR TO'
g LD. — PSF A
STATE OF FAC.
1.0/1.15/1.25/1.33 F4 (
l RIo_'.eACING 24.0" JS
STEPDOWN '. CORDER SET
TOP CHORD 2X4 SO. PINE #2 N. SEE TABLE BELOW FOR HIPJACK GRADE
2 TYF
BOT CHORD 2X4 SO. PINE #2 N
WEBS 2X4 SO. PINE #3 7'
HIPJACK TOP CHORD LUMBER GRADE
MAX NORMAL
OVERHANG
LENGTH***
MAX HIPJACK
OVERHANG
LENGTH***
SOFFIT WEIGHT
2 PSF 10 PSF
1-06-00 2-01-07 2 2 N
1-09-00 2-05-11 1 #2 2 DENSE OR 1 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
TO
12 #
6.00-
lV2X4
1 3 - 5 7 _
R=463a, W=3.50
END AND CORNER JACKS
5'
CORNER SET
SETBACK 3'
7' 0" 0
1'
2 HIP OR COMMON TRUSS
1 HIP TRUSS
J5
J3
J1
J
Jl J3 J5 J7 J7 J7 J
1' 3' 5' 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
HJ .* (3) 16d TOENAILS
2.12 12 W2X4.
TO4.24
I I
W2X5 W3X4
OR
SIMPSON
3/4- II— THJA26
I 9-10=13 OVER 2 SUPPORTS.
R=652# W=3.50'
WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING,
INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED
BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLCASMYTHLUMBERCO. HAVEPROPERLY ATTACHED RIGID CEILING. IMPORTANT •
FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF
TRUSS DIVISION ENGINEERED PRODUCTS, INC..SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722
SOUTN APOPKA BLVo.. DES IGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, -' APOPKA,
FL 32703 HANDLING,
SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE
PROVISIONS OF N S (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-
299-1522 AMER CAN FpREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA FAX:
407-299,9153 - ASTM
A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS
AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORSPER DRAWINGS 160
A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING
ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE OF
AUTHORIZATION H9216 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. HIPJACK I
ALTERNATE
LOADING
TCLL 20
PSF TCDL 20
MAX PSF BCDL 10
PSF TOT.LD.
50 MAX PSF DUR.FAC.
1.25 THIS DRAWING
REPLACES U1'•"" lup/
DRAWING HC11795029 a-`p •,,,,;,, //
C LL 30 MAX PSF REF 7' STBK CS 3.'IFJCgTF
G
DL
15
MAX PSF DATE 06/25/99 F '•, BC'_
DL 10 PSF DRWG CS7SBK3A0699 NO.42704
It IL 0 PSF ENG SJP/KAR C OT=
LD. 55 MAX PSF STATE OF
FAC. 1.
33 O '•., - Q
P' • ACING SEE ABOVE sioNA ....,. q///
rlllllnoar•^,.,((
t/t L U
CLB WEB BRACE SUBSTITUTION
THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB)
IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB
BRACING METHOD IS DESIRED.
NOTES
THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED
CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB
BRACING.
ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE.
FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE
BRACING. -
WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING
SIZE BRACING T OR L-BRACE SCAB BRACE
2X3 OR 2X4 I ROW 2X4 1-2X4
2X3 OR 2X4 2 ROWS 2X6 2-2X4
2X6 1 ROW 2X4 1-2X6
2X6 2 ROWS 2X6 2-2X4(*)
2X6 I 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.
T-BRACING
OR
L-BRACING:
APPLY TO EITHER SIDE OF WEB
T-BRACE
NARROW FACE
OR
L-BRACE
ATTACH WITH 16d NAILS AT 6" O.C.
BRACE IS A MINIMUM 60% OF WEB
MEMBER LENGTH
T-BRACE L-BRACE
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. SCAB
BRACE IS A MINIMUM 80% OF WEB
MEMBER LENGTH
THIS DRAWING REPLACES DRAWING 579,640
WARNING-- TRUSSES REQUIRE EXTREME CARE 1N FABRICATING, HANDLING, SHIPPING,
INSTALLING AND BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED
BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONDFRIO DR., SUITE 200, MADISON, WE. 53719) FOR
t //
tIF C •• F
TC LL PSF REF CLB SUBST.
DATE 06/25/99SAFETYPRACTICESPRIORT PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
V
@` ,•{q j.•, Q
L•,
DL, PSF
S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING v"•j
Bls DL PSF DRWGxIMPORTANTRR- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEDUCTSALLDTRUSSESTBEAROOFTRUSSDIVISIONENGINEREONFROMTHISNYIORBRCLBSUB0699
ENG
MLH/KAR DESIGN; ANY FAILURE TONBUILD THE WITH 2722 SOUTH
APOPKA BLVD. INOCONFOR CNSIBLE ONFORMANCETPI) FABRICATING, NO.42704 •. C=LL PSF HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA. FL
32703 APPLICABAMERICANL FOREOST PROVISIONS PAPERASSOCIAITOI N) ANDI TPI• ALPIINIE CONNNECTORSS ARE MADEH OF 20GA T0'9 LD. PSF 407-299-1522 407-99ASTMA653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF STATE OF FAX: 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 i FAC.
PROFESSIONAL
ENGINEERING 'ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE i D. c_- CERnFlCATEOFAUTHORMATIONN921e:SUITABILITY
AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY 0o'Q ' •• FACING OF THEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. i fl O N
A 1. Lumypr•trnulri(1 A J
kVLVVK La/1ULt) .
TOP CHORD 4x2 SP #3
BUT CHORD 4x2 SP #3
WEBS 4x2 SP #3
JACK STUDS FOR
HEAVY CONC. LOAD
BY BUILDER).
QUANTITY
DETERMINED
BY OTHERS.
WALL PLATE 3/4" DECKING
INSERT JACK
STUDS
BY BUILDER).
QUANTITY OF
JACK STUDS TO
MATCH WALL
JACK STUDS
ABOVE,HIN.
W2.5X4 =
1-0-8
JACK STUD DETAIL
WALL STUDS NOT SHOWN -
FOR CLARITY PURPOSES)
DIAGONAL WEB SHOWN FOR CONNECTOR PLATE PURPOSES
IHIJ UWb PHtF'AHtU..FMUf' LUPTF'U.ItH INPUT {LUAU.) 9 UINt1Y.)1UIY.)) .)UUPIl I ICU UI IRUJJ nrn. - TRUSS
MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. DESIGN
CRITERIA 1
1:
ALL TRUSS LUMBER TO BE SP #3. 2:
ATTACH TOP OF RIBBON BLOCK WITH 2-10D GUN NAILS. 3:
DIAGONAL WEBS TRUSS
SPAN < or = TO 12' NO DIAGONALS 12' <
TRUSS SPAN < or = TO 20': ONE DIAGONAL 20' <
TRUSS SPAN < or = TO 30': TWO DIAGONALS 30' <
TRUSS SPAN THREE DIAGONALS ONE
EACH END AND CENTER) 4:
16" OC VERTICALS, TYPICAL: 5.
FLOOR GABLE DESIGN TAKES INTO ACCOUNT COMPOSITE ACTION FROM
A 2X4 WALL BOTTOM PLATE, 3/4" FLOOR DECKING AND RATED SHEATHING
APPLIED TO OUTSIDE FACE. WALL BOTTOM PLATE., FLOOR DECKING,
SHEATHING AND ALL CONNECTIONS TO TRUSS TOP CHORD TO
BE DESIGNED BY OTHERS.: W=
W2.5X4 = T
1-
0-8 1-4-0 L'
Wz.
5A4 = W=W2.5X4 = BOTTOM CHORD MAY BE NOTCHED AROUND PRE -CAST ANCHORS
BOLTS. ANCHOR BOLT SIZE AND SPACING OF
BOLTS TO BE FURNISHED BY OTHERS. VERTICAL
WEBS AND CONNECTOR PLATES NOT TO BE DAMAGED
OR CUT IN ANY WAY. E
Continuous Support - Note:
All Plates .Are W2X4 Except As Shown. R •"'''•,, PLTTYP. Wave TPI-95 R Design Criteria: TPI STD ti
FL
1 R Scale =.375" Ft. WARNING`•
TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING ANT O f L L -- 40 P S F R E F R 3 5 2-- 1 5 3 7 Z GRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE.
587 D'ONOFRIO DR.. SUITE 200, HADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING
THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED v -
T
CCD L 0 10 .
0
P S F S MYTHLUMBERCO. DATE 0 7 / 1 5 / 0 2 STRUCTURAL PANELS.
BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. N o 4 2 7 0 4 D.RW
SLTUSR352 02195003 ROOF TRUSSDIVISION. IMPORTANT"" FURNISH
A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE .0 NGINEERED = 1CL 5.0 PSF 2722 SOUTH
APOPKA BLVD. PROOUCTS. 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. INST ALL111G AND BRACING OF
TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE Di B
C
L 0 P S F S L T - E N G / W M R APOPKA. FL32703PROVISIONSOFNOS (NATIONAL DESIGN SPECIFICATION PUBL
TSHEO BY THE AHER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE O F 0 S E
0 N - - 11184 407-299•
i 522 FAX: CONNECTORS
ARE
MADE OF 20GA ASTN A65J GR AO GALY. STEEL. EXCEPT A5 NOTED. APPLY COHNCCTOR S-TO L D . 5 5.0 'P S F 407-299-9 1 53 PROFESSIONAL ENGINEERING
EACH FACE
OF TRUSS; AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS IGO
A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING i /C/
P i O/ ••••,` O.
R I O " •••• j F
A
C 1 FROM CERTIFICATE RE
SPONS
IS ILITY SOLELY FOR THE TRUSS C0HPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF 7H15 F. •. ,. C'` vs/O• ••„\\\
RJR . . 00
OF AUTHORIZATION
49216 AN51/7P17iFOOR ANYBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER NSE PARTICULAR. q/Ill
111 llll{{11
SYSTEM 42 PLY TO PLY CONNECTION DETAILS
FIGURE l: WEB TRULOX PLATE CONNECTION
WEB TRULOX PLATE CONNECTION
MAY BE USED WHEN TRUSS IS
LOADED WITH UNIFORM LOAD
AND/OR CONCENTRATED LOADS
AT RANDOM OR O.C. SPACINGS.
TRULOX PLATE APPLIED TO
BOTH FACES AT LOCATION OF
CONCENTRATED LOADS OR
N OR SNEARMIDSPANFORTRUSSES
WITH ONLY UNIFORM LOAD.
4X6 TRULOX FOR P = 2900# MAX.
6X6 TRULOX FOR P = 4400# MAX.
3/4" THICK BY 7" WIDE APA RATED SHEATHING CUT TO FIT ALONG
VERTICAL WEB LENGTH MAY BE SUBSTITUTED FOR TRULOX PLATES.
ATTACH WITH (S) 8D COMMON (0.131 x 2 1/2") NAILS IN EACH
VERTICAL WEB.
FIGURE 2: CHORD TRULOX PLATE CONNECTION
CHORD TRULOX PLATES CONNECTION
MAY BE USED WHEN TRUSS IS
LOADED WITH UNIFORM LOAD
AND CONCENTRATED LOADS
SPACED AT 24" O.C. OR LESS.
2' 6" MAX- —
TYPICAL SPACING
2) 3X8 TRULOX PLATES TO BE
BENT AND APPLIED AS SHOWN.
PLATES TO BE POSITIONED
APPROXIMATELY 1/4" APART
SPACED AT 2' 6" MAXIMUM
O.C. BETWEEN PAIRS.
SYSTEM 42 CONNECTION NOTES:
N" & "C" ARE THE REQUIRED NUMBER OF 0.120" X 1.375"
NAILS, OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX
PLATE CONNECTIONS AS SPECIFIED ON THE ENGINEER'S SEALED
DESIGN REFERENCING THIS DETAIL.
S" IS THE REQUIRED NUMBER OF 0.131" X 2.5"
NAILS, OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX
PLATE CONNECTIONS AS SPECIFIED ON THE ENGINEER'S SEALED
DESIGN REFERENCING THIS DETAIL.
REFER TO THE ENGINEER'S SEALED DESIGN FOR LUMBER,
PLATES AND OTHER INFORMATION NOT SHOWN HERE.
0.125" X 3" GUN NAILS MAY BE USED IN PLACE OF 10d COMMON
0.148" x 3") NAILS WHEN CONNECTING SHEAR BLOCKS.
ONE OF THESE 6 FIGURES SHALL BE USED FOR EACH 2-PLY
SYSTEM 42 TRUSS- -
CROSS SECTION DETAIL
1.5".E
1)Iau ny l-.riul-,
FIGURE 5: SINGLE SHEAR .BLOCK
CONNECTION AT CONCENTRATED LOAD
C(
3ROSS
SECTION DETAIL 1
I 2X6
OR 2X8 #3 OR BETTER
SHEAR BLOCK. PLACE
BLOCK IN KEYWAY AND
CONNECT TO EACH PLY
WITH (3) 10d COMMON I` (
0.148" x 3") NAILS. OPTIONAL
TIE PLATE ON NARROW
FACE OR 10d COMMON 0.
148" x 3") NAIL IN WIDE FACE. CROSS
SECTION DETAIL 7"
LONG BLOCK
SIZE MAX
LOAD P
1)
2x6 1500# 1)
2x8 2000# 2)
2x6 3000# 2)
2x8 3506# 3
2 2)
3X6 TRULOX PLATES. ATTACH WITH 0.131"X1.375" NAILS TO 1.5" SIDE FIGURE. 6: DOUBLE SHEAR OF
MEMBER 1 SYSTEM 42 CHORDS AS SHOWN THEN BEND 90• AND ATTACH BLOCKS CONNECTION AT TO3.5" SIDE OF MEMBER 2 CHORDS AS SHOWN. USE SAME PROCEDURE STARTING
WITH MEMBER 2 WHILE OFFSETTING TRULOX PLATE LOCATION BY
4". SPACE BETWEEN PLATE PAIRS AT 2' 6" MAXIMUM O.C. FIGURE
4: CHORD TRULOX PLATE CONNECTION 9.
0" CONCENTRATED
LOAD FOR
DOUBLE STACKED CHORDS MUST
BE APPLIED TO
THIS FACE. USE (
2) 3X10 TRULOX PLATES. WARNINGx-
TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING
AND BRACING.. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY
TPI (TRUSS PLATE INS TITUTE, 583 D'ONGFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY .
PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, S
MYTH LUMBER CO. TOP
CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE
A PROPERLY ATTACHED RIGID CEILING. a
x IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF
TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722
SOUTH APOPKA BLVD. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, APoPKA,
FL 32703 HANDLING.
SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE
PROVISIONS- OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY -THE 407-
299-1522 AMERICA44 FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA FAX:
407.299-9153 ASTM.
A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS
AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION, CONNECTORS PER DRAWINGS
160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL
ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE
OF AUTHORIZATION N921B SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. S
NAIL
PLATE IS TO BE APPLIED TO THE
INSIDE FACE OF THE TRUSS 5.
5" SUPPORTING THE CONCENTRATED LOAD
PRIOR TO CONNECTING THE PLIES
TOGETHER. BEND NAIL PLATE OVER
THE TOP CHORD OF THE SECOND
PLY AND NAIL AS SPECIFIE 6X18
TRULOX PLATE BENT
AS SHOWN. T
lA% ., CC•,.
Ct No.
42704 BB
C
To STATE
OF
0-13
2X6 OR
2X8 #3 OR BETTER SHEAR BLOCKS. PLACE
BLOCK IN KEYWAY AND CONNECT
TO EACH PLY WITH 3) IOd
COMMON (0.148" x 3") NAILS ES DRAWINGS
1.070.978 798517 T620,124 & T615.489 LL PSF
REF SY42 CONNECTION DL PSF
DATE 06/25/99 PL PSF
DRWG CNSY42PLO699 IL PSF
ENG MLH/KAR 9 LD.
PSF FAC. 1.
00 ACING
FORM 60OA-2001
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: SHEFFIELD111952 Builder: MORRClso HOMES
Address: / Q Permitting Office:
7
0-
City, State:
n
Permit Number:
Owner: O f Sa 1 Y.
0 Jurisdiction Number:
Climate Zone: Central
1. New construction or existing New - 12. Cooling systems
2. Single family or multi -family Single family - a. Central Unit Cap: 42.0 kBtu/hr -
3. Number of units, if multi -family I. I _
I .
SEER: 12.00 _
4. Number of Bedrooms 4 _ b. N/A
5. Is this a worst case? Yes -
6. Conditioned floor area (ft') 1951 ft, c. N/A
7. Glass area & type
a. Clear - single pane 360.0 ft' _ 13. Heating systems
b. Clear - double pane 0.0 ft, - a. Electric Heat Pump Cap: 42.0 kBtu/hr
c. Tint/other SHGC - single pane 0.0 ftz - 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, 207.0(p) ft _ c. N/A
b. N/A
c. N/A 14. Hot water systems
9. Wall types a. Electric Resistance Cap: 50.0 gallons -
a. Concrete, Int Insul, Exterior R=4.2, 1301.2 ftz - EF: 0.86 -
b. Frame, Wood, Adjacent R=11.0, 281.8 ft' _ b. N/A
c. N/A
d. N/A c. Conservation credits
e. N/A HR-Heat recovery, Solar
10. Ceiling types DHP-Dedicated heat pump)
a. Under Attic R=30.0, 1956.0 ftz _ 15. HVAC credits PT, -
b. N/A CF-Ceiling fan, CV -Cross ventilation,
c. N/A HF-Whole house fan,
11. Ducts PT -Programmable Thermostat,
a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling,
b. N/A MZ-H-Multizone heating)
Glass/Floor Area: 0.18 Total as -built points: 29521 PASSTotalbasepoints: 29730
hereby certify that the plans and specifications covered
by this calculation are in comp l' with the Florida
Energy Code.
