HomeMy WebLinkAbout158 Venetian Bay Cir - BR04-001555 - SFRd em
CONTRACTOR
ADDRESS
PHONE NUMBER _
PROPERTY OWNER
ADDRESS
PHONE NUMBER
Morrison Homes
151 Southhall Ln #200
Maitland, FL 32751
407-257-6940
CRC 041929
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
SUBDIVISION e A4, i.
PERMIT # () V DATE / OCo - UV
PERMIT DESCRIPTION F
PERMIT VALUATION Ua C)
SQUARE FOOTAGE & 9
PLUMBING CONTRACTOR 0
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MISCELLANEOUS CONTRACTOR y
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PERMIT NUMBER FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
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City ofSanford
Certificate of Occupancy
This is to certify that the building located at 158 Venetian Bay Circle for which permit number
04-1555 was issued has been completed according to the plans and specifications filed in the
permit, to wit as a Single Family Residence complies with all the building, plumbing, electrical,
mechanical, as well as City of Sanford codes and ordinances and with the provisions of these
regulations.
Staff Approval Date Conditions (if blank, no conditions apply)
Building:
F. Ortiz
Engineering:
D Richards
Public Works:
P. Simmons
Utilities:
08/26/04
08/27/04
08/26/04
R. Blake 08/26/04
Fire Department:
Zoning:
Morrison Homes C .- 09/15/04
Property Owner Building Official Date
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
New Single Family Residence****
DATE: 08/25/04 l,P
ss
PERMIT #: 04-f9m l
ADDRESS: 158 Venetian Bay Cir
CONTRACTOR: Morrison Homes
PHONE #: Danny 407-948-2953
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
ZEngineeri Fire
Public Works []Zoning
Utilities Licensing
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
A
pprCERTIFCATEOFOCCUPANCY
rREQUESTFORFINALINSPECTION
New Single Family Residence****
DATE:
PERMIT #:
ADDRESS:
CONTRACTOR:
PHONE #:
08/25/04
04-1932
158 Venetian Bay Cir
Morrison Homes
Danny 407-948-2953
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O.. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
Engineering Fire
PPublic Works [b/m"qMs 1 Zoning
Utilities Licensing
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
i
CL d
V ,
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION z
New Single Family Residence****
DATE:
PERMIT #:
ADDRESS:
CONTRACTOR:
PHONE #:
08/25/04
04-1932
158 Venetian Bay Cir
Morrison Homes
Danny 407-948-2953
L FV
e,' vI
CL,
CL fL
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
Engineering
Public Works
Xties xz t--t
g/ o
Fire
Zoning
Licensing
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
LMBC1001 CITY OF SANFORD
Address Misc. Information Inquiry
8/26/04
12:47:29
Location ID . . . . . . .
Parcel Number . . . . . .
Alternate location ID . .
Location address . . . . .
Primary related party . .
Type options, press Enter.
5View detail
Opt Description
240865
23.19.30.502-0000-0460
158 VENETIAN BAY CIR
PLANNING & ZONING COMMENT
CUSTOMER SERVICE NOTES
CUSTOMER SERVICE NOTES
CUSTOMER SERVICE NOTES
CUSTOMER SERVICE NOTES
CUSTOMER SERVICE NOTES
Free -form information
NO TWO STORY BUILDINGS PERMITTED ON LOT
LOT 46 ***************
SW DEV FEE $1700.00 WA DEV FEE $650.00
BP04-1555 PD 4-8-04 SEE REC#6606
3/4"WA METER SET FEE $190.00 PD 4-8-04
REC#6606
F2=Address F3=Exit F5=Special Notes F9=Parcel Notes
F12=Cancel
Herx & Associates Inc.
769 Douglas Avenue
Altamonte Springs, Florida 32714
407.788.8808 - 407.788.8762 (fax)
8/02/2004
City of Sanford Building Division
P.O. Box 1788
Sanford, Florida 32772-1788
RE: Lot 46 Venetian Bay, 158 Venetian Bay Circle
To Whom It May Concern,
The finished floor elevation of the structure located at:
158 Venetian Bay Circle, Sanford, Florida
Legal Description:
oy-tsss
Lot 46, "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 Inc.
d PUr
Darae L. Przemieniecki
Associate Vice President
DLP/bb
FEDERAL EMERGENCY MANAGEMENT AGENCY
NATIONAL FLOOD INSURANCE PROGRAM
O.M.B. No. 3067-0077
Expires December 31, 2005
ELEVATION CERTIFICATE
Read the instructions on Daaes 1- 7
SECTION A - PROPERTY OWNER INFORMATION I For Insurance Company Use:
BUILDING OWNER'S NAME Policy', Number:
MORRISON HOMES
BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number'.
158 Venetian Bay Circle
CITY STATE ZIP CODE
SANFORD FL 32771
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 46 "VENETIAN BAY" PLAT BOOK 63 PAGES 84 - 88 PUBLIC RECORDS OF SEMINOLE COUNTY
BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.)
RESIDENTIAL
LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type):
1P - ##' - ##.W' or ##.tom) ® NAD 1927 NAD 1983 USGS Quad Map ® Other: Plat
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1, NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE
CITY OF SANFORD / 120294 SEMINOLE FLORIDA
B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S)
NUMBER 65. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding)
12117CO035 E 4-17-95 4-17-95 X 9.60
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9.
FIS Profile FIRM Community Determined ® Other (Describe): Development Engineering Plans
B11. Indicate the elevation datum used for the BFE in 139: ® NGVD 1929 NAVD 1988 Other (Describe): _
B12. Is the building located in a Coastal Bamer 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 UnderConstruction* ® 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. Ifno diagram
accurately represents the building, provide a sketch or photograph.)
C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO
Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. Ifthe datum is different from thedatum used for the BFE in
Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of
Section D or Section G, as appropriate, to document the datum conversion.
Datum Same as BFE Conversion/Comments
Elevation reference mark used On -Site BM Does the elevation reference mark used appear on the FIRM? Yes ® No
o a) Top of bottom floor (including basement or enclosure) 15. 1 ft.(m)
o b) Top of next higher floor NA. _ft.(m)
o c) Bottom of lowest horizontal structural member (V zones only) 00
o d) Attached garage (top of slab) 14. 8 ft.(m) E
o e) Lowest elevation of machinery and/or equipment
Cc -
aservicingthebuilding (Describe in a Comments area) 14.5 ft.(m) AC Service E
o f) Lowest adjacent (finished) grade (LAG) 14.2 ft.(m) Z .m
o g) Highest adjacent (finished) grade (HAG) 14.4 ft (m)
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) FI. Professional Land Surveyor No. 6030
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATI
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information.
I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available.
I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code Section 1001.
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
E _ .. DATE TELEPHONE
8/0212004 407-78M808
FEMA Form 81-31, January 2003 VSee 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 (Including Apt, Una, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number
158 Venetian Bay Circle
CITY STATE ZIP CODE Company NAIC Number
SANFORD FL 32771
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner.
COMMENTS
NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans.
TBM's not verified.
Note: Item C3 e on page 1, refers to Air conditioner Service slab.
Check here if attachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For ZoneAO and ZoneA (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for useas supporting information for a LOMA or LOMR-F,
Section C must be completed.
Ell. Building Diagram Number_(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately
represents the building, provide a sketch or photograph.)
E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use
natural grade, if available).
E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is —ft.(m) _in.(cm) above the highest adjacent
grade. Complete items C3.h and C3.i on front ofform.
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. ForZone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance?
Yes No Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community -
issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and E are correct to the best ofmy knowledge.
PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME
ADDRESS CITY STATE ZIP CODE
SIGNATURE DATE TELEPHONE
COMMENTS
Check here ifattachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation
Certificate. Complete the applicable item(s) and sign below.
G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state
or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.)
G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO.
G3. The following information (Items G4-G9) is provided for community floodplain management purposes.
I G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED I
G7. This permit has been issued for: New Construction Substantial Improvement
G8. Elevation of as -built lowestfloor (including basement) ofthe 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
1Iex el8soeia les Inc.
Land Surveyors
769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808
Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping
Map of Surve
CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING
C 1 17°04'56" 75.00' 22.36' 11.26' 22.28' N 81°32'54'W
C 2 90°05'05- 50.00' 78.61' 50.07' 70.76' S 45°02'50-E
6-BRICK WALL
FD 8'
LOT 45
WOLFER'S LAKE VIEW TERRACE
PLAT BOOK 10. PAGE 66
7.4 L I
z—
WZEW
QF- W 32WW
LU
aZNWQ•
o Ln
30
roz
o 'A" GRADING
6.329 SO FT'.
9
cov.
PORCH
1979
YORKSHIRE 'A 6 B-
SINGLE FAMILY RESIDENCE
FIN. FL. ELEV: 15 1
NO
0I 0
L
0.3' O (J
SET p 0.2' 0.3
N&D SET
Ln (
N N6DCIL EL
r7. 5
iILD 8' 0/S
Q)
00
13.1 r'
W
N
N
Ln
O
O
O
0
M
LOT 47
LINE BEARING DISTANCE
L I N 89°54'38'E 60.00'
L 2 S 42°26'00'W 53.59'
L 3 S 89°54'38-W 1.75'
REFERENCED BEARING
P.C.P. S 89°54 38"W 64.00' P.C.P. \
CIL VENETIAN BAY CIRCLE (50 ' R/W)
F " G TRACT PRIVATE ROADWAY
CITY OF SANFORD
LEGAL DESCRIPTION. Lot 46. - V E N E T I A N BA Y -
according to the plot thereof as recorded in Plot „Book 63. SETBACKS: at pages 84 - 88 of the Public Records, of Seminole County. Florida. Front 25' Rear 20'
FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone "X" Side 5 ' Corner 15'
according to the Flood Insurance Rate Map Community Panel Number Minimum Lot Width 60'
120289 0035E.Dated 04117195.
City of Sanford. Community Number 120294) P.c.P. Note., Bearings shown hereon are referenced to the CIL
Flood Zone determination was performed by graphic plotting from Flood hsuronce
Rate Mcps by FEMA. No field by this Firm to
of VENETIAN BAY CIRCLE
Vertical datum is based
as
NGVD
being N 89°54'38"E.
Engineeringprovidedslrveyingwasperformed
determne this Zone. The exact zone location can only be determined by on elevation
on per
by Neal H i I I Engineering. Inc. construction plans e r
study. We assume no responsibity for actual flooding conditions concerning this parcel Job Number 2001.
General Notes: C
1. This is a BOUNDARY Survey performed in the field on Q / ' d -d 4 Legend
2. No aerial, surface or subsurface utility installations, underground improvements or Temporary Benchmark O/S
O.R.B.
Offset
Official Records Booksubsurface/aerial encroachments, if any, were located. assumed datum) PB Plat Book
3. Building ties shown are to the exterior unfinished foundation surface or formboard. BOW Back of sidewalk PC Point of Curvature
4. Elevations shown hereon, it any; are assumed and were obtained from approved CIL Centerline FCC. Point of Compound Curvature
Construction plans provided by the Client unless otherwise noted, and are shown a
CALC
Central or (Delta) Angle
CalculatedCB
P.C.P. Permanent Control Point.
only to depict the proposed or actual difference in elevation relative to the assumed Chord Bearing PG. Page
temporary Benchmark shown hereon. CD Chord P.R.M. Permanent Reference Monumenl
5.T.Fe pare! sho:vll hereon is subject to all easements, reservations, restrictions, and C.M. Concrete Monument P/L
P.O.B.
Property Line
Point ofCommBeginningRights -of -way of record whether depicted or not on this document. No search of the9YP EL. or ELEV Elevation (Proposed) P.O.C. Point of
Public Records has been Made by this office. FINAL EL. Elevation (Measured) p 1 Point of Intersection
6. The legal description shown hereon is as furnished by client. FD.
Fin.Fl. Elev.
Found
Finished Floor Elevation PRC. Point of Reverse Curvature
7. Platted and measured distances and directions are the same unless otherwise noted. I.P. Iron Pipe PT. Point of Tangency
8. Copies ofthis Survey may be made for the original transaction only. 1. Iron Rod R Radius
s Denotes M"iron rod with yellow plastic cap marked LB4937 or LS3182, or L Arc Length
RAD
RES.
Radial Line
Residence
iron rod with red plastic cap marked "Witness Corner'; unless otherwise noted. P P LB Licensed Business RAN Right-ol-WayODenotesP.C.P. Permanent control point) p ) LS.
Mea
Land Surveyor
Measured TBM Temporary Benchmark
Denotes Permanent Reference Monument N/D(N&D) Nail and Disk TYP. Typical
2004 Herx & Associates Inc. All ri hts reserved9 N.R. Not Radial Fence symbol (see drawing)
X—X- Fence symbol (see drawing)
Certifica b: Not valid without the Vgna.ture and the original raised seal Drown by ' CMofaFIdatrisedSurveyorandMapper
This s le eets the requirements o! the Florida MLn-,ehnical Checked by: OP
Sta and , tained in Chapter 61G1 r-6 Flo ave Code. Prepared For: MORR1SON
Job Number: 02-017-02
4W Scole 1'• 30'
Plot plan performed: 11-26-03
amA.H x,P.L.S.FloridaRegisteredLand SurveyorN 3162 Foundation Survey: 05-05-04
Darae L. Przemieniecki, P. S.M. Registered Surveyor and M pper No. 6030 F i no 1 Survey : 07 - 28 - 04
William R. Herx, P.S.M. Registered Surveyor and Mapper No. 6092 Revisions
Herx & Associates Inc., State of Florida LB 4937 J U L 2 9 2004
CITY OF SANFORD PERMIT APPLICATION
Permit #: OLA — 1 S S S — Date:
Job Address: 'S
C
en _e- A--, C. r1 `G 7 r C LF) 4 LA Lo
Description of Work: C C i' ice` (' —
Historic District: Zoning: Value of Work: S
Permit Type: Building Electrical K Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS I S Addition/Alteration Change ofService Temporary Pole_
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #:
Owners 1
Contractor Name & Address: Ir
Phon=.. RstO
Bonding Company:
Address:
Mortgage Lender:
Address:
Attach Proof of Ownership & Legal I
Phone:
Icy W-aedCIV
State License Number: t:: ' - L)o U I y-?
Contact Person: JM t . Phone: lit risinn
aob
ArchitecttEngineer: Phone:
Address: Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT. I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements ofthis permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that [will notify the owner of the property ofthe requi]= ien Law, FS 713.
Signature of Owner/Agent Date Signature ofContract a Date
S Vev2. G S I ry1
Print Owner/Agent's Name Print Con for/Agent's Name
Jennifer Almodovar
Signature of Notary -State of Florida Date SignAGre of Notary -State of Florida , My daft fission DD272809
a Expires December 07 2007
Owner/Agent is _ Personally Known to Me or Contractor/Agent is Personally Known to Me or
Produced ID Produced ID
APPLICATION APPROVED BY: Bldg:
Initial & Date)
Special Conditions:
Zoning:
Initial & Date)
Utilities: FD:
Initial & Date) (Initial & Date)
10-03; 203 9:04AM FROM
Permit # :
Job Addm6s:
Description of Work:
Historic District: Toning:
CITY OP SANFOItD >PUMfr APPLICATION
P. 2
ry.9 Sp SiS;
Date:'
Valise of Work; $ 1,7 irk %
Permit Type: Building w catical Mc4tanical Plumbing Fire Sptinklcr/Alarm Pool
ElvAric l: Now Savior, of AMPS AddidWAI=ation Change of Service Tcmporacy Polc '
Mochaoical: RcsiUtttial Noa-Residential Rcplacemaat Ncw (0001 Layout & LACIV Cale. licgWmd)
Plumbioy/ New Cotumereirl: # of Fixtures it of Watcr & Sewer lines # of Gas Lilies
Pluwbing,/lVew Residential: tf of Wa Cbsas ____„ Plumbng Repair— Residential or Commercial
Occupancy Type: Residential Comrnercisl industrial Total Square Footage:
Coal;ww ion Type. b ofStories: q of Dwelling Units: Flood Zone: (F1SMA form required for oshcc thou 7C)
of Ownership er Legal Ocuriptioa)
k
tsonuiog Courpauy:
torteagg Lender: — .. _
Art:aitecl/Tju=i user: Phoar:
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 hat commencul prior to theissutnceofapermitandthatadworkwillbeperformedtomeetstandardsofaUlawsregulttungconatructivainIbisjurisdiction. 1 understand ttwt a scparatcpermitmustbesecuredforELECTRLCALWORK, PLUMBING, SIGNS, WELLS, POOLS. FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
0) dNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicahic laws rat,Ulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YU01t 1'.Y t1;GTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE Kt:COKDING YOUR NOTICE OF COMMENCF.MF.NT.
N0 CE: In addiuoa to the roquiremonrs of this permit, there may be additional reswicuons applicable to this property that may W found in the public records ofthiscounty, and There may W additional permits required from other governmental anuties such as water trunagement districts, state agencies, Or fulcra) ugenrtcs-
Acecptanee of permit is voriGcarion slur I will notify the owner or the prop" of the requirements of Floridan Lien Law, FSS 713.
Signature Of Owner/Agent Date Signature of Contrar&Agcm Date
Print Owncr/Agent's Name Print Cont Agent's la
Signawre of Notary -Smote of Flonda Date c Noury-State of Florida Uat
George Stokes
OwtcdAgent is _ Personally Known to hie of, Contractor/Agent is, ommission DD024871
Produced lU _ Produced 10
OF FW Vres May 13 2005
APPLICATION APPROVED 6Y; Bay:
Initial & Date)
Zoning: Utilities: FD;
initial tit Otte) (Initial & wto) (initial & Date)
Special Conditions, .,
w
Permit # :0
Job Address:
Description of Work: &,a S"L.4
Historic. District: Zoning:
CITY OF SANFORD PERMIT APPLICATION
Value of Work:
Date:
Permit Type: Building V/ _ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS _, Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial
Occupancy Type: Residential V10 • Commercial Industrial Total Square Footage:C1__ •
Construction Type: GM LL # of Stories: _Z_ # of Dwelling Units: Flood Zone: X (FEMA form required for other than X)
Parcel #: 23, • I
I 30 6*0 `— 000OI O !Z (Attach Proof of Ownership & Legal Description)
Name & Address:
bfPy C
Owners N d /
5/ S0UrHff&6 CftN4 ._MfL .3275! 1t Phone: }
4 o7 62 (0077 Contractor
Name & Address: AVEk )"1W /V I s
o?)
S7 740 Phone &
Fax: 6 OD 070 ! Cont clt Per o„gn:. ti :% Phone Bonding
Company: /
VA S ` Address: ,VA
Mortgage Lender:
ry MU Address:
r:
Architect/Engineer: ,
fw%/V6//
d
y ;
p ,P one:
7 Address: 43
Sw mast Dr/J I L. 1 f i z: i:. Applicationis
hereby
made to obtain a permit to do therwork and ins I s indicate V . that no wore installation has commenced prior to the e f a
permit and that all work will be perform t' sett tandard alilaw-sregulating-constru-ctton to [hi jurisdiction. I understand that a separate issuance o p „ permit must besecuredforELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT:
I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTIG.. OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT. NOTICE: Inaddition to
the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there
may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of r is
verification that I will notify the owner of the property of the requir ' t of Florida Lien Law, FS 713. 2 Zoo + og G
N Signature ofOwner/Agent
45at Signature of Contractor/Agent Date IQ to N g Print
Owner/
Ag t' Print Co r Ps ame ¢ 2 o Z ggg m
o¢ Signaturee of
Florida *a, Signature of Notary -State of Florida Date * ro rOm__ ko Owner/
Agent
is
v Personally Known to Me or Contractor/Agent is Personally Known to Me or * SZP`W 4a d0 _ Produced
1
D .vi>r — Produced ID Y-^... 1P AP11O ATION
APPROVED BY:
Bid 3'3ti 7 Zoning: Utilities: FD: Initial & Date) (Initial & Date) (
Initial &Date) (Initial Date) Special Conditions: a1Q htj.
e clack.
Inc 07'/• rr. conk
T
I IN 11910 1111111111 Is 1111 i1III 1t 1111111111111111111 IN Permit
Number: Prepared
By Daphne Clark and
P.O.Box 784283 Return
To: Winter Garden, FL 34778-4283 MARYANNE
MORSE, CLERK OF CIRCUIT COURT SEMINULE
COUNTY BK
05205 FIG 0359 CLERK'
S # 2004026310 RECORDED
02/23/2004 12:17:13 PM RECORDING
FEES 6.00 RECORDED
BY S O'Kelley cER
mED COPY NOTICE
OF COMMENCEMENT. MARYANNE Moo" CLERK
OF CIRCUIT cOUW StateofFlorida. SE;eay.,"
oa
County
of Seminole. rre
jThe undersignedherebygivesnoticethatimprovementswillbemadetocertainrealpro,and : a , i ance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Description
of property: Lot
Number Legal
Description Street
Address VENETIAN
BAY, according to the plat thereof; as recorded in Plat Book
63, Pages 84-88, of thepublic records of Seminole County, QFlorida.
Sanford,
FL 2.
6eneral description of improvements : New
single family residence 3.
Owner information : Name Morrison Homes ddress151
South Mall Lane. Suite 200 Maitland FL 32751-7172 VieNumber (407) 629-0077 ax
Number (407) 629-5282 4.
Fee Simple Title Bolder 5.
Contractor: 6.
Surety : N.A. 7.
Lender: N.A. N.
A. Name
H 14P—EK— F)l'tl'_0H Address
151 South Hall Lane. Suite 200 Tel
Number 407) 629-0077 Fax
Number 407) 629-5282: Maitland
FL 32751-7172 8.
Persons within the State of Floridadesignated by the Owner upon whom notices or other .documents may be
served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9.
In addition to himself' Owner designates the following to receive a copy of the Lienor's Notice as provided in
713.13(1)(b), Florida Statutes. N.A. 10.
Expiration date of notice of commencement: One year from the date of recordin . Date
Signed: — Signature of Owner's Agent, Mhj e C 3,ftUt, Sworn
to and subscribed before e this by Signature
of Notary: . Maria
Lisa Steiner, who is personally known to me. D. /
6 CLWA MY
COMMISSION t DD 214811 Notary
Seal: * * EXPIRES: June 27, 2007 landedIhrueudptN"
y94r m oFflaF
Herx & Associates Inc.
Land Surveying
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 17*04*56" 75.00' 22.36' 11.26' 22.28' N 81°32'54"W
C 2 90°05'05" 50.00' 78.61' 50.07' 70.76' S 45°02'50"E
LOT 45
WOLFER'S LAKE VIEW TERRACE
PLAT BOOK 10. PAGE 66
LI
LOT 46
o A- GRADING
6.329 50. FT. co
6.9
PORCH 3.1
O
15.3'
Ln
z— w
w
zww
V) Q_N
LU
0Ln
d0
J aJJO
30
roz
1979
YORKSHIRE -A & 8-
SINGLE FAMILY RESIDENCE
FIN. FL, ELEV; 14.9
o
65.0'D
40.0'W
12
10Ln
LINE
L 2
o L 3
Ln /
1N
P.c..P. S 89* 54 38 "W 64.00 ' P.C.P. \
REFERENCED BEARING
CIL VENETIAN BAY CIRCLE (50 ' R/W) \ G
TRACT "F - PRIVATE ROADWAY \
CITY OF SANFORD \
LEGAL DESCRIPTION: Lot 46. - V E N E T I A N B A Y i
according to the plot thereof as recorded in Plat Book 63.
at pages 84 - 88 of the Pubfic Records of Seminole County. Florida. P.C.P.
FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone "X".
according to the Flood Insurance Rate Map Community Panel Number
12 028 9 0035E.Doted 04117195.
City of Sanford. Community Number 120294)
General Notes:
1. This is a BOUNDARY Survey performed in the field on I R O POS E D
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
LU
LIE
LOT 47
BEARING DISTANCE
N 89°54'38'E 60.00'
S 42°26'00"W 53.59'
S 89° 54 ' 38 "W 1 . 75 '
07V OF SAW01 ' '!-11"
SETBACKS:
Max Coverage - 62
Front 25' Rear 20' [SITE DATA
Side 5 ' Corner 5'Mv1P_ERVIO_US_ SO. FT. - 50Y
Minimum Lot Width 60' LOT SO. FT.
IMPERVIOUS AREA -3.184 SO. FT.
Note: Bearings shown hereon ore referenced to the CIL
of VENETIAN BAY CIRCLE as being N 89°5438"E.
Vertical datum is based on NGVD per Engineering
construction plans by Neal H ill e r Engineering. Inc.
Job Number 2001.
Legend
Temporary Benchmark O/S Offset
assumed datum) O.R.B. Official Records Book
BOW Back of sidewalk PB Plat Book
C/L Centerline PC Point of Curvature
FCC. Point of Compound CurvatureACentralor (Delta) Angle P.. C.P. Permanent Control PointCALCCalculatedPG. PageCBChordBearingP.R.M. Permanent Reference. MomimentCDChordP/L Property LineC.M. Concrete Monument P.O.B. Point of BeginningEL. or ELEV Elevation P.O.C. Point of CommencementFINALEL. Elevation (Measured) p I Point ofIntersectionFD. Found PRC. Point orReverse CurvatureFin. Fl. Elev. Finished Floor Elevation PT. Point of TangencyI.P. Iron Pipe R RadiusI.R. Iron Rod RAD Radial LineLArcLengthRES. ResidenceLBLicensedBusinessR,yv Right -of -WayLS. Land Surveyor TBM Temporary BenchmarkMeaMeasuredTYP. TypicalN/D(N&D) Nail and Disk Fence symbol (see drawing) N R. Not Radial X—X- Fence symbol (see drawing)
Certification: Not valid without the sign and the original raised seal
of a Florida licensed Surveyor and M pper Drown by • CM
7SIanda
y meets the requirement of he Florid Minimum Technical Checked by : DPascontainedinChto617-6 FI ida Administrative Co Prepared For: MORR I SON
Sketch of Legal Description Job Number: 02-017-02
Q,Ic)j This is not a Survey Scale : 1'- 30'
William A. Herz, P.L.S. Florida Registered L Plot planSurveyorNo. 3162 Fo u n do t i o nperformed: 11-26-03
SurveyDaraeL. Przemieniecki, P.S.M. Registered u eyor and Mapper No. 6030 F i o 1 SurveyWilliamR. Herx, P.S.M. Registered Surveyo d
or
No. 6092 RevisionsHerx & Associates Inc., State of Florida LB 4937
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
Ma of Surve y
CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING
C 1 17°04'56- 75.00' 22.36' 11.26' 22.28' N 81°32'54"W
C 2 90*05*05" 50.00' 78.61' 50,07' 70.76' S 45°02'50"E
WOLFER'S LAKE VIEW TERRACE
PLAT BOOK 10. PAGE 66
LI
L 0 T 46
0 A - GRADING
N 6.329 SO. FT. 00
6.9
V:.;:;>:;: 24.7 o CO00 PORCH
3.1 O
O
Lrl
15.
3' LU
1979
YORKSHIRE '
A 6 8- N N
USINGLEFAMILYRESIDENCEN
FIN. FL. ELEV: 14 9 Ln BUJ
o O WWI
LOT
45 LuzN lo %
o o O
Q_N WQ•
65.0D V. oz40.0'W d0
Jo
6.0'0 JO3
0 6.9 O
I2.7 21.
3, o G d
co
P i o —
0
0 M
M L3
o
V 0
Un
N
P.
c..P. S 89°54 38"W 64.00'— REFERENCED
BEARING CIL
VENETIAN BAY CIRCLE (50' R/W) \ G TRACT "
F " PRIVATE ROADWAY \ CITY
OF SANFORD \ LEGAL
DESCRIPTION. Lot 46. - V E N E T I A N B A Y " according
to the plot thereof as recorded in Plot Book 63. at
pages 84 - 88 of the Public Records of Seminole County. Florida. P.C.P. FLOOD
HAZARD DATA: The Parcel shown hereon lies within Flood Zone "X" according
to the Flood Insurance Rate Map Community Panel Number 1202890035E.Doted 04117195. City
of Sanford. Community Number 120294) LINE
L
I L
2 L
3 General
Notes: o 1. This is a BOUNDARY Survey performed in the field on PROPOSED 2.
No aerial, surface or subsurface utility installations, underground improvements or subsurface/
aerial encroachments, if any, were located. 3.
Building ties shown are to the exterior unfinished foundation surface or formboard. 4.
Elevations shown hereon, if any, are assumed and were obtained from approved Construction
plans provided by the Client unless otherwise noted, and are shown only
to depict the proposed or actual difference in elevation relative to the assumed temporary
Benchmark shown hereon. 5.
The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights -
of -way of record whether depicted or not on this document. No search of the Public
Records has been made by this office. 6.
The legal description shown hereon is as furnished by client. 7.
Platted and measured distances and directions are the same unless otherwise noted. e
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 LOT
47 BEARING
DISTANCE N
89°54'38"E 60.00' S
42°26'00"W 53.59' S
89°54'38"W 1.75' SETBACKS:
Max
Coverage - 62 Front
25' Rear 20' SITE DATA Side
5 ' Corner 15' WERWO_US SO. FT. . 50% Minimum
Lot Width 60' LOT S0. FT. IMPERVIOUS
AREA -3.184SO. FT. Note:
Bearings shown hereon are referenced to the CIL of
VENETIAN BAY CIRCLE as being N 89°54'38"E Vertical
datum is based on NGVD per Engineering construction
plans by Neol H i I I e r Engineering. Inc. JobNumber2001. Legend
Temporary
Benchmark O/S Offset assumed
datum) O.R.B. Official Records Book BOW
Back of sidewalk PB Plat Book CA
Centerfrne PC Point of Curvature d
Central or (Delta) Angle FCC. Point of Compound Curvature CALC
Calculated P.C.P. Permanent Control Point CB
Chord Bearing PG. Page CD
Chord P.R.M. Permanent Reference Monument C.
M. Concrete Monument P/L P,
O.B. Property
Line Point
of Beginning EL. or ELEV Elevation P.O.C. Point of Commencement FINALEL. Elevation (Measured) P 1. Point of Intersection FD. Found PRC. Point of Reverse Curvature Fin. Ff. Elev. Finished Floor Elevation PT. Point of Tangency I.P. Iron Pipe R Radius I.R. Iron Rod RAID Radial Line LArcLengthRES. Residence LBLicensedBusinessRAVRight -of -Way LS. Land Surveyor TBM Temporary Benchmark MeaMeasuredTYP. Typical N/D(N&D) Nail and Disk Fence
symbol (see drawing) N.R. Not Radial X—X- Fence symbol (see drawing) Certification:
Not valid without the sign and the original raised seal . o/
a Florida licensed Surveyor and M ppar Drawn b y : CM urveymee(s the requirement of ha Fiord Minimum Technical Checked b y : OP Stand-. as contained in Ch to 17-6 FI da Administrative Co Prepared For: MORR I SON Sketch
of Legal Description Job Number: 02-017-02 kkj
L" This is not a Survey Scale : 1,- 30' William
A. Herx, P.L.S. Florida Registered L Plot plan performed: 11-26-03 SurveyorNo. 3182 F o u n do t i o n Survey DaraeL. Przemieniecki, P. S.M. Registered u eyor and Mapper No. 6030 F i o l Survey: WilliamR. Herx, P. S.M. Registered Surveyo d Mapper No. 6092 Revisions . HerxBAssociatesInc.. State of Florida LB 4937
LIMITED POWER OF ATTORNEY
DATE: f
I HEREBY NAME AND APPOINT: DAPHNE CLARK, GUSTAV BOTES,
EACH AN AGENT OF:
TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO
THE BUILDING DEPARTMENT OF:
4
FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED
LOT NUMBER : 7`
SUBDIVISION:
ADDRESS:
AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY
TO THIS APPOINTMENT.
