HomeMy WebLinkAbout198 Venetian Bay Cir (2)PERMIT ADDRESS
CONTRACTOR _
ADDRESS
PHONE NUMBER
Morrison Homes
151 Southhall Ln #200
Maitland, FL 32751
407-257-6940
CRC 041929
PROPERTY OWNER
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOP.
PERK UT NUMBER
MISCELLANEOUS CONTRACTOR
FEE
PERK UT NUMBER FEE
SUBDIVISION 1
PERMIT # 04'" DATE v4 I
PERMIT DESCRIPTION S'f R
PERMIT VALUATION t QLNb
SQUARE FOOTAGE V"D
0
14 41i[L9,
wo...9.
City o.,f'Sanford
Certificate of Occupancy
This is to certify that the building located at 198 Venetian Bay Cir for which permit number
04-698 was issued 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:
F. Ortiz 05/07/04
Engineering:
D. Sweet 04/07/04
Public Works:
R. Buckner 05/10/04
Utilities:
R. Blake 05/11/04
Fire Department:
N/A
Zoning:
N/A
Morrison Homes
Property Owner
Q )-VA 05/ 19/04
Building Official Date
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
SINGLE FAMILY RESIDENCE****
DATE: 5/6/04 -°
PERMIT #: 04-698
ADDRESS: 198 VENETIAN BAY CIRCLE
VENETIAN BAY
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.
ngineering
Public Works
Utilities
s - •M Fire N/A
Zoning N/A
Licensing N/A
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
w/U 3ti
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTIO
SINGLE FAMILY RESIDENCE****
DATE: 5/6/04
PERMIT #: 04-698
ADDRESS: 198 VENETIAN BAY CIRCLE
VENETIAN BAY
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.
E gineering
Public Worlcs--S '6
Utilities
Fire
Zoning _
Licensing
N/A
N/A
N/A
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
SINGLE FAMILY RESIDENCE *'.,i:L'sST - UTILITIES DEPT.
Request Received -----------To Utility Inspects -_-________
INITIALS DATE
DATE:
PERMIT #:
ADDRESS:
CONTRACTOR:
PHONE #:
5/6/04 Utility Insperfor's Finol---------- __________
FDEP C!ec%;nluc - Wwer--------------------
04-698 FDEP C!ea,ancc - Sewer ---------- ----------
City Services Eris-!-enis---------- __________
Maintenance Bow! ' ' - ?yr)----------
198 VENETIANt,BAY CIRCLE
VENETIAN BAY
MORRISON HOMES
KEVIN 407-832-5990
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
Engineering Fire N/A
P lic Works Zoning N/A
r
Utili ' Licensing N/A
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
LMBC0,401 CITY OF SANFORD 5/07/04
Address Misc. Information Maintenance 08:45:57
Location ID . . . 240965
Parcel Number . 23.19.30.5-0000-0360
Alternate location ID
Location address . 198 VENETIAN BAY CIR
Primary related party
Type information, press Enter. Special
Sequence Code(F4) App Free -form information Date notes
1.00 CSVC UT LOT 36 ************ 10904
CSVC UT SW DEV FEE $1700. A DEV FEE 17M
CSVC UT BP - PD 1-8-04 SEE REC#6487 T4
TM CSVC UT 4"WA METER SET FEE $190.00 PD - - 4 —9=
57 _UU CSVC
77
UT REC 4
More...
F2 Address F3=Exit F5=Notes display F=Change display F9=Parcel Notes
F10=Subdivsion Notes F12=Cancel
0 -
V
Herx & Associates Inc.
769 Douglas Avenue
Altamonte Springs, Florida 32714
407.788.8808 - 407.788.8762 (fax)
April 29, 2004
City of Sanford Building Division
P.O. Box 1788
Sanford, Florida 32772-1788
RE: Lot 36 Venetian Bay, 198 Venetian Bay Circle
To Whom It May Concern,
The finished floor elevation of the structure located at:
198 Venetian Bay Circle, Sanford, Florida
Legal Description:
Lot 36, "Venetian Bay", according to the Plat thereof, as recorded in Plat Book 63
At pages 84 through 88, Public Records of Seminole County, Florida.
Meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec 6-7(a).
Sincerely Yours,
Herx & Associates In
urn LAL
Darae L. Przemieniecki , P.S.M
Associate Vice President
DLP/bb
FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077
NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005
ELEVATION -CERTIFICATE
Important: Read the instructions on pages 1.7.
SECTION A - PROPERTY OWNER INFORMATION Forinsuranoe Company Use:
BUILDING OWNER'S NAME Policy Number
MORRISON HOMES
BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number
198 Venetian Bay Circle
CITY STATE ZIP CODE
SANFORD FL 32771
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 36 "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
LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type):
or ##. ) ® NAD 1927 NAD 1983 USGS Quad Map ® Other. Plat
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
Bt. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE
CITY OF SANFORD / 120294 SEMINOLE FLORIDA
B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S)
NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AD, use depth of flooding)
12117CO035 E 4-17-95 4-17-95 X 9.60
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9.
AS Profile FIRM Community Determined ® Other (Describe): Development Engineering Flans
B11. Indicate the elevation datum used for the BFE in 139: ® NGVD 1929 NAVD 1988 Other (Describe):
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction
A new Elevation 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, ARIA, AR/AE, ARW-A30, AR/AH, ARIAO
Complete Items C3: a4 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) 16. 7 ft.(m)
o b) Top of next higher floor NA . _ft.(m)
cu
o c) Bottom of lowest horizontal structural member (V zones only) NA. _ft.(m) o o
o d) Attached garage (top of slab) 16. 4 ft.(m) E ,b
o e) Lowest elevation of machinery and/or equipment
u, cc
servicing the building (Describe in a Comments area) 16.1 ft.(m) AC Service E 75
o f) Lowest adjacent (finished) grade (LAG) 16. 0 ft.(m) Z
vfofzional
n
o g) Highest adjacent (finished) grade (HAG) 16.1 ft m) V
o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA
o i) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm) Surveyor and Mapper No. 6030
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information.
1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available.
I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
CERTIFIERS NAME Darae L Przemieniecki LICENSE NUMBER PSM 6030
TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Associates, Inc.
ADDRESS CITY STATE ZIP CODE
769 Douglas Avenue Altamonte Springs FL 32714
S - DATE TELEPHONE
a Urn 430-04 407-788-M8
FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions
IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use:
BUILDING STREET ADDRESS (IndudiM Apt, Unit Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Porky Number
198 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 agentloompany, and (3) building owner.
COMMENTS
NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans.
TBM's not verified.
Note: Item C3 a on page 1, refers to Air conditioner Service slab.
Check here if attachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F,
Section C must be completed.
El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately
represents the building, provide a sketch or photograph.)
E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(crn) 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.(crn) above the highest adjacent
grade. Complete items C3.h and C3.i on front of form.
E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use
natural grade, if available).
E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the communitys floodplain management ordinance?
Yes No Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMAassued or community -
issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are coned to the best of my knowledge.
PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES NAME
ADDRESS CITY STATE ZJP 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 FEMA4ssued or communitymissued 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 Construdion 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
Herx & Associates Inc.
L a n d S u r v e y i n g
769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808
Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping
Map of Survey
CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING
C 1 16'16'27' 75.00' 21.30' 10.73' 21.23' S 08'08'30'E
C 2 90'00'00- 50.00' 78.54' 50.00' 70.71' S 45'00'17-E
4.3
SET 5' OFFSET
N
Cu
1p 15.0
In
O
CN
v
LOT 35 OD
Cnf
RIVERVIEW AVENUE LINE BEARING DISTANCE
6• BRICK WALL
L2 4,3• L I S 54' 15'00-W 49. 10'
L 2 N 00'00'00-E 60.00'
o L0 1 L 3 S 00'00' 17-E 10.30'
N A GRADING
SET 5' OFFSET
6.451 SO. FT.
u
40.0'
1971 )
BROOKWOOD 11
ELEV. A.B.0 A D
SINGLE FAMILY RESIDENCE
FIN. FL. ELEV: 16.5
0
0
o rD•
ti
1p oA -c
n rn
i9A
cni i
in in
Rl m —zi
nu,
rn
mzti
LOT 37 —77
P.C.P. N 00'00' 17-W - t 273. 87'
REFERENCED BEARING
CIL VENETIAN BAY CIRCLE
50 ' R/W) TRACT -F - PRIVATE ROADWAY
i1 p .C.P.
CITY OF SANFORD
LEGAL DESCRPTIM.. Lot 36. " V E N E T I A N BA Y
according to the plat thereof as recorded in Plat Book 63.
of pages 84 - 88 of the Pubic Records of Sennole County. Florida.
FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone -X-.
according to the Flood Insurance Rate Mop Community Panel Ntrmber
120289 0035E.Doted 04117195.
City of Sanford. Conmrity Amber 120294)
General Notes:
1. This is a BOUNDARY Survey performed in the field on PROPOSE E)
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
iron rod with red plastic cap marked 'Witness Corner'. unless otherwise noted.
O Denotes P.C.P. (Permanent control point)
Denotes Permanent Reference Monument
P.C.P.
SETBACKS:
Max Coverage - 62 x
Front 25' Rear 20' E9TEATASide5 ' Corner 15' OUS SO. FT.-
51MwnurnLotWidth60' 0. FT.
IMPERVIOUS AREA -3.28750.FT.
Note: Bearings shown hereon ore referenced to the CIL
of VEAETIAN BAY CRCLE as being N 00'0077'W.
Vertical datum is based on NGVD per Engneerng
cons trucfion plans by Ned H i I I e r Engvteerng. hc.
Job Amber 2001 .
Legend
m Temporary Benchmark
O/S
O.R.B.
Offset
Official Records Book
assumed datum)
PB Plat Book
BOW Back of sidewalk
PC Point of Curvature
CIL Centerfine
PCC. Point of Compound Curvature
dA Centre/ or (Delta) Angle P.C.P. Permanent Control Point
Calculated P Pepe
ce Chord Beanng P.R.M. Permanent Reference Monument
CD Chord
PA. Property LineCM. Concrete Monument
P.O.B. Point of BeginningEL. or ELEV Elevation P.O Point of Commencement
FINAL EL. Elevation (Measured)
C.
P.I. Point of Intersection
FO Found
PRC. Point of Reverse Curvature
Fin.Fl. Elev. Finished Floor Elevation PT. Point of TangencyI.P. Iron Pipe R Radius
I.R. Iron Rod RAO Radial Line
L Arc Length
RES. Residence
LB Licensed Business RAN Right -of -WayLSLandSurveyorTBMTemporaryBenchmarkMeeMeasuredTYP. Typical
N/D(N&D) Ned and Disk f Fence symbol (see drawing) N.R. Not Radial
X—X- Fence symbol (see drawing)
Certification: Not valid w/)bout the a/ ura and the original raised anal
of a Florida licensed Surveyor an appar Drown 6 y : CAI
This survey meats the repulre f o/ the F/ de Minimum Technical Chocked by: DP
73ZQ.p
ntalnedinC a iG17 /orfdaAdmimslrative e. Propored For: MORRISON
Sketch of Legol Description Job Number: 02-017-02
This is not o Survey Scat* : 1-- 30'
LPii Plot plan performed: 08-25-03
William A. Herx, P.L.S. Florida Registered Lftd Surveyor No 3192 Mo d e 1 Chang*: 09 - 04 - 03
Darae L. Przemienieckl, P.S.M. Registered Urveyor and Mapper No. 6030 Foundation Survey:
William R. Honx, P. S.M. Registered Surveyor and Mapper No. 6092 F i n a 1 S u r v oy :
Herx d Associates Inc., State of Florida LB 4937
Re v i s i o n i .
CUiU{[Y U[ 113M1KUi[
IMPhCT FE[ STAll]1EN7
ISSULD DY CITY OF SANrORD
GTATErENT MLMFER 104-75718 DATES / /
0 . .-
1. /
WILDING COUNTY NiNBEk: __________
UNIT ADDPESS:
TkAF[JC zOw: JURISDICTIONS
SU7k lVISID /T^ TKACT: ______ _____________
PLAT ROOK: _ PLAT GOOK PAGE: L[CK: LOT:_
UWN['R 1101T[: ''/
ADDRESS:
APPLICANT NAME:
hDCRESS:
LAND USE USE CATEGpRY: C01 - Single Family Detached Hcuse .
TYPE US[: Renidential
WORK DVSCRIPTI[W: Single Family House: Detached - Conntruction
BENEFIT RATE FEE UXIT RATE PER 0 & TYPE TOTA'- DU:*..
TYPE DIST SCHEDULE DESC. UNIT OF UNITS
ROA]
hRT[RIhU3 CO -WIDE O dwl unit 705.()0 1 $ 705.00
RO=31
C§Li[ETORS NORTH O dml unit 112.00 1 $ 142.03
LIPRARY
SC|K)O| .G
CO -WIDE O
CO -WIDE O
W ELIVCD BY: --- LOW x----
dwl unit 1 54.00 1 ') 54.00
dwl unit $1,384.00 1 s 1,z94.0o
AMOUNT DUFF'. 0 2,285.0o
SIGNATURE: ,-'__________________-
D/y[L V/
kOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AN))
PAYMENT MAY KTSUIT IN YOUR LIABILITY FOR THE FEE. *10:'
DI3TRIEUTlON: 1-CCUNTY 3-CITY
2-ApPLICAN7 n-C[UXTY
M kSUXg 0.0 ADVISED THAT THIS IS A STATEMENT 07 FEES NHICi|
ORE CUE AND PAYABLE PRIOR TO l5SUAKCE OF A PUILDING PURMIT.
P[,R I'lUA[ A' -SO ADVISED THAT ANY RIGHTS OF THE AoPLICANT, OR ONNER, TO
O?PEPL THE COLC|ILATIONS OF THE ROAD, LIBRARY OY3T[M AM0IU DUCATIOX'- (
SC42%) IMPACT FEES MUBT BE EXERCISED BY FILINg A
NRI77EN R[[CEST WITHIN 45 CA'ENDOR DAYS OF TyE REC[IVINU SlGXAll
DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY O" OC[
UPPIACY. THE PEC[EST FOR REVIEW MUST MEET THE REOUIRFMENTS CF TH[ CUU]
TY DEVELOPMENT CODE. COPIES OF THE RULES GOVER4IN3 AnPEA'- MAY
RE PlCKED UPI OR REC[ESTED, FROM THE PLAN IVPLEVENThTIOH UFFl[[: 1101
FAnT FlRST G78E[T, ShYFORD, FLORIDA 3277i; (4O7) 665-7471. hYNEAT
CKOULD BE yADE TO: CITY OF SAWFORD lMlLDYMG
l)|]`hUTML!{[ 300
M0RT\1 PARK AVi NU[ SAWrU0D. [
i 32771 PAYMENT
EVOULD BE BY CHECK DR MOWEY ORDER, AND SP[ULD PEFBl|FKC[ 7|}[
SThTFKENT NUMBER AND CITY BUILDING PERMIT N]MBER AT THE TO::' FT
IT&
T||IS STATEMENT IS VA' -ID OU'-Y IN CONJUNCTION WITH ISSUANCE OY A=<' FAMILY
BUILDING
CURVE
C I
C 2
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
DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING
16'16'27" 75.00' 21.30' 10.73' 21.23' S 08'08'30"E
90'00'00" 50.00' 78.54' 50.00' 70.71' S 45'00'17"E
PALM DRIVE
L2
o L 0 T
N o A- GRADING
N
6.451 50. F T .
15.0
40.0'
In
O
1971 )
b. BROOKWOOD 11
Ga ELEV. A.B.0 6 D
SINGLE FAMILY RESIDENCE
FIN. FL. ELEV: 16.5
W/ P-
r- P
ti
toDO
n rn
2 rn
n m
mrrn
z
mn
v, m
m
zti
r
N
V
LINE BEARING DISTANCE
L I S 54'15'00"W 49.10'
L 2 N 00°00'00-E 60.00'
L 3 S 00'00'17-E 10.30'
LOT 37 —77
n L3
r... r
Ln
0
0
P.C.P. N 00'00' I7"W - t 273. 87' - - P.
REFERENCED BEARING
CIL
50 ' R/W) TRACT -F - PRIVATE ROADWAY
1r
7 P.C.P.
CITY OF SANFORD
LEGAL DESCRPTION Lot 36. - V E N E T I A N BA Y
according to the plot thereof as recorded n Plat Book .
at pages - or the Pubic Records of Seminole Coady. Florida.
FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone X-.
occordmg to the Flood Insurance Rate Map Community Panel Number
120289 0035E.Doted 04/17/95
City of Sanford Community Number 120294)
SETBACKS:
Max Coverage - 62 X
Front 25' Rear 20' Fr
TE DATA
Side 5 ' Corner 15' ERVIO_LS_ SO. FT. - 5 I
Mmimtm Lot Width 60' OT S0. FT.
IMPERVIOUS AREA - 3.287 SO. FT.
Note: Bearrlgs shown hereon are referenced to the C/L
or as being N 00°0017"W.
Vertical datum is based on NGVD per Engineering
construction plans by Ned H i l l e r Eii0eerng. Inc.
Job Nmber 2001.
Legend
General Notes:
ProposedP
m Temporary Benchmark
assumed datum)
0 D.R.8
Offset
Official Records Book
f. This is a BOUNDARY Survey performed in the field on PB Plat Book
2. No aerial, surface or subsurface utility installations, underground improvements or BOW Back of sidewalk PC Point of Curvature
subsurface/aerial encroachments, if any, were located.
CA. Cemedme PCC. Pant of Compound Curvature
3. Building ties shown are to the exterior unfinished foundation surface or formboard. CALL
Central or (Della) Angle
Calculated
P.C.P. Permanent Contra Point
are assumed and were obtained from approved4. Elevations shown hereon, if any. PP CB Chord Bearing
PG
P.R M.
Pape
Permanent Reference Monument
Construction plans provided by the Client unless otherwise noted, and are shown CD Chord P/L Property Line
only to depict the proposed or actual difference in elevation relative to the assumed C M. Concrete Monument P.O.B. Point of Beginning
temporary Benchmark shown hereon. EL. or ELEV Elevation P.O.C. Point or Commencement
5. The parcel shown hereon is subject to all easements, reservations, restrictions, and FINAL EL. Elevation (Measured)P.1. Point or Intersection
Rights -of -way of record whether depicted or not on this document. No search of the
FD
Fin.Fl. Elev.
Found
Finished Floor Elevation PT. Point of Reverse Curvature
Public Records has been made by this office. I P Iron Pi
PT. PantTangency 6.
The legal description shown hereon is as furnished by client. I.R Iron Rod R
RAO
Radius
Radial
Line 7.
Platted and measured distances and directions are the same unless otherwise noted. L Arc Length RES. Residence e
Denotes %' Iron rod with yellow plastic cap marked LB4937 or LS3182, or Le Licensed Business R4V Right -of -Way iron
rod with red plastic cap marked 'Witness Corner", unless otherwise noted. LS Lend Surveyor TBM Temporary Benchmark O
Denotes P.C.P. (Permanent control point) Mea
N/
D(NdD) Measured
Nail
and Disk TYP.
Typical Denotes
Permanent Reference Monument N.R. Not Radial rr
rr_ X—
X- Fence
symbol (see drawing) Fence
symbol (see drawing) Corr/
Acat/on: Not valid without the signature and the original ralsod seal of
a Florida licensed Survoyor and P Drown b y : CM s
ey meets the requirements lithe Flod Minimum Technical Checked b y : DP St
enda as contained in ap r 1G17-6F/ori aAdministrative ode. Prepared For: MORRISON Sketch
or Legal Description Job Number: 02-017-02 This
is not a Survey scats :.1-- 30* Plot
plan performed: 08-25-03 William
A. Herz. P.L.S. Florida Registered Model Chone: 09-04-03 9ndSurveyorNo7fa2Dares
L. Prremienleckf, P.S.M. Registeref Purveyor and Mapper No. 6030 Foundation Survey: William
R. Henr, P. S.M. Registered Surve r and Mapper No. 6092 Final Survey: Herx
6 Associates Inc., State of Florida LB 4937 Revisions
CURVE
C I
C 2
LOT 35
Herx & Associates Inc.
L a n d S u r v e y i n g
769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808
Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping
Map of Survey
DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING
16°16'27' 75.00' 21.30' 10.73' 21.23' 5 08°08'30'E
90°00'00" 50.00' 78.54' 50.00' 70.71' 5 45°00'17"E
PALM DRIVE
L2
o LO
N o "A" GRADING
N
6.451 SO. FT.
lQ 15.0
40.0'
v1
to
1971)
BROOKWOOD 11
GI ELEV. A. B. C 6 D
SINGLE FAMILY RESIDENCE
FIN. FL. ELEV: 16.5
v o,
o a
o w
Cw
C) L 3
Ln
0
0
Zm o
n c
10 1
o'_ r-
n ran
z inn,
GJ cn1 i
m m
Rl rn -Zi
nmnmitmzti
NA,
P.C.P.
ca CIL
LINE BEARING DISTANCE
L I S 54°15'00'W 49.10'
L 2 N 00a00'00'E 60.00'
L 3 S 00°00'17"E 10.30'
LOT 37
u - \
N 00.00' 17-W 4273.87P.C.P. REFERENCED
BEARING 50 '
R/W) TRACT -F - PRIVATE ROADWAY 1r
C7
P.C.P. CITY
OF SANFORD LEGAL
DESCRPTION• Lot 36. - V E N E T I A N BA Y occording
to the plat thereof as recorded in Plat Book . at
pages - or the Pubic Records or Seminole County. Florida. FLOOD
HAZARD DATA: The Pcrcel shown hereon tes within Flood Zone X-. occordng
to the Flood hsurance Rote Mato Community Panel Nlmber 120289
0035E.Doted 04117195. City
or Sanford Community Nw6er 120294) SETBACKS:
Max
Coverage - 62 x Front
25' Rear 20' 9 DATA Side
5 ' Corner 15' hFERVV-5 SO. FT. - 5 1 Mrrmtm
Lot Width 60' LOT S0. FT IMPERVIOUS
AREA - 3.287SO. FT. Note:
Bearings shown hereon are referenced to the C/L of
as berg N 00°0017-W. Vertical
dotun is based on NGVD per Engneerng construction
plans by Ned H i I I e r E*eerng, hc. Job
Amber 2001. Legend
Notes:
Proposed
m
Temporary Benchmark datum)
O/
SGeneral O.
R.B.Offset
PB
Official Book 1.
This is a BOUNDARY Survey performed in the field on assumed Plat
2.
No aerial, surface or subsurface utility installations, underground improvements or BOW Back of sidewalk PC Point of Curvature subsurfacelaerial
encroachments, if any, were located. C
Cenfedine PCC. Point of Compound Curvature 3.
Building ties shown are to the exterior unfinished foundation surface or formboard. A
CALC
Central
or (Delta) Angle Calculated
P.
C.P. Permanent Control Point 4.
Elevations shown hereon, if any, are assumed and were obtained from approved YPPCB Chord Bearing PG.
P.
R.M Page
Permanent
Reference Monument Construction
plans provided by the Client unless otherwise noted, and are shown co Chord P/L Property Line only
to depict the proposed or actual difference in elevation relative to the assumed C.M. Concrete Monument P.O.B. Point of Beginning temporary
Benchmark shown hereon. EL. or ELEV Erevaho^ P.O.C. Point of Commencement 5.
The parcel shown hereon Is subject to all easements, reservations, restrictions, and FINAL EL. Elevation (Measured) p / point of Intersection Rights -
of -way of record whether depicted or not on this document. No search of the FD.
Fin.
Fl Elev. Found
Finished
Floor Elevation PRC.
Point of Reverse Curvature Public
Records has been made b this Office. Y1.P. Iron Pipe PT.
Point of Tangency 6.
The legal description shown hereon is as furnished by client I R Iron Rod R
RAD
Radius
Radial
Line 7.
Platted and measured distances and directions are the same unless otherwise noted. L Arc Length RES Residence Denotes !
A -Iron rod with yellow plastic cap marked LB4937 or LS318Z or LB Licensed Business RNV Right-of-way iron
rod with red plastic cap marked 'Witness Corner", unless otherwise noted. LS. Land Surveyor TBM Temporary Benchmark O
Denotes P.C.P. (Permanent control point) Mea
N
IDD(Nd0) Measured
Nail
and Disk TYP
Typical Denotes
Permanent Reference Monument N.R. t Radial Noti
Fence symbol (see drawing) X—
X- Fence symbol (see drawing) Certification:
Not valid without the signature and the original raised seal of
a Florida licensed Surveyor and is
ey meets the requlroments /the FloricNikfinimurn Technical Stenda
as contained in ep r 1G17.6 Ho ' a Administrativebode. William A.
Herx, P.L.S. Florida Registered nd Surveyor No. 3182 Daree L.
Przemienteckl, P.S.M. Registers urveyor and Mapper No. 6030 William R.
Herx, P. S.M. Registered Surve r end Mapper No. 6092 Herx 6
Associates Inc., State of Fbdda LB 4937 Sketch of
Legal Description This is
not a Survey Drown by:
CAI Chocked by:
DP Prepared For:
MORRISON Job Number:
02-017-02 Scala 1--
30' P1ol plop
performed: 08-25-03 Modal Chdnge:
09-04-03 Foundation Surrey:
Final Surrey:
Revisions .
CURVE
C I
C 2
LOT 35
Herx & Associates Inc.
L a n d S u r v e y i n g
769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808
Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping
Map of Survey
DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING
16°16'27" 75.00' 21.30' 10.73' 21.23' S O8.O8'3O'E
90°00'00" 50.00' 78.54' 50.00' 70.71' S 45.00'17"E
PALM DRIVE
L2
o LO
N o -A- GRADING
N
6.451 50. FT.
tp 15.0
40.0'
ok
1971)
4 6 BROOKWOOD 11
ELEV. A. B. C d D
SINGLE FAMILY RESIDENCE
FIN. FL. ELEV: 15.5
v o,
o a
v o w
co
l
E)
GI
cone
N
V
V
Ic,— - -
P.C.P.
a CIL
LINE BEARING DISTANCE
L 1 S 54°15'00"W 49.10'
L 2 N 00°00'00'E 60.00'
L 3 S 00°00'17"E 10.30'
LOT 37 —77
i
N 00" 00 ' 1 7 "W - t 2 33 . 87 ' P.
REFERENCED BEARING
50 ' R/W) TRACT -F - PRIVATE ROADWAY
1
O P.C.P.
CITY OF SANFORD
LEGAL DESCRPTION.' Lot 36. " V E N E T I A N BA Y
occording to the plat thereof as recorded in Plat Book
of pages - or the Pubic Records or Sen hole County. Florida
FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone "X-.
according to the Flood Insurance Rote Map Community Panel Number
120289 0035E.Doted 04/17/95
City or Sanford Community Number 120294)
SETBACKS:
Max Coverage - 62 y
Front 25' Rea' 20' E9TE
DATA
Side 5 ' Corner 15' ERVIOUS SO. FT.- 5 I
Mnnmm Lot Width 60' T 50. FT
IMPERVIOUS AREA -3.287S0.FT.
Note: Bearings shown hereon are referenced to the C/L
or as being N 00.0077"W.
Vertical dorun is based on NGVD per Engineering
construction pins by Ned H i I I e r Engineering. Inc.
Job Number 2001 .
Legend
General Notes:
Proposed Temporary Benchmark
datum)
O/S
O,RB.
Onset
Olflcia/Records Book
1. This is a BOUNDARY Survey performed in the field on assumed
Pe Plat Book
2. No aerial, surface or subsurface utility installations, underground improvements or BOW Back of sidewalk
PC Point of Curvature
subsurface/aerial encroachments, it any, were located. CJL ltCenerine PCC. Point of Compound Curvature 3.
Building ties shown are to the exterior unfinished foundation surface or lormboard. v
CALC
Central
or (Delta) Angle Calculatedcs
P.
C.P. Permanent Control Point 4.
Elevations shown hereon, it any, are assumed and were obtained from approved Chord Bearing P.
Page Construction
plans provided by the Client unless otherwise noted, and are shown co Chord PR
M. PA
Permanent
Reference Monument Property
Line to
depict theproposed or actual difference in elevation relative to the assumed onlyPC M Concrete Monument P
O.B. Point of Beginning temporary
Benchmark shown hereon. EL. or ELEV Elevation P.O.0 Point of Commencement 5.
The parcel shown hereon is subject to all easements, reservations, restrictions, and FINAL EL. Elevation (Measured) p 1 Point of Intersection Rights -
of -way of record whether depicted or not on this document. No search of the FD
Fin
Fl. Elev Found
Finished
Floor Elevation PRC.
Point of Reverse Curvature Public
Records has been made by this office. I.P. Iron Pipe PT.
Point of Tangency 6.
The legal description shown hereon Is as furnished by client. I.R. Iron Rod R
RAD
Radius
Radial
tine 7.
Platted and measured distances and directions are the same unless otherwise noted. L Arc Length RES. Residence Denotes %'
iron rod with yellow plastic cap marked LB4937 or LS3182, or LB Licensed Business R/W Rightcl-Way iron
rod with red plastic cap marked 'Witness Corner". unless otherwise noted. LS. Land Surveyor TBM Temporary Benchmark O
Denotes P.C.P. (Permanent control point) Mee
Measured TYR Typical Denotes
Permanent Reference Monument NM(
NdD) N.
R Nail
and Disk Not
Radial Fence
symbol see drawin X—
X- Fence symbol (see drawing) Certification:
Not valid without the signature and tho original raised seal of
a Florida lkensod Surveyor and rs
ey meets the roquiroments /the FI Minimum Technical Stanch
as contained in ep 1G17-6 Flo ' a Administrative fjode. Sketch
of Legal Description This
is not o Survey William
A. Henr, P.L.S. Florida Registeretipprid Surveyor No. 3162 Daree
L. Prremienfackf, P.S.M. Registeref Surveyor and Mapper No. 6030 William
R. Herx, P.S.M. Registered Surve r and Mapper No. 6092 Herr
6 Associates Inc., State of Florida LB 4937 Drown
by: CM Checked
by: OP Prepared
For: MORRISON Job
Number: 02-017-02 Scale
1*- 30' Plot
plan performed: 08-25-03 Model
Chonye: 09-04.03 Foundation
Survey: Final
Survey: Revisions .
Seminole County Property Appraiser Get Information by Parcel N... http://www.scpatl.org/pis/ eb/re_xN,eb.scininole_county_title?PAR...
PARCEL DETAIL y t 4 Back D f
ZV i
i W
t mole+lc (oxln v Ir
n
Ilrrrv..+Fnrtu. r !r
I UII 1 Fn.i tee.
tieufneil Fl.?" I
2004 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
Parcel Id: 23-19-30-502-0000-0360 Tax District: S1-SANFORD
Number of Buildings: 0
Owner: CENTRAL FLA DEV Exemptions: Depreciated Bldg Value: $0
PARTNERS LC
Own/Addr: #200
Depreciated EXFT Value: $0
Address: 1053 MAITLAND CENTER COM BLVD
Land Value (Market): $11,310
City,State,ZipCode: MAITLAND FL 32751 Land Value Ag: $0
PropertyAddress: Just/
Market Value: $11,310 Assessed
Value (SOH): $11,310 Subdivision
Name: VENETIAN BAY Dor:
DO -VACANT RESIDENTIAL Exempt
Value: $0 Taxable
Value: $11,310 2003
VALUE SUMMARY SALES
2003 Tax Bill Amount: Deed
Date Book Page Amount Vaclimp 2003 Taxable Value: Find
Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS„
LAND
LEGAL
DESCRIPTION PLAT Land
Assess Method Frontage Depth Land Units Unit Price Land Value LOT
36 VENETIAN BAY PB 63 PGS 84 - 88 LOT
0 0 1.000 11,310.00 $11,310 NOTE:
Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes.
6 "'
If you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value. 1
of 1 11 /21 /2003 2:07 PM
LIMITED POWER OF ATTORNEY
DATE: t
I HEREBY NAME AND APPOINT: DAM KJU Ci A& FP,ED } WO /qo TA V WES EACH
AN AGENT OF: MORRISON HOME TO
BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE
BUILDING DEPARTMENT OF: FOR
A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED AT LOT
NUMBER: SUBDIVISION:
v ADDRESS:
AND
TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO
THIS APPOINTMENT. MARIA
LISA STEINER AME
OF CONT OR SIGNATURE
OF CONTRACTOR) STATE
CERT. # CR-CO41929 CONTRACTOR'
S STATE REGISTRATION NUMBER) The
foregoing instrument >vas acknowledged before me this DATE:
BY:
MARIA LIS STEINER Who
is personally known to me and did not take an oath. STATE
OF FLORIDA s
COUNTY
OF ORANGE. SIGNATURE
OF NOTARY: yir
LIANA EMIRO MY
CAMMISSION i DD 237775 a
EXPIRES: August 3 2007 Bailed
Thru Notary PW* Urderwrftam.. NOTARY
SEAL. "
Permit Number:
Prepared By Daphne Clark
and P.O.Box 784283
Return To: Winter Garden, FL 347784283
NOTICE OF COMMENCEMENT.'
State of Florida.
County of Seminole.
MARYANNE MORSE, CLERK OF CIRCUIT COURT
SEMINOLE COUNTY
BK 05112 FIG 0596
CLERKIS # 2003210477
RECORDED 11/25/2003 08108106 AM
RECORDING FEES 6.00
RECORDED BY L McKinley
CERTIFIED COPY
MARYANRTE No%e
CLERK Of CIRCUIT COURII
SE LE COU
C ;LR6A
a' aL P
NOV 2 5 2003
The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance
with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
2.
3.
4.
5.
6.
7.
8.
9.
10
Description of property:
Lot Number
Legal Description LTIAN BAY, according to the plat thereot; as recorded in Plat
Book 63, Pages 84-88, of the public records of Seminole County,
Ifl
Florida.
StreetAddress &Wda— 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.
Persons within the
State of Florida designated by the Owner upon whom notices or other documents may be served as
provides by 713.13(l)(a)7., Florida Statutes: N.A. 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. / Expiration date of
notice of commencement : One year from the date of recorc#ng. Date Signed O
Signature of Owner's Agent, Maria Lisa Steiner: s by Maria
Lisa Steiner, who is personally known to me. r puw MY
COMMISSION # DD
214811 Notary Seal: * EXPIRES:
Juns 27, 2007 ended Thru 69W
Noun saw
dgphae clack fine, 6) c /. rr ca A,
CITY OF SANFORD PERMIT APPLICATION
Permit # : V 1 —Vt- % Date: I f24 D •
Job Address: /T/f Ye- aveG/V
8,gcl GI - Description
of Work: /V`/G 2 "e DTI & IYO- c IF
Historic
District: Zoning: Value of Work: S lOC/ 440 t'' — • Permit
Type: Building _Z_ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical:
New Service - # of AMPS _, Addition/Alteration Change of Service Temporary Pole _V11 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: GM U, # of Stories: # of Dwelling Units: _L Flood Zone: _p_ (FE A form required for other than X) Parcel
q: Z3—/ % — 0— 6 oODO O (Attach Proof of Ownership & Legal Description) Owners
Name & Address: 86EXA&V 11 10IW16FS Isl
50Ut N ,/ MA&M 327S1 Phone: 407 6Z7 0077 Contractor
Name & Address: R_ 0 S0AJ A tC5 aadl
rej *e/e -7 / /
State
License N'ummbeer: RG / / 7 -7
p/' Phone &
Fax: 00 TZ§O 0 Y & Contact Person: dJ,1r l 1.7X4 Phone[07Jr25 / I Y0 Bonding
Address:
Mortgage
Address:
Architect/
Engineer:i/Ld%G r•'.'1=_ NOV i C. inn Phone.640& COI JZW 7 Address:
437 /1d Fax:,. t.