PREPARED BY:
DATE: -------- ----- z-----
hereby certify that this building, as gresigned, is in
compliance with the Flo a ergy Code.
OWNER/AGENT
DATE:
EnergyGauge® (Ver
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:
ion: FLRCSB v3.2)
Y
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 83.5
The higher the score, the more efficient the home.
1. New construction or existing New - 12. Cooling systems
2. Single family or multi -family Single family - a. Central Unit Cap: 42.0 kBtu/hr -
3. 'Number of units, if multi -family 1 - SEER: 12.00 -
4. Number of Bedrooms 4 _ b. N/A
5. Is this a worst case? Yes -
6. Conditioned floor area (ft2) 1951 ft2 c. N/A
7. Glass area & type
a. Clear - single pane 360.0 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. Floortypes
a. Slab -On -Grade Edge Insulation R=0.0, 207.0(p) ft - c. N/A
b. N/A
c. N/A 14. Hot water systems
9. Wall types a. Electric Resistance Cap: 50.0 gallons -
a. Concrete, Int Insul, Exterior R=4.2, 1301.2 ft' _ EF: 0.86 -
b. Frame, Wood, Adjacent R=11.0, 281.8 ft' _ b. N/A
c. N/A
d. N/A c. Conservation credits
e. N/A HR-Heat recovery, Solar
10. Ceiling types DHP-Dedicated heat pump)
a. Under Attic R=30.0, 1956.0 ft' - 15. HVAC credits PT, -
b. N/A CF-Ceiling fan, CV -Cross ventilation,
c. N/A HF-Whole house fan,
11. Ducts PT -Programmable Thermostat,
a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft - RB-Attic radiant barrier,
b.'N/A MZ-C-Multizone cooling,
MZ-H-Multizone heating)
I certify that this home has complied with the Florida Energy Efficiency Code For Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder "Signature:
Address of New Home:
Date:
City/FL Zip:
p TKEST4-,
nit, 0
tt 4
r
o
i
r
NOTE: The home's estimated energyperformance score is only available through the FLARES computer program.
This ism a Building Energy Rating If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar7mdesignation),
your home may qualify for energy'efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating.
Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for
information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction,
contact the Department of Community Affairs at 8501487-1824.
EnergyGauge® (Version: FLRCSB v3.2)
FORM 60OA-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS:,,, PERMIT #:
BASE I AS -BUILT
GLASS TYPES
18 X Conditioned X BSPM = Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points
18 1951.0 25.78 9053.4 Single, Clear SE _ 1.0 7.0 38.0 56.64 0.99 2120.2
Single, Clear NE 1.0 7.0 57.0 43.65 0.99 2451.6
Single, Clear NE 5.0 14.8 6.0 43.65 0.86 225.2
Single, Clear NE 5.0 7.9 6.0 43.65 0.70 182.9
Single, Clear SE 1.0 7.0 39.0 56.64 0.99 2176.0
Single, Clear SW 8.0 9.0 72.0 52.82 0.54 2042.4
Single, Clear SW 1.0 6.0 32.0 52.82 0.96 1627.2
Single, Clear SE 15.0 9.0 48.0 56.64 0.44 1198.8
Single, Clear SW 1.0 4.0 14.0 52.82 0.89 660.0
Single, Clear NW 1.0 6.0 16.0 37.74 0.97 586.5
Single, Clear_ NW 1.0 6.0 16.0 37.74 0.97 586.5
Single, Clear NW 1.0 15.0 16.0 37.74 1.00 602.3
As -Built Total: 360.0 14459.5
WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points
Adjacent 281.8 0.70 197.3 Concrete, Int Insul, Exterior 4.2 1301.2 1.16 1509.4
Exterior 1301.2 1.90 2472.3 Frame, Wood, Adjacent 11.0 281.8 0.70 197.3
Base Total: 1583.0 2669.5 As -Built Total: 1583.0 1706.7
DOOR TYPES Area X BSPM Points Type Area X SPM Points
Adjacent 18.0 1.60 28.8 Exterior Wood 20.0 7.20 144.0
Exterior 20.0 4.80 96.0 Adjacent Wood 18.0 2.40 43.2
Base Total: 38.0 124.8 As -Built Total: 38.0 187.2
CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points
Under Attic 1951.0 2.13 4155.6 Under Attic 30.0 1956.0 2.13 X 1.00 4166.3
Base.Total: 1951.0 4155.6 As -Built Total: 1956.0 4166.3
FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points
Slab 207.0(p) 31.8 6582.6 Slab -On -Grade Edge Insulation 0.0 207.0(p -31.90 6603.3
Raised 0.0 0.00 0.0
Base Total: 6582.6 1 As -Built Total:
EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2
207.0 6603.3
FORM 60OA-2001
1
SUMMER CALCULATIONS
Residential Whole Building Performance Method A -.Details
ADDRESS:,,, PERMIT #:
BASE AS -BUILT
INFILTRATION Area X BSPM Points Area X SPM Points
1951.0 14.31 27918.8 1951.0 14.31 27918.8
Summer Base Points: 37339.6 Summer As -Built Points: 41835.2
Total Summer
Points
X System =
Multiplier
Cooling
Points
Total X
Component
Cap
Ratio
X Duct X System X
Multiplier Multiplier
DM x DSM x AHU)
Credit
Multiplier
Cooling
Points
37339.6 0.4266 15929.1
41835.2
41835.2
1.000
1.00
1.087 x 1.150 x 1.00) 0.284
1.250 0.284
0.950
0.950
14117.8
14117.8
EnergyGaugel DCA Form 60OA-2001 EnergyGauge@/FIaRES'2001 FLRCSB v3.2
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
GLASS TYPES
18 X Conditioned X BWPM = Points Overhang
Floor Area Type/SC Ornt_ Len Hgt Area X WPM X WOF = Points
18 1951.0 5.86 2057.9 Single, Clear SE 1.0 7.0 38.0 8.34 1.01 321.6
Single, Clear NE 1.0 7.0 57.0 12.00 1.00 684.1
Single, Clear NE 5.0 14.8 6.0 12.00 1.00 72.0
Single, Clear NE 5.0 7.9 6.0 12.00 1.00 72.1
Single, Clear SE 1.0 7.0 39.0 8.34 1.01 330.1
Single, Clear SW 8.0 9.0 72.0 9.22 1.29 858.4
Single, Clear SW 1.0 6.0 32.0 9.22 1.01 298.2
Single, Clear SE 15.0 9.0 48.0 8.34 1.76 705.4
Single, Clear SW 1.0 4.0 14.0 9.22 1.03 133.2
Single, Clear NW 1.0 6.0 16.0 12.23 1.00 195.3
Single, Clear NW 1.0 6.0 16.0 12.23 1.00 195.3
Single, Clear NW 1.0 15.0 16.0 12.23 1.00 195.5
As -Built Total: 360.0 4061.2
WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points
Adjacent 281.8 1.80 507.2 Concrete, Int Insul, Exterior 4.2 1301.2 3.26 4241.9
Exterior 1301.2 2.00 2602.4 Frame, Wood, Adjacent 11.0 281.8 1.80 507.2
Base Total: 1583.0 3109.6 As -Built Total: 1583.0 4749.2
DOOR TYPES Area X BWPM Points Type Area X WPM Points
Adjacent 18.0 4.00 72.0 Exterior Wood 20.0 7.60 152.0
Exterior 20.0 5.10 102.0 Adjacent Wood 18.0 5.90 106.2
Base Total: 38.0 174.0 As -Built Total: 38.0 258.2
CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points
Under Attic 1951.0 0.64 1248.6 Under Attic 30.0 1956.0 0.64 X 1.00 1251.8
Base Total: 1951.0 1248.6 As -Built Total: 1956.0 1251.8
FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points
Slab 207.0(p) 1.9 393.3 Slab -On -Grade Edge Insulation 0.0 207.0(p 2.50 517.5
Raised 0.0 0.00 0.0
Base Total: 393.3 1 As -Built Total: 207.0 517.5
EnergyGaugeO DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2
FORM 60OA-2001
Residential Whole Building Performance Method A - Details
ADDRESS` , , , PERMIT #:
BASE AS -BUILT
INFILTRATION Area X BWPM Points Area X WPM Points
1951.0 -0.28 546.3 1951.0 0.28 546.3
Winter Base Points: 5650.6 Winter As -Built Points: 10291.6
Total Winter X
Points
System =
Multiplier
Heating
Points
Total X
Component
Cap
Ratio
X Duct X System X
Multiplier Multiplier
DM x DSM x AHU)
Credit
Multiplier
Heating
Points
5650.6 0.6274 3545.2
10291.6
10291.6
1.000
1.00
1.078 x 1.160 x 1.00) 0.402
1.250 0.402
0.950
0.950
4909.1
4909.1
EnergyGauge'rm DCA Form 60OA-2001 EnergyGauge®/FIaRES2001 FLRCSB v3.2
FORM 60OA-2001
lk
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
WATER HEATING
Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total
Bedrooms Volume Bedrooms Ratio Multiplier
4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5
As -Built Total 10494.5
CODE COMPLIANCE STATUS
BASE AS -BUILT
Cooling + Heating +
Points Points
Hot Water
Points
Total
Points
Cooling
Points
Heating + Hot Water = Total
Points Points Points
15929 3545 10256 29730 1 14118 4909 10495 29521
EnergyGauge rm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2
FORM 60OA-2001
0
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
I ADDRESS: , , , PERMIT #: I
aA-')4 mIPn TRATUIM mmilrTInN COMPLIANCE CHECKLIST
COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK
Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area.
Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa
foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility
penetrations; between wall panels & top/bottom plates; between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends
from and is sealed to the foundation to the top plate.
Floors 606.1:ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members.
EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed
to the perimeter, penetrations and seams.
Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chas
soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat
attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is
installed that is sealed at the perimeter, at penetrations and seams.
Recessed Lighting Fixtures 606.1.ABC.1.2A 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 cavitV between floors.
Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP
have combustion air.
CA 90 ^"ruCG DOCOf`010TIVC MCA CIIRCC Imncf ha mat nr aYL`aaded hV all residences.)
UM-44 V I" L-U% r r av.n
CHECKCOMPONENTSSECTIONREQUIREMENTS
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 s stem.
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
RIGHT-J LOAD AND EQUIPMENT SUMMARY
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: EW-195 W/DEN 10-17-96
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
For:
Notes:
MORRISON HOMES
Weather:
Winter Design Conditions
Orlando —AP, FL, US
Outside db 38 F
Inside db 70 F
Design TD 32 F
Heating Summary
Building heat loss 41326 Btuh
Ventilation air 50 cfm
Ventilation air loss 1760 Btuh
Design heat load 43086 Btuh
Infiltration
Method Simplified
Construction quality Average
0Fireplaces
Heatingg1 Cooling
Area (ftz) 19 1951
Volume (ft') 18339 18339
Air changes/hour
Equiv. AVF
0.80
245
0.40
123cfm)
Heating Equipment Summary
Make LENNOX
Trade
Summer Design Conditions
Outside db 93 °F
Inside db 75 °F
Design TD 18 °F
Daily range M
Relative humidity 55 %
Moisture difference 37 gr/lb
Sensible Cooling Equipment Load Sizing
Structure 29954 Btuh
Ventilation 495 Btuh
Design temperature swing 3.0 °F
Use mfg. data n
Rate/swing multiplier 0.98
Total Sens. equip. load 29840 Btuh
Latent Cooling Equipment Load Sizing
Internal gains 922 Btuh
Ventilation 625 Btuh
Infiltration 3063 Btuh
Total latent equip. load 4610 Btuh
Total equipment load 34450 Btuh
Cooling Equipment Summary
Make LENNOX
Trade
Efficiency 6.8 HSPF Efficiency 10.1 EER
Heating input Sensible cooling 24850 Btuh
Heating output 0 Btuh @ 47°F Latent cooling 10650 Btuh
Heating temp rise 0 °F Total cooling 35500 Btuh
Actual heating fan 0 cfm Actual cooling fan 1183 cfm
Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.040 cfm/Btuh
Space thermostat Load sensible heat ratio 87
Boldlitalic values have been manually, overridden
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
wlr14ghtsoft Right -Suite Residential- 5.0.64 RSR26015
ACCK E:\Files\morrison\SHEFFIELD\SHEFFIELD.rsr
2002-Feb-26 16:59:55
Page 1
RIGHT-J WINDOW DATA
DEL AIR HEATING,AIR CONDITIONING,R
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
Job: EW-195 W/DEN 10-17-96
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
LIV/DIN
a n nw a C n 0 d 1 1 90 1.0 1.0 1.0 6.0 39.4 57.0 0.0
a n sw a C n 0 d 1 1 90 1.0 1.0 1.0 6.0 47.4 39.0 4.1
a n sw a c- n 0 n 1 1 90 1.0 5.0 6.5 6.8 76.4 7.0 1.7
a n sw a c n 0 n 1 1 90 1.0 5.0 1.0 1.4 76.4 6.0 6.0
KITCHEN
NOOK/FAMILY
a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 39.4 39.0 0.0
b n. ne a c n 0 d 1 1 90 1.0 8.0 1.0 8.0 39.4 72.0 0.0
M/BR
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
b n nw a c n 0 d 1 1 90 1.0 15.0 1.0 8.0 39.4 48.0 0.0
MASTER BATH/WIC
a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 3.0 39.4 14.0 0.0
BTH2
BR2
a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0
BR3
a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0
LAU N
wrighitsoft Right -Suite Residential- 5.0.64 RSR26015 2002-Feb-26 16:59:55
E:\Files\morrison\SHEFFIELD\SHEFFIELD.rsr Page 1
F_
i
RIGHT-J WORKSHEET
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: EW-195 W/DEN 10-17-96
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
J: /th t1.
1 Name of room Entire House LIV/DIN KITCHEN NOOK/FAMILYj4MANUAL2Lengthofexposedwall210.5 ft 66.0 ft 10.0 ft 41.0 ft
3 Room dimensions 19.0 x 20.0 ft 13.5 x 10.0 ft 25.0 x 16.0 ft
Ceiings Condit. Option 9.4 ft heat/cool d 9.4 ft heat/cool 9.4 ft heat/cool 9.4 fti heat/cool
TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh)
EXPOSURE N0. Htg Clg W) Htg Clg W) Htg I Clg W) Htg Clg ft?) Htg I Clg
5 Gross a 14B 4.6 2.1 1593 451 94 385
Exposed b 13C 3.2 1.2 386 169 0 0
walls and c 0.0 0.0 0 0 0 0
partitions d 0.0 0.0 0 0 0 0
6 Windows and a 1C 37.0 226 8353 109 4029 0 0 39 1441
glass doors b 8C 37.0 120 4435 0 0 0 0 72 2661 rR:
Heating c 9C 38.7 0 0 0 0 0 0 0 0
d 0.0 0 0 0 0 0 0 0 0
e 0.0 0 0'*" 0 0 0 0 0 0
7 Windows and North 24.8 16 392 12 310 0 0 0 0
glass doors NE/NW 39.4 262 10323 57 2246 0 0 111 4373
Cooling E/W 0.0 0***' 0 0 0 0'**' 0 0`** 0
SE/SW 49.7 68 3385 40 2060 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 20 294 199 20 294 199 0 0 0 0 0 0
b 1OD 14.7 9.9 18 265 179 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 1227 5655 2527 322 1485 663 94 433 194 274 1264 565
exposed b 13C 3.2 1.2 368 1158 430 169 533 198 0 0 0 0 0 0
walls and c 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
e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
10 Ceilings a 16D 1.7 2.2 1962 3328 4367 380 644 846 135 229 301 400 678 890
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 0.0 211 5456 0 66 1711 0 10 259 0 41 1063 0
Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
is displ. d 0.0, 0.0 0 0 0 0 0 0 0 0 0 0 0 0
for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
12 Infiltration a 22.5 6.3 384 8625 2426 129 2897 815 0 0 0 111 2493 701
13 Subtotal loss=6+8..+11+12 37569 11593 921 9601
Less external heating 0 0 0 0
Less transfer 0 0 0 0
14 Duct loss 10 °/ 3757 10 % 1159 10 °/ 92 10°/ 960
15 Total loss = 13+14 41326 12753 1013 10561
16 Int. gains: People @ 300 4 1203 1 402 0 0 2 501
Appl. @ 131200 2 1800 0 0 1 1200 0 0
17 Subtot RSH gain=7+8, +12+16 27231 7738 1694 7031
Less external cooling 0 0 0 0
Less transfer 0 0 0 0
18 Duct gain 10 % 2723 10 °/ 774 10 % 169 10°/ 703
19 Total RSH gain=(17+18)*PLF 1.00 29954 1.00 8512 1.00 1863 1.00 7734
20 Air required (cfm) 0 1183 01 3361 01 741 0 306
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
wrtghtsoit Right -Suite Residential- 5.0.64 RSR26015 2002-Feb-26 16:59:55
ACC$1, E:\Files\morrison\SHEFFIELD\SHEFFIELD.rsr Page 1
RIGHT-J WORKSHEET
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: EW-195 WIDEN 10-17-96
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
J: /tn Ld.