MAREK BAKUN
NAME OF CONTRACTOR.)
45
SIGNATURE OF CONTRACTOR.)
STATE CERT. # CRC1327062
CONTRACTOR'S STATE REGISTRATION NUMBER.)
The foregoing instrument was a'cl owledged before me this
DATE: 1U
BY: MAREK BAKUN
Who is personally known to me and did not take an oath.
STATE OF FLORIDA---..
COUNTY OF ORANGE. CHERYL ALo,%- w
a z nay OVha[SSeC K
EXNP ES: Apr G'
3CiG',R'Y 'rL. stOtt l Serr'l:X;. +'r >•J•t r^; ,... NOTARY
SEAL. SIGNATUldOFNOTARY:
Seminole County Property Appraiser Get Information by Parcel Number http://www.scpafl.org/pis/web/re_web.seminole_county_title?PARCE...
PARCEL DETAIL
Seminldc Chanty
ilFr lrnrrpraiser tJlfyKN '
Ord
F1. 32771 11i"
nt-?Sfln , GENERAL
Parcel
Id: 23-19-30-502-0000-0460 Tax District: S1-SANFORD Owner:
MORRISON HOMES INC Exemptions: Address:
151 S HALL LN STE 200 City,
State ZipCode: MAITLAND FL 32751 Property
Address: 158 VENETIAN BAY CIR SANFORD 32771 Subdivision
Name: VENETIAN BAY Dor:
00-VACANT RESIDENTIAL SALES
Deed
Date Book Page Amount Vac/Imp WARRANTY
DEED 11/2003 05091 0407 $3,476,000 Vacant Find
Comparable Sales within this Subdivision LAND
Land
Assess Method Frontage Depth Land Units Unit Price Land Value LOT
0 0 1.000 11,310.00 $11,310 0
JUN= t < Back > i I
JV
IR
WW' 2004
WORKING VALUE SUMMARY Value
Method: Market Number
of Buildings: 0 Depreciated
Bldg Value: $0 Depreciated
EXFT Value: $0 Land
Value (Market): $11,310 Land
Value Ag: $0 Just/
Market Value: $11,310 Assessed
Value (SOH): $11,310 Exempt
Value: $0 Taxable
Value: $11,310 2003
VALUE SUMMARY 2003
Tax Bill Amount: 2003
Taxable Value: DOES
NOT INCLUDE NON -AD VALOREM ASSESSMENTS
LEGAL
DESCRIPTION PLAT LOT
46 VENETIAN BAY PB 63 PGS 84 - 88 Assessed
values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax ff
yourecently purchased a homesteaded property your next year's property tax will be based on Just/Market value. 1
of 1 2/20/2004 6:03 PM
l[7'\iy] pl CUDNTY OF SEMIN0'E '
IMPACT FEE STATEMENT *
ISSUED BY CITY OF SANrORD
STATEMENT NUMBER 104-75941 DATE
BUILDING PERMITCI O UMBER: ...... ...
UNIT ADDRESS: __________________________
TRAFFIC ZONE: JURISDICTION:
SEC: _ TWP R`G
SUBDIVI
PLAT BOOK /P- PLAT
OWNER NAMEx
ADDRESS:
APPLICANT
Its -0-
LAND USE CATEGORY: 001 - Single Family Detached House
TYPE USE: Residential
WORK DESCRIPTION: Single Family House: Detached - Construction
TEEBENEFIT RATE FEE UNIT RATE PER # & TyPE TOTAL DUE
TYPE DIGT SCHEDULE DESC. UNIT OF UNITS
ROADS
ARTERIALS CO -WIDE Q dwl unit $ 705.00 1 $ 705.00 ^
ROADS ^
COLLECTORS NORTH 8 dwl unit $ 142.00 1 $ 142.00
LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00
SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00
A OUNT DUE $ 2,285.00
STATEMENT
RECSIVED B0,SIGNATURE: __ __
NOTE TO RECEIVING SIGNATORY/APPLICANTx FAILURE T' NOTIFY OWNER AND
ENSUR[ TIMk:LY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. ***`V
DISTRIBUTION: 1-COUNTY 3-CITY
2-APPLICANT 4-COUNTY
NOTE**
PERSON ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH
ARE DUE AND 'PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO APPEAL "THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR
EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILIN0
A WRITTEN REQUEST WITHINN 45 CALENDAR DAYS OF THE RECEIVING
SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY O!:<
OCCUPANCY. TKE REQUEST FOR REVIEW MUST NEET THE REQUIREMENTS OF THE
COUNTYi-AND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS
MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE:
1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; 407) 665-7474.
PAYMENT SHOULD BE MADE TOx CITY OF SANR]RD
BUILDING DEPARTMENT
300 NORTH PARK AVEN&)E
SANFORD. FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY QRDER, AND SHOULD REFERE>|CE
THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP
EFT OF THF NOTICE.
THIS STATEMENT IS VALID ONLY IN CONJUMCTION WITH ISSUANCE OF A**kl'
FAMILY BUILDING PERMIT**************=***
CM OF aSAAW01-t3j I'E"f133 ltvFj, t AT1 `f
Jg1j Addxes5:
De rip"IeD 'D;
Fl isw—ic Dist '
f
7) CA
Permit Type- BWI'di:r2'g E'lec caI M kmicfl F1a1T;*irt9 Fim SP-;"nlileVAJIL AM
I'3estracstl: i>S'e'w Service, of r p t sTd'irio l/f 3te3 ^ivn Change os sevyise l ern71.07t ry P61f _
mechania.' esi(i rttial idot-Iieside atial Taeplsfs tic:It I`iea+ I atc;; R ye-gyRequired)
PlumbingJ Me" Commercia # of'Fi;ttures. =t of wawl & SeaYer Lines s: Cw Lines
Plumbiti0elr Htsidentinl; # of Wattrj-'C?oset5 l')utiltiin i3e i r' esi entiaa or Co i elii 'xeral
ccepancy Type: Residential ilo Co rinacial Industrial 'dotal Sjmate F'oatage: - ^ Coristrtiction
Type: = of Stories: tt of Dwelling units: Flood 7Ane: (F'EMAfortmt reau red for c t'I.ia i cltr,eaapParcel #: (
Airaaeb Froo. of Ownership A Legal Description) Ovyners
Name & Address: i
Contractor
dame & Act Phone &
Fax: Bonding
Company: _ Address:
rlorigage
Lender: Address' _
Architect/
Engineer:_ Phone:
License
Phone:
Address; _
Fan: _ Apj
lhcationis hereby rnadc to obtain a. permit to do the work and installations as indicated. I certify that no work or installation has commcri(ed print tU Ute issuanceofapenitandthatallworkwillb: perf'o-ired to meet standards of all laws regdlating. cons a+eaon in this jursd',iction. I understand that. a separate permit mustbesecuredforELECTRICALWOMPLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, etc. O WNER'
S_ AFFiDAV I I : I certifly that all of the foregoing information is accurate and that all work wilt be done in compliance with all apphcal k 1 _w rr t i-Ixting constructionandzoning. WARNING TO OWNER: YOUR FAILiTt'.!? WO RECORD A !NOTICE OF C0kMBNCEMEE'TdT WY IRMULT ITS? Y. oi'm- i'/. TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. 9z YOU INTEND TO OBTATIN F NANCINI G, CONSULT Wrni YOUR LENDER OR AN ATTORNEY BEFORERECOPD1NGYOURNOTICEOFCOMMENCE1vIENT- NOTICE: In
addition to the requirements of this permit, there . k additional restrictions applicable to this property that may be found at file public records of this county,
and the, may be additional permits required from other governmental entities such as watt- ,management districts, state agencies', nt fodei a:l agencies. Acceptance of
permit is verification that I call notify the owne)othe property ofthe requirements oflorida Lien FSMAY 2
l 7004 Signature of
Owner/AgentIwo Date
Cigna
egrrC-onczcior/Agent Date R - RT .
G. DELLO RUSSO Print Owner/
Agent's Name Pri t Contractor Agent's NaW---- MAY
C . Signatureof
Notary -State. of Florida Date Signature!of No_=Ilcrsonair, Date
Owner/
Agent
is _ Personall., Known tq Me or Conuactor/Ac:-.:_or Produced iD /
Produce': 1PPUC':1ION
APPROVED BY: Bldg:,,?: lJ: let Imual & Datei (Initial & Date) ( P loti tiP,1 '(j ei=n i— -- I ltxual &
Dat:
tcij! C"
oridiliom; t CO'` AISSi'
M # U 212893 EXPIRES Juntt
14, `L007 e, t
i
TRUSS INDEX SHEET
Per Rule 61 G15-31.003 of the Florida Board of Engineers
Customer: MORRISON
Job Identification: Z1979A
Address 1 VENETIAN BAY
Address 2 LOT 46
Jurisdiction: CITY OF SANFORD
General Building Design Information
Florida Building Code - 2001; Chapters 16 and 23
ANS11TPI 1
Design Loads
Roof: 37 PSF
Floor: —
Wind: 120 MPH ASCE 7-98
SMYTH LUMBER CO.
ROOF TRUSS DIVISION
2722 SOUTH APOPKA BLVD.
APOPKA,FL 32703
407-299-1522
FAx: 407-299-9153
Engineer of Record ROBERT MONTA OF 237 S WESTMONTE DR., STE 210, ALTAMONTE, FL PE#33709
Or Building Designer:
Alpine Engineered Products Design Software
Seal Daf 08-Dec-03
Truss Engineer: William M. Ranieri
FL Lic.# 42704
The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for
the truss component designs listed and included in this truss package. The attached component designs are valid only if depicted with a copy of
the Truss Engineer's ink -stamp seal.
Standard Detail Designs: Std. Gable, Struct. Gable, Corner Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42
Number of Drawings:
Truss ID:
R1
R3
R4
R5
R6
R7
R8
R9
R10
R11
R12
R13
R14
R15
R16
R17
R18
H1
H2
E1
E2
c1
c2
C3
24 Plus Standard Details
Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers
7 0'
G3 I I I iI tt 1 11 1 L
GZ
7 0'
2 EI
F.9
LI
R7
F6
F5
F4
j
37 0'
311 0'
0. c 5'
5
F4
F_10
F,II
H 0 P.IL
o celw,l, Fw
n lo'
FIS
5 0'
2' O'
E2G2 FIG
F,17
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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 0.15" DUE TO LIVE LOAD AND 0.13" DUE
TO DEAD LOAD AT X = 20-0-0.
0-4-3
Y
3X8 (B1)
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5X6= 5 X 8 = 5X6=
120 MPH WIND, 14.31 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, 14IND 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.
3X8 (B1)
1-4-0 1-4-0
20-0-0 20-0-0 I
R=1561 U=479 W=8"
40-0-0 Over 2 Supports
R=1561 U=479 W=8"
0-4-3
T +9-4 0
10-4-3
PLT TYP. Wave TPI R Design Crit: TPI-1995 STD 6.10 QTY:12 FL 1 - R Scale =.125" 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 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
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
UILBRACOINGHOFTRUSSES INTRUSSES. LONFORTHIISMDESIGNICONFORMS WITHAPPLICABLEPROVISIONSRICATING, HANDLING, SHIPPINGAND1 NATIONAINSTALLLDESPECIFICATIONPUBLISHED
BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AN TPI. ALPINE CONNECTORS ARE
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FOR THE TRUSS COMPONENT DESIGN SHOI-IN. 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. Dec 08 '03 SPACING 24.0" JREF- 1S8J352 Z12
Lly/VA - K3
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.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC
CALCULATED VERTICAL DEFLECTION IS 0.15" DUE TO LIVE LOAD AND 0.12" DUE
TO DEAD LOAD AT X = 20-0-0.
0-4-3
Y
T
5X6=
5X6=
3X8(Bl) = 5X6= 5X10= 5X6=
120 MPH WIND, 14.06 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.
3X8(B1)
1-4-0 I-4-0
L 19-0-0 _,q, 19-0-0 _I
R=1561 U=480 W=8"
0-0-0 Over 2 Supports
R=1561 U=480 1•1=8"
9-10-3
0-4-3
9-4-0
PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 0TY:2 FL 1 - - R - Scale =.125" 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 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, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
Q C SON
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R E F R 3 5 2-- 59278
SMYTH LUMBER CO.
ROOF TRUSS DIVISION*
DATE 1 2/ Q 8/ 0 3
DRW SLTUSR352 03342629
SLT-ENG WMR '- 2722 SOUTH APOPKA BLVD.
APOPKA, FL 32703
407-299-1 522
FAX: 407-299-91 53
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 AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO
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P S F S E Q N 37252
OUR F A C . 1.25 FROM R HPROFESSIONALENGINEERING,
CERTIFICATE OF AUTIIORIZATION #9216
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPON7y BILITY 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. Dec0 8 ' 0 3 SPACING 24.0" JREr- 1S8J352_Z12
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUk MITTEO BY TRUSS MFR.
Lly/yA - K4) ._
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
0-4-3
1
T
2. EIXZI% 5X6= 5X6=
120 MPH WIND, 13.56 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.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC.
CALCULATED VERTICAL DEFLECTION IS 0.15" DUE TO LIVE LOAD AND 0.12" DUE
TO DEAD LOAD AT X = 23-0-0.
3X8(B1) =
5X6= 5X8= 2.5X4= 5X6=
3X8 Bl
1-4-0 1-4-0
17-0-0 _1_ 6-0-0 1_ 17-0-0 I
E 40-0-0 Over 2 Supports
R=1561 U=483 W=8" R=1561 U=483 W=8"
8-10-3
0-4-3
9-4-0
PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 0TY:2 FL 1 R Scale =.125" 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 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 PROPER LV ATTACHED RIGID CEILING.%•G
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T C
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S MYTH LUMBER CO. DATE 1 2 08 0 3
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
No. 42704 c
DL 10.0 PSF DRW SLTUSR352 03342630
2722 SOUTH APOPKA
DESIGN; ANY FAILURE TO
SLT-ENG /WMR
BLVD.
APOPKA, FL 32703
BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND
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SPECIFICATION PUBLISHED BY THE AMER15CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S I:•
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A•yy..p..e•••t D U R F A C 1.25 FROM R HPROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
CERTIFICATE OF AUTHORIZATION #9218 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. Dec 08 '03 SPACING 24.0" JREF 1S8J352 Z12
L1'J/9A - K5
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.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC
CALCULATED VERTICAL DEFLECTION IS 0.15" DUE TO LIVE LOAD AND 0.12" DUE
TO DEAD LOAD AT X = 20-0-0.
0-4-3
Y
5X6= 2X4III 5X6=
3X8(B1) =
2X4111 5X6= 3X8= 5X6=
120 MPH WIND, 13.06 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,
2X4111
3X8(Bl)
1-4-0 1-4-0
L 15-0-0 _I_ 10-0-0 _I, 15-0-0 _I
R=1561 U=485 W=8"
0-0-0 Over 2 Supports
R=1561 U=485 W=8"
7-10-3
0-4-3
9-4-0
PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 0TY:1 FL - 1 - - R - Scale =.125" 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 O'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO
THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANYDEVIATION FROM THIS DESIGN; ANY FAILURE TO
QgPERFORMING
1' No.42704
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T C
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ILL
D L
DL
2 0.0
7.
10.0
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P S F
P S F
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R E F R 3 5 2-- 59280
S MYTH LUMBER CO.
ROOF TRUSS DIVISION
DATE 1 2 0 8 0 3
DRW SLTUSR352 03342631
S L T - E N G / WM R2722SOUTHAPOPKABLVD.
APOPKA, FL 32703
407-299-1522
FAX: 407-299-91 53
BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE Of 20GA ASTM A653 GR 40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
S STATE OF ; Qi LC' O R,OP:•
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BC
TOT.LD.
ILL 0.0
37.0
P S F
PSF SEON- 36986
D U R F A C . 1.25 FROM R HPROFESSIONALENGINEERING,
CERTIFICATE OF AUTHORIZATION#9218
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPOR'5IBILITY 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. Dec 08 '03 SPACING 24.0" JRE 1S8J352_Z12
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMOSIONS) SUBMITTED BY TRUSS MFR.
L19/9A - Kb) .I
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
0-4-3
Y
T
5X6= 2X4III 5X6=
120 MPH WIND, 12.56 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.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC.
CALCULATED VERTICAL DEFLECTION IS 0.16" DUE TO LIVE LOAD AND 0.13" DUE
TO DEAD LOAD AT X = 20-0-0.
3X8 ( Bl ) — (Bl _
ZA4111 5X6= jA6-- 5X6=
3X8
ZX41II —
1-4-0 1-4-0
L, 13-0-0 I 14-0-0 I 13-0-0 I
I F'i1tIS[Il^H7i
0-0-0 Over 2 Support
R=1561 U-488 W=8"
t
6-10-3
0-4-3
9-4-0
PLT TYP. Wave TPI R I Design Crit: TPI-1995 STD FLBC 6.10 OTY:1 FL 1 R - Scale =.125" 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 DR., SUITE 200, MADISON, IJI 13719), FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
PtA .. RA_ c_.... ... '
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P S F
PSF
R E F R 3 5 2-- 59281
S MYTH LUMBER CO.
ROOF TRUSS DIVISION
DATE 1 2 / 0 8 / 0 3
DRW SLTUSR352 03342632
2722 SOUTH APOPKA BLVD.
APOPKA, FL 32703
407-299-1522
FAX: 407-299-91 53
BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF 20GA AST M A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO•a„
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S E Q N - 37001
O U R F A C . 1.25 FROM R HPROFESSIONALENGINEERING
CERTIFICATE OF AUTHORIZATION #92I8
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT 0ESI GN.SHOWN. THE SUITABILITY AND USE OF THIS
COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER
ANSI/TPI 1-1D95 SECTION 2. Dec 08 '03 SPACING 24.0" JREF- 1S8J352Z12
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
19/9A - R7)
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
6X6=
0-4-3
Y
T 5X6=
3X8(B1)
1-4-0
L 11-0-0
r
R=1561 U=489 W=8"
5X6= 2.5X4=
3x8 5X6=
18-0-0
0-0-0 Over 2 Supports
Nomo
120 MPH WIND, 12.06 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,
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC.
CALCULATED VERTICAL DEFLECTION IS 0.19" DUE TO LIVE LOAD AND 0.15" DUE
TO DEAD LOAD AT X = 17-0-9.
0-4-3
T 9-4-0
5X6=
3X8(B1)
1-4-0
11-0-0
R=1561 U=489 W=8"
PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10
WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE, 583 D'0NOFRIO DR., SUITE 200, MA DI SON, IJI 53719), FOR SAFETY PRACTICES PRIOR TO
PEREORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED
S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
ROOF TRUSS DIVISION **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND
APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN
407-299-1 522 SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO
FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER
PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESGN SHOWN. THE SUITABILITY AND USE OF THIS
CERTIFICATE OF AUTHOR17ATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER
ANSI/TPI 1-1995 SECTION 2.
TY:1
N0.42704
STATE OF : @
Dec 08 '03
FL/-/1/-/-/R/-
TC LL 20.0 PSF
TC DL 7.0 PSF
BC DL 10.0 PSF
BC LL 0.0 PSF
TOT.LD. 37.0 PSF
DUR.FAC. 1.25
SPACING 24.0"
5-10-3
1
Scale=.125"/Ft.
REF R352-- 59282
DATE 12/08/03
D R W SLTUSR352 03342633
SLT-ENG WMR
SEQN- 37023
FROM RH
JRE- 1S8J352 Z12
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMIWVSIONS) SUQMITTED BY TRUSS MFR.
ZiV/9A - Kb9
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
u
T2, T3 2x4 SP #1 Dense:
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC
CALCULATED VERTICAL DEFLECTION IS 0.23" DUE TO LIVE LOAD AND 0.19" DUE
TO DEAD LOAD AT X = 16-4-9.
0-4-3
Y
T
5X8= 5X6= 2.5X4= 5X8=
9Yd--
120 MPH WIND, 11.56 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, 14IND
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.
T2 T 2X4%
6 r A 6
3X8(B1)
5X6= 3X8= 5X6= 5X6=
3X8(B1)
1-4-0 1-4-0
9-0-0 _I, 22-0-0 _1_ 9-0-0 _1
R=1561 U=491 W-8"
0-0-0 Over 2 Supports
0-4-3
TT 4 0
R=1561 U=492 W=8"
PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.1
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 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHEDSMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
ROOF TRUSS DIVISION **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND
APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL . STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO
FAX: 407-299-9 1 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
PROFESSIONAL ENGINEERING
DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE EDILOING DESIGNER, PER
ANSI/TPI 1-1995 SECTION 2.
QA
ynmlmw Q T Y
IFIC;q,F
No.42704
STATE OFe. Q
Dicy .R10P Q c` kNA1.11
Dec 08 '03
FL/-/1/-/-/R/-
TC LL 20.0 PSF
TC DL 7.0 PSF
BC DL 10.0 PSF
BC LL 0.0 PSF
TOT.LD. 37.0 PSF
DUR.FAC. 1.25
SPACING 24.0"
Scale=.125"/Ft.
REF R352-- 59283
DATE 12/08/03
D R W SLTUSR352 03342634
SLT-ENG /WMR
SEQN- 37256
FROM RH
JREF- 1S8J352 Z12
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
LI?19A - R9
TOP CHORD 2x4 SP 42 :T2, T3 2x4 SP #1 Dense:
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.
1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS.
CALCULATED VERTICAL DEFLECTION IS 0.08" DUE TO LIVE LOAD AND 0.07" DUE
TO DEAD LOAD AT X = 32-10-4.
0-4-3
Y
2X4- 5X6= 3X6= 2X4 III 7X6= 2X4 III 3X6= 2 X 4 %
sxa=
3X8= 6X8=
1-4-° _I15-8-0
I_ 7-0-0 _I-
161Pt:10
40-0-0 Over 3 Supports
R=598 U=195 W=8" R=4075 U=1152 14=8"
120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC.
5X6=
0-4-3
T 9 4 0
3X8(B1)
1-4-0
7-0-0 _I
R=1494 U=448 W=8"
PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10
WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHEDSMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
ROOF TRUSS DIVISION IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
2722 SOUTH APOPKA BLVD. ABBUILDTHETRUSSESINCONFORMANCE141THTPI; OR FRICATING, HANDLING, SHIPPING, INSTALLING AND
APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
407-299-1 522 SPECIFICATION PUBLISHED BY THE AMER15CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
FAX: 407-299-91 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGPROFESSIONALENGINEERINGRESPONABILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS
CERTIFICATE OFAUTI'IORIZATION #9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER
ANSI/TPI 1-1995 SECTION 2.
y klffl
GNo. 42704
s
STATE OF
c s 01111D.-O'
Dec 08 '03
FL/-/l/-/-/R/-
TC LL 20.0 PSF
TC DL 7.0 PSF
BC OIL 10.0 PSF
BC LL 0.0 PSF
TOT.LD. 37.0 PSF
DUR.FAC. 1.25
SPACING SEE ABOT
Scale=.125"/Ft.
REF R352-- 59284
DATE 12/08/03
D R W SLTUSR352 03342635
SLT-ENG /WMR
SEON- 37334
FROM RH
JREF- 1S8J352 Z12
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIM ?JSIONS) SIiBMITTED BY TRUSS MFR.
Li J/NH - K1U2 .
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @.24" OC
CALCULATED VERTICAL DEFLECTION IS 0.16" DUE TO LIVE LOAD AND 0.13" DUE
TO DEAD LOAD AT X = 18-8-8.
0-4-3
1
TL X 4 III
3X8(B1)
1-4-0
15-0-0
L,
R=1561 U=481 W=8"
5X6=
5X6=
5X6= 2.5X4=
3X8=
I 4-0-0 1 3-0-01
40-0-0 Over 2 Supports
120 MPH WIND, 13.81 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 HIS-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
5X6=
3X8(B1)
1-4-0
T S2_n_n I
R=1561 U=480 W=8"
PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10
WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND
BRACING. REFER TO HIB-91 (HANOLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE, 583 DONOFRIO DR., SUITE 200, MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHEDSMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
ROOF TRUSS DIVISION IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND
APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN
407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
FAX: 407-299-9 1 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER
PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INOCATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGI
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE
OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/
TPI 1-1995 SECTION 2. 0-
4-3 9-
4-0 QTY:
1 t
No.42704 STATE
OF c or OR10P •
4. Dec
08 ' FL/-/
l/-/-/R/- TC
LL 20.0 PSF TC
DL 7.0 PSF BC
DL 10.0 PSF BC
LL 0.0 PSF TOT.
LD. 37.0 PSF DUR.
FAC. 1.25 SPACING
24.0" 9-
4-3 Scale=.
125"/Ft. REF
R352-- 59285 DATE
12/08/03 D
R W SLTUSR352 03342636 SLT-
ENG WMR SEQN-
37355 FROM
RH JREF-
1S8J352 Z12
Lly7yA - R11
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.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC
CALCULATED VERTICAL DEFLECTION IS 0.17" DUE TO LIVE LOAD AND 0.14" DUE
TO DEAD LOAD AT X = 16-8-8.
0-4-3
1
T
5 X 6 = 5X6=
3X8(B1) -
LX4111 5X6= 2.5X4- 5X8= 6iffim
120 MPH WIND, 13.81 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.
3X8(B1)
1-4-0 1-4-0
13-0-0 1 4-0-0 1 5-0-0 I 18-0-0 I
40-0-0 Over 2 Supports
R=1561 U=481 W=8" R=1561 U=480 W=8"
9-4-3
0-4-3
T +9-4-0
PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 0TY:1 FL 1 - R - Scale =.125" Ft.
WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INAND 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,
INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO lfl.•
T ••,•••
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4.2704n T
C T
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L
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DATE p
1 2 / 0 8 / 0 3 DRW SLTUSR352
03342637 2722 SOUTHAPOPKAVD
KA, FL32703
407-299-1522
FAX: 407-299-
91 53 PROFESSIONAL ENGINEERING CERTIFICATE
OF AUTHORIZATION #
9218 H T CONIN
OM I OAIISHIPPING,INSTALLING BRACING OFTRUSSES. THIS
DESIGNCONFORMSWITH APPLICABLE PROVVISONSOFNOS(NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER
ASSOCIATION) AND TPI. ALPINE EACHCONNEFACCESOFRTRUSS, ANDE MADE OF 2UNLESSTOTHERWISE4LDGAOCATED ONETHISEDESIGN, OOITDON CONNECTORSNPERORS
TO DRA14INGS160A-Z. THE SEAL ON THIS ORAWING
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. IF OF pQ
Q •,O R10 :•• sAM ..,•• „ 77 NA1.
EPV DecQ B '
0 3 BC
TOTLLL D .
0.0 37.0
PSF
P
S
F SLT-
ENG WMR
S EON -
37261
D U R .
F A C .
1.25 FROM
R H _ SPACING 24.0" JREr- 1S8J352_Z12
Lly/'JA - K12) ,
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIM.,NSIONS) SUL.MITTED 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.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC.
0-4-3
k
T
120 MPH WIND, 13.81 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 0.21" DUE TO LIVE LOAD AND 0.17" DUE
TO DEAD LOAD AT X = 19-5-12.
7X6 (R) III
3X8(B1) = 2X4III 2X4III 3X8(B1)
2X4III
1-4-0 1-4-0
rE
11-0-0 _I, 4-0-0 ,I, 7-0 0 _L 18-0-0 I
19-4-0 T 20-8-0 1
R=1561 U=480 1,1=8"
0-0-0 Over 2 Supports
R=1561 U=479 W=8"
9-4-3
0-4-3
4-0TY
PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 QTY:1 FL 1 - R - Scale=.1875" Ft.
WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND P... RA_ T C L L 20.0 P S F R E F R 3 5 2-- 59287BRACING. REFER T?CH (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 D'ONOFRIO DR .. SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO;pSIFI'•.
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED PrV ',T C D L 7.0 P S F DATE 1 2/ 0 8/ 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. N0.42%O4IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDROOFTRUSSDIVISION*: ;* BC DL - 10.0 PSF DRW SLTUSR352 03342638PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND S i
APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 9:••TATE OAF ; BC LL 0.0 PSF SLT-ENG /WMR
407-299-1522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 0 •.••s••'
FAX: 407-299-91 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO OR, n •...... T 0 T . L D . 37.0 P S F S E Q N - 37374
EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER V
PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING `rOWA1.E D U R F A C. 1 25 FROM R HRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS
CERTIFICATE OF AUTHORIZATION #92 18 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec 08 '03ANSI/TPI I -Ills SECTION z. SPACING 24.0" JREF 1S8J352_Z12
ZIVIVA - K13
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.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC.
0-4-3
I
T
3X8 (B1)
120 MPH WIND, 13.81 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 0.22" DUE TO LIVE LOAD AND 0.18" DUE
TO DEAD LOAD AT X = 19-5-12.
7X6 (R) III
bx 1L— 1UA1`F— .. .. ..
2 X 4 III 2X4 III 3X8 (B1)
1-4-0
E 9-0-0 _1— 4-0 0 1_ 9-0-0 _I, 18-0-0 J
12-0-0 T ` 7-4-0 20-8-0
fE 40-0-0 Over 2 Supports
R-1561 U=480 W=8" R-1561 U=479 W=8"
9-4-3
0-4-3
4 - 0
PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 mm QTY:1 FL - 1 - R - Scale=.1875" Ft.
WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200, MAD 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.
IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
w
7,!` p'F • 3: 4•(i - r
ir0. ns%04 a
T C
T C
BC
L L
D L
DL
20.0
7.0
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P S F
CPSFF
PSF
R E F R 3 5 2-- 59288
SMYTH LUMBER CO.
ROOF TRUSSDrvI510N
DATE 1 2 / 08 / 0 3
DRW SLTUSR352 03342639
2722 SOUTH APOPKA BLVD.
APOPKA, FL 32703
407-299-1 522
FAX: 407-299-9153
BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE0CONNECTORSAREMADEOF2OGAASTMA653GR40GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
STATE OF Q'
P:•t Iit•yOR,O•.•'/ C's••"••t 1
BC
TOT.LD.
ILL 0.0
37.0
PSF
PSF
SLT-ENG WMR
SEQN- 37363
D U R F A C . 1.25 FROM R H - PROFESSIONAL ENGINEERING -.
CERTIFICATE OF AUTHORIZATION #9218
DRAWING•$ I60 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPONS[BILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER
ANSI/TPI 1-1995 SECTION 2.
All
Dec 08 '03 SPACING 24.0"
i'
JREF- 158J352_Z12
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMINSIONS) SUn ITTED BY TRUSS MFR.
L1y/yH - K14)
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC.
0-4-3
T
120 MPH WIND, 13.81 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 0.33" DUE TO LIVE LOAD AND 0.27" DUE
TO DEAD LOAD AT X = 12-0-0.
7 X 6 (R) III
D A I C = I Alz— ".."