Zjf,if Application
is hereby made to obtain a permit to do the work and irt tgH?lions as i or' n1illeti4o: as commenced prior to the issuance
of a permit and that all work will be performed to meet stA-rida t of all I EL ERAVt is juHsdiClion I understand that a separate permit
must be secured for ELECTRICAL WORK, PLUMBING,,!; t'tNs WELL B 1 ERS, H&ATE S, TANKS, and AIR
CONDITIONERS, etc. .y'.-:-', OWNER'
S AFFIDAVIT: I certify that all of the foregoing information ,s 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 NOTICg 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 I this
county, and there may be add' t nal permits required from other governmental entities such as water mana; Acceptance
o i erific t I will notify the owner of the property of the requirement ida 24
v3 . Signatur
Owner/Agent bate Signature of ntrac R,
44,6 i— U MAC t S
j-, Print Owner/Agent's Print Con d
3 Uj
i
Signature
of Nota State o lorida D to • p ¢ B n'- Signatur o Nota - 8
X M
that
may be found in the public records of listricts,
state agencies, or federal agencies. FS
713. Agent
of
Florida I #
1-0Owner/Agent is v Personally Known to Me or Contractor/Agent is Personally Known to Me or ANWNId —
Produced ID Produced ID AJA d
M , _
PPt
LATION APPROVEDBY: Blii afl 3 Zoning: AUtilities: Initial & Date) (Initial &
Date) Special Conditions: 5511."
F D:
Initial &
Date) (Initial &
Date)
10-03-203 9:04AM FROM P. 2
CITY ow sAxvoRD rmmrr APPLICATION
Permit a . C
Job Address:
Description of Work: '
Historic Dish. Zoning; Value of Work: S 3 9 3 S
Permit Type: Buil&S Electrical Mechanical Plumbica Fire Sprinkler/Alarm Pool :
Electrical: New StMoc — p of AMPS AddititullAhaation Ch=p of Service Temporary Polc
Meehaaical: Rc dential Non -Residential Replacement New (Duct Layout & Energy Calc. Requimd)
Plumbing/ New Coraa eeeial: M of Fixtures p aicr & Sewer Lines N of Gas Lines
Plumbing/New Residential: 0 of Wat Closets Plumbing Repair — Residential or Commercial
Occupancy Type: Residential 1/ Commercial lndusuial Total Square Footage:
Cowrwaion Type: a of Stories: —/-- q of Dwelling Units: Flood Zou= (FEMA corm required for ether shag X)
Parcel Y: —
Owner amu & d
Contrrctor N• 0 &
Awl G
Phone & Far
nunWol; Company:
Casio" Parsoa:
Phoae:
State Luau
6t Legal pescrlptloa)
Addre:
UOr(gag0'—
Address:
Archit0u/tugiueer: Phoae: '
Address: Paz:
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that ao work or installation has commenced prior to the
iuuance of a permit and that all work will be performed to meet staoduds of all laws regulating comtruction is ibis jurisdiction. 1 understand that A separate
permit must be secured for ELECTRICAL WORK, PLUMBING. SIGNS, WELLS, POOLS. FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: l certify that all of the foregoing information is accurate and that all wort: will be done in compliance with all applicable lawn mrulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN Y'UI)lt I'AYINQ
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN
ATTORNEY Shfo i KECORDING YOUR NOTICE OF COMMENCI?MF;NT.
NOTICE: In addition to the requirements ofthis permit, there may be additional restriedOns applicable to this property that may be found in the public records of this
county, and there may bo additional permits required from other governmental entities such as water management districts, state agencies, or federal ngenctea• Acceptance
of permit is verification char I will actify the owner of the property of the requirements of Florida Lien LawjS 713. R-' / — /
2 L/ Signature
of OwnedAgcnt Due Signature o ntractur/Agent 1
Date
Print
OwncdAgcnt•s NAme Print Con Signature
of Notary -State of Fland a Date OwnerlAgent is _
Personally Known to Ivle or Produced IU
APPLICATION APPROVED
OY: Uldg: Zoning: Initial & Date)
Special condition:; _
of F
Stephanie Womaci,
My Commission . ,
Jt t t Alf - . AlContractoAir2eriot>t11y:
Known to Me or Produced ID
Initial a
Date) Utilities: FD:
Initial & Mto) (
Initial & Date)
Permit V. / t V
Jflr Address: / /
Description of Worh.s
1112toric District:
E777 OF SANFORD PE3lMn AM3 C1t770i4
Znning: r
Permit Type: Building Electrical Wlecbanical Plumbing sire SprinMer/Alain F'oat.
Veetrical: Nevv Service — # of.AAMS Addition/Alteration c1ange of Se -vice Tempoarri*y Pole-,.
Mechanical,' Residential / Non -Residential Replacement Nevi (Duct layout 4 £Aergy t, a,il Required)
Plumbing/ New Commercial: # of Fiature< V of Water & Sewer Litres V of Gas Lines .
Plumbin0ety Residential: # of W t6bosets Piumbiog Repair — Residential or Cormriercial
Occupancy Type: Residential Commercial Industrial Total Square Footage: '
Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA forme rectrrlred for wt)o UTAU aj
Parcel q: Attach Proof of Ownership d4 Legal Description)
Owners Name & Address:
Phone:
t)ar A _ Contractor Name & Address:.TR TMA" il. jr ATR n111M
Phone & Fax:
Bonding Company:
Address'
Mortgage Lender:
Address:
Architect/Engineer:
License Number
Phone'
RUM
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 commene:tA prior to theissuanceofapermitandthatallworkwillbsperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate
permit must be secures! for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVff: I certify that all of the foregoing information is accurate and that all work vAll be
donj
compliance with all applicable, law: rc.N,JAdng
construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF Ck7 IMEEWT T MAY RESUL-f il`I Y0111% 11/1, "IT1G
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. I YOU INTEND TO OBTAIN FTNATjG IIG, C AT iTH YOUR LENDER OR /JJ
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
ONTICS: In addition to the requirements of this permit, there may be additional re
this county, and there may be additional permits required from other govemmental
Acceptance of permit is verification that I Kill notify the owner of the property of i
Signature of Owner/Agent
Print Owner/Agent's Name
Signature of Notary -State of Flonda
O%%mer/Agent is _ Per;onall% Kno%,n to Me or
Produced ID
APPLICATION APPROVED 13Y: Bldg:
Initial & Date)
Np,x 1 Condttioni:
Date
m ipplirable i s prop rty that rimy found in the public. records of
such as manag t di tracts. Late agencies, nt (rden;,I agencies.
Jire of Flori ' e w, FS
FEB 1 0 1004
Signatur onrector/Agent Date
RT G. DELLO RUSSO
Aeent's Name
o k FEB 1 n 7004
Date Signature of Ko'_ry-S=
11erson3l,
FloridaDate
Contractor/Ace-.: •i _ Me or
Producec' .
Zoning: L :::i. VD:
Initial & Date){Iniva4daUatal . . (hbtt I & Datr
MIRNDA C I I
fly rt71'tals in r-
REVISIONS
PERMIT # ANQay
ADDRESS
DATE 2 f)3
FARPH # 2 eqq-L?v/9 9PITV (Y
DESCRRITION OF REVISION: rrn q "104 -''ry
UTILITIES
FIRE
mw- "AA
When ready for pick upPleasecallDaphne
407) 257
Thank-
6940
You!
Permit # :A J "1 1
t
Job Address:
Description of Work:
Historic District:
CITY OF SANFORD PERMIT APPLICATION
Zoning: Value of Work:
Permit Type: Building Electrical V Mechanical Plumbing Fire Sprinkler/Alarm Pool
1/
Electrical: New Service — /1 of AMPS S Additior Alteration Change of Service Temporary Pole
Mechanical: Residential % Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/New Commercial: # of Fixtures It 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 tban X)
Parcel q: (Attach Proof of gwnership 6c fugal Description)
1 I I 't l rtl ,— L n D , ;) a A ZT ( )
Jwners Nam & Address:
1- C e
Contract Namel&
Phone &
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Emgineer:
Address:
State License Number: ti (L7 15 47
Phone:
Fax:
Application is hereby trade to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separatepermitmustbesecuredforELECTRICALWORK. 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 regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. 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 ofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
Signature of Owner/Agent Date Signature of Con cat Agent Date
Print Owner/Agent's Name
Pri t Co aor/Agent' ame
Signature of Notary -State of Florida Date Sig lure of Notary -State of Florida lrDYat jeer var
MY COMNSslon DD272909
Contractor/Agentent is zersonally Known tol4f or Ewe member 07 2007
Owner/Agent is _Personally Known to Mc or g
Produced ID _
Produced ID
APPLICATION APPROVED BY: Bldg:
Special Conditions:
Initial & Date)
Zoning:
initial & Date)
Utilities:
Initial & Date)
FD:
Initial & Date)
It.
s
as
0AI
M
i-
FORM 60OA-2001
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: BECKFORDBONUS&BATH Builder: MORRISON
Address: Permitting Office:
City, State: C Permit Number:
Owner. Jurisdiction Number:
Climate Zone: Central
1. New construction or existing New _ 12. Cooling systems
2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr _
3. Number of units, if multi -family 1 _ SEER: 12.00 _
4. Number of Bedrooms 4 _ b. Central Unit Cap: 24.0 kBtu/hr _
5. Is this a worst case? Yes _ SEER: 12.40 _
6. Conditioned floor area (ft') 2411 ft' c. N/A
7: Glass area & type
a. Clear - single pane 404.0 W _ 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 tt0.0 ft' _ HSPF: 8.50 _
d Tint/other SHGC - double pane 0.0 ft' b. Electric Heat Pump Cap: 24.0 kBtu/hr _
8. Floor types HSPF: 7.35 _
a. Slab -On -Grade Edge Insulation R=0.0, 234.0(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, 1694.0 ft' _ EF: 0.86 _
b. Frame, Wood, Adjacent R=I 1.0, 262.0 ft' _ b. N/A
c. Frame, Wood, Exterior R=11.0, 642.0 ft' _
d N/A . c. Conservation credits
e. N/A HR-Heat recovery, Solar
10. Ceiling types DHP-Dedicated heat pump)
a. Under Attic R=30.0, 2186.0 ft' _ 15. HVAC credits PT, _
b. N/A CF-Ceiling fan, CV -Cross ventilation,
c. N/A HF-Whole house fan,
11. Ducts PT -Programmable Thermostat,
a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling,
b. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft MZ-H-Multizone heating)
Glass/Floor Area: 0.17
Total as -built points: 32706 PASSTotalbasepoints: 35723
hereby certify that the plans and specifications covered
by this calculation are in complia a with the Florida
Energy Code.
PREPARED BY:
DATE:
I hereby certify that this building, a si ned, is in
compliance with the Florida ode.
OWNER/AGENT:
DATE:------------- Z -
n_ EnergyGauge®(Ve
Review of the plans and F00flx ,
specifications covered by this tio= , o
calculation indicates compliance y`„
4' •°'':
with the Florida Energy Code.
Before construction is completed o
this building will be inspected for
compliance with Section 553.908 rl, et
Florida Statutes. COD `
BUILDING OFFICIAL;
DATE:
t
I wulI. rLf\1'Qu vJ.c1
FORM 60OA-2001
41
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
GLASS TYPES I18XConditionedXBSPM = Points Overhang
Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points
18 2427.0 25.78 11262.3 Single, Clear NE 1.0 4.2 7.0 43.65 0.93 283.4
Single, Clear NW 10.0 6.2 32.0 37.74 0.58 700.5
Single, Clear SE 9.0 13.0 8.0 56.64 0.59 266.5
Single, Clear NW 10.0 9.0 72.0 37.74 0.63 1709.9
Single, Clear SE 9.0 13.0 24.0 56.64 0.59 799.5
Single, Clear SW 5.0 11.0 39.0 52.82 0.72 1492.8
Single, Clear SE 1.0 7.5 19.0 56.64 0.99 1067.8
Single, Clear E 3.0 11.0 19.0 59.31 0.90 1017.4
Single, Clear SE 1.0 10.0 39.0 56.64 1.00 2207.9
Single, Clear SW 1.0 16.2 16.0 52.82 1.00 844.0
Single, Clear SW 1.0 5.2 19.0 52.82 0.95 950.1
Single, Clear NW 1.0 6.2 24.0 37.74 0.98 884.1
Single, Clear NE 26.0 9.0 48.0 43.65 0.45 933.0
Single, Clear SE 1.0 3.7 8.0 56.64 0.87 394.6
Single, Clear SW 1.0 6.0 30.0 52.82 0.96 1525.5
As -Built Total: 404.0 15077.0
WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points
Adjacent 262.0 0.70 183.4 Concrete, Int Insul, Exterior 4.2 1694.0 1.16 1965.0
Exterior 2336.0 1.90 4438.4 Frame, Wood, Adjacent 11.0 262.0 0.70 183.4
Frame, Wood, Exterior 11.0 642.0 1.90 1219.8
Base Total: 2598.0 4621.8 As -Built Total: 2598.0 3368.2
DOOR TYPES Area X BSPM Points Type Area X SPM Points
Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8
Exterior 0.0 0.00 0.0
Base Total: 18.0 28.8 As -Built Total: 18.0 28.8
CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points
Under Attic 2186.0 2.13 4656.2 Under Attic 30.0 2186.0 2.13 X 1.00 4656.2
Base Total: 2186.0 4656.2 As -Built Total: 2186.0 4656.2
FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points
Slab 234.0(p) 31.8 7441.2 Slab -On -Grade Edge Insulation 0.0 234.0(p 31.90 7464.6
Raised 0.0 0.00 0.0
Base Total: 7441.2 As -Built Total: 234.0 7464.E
EnergyGauge® DCA Form 60OA-2001 EnergyGaugena/FlaRES'2001 FLRCSB v3.2
FORM 60OA-2001
ILI
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
INFILTRATION Area X BSPM Points Area X SPM Points
2427.0 14.31 34730.4 2427.0 14.31 34730.4
Summer Base Points: 47858.2 Summer As -Built Points: 50396.0
Total Summer X System = Cooling Total X Cap X Duct X System X Credit Cooling
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
DM x DSM x AHU)
50396.0 0.636 1.087 x 1.150 x 1.00) 0.284 0.950 10281.3
50396.0 0.364 1.087 x 1.150 x 0.90) 0.275 0.950 5685.5
47858.2 0.4266 20416.3 50396.0 1.00 1.188 0.281 0.950 15962.9
EnergyGaugeT" DCA Form 60OA-2001 EnergyGaugeStRaRES'2001 FLRCSB v3.2
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
GLASS TYPES
18 X Conditioned X BWPM = Points Overhang
Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Points
18 2427.0 5.86 2560.0 Single, Clear NE 1.0 4.2 7.0 12.00 1.00 84.0
Single, Clear NMI 10.0 6.2 32.0 12.23 0.99 387.5
Single, Clear SE 9.0 13.0 8.0 8.34 1.31 87.4
Single, Clear NM/ 10.0 9.0 72.0 12.23 0.99 873.2
Single, Clear SE 9.0 13.0 24.0 8.34 1.31 262.3
Single, Clear SW 5.0 11.0 39.0 9.22 1.11 398.9
Single, Clear SE 1.0 7.5 19.0 8.34 1.01 160.4
Single, Clear E 3.0 11.0 19.0 9.96 1.02 193.2
Single, Clear SE 1.0 10.0 39.0 8.34 1.01 327.9
Single, Clear SW 1.0 16.2 16.0 9.22 1.00 147.7
Single, Clear SW 1.0 5.2 19.0 9.22 1.02 177.9
Single, Clear NMI 1.0 6.2 24.0 12.23 1.00 293.0
Single, Clear NE 26.0 9.0 48.0 12.00 1.00 576.0
Single, Clear SE 1.0 3.7 8.0 8.34 1.06 70.6
Single, Clear SW 1.0 6.0 30.0 9.22 1.01 279.6
As -Built Total: 404.0 4319.6
WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points
Adjacent 262.0 1.80 471.6 Concrete, Int Insul, Exterior 4.2 1694.0 3.26 5522.4
Exterior 2336.0 2.00 4672.0 Frame, Wood, Adjacent 11.0 262.0 1.80 471.6
Frame, Wood, Exterior 11.0 642.0 2.00 1284.0
Base Total: 2598.0 5143.6 As -Built Total: 2598.0 7278.0
DOOR TYPES Area X BWPM Points Type Area X WPM Points
Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0
Exterior 0.0 0.00 0.0
Base Total: 18.0 72.0 As -Built Total: 18.0 72.0
CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points
Under Attic 2186.0 0.64 1399.0 Under Attic 30.0 2186.0 0.64 X 1.00 1399.0
Base Total: 2186.0 1399.0 As -Built Total: 2186.0 1399.0
FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points
Slab 234.0(p) 1.9 444.6 Slab -On -Grade Edge Insulation 0.0 234.0(p 2.50 585.0
Raised 0.0 0.00 0.0
Base Total: 444.6 As -Built Total: 234.0 585.0
EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2
FORM 60OA-2001
r
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
I ADDRESS: , , , PERMIT #: I
BASE AS -BUILT
INFILTRATION Area X BWPM Points Area X WPM Points
2427.0 -0.28 679.6 2427.0 0.28 679.6
Winter Base Points: 8050.5 Winter As -Built Points: 12974.1
Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
DM x DSM x AHU)
12974.1 0.636 1.078 x 1.160 x 1.00) 0.402 0.950 3780.7
12974.1 0.364 1.078 x 1.160 x 0.92) 0.464 0.950 2498.4
8050.5 0.6274 5050.9 12974.1 1.00 1.200 0.422 0.950 6248.5
EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2
FORM 60OA-2001
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #: I
BASE AS -BUILT
WATER HEATING
Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total
Bedrooms Volume Bedrooms Ratio Multiplier
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
20416 5051 10256 35723 115963 6249 10495 32706
PASS EnergyGauge"'
DCA Forth 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB V3.2
FORM 60OA-2001
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #: I
ICA_94 WC11 TOATInIJ RentIrTlnM CnMPLIANICF CHECKLIST
COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK
Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area .5 cfm/s .ft. door area.
Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa
foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility
penetrations; between wall panels & top/bottom plates; between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends
from and is sealed to the foundation to the top plate.
Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members.
EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed
to the perimeter, penetrations and seams.
Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chas
soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat
attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is
installed that is sealed at the perimeter, at penetrations and seams.
Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a
sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from
conditioned space, tested.
Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors.
Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP
have combustion air.
e r.re. aY.. _• L_ --A— d L... -11 -'.A c 1
COMPONENTS SECTION REQUIREMENTS CHECK
Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit
breaker electric or cutoff as must be provided. External or built-in heat trap required.
Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools
must have a pump timer. Gas spa & pool heaters must have a minimum thermal
efficient of 78%.
Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG.
Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically
attached, sealed, insulated, and installed in accordance with the criteria of Section 610.
Ducts in unconditioned attics: R-6 min. insulation.
HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system.
Insulation 604.1. 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. ilCommonceiling & floors R-11.
EnergyGauge7" DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 85.0
The higher the score, the more efficient the home.
1. New construction or existing New - 12. Cooling systems
2. Single family or multi -family Single family - a. Central Unit Cap: 42.0 kBtu/hr -
3. Number of units, if multi -family 1 - SEER: 12.00 -
4. Number of Bedrooms 4 - b. Central Unit Cap: 24.0 kBtu/hr -
5. Is this a worst case? Yes - SEER: 12.40
6. Conditioned floor area (ft') 2427 ft' c. N/A
7. Glass area & type
a. Clear - single pane 404.0 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 ft' - HSPF: 8.50 -
d. Tintlother SHGC - double pane 0.0 ft' b. Electric Heat Pump Cap: 24.0 kBtu/hr -
8. Floor types HSPF: 7.35 -
a. Slab -On -Grade Edge Insulation R=0.0, 234.0(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, 1694.0 ft' - EF: 0.86 -
b. Frame, Wood, Adjacent R=11.0, 262.0 ft' - b. N/A
c. Frame, Wood, Exterior R=11.0, 642.0 ft' -
d. N/A c. Conservation credits
e N/A HR-Heat recovery, Solar
10. Ceiling types DHP-Dedicated heat pump)
a. Under Attic R=30.0, 2186.0 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. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 It 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) ojgItE Sri
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features. `'
rr _'•'`"
Builder Signature: Date: 0
e
Address of New Home: City/FL Zip: C0
NOTE: The home's estimated energy performance score is only available through the FLARES computer program.
This is_.t)1 a Building Energy Rating. /fyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStar `!designation),
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)
RIGHT-J LOAD AND EQUIPMENT SUMMARY
Entire House
D 2044DELAIRHEATING,AIR CONDITIONING,R Job: BECKFOR11.30.01
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
P IF • •IF m a I i•
For: MORRISON HOMES
Notes: w/BONUS RM & BATH 383sf
Design
Weather: Orlando AP, FL, US
Winter) Design Conditions Summer Design Conditions
Outside db 38 OF
70 OF
Outside db
Inside db
93
75
OF
OFInsidedb
Design TD 32 OF Design TggD 18 OF
Rellative iumidity 50
Moisture difference 43 gr/lb
Heating Summary Sensible Cooling Equipment Load Sizing
Building heat loss 48223 Btuh
0
Structure
Ventilation
37013
1485
Btuh
BtuhVentilationair
Ventilation air loss
cfm
0 Btuh Design temperature swing 3.0 OF
Design heat load 48223 Btuh Rate/swingamultiplier 0.98
Infiltration Total sens. equip. load 37728 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality
Fireplaces
Average
0 Internal gains 1840 Btuh
Ventilation 2212 Btuh
Area (ft2)
Heating Cooling
2427 2427
Infiltration
Total latent equip. load
4630
8682
Btuh
Btuh
Volume (ft3)
Air Changes/hour
23504 23504
0.70 0.40 Total equipment load 46409 Btuh
Equiv. AVF (cfm) 275 157
Heating Equipment Summary Cooling Equipment Summary
Make n/a Make n/a
Trade n/a Trade n/a
n/a n/a
Efficiency
Heating input
n/a
n/a
Efficiency
Sensible cooling
n/a
0 Btuh
Heating output 0 Btuh
0 OF
Latent cooling
Total cooling
0
0
Btuh
BtuhHeatintemprise
Actual eating fan 0 cfm Actual cooling fan 0 cfm
Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.000 cfm/Btuh
Space thermostat n/a Load sensible heat ratio 0 %
Boldltalle values have been manually overridden
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
wr14gphtsoft Right -Suite Resldentlal*" 5.0.64 RSR26014 2001-Nov-30 16:46:44 4=
k E:tFllestrnorrlsonl3ECKFORD\2044BB\2044BB.rsr Page
1
RIGHT-J CALCULATION PROCEDURES A, B, C, D
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: BECKFORD 2044011.30.01
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
Procedure A - Winter Infiltration HTM Calculation`
1. Winter infiltration AVF
0.70 ach x 23504 W
2. Winter infiltration load
1.1 x275 cfm x 32
3. Winter infiltration HTM
9672 Btuh / 422 ft2
x 0.0167 =
Isolated zones =
Total =
OF Winter TD =
Total window =
and door area
Procedure B - Summer Infiltration HTM Calculation
1. Summer infiltration AVF
0.40 ach x 23504 ft3
2. Summer infiltration load
1.1 x157 cfm x 18
3. Summer infiltration HTM
3109 Btuh / 422 ft2
x 0.0167 =
Isolated zones =
Total =
OF Summer TD =
Total window =
and door area
275 cfm
0 cfm
275 cfm
9672 Btuh
22.9 Btuh/ft2
157 cfm
0 cfm
157 cfm
3109 Btuh
7.4 Btuh/ft2
Procedure C - Latent Infiltration Gain
0.68 x43 gr/lb moist.diff. x 157 cfm = 4630 Btuh
Procedure D - Equipment Sizing Loads
1. Sensible sizing load
Sensible ventilation load
1.1 x 75 cfm vent. x 18 OF Summer TD = 1485 Btuh
Sensible load for structure (Line 19) + 37013 Btuh
Sum of ventilation and structure loads = 38498 Btuh
Rating and temperature swing multiplier x 0.98
37728 BtuhEquipmentsizingload - sensible
2. Latent sizing load
Latent ventilation load
0.68 x 75 cfm vent. x 43 gr/lb moist.diff. = 2212 Btuh
Internal loads = 230 Btuh x 8 people + 1840 Btuh
Infiltration load from Procedure C + 4630 Btuh
Equipment sizing load - latent = 8682 Btuh
Construction Quality is: a No. of Fireplaces is: 0
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
wr ghtsoft Rlght-Suite Resldentlal* 5.0.64 RSR26014 2001-Nov-30 1 :46:44
Page 1
ACCK E:TilesUnomson\BECKFORDt2044BB\2044BB.rsr
RIGHT-J WORKSHEET
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: BECKFORD 2044 11.30.01
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
1
MANUAL J: 7th Ed.
Name of room Entire House ZONE 1 ZONE 2
85.0 ft
2 Length of exposed wall 319.0 ft 234.0 ft
3
4
Room dimensions
Ceiings Condit. Option 9.7 ft heat/cool d 10.0 ftd o 8.0 ft d o TYPE
OF I CS HTM Area Load (Btuh) Area Load (Btuh) Htg
CIg Area
ft')
Load (
Btuh) Htg
Clg Area
Htg
Gig EXPOSURE
NO. Htg I Gig ft') Htg Gig ft') I I 5
Gross a 14B 4.6 2.1 2060 280
0 Exposed
b 13 3.2 1.2 280 0
680 walls
and c 12 2.9 1.9 680 partitions
d 0.0 0.0 0 0
0 f0.
0 0.0 0 0 6
Windows and a 1C 37.0 260 9610 222 8205 38 0
1404
0
glass
doors b 8C 37.0 120 4435 120 240
4435
920
0 Heating
c 9C 38.7 24 0
929
0
0 d
0.0 0
0 0 0 f
0.0 7
Windows and North 25.9 61 1592 56 1425 7210
6
0
167
0
glass
doors NE/NW E/
W 39.
4 54.
4 183
19....
7210
1034
183
19
1034 0 0 Cooling
SE/
SW 54.1 141 7601 108 5132 32 2470 0
South
0.0 0 0 0
0
0
0
0
0
0
0 Horz
0.0 0 8
Other doors a 11 18.9 12.7 18 340 229 18 340 229 0
0
0
0
0
0
0
b
11 1 18.9 12.7 0 0 0 0 0
0
0
0 0 0 0 c
0.0 0.0 0 0 0 9
Net a 14B 4.6 2.1 1694 7806 3488 1694 7806 3488 0 0 0
0
0
exposed
b 13C 3.2 1.2 262 825 307 262 0
825
0
307
0
0
642
1849 1248 walls
and c 12C 2.9 1.9 642 0
1849
0
1248
0
0 0 0 0 0 0 partitions
d 0.0 0.
0 0.
0 0.
0 0 0 0 0 0 0 0 0 0 e
f
0.0 0.0 0 0 0 0 0 0 0 0 0 10
Ceilings a 16C 1.1 1.4 2186 2308 3030 1772 1871 2456 414 437 0
574
0
b
0.0 0.0 0 0 0 0
0
0
0
0
0
0
0
0
0 0 c
d
0.
0 0.
0 0.
0 0.
0 0
0
0
0
0 0 0 0 0 0 0 e
0.0 0.0 0 0 0 0 0 0
0
0
0
0
0
0
0
0
f
0.0 0.0 0 0 0 0 11
Floors a 22A 25.9 0.0 234 6065 0 234 6065 0 0 0
0
0
0
0
Note:
room b 0.0 0.
0 0.
0 0.
0 0
0
0
0
0
0
0
0
0
0
0
0
0 0 0 perimeter
Is
displ. c
d
0.0 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 0 floors)
f 0.0 0.0 12
Infiltration a 22.9 7.4 422 9672 3109 384 8801 2829 38 871 280 13
Subtotal loss=6+8..+11+12 43839 39278 4562 0
Less
external heating 0 0 14
Less
transfer Duct
loss 10 ° 4384 10° 3928 10° 456 15
Total loss = 13+14 48223 43206 S018 16
Int. gains: People @ 300 8 2
2400
2400
6
2
1800
2400
2
0
600
0
17
App.
@ 1200 Subtot
RSH gain=7+8..+12+16 33648 28310 5338 0
Less
external cooling 0 0
0
0
0 18
Less
transfer Duct
gain 100 3365 10°-- 2831 10° 534 19
Total RSH gain=(17+18)-PLF 1.00 37013 1.00 1400
31140
1400
1.
00 800
5872
800
20
Air required (cfm) 2200 2200 Printout
certified by ACCA to meet all requirements of Manual J 7th Ed. WrrrghtsOft
Right -Suite Residential*" 5.0.64 RSR26014 2001-Nov-30 16:46:44 CCP.
E:\FIleslmorrison\BECKFORD\2044BB\2044BB.rsr Page
1
RIGHT-J WINDOW DATA
i
DEL AIR HEATING,AIR CONDITIONING,R Job: BECKFORD 2044
11.30.01
10g COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
W S
N K
D Y
W
D W
I A
R L
L
G
L
A
Z
L S S O N A S
O T H V G N H
W R A H L G C
E M D G Z L O
O
V
R
X
O
V
R
Y
W
H
G
T
C
H
T
M
W
N
A
R
S
H
A
R
LAUN.
a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 3.2 39.4 7.0 0.0
KITCHEN
NOOK
a n nw a c n 1 0 d 1 1 90 1.0 10.0 1.0 5.2 39.4 32.0 0.0
GREAT/FOYER
a n se a c n 0 n 1 1 90 1.0 9.0 5.0 8.0 76.4 8.0 8.0
b n nw a c n 0 d 1 1 90 1.0 10.0 1.0 8.0 39.4 72.0 0.0
c n se a c n 0 n 1 1 90 1.0 9.0 5.0 8.0 76.4 24.0 24.0
DINING
a n sw a c n 0 d 1 1 90 1.0 5.0 5.0 6.0 47.4 39.0 20.5
DEN/BDRM4
a n se a c n 0 d 1 1 90 1.0 1.0 1.5 6.0 47.4 19.0 0.4
a n e a c n 0 d 1 1 90 1.0 3.0 5.0 6.0 54.4 19.0 0.0
BDRM3
a n se a c n 0 d 1 1 90 1.0 1.0 4.0 6.0 47.4 39.0 0.0
BDRM2
a n sw a c n 0 d 1 1 90 1.0 1.0 11.0 5.2 47.4 16.0 0.0
BTH2
WIC
M.BTH
a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 4.2 47.4 19.0 2.9
wnghtsoft Rlght-Suite Residential"' 5.0.64 RSR26014 2001-Nov-30 16:46:44
Page 1
A`CA E:\FIIesMorrison\BECKFORDt2044BB\2044BB.rsr
MBR
a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.2 39.4 24.0 0.0
b n ne a c n 0 d 1 1 90 1.0 26.0 1.0 8.0 39.4 48.0 0.0
BONUS
a n se c c n 0 n 1 1 90 1.0 1.0 1.0 2.7 76.4 8.0 1.9
a n sw c c n 0 n 1 1 90 1.0 1.0 1.0 5.0 ' 76.4 30.0 3.8
BATH3
wr ghtsoft Right -Suite Residential^' 5.0.64 RSR26014 2001-Nov-30 16:46:44
MCA
Page 2
E:Tilesknorrison\BECKFORD\2044BB\2044BB.rsr
Must ho,
1• Y
3' bath duct MASTER
to oaf cop F]FpR001"I
ton `sbY+' k3
0
O tl
14.8 I.cd - - - - - -
J
75 223
I•. I
8.4I.c,• 9'
RAN Q 2 >i i•
both duct 10 tTC to
rapt Cap fan-
IlphtAD y 12'
14.14 rap I U a
Imillmaaaaa a 151'
121
l00
uc
bathdtto
r_. C. 3
1
I an
I IO.
IO i.Ctl W
I
160 11 rO
cd_ 7• z m
B..
1 S7.
6•
O_ BV. I'
I jIOa 0rap ' N N 1 7'
7• -: j
ID.10 ..Cd j ll.l W f O0
10.
6IdgdaI
I I I160I A/
C 1 1
I l p.D p M 4• 1 .
1 rag I 16 10.6
gd 03 6• Ii
1 91 9 - __
1
no
12.1op / 1 Q/7. m
7•
2.12
r. V v
11 I 0 12.6
I.cd 12.6I I.cd I.0
163 I t I I ODI i
Z 10.rld
1 .6 1 O i e
i O
31 1 6• ye, .
all
Cop FN7'Qy
t — ------ s 3 II
W
3OXIO
rapIs.,., Q
O t-----' i?' ' N Z W
Li Li Scala
a/
B'•1'0' N p O
L ' 0
Y
Q o Q'
13 TOM
V/101(V @240V IPh w U a 10.
13
pen 24.14
ad Q W
m 06
t pl.
tfor.
by O ad,_
Rating
N
m
a x
lL .. ,. >_ Z Z F
Q CO IL
J (n 0 0 e aNnlnunclearanceof4Inchesaroundthea]r handler per the Stote Energy code. 611 duct has on r 6 Insulation value
r
A
1i.16 rap
v
70 ' 3' bath duct
bo/ cap
1fan
12.12 ..cd a — it .
365
IIII
J
1I
to* M
Oi
2.12 .Kd
v III
N
M
O66C= D w
0E AL ac.
le 1/8*-1.0• A I IV' 2.
0 tan ./SM. t2fov Iph r Ia.
lO pen O1"
p.
tfo•w by bldr
Must
have a nlnlr m clearance of 4 Inches around the air handler nor the State Envrgy Code. All duct has an r-6 Insulation value. V)
Z
LJ
0 M
AV)
0
N0
LL
Q m
p
Qi 0
0 U
V) F— z
RatingOy
m W >
z Q
F— ao F— Q O-
1 O O Q cr m
EL J (n 0 a
4
ONE BY WOOD —
BUCK BY OTHERS
CAULK BET:WINDOW•--N
FLANGE k Y,0O BOCKBU\
CONCRETE OR
MASONRY OPENING
BY OTHERS
EXTERIOR
FINISH
BY OTHERS
PERIMETER CAULK
BY OTHERS /
FLANGE TYPE J
WINDOW FRAME
HEADER
EE))Bl4B
WINDOWHEIGHT
FLANGE TYPE
SILLFRAMEStu
PERIMETER CAULK-\
BY OTHERS
SHIP AS REO•D
SEE NOTES)
INSTALLATION ANCHOR
3/16' OIA. TAPCON
SHOWN
CAULK BETWEEN
WOOD BUO( k
MASONRY OPENING
BY 07KERS
1 1/4' MIN.
EMBEDMENT
1/4' SHIM.
SPACE MAX
BUCK WIDTH
1/4' SHIM
FLANGE TYPE SPACE MAY.
WINDOW FRAME
JAMB
ONE BY WOOD
BUCK BY OTHERS
I11/4- MIN.
rI EMBEDMENT
SHIM AS REO'D
y (SEE NOTES)
G I \ CONCRETE
OR MASONRY
OPENING
BY OTHERS
b INSTALLATION
ANCHOR
3/16' DIA
TAPCON SHOWN
PERIMETER CAULK
BY OTHERS
CAULK BETWEEN
WOOD BUCK k
WINDOW WIDTH MASY OPENING
BY OTHERS
EXTERIOR CAI nK BETWEEN EXTERIOR
WINDOW FLAN FINISH
WOOD BUCK BY OTHERS
SECTION 2
WINDOW
WTH.
A B C
D E
j/ K 2
WINDOW
HGT. F G
Q
H
o d
CAULK BETWEEN WINDOW FLANGE
k PRECISE SILL WITH VULKEM
PRECASR SILL 11e CAULKCAf OR
BY OTHERS APPROVED EQUAL
SECTION 1
1) SHM AS REO'0. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX.
ALLOWABLE SHIM STACK TO BE 1/4'.
2) WINDOW ERAME MATERIAL: ALUMINUM ALLOY 6063.
3) USE LATEX CAUL( BEHIND WINDOW FIANCE AT HEAD A,JAUBS SLL MUST BE
ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL
4) APPUCATION OF YULIM 116 ADHESIVE CA" AT FRAME SILL MUST COMPLY WITH SEALANT
MANUFACTUREIVS RECOMMENDATIONS.
5) USE LATEX CAW( FOR PERIMETER SEAL AROUND E7(TERIOR OF WINDOW FLANGE.
5) CLASS THICKNESS WAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHMIS.
SINGE GLAZING IS SHOWN. INSULATING CLASS IS ALSO Q1ML110.