1 Name of room M/BR MASTER BATH/WIC BTH2 BR2J4MANUAL2Lengthofexposedwall14.0 ft 30.5 ft 0.0 ft 12.0 ft
3 Room dimensions 19.0 x 14.0 ft 11.5 x 19.0 ft 8.5 x 9.0 ft 16.0 x 12.0 ft
Ceiings Condit. Option 9.4 fli heat/cool 9.4 ft heat/cool 9.4 ft heat/cool 9.4 ft Iheattcool
TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh)
EXPOSURE NO. Htg Clg ft) Htg Clg ft') Htg I Clg W) Htg I Clg ft2) Htg I Clg
5 Gross a 14B 4.6 2.1 132 287 0 113
Exposed b 13C 3.2 1.2 0 0 0 0
walls and c 0.0 0.0 0 0 0 0
partitions d 0.0 0.0 0 0 0 0
e 0.0 0.0 0 0 0 0
6 Windows and a 1C 37.0 32 1183 14 517 0 0 16 591
glass doors b 8C 37.0 48 1774 0 0 0 0 0 0
Heating c 9C 38.7 0 0 0 0'*" 0 0 0 0
d 0.0 0 0 0 0 0 0'"'* 0 0"
e 0.0 0 0 0 0'"" 0 0 0 0
f 0.0 0 0 0 0 0 0 0 0
7 Windows and North 24.8 0 0 0'""' 0 0 0 2'*" 41
glass doors NE/NW 39.4 80 3152 14 552 0 0 0 0
Cooling E/W 0.0 0'*'* 0 0 0 0"*' 0 0"**" 0
SE/SW 49.7 0 0 0 0 0 0 14 663
South 0.0 0 0 0 0 0'**' 0 0 0
Horz 0.0 0'*" 0 0 0 0 0 0 0
8 Othendoors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0
b 1OD 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0
c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
9 Net a 14B 4.6 2.1 52 238 106 273 1257 562 0 0 0 97 446 199
exposed b 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0
walls and c 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
e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
10 Ceilings a 16D 1.7 2.2 266 451 592 219 371 486 77 130 170 192 326 427
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 14 363 0 31 791 0 0 0 0 12 311 0
Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
12 Infiltration a 22.5 6.3 80 1797 505 14 314 88 0 0 0 16 359 101
13 Subtotal loss=6+8..+11+12 5805 3250 130 2033
Less external heating 0 0 0 0
Less transfer 0 0 0 0
14 Duct loss 10 °/ 581 10 °/ 325 10 °/ 13 10°/ 203
15 Total loss = 13+14 6386 3575 143 2237
16 Int. gains: People @ 300 1 300 0 0 0 0 0 0
Appl. @ A 200 0 0 0 0 0 0 0."' 0
17 Subtot RSH gain=7+8..+12+16 4656 1688 170 1432
Less external cooling 0 0 0 0
Less transfer 0 0 0 0
18 Duct gain 100/ 466 10°/ 169 10% 17 10% 143
19 Total RSH gain=(17+18)*PLF 1.00 5121 1.00 1857 1.00 187 1.00 1575
201 Air required (cfm) 0 202 0 73 1 01 7 01 62
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
wr ghtsOi C Right -Suite Residential' 5.0.64 RSR26015 2002-Feb-26 16:59:55
C-(>, E:\Files\morrison\SHEFFIELD\SHEFFIELD.rsr Page 2
RIGHT-J WORKSHEET
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: EW-195 WIDEN 10-17-96
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
J: 7th Ed.
1 Name of room BR3 LAUNJ4MANUAL2Lengthofexposedwall30.0 ft 7.0 ft
3 Room dimensions 16.0 x 14.0 ft 10.0 x 7.0 ft
Ceiings Condit. Option 9.4 ft heat/cool 9.4 fti heat/cool
TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Area
EXPOSURE NO. Htg Clg ft') Htg Clg W) Htg I Clg Htg Clg Htg Clg
5 Gross a 14B 4.6 2.1 132 0
Exposed b 13C 3.2 1.2 150 66
walls and c 0.0 0.0 0 0
partitions d 0.0 0.0 0 0
e 0.0 0.0 0 0
f0.0 0.0 0 0
6 Windows and a 1 C 37.0 16 591 0 0
glass doors b 8C 37.0 0 0 0
Heating c 9C 38.7 0 0 0 0
d 0.0 0 0 0 0
e 0.0 0 0 0 0-
f 0.0 0 0 0 0
7 Windows and North 24.8 2 41 0 0
glass doors NE/NW 39.4 0 0 0 0
Cooling E/W 0.0 0 0 0 0
SE/SW 49.7 14 663 0 0
South 0.0 0 0 0 0
Horz 0.0 0 0 0 0
8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0
b 10D 14.7 9.9 0 0 0 18 265 179
c 0.0 0.0 0 0 0 0 0 0
9 Net a 14B 4.6 2.1 116 533 238 0 0 0
exposed b 13C 3.2 1.2 150 474 176 48 151 56
walls and c 0.0 0.0 0 0 0 0 0 0
partitions d 0.0 0.0 0 0 0 0 0 0
e 0.0 0.0 0 0 0 0 0 0
f 0.0 0.0 0 0 0 0 0 0
10 Ceilings a 16D 1.7 2.2 224 380 499 70 119 156
b 0.0 0.0 0 0 0 0 0 0
c 0.0 0.0 0 0 0 0 0 0
d 0.0 0.0 0 0 0 0 0 0
e 0.0 0.0 0 0 0 0 0 0
f 0.0 0.0 0 0 0 0 0 0
11 Floors a 22A 25.9 0.0 30 778 0 7 181 0
Note: room b 0.0 0.0 0 0 0 0 0 0
perimeter c 0.0 0.0 0 0 0 0 0 0
is displ. d 0.0 0.0 0 0 0 0 0 0
for slab a 0.0 0.0 0 0 0 0 0 0
floors) f 0.0 0.0 0 0 0 0 0 0
12 Infiltration a 22.5 6.3 16 359 101 18 404 114
13 Subtotal loss=6+8, +11+12 3115 1121
Less external heating 0 0
14
Less transfer
Duct loss
y
10 °/
0
311 10 °/
0
112
15 Total loss = 13+14 3426 1233
16 Int. gains: People @ 300 0 0 0 0
Appl. @ 1200 0 0 1 600
17 Subtot RSH gain=7+8„+12+16 1718 1105
Less external cooling 0 0
18
Less transfer
Duct gain 10°/ 0
172 10°/
0
110
19 Total RSH gain=(17+18)*PLF 1.00 1889 1.00 1215
20 Air required (cfm)
I *"' 01 75 0 48
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
wr g1 7tsOTC Right -Suite Residential- 5.0.64 RSR26015 2002-Feb-26 16:59:55
ACCA E:\Files\morrison\SHEFFIELD\SHEFFIELD.rsr Page
r
RIGHT-J CALCULATION PROCEDURES A, B, C, D
0 Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: EW-195 W/DEN 10-17-96
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
Procedure A - Winter Infiltration HTM Calculation*
1. Winter infiltration AVF
0.80 ach x 18339 ft3 x 0.0167 = 245 cfm
2. Winter infiltration load
1.1 x245 cfm x 32 °F WinterTD = 8625 Btuh
3. Winter infiltration HTM
8625 Btuh / 384 ft2 Total window = 22.5 Btuh/ft2
and door area
Procedure B - Summer Infiltration HTM Calculation
1. Summer infiltration AVF
0.40 ach x 18339 ft3 x 0.0167 = 123 cfm
2. Summer infiltration load
1.1 ` x 123 cfm x 18 °F Summer TD = 2426 Btuh
3. Summer infiltration HTM
2426 Btuh / 384 ft2 Total window = 6.3 Btuh/ft2
and door area
Procedure C - Latent Infiltration Gain
0.68 x 37 gr/lb moist.diff. x 123 cfm = 3063 Btuh
Procedure D - Equipment sizing Loaas
1. Sensible sizing load
Sensible ventilation load
1.1 x 25 cfm vent. x 18 °F Summer TD = 495 Btuh
Sensible load for structure (Line 19) + 29954 Btuh
Sum of ventilation and structure loads = 30449 Btuh
Rating and temperature swing multiplier x 0.98
Equipment sizing load - sensible = 29840 Btuh
2. Latent sizing load
Latent ventilation load
0.68 x 25 cfm vent. x 37 gr/lb moist.diff. = 625 Btuh
Internal loads = 230 Btuh x 4 people + 922 Btuh
Infiltration load from Procedure C + 3063 Btuh
Equipment sizing load - latent = 4610 Btuh
Construction Quality is: a No. of Fireplaces is: 0
Boldlitalic values have been manually overridden
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
wrlghtsoft Right -Suite Residential"' 5.0.64 RSR26015 2002-Feb-26 16:59:55
Ti\iP. E:\Files\morrison\SHEFFIELD\SHEFFIELD.rsr Page 1
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Must have a mImim n cloaronco-of 4 Inches around the air hondler per the State Energy code. AIL duct has an r-6 Ws Wtlon valuo.
ba
ONE BY WOOD
SHIM AS REO'D f BUCK BY OTHERSSEENOTES)
1 1/4' MIN.
INSTALLATION ANCHOR
BUCK WIDTH EMBEDMENT
ONE BY WOOD 3/16• DIA. TAPCON
ACA
SHIM AS REO'D
BUCK BY OTHERS SHOWN
1/4' SHIM (SEE NOTES)
FLANGE
TYPECAULKBETWEENWINDOWCAULKBETWEENWINDOW
FRAMFLANGEhWOODBUCKWOODBUCKhJAMB4CONCRETEMASONRYOPENINGORMASONRYCONCRETEORBYOTHERSOPENING
MASONRY OPENING BY OTHERS
8YOTHERS \
C `INSTALLATION
EXTERIOR d1 1/4' MIN. \ I /3/1C6'OOIA
BINY OTHERS EMBEDMENT Z11 Q TAPCON SHOWN
PEBYCAULK BETWEEN
WOOD BUCK h
MAS'Y OPENING
PERIMETER CAULK 1/4- SHIMBY OTHERS
BY OTHERS /
J///
EKWINDOWBETWEEN EXTERIOR
WINDOWWOODBUCK G FINISH
FLANGE TYPE SECTION 2
BY OTHERS
WINDOW FRAME
HEADER WINDOW
FLAN
WTH.
EXIERIO A B C
WINDOW BUCK
D - E
HEIGHT HEIGHT
K 2
FLANGE TYPE SILL STOOL
VANDOW FRAME BY OTHERS
SILL
WINDOW
HGT. F G
PERIMETER CAULK
BY OTHERS
Cal,,((i dcc,TT[Ft--L
T/
J R
T:}
LD,,A
yy..
O.A...
i(i ANUFkIC G.1LTER 1CL1'iPl:t2 `o
04E NERAL. Al Urt/A7 UM
Af. A glrpR FIT .% A —.1i
COMPARATIVEANALYSISATION CHART CALL
WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE
INCHES CAPACITY IN PSF LOCATIONS SIZE
WIDTH/HOGHT EXTERIOR INTERIOR HEAD JAMBS 12
19 1/1 X 26 99 99 B F,G F,G 13
19 1/a % 38 3/e 70 7B B F.
G 14
19 1/! X 50 5/e 59 1 54B' BF,G 14+
4 19 1/3 X 54 5/e 54 52
B F,G 14+
5 19 1/5 X 55 5/e 52 4545 8 F,G 15
1619 1/e X 83 19
1 X 72 40 40 FG IH2
26 1/2 X 28 61 61 0 F,
G 1H3
28 1/2 X 38 3/e 51- 51 448 BF,G i
26 1/2 X 50 5/ 4 4242 B F,G 1H4+
4+4 26 1/2 % 54 5/3 41
41 B F,G 1
H4+5 26 t/2 % 55 5/0 40
40 B F,C 1H5
1H626 1/2 X 63 26
1 X 72 40 40 R FG. 30X2
30 1/2 X 26 56 56 B F,G 30X3
30 1/2 X 38 3/e 44 44 B F,G F,G 30%4 30 1/2 X 50 e/e 40 40 408 BF,G 3OX4+
4 30 1/7 % 54 5/3 40 4040 B F,G 3OX4+5 30 1/2 X 55 5/e 40
40 B F,G 30X5
30X6 30 1/2 X 63 40
40 FGHI 22
X 28 51 51 B F.G 2J
37 X 38 3/8 40 40 8 F,G 24
37 X 50 5/8 40 40 B F,G 24+
4 37 X 54 eA 40 40 8 F,G F,G 24+5 37 X` 55 5/e 40 40 40B BF,G,H,I 25
2637 X 53 37
X 72 40 4040 B F G H I 4826
48 X 26 46. 45 B F,G F,G 48 }
8 48 X 38 3/3 40 40 40 B BF,G 4850
48 X 50 3/e 40 4040 B F,G,H,I 484+
4 48 X 54 5/6 55
40 40 B F,G,H,I 484+
5 48 X SA 48
X 63 40 40 8 F,G.H,1 4863
4a7248 X 72 40 40 a 32
53 1/e'X 26 45 45 B F,G 33
53 1/6 X 38 3/5 40 40 B F.G 34
53 t/e X 50 5/5 40 40 B F,G•H•1 J4+
4 53 1/e X 54 5/8 40 40 B F.G,H.I 3445
53 1/e X 55 5/e 40 40 B F.G,H.I 35
53 t/e % 6J 4D 40 B F,G.H,I 36
53 1 % 72 40 40 a F C M 1 TE
1)
W 1) WHERE WATER RESISTANCE TEST REQUIREMENT OF ISXTES OF DESIGN LOAD APPLES, POSITIVE IDESIGN QH
I
LOADS HILL DE LIMITED TO RAM
PSF
DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. I
2)
INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE ATE L TAPCON NSATEATLOCATIONSCAULK '
BETWEEN WINDOW FLANGE de
PRECAST SILL WITH VULKEM PRECASR
SILL) 116 ADHESIVE CAULK OR BY
OTHERS APPROVED EQUAL SECTION
1 GENFRA
AII.`_NOTES 1)
SHIM AS REQ'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 LATE( CAULK BEHIND WINDOW FLANGE AT HEAD k JAMBS. SILL MUST BE 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)
CLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM .E1300 GLASS CHAJM.. SINGLE
GLAZING IS SHOWN. INSULATING GLASS IS ALSO OUAUAED. 7)
GENERAL ALUMINUM'S 1440 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE
1540 INSULATING CLASS SINGLE HUNG SERIES. ANCHORS
OF SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4 EMBEDMENT INTO SUBSTRA SHOWN
ON CHART. IK 3) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS 4)
INSTALL /B SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4- MIN. EMBEDMENT INTO WOOD BUCK AT ELEVAT10
1
ALL OTHER VANDRY APPSIZE IS NOT LISTED IN HOLES. t- Iv 5) IF EXACT VANOOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANIITY LISTED 'M1H NEXT VIEWED.
FROM EXTERIOR URGER
SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 1001
W. Omby Rd. • O-WIt 8, TX 75006 • P.O. Box M9022 • WkM TX 75H1 IXureHa
tK3rnPRa . ASSEMBLY
DRAWING SERIES
1440/1540 TDL SINGLE HUNG WINDOW _ r 1XUYM
eY am. eY scut BB
N A j
tarn o•rt or pZ
CiZ DA E S N REM9DN fiY ECn - 10/26/O1 B PREPARED
IIY: PRODUCT TECHNOLOGY CORP.. 250 IRiT2tNA710NAL 1—. SURE 23D. HEATMROM. R-OA 12716 PNONE 407 e0]-o3e:
to f
AI r !
A
CAULK BETA-ccN WOOD —
BUCK & MASONRY
OPENING BY OTHERS
ONE BY WOOD
BUCK BY OTHERS
CA ULK BETWEEN
WINDOW FLANGE
WOOD BUCK.
I
srucc0
BY OTHERS
PERIMETER CAULK
BY OTHERS
GLAZING
WINDOWHEIGHT EXTERIOR
f
I
PERIMETER CAULK
RY OTHERS
PRE -CAST SILL
BY OTHERS
INSTALLATION ANCHC;R
3/16' DIA. TAPCON
BUCK WIDTH 1/4 MAX
SHIM SPACE
SHIM AS RED'D
CONCRETE ORSONRYOPENING
SEE NOTES)
1 - 1-1, EMBED1.IErITeIN.
BY OTHERS
SHIM AS REO'D.
SEE NOTES)
FLANGE TYPE
WINDOW FRAME
Jar.10
Q
C
CAULK BETWEEN
WOOD BUCK &
MAS Y OPENING
Br OTHERS
GLAZING
MIN.
INSTALLATION ANCHOR
EMBEDMENT 3/16 DIA. TAPCON
a
1/O- MAX ONE .BY WOOD.
