HomeMy WebLinkAbout121 Venetian Bay Cir - BR04-001218 - SFRPERMIT ADDRESS
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
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER.
FEE
FEE
s
SUBDIVISION V& %,*
PERMIT e i DATE 9
9
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y
J [grgpi4UEaiY -- Cityof Sanford Certificate ofOccupancy
This is to
certify that the building located at 121 Venetian Bay Cir for which permit number 04-1218 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: B. Oden
Engineering:
R. Gibson
Public
Works: R.
Buckner Utilities:
R. Blake
Fire
Department: Zoning:
Morrison Homes
Property
Owner 07/
21 /04
07/23/04
07/22/04
07/23/04
Q)3 YV- _
QO,,, „` 07/23/04 Building Official Date
CERTIFCATE OF OCCUPANCY'"' m
REQUEST FOR FINAL INSPECTIO 7/a
SINGLE FAMILY RESIDENCE****
DATE:
PERMIT #:
ADDRESS:
CONTRACTOR:
PHONE #:
07/20/04
04-1218
121 Venetian Bay Cir
Morrison Homes
Chris 407-948-4893
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The building division has prepared a Certificate of Occupancy for the abovelocationandisrequestingfinalinspectionbyyourdepartment. After yourinspection, please sign off and date the C. O. or submit addendum if it hasbeendeniedorapprovedwithconditions. Your prompt attention will beappreciated.
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OUtilities
Fire N/A
Zoning N/A
Licensing N/A
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
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CERTIFCATE OF OCCUPANCY f
REQUEST FOR FINAL INSPECTION 11 1 1 1 1
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DATE: 07i20iO4
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PERMIT #: 04-1218
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ADDRESS: 121 Venetian Rav V.-
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CONTRACTOR: Morrison Homes
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PHONE #: Chris 407-948-4893
The building division has prepared a Certificate of Occupancy for the abovelocationandisrequestingfinalinspectionbyyourdepartment. After yourinspection, please sign off and date the C. O. or submit addendum if it hasbeendeniedorapprovedwithconditions. Your prompt attention will beappreciated.
Engineering
Public Works
z3/may
Fire N/A
Zoning N/A
Licensing N/A
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
LMBC1001 CITY OF SANFORD
Address Misc. Information Inquiry
7/22/04
08:26:51
Location ID . . . . . . .
Parcel Number . . . . . .
Alternate location ID . .
Location address . . . . .
Primary related party . .
Type options, press Enter.
5 View detail
Opt Description
CUSTOMER SERVICE NOTES
CUSTOMER SERVICE NOTES
CUSTOMER SERVICE NOTES
CUSTOMER SERVICE NOTES
CUSTOMER SERVICE NOTES
240675
23.19.30.502-0000-0720
121 VENETIAN BAY CIR
Free -form information
LOT 72 ***********
SW DEV FEE $1700.00 WA DEV FEE $650.00
BP04-1218 PD 2-27-04 SEE REC#6450
3/4"WA METER SET FEE $190.00 PD 2-27-04
REC#6450
F2 Address F3=Exit F5=Special Notes F9=Parcel Notes
F12=Cancel
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
SINGLE FAMILY RESIDENCE****
DATE:
PERMIT #:
ADDRESS:
CONTRACTOR:
PHONE #:
07/20/04
04-1218
121 Venetian Pay Cir
Morrison Homes
Chris 407-948-4893
The building division has prepared a Certificate of Occupancy for the abovelocationandisrequestingfinalinspectionbyyourdepartment. After yourinspection, please sign off and date the C. O. or submit addendum if it hasbeendeniedorapprovedwithconditions. Your prompt attention will beappreciated.
ngine ,ti__ 7 z , o
Public Works
Utilities
Fire N/A_
Zoning N/A
Licensing N/A
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
10-03-203 9:04AM FROM
1-1
Pcriait # -. "
DcicripWa of Work:
6liawnc Disuict: Zoning:
CITY OY SANVOU D YY. 4urr APPLICATION
n Date:
Valut of Wark: S
p"mirT pc: Building Blccaical Mccb:tlti,cal Pluu biug Firc SJuittklcr/Alanu Pool
e.1% rical: Ncw Savior, — 0 of AMPS A"tion/Alwndiott CLAW of Savice Temporary Polc
Muehaoicol: Rca7duuial Non-Rrsidcatial Rcplacemau Ncw (Duct Layout & Furagy Cale. Hequind)
P. 2
Pluwbj4 Ncw Cotucuatvial: M ofFixmtts m of Wwcr & Scwcr Lows 0 of Gas L,incs
Plutubing,/New Rezidtntial: ti of Watcr Closets .2 ._. plumbing Rtp,ajr — Residential oc Comffi rCial
Occupancy Type: Residcntinl Commercial ludusuial Total Square Footage:
Louatruclioa Typr tt of Stories: N of D rrlling Units: Flood 2.une: (FlrMw form rcq+rired fur oeuec thou X)
z"sn s
YareCI 0: 41 I' S' II Oweersbip & L,cgal Dcrcrlpdon)
f' .LL lLi7 _ J% `L JOwncraNrmu . Additar:
C v.c r N.tas & Aadraaa X' J - Y_1 i h rr G G f tC!
Jute Lruase 'Nu her•
PAoat 4 Fax
bontlius Gou,pauy:
Addnas:
tar{gage
Afchi{cWL;ugiuccr: Phoac:
Addrvss: Fax:
Apphcauon is hereby made to obtain a permit to do thc'work and insollations as indicaud. l c"fy that ao work or inSUllation hit coauncaccd prior to the
issuance oft permit and that all work will W performed to meet standards of all laws regulawts cooutructiuo w ibis jurisdiction. I uttdcrarand uwt a separate
pcmtit must be ucurcd for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS. FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc,
OWNER'S AFFI DA VIT: 1 certify aloe all of the foregoing information is accurate and Qtat all work will be done is compliance with all applicable laws roP,ula4ne,
construction andzonitu. WARNING TO OWNER; YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YUUlt I't.Y ING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFOM KSCORDING YOUR NOTICE OF COMMENChMI-.NT.
aallCE In addition to the ttquirementi of thu permit, there may be additional restrictions applicable to this property that may bt found in the public records of
this county, and thete mry W additional permits required from other govcrrunental onuties such as water managcmcal districts, start agencies, or fcdcral ugencia-
Acceptance of permit 4 vcrifie"a thu I will notify the owner of the property of Lht requirtoterus of Florida Lien Law, FS 713.
Signature of Owner/Agcnl Datc Signature of ConIr4P6f1AZcnI Date
Pratt OwncdAgcnt's Nitric
Sisrtaturc of Notary -Smote of Flonda Date
Print Contractor/Asctu's 11
na urn of Noury-Swt Cof Florida Uatc
George Stokes
UwncdAgmt is _ Personally Known w Me or, Contractor/Agent is, Pcrzonally Knownl o' My Commission DD024871
Produced IU _ Produced ID Expires May 13 2005
APPLICATIUN AYPROVdU 6Y: Uldj: Zoning: Utihucs:
Initial & Datc) (Initial do Dstc)
FD:
Initial & I)Qc) (initial & Date)
SpacirJ Conditions: -,
Herx & Associates Inc.
769 Douglas Avenue
Altamonte Springs, Florida 32714
407.788.8808 - 407.788.8762 (fax)
d1/-iafy
July 20, 2004
City of Sanford Building Division
P.O. Box 1788
Sanford, Florida 32772-1788
RE: Lot 72 Venetian Bay, 121 Venetian Bay Circle
To Whom It May Concern,
The finished floor elevation of the structure located at:
121 Venetian Bay Circle, Sanford, Florida
Legal Description:
Lot 72, "Venetian Bay", according to the Plat thereof, as recorded in Plat Book 63
At pages 84 through 88, Public Records of Seminole County, Florida.
Meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec 6-7(a).
Sincerely Yours,
Herx & Associates I
Darae L. Przemieniecki , P. .M
Associate Vice President
DLP/bb
FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077
NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005
ELEVATION CERTIFICATE
Important: Read the instructions on pages 1- 7.
SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use:
BUILDING OWNER'S NAME Policy, Number'
MORRISON HOMES
BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIL Number'
121 VENETIAN BAY CIRCLE
CITY STATE ZIP CODE
SANFORD FL
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 72 ; ` VENETIAN BAY " PLAT BOOK PAGES PUBLIC RECORDS OF SEMINOLE COUNTY
BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.)
RESIDENTIAL
LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type):
or ##.® NAD 1927 NAD 1983 USGS Quad Map ® Other. Plat
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE
CITY OF SANFORD / 120294 SEMINOLE FLORIDA
B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S)
NUMBER B5. SUFFIX B6. FIRM INDEX DATE 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 69: ® NGVD 1929 NAVD 1988 Other (Describe):
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: Construction Drawings" Building Under Construction' ® Finished Construction
A new Elevation Certificate will be required when construction of the building is complete.
C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram
accurately represents the building, provide a sketch or photograph.)
C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO
Complete Items C3: a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in
Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of
Section D or Section G, as appropriate, to document the datum conversion.
Datum Same as BFE Conversion/Comments
Elevation reference mark used On -Site BM Does the elevation reference mark used appear on the FIRM? Yes ® No
o a) Top of bottom floor (including basement orenclosure) 14. 1 ft.(m)
o b) Top of next higher floor NA . _ft.(m)
o c) Bottom of lowest horizontal structural member (V zones only) NA . _ft.(m)
00
o d) Attached garage (top of slab) 13. 8 ft.(m) w c ,
o e) Lowest elevation of machinery and/or equipment a 2 Q
servicing the building (Describe in a Comments area) 13.5 ft.(m) AC Service E (y
o f) Lowest adjacent (finished) grade (LAG) 13.4 ft.(m) Z N C
o g) Highest adjacent (finished) grade (HAG) 13.5 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) kProiessional Surveyor and Mapper No. 6030
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information.
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 A Altamonte Springs FL 32714
A DATE TELEPHONE
7-20-04 407-788-8808
FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions
IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company use:
BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number
121 VENETIAN BAY CIRCLE
CITY STATE ZIP CODE Company NAIC Number
SANFORD FL
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 Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F,
Section C must be completed.
El. Building Diagram Number —(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately
represents the building, provide a sketch or photograph.)
E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use
natural grade, if available).
E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent
grade. Complete items C3.h and C3.i on front of form.
E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use
natural grade, if available).
E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community s floodplain management ordinance?
Yes No Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner orowner'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
SIGNATURE
COMMENTS
CITY STATE ZIP CODE
DATE TELEPHONE
Check here if attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation
Certificate. Complete the applicable item(s) and sign below.
G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state
or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.)
G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO.
G3. The following information (Items G449) is provided for community floodplain management purposes.
G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED
G7. This permit has been issued for: New Construction Substantial Improvement
G8. Elevation of as -built lowest floor (including basement) of the building is: _ft.(m) Datum:
G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ ft.(m) Datum:
LOCAL OFFICIAL'S NAME TITLE
COMMUNITY NAME TELEPHONE
SIGNATURE DATE
COMMENTS
Check here ifattachments
FEMA Form 81-31, January 2003 Replaces all previous editions
Herz 4* .1880ciateB Inc
Land Surveyors
769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808
Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping
Map of Survey
LINE BEARING
L 1 S 89° 59 `43'W
L 2 N 89°59'43'E
LOT 88
6' WOOD FENCE
ON PROPERTY —
CORNER
0.1
LOT 71
inin
LOT 87
LI
LOT 72
DISTANCE
50.00'
50.00'
A- GRADING in.