7) GENERAL ALUMINUM'S 1440 SERIES SWCLE HUNC IS SHOWN. THIS PRINT ALSO APPLES TO
THE 1540 INSILAMNG CLASS SINGLE HUNG SERIES-
BUG)(
HEIGHT
Su STOOL
BY OTHERS
1 !J
ELEVATION
VIEWED FROM EXTERIOR
1s14 1 :'
R.>.4 Em W E
C.DiT'FLAL FLIJEUDA B.O.A.F. a4l
bUJilWkCrURER NA al
C9WERA1 & Ur4IAJ UL
iv A cTRu RTT .F #
COMPARATIVE ANALYST ON CHART
CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR
SIZE INCHES CAPACITY IN PSF LOCATIONS
SIZE WOTK"C(T EXTEROR INTERIOR HEAD imms
12 11 1/a X 21 11 99 B F.c
13 11 1/1 X A >1. 7e 78 a F,cF,G
t4 19 1/. x SD SA 51 5954 a
F,G
1444 1f 1/1 X 54 SA 54
52
B
F.G14+5 U 1/9 X 55 5A 52
45 B F,C
1511 11 '/1 X as
11 x n 43w 40rC
JR2InXH3261nX 3e 3A 51 51 aB F.0
IH4 7f 1/7 X 50 M 44 H B F,Of,GIN4+4 2{ 1/7 x S, *A 42 4241 B
F,G
1H445 2f 1/7 x 55 so 41
w Ba F,GINS25toX53
2/ x 72 w40 w ais
30 1/2 X 26 56 B CF,C3OX330 ,/2 X 31 3A a4 44 Ba F,C
3OX43X4+4 30 1/1 % 50 1/1
0 In X >, 1/1
4040
w 40 B F,CF,c3Ox44530 ,/7 x 55 1A 40 40 BB r,C30K5301AXf34040
4 4022
23 37 x 33 3/9 5140 40 e F,G
24 37 X 50 V1 4040 B F,G
24+4 37 X 54 5A 4040 B F.0F.0
24+5 37 X 53 S/1 ww 4040 BB F,CJLI
2520 37 X 93
37Xn 40 w FC
4a2fAsm x {
48 x 3e 3/9 4e40 49
40 BB GF,G
4150 4e X 50 3A w w a F.G
46444 4a IT 54 W5 40 w B F.G.HJ
454+5 48 x 55 AA 40 40a F,C.w
F,C,FU48634ax93wwB
32 I/1 X 6 45 U a i,G
33 53 1/1 X y 3/1 w 40 B F,0
34 53 1/1 x 5o SA w 40 a r,G,1L1
34+4 53 1/7 X S, VI w w B F.GJU
53 /1 x 55 M w w B f
WU303,+5 t
5 S] to Y f3 w w a i,GH,I
S] 1 x 72 w w B i 1
mm
Or TES Di DESIGN LOAD APPLES. POSITIVE D SOR1) W4ERE WATER RESISTANCE TEST REQUIREMENT
TO WATERLOADSw,LL BE UNITED 10 w.0 PS< DUE TO wATIJi ZEST PRESSURE Di 6.0 PST AWEVFD IN TEST.
2) INSTALLATION: FLANGE FRAME VRNDOW IN CONCRETE OR MASONRY OPENING USE 3/16' DIA TAPCON
ANCHORS Or SUFFXXNT UENCTH TO PROVIDE MIN. 1-1/4' EMBEDMENT INTO SUBSTRATE AT LOCATIONS
SHOWN ON CHART.
3) SEE ELEVATION FOR KEY TO TAPOON LOCATIONS
4) INSTALL i0 SCREWSOE SUEEICEHT LENGTH TO RROWDE 3/4' MIN. EMBEDUENI INTO WOOD BUCK AT
INSTALLATION HOLESAllO7WAACTORYAPPLIED
5) IF EXACT WINDOW SIZE IS NOT LISTED W ANCHOR CHART. USE AN04OR QUANTITY USTED TAT14 NEXT
LARGER SIR. FOR THE APPROPRIATE DESIGN PRESSURE REOD-
10)1 W. 0_t7 NHL • Cor awk T1 75M • to M4 111022 • Doa-k 13 A511
04A210 IOI
ASSEMBLY DRAWING
SERIES 1440/1540 ML SINGLE HUNG WINDOW
W
88_
W
BSIRE[ srNIeWsoN10 26 Ot
PIQ Nm 1,. NIOQIL7 TEO1 ouxI cc". 25o IIrIL111 nc1 PLR_ SLUE 270. w,—to,. rto O 32741 Molt 4o7 w5-cm:
Bur By1SON WOODUC\ BK tr MASONRY
OPENING BY OTHERS
ONE eY WOOD
BUCK BT OTHERS
CAULK BETWEENOOWRANGE
k WOOD BUCK
1/7
STuttOJ
BY OTHERS
i PERIMETER CAULK J
BY OTHERS
RAZwG
WINDOWHEIGHT ExTER10R
i
I
I
PERPxCICfl CAULK
BY OTHERS
0
4
INSTALLATION ANCHOR
3/16" OIA IAPCON
BUCK WIDTH A
SHIMM SPACE
SHIN AS RED
ONCREIE OR
SO IT OPENING
SEE NOTES) 1.... I
n
EMBEDMENT
BY OTHERS 1
SwM AS REDO
SCC
FLANGE TYPEWINDOWCRAu(
WINg Q
CAULK BETWEEN
NOTES) WOOD BUCK &
4 S'Y OPENING
BY OTHERS
RAZING
IN$I1L•11DN ANCHOR
I/a- MIN
EMBEDMENT 3/I6" pA 7APCON
4
1 MAx ONE BY —
HIT SPADE
BTi RIDR /
STUCK BY OTHERS
CAULK BETWEEN
PERIMETER CAULK WINDOW FLANG(
BY OTHERS WOOD BUCK
TE
WINDOW WIDTH
OR IJA OORuRr OPENING
FLANGE
TYPE BY
OTHERS WINDOW,
FRAME SECTION 2 sTVCCO II
OTHERS n
COMPARAT"
T ANALYSIS'[ TAPCON ANCHOR LOCATION CHART WINDOW
DESIGN PRESSURE 1APCOII ANCHOR SIZE
INCHES CAPACITY IN PSF LOCATIONS n10Tw/
IAIp1T I TEMOR NTERICR HEAD JAMBS 1
Z EO 0 5e D,C f.G 12
72 0 56 C Olf.G 16
A 16 0 106 ZL
A 16 40 69 B N,I 2.
X Z. 0 55 AS F,G Z•
A 30 0 5 A,B r.G Z.
X Si 0 AO A B r,p 2.
X .6 AO 0 B D,C f,G 21
A 60 0 10 Al O.[ F,G 11
x 71 40 0 A,e IT .G 32
X .e 0 0 A B D.E.F. r 0F,0 36
x 2. 0 0 A B O.E,F,G 76
X Ae 0 AO A,B O.[I,G 36
A 72 0 40 B D.0 F,G 6
ZA 0 B DIf e
X .e 0 0 0A,Be o.E.F,c e
x 60 0 0 A O C F.G 6.
A 2. AO 0 A. r.c 72
X SO AO 0 A.B r.G 72
X 60 40 0 A.B 73
x 16 O 0 A.B HJ ADER
CENTRAL FLORMA B. O. A. F. SUCK
WINDOW E,
GHT NTH MEMANUFACTURER NA: EIGH 6EIJCRPA- ALJMINUM
A C
3 GENERAL NOTES
MAS 1 I R FME # 1) SHIM
AS REO-D. Al EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAx µLOwABLE SHIM STACK
TO BE 1/. D L
Z) WINDOW FRAME MATERIAL. ALUMINUM ALLOY 6063 RANGE TYPE '
3) USE
LATEX CAULK BEHIND WINDOW FLANGE At HEAD k JAMBS SILL MUST BE ATTACHED 10 WINDOW FRAME
7HC SUBSTRATE
WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EOUAL S .) APPLICATgN
OF VULNIM 116 ADHESM CAULK AT MAMIE SILL MUST COMPLY WITH SEALANT L MANUFACTURER'
S RECOMMENDATIONS. 5) USE
LAIEx CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF —DD. FLANGE 6) GLASS
THICKNESS MAY VARY PER IHE REQUIREMENTS OF ASIM E13W GLASS CHARTS 7) WHERE
WA TER RESISTANCE TEST REOUIRCMCN7 OF 15% Or DESIGN LOAD APPLIES. POSITIVE DESIGN WINDOW LOADS
WILL BE UMITED t0 .00 PSF DUE 10 WATER TES'. PRESSURE Of 60 PSF ACHIEVED IN TEST H I
e) INSTALLATION FLANGE rRAME WwWw IN CONCRETE OR MASONRY OPENING USE 3/16" DIA op HOT. /
TAPCON ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MN 1-1/. EMBEDMENT INTO SUBSTRATE AI LOCATIONS
SHOWN ON CHART. 9) SEE
ELEVATION FOR KEY 10 TAPCON LOCATIONS to) INSIµL !`
SCREWS Or SUFFICIENT LENGTH TO PROVIDE 3/A" MIN EMBEDMENT NTo WOOD BUCK A7 ALL
OTHER FACIDRY APPLIED INSTALLATION HOLES IF FACTORY APPLIED HC"ES ARE NOT PRES(:.i e SCREWS
SHOULD BE PLACED AT MAX 6" fROM CORNERS i WAX Z•" OC II) If
EAACI WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR O7ANTI, LISTED WITH NEXT LAKER
SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REDD 17) GENERAL
1450 SERIFS PICTURE WINDOW IS SHOW THIS PRINT ALSO APPLIES 1: THE ISSG SERIES F Q
MARBLE
SILL
STDOL BY OTHERS
PRE—CAST
SAL CAULK BETWEEN WINDOW FLANGE BT OTHERS
k PRECAST SILL WITH WLKEM 116 ADHESIVE
CAULK OR APPROVED EOUAL
SECTION I
1 ELEVATION
VIEWED
FROM
EXTERIOR oATE IS.
M 1001 R.
Cralq ROC. • EarroMm. 11 )HOE • P.O. Bm snon • Dc0a7. PA.c
a7cA lo- INSTALLATION [•_TAIL
SERIES 1-
50/1550 F'-ANGE PW 8B N/
A L.. L••
cm,* PnT .
IAai• e.. [CIA - -- -
1-'n!O: B 1" GFNi--
SHE A IHING
BY 07HERS
INSIALAIION OR
SCREW SHOWH (7TP) —\
EXTERIORFINISH
BY OTHERS
PERIu [TER CAULK
6Y OTHERS
Jurl'
JFINTYPEWINDOW
FRAME HEADER
FXTER10R
1
FIN TYPE
WINDOW
FRAME SILL
PERIMETER CAULK
By OTHERS
0 SCREWINSTALATION
ANCHOR SHOW
IYP.) /
EXTERIOR J
rINISHBYDINERS /
SHEATHING J
BY OTHERS
CAULK BETWEEN FIN SHIM AS REO'D.
NY SHE ATING SEE NOTES)
MIN FUR IYPE
mNDOw fRAuEJAMBt
1-
IIEGMENT
BYDITTHHERS
Ee INS1ALAi1ON ANCHOR SCREW SHOWN (IYP,)
2 X w000
BY OTHERS
CAULI 'ET77EEN
SH A S & FIN
BY 0•. _45
1• 41N
EMBEDMENT
r
SHIM AS REO'D.
SEE NOTES) Is
SHEAIHING
BY 07HERS
WINDOW WIDTH EXTERIOR FINISH
BY OTHERS
E)(TERIOR
PERIMETER CAULK
BY OTHERS
NDOW SECTION 2
HEIGHT
WINDOW WTH.—may
ANCHOR (TTP )
O O 01 O
O
oloo
SILL STOOL
O 0
BY OTHERS 2.• O C /
MAX. (IYP.)
o D
EOUALLY SPACE
WINDOW ANCHORS (ITP.)
HGT.
0 O
O
EMBEDMENT
SECTION t
V
SHIM AS RCO'0.
SEE NOTES)
X WOOD
BY DINERS
CAULK BETWEEN
WINDOW FIN tr
SHEATHING
O
0
0 0 0 0 0 6' MAX (lYP )
7 (
TYP.)
ELEVATION
VIEWED FROM EXTERIOR
biAMUFj-,CTURER flAl E:
r A UAA.AIN,U
MASTER FELE # 3 —
COMPARATIVE ANALYSIS G ANCHOR CHART
WINDOW DESIGN PRESSURE NO OF /e SCREWS NO OF 0090 DIA NAILS
SIZE (INCHES) CAPACITY IN PSF REO'D. IN FRAME REO'D. IN FRAME
DIN/HEIGHT EXTERIOR INTERIOR HEAD SILL 0-EA JAMB HEAD SlL JOEA JAMB
16 a 30 109 109 2 2 2 2 2 3
16 A .0 e3 e3 2 2 3 2 2 3
16 X 50 53 63 2 2 3 2 2 3
A 2 3
20 X 30 66 66 2 2 2 7
20 A 4O 73 73 2 2 3 7 2
20 A 50 59 59 2 2 3 2 2
X60 2 2 1 2 2
2e a 30 57 57 2 2 7
2 32eA .0
2e A 50
52 526 22 22 33 22 16
7
30 A 30 52 2 2 2 7 7 7
30 : .0 9 29 2 2 3 2 2 3
30 X 50 3 3 2 2 3 2 2
X60 2 2 3 2 2
Se + 30 2
3e A 40 0 0 3 3 3 3 3 3
3e a 50 40 0 3 3 3 3 3
3 f 3 5
O A 30 0 0 2
30A .0 0 0 3 1 s3 340A500403333
3 S 5
1) SHIM AS REO'D. ADJACENI TO EACH INSTALLA710N ANCHOR WHIN LOAD BEARING SHIM MAT.
ALLOWABLE SHIM STACK TO BE 1/. .
2) _DOw rRAME MATERIAL ALUMINUM ALLOY 6063
3) USE LATE: CAULK BEHIND WINDOW SIN Al HEAD. SILL & JAu8S
USE LATEX CAULK FOR PERIMLIER SEAL AROUND EXTERIOR Or WINDOW FLANGE.
5) GLASS THICKNESS MAY VARY PER THE REOLRREuEHIS OF AS7M E1300 GLASS CHARTS SINGLE
GLAZING IS SHOWN. INSULATINGSULATG GLASS IS ALSO OUALILICD
6) WHERE WATER RESISTANCE TE51 REWIREMENI Or 151 Or DESIGN LOAD APPLES. P0911Vt DESIGN
LOADS WEL BE L-TED 10 400 PSF DUE 1D WATER TEST PRESSURE 01 AO PSF ACwCVED IN TEST.
7) INSTALLATION; rIN FRAME WINDOW 1N WOOD FRAME OPENING "TH 1W0 BY WOOD STUDS USING
0090 IN DNA NAIS OR Fe SCREWS Or SUFFICIENT LENGTH TO PROVIDE MIN I• LLOEDMEN7 INTO
SUBSTRATE
e) U EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUAN7ITY LISTED MIN
HEX7 LARGER SIZE.
9) GENERAL ALUMINUM'S 1140 SERQS SINGLE HUNG IS SHOWN THIS PRINT ALSO APPLIES TO THE 19.0
INSLR.AUNG GLASS 9NGLE HUNG SERIES
L
T001 W GaET R.d. • CeNmaL TL 75006 • R.0 b, 119072.0*1, Is 7521
p.i nYAAHo-
ASSEMBLY DRAWING
SERIES 1140/1940 TDL SINGLE HUNG WNDOw
p•• A• Cam. r• YHf
45, BB N/A
rap wR I.c .,,.a•
Lc. — I1/05i0t B G_N-0013
1' MIN
SKIT MING
EMIC DMEMT
3, OTHERS
C AULN BEHIND TIM
E%IERIERFINISH
11 OTHERS
BYRIMETER .I CRS [
AULK
I
CIN TYPE
WINDOW FRAME
HEADER
GLAZINGSCEHO1EST
E.IERIER
IFIN TYPEFRANCSIL
PCRIHEICI
BY OTHER
E.IERIE) FINISHBYOTHER'
CAULK IT
IMCA twIA_
tY OtHERs 9><
WIDTH0'—""0'
tY
1/•• SMIn SPA CE
1 % r ROOD
IY OItMCR$ SHIM MS RCO'D Ir 2 , vpppOtHERS
FIN I-E v1N00v
B IN17ALLA7 IDN fPAME JAn,
NCG $(REVANE
I' MIN
Swln $ RC D•D GLAZING Ntt On[NT
l$CE HOTC S)
111' "A.
WINDOWHEIGHT
2
N
WINDOW
K IGHi
L
EO' D.
SHIM SPACE
8 INSTALL•I ION
AHCNOR SCREW
2 , WOOD
I OTHERS
IERIDR
PERIMETER CAULK
BY OTHERS
B IN$TALLAT ION
E%fERIOR .
NCHOR SCITER
FINISH CAULK It FIN
31 OTHERS
SECTION 2 SHEATHING
IY DIHERS
COMPARATIVE ANALYSIS & ANCHOR CHART
WINJUW
DESIGNPRESSURE NO Or •8 SCREVS NO.Or 0099 DIA NA!LS
SIZE
t INCHES) CAPACITY IN PSF REWIRE0 IN FRAM COUIRED IN FRAM
vIDT-HEIGHT Ca TCRIOR INTERIOR HEAD L SILL P CA JA S HEAD L SILL CA J-1
20 . 30 D 0 2 2 22 2220 . .0
20 , 50 040 400 22 33 22 33
30 . 30 0 0 2
2 330 .0 0 0 2 33 2 330 % 50
0. 60
0 0 22 1 2
D % 0 o z
3 30 , .0 0 0 3 3
340 % 50
0 . 2 0 33 3
3
50 . 30 0 0 2
3
50 , 40
SD 50 040 00 33 33
50 . 60 0 0 3
71 TV 0
CENTRAL FLORIDADA B. O. A. F.
MANUFACTURER NAME:
CE1Q?R41 AJ Tl=j& upr
MASTER FQ,E #
I WHERE WATER RESISTANCE TEST REDUIRCMN7 (IF 15% OF DESIGN LOAD APPLIES.
POSIT VC DESIGN LOADS WILL BE LIMITED TO 400 PSF OUC TO WATER TEST
PRE S STORE OF 60 PSF ACHIEVED IN TEST.
23 IMSTAIIAIIb., FIN FRAME WINDOW IN WOOD FRAM OPENINGOV E HI TWO MBy WOOD
N
STUDS LTSIMG •B SCREWS OF SUFFICIENT LENGTH TO PROVIDE HIM. 1• Cntt pNEnt
MID SUBSTRATE OR 0099 IN DI/. NAILS.
3) IF E,AC7 vINOOW SI IE IS N07 LISTED IM ANCHOR CHART. USE OUAN7I77 LISTED
2
VIIN ME LARGER SIZE
SHIN AS RLO'D ADJACENT 70 EACH INSTALLATION ANCHW VI7H LOAD BEARING S in
COURTLY SPACE NA% ALLOWABLE SHIN S7ACK 10 BE 1/.'.
ANCHORS .T YPI ]) VIMDOv FRANC MATERIAL• ALUMINUM ALLOY 6063
6) USE LATE, CAULK BCHTMIT WINDOW FIN AT HEAD. SILL L JAMBS
71 USE LAIC, CAULK FOR PERIMETER SEAL AROUND C.I CRIER Or WINDOW FLANGE
81 GLASS THICKNESS NAY VARY PER REOUIRCMMTS Or AS IN C1300 GLASS CHARTS
SINGLE GLA ZIMG IS SHOWN, INSULATING GLASS ALSO DUALIr ICD
9) GENERAL ALU"NIIMS 1I00 SERIES PICTURE WINDOW IS SHOWN THIS PRINT ALSO APPLIES1019DOSERESPICIURCWINDOW. 6•
NA., 711P) 6'
MR. (TIP.) --r•-I j-------{
j--- ELEVATION
1
I 1 VIEWEDFROMEXTERIOR1001
Crosby Ed. • Corrdlul TIT 7500E • P 0. IL. 111022 • DdAL 111 75311 p.
rF4 N[ta1•r m• INSTALLATION
DETAIL SERIES
1100/1900 FIN PV BB
N/A Y•
7 Ir ...
cc. B• GEN00... .
CAULK BCIVECN—
WOOD IUCK a
HAS", OPENING
II OIKRS
CAULK IETVEEN WINDOW
rL•NGE a vp00 TUCK
FONCRC IC ORCSONIN4
Br OTHERS
CXrERiOR riNISN —
tY OTHERS
PCRIK 7ER CAULK
IT OTHERS
FLANGE TYPE-
nDOW FRAME
HEADER
WINDOV E11111100
HEIGHT
i
ONC 1+ WOOD
RUCK ST DINERS
INS I ALLATIOH ANCr R
7n6' III. YAVCON
SHIN AS PCO'D
SEE -0ItS)
nICDMENi
I
I/.• MA.
SHIN SPACC
SLA71G D TF.
SIC AOILU
RUC - ME IGnT
SHIN AS REO'D
USCG NO ES
rL_GE irPC
WINDOW FRAME
SILL
OK IT WOOD
RT OPERI1MERSTER CAULK 1O CQAT 1/.'
MAX T SHIN
SP•CC J EXTERIOR
FINISH iT
OIHER S I J
CAULKBEIW[
EN WINDOW 1-I/.• nln EMBEDMENT FLAK+[
LVODDKKKCONCRETEOR
INSTALLATION ANCHOR MASCMI T
CKIING 3/16' DIA 1APCD. 3,07KRS
CAULK BE
R WCCn WOOD BUSK L MASDRY OPENING
BY OTHERS SECTION 1
NOTES 1)
SHII.
AS REO'O AT EACH INSTALLATION ANCHOR USING LOAD P-EARRN;, SHIV TAM ALLON.ABLE
SHH. STACK TO BE N/•-. 2) —00.'
FR_E-TERUL' ALUNINU.N ALLOY 6063 3) USE
LATE. CAULK BEHIND N DOY FLANGE AT HEAD. S&L A JAVBS A) USE
LATEI CAULK FOR PERIVE7ER SEAL AROUND EXTERIOR Or wimDO A rLWc[. 51 GLASS
THICKNESS — VARY PER THE REOUIREyf"TS Or ASTU E1300 GL•SS CIURTS 61 DESIGNPRESSURECAPACITYOrVINDOVLINSALL•IION IS LIMITED 7C .00 Psr. 7) rot
INSIALLA710N Or rLAHGE FRAME WINDOWS IN CONCRETE OR IUSOME+ OPENING. USE lilc' DIA
7APCON TYPE •K.ORS D SurFIC IC nI LENGTH TO PROVIDE .IN I-1/.' EnBC DTENT
INTO SUBSTRATE PLACE AKNORS 6' MAX FROM CORNERS L 2.' OC MAX BETWEEN a,
BUILD
DOWN AROUND CURVED MR1ION ODO F VINV rRAHCTOIC ENGINT qrD IT OTHERS. BUILD DOWN MUST
RE Or SUrrICIC.N7 STRENGTH TO •DCDO•TELT 7RAHSrER LOAD FROM VINDOV TO THE
STRUCTURE 9) ELEVATIONS SHOW
COMMON CONFIGURATIONS IT IS NOT INTENDED TO L!•II USE Or THIS PRODUCT 70 THESE
TWO COWIGIFAIIDNS THIS SHEET APPLIES 7C ALL CDrIGURAI IONS THAT CAN BE
MANUFACTURED FPD, THE 1.5DII55I SERIES DESIGNER rl.[D VINODV rRAMING STSTCN. CENTRAL
FLORIDA B.
O.A.1F. MANUFACTURER NAME: MASTER
F # 1TER.
FTLLE # N2 WiNDOWWIDTHELEVATION
VIEWED FROM
EXTERIOR
e 1 n
7_ 71_
R- 111Ad OW HT MIN
SPACE
SHIN
AS REO'
D 1-1/.' HIM 1 E NOTES,
En3EDMEN1 FLANGE TYPC CAULK
BETWEEN WINDOW rRAK WOOD
BUCK a UANt HAS + OPENING
O IT OTHERS
4.7R411TI `INSTALLA71ON
ANCHOR SLE NOILSI O
3116' DIA IAPCON DE Ir WOOD
PC RIMETER CAULK
tI1CK tY DiKRi BY OTHERS EXTERIOR FINISH
CAULK BETWEEN
RT OTHERS
WINDOW FLANGE
WOOD BUCK
WDOV VIDIM
COKRETC OR
ASDNRY CPCNU+L SECTION
2 BY DTMERS
WINDOW HEIGHT
I 2
I -.-
WINDOW
WIDTH ELEVATION
VIEWED
FROM EXTERIOR
IDDI
r, Ci.L
T BD • Cwdl.L LS 7500E • P.o In 111012 • Ddm. 17 75311 INSTALLATION DRAWING ONE BY
BUCK SERIES 1450/1550 DESIGNER
PICTURE WINDO': P.r. 3+ =raCBL+
n l
N/
AC.
rvL v-
NO. r-
1Y20102
B I GEN
SHE- HwG
B, CD ER!
CAULK ei
E.TERIOR r
B, OTHERS
PERwE RR
CAULKB, OTHERS
FAN TYPEFRAMEHE
GLAZING (I
SEE NOTES
FAN TYPE - FRAME SILL /
RCw METER CAULK J
B, OTHERS /
p INSTALLATION
HCHOR SCREW (IYP )
EArER'OR FINISH
BY ETHERS
CALK BEHIND fw -
SHEATHING
B, OMERS
1L_ 11,ERS
INS TµL A F10N
KOR SCREW (FY )
SHIM AS REO')
SEE NOTES
f 1/.- A.
SHIM SPACE
T
INDOWHEIGHT
SHiu SPACE
SHIM AS REO'D
SEE NOTES
1' MIN — Z A FRAM G
EMBEDMENT B, OTHERS
SECTION 1
NOS:
1) DESIGN PRESSURE CA-ACITT OF WINDOW a RISTALL•TIGF IS 100 PSF
Z) INSIµLATION OF FIN FFIME WINDOW IN W'000 FRAME OPENING WITH TWO
pr NOOK SUDS. USING 0 CS9 IN C. NAILS PLACE 099 NMIS 6' FROM
CORNERS MAA f !' OC MA. BETWEEN
3) FOR INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPEMNC w tH
Two By WOOD STUDS. USING Fp SCREWS OF SUFFICIENT LENGTH TO
PROVIDE MIN I w EMBEDMENT INTO SUBSTRATE. PLSCE SCREWS 6' A.
FROM CORNERS 4 Z•- CC r . BETWEEN
K) SHIM AS RCO'D AD:ACE%T TO EACH INSTALLATION, ANCHOR WITH LOAD
BEARING SHIM MAA. ALLOW.&[ SHIM STACK TO BE 1/•-.
E) WINDDw rPAME MATERML ALUMINUM ALLOT rO63
61 USE LATE II CAULK BEHIND WINDOW FIN T HEAD. SILL h JAMBS
F) USE LAIE. CAULK FOR PERIMETER SCAR' AROUND CATCR.OR OF
WINDOW FLANGE
p) GLASS TH"NESS MAY VARY PER THE REOUIREMEWtS OF ASTM E1300
CLASS CHARTS
IT) BHRLD DOWN AROUND CURVED PORTION OF WIHDOW FRAME TO BE
ENGINEERED B, OTHERS MET DOWN MUST BE OF SUFFICIENT
STRENGTH TO ADEOUATELT TRANSFER LOAD FROM WINDOW TO THE
STRUCTURE.
10) ELEVATIONS SHOW COMMON CONFIGURATONS IT IS NOT INTENDED TO
LIMIT USE Of THIS PROOuCt TO THESE TWO CONFIGURATIONS, THIS
SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANuFAC1UREO
FROM THE 1100/1900 SERIES DESIGNER FLAEO PICTURE LwNDOw
11INfRAG SYSTEM
CENTRAL. - FLORIDA B. O. A. F.
MANUFACTURER NAME:
C '1=14 ER,jj, AJ /.M/e///M
MASTER 'FLLE # 02
r— WINDOw WIDTH --I
MNDOw
O
Mar
o
1 !J
ELEVATION
VIEWED FROM EXTERIOR
0//
d3 z--z
SHIM v.
TWO B, FRAMING
S?
T.
pT OtHCRS
EMBEDMENT
HEATING
B, OTHERS
CLA ZINCCAULK BENwD FIN
SEE
NOTESE.TERIOR FINISH BT OTHERS
INSTALLATION
ANCHOR SCREW (rw.)
PERIMETER CAULK
B, OTHERS
SECTION 2
WINDOW WIDTH
o o'
WNW, GHI O
NEIGH
2
l.
0
2
1'
ELEVATION
VIEWED
FROM EXTERIOR
CAULK BETWEEN WOOD
BUCK • MASONRY
OPENING BY OTHERS
ONE el WOOD
BUCK BY OTHER
CAl1LK BETWEEN MNDOW
RQ ANGE • WOOD sucx CONCRETE
MASONRYOPENING Q BY
OTHER ExTER-
OR FINISH BY
OTHER PERW[
IER CAULK BY
OTHER FLANGE
TYPE WUIDOW
rRAIIC HEADER
Dr
HTEXTERIOR FLANGE
TYPE wmDOW
rRAME--, SLL
PERIMETER
CAULK BYOTHERwSTALLATION
ANCHOR 3/
16 CIA TAPCON SHIM
AS RED D SET
N0ITS) I/
A- YW NBCOu[
N1 1/,'
SI6M SPACE
uAx BACK
HEIGHTBUCK
MOT, FLANGE
TYPE 1/
I SHIM WNDOW
rRAME_-PACE u JAMB
PERIMETER
CAULK BY
OTHERS I
MNDOW
MCI. EXTERIOR
CAULK
BETWEEN WINDOW
FLANGE WOOD
BUCK SECTION
2 ANCHOR (
TYP,)-, H
vnNDOw
g t
HEIGHT
PRC
CAST 9Ll Ti
Q a BY
OTHERS CAULK BETWEEN ..DO- FLANGE L ItPRECASTSILLWINVULKEMSECTION
1 n6 AON[vWC 5CAULKOR xNNC[ YpCHCApe00ADHESIVENOICS
I)
SHIM AS REO'O, AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX, ALLOWAELE
SHIM STACK 70 BE 1/4- 2)
WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063 USE
LATEX CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS.SILL MUST BE ATTACHED
TO THE SUBSTRATE WITN VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL APPLICATION
OF VULKIM 116 ADHESIVE CAULK OR SCNCE-MOREHEAO BSOO ADHESIVE CAULK AT
FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATION 5)
USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6)
GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTIA E1300 GLASS CHART SINGLE
GLASS IS SHOWN. INSULATING GLASS IS ALSO DUALIFIEO 7)
GENERAL ALUMINUM*S 14e0 SERIES MODIFIED SLIDER IS SHOWN, THIS PRINT ALSO APPLIES TO THE
ISLO SERIES MODIFIED SLIDER INSULATING CLASS B)
ORAMAIG APPLIES TO INSTALLATION Or rLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 16-
pA 1APCON ANCHOR Or SUFFICIENT LENGTH TO PROWDE MIN 1-1/4 EMBEDMENT INTO SUBSTRATE tT
LOCATCH SHOWN ON CHART. S)
SCE ELEWARONS FOR KEY 10 I&PCON LOCATIONS 10)
INSTALL rB SCREWS OF SUFrICEN1 LENGTH TO PRONDE 3/A- MIN EMBEDMENT MID WOOD BUCK AT ALL FACTOR,
APPLICO INSTALLATION HOLES WHERE TAPCONS ARE REO'D 11)
IF EXACT WNDOW SIZE IS HOT USTCD IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LARGER
SIZE 6
15
ONE
BY WOOD BUCK
ST OTHER Eug[
DuENI SHIM
AS RE0D SEE
NOTES) CONE.
CTE OR MASONRY
OPENINC BY
OTHER INSIAlLA71ON
ANCHOR 3/
16' OA. IAPCON a
CAULK BEIWEEM WOOD
BUCK i uASONR,
OPENING BY
OTHERS EXTERIOR
FINISHBYOTHERK
COMPARATIVE
ANALYSIS & TAPCON ANCHOR LOCATION CHART VANDOw
SIZES DESIGN PRESSURE TAPCON ANCHOR LOCATION INCHES
CAPACITY IN PSF REO*D. IN FRAME VADTH/
HEIGHT EXTERIOR INTERIOR HEAD JAMBS 24
x 12 40 110 H,K A,G 24
x 24 40 67 H,K A,G 24
x 36 40 45 H,K A,G 24
x 48 40 40 H,K A,G 36
x 12 40 85 H,K A,G 36
x 24 40 45 HA 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 1 40 40 H,K A B F.G 48
x 12 40 77 H,K A,G 48
x 24 40 40 H,K A,G 48
x 36 40 40 H,K A,G 48
x 42 40 40 H,K A,G 48
x 48 40 40 H,K A,G 48
x 55 40 40 H,K A,B.F,G 60
x 12 40 73 H,K A,G 60
x 24 40 40 H.K A,G 60
x 36 40 40 H,K A,G 60
x 42 40 40 H,K A,G 60
x 48 40 40 H,K A,B.F,G 60
x 55 40 40 H,K A,B.F,G 72
x 12 40 70 H,K A,G 72
x 24 40 40 H,K A,G 72
x 36 40 40 H,K A,G 72
x 42 40 40 H,K A,B,F,G 72
x 48 40 40 H.K A,B,F,G 72
x 55 40 40 H,K B.C.D.F,G G
Wil
CENTRAL FLORMA R.O.A.F. WINDOWWIDTHMANUFACTURER
NAME ELEVATION
aa'e ERr . Li,6 t0 VPT VIEWED
FROM EXTERIOR MASTER FR.E # 8 Im1
W. C+Rrr Ta • Earl n 75mE • F a E. ulou • E.aA n FL1EI INSTALLATION
DWG MASONRY w/ ONE BY BUCK SERIES
1480 MODIFIED HCRIZONIAL SLIDER WINDOW Dew
CHWD SAA[ N/
A 03—
I
DATE RArt .-.
R.TK!• R. 3/20/02 SEN0027 tF
n ..m.c1 rtc.uWe• m..:W rt•Ia. ••• on _.. s.....m Mr.. •w WIN c1-eNI •. I•c,1 crcxl
SHEATHING
CAULK BEivI EN FIN
@ SHEA:,NG
By OTHER(
7LEUSEDuENTSSCREW 'NSTALATION
NIN
ANCHOR (TYP,) 2 X FRAMING
EXiERICR FINISH 6: OTHERS
BY OTHERS
ERIVETER CAULK
BY OTHE;
rSlOu1/A' MAX
I SPACE
RN TT=E a
VINOC •Y S.uM AS REO.O
FRAME HEADER (SEE NOTES) T1 WINDOWHEIGHT
rXT RI R
IIN TYPEp11FNAMEs-C-7
SILL STOOL
By OTHER
SHEATHING 2 x FRAMING
Bl OTHER BY OTHERS
CAULK BETWEEN
I/A MAX SHEATHING IL FIN
SHIM A5 RTO'D SHIM SPACE By OTHERSSEENOTES)
FIN TYPE I -MIN,
YANDOW FRAME •EMBEDMENT
JAMB
C SCREW
INSTALATION
ANCHOR (TYP )
WnN00W WIDTH EXTERIOR FINISH
BY OTHERS
XT RI R PERIMETER CAULK
BY OTHERS
SECTION 2 6-MAX.(TYP) -
EQUALLY SPACE 6- MAX(TYP)
ANCHORS (TYP.
f O MEAD, SLL,
JAMBS) I r
PERIMETER CAULK L 1/4• MAX.
BI OTHER
SHIM SPACE
SwM AS RE0"0
B $:REW (SEE NOTES) VRNDOW
INSTALATION
HEIGHTANC,JR (TY
x TE; OR
P.)
2 X FRAMING
By OTHERS \
2Y C HERS ` CAULKBE TWEEN
WINOOL FIN k
S,EA--ING SHEATHING
3Y C"HER t" MIN.