III' +ir SHIM. SPACE BVCK BY OTHERS
EXTERIOR `
CAULK BETWEEN
PERIMETER CAULK WINDOW FLANGE
BY OTHERS WOOD BUCK
WINDOW WnD iH \
CONCRETE
OR MASONRY
OPENING
FIANCE TYPE
BY OTHERS
WINDOW FRAME SECTION 2 ,TUCD0
I-Va
COMPARATIVE ANALYSIS & TAPCON ANCHOR, LOCATION CHART
WINDOW DESIGN PRESSURE TAPCUtI ANCHOR
SIZE (INCHES) CAPACITY IN PSF LOCATIONS
WIDTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS
12 X EO a0 55 C D.EF.G
12. X 72 40 56 C O.E F,G
16 X 16 40 106 C HI
x 16 40 69 A.B H!
74 X 24 40 55 A,B F,G
2A x 30 40 45 A,B F,C
24 x 336 40 40 A B F,G
24 8 0 40 8 D,E. F,G
X24 60 40 a0 F.B D.E f.G
24 x 72 40 0 B O,EF.G
32 X 48 40 40 A,6 D.EF.G
36 x 224 40 A.B O.EF.G
36 x 8 a00 A.B D.E.F G
336 x 72 400 40 A.B D.E F.G
e x 24 40 40 A.B O.E F,G
48 z 48 0 A.8 0.EF.G
48 X 60 QO0 40 A.8 D.EY.G
64 X 24 40 40 B F,G
72 x 38 40 40 A.B F,G
72 x 60 40 40 A,B D EF.G
73'X 16 40 40 A.B HJ
HEADER By OTHERS -
CENTRAL FLORIDA B.®.A.F.
BUCK WINDOW MANUFACTURER NAME:
HEIGHT WTH
FLANGE TYPE
WINDOW FRAME
SILL
Q
C6NFRrkL f W r1 N//YuM
A C
f N RA NOT MASTER FILE # d
1) SHIM AS REO•D, AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. ALLOWABLE
SHIM STACK TO BE 1/4'. i
D E- 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063.
USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO
THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL.
Z
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 REQUIREMENTS OF ASTM E1300 GLASS CHARTS.
7) WHERE WATER RESISTANCE TEST REOu1REMENT OF 15% OF DESIGN LOAD APPLIES, POSITIVE DESIGN
WINDOW LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST.
H / I 8) IN SI ALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16 DIA.
HGT. TAPCON ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN 1-1/4- EMBEDMENT INTO SUBSTRATE
AT LOCATIONS SHOWN ON CHART.
9) SEE ELEVATION FOR KEY 70 TAPCON LOCATIONS.
10) INSTALL 98 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4' MIN. EMBEDMENT INTO WOOD BUCK
AT ALL OTHER FACTORY APPLIED INSTALLATION HOLES. IF FACTORY APPLIED HC_ES ARE NOT PP.ESUIT.
gS SCREWS SHOULD BE PLACED AT MAX. 6- FROM CORNERS &-I.IA%. 24' D.C.
II) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTI T' LISTED WITH
NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REGO
12) GENERAL 1.50 SERIES PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES 1:- THE 1550 SERIES,
F C
MARBLE SILL STOOL
BY OTHERS
CAULK BETWEEN WINDOW FLANGE
PRECAST SILL PATH VULKEM
116 ADHESIVE CAULK OR
APPROVED EQUAL
SECTION 1
ELEVATION
VIEWED FROM EXTERIOR
DATE SriA REVISION
1001 W. Crosby Rd. • Cartolllon, TX 75006 . P.O. Box 819022.• 0cllas, TX 75381
OAArNG ascAprro.I
INSTALLATION C•=TAIL
SERIES 1450/1550 P_aNGE PIN
BB N/A
r••• ,"
cQ Oat: [•c .••ci'
I. I
SHEATHING
BY OTHERS
6 INSTALATION ANCHOR
SCREW SHOWN (TYP)
EXTERIOR
FINISH
BY OTHERS
PERIMETER CAULK
BY OTHERS
FIN TYPE WINDOW
FRAME HEADER
XT RI R
FIN TYPE —
WINDOWFRAME SILL
CAULK BETWEEN FIN p8 INSTALATION ANCHOR SCREW SHOWN (TYP-)
h SHE ATIN.
SHIM
SEE
AS REGO
WOOD7 %
OTHERS
NOTES)
BY OTHERS
1MIN' EMBEDMENT
FIN TYPE WINDOWFRAME CAULY 'ETWEEN SHE,
G !4 FIN 2
X WOOD JAMB
BY 0..._RS BY
OTHERS 1"
MIN. EMBEDMENT
I
SHIM
AS REOD. SEE
NOTES) SHEATHING
BY
OTHERS WINDOW
WIDTH" EXTERIOR
FINISH BY
OTHERS EXTERIOR
PERIMETER
CAULK BY
OTHERS WINDOW
SECTION 2 HEIGHT
r--
WINDOW WTH.--1 SILL
STOOL BY
OTHERS WINDOW
HGT.
PERIMETER
CAULK ByOTHERS
SHIM A TES)
ES) SEENOM8
SCREW INSTALATION2 X WOOD ANCHOR
SHOWN BY OTHERS TYP.)
CAULK
BETWEEN WINDOW
FIN EXTERIOR -
SHEATHING FINISH
I' MIN. BY
OTHERS EMBEDMENT SHEATHING
SECTION 1 BY
OTHERS ANCHOR (
TYP.) ALLY
SPACE HORS (
TYP.) Q
MANUAZTURER
NAME' o C—
F—RAI fh , l)"'A m — 1T
ASTER FELE # 3 _ --- COMPARATIVE
ANALYSIS & ANCHOR CHART WINDOW
DESIGN PRESSURE NO. OF p8 SCREWS NO. OF 0,090 CIA. NAILS SIZE (
INCHES) CAPACITY IN PSF REO'D. IN FRAME REO'D. IN FRAME WIDTH/
HEIGHT EXTERIOR INTERIOR HEAD SILL 0-CA. JAMB HEAD SILL O EA, JAMB 16
X 30 109 109 2 2 2 2 2 3 16
x 40 83 83 2 2 3 2 2 1 16
x 50 63 63 2 2 1 2 3 16
x 60 2 2 2 I 3 20
X 30 86 86 2 2 2 2 2 3 20
x 40 73 73 2 2 3 2 2 4 20
X 50 59 59 2 2 3 2 2 4 20
X 60 18 48 2 2 3 2 4 28
x 30 57 57 2 2 2 2 28
x 10 52 52 2 2 3 2 2 3 28
X 50 4fi 46 2 2 3 2 2 1 e0
40 2 2 1 2 2 30
X 30 52 52 2 2- 2 2 2 2 30
X 40 49 49 2 2 3 2 2 3 30
X 50 3 43 2 2 3 2 2 1 30
x 60 40 40 2 2 3' 2 2 4 38
X 30 41 41 2 2 38
X 40 10 40 3 3 3 3 3 3 38
x 50 40 10 3 3 3 3 3 4 B
x 0 40 40 3 3 3 3 5 40
a 30 40 40 3 3 2 3 2 40
X 40 40 40 3 3 3 3 3 3 40
x 50 40 40 3 3 3 3 3 1 40
X 4 3 3 3 3 3 5 72
1 4o 1 4 4 4 1 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 h JAMBS. 4)
USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE, 5)
GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING
IS SHOWN, INSULATING CUSS IS ALSO QUALIFIED-' 6)
WHERE WATER RESISTANCE TEST REOUIREMENI OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGN LOADS
WILL BE LIMITED TO 40.0 PSF DUE 10 WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 7)
INSTALLATION: FIN FRAME WINDOW IN WOOD FRAME OPENING "I. TWO BY WOOD STUDS. USING 0.
090 IN, DIA NAILS OR [8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. I' EMBEDMENT INTO SUBSTRATE.
8)
IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH 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. O
O O O O 6' MAX. (TYP.) MAX. (
TYP.) ELEVATION
VIEWED
FROM EXTERIOR TE
STM REy SIGN ID01
W. Crosby Rd. • C—Mon, TX 75006 • P.O. Bo1 819022 • Dollcs, TX 75381 pi.«.
c ascavlroa ASSEMBLY
DRAWING SERIES
1140/1940 TDL SINGLE HUNG WINDOW BB
N/A a
n.11 o.c'—" ay
EcN — 11/05/01 B GEN — OOt3
SHEABY
CAULK BEHIN
EXTERIORFINISH
BY OTHER'
PERIMETER
BY OTHERS
FIN TYPE
WINDOW I
HEA ER
GLAZINCSEENL.__.
EXTERIOR
FIN TYPE
FRAME III
PE RIHEIEI
By OTHER
EXTERIORFINISH
BY OTHER
CAULK BI
S HE ATHIn
BY OTHERS SECTION l
r WINDOW WIDTH' MAXCESHINSPA
2 % Br WOOD
BY OTHC RS SHIM AS REO'D. 2 x v00
BY OTHERS
FIN TYPE WINDOW
48 INSIALLATI N FRAHC JAMB
ANCHOR SCREW
DIN.
SHIM AS REO'D. GLAZING EnBE OnENT
c SEE NOTES)
C
I
MAX. SPACE I \
EXTERIOR
PERIMETER CAULK
By OTHERS
ANCHOR SCREW48INSIALLAW
EXTERIORFINISH CAULK BEHIND FIN
WINDOWHEIGHT
T o
2.1 D.C.
MAX. ITYR.)
o
WINDOW HEIGHT
ILL STOOL
Y OTHERS
HIM AS REO'D.
1/4' MAX,
SHIM SPACE
08 1NSTALLAiION
ANCHOR SC REV
2 X WOOD
BY OTHERS
COMPARATIVE ANALYSIS & ANCHOR CHART
WiNIJUV
DESIGN PRESSURE NO, OF K8 SCREW NO. OF 0,059 DIA. NAILS
SIZEINCHE $) CAPACITY IN PSF REOUIRED IN FRAME REOUIRED IN FRAMC
M OT-HEIGHT EXTERIOR INTERIOR HEAD T. SILL P EA_ JAMB HEAD S SILL B EA. JAMB
20 . 30 40 40 2 2 2 2
20 X a0 40 40 2 3 2 2
20 x 50 40 40 2- 3 2 3
20 . 60 4 2 2 3
30 . 30 400 40 2 2 2
30 . 40 40 40 2 3 2 3
30 x 50 40 40 2 3 2 3
30, 60 a0 40 2 2 4
40 X 30' 40 40 3 2
40 X 40 40 40 3 3 3 3
40 X 50 40 a0 3 3 3 4
40 x b0 a0 4 3 3 5
50 . 30 40 40 3 2 2
50 x 40 40 40 3 3 4 3
50 . 50 40 40 3 3 4 4
So . 60 40 4p 3 3 5
40 ap 4
BY OTHERS CENTEy Ap FL®iUDA B.O.A.F• SECTION 2 SHEATHING
1TA1\IJrA BY OTHERS it ly R NAM:
ClEii>•4G LIir MINU17
IMOW WIDTH WASTER FILE #
NOT[s..
1) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES.
POSITIVE DESIGN LOADS WILL BE LIMITED TO 40.a PSF DUE TO WATER TEST
PRESSURE OF 64 'IF ACHIEVED IN TEST,
2) IN$T ALL ATN' FIN FRAME WINDOW IN v000 FRAME OPENING WITH TWO WOOD
STUDS USING 48 SC RE VS OF SUFFICIENT LENGTH TO PROVIDE MIN, 1' En8 BE DnENT
INTO SUBSTRATE OR 0.099 IN. DIA. NAILS.
3> 1F EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE QUANTITY LISTED
2
WITH NEXT LARGER
STACK
4> SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM
EQUALLY SPACE MAX. ALLOWABLE SHIMin STACK TO BE 1/4'. ANCHORS
IT TP.) 5) VIE DLA FRAME MATERIAL, ALUMINUM ALLOY HEAD, 61USELATEXCAULKFORWINDOWSINATHEAD, SILL L JAMBS. Z)
USE LATEX CAULK fOR PERIMETER $CAL AROUND EXTERIOR OF 0GLAS FLANGE. 8) GLASS THICKNESS MAT VARY PER REOUIRENE NTS OF ASTM [1300 GLASS CHART$. SINGLE
GLAZING IS SHOWN, INSULATING GLASS ALSO OUALIFIED. 9)
GENERAL ALUMINUMS 1100 SERIES PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES
TO 1900 SERIES PICTURE WINDOW. 6'
MAX. (TYP,) 6'
MAX. (TYP.) ELEVATION
Fi
VIEWEDFROMEXTERIOR
I E-
CAULK BETWEEN -
WOOD BUCK L
SO NRI OPENING
BY 1HERS
CAULK BETVEEBWINDOW UCKFLANGELv000BUCKCONCRETE
OR SONRYOPENINGBY
DIME RS EXTERIOR
FINISH — BY
OTHERS PERIMETER
CAULK BY
OTHERS FLANGE
TYPE - WINDOW
FRAME HEADER
WINDOW
EXTERIOR HEIGHT
FLANGE
TYPE — INDOV
FRAME SILL
PERIMETER
CAULK BY
OTHERS ONE
91 WOOD BUCK
BYOTHERS f--
INSTALLATION ANCHOR 3/16' DIA, TAPCON SHIM
NO REO'D cSEEOTES) 1-
1/4' MIN. Q
EMBEDMENT 1/
a' M SHIM
SPACE GLAZING (
IYP. SEE
NOTES) BUCK
EIGHTAS
RED NOTES) BY
WOOD BY
1/
4' MAX. J SHIMSPACEa
a EXTERIOR
FINISH 4 BY
OTHERS d MIN.
CAULKBETWEENWINDOWFLANGE
L WOOD BUCK CMBEDMENT CONCRETE
OR INSTALLATION ANCHOR MASONRY
OPENING 3/16' DIA. 7APCON BY
OTHERS CAULK
BETVEEN WOOD BUCK L MASONRY
OPENING BY OTHERS SECTION
1 NOTES.
1)
SHIM AS REDD. AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIU MAX. ALLOWABLE
SHIM STACK TO BE-1/N' 2)
WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063, 3)
USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD. SILL h JAMBS. A)
USE LATEX CAULK FOR PERIMETEP. SEAL AROUND EXTERIOR OF WINDOW FL+NGE. 5)
GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GL•SS CHARTS. 61
DESIGN PRESSURE CAPACITY DF WINDOW L INSTALLATION IS LIMITED TE 40.0 PSF. 7)
FOR INSTALLATION OF FLANGE FRAME vIMEOWS IN CONCRETE OR MASON:r OPENING. USE 3/
16' DIA. IAPCON TYPE ANCHORS OF SUFFICIENT LENGTH TO PROVIDE YIN, 1-1/4' EMBEDMENT
INTO SUBSTRATE, PLACE ANCHORS 6• MAX. FROM CORNERS L 24' O.C. MAX. BETVEEN.
B)
BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS BUILD
DOWN MUST BE OF SUFFICIENT STRENCTH TO ADEOUATELY TRANS ER LOAD FROM WINDOW
TO THE STRUCTURE. 9>
ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO L'IT USE OF THIS PRODUCT
TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAI
CAN BE MANUFACTURED FROM THE 1450,1550 SERIES DESIGNER FI,FD WINDOW FRAMING
STSTCM, CENTRAL
FLORIDA B.®.A.F. MANUFACTURER
NAM: 4: ,
ER.4L .4[ flN11yprl MASTER
FELE # a2 Ow
HT
WINDOW
WIDTH ELEVATION
VIEWED
FROM EXTERIOR I
17_
7i It_ DA:.- a'vlsloN BUCX
vIBiK I/A• SHIMSPACE SHIM
AS REO'0 1—, MIN. SEE
N07ES) EM3EDMENT FLANGE
TYPE y—
CAULK
BC7WEEN 11
OGV FRAME WOOD BUSK L JAMB
HAS'Y OPENING d
BY OTHERS INSTALLATION
ANCHOR GIAIINGITTP. SEE
WTESI 3/16• DIA. 7APCON ONE
BY WOOD PERIMETER
CAULK BUCK BY iHERS BY
OTHERS CAULK
BETWEEN EXTERIOR
FINISH WINBOV FLANGE BY
07HERS WOOD
BUCK WINDOW
UID7M --, CONCRETE OR MASONRY
OPENING SECTION
2 BY
OTHERS WINDOW
HEIGHT
1 1
2 I
J WINDOW
WIDTH ELEVATION
VIEWED
FROM EXTERIOR. 1001
W. CN,0y Rd. • Car,ollf., TX 75006 • P.O. Bas B19022 • Dollas, TX 75381 p—
K DE sco:rn" INSTALLATION
DRAWING ONE BY BUCK SERIES
1450/1550 DESIGNER PICTURE WINDO'. BB„
1
N/
A P•
TE " 3T
I .EN 3/20/02 BGEN-0^c'7
SHE THING
BY CTHER'.
CAULK B
EXTERIOR F
BY OTHERS
PERIMETERCAULKBYOTHERS
FIN TYPMFRAME E
SE2NO•
i IxILHIU
SEE TES
FIN TYPE FRAME SILL
PERIMETER CAULK J
BY OTHERS /
INSTALLATION J
AHCNOR SCREW (TYP.)
EXTERIOR FINISH
BY C_HERS
CAULK BEHIND FIN -
SHEATHING
BY OTHERS
NOT_
1) CESIGN PRESSURE CAPACITY OF WINDOW h INSTALLATION IS 10.0 PSF,
a') INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO
BY WOOD S"LADS. USING O.C99 IN, CIA NAILS. PLACE 099 NAILS 6- FROM
Bull DOWN CORNERS MAX. h 8' O.0 MAX. BETWEEN.