5.500 SO. FT. N
cn •o F77771 3.CZ o
40.0'
O Oc
O O _
O
1846)
LANTANA
a -
O ELEV. A.B & C'
SINGLE FAMILY m
RESIDENCE rn y
rn FIN. FL. m
ELEV: I I v m
m ZE?
0.1 0.1•
LOT 86
LOT 73
125.00'
N
O
O
CIL EL11.
P.c•P. - - - - N 89° 59 ' 43 "E Y 280. 56 ' P.C.P. \
REFERENCED BEARING
i CIL MONROE VIEW TRAIL
50' R/W) TRACT "F" CIL VENETIAN BAY CIRCLE
PRIVATE ROADWAY (50 ' R/W) TRACT "F " PRIVATE ROADWAY
CITY OF SANFORD
LEGAL DESCRIPTION.' Lot 72. - V E N E T I A N BA Y
according to the Plot thereof as recorded in Plat Book 63.
at pages 84 - 88 of the Public Records of Seminole County. Florida.
FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone X.
according to the Flood Insurance Rate Map Community Panel Number
120289 0035E.Dated 04/17/95.
City of Sanford. Community Number 120294)
Flood Zone determination was performed by grcphic plottnq from Flood Insurance
Rate Mops provided by FEMA. No field Surveying was performed by this Firm to
determine this Zone. The exact zone location can odd be determined by an elevation
study. We assume no responstbiity for actual flooding condtions concerning this parcel.
General Notes: 0-0/-Of11. This is a BOUNDARY Survey performed in the field on Q % - 0/ - Of Legend
ADDRESS: 121 VENETIAN BAY CIRCLE
SETBACKS:
Front 25' Rear 20'
Side 5 ' Corner 15'
Minimum Lot Width 50'
Note: Bearings shown hereon are referenced to the CIL
of VENETIAN BAY Ct7CLE as being S 89°5943"W.
Vertical datum is based on NGVD per Engineering
construction plans by Ned H I I I e r Engineering, hc.
Job Number 2001.
2. No aerial, surface or subsurface utility installations, underground improvements or Temporary Benchmark
subsurface/aerial encroachments, if any, were located. assumed datum)
3. Building ties shown are to the exterior unfinished foundation surface or formboard. BOW Back of sidewalk
4. Elevations shown hereon, if any, are assumed and were obtained from approved CIL Centerline
Construction plans provided by the Client unless otherwise noted, and are shown a
CALC
Central or (Delta) Angle
Calculated
only to depict the proposed or actua! difference it elevation relative to the assumed CS Chord Bearing
temporary Benchmark shown hereon. CD Chord
5. The parcel shown hereon is subject to all easements, reservations, restrictions, and C.M. Concrete Monument
Rights -of -way of record whether depicted or not on this document. No search of the EL. or ELEV Elevation (Proposed)
Public Records has been made by this office. FINAL EL. Elevation (Measured)
6. The legal description shown hereon is as furnished b client. 9 p y
FD.
Fin.Fl. Elev.
Found
Finished Floor Elevation
7. Platted and measured distances and directions are the same unless otherwise noted. I.P. Iron Pipe
B. Copies of this Survey may be made for the original transaction only. I.R. Iron Rod
o Denotes %"iron rod with yellow plastic cap marked LB4937 or LS3182, or L Arc Length
iron rod with red plastic cap marked "Witness Corner", unless otherwise noted. LB Licensed Business
O Denotes P.C.P. (Permanent control point) LS.
ea
Land Surveyor
MeasuredDenotesPermanentReferenceMonumentNIDN/D(N&D) Nail and Disk
2004 Herx & Associates Inc. All rights reserved N.R. Not Radial
O/S Offset
O.R.B. Official Records Book
PB Plat Book
PC Point of Curvature
PCC. Point of Compound Curvature
P.C.P. Permanent Control Point
PG. Page
PR.M. Permanent Reference Monument P/
L Property Line P.
O.B. Point of BeginningP.
O. C. Point of Commencement P.
I. Point of Intersection PRC.
Point of Reverse Curvature PT.
Point of Tangency R
Radius . RAD
Radial Line RES,
Residence R/
W Right -of -Way TBM
Temporary Benchmark TYP.
Typical Fence
symbol (see drawing) X—
X- Fence symbol (see drawing) certtXcation:
Not valid without tho, algnature and the original raised seal Drawn b y : AH of
F da licensed Surveyor and Mapper T
is y meets the requirements of theFlori a Minimum Technical Checked b y : DP la
a s c4nfained in Chapter C. R r;daAdministrative Code. CERT 1 F1 ED T0: Prepared For : MORR I SON NENITA
C.P. GUI LLERMO Job Nu ber: 02-017-02 MORRISON
FINANCIAL SERVICES Scale : 1'• 30' i
t j, • OF F UNIVERSALSAL
LA, L.L. C. LAND
TITLE. INC. Plot plop performed: 12-16-03 William
A.Herx,P.L.S.FloridaRegisteredLandSurveyorNo.3182 FIRST AMERICAN TITLE INSURANCE CO. Foundation Survey: 03-31-04 Daree
L. Przemieniecki, P.S.M. Registered .Surveyor and MapperNo. 6030 F i n o 1 Survey : 07- 08 -04 William
R. Herx, P. S.M. Registered Surveyor and Mapper No. 6092 J U L 0 9 2004 Revisions
Herx &
Associates Inc., Stale of Florida LB 4937
Ai
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T}a mr tf .. ry 3,y _ 3 ` .4 `'ram x: i ., ' f 1F C , V.
File tc 154c,<e` Ile 'E%'7`m-
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Comwercisil., o_`Pimswcz• CA, Woe sebde: Lices ;; o`C-- LirePit3tlrloA 1'•,D Re$
N I• of WP. C1oSees ttib r`' He063- Residea-eta Or CO? -Yin 16F0iP-4 e. Occt±pancy Type: Rimoicen-
ial { ° CQ, rcial __... - inclt3srifial To ta3. Sryevsri e Fo:atnte: CosaSta tteta rn Ty,
yue: ,"• of stories: At of Dwellln Units: Flood Zone: $ (F'—ElY A 96a'e¢t; reQu'hreQ for ofh sl iGi<ra; }' Parcel #: (ArdaEh Provf of
Ownership ,Pc J P.gah Description) 0a11ners IJame & Address: C:_ -
Phone: Contractor name & Address:
a
QL ORf`F'
i,', t T 4' Tj. 27 a'eg 9ieensexumber? F+L,LN R\JW,tJPhone: Fzl: TA RE
17AM32W qv-1,jj Bonding Company: Address'. — — Morigage
Lender: -- — Address:. - - - -- _ --- -- — - - -.
ArchitectjEngineer:
Phone: Address.;..
F^ -
Apalication is
hereby made
to obtain a permit to do the work and installations as indicated. i certify that no work or installation has corrimen(tA prior tc the issuance of a Permit. and that all work will b€ pc, formed to nneet standardsof all lays regulating: ccnst .tetion in this jurisdiction. 1unde;+stand chat a separate permit m u s i besee;ured for. ELECl r`ICAL 0JK;, PL-L INBUgG, S1GDgS, WELLS, P00LL, l`IJP;MACEs, B01LERS, HEATERS, TANX—S, and AIR CONDITIONERS, etc. OWNER'S AFFIDAY <:
3 eer d
y that all of the foregoing info,r2tion is accurate and thalall work vAP bt d, construction aid zoning. WAPaNING TO ONN-tR:
YOUR FAILUFF TO RECORD A ?iO- lCl- OF colkA I WICE FOR 1h lMOVEivIENTS TO YOUR ?
ROPERTY, EF YOU M a E D TO OB T Arid FLINT-16T`4 G, ATTORNE`+' BEFORE i ECOFJIiVGYOURNOTICE
OFCOMMENCEMENT. / NOTICE: Liaddition to the requirements ofthis
permit, there rbay be additional rest s apphcabl to dins this county, and there may be additional
perrtits required from other governmental e r ties such as ate Acceptance of pe, snit is verification that
I will notifythe owner of the propertlr6f the Signature of Owner/Agent Date Print Owner/
Agent's Name Signature of
No(ary-State of Florida
Date Oxkner/Agent is _ Personal), Known to ,ale
or Produced ID APPLICA1 ION APPROVED BY: Bldg:
Zoning: icla{
C ondmons: . in ro r, Hance
wi8i all applical-
it 1 wt: rr) d;.t rig ICE)vf il knJ+, ULi'Tlllr Iil:
i`/ TN IG iSULT 41H YOUR LE-NDFR ORM-
J1 that rmy be foundto die Oublic records
of districts, stat ageenn6c.s, of ft'd(-tai
agrncies. 13_ APR. 2 9 Z004 Signature of Connctor/
Agent
Date DBERT G. DELLG
RUSSO P t Contractor .agent'
s Name APR 2
9 Z004 Signature of tate of
Flonda Date Contractor/Ace-.-
Prnalo nown to Me or Product,: .
Initial & Date) (Initial & Date) Initial t (?171
3'.
L131 p21: pia MIRINDA C. TURNER S" c nv rMAhj.
SSIQN # DD 212893 . F'••''"' EXPIf1ES June 14, 2007BondedThruNotaryPub;icUndenvriters OF :'
COUNTY O|
IMPACT FEE STATEMENT
ISS(/ED BY CITY OF SANFORD
STATEMENT NUMBER 104-75875 DATE;. _
BUILDING PEWIT NUMBE CITY) COUNT U E :
UNIT ADDRESS:
TRAFFIC ZONE: JURISDICTION:
PARCEL:
SUBDIVISION: :
PLAT BGOK: PLAT BOOK 22K BLOCKx
OWNER NAMENAME:
ADDRESS:
APPLICANT NAME:
ADDRESS:-__-__-__----__------ r7'-------
r-_-------
LAND USE CA7E8ORYo 001 - Single Family Detached House
TYPE US[: Residential
WORK DESCRIPTION: Single Family House: Detached - Construction
F[E BEAEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DU[
TYPE DIST SCHEDULE DESC. UNIT OF UNITS |
ROADS
ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.001
ROADS
COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 |
LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.0O
8CHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00
AMOUNT DUE $ 2,205-00
STATEMENT
RECEIVED BY: SIGNATURE:
E.pRINT,
DATE:
NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND
ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE.
DISTRIBUTION: 1-COUNTY 3-CITY
2-APPLICANT 4-COUNTY
NOTE**
P[RSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH
ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT.