3X8(B1) = 2X4III 2X41d
mxm
3X8 (B1)
1-4-0 1-4-0
7-0-0 _I, 4-0-0 _I, 11-0-0 _I_ 18-0-0 _I
19-4-0 T 20-8-0
R=1561 U=481 W=8"
0-0-0 Over 2 Support
R=1561 U=479 W=8"
9-4-3
0-4-3
4-0
T
PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 a 0TY:1 FL 1 - - R - Scale
WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
BRACING. REFER TO HIB-91 (MANDLf NG INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 D'ONOFRI0 DR.. SUITE 200, MAD IN 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 DESIGN; ANY FAILURE TO
aiiFic,••• w •.
j N0.42704
1y= :17C7{
T C
T C
BC
ILL
D L
DL
20.0
7.0
10.0
P S F
P S F
PSF
R E F R 3 5 2-- 59289
SMYTH LUMBER CO.
ROOF TRUSS DIVISION
DATE 1 2 / 0 8 / 0 3
DRW SLTUSR352 03342640
2722 SOUTH APOPKA BLVD.
APOPKA, FL 32703
407-299-1522
FAX: 407-299-91 53
BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
i STATE OF lftAQAA•.•OR`O [. i'`•.., .
BC
TOT
LL
LID.
0.0
37.0
PSF
P S F
SLT-ENG WMR
S E O N 37367
D U R F A C. 1 2 5 F R O M R HPROFESSIONALENGINEERING
CERTIFICATE OFALITHOR17ATION #92 16
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. Dec OB '03 SPACING 24.0" JREF- 1S8J352_Z12
Lly/yA - R15
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HER.
TOP CHORD 2x4 SP #2 :T2 2x6 SP #1 Dense:
BOT CHORD 2x4 SP #1 Dense :131 2x4 SP #2: :132 2x6 SP SS:
WEBS 2x4 SP #3 :414, W5, W7 2x4 SP #1 Dense:
I^16, W8 2x4 SP #2:
SPECIAL LOADS
LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25)
TC From 54 PLF at 1.46 to 54 PLF at 5.00
TC From 84 PLF at 5.00 to 84 PLF at 11.42
TC From 54 PLF at 11.42 to 54 PLF at 41.46
BC From 4 PLF at 1.46 to 4 PLF at 0.00
BC From 20 PLF at 0.00 to 20 PLF at 5.00
BC From 34 PLF at 5.00 to 34 PLF at 11.71
BC From 20 PLF at 11.71 to 20 PLF at 40.00
BC From 0 PLF at 40.00 to 0 PLF at 40.00
BC From 4 PLF at 40.00 to 4 PLF at 41.46
BC 191 LB Conc. Load at 5.00
0-4-3
V
T
4X8 (B3) = 2X4 III
2X4 III
LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED***
120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
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 0.38" DUE TO LIVE LOAD AND 0.46" DUE
TO DEAD LOAD AT X = 12-0-0.
6X8=
1UA14 = 3X10
2X4 III
J A U =
3X8(B1)
5-0-0 _I. 6-5-0 _I, 10-7-0 _I, 18-0-0 _J
19-4-0 T 20-8-0 '1
R=1957 U=581 W=8"
0-0-0 Over 2 Supports
R=1642 U=552 W=8"
9-4-3
0-4-3
4-0
PLT TYP. 20 Gauge HS,Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 a 0TY:l FL - 1 - R - Scale=.18751' Ft.
WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND w •.•• ••.• T C L L 20.0 P S F R E F R 35 2-- 59290BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE C`
INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200' MADI SON. WI 53719). FOR SAFETY PRACTICES PRIOR TO (•C /
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED _ 4Y %'.Ip TC D L 7.0 P S F DATE 1 2 / 0 8 / 0 3SMYTHLUMBERCO. 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 3*
S NO•!2704 BC, DL 10.0 PSF DRW SLTUSR352 03342641PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND S STATE OF •Q B C ILL 0.0 P S F S L T - E N G / WM RAPOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
407-29931522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PA PEP. ASSOCIATION) AND TPI. ALPINE Q'. P:•:V CONNECTORS ARE MADE OF 20GA AS A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO R,O,.•' T 0T . L D . 3 7 . 0 P S F S EON - 37155FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
PROFESSIONAL ENGINEERING
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S-`•IV 1.El O U R. F A C. 1.25 FROM R HRESPON£JBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
CERTIFICATE OFAUTHORIZATION #921. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec0 8 ' 0 3ANSI/TPI 1-1995 SECTION 2. SPACING SEE ABOVE JREF'- 1S8J352_Z12
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUP.MITTEO BY TRUSS MFR.
L1`J/`JA - KJ-02 '
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.
0-4-3
V
T
2.
r;Vni
2X4 III
5X4=
J A`f=
120 MPH WIND, 13.81 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED
ANY14HERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
2.5X4(A1)
1-4-0-0-0E 1-4-06-8-8
rE
10-8-0 _I, 18-0-0 al
7-5-0 21-3-0
28-8-0 Over 3 Supports
R=377 U=355 W=3.5" R=1047 U=425 W=7" R=859 U=539 W=8"
9-4-3
13-0-0
0-4-3
T9 4-0
PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 0TY:2 FL 1 - - R - Scale=.187511 Ft.
WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
BRACING. REFER TO HI1-91 (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, 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 NDS (NATIONAL DESIGN
TALPINE CONNECTORSATIAAREONPMADES0FD20GATHEASTMMA653AGR40RESTGALV. STEEL, EXCEPTIASINOTED. APPLY CONNECTORS TO EACH
FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER P
A 1q'
8 ` `-
Y).•_F 1
NO.442704 Ala STATE
OF Q O ••
O R VP T
C L L T
C D L BC
DL BC
L L TOT .
L D. 20.
0 7.
0 10.
0 0.
0 37.
0 P
S F P
S FPSF
P
S FP
S F R
E F R 3 5 2-- 59291 SMYTH
LUMBER CO. ROOF
TRUSS DIVISION 2722
SOUTH APOPKA BLVD. APOPKA,
FL 32703 407-
29&1 522 FAX:
407-299-9 1 53 DATE
1 2 O $ 0 3 DRW
SLTUSR352 03342642 C
JL T - E N G / W M R S
E O N- 37170 D
U R . F A C . 1.25 FROM R H PROFESSIONALENGINEERINGCERTIFICATE
OF AUTHORIZATION #921a DRAWINGS
160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY
SOLELY FOR THE TRUSS COMPONENT DESGN 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. 4
Dec
08 '03 SPACING 24.0" JREF 1S8J352_Z12
Lly/yH - K1/
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED
ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
0-4-3
V
T
2.
O C V A
5X4=
J A`i
120 MPH WIND, 13.81 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED
ANYWHERE IN ROOF, CAT II, EXP 6, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS.
2.5X4(A1)
1-4-0-0-0 1-4-0E6-8-8
fE
10-8-0 _I_ 18-0-0 _I
7-5-0 21-3-0
fE 28-8-0 Over 3 Supports
R=401 U=371 W=3.5" R=1016 U=416 W=7" R=867 U=543 W=8"
9-4-3
13-0-0
0-4-3
T9-4-0
Note: All Plates Are W2X4 Except As Shown.
PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 QTY:l FL 1 R Scale 1875" Ft.
WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE, 583 D'ON OFRIO DR., SU[TE 200, MADISON, WI 53716), FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERIISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED
Tv F Cy4•'• II
V •,
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-- 5929 2
DATE 1 2 / 0 8 / 0 3SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. No. 42704 DRW SLTUSR352 03342651ROOFTRUSSDIVISIONIMPORTANT** 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
2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND
DESIGN CONFORMS WITH i STATE OF .• BC L L 0.0 P S F S L T - E N G W MRAPOPKA, FL 32703 BRACING OF TRUSSES. THIS APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 0 ••ORIO`
A
S E Q N 37192407-299-1522 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T 0 T L D 37.0 P S FFAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
D UR F A C 1 FROM R HDRAWINGS160A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
PROFESSIONAL ENGINEERING RESPONSJBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 25
CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec 08 '03ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" JREF` 1S8J352_Z12
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMFNNSIONS) SU*MITTFD RY TRUSS MFR
Z19/9A - K16)
TOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
WEBS 2x4 SP #3
SPECIAL LOADS
LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25)
TC From 54 PLF at 1.46 to 54 PLF at 0.00
TC From 81 PLF at 0.00 to 81 PLF at 21.33
TC From 54 PLF at 21.33 to 54 PLF at 22.80
BC From 4 PLF at 1.46 to 4 PLF at 0.00
BC From 20 PLF at 0.00 to 20 PLF at 21.33
BC From 4 PLF at 21.33 to 4 PLF at 22.80
0-4-3
LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED***
120 MPH WIND, 11.98 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 REQUIREMENTS.
5X4=
5X4% 5 X 4
6 F-
6
5-8-3
0-4-3
T 9- -
2X4 (A1) = 5X4= 2X4 (Al)
1-4-0j
R=109 PLF U=40 PLF W=21-4-0
21-4-0 Over Continuous Support
1-4-?j
Note: All Plates Are W2X4 Except As Shown.
PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 QTY:1 FL 1 - R - Scale=.3125" Ft.
W.ARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND pM RA _ TC L L 20. 0 P S F R E F R 3 5 2-- 59293BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE +•,....., "Y// INSTITUTE, 583 D'ONOFRIO DR ., SUITE 200. HADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO 'T •••.,
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLV ATTACHED +1 i %; TC D L 7.0 P S F DATE 1 2 0 8 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V F . / /
IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED q ' No. 42704 , ROOF TRUSS DIVISION PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BC DL 10.0 PSF DRW $LTU$R352 03342643
2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND
APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 'd STATE OF : BC LL 0.0 PSF SLT-ENG /WMR
407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOR AND PAPER ASSOCIATION) AND TPI. ALPINE O •• Q•
FAX: 407-299-9 1 53 CONNECTORS ARE MADE OF 20CA AST A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO %O RI -.0 T 0 T . L D . 37.0 P S F S E Q N - 37206EACHFACEOFTRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER • •......
PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDCATES ACCEPTANCE Of PROFESSIONAL ENGINEERING D U R . F A C . 1.25 FROM R HRESPONSIBILITYSOLELYFORTHETRUSSCOMPONEINT
DESGN
SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF
AUTHORIZATION #921H COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI
1-1995 SECTION 2. Dec 08 '03 SPACING SEE ABOVE JREF- 1S8J3E Z12
Lly/yA - H1
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
0-4-3
L' 1-10-10 :3ij
fc 9-10-1 Over 3 Support
R=407 U=322 W=11.314"
120 MPH WIND, 15.00 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.
HIPJACK SUPPORTS 7-0-0 SETBACK JACKS WITH NO WEBS.
CALCULATED N ERTICAL DEFLECTION IS 0.03" DUE TO LIVE LOAD AND 0.03" DUE
TO DEAD LOAD AT X = 9-7-5.
12-10-3
R=1 U=183
3-9-14
R=349-4-0 U=
198 3-
9-14 PLT
TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 19.633 QTY: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 INSTITUTE,
583 D'ONOFRIO DR.. SUTE 200, MADISON, 41I 53716), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS.
UNLESS OTHERWISE NDICATED. 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, ]NC. SHALL
NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO M. tiF ••. '/ fG '••[
No.
42704
1 :
1 7C
A TCT
C BC
L L
D
L DL
20. 7.
0
10.
0 0
P S
F P S F
PSF R E
F
R 3 5 2-- 59294 DATE 1 2/
0 8/ 0 3 SMYTH LUMBER CO.
ROOF TRUSS DIVISION
DRW SLTUSR352 03342644 SLT-ENG WMR
2722 SOUTH APOPKABLVD. APOPKA. FL 32703
407-299-1
522 FAX: 407-299-
9153 BUILD THE TRUSSES
IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES.
THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY
THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE XC PT AS
APPLY EACH FACEOFTRUSS, AND
UNLESSOTHERWISELOCATED ON DESIGN, POSITION CONNECTORS PER ORS TO STATE OF A
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BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
HIPJACK SUPPORTS 4-11-8 SETBACK JACKS WITH NO WEBS.
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WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE, 683 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO
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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.
1 0-12-10-4
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3-10-3
PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 0TY:14 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, 583 D'ONOFRIO DR.. SUITE 200, MADI SON, WI 53719), FOR SAFETY PRACTICES PRIOR TO
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DRW SLTUSR352 03342646ROOFTRUSSDIVISIONIMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDy: PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 7C :1 BC DL 10.0 PSF
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ANSI/TPI 1-1995 SECTION 2. Dec 08 '03 SPACING 24.0" J R E F'- 1S8J352_Z12
THIS DWG PRFPARFD FRnM fnMPIiTFR TNPIIT N nAnC R nTMAVCTONCI CIIAMTTTFn RY TRIICC MFR
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120 MPH WIND, 10.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
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R=295 U=181 W=8"
PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 s QTY:4 FL - 1 - R - Scale
WARNING** TRUSSES REOU IRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND
EFEBRACING. RR TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 D'ONOFR IO DR., SUITE 200, MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO'p'F PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.'
IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
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
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IV/VA - C1
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & 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
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PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 QTY:4 FL 1 - R - Scale =.375" Ft.
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PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 1 2 / 0 8 / 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. j N0. 42704IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED eROOFTRUSSDIVISIONPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO *: * :* BC DL 10.0 PSF DRW SLTUSR352 03342648
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THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIME•NSIONS) SU®MITTED BY TRUSS HER.
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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 BCDL=5.0 PSF.
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R=234 U=198 W=8"
PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 0TY:6 FL 1 R - Scale —.375" Ft.
WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
BRACING. REFER T?OH (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, IJI 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 ENGINEEREDy:
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407-299- 1522
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DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INOICATES 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. Dec 08 '03 SPACING 24.0" JREF- 1S8J352 Z12
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THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & 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
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WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
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INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MA ISSON, 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 DESIGN; ANY FAILURE TO*:
BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO•..•
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
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NO.42704 a
STATE OFA L Q•*A, OR,OP:•
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SMYTH LUMBER CO.
ROOFTRUSS DIVISION 2722
SOUTH APOPKA BLVD. APOPKA.
FL 32703 407-
299-1522 FAX:
407-299-91 53 DATE
1 2 / 0 8 / 0 3 DRW
SLTUSR352 03342650 S
L T - E N G / WM R S
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U R F A C . 1 . 25 FROM R H PROFESSIONALENGINEERINGCERTIFICATE
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160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONS+
BILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT
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TPI 1-1995 SECTION 2. Dec 08 '03 SPACING 24.0" JREF 1S8J352_Z12
ASCZ 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C
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SPACING SPECIES GRADE
NO
BRACES
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GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B
1 / #2 3' 5" 5' 11" 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' 11" 11' 3" 13, 1" 13' 5"
U S P F 3 3' 4" 4' 11" 4' 11" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13, 1"
LT F STUD 3' 4" 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1"
W 11 STANDARD 3' 3' 4' 2" 4' 2' S' 6" 5' 6" 7' S" 7' S" 8' 7" 8' 7" 11' 8" 11' 8"
1 3' 9" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11 10' 11" 11' 10" 13' 1" 14' 0"
P 2 3' B" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11 10' 11" 11' 10" 13' 1" 14' 0"
3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 10' 3" 13' 1" 13' 9"
Qi DFL STUD 36" 4' 11 4' 11" 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13, 1" 13' 9" STANDARD
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1 2 3' 11" 6' 9" 6' 11" 8' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14' 0"' E_
S P F 3 3' 10" 6' 0" 6' 0" 7' 11" 7' 11" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" HF
STUD 3' 10" 5' 11" 5' 11' 7' 10' 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" W
O STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" 1
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2 4 2" 6' 9" 7" 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" W
3 4' 0" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" r—{
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3' 11" 5' 3" 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" 1
2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" SPF34' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13 10" 13' 10" 14' 0" 14' 0" H
F STUD 4' 2" 6' 11" 6' 11 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" O
1 1 STANDARD 4' 2" 5' 11" 5' 11 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" 1
4' 8" 7' 5" 8' O" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" P
2 4' 7" 7' 5•' 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14 0" 14' 0" 2
3 4' 5" 7' 1" 7' 1" 8' 9" 9' 3" 10' 6" 1 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" DFL
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" 1 6' 1" 1 6' 1" 8' 0" 8' 0" 10' 6" 1 10' 9" 12' 5" 12' S" 14' 0" 14' 0" SYMM
2X4 #
2N OR BETTER DIAGONAL
BRACE OPTION: VERTICAL
LENGTH MAY BE 18" DOUBLEDWHENDIAGONALBRACE
IS USED. CONNECT L,. L DIAGONAL
BRACE FOR 870# BRACE ATEACHEND. MAX WEB k* TOTALLENGTHIS14'. 2X4
SP OR DF-L #2, OR
BETTER DIAGONAL VERTICAL
LENGTH SHOWN BRACE; SINGLE OR 18" * + IN
TABLE ABOVE. DOUBLE CUT L 1 ASSHOWN) AT UPPER
END. ONTINUOUS
E CONNECT
DIAGONAL AT REFER TO CHART ABOVE FOR MIDPOINTOFVERTICALWEB. BRACING
GROUP SPECIES AND GRADES: GROUP
A: SPRUCE —
PINE —FIR HEM —FIR 1
2 STANDARD #2 1 STUD 13STUD #3 1 STANDARD DOUGLAS
FIR -LARCH SOUTHERN PINE 3 #
3 STUD
STUD STANDARD
STANDARD GROUP
B: HEM —
FIR 1
k BTR t
SOUTHERN
PINE DOUGLAS FIR —LARCH l
1 2
GABLE
TRUSS DETAIL NOTES: LIVE
LOAD DEFLECTION CRITERIA IS L/240. PROVIDE
UPLIFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS
BEARING (5 PSF TO DEAD LOAD). GABLE
END SUPPORTS LOAD FROM 4' 0" OUTLOOKERS
WITH 2' 0" OVERHANG. OR 12" PLYWOOD
OVERHANG. ATTACH
EACH "L" BRACE WITH 10d NAILS. FOR (
1) 1" BRACE: SPACE NAILS AT 2" O.C. IN
18" END ZONES AND 4" O.C. BETWEEN ZONES. FOR (
2) "L" BRACES: SPACE NAILS AT 3" O.C. IN
18" END ZONES AND 6" O.C. BETWEEN ZONES. L"
BRACING MUST BE A MINIMUM OF 80% OF WEB MEMBER
LENGTH. GABLE
VERTICAL PLATE SIZES VERTICAL
LENGTH I NO SPLICE LESS
THAN 4' 0" JIX4 OR 2X3 GREATER
THAN 4' 0", BUT LESS
THAN 11' 6" 2X4
GREATER
THAN 11' 6" 2.5X4 REFER
TO COMMON TRUSS DESIGN FOR PEAK,
SPLICE, AND HEEL PLATES. 1 '' '
v THIS DRAWING REPLACES DRAWING A10030E DLING,
SHIPPING, INSTALLING RLINGANDBRACING USSEEOREER
TO EXTREMEUIREIB 91 (
HANDLING
E IN IINSTALLING
CATING NAND BRACING), PUBLISHEDi REF ASCE7-98—GAB12030 BY TPI (TRUSS PLATE
INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS THERWISE INDICATED, CHORD SHALL HAVE PROPERLY
No. 42704 r DATE 09/10/01 SMYTH LUMBER CO. TOP
ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED
RIGID CEILING. ROOF TRUSS DIVISION xr
IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE PRODUCTS, DRWG A12030ECO901 2722
SOUTH
APOPKA BLVD.
ENGINEERED INC. SHALL NOT
BE RESPONSIBLE FOR ANY DEVIATION FROM THIS_STATE DESIGN; ANY FAILURE
TOBUILDTHETRUSSESINCONFORMANCEWITHTPI; OR FABRICATING, OF ENG APOPKA, FL 32703 HANDLING,
SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CDNFORMS WITH APPLICABLE PROVISIONS OF NDS (
NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE i •• 407-2991522 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 i O ••,• P,• O LD. 60 PSFFAx: 407-299-9153TRUSSAND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER R_1 i F ••••'•••••• TOT. PROFESSIONALENGINEERINGDRAWINGS 160
A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGRESPONSIBILITYSOLELY THE IBILIOF COICONENTLARr06NAI-N`` CERTIFICATE
OFAUTNORIUTION p921TYBDESIGNCOMPONENTFORANUSNGISTHETHE . RESPONSIBILITY OF THE BUILDING
DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. lffllfpu r;_ik!_SC_ ___ MAX. SPACING24.0
RIGID SHEATHING
I A T T T1 - T T A T T
ATTACH EACH "T" REINFORCING MEMBER WITH
HAND DRIVEN NAILS:
IOd COMMON TOENAILS AT 4",O.C. PLUS (4) 16d COMMON TOENAILS IN TOP
AND BOTTOM CHORD.
GUN DRIVEN NAILS - 0.131" X 3":
TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD.
THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE
OR SBCCI WIND LOAD.
ASCE 7-93 GABLE DETAIL DRAWINGS
A11015EN0699, A10015EN0699, A09015ENO699, A08015EN0699, A07015EN0699
A11030EN0699, A10030EN0699, A09030EN0699, A08030EN0699, A07030EN0699
ASCE 7-98 GABLE DETAIL DRAWINGS
A13015ECO901, A12015ECO901, A11015ECO901, A10015ECO901, A08515ECO901
A13030ECO901, A1203OECO901, A11030ECO901, A10030ECO901, A08530ECO901
SBCCI GABLE DETAIL DRAWINGS
S11015EN0699, S10015EN0699, S09015ENO699, S08015EN0699, S07015EN0699
S11030EN0699. S10030EN0699. S09030EN0699. S08030ENO699, S07030EN0699
SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI
WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE
VERTICAL LENGTH.
2X6 "T"
REINFORCING
MEMBER
2X4 "T"
REINFORCING
MEMBER
TOENAIL TOENAIL
TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS,
MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE
VERTICAL SPECIES, GRADE AND SPACING) FOR (1)
2X4 "L" BRACE, GROUP A, OBTAINED FROM THE
APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR
SBCCI WIND LOAD.
MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL
LENGTH IS 14' FROM TOP TO BOTTOM CHORD.
LENGTH INCREASE W/ "T" B
WIND SPEED
AND MRH
T" REINF.
MBR. SIZE
SBCCI ASCE
110 MPH
15 FT
2x4 10 % 10 %
2x6 40 % 50 %
110 MPH
30 FT
2x4 10 % 10 %
2x6 50 % 50 %
100 MPH
15 FT
2x4 10 % 10 %
2x6 30 % 50
100 MPH
30 FT
2x4 10 % 10 %
2x6 40 % 40 %
90 MPH
15 FT
2x4 20 % 10 %
2x6 20 % 40 %
90 MPH
30 FT
2x4 10 % 10 %
2x6 30 % 50 %
80 MPH
15 FT
2x4 10 % 20 %
2x6 10 % 30 %
60 MPH
30 FT
2x4 20 % 10 %
2x6 20 % 40 %
70 MPH
15 FT
2x4 0 % 20 %
2x6 0 % 20 %
70 MPH
30 FT
2x4 10 7. 20 %
2x6 10 % 30 %
EXAMPLE:
ASCE WIND SPEED = 100 MPH
MEAN ROOF HEIGHT = 30 FT
GABLE VERTICAL = 24" O.C. SP q3
T" REINFORCING MEMBER SIZE = 2X4
T" BRACE INCREASE (FROM ABOVE) = 10% = 1.10
1) 2X4 "L" BRACE LENGTH = 6' 7"
MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH
1.10 x 6' 7" = 7' 3"
DRAWINGS GAB98117 876.719 & HC26294035
WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING,
INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED
r• `r'•,.•••••/•., .•/ // 1F1C REF LET -IN VERT
BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR
SAFETY PRACTICES PRIOR T .PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, Vf `., T •• C
V DATE 10/24/01
SMYTH LUMBER CO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
HAVE A PROPERLY ATTACHED RIGID CEILING. y DRWG
ROOF TRUSS DIVISION IMPORTANTxr FURNISH A COPY OF THIS DESIGN TO THE INSTALLATIDN CONTRACTOR. ALPINE
ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS NO. 42704 7 ` GBLLETIN1001
EIY]G DI,J/KAR2722SOUTHAPOPKABLVD. DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING,
HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS 1
APOPKA, FL 32703 WTH
APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 7i
407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF 20GA
ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF STATE O FA •• TOT. LD. 60 PSF
FAX: 407-299-9153 TRUSS AND, UNLESS THERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL
Z •
F p'•; R. FAG. ANYPROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE
AND USE DF THIS COMPONENT FOR ANY PARTICULAR BUILDING [S THE i O^ O0R1 ' ••`, SPACING .24.0CERTIFICATEOFAUTHORIZATION09218:SUITABILITYRESPONSIBILITY OF THE BUIL ING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. F _
1
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 11, EXP. B, ENCLOSED BLDG.,
30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD.
CUT FROM 2X6 OR
LARGER AS REQ'D
4-0-0 MAX
12
12 MAX.
W2X4
W2X4 W2X4
8-0-0 MAX-
4
16-0-0 MAX
12
12 MAX.r V4X4
W1X3
W1X3 6-0-0
W1X3 (MAX SPACING)
W1X3 W5X4/SPL W1X3 W2X4
UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1X4 "T"-BRACE, 80%
LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED
WITH 8d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING,
EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9".
MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0".
TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH:
PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS
INSTALLATION
OR
PURLINS AT 24" OC
OR
BY VALLEY TRUSSES
LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES
NOT EXCEED 12'0".
BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN.
E—N
W2X4
OPTIONAL STUB
END DETAIL
W4X4
lf
OPTIONAL HIP
JOINT DETAIL
TUICS
COMMON RUSSES IPARTIAL FRAMING
20-0-0 MAX (f F) I,ip1\liililUfil7U /
ww
AT 2 " OC PLAN
SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. '" THIS DRAWING REPLACES DRAWING A105ry/y//////
WARNING.. TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING,
INSTALLING AND BRACING. REFER T HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED.'••
i
V ••, TC LL 30 30 40 PSF REF VALLEY DETAIL
BY TPI (TRUSS PLATE INSTITUTE, 583 D'DNOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR " SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, DL 20 15 7 PSF' DATE 06/25/99TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALESMYTH 'LUMBER CO. MMIMPORTAPROPERLYRIGID CEILING, J0, 4 2 7 0 4 C
T—
FURNISHCAECOPYOFTHISDESIGN TO THE INSTALLATION CONTRACTOR. ALPIFE ROOF TR U55 DIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 9C DL 10 10
10 PSF DRWG VALTRUSS0699 ENG MLH/F:AR
2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE jO BUILD THE TRUSSES IN CONFORMANCE WITH TPI) OR FABRICATING, _ C LL O O 0 PSF HANDLING, SHIPPING, INSTALLING ANDBRACINGOFTRUSSES. DESIGN CONFORMS WITH ArOPKA, FL 32703 APPLICABLEPROVISIONSOFNDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE so STATE OF oT. LD. 60 57 PSF 55 407-299-1522AMERICANFORESTANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAS ASTM A653 GR40 GALV.
STEEL EXCEPT AS NOTED. APPLY CONNECTORS T EACH FACE OF FAX: 407-299-9153TRUSSAND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z.
THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL O ! P.•• OR ID
DURYAC. PROFESSIONALENGINEERINGENGINEERING RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THESUITABILITY PONENT TICUARUSECTIONDINGI2 THE THISMDESIGNER,OPERNANSIiPI C• \ FG///s/
0••••• 1.
25/1.33
1.15 1.15 SPACING 24 GERnFlGATE OF
AUTHORIZATION#921aRESPONSIBILITYOFSTHEEBUILDINGIL1995f//l/uaunuppl\
CONVENTIONALLY FRAMED VALLEY DETAIL
A) 2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER
B) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3")
C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3")
D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER
COMMON
TRUSSES
AT 24" 0(
NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN
THAT OF VALLEY RAFTER (A).
NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR
SUPPORTING TRUSS BRACING DETAILS. VALLEY
RAFTERS
B), (C) MAX HEIGHT WITH 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.
2) 16d BOX NAILS, TOE -NAILED THRU
CRIPPLE INTO RIDGE BOARD
3) 16d BOX NAILS
D) f (A)
C) (
B
3) 16d BOX NAILS
4'0" TYP. I I I\(B)
L(2) 16d BOX, NAILS, TOE -NAILED (TYPICAL)
RATED SHEATHING CONNECTED TO
TRUSS TOP CHORDS PER SPECIFICATIONS
3) 16d BOX NAILS, TOE -NAILED THRU
CRIPPLE INTO RATED SHEATHING
WARNING-. TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING,
INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED
BY TPI (TRUSS PLATE INSTITUTE, 583 'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING,
APOPKA, FL 32703
HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH
APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE
407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA
ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFFAx407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONALPROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE
CERTIFICATE OF AUTHORIZATION #921 SUITABILITY ANO USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE
RESPONSIBILITY F THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2,
3) 16d BOX NAILS,
TOE -NAILED
RATED
SHEATHING
PARTIAL FRAMING PLAN
k. V lvi lvI V IN 1 ix u o'D r D 111.1 rl If V l..
2) 16d BOX NAILS,
TOE -NAILED
D) (
A)
C)
3) 16d BOX
NAILS, TOE -NAILED
SUPPORTING TRUSSES
AT 24" OC MAX SPACING
1411\P- IFiCq F
BC
No. 42704 ..;B
k TO
STATE OF
3) 16d BOX
NAILS, TOE -NAILED
L"Killaj
THIS DRAWING REPLACES DRAWING V105-CONV
LL 30 30 40 PSF REF CONY. VALLEY
DL 20 15 7PSF DATE 06/25/99
j)L 10 10 10 PSF DRWG VALCONVF0699
L O 0 0 PSF ENG MLH/KAR
LD. 60 155 157 PSF
l C. 1.25/1.33I1.1511.15
CING SEE ABOVE
N4
TOP CHORD 2X4 #2 OR BETTER
I
BOT CHORD 2X4 #2 OR BETTER
WEBS 2X4 #3 OR BETTER
PIGGYBACK DETAIL
REFER TO SEALED DESIGN FOR DASHED PLATES.
SPACE PIGGYBACK VERTICALS AT 4' OC MAX.
TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE
IS NOT DIRECTLY OVER ANOTHER.
PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO
TRUSS TOP CHORD WITH 1.5X3 PLATE.
ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK
IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS
MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING. TRUSS.
REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING.
120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG.,
30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD.
FRONT FACE (E,* ) PLATES MAY BE OFFSET FROM BACK FACE
PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. MAX SIZE OF 2X12
2 OR BETTER
A E F. A
A,--- - En - Er-, u / E-
v----
E
20' FLAT TOP CHORD MAX SPAN
II
E E
E E
EITHER PLATE OPTIONAL
B
LOCATION IS SPLICE B BACCEPTABLED
B D-SPLICE
B ZI
2' Li TYP. B
B
B
B C—TYP.
12
12 *
MAX
C
C
C
C
JOINT
SPANS UP TO
TYPE
30 34' 38' 52'
A 2X4 2.5X4 2.5X4 3X5
B 4X6 5X6 5X6 5X6
C 1.5X3 1.5X4 1.5X4 1.5X4
D 5X4 5X5 5X5 5X6
E 4X6 OR 3X6 TRULOX AT 4' OC,
ROTATED VERTICALLY
ATTACH TRULOX PLATES WITH (8) 0.120" X 1.375" NAILS, OR
EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO
BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX
INFORMATION.