EMBEDMENT
SECTION I
G-'.-R:_ NOES LI) S-V AS REOD. ADJACENT TO EACH INSTALLA IOt ANCHOR NTH LOAD
BELRING SHIM MAX ALLOWABLE SHIM STACY TO 2E 1/.
2) 1J:.30W FRAVE MATERIAL ALLOY 6063
3)Oc_ LATEX CAULK BEHIND WINDOW FIN AT HEAD ,SILL k JAMBS
4) USE LATEX CAULK FOR PERIMETER SEAL ARL'.NO EXTERIOR OF WINDOW
Fr -ME.
G-ASS THICKNESS MAT VARY PER THE REOIII2EMENTS OF ASTM E1300
S'. XE GLAZLNG IS SHOWN. INSULATING CLASS IS ALSO OUALIFIEO.
6) DR.rNG APPLIES TO wS14LATKw OF TIN FRAME MN;JM w WOOD FRAME OPE—C
TWO BY MOOD STVOS USNG 0!9 w OA NA:•S CR F SCREWS OF SUFFIOENI
lEt;'N t0 PR:Vlo uw :- EW3EOuENT wt0 SUg iTRa •_
T; V E,ACT —02w SIZE IS NOT LISTED IN CNACT. ',SE AICHCR QUANTITY LISTED wtr
LARGER SIC
6; GE'•ERAL ALUL UM'S 1190 SERIES HORIZONTAL R DE= S SNOWN, I'S PRINT ALSO
P-:ES TO T-E 1980 wSU.AT-G CLASS HN.Z0I.'AL SL70ER SERIES
ANCHOR (TYP.)
WINDOW WIDHT—'•
ELEVATION
VIEWED FROM EXTERIOR".-.,;
COMPARATIVE ANALYSIS k ANCHOR. OIJANTITY CHART
WINDO'N SIZE DESICN PRESSURE 18 SCREWS R:QO 099 NA:LS REOD
INCHES CAPACITY IN PSF IN FRAME IN FRAME
WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH
HEIGHT SILL JAMB 14 SILL JAMB
24 . 12 40 40 2 2 2 2
24 x 24 40 40 2 2 2 2
24 x 36 40 40 2 2 2 3
24 x 48 40 40 2 3 2 4
36 x 12 40 40 2 2 3 2
36 x 24 40 40 2 2 3 2
36 x 36 40 40 2 2 3 3
36 x 42 40 40 2 3 3 3
36 x 48 40 40 2 3 3 4
36 x 55 40 40 2 3 3 1 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 a 4
48 x 55 40 40 3 3 a 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
T 19
LAl:Al ll IL1AL 1C iL•OWDA B.O. A. )i
MANUFACTURER NAIME:
MASTERER FILE
Ica, IT E,>,R 1L.c .Ib n ISM.PQ h. EIKI21.6iA N TSUI
INSTALLATION DRAWING WOOD FRAME STRUCTURE
SERIES 1130 /19E0 mCOFIED HORIZONTAL SLIDER
D.N c— Lul
06 N/A
uo• rt+tA o•*t
GEm-
o.N N
F, I DS/11/02 GEN-OG i'
OWG NO: CEN70452
MULLION
ANCHOR
BRACKET
WINDOW
FRAME JAMB
TYP.)
INSTALLATION
ANCHOR-
TYP.)
I II
I II
I II
II
MULLION II
ANCHOR I I
BRACKET L {
CENTR,4L FLORIDA 13• 0-
MANUFACTUR.ER NAME:
TER FILE #
I I
8 SELF TAPPING a °
SMS (TYP.) o
SUBSTRATE
MULLION
DIE NO. 1445
SECTION A- A
LJ
EXTERIOR
I
ELEVATION
SECTION
GA P
MULLION
DIE NO. 1445
INSTALLATION
ANCHOR
TYP.)
v ° ° SEE NOTES
a o #
2 & #3
v
I.— 1-7/8"—
B-B
NOTES:
1445
MULLION
WHEN
INSTALLATION
USEDTO MULL SINILS GLEAPPLYHUNGAOND OR IPICITURETUBE
WI
WINDOWSMULLION. SIDEDIE BYNO. 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 J
TITLE:
FIN VERTICAL MULLION INSTALLATION DETAIL ALUMINUM
TUBE MULLION, DIE NO. 1445 AREA:
DRN: JS 1 APRVD: - - - - DATE: /1 7 /02 3SCALE:
MATL DWG NO- WT/
FT: ---- HALF ---- GEN-0452 PREPARED
or. PRODUCT IEONNOLOGY CORP. 250 INTERNATIONAL PKWY. NEAMROW. FLORIDA 32746 PNONE 407-605-0365 FAX /07-605-OW
6k ! ae
GENERAL ALUMINUM CORP.
HORIZONTAL MULLION DESIGN LOAD CAPACITIES
EXTRUDED ALUMINUM TUBE MULLION #1445
WHEN USED FOR MULLING TRANSOM
FLANGE
HORZ.
MULLION
MULLSPAN> WOW.
HGT. V 53.
000 61.000 74.000 96.000 106.250 26.
000 222 153 92 38 26 38.
375 198 135 80 34 23 50.
625 190 126 74 31 21 54.
625 189 125 72 30 21 55.
625 189 125 72 30 20 63.
000 189 124 70 29 20 72.
000 189 11
124
70 28 19 NOTES:
CHART
APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1445 USED HORIZONTALLY. CHART
ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW
HEIGHTS SHOWN ON "Y' AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW
MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ
MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN
PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED
BY: PRODUCT
d APPLICATION ENGINEERING, INC. 250
INTERNATIONAL PARKWAY SUITE
250 HEATHROW,
FLORIDA 32746 PHONE
407 805-0365 / FAX 407 805-0366 CA020039
12-
Jan-2002 01-
1201
4A- rS
GENERAL ALUMINUM CORPORATION
HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION DIE #1445
FLANGE
VERTICAL
S.H. SIZES
WDW. WTH. >
WDW. HGT. V
19.125 26.500 30.500 37.000 48.000 53.125
26.000 1609 1497 1497 1497 1497 1497
38.375 622 515 486 466 465 465
50.625 331 262 241 219 203 203
54.625 279 220 200 180 164 162
55.625 268 211 192 172 156 153
63.000 204 158 143 127 112 108
72.000 153 117 106 92 79 76
CHART APPLIES ONLY TO MULLION #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 & APPUCATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 8054365/ FAX 407 805.0366
CA020122
FEB. 19, 2002
02.0217
A 1tt
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 MUWON #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT 6 APPUCATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-0365 / FAX 407 805MM
CA020123
FEB. 19, 2002
02-0217
DWG q-0151
MULLI
ANCH
BRACK
WINDOW
FRAME JAMB
TYP.)
STALLATION
NCHOR
YP.)
8 SELF TAPPING
SMS (TYP.)
IVIULLION
DIE NO. 1446
SECTION A- A
milm
MJLLION
GCE N0. 1446
INSTALLATION
ANCHOR
TYP.)
SEE NOTES
v
a o #
2 & #3
1-7/8"
SECTION B- B
13
MANUFACTURER N oEXTERIORELEVATION -N EA 4 Al I(A) v,,
NOTES:
ASTER FILE # 5'
1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO.
1446, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP.
SIDE. CARROLLTON, TEXAS
2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16'
DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETAIL
EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446
3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10
AREA: DRN: APRVD: — — — — DATE:
SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN EMBEDMENT IN. WOOD ---- JS 3/1
FRAMING, WT/FT: — — — — SCALE: MATL: DWG N0:
HALF ---- cD,-;-_;
r.r—Aw r,mmA 117 4 a..eeF 407-805-07i5 (AA d:7-5;5-OIc:
MULLION
ANCHOR
BRACKET
o v
v a
a
n
SUBSTRATE
SHEATHING
Br C: THERS
STULLII
OR SIDING
Br OTHERS
PERIMETER
CAULK By
OTHERS
SHEN NOTEEv•D'D CALLK
ECTWEEN DOG: ,
LANCE L
SHEATHING INSTALLATICM
ANC.i'R aB
SCREW TvO
3, v000 Z\/
By
Ci HEiaS I
1-
1/8• MIN. EMBEDMENT
SLIDING
GLASS DOOR
FRAME HEAD
1/
A' MAX. SHIM
SPACE U
U TEMPERED GLASS
ITTP) A
S . DOOR
r
r Ir,,Le • HEIGHT p
rR vDF1Z5 _ . 6
rlSLIDING
GLASS DCpR .
FRAME SILL
D
1
17 -
y
II
EM3EEMENT DOGR
vIDIH " /[• MAX. SHIM VACE 1-
1/8 MITM Cn3E0MENi
SLIDING
GLASS CGCR
FRAME JAM3
r,
5- NS:
eLL-TICJ+ I'
D 3T v000 RB SCREV By
OTHERS Tv0 it WOOD 3T
OTHERS c
AULL 3ETvE_N HOOK
STRI? L SHEATHING
SLIDING
GLASS DOOR SHIM
AS RED'D. HOOK STRIP SEE
NOTES) INSTALLATION
ANCHOR RB
SCREW TEMPERED
GLASS CAULK BETVEEN TrP.)
DOOR FLANGE L
SHEATHING PERIMETER `—
SHEATHING
iT
OTHERS CAULK
Br TCNPCRfO GLASS — OTHERS
STUCCO (irP.) GR
SIDING 97
OTHERS SLIDING GLASS DOOR INTERLOCK
SECTION
B-B SHEATHING
By
OTHERS TUCCO
OR SIDING T
OTHERS HOOK
STRIP DETAIL 1-
1/0, MIN. EMBEDMCN7
11
DOW HATERIK• ALLPW— KLDI LOLL II
RR IMSTALLATIO. SCREWS MASS It or S1/rtCRMT LLMGTM SD ACHIEVE ua L!LOCH: Cr
1-1/R' IMTO VOID,TAAEO. TIPS D.STALLATIOR AMCHORS At SILL MST BE Or SIlr
It ICM, L(1GTM 10 ACMILK KIM Cw I(DMEHI (IF 1-1/4' TWO HAfOAT OR COSgiI b
IMSTALLATIOT AK1a CHART (IN IACR Or THIS SHEET. USE
SIL ICO.IICO KRRIC CATy[ SLwIMO lKP PrLAHGESEK At IIMO l EAIQR 711SctCQGEDRSIZEISCALL[ 101 ALRDQTCR -AT AI IRTO Ca i[Rla rml. LI
If CRKI p(¢ SI IC E HOT LISICD Ill A.[161 EMAaT, REC A.[a t 01Awilir LISTED WIN KIT LAPPOfl_L. OP IK A EE CLOSEST I IG. PRESV%DOORIS RLtYO nrol !OC[cI L,T STIES NOR LLOSCsr IrRAsS DOOR flu a LTN IGW.rID.:D rwvco [![M1.4 BiRK[ IMS tALLAiIO.rAKlRlllf, lM fap.f d• TAT STRIP AS f1GVN L1GLASSTHtC[R[SS Wear (a R(OL""K." OF ASTM E.= CLASS C-11 f1
tR.11 N A!!ROWCD u IW. TCNLaLD OATS U SIAGLC CLAILO dt IMSILA1DG GLASS 101
AAMI / SILL COIrtRf at i0 R TCAL_7 Wliw • SMALL 1M1 SCAM S[ALCl 111 :
NU AS RCG'G At CA SET Cr IMf:ALLAIIO. AKIdK MR ALLOWALC Swill S'-CA TO SC I/ - III
ALL IwST•LLATIO. AHCKNS -$I EEMACE Sir C31R011C. R(SISr—I tiICR IALS A -• 171
W.(RL '•' R[!R[SCMTS HOW I1G !Ar[L AMO V REPSESEMI: rIR(D rAHEL A!rRGW(D CJ I4AAIICMS
JC •s usno GH A.CW CHAR a iK[ ar THIS SwE: T. EXTERIOR ELEVAT
t IN 1.1 SEC .LL Ea A'.-I-1-O.i LISTS STRIP X ARE TPLY 0 Twlt DRAWDG. •CWLWLR IOVED O• 1 S[C TtO.: •• A' Arr a wLIS S I TT AR APPLY TD IMf fS OR TICM ?ALL MAROvL7 CAiICML RNA !":
CS 17
G 171 fLORIDA CUaS
100SERIES Si:04G CLASS 001 if SHOWM THIS 2 FANEL DOOR S10vN iCRiCL
7 G A A ° I
REVI
DESCRIPTION DATE
I
iNI FLORIDA EXTRUDERS LI3ERALLT API-_ I INT
INC.
SANFDPO FL. CAVL[ING L DER SILT.
DR Sr-, !ILL IN -ED
INS TALL AT ANC.GR DT E:rE,rTE i/
Is• d1A iAPCGN I I I TITLE: $Li DING GLASS DOOR SAC I ;GIN F.-/ ( INSTALLATION
Wi T H -:8
SCREWS DRAWN 5Y:33 APPROVED 5Y:
Ft l 2002 I I
ATE. !2:::rr, (SCALE. NiT IDWC 4sLfa
CONCRETE OR SHIM. AS RE'C'D
MASDNRT OPENING SE- IfOiES)
T LTNE+S
CAULK i-l%: EN
DOOP FLANGE
t vEID: BUCK CAULK ?ETVEEN
VOOIT BUCK L
PERIMETER wS•r. OPENING
CAULK !* Br OTHERS
DIKE 1
STUCCO —•7 4
By eTTLRs / v v
v
INSTALLATION ANCHOR
I SCP.Ev (TTP, VHERE —
IAPCONS ARE NOT RCO'DJ
SLIDING GLASS
DOD: rRANE
SILL
INSTALLATION ANCHOR '
3/16• DIA. TAPCE!N
INSTALLATION ANCHOR
4 9 SCREV f!IF. VHERC
ONE ?' VOOD iAPCONS A;E NOT REO'O)
LUCK BY OTHERS
r1 1/A• Hi N.
I El18EDnENT
l
SLIDING GLASS
DOOR FRAME
JAnB
1"- MAR.
D 1 _ r SHIN SPACE
I
LSLIDING GLASS
DOOR FRAME
HEAD
TEMPERED
GLASS (TYP.)'
DOORHEIGHT
D
CN?EDnENT
G . 1-1/4• MIN.
G •
D ,
D
LIBERALLY APPLY
CAULKING UNDCR SILL
Ai02SETSillINSTALIN ?ED L IGN ANCHOR
OF CONCREiC 3/16' DIA. IAPCON
SECTION A -A
TEMPERED GLASS
T TP.)
PERIMETER
CAULK BY
OTHERS
SG.D. VIDTH
SHIM SPACE
1 I/A' MIN
F"~
i [
MBE DMENT
ONE BY vOOD
I
BUCK BY OTHERS
CAULK BCTVECN
4 VOOD BUCK L
MAS•Y. OPENING
BY OTHERS
SHIM AS REO'D.
SCE NOTES)
INSTALLATION ANCHOR
3/16' DIA TAPCON
Q CAULK BEIvEEN
DOOR FLANGE
L VOOD BUCK
CONCRETE OR
MASONRY OPENING
BY OTHERS
INSTALLATION ANCHOR
3/16- DIA. TAPCON
SLIDING GLASS DOOR -
HOOK STRIP
1-1/4• MIN EMEE DnENT
T
CONCRETE CIR
MASONRY OPENING
BY OIMERS
V
iE Z
CAULK EETvECM
I
VODD BUCK L
nAi•T. OPENING
By OTHERS
CAULK BETvEEN
NOD; STRIP L
VOOD BUCK
Q
ONC BT v00D
BUCK BT OTHERS
STUCCO
BY OTHERS
B.O.A .F.IEMPERED GLASS -'I
i TP,)
SECTION B44NUFAGTURER
Jj}
N'j.AT++
SLIDING GLASS DOOR
x7`C:C S INTERLOCK
MASTER FILE # HOOK STRIP DETAIL
N DOOR MATERIAL- A LRQA N ALLOT 4043.
i) I•PCO. TTPI INSTALLATION ANpOA AMTR Or WFIC1CM1 LENGTH TO KKCvE HIM, ENKDNCNl O.
1-II1• 1.10 MA1001 OR CDC:EIC 31
ALIERNAIE IA CON INSTKLA110N AKNO S rRUHI TO BKA IN ALL rRANE KRICRS. 1APC0A
ANC)UI CHART ON W. Q THIS SNECT. L
uT[ SILICOHOICD KRRIE EAIAK KMIMD rLANCC At HEAD L JAHBL U .$
C SIL ICO.I CD ACRTL IC CAULK rQ PERIHE7CR SC AL ARpVNO [al Cola Cr DOOR. 7)
Or EXACT DOOR SITE IS HOT LISTED IN ANCHOR CHART, USE ANCHOR O?IANlll1 LISTED L'1TH NEXT LARGER
SIIC. rot IHC APPROPRIATE DESIGN PRCSSIRC RED D. al
rOR POCKET DOOR SIZES uSE CLOSEST BYPASS DCC11 SIZE L CDCICARAIMN TO rU.SHEO 04KIN•. PLACE
TAPCONS, tM r"l Or HOD( STRIP AS SMOvN 3)
GLASS THICKNESS ml —RT KR RCOu1REKHIS Or ASTN E13M GLASS E—RIS. ID)
ALL rACTOR+ APPLIED NCLIS HO1 DESIGNATED GOT NO KBSHOUIIILD rILLCD VI1HABSCREvSOrSUrrICIEMi
LENGTH 10 PROVIDE MIN SIR• ENLEDHENT INTO VOID BUCK IN D"
VAT IS APPROVED USING TENPIRCD GLASS IM SINGLEGLAIED OR IMIAIIINC GLASS 12) JAND
I SILL CORNERS ARE TO IC SCALED VIT. A SHALL JOINT SCAN SCALER. 131 SHIN
AS RCDD AT CA SET Or INSTALLATION ANCHORS H•a ALLC—TLC SHIM •IACK 10 BE I/A'. I.H
KL INSTALLATION AKNORS mdI BE HADC O CORROSION RE'.31-1 tiI[R:.& 131 VKRC -
V K-PRESENTS NOVING PANEL AND 9• C,.CSE.IS rla[D PN(L AP ROKD COWIwATIOMi APC
AS LISTED 0. NC.Or C WT ON BACA O THIS SHEET. ILl NOI
ALL OD/w IAI IONSLISTED ABOVC ARC SHOVM ON ?HIS DRAVING. -MI " IMSIALL•11CH EXTERIOR ELEVATION
SECt IDNS '•-v, -B-B' L WOK S:RIP DETAIL APPLY 10 I.S ALLAl ION Or ALL ArmCD B PANEL DOOR
SMOVN CDrIw.TIO.1
1T1 1HSIALL DK
IAKV. in EACH PAIR orfACTON APPLIED Ix:: ALL•110H HOLES MESS NOTED 07KRVISE O. AKNOT
CHART SEE EACK Or 1KIS SKIT. it) rLOtIDA El
aq)DCRS IDDDSERIES SLIDING GLASS DOOR IS SHCVH INIS PRINT ALSO APPLIES 1O Bcm SE RICS
AND 300 SERIES. REVI DESCRIPTION DATE
EXTR UDERS SgNFOPD 1 TITLE:
SLIDING
GLASS DOOR I INSTALLATION WITH
TAPCONS DP_AWN BY:
BB I APPP.CIVED BY. Ij';^, I I
I ...,•T- In IBC In: 1 ...... _ rr c I•.Nr VTCvnr•?H
T APC N ANCHOR, CHART
NOMINAL DOOR
DOOR OUANTITIES IN HEAD L SILL OUANTITIES IN EA. JAMB OUANTITIES IN EA. HOOK STRIP
SIZE AND SIZE UP TQ 46 PSi 7G 61 PSF TO UP TO 46 PSf To 61 PSf TO UP TO 46 PSf TO 61 PSf TO
CONFIGURATION U5 PSf 60 PSf 70 PSf • 45 PSf 60 PSf 70 PSf 45 PSf 60 PSf 70 PSf
4068 xx. Ox, x0 49 X 80 3 3 3 4 4 4 3 3 4
5068 XY. OX. x0 60 X 80 3 3 3 4 4 4 3 4 4
6068 xx, OX. XO 72 x 60 4 q q 4 t 4 3 4 5
8068 xx. OX. x0 96 X 80 5 5 5 4 4 4 3' 4 5
L 6.8 xx Ox x0 120 x 80 6 7 cm) 4 4 4 3 4 5
5090 xx, OX. XO 60 X 96 3 3 3 5 5 4 5 6
6080 XX,'OX. x0' 72 x 96 4 4 4 5 5 155 I 4 5 6
8080 Xx, OX, XO 96 X 96 5 5 5 5 5 5 4 6 6
0 xx x x 120 x 96 6 A 7 5 5 S 4 6 6
50100 xx, Ox, x0 60 X 120 3 3 3 6 6 6 5 6 7
60100 xx, OX, x0 72 x 120 4 4 4 6 6 6 6 7 8
80100 xx x x 96 x 120 5 6 6 7 (DI) 6 8 9
9068 OXO 109 I/8 x 80 5 5 6 4 4 4 3 4 5
12068 OXO 145 1/8 x 80 7 17 9 02) 4 4 4 3 4 5
15068 OXO 181 1/8 x 80 10 () 11 c) 4 4 4 3 4 5
9080 OXO
12080 Ox0
1 9 1/8 X 9
145 1/8 X 96 7
5.
8 (Dlf
6
9•'S 2):' J..YS;='Z 15
4
4 6 6
15080 OXO 181 I/8 X 96 8 5 5 5 4 6 6
90100 OXO l09 1/8 x 120 5 5 6,,:.,t, 6-.• n61?:-: DI) 6 8 10
120100 OXO 145 1/8 x 120 7 6 6 7 (DI) 6 8 10
9068 xxx 106 5/8 X 80 5:•_••:-. r -.--- 4' 4 T 4 3 4 5
12068 xxx 142 5/8 x 80 7 7 8 (DI) 4 :
4
S' ". 4 3 4 5
6 xxx 178 5/8 x 80 8 1 a 4 3 4 5
9080 xxx 106 5/8 x 96 5 5 6 5 5 5 4 6 6
12080 xxx 142 5/8 X 96 7 8 (DI) 9 02) 5 5 5 4 6 6
15080 xxx 06 5/8 X 96 8 11 () 5 1 5 5 4 6 6
90100 xxx 10 5/8 x 120 5 6 6 j I I
O xxx 142 5/8 x 120 7 rc- 6 6 17 1 6 8 10
10068 OXXO 119 5/8 x 80 6 6 7 (DI) 4 4 4 3 4 5
12068 OXXO 143 5/9 x 80 7 7 8 (DI) 4 4 4 3 4 5
16068 OXXO 191 5/8 x 80 9 10 (DI) 12 03) 4 4 4 3 4 5
10080 UXXU 7/b X 1b b 6 7 (D1) 7 4 b b
1191 19 8 (D1)) 94cD2)) 15 I I I16000OXXO5/8 X 96 5 5 4 6 6
10100 OXXO II 5/8 x 1e0 b
03) 120100 OXXO 143 5/8 x 120 7 19 (D2) I 10 6 I 17 I I160100OxxO1915/8 X 120 10 (Dll 13 (D4) 16 (D7) 6 6 DI) 6 B 10
10063 xxxx 11i /4 x 6 6 4 4 4
3
4
4 5
12068 xxxx 141 1/4 X 801189 7 7110 8 (DI) 112 4 4I 4
16068 xxxx 1/4 x 80 9 (DI) 02) D4) 4 4 4 3 4 5
10080 xxxx II ;,4 x b 6 7 (DI') 4
4 I 6 I 6I18 (DI) D2) 5I I 5, 15 I16080xxxxl891/4 x 56 5 (D1) a) I ( S) 5 5 5
8
100100 xxxx II I/4 x 120 6 7 (DI) 6 DU 6 0
1:0!00 xxxx 14! i/4 X 1201185 7 8 (DI) I 0 03> 6 6 cDl) I 6I 8I 10I160100XXxxI/4 x 120 10 (Dc) 13 (95j 15 (T) 6 6 7 (El) I
FEy2, „2
ANCHOR NOTES'
1) IN SOME CASES TAPCONS ARE P.EO'D.
IN BOTH FACTORY APPLIED
INSTALLATION HOLE. 'DI' THRU 'D7-
DES!G•NATES IN WHICH SIZE L
CONFIGUREATIONS TWO TAPCONS ARE
P-EO'D.
2) •Dl' 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 1N
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 L SILL SHOULD BE PRIORITIZED
AS FOLLOWS:
A FIRST ADJACENT 'TO INTERLOCK OR
BUTT STILES IN HEAD t SILL.
S: SECONDLY, AT EACH END OF HEAD
L SILL NEAP. JAMB CORNER., IF
NEEDED.
C: LOCATIONS IN HEAD L SILL OTHER
THAN AS LISTED IN A L B.
10) LOCATION OF ADDITIONAL TAPCONS IN
JAMBS SHOULD BE PRIORITIZED AS
FOLLOWS:
A: FIRST, ADJACENT TO LOCKS IN
JAMBS.
B: SECONDLY, AT EACH END OF JAMBS
NEAP, HEAD L SILL CORNERS.
C: LOCATIONS IN JAMBS OTHER. THAN
AS LISTED IN A L B.
r EXTRUDERSEL0R1LAINT. INC. SANFORD. FL
1t' SLIDING G_SS DOOR
TAPCON GLASS CHART
1c.e[e . d3 pi1!4/O2
CiViL ':"` N.TS .eF__aB,?'
P1,-_
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 d APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-03651 FAX 407 805-0366
CA020035
JAN. 11, 02
01-1201
GENERAL ALUMINUM CORPORATION
VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION, DIE #1446
4J( oq.
FLANGE
VERTICAL
P.W. SIZES
WDW. WTH. >
WOW. HGT. V
16.000 24.000 36.000 48.000 q3020616.000 3026 3026 3026 3026
24.000 1009 897 897 897 897
30.000 587 478 459 459 459
36.000 384 299 266 266 266
48.000 188 140 112 105 105
60.000 93 67 51 45 43
72.000 52 37 28 23 21
CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE
WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT d APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-03651 FAX 407 805-0366
CA020036
JAN. 11, 02
01-1201
a
MULLION
ANCHOR
BRACKET
WINDOW
FRAME SILL
TYP.)
WINDOW
FRAME HEAD
TYP.)
INSTALLATION
ANCHOR
TYP.)
8 SELF TAPPING
SMS (TYP.)
MULLION
DgqIE NO. 1447
FI.+PRd' Lbit At B.
ACTOR NAME: E e
SEE NOTES -
2 & #3
D
1'IVI-<_lui
DIE NO. 1447
TER FILE # 6
SECTION
ar
DWG NO: GEN-0453
INSTALLATION
ANCHOR
TYP.)
SUBSTRATE
SECTION A —A NOTES:
1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1447,
WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS HEAD TO SILL. TTACH MULLI N TO SUBSTRATE WITH 3/16' DIA.
0
0
EXTERIOR
2) IN MASONRY CONSTRUCTION, A
CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4' MIN. EMBEDMENT INTO
CONCRETE OR MASONRY.
3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS
3 OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMING.
4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT JAMBS.
I
GENERAL ALUMINUM CEIRP.
CARROLLTON, TEXAS
TITLE FIN HORIZONAL MULLION INSTALLATION DETAIL
ALUMINUM TUBE MULLION, DIE NO. 1447
ELEVATION AREA, DRw BB AaRvn — — — — DATE-3/17/02
VT/FT ____ SCALE HALF Ta rL, _--- DWG NO, GEN-0453
c
y
i--PRCOARCO4Y'PR000CT TECHNOLOGY CORP. 250 INTERNATIONAL PKVI.. NEAlKV0V, TLWIDA 3274E PONE 07-005-OILS FAX A07-fi05-GILL
GENERAL ALUMINUM CORP.
HORIZONTAL MULLION DESIGN LOAD CAPACITIES
EXTRUDED ALUMINUM TUBE MULLION #1447
WHEN USED FOR MULLING TRANSOM
Tk ti
FIN
HORIZ.
MULLION
MULL SPAN>
WDW. HGT. V
51.000 59.000 72.000 94.000 104.250
25.000 232 157 93 38 26
37.375 206 138 81 33 23
49.625 197 129 74 30 21
53.625 197 128 73 29 20
54.625 197 128 73 29 20
62.000 197 127 71 28 19
71.000 197 127 70 27 18
NOTES:
CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1447 USED HORIZONTALLY.
CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN.
WINDOW HEIGHTS SHOWN ON "Y" AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS
BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT.
READ MULLION SPAN AND WINDOW 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
CA020040
12-Jan-2002
01-1201
D,Nc No: 4-0450
MULLP
ANCH,
BRACK
WINDOW
FRAME JAMB
TYP.)
STALLATION
NCHOR
YP. )
8 SELF TAPPING
SMS (TYP.)
MULLIUI`1
DIE NO. 1448
SECTION A- A
A A
B
R
MULLION
ANCHOR
BRACKET
MULLION
DIE NO. 1448
INSTALLATION
ANCHOR
TYP.)
o
v a
v
a v
a a
o c
v — I-a-7/gL--I
SUBSTRATE
SECTION B-B
NTRAll I' 1LORiDA B. O. A. $' o
MANUFACTURER NAME,.,
EXTERIOR ELEVATION ic Ai ,4L,McZ/`?
raUTES.
MASTER FE
1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. . P . 1448, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM C O R .
r
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- l
EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1448
3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10
SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD
AREA: — — — — ORN: JS
APR : ... DwG NO:
FRAMING. wr vr: ---- sc E: HALF """
T" ---- Dwc No:
PREPPED BT: PR000CT tECNNOIOOT CORP.. 250 INTERNi-.ON-L PKw . NEATNROw, ROR10A 32748 PNONC 407—E05-0365 T.•
I
v SEE NOTES
2 & #3
J r
o
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
72.001 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 & APPLICA 77ON ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-0365 / FAX 407 805-W6
CA020037
JAN. 11, 02
01-1201
11
GENERAL ALUMINUM CORPORATION
VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION, DIE #1448
A ?,?/
FIN
VERTICAL
P.W. SIZES
WDW. WTH. >
WDW. HGT. V
30.000 43.000 56.000 63.000 72.000 88.000
28.000 565 565 565 565 565 565
32.000 380 378 378 378 378 378
38.000 236 226 226 226 226 226
42.000 182 167 167 167 167 167
56.000 72 60 57 57 57 57
60.000 57 47 43 43 43 43
86.000 18 14 12 11 10 10
CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT 6 APPUCAnON ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-03651 FAX 407 805-0366
CA020038
JAN. 11, 02
01-1201
N
1. IESTED IN ACCORDANCE mWITHSIM43AFIDB/ILOD4 CE. 04APTER 17. TO A POSITIVE
APO AEGAT IVE 37.5 PSr.
52. DA94 N-1,8 REPRESENT VAR IOS SECT IO+PE I WI S.
3. FOR SECTION 7' HIGH DOOR SHCM. V HICH DOORS HAVE
rIVE SECI CNIS SECTION
FEIWT OF 20.812. 19.00 & 16.75 ARE AVAILABLE AND
MAY BE USED IN CO.Q INA 1 ION To AWIEYE VAR
CUS PEIWI OOUtS. 5. EA
KMSKW PA IT OF 14.50 z 20.375 94004. ALTERNATE PA TERNS
OF 17. 50 x 43 375 APD 12 50 x 20.375 MAY BE USED. E.
TORS
ICr4 SPRINT. 9409". EXTENSION SPRINGS AVAILABLE. 7. USE
THIS BtADCET, REF PIN 405964-0002, CN 6' HI
OR DOORS OPEL Y. 6. WINDOW
ANT BE INSTALLED IN IAE I DIP SECTION OR TK SECTION IAAEDIATELY
BELOW THE TOP SECTION. 2• x
6• WOLD JAA6 2' x
4• wo0p JAI16 OR EOLJIVALD41
L405964-0001
IRAO( BOLT
5116 x
1 3/4' REF LAG SCREW
DETAIL 'E'
SCALE: 1/
6 3 ve-
r{ DPTNIPO I{
19R r I VARI
E51 r 16. Y1146
11'
ORANGE COUNTY
BUILDING M 9. THE
STR)1 PLACD•ENt ON fO0rt5 CO51FLCTTD WITH 5 OR LDRE SECT TONS MZT BE Imo SEC21EN7 WITH
THE DOUR SH?MJ. THE STRUTS FOR THE ADDITIONAL INTE JTER FILE SECIIOS ARE10BEPLACEDASSNOMONTHETHIRDSECTION10. DE
STRUT PLACD,(NT DILE7fSION ON ALL SECTIONS LESS THAN 20.612• REDUCED BY
THE OIFFERETCE BETWEEN IHE ACTUAL SECTION HEIGHT It 20.812•. eO 11 SCREWPIN605911-0001 IS A 1/4• CIA F 5/6' LpvG TYPE AS HEX HEAD LETAL SCREV • ' 12. POST TO BE
INSTALLED ONLY WEN H104 WIPD WAR•IACS ISSUED. 13. STRUT PLACEAENTS CAN
VARY i3'. 14. OLWIEI IY FOR
LODE CAN BE 0. 1. OR 2. • fitAOL TW---.966 EW
HINGE
J .0
I 2.
093 000 VIEW •
D-D'
1/
6• DSB 2• rRAD( 049 TW
tVERTICAL) SECTION '
C-C' r2• %
6• WOOD JA
6 2• x 4• WOOD
JAA6 'D'l-- SCALE: 1/2 OR ECU IvµETIT
I ZGNTAL TFRAO( 6
oOLNIERBALANCE 12 R
TIOdAL SPLICE
IN HORIZCWAL
TRAO( AT 407605-
0004 TOP OF RADIUS IYP
2 RCS 404626-0003 D' TYP
2 PLCS
3l D46450-0003 ' w\_ .
WW
LATE HS-
0 Top
ONLY juuu nwjjrnnuAA.numj
blob, 400650-0001 F6-
1
TYP 3
PLACES 5.00 36.00
E STANDARD TRACK DETAIL
FOR
16 • so'3 1-000t P/1 SCALE: t/t•• 40462t•
6-0003 16-
0'
14A%.
WIDTH - SCALE: T/
16••1' SERIES 280
ThRI 289 ARE EL7UIVA
w Ca4STRLCTIQV 25G4 STEEL INTERIOR ELEVATION SERIES 780 ARE 1314W CMISTRLCTICN ASSERIES280QIVLY240ASTEELAADETDCAPSDOORTESTEDWAS
261 SERIES. DOCK
WIQTH CENTER STILE DO STILE
ROLE STRUTS/SECT. ROLLER yf7R11 ET LOAD IJPFR 1•' 3 SINGLE TES HSII2- %
7/16' 049• Too SID ROLLER DETAIL F. SCALE: 1/4
116'
WIDE) SEE
WIE 4 CEWER
STILE P/N406660-0004.
5.6
a 13 PLCS) 07603-0001 19 PLCS) 401199-0001
TYP 2
PLCS TYP
2 PIGS
C• L_111'.. -
C. 409327-0001
14
r JJr..W
AJJo ma AWA-,
r• W Y.f •W 41Q1 I/ M AI.Wr.. rrwrw
P. OAWrIrY n 41 M Ir n W4.
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41471.W I . r-.. s-N/A I SECTION *A -A"
SCALE: 1/
4
I 061601-0000
4 I DESIGN
LOAD I 25 NSF ±
21.66® 17'-o.
90M, TEST
LOAD 37.5 PSF ± a,-
Ot LNx.
IEICHT 21.57<
1 12• ®
4057711-0003 -
7 404626-0003
SM
ANr M Clt
01113 F•
e
iES'
290ii •,d q• blAX WO w WIDTH. 1•INOLbRO avlD
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409335 EAO•I wVID FAN
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una yarns
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05 7S c W,tr ro D. c0, u,
AND0w ALN
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X 1 3/
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091 MIN
1/6.
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6.0.