P[RSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR
EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING
A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING
SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR
OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE
COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS
MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFIral
1101 [AST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. Yu
PAYMENT SHOULD BE MADE TO: CITY OF SANFORD
BUILDING DEPARTMENT
JU3O0HORT|'i PARK AVENU[:
SANFORD. FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SF0UL0 REFEREHCE
THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP
iIFT OF THE HOTIC[.
l°
THIS STATEMENT IS VALIDIN CONJUNCTION WITH ISSUANCE OF A*** FAMILY
BUILDING PERMIT*********=*****=
Permit # : c!5"_ D
Job Address: '
Description of Work:
Historic District:
CITY OF SANFORD PERMIT APPLICATION
Date: _ZLM10—
Zoning: Value of Wo
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole _V,
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # ofGas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial
Occupancy Type: Residential / Commercial Industrial Total Square Footage:T •
Construction Type: GM LL # of Stories: __.Z_ # of Dwelling Units: /_ Flood Zone: X (FEMA form required for other than X)
e Parcel #: ZJ—1 / _ D— 6*02— 0000_422Z.0 (Attach Proof of Ownership & Legal Description) / 4 --7 - Owners
Name & Address: Phone: `
0 / DZ l OD7/ Contractor
Name&Address: P7/17/V/-1 W0/7yIC/fUCr— / 11EN -WrV /PWFIL, • p / a0clyl
S
41vile C 7 /
n State License
Numbeer: CR G %I / Z7c Phone & Fax:
t7 6 oa7 07 0 J / (O Contact Person: 0,1 444" C44AC Ph.nel Q7J d 7 Z 740 Bonding Company:
AA -- _ Address: Mortgage
Lender:
Address: Architect/
Engineer:
Address: 4`
3! ASApplication is
hereby made to obtain a permit to do the work and installationS-as-indicated. I certify that no work or installation, has commenced prior to the issuance of
a permit and that all work will be performed to meet standards of all laws regulatingyPRIstructiory troth sgjurisdiction I understand that a separate L permit
must
be secured for ELECTRICAL WORK, PLUMBING SIGNS, WELLS, PRd: IS, FURNACES, BOIL R, HEATERS TANKS, and AIR CONDITIONERS,
etc. , f OWNER'S
AFFIDAVIT: I certify that all of the foregoing information Fsgaccurate and that all work will be done in compliancewithall applicable laws regulating construction and
zoning. WARNING TO OWNER: YOUR FAILURECOiFD A NOT[ OFCOMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In
addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county,
and there ay be additional permits required from other governmental entities such as water mana ent districts, state agencies, or federal agencies. Accepta ce
r t is erification that I will notify the owner of the property of the requ're s` ien Law, FS 7,13. N S
t' o •
N 3 S natueofOwner/Agent Date cj Signatur
of
ontractor/Agent Date z c z R M,
e i- C/ts cSTE7 Q = Print
Owner/Agent's Nam oLU{ a
Signature of Notary -State Florida Date 41 ro
Owner/Agent is Personally Known to Me or 6 _ Produced
ID AJA W `l
Y~
APFLKATIONAPP„
ROVED BY: Bldg: b'1 Zoning: _ Init I &
Date) Special Conditions:
HA4A USA
X - yea 2 Print
Contractor/Agen ' a LuG 4xL1 Signature
of
No ry-S e o FI Date * °' G ko
0 sd4 : Contractor/
Agent
is Personally Known to Me or SSP`W Produced
ID
Utilities: FD:
Initial & Date) (
Initial & Date) (Initial & Date) 4OP6 ota
9r,cih @cf/. rr.cr S A8d•
k a A
a u yam
Permit Number:
Prepared By Daphne Clark
and "'D P.O.Box 784283ReturnTo: Winter Garden, FL 34778-4283
NOTICE OF COMMENCEMENT.
State of Florida.
County ofSeminole.
MARYANNE MORSE, CLERK OF CIRCUIT COURT
SEMINOLE COUNTY
BK 05172 PG 1986
CLERK'S # 2004009620
RECORDED 01/21/2004 11:45:31 AM
RECORDING FEES E.00
RECORDED BY G Harford
The undersigned hereby gives notice that improvements will be made to certain real- property, and in accordance
with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
1. Description of property:
Lot Number
Legal Description VENETIAN BAY, according to the plat thereof, as recorded in Plat
Book 63, Pages 84-88, of the public records of Seminole County,
Florida.
Street Address l/ %i8—Sanford, FL
2. General description of improvements :
New single family residence
3. Owner information : Name Morrison Homes
Address 151 South Hall Lane. Suite 200 Maitland FL 32751-7172
Tel Number (407) 629-0077
Fax Number (407) 629-5282
4. Fee Simple Title Holder: N.A.
5. Contractor: Name Maria Lisa Steiner
Address 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 TelNumber (407)
629-0077 Fax Number (407)
629-5282: 6. Surety : N.
A. 7. Lender: N.
A. 8. Persons within
the State of Florida designated by the Owner upon whom notices or other.documents.may be served as
provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition
to himself , Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(
1)(b), Florida Statutes. N.A. 10. Expiratio date
of notice of commencement : One year from the date of rec din Date Signed . Signature
of Owner's Agent, Maria Lisa Steiner: 41 L~ I-
Prico copy Sworn to and
su before me this by Maria Lisa Steiner, who is personally known to me. iYMA.R YACNW Mop4 GLERK OF CIRCUIT
cou o,aY rus4
D. h CLARK x ' o MY
COMMISSION t DO 2148 Signature of Notary:
Notary Seal: * * EXPIRES: dune 27, 2007 Banded Thru Budget
NO" Servla oF JAN 2
1
2004
Seminole County Property Appraiser Get Information by Parcel Number http://www.scpafl.org/pls/we`b/re web.seminole_county_title?PARCEL...
GENERAL
Parcel Id: 23-19-30-502-0000-0720 Tax District: S1-SANFORD
Owner: MORRISON HOMES INC Exemptions:
Address: 151 S HALL LN STE 200
City,State,ZipCode: MAITLAND FL 32751
Property Address: 121 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 06091 0407 $3,476,000 Vacant
Find Comparable Sales within this Subdivision
a Back [>
2004 WORKING VALUE SUMMARY
Value Method: Market
Number of Buildings: 0
Depreciated Bldg Value: $0
Depreciated EXFT Value: $0
Land Value (Market): $11,310
Land Value Ag: $0
Just/Market Value: $11,310
Assessed Value (SOH): $11,310
Exempt Value: $0
Taxable Value: $11,310
2003 VALUE SUMMARY
2003 Tax Bill Amount:
2003 Taxable Value:
DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS
LAND TLEGALDESCRIPTIONPLAT
Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 72 VENETIAN BAY
DESCRIPTION
63 PGS
A -
88
LOT 0 0 1.000 11,310.00 $11,310
TE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax
If you recently purchased a homesteaded property your next years property tax will be based on Just/Market value.
1 of 1 12/29/2003 10:26 AM
LIMITED POWER OF ATTORNEY
DATE: d
I HEREBY NAME AND APPOINT: DAPHNE CLARK, ca c . GUSTAV BOTES,
EACH AN AGENT OF: MORRISION HOMES.
TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO
THE BUILDING DEPARTMENT OF:
FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORNaAT
SUBDIVISION:
ADDRESS:
AND TO SIGN MY NAME AND DO
TO THIS APPOINTMENT.
MARIA LISA STEINER
NAME OF CONTRA C OR.
SIGNATURE OF CONTRACTOR.)
STATE CERT. # CR-0041929
THINGS THAT ARE NECESSARY
CONTRACTOR'S STATE REGISTRATION NUMBER.)
The foregoing instrumen was a knowledged before me this
DATE: G%
BY: MAAIA LISA STEINER
Who is personally known to me and did not take an oath.
STATE OF FLORIDA
COUNTY OF ORANGE. _'' LIANA
N # DrMYCOMMISSION # DO 237775
a EXPIRES: August 3, 2007
S<°`
O
Bonded Thru Notary POW underwriters
SIGNATURE OF NOTARY: NOTARY SEAL.
Herx & Associates Inc.
L a n d S u r v e y i n g
769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808
Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping
Map of Survey
LINE BEARING DISTANCE
L I S 89°59'43-W 50.00'
L 2 N 89°59'43"E 50.00'
LOT 88
LOT 71
P.C.P.
CIL MONROE VIEW TRAIL
i (50' R/W) TRACT "F-
PRIVATE ROADWAY
NN 89° 59 ' 43 -E 280
REFERENCED BEARING
CIL VENETIAN BAY CIRCLE
E vp56?6• $ o P.C.P.
4 a'44+
50 ' R/W) TRACT "F " PRIVATE ROADWAY
Max Coverage - 64
SETBACKS:
CITY OF SANFORD Front 25' Rear 20' SITE DATA
Side 5 ' Corner 15' IMPERVIOUS SO. FT. _ 5 I/
LEGAL DESCRIPTION- Lot 72. - V E N E T I A N BA Y Minimum Lot Width 50' LOT S0. FT.
according to the Plot thereof as recorded in Plot Book 63. 1 M P E R V 1 0 U S AREA - 2825 SO. FT. at pages 84 - 88 of the Public Records of Seminole County. Florida. Note:
of VENETIAN BAY CIRCLE as being S 89°59'43-W.
Beot-2 shown hereon are referenced to the CIL
FLOOD HAZARD DATA: The Parcel shown hereon des within Flood Zone "X".
according to the Flood Insurance Rate Map Community Panel Number Vertical datum is based on NGVD per Engineering
1 2 0 2 8 9 0035E. Dated 0 4117195. construction plans by Neal H i I I e r Engineering. hc.
City of Sanford. Community Number 120294) Job Number 2001 .
Legend
General Notes: p t j1 Temporary Benchmark ois Of/set
pa+ 1. This is a BOUNDARY Survey performed in the field on / C_ [ assumed datum) O.R.B. Records Book
2. No aerial, surface or subsurface utility installations, underground improvements or BOW Back of sidewalk PB
PC
Plat BPlatBook
Point of Curvature
subsurface aerial encroachments, if any, were located. CA- Centerline PCC. Point of Compound Curvature
3. Building ties shown are to the exterior unfinished foundation surface orformboard. d leCentralor (Delta) Angle P.C.P. Permanent Control Point
4. Elevations shown hereon, if any, are assumed and were obtained from approved CALC Calculated
Chord Bearing PG. PageCe
Construction plans provided by the Client unless otherwise noted, and are shown CD Chord p.R.M. PermanentReference Monument
only to depict the proposed or actual difference in elevation relative to the assumed C.M. Concrete Monument P.
P.O.B.
Properly Line
Point of BeginningtemporaryBenchmarkshownhereon. EL. or ELEV Elevation P.O.C. Point of Commencement
5. The parcel shown hereon is subject to all easements, reservations, restrictions, and FINAL EL. Elevation (Measured) P,/. Point ofIntersection
Rights -of -way of record whether depicted or not on this document. No search of the FD. Found PRC. Point ofReverse Curvature
Public Records has been made by this office. Fin.Fl. Elev. Finished Floor Elevation PT. Point of Tangency
6. The legal description shown hereon is as furnished by client.
I.P.
I.R.
Iron Pipe
Iron Rod
R Radius
7. Platted and measureddistances and directions are the same unless otherwise noted. L Arc Length RAD Radial Line
e Denotes :4"iron rod with yellow plastic cap marked LB4937 or LS3182, orYPP LB Licensed Business RES.
RNv
Residence
Right -of -Way
r4" iron rod with red plastic cap marked 'Witness Comer", unless otherwise noted.TBMLS. Land Surveyor Temporary Benchmark
O Denotes P.C.P. (Permanent control point) Mea dMeasure TYP. Typical
Denotes Permanent Reference Monument N/D(N&D)
N.R.
Nail and Disk
Not Radial Fences g) symbol (see drawing)
X—X- Fence symbol (see drawing)
Certification: Not valid without the signature and the original raised seal
of a Florida licensed Surveyor an apper
This survey meets the requirement of the Flo, Minimum Techn F' al3frdsascontainedinCha1G17- 'on, AdminisfrativefCode.