WEB BRACING CHART
WEB LENGTH REQUIRED BRACING
0' TO 7'9" NO BRACING
lx4 "T" BRACE. SAME GRADE, SPECIES AS WEB
7'9" TO 10' MEMBER, OR BETTER, AND BO% LENGTH OF WEB
MEMBER. ATTACH WITH 8d NAILS AT 4" OC.
2x4 "T" BRACE. SAME GRADE, SPECIES AS WEB
10' TO 14' MEMBER, OR BETTER, AND 80%. LENGTH OF WEB
MEMBER. ATTACH WITH 16d NAILS AT 4" OC.
PIGGYBACK SPECIAL PLATE
ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF
FABRICATION. ATTACH TO SUPPORTING TRUSS WITH
4) 0.120" X 1.375" NAILS PER FACE PER PLY. APPLY
PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND
SPACE 4' OC OR LESS.
0 0 0 0 0 0 0
0 0 o a o 2
0 0 0000 ,. 0 0
0 0
I1\\ * * *11* * //I i' 8 1/4„ l
t'jAD&AWING REPLACES DRAWINGS 634,016 634.017 & 847.045ATTACHPIGGYBACKWITH3X8TRULOXORALPINEPIGGYBACKSPECIALPLATE. `•i1r111
wwWARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING,
INSTALLING AND BRACING. REFER TO HIR-91 (HANDLING INSTALLING AND BRACING), PUBLISHED
BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR„ SUITE 200, MADISON, WI. 53719) FORSAFETYPRACTICESPRDRTOPERFORMINGTHESEFUNCTIDNS. UNLESS OTHERWISE INDICATED,
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
IMPORIMPORTANT—
PROPERLY COPYRIGIDFURNISHATTACHEDOFCEILINGDESIGN T 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. DESIGN CONFORMS WITHAPPLICABLEPROVISIONSOFNDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE
AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA
ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS T 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
RUITABI ISUITABILITYRESPOSIBI AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THETYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2.
Z' ``P N/ y
t•\\\•••••'F V ! C,q,.,
VC ••
N, 42704
STATE O F
y
A
j^ . ` O R j0 ` ;w` i I
MAX LOADING
y 55 PSF ATi
S .33 DUR. FAC.
50 PSF AT
9.25 DUR. FAC.
47 PSF AT2
1.1 5 DUR. FAC.
REF PIGGYBACK
DATE 06/25/99
S
ROOF
LUMBER CO.
ROOFTRUSS DIVISION 2722
SOUTH APOPKA BLVD. APOPIu,
FL 32703 407-
299,1522 FAX:
407-299-9153PROFESSIONAL
ENGINEERING GERI7FIEATE
OF AIITHDflIZATIDN #9218 DRWG
PIGBACKBO699 ENG
DLd/KAR cif
ACING 24.0 iF- Al
BOTTOM CHORD FILLER DETAIL
OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX
SIZES (lX3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE
OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX
11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE
ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO
EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND
TRULOX PLATE REQUIREMENTS.
REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS
DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT
SHOWN.
ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES
MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**)
FILLER BOTTOM CHORD
OR WEDGE SPECIES
MAXIMUM REACTION MINIMUM
BEARING AREA
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 it 10 9 8
SOUTHERN PINE 2966# 1492 1.5" X 3.5" 10 9 8 8 7
SOUTHERN PINE NON -DENSE 2520# 1343 1.5" X 3.5" 9 8 7 7 6
4 ++
M+
3X8
1111:1111A
TRULOX**
LOXMAX42X8WEDGE(
2) 8D NAILS CUT TO FIT GE
1;;iiClliilltiilllA DRAWING REPLACES DRAWINGS A115 A115/R & 884,132
WARNING.- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING,
INSTALLING AND BRACING. REFER T HIB-91 (HAN LING INSTALLING AND BRACING), PUBLISHED
BY I I (TRUSS PLATE INSTITUTE, 583 'ONOFRI DR., SUITE 200, MADISON, WI, 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,`
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
p N/ yI
fi `F CiI'•. i
TC LL - PSF
DL, — PSF
REF BC FILLER
DATE 06/25/99
SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING.F`•• B DL 10.0 PSF DRWG BCFILLER0699
ROOF TRUSS DIVISION
2722SOUTH APOPKABLVD. 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 BUIL THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, No. 42704- i
C_
LL - PSF ENG DL7/KAR APOPKA,
FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE
PROVISIONS OF NDS NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE c C
pOg
LD. PSF, 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 TRUS
S AND, UNLESS THERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF FAC. 1.0/1.15/1.25/1.33 PROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE i
CERTIFICATE
DF AIfTHORIZATION #9218 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE j AlP O24.0 RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Q '.•• ACING
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 2-09-15 1 2 DENSE
120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG.,
30 FT. MEAN HT., 10 PSF TOTAL WIND DEAD LOAD.
UPLIFT IS 350#
UPLIFT IS 200#
J1
J3
J5 **
J7
3.00 12
TO6.00
W2X4
R=463#, W=3.50"
END AND CORNER JACKS
2' TYE
7'
5'
CORNER SET
SETBACK 3'
7' 0 0
1
4
2 HIP OR COMMON TRUSSff
l HIP TRUSS
J5
J3
J1
J
J1 J3 J5 J7 J7 J7 J'
1 3- 5 7 2' TYP.
OPTIONAL VERTICAL WEB. USE W1.5X4 AT
BOTTOM OF VERTICAL. USE W3X4 AT TOP
OF VERTICAL AND DIAGONAL WEB.
2) 16d TOENAILS
HJ ** (3) 16d TOENAILS
2.12 12 W2X4
TO4.24
W2X5 W3X4I
OR
SIMPSON3/4". 4- THJA26
1 9-10-13 OVER 2 SUPPORTS
R=652#, W=3.50"
WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING,
INSTALLING AND BRACING. REFER TO HID-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 THERWISE INDICATE,
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE
ROOF TRUSS DIVISION IER ENGNEEDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722
SOUTH APOPKA BLVD. DES ON; 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 NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-
299-1522 AMERICAN FOREST AN PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MA E OF 20GA ASTM
A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAX: 407-299-9153TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS
160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL
ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE
OF AUTHORIZATION #9218 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY F THE BUILDING ESIGNER, PER ANSI/TPI 1-1995 SECTION 2. HIPJACK
IFIC )
4;. sv
BC
r
No. 42704 fk 0
o :,
STATE OF Ot•_•.'
cL n o tOP _2 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 LL
30 MAX PSF REF 7' STBK CS DL
15 MAX PSF DATE 06/25/99 pL
10 PSF DRWG CS7SBK3A0699 jL
0 PSF ENG SJP/KAR LD.
55 MAX PSF AC.
1.33 G
SEE ABOVE V4
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 10d NAILS AT 6" O.C.
BRACE IS A MINIMUM 80% OF WEB
MEMBER LENGTH
SCAB BRACING:
APPLY SCAB(S) TO WIDE FACE OF WEB.
NO MORE THAN (1) SCAB PER FACE.
ATTACH WITH 10d NAILS AT 6" O.C.
BRACE IS A MINIMUM 80% OF WEB
MEMBER LENGTH
T-BRACE
OR •
L-BRACE
SCAB
T-BRACE L-BRACE
M. R THIS DRAWING REPLACES DRAWING 579,640
WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, •..
INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED 1IFIC/j'. BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI DR., SUITE 200, MA ISON, WI. 53719) FOR `, 11
G /
TC LL PSF REF - CLB SUBST.
DATE 06/25/99SAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TC DL PSF
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLSMYTHLUMBERCo. HAVE A PROPERLY ATTACHED RIGID CEILING. DL PSF DRWG BRCLBSUB0699IMPORTANT; • FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALP1 NO. 42704 sROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THISDESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING,ff2722SOUTHAPOPKABLVO. ' C LL PSF ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH = APOPKA,
FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE STATE
O FAMERICANFORESTANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20 OT. LD. P SF 407-299-1522 : Q ASTMA653GR40GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAX:
407-299-9153 TRUSS AND, UNLESS THERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER $ /pl'• DRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE F PROFESSIONAL • /CO D LJR. FAC. PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWNTHE1O• CERTIFICATEOFAUTHORIZATION #9216'SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE /^ • • RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI I-1995 SECTION 2. g ` (1' _ - ,VNJ jSPACING
YLUUK bAbLt PHIS DWG PREPARED FROM COMPUTER INPUT (LOADS & 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).
QUANTITY
DETERMINED
BY OTHERS.
WALL PLATE 3/4" DECKING
INSERT JACK
STUDS
BY BUILDER).
QUANTITY OF
JACK STUDS TO
MATCH WALL
JACK STUDS
ABOVE,MIN.
ZZZ171711
JACK STUD DETAIL
WALL STUDS NOT SHOWN
FOR CLARITY PURPOSES)
W2.5X4 = / DIAGONAL WEB SHOWN FOR CONNECTOR PLATE PURPOSES
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
VAS
12, 102,MMMMc Hfit[I11.1<M4[L'#1f1tu.J a a I<Il[11:I'J11_'l
ANCHORS BOLTS. ANCHOR BOLT SIZE AND SPACING
OF BOLTS TO BE FURNISHED BY OTHERS.
VERTICAL WEBS AND CONNECTOR PLATES NOT TO BE
DAMAGED OR CUT IN ANY WAY.
F Continuous Support
Note: All Plates Are W2X4 Except As Shown..\```"IIIjYI'llj/,
Q"''°D,
p
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 0SIN.-la."'••N '., FL - 1 R Scale 375" Ft.
WARNING"' TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND
TO HIS-91
j_
G L L 40.0 P S FBRACING. REFER (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 500 D'ONOFRIO OR., SUITE 200. HADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO;
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED lk D L 10.0 P S F
R E F R 3 5 2-- 1 5 3 7 2
DATE 0 7 1 5 0 2SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. N 0 • 4 2 7 0 4
DRW SLTUSR352 02196003ROOFTRussDIVISIONIMPORTANT** 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 BDL 5.0 PSF
2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND
y
APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE O F B L L 0.0 P S F S L T - E N G / W MR
407-299-1 522 SPECIFICATION PUBLISHED BY THE AMER51CAM FOREST AND PAPER' ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A653 6R40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T L D 55.0 P S F S E 0 N 11184FAX: 407.299.91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ros. DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING i o OO•R , •
s(1/®•\ b U R F A C 1 00 FROMANDUSEERTHISEBUILDINGO
CERTIFICATE OIFFAUTHORIZATIONI#9218 COMPONENT FORLITM ANY PARTICULAR ISOTHETREESPONSIBILIITY OF THE BUILDING DESIGNER. PTYlJ
ANSI/TPI 1-1995 SECTION 2. 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 N OR SNEARMIDSPANFORTRUSSES
WITH ONLY UNIFORM LOAD.
4X6 TRULOX FOR P = 2900# MAX.
6X6 TRULOX FOR P = 4400# MAX.
3/4" THICK BY 7" WIDE APA RATED SHEATHING CUT TO FIT ALONG
VERTICAL WEB LENGTH MAY BE SUBSTITUTED FOR TRULOX PLATES.
ATTACH WITH (S) 8D COMMON (0.131" x 2 1/2") NAILS IN EACH
VERTICAL WEB.
CHORD TRULOX PLATE CONNECTION
CHORD TRULOX PLATES CONNECTION
MAY BE USED WHEN TRUSS IS
LOADED WITH UNIFORM LOAD
AND CONCENTRATED LOADS
SPACED AT 24" O.C. OR LESS.
2) 3X8 TRULOX PLATES TO BE
BENT AND APPLIED AS SHOWN.
PLATES TO BE POSITIONED
APPROXIMATELY 1/4" APART
SPACED AT 2' 6" MAXIMUM
O.C. BETWEEN PAIRS.
FOR DOUBLE STACKED CHORDS
USE (2) 3X10 TRULOX PLATES.
SYSTEM 42 CONNECTION NOTES:
N" & "C" ARE THE REQUIRED NUMBER OF 0.120" X 1.375"
NAILS, OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX
PLATE CONNECTIONS AS SPECIFIED ON THE ENGINEER'S SEALED
DESIGN REFERENCING THIS DETAIL.
S" IS THE REQUIRED NUMBER OF 0.131" X 2.5"
NAILS. OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX
PLATE CONNECTIONS AS SPECIFIED ON THE ENGINEER'S SEALED
DESIGN REFERENCING THIS DETAIL.
REFER TO THE ENGINEER'S SEALED DESIGN FOR LUMBER,
PLATES AND OTHER INFORMATION NOT SHOWN HERE.
0.125" X 3" GUN NAILS MAY BE USED IN PLACE OF 10d COMMON
0.148" x 3") NAILS WHEN CONNECTING SHEAR BLOCKS.
ONE OF THESE 6 FIGURES SHALL BE USED FOR EACH 2-PLY
SYSTEM 42 TRUSS.
STACKED CHORD
FIGURE 5: SINGLE SHEAR .BLOCK
CONNECTION AT CONCENTRATED LOAD
CROSS SECTION DETAIL
31I
2X6 OR 2X8 #3 OR
BETTER SHEAR BLOCK.
PLACE BLOCK IN KEYWAY
AND CONNECT TO EACH
PLY WITH (3) 10d COMMON
0.148" x 3") NAILS.
OPTIONAL TIE PLATE ON
NARROW FACE OR 10d COMMON
0.148" x 3") NAIL IN WIDE FACE.
CROSS SECTION DETAIL
7" LONG
BLOCK SIZE
MAX LOAD
P
1) 2x6 1500#
1) 2xB 2000#
2) 2x6 3000#
2) 2x8 1 3500#
11
MEMBER 1 MEMBER 2
2) 3X6 TRULOX PLATES. ATTACH WITH 0.131"X1.375" NAILS TO 1.5" SIDE FIGURE 6: DOUBLE SHEAR
OF MEMBER 1 SYSTEM 42 CHORDS AS SHOWN THEN BEND 90' AND ATTACH BLOGKS 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
AT CONCENTRATED LOAD LOCATION
CONCENTRATED LOAD
MUST BE APPLIED
TO THIS FACE.
NAIL PLATE IS TO BE APPLIED TO
THE INSIDE FACE OF THE TRUSS
5.5" SUPPORTING THE CONCENTRATED
LOAD PRIOR TO CONNECTING THE
PLIES TOGETHER. BEND NAIL PLATE
OVER THE TOP CHORD OF THE
SECOND PLY AND NAIL AS SPECIFIEI
6X18 TRULOX PLATE
BENT AS SHOWN. 2X6 OR 2X8 #3 OR BETTER SHEAR
BLOCKS. PLACE BLOCK IN KEYWAY
AND CONNECT TO EACH PLY WITH
3) 10d COMMON (0.148" x 3") NAILS
I R / PLACES DRAWINGS 1,070.978 798517 T620,124 & T615,489
WARNING.. TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING,
INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED
N
V .••••••• I FIC,q LL PSF REF SY42 CONNECTION
BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI DR., SUITE 200, MADISON, WI, 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
V (! T •.
GV Tc••• C%DL PSF DATE 06/25/99
S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. B iL PSF DRWG CNSY42PLO699
ROOF TRUSS DIVISION
rIMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE
ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS No. 427014
Bi NG MLH/KAR2722SOUTHAPOPKABLVD. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING,
HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES DESIGN CONFORMS WITH E BCL PSF
APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE S OT= LD. P SF407-299.1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A
ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF L .o •. STATE OFFAx: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
FAC' 1.00PROFESSIONALENGINEERING
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL
ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE 4 O.. ` p`.•'
AI)rHORIZAT1ON#921B SUITABILITY AND U F THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE O R I CERTIFICATE OF RESPONSIBILITY OFTHE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. ACING
FbRM, ,600A-2001 V
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDINGCONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: NMH1979 - 1979 Builder: ORR HOyJ,ES
Address: j 6/;jJ, L. Permitting Office:
City, State: Permit Number:
Owner: 4)0r-ps fL/ 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: 40.0 kBtu/hr
3. Number of units, ifmulti -family 1 _ SEER: 12.00 _
4. Number of Bedrooms 4 _ b. N/A
5. Is this a worst case? Yes
6. Conditioned floor area (ft2) 1979 ft2 N/A
7. Glass area & type
a. Clear - single pane 290.0 112 _ 13. Heating systems
b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 42.0 kBtu/hr _
c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 8.00
d. Tint/other SHGC - double pane 0.0 ft2 b. N/A
8. Floor types
a. Slab -On -Grade Edge Insulation R=0.0, 220.0(p) ft _ c. N/A
b. N/A
c. N/A 14. Hot water systems
9. Wall types a. Electric Resistance Vap: 40.0 gallons
a. Concrete, Int Insul, Exterior R=4.2, 1371.0 ft2 _ EF: 0.88 _
b. Frame, Wood, Adjacent R=11.0, 374.0 W _ b. N/A
c. N/A
d. N/A c. Conservation credits
e. N/A HR-Heat recovery, Solar
10. Ceiling types DHP-Dedicated heat pump)
a. Under Attic R=30.0, 1979.0 ft2 _ 15. HVAC credits
b. N/A CF-Ceiling fan, CV -Cross ventilation,
c. N/A HF-Whole house fan,
11. Ducts PT -Programmable Thermostat,
a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling,
b. N/A MZ-H-Multizone heating)
Glass/Floor Area: 0.15 Total as -built points: 29249 PASSTotalbasepoints: 29986
I hereby certify that the plans and specifications covered
by this calculation are in compliance with the Florida
Energy Code. r;
PREPARED BY:
Q2DATE:
I hereby certify that this buildin ed, is in
compliance with the Flon
OWNER/AGEI
DATE:
Review of the plans and q$E sr
specifications covered by this _V0 = 9T o
calculation indicates compliance w",,,,°'
with the Florida Energy Code. F ' 0Beforeconstructioniscompleted
this building will be inspected for 4
compliance with Section 553.908
Florida Statutes. COD wed
BUILDING OFFICIAL-,,,,! _ _
DATE: 1tx;
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EnergyGauge® (Version: FLRCSB v3.2)
FORM 6COA-2001
r
to
ti
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
GLASS TYPES
18 X Conditioned X BSPM = Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points
18 1979.0 25.78 9183.4 Single, Clear NE 1.0 6.5 32.0 43.65 0.98 1367.0
Single, Clear NE 6.5 7.5 7.0 43.65 0.62 188.6
Single, Clear NE 6.5 14.0 33.0 43.65 0.78 1124.7
Single, Clear SE 1.0 6.0 46.0 56.64 0.97 2516.7
Single, Clear SE 16.5 6.0 16.0 56.64 0.41 368.6
Single, Clear SW 8.0 9.0 64.0 52.82 0.54 1816.2
Single, Clear SW 1.0 6.0 24.0 52.82 0.96 1223.3
Single, Clear SW 1.0 5.0 20.0 52.82 0.94 990.6
Single, Clear NW 1.0 6.0 48.0 37.74 0.97 1762.3
As -Built Total: 290.0 11358.0
WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points
Adjacent 374.0 0.70 261.8 Concrete, Int Insul, Exterior 4.2 1371.0 1.16 1590.4
Exterior 1371.0 1.90 2604.9 Frame, Wood, Adjacent 11.0 374.0 0.70 261.8
Base Total: 1745.0 2866.7 As -Built Total: 1745.0 1852.2
DOOR TYPES Area X BSPM Points Type Area X SPM = Points
Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2
Exterior 0.0 0.00 0.0
Base Total: 18.0 28.8 As -Built Total: 18.0 43.2
CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points
Under Attic 1979.0 2.13 4215.3 Under Attic 30.0 1979.0 2.13 X 1.00 4215.3
Base Total: 1979.0 4215.3 As -Built Total: 1979.0 4215.3
FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points
Slab 220.0(p) 31.8 6996.0 Slab -On -Grade Edge Insulation 0.0 220.0(p 31.90 7018.0
Raised 0.0 0.00 0.0
Base Total: 6996.0 As -Built Total: 220.0 7018.0
INFILTRATION Area X BSPM Points Area X SPM = Points
1979.0 14.31 28319.5 1979.0 14.31 28319.5
EnergyGaugeO DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2
FORM 600A-2001
A
10.
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
Summer Base Points: 37617.6 Summer As -Built Points: 38770.1
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)
38770.1 1.000 1.087.x 1.150 x 1.00) 0.284 1.000 13772.0
37617.6 0.4266 16047.7 38770.1 1.00 1.250 0.284 1.000 13772.0
EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge@/FIaRES'2001 FLRCSB v3.2
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
GLASS TYPES
18 X Conditioned X BWPM = Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points
18 1979.0 5.86 2087.4 Single, Clear NE 1.0 6.5 32.0 12.00 1.00 384.1
Single, Clear NE 6.5 7.5 7.0 12.00 1.00 84.1
Single, Clear NE 6.5 14.0 33.0 12.00 1.00 396.3
Single, Clear SE 1.0 6.0 46.0 8.34 1.02 391.8
Single, Clear SE 16.5 6.0 16.0 8.34 1.94 258.7
Single, Clear SW 8.0 9.0 64.0 9.22 1.29 762.9
Single, Clear SW 1.0 6.0 24.0 9.22 1.01 223.5
Single, Clear SW 1.0 5.0 20.0 9.22 1.02 187.7
Single, Clear NW 1.0 6.0 48.0 12.23 1.00 585.9
As -Built Total: 290.0 3275.0
WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points
Adjacent 374.0 1.80 673.2 Concrete, Int Insul, Exterior 4.2 1371.0 3.26 4469.5
Exterior 1371.0 2.00 2742.0 Frame, Wood, Adjacent 11.0 374.0 1.80 673.2
Base Total: 1745.0 3415.2 As -Built Total: 1745.0 5142.7
DOOR TYPES Area X BWPM Points Type Area X WPM Points
Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2
Exterior 0.0 0.00 0.0
Base Total: 18.0 72.0 As -Built Total: 18.0 106.2
CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points
Under Attic 1979.0 0.64 1266.6 Under Attic 30.0 1979.0 0.64 X 1.00 1266.6
Base Total: 1979.0 1266.6 As -Built Total: 1979.0 1266.6
FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points
Slab 220.0(p) 1.9 418.0 Slab -On -Grade Edge Insulation 0.0 220.0(p 2.50 550.0
Raised 0.0 0.00 0.0
Base Total: 418.0 As -Built Total: 220.0 550.0
INFILTRATION Area X BWPM Points Area X WPM Points
1979.0 0.28 554.1 1979.0 -0.28 554.1
EnergyGauge@ DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS:,,, PERMIT #:
BASE AS -BUILT
Winter Base Points: 5869.1 Winter As -Built Points: 9786.3
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)
9786.3 1.000 1.078 x 1.160 x 1.00) 0.427 1.000 5220.8
5869.1 0.6274 3682.3 9786.3 1.00 1.250 0.427 1.000 5220.8
EnergyGaugeTm 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 #:
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 40.0 0.88 4 1.00 2564.00 1.00 10256.0
As -Built Total: 10256.0
CODE COMPLIANCE STATUS
BASE AS -BUILT
Cooling + Heating +
Points Points
Hot Water
Points
Total
Points
Cooling
Points
Heating + Hot Water = Total
Points Points Points
16048 3682 10256 29986 1 13772 5221 10256 29249
EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2
FORM 60OA-2001
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK
Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area.
Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall;
foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility
penetrations; between wall panels & top/bottom plates; between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends
from, and is sealed to, the foundation to the top plate.
Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members.
EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed
to the perimeter, penetrations and seams.
Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases,
soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate;
attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is
installed that is sealed at the perimeter, at penetrations and seams.
Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a
sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from
conditioned space, tested.
Multi-stmy Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors.
Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA,
have combustion air.
RA-22 OTHER PPFSC:RIPTIVF MFA141 IRFC /mnct hn mnf nr nvrrnnrinrl by nil rncirinnrnc 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 re uired.
Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools
must have a pump timer. Gas spa & pool heaters must have a minimum thermal
efficiency of 78%.
Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG.
Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically
attached, sealed, insulated, and installed in accordance with the criteria of Section 610.
Ducts in unconditioned attics: R-6 min. insulation.
HVAC Controls 607.1 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. 71Commonceiling & floors R-11.
EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 83.8
The higher the score, the more efficient the home.
1. New construction or existing New _ 12. Cooling systems
2. Single family or multi -family Single family _ a. Central Unit
3. Number of units, if multi -family 1 _
4. Number of Bedrooms 4 _ b. N/A
5. Is this a worst case? Yes _
6. Conditioned floor area (ft2) 1979 ft2 c. N/A
7. Glass area & type
a. Clear - single pane 290.0 W _ 13. Heating systems
b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump
c. Tint/other SHGC - single pane 0.0 ft2 _
d. Tint/other SHGC - double pane 0.0 ft2 b. N/A
8. Floor types
a. Slab -On -Grade Edge Insulation R=0.0, 220.0(p) ft _ c. N/A
b. N/A
c. N/A 14. Hot water systems
9. Wall types a. Electric Resistance
a. Concrete, Int Insul, Exterior R=4.2, 1371.0 ft2 _
b. Frame, Wood, Adjacent R=11.0, 374.0 ft2 _ b. N/A
c. N/A
d. N/A c. Conservation credits
e. N/A HR-Heat recovery, Solar
10. Ceiling types DHP-Dedicated heat pump)
a. Under Attic R=30.0, 1979.0 ft2 _ 15. HVAC credits
b. N/A CF-Ceiling fan, CV -Cross ventilation,
c. N/A HF-Whole house fan,
11. Ducts PT -Programmable Thermostat,
a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier,
b. N/A MZ-C-Multizone cooling,
MZ-H-Multizone heating)
I certify that this home has complied with the Florida Energy Efficiency Code For Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature:
Address of New Home:
Date:
City/FL Zip:
Cap: 40.0 kBtu/hr _
SEER: 12.00
Cap: 42.0 kBtu/hr _
HSPF: 8.00
Cap: 40.0 gallons
EF: 0.88
yO
ZtIE ST4o
a
1
Q WE
NOTE: The home's estimated energy performance score is only available through the FLARES computer program.
This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStarTmdesignation),
your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating.
Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for
information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction,
contact the Department of Community Affairs at 8501487-1824.
EnergyGauge® (Version: FLRCSB v3.2)
RIGHT-J LOAD AND EQUIPMENT SUMMARY
File name: 1979.bld 10-14-97
For: MORRISON HOMES
By: DEL AIR HEATING,AIR CONDITIONING,REFRIGERATION
109 COMMERCE STREET
LAKE MARY FL 32746-6206
407) 831-2665
WINTER DESIGN CONDITIONS
Outside db: 38 Deg F
Inside db: 7 o Deg F
Design TD: 32 Deg F
HEATING SUMMARY
Bldg. Heat Loss 38803 Btuh
Ventilation Air 0 CFM
Vent Air Loss 0 Btuh
Design Heat Load 38803 Btuh
INFILTRATION
Method S imp l i f i e d
Construction Quality Average
Fireplaces 0
HEATING COOLING
Area (sq.ft.) 1979 1979
Volume (cu.ft.) 18453 18453
Air Changes/Hour 0.8 0.4
Equivalent CFM 247 123
HEATING EQUIPMENT SUMMARY
Make TRANE
Model
Type
Efficiency / HSPF
Heating Input
Heating Output
Heating Temp Rise
Actual Heating Fan
Htg Air Flow Factor
Space Thermostat
7.30
0 Btuh
0 Btuh
0 Deg F
1400 CFM
0.036 CFM/Btuh
Job-4 PLAN 1979
Wthr Orlando AP FL
Zone Entire House
SUMMER DESIGN CONDITIONS
Outside db: 93 Deg F
Inside db: 7 5 Deg F
Design TD: 18 Deg F
Daily Range M
Rel. Hum.: 50
Grains Water 44 gr
SENSIBLE COOLING EQUIP LOAD SIZING
Structure 29325 Btuh
Ventilation 9 9 0 Btuh
Design Temp. Swing 3 .0 Deg F
Use Mfg. Data n
Rate/Swing Mult. 1.00
Total Sens Equip Load 30315 Btuh
LATENT COOLING EQUIP LOAD SIZING
Internal Gains 13 8 0 Btuh
Ventilation 1496 Btuh
Infiltration 3688 Btuh
Tot Latent Equip Load 6564 Btuh
Total Equip Load 36879 Btuh
COOLING EQUIPMENT SUMMARY
Make TRANS
Model
Type
COP/EER/SEER 10.00
Sensible Cooling 41500 Btuh
Latent Cooling 0 Btuh
Total Cooling 41500 Btuh
Actual Cooling Fan 1400 CFM
Clg Air Flow Factor 0.048 CFM/Btuh
Load Sens Heat Ratio 85
MANUAL J: 7th Ed. RIGHT-J:VI 3.0.12 S/N 10315
Printout certified by ACCA to meet all requirements ofManual Form J
RIGHT-J CALCULATIONPROCEDURESA, B, C, D
Job #: PLAN 1979 File name: 1979.bld
Zone: Entire House
Procedure A - Winter Infiltration HTM Calculation*
1. Winter Infiltration CFM
0.8 AC/HR x 18453 Cu.Ft. x 0.0167 = 247 CFM
2. Winter Infiltration Btuh
1.1 x 247 CFM x 32 Winter TD = 8678 Btuh
3. Winter Infiltration HTM
8678 Btuh / 306 Total Window = 28 .4 HTM
and Door Area
Procedure B - Summer Infiltration HTM Calculation*
1. Summer Infiltration CFM
0. 4 AC/HR x 18453 Cu.Ft. x 0.0167 = 123 CFM
2. Summer Infiltration Btuh
1.1 x 123 CFM x 18 Summer TD = 2441 Btuh
3. Summer Infiltration HTM
2441 Btuh / 306 Total Window = 8.0 HTM
and Door Area
Procedure C - Latent Infiltration Gain.