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S1Rlih•---3'-i FOR 150/
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P// N 60591t-000t ATTACH TO DOOR r17H REW TO rITH400650-0004 .020 4G-
0 J SCREWS Pm 605911-
0001 P/N 061601-0000, SLIDE LOCK ASSY 05F 2 9/32
REF --t.-.070 MINo. }
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CENTER HINGE ° ° PART. N.MBER 'l•
O O STEEL DOORSATTACHTODOORWITH
PM 10760S-X100L, END, HINGEIOS964-0001 )-v4 4 SCREWS PM 6059
11 -0001 RESID. STEEL DOORS O46450-OD03 4- PM 409331-0001 PLATE.
FLOOR 407405-0001 'v SCAB BftApCET OETAICS w7tna-0oos ,.w I+
2.765 155
DIA w7bs-0004 1.1f 4.56—r1 DOOR
I 407605-OWS
1.40 SECTION n { f F
r / ` y 1.. r p y ATTACH TO DOORWITH1.6 I T 7+7•-•- l F. CF`F L r F t n I.i rer 6 `h E q I 8 4 SCREWSPM603911-0001 L_ VI `er ' `iS
i K
LLL... sss .+' C- . YYY N L. c' L ...:.." L r r0 I ° POST F-3.
00 .375 DIA jr-.44 .44 - P/N 404828-0003
ROLLER ASSY, TR-1 PM 606069-0001 PIN
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NO I _ O I ISECT
ION
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414r47140r
sar o4a r w
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2.3
TER STILE STD ON /60 SERIES /
PIN 406660-0004,5,E <;A N31.REG'0 ON-260 SERIES... - -----'•+-•-- SCREW PM 605911-0001
ORPM505579-00014SELF-0RILLINGI" '
I ' / 'li • SECTION 'G-G' - STEEL
STRAS ttf' WIDE
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02/19EAO4 DAVID flll 02/
19 p.
MIAMI•DADE MIAMI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING .
BUILDING CODE COMPLIANCE OFFICE
METRO-DADE FLAGLER BUILDING
140 WEST FLAGLER STRL•ET, SUITE 1603
MIAMI, FLORIDA 33130-1563
PRODUCT CONTROL NOTICE OF ACCEPTANCE (305)'375-2901 FAX (305)375-290s
Premdor Entry Systems C0N'1'Ib%CT0I1 LICENSING SECTION
911 E.. Jeferson, P.O. BOX 76 (303) 373.2327 FAX (303) 373.2338
Pijkurgh ,KS 66762 : ,':' coN'rIL%cTolt ENFOItcF,nn•:N•r DIVISION
303) 375-2966 FXX (303) 375.2908
QT 1'rJ I j 2zD1 11I401DUCI' COXI'ROL DIVI8I0\
Your application for Notice of Acceptance ( ( (
303) 375-2902 FAX (305)3 72 633v
Entergy 6-8 S-W/E Inswing Opnque Singl wIs Q£es d:ehtia jn ulnted Steel Door -
under Chapter 8 of the Code of Miami -Dade 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.: 01-0314.16lZ411li-0
EXPIRES: 04/02/2006 Raul Icoarlgucz
Chicf Product Control Division
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMMITTEE
This application for Product Approval has been reviewed by the BCCO and approved by the Building
Code and Product Review_ Committee to be used in Miami -Dade County, Florida under the conditions set
forth above.
u
APPROVED: 06/05/2001
Francisco J. Quintana, R.A.
Director
Miami -Dade County
11.111ding Codc Compliance Office
PRODUCT PERPDRMRneE DRTR HURRICANE CODE
w o oD
iREifiL-EDGE STEEL DOOR III WOOD FRRmE
PRODUCT CERTIFICRTID(1 SHEET 0I- f.314,1 to DADE-1(4sw,at,>
Valid for the following side -hinged door arrangements:
OPROUE BOORS - 6'8" nO M11IRL HEIGHT:
Single Door with Sidelite Single Door with Sidelite Single Door with 2 Sidelites /Double Doors
on Hinge side on Strike side
DOOR STYLES:
1313
M1, J1 Ljl
Flush Arch Top 3-panel 6-panel New England 4-panel Eyebrow 4-panel 8-panel
BOB_ ... _ .
9-panel 5-panel 5-panel with scroll Eyebrow 5-panel Eyebrow 5-panel with scroll
SIDELITE STYLES:
13
680 Series 129 Series 200 Series 12R, 12L, 23R, 450 Series 152 Series 149 Series
23L, 24R, 24L
Series
1 .. OP''1°' '1'L IMPHCT qes MULTI_ME_STL WD 0P
ntergv-
Entry Systems V
w any a.onm M W"A YnM"mwl man IPGOOMWM dnion w mosuct deny ,ubim to tuna .idwM nmdu.
Premdor Entry Systems ACCEPTANCE No.: 01-0314.16
APPROVED JIJN n 2 a1 '
EXPIRES April 02, 2006
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. SCOPE
1.1 This renews the Notice of Acceptance No. 00-0321.18 which was issued on April 28, 2000. It
approves a residential insulated door, as described in Section 2 of this Notice of Acceptance,
designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade
County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do .
not exceed. the Design Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 The Series Entergy 6-8 S-W/E Inswing Opaque Single Residential Insulated Steel Door with
Sidelites — Impact Resistant Door Slab Only and its components shall be constructed in strict
compliance with the following documents: Drawing No 31-1020-EM-I, Sheets 1 through 6 of 6,
titled "Premdor (Entergy Brand) Steel Edge Single Door with Sidelites in a Wood Frames with a
Bumper Threshold (Inswing)," prepared by manufacturer, dated 7/29/97 with revision C dated
01115100, bearing the Miami -Dade County Product .Control approval stamp with the Notice of
Acceptance number and approval date by the Miami -Dade County Product Control Division. These
documents shall hereinafter be referred to as the approved drawings.'
3. LIMITATIONS
3.1 This approval applies to single unit applications of single door only, as shown in approved
drawings.
3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle
between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed in
non -habitable areas where the unit and the area are designed to accept water infiltration
4. INSTALLATION
4.1 The residential insulated steel door and its components shall be installed in strict compliance with
the approved drawings.
4.2 Hurricane protection system (shutters):
4.2.1 Door: the installation of this unit will not require a hurricane protection system.
4.2.2 Sidelite: the installation of this unit will require a hurricane protection system.
5. LABELING
5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance
6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of
Acceptance, clearly marked to show the components selected for the proposed installation.
6.1.3 Any other documents required by the Building Official or the South on Building Code
SFBC) in order to properly evaluate the instal la fh is s tem
Man cl Percz, P.rE. Product C Examiner
Prod ontrol Division
2
I IL
Premdor Entry Systems ACCEPTANCE No.: 01-0314.16
APPROVED JUN n 5 2nm
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,
ate no older than eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city,
state, and the following statement: "Miami -Dade County Product Control Approved", or as
specifically stated in the specific conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if:
a. There has been a change in the South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code changes.
b. The product is no longer the same product (identical) as the one originally approved.
C. If the Acceptance holder has not' complied with all the requirements of this acceptance,
including the correct installation of the product.
d. The engineer who originally prepared, signed and sealed the required documentation initially
submitted, is no longer practicing the engineering profession.
4. Any revision or change in the materials, use, and/or manufacture of the product or process shall
automatically be cause for termination of this Acceptance, unless prior written approval has been
requested (through the filing of a revision application with appropriate fee) and granted by this
office.
S. 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.
C9. This Notice of Acceptance consists of pages 1, 2 and this last page 3.
wz
END OF THIS ACCEP NC
W// C, 2 z Z, U
Manu Per z, P.E., Product Co ro Examiner
Prod u ontrol Division
3
I
I
4'
15' 'MAX
O.C.
15' MAX
15' MAX
O,C. A
15' MAX
15' MAX
6' MAX
PREMDOR (ENTERGY 'BRAND) STEEL EDGE
SINGLE DOOR WITH SIDELITES IN
WOOD FRAME WITH BUMPER THRESHOLD
INSWING)
100' MAX
4' MAX 4' MAX
L3' MAX
3' MAX
MAX MAX C.
22, I
MAX
IS'
MAX
64'
DLO
15'-15'
MAX MAX
B Y16'
ON Ist.
4' MAX-
3' MAX-
14'
MAX
14'
MAX
4' MAX.,
31 3/16'
ON IIINE(S KVIKSET DEADBOLT- MCOCL 660 SERIES
OR HARLOC DEADBOL
MODEL 020
r5 1 /2'
KVIK SCT LOCKSET
MODEL DL200 SERICS
OR MARLOC LOCKSET
MODEL 100
31 3/16' 11ONHIKIS
Mr
14' 14•
MAX MA)
4' MAX
MAX
4' MA
15'
IS' MAX
MAX
43 I 16'
TOP OF DOOR
TO IE OF LOCK
IS'
MAX
4' MAX j j- 3' MAX 3' MAX
3'. MAX 3' MAX
NOTES: 4' MAX 4' MAX 4' MAX MAX
I.) WOOD BUCKS BY OTHERS. MUST BE ANCHORED
PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.
2.) THE PRECEDING DRAWINGS ARE INTENDED TO
QUALIFY THE FOLLOWING INSTALLATIONS.
A. WOOD FRAME CONSTRUCTION WHERE DOOR J L
SYSTEM IS ANCHORED TO A MINIMUM TWO BY WOOD
OPENING. L.H INSVING RA. INSVING
8. MASONRY OR CONCRETE CONSTRUCTION WHERE
DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY
STRUCTURAL WOOD BUCK.
C. MASONRY OR CONCRETE CONSTRUCTION WHERE
DOOR SYSTEM IS ANCHORED DIRECTLY TO CONCRETE
MASONRY WITH OR WITHOUT A NON-STRUCTURAL
BY WOOD BUCK.
ALL ANCHORING SCREWS TO BE 110 WITH
MINIMUM 1 1/2' EMBEDMENT INTO WOOD SUBSTRATE
ivr i t r I ni
OR 3/16' PFH TAPCONS WITH 1 1/2' MINIMUM EMBEDMENT I UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROIECIED BY A CANOPY OR
INTO MASONRY. OVERHANG SUCH THAI THE ANGLE BETVEEN THE EDGE OF CANOPY OR OVERHANG
4. UNIT MUST BE INSTALLED WITH 'MIAMI-BADE COUNTY ID SILL IS LESS THAN 45 DEGREES. UNLESS UNIT IS INSIALLED 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 BASE ON SIDELITES.
6. LATEX SEALANT TO BE APPLIED AT SIDE BY SIDE
JAMBS AND SIDELITES. wIoLKLSS IGIR(IX ! CIL
7. DOOR/SIDELITE HEADER, DOOR/SIDELITE JAMBS, AND SIDELITE BASE SIUIZ ustss art tIt OSrL IRs
CORNERS ARE COPED AND BUTT JOINED.
B. DOORS SHALL BE PRE -PAINTED WITH A VATER-BASED EPDXY RUST
INHIBITIVE PRIMER PAINT WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. PRLMDUR II
9. FRAMES SHALL BE PRE -PAINTED WITH AN ACRYLIC LATEX VATER-BASED/ 11L ZTO0
VATER-REDUCIBLE WHITE PRIMER WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 NIL. MIII&K isiLv
DID x 1 1/2' MINIMUM EMBEDMENT
14) PER HEAD L SILL, (6) PER JAMB
LTERNATE: 3/16' PFH TAPCONS
r/I 1/2' MINIMUM EMBEDMENT
112' x 2' STAPLES
SEE NOT 5)
A
80 II/16'
MAX
N8 x 1 3/4' F.H.W.S
3) PER SIDE FROM
JAMB INTO THRESHOLD
APPAr,IEO AS CC:APLYING WITH THE
lOUTH F Q II A WLOHIG CODE
OA E L I S l
BY /lilap _U,,
PR00 TC TROLOIVISIOtIv
BUILDING CODE CCAIPLIANCE OFFICE
ACCEPTANCE NO.01- 03tL{- I b
I-1020-EM-1 '
SHEET 1 OF'6
Y6 ula C
112'
GLASS BITE
INTERIOR
SEC I IUN A -A
GLAZING DETAIL
INSWING
OTHER CONFIGURATIONS
68 3/4' 6B 7/4'
MAX MAX 37 I/2'
SHERVIN VILLIAMS 850A Zg
MAX
EXTERIOR GRADE LATEX CAULK
w
EXTERIOR
C MDE Comb No IrlEA104
APPROVED AS COIAPLYING AITH THE 1 ADDED PAU 5 « EPimms)
INTERIOR tall tKIB hMt rbr tEL w4
Wl'D EVS r0 L11SOUTHFLRIDABUILDINGCODE (IMAD& UtlQ MMt Sit Vt. Q1 (e mm COAE , N '
29
BY Dt _ 7A
PRODU OtrTROLDIVISt0.V PREMOURINIRY SYSIMS 31-1020-CM-1
BUILDING CODE COMPLIANCE OFFICE m L OrDW SHEET 2 OF 6
3.: PTANCE HOOt -O31 I Ito MIrsm a a1/8' TEMPERED GLASS r.F .
13
Is
Is
13
IS
ox
OTHER DOOR CONFIGURATIONS
68 3/4' MAX
MAX MAX
MAx
MAX
MAX-]•
MAX
MAX
14. IS• ' MAX
MAX MAX
1.' MAID I II
J L.' MAX IS' IS- MAX
AX OLC
IS' MAX
ac
80 11/16' O IS• MAX
MAX aC.
MAXA.A.L.-I
I$' MAY
D.C.
I Il I 1
MAY MAX
b• MAX
MA
MAX
x
MAX
MAX
MAX
MAX
MA
100' MAX
MAX MAX
MAX MAX X aMAXMA.7R AIM
MAX MAI
F. MA
IS'
NAY 1AMAX MAX
b' M
80. 11/16•
MAX
LINIIS KISS DIED, [RAC DEC = PC
URUSIOn LQUSS IVIED, SIR CWL R S
i'''Ni cJ %5 CCUPLYING VOTH THE
6' MAX ]• MAx '
MAX ]. MAX
KAX •' MAX 7: r": j"G'a,A O NGCODE DR. B1 RAI 1-11-01
Y MAX]• MAXR .
MAx MAX PREMDUR ENTRY SYSTEMSMAXOlf
MAX
FROD C 1TROL DNISION 911 E.ZFERSEH
BUILDIN mDE CO.LIPLIANCE OFFICE PRISM, KS. 66762oxoACCEPT10L (o
15• MAX
ac
I5• MAX
ac
I5' MAX
ac
IS' MAX
ac
I5, MAX
ac
II
II JIIAX-
J
AX MAXMMAX
11
II
IS•
MA IS J.A.
MAX
Is j I J
MAX
15• MAX
aC
15• MAX
ac
15' MAX
acc
15' MAX
ac.
IS• MAX
x
1
31-1020-EM-I
SHEET 5 OF 6
RMSIEIN LEIIER
1/4' SHIM MAX
r 3/4'
80 11/16'
MAX
INTERIOR
79 5/16'
MAX
SECTION B-B
2 BY WOOD BUCK
1 1/4'
EXTERIOR
MATERIALS LIST
ITEM NO. DESCRIPTION PART NUMBER COMMENTS
lO I WOOD HEAD JAMB EM-14 I 1/d' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
2O COMPRESSION WEATHERSTRIP Em-25 LOCKSCREEN BRAND LOXSEAL 9650 (BRONZE)
3O WOOD STRIKE JAMB EM-12 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
4Q ALUMINUM -BUMPER THRESHOLD EM-15 PREMDOR BRAND OR EQUIVALENT - 1 1/4' x 4 9/16'
5Q TOP CHANNEL EM-OS 1PREMDOR BRAND - 1 11/16' - 20 GA STEEL
STEEL SKIN 6 go. (Oil #24 -.ODD) m nnmss FR RUE 0 HTTRI a Rr
7O PnLYURETHANE FOAM CORE BASF FOAM - DENSITY 2.0 TO 2.5 Ibs./Ft'
BOTTOM CHANNEL EM-07 PREMDOR BRAND - 1 11/16' - 20 GA STEEL
9O WOOD LOCK BLOCK EM-09 4' X 9 1/2' MTL. TO BE PINE OR EQUIVALENT '
ID STRIKE STILE EM-06 PREMDOR BRAND - 1 11/16' - 20 GA STEEL
II HINGE STILE EH-05 PREMDOR BRAND - 1 II/16' - 20 GA STEEL
I2 LOCK PREP FILLER PLATE EM-10 IPREMDOR BRAND - .050' THICK- MTL. TO BE POLYETHYLENE
13 1 4'x4' HINGE EM-16 HAGER BRAND HINGE OR EQUIVALENT - .097 THICK (STEEL)
14 WOOD HINGE JAMB _ EM-13 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
IS N10-24 x 1/2- F.H.M.S. 4) SCREVS PER HINGE INTO DOOR
16 N10 X 2' F.H.W.S. 5) SCREVS IHROUGH HINGE JAMB INTO SIDELITE JAMB. 8' DOVN FROM TOP.
MAX IB' O.C. THEREAFTER
I0) SCREVS THROUGH STRIKE JAMB INTO SIDELIIE JAMB. 4' DOVN FROM TOP
MAX 8' O.C. THEREAFTER
4) SCREVS THROUGH EACH HINGE INTO DOOR JAMB
6) SCREVS THROUGH EACH SIDELITE JAMB INTO SIDELIIE, 4' DOVN FROM
TOP• MAX 15D.C. THEREAFTER I
3/1 ' PFH AK NS V I
V2 [NBEDFQNI ER D/
16' PFH IAP[pTS V/XINI)U1 I I/Z CXB[p4;N1 BEREFER 10 ELEVATION VIEV, FOR a OF SCREVS USED AND LOCATIONS 18
SIDELITE WOOD STILE EM-28 15/16' X 1 II/16' MTL. TO BE PINE OR EOUIVALENT- 19
qB x 2' F.H.W.S. 2) SCREVS AT EACH STRIKE PLATE LOCKSET
KWIKSET BRAND 200 LOCK OR HARLOC BRAND 100 LOCK 1
NOT USED ON THIS MODEL WOOD
SIDELITE JAMB EM-19 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 1
1/ 4' 22'
X 64' SINGLE PANEL GLASS EM-20 TEMPERED GLASS IN POLYPROPYLENE FRAME- OC-1643 - (ODL-2 AR
T MP R A SIDELITE
TRIM (WOOD) EM-21 5/16 x 1/2' MTL. TO BE PINE OR EQUIVALENT WOOD
CASING EM-22 1/
8, . I' MTL. TO BE PINE OR EDUIVALENT - ITEMS ARE MOLDINGS USE[ FOR '
SIDE BY SIDE JAMBS' AS MULLIONS WOOD
SIDELITE HEAD JAMB EM-23 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT WOOD
SIDELITE BASE EM-24 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT POLYPROPYLENE
LITE FRAME DC-1643, ODL-2 HP Polypropylene by ODL N6
X 1 1/2' PAN HEAD SCREWS 16 PER FRAME TOREXCSPACINGNT ED 14' DC T8HER3E AFTER CORNER AND 0 PIN
NAIL 4' LONG NAIL, C IN I" END, MAX 8' OC. IHCRAFIER, USED ON MULLIMS AND TRIM DOW SILICONE #
995 0', d
fDASCOWkr..V!;IOTN PATEBkoLcostme r//
Fra . , 6Y PRODU
T
C ROL DIVISION BUILDING BUILDING
CODECOMPLIA"'E OFF ACCEPTANCE NO..(
IL i SS NOTED,
FRAG ' DEG ANG AESS NOTED.
S11 M. 101.1 PREMFDOR ENTRY
SYSTEM 911 E.
X E SON PITTSM, KS.
66162 AD[ COUNTY
MODIFICATIONS 1/11/01 J IDED PAGE
5 (DOOR OPTIONS) I 10-I-96 I R REVISIONS I
DAIC 1 1 1 I
NT R Y S7EFL [UG Ii R (- ) SCALE 31-
1020-
EM-I SHEET 3
OF 6 REVISION L(
TIER B
2 BY WOOD BUCK
1/4' SHIM MAX
3/4'
n
1 J
79 3/16'
INTERIOR I MAX
80 11/16'
MAX
2 BY WOOD BUCK
SECTION C-C
1 1/4'
EXTERIOR
PLEASE SEE 'GLAZING DETAIL'
DRAWING #31-1020-EM-I
SHEET 2 OF 6
1 1/4'
DOW SILICONE #995
I& ONE(SS MIR FRAC DEC = ka
Usix. ONE[SS N01(D. sm an. IOl'S.
APPROVED AS COMPLYING NTH
DR.BT DAZE
DA jEF`r l.
EPREMDOR ENTRY SYSTEMS
sY911 E. i(rFERSON
PRTC OLOMSION
PIIISBURG, KS 66%62
BUILDING CODE COMPUP""OFFICE
ACCEPTANCE NOS 110
11
DADE COUNTY MODIFICATIONS
MATFRIAI VAC en MYRENF
AnnEn PAGE S cnnnR nPTInNC'
ADD SCREVS TO LITE FRAME t MATERIAL LIST
I31-1020-EM-I
SHEET 4 OF 6
REVISION MIER D
OTHER.D.DOR PANEL
r 3.6"
No- MAX
79 F/IZ pp pp D0 goo
MAX JODIp ja JODI. 101
BLANK TEIP 6-PANEL 4-PANEL 9-PANEL
4-PANEL
STYLES
00 can
000 ®110000g0o0019
1[][], 000 a 0 Da 000
10-PANEL IB-PANEL FLUSH B-PANEL CROSSBUCK 12-PANEL
OTHER SIDELITE STYLES
30"
I I— M A X
79 1/--,6" '
Mbe (
1X
SL-10 SL-20 SL-30 SL-60 SL-50 SL-50B
00 0o 0o IO II II
00 00 00 00 00 - 00
PD-1 PD-2 PD-3 PD-4 PD-5 PD-6
H , H 00 00 00 00
00 00 00 o0 4-
PANEL 5-PANEL 5-PANEL 5-PANEL 5-PANEL , EYEBROV
V/SCROLL EYEBROV EYEBROV V/
SCROLL a
D D 0 0 SL-
69A SL-69B SL-69C SL-25 SL-55 SL-30D SL-40 SL-9DA SL-90B SL-90C 00
00 00 00 00 00 00 00 PD-
7 PD-8 PD-9 PD-10 PD-11 PD-12 PD-13 PD-14 PO-15 I
0
SL-
30B SL-30C SL-70 8
80 Oo
00 PD-
16 PD-17 PD-
18 PD-19 PD-20 PD-21 PD-22 PD-23 PD-24 PD-25 PD-26 PD-27 PO-28 PD-29 PD-30 PD-31 PO-32 PD-33 LDIIIS
LRESS DIED, FPX IXC = rK CIIRI6DM
I/DESS NUIED, SIO MR. 10.1 goo
D D D D D PARI M-
FU Q:
PRE 0o
Oo 101 DOD DUD . U 0 ao 00 PREMDDR ENTRY SYSTEMS 1.
911
L xTriRSDN PD-
35 PD-36 PD-37 PD-38 PD-39 PO-40 PD-41 PD-42 PD-43 PD-43A PD-43B Pills R6, a 66762 El
SL-
80 0-.
w
y — w
u u5
O O
0
0
u
ySN
O W Z p
W 0
0 WLLV H0
S 4
F 0 a W PD-
34 a 0 `B mUamt31-
1020-EM-I OF - SHEET
6 OF 6 REVISION
Ullte
TRUSS INDEX SHEET
Per Rule 61 G15-31.003 of the Florida Board of Engineers
Customer: MORRISON
Job Identification: Z1971BBG
Address 1 VENETIAN BAY
Address 2 LOT 36
Jurisdiction: CITY OF SANFORD
0
General Buildina Design Information
Florida Building Code - 2001; Chapters 16 and 23
ANSI/TPl 1
Design Loads
Roof: 37 PSF
Floor: —
Wind: 120MPH ASCE 7-98
MYTH LUMBER CO.
ROOF TRUSS DIVISION
2722 SOUTH APOPKA BLVD.
APOPKA, FL 32703
407-299-1522
FAx: 407-299-9153
Engineer of Record ROBERT MONTA OF 237 S WESTMONTE DR., STE 210, ALTAMONTE, FL PE#33709
Or Building Designer:
Alpine Engineered Products Design Software
Seal Date. 10Sep-03
Truss Engineer: William M. Ranieri
FL Lic.# 42704
The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for
the truss component designs listed and included in this truss package. The attached component designs are valid only If depicted with a copy of
the Truss Engineer's ink -stamp seal.
Standard Detail Designs: Std. Gable, Struct. Gable, Comer Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42
Number of Drawings
Truss ID:
R-1
R-2
R-3
R-4
R-5
R6A
R7A
R8A
R-15
R-16(2PLY)
R50
xy R51
R52
j R53
R54
i rr R55
R56
R57
R-60
R-61
R-62
R63
R64
R65
H1
H1A
H2
E2
EJ7
ERA
CJ7
CJ3
CJ3A
C4
CJ5
CJSA
36 Plus Standard Details
Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers
70
IZ o/
60
t 3/I6'
3 / .
I-IOI,D TjIPY.ES
v/ f014 I{Tj.5
tACK
VZ on n•AT.E WALLS
SMYTH UUMDEF. GO.
F,OOF TF,U55 01VI510N
2722 50UTH APOFKA 6LVL)
AFOFKA, FL-. 32703
907) 2gcl - 1522
FAX M07) 2gg - g153
Engineering Gertlflcote
of AuthorTzntTon '06
NOTES
D Ir IS TIE MLDB'S FT-9-Of UTY To
VUFY TnhS TLACELeIT n.0+ all)
Tnl'h PC."$ DrAW*5 eW,5T r$.D
W W1115 AM PMtJ r+Tan
ObF"A•E XtTIR++AID W"Tn M G+
Anr0+79 ?me m+n------_
DATE
Xyc-j "7 1+DT re an Cr 4.7$fPZ) inr+Yf1 JAY RiT1C11r n1Cr AUnICTcAT[U
DY "YTH TTL'T CC1.rU7Y
3) TIMPY-k9 rW AM CUT A' ALTFED
WrHvT AUDMC V ATYN TU DC TffATEP
Cr T$LACED AT 0-?5TCLf ') F#@x
q) DAn:CHW(,E5 R AIN 110 WLL IUT CC
6011..44M ATTKmR rmT rev" u0
vnTTEN COrANT DY 'MYTH TTV55 CMfWn
DETAIL5:
0 TOW To Ie 1 aLCq.l.Cf OA OF PCr
M CtJKC N7TALLATI(1l AID
TarCrN'Y DDACIr I
rUU To @C. ffT$ rfAWWr T(V
FTF Aran ErACM rtuvD
Z) ALL ntrfes arum, Tnr>,c5
11 rC1 VALLEY F/Y1+51
ur,i re ("ntr&N reG.ED
Cr TffB r0 VALLEY TMFXT
rC TLLS "ALTl"UTC
MACAY TEOLMCJTS
3) ALL V6LLEYS TO re C'O' vo`T"LLLLY
F CD DY CA%-ft'
q) T+TffW LOAD DEA1115 WALLS
IIIIj Z4OF MF MJT 709 T Z4 tfit +
SIMPSON I USP KANT•SAG
eI • HUS26 OR THD26
iI • HHUS26.2 OR THD26.2
la• HHUS262 OR THD28-2
46- HHUS16 OR THD16
0- HGLIS26.2 OR THDH26.2
J- HGUS211-2 OR THDH262
a' • HGUS26.0 OR THDH26.0
R- • SUUR210 OR SKH21OUR
0) - HGUSI6 OR THDH4S
SI- THM22 OR MSPA22
D - THACI22 OR MSM22F
R - HUCI10 OR HDItOff
TH1426 OR HJC26
LNU
XTGF,EAT FM
THIS DWG PREPARED FROM COMPUTFR INPUT 11 DADS A nIMFNSInNSI SIIRMITTFn RY TRIISS MFR
L1911bbb - K-1)
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
120 MPH WIND, 14.31 FT MEAN HGT, ASCE 7-98, CLOSED 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.
CALCULATED HORIZONTAL DEFLECTION IS 0.21" DUE TO LIVE LOAD AND 0.17" DUE
TO DEAD LOAD.
0-4-3
1
T
3X8(B5R)
1-4-0
r
CALCULATED VERTICAL DEFLECTION IS 0.36" DUE TO LIVE LOAD AND 0.30" DUE
TO DEAD LOAD AT X - 11-6-0.
5X6=
2 X 4 III 3X6 (A1)
11-6-0
20-0-0
r 28-6-0 -
1- 20-0-0 '
R-1561 U-269 W-8"
0-0 Over 2 Supports
1-4-0
y
R-1561 U-268 W-8"
10-4-3
0-4-3
IL
9-4-0
PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 OTY:10 FL 1 R Scale 1875" Ft.
WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HAIIDLING, SHIPPING. INSTALLING AND
BRAC G. REFER TO HIB-91 (HANDLING INSTALLING AIID BRACIIIG). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE, SB3 D'ONOFR IO DR., SUITE 200. MA SON, WI 5J719). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE 11401CATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR A14Y DEVIATION FROM THIS DESIGN, ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
M.A
p IFI '•.I/
F No. 42704
S STATE OF •Q
T C
T C
BC
BC
L L
D L
DL
LL
20.0
7.0
10.0
0.0
P S F
P S F
PSF
PSF
R E F R 3 5 2-- 37727
SMYTH LUMBER CO.
ROOF TRUSS DIVISION
2722 SOUTH APOPKA BLVD.
APOPKA, FL 32703
DATE 0 9 1 1 0 3
DRW SLTUSR352 03254021
SLT-ENG WMR
407.299,1522
FAx: 407-2999153
SPECIFICATION PUBLISHED BY THE AMERICAII FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF ZOGA ASTM A653 GRAD GAL V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
70AA5. OR,OP ffVWy•ti• ,.••./
S ...El1
TOT.LD. 37.0 PSF SEON- 19161
D U R F A C . 1.25 FROM MPROFESSIONALENGINEERING
CERTIFICATE OF AUTHORIZATION 09218
DRAWINGS 160 A-Z. THE SEAL 011 THIS DRAWING IIIDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT
FOR 99
ANY
PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Sep 11 '03 SPACING 24.0" JREF- 1S63352_Z02
L19/lddu - K-L
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
CALCULATED VERTICAL DEFLECTION IS 0.37" DUE TO LIVE LOAD AND 0.30" DUE
TO DEAD LOAD AT X = 11-6-0.
0-4-3
1
T
3X8(B5R)
120 MPH WIND, 14.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG. NOT LOCATED
WITHIN 6.50 FT FROM ROOF EDGE, CAT I1, EXP B. WIND TCDL-5.0 PSF, WIND
BCDL-5.0 PSF.
CALCULATED HORIZONTAL DEFLECTION IS 0.21" DUE TO LIVE LOAD AND 0.17" DUE
TO DEAD LOAD.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC.
5X6= 5X6=
2X4 III
nA V — VnV— •-•
2X4 III 3X6(Al ) =
1-4-0 1-4-0
fE
19-0-02-
0-0 11,
19-0-0 I f
11-6-0 1 28-6-0 ICE
40-0-0 Over 2 Supports —1
R-
1561 U-481 W-8" R-1561 U-481 W-8" 9-
10-3 0-
4-3 L
9-
4-0 PLT
TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R Scale 1875" Ft. YARNING"
TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND T
C ILL 2 D. D P S F R E F R 3 5 2-- 37728 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE.
513 D•ONOFRIO OR., SUITE 200. MADISON. YI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING
THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED A
F••. / t (
v •• T C D L 7. 0 P S F DATE 0 9 / 1 1 0 3 SMYTH
LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. t N0.42%O4 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 1
BC DL 10.0 PSF DRW SLTUSR352 03254056 SLT
ENG WMR 272250vrF+
APOPKABLVD. BUILD THE TRUSSES IN CONFORMAIICE PITH TPI: OR FABRICATING. HAIIDLING. SHIPPING. III STALLING AIID BRACIIIG
OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS DESIGN 1 STATE OF • iTBC ILL D. D PSF APOPKA. FL 32703 NATIONAL AND
PAPER TAPPLYACONNECTORS t :
0
S E O N- 19163 407.299.1522 CONNECTORSIAREPMADESHE OF020GATHE ASTMMA653AGR40RESTGALV. STEEL. EXCEPTIASINOTED. TO RIOP TOT L D. 37. 0 P S F FAx:
407-299.9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER S NA1.E OUR . F A C . 1 . 25 FROM M PROFESSIONALENGINEERINGDRAWINGS
160 A'Z. THE SEAL ON THIS CRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY
SOLELY FOR THE T%USS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS SPACING
24.D" JREF- 1S633522. CERTIFlUTE
OF AUTHORFZA11ON 09218 COMPONENT ANSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Sep 11 '01 IFORANSI1_Z02
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONSI SUBMITTED BY TRUSS MFR
LlV/ibbb - K-3)
1
I •C J
TOP CHORD 2x4 SP #2 120 MPH WIND, 13.57 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. CALCULATED HORIZONTAL DEFLECTION IS 0.22" DUE TO LIVE LOAD AND 0.18" DUE
TO DEAD LOAD.
A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED
ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
CALCULATED VERTICAL DEFLECTION IS 0.37" DUE TO LIVE LOAD AND 0.31" DUE
TO DEAD LOAD AT X - 11-6-0.
0-4-3
1
T
5X8= 5 X 6 =_
3X10 F1 _
LX4 III
2X4III 3X6(A1)
1-4-0
17-0-0 6-0-0 17-0-0
11-6-0 28-6-0
fE 40-0-0 Over 2 Supports
R-1561 U-483 41-8"
1-4-0
r
R-1561 U-483 W-8"
8-10-3
0-4-3
J'
9-4-0
PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R Scale 1875" Ft.
WARNING-' TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
I"STI TUTE. 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. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG10 CEILING.
IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
BUILD THE TRUSSES IN C014FORMAIICE WITH TPI. OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIOIIS OF NDS (NATIONAL DESIG14
A
pS IFI '•.II//
V %..
N0.42%04 ;
J
i STATE OIF
T C
T C
BC
BC
L L
D L
DL
LL
20.0
7.0
10.0
0.0
P S F
P S F
PSF
PSF
R E F R 3 5 2-- 37729
S MYTH LUMBER CO.
ROOFTRUSSDIVISION
2722 50lfTH APOPKA E3Lvo.
APOPKA. FL 32703
DATE 0 9 / 1 1 / 0 3
DRW SLTUSR352 03254022
SLT-ENG WMR
407-299-1 522
FAX: 407-2949153
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOC IAT 1011) AND TPI. ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A653 GRID GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 70
EACH FACE OF TRUSS, AND UIILESS OTHERWISE LOCATED ON THIS DESIGN, POSITI011 CONNECTORS PER
t;4 p•:VORO••••Q
N
TOT.LD. 37.0 PSF SEON- 19165
D U R F A C . 1.25 FROM MPROFESSIONALENGINEERING
CCERTIFIATE OF AOTNORmAT1ON#9216
ORAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPoll S1 B I L ITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS CO1
95SECTION
PARTTICULAR BUILDING IS
THE RESPONSIBILITMPONENTF 0911Y OF THEBUILOINGDESIGNER. PER A, N_'_ Alt Sep
11 '03 SPACING
24.0" JREF- 1S63352 702
Lly/lbbb - K-4
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED
ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
3X8(B5R)
67H.31
120 MPH WIND, 13.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B. WIND TCDL-5.0 PSF, WIND
BCDL-5.0 PSF.