II Sketch of Legol Description
uiry Ca This is not o Survey
William A. Herx, P.L.S. Florida Registered d Surveyor No. 3182
Darae L. Przemieniecki, P.S.M. Registers Su eyor and Mapper No. 6030
P.S.M. Registered SurveyWilliamR. Herx, d Mapper No. 6092
Herx B Associates Inc., State of Florida La 4937
Drawn by: AH
Checked by: DP
Prepared For: MORRISON
Job Number: 02 - 017-02
Scale : 1-- 30'
Plot Ion performed: 12-16-03
Foundation Survey:
Final Survey: Revisions .
TRUSS INDEX SHEET
Per Rule 61 G15-31.003 of the Florida Board of Engineers
Customer: MORRISON
Job Identification: Z22137B
Address 1 VENETIAN BAY
Address 2 LOT 72
Jurisdiction: CITY OF SANFORD
General Building Design Information
Florida Building Code - 2001; Chapters 16 and 23
ANS11TPl 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 HOME DESIGN SERVICES OF 580 CAPE COD LANE #9, ALTAMONTE, FL AA#2665
Or Building Designer:
Alpine Engineered Products Design Software
N
Seal Date. 15-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 E1
R2 E2
R3 E3
R4 C1
R5 C2
R6 C3
R7
R8
R9
R10
R11-2PLY
R12
R13
R14
Q
R15
R16
R17
R18
R19
R20
R21
R22
V1
V2
V3
V4
H1
H2
H3
35 Plus Standard Details
Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers
IT
KNEE TO KNEE®0 The Truss Engineer's seal, when
c of this structure
the placement of the truss framing
the
it
relates to the truss designs specific or this structure. The truss framing is based upon the14'0' PL-. HT 12' 0' Fl— HT. review of plans, drawings and specifications provided by the building design professional.
The building des!K professional has final approval of the truss framing and/or trussplacementplan. The design of the temporary, and permanent bracing, the diaphragm system, shear walls and structural elements to resist lateral loads from wind and/or seismic activity is
the responsibility of the building design professional. Additional app, royal by the buildingWilliamM. Ranieri, PE design professional shall include, but not be limited lo, design loading, lengths, profiles,
FL Lic. No. 42704 pitches and depths.
12.0
6.01
4 3/16'
Y
HOW TRU55E5
W/ RA15ED FEELS
BACK r ON BLOGK C
ON FRAME WALLS
SMYTH LANDEF G0.
ROOF TKU55 DIVI510N
2722 50UTH AFOFKA 61--VD.
AFOI KA, FL-. 32703
407) 2q9 - 1522
FAX (407) 29c1 - g153
Engineering Gertificatc
of Authorization # C1218
NOTES
1) IT IS TFE BM-DER'S RE5P0N5BLnY TOVERIFYTRUSSFLAGBAENTPLANAND
TRUS5 PEA DRAWN.fi A6AMT FELD
GONDITION5 AND Df5,W NTEJT.
MEFUMME, SECTION fA.2D AN5VTn Fr7115)
APPROVED NICE Q'RMI
51a EDDATE
2) TRU55E5 MIT NOT DEGUT aR ALTEREDNANYWAYWOHOIUTPRIORAUTHORIZATION
DY SMYTH TRUSS GOWANY.
3) TRU55ES THAT ARE GUT OR ALTEREDWITNOUTAUTHORIZATIONWLLDER®ARED
OR REPLACED AT GITOMERS EXPENSE
4) 0ACKGHAKOE5 OF ANY KIND WRl NOT DEGON50EPE0WITFgfTPRIORREVEWAM
WRITTEN CONIEUT OY SMYTH M 55 GMMY. DETAIIJS:
I)
REFER TO FIB 9 FEGOA.9DATpNSFOR HANP-146, 145TALLATDN, AND TEWORARY
DRACM)' REFIT
TO EN%EERED PRAW 455 FOR PERMANENT
DRAGW REOLRED 2)
ALL TRUSSES R-XLLVMTRL55n UNDER
VALLEY MA ) MIT
0E GOU'LETELY DECKED OR
REFER TO VALLEY TRU65 DETAr-
5 FOR ALTERNATE DRACM
REOUREIENT5 3)
ALL VALLEY5 TO DE CONVENTIONALLY FRAMED
DY OLLDER 4)
NTERIOR LOAD DEARM WALLS ALL
ROOF TRUSS 11ANK#15 TO DE 5MY50N FU52L
OR U5P OCANT-5AN TT024 M-E95 NOTED
OTT-6RMF O -
HUS26 OR THD26 HUS28
OR THD28 19 -
HHUS28-2 OR THD28.2 HHUS48
OR THD48 HGUS26-
2 OR THOH26-2 O -
HGUS28-2 OR THDH28-2 HGUS28-
3 OR THDH28-3 9 -
SUUR210 OR SKH21OUR HGUS48
OR THDH48 31 -
THA422 OR MSH422 L) -
THAC422 OR MSH4221F P.
HUG410 OR H04101F PV -
THJA26 OR HJC26 GNTRAGTR
OFQ1 ON HOMES 1646/
LANTANA DOTEV
T6 OF G' (5TO)
799117D - D71 LTWTCnldrDDCDADcnCDnMr0MD11TCDTAIDIIr 11 —C 0 nTMCAI[TnAK1 CIIDMTTTCn DV TDIICC MCD
1
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
120 MPH WIND, 14.35 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 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD.
ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
5X6=
J/A V — jAV JA V
3X6(Al) 3X6(A1)
1-4-0 1-4-0
ty y
L. 20-0-0 _ — 20-0-0 _1
40-070 Over 2 Support
R=1557 U=474 W=8" R=1557 U=474 W=8"
PLT TYP. Wave TPI 95 R Design Crit: TPI STD 6.10 OTYs6 FL 1 - R - Scale=.1875" Ft.
i`*WARNING. TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 D'ONOFR IO DR.. SUITE 200. MADISDN. NI 53719). FOR SAFETY PRACi [C ES FR IOR 70•F
PERFORMING THESE FUNCTIONS. UNLESS OTHERNI SE INDICATED. TOF 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
A/j-/ V(w'
j -Om. ".. G: %
f F10 4Z704:
E __ * *
T C
TC
BC
L L
D L
DL
20.0
7.
10.0
0
P S F
P S F
PSF
R E F R 3 5 2-- 2 0 6 7 3
SMYTH:. LUMB..ER CO
yOOF+I: kussJ O.IYISION
DATE 07114103
DRW SLTUSR352
2722 SOXM, APOPKA IL%M
APOPHCA 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 WIiH APPLICABLE PROVISIONS OF NDS (NATIONAL,DES[GN
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF 20GA ASTii A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS, AN UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER
sz STATE OF: Q` il. 4yVR,ON f P .
s/J pI1
g C
TOT
L L
L D
D
37.0
0 P S F
P S f
S L T - E N G WM R
S EON - 36089
D U R F A C . 1.25 FROM S L CPROFESSIONALENGINEERING ..
tERimckm OF- ALMAOR17ATION#921-EY
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.
qN._
Jul 14 03 SPACING 24.0" JREF- 1S4G352 ZO4
LLL1.5115 - KZ
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED
ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
3X6 (Al)
Inia uwu rK rHKru rmur1 vnruiCK liYru, kwK '111 I -
120 MPI4 WIND, 14.10 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD.
5X6=
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R=1557 U=475 W=8" R=1557 U=475 W=8"
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R Scale 1875" Ft.
WARNING`" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE,
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TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
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120 MPH WIND, 13.90 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) 1x4 #3 OR BETTER "T" BRACE. 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD.
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ry r
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40-0-0 Over 2 Supports J
R=1557 U=476 W=8" R=1557 U=476 W=8"
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OT:YI1 FL 1 R - Scale
WARNING"" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R 3 5 2-- 2 0 6 7 5BRACING. REFER TO HIB91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY iPT (TRUSS PLATEITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISOH, NI 53719), FOR SAFETY PRACTICES PRIOR TO Al lZI 1L:X'T TC D L 7. 0 P S F DATE 07114103PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED VSMYTHLUMBERCOSTRUCTURALPANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. No 42704
iiOOF TRUSS DIVISION ""IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREB BC D L 1 0.0 P S F D R W SLTUSR352
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ANSI7TPI 1-1995 SECTION 2. SPACING 24.0" JREF- 1S4G352_ZO4Jul1403
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TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED
ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
3X6(Al)
5X6=
120 MPH WIND, 13.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
5X6=
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6 6
5X6 % 5 X 6
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rr ty
I 17-0-0 I 6-0-0 I 17-0-0 _1
ieE 40-0-0 Over 2 Support
R=1557 U=478 W=8" R=1557 U=478 W=8"
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY'i FL 1 R - Scale=.1875" Ft.
WARNING`! TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
BRACING REFER TO HIB 91 (HANOLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MAD ISO N, WI 53719), FOR SAFETY PRACTICES PRIOR TO
PERFOP.M ING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL MAY 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
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1995 SECTION 2. Ju 14'03
SPACING 24.0" JREF- 1S4G352_Z04
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TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
IM1J UWU FKLFAKLU rKUM L.UMFUItK 1NF'UI (LUAU) St UIMLNJIVNJ) bUbM111LU by IKUDJ MI-K.
120 MPH WIND, 13.40 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) lx4 #3 OR BETTER "T" BRACE. 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
NAILS @ 6" OC.
3X6(A1) =
5X6= 2.5X4= 5X6=
2.5X4 2.5X4
6 r (A) (A) 6
5X6 0 5 X 6
9-4-0
9 FYa = 5X8= 5X8= ' rvn
3X6(A1)
1-4-0 1-4-0
I. 16-2-8 _1_ 7-7-0 _1_ 16-2-8 _I
40-0-0 Over 2 Supports
R=1557 U=478 W=8" R=1557 U=478 W=8"
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 .......... _ OTY:1 FL 1 R - Scale=.1875" Ft.
WARNING-- TRUSSES 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'ONOFR IO DR., SUITE 200, MADISO N, NI 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.
nj fYIA:
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SMYTH LUMBER C,. DATE 0 7 / 1 4 / 0 3
DRW SLTUSR35212ooFTRUSSC1VISION :
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IMPORTANT`- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
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BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND
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17 F No.42704
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TOP CHORD 2xYI SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
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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.
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ini3 unu rntrAmtu rttvri Cvrtrv1rm inrui (LVAUO n v1-1-1 1, .
120 MPH WIND, 13.10 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
5X6= 2.5X4 = 5X6=
5X6 % 5 X 6
6 r— (A) (A) —1 6
A) (A)
11 1 L::: 9-4-0
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ry h
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R=1557 U=480 W=8" R=1557 U=480 W=8"
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QT:Y:1 FL/1 R Scale 1875" Ft.
WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND M :A T C L L 20.0 P S F REFF R 3 5 2-- 2 0 6 7 8BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATEW. INSTITUTE. 563 D'ONOFRIO DR.. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO
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M R 2722SC2UTHAPOPKABLVD . BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND 7C : B
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TPI 1-1995 SECTION 2. SPACING 24.0" JREF- 1S4G352_ZO4
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TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
3X6(Al)
120 MPH WIND, 12.90 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.
5X6= . 2X4III 5X6=
5X6% 5X6
6 r _- 6
9-4-0
2YAIII FY19— 3XR- rYi9- 2X4III
3X6(A1)
1 4-0 1 4-0
I 14-2-8 I 11-7-0 I 14-2-8
40-0-0 Over 2 Supports
R=1557 U=481 W=8" R=1557 U=481 W=8"
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY'ia FL 1 - R - Scale=.1875" Ft.
WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND
BRACING. REFER TO HOIB-91 (HANOLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE, 583 O'ONOFR IO OR.. SUITE 200. MAOISON, W1 53719), FOR SAFETY PRACTICES PRIOR io
PERFORIiI NG THESE FUNCTIONS. UNLESS O7HE RWISE 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
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RESPONSIBILITY SOLELY FOR THE TRUSS COMFONE N7 DESIGN SHOWN, THE SUITABILITY AND USE OF THIS
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ANSI/TPI 1-1995 SECTION Z.
AM
Jul14.03 SPACING 24.0" JREF- 1S4G352_Z04
kLLL-13/L5 - KO) rn rn nr Lev.,.,,, u -- —
TOP CHORD 2x4 SP #2 120 MPH WIND, 12.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
BOT CHORD 2x4 SP #2 WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
WEBS 2x4 SP #3 BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
5 X 6 =— 2X4111 5X6=
5X6 ,0 5X6
6 6
9-4-0
2X4III = 3X8= 5X6= 2X4X6111 5— — — 3X6(
A1) 3X6(A1) ry
lry I
13-0-0 I 14-0-0 I 13-0-0 _l 40-
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1557 U=482 W=8" R=1557 U=482 W=8" PLT
TYP. Wave TPI 95 NR Design Crit: TPI STD FLBC 6.10 - :::0TY:[l FL 1 - R - Scale=.1875" Ft. Nii:—
WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND 42- T C L L 2 0. 0 PSFREF R352--20680 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE ' /]INSTITUTE.
587 D'ONOFRIG DR., SUITE 200. MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO'ciTl. D L 7 0 PSF DATE 07/14/03 PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED-1 ( SMYTH; LUMBER CO.: STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. J F ROOF
TRUSS nIVIS10N —IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F No 42704 ' BC DL 10.0 PSF DRW SLTUSR352 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO11. 2722
SOLrrIH APOPKA BLVD BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND iA • 7C BC
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299 1 522 SPECIFICATIONPUBLISHEDOY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE 5• R1Cpr TOT.
L D . 37.0 P S F S EON - 38585 CONNECTORS AREMADEOF20GAASTMA6S3GR40GALV. S7 EEL, EXCEPT AS NOTED. APPLY CONNECTORS TO FAX: 407299-
9153 EACH FACE OF TRUSS. AND UNLESSc OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER n•' .. •' THE SEAL
ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R7 DRAWINGS leDA-z. NAL. DUR . FAC . 1 .25 FROM SLC PROFESSIONAL ENGINEERING_;;;:: RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CEFTTIFICATE OF
AUTHORIZl 710N#9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER U1 14' U ANSI/TPI
1-1995 SECTION 2. SPACING 24.0" JREF- 1S4G352_Z04
k LLL 1.5/O KJ Ini' LINU rKrFAKrU rKvim LunrviLn i-NVUI (LUALIJ a U1I U IN aI JUUriii I— . TOP
CHORD 2x4 SP 2 120 MPH WIND, 12.40 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT
CHORD 2x4 SP 2 WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS
2x4 SP 3 BCDL=5.0 PSF. DEFLECTION
MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X6 (
Al) 5X6=
2 X 4 III 5X6= 2.
5X4 15 2.5X4 6
r— —t 6 9-
4-0 2X4111
5X12= 3X8= 5X12= 9YA 3X6(
Al) 1-
4-0 1-4-0 I_
12-2-8 J _ 15-7-0 _I_ 12-2-8 _I 40-
0-0 Over 2 Supports— _I R=
1557 U=483 W=8" R=1557 U=483 W=8" PLT
TYP. Wave TPI 95 R Design Crit.: TPI STD FLBC 6.10 _0T:Yil FL 1 - R - Scale=.1875" Ft. WARNING**
TRUSSES REDUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING.
REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE.
HES
D'
ONOIT N OR.,
SUITE 200. SE INDIC NI N.TOP
C, FOR
SAFETY PRACTICES PRIOR TO PERFORMING
THESE FUNCTIONS. UNLESS OTH ERNISE 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 R,
q QFQ,¢Ttn
1 T
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L
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DATE
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SLTUSR352 S
L T - E N G W M R 2722SOVfHAPOPKABLVb. APOPKA
FL 32703 407299-
t622 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 AMERICAN FOREST AND FAFER ASSOCIATION) AND TF[. ALPINE GALE.
STEEL, EXCEPT DESIGAS NOTED. APPLY CONNECTORS TO CONNECTORSAREMADEOF20GAUNLESS
HA653ERW SE EACHFACEOFTRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER f-
S
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L
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P S F P
S F S EON 20219 D
U R F A C 1.25 FROM S L 1. PROFESSIONALENGINEERING; ' CERTIFICATE,
OFAUTHORRA-nON #9218 DRAWINGS 160
AZ. THE SEAL ON THIS DR AWING INDICATESACCEPTANCE 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 Z. NAL. Ju1
14-
03 --- SPACING 24.0" JREF- 1S4G352_ZO4
n TMCAIcTnAlc c11RMTTTrn RV TDIICC MCD
TOP CHORD 2x4 SP #2 120 MPH WIND, 12.10 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
BOT CHORD 2x4 SP #2 WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5,0 PSF, WIND
WEBS 2x4 SP #3 BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
3X6 (A1)
5 X 6 =— 5X6= 2.5X4= 5X6=
2.5X4 0- 2.5X4
6
9-4-0
9YA III Yr= RYA 2X4I11
3X6(Al)
1-4-0 1-4sry
I 11-0-0 I 18-0-0 I 11-0-0 _1
40-0-0 Over 2 Support
R=1557 U=485 W=8" R=1557 U=485 W=8"
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 _ _ 031:1 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 20D, MADI$D N, NI 53719), FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICATEO. TOPCHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION fR011 THIS DESIGN: ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
EACHEFACESOFRTRUSDE OF
S, ANDZUNLESSTOTHERWISE40OCATED ONETHISL. EDESIGNXCEPT ASPOSITDION CONNECPLYTOPSAPNPEROR$ TO t F
C;4 c' - t4 1rNd42704-
1 j STATE -OF. f
T C T
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1. TOT
L L
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0 10.
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0 37.
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P S F
P S F
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R 3 5 2-- 2 0 6 8 2 DATE 0 7/
1 4/ 0 3 m*TH LUMBER
CO:. :: ROOF TRUSS LiIVISION ::
2722 SOUTH APOPKA
BLVD. APOPKA FL 32703
407299-1.622-
FAX_ 4O7 29$
9199 :; D R W
SLTUSR352 S L T -
E N G / W M R S EON 38582
D U R
FAG 1 2 5 FROM O M cSL Ci. PRO FESSIONAL ENGINEERING- :! DRAWINGS160 A-Z. THE SEAL ON THIS DRAWING INDILA TES ACCEPTANCE OFPROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR
THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ONpE 1 " j SPACING2.4.
0" JREF- 1S4G352_Z04 CERTIFICATE OF AUTHORRA-nON #92C8 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-
1995 SECTION 2. Jul:::1.4::: ..-
LCC1.3/t3 K11-LF'LY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 2 Complete Trusses Required
BOT CHORD 2x4 SP #2 :Bl 2x6 SP #2:
WEBS 2x4 SP #3 NAILING SCHEDULE: (0.131x3.O_g_nai1s)
TOP CHORD: 1 ROW @ 12" o.c.
SPECIAL LOADS BOT CHORD: 1 ROW @ 12" o.c.
LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) WEBS : 1 ROW @ 4" o.c.
TC From 54 PLF at 1.33 to 54 PLF at 41.33 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS
BC From 4 PLF at 1.33 to 4 PLF at 0.00 IN EACH ROW TO AVOID SPLITTING.
BC From 20 PLF at 0.00 to 20 PLF at 40.00
BC From 4 PLF at 40.00 to 4 PLF at 41.33 LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED***
BC 2508 LB Conc. Load at 11.60
120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
4X6 (A1) _
5X6= 2X4111 2.5X4= 5X6= 5X6
2 X 4 III 2.5X4
6 r -1 6
9-4 0B1 _ 7X10= 2 5X4_ 5X6= 2 5X4= 2X4111
3X6 (A1)
1-4-0 1-4-0
I_ 10-1-0 I 19-10-0 I 10-1-0
j 40-0-0 Over 2 Supports
R=3346 U=1630 W=8" R=2277 U=938 W=8"
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OT:YIl FL 1 - R - Scale=.1875" Ft
I*"WARNING`* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND
BRACING. REFER TO HIB-91 (NANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE _\],1" T C ILL 20.0 P S F R E F R 3 5 2-- 2 0 6 8 3
INSTITUTE. 583 D'ONOFRIO OR., SUITE 200, MA N, XI 53719). FOR SAFETY PRACTICES PRIOR TO yamj.. QZ FIQ T / PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. i0P CHORD SHALL HAVE PROPERLY ATTACHED I G T C D L 7.0 P S F DATE 0 7/ 1 4/ 0 3SMrrHLUMBERCIDSTRUCTURALPANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. E NO 42Z.O4 "`IMPORTANT*" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED :: B C D L 1 0.0 P S F D R W SLTUSR352F2OOF:'iRUSS L31YISION PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
2722 SOLfiH APOPKA BLVD BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SNIPPING. INSTALLING ANDSTATE OFAPOPKAFL:92703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S , j A, B C L L 0 . 0 P S F S L T - E N G / WM R
4O7 299 I:622 SPEC IF ICAT 10N PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE O R :O •
v
FAX:: 407 z99=91 SH CONNECTORS ARE MADE OF 2DGA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO a T 0 T . L D . 37.0 P S F S E 0 N - 20210EACHFACEOFTRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PERS//f NtPT3C7FE551ONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D UR. F A C. 1.25 FROM S L CRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS -
CERTIFICATE6FAUTWOAI7J+S10N'Jl92 TH: COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jul 14 03ANSI/TPI 1 1995 SECTION 2. 1SPACING SEE ABOVE JREF- 1S4G352_ZO4
nur nnenADcn eDnM rnMDIITCD TUDUT n nAne A. IITMFNGIEINCI CIIRMITTFn BY TRUSS MFR
ILLLIJ/O - tt1L)
TOP CHORD 2x4 SP #2 :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.
120 MPH WIND, 11.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
50= 5X6= 2.5X4 = 50=
2 X 4 T2 T3 2 X 4
6 r A) 6
V I I
3X6 (Al)
5X6= 3X8= 5X6= 5X6=
3X6(A1)
1-4-0 ty
H
I 9-0-0 1 22-0-0 I_ 9-0-0 _I
0-0-0 Over 2 Support
R=1557 U=487 W=8" R=1557 U=487 W=8"
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 - QT:Y:1 FL - 1 - R Scale=.1875" Ft.
WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND .h T C L L 20.0 P S F R E F R 3 5 2-- 2 0 6 8 4BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING),- PUBLISHED BY TPI (TRUSS PLATE aSPI r_A7INSTITUTE,583D'ONOFRIO DR.. SUITE 200, MADISON, NI 53719j.FOR SAFETY PRACTICESPRIOR TOtL'„4TC D L 7.0 PSF DATE 07PERFORMINGTHESEfUNCTIOHS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL NAPE PROPERLY ATTACHED / 1 4 / 0 3
SMYTH LUMBER CO - STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILINC. f G .