BY Di-E.R$ 31 FOR INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH
TWO BY W000 STUCS. USING /8 SCREWS OF SUFFICIENT LENGTH TO
PROVIDE MIN. 1 IN, EMBEDMENT INTO SUBSTRATE, PLSCE SCREWS E MAX.
FROM CORNERS k 2A' CC M X. BETWEEN.
SHIM AS REO'D. AD:ACENT TO EACH INSTALLATION ANCHOR WITH LOAD
BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4-,
p8 INSTALLATION 1 WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063.
ANCHOR SCREW (TYP.) E) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD, SILL h JAMBS.
7) USE LATEX CAULK :OR PERIMETER SEAL -.AROUND EXTERIOR OF
WINDOW FLANGE.
8) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300
SHIM Ac REQ'D. GLASS CHARTS.
SEE NOTES 9) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE
ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT
STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE
I/<- MAX.
f''
STRUCTURE.
SHIM SPACE 10) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO
LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS
SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED
FROM. THE-1100/1900 SERIES DESIGNER FIXED PICTURE WINDOW
FRAMING SYSTEM.
CENTRAL- FLORIDA IB. ®. A. F.
MANUFACTURER NAME:
ERjw n 4 (1M11Vt1Ad
MAASTER FME # a2
NDOW WIDTH
HEIGHT
O O
O
O
WINDOW
O //
HEIGHT /
O
Orcr
O O O O
I/<- MAX.
SHIM SPACE
1—
SHIM AS .REOD.
SEE NOTES ELEVATION
VIEWED FROM EXTERIOR
I" MIN, \- 2 X FRAMING
EMBEDMENT BY OTHERS
SECTION 1
2
I.I.. sP,.cE
TWO BY FRAMING
SHIM AS R*
CAULK
HERFINTYPEFRAME
EEDMENT
SHEATING
BY OTHERS
GLAZING (TYP.) BEHIND FIN
SEE NOTES
EXTERIOR FINISH BY OTHERS
EXTERIOR (
B INSTALLATION
ANCHOR SCREW (TYP_}
WINDOWWIDTH
PERIMETER CAULK
BY OTHERS
SECTION 2
WIrHE
ELEVATION
VIEWED FROM EXTERIOR
CAULK BETWEEN WOOD
BUCK & MASONRY
OPENING BY OTHERS
ONE BY WODD
BUCK BY OTHER
CAULK BETWEEN vnNDOw
FLANGE & W000 BUCK
CONCRETE OR
MASONRY OPENING
BY OTHER
EXTERIOR FINISH l
BY OTHER /
PERIMETER CAULK J
BY OTHER
FLANGE TYPE
HE DOER FRAME
WINDOWHEIGHT EXTERIOR
FLANGE TYPE
WINDOW
FRAMESILL
PERIMETER CAULKBYOTHER
ONE BY WOOD
BUCK ST OTHER
INSTALLATION ANCHOR
3/16- 01A. TAPCON
BUCK WIDTH 1 I IN.
EMBEDMENT
SHIM AS REO'D
FLANGE TYPE 1/4-SHIMSPACEMAX. SHIM AS REO'D.
SEE NOTES)
SEE NOTES)
WINDOW FRAME
JAMB QQ CONCRETE OR
MASONRY OPENING
a 1 1/4 MN
8T OTHER
EMBEDMENT
INSTALLATION ANCHOR
3/16- DIA. IAPCON
PERIMETER CAULK Q
BY OTHERS CAULK BETWEEN
WOOD BUCK &
1 4- SHIM" WINDOW WIDTH MASONRY OPENING
SPACE MAX. BY OTHERS
EXTERIOR
CAULK BETWEEN EXTERIOR
WINDOW FLANFINISHGEByOTHER
WOOD BUCK
euCKHEIGHT SECTION 2
ANCHOR (7YP.)
WIN
HE
PRE CAST SILL
Q a
BY OTHERS CAULK BETWEEN WINDOW FLANGE
PRE CAST 'SILL WITH VULKEM
SECTION 1 116 ADHESIVE CAULK OR SCHNEE
MOREHEAD 8500 ADHESIVE SEALANT
NOTES:
DOW
IGHT
wlNDow
1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX.
ALLOWABLE SHIM STACK TO BE 1/,I
21 WINDOW FRAME MATERIAL: ALUM I NUM ALLOY 6063
3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS,SILL MUST BE
ATTACHED 10 THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EOUAL
4) APPLICATION OF VULKIM 116 ADHESIVE CAULK OR SCNEE-MDREHEAO 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 REQUIREMENTS 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 1550 SERIES MODIFIED SLIDER INSULATING GLASS.
8) DRAWING APPLIES TO INSTALLATION OF FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE
3/16" DIA IAPCON ANCHOR OF SUFFICIENT LENGTH TO PROVDE MIN.1-1/4 EMBEDMENT INTO SUBSTRATE
AT LOCATION SHOWN ON CHART.
9) SEE ELEVATIONS FOR KEY TO TAPCON LOCATIONS.
10) INSTALL 88 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4* MIN. EMBEDMENT INTO WOOD BUCK AT ALL
FACTORY APPLIED INSTALLATION HOLES WHERE TAPCONS ARE REO'D.
11) IF EXACT WINDOW SIZE IS NOT L:SlED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT
LARGER SIZE.
COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART
WINDOW SIZES DESIGN PRESSURE TAPCON ANCHOR LOCATION
INCHES) CAPACITY IN PSF REO'D. IN FRAME
WIDTH/HEIGHT EXTERIOR INTERIOR HEAD
H,K
JAMBS
A,G24x1240 - 710
24 x 24 40 67 H,K A,G
24 x 36 40 45 H,K A,G
24 x 48 40 40
85
H,K A,G
36 x 12 40 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
H,K
A,B,F,G
A,G60x124073
60 x 24 40 40 H,K A,G
60 x 36 40 40 H,K A,G
60 x 42 40 40 H,K A,G
60 x 48 40 40 H,K A,B,F,G
60 x 55 40 40 H,K A,B,F,G
72 x 12 40 70 H,K A,G
72 x 24 40 40 H,K A,G
72 x 36 40 40 H,K A,G
72 x 42 40 40 H,K A,B,F,G
72 x 48 40 40 H,K A,B,F,G
72 x 55 40 40 H,K A,B,C.D,F,G
l
CENTRAL FLORIDA B. 0. A. F.
MANUFACTURER NAWIDTH
ELEVATION rE^/Eh tL ,4 rrrl V br
VIEwED FROM EXTERIOR MASTER FILE # O
Ct
AAILAY
1001 W. CI41E1 FA. Ce ffl , TX 75006. P.O. B4t 819022. C41Mt TX 75391
INSTALL A TION DWG. MASONRY W/ ONE BY BUCK
SERIES 1480 MODIFIED HORIZONTAL SLIDER WINOCW
CHKO SCALE
El
as N/A
D3TE
20/02 I GEN0027ME0.1[ 5-N 4t 5a. e•
v..1 ro I•cr) wi-c1[I — 1. ) . - 3.
SHEATHINC
CAULK BETVlEEN FIN
BY OTHER
SHEAT.NG
I MIN
iS SCREW :NSTALATION 'j EMBEDMENT
ANCHOR (TYP.) I 2 % FRAMING
EXTERICA FINISH BY OTHERS
BY OTHERS
PE P, CAULK
CTHE.; BY CiHER SHIM SPACE
FIN iY: E
L"J'.
I AS REO'D
FRAME HEADER
SEE NOTES)
WINDOWHEIGHT
EXT RIOR
IImFIN TYPE00W LFRAMESIL
SILL STOOL
BY OTHER
SHEATHING 2 X FRAMING
r8Y OTHER BY OTHERS
1 CAULK BETWEEN
j
1/4' MA %.+ll
SHEATHING & FIN
SEE NOTE S) D SHIM SPACE
A BY OTHERS
FIN TYPE " I'MIN.
WINDOW FRAME '
EMBEDMENT
JAMB
p8 SCREW
INSTALATION
ANCHOR (TYR.)
WINDOW WIDTH --•a EXTERIOR FINISH
BY OTHERS
XTERIOR PERIMETER CAULK
BY OTHERS
SECTION 2
6"MAX(TYP) —
EOUALLY SPACE
ANCHORS (TYP. I I
II^ 0 HEAD, SILL. —ylJAMBS))
i T-
0
PE RIMEiER CAULK
1/4 MAX.
BY OTHER SHIM SPACE
SHIM AS REO'D
8 SCREW (SEE NOTES)
WINDOW \ \ INST.ALATIDN
ANC -OR (TrP.) HEIGHT
2 % FRAMING
BY OTHERS
x TE R OR Lo O
Y CBr0-HERS CAULK BETWEEN
WINDOW FIN &
S•EA-flNG SHEATHING 0 2
BY C'HER I" MIN. _
EMBEDMENT
SECTION 1
G=',=RA_ NOTES:
ANCHOR (TYP.)
2a" O.C.
1) S-!' AS REC'D. ADJACENT TO EACH INSTALLF_;O\ ANCHOR PATH LOAD MAX .(TYP). I
BEARING SHIM MA x. ALLOWABLE SHIM STACY TO c'. 1/4'.
2) W:.DOW FRAME MATERIAL ALLOY 6063 WINDOW WIGHT
U`__ LATEX CAULK BEHIND WINDOW FIN AT MEAD .SILL & JAMBS.
4) USE LATEX CAULK FOR PERIMETER SEAL ARC':ND EXTERIOR OF WINDOW
FF. iE.
5) G'_-5S THICKNESS MAY VARY PER THE REOUI=.EME\TS OF ASTM E1300 ELEVATIONSI`.CLE GLAZ%\G IS SHOWN. INSULATING GLASS 15 ALSO OUAUFIED.
6; Dom- NC APPLIES TO INSTALLATION OF FIN FRAME 'MN''OW N WOW FRAME OPENING VIEWED FROM EXTERIOR. TWO Br WOOD STUDS USING 099 I OIA NA:-_S : q8 SCREWS OF SUFFICIENT
LE. -.7H TO PRCVIOE MIN. EMBEDMENT I RNTOSUEST_' .
7j IF EtACT WN02W SIZE IS NOT LISTED IN CHA. T, 'SSE ANCHOR OUANTITY LISTED WITH
LARGER S.ZE. -
83 GE\E ;AL ALUM.NUM'S 1150 SERIES HORIZONTAL c_ DrP ,S. SHOWN, THIS PRINT ALSC
S. AF=_ES TO THE 1980 INSULATING CLASS HCRIZO:•AL DER SERIES.
COMPARATIVE ANALYSIS & ANCHOR QUANTITY CHART
WINDOW SIZE DESIGN PRESSURE g'8 SCBEWS REND. 099 IN 'AMS RE1)"
INCHES CAPACITY !N PSF IN FRAME IN =RS
WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH
HEIGHT SILL JAMB 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 x136 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 1 40 2 3 3 5
48 x 12 40 77 3 2 4 2
48 x 24 40 40 3 2 4 2
48 x 36 40 40 3 2 4 3
48 x 42 40 40 3 3 4 3
48 x 48 40 40 3 3 4 4
48 x 55 40 40 3 3 4 5
60 x 12 40 73 3 2 6 2
60 x 24 40 40 3 2 6 2
60 x 36 40 40 3 2 6 3
60 x 42 40 40 3 3 6 3
60 x 48 40 40 3 3 6 4
60 x 55 40 40 3 3 6 5
72 x 12 40 70 4 2 7 2
72 x 24 40 40 4 2 7 2
72 x 36 40 40 4 2 7 3.
72 x 42 40 40 4 3 7 3
72 x 48 40 40 4 3 7 4
72 x 55 40 40 4 3 7 5
i.
Q,11Ty TREaaII(.'r7t1F71.p-3+
iUDA/ B.. O. A. u .
141ANUi'ACY iJl61l'R 1 tTll'F1lE:
1 p,
v ivtL 'S4,4- L!e 4 /vim
w
100, r. D.,17 ca•c4 qiw n 75M.P.D. e4. AI9D21 •Ddb; TC 75391
INSTALLATION DRAWING WOOD FRAME STRUCTU3E
SERIES 1150 /1980 MODIFIED HORIZONTAL SLIDER
DIN
66 N/A
A.LOr wEn
I
OATS
03//02 IJaN UM9En
nEMva
11NGEN-0022
I
I
I
INSTALLATION MULLION
ANCHOR ANCHOR
I
MULLION (
TYP.) BRACKET
ANCHOR
BRACKET — UNTRAL FLOWDA B° 0°
WINDOW
FRAME JAMB
TYP.)
MULLION
DIE NO. 1445
SECTION A- A
v
EXTERIOR ELEVATION
DWG No: GEN-0452
GA 1?
MULLION
II I DIE NO. 1445
II I
II I
II I
II I
II I
INSTALLATION
R FILE #
8 SELF TAPPING
a °
SMS (TYP.) o
SUBSTRATE
SECTION B-B
ANCHOR
TYP.)
SEE NOTES
2 & #3
NOTES:
1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO.
1445, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY
SIDE.
2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16"
DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN.
EMBEDMENT INTO CONCRETE OR MASONRY.
3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10
SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD
FRAMING.
4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT HEAD & SILL.
GENERAL ALUMINUM CORP.
CARROLLTON, TEXAS
TITLE: FIN VERTICAL MULLION INSTALLATION DETAIL
ALUMINUM TUBE MULLION, DIE NO. 1445
AREA: _ _ _ _ DRN: JS
APRVD: — — — — DATE: 3/1 7 /02
WT/FT: — — — SCALE: MATL: — — — — DWG NO: GEN-0452
t .. —
H ALF
PREPARED BY: PRODUCT TECHNOLOGY CORP.. 250 INTERNATIONAL PKWY, HEATHROW. FLORIDA 32746 PHONE 407-805-0365 FAX 407-805-0366
k
GENERAL ALUMINUM CORP.
HORIZONTAL MULLION DESIGN LOAD CAPACITIES
EXTRUDED ALUMINUM TUBE MULLION #1445
WHEN USED FOR MULLING TRANSOM
FLANGE
HORZ.
MULLION
MULL SPAN>
WDW. HGT. V
53.000 61.000 74.000 96.000 106.250
26.000 222 153 92 38 26
38.375 198 135 80 34 23
50.625 190 126 74 31 21
54.625 189 125 72 30 21
55.625 189 125 72 30 20
63.000 189 124 70 29 20
72.000 189 124 70 28 19
NOTES:
CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1445 USED HORIZONTALLY.
CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN.
WINDOW HEIGHTS SHOWN ON'Y" AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS
BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT.
READ MULLION SPAN AND WINDOW HEIGHT IN INCHES.
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF.
PREPARED BY:
PRODUCT & 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
GA 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
407 805-0365 / FAX 407 805-0366 CA020122
FEB.
19, 2002 02-
0217
A rt
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 & APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-03651 FAX 407 805-0366
CA020123
FEB. 19, 2002
02-0217
DWG NO:
NI-0: 51
MULLII
ANCHI
BRACK
WINDOW
FRAME JAMB
TYP.)
STALLATION
VCHOR
YP. )
8 SELF TAPPING
SMS (TYP.)
MULLION
ANCHOR
BRACKET
MULLION
DIE NO. 1446
SECTION A- A o v
v a
a
0
Ci 10C TED ATC' -
MULLION
DIE NO. 1446
INSTALLATION
ANCHOR
TYP.)
SEE NOTES
2 & #3ao
77 L 1 - 7 / R "
LJ
lilAl V ACTU c1ER N 0EXTERIORELEVATION U
NOTES:
MASTER FILE # 5- _ 3
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 A L. U M I 'N U M 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 IN':-:TALLATION DE IAI_
EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446
3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10
r r ^ INTO
AREA: DRN: APRVD: GATE:
SCREWS OF SUFFICIENT L H.. TO ACHIEVE 1-3/8' Mill. EMBEDMENT NT.: WOOD ---- JS ---- 3/1
FRAMING. WT/FT: SCALE: MATL: DWG NO:
HALF ---- GE.
PREPARED BY: PRODUCT TECHNOLOGY CORP.. 250 INTERNATIONAL PKWY• HEATHRO•W. FLORIDA 32746 PHONE 407-805-0365 FAX 407-FG5-0329
SHEATHING
By OTHERS
STUCCO J
OR SIDING
BY OTHERS
PERIMETER
CAULK BY
OTHERS
r
C),4 vDERS _
SLIDING GLASS
DCGP.-FRAME
SILL
SHIM AS RE'O'D
INSTALLAT!CN ANCHOR
SEE NOTES)
R2 SCREW
CAULK BETWEEN
DOCP :LANCE TWO 3Y VOOD
S SHEATHING BY OTHERS
v I I X
cj-
DOOR VIDIH
1 /a• MAX. SHIM SPACE INETALLATICN ANCHER
TWO 3Y VppD:E SCREW
ZEml-
EDMENT
BY OTHERS
TWO IT WOOD
BY OTHERS
SLIDING GLASS
DOOR. FRAME CAULK BETVEEN
STRIJAMS • _
SHEATHINGS
MAX.
SHIM SPACE
I' II
r s
1-1/8' MIN. ZTEMPEREDEMBEDMENT GLASS
TYP.)