CALCULATED HORIZONTAL DEFLECTION IS 0.23" DUE TO LIVE LOAD AND 0.19" DUE
TO DEAD LOAD.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
2X4III 6X8=
6Ab
5X6 - 5X6-
6 r 6
A)
A)
3X6=
5X6= 2 8 0
2.95
2X4III
c
4 0
1nYIn= AYin- cvr=
2 X 4 III 3X6(Al )
1-4-0 1.4-0
15-0-0 _I_ 10-0-0 _I_ 15-0-0 _I
11-6-0 28-6-0
0-0-0 Over 2 Supports
R-1561 U-486 W-8" R-1561 U-485 W-8"
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R Scale 1875" 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-- 37730BRACING. REFER TO HI5-91 (HANOLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 D'0 OFRIO DR., SUITE 200. "ADIS011, NI 53719). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIO14S. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED
tIF •••'•. wF T C D L 7.0 P S F DATE 0 9 / 1 1 0 3
S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
NO.4i%04
ROOF TRussDIVISION
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
BC DL 10.0 PSF DRW LTU$R352 03254023
2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE NI TH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND i
STATE BC 0.0 PSFAPOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN COIIFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN S OF LL SLT-ENG WMR
407-299,1522 SPECIE (CATION PUBLISHEO BY THE AMERICAN FOREST AND PAPER ASSOCIAT1011) AND TPI ALPINE
CONNECTORS ARE MADE OF 20GA AS TM A653 GRAD GALV. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO
Q.. OR,O,.•' TOT LD 37.0 PSF SEON 39050
FAX: 407-299-9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER E 0 U R F A C 1.25 FROM S FDRAWIIIGSI60A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING YY A PROFESSIONAL
ENGINEERING RESPONSILITY SOFOR THE T USS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS BILELY CERTIFICATEOFAUTHORFZ.
ATION #9210 COMPONENT FOR A14Y PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SE'P 11 '0 SPACING 24.0" JREF- 1S63352_Z02 ANSI/TPI 1.1995 SECTION 2.
THIS DWG PREPAgED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR.
L1`1/ltlbb - K-S
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
T1 2x4 SP #1 Dense:
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
120 MPH WIND, 12.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG. NOT LOCATED
WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B. NIND TCDL=5.0 PSF, WIND
BCDL-5.0 PSF.
CALCULATED HORIZONTAL DEFLECTION IS 0.24" DUE TO LIVE LOAD AND 0.20" DUE
TO DEAD LOAD.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
5X8=
2X4111 2.5X4= 2X4III 5X8=
X65
5X6
6 r
1 6
T1
5X12=
2.5X4=
2.95
2-8-0
2X41119-4-0
7X10= 6X8= 2X4111
3X1O(F1)
2X4III 3X6(A1)
1 a-0 1-4-0
r
I, 13-0-0 _I_ 14-0-0 _I, 13-0-0
f 11-6-0 'r 28-6-0
40-0-0 Over 2 Supports
R-1561 U-488 W-8" R-1561 U-488 W-8"
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY:1 FL 1 R Scale 1875" Ft.
WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND
RACING. REFER TO HIB-91 (HANDLING INSTALLING AIID BRACING), PUBLISHED BY TPI (TRUSS PLATE
I RAC5B3 O'O11 FRIO DR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PR hCTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGII; ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRIC ATI14G. HANDLING. SHIPPING, INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
0.FIq••. r;(
F NOS 42%O4 ;
y
4
X*
1 ; t STATE OF
j
T C
T C
BC
BC
L L
OIL
DL
LL
2 0.
7.0
10.0
0.0
0 P S F
P S F
PSF
PSF
R E F R 3 5 2-- 37731
SMYTH LUMBER CO.
ROOF TRUSS DIVISION
2722 SOUTH APOPKA BLvD.
APOPKA. FL 32703
DATE 0 9 / 1 1 / 0 3
DRW SLTUSR352 03254024
SLT-ENG WMR
407-299-1 522
FAX: 407-299-91 53
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO'.0
EACH FACE OF TRUSS. AIID UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
1• Q;r
R1Or••iA VV T 0 T L D . 3 7.0 P S F S E O N 39052
D U R F A C . 1.25 FROM CJ FPROFESSIONALENGINEERING
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
AIL
CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER
ANSI/TPI 1-1995 SECTION 2. Sep 11 '03 SPACING 24.0" JREF- 1S63352_Z02
L1N710tl17 - KOA
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 :T3 2x6 SP #2:
BOT CHORD 2x4 SP #2 :B2 2x4 SP #1 Dense:
WEBS 2x4 SP #3 :1,19 2x4 SP #2:
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED
ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
CALCULATED VERTICAL DEFLECTION IS 0.59" DUE TO LIVE LOAD AND 0.49" DUE
TO DEAD LOAD AT X - 19-9-0.
5-10-3
0-4-3
1
T
5X8=
120 MPH WIND, 12.10 FT MEAN HGT, ASCE 7-98, CLOSED BLDG. NOT LOCATED
WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCOL-5.0 PSF, WIND
BCDL-5.0 PSF.
CALCULATED HORIZONTAL DEFLECTION IS 0.29" DUE TO LIVE LOAD AND 0.24" DUE
TO DEAD LOAD.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC.
2X4 III 6X10= 6X10=
L.5X4 i
Za) 2X4%
r
W9
6
6
B2
5H6- 2-6-14 3X8= HS1018
J
2 95
0-4-3
2X4111 T 9-4-0
3X8(B51R) =
2X4 III 7X8=
3X6 Al —
1-4-0
ry
LE 11-0-0 a1 18-0-0 _I, 11-0-0
f 11-1-5 28-10-11
40-0-0 Over 2 Supports
R-1554 U-484 W-8"
1-4.0
y
R-1554 U-483 W-8"
PLT TYP. 20 Gauge HS,Wave TPI R Design Crit: TPI STD FLBC 19.63 wommam, 0TY:1 FL 1 R Scale 1875" Ft.
WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND
BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
Q _ T C L L 20.0 P S F R E F R 3 5 2-- 37732
INSTITUTE. 583 O'ONOFRIO DR., SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATEO. TOP CHORD SHALL HAVE PROPERLY ATTACHED
SIF c•••.
7.'• T C D L 7.0 P S F DATE 0 9 1 1 0 3SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 3 f4
ROOF TRUSS DIVISION IMPORTANTFURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f N0. 42704 BC DL 10.0 PSF DRW SLTUSR352 03254025 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722SOUTHAPOPMABLVD.
BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND APOPKA,
FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPL (CABLE PROVISIONS OF NDS (NATIONAL DESIGN S 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 IN P 1 FAX:
407-299-91 53 CONNECTORS
ARE MADE OF 20GA AST A65J GRAD GALV. STEEL. EXCEPT A$ NOTED. APPLY CONNECTORS TO L O R% r• T 0 T. L D. 37.0 P S F S E O N- 26031 EACH FACE
OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DE SI GII, POSITION CONNECTORS PER DRAWINGS 160
A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTAIICE OF PROFESSIONAL ENGINEERING s/OryA1,EN PROFESSIONAL ENGINEERINGRESPONSIBILITYFOR
THE EDT DUR.FAC. 1.25 CERTIFICATE OF
AUTTIORRATION #9218 SOLELY TIjUSS
C0NP0 DES GII SHOWN. THE SUITABILITY ANO USE OF THIS COMPONENT FOR
ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Sep 11 '0 AMSI/TPI1-1995 SECTION 2. SPACING 24.0" JREF- 1563352_Z02
L1`1/1b0U - K/A
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR
I
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
IJEBS 2x4 SP #3 :I•17, W8 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.
SHIM ALL SUPPORTS TO SOLID BEARING.
0-4-3
1
T
2X4=
120 MPH HIND, 11.60 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.
CALCULATED VERTICAL DEFLECTION IS 0.09" DUE TO LIVE LOAD AND 0.07" DUE
TO DEAD LOAD AT X — 9-1-6.
5X6= 6X8= 2X4111 2.5X4= 5X6=
A 2X4%
6 r
W8 6
4-10-3
2X4 III 7X10 ==
5X12= 2-0-15 W7 0-4-3
2.95 1
T
9-4-0
2X4 III 5X8= 2.5X4
3X6(F1) = 3X6(A1) _
I-4- E 21-1D-" 1-4-0
r
1 9-0-0 1 22-0-0 I 9-0-0
9-1-6 30-10-10
E 40-0-0 Over 3 Supports
R-772 U-278 W-8" R-1713 U-485 W-4" R-622 U-237 W-8"
PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 19.633 0TY:1 FL - 1 R - Scale=.1875" Ft.
WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND e -
BRACIIIG. REFER TO HIB-91 (HANDLNG INSTALLING AND BRACIIIG). PUBLISHED BY TPI (TRUSS PLATE (p- T C L L 20.0 P S F R E F R 3 5 2-- 37733
INSTITUTE, 583 0'0NOFRIO DR
I
SUTE 200. MADI SON. WI 53719). FOR SAFETY PRACTICES PRIOR TO .IFI('••
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED •f „9.•T C D L 7. D P S F D A T E 0 9/ 1 1/ 0 3SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V (
ROOF TRUSS DIVISION "IMPORTANT••
SHALL
FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
OT BE RESPONSIBLE1
i No.4 704 =
1
BC DL 10. 0 PSF DRW SLTUSR352 03254026PRODUCTS.
BUSSES IN 71
INC. NOT FOR ANY DEVIATIONEVIION FROM THIS DESIGN; ANY FAILURE TO
7C 7{
I
TCONFORMANCE WITH TPI: OR FABRICAN HANDLING . SHIPPIG, 272250UTTHAPOPKABLVD BUILDTHENINSTALLINGANDS STATE OF
BC ILL 0.0 PSF SLT-ERG /WMR APOPKA. FL 32703BRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 407-299-1522
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ti A, Pf CONNECTORS ARE MADEOFByASTMA65J
GR10
GALV. STEEL. EXCEPT AS NOTED. APPLY C011NECTORS 70 Q A t1v TOT . L D . 3 7.0 P S F S E O N - 25886 FAx: 407.2999153; •..,,_,...•• EA[H FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS
160 A-
Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S IYAI.Fl1 DUR. FAC. 1 .25 RESPONSIBILITY SOLELY FORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION
11921 EI COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-
1995 SECTION 2. SeP 11 '0 SPACING 24.0" JREF- 1S63352_Z02
Lly/lbbU - KOA
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x6 SP #1 Dense :T1 2x4 SP #1 Dense:
T4 2x4 SP #2:
BOT CHORD 2x4 SP #2 :B2 2x6 SP #2:
WEBS 2x4 SP #3 :W4, 145, W6 2x4 SP #2:
A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED
ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS.
CALCULATED VERTICAL DEFLECTION IS 0.22" DUE TO LIVE LOAD AND 0.19" DUE
TO DEAD LOAD AT X — 7-1-6.
0-4-3
1
T
6X6= 4X16=
120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
ANYWHERE IN ROOF, CAT II, EXP 8, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC.
SHIM ALL SUPPORTS TO SOLID BEARING.
7X8= 3X8= 6X8=
2 X 4
6 r V15
6
T1 1OX14= 3 10 3
0 4 3
2.95 8X12= 1-7-1 2X4111 W6
9-4-0
3X8(F1) = HS2512III 5X8= 2.5X4=
3X6 (A1) _
4-0
21-10-0 _
I 1-4-0
l< 7-0-0 3126-0-0 _I_ 7-0-0 I 7-
1-6 T 32-10-10 irz
40-0-0 Over 3 Supports R-
1437 U-428 W-8" R-3593 U-1020 W-4" R-1122 U-339 W-8" PLT
TYP. 20 Gau a HS,Wave TPI R Design Crit: TPI STD FLBC 19.633 OTY:1 FL 1 R Scale 1875" Ft. WARNING••
TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND T
C L L 20.0 P S F BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE,
551 V ONOFRIO DR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING
THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED R`'
Gj
tIF1 '•:
V rr•.
T C OIL 7.0 P S F R
E F R 3 5 2-- 37734 S
MYTH LUMBER CO. DATE
0 9 / 1 1 / 0 3 ROOF
TRUSS DIVISION STRUCTURAL
PANEL S. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHEO RIGID CEILING. IMPORTANT;*
FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED N0.42704 1
BC
OIL10.0 PSF DRW SLTUSR352 03254027 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 1 2722
SOUTH APDPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND ANDt C APOPMA. FL 32703 BRACING OF TRUSSES. THIS DESIGII CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S STATE OF B L L 0 . 0 PSF FS L T - E N G WM R 407-
299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE AV. 1 CONNECTORS AREMADEOF20GAASTMA651GRADGALY. STEEL. EXCEPT AS NOTED. APPLY TO•. O RIO T 0 T L D . 37.0 P S F S E O N 26033 FAX: 407-2999153EACHFACEOFTRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 0 OUR FAC 1.
25 FROM SF PROFESSIONAL ENGINEERING DRAWIIIGS160A-
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09218 COMPONENTANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Sep 11 ' IFOR SECTIOPARTICULAR SPACINGSEEABOVE JREF- 1S63352_Z02
Y/ibbU - K-17)
THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
2.5X4(A1)
120 MPH WIND, 11.56 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP C, WIND TCDL-5.0 PSF, WIND
BCDL-5.0 PSF.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC.
4X8= 2X4III 3X10= 2X4III
1-4-?j
1, 9-0-0 ,I, 11-8-0 I
f 12-7-0 T 8-1-0
L 20-8-0 Over 2 Supports 'I
R-861 U-610 W-8"
T
2-2-3
12IIL0 0
R-750 U-548 W-4"
Q1
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R Scale 3125" Ft.
WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND
INSTITUTE. 583 D'ONOFRIO OR SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO
RACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS
PLATEUN- PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOMCHORD SHALLHAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT" FURNISH A COPY OF THI$ DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
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SMYTH LUMBER CO. ROOFTTRUSSDIVISION
DATE 09/11/03
DRW SLTUSR352 03254028
SOUTH APOPKA BLvD.
FL 32703
407.299.1522
407.299-9153
BUILD THE TRUSSES IN CONFORMANCE WITH TPI; ORFABRICATING, HANDLING. SHIPPING, INSTALLING AND}
APOPKA. BRAC111G OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
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OUR F A C . 1.25 FROM MENGINEERING
DRAWINGS 160A-Z.THE SEAL ON THIS DRAWING INDICATESACCEPTANCE OF PROFESSIONAL ENGIIIEERING
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUIThBILITY AND USE OF THIS
CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER
ANSI/TPI 1.1995 SECTION 2. Sep 11 '03 SPACING 24.0" JREF- 1S63352_ZO2
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
kLIV/ 1DDLi - K-1D(ZNLT TOP
CHORD 2x4 SP #2 BOT
CHORD 2x6 SP #2 WEBS
2x4 SP #3 T2
2x6 SP #2: B2
2x4 SP #1 Dense: W3,
145 2x4 SP #2: 120
MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE
IN ROOF, CAT II, EXP C, HIND TCDL-5.0 PSF, WIND BCDL=5.0 PSF ROOF
OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN
LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC. 7X8=
T2 2
Complete Trusses Required NAILING
SCHEDULE: (0.1310.0_g_nails) TOP
CHORD: 1 R014 @ 12" o.c. BOT
CHORD: 1 R014 @ 12" o.c. WEBS :
1 ROW @ 4" o.c. USE
EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN
EACH ROW TO AVOID SPLITTING. 1
HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. DEFLECTION
MEETS L/360 LIVE AND L/240 TOTAL LOAD. 12X14 (! ! ) =
6X6= 2X4 III T
1-
2-3 12L-
0-0 9-
4-0 2.
5X4(A1) = `""" E
7-
0-0 _I, 13-8-0 31 1 12-
7-0 8-1-0 1 i-
E 20-8-0 Over 2 Supports R-
1539 U-1230 H=8" R-1649 U=1274 W-4" PLT
TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 19.630 OTY:1 FL 1 R Scale 3125" Ft. NARNING "
TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING.
REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE.
583 D'OUOFRIO DR., SUITE 200. NADI S011, YI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING
THESE FUIICTIOIIS UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED Q _
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APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WI TH TP1: OR FABRICATING. HANDLING, SHI PP IIIG, INSTALLING AND STATE OF
BC LL 0.0 PSF SLT-ENG WMR APOPKA. FL32703407.299.
1 522 BRACING OF
TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGNt SPECIFICATION PUBLISHED
BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE SEON- 18879
FAx: 407.299.9153 CONNECTORS ARE
MADE OF 20GA ASTM A653 GRAD GAL V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE
OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ORIQ.V
TOT AD. 37.0 PSF D U
R F A C 1.25 FROM M PROFESSIONAL ENGINEERINGDRAWINGS160
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FOR THE T(jJSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFIUTE OF
AUTHORMATION N9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Sep 11 '0 ANSI/TPI
1.1995 SECTION 2. SPACING SEE ABOVE JREF- 1S63352_ZO2
L1911bbb - K
THIS OWG PREPARED FROM COMPUTFR INPUT TI DADS A nIMFNSInN11 SIIRMITTFII RY TRIKS. MFR
a .0 9
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #1 Dense
IJEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
120 MPH WIND, 11.97 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCOL-5.0 PSF, WIND
BCDL-5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
2 X 4 III
0-3-8
V
F +
9-4-0
L<1-4-0>1
fc` 10-11-8 Over 2 Supports I
R-505 U-240 W-8" R-369 U=238 W-3"
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:5 FL 1 R Scale 375" Ft.
WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 5BJ D'ONOFRIO DR.. SUITE 200. HAN SON. WI 53719). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
pSIF/. A ';
T C
T C
L L
D L
20.0
7.0
P S F
P S F
R E F R 3 5 2-- 37737
S MYTH LUMBER CO. DATE 0 9 1 1 0 3
DRW SLTUSR352 03254030ROOFTRUSSDIVISION
2722 SOUTH APOPKA BLvD.
APOPKA, FL 32703
IMPORTANT'- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS. IN SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
No.42704
L STATE OF
BC
BC
DL
LL
10.0
0.0
PSF
PSF SLT-ENG WMR
407.299-1 522
FAX: 407-2999153
SPECIFICATION PUBLISHED BY THE AM ER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GAL . STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS. AAND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER
yV S, IN 0R%O,, •• TOT.LD. 37.0 PSF SEON- 39071
OUR. FAC. 1.25 FROM FPROFESSIONALENGINEERING
CERT1FicATE or AUTHORIZATION Y19218
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTAIICE OF PROFESSY10NAL ENGINEERING
RESPOt, SI BI LITY SOLELY FOR THE TRU55 COMPONEIIT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
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U p
c S"'IVA1.El Sep
11 '03 SPACING 24 D" JREF- 1563352 Z02
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR.
L 17/11313V - KD1
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #1 Dense
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
T
1-8-11
1
120 MPH WIND, 11.97 FT MEAN HGT, ASCE 7-98, CLOSED BLDG. NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B. WIND TCDL-5.0 PSF, WIND
BCDL-5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
2X4 III
2X4III 5X4=
L<1-4-O>1
R-494 U-199 W-7"
10-10-8 Over 2 Support
R-379 U-276 W=3"
0-3-8
8-0-0
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R Scale 375" Ft.
WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND
B0.AC ING. REFER TO H18-91 (HANOL ING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE R`'
j
T C L L 20.0 P S F R E F R 3 5 2-- 37738
INSTITUTE. 5B3 O'ONOFRIO DR.. SUITE 200. MAD150N. WI 53719). FOR SAFE iY PRACTICES PRIOR TO
PROPERLY ATTACHED
SIFT '•. V
r T C D L 7.0 P S F DATE 0 9 / 1 1 / 0 3
SMYTH LUMBER CO. STRUCTURAL PANELS. SOT TON CHORDESHALLHHAVESA PROPERLYDATTACHEO ROIGIOACEILING
DRW SLTUSR352 03254031ROOFTRUSSDIVISION
IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t :O. i2704 =1
BC DL 10.0 PSFPRODUCTS, 111C. SHALL 110T BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGII: ANY FAILURE TO 17 7` 7S2722SOUFHAPOPKABLVD. BUILD THE TRUSSES IN C014FORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND i CAPOPKA, FL 32703 BRACING OF T0.USSES THIS DESIGN COIIFORMS NITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF B L L O . O PSFF S L T - E N G WM R
407-299-1 522 SPECIFICATION PUBLISHED BY THE AM ER ICAN FOREST AIID PAPER ASSOCIATION) AND TPI. ALPINE S P fL SEON- 39073FAx: 407-2999153
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EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONVECTORS PER
R,r••A
S•IVA1.El1
TOT. LID. 37.0 PSF
OUR FAC 1.25 FROM SFPROFESSIONALENGINEERING
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RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOW". THE SUITABILITY ANO USE OF THIS
CEFTTIFTCATE OF AUTIIDRILATION#9218 COMPONENT ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING 0ESI GNER, PER Sep 11 'D1FORSE SPACING 24.0" JREF- 1563352_Z02
F4VIAN ri1=111111lae
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x6 SP #2
BOT CHORD 2x8 SP #1 Dense :B2 2x4 SP #2:
WEBS 2x4 SP #3 :WI. W7 2x6 SP #2:
SPECIAL LOADS
LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25)
TC From 54 PLF at 0.00 to 54 PLF at 2.71
TC From 64 PLF at 2.71 to 64 PLF at 4.75
TC From 54 PLF at 4.75 to 54 PLF at 13.75
TC From 64 PLF at 13.75 to 64 PLF at 15.79
TC From 54 PLF at 15.79 to 54 PLF at 20.79
PLT- From 10 PLF at 4.90 to 10 PLF at 13.60
BC From 20 PLF at -0.42 to 20 PLF at 2.71
BC From 110 PLF at 2.71 to 110 PLF at 15.79
BC From 20 PLF at 15.79 to 20 PLF at 19.17
BC From 4 PLF at 19.17 to 4 PLF at 20.79
BC 71 LB Conc. Load at 2.71, 15.79
BC 336 LB Conc. Load at 4.94
5X6 (R) \\\
0-7-4
y
T
120 MPH WIND, 16.58 FT MEAN MGT, ASCE 7-98. CLOSED BLDG. NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE. CAT II, EXP B, WIND TCDL-5.0 PSF, WIND
BCDL-5.0 PSF.
A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EOUALLY SPACED
ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
COLLAR -TIE BRACED WITH CONTINUOUS LATERAL BRACING AT 24' OC. OR RIGID
CEILING.
DEFLECTION MEETS L/480 LIVE AND L/360 TOTAL LOAD.
1) 2x8x4-4-0 SP #1 Dense SCAB AT LEFT END. ATTACH SCAB TO FACE OF CHORD
5 X4 = WITH: 0.131x3.0_9_nails @ 8' OC, PLUS ADDITIONAL NAIL CLUSTERS AT: BRG.:
9). HEEL: (10). 1st PANEL POINT: (2).
3X16 III
4A14 (K) DI HJZ51Z (K) 111
2.5X4 III
6-6-2
8 -O
R=1622 U=698 W-7"
R-1675 U-721 1.1-3"
1-5.0
I, 9-8-0 _I 9-11-0 I
i
19 7 0 Over 2 Supports
I
PLT TYP. High Strenggth,
Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R - Scale =.25" Ft.
WARNING-* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND
RACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE, 5B3 D'ONOFRIO DR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACKED
Q _
r••-'•.•
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TC L L
TC D L
20.0 P S F
7.0 P S F
R E F R 3 5 2-- 37739
DATE 0 9 / 1 1 / 0 3SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING V
DRW SLTUSR352 03254032ROOFTRUSSDIVISIONIMPORTANT- 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
S N0. 4Z704 BC DL 10.0 PSF
j*
SLT-ENG WMR
2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS DESIGN
1 Jf
STATE OF BC LL 0.0 PSFAPOPMA. FL 32703
407-299-I 522
NATIONAL
SPECIFICATION PURL ISHE0 BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
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39083 D
U R F A C 1.25 FROM S F PROFESSIONALENGINEERINGDRAWINGSEACH
160 ARZ. DRAWINGSE INDOICATESSACCEPTANCE OF ENGINEERING[- CERTIFICATE
OF AUTHORIZATION 89218 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT
ANY PARTICCTION ULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Sep 11 '03 SPACING SEE ABOVE JREF- 1563352_Z02 TPI1FORSE
LIVIlbbV - K73
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR
TOP CHORD 2x4 SP #2
BOT CHORD 2x8 SP #1 Dense
WEBS 2x4 SP #3
A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED
ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
2 X 4 III
3X4 (I
i
0-7-4
F
2 X 4 III
K 5-3-0 Over 2 Supports
R-177 U-180 W-3" R-194 U-263
9-3-6
0
120 MPH WIND, 16.05 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B. WIND TCDL-5.0 PSF, WIND
BCDL-5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:2 FL 1 R Scale 3125" Ft.
RU --YARNING-- TSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLIMG. SHIPPING. INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TRI (TRUSS PLATE
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DATE 0 9 1 1 0 3TSMYHLUMBERCO. STRUCTURAL PANELS. BOTTOMSCHORDESSSHALLHHAVESA PROPERLYDATTACHEDORIGIDALL CEILING t `((
DRW SLTUSR352 03254033ROOFTRu55DIVI510NIMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i No. 42704 BC DL 10.0 PSF
2722 SOUTH APOPKA
PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
SLT-ENG WMR
BLVD.
APOPKA. FL 32703
407.299-1
BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS PITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY THE AHER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
S STATE OF J
S• j
BC LL 0.0 PSF
S E O N 39075
522
CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO O RIO TOT L D 37.0 P S FFAX: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER A•~p'••+••'~
OUR FAC 1 FROM SFPROFESSIONALENGINEERING
DRAWINGS 160 A•Z-THE SEAL ON THIS OR AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S IYA1.!1
CERTIFICATE OF AUTHORIZATION #921a
RESPONSIBILITY SOLELY FOR THE TP4J55 COMPONENT OE SGN SHOWN. THE SUITABILITY AND USE OF THIS
COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Sep 1 1 ' .
L
25 IANSI/TPI 1-1995 SECTION 2. SPACING 24.0" JREF- 1S63352_Z02
L19/1111:56 - K54
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2
BOT CHORD 2x6 SP #2
WEBS 2x4 SP #3
SPECIAL LOADS
LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.=1.25)
TC From 54 PLF at 0.00 to 54 PLF at 3.67
BC From 20 PLF at 0.00 to 20 PLF at 3.67
BC 194 LB Conc. Load at 0.77, 2.77
TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP.
2X4 III 2.5X4 (R) III
T
2-0-0 2-0-0
4—Bi- 0
2.5X4=
2 X 4 III
3-8.0 Over 2 Supports
R-336 U-180 R-323 U-180 1-1-3.5"
120 MPH WIND, 10.00 FT MEAN HGT. ASCE 7-98. CLOSED BLDG. NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL-5.0 PSF, WIND
BCDL-5.0 PSF.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC
THE TC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANS AT 24" OC IN
LIEU OF STRUCTURAL SHEATHING.
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R Scale 375" Ft.
WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
RACING. REFER TO HIB-91 (HANDLIIIG INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 O'ONOFRIO DR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED
Q4Q_,
jH (••''•,' j•
3 (( „9.•
TC
TC
L L
D L
20.0
7.0
P S F
P S F
R E F R 3 5 2-- 37741
DATE 0 9 / 1 1 0 3SMYTHLUMBERCO. STgUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
DRW SLTUSR352 03254034ROOFTRU55DIVISIONIMPORTANT•• FUR 11ISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F No.i%04 BC DL 10.0 PSFPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 1 =1
2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND
APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S STATE OF B C L L 0 . 0 PSFF S L T - E N G WM R
407.299-1522 SPECIFICATION PUBLISHED BY THE AMER [CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF 20GA AHSTM A653 GRAD GAL STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO O TOT. FAX: 407.299.9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER••••••••••
R10 .•/ L D . 37.0 P S F S E 0 N 39078
OUR. F A C 1.25 FROM SFPROFESSIONALENGINEERING
DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S IVA1.1
CERTFICATE Or AUTHORIZATION 1192113 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
COMPONENTANY NSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Sep 11 SPACING SEE ABOVE JREF- 1563352_Z02
L19/1bbb - Kt)!)
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
TOP CHORD 2x6 SP #2
BOT CHORD 2x8 SP #1 Dense :B2 2x4 SP #2:
WEBS 2x4 SP #3 :I.11, W7 2x6 SP #2:
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
COLLAR -TIE BRACED WITH CONTINUOUS LATERAL BRACING AT 24" OC. OR RIGID
CEILING.
DEFLECTION MEETS L/480 LIVE AND L/360 TOTAL LOAD.
5X4=
5 X 6 (R) \\\
0-7-4
V
120 MPH WIND, 16.58 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCOL-5.0 PSF, WIND
BCDL-5.0 PSF.
BC ATTIC ROOM FLOOR LOADING: LL — 40.00 PSF: DL — 5.00 PSF: FROM 3-4-8
TO 16-5-8.
1) 2x8x4-4-0 SP #1 Dense SCAB AT LEFT END. ATTACH SCAB TO FACE OF CHORD
WITH: 0.1310.0_g_nails @ 8" OC, PLUS ADDITIONAL NAIL CLUSTERS AT: BRG.:
8), HEEL: (9), 1st PANEL POINT: (2).
1-5-0
L 9-8-0 I 9-11-0 1
R-1431 U-301 W-4"
19-7-0 Over 2 Support
R-1530 U-381 W-7"
6-6-2
8 -0
PLT TYP. High Strenggth,
Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:B FL 1 R Scale 25" Ft.
YARNING•' TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND
BRACING. REFER TO HIB-91 (HANOLIIIG INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTI
TOTE. 503 D'ONOFRIO DR.. SUITE 200. MADI SON. YI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING
THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED 11F1(( 9).• T
C T
C L
L DL
20.
0 7.
0 P
S F P
S F R
E F R 3 5 2-- 37742 DATE 0
9 1 1 0 3 SMYTH LUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. f V '• DRW SLTUSR352
03254035 ROOFTRUSS DIVISIONIMPORTANT-FUR II ISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i O. iZ%4 S1 BC DL 10.0 PSF PRODUCTS. INC. SHALLNOTBERESPONSIBLEFORANYDEVIATIONFROMTHISDESIGN: ANY FAILURE TO 1f SLT-ENG WMR
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 CONFOR NS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY
THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S STATE OF
7X( t•A BC
LL 0.
0 PSF S E O
N 39085 407.299.1
522 CONNECTORS ARE MADE
OF 20GA ASTM A653 GRAD GALV. STEEL. EXCEPT AS VOTED. APPLY CONNECTORS TO VVV '• 4 O RTJQf / TOT L D 37.0 P S F FAX: 407-2999153EACHFACEOFTRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONVECTORS PER A•"y"'••••••'•••• OUR. FAC. 1.
25 FROM SLC PROFESSIONAL ENGINEERING DRAWINGS160A-
2. THE SEAL 0(j THIS DRAW IfG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S 1I41El1 CERTIFICATE Or AUTHORIZAT10N
N9218 RESPONSIBILITY SOLELY FOR THE TiTU SS COMPOIIENT DESIGII SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY
PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER X Sep I
1
ANSI/TPI 1-1995 SECTION 2. p SPACING SEE ABOVEJ JREF- 1S63352_ZO2
IV/1Dtlla - K7O
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x6 SP #2
BOT CHORD 2x8 SP #1 Dense :B2 2x4 SP #2:
WEBS 2x4 SP #3 :W1, W7 2x6 SP #2:
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
BC ATTIC ROOM FLOOR LOADING: LL — 40.00 PSF; DL — 5.00 PSF: FROM 3-4-8
TO 16-5-8.
6-6-2
5X4=
120 MPH WIND. 16.58 FT MEAN HGT, ASCE 7-98, CLOSED BLDG. LOCATED
ANYWHERE IN ROOF, CAT II, EXP B, I4IND TCDL-5.0 PSF, WIND BCDL-5.0 PSF.
COLLAR -TIE BRACED WITH CONTINUOUS LATERAL BRACING AT 24" OC. OR RIGID
CEILING.
DEFLECTION MEETS L/480 LIVE AND L/360 TOTAL LOAD.
L4-5 yf 1-0
1, 9-11-0 I 9-11-0 I
rz 19-10-0 Over 2 Supports
R-1545 U-399 W-7" R-1545 U-399 W-7"
6-6-2
8 -0
PLT TYP. High Strenggth,
Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0T'
WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE, 583 0'ON FRIO DR., SUITE 200. MADI SON. WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING
THESE FUNCTIONS UNLESS OTHERWISE IIIDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED SIFT . /
0 *
SMYTHLUMBERCO. 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 F
NO.42%O4 2722
SOIfrH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI, OR FABRICATING. HANG. DLING. SHIPPININSTALLINGANDAPOPKA, FL 32703
BRACING OF TRUSSES. TH1S DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF 407-28g1522 SPECIFICATION
PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE O OP FAX: 407-299-
91 53 CONNECTORS ARE MADE
OF 20GA ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF
TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION C014NECTORS PER fV R1 ,.. s/
pNALEN PROFESSIONAL
ENGINEERING DRAWINGS
160 A-
Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR
THE TRUSS COMPONENT OE SI GN SHOWN. THE SUITABILITY AND USE OF THIS TH CERTIFICATE OF
AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGIIER. PER Sep 11 ' 03 ANSI/TPI 1-
1995 SECTION 2 FL/-/1/-/-/R/-
TC LL 20.
0 PSF TC DL 7.
0 PSF BC DL 10.
0 PSF BC LL 0.
0 PSF TOT.LD. 37.
0 PSF DUR.FAC. 1.
25 SPACING SEE ABOVE
Scale=.25"/Ft.
REF R352-- 37743
DATE 09/11/
03 O R W
SLTUSR352 03254036 SLT-ENG /WMR
SEON- 39087 FROM
SLC JREF-
1S63352_ZO2
4IV/1UULi - KS/
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
TOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
WEBS 2x4 SP #3 :M6, M9 2x6 SP #2:
SPECIAL LOADS
LUMBER DUR.FAC.-1.25 PLATE DUR.FAC.-1.25)
TC From 81 PLF at 1.55 to 81 PLF at 21.38
BC From 4 PLF at 1.55 to 4 PLF at 0.00
BC From 20 PLF at 0.00 to 20 PLF at 19.83
BC From 4 PLF at 19.83 to 4 PLF at 21.38 5X4 =
6-6-2
120 MPH WIND, 16.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REOUIREMENTS.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
L.7A'+= C.Z)A4=
1-5-0 1 1-0
I, 9-11-0 I 9-11-0 I
19-10-0 Over Continuous Suppor
R-114 PLF U-49 PLF W-19-10-0
6-6-2
8 -0
Note: All Plates Are W2X4 Except As Shown.
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R Scale 25" Ft.
WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 D'ONOFRIO OR., SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OESI GII; Al1Y FAILURE i0
WI.
p'( F C4'•rlllw
r4 1'
l N0.42%04
T C
T C
BC
L L
D L
DL
20.0
7.0
10.0
P S F
P S F
PSF
R E F R 3 5 2-- 37744 SMYTH
LUMBER CO. ROOFTRuSSDIVISIOw
DATE
0 9 / 1 1 / 0 3 DRW
SLTUSR352 03254037 2722
SO11TH APOPKA BLvD. APOPKA.
FL 32703 407-
299-1522 FAX:
407-29991 53 BUILD
THE TRUSSES IN COIIFI MAIICE WITH TPI: OR FABRICATING, HAIIDL IIIG. SHIPPING, III STALLING AND BRCIGOFTRUSSES. THIS 0 SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICAT
CONNE
C TORSI AREPMAOESOF HE
020GATHE ASTMMA653AN FORESTGR40 GALVAIISTEEL. EXCEPTD PAPER ASNOTED
TPI APPLY
ALPINE
CONNECTORS
TO
EACH FACE
OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER s STATE
OF 1 OR%
Ot/ S NAt`
Et1 BC TOT
LL
L
D.
0.0
37.0
PSF P
S
F SLT-ENG
WMR S E
O N- 39090 OUR F
A C . 1.25 FROM S L C PROFESSIONAL ENGINEERINGCERTIFICATEOF
AUTHORIZATION N9218 DRAWINGS ILO
A•2-THE SEAL ON THIS OR AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY
FOR THE TRIUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS AN51/TENT
I FOR 79
ANY
NSE
PARTICCTIONULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Sep 11 '03 SPACING SEE ABOVE JREF- 1563352_Z02
17/IbOU - K-OU
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED
ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
CALCULATED VERTICAL DEFLECTION IS 0.16" DUE TO LIVE LOAD AND 0.13" DUE
TO DEAD LOAD AT _ " ^
0-4-3
I
T
20-0-
120 MPH WIND, 14.32 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG. LOCATED
ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF.
CALCULATED HORIZONTAL DEFLECTION IS 0.20" DUE TO LIVE LOAD AND 0.16" DUE
TO DEAD LOAD.