IMPORTANT`* FURNISH A COPY OF THIS DESICN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f -ND. 42Z04 B C D L 10.0 P S F D R W SLTUSR352ROOFTRUSS-IJIVISION :: PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO =
2722 SOUTH APOPKA BW.6 BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND ;!*:
I
APOpKA, FL :32703 BRACING OF TRUSSES. THIS DESIf.N CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN-q iSTATE !OF :. BC LL O. U PSF SLT-ENG /WMR
407 299-T622 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER AS AND TP1. ALPINE
407299=9153
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO V(••
Q
Rv , `i : TOT. LD. 37..0 PSF SEQN- 37754
EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER
PROFESSIONAL FNGINEERING
DRAWINGS 160 A-Z. ' THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ~ D U R . F A C . 1 . 2 5 FROM S L C.
THI.,.
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ....
GEETTIFICATE OFAUORIIATION1t9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER JUT: 1 4- - : SPACING' f"' A C I N G ' 24. 0 " J REF - 1 S 4 G 3 5 2_ Z 0.4ANSI/TPI 1-1995 SECTION 2.
LCC13/tS - K13)
TOP CHORD 2x4 SP #2 :T2, T3 2x6 SP #1 Dense:
BOT CHORD 2x6 SP #2 :B2 2x6 SP SS:
WEBS 2x4 SP #3 :W3, W9 2x4 SP #2:
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
1OX10(R) %
5X4(A4
I H I J UKU NKtF'AKtU tKUM LUMHUItK 1NFU I (LUAU) & UIMt NJ1 UIVJ) JUtlM111CU tll IKUJJ MYK. 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. 1
HIP SUPPORTS 7-0-0-JACKS WITH NO WEBS. CALCULATED
VERTICAL DEFLECTION IS 0.55" DUE TO LIVE LOAD AND 0.46" DUE TO
DEAD LOAD AT X = 20-0-0. 3X4=
7X6- 3X4= 10X10 (R) /// 2.
5X43X8= 1L 2.5X4= 5X4(A4) =
5X4(A4) 1-4-
0 1-4-0 rr rr
7-0-
0 _L 26-0-0 _I_ 7-0-0 _1 40-0-
0 Over 2 Support R=3091
U=902 W=8" R=3091 U=902 W=8" 4) PLT
TYP.
High Strength, Wave TPI
95 R Desi n Crit: TPI STD FLBC 6.10 QTY:.1 FL - 1 R - Scale=.1875" Ft. WARN ING""
TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND: M.,R T C L L 20.0 P S F R E F R 3 5 2-- 20685 BRACING. REFERTOHIB-91 (HANOLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE {p INSTITUTE. 583
D'ONOFR IO DR., SUITE 200, MADISO N, NI 53719), FOR SAFETY PRACTICES PRIOR IOR TOPERFORMING THESE
FUNCTIONS. UNLESS OTHERWISE INDICATED, TOF CHORD SHALL HAVE PROPERLY ATTACHED, T C D L 7.0 P S F DATE 0 7 / 1 4 / 0 3 SMYTH LUMBERCOSTRUCTURALPANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 3'rG ii00F:TRUSSVfVI310N.: : -
IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 4M4 BC DL 10.0 PSF DRW SLTUSR352 PRODUCTS, INC- SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOLtTIH
APOPKA BLVD! .: BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND i APOPKA FL :
32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN :'I"A' OF Imo. _ B C L L 0.0 P S F S L T - E N G / WM R SPECIFICATION PUBLISHED
BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE , fl(, 497 299T522CONNECTORSAREMADEOF20GAASTMA653GR40GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO O p,Or V T 0 T . L D . 3 7.0 P S F S E Q N 3 7 7 37 FAX: 40729&91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER -" .' PROFE$$IONAL
ENGINEERING DRAWINGS 160.A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGS/pNp` D U R F A C. 1.25 FROM J L C RESPONSIBILITY SOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CEFMFICATEOFAUTHORIZATION'tt9218
ANSIONENT1F/995NSEPARTICCTION ULAR 0UILOING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jul—'l4:: SPACING SEE ABOVE JREF- 1S4G352_Z04
LCC1.51* - K14) I n1J VY1u rmc—cV —un LurtruILn XIVrUI 1LVMUJ 0 V11ILI'01 J-1 0w1'111Lu I inlay 111 n.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
SPECIAL LOADS
LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25)
TC From 54 PLF at 1.33 to 54 PLF at 11.54
BC From 4 PLF at 1.33 to 4 PLF at 0.00
BC From 20 PLF at 0.00 to 20 PLF at 11.54
TC 400 LB Conc. Load at 10.67
5X4=
LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED***
120 MPH WIND, 10.85 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
6
6f—
0-6-1 9-4-0
2X4 III 5X4 (B2)
2X4(A1)
LC1-4-Oy
L, 6-0-0 _I, 5-6-8 J
11-6-8 Over 2 Supports
R=548 U=290 W=8" R=784 U=386
OT:Y
WAR NI NG•" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
BRACING. REFER i0 HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY IF (TRUSSPLATE INSTITUTE.
503 D'gNOFRIO DR., SUITE 200, MAD ISON, WI 53719). FOR SAFETY PRACTICES 7ICESPR NOR TO PERFORMING
THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED SMrrH'
LUMBERCM. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH
A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED R(5-0 Rl1SS DIVISION :::. PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722:SOUTHiAPOPKABLY6Jiii.
i i BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND AF'OFKA
FL::132703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 407 299-
T 522 SPECIFICATION PUB U SHED By THE AMER51CAN FOREST AN0 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE
MADE OF 20GA ASTM AS 3 GR40 GAL, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO FAx 407-299-9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL, ENGINEERING:
DRAWINGS 160 A-Z. THE SEAL bN THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING F... RESPONSIBILITY
SOLE1Y
FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS GER-nn&
ATEO.Avm&nuRATION ii9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI
1-1995 SECTION 2. rL/-/I/-/-/
K/- TC LL
20.0 PSF TC DL
7.0 PSF BC DL
10.0 PSF BC LL
0.0 PSF TOT.LD.
37.0 PSF DUR.FAC.
1.25 SPACING ` SEE
ABOV Scale=.375"/
Ft. REF R352--
20686 DATE 07/
14/03 DRW SLTUSR352
SLT-ENG
WMR ` SEON- 21331
FROM SLC
JREF- 1S4G352
ZO4r
LCC13/IS - K15)
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
5X4= 4X6=
INIZ, UWU rtttrAKtu rmum t-v PiruI tH 1NFU I (LUAU) 6. UIMr INJIUnJ) 3U01-1 I I; tU Dry LOADING ON
THIS TRUSS CALCULATED BY JOB -DESIGNER*** SPECIAL LOADS
LUMBER OUR.
FAC.=1.25 PLATE DUR.FAC.=1.25) TIC From
54 PLF at -1.33 to 54 PLF at 11.54 BC From
4 PLF at -1.33 to 4 PLF at 0.00 BC From
20 PLF at 0.00 to 20 PLF at 11.54 TC 321
LB Conc. Load at 5.00, 7.00 BC 148
LB Conc. Load at 5.00, 7.00 i 0-
6-
1 9-4-0 L<1-
4-0> I_ 5-
0-0 _I_ 2-0-0 _1_ 4-6-8 _I 11-6-
8 Over 2 Supports R=978
U=596 W=8" R=892 U=529 W=2.5" PLT TYP.
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FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS,
BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH
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LE 9-3-0 Over 2 Supports
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PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:4 FL 1 R - Scale =.375" Ft.
WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND:
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STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
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2x4 SP 3 BCDL=5.0 PSF. T
2-
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x 4 III 2.5X4 = 2X4
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422 U=274 W=1.5" R=422 U=272 W=4" PLT
TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 DTY::1 FL - 1 R - Scale =.375" Ft. WARNING'*
TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND •' T C L L . 20. 0 P S F R E F R 3 5 2-- 2 0 6 8 9 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPA] (TRUSS PLATE INSTITUTE,
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C D L 7.0 P S F DATE 07114103 PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED (%- [i SMYTHLUMBERCOSTRUCTURALPANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 4 w IMPORTANT—
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TPI1-1995 SECTIONZ. SPACING 24.0" JREF- 1S4G352_Z04
1LLL3JAO - KJO)
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER***
SPECIAL LOADS.
LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25)
120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED TC From 54 PLF at -1.33 to 54 PLF at 10.67
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BC From 4 PLF at -1.33 to 4 PLF at 0.00
BCDL=5.0 PSF. BC From 20 PLF at 0.00 to 20 PLF at 9.33
BC From 4 PLF at 9.33 to 4 PLF at 10.67
TC 8 LB Conc. Load at 3.09, 4.67, 6.24
BC 10 LB Conc. Load at 3.09, 4.67, 6.24
4X6= 5X4=
6F_ 6
14-0-0
2X4111 3X4=
2X4(Al) = 2A (A I)
L1-4-0 0-10- 0-10 1-4-Oy
1— 2-0-0 _1_ 5-4-0 _1_ 2-0-0 _1
9-4-0 Over 2 Supports
R=450 U=292 W=1.5" R=450 U=292 W=1.5"
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:::1 FL 1 - R - Scale =.375" Ft.
WARNING`" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND
BRACING. REFER TO HIO-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 iNOICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED
5ra ucruR A{ 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 HOT BE RESPONSIBLE FOR ANY DEVIATIONlAT[ON FROM THIS DESIGN; ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
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24.
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BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
SPECIAL LOADS
LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25)
TC From 54 PLF at 0.00 to 54 PLF at 22.25
BC From 20 PLF at 0.00 to 20 PLF at 20.92
BC From 4 PLF at 20.92 to 4 PLF at 22.25
TC 400 LB Conc. Load at 0.58
0-6-11
y
3X4(
5X4=
LE 20-11-0 Over 2 Support
R=1155 U=437 W=3"
IHIJ UWU PRtPARtO FKUM UOMPUILR 1'NPUT (LOADS & DIMENSIONS) SUBMIIIED BY IHUSS MFR.
LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED***
120 MPH WIND, 12.02 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD.
LA41/il)
R=870 U=329 W=8"
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY'4 FL 1 R Scale=.3125" Ft.
WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND ;[L . Rp - T C L L 20.0 P S F R E F R 3 5 2-- 2 0 6 9 1BRACING. REFER TO HIB91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE `jy` .y_Ii_ INSTITUTE. 583 D'ONOFRIO OR., SUITE 200, MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO ` . Q F 4PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED V :-r TC D L 7.0 P S F DATE O 7/ 1 4/ 0 3SMYTHLUMBERCQSTRUCTURALPANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
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FAX-. 407 299-91 53 .: EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OESIGN, POSITION CONNECTORS PER roNa EcPROFESSIONALENGINEERING
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ANSI/TPI 1-1995 SECTION 2. JuI14'08- SPACING SEE ABOVE JREF- 1S4G352_Z04
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TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
0-6-11
C_
3X4(
120 MPH WIND, 11.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
5X4= 4X6=
2X4
6 F-- 2X4%
1 6
9-4-0
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I_ 8-7-0 _1_ 3-4-0 _1_ 9-0-0 _I
20-11-0 Over 2 Supports J
R=764 U=227 W=3" R=861 U=307 W=8"
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R - Scale=.3125" Ft.