SLIDING GLASS
DOOR FRAME
HEAD
PERIMETER
CAULK BY
OTHERS
SECTION B-B
SLIDING GLASS DOOR
HOOK STRIP
SHIM AS REO'D.
SEE NOTES)
INSTALLATION ANCHOR
B8 SCREW
CAULK BETWEEN
DOOR FLANGE
S SHEATHING
L— SHEATHING
BY OTHER TEMPERED GLASS —
STUCCO (TYP.)
CR SIDING
BY OTHERS SLIDING GLASS DOOR
INTERLOCK
SHEATHING
BY OTHERS
STUCCO OR SIDING
BY OTHERS
HOOK STRIP DETAIL
1-I/8, MIN.
EMBEDMENT
NOT, T: 1) DOOR —TERI— ALUMINM ALLOY 6063.
2) " INSTALLATICN SCREWS MUTT BE OF SUFFICIENT LENGTH TO ACHIEVE HUL EHBEDNEnT
DF 1-1/9' INTO WOOD TAPCON TIRE INSTALLATION ACHORS AT SILL MUST BE OF
SUFFICIENT LENGTH TO ACHIEVE MIN. CMBEDMCHT OF 1-1/4' INTO ASO-1 OR CGHCRETC.
3) INSTALLATION ANCHOR CHART CH BACK GF THIS SHEET.
USE S1L I[DNIZ ED ACRYLIC CAUL[ BEHIND D0( FLANGE AT HEAD L JAHBS.
3> USE SIL ICON IZED ACRYLIC CAULK FOR PERINETER SEAL AROUND EXTERIOR OF DOCK,
63 IF EXACT DOOR SI ZC IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH TEXT
LARGER SIZE. FOR THE APPROPRIAT_ DESIGN PRESSURE REG.D.
FOR RDCKET DOOR SIZES USE CLGSEST 31PASS DOORENIHE.
PLACE INSTALLATION ANCMDRS. RN REQUIRE ME HT_
SIZE L CONFIGURATION TO FINISHED
OF AS TM EI) HOGLASS CHARTS.
P
8> GLASS THICKNESS HAT W+R
9) DOOR UNIT IS APPROWED USING TEnPERED GLASS IN SINGLE GLAZED GR INSULATING GLASS
ID) JAMB / SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SE An SEALEP.
I1) SHIM AS REG'D, AT EA SET Ci INSTALLATION ANCHORS X. ALLOWABLE SHIM STACK TO BE 1/-
2) ALL INSTALLPTICF A'4HORS MUST BE MADE OF CORROSIONARESIST+nT wfE].IAL T.
13) WHERE 'X' REPRESENTS MOVING P+NEL AND "D" REPRE SEMIS FIXED PAeEL-APPROVED
CONFIGURA TICHS ARE AS LISTED CH ANC:GR CHART CJ+ BACK OF THIS SHEET
E EXTERIOR E L E V ^ I T \I Is) NOT ALL EC -A'. 'BPTICnT HOOK S ABC 3E ARE SHO—APPLY On THIS DRAWING. ALL AP 1NST+lL+i 1Cn
EM3C DMENT
r SECTION: 'A-P', 'e-3' L HOOIT STRIP 3E TAIL APPLT TO INSTALLATION '(i ALL APPRGWED
1/a' MIN. [DNFtEXTR
J (
2 PANEL DOOR SHOWN IS) FLORIDAIDP EXTRUDERS a S SERIES SLIDING GLASS DOOR ii SHDvN THIS PRINT ALSO APPLIES T7
I
2DD0 SERIES AND SDD SERIES.
LIBERA LLY APPLY J
D
REVI DESCRIPTION DATE I INI FLORIDA
EXTRUDERS
LIBER LL UN DER SILL - - I INI . INC. SANFORD FL.
OR SET SILL IN BED !NS AL ATIC'N ANC:iCR
OF C_,NCRE•E ins DIA. TAPCGN TITLE: SLIDING GLASS DOUR
INSTALLATION WITH =8 SCRE
C I N F-A.
w'S
DP.kNYN BY: --2 I APPROVED BY:
iFEI 20iJ2I T E. !C: :`i lii SC=. LE: Ni: IDWG -'LE SDCc =r TEMPER
D GLASS
CTYP.) DOOR
HEIGHT
D
CONCRETE OR SHIM. AS P,E'C'D _
MASONRY OPENING (SEE NOTES)
eY CTn-RS
CAULK-eETVEEN
DOOR FLAN-_
L VGO: BULK CAULK BETWEEN
PERIMETER
FOOD BUCK t
AULK 5T
MAS'Y. OPENING
OTHERS , BY OTHERS
STUCCD
By eTHEa%
INSTALLATION ANCHOR
CH SCREW (TYP, WHERE —
TAPCONS ARE NOT REO'D.)
SLIDING GLASS
DOOR FRAME
SILL
D
A { ( O
1M p 1
INSTALLATION ANCHOR
3/16' DIA. TAPCON
INSTALLATION ANCHOR
RB SCREW (TYP. 'HERE
ONE BY WOOD
TAPCCN$ ARE NOT RED'D.)
BUCK BY OTHERS
1/4' MIN:
I— EMBEDMENT
1
SLIDING GLASS
DOOR FRAME
I/" MAX.
JAMB
p y SHIM SPACE
SLIDING GLASS
DOOR FRAME
HEAD
TEMPERED
GLASS (TYP.)'
DOORHEIGHT
D
EMBEDMENT
A 1-1/4' MIN.
d o
A
D
D
LIBERALLY APPLY
CAULKING UNDER SILL
OR SET SILL IN BED INSTALLATION ANCHOR
CF CONCRETE 3/16' Di A. TAPCON
SECTION A -A
TEMPERED GLASS
TYP.)
PERIMETER
CAULK BY —
OTHERS
S.G.D. WIDTH
I ^--
I/' MA 1. SHIM $PAC-
1 )/A- MIN.
iEMBEDMENTONEBY WOOD
I BUCK BY OTHERS
CAULK BETWEEN
d WOOD BUCK t
MA$'Y, OPENING
By OTHERS
SHIM AS REOT- -
j (SEE NOTES)
MUST ALLATION ANCHOR
3/16' DIAL TAPCON
Q CAULK BETWEEN
DOOR FLANGE
t WOOD BUCK
CONCRETE OR
MASONRY OPENING
BY OTHERS
CONCRETE OP
MASONRY OPENING
BY OTHERS
INSTALLATION ANCHOR CAULK BETWEEN
3/16' DIA TAPCON WOOD BUCK t
MAS'Y. OPENING
BY OTHERS
SLIDING GLASS DOOR \
a CAULK BETWEEN
HOOK STRIP
HOOK STRIP 6
a
WOOD BUCK
I
1-1/4' MIN. EMBEDMENT Q
I d
T
ME BY WOOD
BUCK BY OTHERS
STUCCO
BY OTHERS
A1 lAAlA 24AMEWAL B.O.A.F.TEMPERE GLASS /
RAB W: (
TYP.)
SECTION B ACq RESLIDING GLASS nooP. ,
o INTERLOCK
MASTER FILEHOOK STRIP DETAIL PIlIES _
I) DOOR MATERIAL- ALUMINUM ALLOY 6063. 2)
TAPCTYPE INSTALLATION ANCHORS MUST BE OF SL FICIENT LENGTH TO ACHIEVC MIN. EMBEDMENT or INTO
MASONRY OR CONCRETE. 31 ALTCRNATE
IAPCOH INSTALLATIO•N,ANCRURS FRONT TO BACK IN ALL FRAME MEMBERS. 4 31
APCON ANCHOR CHART OH BACK OF THIS SHEET. 5) US
SiLICONI ZED ACRYLIC CAULK BEHIND DOOR FLANGE AT MEAD t JAMBS. 6) USE
SILICM12ED ACRYLIC CAULK FOR PERIMETER SC AL AROUND EXTERIOR OF DOOR IF EXACT
DOOR SIZE 12 HOT LISTED IN ANCHOR CHART, USE ANCHOR OUAM1IT1 LISTED WITH MEXY LARGER SIZE.
FGR THE APPROPRIATE DESIGN PRESSURE REO'D. BI FOR
POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE t COMCIGURATION TO FINISHED OPCNING PLACE TAPCONS.
IH FRONT OF NOOK STRIP AS SHOW., I 9) -
GLHA ASS THICKNESS MAYVARYPERREOWREMENTSOFASE1J00GLASSCRTS. 0) ALL FACTORY
APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED WITH 98 SCREVS I or SUFFICIENT
LENGTH TO PROVIDE MHL 5/8' EMBEOMCMT INTO WOOD BUCK. IN DOOR UNIT
IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR IMS-.TI.G GLASS. 12) JAMB / SILL
CORNERS ARE TO BE SCALED WITH A SMALL HINT SEAM SE AL CR. IJ) SHIM AS
RED D. AT CA. SET a INSTALLATION ANCHORS. •a AL LCWA8LE SHIM STACK TO BE 1/A'. IA) ALL INSTALLATION
ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS. IS) .HERE — REPRESENTS
NOVING PANEL AND 'D' REPRESCNTS FI.ED PANEL APPROVED CONFIGUPATIDNS ARE AS
LISTCO ON AMC HOR CHART NR BACK OF THIS SHEET. 61 NOT ALL
CCNFIGURATIOHS LISTED ABOVE ARE SHOWN ON THIS DRAWING. HOVEVCR IHSTALL.71CM EXTERIOR ELEVATION - SECTIONS '
A , '8-1- L HOOK STRIP DCTAIL APPLY TO INSTALLATION OF ALL APPROVED 2 PANEL DOOR
SHOWN CON" I GURPtIDNS.
11 INST ALL.
LINE TAPCON IN EACH PAIR or FACTORY APPLIED INSTALLATION HOLES UNLESS NOTED OTHERWISE ON ANCHOR
CHART. SEE BACK OF THIS SHEET. I., FLORIDA Ea'
Ru DCRS IWO SERIES SLIDING GLASS' DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO ZOOO SERIES AND
500 SERIES. - REVI DESCRIPTION DATE
INI F L [IP
I D A INT.RINC.RS SANFOP.LI FL.
1 I I
TITLE: SLIDING GLASS DOOR INSTALLATION `,I T
H T APC NS 1 I I
I
DRAWN BY:BB I APPEOVED BY: fC L
TAPCON ANCHOR, CHART
NOMINAL DOOR
DOOR QUANTITIES IN HEAD & SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP
SIZE AND SIZE UP TO 46 PSi TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO
CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF
4068 xx, X, XO 48 X 80 3 3 3 4 4 4 3 3 4
506E XX, OX. X 60 X 80 3 3 3 4 4 4 3 4 4
6068 XX, OX, X 72 X 80 4 4 4 4 4 4 3 4 5
6068 xx. x, X 96 x 80 5 5 5 4 4 4 3 4 5
10068 XX. Ox, XO 120 x 80 6 c 7( ) 4 4 4 3 4 5
5080 xx, OX, x0 60 x 96 3 3 3 5 5 5 4 5 6
6080 XX, x, XO 72 X 96 4 4 4 5 5 5 4 I 5 6
8080 xx, Ox, XO 96 X 96 5 5 5 5 5 5 4 6 6
10080 xx x, X0 120 X 96 6 A 7 5 5 5 4 6 6
50100 xx, Ox, X0 60 X 120 3 3 3 6 6 6 5 6 7
60100 XX, x, XO 72 X 120 4 4 4 6 6 6 6 I 7 8
80100 xx. x XO 96 X 120 5 6 6 7 (DI) 6 8 9
9068 x0 109 1/8 x 80 5 5 6 a 4 4 3 4 5
12068 OXO 145 1/8 X 80 7 7 9 02) 4 4 4 3 4 5
15068 OXO 181 1/6 X 80 8 1002) 1 ( 3) 4 a 4 3 4 5
9060 xO 109 1/8 X 96 5. 6 5 5 5 4 6 6
12080 Ox 145 1/8 X 96 7 8 D1 9` 5 > -" 5.=i 515 a 6 6
15080 Ox 181 1/8 X 96 8 5 5 4 6 6
90100 OXO 109 1/8 X 120 5 5 6:;.^.h1 s;: r Dll 6 I 8 10
120100 OXO 145 1/8 X 120 7 6 6 7 (D1) 6 8 10
9068 XXX 106 5/8 X 80 5 5.,...,-- _ 5--. -.. -. 4 4 - 4 3 4 5
12068 XXX 142 5/8 X 80 7 7 . 8 (DI) 4 .
4
4' "; 4 3 4 5I15068XXX1785/8 X 80 8 1 1 4 4 3 4 5
9080 xxx 106 5/8 X 96 5 5 6 5 5 5 4 6 6
12080 XXX 142 5/8 X 96 7 8 (D1) 9 (D2) 5 5 5 4 6 6
15080 XXX 178 5/8 X 96 8 3) 3 5 5 5 4 6 6
90100 xxx lUb 5/8 X 120 5 2 6 6 0 717 6 8I I10oxxx1425/8 X 120 7 na in rn 6 6 6 8 1100
10068 OXXO 119 5/8 X 80 6 6 7 (D1) 4 4 4 3 4
12068 OXX 143 5/8 X 80 7 7 8 (DI) 4 4 4 3 416068OXXO1915/8 X 80 9 10 (61)412 (D3) 4 4 3l) 4lHdXXO15/b X 7b b 6 7 (D1) 5 7 3 4
b12080OXX
Oxxo
I 143 5/8 x 96 7 8 (D1) 9 (D2) 5 5 5 4 616080OXXO1915/8 X 96 9 1 (n3) D5) 5 5 5 4 6
7120100Oxx 143 5/8 X 1201191 9 (D2) I 10 D13) I 6 6I 7 (DllI 6I 8I 10
160100 Oxxd 5/8 X 120 10 (D1) 13 (D4) 16 (D7) 6 6 7 (DI) 6 8 10
10068 xxxx Ili 1/'I X 6 6 4 4 4 J a
12068 XXXX 1141 1/4 X 80 7 17 18 (Dl) 4 4I 4I 3 4I 5
16068 xxxx 189 1/4 X 80 9 (Dll 0 02) 12 (Dv 4 4 4 3 a 5
10060 XXxx 11 1/4 x b 6 7 (DI) 4 6
12080 xxxx - 1141 1/4 x 96 7 18 (D1) 9 D 2) I 5 5 5 I 4 I 6 I 6
soeo XXxx 189 1/4 X 96 9 <Du 4> 3_( s) 5 5 5 c 6 6
100100 xxxx t7 I/4 x 120 6 6 D1) 6 6 D1) 6 8 10
l"c0!00 xxxx 141 !/4 X 120I 7 8 (DOI 0 (D3) 17 6 6I 177 (DI) 6I 8I l0I160100XXXX1891/4 X 120 i0 (Dc) 13 (n5) 15 (D7) 6 6 7 (Di) 8 0
V v WlnorEB
ANCHOR NOTES:
1) IN SOME CASES TAPCONS ARE P.EO'D.
IN BOTH FACTORY APPLIED
INSTALLATION HOLE, 'D1' THRU 'D7'
DESIGNATES IN WHICH SIZE &
CONFIGUP,EATIONS TWO TAPCONS ARE
PEO'D.
2). 'D1' MEANS, INSTALL TWO TAPCONS
IN ONE SET.OF INSTALLATION HOLES.
3) 'D2' MEANS, INSTALL TWO TAPCONS
IN TWO SETS OF INSTALLATION HOLES.
4> 'D3' MEANS, INSTALL TWO TAPCONS
IN THREE SETS OF INSTALLATION HOLES.
5) 'D4' MEANS, INSTALL TWO TAPCONS IN
FOUR SETS OF INSTALLATION HOLES.
6) 'D5' MEANS, INSTALL TWO TAPCONS IN
FIVE.SETS OF INSTALLATION HOLES.
7) 'D6' MEANS, INSTALL SEVEN TAPCONS IN
SIX SETS OF INSTALLATION HOLES.
8) 'D7' MEANS. INSTALL EIGHT TAPCONS
IN SEVEN SETS OF INSTALLATION HOLES.
9) LOCATION OF ADDITIONAL TAPCONS IN
HEAD & SILL SHOULD BE PRIORITIZED
AS FOLLOWS:
A: FIRST ADJACENT "TO INTERLOCK OR
BUTT STILES IN HEAD S 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
NEAR HEAD & SILL CORNERS.
C: LOCATIONS IN JAMBS OTHER THAN
AS LISTED IN A & B.
nn n EXTRUDERSFIORI F-1 INT. INC. SANFORD. FL.
Till-C, SLIDING GLASS DOOR
r
TAPCON G_aSS CHART
n N.• , =x902- CIVjL TS. - -
GA- 6
GENERAL ALUMINUM CORPORATION
VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION, DIE #1446
FLANGE
VERTICAL
S.H. SIZES
WDW. WTH. >
WDW. HGT. V
19.125 26.500 30.500 37.000 48.000 53.125
26.000 758 705 705 705 705 705
38.375 293 243 229 220 219 219
50.625 138 109 101 91 85 85
54.625 108 85 78 70 63 62
55.625 102 80 73 65 59 58
63.000 69 53 48 43 37 36
72.000 45 34 31 27 23 22
CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT 8 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
4 t?