1 11-6-0 1
fi` 25-8-8 Over 2 Supports
R-1046 U-528 W-8"
5X4=
2 X 4 III
10-4-3
7-5-15
3X4=
9-4-0
0 ' 3'- 8
R-937 U-518 1•1-3"
PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 19.633 OTY:1 FL 1 R Scale 25" Ft.
WARNING•• TRUSSES REOUIRE EXTREME CARE III FABRICATION, HANDLING. SHIPPING. INSTALLING AND
BRACING. REFER TO HIB-91 (HANOLIIG INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE R''
Yj(/
ITC L L 20.0 P S F R E F R 3 5 2-- 37745 INSTITUTE.
583 D'ONOFRIO DR.. SUITE 200. MADI SON. YI 53719). FOR SAFETY PRACTICES PRIOR TO PROPERLY
ATTACHED Vww
r
C T C D L 7.0 P S F DATE 0 9/ 1 1/ 0 3 SMYTH
LUMBER CO. STRUCTURAL PANEL SFUBOTTOMSCHORDESMALLHHAVESA PROPERLYOATTACHEDORIGIDACEILING 10 DRW
SLTUSR352 03254038 ROOFTRU55DIVISIONIMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 2 No. 42704 BC DL 10.0 PSF PRODUCTS.
I11C SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO y I1 SLT-
ENG 2722
SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND tft
BC LL 0.0 PSF APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGII CONFORMSWITH APPLICABLE PROVISIONS OF LIDS (IIATIOIIAL DESIGN STATE OF WMR 407-
2931522 SPECIFICATION PUBLISHED BY THE AMERICAII FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ti,IH f t41O/ti. FAX:
407.2999153 CONNECTORS
ARE MADE OF 20GA ASTM A653 GRAD GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO R10'v T 0 T . L D . 37.0 P S F S E 0 N 16042 EACH FACE
OF TRUSS. AND UNLESS OTHERWISE LOCATED 011 THIS DESIGN. POSITION CONNECTORS PER C'/"••+••'' D U
R F A C 1.25 FROM M DRAWINGS 160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING SEMI. PROFESSIONAL ENGINEERINGRESPONSI81LlTYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CER-nFICATC
OF AUTHORIZATION 09218 COMPONENTANPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Sep 11 '03 SE CTION 2.
SPACING 24.0" JREF- 1563352_Z02
L1911bbb - K-61
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED
ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
CALCULATED VERTICAL DEFLECTION IS 0.18" DUE TO LIVE LOAD AND 0.15" DUE
TO DEAD LOAD AT V _ c_In_IA
0-4-3
V
T
1-4 0
2.5X4:
120 MPH WIND, 14.32 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG. LOCATED
ANYWHERE IN ROOF, CAT II, EXP B, NIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF.
CALCULATED HORIZONTAL DEFLECTION IS 0.20" DUE TO LIVE LOAD AND 0.17" DUE
TO DEAD LOAD.
1 11-6-0 ,1_
L 25-8-8 Over 2 Support
R-1046 U-521 W-8"
5X4=
13-11-0
7-5-15
3X4=
9-4-0
0 ' 3'- 8
R-937 U-516 W-3"
10-4-3
Note: All Plates Are W2X4 Except As Shown.
PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 19.633 OTY:3 FL 1 R Scale 25" Ft.
WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 503 O'ONOFRIO DR.. SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ppS iF1(.
T'
T C
T C
L L
D L
20.0
7.0
P S F
P S F
R E F R 3 5 2-- 37746
DATE 0 9 1 1SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 3 V 0 3
DRW SLTUSR352 03254039ROOFTRUSSDIVISIONIMPORTANT" FURNISH A COPY OF THIS DE SI GII TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F NO. 42704 BC DL 10.0 PSF
2722
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 77yff
APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN t STATE OF BC LL D. D PSF SLT-ENG WMR
407-299-1522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
SEON- 16061CONNECTORSAREMADEOF20GAASTMA653GRADGALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO'....-...'. It OR10P TOT. LD. 37.0 PSFFAX: 407-299-9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER
OUR F A C 1.25 FROM MPROFESSIONALENGINEERING
DRAWINGS 160 Al . THE SEAL 0aa THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S IVAI.El1 RESPONSIBILITY SOLELY FOR THE Ti(USS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
CERTIFICATE OF AUTHORQATION N9218 COMP011ENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SE'p 11 '0ANSI/TPI 1.1995 SECTION 2. SPACING 24.0" JREF- 1S63352_ZO2
L19/1UUG - K-
THIS DWG PREPARED FROM COMPUTER INPUT 11 OAOS A n1MFNS1nNS1 SIIRMTTTFn RY TRIM' MFR
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3 :W8 2x8 SP #1 Dense:
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED
ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
2X4(A1)
U 4
3A4= LA4111
12-7-0 1
20-7-4 Over 2 Supports
R=858 U-567 W=8"
120 MPH WIND, 14.32 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP C, WIND TCDL-5.0 PSF, WIND
BCDL-5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
8-0-4
4 X 6 %
R-715 U-650 W-3"
7-4-9
12LO-0
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:5 FL 1 R Scale 25" Ft.
WARNING-- TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 D'ONOFRIO OR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT•• FURIIISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
J . SIFT ••.
J(A l
N0 42704yi
7 * _*
1 ; STATE OF
T C
T C
BC
BC
L L
D L
DL
LL
20.0
7.0
10.0
0.0
P S F
P S F
PSF
PSF
R E F R 3 5 2-- 37747
SMYTH LUMBER CO.
Fi00FTRUSSDIVISION
2722 SOIFTH APOPKA BLVD.
APOPKA. FL 32703
DATE 0 9 / 1 1 / 0 3
DRW SLTUSR352 03254040
SLT-ENG WMR
407-299-1522
FAX: 407-299-9153
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF 20GA AST A653 GRID GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PERVslnu
t'
O R10 Q: 44A'`.,,,,,,.+' TOT.LD. 37.0 PSF SEON- 19174
D U R F A C . 1.25 FROM MPROFESSIONALENGINEERING
CERTIFICATE OF AUTHORIZA71ON N9218
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RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
ANSICOMPONENTFOR
ANSECTION PARTICULAR
BUILDING
IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Y1, Sep
11 '
03 SPACING 24.0" JREF- 1563352 ZD2
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR.
L17/1DDU - KOS)
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC.
3-2-7
5X4= 2X4III
2.5X4= 2.5X4=
L<1-4-8 L I-3-8,j
1, 2-11-8 _I, 6-4-0 ,J
120 MPH WIND, 15.57 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP C. WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
9-3-8 Over 2 Supports
R=526 U-491 W=8" R-245 U-305 W=3"
4-8-3
0
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R Scale 375" Ft.
WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND T C ILL 2 0.0 P S F R E F R 3 5 2-- 37748BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
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T C D L 7.0 P S F DATE 0 9 1 1
S LUMBER CO.
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED 1
f
4v 0 3
MYTH STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
i NO.4i%O4
ROOFTRUSS DIVISION IMPORTANT-* FUR ISM A COPY OF THIS DESIGN TO THE INSTALLATIO14 CONTRACTOR. ALPINE ENGINEEREDBC
PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
L10.0 DRW SLTUSR352 03254041
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 PITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
J
S STATE OF BC ILL 0.0 PSF SLT-ENG WMR
407-299.1522 SPECIFICATION PUBLISHED BY THE AMERIC AN FOREST AND PAPER ASSOCIAT 1011) AND TPI. ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A663 GR/0 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO••r,0 R10.•• TOT. LID. 37.0 P S F S EON 19184FAX: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGII. POSITION CONNECTORS PER S NEt1 D U R F A C . 1.25 FROM M PROFESSIONALENGINEERINGDRAWINGS
160 A-Z. THE SEAL ON THIS DRAYIVG INDICATES ACCEPTA110E OF PROFESSIONAL ENGINEERING A1. CERTIFlCATE
OF AUTHORRATION#9218 RESPONSIBILITY
SOLELY FOR THE TRRISS COMPONETIT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENTANY
BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Sep 11 03 SPACING 24.0" JREF- 1563352_Z02 EPARTICULARCTION2.
LlYlibbV - Kb4
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
a
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
120 MPH WIND, 16.07 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP C, WIND TCDL-5.0 PSF, WIND
BCDL-5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC.
3-2-7
5X4= 2X4III
2.5X4 = 2.5X4
LE1-4-8L,1-3-8,j 1—
4-11-8 I 4-4-0 I ie
9-3-8 Over 2 Supports R-
526 U-456 W-8" R-245 U-345 W-3" PLT
TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R Scale 375" Ft. WARN
ING.• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND M.A BRAC
IIIG. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE.
563 O'ONOFRIO OR., SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING
THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED V .. t
T
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L 20.
0 7.
D P
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D 9 1 1 D 3 SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V ROOF
TRUSS DIVISION IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 111EEKEDPRODUCTS,
INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: 1
No.42704 BC DL 10.0 PSF DRW SLTUSR352 03254042 2722
SOITTH APOPKA BLvD. ANY
FAILURE TO BUILD
THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND APOPKA.
FL 32703 BRACIIIG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF ;• NE
BC
LL 0.0 PSF SLT-ENG WMR 407-
299•I 522 SPEC CONNECTORSIAREPMADESOFD20GATASTMHEMER I A653AGRAORGALYAIISTEELERE%CEPTIASINOTEDND
TPI. 0 i,O1f FAx:407-299.9153 APPLYALPINECTORS TO
C. EACHFACE
OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTOR$ PER S AIAt`Et1 TOT.LD.
37.0 PSF SEON 19182 OUR F
A C 1.25 FROM M PROFESSIONAL ENGINEERINGDRAWINGS160
A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING CERTIFICATE OF
AUTHORIZATION 29218 RESPONSIBILITY SOLELY FOR THE TRUSS CONPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS FOR ANY
PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Sep 11 'D3 ANSICOMPONENT I99YESPACING24.0" JREF- 1563352 7LAR 02
THIS ONG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR.
LiY/Ibbb - 1105)
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED
ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
3-2-7
5X4= 2X4III
3X8= 2.5X4=
LE1-4-8y,)-3-8,J
1— 6-11-8 _I— 2-4-0 _I
120 MPH WIND, 16.57 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP C. WIND TCOL-5.0 PSF, WIND
BCDL-5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC.
9-3-8 Over 2 Supports
R-536 U-421 W-8" R-235 U=389 W-3"
6-8-3
0
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY: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-- 377508RACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
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PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE 1NOICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 0 9 / 1 1 0 3
S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
DRW SLTUSR352 03254043ROOFTRUSSDIVISIONIMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALP IIIE ENGINEERED
PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
1; NO.4Z704
7C
BC DL 10.0 PSF
SLT-ENG WMR
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1 STATE OF BC LL 0.0 PSFAPOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (HAT I ONAL DESI GIN
SEON- 19180407-2991522 SPEC IF ICATI011 PUBLISHED BY THE AHERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALP111E
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CERTIFICATE OF AUTHORIUTON 09218 COMPONENT1FOR ANSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Sep 11 '03 SPACING 24.0" JREF- 1S63352_Z02 ANSI/TPI2.
Lly/lbbb - 111
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
CALCULATED VERTICAL DEFLECTION IS 0.03" DUE TO LIVE LOAD AND 0.02" DUE
TO DEAD LOAD AT X — 9-7-5.
0-4-3
V
L--, 1-10-10 : 1—
9-10-1
9-10-1 Over 3 Supports
R=400 U-317 W=8"
120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98. PART. ENC. BLDG, LOCATED
ANYWHERE IN ROOF, CAT II, EXP B, MIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF.
HIPJACK SUPPORTS 6-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8
CANT ONE FACE. 0-0-8 CANT OPPOSITE FACE.
12-10-3
R-208 U 245
3-9-14
9-4-0 1
R-329 U-180
3-9-14
PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 19.633 0TY:2 FL 1 R Scale 375" Ft.
WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND M.A T C L L 20.0 P S FBRACIIIG. REFER TO HIB-91 (HANDLING INSTALLING AIID BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200' MA DI SON. WI 53719). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAYE PROPERLY ATTACHED
w _ apti-11
T C D L 7.0 P S F
R E F R 3 5 2-- 37751
DATE 0 9 / 1 1 0 3
S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING 4fJ-
DRW SLTUSR352 03254044ROOFTRUSSDIVISIONIMPORTANT - 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
S NO. 42704 BC DL 10.0 PSF
2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TP 1: OR FABRICATING. HANDLING, SHIPP IIIG. INSTALLING AND 1 S
APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF BC LL 0.0 PSF SLT-ENG WMR
407 2991 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT NOTED.
5.A Q• fV
TOT. FAX: 4099.1522
AS APPLY CONNECTORS TO
EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER
oR•.•• LD. 37.0 PSF SEON- 15874
D U R F A C 1.25 FROM A FPROFESSIONALENGINEERING
DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTAIICE OF PROFESSIONAL ENGINEER A1.E
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CERTIFICATE OF AUTHORRATION#921 LI BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PERANSECTIONC Sep 11 '03
ANSI/TPITIFOR 2LAR SPACING SEE ABOVE JREF- 1S63352_Z02
L19/lbbb - H1
THIS DWG PRFPARFn FROM COMPIITFR INPUT rl nine A I1IMFNCl/1NC\ VIRMITTCII PV TVNCC urn
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
CALCULATED VERTICAL DEFLECTION IS 0.03" DUE TO LIVE LOAD AND 0.02" DUE
TO DEAD LOAD AT X — 9-7-10.
0-4-3
V
2X4(Al )
120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
ANYWHERE IN ROOF, CAT II, EXP B, IJIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF.
HIPJACK SUPPORTS 6-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8
CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE.
SHIM ALL SUPPORTS TO SOLID BEARING.
L< 1-10-10.1,
9-10-13 _I
I9-10-1 Over 3 Supports
R-393 U=217 W-10.564"
12-10-3
R-177 U 180
2-3-1
10-10-11
R-362 U-180
PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 19.633 OTY:1 FL 1 R Scale 375" Ft.
WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND
BRACIIIG. REFER TO HIB-91 (HANOLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. SB3 D'0110FR10 OR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUIICT10115. UNLESS OTHERWISE 111DICATED. tOP CHORD SHALL HAVE PROPERLY ATTACHEO
STRUCTURAL PAIIELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT'- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS, INC. $HALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS hRE MADE OF TOGA AST A653 GRAO GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTOR TO
EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
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R E F R 3 5 2-- 37752
S MYTH LUMBER CO.
ROOF TRUSS DIVISION
2722 SOUTH APOPKA BLVD.
APOPKA. FL 32703
407-299-1522
FAX: 407-299-9153
DATE 0 9 / 1 1 / 0 3
DRW SLTUSR352 03254045
SLT-ENG WMR
SEON- 25721
DUR. FAC. 1.25 FROM SFPROFESSIONALENGINEERING
CERTIFICATE OF AUTHORIZATION 99218
DRAW111G5 I60 A-1. THE SEAL 0 THIS ORAWI1IG INDICATES ACCEPTAIICE OF PROFESSIONAL ENGINEERING
RE SP011 SIBI LITY SOLELY FOR THE Til-USS COMPONENT DE SI GII SHOWN. THE SUITABILITY AND USE OF THIS
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ANYPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PERNSE
Y {•P
Sep 11 '03 SPACING SEE ABOVE JREF- 71563352 02
41V/Ibbb - HC
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
3-2-3
2X4III
L-1-11-53'- 4-2-15—
4.2-3 Over 3 Supports
R-173 U-180 W-4"
1 4 3
R=44
4-7-15
R=24 U-180
100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15.56 FT MEAN
HGT,ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC OL = 5.0 PSF, WIND
BC DL = 5.0 PSF.
HIPJACK SUPPORTS 2-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8
CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE.
PLT TYP. Wave TPI 95 R Design Crit: TPI STD 18.2f3 0TY:1 FL 1 R Scale 375" Ft.
WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
RACBRACING. REFER TO HIB-9I (HANDLING INSTALLING AIID BRACING), PUBLISHED BY TPI (TRUSS PLATE
STITUTE. 583 O'0110FR10 DR.. SUITE 2DO. MADI SON. WI 57719). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED
e -
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9.•• F
T C L L
T C DL
20.0
7.0
P S F
P S F
R E F R 3 5 2-- 37753
DATE 0 9/ 1 1/ 0 3
S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HA YE A PROPERLY ATTACHED RIGID CEILING.
DRW SLTUSR352 03254046ROOFTRUSSDIVISIONIMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f NO.42704 BC DL 10.0 PSFPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 1 1
2722 SOUTH APOPKA EILVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND t
APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN t STATE OF BC LL 0.0 PSF SLT-ENG WMR
407-299.1 522 SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE Q.t CONNECTORS ARE MADE OF 20GA AST. A653 GRID GALV. STEEL. EXCEPT AS VOTED. APPLY CONVECTORS TO RID TOT . L D . 37.0 P S F S E Q N 164275FAX: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED 011 THIS DESIGN. POSITION CONNECTORS PER
u••••••
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DUR FAC 1.25 FROM SFPROFESSIONALENGINEERING
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS
CERTIFICATE OF AUTHORRATION#9218 COMPONENTANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Sep 11 '03EPARTICULAR SPACING SEE ABOVE JREF- 1563352_Z02
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
Lly/lbbli - t4)
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #2
CALCULATED HORIZONTAL DEFLECTION IS 0.28" DUE TO LIVE LOAD AND 0.04" DUE
TO DEAD LOAD.
3-2-7
2 X 4 III
L<1-4-8>1E 3-0-4—'
2-11-8 Over 3 Supports
R-213 U-180 W-3"
1
R455 U-180
4-8-3
R-34 U-180
120 MPH WIND, 15.57 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP C, WIND TCDL-5.0 PSF, WIND
BCDL-5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:4 FL 1 R Scale 375" Ft.
WARNING'• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND
TIC L L 20.0 PSFaRACIIIG. REFER TO HIB-91 (HAIIDLING INSTALLING AND BRACIIIG). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 D'OIIOFR IO DR .. SUITE 200. MAOISON, WI 53T19). FOR SAFETY PRACTICES PRIOR TO
TOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED
L•(
TIFI •••.
v %`•• T C D L 7. 0 P S F
R E F R 3 5 2-- 37754
DATE 0 9 1 1 0 3
S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY RIGID CEILIIIG.
DRW SLTUSR352 03254041ROOFTRUSSDIVISIONIMPORTANT'• 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
i N0. 4Z704 BC DL 10.0 PSF
2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HAIIDLING. SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS s STATE OF BC LL 0.0 PSF SLT-ENG WMRAPOPKA, FL 32703 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SEON- 19190
407-299.1522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A653 GRRO GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO•..,OR•.•'
LAti.,• P f V
TOT. AD. 37.0 PSFFAX: 407-299.9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER SPoNAI.N D U R F A C 1.25 FROM MPROFESSIONALENGINEERING
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
u
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONEIIT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
CERTIFICATE OF AUTHORRATION N9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Sep 11 ' 03
ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" JREF - 1 S63352_Z02
L1`!/1Ubb - LJ/
THIS DWG PREPARED FROM COMPUTFR INPIIT 11 OAnC A nIMFNCInNSI CIIRMTTTFn RV TRIICf MFR
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
0-4-3
Lc1-4-0>1. 7-0-12 _I
7-0-0 Over 3 Supports
R=363 U-251 W-8"
120 MPH WIND, 11.06 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED
ANYWHERE IN ROOF, CAT II, EXP B. WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF.
12-10-4
R-163 U 180
3-10-3
9 4-0
R=73 U=180
3-10-3
PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 19.633 0TY:9 FL 1 R Scale 375" Ft.
WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
BRACING. REFER TO HIB-91 (HANDL111G INSTALL111G AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITE. UT583 D'ON FRIO DR.. SUITE 200. NADI SON. WI 53719). FOR SAFETY PRACTICES PRIOR TOr•_''• PERFORMING
THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED M.
9';:
T
C T
C L
L D
L 20.
0 7.
0 P
S F P
S F R
E F R 3 5 2-- 37755 S
MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. G(i- DATE 0 9 / 1 1 / 0 3 ROOF
TRUSS DIVISION IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED l N0.42704 i BC DL 1D.D PSF DRW 2722
SOUTH PRODUCTS.
INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 7 SLTUSR352 03254048 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 STATE OF BC LL 0.0 PSF SLT-ENG WMR 407.
29gI522 PUBLISHED THE FOREST ASSOCIATION) ALPINE O OR10 SEON- 15883 FAX: 407-29991 53 CONNECTORSIARE20GAASTMMA653AGRAOGALV.
STEEL. EXCEPTNOTED. APPLYCONNECTORSTO EACH FACE OF TRUSS. AND UNLESS
OTHERWISE LOCATED ON THIS DESIGN. POSITION r TOT.LD. 37.0 PSF CONNECTORS PER DRAWINGS 160 A-Z.
THE SEAL
ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING jy s/OlyptLE PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS D U R F A C . 1.25 FROM S F CERTIFICATE OP Aun10RF7ATION N9218 COMPONENT FOR
ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Sep 11 '03 ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" JREF- 1S63352_Z02
L19/ltIbU - tJ/A
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
SHIM ALL SUPPORTS TO SOLID BEARING.
0-4-3
2X4 (A1)
L1-4-0>1F 7-0-12 _
I
7-0-0 Over 3 Supports
R-354 U-186 W-8"
120 MPH WIND, 11.10 FT MEAN HGT, ASCE 7-98, CLOSED BLDG. NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL-5.0 PSF, WIND
BCDL-5.0 PSF.
12-10-4
R=164 T 80
2-3-8
10-10-1i
R-73 U-180
PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 19.633 OTY:8 FL 1 R Scale 375" Ft.
YARNING-- TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND T C L L 20.0 P S F R E F R 3 5 2-- 37756 BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE.
583 D'ONOFRIO OR., SUITE 200. NADI SON• YI 53719). FOR SAFETY PRACTICES PRIOR TO PE
RFORMIHG THESE FUNCTIONS. UNLESS OTHERWISE IIIDICATED. TOP CHORD SHALL HAYE PROPERLY ATTACHED G
tH •••'•. f4v %
T C D L 7. 0 P S F DATE 0 9 / 1 1 / 0 3 S
MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. t DRW
SLTUSR352 03254049 ROOFTRUSSDIVISIONIMPORTANT'- 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 s
N0•4Z704 BC DL 10.0 PSF 2722
SOI7'FH APOPKA EBLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND j J PSF
APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OFI BC LL 0.0 SLT-ENG WMR 407.
299 1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS
ARE MADE OF 2OGA ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO pw O R%'D' TOT. L D 37. 0 P S F S E O N 25702 FAx:
4.07-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED OR THIS DESIGN. POSITION CONNECTORS PER 0*'
v
D
U R F A C 1 5 FROM SF DRAWINGS160A-Z. THE SEAL ON THIS DRAWING IIIDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING NA PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTOESIGNSHOWN. THE SUITABILITY AND USE OF THIS 2 CERTIFICATE
OF AUTNORILITON N9218 COMPONENTANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PE0. Sep 11 '0 SPACING 24.D" JREF- 1563352_Z02 SECTPARTICULAR
C1`!/1CCV - LJ1
THIS DWG PREPAILED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
120 MPH WIND, 9.56 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED
ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF.
0-4-3
9-10 4
0 10 3R= 4
9-4U=
180 0 10 3 F _
F R U- 80 _F 2X4(
A1) L<
1-4-0 1-0-12 1-
0-0 O1— —1 ports R-
247 U-280 W-8" PLT
TYP. Wave TPI R Design Crit: TPI STD FLBC 19.633 0TY:6 FL 1 R Scale 375" Ft. WARNING**
TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING ANDM. BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE,
583 O'ONOFRIO DR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TOPERF THESEPROPERLYATTACHEDppjjFj
3.
r tf T
C T
C L
L D
L 20.
0 7.
0 P
S F P $
F R
E F R 3 5 2-- 37757 DATE
0 9 1 1 0 3 SMYTHLUMBERCO. STRUCTURAL PAIELSRMING FUBOTTOMSCHORDESHALLHHAVERW-SA PROPERLYINDICATEDATTACHEDOR/GIDALL CEILINEf4•(T DRW
SLTUSR352 03254050 ROOFTRUSSDIVISIONIMPORTANT". FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED N0. 4Z704 BC DL 10.0 PSF PRODUCTS,
IIIC. 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 PITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 1 STATE OF BC LL 0.0 PSF SLT-ENG WMR 407.
299-1522 SPECIFICATION PUBLISHED BY THE AHERICAN FOREST AN0 PAPER ASSOCIATION) AND TPI. ALPINE Q.f S E O N 25880 CONNECTORSAREMADEOF2OGAAST. A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO Ai0 T 0 T . L D . 37.0 PSF FAX: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAYIIIGS
160 A•ZTHE SEAL ON THIS DRAWING INDICATE$ ACCEPTANCE OF PROFESSIONAL ENGINEERING u••••'•t~• PROFESSIONAL ENGINEERING
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OE SI GN SHOWN. THE SUITABILITY AND USE OF THIS 4 OUR
FAC . 1.25 FROM SF CERTIFICATE OF
AUTHORIZATION 09218 COMPONENT FORANYPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Sep 11 '03 ANSI/TPI ] SECTIONSPACING24.0" JREF- 1563352_Z02
i`l/IOOu -
THIS OWG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
120 MPH WIND, 10.06 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG. LOCATED
ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL-5.0 PSF, WIND BCOL-5.0 PSF.
6 1010 4 R=
47 U= 80 T 0-
4-3 1-10-3 1
1-
10-3 F
4-
0 R=
23 U=180 1
1-
4-0i1E 3-0-12--' 3-
0-0 Over 3 Supports R-
234 U-198 W-8" PLT
TYP. Wave TPI R Design Crit: TPI STD FLBC 19.633 0TY:4 FL 1 R Scale 375" Ft. HARMING'•
TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND T
C L L 20.0 P S F BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE.
563 O'ONOFRIO DR., SUITE 200. MAD'SON, YI 53719). FOR SAFETY PRACTICES PRIOR TO PE
Rf ORMIHG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED ppt
vie....- F GYJ- • T C D L 7.0 P S F R
E F R 3 5 2-- 37758 DATE 0
9/ 1 1/ 0 3 S MYTH
LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CE IL IIIG. DRW SLTUSR352
03254051 ROOF TRUSSDIVISIONIMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC.
I SHALL
NOT
BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO F N0.
42704 BC DL 10.0 PSF 2722 SOUTH:
1APOPKA BLVD. BUILD THE TRUSSES 114 CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND t APOPKA. FL 32703
BR AC IIIG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF LIDS (NATIONAL DESIGN STATE OF BC LL 0.0 PSF SLT-ENG WMR 407.299.1522
SPECIFICATION PUBLISHED BY THE AMER FOREST AND PAPER ASSOCIATION) AND TPI ALPINEQ:? CONNECTORS ARE MADE
OF 2OGA AST. A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO+.•,OR10.•' TOT.LD. 37.0 PSF SEON- 15879 FAx: 4.07.299.9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER S IYA1.t1 DUR.FAC. 1.25 FROM F , PROFESSIONAL ENGINEERING DRAWINGSIBOA-
2. THE SEAL ON THIS DRAWIVG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING u RESPONSIBILITY SOLELY FOR
THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTFICATE OF AUTNORIZAT1ON
09218 COMPONENTANY N5E PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Sep 11 03 SPACING IFOR 24.D" JREF- 1563352_Z02
L1V/1bbU - UJA
THIS DWG PREPARED FROM COMPUTER INPUT ([DADS A OIMFNSIONSI SIIRMITTFD RY TRIM' MFR
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
SHIM ALL SUPPORTS TO SOLID BEARING.
6 10-1004
04
0-4-3 9-10-14
J 2.95 9-4-0
1
R-24 U-180
2X4(A1)
L<i-4-0,1,-3-0-12--j
3-0-0 Over 3 Supports
R-222 U-180 W-8"
120 MPH WIND, 10.10 FT MEAN HGT, ASCE 7-98, CLOSED BLDG. LOCATED
ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL-5.0 PSF, 44IND BCDL-5.0 PSF.
PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 19.633 0TY:2 FL 1 R Scale 375" Ft.
WARNING-' TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING 1NSTALLIUG 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
M.
jpti ••*/
Y V!- %
T C L L
T C D L
20.0
7.0
P S F
P S F
R E F R 3 5 2-- 37759
DATE 0 9 / 1 1 / 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG10 CEILING. fV . /
DRWROOFTRUSSDIVISIONIMPORTANT'- FURNISH A COPY OF THIS DESIGII TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f N0. 42704 BC DL 1D.D PSFPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO SLTUSR352 03254052
2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND rAPOPKA. FL 32703 1RACIIIG OF TRUSSES. THIS DESIGII CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN s STATE OF BC LL 0.0 PSF SLT-ENG WMR
407.299-I 522 PMADE SOFHE 02OGATASTMHE MA653ERIhGR40RGALTAPPL f SEON-
25712 FAX: 407-299.9153 CONNECTORSI
ARE V. STEEL. E XCEPTI ASI NOTED. YACONNECTORS TO EACH
FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER RIO.. TOT.LD. 37.0 PSF PROFESSIONAL
ENGINEERING DRAWINGS
160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING s OryA EN OUR. FAC. 1.25 FROM SF CERnFlCATEOFAUTHORfUnON09218RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS COMPONENTFOR
ANPARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SeP 11 '03 ANSISE USPACING24.D" JREF- 1563352 ZD2
L1771Dt1L - L4
THIS OYG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #2
120 MPH WIND, 15.07 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED
ANYWHERE IN ROOF, CAT II, EXP C, WIND TCDL=5.0 PSF, HIND BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
CALCULATED HORIZONTAL DEFLECTION IS 0.30" DUE TO LIVE LOAD AND 0.02" DUE
TO DEAD LOAD.
6 F--
1 4 4
2X4111
T—']R=-27 U=219
3 2-7
3-8-3
1 4 + 1-2 0
2X4 III
L<1-4-831
0 11 8 Over =r Supports
R-182 U-180 W-11.501"
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY: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-- 37760 BRACING. REFERTOHIB-91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583
D'ONOFR10 DR.. SUITE 2Do. MAGI SON. YI 53719), FOR SAFETY PRACTICES PRIOR TO pS IFI ••, / S MYTH
LUMBER CO. PERFORM IIIG
THESE FUIICTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED V T C D L 7.0 P S F DATE 0 9 1 1 0 3 ROOF TFtuSS
DIVIEilON STRUCTURAL PANELS.
BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT'• FURIII
SH A COPY OF THIS OE SIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED P0.0DUCTS.
INC. SHALL NOT 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: .ANY FAILURE TO f N0.
4Z704 BC DL 10.0 PSF DRW SLTUSR352 03254053 2722 SOUTH
APDPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 1 i l STATE
OF BC LL 0.0 PSF SLT-ENG WMR APOPKA. FL32703BRACINGOFTRUSSES. THIS DESIGN COUFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISMEO
8Y THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 5.4 P ffV S E
O N 19186 407.299-1522
CONNECTORS ARE MADE
OF 20GA ASTM A653 GRID GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO O RI0„••1 TOT . L D . 37.0 P S F FAX: 407.299.9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER S/pNA`EN D U R F A C 1.25 FROM M ' PROFESSIONAL ENGINEERING DRAWINGS160A-
Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING CERTIFICATE Or AUTHORIZATION #
9218 RESPONSIBILITY SOLELY FOR
THE TNUSS COMPONEAT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY
PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SeP 11 '03 ANSI/TPI 1-
1995 SECTION 2. SPACING 24.0" JREF- 1S63352_Z02
LIY/ICCIX - LJ5
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
120 MPH WIND, 10.56 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED
ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL-5.0 PSF, WIND BCDL=5.0 PSF.
11-10-4
6
7 R-108 U 180
2-10-3 2-10-3
0-4-3
9-4-0
R=48 U=180
L<1-4-0>1E 5-0-12—
5-0-0 Over 3 Supports
R-295 U-219 W-8"
PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 19.633 0TY:4 FL 1 R Scale 375" Ft.
NARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND
BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 D'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. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS. illC. SHALL NOT BE RESPONSIBLE FOR ANY OEVIATION FROM THIS DESIGN; ANY FAILURE TO
BUILD THE TRUSSES IN COIIFORMANCE WITH TP1; OR FABRICATING. HANDLING. SIIIPP1NG. INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
lFl••. w
0.
1f NO'i2704 1
1 =
STATE OF
T C
T C
BC
BC
L L
D L
DL
LL
20.0
7.0
10.0
0.0
P S F
P S F
PSF
PSF
R E F R 3 5 2-- 37761 S
MYTH LUMBER CO. ROOF
TRUSS DIVISION 2722
SOUTH APOPKA E1Lvo. APOPKA.
FL 32703 DATE
0 9 / 1 1 / 0 3 DRW
SLTUSR352 03254054 SLT-
ENG WMR 407.
299.1522 FAx.
407-299-9153 LPINE
SPECCONNECTICATORSIARollEPMAOESOF020GABYTHEASTMMA653AGRAORESTANDPAPERGALV.
STEEL. EXCEPTIASINOTED. TAPPLYACONNECTORS TO EACH
FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION COIIIIEC TORS PER ti
4R10,,Q: e
Y'YNALE TOT
AD. 37.0 PSF SEON 25878 D
U R F A C . 1.25 FROM SF PROFESSIONALENGINEERINGCERTIFlUTE
OP AUTHORIZATION#9218 DRAWINGS
160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY
SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENTANY
NSEPARTICULAR BUILOING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Sep 11 '03 SPACING 24.0" JREF- 1563352 ZD2
L19/lbbU - LJSA
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
SHIM ALL SUPPORTS TO SOLID BEARING.
0-4-3
2X4(A1)
Lci-4-0,1. 5-0-12al.1 5-
0-0 Over 3 Supports R-
284 U-180 W=8" 11-
10-4 R-
110 U 180 1-
9-6 10-
4-13 1 R-
49 U-180 120
MPH WIND, 10.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN
4.50 FT FROM ROOF EDGE, CAT II, EXP B, NIND TCDL=5.0 PSF, WIND BCDL-
5.0 PSF. PLT
TYP. Wave TPI R Design Crit: TPI STD FLBC 19.633 0TY:2 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 T C L L 20.0 P S F R E F R 3 5 2-- 37762 INSTITUTE. 5B3
D'ONOFR10 DR., SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING FUNCTIONS.
pp'(F•••'••, /
N- %••; T
C D L 7.0 P F SMYTH LUMBER
CO. THESE UNLESS
OTHERWISE IUID ICATE D. TOP CHORD SHALL HAVE PROPERLY ATTACHED S DATE 0 9 1 1 0 3 STRUCTURAL PANELS.
BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT - IMPORTANT••
FURNISHA COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F N0. asioa BC DL 10.0 PSF DRW SLTUSR352 03254055 ROOFTRussDlvlsloN PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH
APOPMA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND J OF BC
LL 0.0 PSF SLT-ENG WMR APOPMA, FL32703407.299.
1522 BRACING OF
WIIOF NIO DESIGNA113CONFORMSAGRAORTH APPLICABLE THISGATAHEEREXCEPTIASICABLEPROVISIONSECIONNECTORSIAONTAPPLYADS (NATCOUINAL
DESIGN S SEON- 25706 FAx: 407-
299.9153CSpREPHADTRUSSES. ESOFD20STMMSTEEL NOTED.
IECTORS TO EACH FACE OF TRUSS. AND UNLESS
OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE zont.'j j•// ` S•NAl,
TOT.
LD. 37.
0PSF OUR
F A C 1.25
FROM SF DRAWINGS 110 A-2. THE SEALONTHISDRAWINGINDICATESACCEPTANCEOFPROFESSIONALENGINEERINGPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHE
TRUSS COMPONENT OE SIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR
ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Sep 11 '0 ` ANSI/TPI 1.1995 SECTION 2.