0.68 x 44 gr.diff. x 123 CFM = 3688 Btuh
Procedure D - Equipment Sizing Loads
10-14-97
1. Sensible Sizing Load
Sensible Ventilation Load
1.1 x 50 Vent.CFM x 18 Summer TD = 990 Btuh
Sensible Load for Structure (Line 19) + 29325 Btuh
Sum of Ventilation and Structure Loads = 30315 Btuh
Rating and Temperature Swing Multiplier x 1. 00 RSM
Equipment Sizing Load - Sensible + 30315 Btuh
2. Latent Sizing Load
Latent Ventilation Load
0.68 x 5 0 Vent.CFM x 44 gr.diff. = 1496 Btuh
Internal Loads = 230 x 6 No. People + 13 8 0 Btuh
Infiltration Load From Procedure C + 3688 Btuh
Equipment Sizing Load - Latent = 6564 Btuh
Construction Quality is: a No. of Fireplaces is:
MANUAL J: 7th Ed. RIGHT-J: V 3.0.12 S/N 10315
Printout certified by ACCA to meet all requirements of Manual Form J
I
1979 Job# PLAN 1979 Zone: Entire House 10-14-97
1 Name of Room Entire House EOY LIV/DIN KIT
2 Running Ft. Exposed Wall 201. 0 Ft. I 11. 0 Ft. 43. o Ft. 10.0 Ft.
3 Room Dimensions, Ft. 0.0 t. 7.0 x 8. 0 Ft. 16.0 x 21. o Ft. 16.0 x lo. 0 Ft.
4 Ceiings, Ft Condit. Option 9.3 heat/cool d 10.0 heat/cool 9.4 heat/cool 9.4 heat/cool
TYPE OF CS HTM Area Btuh Area Btuh Area Btuh Area Btuh
EXPOSURE NO. Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg
5 Gross a 14B 4.6 2.1 1564 70 338 94
Exposed b 13C 3.2 1.2 331 40 66 0
Walls and c 0.0 0.0 0 0 0 0
Partitions d 0.0 0.0 0 0 0 0
e 0.0 0.0 0 s* 0 0 0
f 0.0 0.0 0 o 0 0
6 Windows and a lC 37.0 191 7059 8 296 55 2033 0 0
Glass Doors b 8C 37.0 64 2365 0 0 0 0 0 0
Heating c, 9C 38.7 33 1278 33 1278 0 0 0 0
d 0.0 0 0**** 0 o**** 0 0**** 0 0****
e 0.0 0 0**** 0 0**** 0 0**** 0 0****
f 0.0 0 0**** 0 0**** 0 0**** 0 0****
7 Windows and North 26.1 32 821 14 441 5 110 0 0
Glass Doors NE/NW 41.0 167 6847 0 0 23 943 0 0
Cooling E/W 0.0 0**** 0 0**** 0 0**** 0 0**** 0
SE/SW 57.7 89 5161 27 2089 27 1323 0 0
South 0.0 0**** 0 0**** 0 0**** 0 0**** 0
Horz 0.0 0**** 0 0**** 0 0**** 0 0**** 0
8 Other doors a 11A 18.9 12.7 18 340 229 0 0 0 0 0 0 0 0 0
b I o.0 o.0 0 0 0 0 0 0 0 0 0 0 0 0
a 14B 4.6 2.11276 5681 2628 29134 60 283 1304 583 94 433 194r;a
b 13C 3.2 1.2 313 986 366 40 126 47 66 208 77 0 0 0
d c 0. 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0
Partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
10 Ceilings a 16D 1.7 2.2 2051 3478 4566 56 95 125 336 570 741 160 271 356
b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
11 Floors a 22A 25.9 0.0 201 5210 0 11 285 0 43 1115 0 i0 259i 0
o.0 0.0 0 0 0 0 0 0 0 0 C 0 0 0
c
b
0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
12 Infiltration a 28.4 8.0 306 8678 2441 41 1163 327 55 1560 439 0 0 0
13 Subtot Btuh Loss=6+8..+11+12 35275 3376 6789 964
14 Duct Btuh Loss 100 3528 100 338 101 679 100/- 96
15 Total Btuh Loss= 13+14 38803 3713 7468 1060
16 Int. Gains: People @ 300 6 1800 0 0 1 300 0 0
Appl. @ 1200 2 1800 0 0 0 0 1 1200
17 SubtotRSH Gain=7+8..+12+16 26659 3088 4522 1710
18 Duct Btuh Gain 100 2666 10° 309 100 452 100 175'
19 Total RSH Gain=(17+18)*PLF 1.00 29325 1.00 3397 1.0o 4975 1.00 1925
I201 CFM Air Required 14001 14001 I 134 1621 I 269 2371 I 381 92
Printout certified by ACCA to meet all requirements of Manual J Form
1979 Job# PLAN 1979 Zone: Entire House 10-14-97
Qf.r.
Name of Room NOOK FAM MBR MBTH
2j31 Running Ft. Exposed Wall 9.0 Ft. ( 31. 0 Ft. 19. 0 Ft. 21 .0 Ft.
Room Dimensions, Ft. 14,0 x 9. o Ft. 16.0 x 16.0 Ft. I 13.0 x 28.o Ft. 12.0 x 11.o Ft.
4 Ceiings, Ft Condit. Option 9.4 heat/cool 9.4 heat/cool 9.4 heat/cool 9.4 heat/cool
TYPE OF CS HTM Area Btuh Area Btuh Area Btuh Area Btuh
EXPOSURE NO. Htg I Clg Length Htg Cl- Length Htg Clg Length Htg Cig Length Htg Clg
5 Gross a 14B 4.6 2.1 85 291 179 197
Exposed b 13C 3.2 1.2 0 0 0 0
Walls and c 0.0 0.0 0 0 0 0
Partitions d 0.0 0.0 0 0 0 0
Hf 0.0 0.0 0 0 0 0
6 Windows and a 1C 37.0 23 850 0 0 40 1478 17 628
Glass Doors b 8C 37.0 0 0 64 2365 0 0 0 0
Heating c 9C 38.7 0 0 0 0 0 0 0 0
d 0.0 0 0**** 0 0**** 0 0***' 0 0****
e 0.0 0 0**** 0 0 0 0***' 0 0****
f 0.0 0 0**** 0 0**** 0 0**** 0 0****
7 Windows and North 26.1 0 0 0 0 0 0 0 0
Glass Doors NE/NW 41.0 23 943 64 2624 40 1640 17 697
Cooling E/W 0.0 0**** 0 0**** 0 0**** 0 0**** 0
SE/SW 57.7 0**** 0 0***' 0 0**** 0 0**** 0
South o.0 0**** 0 0**** 0
0.0 0**** 0 0****0 I****00Sot
0 0**** 0
3 Other doors a 11A 18.9 12.7 0 0 0 0 0 01 0 0 0 0 U 0
b I I 0.0 o.o 0 0 0 0 0 0 0 0 0 0 0 0
9 Net a 14B 4.6 2.1 62 214 127 227 1041 411 139 639 215 180 831 371
Exposed b 13C 3.2 1.2 0 0 0 0 0 C 0 0 0 0 0 0
Walls and c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
Partitions d o.o o.o 0 0 0 0 0 0 0 0 0 0 0 0
e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
10 Ceilings a 16D 1.7 2.2 126 214 280 256 434 570 364 617 310 132 224 294_
b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
11 Floors. a 22A 25.9 0.0 9 233 0 31 809 C 19 492 0 21 344 0
b 0.0 o.o 0 0 0 0 0 0 0 0 0 0 0 0
c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
12 Infiltration a 28.9 8.0 23 652 183 64 1815 510 40 1134 319 17 482 136
13 Subtot Btuh Loss=6+8..+11+12 2233 6466 4361 2710
14 Duct Btuh Loss 10° 223 10° 647 100 436 100 271
15 Total Btuh Loss = 13+14 2456 7113 4797 2981
16 Int. Gains: People @ 300 0 0 4 1200 1 300 0 0
Appl. @ 1200 0 0 0 0 0 0 0 0
17 Subtot RSH Gain=7+8..+12+16 1534 5373 3355 1498
18 Duct Btuh Gain 10° 153 100 537 101 335 100 150
19 Total RSH Gain=(17+18)*PLF 1.00 1687 1.00 5910 1.00 3690 1.00 1648
20 CFM Air Required I **'* 891 811 1 2571 2821 I 173 1761 I 108I 79
Printout certified by ACCA to meet all requirements of Manual J Form
1979 Job# PLAN 1979 Zone: Entire House 10-14-97
AA AATT TAT T.'41, CA DI(`TST_T• C/AT n
1 Name of Room BR4 BR3 BTH2 BR2
2 Running Ft. Exposed Wall I lo. o Ft. 13. 0 Ft. 0. o Ft. 28.o Ft.
3 Room Dimensions, Ft. 12. 0 x 10. 0 Ft. 12. 0 x 13. 0 Ft. 15. o x 9. 0 Ft. 14 . 0 x 10. o Ft.
4 Ceiings, Ft Condit. Option 9.4 heat/cool 9.4 heat/cool 8.0 heat/cool 9.4 heat/cool
TYPE OF CS1 HTM Area Btuh Area Btuh Area Btuh Area Btuh
EXPOSURE NO. Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg
5 Gross a 14B 4.6 2.1 94 122 0 ga
Exposed b 13C 3.2 1.2 0 0 0 169
Walls and c 0.0 0.0 0 ssss ssss 0 ssss ssss 0 ssss sss* 0 ssss ssss
Partitions d 0.0 0.0 0 0 0 0
e 0.0 0.0 0 ssss ss** 0 ssss ssss o sss* ssss o ssss ssss
f 0.0 0.0 0 ssss sss 0 sss ssss 0 sss ssss 0 ss ss*s
6 Windows and a 1C 37.0 16 591 16 591 0 0 16 591
Glass Doors b 8C 37.0 0 0**** 0 0**** 0 0**** 0 0****
Heating c 9C 38.7 0 0**** 0 0**** 0 0**** 0 0****
d 0.0 0 0**** 0 0**** 0 0**** 0 0****
e 0.0 0 0**** 0 0**** 0 0**** 0 o****
f o.0 0 0**** 0 0**** 0 0**** 0 0****
7 Windows and North 26.1 4 90 4 90 0 0 4 90
Glass Doors NE/NW 41.0 0 0 0 0 0 0 0 0
Cooling E/W 0.0 0**** 0 0**** 0 0**** 0 0**** 0
SE/SW 57.7 12 583 12 583 0 0 12 563
SouthSot o.o o**** 0 0**** 0 0**** o o****
0.0 0**** 0 0**** 0 0**** 0 0**** I
8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0
b I o.0 0.0 0 o 0 0 0 0 0 0 0 0 0 0
9 Net a 14B 4.6 2.1 78 359 161 106 489 219 0 0 0 78 359 161
Exposed b 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 169 532 198
Walls and c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
Partitions d 0. 0 0. o 0 0 0 0 0 0 0 0 0 0 0 0
e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
10 Ceilings a 16D 1.7 2.2 120 204 267 156 211 347 135 229 301 140 237 312
b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
11 Floors a 22A 25.9 0.0 10 259 0 13 337 0 0 0 0 28 726 0
b o.o o.o 0 0 0 0 0 0 0 0 0 0 0 0
c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0
12 Infiltration a 28.9 8.0 16 454 128 16 454 128 0 0 0 16 454 128
13 Subtot Btuh Loss=6+8..+11+12 1867 2136 229 2900
14 Duct Btuh Loss 100 187 10° 214 100 23 100 290
15 Total Btuh Loss = 13+14 2054 2350 252 3190
16 Int. Gains: People @ 300 0 0 0 0 0 0 0 0
Appl. @ 1200 0**** 0 0******** o 0 o
17 Subtot RSH Gain=7+8..+12+16 1229
0
1471
18 Duct Btuh Gain 100 123 100/ 137 100 30 10° 147
19 Total RSH Gain=(17+18)*PLF 1.00 1351 1.00 1503 1.00 331 1.00 1618
201 CFM Air Required I **** I 741 65 1 851 721 I 9I 16 I 1151 77'
Printout certified by ACCA to meet all requirements of Manual J Form
1979 Job# PLAN 1979 Zone: Entire House 10-14-97
HIT f AT 1.-VA DUUT T. QW,n- ,
1 Name of Room UTIL F2RunningFt. Exposed Wall ( 6. o Ft. ( Ft. Ft. Ft.
3 Room Dimensions, Ft. 10.0 x 7.Ft. 0 x Ft. x Ft x Ft.
4 Ceiings, Ft Condit. Option 9.4 heat/cool
TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Btuh
EXPOSURE NO. Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg
5 Gross a 14B 4.6 2.1 0 s**
Exposed b 13C 3.2 1.2 56 s**
Walls and c 0.0 0.0 0 ssss ssss ssss ssss ssss sss* ssss s*ss
Partitions d 0.0 0.0 0 ssss ssss ssss ssss ssss ssss sss* ssss
e 0.0 0.0 0 ssss ssss ssss ssss ssss ssss ssss ssss
f 0.0 0.0 0 ssss ssss ssss ssss ssss sss ssss ssss
6 Windows and a 1C 37. 0 0 0
Glass Doors b 8C 37.0 0 0
Heating c 9C 38.7 0 0
d 0.0 0 0 sss s*ss sss* s*ss
e 0.0 0 0 ssss ss s*** ss*
f 0.0 0 o ssss ssss ss sss.
7 Windows and North 26.1 0 0
Glass Doors NE/NW 41.0 0 0
Cooling E/W 0.0 0 o
SE/SW 57.7 0 ssss 0 ssss ssss ssss
SouthSot 0.0 0 0
0.0 0 0
8 Other doors a 11A 18.9 12.7 18 340 229
b 1 o.o o.o 0 0 0
9 Net a 14B 4.6 2.1 0 0 0
Exposed b 13C 3.2 1.2 38 120 44
Walls and c 0.0 0.0 0 0 0
Partitions d o.o o.o o 0 0
e 0.0 0.0 0 0 0
f 0.0 0.0 0 0 0
10 Ceilings a 16D 1.7 2.2 70 119 156
b 0.0 0.0 0 0 0
c 0.0 0.0 0 0 0
11 I Floors a 22A 25.9 0.0 6 156 0
b o.o o.o 0 0 0
c 0.0 0.0 0 0 0
12 Intiltration a 28.4 8.0 18 510 144
13 Subtot Btuh Loss=6+8..+11+12 1244 ssss ss**
14 Duct Btuh Loss i00A 124
15 Total Btuh Loss = 13+14 1369 s*** ss**
16 Int. Gains: People @ 300 0 0
Appl. @ 1200 1 600
17 SubtotRSHGain=7+8,+12+16 1173
18 Duct Btuh Gain I0° 117
19 Total RSH Gain=(17+18)*PLF 1.00 1291
I20I CFM Air Required 491 621 I I **'* I ****
Printout certified by ACCA to meet all requirements of Manual J Form
MANUAL J: 7th Ed. RIGHT-J: V 3.0.12 S/N 10315
RIGHT-J WINDOW DATA
Job #: PLAN 1979 File name: 1979 . bld 10-14-97
W S D W G L S S 0 N A S 0 0 W C W S
N K I A L 0 T H V G N H V V H H N H
D Y R L A W R A H L G C R R G T A A
W L Z E M D G Z L 0 X Y T M R R
FOY
a n sw a c n n n y 1 90 1.0 6.0 5.0 2.3 78.0 8.0 8.0
c n sw a c n n n y 1 90 1.0 6.0 8.5 6.8 78.0 33.0 6.2
LIV/DIN
a n sw a c n n d y 1 90 1.0 1.4 1.5 5.0 49.0 32.0 5.0
a n nw a c n n d y 1 90 1.0 1.4 1.0 5.0 41.0 23.0 0.0
KIT
NOOK
a n nw a c n n d y 1 90 1.0 1.4 1.0 5.0 41.0 23.0 0.0
FAM
b n ne a c n n d y 1 90 1.0 11.0 1.0 8.0 41.0 64.0 0.0
MBR
a n nw a c n n d y 1 90 1.0 15.5 1.0 5.0 41.0 16.0 0.0
a n ne a c n n d y 1 90 1.0 1.4 1.0 5.0 41.0 24.0 0.0
MBTH
a n ne a c n n d y 1 90 1.0 1.4 1.0 4.1 41.0 17.0 0.0
BR4
a n se a c n n d y 1 90 1.0 1.4 1.0 5.0 49.0 16.0 4.1
BR3
a n se a c n n d y 1 90 1.0 1.4 1.0 5.0 4.9.0 16.0 4.1
BTH2
BR2
a n se a c n n d y 1 90 1.0 1.4 1-0 5.0- 49.0 16.0 4.1.
UTIL
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I GAL PLAN - `-y"c Cato / 1 E'- -1 , Kv") H P
SCALE 1/4 I m
A' BNOU.N
ONE BY WOOD -
BUCK BY OTHERS
CAULK BETWEEN WNDOWBUCK FIANCE k W000 BUCK
CONCRETE OR
MASONRY OPENING
BY OTHERS
EXTERIOR
FINISHBYOTHERS
PERIMETER CAULK
BY OTHERS
FLANGE TYPE -
WINDOW FRAME
HEADER
WINDOWHEIGHT
FLANGE TYPE
WINDOW FRAME
SILL
PERIMETER CAUL
BY OTHERS
ONE BY WOODSHIMASREO'D BUCK BY OTHERS
SEE NOTES) 1 1/4' MIN. BUCK MOTHINSTALLATIONANCHOR EMBEDMENT
3/16' DIA. TAPCON 1/4- SHIM
SHIM AS REO'D
SHOWN FLANGE TYPE SPACE MAX SEE NOTES)
CAULK BETWEEN WINDOW FRAME
W000 BUCK do JAMB G CONCRETE
MASONRY OPENING OR MASONRY
BY OTHERS OPENINGEBYOTHERS
d C `INSTALLATION
1 1/4• MIN.
ANCHOR
EMBEDMENT 7/-16' OIA
d TAPCON SHOWN
PERIMETER CAULK
BY OTHERS CAULK BETWEEN
WOOD RUCK h
WINDOW WIDTH MAS'Y OPENING
1/4' SHIM BY OTHERS
SPACE MAX. EXTERI CAULK BETWEEN EXTERIOR
FWINDOWFLING
WOOD
FINISH
SECTION 2
BY OTHERS
WINDOW
WTH.
B C
BUCK D E
FA
HEIGHT
SILL STOOL
BY OTHERS
WINDOW
HGT. F G
H I.
CAULK BETWEEN WINDOW FLANGE
NX PRECAST SILL WTVULKEM PRECASR
SILL 116 ADHESIVE CAULK OR ELEVATION BY
OTTERS -APPROVED EQUAL VIEWED
FROM EXTERIOR SECTION1C
EI,T-FitiL.v•
a 7'L
gO'E7D,tT {1 3.,7 LGlt
t\UL' k Y llLt1 R 1CLii15:L,o K
R. G'qlZi it TT . r1 i 4j —1 COMPARATIVE
ANALYSIS ATION CHART CALL
WINDOW DESIGN PRESSURE' TAPCON ANCHOR SIZE
INCHES CAPACITY IN PSF LOCATIONS SIZE
WIOTH/MDGHT EXTERIOR INTERIOR HEAD JAMBS 12
19 1n % 26 99 99 B F,G13
19 I, X 38 3n 78 78 B F,G F.G 14191/5 X 50 3/8 59 59 54B BF.G 14+4 19 1n X 54 Cn 54 52 B F,G 14+5 19 1n X 55 5/052 45 B F,C 151619t/5 X 83 19Ila
X 72 45 4040 AF G 1H2
5 In Y B 1 8 F.
G 1H3281/2 X 311 3/8 51 4451 44B 8F,G 1H4251/2 X 50 Sn 5442 B F,G 1H4+4 26 1/2X 5/542 26
X 55 41 41 B F,G iH4+5 11151/2 an 26
1n x 63 40 40 B F,G iH6
2E t X 72 40 40 a FG 3CX2
30 1/2 X 2fi 56 6 B F,G F.c 3OX330to % 38 an 44 44 40B 8F,G 3OX430toxSD5n4040
B F. 30X4+4 30 1/2 X 54 8n 30
55 40 4040 B F,G 3OX4+5 30%
5 in X 5/e 6340 40 30inX3n
40 40 B F,G 24
37 x 50 Sn 40 40 B F,G 244-
4 37 X 54 &A 40 40 B F,G F,c 24+5 37 X 55 3/5 40 4040 40B BTiBF,G,H,I 25637X5337
X 72 40 40 F G H I 4826
48 X 26 46 46B F,G F.G 4.38 48 X 38 3n 40 40 40B F,
C 465048X505n404040BF,G,H,1 484+4 484+
5 48
X 54 Sn 48
X 55 Bn 40 40 B F.G,H•1 4863
74a73248 X 63 48
X 72 40 4040 B GHI Fn.
531/8 X 25 45 45 B 33
53 1/8 X 38 3n 40 40 408 B34531n % so en 53X546n40 4040 B 34+4 t/5 53
X 55 ttn 40. 40 B 34+5 to 53x 63 4040 B 35381n53iX724040B11)
WWHERE WATER RESISTANCE TEST REOUIREMENT OF 15% OF DESIGN LOAD APPLES, POSITIVE DESIGN LOADSWILLBELIMITEDTO40.0PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 2) INSTALLATION: FLANGE FRAME WNDOW W CONCRETE OR MASONRY OPENING USE 3/16' DIA TAPCON ANCHORSOFSUFFICIENTLENGTHTOPROVIDEMIN. 1-1/4' EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN
ON CHART. 3)
SEE ELEVATION FOR KEY TO TAPCON LOCATIONS. 4) INSTALL /B SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4' MIN. EMBEDMENT INTO WOOD BUCK AT ALL
OTHER FACTORY APPLIED INSTALLATION- HOLES 5) IF EXACT WINDOW SZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER
SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'0. GENERAL
NOTES: i)
SWM AS REO'0. AT EACH INSTALLATION ANCHOR WITH LAUD BEARING SHIM. MAX. ALLOWABLE
SHIM STACK TO BE 1/4'. _ _ 2)
WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3)
USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD h JAMBS. SILL MUST BE 1001 M. Crtu6l Rd,Cartd65n, 1X T5006 • P.O. 6oX 619022 • OaRS,, 1X 75911 ATTACHED
TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. tYuttwo IXSO1PR01 4)
APPUCATION OF VULKIM 116 ADHESIVE CAULK. AT FRAME SILL MUST COMPLY WITH SEALANT ASSEMBLY DRAWING MANUFACTURER'
S RECOMMENDATIONS. - SERIES 1440/1540 TDL SINGLE HUNG WANDOW r 5)
USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF V NDOW FLANGE. er scut Y
6)
GLASS THICKNESS MAY VARY. PER THE REQUIREMENTS OF AMU E1300 GLASS CHARTS. iXlMel ar alm, SINGLE
GLAZING IS SHOWN. INSULATING GLASS IS ALSO OUAUFIED. -• BB N A 7)
GENERAL ALUMINUM'S 1440 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLES TO tn SetE B SGEN 0012 THE1540INSULATINGCLASSSINGLEHUNGSERIES. Z[9Z DATE SIN RLV190N BY EW - tO 26 07 PREPARED
5T: PRODUCT TECHNOLOGY CORP.. 250 INTERNARON,L PKY., SUITE = HEATHROW, FLORYIA 32748 PHONE 40 505-0365 FAX 407 805 0358
CAULK BETWEEN WOOD
BUCK & MASONRY
OPENING BY OTHERS
ONE BY WOOD
BUCK BY OTHERS
CAULK BETWEEN
sWNDOW FLANGE
WOOD BUCK
Q
STUCCO JBYOTHERS
PERIMETER CAULK
BY OTHERS
GLAZING
W4NDOWHEIGHT EXTERIOR
I
i
PERIMETER CAULK
BY OTHERS
I
Q 14
PRE -CAST SILL
BY OTHERS
INSTALLATION ANCHOR,
3/16- Du. TAPCON
CONCRETE OR
MASONRY OPENING
BY OTHERS
SHIM AS REOD.
SEE NOTES)
Q I-1/4- WIN.
EMBEDMENT
M
SHIM, SP
FLANGE TYPE
WINDOW FRAME
HEADER
BUCKHEIGHT
FLANGE TYPE
WINDOW FRAME
SILL
I
BUCK WIDTH 1/4 MAX.
SHIM SPACE
SHIM AS REO'D
SEE NOTES) Lam. 1-ir AIN_
EMBEDMENT
FLANGE TYPE
WINDOW FRAME
JAMB Q CAULK BETWEEN
WOOD BUCK &
C MAS'Y OPENING
BY OTHERS
GLAZING
INSTALLATION ANCHOR
3/16- DIA. TAPCON
Ax. ONE BY WOOD
ACE EXTERIOR BUCK BY OTHERS
CAULK BETWEEN
PERIMETER CAULK
BY OTHERS WNDOWO FLANGE
WINDOW ETH CONCRETE
OR MASONRY
OPENINGBYOTHERS
SECTION 2 GTVCCO
ME
COMPARATIVE ANALYSIS & TAPCON ANCHOR. LOCATION CHART
WINDOW DESIGN PRESSURE TAPCON ANCHOR
SIZE (INCHES) CAPACITY IN PSF LOCATIONS
WIOTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS
12 X 60 40 58 C O.EF,G
12. x 72 40 56 C D.E.F.G
16 x 76 40 106 - C Hi
a X 16 40 69
24 X 2J 40 55 A.8 F C
24 x 30 40 46 A,B F,G
24 X 36 a0 40 A. F,G
24 X 48 0 40 A.B D,E.F,G
2J % 60 40 40 B G
24 X 72 40 40' A.B D.E.F,G
32 X 48 40 D A.8 O,EF,G
36 x 24 40 40 A.B D.E.F.G
36 x 48 40 40 A,B O.EF.G
336 x 72 40 40 A•B O.E F.G
8 x 24 40 40 A,B D.E,F,G
48 X 48 40 40 A.B D.EF.G
48 X 60 40 40 A8 O.E.F,G
64 X 24 40 40 Al F.
72 x 38 40 40 A.B F,G
72 X 60 40 40 A.B O.EF.G _
73 'X 16 40 a0 I A.BI H,I
BY OTHERS CENTRALB FT ORMA B. ®. YY yip
WINDOW MANU_
43A1VYd3tAC.
CTURL R NAME:
i
WTH.
A C 3 C•FN RA NOTES' MASTER FMR # aL
1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MkX. ALLOWABLE
rp f_ ..
SHIM STACK TO BE 1/4 .
2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063.
3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO
THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL.
2
4) APPLICATION OF VULKIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT
MANUFACTURERS RECOMMENDATIONS.
5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOROF WINDOW FLANGE. 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 7)
WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGN WINDOW
LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0PSF ACHIEVED IN TEST. HGT.
H / e) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16 DIA. TAPCONANCHORSOFSUFFICIENTLENGTHTOPROVIDEMIN. 1-1/4 EMBEDMENT INTO SUBSTRATE AT
LOCATIONS SHOWN ON CHART. 9)
SEE ELEVATION FOR KEY TO TAPCON LOCATIONS. 10)
INSTALL pB SCREWS OF SUFFICIENT LENGTH -TO PROVIDE 3/4" MIN. EMBEDMENT INTO WOOD BUCK ATALLOTHERFACTORYAPPLIEDINSTALLATIONHOLES. IF FACTORY APPLIED HC•S ARE NOT PRESE',T. 8
SCREWS SHOULD BE PLACED AT MAX. 6" FROM CORNERS &'MAX. 24" D.C. 11) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITr LISTED WITH NEXTLARGERSIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 12) GENERAL 1,150 SERIES PICTURE WINDOW IS SHOWN- THIS PRINT ALSO APPLIES TC. THE 1550 SERIES, F
G MARBLE
SILL STOOL BY
OTHERS CAULK
BETWEEN WINDOW FLANGE PRECAST
SILL WITH WLKEM 116
ADHESIVE CAULK OR APPROVED
EQUAL SECTION
1 ELEVATION
VIEWED
FROM EXTERIOR DarE
I sYM i
1001
W. Crosby Rd. • Carrollton, TX 75MG • P.O. Box 819022 • Dallas. TX 7! ow•
w..c ocscaolKX. INSTALLATION.
E'ETAILSERIES
1450/1550 F_ANCE PW oA++
N ex SHAD- e. sc,1[ I . BBN/A
SHEATHING
BY OTHERS
y8 INSTALATION ANCHOR
SCREW SHOWN (TYP.)
EXTERIOR
FINISH
BY OTHERS
PERIMETER CAULK
BY OTHERS
FIN TYPE WINDOW
FRAME HEADER
EXTERIOR
FIN TYPE —
WINDOW
FRAME SILL
CAULK BETWEEN FIN 98 INSTALATION ANCHOR SCREW SHOWN (TYP.)
dt SHEATING SHIM AS REO'D. 2 % WOODSEENOTES) BY OTHERS
1. MIN. FIN TYPEEMBEDMENTWINDOW FRAME CAUL 'ET
JAMB
SHEf & d( FINEN
2 X WOOD BY D,.,_Rs.
BY OTHERS
SHIM AS REO'D.
SEE NOTES)
SILLBY
WINDOWHEIGHT
1' MIN.
EMBEDMENT
SHEATHING
BY OTHERS
WINDOW WIDTH EXTERIOR FINISH
BY OTHERS
EXTERIOR
PERIMETER CAULK
BY OTHERS
SECTION 2
WINDOW WTH.7I ANCHOR (TYP,)
O o ol O
O
iTYANYJ:L't VJT'.U1LAEH 1`Thla'ffl
PRaI 4( Vrf1NStM
MASTER FELE # 3
COMPARATIVE ANALYSIS k ANCHOR CHART
WINDOW DESIGN PRESSURE NO. OF y8 SCREWS NO. OF 0.090 DIA. NAILS
SIZE (INCHES) CAPACITY IN PSF REO'D. IN FRAME REO'D. IN FRAME
WIDTH/HEIGHT EXTERIOR INTERIOR HEAD SILL 1 EA. JAMB HEAD I SILL O EA, JAMB
16 X 30 109 109 2 2 2 2 2 3
16 x 4D 83 83 2 2 3 2 2 3
16 X 50 63 63 2 2 3 2 2 3
16 x 60 2 1 2 2 3
20 x 30 86 86 2 2 2 2 2
20 X 40 73 73 2 2 3 2 2 4
10 x 50 59 59 2 2 3 2 2 4
20 X 60 48 48 2 2 3
28 x 30 57 57 2 2
28 x 40 52 52 2 2 3 2 2 3
28 X 50 46 46 2 2 3- 2 2 4
29 X 60 40 1 40 2 2 1 7 2 4
30 x 30 52 52 2 2 2 2 2 2
30 X 40 49 49 2. 2 3 2 2 3
30 X 50 43 43 2 2 3 2 2 4
30 x 60 O 40 2 2 3 2 2 4
38 X 30 41 4 t 2 2
38 X 40 40 40 3 3 3 3. 3 3
38 X 50 40 40 3 3 3 3 3 4
38 X 60 40 40 3 3 1 3 3 5
40 X 30 40 40 3 32 3
40 X 40 40 40 3 3 3 3 3 3
40 x 50 40 40 3 3 3 3 3 4
40 X 60 40 40 3 3 3 3 3 5
7 4 4 4 4
1). SHIM AS REO-D. ADJACENT TO EACH NSTALLA71ON ANCHOR WITH LOAD BEARING SHIM MAX.
ALLOWABLE SHIM STACK TO BE 1/4•,
O O 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063.
24' O.C. 1// 3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD, SILL-& JAMBS.
MAX. (TYP.) 4) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE.
0 5) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM F1300 GLASS CHARTS. SINGLE0GLAZINGISSHOWN, INSULATING CUSS IS ALSO QUALIFIED.
EOUALLY SPACE 6) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGNWINDOWANCHORS (TYP.) LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST.
HGT 7)' INSTALLATION: FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS. USINGO00.090 IN. DIA NAILS OR d8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. I- EMBEDMENT INTO
SUBSTRATE.
8) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTITY LISTED WITH
O O
NEXT LARGER SIZE-
9) GENERAL ALUMINUM'S 1140 SERIES SINGLE HUNG I$ SHOWN. THIS PRINT ALSO APPLIES TO THE 1940INSULATNG. GLASSSINGLE HUNG SERIES. PERIMETER
CAULK BY
OTHERS SHIM AS REO'D. SEE
NOTES) 8
SCREW INSTALATION2 X WOOD ANCHOR
SHOWN BY OTHERS 7YP.)
CAULKBETWEEN
WINDOW FIN
k E XTE
RIOR SHEATHINGFINISH 1"
MIN. BY OTHERS
EMBEDMENT SHEATHING SECTION
1 BY OTHERS
O O
O. 0 0 6' MAX. (TYP.) 6- MA (
TYP.) ELEVATION VIEWED
FROM
EXTERIOR AWAAA 1001
W.