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 407 805-0365 / FAX 407 805-0366 01-1201
DIG Ne: 0EN-0453
SEE NOTES -
2 & #3
D
d
MULLION INSTALLATION
ANCHOR ANCHOR D
BRACKET TYP.)
0
WINDOW D
FRAME SILL 8 SELF TAPPING D
CTYPJ SMS CTYPJ MULLION D
a 1-7/8"
INSTALLATI NANCHORANCHOR
BRACKET v
CTYPJ
a
D
MULLION 1-7/8"
DIE NO, 1447
PR . •, D — SUBSTRATE
v
AC` `R NAME e MULLION a
NCI L U
DIE NO. 1447 D 1-7/8'
WINDOW
FRAME HEAD
pp
t 1ER FILE # 6
v
a
SECTI N B-B
D
v
SECTION A -A NOTES:
1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE N. 1447,
WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS HEAD TO SILL.
STRUCTI N ATTACH MULLI N TO SUBSTRATE WITH 3/16' DIA.
0
2) IN MAS NRY C N ,
CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4' MIN. EMBEDMENT INT
CONCRETE OR MASONRY.
3) IN WOOD FRAME C NSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS
3 OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN.EMBEDMENT INT WOOD FRAMING,
4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT JAMBS.
GENERAL ALUMINUM CORP,
CARROLLTON, TEXAS
Tine, FIN H RIZ NAL MULLION INSTALLATION DETAIL .-
ALUMINUM TUBE MULLION, DIE NO. 1447
EXTERIOR ESE V A T I N el! d'C,
AREA __-- DRw BB
APRVD __-- DATE3/17/O2
ATL VG N
HALF - - y VT/PTi ---- SCALE M --- GEN 0453
PkPARE4 qhV PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKVY., HEALHREN. FLORIDA 32746 PHONE 407-805-0365 fax 407-805-0366
Y 4
4 /q
GENERAL ALUMINUM CORP. FIN
HORIZONTAL MULLION DESIGN LOAD CAPACITIES HORIZ.
EXTRUDED ALUMINUM TUBE MULLION #1447 MULLION
WHEN USED FOR MULLING TRANSOM
MULL SPAN>
WDW. HGT. V
51.000 59.000 72.000 94.000 104.250
25.000 232 157 93 38 26
37.375 206 138 81 33 23
49.625 197 129 74 30 21
53.625 197 128 73 29 20
54.625 197 128 73 n 20
62.000 197 127 71 28 19
71.000 197 127 70 27 18
NOTES:
CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1447 USED HORIZONTALLY.
CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN.
WINDOW HEIGHTS SHOWN ON ' Y' AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS
BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT.
READ MULUON SPAN AND WINDOW HEIGHT IN INCHES.
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF.
PREPARED BY:
PRODUCT & APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-M5 / FAX 407 805-0366
CA020040
12Jan-2002
01-1201
DING, No: 4-0450
MULLII
ANCHI
BRACK
WINDOW
FRAME JAMB
TYP.)
STALLATION
VCHOR
YP. )
II
I II
8 SELF TAPPING I II
SMS (TYP.) I II
I II
II
I
I
IVI VLLI VIN
DIE NO. 1448
SECTION A A
MULLION
ANCHOR
BRACKET
MULLION
DIE NO. 1448
INSTALLATION
ANCHOR
TYP.)
SEE NOTES
2 & #3
EXTERIOR ELEVATION MANUFACTURER NAME °
N07ES: ASTER FILE a3.-,z
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" MI.N. EMBEDMENT INTO WOOD
AREA: - - - - DRN: JS
APRVD - - - - DATE:
SCREWS
FRAMING. WT/FT: __-- SCALE: HALF
MATL:---- DWG NO: GE` -C.
PREPAP.ED BY; PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWY. HEATHROW. FLORIDA 32746 PHONE 407-805-0365 FAX 407-=_.5-CHA
N
GENERAL ALUMINUM CORPORATION
VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION, DIE #1448
FIN
VERTICAL
S.H. SIZES
WDW. WTH. >
WDW. HGT. V
18.000 24.000 30.000 36.000 48.000 53.125
36.000 506 427 390 379 379 379
44.000 319 262 231 215 208 208
48.000 263 213 186 171 160 160
60.000 129 102 87 78 68 66
72.000 72 57 48 42 36 34
CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT & APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-0365 / FAX 407 8054)366
CA020037
JAN. 11, 02
01-1201
GENERAL ALUMINUM CORPORATION
VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION, DIE #1448
1k &?/
FIN
VERTICAL
P.W. SIZES
WDW. WTH. >
WDW. HGT. V
30.000 43.000 56.000 63.000 72.000 88.000
28.000 565 565 565 565 565 565
32.000 380 378 378 378 378 378
38.000 236 226 226 226 226 226
42.000 182 167 167 167 167 167
56.000 72 60 57 57 57 57
60.000 57 47 43 43 43 43
86.000 18 14 12 11 10 10
CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT 8 APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-03651 FAX 407 805-0366
CA020038
JAN. 11, 02
01-1201
I
D T.9Ti9
4 H
TESTED IN ACCWANCE WITH STANDARD BUILDING CODE, CHAPTER 17. TO A POSITIVE
AND NEGATIVE 37.5 PSF. -
2. DASH NLA6EFIS REPRESENT vARIQ)S SECTION I-EIDi75.
3. FOUR SECTION 7• Hia DOOR HIGH DOORS HAVE
FIVE SECTIONS.
4. SECTION HEIGHT OF 20.812. 19.00 ! 16.75 ARE AVAILABLE
AND MAY BE USED IN MOINATION TO ACHIEVE
VARIOUS HEIGHT DOORS.
5. D.60SSI,ENT PAITERN SHOW. OF 14, 50 X 20.375 SHO. AL(ERNATE
P5 ATTU;t OF 12.50 X 43.375 MD 12.50 X 20.375 ANY BE USED.
6.
TCRSICIH SPRINGS SHOWN. EXTENSION SPRINGS AVAILABLE. 7.
USE THIS BRACKET, REF. P/N 405964-0002. ON 8'
HIGH DOORS ONLY. PANEL 8.
WINDOW MAY BE INSTALLED IN THE TOP SECTION OR THE SECTION SECTION
IM.EDIATELY BELOW THE TOP SECTION. 2X
6VAiOD 1 N.6 - 2' " X 4" '
W000 1AIr9 - OR EQUIVALENT VPIN405964-
0001 TRACK
BOLT 5/
16 X
1 3/4'REF LAG SCREW - DETAIL "
E" SCALF-
1/9
WFATHF l OPENING /SIGHT T
VARIES) 8.51Es,
I I
oev4IN;.NE
LTrIT MINA 11• i
4 9.
THE
STRUT
PLACENENT ON LV./CRS CONSTRUCTED WITH 5 OR MORE SECTIONS MJST BE T' InrP CONS
ISTEN7
WITH
THE DOCK SHOWN. THE STRUTS FOR THE ADOIYICNAL INTE 1 T E R FILE A REV J
8 REV
SECTIONS
ARE 10
BE PLACED AS h-NDWN ON THE THIRD SECTION. /-*`pj„M{ ' EV 10. THE
STRUT
PLACD.ENT DIMENSION ON ALL SECTIONS LESS THAN 20. 812-: BE RECUCED BY THE
DIFFERENCE BETWEEN THE ACTUAL SECTION HEIGHT t 20.812'. ® 11. SCREW P/
N 605911-0001 IS A 1/4' CIA X 518" LONG TYPE AB HEX HEAD METAL SCREW 12. POST TO
BE INSTALLED ONLY WHEN HIGH WIND WARNINGS ISSUED. 13. STRUT PLACEMENTS
CAN VARY :J". 14. QNNTITY FOR
LOCKS CAN BE 0, 1, CR'2. _ TRACK 968 END
HINGE
2.093 II
DOO I
II
VIEW "D-
b-
2 • TRACK I -
9 TH( (
VERTICAL)
int=26tl SECTION "C-C"
2• X 6•
WOOD JAL13 21 x 4•
w000 JAJ.g "D" SCALE: 1/2 OR EQUIVALENT. IZOJTAL
de CC4,.
NT
EREULLANCE LANCE I R. OPTIONAL
SPLICE IN
HORIZONTAL TRACK AT
407605-0004 TOP OF RADIUS
TYP 2 PLCS 404828-000-0003
D" -. TYP2
PLCS 046450-0003 So
TYP 2
PLCS
400650-0001 HS-
1 TYP
3 PLACES2 FIXTURE OPTIONAL
WINDOW
DETAILIA
SCALE:3/32
400650-0004 SPRING
ANCHOR SHAFT TOP ONLY
F
BRACKET L- - DETAIL "F"
SCALE:
1/4
III$ WIDE) CENTER
STILE P/
N 4.8.80-0004,5.E a2 3 PLCS) 407603-0001 9
PLCS) 5.
00- 36.
00 E-B- B. .
Q. T L4. -
C.
STANDARD TRACK DETAIL
FOR 16' 405771-0001 P/N 409327-0001 404825-0003 SCALE:
1/16' -
1• 16-0' MAX. WIDTH SCALE: 1/18"-
1- SERIES 280 TFRLI
289 ARE EQUIVALENT Cl.YNSTRILCTION 25CA STEEL INTERIOR ELEVATION SERIES 180 ARESMCPWrRL.CT1CN AS SERIES 280 ONLY 24CA STEEL AIID EPV CAPS `'
I^I DOOR
TESTED WAS281SERIES. Ou NIgTH CENTER STILE
ETD STILE ROl 9T FT STRUTS/SECT. ROLLER INERT(T H4RDWARE EDOOR J
FOADT)_ 16' 3
SINGLE
I YES FHSI 049 100 STD. wse roAs, roerwesa
I,sps4.l,a a sns aws s4x1 ,sc ,40011+
a W omr mvawr,a, aw ro n
wm Is m+mrz rr •`• • r":1iw eaR4ars. ro ww
AsmWq nwm e... ro rT rl
t Ia1RUtm P Ifm N rvAnlR wwsae na®,om.
nsax r,[ a10 wa)av awe
omr msa.na.,a.o ..ter A' LER SEE
NOTE
4
401199-0001 TYP
2 PLCS
404828-0003 TYP
2 PLCS
j --1 7/
8' TlHK. SECTION SCALE: 114
w
v "F"
06,
1601-0000
Iq DESIGNLOAD 21 25
PSF- + 86®
17.-
0• SHOWN,
TrST LOAD 37.5
PSFMAX. NEI
GHT.57® t !1 12"
14
405771-0002 - '+-
104828-0003 -
AAO a+,
s[ out
SERI
ES '
280 ItTm0
rw M. TOIN L$ 01/13/98 REST STTL OR 16-'-Q" AIAX o4ms sr. WIDTH. 1411D11N0'
N/A DA1/ID
FA 02/19/98 a,v.. o- 409335 r s rrr. wma: EAOH DAVI1 FAN I
02/19/98 +ads.
Rt1
vamia
0575
D-IOR
1 3/4'
W/
4-5/16 X
1 3/v o
LAG SCREW
6.04
o
00--n{
P/N 409128-0001 PLATE,HASP
1
I2 T/16
106 1W.
O O
070 MIN
P/N 401199-0001. TOP FIXTLRE
ATTACH TO DOOR WITH
4 SCREWS P/N 605911-0001
2 1 1 /32' }-----
091 MIN-1—I N
0
to- 3 9/16'J.-
2 7/16'
P/N 405771-XXXX BOT. FIXTURE
FOR 180/280/2901390 SERIES
ATTAO4 TO DOOR WITH
3 SCREWS P/N 605911-0001
LENGTH DOOR WIDTH - 1'y
1 7/8
5j//8 MIN THc
PM 400650-XXXX, ROLLED HS-X STRUT
PART N-MBERIMINJI-Xi STRUT
400650-0001 .030 1 HS-1
400650-0004 .020 HS-0
0 0 0 21 -ROW
O
O J
4 5/8'
O O O
I
j.---3' --n{
P/N.061601-0000, SLIDE LOCK ASSY
0575REF. 2 9/32
070 MIN
1•
0 7—
000
3/4• L—1 1/8-1 1 3/P--j--n{
TL 0 I I I
3 3/16
C STRUT - 2 9/32 _
0 0 _ o o •H• F- o o I t/2• H o Q 2 3/6'
OOO A MIN I j
O -
i
1 ° 6.00 7/16 Eo 0 .708 MIN—}- 108 MIN
3 3/16 O P/N 405954 k 046450. BRACKET. SCAB P/N 405964-0002, BRACKET, SCAB JOINTI
j
PM 407603-0001, CENTER HINGE o ,
0 o STEEL DOORS PART. MA6ER 't'
ATTACH TO DOOR WITH P/N 407605-XXXX, END. HINGE 405964-0001 3-t14
4 SCREWS P/N 605911-0001 RESID. STEEL DOGS O46450-0003 4' L-5.00---
PY T NI.eER 'hr
PM 409331-0001 PLATE.- FLOOR 407605-0002 .85 SCAB BRACKET DETAILS
w7w5-0003 1.10
4 58
2.765...4I .156 DIA 4071105-0004 1.35
DOOR I 4o7ws-oaos 1. w T—((((('1 7-r ('
F,,. r r f ?.` I, r p F f"X. SECTION - .0 ATTACH TO DOOR WITH 1.80
V .
w t L L•et.s . Kohl. Ira
I I
4 SCREWS P/N 605911-0001 i—
POST F-3.00- { .375 DIA -4 --.44 .44v -
P/N 404828-0003 ROLLER ASSY, TR-1
ram -
P/N 608069-0001 PIN TR-1 ROLLER LOAD: 50 LBS. MAX.
GTRI IT
I
7- HIGHDOOR
IZ
i— I— POS ASSY
SHOWING FLOOR
PLATE
PM 409326-X)= POST ASSY, VERTICAL
LATE
1.25
187
3-.25 1 2.50-1 REF
T—
I 1
0
O
4.00 p.\ 25 I p
JI_
375 DIA
4 HOLES
PM 468679-0001 LINK P/N 408876-0001 SLPPORT
1mYlOR - A M ..f h bol
f1fIIV'Of OaYI fOtOYg1 . ,p4 204xtw s a k owes¢ Mrff YPIu1M
MAC RfIC00 Ml. M
WIOI= Wm 0 N Ntf/I011[ . w.
Me om® asot n gvtt>r latff4ro. s a.etfie m'P'tT tww w .r. tmll
Mf flQf Y M !f(. 40B794-
0001.2.3 TER STILE STD
O4 180 SERIES / P/N 408680-0004,5,E N07..
RE0'D ON..280 SERIES-.. 1105911-
0001 OR 105879-000l(SELF-DRILLING)
SECTION -G-G- STEEL
StRi1TS 416' WIDE
DOORS) - ._ O..
i
i
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Premdor Entry Systems
911 E. Jeferson, P.O. Box 76
Pittsburgh ,KS 66762
MIANII-DADS COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO-DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLOMDA 33130.I563
305) 375-2901 FAX (305) 375-290S
CONTIL• CTOR LICENSING SICCI'IO\
305) 375-2527 FAX (305) 375.2551,
CON'1'1L•\CI'Olt F.NFOItCE:\ILN'I' DIVISIO.N
305) 375.2966 FAX (305) 375.2908
PItoDUCr CO\1'ROL DIVISION
305) 375-2902 F.A-K (305) t 72.6339
Your application for Notice of Acceptance (NOA) of:
Entergy 6-8 S/E Inswing Glazed Double w/sidelites Residential Insulated Steel Door
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this
product 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.
The expense of such testing will be incurred by the manufacturer.
ACCEPTANCE NO.: 01-0314.17
EXPIRES: 04/02/2006 R.11.11 xocirlgucz
Chicf Product Control Division
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW CONIiNIITTEE
This application for Product Approval has been reviewed by the BCCO and approved by the Buildin;
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
Miami -Dade County
APPROVED: 06/05/2001 BUIlding Codc Compliance Officc
s0450001\pc2000\\templates\notice acceptance cover page.dot
PRODUCT PERF RmncE DATA QUM
IL
METAL -EDGE STEEL000n in wooD pme
PRODUCT CERTIPICRTIOn SHEET 01-0-2, i d 6)AISW
Valid for the following side -hinged door arrangements (Sheet 1 of 2):
131.11ZEDnoons - Gv, nOMIflflL HEIGHT.
RE
Single Door with Sidelite
on Hinge side
FR
0
0
Single Door with Sidelite
an Strike side
N3 i Mi.
WzS. is e rri
MI -A
0
Single Door with 2 Sidelites Double Doors
DOOR STYLES - 114 GLRSS:
0000 130 EME
100 Series 133, 135 Series 136 Series 680 Series 822 Series
112 GLBSS:
m-34,
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_WD_GLZ-1
Enterprv-
En" Sy5tcm5 4_1
our co" WcQrW CO Pfcdud imam *M rNkil sPrAlliom dap W two" daW wbita to Owl MiUTA noun...
mill,
CODE
1111111111,1211
PRODUCT CERTIPICRTIOn SHEET
Valid for the following side -hinged door arrangements (Sheet 2 of 2):
314 GLRSS:
Ig1T1
uu
404 Series 410 Series 450 Series
FULL GLRSS:
t
wr.