I—WARNIPIG— TRUSSES REOULRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND
BRACING. REFER TD HI8-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE A.-It T C L L 2 D. D P S F R E F R 3 5 2-- 2 0 6 9 2
INSTITUTE. 583 D'ON OFRIO DR., SUITE 200, MADISON. NI 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 iH15 DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
FI
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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 AS53 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH
FACE OF TRUSS. AND UNLES `w OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS
160 A-2. - THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERIN 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, PERJul 1-
1995 SECTION 2. j
STATEOF !- VVV
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TOP CHORD 2x4 SP ##2
BOT CHORD 2x4 SP ##2
WEBS 2x4 SP #k3
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
3X6 (Al)
ini urvu I uin inrui ILVIIUO i
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.
1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS.
5X4= 2.5X4= 5X4=
6 1—
1 6
9-4-0
GYA= RYA=
3X6(A1)
i 7-0-0 I 7-4-0 1 7-0-0 I
21-4-0 Over 2 Support
R=1542 U=568 W=8" R=1626 U=622 W=8"
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 - QTY.; FL - 1 R - Scale=.3125" Ft.
WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND M• T C L L 20.0 P S F R E F R 3 52-- 2 06 9 3BRACING. REFER TO HIB91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY IF I (TRUSS PLATE P
INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISO N, WI 53719). FOR SAFETY PRACTICES PRIOR TO IFI+••. fPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED .+( 'Yr T C D L 7.0 P S F DATE 0 7 / 1 4 / 0 3
SMYTH LUMBER CO STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. f4 (P
Fi00FTRU55 IV1S10N: "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F .No.42704 * BC DL 10.0 PSF DRW SLTUSR352
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
7f2722SOITTHAPOPKABLVb; BUILD THE TRUSSES IN CONFORMANCE WITH TF1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND B C L L 0.0 P S F S L T - E N G / WM R
APOPKA. FL 82703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN . ;STATE OF
T.22 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE f: 'plCONNECTORSAREMADEOF20GAASTMA653GR40GALV. STEEL, EXCEPT AS NOTED.. APPLY CONNECTORS TO VVV Q R,Q ,•• T 0 T . L D . 37.0 P S F S E Q N - 20305
FAX:," 407 299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON TH15 DESIGN, POSITION CONNECTORS FER 1p
PROFESSIONALFIGINEERING
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING t1/!u•,F•y` ••••,
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS D U R . F A C . 1.25 F R 0 M S L C
CERTIFICATE OFAUTHORIZATION *92113. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER J Ul
ANSI/TPI 1-1995 SECTION 2.
1 4::' -" -- SPACING S E E A B O V E Ll R E F- 1 S 4 G 3 5 2 Z 0 4
LCC13/[5 - KZZ IMI1) UWL, FKLFAKLU FKUM L.UMFUItK IINFU1 (LUAU) rJ U11"It IVJ1Uly J) JUblllI ILL? or IKUJJ Mrl,
TOP CHORD 2x4 SP #2
BOT CHORD 2x6 SP SS
WEBS 2x4 SP #3 :143, W4, W8 2x4 SP #2:
SPECIAL LOADS
LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25)
BC From 20 PLF at -3.00 to 20 PLF at 0.00
BC From 412 PLF at 0.00 to 412 PLF at 8.92
BC From 20 PLF at 8.92 to 20 PLF at 10.08
TC 450 LB Conc. Load at 1.00
TC 423 LB Conc. Load at 1.00, 3.00, 5.00, 7.00, 8.00
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
THE TC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANS AT 24" OC IN
LIEU OF STRUCTURAL SHEATHING.
4-8-0
2.5X4 = 2X4III
2X4 III
LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED***
1 PLATE(S) HAVE BEEN REPOSITIONED BY THE TRUSS DESIGNER. SPECIAL
POSITIONING REQUIRED.
120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP.
Fi
6X8(**) = 2X4111 2.5X4= 4X10W3 =
W4 2-8-0
W8
0
4 X 6 ( R ) III 4X12= 4X10= 3X4III
13-1-0 Over 2 Supports
R=1173 PLF U=578 PLF W=3-3-0 R=2508 U=1235
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.1
WARNING*" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON. NI 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.
46 fr TRUSS ([VISION "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:SOtTR APOPKA BLVD. .f!; ! 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 I., 622 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
FAX: 407•Z99-9153 EACH FACE OF TRUSS, AND UNLES.1 OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER
PROM -, ONAL 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 OFAUTHORrLATION #92 18 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER
ANSIJTPI 1-1995 SECTION 2.
FL/-/1/-/-/R/-
TC LL 20.0 PSF
TC DL 7.0 PSF
BC DL 10.0 PSF
BC LL 0.0 PSF
TOTAD. 37.0 PSF
DUR.FAC. 1.25
SPACING' SEE ABOV
Scale=.375"/Ft.
REF R352--20694
DATE 07/14/03
DRW SLTUSR352
SLT-ENG /WMR -
SEQN- 20183
FROM SLC
JREF- 1S4G352 ZO4
n 'r nnU rnUn —n n-1 v nTMCMCTnm,.i CIIRMTTTFn RY TRIICC MCD
L CC 1.5/IS - vI .... ., ., .. ,. ._. ....__ ..._.. __. .. _. _.. .... _.
TOP CHORD 2x4 SP #2 120 MPH WIND, 12.33 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
BOT CHORD 2x4 SP #3 WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
WEBS 2x4 SP #3 BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
SEE DWG VALTRUSS0699 FOR VALLEY DETAILS.
2X4
2 X 4 III
6(—
D1)
10-8-3
2 X 4 III
6-0-0 Over Continuous Support
R=74 PLF U=30 PEE W=6-0-0
i
PLT TYP. Wave TPI Design Crit: TPISTDFLBC 6.10 - OTY:2 FL - 1 - R - Scale =.375" Ft.
WARNING"* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND
A:- NTC
LL 20.0 PSF REF R352--20695
BRACING. REFER TO HIB-91 (HANDLING INSTALLINGANDBRACING).PUBLISHEDBY TPI(TRUSS PLATE
INSTITUTE. 583 D'ONO FRIG DR., SU 1TE 200, MADI$D N. NI 53719). FOR SAFETY PRACTICES PRIOR TO -F
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ;kiTC DL 7.0 PSF DATE07/14/03 H
LUMBER CO STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. — IMPORTANT—
FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1 O 42BC D L 10.0 P S F D R W SLTUSR352 ROOF -TRUSS DIVISION: PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722
SOU.M APOMA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND APOPKq
FL 327031.-BRACING OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN ' STATE OFf 6 4
BC L L 0.0 P S F S L T -E N G / W M R 4g7
299 1.522 SPECIFICATION PUBLISHED BY THE AM ERICAN FOREST AND PAPER ASSOCIATION) AND TPI,ALPINE 1•I: MP• V i .. ... : CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 DALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 4 RCO .•' TOT. L D . 37.0 P S F S EON - 38718 FAX::
407 z99-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LDCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL
ENGINEERING DRAWINGS
160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING OUR. F A C . 1.25 FROM S L C RESPONSIBILITY
SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. .THE SUITABILITY AND USE OF THIS GERTIFTICATE
OF AUTHORIZATION 092 1 8 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER :'JAI 14 _,.0 ........ SPACING 24-D" JREF- 1S4G352_Z04 ANSI/TPI 1-1995 SECTION 2.
LCC 1.3/tS - VZ I HlJ 0411, F'KtPAKLU I-KUM LUMPUILK 1NF'UI (LUAU) h UIPILNV)IUNJ) JUMMIIILL) UT IKUJJ MrK.
TOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
WEBS 2x4 SP #3
SEE DWG VALTRUSS0699 FOR VALLEY DETAILS.
6 F—
2 X 4 III
2X4 (D1)
2 X 4 III
4-0-0 Over Continuous Support
R=74 PLF U=45 PLF W=4-0-0
10-8-3
120 MPH WIND, 11.83 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT I1, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 "' -- OT'Y 2 FL 1 - R - Scale =.375" Ft.
WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND 1k M .' T C L L 20.0 P S F R E F R 3 5 2-- 2 0 6 9 6BRACING. REFER TO HIB-91 (HANDLING INSTALL INC, AND BRACING), PUBLISHED BY TP( (TRUSS PLATE "`a)PR, INSTITUTE. 583 D'O NOFRIO DR., SUITE 200, MADISON, NI 53119). FOR SAFETY PRACTICES PRIOR TO pT:• c- PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED V ( .q( T C D L 7. 0 PSFF DATE 0 7/ 1 4/ 0 3MYTHL.UMB.ER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. Y`;/
IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED y c- iZOOF.(RUSSnIY1510N PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
ND.is%Q4 :' B/C DL 1b.0 PJF DRW SLTUSk352
2722 SOUTH APOF'KA BLVD.i BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND B C L L 0 . 0 P S F S L T - E N G WM RAPOP.KA FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE .bF / 407 ,299.1 522 ! SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE q ( CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT A' NOTED. APPLY CONNECTORS TO •'. Pf :: TOT . L D . 37.0 P S F S E 0 N - 38721FAx.407 99 9153 R,;. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER (
PROFESSIC7NAL. ENGINEERING.: DRAWINGS 160 AZ. THE SEAL"ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGi1 DUR.FAC 1.25 FROM JLI.
r
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS NAL :. r
CERTIFICATE OF-ALITHOORFLATION Yt921 a COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ,JV I 14:.: ANSI/TPI 1-1995 SECTION 2. S- PACING` 24.0" JREF- 1S4G352_Z04
LLL1S/tl - V.S) I M13 uwu L,KtrHttCU rr Vl9 lurirul Ln 1Iv ui LL,u HUa n UiI Div Ii-111 i env., I ..1
TOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
SEE DWG VALTRUSS0699 FOR VALLEY DETAILS
6 F-- 3X4L=
2X4(D1) =
6
2X4(D1)
15-8-3
1_ 2-0-0 _1_ 2-0-0 _1
4-0-0 Over Continuous Su ort
R=74 PLF U=45 PLF W=4-0-0
120 MPH WIND, 16.33 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL - 1 - - R - Scale
WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BV TPI (TRUSS PLATE
PERFORMING THC ES PRIOR TOgSERACTIDFUNOTIONSIODRUNLESSTOTHERNISE. IADI ND ICAT ED, TOPICHORDFOHALLFHAVEPPROPERLY AiT AC HED
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDr<
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 AST A653 GR 40 GAILY STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCAT EO ON THIS DESIGN, POSITION CONNECTORS PER
m: LSI
r'[`
Frol
NO.42704
V. ,y• 1.
i A
STATE OF •
S.
y O RIQ A '.- A' vf`•tj
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T C
T C
BC
BC
T O T
L L
D L
DL
L L
L D .
20
7.0
10.0
0.0
37.0
0 P S F
P S F
PSF
P S F
P S F
R E F R 3 5 2-- 2 0 6 9 7
DATE 07114103
MYTH LUMBER CO
FZOOFTRIJSS L),IVISION
2722 SOUTH ApoikA bom
APOPKA FL :32703
at 522 07299 : FAx.-
407-299-91 53 .: DRW
SLTUSR352 S
L T- E N G W M RS
EON 36093 D
U R F A C . 1.25 FROM S L C PROFESSIONALENGINEERINGDRAWINGS160A-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 vJ;
SPACING
Z 4O J REF 1 S 4 G 3 5 2_Z 0 4 ING ..._.'.