CrnbT Rd.-CarrMm TX 75006-P.O. Bo: 819022-DDIID; TX 75 Dv...w
ocuavlXl, ASSEMBLY DRAWING
SERIES 11 .
0/1940 TOL SINGLE HUNG WINDOW pw •.n
e. D Br Xu! gg N/
A CRp+ D•
t( D-LrnwBl- S-IREVISION
ECN _ n/05/Ot B GLN-0013
1" MIN.
SHEATHING EMBEDMENT
BY OTHERS
CAULK BEHIND FIN
EXTERIORFINISH
BY OTHERS
PERIMETER CAULKBYOTHERS
FIN TYPE J
WINDOW FRAME
HEADER
GLAZING — SEE NOTES)
EXTERIOR
IFIN TYPEFRAMESIL
PERIMETEI
BY OTHER
EXTERIORFINISHBYOTHER
CAULK BI
SHEATHI).,,
3r OTME RS SECTION !
f— WINDOW1 TH 11M MAX. HIMWSPACE2 %
Br WOOD BY
OT MCRS SHIM AS REO'. 2 x WOOD BY
OTHERS FIN
TYPE VINDGV 48
INSTALLATION FRAME JAMB ANCHCR $
CREW MIN.
SHIM
AS REO'0. GLAZING EMBEDMENT C
SEENOTED 4"
NA X, SHin $
PACES ExTER10R
PERIMETER
CAULK BY
OTHERS 8
INSTALLATION ANCHOR -
SCREW EXTERIOR
FINISHCAULK BEHIND FIN BY
OTHERS SECTION
2 SHEATHING BY
OTHERS WINDOW
WIDTH VIN
OW HEIGHT
WINDOW
HEIGHTD"
D. i/
4• MAX. SHIM
SPACE I
INSTALLATION ICHOR
SCREW X
WOOD OTHERS
COMPARATIVE
ANALYSIS & ANCHOR. N
V DES1GrvPRESSURE NO. CIF +8 SCREWS C HARTVND. OFNAILSSIZE CINCHE
S> CAPACITT 1N PSF REQUIRED 1N FRAME RE OANE V1DIH/
HEIGH7 EXTERIDR INTERIOR HEAD t SILL 8 EA JAMB HEAD L SILL P EA. JAM? 20
x 30 40 40 2 2 2 22 22DXa04040232320
z 50 40 40 2 3 2 3 20x6040402230x3040402232330x4040a023
2 3 30 % 50 30
x 60 40 4040 402 22 4 40
X 30 40 40 3 2 3 3 40X4040a0333
a 40X50040333
5 40X-60 40 40 3 4 2 50
x 30 40 40 3 2 4
3 50X404040334
a 50x5050
x 60 40 4040 403 33 34 5 3
6140 40 4 CENTRAL
FLORMA 1B4®xA.1F+ MANUFACTURER
NAME: 0E/VERX4L Ai (/MiN J MASTER
FILE # NOTES
1)
POSITIVE WATERRESISTANCELOADS E'ILL TEST BELIMITEDENY TO AIDS%PI OFSTOONWAPPLIES. TER TEST
PRESSURE OF
6.0 PSFACHIEVED IN TEST. 2) INSTALLATION: FIN FRAME WINDOW IN WOOD FRAME OPENING WITH .TWO WOOD STUDS USING +
8 SCREWS WI SUFFICIENT LENGTH TO PROVIDE MIN. i' EMBEDMENT INTO SUBSTRATE
OR 0.099 IN, DIA. NAILS. 3) IFEXACTWINDOWSIZEISNOTLISTEDINANCHORCHART. USE OUANTITY LISTED VI TH
NEXT LARGER SIZE, 4) SHIMASREO'D, ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM EQUALLY SPACE
MAX. ALLOWABLE SHIM STACK TO DE 1/4'. ANCHORS (IYP.)
5) WINDOW FRAME MATERIAL, ALUMINUM ALLOY 6063. 6) USELATEXCAULKBEHINDWINDOWFINATHEAD. SILL L JAMBS. 7) USELATEXCAULKFORPERIMETERSEALAROUNDEXTERIOROFWINDOWFLANGE, 8) GLASSTHICKNESSMAYVARYPERREOUIREMENTSOFASTMC1300GLASSCHARTS, SINGLE GLAZINGISSHOWN. INSULATING GLASS ALSO OUALIFIED. 9> GENERALALUMINUMS1100SERIESPICTUREWINDOWISSHOWN, THIS PRINT ALSO APPLIES TO1900SERIESPICTUREWINDOW. 6- MAX.
CTYP.) o—mil
o 0 0o 6" MAX. CTYPJ--
ELEVATION VIEWED FROM
EXTERIOR
s
CAULK BE7WEEN-
WOOD BUCK 6
MASONRY OPENING
BY OTHERS
CAULK BETWEEN WINDOW
FLANGE 8 WOOD BUCK
CONCRETE OR
OTOPE By
nIrvG
BT
OTHERS R$ EXTERIOR
FINISH - By
OTHERS PERIMETER
CAULK - BY
OTHERS FLANGE
TYPE - WINDOW
FRAME HEADER
WINDOW
EXTERIOR HEIGHT
ONE
BY 'ODD BUCK
31 OTHERS f—
INSTALLATION ANCHOR 3/16' DIA. TAPE ON r
SHIM AS REO'D tSEECIE-, I -
I— MIN. EMBEDMENT
I
1/
4' MAX. SHIM
SPACE GLAZING
IT YP. SEE
NOTES) BUCK
HEIGHTSHIM
AS RED SEE
NOTES) FLANGE
TYPE VINDDV
FRAME SILL
ff PERIMETERCAULKOBUCK THERSYW00 BY
OTHERS I"'
MAX. } SHIM
SPACE J EXTERIOR
FINISH d 4 ByOTHERSCAULK
BETWEEN WIN DV 1-1/1' MIN.J FLANGE
s v00 BUCK EMBEDMENT CONCRETE
OR INSTALLATION ANCHOR MASONRY
OPENING 3/16' DIA. TAPCDN BY
OTHERS CAULK
BETWEEN WOOD BUCK 6 MASONRY
OPENING BY OTHERS SECTION
1 NOTFS:
1)
SHIM AS REO'D. AT EACH INSTALLATION ANCHOR USING LOAD BEARING, SHIM. MAX. ALLOWABLE
SHIM 57ACK TO BE 1/1.. 2)
WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3)
USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD. SILL @ JAMBS. a)
USE LATEX CAULK FOR_PERIMETEP. SEAL AROUND EXTERIOR OF WINDOW TINGE. 5)
GLASS THICKNESS MAY vARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 6)
DESIGN PRESSURE CAPACITY OF WINDOW 6 INSTALLATION IS LIMITED TE IOD PSG. 7)
GDR INSTALLATION OF FLANGE FRAME WINDOWS IN CONCRETE OR MASONFY OPENING, USE 3/
16' DIA. TAPCDN TYPE ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN. I-114' EMBEDMENT
INTO SUBSTRATE. PLACE ANCHORS 6' MAX. FROM CORNERS 6 24' D.C. MAX. BETWEEN.
81
BUILD DOWN _AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILDDOWNMUSTBEOFSUFFICIENTSTRENGTHTOADEQUATELYTRANSFERLOADFROMWIN
Dv TO THE STRUCTURE, 9)
ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRO
UCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT
CAN BE MANUFACTURED FROM THE 1450/1550 SERIES DESIGNER FLED WINDOW FRAMING
SYSTEM. CENTRAL
FLORIDA B.O.A—F. MANUFACTURER
NAME: E:
ayedA-L A-/(J/l/NUH MASTER
FILE # e2 OW
WII HT
HE WINDOW
WIDTH —1 ELEVATION
VIEWtD
FROM EXTERIOR I/<'
HA S SHIM
SPACE SHIM
A$ REO'D 1-1/4' MIN. SEE
NOTCS) EMBEDMENT B
FLANGETYPECAULKBETWEENWINDOW
FRAME v00 BUCK 6 JAMB
MA$'Y OPENING a
BY OTHERS el
GLAZING
ti YPL-- INST ALLATIDN ANCHOR SEE
LADIES) Q 3/16' DIA. TAPCDN ONE
BY vO0 PERIMETER
CAULK"'eF BUCK BY 07HERS BY
OTHERS EXTERIOR
FINISH / CAULK
BETWEEN BY
OTHERS WINDOW FLANGE W000
BUCK vlwBOv
v1D1H —.-I CONCRETE OR MASONRY
OPENING SECTION
2 BY
OTHERS L.
WINDOW WIDTH wl ELEVATION
VIEWED
FROM EXTERIOR 1001
N. Crosby Rd. • C-.111., TX 75006 • P.O..Box B19022 . Mim, TX 7536' GRAVING
LNsm, INSTALLATIONDRAWING ONE BY BUCK SERIES
1450/1550 DESIGNER PICTURE WINDOW I
I CR•vw n c...o. , scN c BB
N/A 77_
71-41L DA-E h v1s1DM I Br I ECN _ 3/ZD/D2 B I GEN-0025
SHEATHING
BY OTHER`
CAULK Bt
EXTERIOR F
BY OTHERS
PERIMETERCAULKBYOTHERS
FIN TYPEFRAMEHE
GLAZING IT., .,
SEE NOTES
FIN TYPEFRAMESILL
PERIMETER CAULK J
BY OTHERS
YB INSTALL4TION J
ANCHOR SCREW (TYP.)
EXTERIOR FINISH ---
BY p"HERS
CAV'-K BEHIND FIN —
SHEATHING
BY OTHERS
n... '7 00WNTr.ERS
NSTALLATION
HOP. SCREW (TYP.)
SHIM AS REO'D.
SEE NOTES
1/4- MAX.
1 SHIM SPACE
T
INDOWHEIGHT
1/4- MAX.
SHIM SPACE
SHIM AS REO'D.
SEE NOTES
T- MIN. ` 1 X FRAMING
EMBEDMENT BY OTHERS
SECTION 1
WIIHI
NOT-
Ij DESIGN PRESSURE C?PACITY OF WINDOW @ INSTALLATION IS 40.0 PSF.-
Z) INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING NTH TWO
BY WOOD STUDS. USING OOES IN. DIA NAILS. PLACE .099 NAILS 6- FROM
CORNERS MAX. h B- O.C. MAX. BETWEEN.
33 FOR INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH
TWO BY WO00 STUDS. USING !B SCREWS OF SUFFICIENT LENGTH TO
PROVIDE MIN, 1 IN. EMBEDMENT INTO SUBSTRATE. PLSCE SCREWS 6" MAX.
FROM CORNERS k I4' O C. MAX. BETWEEN.
4) SHIM AS RED D. AOJAC E:NT TO EACH INSTALLATION ANCHOR WITH LOAD
BEARING SHIM, MAX. ALLOWABLE SHIM STACK TO BE 1/4 . _
5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063.
6) USE LATEX CAULK SEHINC WINDOW FIN AT HEAD. SILL & JAMBS.
7) USE LATEX CAULK FOR PERIMETER SEAS AROUND EXTERIOR OF
WINDOW FLANGE.
8) GLASS THICKNESS WAY VARY PER THE REOUIREMENTS OF ASTM E1300
GLASS CHARTS,
9) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE
ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT
STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE
STRUCTURE.
TO) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO
LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS
SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED
FROM THE 11DO/ 1900 SERIES DESIGNER FIXED PICTURE WINDOW FRAMING
SYSTEM. CENTRAL -
FLORIDA R. ®. A.I' . MANUFACTURER
NAME: 3
EIVERja-L A4liM In/ l IM MASTER
FME # oZ ELEVATION
VIEWED
FROM EXTERIOR d3
u-cz MAX.
SHIM
SaACE TWO
BY FRAMING SHIM
AS. REO'D. BY OTHERS FIN
TYPE FRAMEJAMB1-
MIN EMBEDMENT
SHEATING
BY
OTHERS GLAZING (
TYP.) CAULK BEHIND FIN SEE
NOTES EXTERIOR
FINISH BY OTHERS XT
RI R '6 INSTALLATION ANCHOR
SCREW (TYP.) WINDOW
WIDTHPERIMETER
CAULK BY
OTHERS SECTION
2 I
HE
ELEVATION
VIEWED
FROM EXTERIOR
CAULK BETWEEN WOOD
BUCK & MASONRY
OPENING BY OTHERS INSTALLATION ANCHOR BUCK WIDTH
ONE BY WOOD
3/16- DIA. TAPCON
BUCK BY OTHER 1/4'SHIM
SHIM AS REO'D FLANGE TYPE SPACE M
CAULK BETWEEN WINDOW (SEE NOTES) WTNDOw FRAMEFLANGE & WOODEEN BUCK t7 .IAMB
MASONRY OROPENING a 1 1/4 MIN.
BY OTHER ENBEDMENT
1
EXTERIOR FINISH
BY OTHER /
PERIMETER CAULK JBYOTHER
FLANGE TYPE
WINDOW FRAME
HEADER
OWHT EXTERIOR
FLANGE TYPE
WINDOW FRAMESILL
PERIMETER CAULK
BY OTHER
ONE Br WOOD
BUCK BY OTHER //
EMBfDMEINNT
SHIM AS REO'D.
SEE NOTES)
Q CONCRETE OR
MASONRY OPENING
BY OTHER
INSTALLATION ANCHOR
APCON
CAULK--
3DIA. BETWEEN
LPERIMETERCAULKQByOTHERSIICAULAULKBETWEEN1/
4' SHIM MASONRY WOODBUCK & SPACEMAX. vnNOOw WIDTH -•- MASONRY OPENING BY
OTHERS EXTERIOR
CAULK
BETWEEN EXTERIOR WINDOW
FLANGE FINISH OOO'
BUCK BY
OTHER BUCK
HEIGHTSECTION 2 ANCHOR (
TYP.) H
J K WN
HE
PRE
CAST SILL a
a BY
OTHERS CAULK BETWEEN —130FLANGE PRE CAST
SILL WITH VULKEM SECTION 1
116 ADHESIVE CAULK OR SCHNEE MOREHEAD 8500
ADHESIVE SEALANT NOTES: DOWB-
IGHT
CHTWINDOW1)
SHIM
AS REO-D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. ALLOWABLE SHIM
STACK TO BE 1/4" 2) WINDOW
FRAME MATERIAL: ALUMIN UM ALLOY 6063 3) USE
LATEX CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS.SILL MUST BE ATTACHED TO
THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL aJ -APPLICATION
OF VULKIM 116 ADHESIVE CAULK OR SCNEE-MOREHEAD 8500 ADHESIVE CAULK AT FRAME
SILL MUST COMPLY WITH SEALANT MANUFACTURERS RECOMMENDATION. 5) USE
LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) GLASS
THICKNESS MAY VARY PER THE REQUIREMENTSOFASTM E1300 GLASS CHART SINGLE GLASS IS
SHOWN, INSULATING GLASS IS ALSO QUALIFIED. 7) GENERAL ALUMINUM'
S 1480 SERIES MODIFIED SLIDER IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1580 SERIES
MODIFIED SLIDER INSULATING GLASS. 6) DRAWING APPLIES
TO INSTALLATION OF RANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3 16" DIA
TAPCON ANCHOR OF SUFFICIENT LENGTH TO PROVIDE MINA-1/4 EMBEDMENT INTO SUBSTRATE A LOCATION SHOWN
ON CHART. 9) SEE ELEVATIONS
FOR KEY TO TAPCON LOCATIONS. 10) INSTALL ,16
SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4- MIN, EMBEDMENT INTO WOOD BUCK AT ALL FACTORY APPLIED INSTALLATION
HOLES WHERE TAPCONS ARE REO'D. 11) IF EXACT
WNDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER `.IZE. ELEVATION
VIEWED FROM
EXTERIOR
D F' 2
G
COMPARATIVE
ANALYSIS &
TAPCON
ANCHOR LOCATION CHART WINDOW SIZES DESIGN
PRESSURE TAPCON ANCHOR LOCATION INCHES) CAPACITY IN
PSF REO'D. IN FRAME WIDTH/HEIGHT EXTERIOR
INTERIOR HEAD JAMBS 24 x 12
40 110 H,K A.G 24 x 24
40 67 H,K A,G 24 x 36
40 45 H,K A,G 24 x 48
40 40 H,K A,G 36 x 12
40 85 H,K A,G 36 x 24
40 45 H,K A,G 36 x 36
40 40 H,K A,G 36 x 42
40 40 H.K A,G 36 x 48
40 40 H,K A,G 36 x 55
40 40 H,K A,B,F,G 48 x 12
40 77 H,K A,G 48 x 24
40 40 H,K A,G 48 x 36
40 40 H,K A,G 48 x 42
40 40 H,K A,G 48 x 48
40 40 H,K A,G 48 X 55
40 40 H,K A,B,F,G 60 z 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 A,B,C,D,F,G CENTRAL FLORIDA B.
0. A. F. MANUFACTURER NAME: g/
Ef 1—
l/A MASTER FILE # O
DATE LRwD NAME
e. 3/20/
02 I GEN0027
s
SHEATHING CAULK BETWEEN FIN SHEATHING 2 X FRAMING
BY OTHER SHEAiNG r 8Y OTHER BY OTHERS
j
I MIN I CAULK BETWEEN1/4 MAX --)ISSCREW 'NSTALATION EMBEDMENT SHEATHING & FIN
SHIM.gS R=0'D SHIM SPACE BY OTHERSANCHOR (TYR:) 2 x FRAMING SEE NOTES)
ExTERICP. FINISH E. OTHERS
BY OTHERS FIN TYPE 1"MIN.
PERI`AETE= CAULK 1/4 MAX.
FR-. WINDOW AME
JAMB EMBEDMENT
BY C'HER SHIM SPACE
r qe SCREW
INSTALATION
F;N TYPE ANCHOR (TYP.)
WNOb'Y SHIM a5 REO'DFRAMEHEADERSEENOTES) WINDOW WIDTH —.-) EXTERIOR FINISH
BY OTHERS
WINDOW EXTERIOR PERIMETER CAULK
HEIGHT BY OTHERS
EXTERIOR FIN TYPE SECTION 2
WINDOW fi"MAX.(TYP). —
FRAME SILL
EOUALLY SPACE 6" MAx.(TrP)
ANCHORS
SILL,(
TYP.r
0 HEAD, SILL,
SILL STOOL JAMBS)
BY OTHER
0
0
PERIM=TER CAULK 1/4" MAX.
BY OTHER SHIM SPACE
SHIM AS REO'D
IN SCREW (SEE NOTES) WINDOW \ I
TE;:ORiION \ ANC -OR (TYP.) 2 X'FRAMING HEIGHT
BY OTHERS \
x TE<:OR OFINIS-
BY O--IERS CAULK BETWEEN
WINDOW FIN &
SHEA iING SHEATHING O
BY C-HER 1•' MIN. O
EMBEDMENT
SECTION 1
GE':ERs_ NOTES: 24` O.C.
1) S-L' AS REO'D. ADJACENT TO EACH INSTALLF7101 ANCHOR WITH LOAD btAX.(TYP;
BE:RINC SHIM MAX. ALLOWABLE SHIM STACY TO BE 1/4'.
2) W."DOW FRAME MATERIAL ALLOY 6063
3j USE LATEX CAULK BEHIND WINDOW FIN AT HEAD ,SILL & JAMBS.
4) USE LATEX CAULK FOR PERIMETER SEAL ARC.NO EXTERIOR OF WINDOW
FF. AME.
5) G.-'SS THICKNESS MAT VARY PER THE REOUIPEMENTS OF ASTM E1300
SI'..;LE GLAZING IS SHOWN. INSULATING CLASS IS ALSO OUALIFIED.
6) DRAMNG APPLIES TO INSTALLATION OF FIN FRAME m C3W IN WOOD FRAME OPENINGm-- TWO BY WOOD STUDS USING 099 IN CIA Nt:_5 ,,^R_.IB SCREWS OF SUFFICIENTLE1.3'H TO PROVIDE MIN. 1" EMBEDMENT INTO SU-STRA._, 7 IF E<ACT WNDCW SIZE IS NOT LISTED IN CHART, ;SE A-CHCR OUANTI.Y LISTED WITHN- LARGER i+ZE. -
8) GE`•ERAL ALUM-NUM-S 1180 SERIES HORIZONTAL S_ DER ,c SHOWN, THIS PRINT ALSCESTOT'-E 1980 INSULATING CLASS HCRIZOI;'AL ;L DER SERIES.
ANCHOR (TYP.)
WINDOW WIGHT
COMPARATIVE ANALYSIS & ANCHOR QUANTITY CHART
WINDOW SIZEDESIGN PRESSURE 8 SCREWS REO'D. 0991 N.AIS REO'D
INCH S)CAPACITY IN PSF INFRAM IN FRAME
WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH
HEIGHT SILL JAMB I SILL JAMB
24 x 12 40 40 2 2 2 2
24 x 24 40 40 2 2 2 2
24 x 36 40 40 2 2 2 3
24 x 48 40 40 2 3 2 4
36 x 12 40 40 2 2 3 2
36 x 24 40 40 2 2 3 2
36 x 36 40 40 2 2 3 3
36 x 42 40 40 2 3 3 3
36 x 48 40 40 2 3 3 4
36 x 55 40 1 40 2 3 3 5
48 x 12 40 77 3 2 4 2
48 x 24 40 40 3 2 4 2
48 x 36 40 40 3 2 4 3
48 x 42 40 40 3 3 4 3
48 x 48 40 40 3 3 4 4
48 X 55 40 40 3 3 4 5
60 x 12 40 73 3 2 6 2
60 x 24 40 40 3 2 6 2
60 x 36 40 40 3 2 6 3
60 x 42 40 40 3 3 6 3
60 x 48 40 40 3 3 6 4
60 x 55 40 40 3 3 6 5
72 x 12 40 70 4 2 7 2
72 x 24 40 40 4 2 7 2
72 x 36 40 40 4 2 7 3.
72 x 42 40 40 4 3 7 3
72 x 48 40 40 4 3 7 4
72 x 55 40 1 40 4 3 1 7 5
ELEVATION
VIEWED FROM EXTERIOR''• -•--i'' _.
D
IM
2 Ty3g';Ti RAIL(,-.rylFF..i7)°Ta3pjiDry 171/ /
T37.
O.-AL Fe
MANUFACTURERa`''iC lJd3ER NAME:
MASTER F L,E #
1001 M. Cm.b7 Rd, • ClIl*O TI T6006 • P.O. 6P. 81"22 •00km f; 757[i
INSTALLATION DRAWING WOOD FRAME STRUCTURE
SERIES 1180 /1980 MODIFIED HORIZONTAL SLIDER
BB N/A
AµO i:w[P DATE DP..V NUu9ER
PC.PLCH BT I D3/II/02 I GEN-002?
INSTALLATION MULLION
ANCHOR ANCHOR —\
MULLION (
TYP.) BRACKET
ANCHOR
BRACKET - TJUL FLORA
MANUFACTURM NAME:
WINDOW
FRAME JAMB
TYP.)
R FIIE #
8 SELF TAPPING
SMS (TYP.) o
SUBSTRATE
MULLION
DIE NO. 1445
I•l
u; < U; o0
1-7/8-A
SECTION B-B
IDWG NO: GEN-0452
GA P
MULLION
DIE NO. 1445
INSTALLATION
ANCHOR
TYP.)
i
SEE NOTES
2 & #3
NOTES:
SECTION A — A 1445
MULLION
WHEN
i
USED TO IMMULLL SINGLEONDETAILSAHUNGAORPPLY
OND ALUMIPCITUREBWI DOWSO SIDE IEBYO
LJ
EXTERIOR
Gl;:
ELEVATION
SIDE.
2)
IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA.
CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. EMBEDMENT.
INTO CONCRETE OR MASONRY. 3)
IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS
OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD FRAMING.
4)
MULLION ATTACHMENT IN SECTION B-B IS TYP. AT HEAD & SILL. GENERAL
ALUMINUM CORP. CARROLLTON,
TEXAS TITLE:
FIN VERTICAL MULLION INSTALLATION DETAIL ALUMINUM
TUBE MULLION, DIE N0. 1445 r
AREA:
DRN: JS APRVD:.- - - - DATE: 3/1 7 /02 MATT:
DWG NO: WT/
FT: - - - - SCALE: HALF - - - - GEN-0452 27
6 PHONE 407-805-0]65 FAX 407-605-0366 PREPAREDBY: ,PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWY, HEATHROW. FLORIDA
GENERAL ALUMINUM CORP.
HORIZONTAL MULLION DESIGN LOAD CAPACITIES
EXTRUDED ALUMINUM TUBE MULLION #1445
WHEN USED FOR MULLING TRANSOM
FLANGE
HORZ.
MULLION
MULL SPAN>
WDW. HGT. V
53.000 61.000 74,000 96.000 106.250
26.000 222 163 92 38 26
38.375 198 135 80 34 23
50.625 190 126 74 31 21
54.625 189 125 72 30 21
55.625 189 125 72 30 20
63.000 189 124 70 29 20
72.000 189 124 70 28 19
NOTES:
CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1445 USED HORIZONTALLY.
CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN.
WINDOW HEIGHTS SHOWN ON ' Y' AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS
BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT.
READ MULLION SPAN AND WINDOW HEIGHT IN INCHES.
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF.
PREPARED BY:
PRODUCT & APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-03651 FAX 407 805-0366
CA020039
12-Jan-2002
01-1201
GENERAL ALUMINUM CORPORATION
HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION DIE #1445
FLANGE
VERTICAL
S.H. SIZES
WDW. WTH. >
WDW. HGT. V
19.125 26.500 30.500 37.000 48.000 53.125
26.000 1609 1497 1497 1497 1497 1497
38.375 622 515 486 466 465 465
50.625 331 262 241 219 203 203
54.625 279 220 200 180 164 162
55.625 268 211 192 172 156 153
63.000 204 158 143 127 112 108
72.000 153 117 106 92 79 76
CHART APPLIES ONLY TO MULLION #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 & APPUCA77ON ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-03651 FAX 407 805-03W
CA020122
FEB. 19, 2002
02-0217
kA t
GENERAL ALUMINUM CORPORATION
HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION DIE #1445
FLANGE
VERTICAL
P.W. SIZES
WDW. WTH. >
WDW. HGT. V
16.000 24.000 36.000 48.000 53.125 73.000
16.000 1609 1497 1497 1497 1497 1497
24.000 622 515 486 466 465 465
30.000 331 262 241 219 203 203
36.000 279 220 200 180 164 162
48.000 268 211 192 172 156 153
60.000 204 158 143 127 112 108
72.000 153 117 106 92 79 76
CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT & APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-03651 FAX 407 805-0366
CA020123
FEB. 19, 2002
02-0217
DING NO: A-0451
MULLI''
ANCH
BRACK
WINDOW
FRAME JAMB
TYP.)
t
STALLATION
vCHOR
YP. )
8 SELF TAPPING
SMS (TYP.)
IVI U LLI ON
DIE NO. 1446
SECTION A -A
B4 1
Q j
MULLION
ANCHOR
BRACKET
o ° v
a
a
0
SUBSTRATE
M:JLLION
DIE N0. 1446
INSTALLATION
ANCHOR
TYP.)
v ° SEE NOTES
a #2 & #3
v
I--- 1- 7 /8
SECTION B- B
CENTRAI FLORA B. Ayo
MANUFACTUMR AYANIVEREXTERIORELEVATION
MASTER FILE # 5- NOTES:
1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO.
1446, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP.
SIDE.
2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16' CARROLLTON, TEXAS
DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETAIL
EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446
3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #1 O
AREA: DRN: APRVD: DATE. 3 1SCREWSOFSUFFICIENTLTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD Js
FRAM-ING. WT/FT: SCALE: HALF MATL:
enc_ntet
DWC N0:
cEr,-e-_
ear ^]_af,5-•2i
PREPARED BY: PRODUCT TECHNOLOGY CVRe., dLu 1-t—Al-114 11- , c..1— — -.
5 7
SHIM A$ RE•D'D IN$ SCR +T!CN ANCHOR -- OGGR WIDTH MAX. SHIM SPACE INSTALLATION8C ?NL r:L:i
SEE NOTES) :2 SCREW TWO BY WOOD L6 SCREW
SHEATHING 1-I/8 MIN BY OTHERS T•JG By VDDD
By OTHERS I ICAULKBETWEEN EMBEDMENT BY OTHERS
DOOR FLANGE TWO BY WOOD SLIDING GLASSLSHEATHINGBYOTHERSDOORFRAHE CAULK BETWEEN
JAMB HOOK $TRIP L
I/
SHEATHING
lI\ I / \ /\ I i/4' MAX.
tl \
SLIDING GLASS DOOR
r IHOOKSTRIP
r SHIM NO ES) I SHIM SPACE (SEE NOTES)
CCO _j
OR SIDINGpP. SI iNG
BY OTHERS jPERIMETER
CAULK By
OTHERS
r
N i'sla
SLIDING GLASSDCOP.-FRAME
SILL
1-1/6' MIN.
EMBEDMENT
SLIDING GLASS
DOOR FRAME
HEAD
TEMPERED
GLASS (TYPJ _
DOORHEIGHT
EHBEDNE NT
A
L` 1
A D
D
LIBERALLY- APPLT
CAULKING ENDER SILL
OR CE: SILL IN BED !N$TAILAT[E:N ?NC:HCR 1
OF :NCRE -L 3/IS- DIA. TAPCON I',/`('' LV —
SECT!ON A. -A
TALLATION ANCHOR L 1-1/B' MIN.
ZTEMPERED SCREW EMBEDMENT
GLASS CAULK. BETWEENTYP.D DOOR RANGE
t SHEATHINGtO HEATHING
DY OTHERS
SHEATHING /
PERIMETER
CAULK BY
BY OTHERS i
TEMPERED GLASS
OTHERS TYPJ STUCCO OR SIDINGRSIDINGBYOTHERS
BT OTHERS SLIDING GLASS DOOR
INTERLOCK
SECTION B-B NOOK STRIP DETAIL
A
NDT: t. U DOM STALLAI= ALUMINUM ALLOMUST E OF MIN. E dCNT21INSTALLATIONCOSTBE [I SUFFICIENT LENGTH TO KILLTAC.[E TYPE INSTALLATION M OrOFI-I/E• INTO MMSCREWSTA AT SILL MUST JC COOINTOwSCW2tdCONCRETE. T 1-1/4SSUFFICIENTLENGTHLDACHIEvEniNEN )CDN[NT Di 1-I/.' LENGTH
31 INSTALLATION .N[NDit ENART C1. 6 THIS SHEET. '
1 USC "L1[Or+IZEO KRTLIC CAULK !CHINO 006+ FLA,4E AT HEAD L J•NlS. ICNI
SII ICCNIZEO KRTLIC GAUIX FOR AN NUCRSEATAROUNDEATERIORTICat.. NEXT31IFLISTEDinCNART.E USE AxCWR Ou•n;ITT LISTED61IFExDOORTRTISSIGNPLARSRC. FOR PP DESIGN PRESSURE REO'D. OPENING. 1 •USE O
1 B
EDTIFORPOCKETCODnSICESUSECLOSEST )TP•IS DOOR SIZE L COK IGURATION :C FINISHEDPOSIZESCLOSESTB
B POKE )MST ON AN-1 P IN FRONT OF COOK STRIP AS SNO LATHICKNESSwWARTPERREQUIRENENTSO1ASTmE1000GLASS CIARTSIGLASS ,EIS NSULA9) OOOR UNIT IS APPROVED USING TENPERCD GLASS W SINGLE O_•1CD OR INSULATING GLASS, SEALER101J•NI / SILL CORNERS ARE TO IC SEALED v11. A SHALL JOINT EANI11SNINASREO'D, AT EA. -I OF IHSIALLATION ANCHORS, NA.. ALLOv.2LE SHIN STACK 10 !E 1".. 121 ALL INSTALLATION •nC1CRi MUST 3C NADC 6 CED(ROSICN REIIIT•nT wfER1•LS.