SPACING 24.0" JREF- 1S63352_ZO2
ASCE 7-98: 120 MPH WINID SPEED, 80' MEAN HEIGHT, ENCLOSED, MI = 1.00, EXPOSURE C
2X4 BRACE
GABLE VERTICAL
SPACING SPECIES GRADE
NO
BRACES
1) IX4 "L" BRACE • 1) 2X4 "L" BRACE • 2) 2X4 "L" BRACE •• 1) 2X6 "L" BRACE • 2) 2X6 "L" BRACE ••
GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B
r 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"
v S P F 3 3' 4" 4' 11" 4' 11" 6' 5" 6' 5" B' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1"
HF7 STUD 3' 4" 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" B' 4" 10' 0" 10' 0" 13' 1" 13' 1"
w O STANDARD 3' 3" 4' 2" 4' 2 1 5' 6" 5' 6" 1 7' 5" 7' 5" 1 B' 7" 8' 7" 11' 8" 11' B"
1 3' 9" 5' 11 6' 4" 7' 0" 7' 6" B' 4" B' I1" 10' I1" 11' 10" 13' 1" 14' 0"
P 2 3' B" 5' 11" 6' 4" 7' 0" 7' 6" B' 4" 8' 11" l0' 11" 11' 10" 13' 1" 14' 0"
N3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 10' 3- 13' 1" 13' 9"
C\2 D F L STUD 3' 6" 4' 11" 4' 11" 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13' 1" 13' 9"
STANDARD 3' 4" 4' 3" 4' 3" 5' B" 5' 8" 7' 7" 7' 7" 8' 9" B' 9" 11' 11" 11' 11"
I --I 1 2 3' 11" 6' 9" 6' 11" B' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14' 0"
E- S P F y3 3' 10" 6' 0" 6' 0" 1 7' 11" 7' 11" 1 9' 6" 9 6' 12' 3" 12' 3" 14' 0" 14' 0"
H F STUD 3' 10" 5' 11" 5' I1" 7' 10- 7' 10" 9' 6" 9' 6 12' 3" 12' 3" 14' 0" 14' 0"
W Q STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0'
1 4' 3" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0"
P 2 4' 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0"
W C-0 y3 4' 0" 1 6' 2" 6' 2" 8' 0" 8' 1" 9' B" 10' 0" 12' 6" 12'- 7" 14' 0" 14' 0"
D F L STUD 4' 0" 6' 1" 6' 1" B' 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"
S
L 2 4' 4" 7' S" 7' 7" B' 9" 9' 0" 10' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" P F 3 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" l0' 6 10' B" 13 !0 13' 10" 14' 0" 14' 0"
H F STUD 4' 2" 6' 11 6' It- 8' 9' 8' 9" 10' 6" 10' 6' 13 10 13' 10" 14' 0" 14' 0"
STANDARD 4' 2" 5' 11" 5' 11" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 1 14' 0"
Q 1 4' 8" 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' 5" B' 0" B' 9" 9' 8' 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0"
C\2 3 4' 5" 7' 1" 7' 1" B' 9" 9' 3" 10' 6". 11' 0" 13' 10" 14' 0' 14' 0" 14' 0"
r-1 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" B' 0' 8' 0" 10' 6" 10' 9" 12' 5" 12' S 14' 0" 14' 0"
DIAGONAL BRACE OPTION:
VERTICAL LENGTH MAY BE
DOUBLED WHEN DIAGONAL
BRACE IS USED. CONNECT
DIAGONAL BRACE FOR 8701
AT EACH END. MAX WEB
TOTAL LENGTH IS 14'
VERTICAL LENGTH SHOWN
IN TABLE ABOVE.
CONNECT DIAGONAL AT
MIDPOINT OF VERTICAL WEB.
VARNING•• TRU
INSTALLING AND I
BY TPI (TRUSS Pl
SAFETY PRACTICE
S MYTH LUMBER CO.
TOP CHORD SHALL
HAVE A PROPERLI
IMPORTANT; FI
ROOF TRUSS DIVISION ENGINEERED PRODi
2722 SOUTH APOPKA BLVD. DESIGN) ANY FAIL
HANDLING. SHIPPII
APOPKA,FL 32703 APPLICABLE PROV
407-299-1522 AMERICAN FOREST
FAX: 407-299-9153
ASTM A653 GR40
TRUSS AND, UNLE!
DRAWINGS 160 A-i
PROFESSIONAL ENGINEERING ENGINEERING RESF
CERTIFICATE OF AUTHORFZAT1ON M921 SUITABILITY AND
RESPONSIBILITY 0
SYMM
2X4 N2N OR BETTER
r 18"
L
L IitBRACE
ii
2X4 SP OR DF-L 12.
OR BETTER DIAGONAL r
BRACE; SINGLE OR
DOUBLE CUT L 1 +
AS SHOWN) AT III
UPPER END.
I I1116ONTUilJOLId B
ll fll REFER TO CHART ABOVE FOR
SES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING,
2ACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED
ITE INSTITUTE, 5B3 D'ONGFRIO DR., SUITE 200, MADISON, W1. 53719) FOR
PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,
HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
ATTACHED RIGID CEILING.
NISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE
TS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
RE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING,
1. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH
SIGNS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE
NND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA
ALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF
i OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL
INSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE'
SE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE
THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2
No. 42704
STATE OF
ss ONAI
BRACING GROUP SPECIES AND GRADES:
GROUP A:
SPRUCE -PINE -FIR HEM -FIR
1 2 STANDARD ST2 UD
3 STUD 3 STANDARD
DOUGLAS FIR -LARCH SOUTHERN PINE
3 3
STUD STUD
STANDARD STANDARD
GROUP B:
HEM -FIR
1 & BTR
1
SOUTHERN PINE DOUGLAS FIR -LARCH
2 2
GABLE TRUSS DETAIL NOTES:
LIVE LOAD DEFLECTION CRITERIA IS L/240.
PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER
CONTINUOUS BEARING (5 PSF TC DEAD LOAD).
CABLE END SUPPORTS LOAD FROM 4' 0"
OUTLOOKERS WITH 2' 0" OVERHANG, OR 12'
PLYWOOD OVERHANG.
ATTACH EACH 'L" BRACE WITH 10d NAILS.
FOR (1) i.' BRACE: SPACE NAZIS AT 2- O.C.
IN IB' END ZONES AND 4' O.C. BETWEEN ZONES.
FOR (2) 'L' BRACES: SPACE NABS AT 3" O.C.
IN IB' END ZONES AND 6' O.C. BETWEEN ZONES.
L" BRACING MUST BE A MINIMUM OF BOX OF WEB
MEMBER LENGTH
GABLE VERTICAL PLATE SIZES
VERTICAL LENGTH I NO SPLICE
LESS THAN 4' 0" IX4 OR 2X3
GREATER THAN 4' 0', BUT
LESS THAN 11' 8'
2X4IGREATERTHAN11' B" 2.5X4
I I+ REFER TO COMMON TRUSS DESIGN FOR
PEAK, SPLICE, AND HEEL PLATES.
THIS DRAWING REPLACES DRAWING A10030E
REF ASCE7-98-GAB12030
DATE 09/10/01
DRWG A12030ECO901
ENG
J -
TOT. LD. 60 PSF
MAX. SPACING 24.0"
GABLE DETAIL
sr / FOR LET -IN VERTICALSABOUT
GABLE VERTICAL PLATE SIZES
REFER TO ENGINEERED TRUSS DESIGN FOR PEAK,
SPLICE, WEB AND HEEL PLATES.
IF GABLE VERTICAL PLATES OVERLAP, USE A
SINGLE PLATE TO SPAN THE WEB.
EXAMPLE: 2*
2X4 2X8
VERTICAL LENGTH PLATE IF PLATES
BETWEEN CHORDS SIZE OVERLAP•
LESS THAN 4' 0' 1%4 OR 2%3 2%8
GREATER THAN 4' 0', BUT
LESS THAN ll' 8"
2X4 2xB
GREATER THAN 11' 8" 2.5X4 2.5x8
1 { 1 1 T 1 PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN.
ATTACH EACH "T" REINFORCING MEMBER WITH
RIGID SHEATHING
HAND DRIVEN NAILS:
4 TOENAILS IOd COMMON TOENAILS AT 4" O.C. PLUS (4) 18d COMMON TOENAILS IN TOP
AND BOTTOM CHORD.
T. GUN DRIVEN NAILS - 0.131" X 3':
REINFORCING TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD.
MEMBER
THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE CABLE DETAIL FOR ASCE
OR SBCCI WIND LOAD.
CABLE TOENAILS
ASCE 7-93 GABLE DETAIL DRAWINGS
TRUSS SPACED AT A11015EN0699, A10015EN0899, A090I5ENO699, A08015EN0699, A07015EN0699
4' D.C. p11030EN0899. A10030EN0899, A09030EN0899. A08030EN0889, A07030EN0899
ASCE 7-98 GABLE DETAIL DRAWINGS
A13015EC0901, A12015EC0901, A11015EC0901. A10015EC0901, A08515EC0901
A13030EC0901. A12030EC0901, A11030EC0901, A10030EC0901, AOB530EC0901
SBCCI GABLE DETAIL DRAWINGS
S11015EN0699, 510015EN0699, 509015EN0699, S08015EN0699, 507015EN0899
S11030EN0899. 510030EN0699. S09030EN0899, 508030EN0899, 507030EN0899
SEE APPROPRIATE ALPINE CABLE DETAIL (ASCE OR SBCCI4TOENAILS
CEILING WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE
VERTICAL LENGTH. "1 1't11tYUltiltlll/!!!!
YARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING,
INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED 1C.
BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, VI. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
PROPERLY
t !!
46•,
S MYTH LUMBER CO.
ROOF TRUSSDIV1910N
HAVE A ATTACHED RIGID CEILING.
ENGINOEREDTPRODUCTSSHINC.CSHgLLNOTIBEDRESPONSDIBLEEFORTgNLY DEVfATODN F OMOITHISLPII.E S N0.42704
2722 50urH APOPICA BLw. DESIGN( ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI( OR FABRICATING,
HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN
APOPKA, FL 32703
407.299•1522
CONFORMS WITH
APPLICABLE PROVISIONS OF' NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE
AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA
2x6 '
TO CONVERT FROM 'L" TO -1'" REINFORCING !(EMBERS.
MULTIPLY 'F" FACTOR BY LENGTH (BASED ON CABLE
VERTICAL SPECIES, GRADE AND SPACING) FOR (1)
2X4 "L" BRACE, GROUP A. OBTAINED FROM THE
APPROPRIATE ALPINE CABLE DETAIL FOR ASCE OR
SBCCI WIND LOAD.
MAXIMUM ALLOWABLE 'IT' REINFORCED GABLE VERTICAL
LENGTH IS 14' FROM TOP TO BOTTOM CHORD.
LENGTH INCREASE W/ "T" B
STATE OF
WIND SPEED
AND YRH
f" REINF.
MBR. SIZE
SBCCI ASCE
110 MPH
15 FT
2x4 10 7. l0 7.
2x8 40 f. 50 7.
110 MPH
30 FT
2x4 10 7. 10 7.
2x8 50 7. 50 7.
100 MPH
IS FT
2x4 10 2 10 7.
2x8 30 7. 50 7
100 MPH
30 FT
2x4 30 7. 10 7.
2:8 40 7. 40 7.
90 MPH
IS FT
2x4 20 7. IO 7.
2x8 20 7. 40 7.
90 MPH
30 FT
2x4 10 7. 10 7.
2x8 30 7. 50 7.
80 MPH
15 FT
2x4 10 7. 20 R
2x8 307.
BO YPH
FT
2x4 l0 7302x8407.
70 YPH
FT
2x4 MO% 20 7.
l5 2:6 207.
70 MPH
FT
2x4 20 9.
30 2x8 30 7.
EXAMPLE:
ASCE WIND SPEED 100 MPH
MEAN ROOF HEIGHT = 30 FT
GABLE VERTICAL = 24' O.C. SP /3
I" REINFORCING MEMBER SIZE = 2X4
I'" BRACE INCREASE (FROM ABOVE) = 107. = 1.10
1) 2X4 "L' BRACE LENGTH 6' 7'
MAXIMUM "f" REINFORCED CABLE VERTICAL LENGTH
1.I0:6'7"7' 3"
DRAWINGS GAB98117 876,719 & HC26294035
TOT. LD. 60 PSF
R. FAG. ANY
X SPACING .24.0"
REF
9
LET -IN VERT
DATE 10/24/01
DRWG GBLLETIN1001
ENG DLJ/KAR
1
4 VALLEY TRUSS DETAIL
TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER.
BOT CHORD 2X3(') OR 2X4 SP #2N OR SPF #1/#2 OR BETTER.
WEBS 2X4 SP #3 OR BETTER.
2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE).
ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH
2) 16d BOX (0.135" X 3 5") NAILS TOE -NAILED
120 MPH WIND, ASCE 7-98, CAT U, EXP. B, ENCLOSED-BLDG.,
30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD.
CUT FROM 2X6 OR
LARGER. AS REQ'D
4-0-0 MAX
12
lz MAX.
wzx4
W2X4 W2X4
W2X4
16-0-0 MAX W1X3 _,
12
12 MAX. Y4X4
W1X3
W1X3 6-0-0
W1X3 (MAX SPACING) 1Y2X4iY1X3W5X4/SPL W1X3
UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1X4 "T"-BRACE, 80%
LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED
WITH 8d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING.
EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9".
MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0"
TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH:
PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS
INSTALLATION
OR
PURLINS AT 24" OC
OR
BY VALLEY TRUSSES
LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES
NOT EXCEED 12'0".
BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN.
E-NAI
W2X4
OPTIONAL STUB
END DETAIL
W4X4
lf
OPTIONAL HIP
JOINT DETAIL
I COMMON TRUSSES PARTIAL FRAMING
20-0-0 MAX (++) i`iµH1111111N11I AT 2 ' OC PLAN
SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. a,`
Q, „ THIS DRAWING REPLACES DRAWING AI05
YARNING-- TRUSSES REDUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING,
INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED
BY TPI G4 %-,•• / TIC LL 30 30 40 PSF REF VALLEY DETAIL
TRUSS PLATE' INST I TUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, VI. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED
fOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALgSMYTH 'LUMBER CO.
C DL 20 15 7 PSF DATE 06/25/99
DRWG VALTRUSS0699
HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPI ROOF TRUSS DIVISION
NO.42704 DL IO 10 10 PSF
ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS =
ENG MLH/KAR2722SOUTHAPOPMABLVD. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI, OR FABRICATING, HANDLING,
SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH' LL O O 0 PSF APOPMA.
FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE = 407.
299.1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAi ASTM
A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO FACE o
STATE OF t1O,.
Q OT. LD. 60 57 PSF 55EACH
OF FAx: 407.299.9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAVINGS
160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL O'O P,• i •••• "N \ C•`\
DUR.
FAC. l.25/1.33 I.151.15 PROFESSIONAL. ENGINEERING -ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILI?
Y AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE CERTIFlGATEOFAVTHORIIAnON •921B RESPONSIBILI TY OF THE BUIL0I NG DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 1 \\\\
nn1e1•• `\\\\
SPACING 24"
CONVENTIONALLY FRAMED VALLEY DETAIL
A) 2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER
B) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3")
C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3")
COMMON
D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER TRUSSES
AT 24" 0(
NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN
THAT OF VALLEY RAFTER (A).
NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR
VALLEYSUPPORTINGTRUSSBRACINGDETAILS.
RAFTERS
B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10".
RIDGE
B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS 11'-2". RAFTER
FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE.
FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAILS AT 4" OC.
FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC.
TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH
PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR
VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN
FOR THE SUPPORTING TRUSS.
PARTIAL FRAMING PLAN
3) 16d BOX NAILS, (3) 16d BOX
2) 16d BOX NAILS, TOE -NAILED THRU TOE -NAILED (
2) 16d BOX NAILS,
NAILS, TOE -NAILED
CRIPPLE INTO RIDGE BOARD TOE -NAILED
3) 16d BOX NAILS
D) (A)
3) 16d BOX NAILS D) (
A)
B) RATED
C) SHEATHING
C)
4'0" TYP. (
B) 3) 16d BOX GIRDER
NAILS, TOE -NAILED
2) 16d BOX NAILS, TOE -NAILED (TYPICAL)
SUPPORTING TRUSSES
RATED SHEATHING CONNECTED TO AT 24" OC MAX SPACING
TRUSS TOP CHORDS PER SPECIFICATIONS
3) 16d BOX NAILS, TOE -NAILED THRU
CRIPPLE INTO ' RATED SHEATHING
Ifib"141/ THIS DRAWING REPLACES DRAWING V105-CONV
VARNING-- TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING,
INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED
BY TPI (TRUSS PLATE INSTITUTE. 593 D'ONOFRIO DR., SUITE 200. MADISON, VI. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED.
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
M
N`p .•.......... /Fi\• ("lFIC/1•••
C LL 30
DL 20
30
15
40 PSF
7 PSF
REF CONV. VALLEY
DATE 06/25/99
SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. V
BCVL 10 10 10 PSF DRWG VALCONVF0699
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 BUILD THE TRUSSES IN CONFORMANCE WITH TPI) OR FABRICATING. 13., 2722 SOUTH APOPKA BLVD.
HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH NO. 42704 0 0 0 PSF ENG MLH/KAR
APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE S *
c
60 57 PSF55407.299-1522
FAx 407.299 9153
AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA
ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF
TRUSS AND, UNLESS OTHERVISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES Z •• STATE OF
TOT.LD.
PROFESSIONAL ENGINEERING
ACCEPTANCE OF PROFESSIONAL
ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE
C.1.25/1.33 1.15 1.15
CING SEE ABOVECERTIFICATEOFAUMOR)TATION 0921 RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. O , • / - Qi _.
TOP CHORD 2X4 g2 OR BETTER
BOT CHORD 2X4 #2 OR BETTER
WEBS 2X4 g3 OR BETTER
PIGGYBACK DETAIL
REFER TO SEALED DESIGN FOR DASHED PLATES
SPACE PIGGYBACK VERTICALS AT 4' OC MAX.
TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE
IS NOT DIRECTLY OVER ANOTHER.
PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO
TRUSS TOP CHORD WITH 15X3 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 PURLR4 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. Ir.v crn c no nv,n
AC
C
C
tc C
C
ZL
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) 0120" 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 LENGTHI REQUIRED BRACING
0' TO 7'9" NO BRACING
Ix4 "P" BRACE. SAME GRADE. SPECIES AS WEB
7'9• TO 10' MEMBER, OR BETTER, AND 80% LENGTH OF WEB
MEMBER. ATTACH WITH 8d NAILS AT 4• OC.
2X4 "T' BRACE. SAME GRADE, SPECIES AS WEB
10' TO 14' MEMBER, OR BETTER, AND 80% LENGTH OF WEB
MEMBER. ATTACH WITH 16d NAILS AT 4" OC.
PIGGYBACK SPECIAL PLATE
ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF
FABRICATION. ATTACH TO SUPPORTING TRUSS WITH
4) 0120- X 1.375• NAILS PER FACE PER PLY. APPLY
PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND
SPACE 4' OC OR LESS.
00 o 0 0 0 0
0 0 0 0 0 _
00 0 0 0 0 0
2
0 0 0 0 0
L
8 1/4•
1
ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. {PING REPLACES DRAWINGS 634,018 634,017 k 847,045
WARNING. 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, 5B3 D'ONOFRIO DR., SUITE 200, MADISON. VI. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS
y.\` •.•IF' •'•.,• V•.•! Ci9 9T
MAX LOADING
y
yy 55 PSF AT
REF PIGGYBACK
DATE 06/25/99
SMYTH LUMBER CO. AND BOTTOM CHORD SHALL
HAVE A PROPERLY ATTACHED RIGID CEILING. vv . * i
1.33 DUR. FAG.
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, 1 _
D RWG PIG BAC KB O 6 99
ENG DW/KAR2722SOUTHAPOPMABLVD. DESIGN) ANY FAILURE TO BUILD THE TRUSSES 1N CONFORMANCE WITH TPII OR FABRICATING,
HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH
NQ• 42704 7 _50 PSF AT
APOPMA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 9.25 DUR. FAC.
407.299.1522
FAx: 407.299-9153
AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MADE OF 20GA
ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF
TRUSS AND, F r 47 PSF ATUNLESSOTHERWISELOCATEDONTHISDESIGN, POSITION CONNECTORS PER
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL
S STATE 0A •' 1.1 5 DUR. FAG. PROFESSIONAL ENGINEERING
CERTIFICATE OF AUTHORIZATION N921
ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
RESPONSIBILI TYSUITABILITYDOFSTHEEF BUILDI G DESIGNER, PERTHISCOMPONENTFORNANSITPI1-1995PARTICULARUILDINGSECTIONI2 THE
i P
i O/:w '. oRv0 -'_ FACING 24.0
BOTTOM CHORD FILLER- DETAIL
OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX
SIZES (1X3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE
OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX
11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE
ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO
EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND
TRULOX PLATE REQUIREMENTS.
REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS
DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT
SHOWN.
ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES
MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**)
FILLER BOTTOM CHORD
OR WEDGE SPECIES
MAXIMUM REACTION MINIMUM
BEARING AREA
REQUIRED NAILS PER FACE WITH TRULOX PLATES
DOWNWARD UPLIFT 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L.
DOUGLAS FIR -LARCH 3281 # 1656 1.5" X 3.5" 12 11 10 9 8
HEM -FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6
SPRUCE -PINE -FIR 2231# 1192 1.5" X 3.5 10 9 8 8 6
SOUTHERN PINE DENSE 3465# 1791 # 1.5" X 3.5 12 11 10 1 9 1 8
SOUTHERN PINE 2966# 1492 1.5" X 3.5 10 9 8 8 7
SOUTHERN PINE NON -DENSE 2520# 1343 1.5" X 3.5 9 8 7 7 6
4 ++
MAX
43Xi2
3X8 TRULOX **
18
MAX** A 42X8
LOX
WEDGE
2) 8D NAILS CUT TO FIT E
SMYTH LUMBER CO.
ROOF TRUSS DIVISION
2722 SOUTH APOPKA BLVD.
APOPKA. FL 32763
407.299-1522
FAX: 407-299-9153
PROFESSIONAL ENGINEERING
CERnFIC'ATE OF AUTHORRAnON 8621
VARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING,
INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED
BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR, SUITE 200, MADISON, VI. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
HAVE A PROPERLY ATTACHED RIGID CEILING.
ORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEZEEEREDPRODUCTS, 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 WITH
APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE
AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MADE OF 20GA
AST A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF
TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL
ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE
RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2.
A.1ii1111ii1U11QW) DRAWING REPLACES DRAWINGS A115 A115/R k 884,132
0*:v114 wl tf4NSF TC LL - PSF REF BC FILLER
S IFICq •• DL - PSF DATE 06/25/99
G Tom••. B DL 10.0 PSF DRWG BCFILLER0699
No. 42704• C=LL - PSF -ENG DLJ/KAR
TOl LD. - PSF
STATE OF
FAC. 1.0/ 1.15/ 1.25/ 1.33
c_nR1OP_,q• ,0ACING 24.0"
N AV
STEPDOWN CORNER SET
TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE
BOT CHORD 2X4 SO. PINE #2 N
WEBS 2X4 SO. PINE #3
HIPJACK TOP CHORD LUMBER GRADE
MAX NORMAL
OVERHANG
LENGTH***
MAX HIPJACK
OVERHANG
LENGTH***
SOFFIT WEIGHT
2 PSF 10 PSF
1-06-00 2-01-07 2 N 2 N
1-09-00 2-05-11 2 2 DENSE OR 1 N
2-00-00 1 2-09-15--r 1 2 DENSE
120 MPH WIND, ASCE 7-98, CAT H, EXP. B, ENCLOSED BLDG.,
30 FT. MEAN HT., 10 PSF TOTAL WIND DEAD LOAD.
UPLIFT 1S 350#
UPLIFT IS 200#
J1
J3
J5 **
J7
3.00 12
TO6.00
W2X4
1'
1
3'
1
5'
1
7'
R=463N. W=3.50-
END AND CORNER JACKS
2' TYI
7'
5'
CORNER SET
SETBACK
3'
7' 0" 0
1'
4
2 HIP OR COMMON TRUSS 1(
ml Mm
I
mi/illpillil
fififi 1 j 5 Y 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
TO
4.24
1
WZX5 , ; W3X4
OR
m SIMPSON
3/4- THJA26
1 9-10-13 OVER 2 SUPPORTS
R=652#. W=3.50-
HIPJACK
WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING,
INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED
BY TPI (TRUSS PLATE INSTITUTE, 593 D'ONOFRIO DR., SUITE 200, MADISON. V1. 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.
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
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
APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE
407-299.1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA
FAX: 407-299-9153 ASTM A653 GR40 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
PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE
CERTIFICATE OF AUTHORRA71DN 119210 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2.
SIFIC,q
G
r• No. 42704
o :• STATE OF
0'•:cL n o c p:
ALTERNATE LOADING
TCLL 20 PSF
TCDL 20 MAX PSF
BCDL 10 PSF
TOT.LD. 50 MAX PSF
DUR.FAC. 1.25
THIS DRAWING REPLACES
DRAWING HC11795029
C LL 30 MAX PSF REF 7' STBK CS
DL 15 MAX PSF DATE 06/25/99
BC v L 10 PSF DRWG CS7SBK3AO699
1 L
TOT,-LD.
0
55 MAX
PSF
PSF
ENG SJP/KAR
i$. FAC. 1.33
FACING SEE ABOVE
Al
CLB WEB BRACE SUBSTITUTION
THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB)
IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB
BRACING METHOD IS DESIRED.
NOTES
THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED
CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB
BRACING.
ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE.
FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE
BRACING.
WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING
SIZE BRACING T OR L-BRACE SCAB BRACE
2X3 OR 2X4 1 ROW 2X4 1-2X4
2X3 OR 2X4 2 ROWS 2X6 2-2X4
2X6 1 ROW 2X4 1-2X6
2X6 2 ROWS 2X6 2-2X4(*)
2X8 1 ROW 2X6 1-2X8
2X8 2 ROWS 2X6 2-2X6(*)
T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE
OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON
ENGINEER'S SEALED DESIGN.
CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH
FACE OF WEB.
T—BRACING
OR
L—BRACING:
APPLY TO EITHER SIDE OF WEB
NARROW FACE
ATTACH WITH 16d NAILS AT 6" O.C.
BRACE IS A MINIMUM 80% OF WEB
MEMBER LENGTH
SCAB BRACING:
T-BRACE
OR
L-BRACE
APPLY SCAB(S) TO WIDE FACE OF WEB.
NO MORE THAN (1) SCAB PER FACE.
ATTACH WITH 10d NAILS AT 6" 0 C. SCAB
BRACE IS A MINIMUM 80% OF WEB
MEMBER LENGTH
WARNING- • TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING.
INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED
BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, VI. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED.
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE
ROOF TRUSS DIVISION ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
2722 SOUTH APOPKA BLVD. DESIGN) ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII 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
407-2919.1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA
ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF
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
PROFESSIONAL ENGINEERING 'ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
CERTIFICATE OF AIlil(ORRATION 11921 BSUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER. PER ANSI/TPI 1-1995 SECTION 2.
ye 4
T1FICq
No. 42704
STATE OF
T-BRACE L-BRACE
THIS DRAWING REPLACES DRAWING 579.640
LL
DL
DL
LL
LD.
PSF
PSF
PSF
PSF
PSF
REF CLB SUBST.
DATE 06/25/99
DRWG BRCLBSUB0699
ENG MLH/KAR
R. FAC.
ACING
FLOOR GABLE THIS DWG PREPARED FROM/COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR
TOP CHORD 4x2 SP #3
BOT CHORD 4x2'SP #3
WEBS 4x2 SP #3
JACK STUDS FOR
HEAVY CONC. LOAD
BY BUILDER).
OUANTITY
DETERMINED
BY OTHERS.
WALL PLATE 3/4' DECKING
INSERT JACK
STUDS
BY BUILDER).
OUANTITY OF
JACK STUDS TO
MATCH WALL
JACK STUDS
ABOVE,MIN.
JACK STUD DETAIL
WALL STUDS NOT SHOWN
FOR CLARITY PURPOSES)
W2.5X_-
TRUSS MAY BE INSTALLED UPSIDE DOWN.
DESIGN CRITERIA
1: ALL TRUSS LUMBER TO BE SP #3.
2: ATTACH TOP OF RIBBON BLOCK WITH 2-IOD GUN NAILS.
3: DIAGONAL WEBS
TRUSS SPAN < or = TO 12'
12' < TRUSS SPAN < or = TO 20'
20' < TRUSS SPAN < or = TO 30'
30' < TRUSS SPAN
4: 16' OC VERTICALS, TYPICAL.
NO DIAGONALS
ONE DIAGONAL
TWO DIAGONALS
THREE DIAGONALS
ONE EACH END AND CENTER)
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
W=WZ.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
EDAMAGED OR CUT IN ANY WAY.
E Continuous Support
tIL1IUHUNn,._
AY —
Note: All Plates Are W2X4 Except As Shown.
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD
YARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND/
BRACING. REFER TO HI 8 91 (HANDLING INSIALLIIIG AND BRACING). PUBLISH CD BY TPI (TRUSS PLATE
INSTITUTE. 580 D'ONOF"0 DR , SUITE 200. MADI SON, WI 57719). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHEDSMYTHLUMBERCO. SIR UC7URAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
ROOF TRUSS D1vI5loN ..IMPORTANT.. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS. INC. SHALL NOT BE RESPOH SI B I I FOR ANY BE VIAT ION FROM THIS DESIGN: ANY FAILURE 10
2722 SOLIT11 APOPKA 9LVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN
407-299.1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER'ASSOCIATIOM) AND TPI ALPINE
FAx 407-2959159 CONNECTORS ARE MADE OF 20 GA ASIR A653 GRAD GAL V. S1EEL. EXCEPT AS NOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS, AND UNLE SS OTHERWISE LOC ATCD OM THIS DESIGN, POST TION CONN[C TORS DER
PROFESSIONAL ENGINEERING
DRAWINGS 160 A-1. IRE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
R ESPDXS IBILI TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN• THE SUITABILITY AYD USE OF 1H IS
CERTIFICATE OF ALrMOREZATTON #9218 COMPONENT FOR ANY PARTICULAR BU ILOI DIG IS THE RESPONSIBILITY OF THE BUILDING DES I6NER. PCR
ANSI/TPI 1.1995 SECTION 2.
VARIES
FL 1 R Scale 375" Ft.
rG F'•• LL 40.0 PSF REF R352--15372
No.42704 DL 10.0 PSF DATE 07/15/02
DRW SLTUSR352 02196003BFDL5.0 PSF
SLT-ENG WMRSTATEOFB1 LL 0.0 PSF
p, ••')T.LD.
OR1\
55.0
1.00
PSF SEON
FROM
11184
UUR.FAC.
N Al `'', p` JREF 1RU8352_Z17
SYSTEM 42 PLY TO PLY CONNECTION DETAILS
FIGURE 1: WEB TRULOX PLATE CONNECTION
WEB TRULOX PLATE CONNECTION
MAY BE USED WHEN TRUSS IS
LOADED WITH UNIFORM LOAD
AND/OR CONCENTRATED LOADS
AT RANDOM OR O C. SPACINGS.
TRULOX PLATE APPLIED TO
BOTH FACES AT LOCATION OF
CONCENTRATED LOADS OR
NEAR MIDSPAN FOR TRUSSES N OR S
WITH ONLY UNIFORM LOAD.
4X6 TRULOX FOR P = 2900# MAX.
6X6 TRULOX FOR P = 4400g 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
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 IOd 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.
FIGURE 5: SINGLE SHEAR .BLOCK
CONNECTION AT CONCENTRATED LOAD
2X6 OR 2X8 83 OR
BETTER SHEAR BLOCK.
PLACE BLOCK IN KEYWAY
AND CONNECT TO EACH
PLY WITH (3) 10d COMMON
0.148' x 3") NAILS.
FIGURE 3: STACKED CHORD OPTIONAL TIE PLATE 0`
TRULOX PLATE CONNECTION NARROW FACE OR 10d COMMON
0.148" x 3") NAIL IN WIDE FACE.
CROSS SECTION DETAIL
CROSS SECTION DETAIL
7" LONG
BLOCK SIZE
MAX LOAD
P
1) 2x6 1500#
1) 2x8 2000y
2) 2x6 3000A
2) 2x8 3500N
MEMBER 1 MEMBER 2
2) 3X6 TRULOX PLATES. ATTACH WITH 0.131"X1.375" NAILS TO 1.5" SIDE FIGURE 6: DOUBLE SHEAROFMEMBER1SYSTEM42CHORDSASSHOWNTHENBEND90' AND ATTACH BLOCKS CONNECTION ATTO3.5" SIDE OF MEMBER 2 CHORDS AS SHOWN. USE SAME PROCEDURE
STARTING WITH MEMBER 2 WHILE OFFSETTING TRULOX PLATE LOCATION
BY 4". SPACE BETWEEN PLATE PAIRS AT 2' 6- MAXIMUM O.C.
FIGURE 4: CHORD TRULOX PLATE CONNECTION
I vNAIL PLATE IS TO BE APPLIED TO
C THE INSIDE FACE OF THE TRUSS1`
3g" 9.0 5 5" SUPPORTING THE CONCENTRATED
2 6 MAX LOAD PRIOR TO CONNECTING THE
TYPICAL SPACING PLIES TOGETHER. BEND NAIL PLATE
OVER THE TOP CHORD OF THE
SECOND PLY AND NAIL AS SPECIFIED.
2) 3X8 TRULOX PLATES TO BE
BENT AND APPLIED AS SHOWN. CONCENTRATED LOADPLATESBEPOSITIONED
S 6X1B TRULOX PLATE
BENT AS SHOWN. 2X6 OR 2XB jJ3 OR BETTER SHEAR
MAAPPROXIMATELY 1/4" APART MUST BE APPLIEDFORDOUBLESTACKEDCHORDSTOTHISFACE.
BLOCKS. PLACE BLOCK IN KEYWAY
SPACED AT 2' 6" MAXIMUM USE (2) 3X10 TRULOX PLATES. AN CANDCONNECT TO EACH PLY WITH
O.C. BETWEEN PAIRS. I COMMON (
EACH
z 3") NAILS
vARNING• TRUSSES RE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING.
a I / PLACES DRAWINGS 1.070.978 798517 T620,124 & T615.489
INSTALLING AND BRACING. REFER TO H1B-91 (ANGLING INSTALLING AND BRACING), PUBLISHEDBYTPI (TRUSS PLATE INSTITUTE, 583 D'ONDFRIO DR., SUITE 200, MADISON, VI. 53719) FORSAFy TIFICq•. F y
LL PSF REF SY42 CONNECTION
S MYTH LUMBER CO. TOPETYCHORDASHALLSHAVERTO PROPERLYDRMINGTHESE ATTATTACHEDSTRUCTURIONS. UNLESS ALPANELSANDBOTTOM CHORDWISE SHALL:
HAVE
APROPERLYiyDLPSF
DATE 06/25/99 ROOF TRUSS
DIVISION ATTACHED RIGID
CEILING. IMPORTANT•• FURNISH
A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGNI ANYFAILUREHLNQ,
42704
PSF DRIYG CNSY42PL0699 2722 SOUTH
APOPKA BLVD. APOPKA. FL
32703 TO BUILD
THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONSSWIBCEL PSF ENG MLH/KAR 407.299.
1522 OF NDS (
NATIONAL DESIGN SPECIFICATION PUBLISHED AMERICAN FOREST
AND PAPER ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MADE OF 20GA AST MA653LOTi
LD.
PSF FAX: 407-299.9153 GR40 GALV, STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF, TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS STATE 0 F 4-. PROFESSIONAL ENGINEERING
DRAWINGS PER
160 A-
Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE i ' FAG• j Q^ P, 1.O O CERTIFICATE OF
AIfTHORRA7ION N9218 SUIT ABILITT AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OFTHEBUILDINGDESIGNER, PER ANSI/TPI p 0
R10i luAl1-
1995
SECTION 2, ACING Y