109 Series 114, 120, 122 Series 152 Series 149 Series 300 Series
SIELITE STYLES:
u yy
Nx
680 Series 129 Series 200 Series 12R, 12L, 2313, 450 Series 152 Series 149 Series
23L,24R,24L
Series
UP tSo`S --Sp,s IMPACT No MULTI_ME_STL_WD_GLZ-2
Entergy-
Entry Systems ro
OY/ lOnMMinn NMna M ft av
Premdor Entry Systems ACCEPTANCE No.: 01-0314.17
APPROVED JUN O 5 ?OCt
EXPIRES April 02, 2006
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
L 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-I, 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 Section 2 of this Notice of
Acceptance, clearly marked to show the components selected for the proposed installation.
6.1.3 Any other documents required by the Building Official or the South ida Building Code
SFBC) in order to properly evaluate the instal 'on Qf this syst
Man el Perez, P.E. Product n of Examiner
Prod ontrol Division
J
J
Premdor Entry Systems ACCEPTANCE No.: 01-0314.17
APPROVED JUN 0 5 2001
EXPIRES April 02, 2006
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
1. 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 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 I, 2 and this last page 3.
END OF THIS ACCEP NC
Manuc crc , P.E., Product Co Examiner
Prod uc ontroI Division
7
PRODUCT PERPORMRnc6 D HURRICANE CODE $
METRL-EDGE STEEL DOORinWOOD PRRME
PRODUCT CERTII`ICATIon SHEET
Valid for the following side -hinged door arrangements (Sheet 1 of 2):
GLRZED DOORS - 6'8" nOMInRL HEIGHT:
O
O
Single Door with Sidelite
on Hinge side
M
Single Door with Sidelite
on Strike side
x yam:
0
O f.
C ;; Srt L:Y rLY LN
Single Door with 2 Sidelites Double Doors
DOOR STYLES -114 GLRSS:
Y BOB
100 Series 133, 135 Series 136 Series 680 Series 822 Series
112 GLRSS:
r `
Sbry L -
r'.
f ' f1 y,S. C, 1"...
k } 5
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
J I MULTI_ME_STL_WD_GLZ-1
t
ntergy- Entry Systems
Our dlmkwing propnm or product snpr Morel makes specik alon; design and grow detail subita to cMnge wiM police.
j
PRODUCT PERPOR.mRncE ORTR
METRL-EDGE STEEL DOOR inWOOD PRBME
PRODUCT CERTIPICRTIan SHEET.
Valid for the following side -hinged door arrangements (Sheet 2 of 2):
SM GLASS:
als
all 130
404 Series 410 Series 450 Series
FULL GLASS:
MIN R.
109 Series 114, 120, 122 Series 152 Series 149 Series 300 Series
SIELITE STYLES:
W
680 Series 129 Series 200 Series 1 2R, 12L, 23R, 450 Series 152 Series 149 Series
23L,24R,24L
Series
IIP+S0 I E SC), !T IMPRCT F-MULTI ME-STL-WD-GLZ-2
EntergyEntrySystems
our 1:01,00,1* Provam 01 Pro" knolove'"e"I MINUS swificatiolts. onion V4 ~ dew subim to chwq, !!ithoul notice.
M,IAMIDADE NI IA NMI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO-[)ADE FLAGLER BUILDING
140 WEST I'LAGLER STREET, SUITE 160
MIAMI, FLORIDA 33130-1563
PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375-290 1 FAX (305)375-2903
Premdor Entry Systems CONTIUCITOR LICENSING SI•:rrwN
911 E. Jeferson, P.O. Box 76 (305)375-2527 I.AX(30s)375-2558
Pittsburgh ,KS 66762 CONTRACTOR EN FORCE.N I ENTDIVISION
3os) 375-2966 FAX (305) 375-2901%'
1'I(ODUCI, CONTROL DIVISION
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 3 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this
product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the
use of such product or material immediately.. BCCO reserves the right to revoke this approval, if it is
determined by BCCO that this product or material fails to meet the requirements of the South Florida
Building Code.
The expense of such testing will be incurred by the manufacturer.
ACCEPTANCE NO.: 01-0314.20
EXPIRES: 04/02/2006 Raul I<oarlgucz
ChleF Product Control Division
THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE S PRODUCT REVIEW COMiNlITTEE
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.
g(F - d
Francisco J. Quintana, R.A.
Director
Miami -Dade Cunty
APPROVED: 06/05/2001 BLI11ding Codc Compliance Office
s0450001\pc2000\\templates\notice acceptance cover page.dot
M
Premdor Entry Systems ACCEPTANCE No.: 01-0314.20
APPROVED JUN 05 2001
EXPIRES April 02, 2006
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
I. 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-ENI-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 01/1 1/00, 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 copies of the following:
6.1.1 This Notice of Acceptance
6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of
Acceptance, clearly marked to show the components selected for the proposed installation.
6.1.3 Any other documents required by the Building Official or the South orida Building Code
SFBC) in order to properly evaluate the install, ion ofthis systc Man
I Perez, P.E. Product o trol Examiner Prod
Control Division
Premdor Entry Systems ACCEPTANCE No.: 014314.20
APPROVED JUN 0 5 2001
EXPIRES April 02, 2006
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
1. 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 1, 2 and this last page 3.
END OFTHIS ACCEPTANCE
tvlariU4 Perez, P.E., Product Co o Examiner
Produ 6ntrol Division
PREMDOR (ENTERGY BRAND) DOUBLE DOOR
WITH SIDELITES W/ 1/8" GLASS - IN A
WOOD FRAME W/BUMPER THRESHOLD (OUTSWING)
146 1/2'
MAX
37 1/4' 37 1/4'
MAX MAX
MAX
1/2' X 2' LONG STAPLES MAX 5' MAX MAX
SEE NOTE 5 MAX 4' MAX 5' MAX MAX
15' O,C. Is' D.C. S' O.C. 15' O.C. I5' O.C. 15' O.C. 15' O.C. 15' O.C.
MAX MAX MAX MAX MAX MAX MAX MAX MAX
B C
17 I/ ' MAX
O.C. SPACINGG
1
17 1/ ' MAX
O.C. SPACING
17 I/ ' MAX
O.C. SPACING
17 1/ MAX
O.C. SPACING
p10 + I ICA MINIMUM CNBPCI JAIZ) PCR N2' I SILL, (5) PCR JAMB MAXC--
I
ALTERNATE- 3/16' PEN TAPCONS ,• 15' O.C. 15' O.C. 15, O.C. 15' O.C. IS' O.C 15' O.C. 15' O.C. 15' O.C.
1 I/Z' MINIMUM EMBEDMENT MAX MAX MAX MAX MAX MAX X MAX MAX
o_— 4' MAX 5' MAX MAX
O
S' MAX K.
MAX MAX
E10 K 1 1/2' MINIMUM EMBEDMENT
U2) PER HI l SILL. (5) P(R JAMB'
AL IERNATC 3/16' PFH TAPCONS
1 1/2' MINIMUM CHBCDMCNT
XIO01 X 2' F.H.V.S. IN EACH INSIDE JAMB
Dl ,SI nlLE j
10, D.E..7// M
AC'H,
I ] 16'
w6,0i ,n o, ani
0rM slotsi_._._._.
1._.
43 I /16' MODEL 660 SCAICS
j — j
18' O.C.
TOP Of DOOR
TO OF LOCK
OR ML1) 0(,0100
Moou Bza
22' x 64' i
KVIK SET LOCKSCT
MAX DLO
MOOCL LOC L SCPICS0MCL100iOCKSETMoonIo0
j 1I
IB' O.C.
I
I
II
I
O.C. IB OC
I
i
j
ii
ii6' AX
ATTACH ASTRAGAL THROW BOLT 48 x I' LONG
STRIKE PLATE TO THE HEADER IN ALL REMAINING
AND THRESHOLD WITH 410 x 1 3/4' HOLES
FLATHEAD SCREWS
NOTES:
1.) WOOD BUCKS BY OTHERS, MUST BE ANCHORED
48 x 1 3/4" LONG
PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.
FLATHEAD SCREWS
2.) THE PRECEDING DRAWINGS ARE INTENDED TO
QUALIFY THE FOLLOWING INSTALLATIONS.
A. WOOD FRAME CONSTRUCTION WHERE DOOR
SYSTEM IS ANCHORED TO A MINIMUM TWO BY WOOD
OPENING, ASTRAGAL
9, MASONRY OR CONCRETE CONSTRUCTION WHERE
DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY
STRUCTURAL WOOD BUCK.
F, MASONRY OR CONCRETE CONSTRUCTION WHERE
ODOR SYSTEM IS ANCHORED DIRECTLY TO CONCRETE
OR MASONRY WITH OR WITHOUT A NON-STRUCTURAL
ONE BY WOOD BUCK.
ILL ANCHORING SCREWS TO BE 410 WITH
UM 1 1/2' EMBEDMENT INTO WOOD SUBSTRATE
60, 11/16'
MAX
I/2' M 2' TONG STAPLES
SEC MOTs S
R.H. OUTSWING L,H. OUTSWING
DESIGN U A N
WHERE WATER INFILTRATION
REOUIREMENT IS NEEDEO i
WHERE WATER INFILTRATION
REQUIREMENT IS NOT NEEDED
Positive 50. f
N iv PISfTAV x F APPROVED
A5 Curb L I (W' Vr; I rs T'M SOUTH
FL•QFJQII BdIL DING CODE BY
GU/J
IJ,(V O(
1
J Oi PRODI
T C NTROL DIVISION BUIL
CODE COMPLIANCE 0 ICE ACCEPTANCE
NO, 01. 0314. z o LL.
9/16' PFH TAPCONS WITH 1 1/2' MINIMUM EMBEDMENT r 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 COUNTY MODIFICATIONS )//00 JO 6.
LATEX SEALANT TO BE APPLIED AT SIDE BY SIDE LIMN& LKISS W110, FRAC TLC ' #91 PA (OPTIONS) 9 as JAMBS
AND SIDELITES, [XIMIONS DIESS ICICO, S11 CDR. IEL'S Ap ADD OTHER DOOR CONFIGURATIONS zn891 7.
DOOR/SIDELITE HEADER, DOOR/SIDELITE JAMBS, AND SIDELITE BASE PARTNAq; EAgXIDM[l EDZ)).=.(OD VRIRUIIES OA(
BT CORNERS
ARE COPED AND BUTT JOINED. GIZ By m - - XA r SCAL : N.T S. 8.
INHIIBITIVE
PRIMER PAS SHALLBEINTPWITHEADRYHFILMATICKNESSDOFOBOXYO ;2 MIL. PREMDOR ENTRY SYSTEMS 31-1028-EM-O 9.
FRAMES SHALL BE PRE -PAINTED WITH AN ACRYLIC LATEX WATER -BASED/ "' E. JEFFERSEW SHEET 1 OF 6 VATER-
REDUCIBLE WHITE PRIMER WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. PHISBL%,
XS 66762 REVISI[
N LEII[R c
1 4 9/16-
1/4•
SHIM MAX
GLAZING DETAIL
SHERVIN WILLIAMS 850A
EXTERIOR GRADE LATEX CAULK
EXTERIOR
INTERIOR
112'
GLASS BITE
v 8• TEMPERED GLASS
EXTERIOR
Uu1Jwllvu
111 1/4'
MAX
o
Xx
OTHER CONFIGURATIONS
MAX
111 t/a• I _ 74
MAX MAX ^il
XX
74
I
JI 743/a• MAX
I"
MAX I MAX MAX
37 1/2' MAX
xo
aX all 3/
4• APPROVED
AS COMPLYING WITH THE D ADDED PAGE 5 (DOOR OP(IDNS) -t-To SOUT&
CTROL
LDI
LIMIT&
1K[SS gl[0. TVC QC AtC ADD SCREVS TD LITE FRAMS L 5," [
T(d61D& ul[4101[I. sit IDY 1D.S A ADDOTHER DOOR C(]?fj0 RATj0NSD TlIfgvisI06DN[DYPRODDIVISIOtI
PREMD R ENTRY SYSTEMS 31-1028—EM-0 BUILDING
CODE COMPLIANCE OFFICE Ai
L N[ $HEFT
2 OF 6 PIIISiRL, Q (£162 ACCEPTANCE
NO.OT_ 0 31 Y. 20 , • B41(
DM 1(II(F F'
I
80
1/4' SHIM MAX
F-3/4'
SECTIGN B-B
2 BY WOOD BUCK
64"
MAX DLO
1 3/4"
4 9/16"
INTERIOR
1 1/4"
MATERIALS LIST
ITEM NO. DESCRIPTION PART NUMBER COMMENTS
01 WOOD HEAD JAMB EM-14 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
Q COMPRESSION WEATHERSTRIP EM- 5 LOCKSCRE N BRAND LOXSEAL 9650 (BRONZE)
30 ALUMINUM ASTRAGAL M-t PREMDOR BRAND OR EQUIVALENT- 5/8' ALUMINUM ASTRAGAL
ALUMINUM -BUMPER THRESHOLD EM-15 PREMDOR BRAND OR EQUIVALENT - 11/4' x 4 9/16'
50 TOP CHANNEL EM-08 PREMDOR BRAND - 1 11/16' - 20 GA STEEL
STEEL SKIN 26 gi C017 sL04 -000) miix'THICIo[ARP TENSn PSI
ST Zp[RI IS F'
O Pot YURETHANE FOAM CORE BASF FOAM - DENSITY 2-0 TO 2.5 1b5./Ft'
BOTTOM CHANNEL EM-07 PREMDOR BRAND - 1 11/16' - 20 GA STEEL
WOOD LOCK BLOCK EM-09 4' X 9 1/2' MTL. TO BE PINE OR EQUIVALENT
1D STRIKE STILE EM-06 PREMDOR BRAND - 1 II/16' - 20 GA STEEL
Il 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 FM-13 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
15 410-24 x 1/2' F.H.M.S. 4) SCREWS PER HINGE INTO DOOR
16 N10 X 2" F.H.W.S. 5) SCREVS THROUGH HINGE JAMB INTO SIDELITC JAMB, 8' DOVN FROM TOP,
MAX 18' U.C. THEREAFTER
11) SCREVS THROUGH STRIKE JAMB INTO SIDELITE JAMB, V DOVN FROM TOP
MAX 8' O.C. THEREAFTER
6) SCREVS THROUGH EACH SIDELITE JAMB INTO SIDELITE, 4' DOVN FROM
TOP, MAX 15. O.C. THEREAFTER
17 nD FxFH V/MINI V I 1/2 EMBI/,- E OR3/16' PFH TAPCDNS V/MINIMTM I I/2' EMBEDMEMi REFER TO ELEVATION VIEV, FOR u OF SCREVS USED AND LOCATIONS
18 410 X 3/4' F.H.W.S. 2) SCREVS PER HINGE INTO JAMB
19 48 x 2" F.H.W.S. 2) SCREVS AT EACH STRIKE PLATE
0 LOCKSET IKWIKSET BRAND 200 LOCK OR HARLOC BRAND 100 LOCK
0 410 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
CLEAR TEMPERED GLASS
SIDELITE TRIM (WOOD) EM-20 5/16 x 1/2' MTL. TO BE PINE OR EQUIVALENT
WOOD CASING EM-21 FOR SIDEMTL. TOBYSIDEBE PINE ORJAMBS" AS MULLIONS
NT - ITEMS ARE MOLDINGS USE[
WOOD SIDELITE HEAD JAMB EM-22 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
WOOD SIDELITE BASE EM-23 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
POLYPROPYLENE LITE FRAME DC-1643, ODL-2 HP Polypropylene by ODL
6 X 1 1/2' PAN HEAD SCREWS
SPACING TO BE 3' IN FROM EACH CORNER AND NOT18PERFRAMETOtOEXCEED14' OC THERE AFTER.
SIDELITE STILES EM-26 15/16' X 1 I1/16' MTL. TO BE PINE OR EQUIVALENT
n PIN NAIL 3/4' LONG NAIL. 4' IN FROM END, MAX 8' D.C. THERAFIER, USED ON MULLIONS AND TRIM
DOW SILICONE #995
LIMITS UNLESS NOTED, FRAIL DEC. ANG B I DADE COUNTY MODIFICATIONS
EXTRUSIONS: UNLESS NOTED, STD. EDM'L. TOL'S. I A hDDED PAGE 5 (DOOR OPTIONS)
APPROVED AS CO'APLYING PATH THE nA ll L' IN1111hT I R ( - )
SOUTH F44,1pAffIN COCE DR. BY R. DATE - - MAi'L SCALE:
DA JJllfnl oe PREMDUR ENTRY SYSTEMS 31-1028-EM-O
eY 911 E. JEFFERSON
PRODU CO ROL DIVISICN PITTSBURG, KS. 66762
All SHEET 3 OF 6
EULP.IN CODE, 1ANCEOFFICE
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2 OF 6
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LIMITS: UNLESS NOTED, FRAC. ' DEC. ANf,.
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APPROVED AS COMPLYING WITH THE
SOUTH FL BUILDING CODE DR. BY R. DATE -
E .IP 0 5 -' PREMDOR ENTRY SYSTEMSCY
911 E. JEFFERSON
PROD T NTRCL DIVISION
PITTSBURG, KS. 66762
BUILDING CODE CO3MP' 'OFFICE
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DADE COUNTY MODIFICATIONS
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1-1028-EM-0
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COt.1PUA 'CE OFFICE PITI$9lRG, KS 66162 T ;CE No
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