A -I! l3 WHERE - REPRESENTS NOVD.G PANEL wD D• REPRESENT: ru[D PANEL APPRGvEDC3NFIGURATICHSAREASLISTEDONANCHORCHARTONJACKOFTNISSHECT.
EXTERIOR E L E V A T
1 HOT ALL E FIG RA; ICNS LISTED AlOvE ARE $HOWN ON I.IS ORAvING. NOvEVERT_ 0 i 1
INT:ALLATION
SECTIONS •A -A•• •)-)• L MCI' STRIP DETAIL APPLY TO INSTALLATICM Or ALL APPROVED
CONFICAPIATIC.S. 151 FLORIDA EXTRUDERS I000 TERIES SLIDUA: GLASS DOOR IS SMOVN THIS PRINT ALSO APPLKS T72PANELDOORSHOWN000SERIESAND5002SERIES. v
12002
REVS
DESCRIPTION DATE INI F L O R I D A IN.TI.RINDC.S SANFORD
FL. TITLE:
SLIDING GLASS DOOR INSTILLATION . \
i 11 =8 SCREWS iIi
I DP.A1Y 1 5Y: °3 APPROVED BY: ATE: !
2: !i/ui )SCALE: N-1DWG icLEWDc? S: EF =
r
NOMINAL DOOR
SIZE AND
C GNFIGURAiIGN
D00R
SIZE
QUANTITIES IN HEAD a SILL QUANTITIES IN EA. JAMB (QUANTITIES IN EA. HOOK STRIP
UP TO 14645PSF
PSF TO
60 PSF
61 PSF TO I70PSF
UP TO
a5 PSF
46 PSF TO
EO PSF
61 PSF TO
70 PSF
UP TO 46 PSF TO 61 PSF TO
a5 FSF 60 PSF 70 PSF
4068 XX, OX, XO
5068 XX, X, XO
6068 XX, OX, xO
8068 XX, x. x
XX. Ox. x
48 X 80
60 X 80
72 X 80
96 X 80
I20 X 80
6
6
8
10
fl2
6
6
8
10
12
6
6
8
10
1p
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
a 4 4
4 4 a
4 4 4
4 4 4
4 4 4
10068
5080 XX, OX- XO
6080 XX. x, XO
8080 xX, X, x0
XX Ox x
60 X 96
72.X 96
96 X 96
120 X 96 '
6
8
10
6
8
10
6
8
10
10
10
10
10
10
10
10
10
10
10 I10
t0
5 5 5.
5 5 5
5 5 5
5 5 5
10080
50100 XX, x, XO I60100XX, x, XO
XX x x
60 X 120.
72 X 120
96 X 120
6 I8
6
8
6
8
12
12
12
12
12
12
12
12
12
6 6 6
6 6 7
6 7 8
0100
9068 x0
12068 Ox
15068 X0
109 1/8 X 80
145 1/8 X 80 I1811/8 X 80
12
14. I1(—
12
14
16
12
14
16
8
8
8
8
8
8
8
8
8
4 4 4
4 4 4
4 4 4
9090 x0
12080 0xO
15080 X
90100 OX0
i2ol0o xO
9068 XXX
12068 XXX
15068 xxx
9080 xxx
12080 XXX
15080 xxx
90100 xxx
00 XXX
10068 OXXO
12068 OxxO
16068 XXO.
12080 xx0
16080 OXXO
100100 GXXO
160100 Gxxo
1 XXXX
12068 XXXX
1606E xxxx
10080 XXXX
12060 XxxX
xxx.x
i00100 xxxx
120!00 xxxx
6010C xxxx
109 1/8 X 96
145 1/8 X .96
181 1/8 X. 96
109 1/8 X 120
145 1/8 X 120
106 5/8 X 80
lag 5/8 x 80
178 5/8 X 80
106 5/8 X 96
142 5/8 X 96
178 5/8 X 96
106 5/8 X 12Q
1a2 5/8 X 120
119 5/8 x 80
143 5/8 x 80
191 51 X 80
1143 5/8 X 96
19l 5/8 X 96
119 5/8 x 120
1191 5/8 X 120
1/ 1/a X b
141 1/4 X 8011291/4 x eO
117 1/4 X b
141 1/a X 96
l89 1/4 X 96
I
117 114 X 120
1141 1/4 X 120
189 1/4 X 120
12
14
r
12
14
12'
14
12
14
l6
12
4
12
14
18
14
1e
12
I le
12
14
16
I 12
la
16
I 12
14
6
12
14
6
12
4
12I14
12
la
16
12Ic
l2
l4
to
I 1128
12Ito
12I14
16
I 12'
t4
to
I 12
14
16
12
14
12
4
12
14
12
14
16
12
c
12
la
le
I la
1.8
12I19
12
14
16
12
14
6
I
12
11
19
10
10
10
12
12
8
8
8
10
10
10
12
12
I 8
8
8
10
10
lc
I 12
I `_ 8
8
I ! 10
10
I i2
12
0
10
10
12
12
8
8
8
10
10
10
12
2
B
8
8
10
10
12
I 12
b
8
8
I !
0
10
10
12
l2
t2
10
10
10
12
12
8
8
8
10
10
10
112
I 12
8
8
8
I 1100
12
12
8
8
1
10
t0r6p800
12I
i2
2
5 5 5
5 5. 5
5 5 5
5 7 8
5 7 8
4 4 4
I 4 4 4
a 4 4
I
5 5 5
5 5 5
5 5-. 5
I 6 7 8
6 7 8
4 4 a
4 a 4
4 a a
5
5 I 5 5
5 5
6 7 8
I 6 I 7 8
4 4
4 I 4 4
4 a 4
i --- I IT 5
I 5 7 8
7 e
c a
71In `L-'1%
rdC.'HCR NCT_S - -
3JC< US:' SAME A iC
FLORIDA EXTRUDERS
IN T . IN. SANFORD. 'FL
SLIDING GLASS DCOR
INSTALLATION IT = SCREVS
BE
FL= _C= 7
CONCRETE OR SHIM. -S PE'C'DMASONRYOPENING (SEE NOTES)
BY OTHERS
CAULK BETVEEN
DOOR FLANGE
B WOOD SUCK CAULK BETWEEN
PERIMETER -OOD BucK
CAULK, Bi MA$'Y. OPE NjNG
O'HE OTH_RS
ST UCC
er OTr'.ERS
INSTALLATION ANCHOR
1 8 SCREW (T YP. WHERE
TAPCONS ARE NOT RED -DJ
SLIDING GLASS
DOOR FRAME
SILL
L d/
d A
D
INSTALLATION ANCHOR
3/16" DIA. TAPCON
INSTALLATION ANCHOR
K9 SCREW (i YP. WHERE
ONE BY VOOD TAPCONS ARE NOT REDID.)
BUCK BY OTHERS
1 1/r' MIN. EMB_ DHENT
SLIDING GLASS
DOOR FRAME
MAX. JAMB
p , SHIM SPACE
tl
LSLIDING GLASS
DOOR FRAME
HEAD
TEMPEREDGLASS (TYP.) -
DOOR
HEIGHT
D
G
EMBEDMENT
A 1-1/4" MIN.
o
LIBERALLY APPLY —
CAULKING UNDER SILL
OR SET SILL IN BED INSTALLATION ANCHOR
OF CONCRETE 3/16' DiA. TAPCON
SECTION A -A
TEMPERED GLASS
TYP.)
PERIMETER
CAULK BY
OTHERS
S.G.D. WIDTH
MAX. SHIM SPACE
1 1/4' MIN.
EMBEDMENT
ONE By WOOD
I BUCK BY OTHERS
CAULK BETWEEN
d WOOD BUCK L
HAS'Y. OPENING
BY OTHERS
SHIM AS RED'D.
SEE NOTES)
1
INSTALLATION ANCHOR
3/16' DIAL TAPCON -
Q CAULK BETWEEN —
DOOR FLANGE
i WOOD BUCK
CONCRETE OR
HASONRY OPENING
BY OTHERS
CONCRETE OR
MASONP.Y OPENING
BY OTHERS
INSTALLATION ANCHOR
3/16" DIA TAPCON
SLIDING GLASS DOOR -
HOOK STRIP
1-1/4' MIN. EMBEDMENT 1 11
d
tC L
CAULK BETWEEN
i
WOOD BUCK t
MAS"Y. OPENING
BY OTHERS
CAULK BETWEEN
HOOK STRIP 6
WOOD BUCK
Q
ONE BY WOOD —
BUCK BY OTHERS
STUCCO
BY OTHERS
uK.41 liuilu )A B.O.A.F.TEMPERED GLASS JTYP.) P. SECTION B`'ACI'
1[7REg' SLIDING GLASS QOR
Y` INTERLOCK
MASTER FILE # HOCK STRIP DETAIL
O DOOR NATERIAL ALUMINUM ALLOT 6063. 2) TAPCON TYPE INSTALLATION ANCHORS MUST BE Or SUFFICIENT LENGTH TO ACMIEVE M1N. CNBCDHENT
OF 1-1/4• INTO MASONRY DR CONCRETE. -
31 ALTERNATE TAPCON INSTALLATION ANCHORS FRONT TO BACK IN ALL FRAME MEMBERS.
4I IAPCON ANCHOR CHART ON BACK OF THIS SHEET.
5) USE SILICONZCD ACRYLIC CAULK BEMI.D DOOR FLANGE AT HEAD t JAMBS
6) USE SILICDNIZED ACR TLlC CAULK FOR PERINCTER SEAL AROUND EXTERIOR OF DOOR
7) IF EXACT DOOR S12E IS NOT LISTED IN ANCHOR CMART, USE ANCHOR QUANTITY LISTED WITH NEXTLARGERSIZE, FOR THE NOT DESIGN PRESSURE REO-D.
BI FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE L CONFIGURATION To FINISHED OPENING
PLACE IAPCDNS. IN FRONT OF HOD( STRIP AS SHOWN.
9> GLASS THICKNESS MAT WART PER REDUIREMENTS OF ASTM E1300 GLASS CHARTS101ALLFACTORYAPPLIEDMOUESNOTOESIGNATCDFORTAPCDNANCHORSHOULDBE FILLED WITH 16 SCREWS
OF SUFFICIENT LENGTH 10 PROVIDE MIN 5/B' EMBEDMENT INTO WOOD BUCK.
III DOOR UNIT S APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS.
12) JAMB / SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAN SEALER. I3) SHIM AS REO'D. AT EA. SET pF INSTALLATION ANCHORS. MAa ALLOWABLE SHIN STACK TO BE 1/4'.
1.) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSIDM RESISTANT MATERIALS. IS) VHERE 'X' REPRESENTS MOVING FAMEL AND '0' REPRESENTS FIXED PANEL APPROVED
CONFIGURATIONS APE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET. 16) NOT ALL CONFIGURATIONS LISTED ABOVE ARE SNOVN ON THIS DRAWING. HOWEVER INSTALLAIION
EXTERIOR ELEVATION SECTIONS •A -A' 'B-B• L HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED
2 PANEL DOOR SHOWN COAL IGUR ATIOHS.
171 INSTALL W TPPCON IM EACH PAIR OF FACIORT APPLIED INSTALLATION HOLES UNLESS NOTCDOTHER13EONANCHORCHART. SEE 9ACK OF THIS SHEET.
18) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO
2000 SERIES AND 500 SERIES.
REVIDESCRIPTION I DATE IINI EXTRUDERSLDPIDAINT. INC. SANFOPD FL
TITLE: SLIDING GLASS DOOR
INSTALLATION WITH TAPCONS
DP-awN BY: BB I APPP.OVED BY:
N..... 7I DC/ni I-,r. NiTc .,,,,• -. .
T APCON ANCHOR. CHART
NOMINAL DOOR DOOR QUANTITIES IN HEAD a SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP
SIZE AND SIZE UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF--TO 61 PSF TO
CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF
4068 XX, Ox, XO 4S X 80 3 3 3 4 4 4 3 3 4
5068 xx, X, XD 60 X 80 3 3 3 a 4 4 3 4 4
6068 XX, OX, XO 72 X 80 4 4 4 4 4 4 3 4 5
6068 XX, Ox. XO 96 X s0 5 5 5 4 4 4 3" 4 5
10062 XX' OX XO 120 X 80 6 7( ) 4 4 4 3 4 5
5080 xx, 0x, x0 60 X 96 3 3 3 5 5 5 4 5 6
15 I Is80XX, Ox, XO 96 X 96 5 5 5 5
10080 XX, OX. X l20 x % 6 F 7 > 5 5 a 6 6
50100 xx, OX, XO 60 x 120 3 3 3 6 6 6 5 6 7
60100 xx, Ox, X 72 X 120 4 4 4 6 6 6 6 7I 8
80100 xx. ox. X 96 X 120 5 S A 6 6 7 (DI) 6 8 9
9069 OXO 109 1/8 X 80 5 5 6 4 4 4 3 4 5
12068 OXO 145 1/8 X 80 7 17 9 (D2) 4 4 4 3 4 5
15068 OXO lei 1/8 X 80 8 10 (D2) 11 < 3) 4 4 4 3 4 5
9060 OX0 i09 1/8 x 96 5. 6 5 5 5 4 6 6
12080 OX 145 1/8 X 96 7 8 (D1 9`< ) ' 5iji ii i:''. 4 6 6
15080 OX0 181 1/8 x 96 8 5 5 5 4 6 6
90100 OX 109 1/8 x 120 5 5 7:; t1 Fi'a; D1) 6 8I 10
120100 OXO 145 1/8 X 120 7 6 6 7 <Dll 6 8 10
9068 XXX 106 5/8 X 80 5..,._,.. _ 4 4 -:
4ip
5
12068 XXX 142 5/8 X 80 7 7 8 (DI) a . 4' ; 4 I 5
15068 Xxx 178 5/8 X 80 8 1 -1 4 a 4 5
9080 XXX 106 5/8 X 96 5 5 6 5 5 5 6
12080 xxx 142 5/8 X 96 7 8 (Dl) 9 (D2) 5I 5 5 6
15080 XXX 178 5/8 X 96 8 11 (D3) 3 5 5 5 6
90100 xxx I06X 120 5 i100xxx1425/8 x 120 7 n n (r)-) 6 6 17 10
I0068 OxXO 119 5/8 X 80 6 6 7 CD1> 4 4
4H12068OXX 143 5/8 X 80 7 7 8 (DI4 4 4I16062OXX 191 5/8 x 80 9 10 (DI) 1P CD3) 4 4 4
I d UXXU 1 /b X 76 b 6 7 (Dll 4 b12080xx01435/8 x 96 719 8 (Dll 9 (D2) 5 I 15 I4616080OxXO1915/8 X 96 I D3) 14 (DS) 5 5 a
1OXXO I I 9U161 I (2010I I I I I 00OXXQ1519/8 X 120 10 (D D 6 6 cDl> 6 8 10 10068
xxxx Ili 1/4 x 6 6 4 4 4 4 D I
I I I 14 I 16068XXXX1891/4 X 80 9 (DI) 10 (D2) 12(DD4) 4 4 3 4 5 10080
xxxx 11 i/4 x b 6 7 (DI) 12080
XXXX - lai 1/4 x 56 7 18 (D1) S (D2) I 5 I 5 I S I a I I 16080xxxx1891/4 X 96 9 (DI) 1A (D4) 12 ('5> 5 5 5 6 6 100100
XXXX ll7 I/4 X 120 DI) 6 I 6 7 CD1) 68 l0 L0100
XXXX 1=.1 !/4 X 120 I7 18S <DI) 16I0 cD3> 176 5 7 CDl)6 8 F10 bG100
XXXX 189 1/4 X 120 i0 CD'c) 3 cD5> 15 (D7) 6 I 6 7 cDi> 8 p10 FC
2 4 ANCHOR
NOTES: I)
IN SOME CASES TAPCONS ARE REQ'D. IN
BOTH FACTORY APPLIED INSTALLATION
HOLE. 'D1' THRU 'D7' DESIGNATES
1N WHICH SIZE 2 CONFIGUREATIONS
TWO TAPCONS ARE REO'
D. 2> '
DIMEANS, INSTALL TWO TAPCONS IN ONE
SET -OF INSTALLATION HOLES. 3) 'D2'
MEANS, INSTALL TWO TAPCONS IN TWO
SETS OF INSTALLATION HOLES. 4) '133'
MEANS, INSTALL TWO TAPCONS IN THREE
SETS OF INSTALLATION HOLES. 5) -D4'
MEANS, INSTALL TWO TAPCONS IN FOUR SETS
OF INSTALLATION HOLES. 6) 'D5'
MEANS, INSTALL TWO TAPCONS IN FIVE.SETS
OF INSTALLATION HOLES. 7) 'D6'
MEANS, INSTALL SEVEN TAPCONS IN SIX SETS
OF INSTALLATION HOLES. 8) 'D7'
MEANS, INSTALL EIGHT TAPCONS IN SEVEN
SETS OF INSTALLATION HOLES. 9) LOCATION
OF ADDITIONAL TAPCONS IN HEAD B
SILL SHOUL-D BE PRIORITIZED AS FOLLOWS:
A: FIRST
ADJACENT TO INTERLOCK OR BUTT STILES
IN HEAD 8 SILL. B: SECONDLY,
AT EACH END OF HEAD - 8 SILL
NEAP. JAME CORNER., IF NEEDED. C:
LOCATIONS
IN HEAD 6 SILL OTHER THAN AS
LISTED IN A 6 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
b SILL CORNERS. C LOCATIONS
IN JAMBS OTHER. THAN AS LISTED
IN A 8 B. r n
nn -1 EXTRUDERS R\ 1LAINT. INC. SANFORD. FL. mLE, SLIDING
G!_ASS DOOR TAPCON GL-
SS CHART L , n
L.E. _._
CIVILrE302 „i1 _;._.
sE+w
N.T.S, oJe'cr'__x)05=
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
293 243 229 220 219 219
38.375
138 109 101 91 85 85
50.625
85 78 70 63 62
54.625 108
80 73 65 59 58
55.625 102
53 48 43 37 36
63.000 69
34 31 27 23 22
72.000 45
CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT & APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-0365 / FAX 407 805-0366
CA020035
JAN. 11, 02
01-1201
GENERAL ALUMINUM CORPORATION
VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION, DIE #1446
FLANGE
VERTICAL
P.W. SIZES
WDW. WTH. >
WDW. HGT. V
16.000 24.000 36.000 48.000 73.000
16.000 3026 3026 3026 3026 3026
24.000 1009 897 897 897 897
30.000 587 478 459 459 459
36.000 384 299 266 266 266
48.000 188 140 112 105 105
60.000 93 67 51 45 43
72.000 52 37 28 23 21
CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE
WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT & APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-03651 FAX 407 805-0366
CA020036
JAN. 11, 02
01-1201
MULLION
ANCHOR
BRACKET
WINDOW
FRAME SILL
TYP.)
WINDOW
FRAME HEAD
TYP.)
SEE NOTES —12 & #3
D 4
INSTALLATION
ANCHOR
TYP.)
8 SELF .TAPPING
SMS (TYP.) MULLION
ANCHOR
BRACKET
a
MULLION
v
DIE NO, 1447
ACTURER NAME. MULLION
A I A . DIE NO. 1447 D
FILE # 6
SECTION B-B
DWG No: GEN-0453
INSTALLATION
ANCHOR
TYP.)
D
a
SUBSTRATE
v
v
SECTION A -A NOTES:
1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1447,
WHEN USED TO MULL SINGLE HUNG AND R PICTURE WINDOWS HEAD TO SILL.
TM"CTI N ATTACH MULLION TO SUBSTRATE WITH 3/16' DIA.
0
Z) IN MAS NRY C NS U
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, T ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMING.
4) MUL.LION ATTACHMENT IN SECTION B-B IS TYP. AT JAMBS.
4
GENERAL ALUMINUM CORP.
CARROLLTON, TEXAS
TITLE' FIN HORIZONAL MULLION INSTALLATION DETAIL
c ALUMINUM TUBE MULLION, DIE N. 1447
EXTERIOR E I___ E V A T I NOP AREA _ _ _ _ DRW B B APR _ _ _ _ DATE 3/17/02r.,
t`d.
a WT/FT, SCALE- HATL,-_-- DWG NW G - HALF EN 0453
r uc
f" PR RAREk. ®'ir PitODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWr., HCA7HROv, FLORIDA 32746 PHONE 407-805-0365 FAX 407-80S-0366 '
s
GENERAL ALUMINUM CORP.
HORIZONTAL MULLION DESIGN LOAD CAPACITIES
EXTRUDED ALUMINUM TUBE MULLION #1447
WHEN USED FOR MULLING TRANSOM
64 tl
FIN
HORIZ.
MULLION
MULL SPAN>
WDW. HGT. V
51.000 59.000 72.000 94.000 104.250
25.000 232 157 93 38 26
37.375 206 138 81 33 23
49.625 197 129 74 30 21
53.625 197 128 73 29 20
54.625 197 128 73 29 20
62.000 197 127 71 28 19
71.000 197 127 70 27 18
NOTES:
CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1447 USED HORIZONTALLY.
CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN.
WINDOW HEIGHTS SHOWN ON "Y' AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS
BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT.
READ MULLION SPAN AND WINDOW HEIGHT IN INCHES.
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF.
PREPARED BY:
PRODUCT & APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-M5 I FAX 407 805-0366
CA020G40
12J an-2002
01-1201
gnu
A, a
D'NG NO: 1-0450
MULLI(
ANCH(
BRACK
WINDOW
FRAME JAMB
TYP.)
STALLATION
VCHOR
YP. )
8 SELF TAPPING
SMS (TYP.)
MULLIUIN
DIE NO. 1448
SECTION A- A
MULLION
ANCHOR
BRACKET
MULLION
DIE . N0. 1448
INSTALLATION
ANCHOR
TYP.)
i
4' v SEE NOTES
2 & #3Ia o
o
I' v—'
v
EXTERIOR ELEVATION MANUFACTURLER Nj
NOTES: ASTER FILE
1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO.
1448, WHEN USED TO MULL SINGLE HUNG ..AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP . .
SIDE. CARROLLTON,' TEXAS
2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16"
DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETAI_
EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1448
3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 _ ---
SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1.-3/8" MIN. EMBEDMENT INTO WOOD AREA: _ _-- ORN: JS APRw: DATE: 3/1 7
FRAMING. WT/FT: -- SCALE: HALF MAIL. ---- DWG NO:
PREPARED BY: PRODUCT TECHNOLOGY CORP.. 250 INTERNATIONAL PXWY. HEATHROW, FLORIDA 32746 PHONE 407-805-0365 FAX a07-'_:5-C`s'` .
i
X
GENERAL ALUMINUM CORPORATION
VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION, DIE #1448
FIN
VERTICAL
S.H. SIZES
18.000 E724.000 30.000 36.000 48.000 53.125
WDW. WTH. >
WDW. HGT. V
36.000 506 427 390 379 379 379
319 262 231 215 208 208
44.000
48.000 263 213 186 171 160 160
60.000 129 102 87 78 68 66
72.000 72 57 48 42 36 34
CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT & APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-0365 / FAX 407 80-SM66
ft
CA020037
JAN.11, 02
01-1201
GENERAL ALUMINUM CORPORATION
VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION, DIE #1448
Q &u
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 91448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT & APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
CA020038SUITE250
HEATHROW, FLORIDA 32746 JAN. 11, 02
PHONE 407 805-03651 FAX 407 805-0366 Ot-1201
r-11
7T[•
1. TESTED IN ACCWDANCE WITH STANC4;D I311 LOIND CODE. CHAPTER 17, TO A POSII IVE
AND NEGATIVE 37,5 PSF.
2. CASH M-Ke T;S REPRESENT VARID.S 0SECTIONHE111S.
3. FCIR SECT ION 7' HIGH DOOR 5NC1W. 8' HI OH DOORS HAVE
FIVE SEC71C5.
4. SECI ION HEIGHT OF 20.812. 19.00 A 16.75 ARE AVAILABLE
AND MAY BE LSED IN DIGiNATION ID AOHIEVE
VAR OL.6 HE ICHI DOORS.
5. DA3O5S1.ENT PATTERN OF 14. 50 X 20. 375 SHOWN. ALTERNATE
PATTERNS OF 12.50 X 43.375 AND 12. 50 X 20. 375 MAY BE
USED.
6. TORSION SPRINGS SHUt" EXTENSICN SPRINGS AVAILABLE.
7- USE THIS -ET. REF P/N 405964-0002, :ON
8' HIGH DOORS ONLY.
8. WINDOW MAY BE 'INSTALLED IN THE TOP SECTION OR THE
SECTION IMEDIATELY BELOW THE TOP SECTICN.
2X 6• W1700 JAAB 2• •
X !• W000 JAA6 OR
EOUI VAL ENT P/
N 405964-0001 1/
4• TRACK BOLT 5/
16 X 1 3/4• 5• REF LAG
SCREW OPENING
HE TOR T I
VARtES1 T It8.
5f M
I LEDNINS.
HELOHT . NNS
I SCALE:
1/8 f
9.
THE STRUT PLACD,ENT ON CYiDRS CCNSTRLiCIEO WITH 5 OR k4)RE SECTIONS MIST BE C0SISTENI
WITH THE DOOR SNO,Y,. THE STRUTS FOR THE ADDITIONAL INTE - 'TER FILE INAP
RCV
P SECT
IONS ARE TO 9 RCY v BEPIACEDASiIOMNONTHE7HIRp $ECIION. 10.
THE STRUT PLACEAENI Df MD&tON CN ALL SECTIONS LESS THAN 20.812• REOI.
CED BY THE DIFFERENCE EETW[EN THE ACTWL SECT ION, HE I CHI • 20.812•. ®® 11.
SCREW P/N 6059T1-0001 IS A I— CIA X 5N8• LOUD TYPE AB HEX HEAD ME IAt SCREW 12.
POST TO BE INSTALLED ONLY WHEN HIGH WILD WASNINGS ISSUED. lJ.
STRUT PLACEMENTS CAN VARY •3•. 11.
0.MNTITvFORROCKS CAN BE 0, 1, OR ? _ TRACK
1
I+--968 END HI NI E II -I ;
i .9i'TN"{Fib' 2
093J iiL
i J C it u "1{ h la JU I ! II y ®
F AM-0 II VIEW
ACX
1/
8, CGS 2'
iIRAOC 9
THK (VERTICAL) I- 1 III SECTION "
C-C" 2•
X 6• WOOD JALIB 2'
X 4• JAA.9 "D"-'-T SCALE: 1/2 AWOODLEN
OREOUIVALENT. I
ZCNTAL TRADE C _
TERBALANCE R
TIONAL SPLICE IN HORIZONTAL
TRACK Ai I 407605-0004-- TOPOFRADIlJS2PLCS4TYP04
40482E-0003 If405964-
0002 "D"
TYP 2 PLCS JYP
2 PLCS 4-
0002 a 400650-0001 TYP13
PLACES TTP_
2-PLCS. 046450-
0003 404828-0003 TYP
2 PLCS 5
00 36.00 E .
B. .8. STANDARD
TRACK DETAIL FOR 16' 405771-0001 Pn, 404328-0003 SCALE:
1/76' T• 16'-0' MAX. WIDTHSCALE:
1/18•=1• SERIES280TIRU289AREEOUIVAL04TM61STRILCTIOV25CASTEELINTERIORELEVATIONSERIES180ARES4ECaSTRLCTICNASSERIES280ONLY24GASTEELAt\
DETD CAPS DOOR
TESTED WAS 251 SERIES. FIXTI.
REIi
OPTIONAL
WINDOW DETAIL SCALE:
3/32 LATE
400650-0004 SPRING ANCHCR SHAFT
HS-TOPOONLYBRACKET Li
WIgTH
CENTER STILE ROLDOOR ETDSTILESTRUTS/SECT. ROLLER YERTI T ruADWARE JMFMT) 16'
3 S1NOlE YES F 6102" X 7/16' 049" 100 STD- i
DETAIL '
F" SCALE:
1 /4 16'
WIDE) N
S11LE 38680-0004,5.E a2 S) 07603-
0001 9
PLCS) II
L- -
C• 409327-
0001 w +
olal 1mNWc. I.NW..IIs a 1"IW + uW.
W IV mroa Na Y4@M
K Mn.l nl•4 nllo M.. WR4gAALmqI•d N rw1AD11N• w•
IKry4W"O A'
LER
SEE
NOTE4 STRUT
TOP
FIMAREH
I NE£ •. 401199-
0001 1YP
2 PLCS 404828-
0003 TYP
2 PLCS 1
7/8' TFIO. SECTION '
A/A' SCALE:
1/4 F"
061601-
0000 a - DESIGN
LOAD E
rJSF ±
z166®
TEST LOAD 7
0• 9dOt11Nl 37.5 PSF ± 8•_
0• MAX
HE I G4T ^--- -- -- 21.
57® 0
12• <
1 405771-
0002 a 404828-
0003/,i'% •%y.6'/> MID
CY-DSERIES
2s0 t 180 r„ •
v.
W M.
Y13lN I_S 01/13 /98 RE51 Stl OR 18'-Q• MAX e®
wWIDTH. tri MLbJD N/AIv
DAV10 FA 02/19/98 •,,... 409335 J N
p 14o:tW.4
1
I
I
STRUT—
y
REV PER U. 10tap Stubr9a C0575aREVP[p U. 10H1 vurae c
ANCHOR W/ O 0C RCv PEF Dr tot!
5/16 X
1 3/4• O I 2 11/32'
LAG SCREW +{ i _ 091 MIN _ 7/t6.25 T-LENGiH DOOR WIDTH 1
O 6.04 Y +t
t06 THC. -" 1/8 0 0 0 2T1/16W' 0
N2IS/32 9n6•t 7/B OOODO
1 + s/e MIN THK + 4 5/8' O
F--4,00—+i .070 MIN-y .- I_ 0 0 0
2 7/16'
PIN 400650-XXXX, ROLLED HS-X STRUT
P/N 409328-0001 PLATE. 1-4LSP P/N 401199-0001, TOP FIXTURE P/N 405771-XXXX BOT. FIXTL,RE _ PART N..AQER IN.TFK STRUT
FOR 190,2110/2901190 SERIES 400650-0001 .030 HS-1ATTACHTODOORWITH400650-0004 .020 HS-04SCREWSP/N 605911-0001 ATTACH TO DOOR WITH
3 SCREWS P/N 605911-0001 P/N 061601-0000. SLICE LOCK ASSY
WE
DOORSECTION
A'
m
I 1
I
I
7' HICHDOOR
0575REF
0 0
O O
6.DO
L 0 0
I5.00—+7
P/N 409331-0001 PLATE. FLOCK
7777 Pp6i^IASSY
SHOWING FLOOR
PLATE
PM 409326-X)= POST ASSY, VERTICAL
2 9/32
070 MIN
DOO
3 3/16
o 0
000
7 /76
PM 407603-0001. CENTER HINGE
STEEL DOORS
ATTACH TO DOOR WITH
4 SCREWS P/N 605911-0001
LATE
2.765 156 DIA
Fes--3.00- .375 DIA
P/N 608069-DO01 PIN
2
1.25
O OO
PM 408679-0001 LINK
9/32
O2
070 MIN
1/2' H o c 2 3/e' H
O 108 MIN 108 Mimi i
3 3/16 0
o o
P/N 405964 k 046450. BRAC(ET, SCAB PIN 405964-0002. BRACKET. SCAB JOINT
PART. 14l.6ER ' L'
P/N 407605-)O=. END. HINGE 405964-0001 3-1r4
RESID. STEEL DOCKS 046450-0003 4•
PMT K. BER 'K
407a03-0m .es SCAB ORACKET DE TA LS407a03-0003,0
40705-0004 !
07605-0005 0
ATTASTO DOOR WITH TH4
SCREWS P/N 605911-0001 1.
80 p pG-lE C-,`raa3 rG . .•
i! 4
j .44 .44 P/
N 404828-0003 ROLLER ASSY, TR-1 TR-
1 ROLLER LOAD: 50 LEIS. MAX. 11t- .
187 1.
25 1.2.50-1 REF F7p
O f
O ,
4.
00 L
O 375
DIA 4
HOLES P/
N 408876-0001 SlPPORT w
W oimm a r..R ETD
CAP 405794-
0001.2.3 TER STILE STD
ON 150 SERIES PM 408650-0004,5.E NOT ..
REQ'D ON -280 SFJ2lE5-.. - - _.. SCREW
P/
N 605911-0001 OR = P/
N 805379-0001(SELF-DRILLINGt / -'I}'• SECTION '
G-G' STEEL
STRUTS 18-
WIDE OOOEt$) r '
I i,r• A1.
YQtils 01/13/ 8 RESISL DRt16?q IM)L: T
eos WIDTH, IPOL— wA
DAVID Fly1 02/19/ya . ¢0933'S n.P. , s ,...w4, 1 e'a4EEAW DAVID FqW 02/19/g8 w, 3/ ;1 t41n = s e 0
MIAMI- E MIAMI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
ME'rRO-DADE FLAGLER BUILDING
140 wIS"r FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130-1563
PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375-2901 FAX (305) 375-2908
Premdor Entry Systems CONTILWTOR LICENSING sl?CTION
911 E. Jeferson, P.O. BOX 76 (305)375-2527 FAX(305)375-255s
i Pittsburgh ,KS 66762 CONTILW rOR ENFORCEMENT DIVISION
305) 375-2966 FAX (305) 375.2908
PItoDUCr CONTROL DIVISION
305) 375-2902 FAX (305) s 72-6339
Your application for Notice of Acceptance (NOA) of.
Entergy 6-8 SIE Inswing Glazed Double w/sidelites Residential Insulated Steel Door
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this
product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the.
use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined by BCCO that this product or material fails to meet the requirements of the South Flor a
Building Code.
The expense of such testing will be incurred by the manufacturer.
ACCEPTANCE NO.: 01-0314.17
V- PIRES: 04/02/2006 Raul xoangucz
Chicf Product Control Division
THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW CONIMITTEE
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.
1
APPROVED: 06/05/2001
Francisco J. Quintana, R.A.
Director
Miami -Dade County
Building Code Compliance Office
sO450001\pc2000\\templates\notice acceptance cover page.dot
PRODUCT PERPDRMRnce DATA CODE'.
IL
METRL--EDGE STEEL DDDR in WDDD PRRME
PRODUCT CERTIPICRTIon SHEET - n3z _ Ns
Valid for the following side -hinged door arrangements (Sheet 1 of 2):
GLRZED ODORS - Gv, nOfill(1RL HEIGHT:
0
0
Single Door with Sidelite Single Door with Sidelite
on Hinge side on Strike side
0
Single Door with 2 Sidelites
O
0
Double Doors
DOOR STYLES -114 GLRSS:
goo
100 Series 133, 135 Series 136 Series 680 Series 822 Series
112 GLRSS:
5
1 y;
105 Series 106, 160 Series 129 Series 200 Series 12 R/L, 23 R/L, 107 Series 108 Series 304 Series
24 R/L Series
MULTI_ ME_STL_WD_GLZ-1
EntergyEntrySystems
Out 9M— of prod- inW wMeM matn $Wk9bni, dnvft and pro" dfW subject to Wtge wibhM notice.
PRODUCT PERPDRMRnce DATA '
METRL--EDGE STEEL DOOR I(1 WOOD PRRRIE
PRODUCT CERTIPICRTIOR SHEET CY2r i Daps - I wf r3 6
Valid for the following side -hinged door arrangements (Sheet 2 of 2):
314 GLRSS:
n a
L
404 Series 410 Series 450 Series
FULL GLRSS:
m -
r+T'Ze
109 Series 114, 120, 122 Series 152 Series 149 Series 300 Series
SIELITE STYLES:
F
680 Series 129 Series 200 Series 12R,12L, 2311, 450 Series 152 Series 149 Series
23L, 24R, 24L
Series
J pp tS0+5 -SO,S IMPRCT No MULTI_ME_STL_WD_GLZ-2
Entergy- - Entry Systems
Our conWNilp program of product 0-proremem mska spedgcslbns, design and product dotal t000 10 UUsnge -0=1nolice.
Premdor Entry Systems ACCEPTANCE No.: 01-0314.17
APPROVED JUN 0 `5 2001
EXPIRES April 02, 2006
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. SCOPE
1.1 This renews the Notice of Acceptance No. 00-0321.19 which was issued on April 28, 2000. It
approves a residential insulated door, as described in Section 2 of this Notice of Acceptance,
designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade
County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do
not exceed the Design Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 The Series Entergy 6-8 S/E Inswing Glazed Double Residential. Insulated Steel Doors
w/Sidelites and its components shall be constructed in strict compliance with the following
documents: Drawing No 31-1028-EM-1, Sheets 1 through 6 of 6, titled "Premdor (Entergy Brand)
Double Door with Sidelites with 1/8" Glass- in a Wood Frames with a Bumper Threshold
Inswing)," prepared by manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the
Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and
approval date by the Miami -Dade County Product Control Division. These documents shall
hereinafter be referred to as the approved drawings.
3. LIMITATIONS
3.1 This approval applies to single unit applications of pair of doors and single door only, as shown in
approved drawings. Single door units shall include all components described in the active leaf of
this approval.
3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle
between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed in
non -habitable areas where the unit and the area 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): the installation of this unit will require a hurricane
protection system.
S. LABELING
5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance
6.1.2 Duplicate copies of the approved 'drawings, as identified in Scction 2 of this Notice of
Acceptance, clearly marked to show the components selected for the proposed installation.
6.1.3 Any other documents required by the Building Official or the South ida Building Code
SFBC) in order to properly evaluate the instal 'on f this syst
Man el Perez, P.E. ProducC& of Examiner
Prod ontrol Division
Premdor Entry SystemsJ
ACCEPTANCE No.: . 01-0314.17
APPROVED : JUN 0 5 2001
EXPIRES April 02, 2006
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed
and the original submitted documentation, including test supporting data, engineering documents,
are no older than eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city,
state, and the following statement: "Miami -Dade County Product. Control Approved", or as
specifically stated in the specific conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if:
a. There has been a change in the South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code. changes.
b. The product is no longer the same product (identical) as the one originally approved.
C. If the Acceptance holder has not complied with all the requirements of this acceptance,
including the correct installation of the product. .
d. The engineer who originally prepared, signed and sealed the required documentation initially
submitted, is no longer practicing the engineering profession.
4. Any revision or change in the materials, use, and/or manufacture of the product or process shall
automatically be cause for termination of this Acceptance, unless prior written approval has been
requested (through the filing of a revision application with appropriate fee) and granted by this
office.
5. Any of the following shall also be grounds for removal of this Acceptance:
a. Unsatisfactory performance of this product or process.
b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any
other purposes.
6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the
Notice of Acceptance is displayed, then it shall be done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies,
shall be provided to the user by the manufacturer or its distributors and shall be available for
inspection at the job site at all time. The engineer needs not reseal the copies.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of
Acceptance.
j
9. This Notice of Acceptance consists of pages 1, 2 and this last page 3.
END OF THIS ACCEP NC
ere , P.E., Product Co -ExaminerManuW
ProducrControl Division
3
t
METRL-EDGE STEEL DOOR In WOOD PRRME
PRODUCT CERTIPICRTionSHEET 01- O 1 , ZO &oE-
Valid for the following side -hinged door arrangements (Sheet 1 of 2):
GLUED DOORS - 6,8,, nomim HEIGHT-
0
0
Single Door with Sidelite
on Hinge side
0
0
Single Door with Sidelite
on Strike side
3`6 TiOrQ-5 A
Single Door with 2 Sidelites Double Doors
DOOR STYLES - 114 GLRSS:
Hog
100 Series 133, 135 Series 136 Series 680 Series 822 Series
112 GLRSS:
4
Li
105 Series 106,160 Series 129 Series 200 Series 12 R/L, 23 R/L, 107 Series 108 Series 304 Series
24 R/L Series
I -MULTI —ME STI—WD—GLZ-1
Entergy- Entry Systems
Our condruing voonm 01product hotavtroem mike smilcaton, deSign and Product d2ta Subject 10 dW9# wftL4n0kl.
PRODUCT PERPOR.mnncE ORTR
METRL--EDGE STEEL DOOR IR WOOD PRRMG
PRODUCT CERTIFICRTIOR SHEET - , 1 p 20 p p-,Ts,
Valid for the following side -hinged door arrangements (Sheet 2 of 2):
314 GLHSS:
g
Li Li
u
404 Series 410 Series 450 Series
FULL GLHSS:
zi
CA Qp
109 Series 114,120, 122 Series 152 Series 149 Series 300 Series
SIELITE STYLES:
s i " yf'a. f fir^' .4 . . i yr2r
680 Series 129 Series 200 Series 12R, 12L, 23R, 450 Series 152 Series 149 Series
23L, 24R, 24L
Series
DP+S0' -So' S IMPHCT N C MULTI_ME_STL_WD_GLZ-2
Entergy- Entry Systems
Ourtondmdng prognem of pro" YnprotememMAts specidCillarm design end product dens su*0toctwge without notice.
M.I AM I•DADE PRODUCT
CONTROL NOTICE OF ACCEPTANCE Premdor
Entry Systems 911
E. Jeferson, P.O. Box 76 Pittsburgh ,
KS 66762 IVIIAMI-
DADE COUNTY, FLORIDA METRO-
DADE FLAGLER BUILDING BUILDING
CODE COMPLIANCE OFFICE METRO -
FADE FLAG LER BUILDING 140
WI;S'I' F[.ACLER STIZEEI-, SUr11: 1603 MIAMI,
C'LORIDA 33130-1563 305)
375-2901 FAX (305) 375-2903 CONI'
1L\("1'Olt LK'ENSINC 305)
375-2527 I.AN (305) 375-2553 CON'
1'RAC1'01Z l-.Nl,OitCl•:JII;N'I' DIVISION 305)
375-2966 FAX (305) 375-2903 PRODL'(_'
1' CON'I'R01. DR'ISIOY 305)
375.2902 FAX (305) ,72-6339 Your
application for Notice of Acceptance (NOA) of Entergy
6-8 S/E Outswing Glazed Double w/sidelites Residential Insulated Steel Door under
Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction,
and completely described herein, has been recommended for acceptance by the Miami -Dade County
Building Code Compliance Office (BCCO) under the conditions specified herein. This
NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product
or material at any time from a jobsite or manufacturer's plant for quality control testing. If tills product
or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use
of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined
by BCCO that this product or material fails to meet the requirements of the South Florida Building
Code. The
expense of such testing Will be incurred by the manufacturer. ACCEPTANCE
NO.: 01-0314.20 EXPIRES:
04/02/2006 Raul i<oangucz Chicf
Product Control Division THIS
IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS
BUILDING
CODE & PRODUCT REVIEW COiNUNI FTEE 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 vlianil -Dade County, Florida under the conditions set forth above.
d APPROVED:
06/
05/2001 Francisco J.
Quintana, R.A. Director Miami -
Dade
Counh' Budding Codc
Compliance Office s0450001\pc2000\\
templates\notice acceptance cover page.dot
Premdor Entry Systems ACCEPTANCE No.: 01-0314.20
APPROVED JUN 0 5 2001
EXPIRES April 02, 2006
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. SCOPE
1.1 This renews the Notice of Acceptance No. 00-0321.22 which was issued on April 28, ;000. It
approves a residential insulated door, as described in Section 2 of this Notice of Acceptance,
designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade
County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do
not exceed the Design Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 The Series Entergy 6-8 S/E Outswing Glazed Double Residential Insulated Steel Doors with
Sidelites and its components shall be constructed in strict compliance with the following
documents: Drawing No 31-1028-ENI-0, Sheets I through 6 of 6, titled "Premdor (Entergy Brand)
Double Door with Sidlites with 1/8" Glass in a Wood Frames with Bumper Threshold (Outswing),"
prepared by manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade
County Product Control approval stamp with the Notice of Acceptance number and approval date by
the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to
as the approved drawings.
3. LIMITATIONS
3.1 This approval applies to single unit applications of pair of doors and single door only, as shown in
approved drawings. Single door units shall include all components described in the active Icaf of
this approval.
4. INSTALLATION
4.1 The residential insulated steel door and its components shall be installed in strict compliance with
the approved drawings.
4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane
protection system.
5. LABELING
5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by 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 Elorida Building Codc
SFBC) in order to properly evaluate the install. ion ofthis syste
Man l Perez, P.E. Product o trol Examiner
Prod Control Division
2
W Premdor Entry Systems ACCEPTANCE No.: 01-0314.20
APPROVED JUN 0 5 2001
EXPIRES April 02, 2006
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed
and the original submitted documentation, including test supporting data, engineering documents,
are no older than eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city,
state, and the following statement: "Miami -Dade County Product Control Approved", or as
specifically stated in the specific conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if:
a. There has been a change in the South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code changes.
b. The product is no longer the same product (identical) as the one originally approved.
C. If the Acceptance holder has not complied with all the requirements of this acceptance,
including the correct installation of the product.
d. The engineer who originally prepared, signed and scaled the required documentation initially
J submitted, is no longer practicing the engineering profession.
4. Any revision or change in the materials, use, and/or manufacture of the product or process shall
automatically be cause for termination of this Acceptance, unless prior written approval has been
requested (through the filing of a revision application with appropriate fee) and granted by this
office.
5. Any of the following shall also be grounds for removal of this Acceptance:
a. Unsatisfactory performance of this product or process.
b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any
other purposes. .
6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the
Notice of Acceptance is displayed, then it shall be done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies;
shall be provided to the user by the manufacturer or its distributors and shall be available for
inspection at the job site at all time. The engineer needs not reseal the copies.
S. Failure to comply with any section of this Acceptance shall be cause for termination and removal of
Acceptance.
9. This Notice of Acceptance consists of pages 1, 2 and this last page 3.
END OF THIS ACCEPT NCE
Nlan4 Perez, P.E., Product Co o Examiner
Produ 6ntrol Division
3
PREMDOR (ENTERGY BRAND) DOUBLE DOOR
WITH SIDELITES W/ 1/8" GLASS - IN A
WOOD FRAME W/BUMPER THRESHOLD (OUTSWING)
110 . 1 1/2' MINIMUM EMBCDNCNr
12) PER HEAD S SILL, (5) PER JAMB
ALTERNATC, 3/16' PfH TAPCONS
I 1/2' MINIMUM [MBEDMENT %
1/2' X 2' LONG STAPLES •
SCC NETS 5 MA%
MAX
14B 1/2'
MAX
37 1/4• 74• 37 1/4' —
MAX , MAX . MAX
TIAX 5' MAX MAX
4- MAX 5- MAX MAX
15' O.C. IS' O.C. 15' O.C. 15, O.C. 15' O.C. 15' O.C. IS' O.C. 15' D.C.
MAX MAX MAX MAX MAX MAX MAX MAX
B C
4- MAX
1105) X 2' F.H.V.S. IN EACH INSIDE JANB
110 X 2' F. V.S.
5) IN EACH INSIDE JAM
I
I
0r Isi NIA j
i
I
17 1/ ' MAX
O.C. SPACING
IB' O.C. i 5I D I. CofNINU
t v <31 ON
i
1
ii--
WIN SIDES
A 43 I /16' aon esD zcn¢s A
17 1/ MAX IB' O.C. TOP OF DOOR a. NARLOC DUD1oLr
DDu 1zD I i
O.C. SPACING T 4 OF LOCK i 22' X 64' f
VI%SEI LOCNS[r
i MAX DLO i — 80. 1 16'
aDEL DLZDD SERIES0RNARLOCL[X:%ICT i I MAX
17 1/ MAX
O.C. SPACING 10' O.C.
00CL I00 j
1
I
17 MAX
O.C.
I
SPACING
I L
j18' O.C.
i Ll j
6'MAX ! 1
110 . 1 1/2' MINIMUM CMB[DMENT12) PER HEAD L SILL. (5) PER JAMB B--t C—
ALT[RNAID 7/16' PFH TAPCONS 4• 15' O.C. 15- D.C. 15, D.C. IS' D.C. t55M D.C. 15' O.C. 15' D.C. 15' D.C.
I 1/2' MINIMUM EMBEDMCNr MAX MAX MAX MAX MAX AX MAX MAX MAX
4' MAX 5- MAX MAX 4.
4• ' MAX 4.
MAX
MAX MAX
I/2' + 2' LONG STAPLES
SEC -GTE 5
ATTACH ASTRAGAL THROW BOLT 08 x 1' LONG
STRIKE PLATE TO THE HEADER IN ALL REMAINING
AND THRESHOLD WITH 410 x 13/4' HOLES
FLATHEAD SCREWS
NOTES:
1.) WOOD BUCKS BY OTHERS. MUST BE ANCHORED 48 x 1 3/4" LONG
PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, FLATHEAD SCREWS
2.) THE PRECEDING DRAWINGS ARE INTENDED TO
QUALIFY THE FOLLOWING INSTALLATIONS.
A. WOOD FRAME CONSTRUCTION WHERE DOOR R.H. OUTSWING L.H. OUTSWING
SYSTEM IS ANCHORED TO A MINIMUM TWO BY WOOD
OPENING. ASTRAGAL
B. MASONRY OR CONCRETE CONSTRUCTION WHERE
DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY APPROVED A$ Ctmtt'LrN:'3'JGI Et TH°
STRUCTURAL WOOD BUCK. scuTMFl
C, MASONRY OR CONCRETE CONSTRUCTION WHERE
DOOR SYSTEM IS ANCHORED DIRECTLY TO CONCRETE
OR MASONRY WITH OR WITHOUT A NON-STRUCTURAL
ONE BY WOOD BUCK.
ALL ANCHORING SCREWS TO BE 410 WITH
C E Jeff B II INGCOO
BDE
Y
U
J PR001
T C NTROL DIVISION BUIL
CODE COMPLIANCE 0 ICE UM
1 1/2' EMBEDMENT INTO WOOD SUBSTRATE ACCEPTANCE NO. 01.03)4.Z0 u.. '
9/16' PFH TAPCONS WITH 1 1/2' MINIMUM EMBEDMENT x UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR INTO
MASONRY. OVERHANG SUCH THAT THE ANGLE BETWEEN THE EDGE OF CANOPY OR OVERHANG 4.
UNIT MUST BE INSTALLED WITH 'MIAMI-DADE COUNTY TO SILL IS LESS. THAN 45 DEGREES. UNLESS UNIT IS INSTALLED IN 0PROVED'
SHUTTERS NON -HABITABLE AREAS WHERE THE UNIT AND THE AREA ARE DESIGNED TO 5.
THREE STAPLES PER SIDE JAMB INTO HEADER ON SIDELITES ACCEPT WATER INFILTRATION. AND
DOOR, THREE STAPLES PER JAMB INTO THRESHOLD ON SIDELITES
AND DOOR. C I DADE COUNTY MODIFICATIONS 1/11/00 1JD 6
LATEX SEALANT TO BE APPLIED AT SIDE BY SIDE LINlrs RISS MIIED, FRAC DC[ A14 a DDED PA (DOOR OPTION 10-1-96 RS JAMBS
AND SIDELITES. EXfMIGNS: MESS VID, SId CDTL. Ill A ADD OTHER DOOR CONFIGURATIONS 12A8/ST 7.
DOOR/SIDELITE HEADER, DOOR/SIDELITE JAMBS, AND SIDELITE BASE LIR. REVISIa+s onrt sr PARE
WJ{: urclat ocra cur mtac ®vnla.ua CORNERS
ARE COPED AND BUTT JOINED. DX BT M11 1-29-9/AAII: ISCALE: N.T.S. 8. DOORS
SHALL BE PRE -PAINTED WITH A WATER -BASED EPDXY RUST PREMDOR ENTRY SYSTEMS 31-1028-EM-0 INHIBITIVE PRIMERPAINTWITHADRYFILMTHICKNESSOF0.8 TO 1.2 MIL. 911 E. tTF[RsON 9. FRAMESSHALLBEPRE -PAINTED WITH AN ACRYLIC LATEX WATER -BASED/ PIffS&&( KS66762 SHEET 1 OF 6 WATER -REDUCIBLE
WHITE PRIMER WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. REVISION LEffg C DESIGN PRESSURE
RAT[NGS WHERE WATER
INFILTRATION REQUIREMENT IS
NEEDED IT WHERE WATER
INFILTRATION REOUIREMENT IS
NOT NEEDED Positive 1 +
50. sF 0.5 QsF NeQct tiveT
A P V x 50.5 psF
EXTERIOR
37 I/4'
MAX 74' MAX
l3
1 1/4' 35 3/4•
MAX
22'
MAX DLO
8
r
t -
SHIM 11AX
m
MAX
1/2'
GLASS BITE
GLAZING DETAIL
SHERWIN WILLIAMS 850A aEXTERIORGRADELATEXCAULK
EXTERIOR
INTERIOR
29
1/8' TEMPERED GLASS
SEE GLAZING DETAIL
INTERIOR
SECTION A -A
OUTSWING
111 1/4'
MAX
R
XX
35 3/4'
MAX
t t '
t. '• 1. t't .
OTHER CONFIGURATIONS
37 1/4'
MAX
SEE GLAZING DETAIL
ulr i"
IJfiill l
30 24
9
35 3/4'
MAX
t
3/4-
MAX MAX
Tam SC7E I/d'/. \9C7 F 4iY:•. ,ia-07: LP.41 iW /.\\ n .
MAX MAX 112,
MAX
kip! 1 &4" 1. . . •8. $ \:.a•• •'i
APPROVED AS COMPLYING Vti7TH THE Lp11S lli[4 IORO, [RX QL
D. I IpAdfl afflDE 1111MRX LKISS Will, SIQ 0DrL Ill
oY
JIJn f;
oz n a
PROD TC TROLDI`/ISION PODOR ENTRY SYS11
BUILDING CODE COMPLIANCE OFFICE SfT
laPIfiS6 iJ, Q E6762 ACCEPTANCE
NO. 4 I-0314.Za VS
TO R
DOOR SHEET
2 OF 6 t
BVISIDI L[IIII C
80 11/16,
MAX
1/4" SHIM MAX
r- 3/4"
EXTERIOR
79 5/16'
MAX
FIN. FL.
SECiION B-B
2 BY WOOD BUCK
64'
MAX DLO
1 3/4"
INTERIOR
1 1/4"
MATERIALS LIST
ITEM NO. DESCRIPTION PART NUMBERI COMMENTS
1 WOOD HEAD JAMB 14 1 1/4' X 4 9/16' MTL, TO BE PINE OR EQUIVALENT
0 COMPRESSION WEATHERSTRIP 5 OCKSCREEN BRAND LOXS AL 9650 (BRONZE)
3O ALUMINUM ASTRAGAL rEM PREMDOR BRAND OR EQUIVALENT— 5/8' ALUMINUM ASTRAGAL
Q ALUMINUM -BUMPER THRESHOLD 15 PREMDOR BRAND OR EQUIVALENT - 1 1/4' x 4 9/16'
5Q TOP CHANNEL EM-08 PREMDOR BRAND - 1 11/16' - 20 GA STEEL
STEEL SKIN
IQX26U17I.D04 -.ODD) Ax IRIO ESS F
M
fxsk[ I1gn. XIX nraxss R¢ «pant 1[sr WRIZI Is 01
O POLYURETHANE FOAM CORE BASF FOAM - DENSITY 2.0 TO 2.5 1.bs./Ft'
BOTTOM CHANNEL EM-07 PREMDOR BRAND - 1 11/I6' - 20 GA STEEL
9 WOOD LOCK BLOCK EM-09 4' X 9 1/2' MTL. TO BE PINE OR EQUIVALENT
ID STRIKE STILE EM-06 PREMDOR BRAND - 1 I1/16' - 20 GA STEEL
Il HINGE STILE EM-05 PREMDOR BRAND - 1 11/16' - 20 GA STEEL
12 LOCK PREP FILLER PLATE EM-10 PREMDOR BRAND - .050' THICK- MTL. TO BE POLYETHYLENE
13 4'x4' HINGE EM-16 HAGER BRAND HINGE OR EQUIVALENT - .097 THICK (STEEL)
14 WOOD HINGE JAMB EM-13 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
15 HIO-24 x 1/2' F.H.M.S. 4) SCREWS PER HINGE INTO DOOR
6 ql0 X 2' F.H.W.S. 5) SCREWS THROUGH HINGE JAMB INTO SIDELITE JAMB, 8' DOVN FROM TOP,
THEREAFTERMAX18' O.C.
10) SCREVS THROUGH STRIKE JAMB INTO SIDELITE JAMB, V DOWN FROM TOP
MAX 8' D.C. THEREAFTER
6) SCREVS THROUGH EACH SIDELITE JAMB INTO SIDELITE, 4' DOWN FROM
TOP, MAX 15' D.C. THEREAFTER
17 nD rxvs. v/MINIIUM I v2 EMBEDMENT Da
3/16' PFH TAPEONS V/MINIMUM I I/Y EMBEDMENT REFER TO ELEVATION VIEW, FOR I OF SCREWS USED AND LOCATIONS
IB 410 X 3/4' F.H.W.S. 2) SCREWS PER HINGE INTO JAMB
19 48 x 2' F.H.W.S. 2) SCREWS AT EACH STRIKE PLATE
0 LOCKSET KWIKSET BRAND 200 LOCK OR HARLOC BRAND 100 LOCK
0 910 X 1 3/4' F.H.W.S. 2) SCREWS PER HINGE INTO JAMB
WOOD SIDELITE JAMB EM-18 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
22' X 64' SINGLE PANEL GLASS EM-19 TEMPERED GLASS IN POLYPROPYEENE FRAME— DC-1643 — cODI-2
ART MP RCLASS
SIDELITE TRIM (WOOD) EM-20 5/16 x 1/2' MTL. TO BE PINE OR EQUIVALENT
WOOD CASING EM-21
ITEMS ARE MOLDINGS USEFORSIDEMTL. TO
By SIDEBE PINE ORJAMBS• AS MULLIONS
WOOD SIDELITE HEAD JAMB EM-22 1 1/4• X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
WOOD SIDELITE BASE EM-23 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
POLYPROPYLENE LITE FRAME DC-1643, ODL-2 HP Polypropylene by DL
B6 X 1 I/2" PAN HEAD SCREWS 18 PER FRAME TO SPACING TO BE 3• IN FROM EACH CORNER AND NOT
TO EXCEED..IV OC THERE AFTER.
0 SIDELITE STILES EM-26 15/16' X 1 11/16' MTL. TO BE PINE OR EQUIVALENT
l 1 PIN NAIL 3/4' LONG NAIL, 4• IN FROM END, MAX 8' O.C. THERAFTER, USED ON MULLIONS AND TRIM
DOW SILICONE # 9 9 5
4 9 / 16 " LIMITS: UNLESS NOTED, FRAC. DEC = ANG.
EXTRUSIONS: UNLESS NOTED, STD. COM'L. TOL'S.
t7I FNFINFFR:
APPROVED AS CO'APLYING VvTTHTHE
D
SOUTH Ft V4A DING CODE DR. BY R.S. .DATE
JtJfi U ° PREMDNR ENTRY SY
BY 911 E. JEFFERSON
PRODU CO ROL DIVISICN PITTSBURG, KS. 66762
EUILDIN CODE IANCE OFFICE
ACCEPTANCE NO. - 0's I y • LO
BADE COUNTY MODIFICATIONS
ADDED PAGE 5 (DOOR OPTIONS)
31-1028-EM-0
SHEET 3 OF 6
REVISION LETTER B
2 BY WOOD BUCK
0 1/40 SHIM MAX
79 3/16"
INTERIOR MAX
80 11/16"
MAX
2 BY WOOD BUCK
SECTION C-C
1 1/4"
EXTERIOR
PLEASE SEE "GLAZING DETAIL"
DRAWING #31-1028—EM-0
SHEET 2 OF 6
1 1/4'
DOW SILICONE #995
LIMITS: A
EXTRUSIONS
APPROVED AS COMPLYING WITH THE
OUEH FL(P,1PA 13UIL DING C0; E DR. BY R. DAZE -
EY
JtJrj J _ PREMOUR ENTRY
PROOL6j NTRCL DIVISION 911 E. JEEFERSON
BUILDING CODE CO%IP- ' OFFICE PITTSBURG, KS. 66762
ACCEPTANCENO. Of ,tY.Zos
C. ANG. '
S.
0
DADE COUNTY MODIFICATIONS Mini A
AATERLAI WAS Poi YSTYRENE 2-99 RS
ADDED PAGE 5 (DnnR npTioNS to-I-9e IRS
ADD SCREVS TO LITE FRAME L MATERIAL LIST 2-I8-97 IR.S.
31-1028-EM-0
SHEET 4 OF 6
REVISION LETTER D
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fflkA ,T1flNt CE DR• BT J lrj
U PREMDOF sr 911
E. JEFFERSON PR001 .-f,
0WTROLDIVISIOtl PITTSBURG, X$ 6E BUIU ODE
COMPLIANCE Or ACCEP in12CE
NN0. 0 - 0 3 1 L/. 31-1088-
EM-0 SHEET 5
OF 6 REVISION LETTER
OTHER GLAZED DOOR PANEUSIDELITE STYLE S WSURFACE APPLIED MUNT.INS,
36
y —
Bo00000l rC0 9 I A A MrsonJoolI`oJ J oLnoo Le J LJ °„ II
II it II 'i114 1111 1
1 ii jj 111 11 II r. 111 11
II II II I11i, .. 111 / 111 ;i)); 11/ 111 Ii I II
II II II ., • , /// ,r1i!, 111 111 -= 11jjjjII11IIIIIIII ,!ii!, I•.i /11 / 11/ 1 1
1 II ll i!111 ,III, 111 111 r BOB _
non
n
00 uuu goo goo U0o a o PD-
35 PD-36 PD-37 PD-38 PD-39 PD-40 PD-41 PD-42 PD-43 PD-43A PD-43B 36"
01
lo- M A X 79
1/16" 8 o M
x a o a 0 SL-
10 SL-20 SL-30 SL-60 SL-50 SL-50B SL-69A SL-69B SL-69C SL-25 SL-55 SL-30D SL-40 SL-90A SL-908 SL-90C SL-30B SL-30C SL-70 SL-80 LIMITS
LNNLESS NOIED, FRAC DEL + EXIRUSI[
NS UNLESS NOTED, STT1 CENT. TELI& pAl[ BT APPROVED
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