CERTIFICATE
OF AUTHORIZATIONS#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/
TPI 1-1995 SECTION 2. J
U1:4: ' U-- --
4M31B - V4) IHIb UWG NKLNAKtU tKUM WUMNUILK 1NPU1 (LUAU) f UIMLNJIUNJ) JUbM111tU 5Y IKUJJ MtK.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #3
WEBS 2x4 SP #3
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
5X4=
6 F--
16
2X4 (D1) =
2X4 (D1)
2 X 4 III
I_ 4-0-0 _1_ 4-0-0 _I
8-0-0 Over Continuous Support—
R=74 PLF U=27 PLF W=8-0-0
J
120 MPH WIND, 15.83 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL-5.0 PSF, WIND
BCDL=5.0 PSF.
SEE DWG VALTRUSS0699 FOR VALLEY DETAILS.
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY:1 FL - 1 - - R - Scale =.375" Ft.
WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND -•A M••A T C L L 20.0 P S F R E F R 3 5 2-- 2 0 6 9 8BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE P,
INSTITUTE.- 583 D'ONOFRIO DR., SUITE 200. MADISON. RI 53719), FOR SAFETY PRACTICES PRIOR TO •.tIiFIC . PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED //////; 0 ( T C D L 7.0 P S F DATE 0 7/ 1 4/ 0 3SMYTH. LUMBER Co.:::. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. fV :
iZOOFTRU58t)mIs.10N **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f Noi 42704 . BC DL 10.0 PSF DRW SLTUSR352PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
2722 SOUTH APOPKA 8W.D. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND ; B C L L 0.0 P S F S L T E N G / W M RAPOPKA;FL 32703 :: BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OE
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE4072,99-7 522 - CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO
5
a R1O T 0 T . L D . 37.0 P S F S EON - 36091FAvc407z9B9153EACHFACEOFTRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER pA..•,...`•
PROFESSIC7NAL ENGINEERING; DRAWINGS 160 A-2. THE SEAL SON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING DUR.FAC. 1.25 FROM SLCRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS
CERTIHCATE OF AUTHORIZATION #9216: COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER - ~
ANSI/TPI 1-1995 SECTION 2. `ilul 14' SPACING ' 24.0" JREF- 1S4G352_Z04
LLL1J/U - H1)
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
0-4-3
L< 1-10-10 9-10-13
9-10-1 Over 3 Supports
R=393 U=217 W=11.314"
IH1J UWA NKLFAKtU r'KUM (.UMFUItK 1NF'UI (LUAU) h UlP1t INJ1UNJ) JU*M11ItU by IKUJJ Mt K.
120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
HIPJACK SUPPORTS 6-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8
CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE.
1 -10-3
R=217 U=189
3-9-15
0
R=322 U=180
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY4 FL 1 R - Scale =.375" Ft.
WAR NINE«« TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND L! RqBRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE ..}I' T C L L 20.0 P S F R E f R 3 5 2- -2 0 6 9 91
INSTITUTE. SB3 O'ONOFRIO D R., SUTE 200. MADISON. XI 53719), FOR SAFETY PRACTICES PRIOR TO t F1clPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED y1 jG%` T C D L 7.0 P S F DATE 0 7 / 1 4 / 0 3SMYTHLUMBERCOSTRUCTURALPANELS. 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 f Ne 42704 - BC DL 10. 0. PSF DRW SLTUSR352PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
2722:SOUl'" APEFPKA BLVD:: BUILD THE TRUSSES IN CONFORMANCE KITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND J .
APOPKA FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S- ATE;.,OF `' B C L L 0 . 0 P S F S L T - E N G / W M R
407-,22 6r22 : SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE Pr {VV c-
FAX.::407zgg-9159 CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GAILY. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO'..10 TOT. LD. 37.0 PSF SEON- 20309
EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER n.
DRAWINGS 150 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS --- D U R F A C 1.25 FROM S L C
CEFTTIFIC[ATE OF:AUTHORFLATION4$921:8: COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY 0F THE BUILDING BESIGNER. PER - "
ANSI/TPI 1 1995 SECTION 2.
Jul 14--'03 - SPACING SEE ABOVE JREF- 1S4G352_ZO4
LCL13/DS - HL
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
0-4-3
L-E i-10 10 CIF 7-0-14 _1
l7-0-2 Over 3 Supports >
R=447 U=424 W=11.314"
LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER***
SPECIAL LOADS
LUMBER DUR.FAC.=1.25 / PLATE OUR.FAC.=1.25)
TC From 54 PLF at -1.82 to 54 PLF at 7.01
BC From 4 PLF at -1.82 to 4 PLF at 0.00
BC From 20 PLF at 0.00 to 20 PLF at 7.01
TC -13 LB Conc. Load at 1.48
TC 96 LB Conc. Load at 4.31
BC -1 LB Conc. Load at 1.48
BC 47 LB Conc. Load at 4.31
11-10 3
R=211 U=218
2-9-15
0
R=100 U=180
PLT TYP. Wave TPI 95 R Design Crit: TPI STD. FLBC 6.10 - Q:TY::2 FL 1 - R - Scale =.375" Ft.
WARNING`* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO
PANELSRMINGTHESEFUBO7TOMSCNORDESHALSSLHHAYESAPROPERLYDAiTACHEDORD[GIDACEILING.LL HAVE PROPERLY ATTACHED
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. iHiS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NO (NATIONAL DESIGN
SPECIFICATION PUBLISHED BV 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
DRAWINGS 160 A-Z. THE SEAL' ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER INGS/ppALRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS
r
IIFCq 5/0rNo 42]04 '
S STAEO.F tom.. S
1h
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T C
T C
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BC
TOT.
L L
D L
DL
L L
L D .
20.0
7.0
10.0
0.0
37.0
P S F
P S F
PSF
P S F
P S F
R E F R 3 5 2-- 2 0 7 0 0
DATE 0 7/ 1 4/ 0 3
H LUMBER COS7RUOC7URAL
f200FTRU5SDIYISION .:
2722 50.U7H APOPKA BLVD .:
APOPKA FL 32703
407 299 1 622
FAX:-407 29931 53
PROFESSIONAL ENGINEERING:; -
DRW SLTUSR352
S L T - E N G / W M R
S E Q N - 38520 D
U R . F A C . 1.25 FROM S L C S'
PACING 24.0" JREF- 1S4G352_Z04 CERT1F16ATEOFAUMOPRAT19N"#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/
TPI 1 1995 SECTION 2. Jul 14::
LLC1.5/IS - M.S
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
HIPJACK SUPPORTS 1-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8
CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE.
4.24 I 0
1-
3
0-4-3 1-3-1.5U=180
T +
LL-0
R=9 U=180
2x4(Al)
L'E i-10-10 -1.,--2-9-15-->j
2-9-3 Over 3 Supports
R=123 U=180 W=5.657"
120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 __ Q.TY:2 FL 1 - R - Scale =.375" Ft.
y,."'WARNINf" TRUSSES REOU[RE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND u ••.A T C L L 20.0 P S F R E F R 3 5 2-- 2 0 7 0 1BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PI ATE t'1 /
INSTI TOTE, 583 D'ONOFRIG DR., SU1 TE 200, MADI SON, NI 53719). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED V?. Q'tiFicq'% T C D L 7.0 P S F DATE 0 7/ 1 4/ 0 3
SMY rH LUMBER CO :: STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. : vG'
a F•T,RIISS niv 51 N„ "''IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION. CONTRACTOR. ALPINE ENGINEERED N0.42704 BC DL 10.0 PSF DRW SLTUSR352
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO _
2722:SdIIi1H APOPKA HLVDJ BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND B C L L 0. 0 P S F S L T- E N G W M R
APOPKA. FL 32703 . BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF - /
407-299-1 622 SPECIFICATION PUBLISHED BY THE AMER[CAN FOREST AND PAPER ASAND TPI. ALPINE S. P T 0 T. L D. 37.0 P S F S E Q N- 2 1 3 3 5 CONNECTORSAREMADEOF20GAASTMA653GR40GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO VVV R,O•• f FAX: 407 z99-91 53 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 PROFESSIONAL
ENGINEERING ...:: RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS -`roHn` D U R . F A C . 1.25 FROM S L C dHR
FICATb OFAUTHOIRI7AT1ONYt92%8 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OFTHEBUILDING DESIGNER. PER Jul .14: --- SPACING SEE ABOVE JREF- 1S4G352_Z04 ANSI/TPI1-1995 SECTION 2.
LCC13/t5 - L1 IHIS UWU PKLPARLD FKOM COMPUILK INPUT (LOADS & DIM M IUNS) SUBMIJILU HY HUSS MPH.
TOP CHORD 2x4 SP #2
BOT CHORD'2x4 SP #2
120 MPH WIND, 11.10 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
1 10 4
R=164 U=180
3-10-3
0
r R=73 U=180
L<1-4-011-1-- 7-0-12 .,I i7-
0-0 Over 3 Supports R=
359 U=188 W=8" PLT
TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY:19 FL 1 - - R - Scale =.375" Ft. WARNING**
TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND M ry1 •; e T 1. L L 20.0 P S F R E F R 3 5 2-- 2 0 7 0 2 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE IJ ! C
INSTITUTE,
THESE
D
UNCTION DR., SUITE HER
SE INDIC WI TOP
C , FOR
SAFETY PRACTICES FRIAR TO + ` A'F(•,•r /
T C D L 7.0 PSF FD A T E 0 7 / 1 4 / 0 3 PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED V fj` "'Y [' SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.%G ROOF.
TRUSSC%IVISION:i **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j No.42704 BC DL 10.0 PSF DRW SLTUSR352 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO S 2722soirHAPOPKABLVbBUILDTHETRUSSESINCONFORMANCEWITHTPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND S BC L L 0.0 DP S F S L T - E N G WM R APOPKAFLi92708BRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN : STATE OF [,Q / 407
299-1 522 CONNECTORSSPECIFICATON AREMADE OF BY
20GATHEASTMMA653AGR40REST GAILY. STEEL, EXCEPT ASSOCIATION)
ASNOTED.
T APPLYCLPINE
ONNECTORSTO
5 v FAx::
407-
2999153n..•Q R1t1 TOT . L D. 3 7.0 P S F S E Q N- 38729 EACH FACE OF TRUSS. AND UNLESS
OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z.
THE SEAL'ON THIS DR AN WING INDICATES ACCEPTANCE OF FR OFESSIONAL ENGINEERING NAL D URF A C . 1.25 FROM S L C RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUMOREWFION 4R9218: COMPONENT FOR ANY
PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2.
Ju1 14' ' - SPACING` 24.0" JREF- 1S4G352_ZO4
LZLLJlb - LZ) IMIJ UWU VKtYANLU tKUM LUMYUItK 1NKU1 (LUAU) & U1MtNNIVNJ) JUb M111tU by IKUJJ MFK.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
11-10-4
R=109 U=180
2-10-3
0
R=48 U=180
L<1-4-0111 5-0-12
5-0-0 Over 3 Supports
R=290 U=180 W=8"
120 MPH WIND, 10.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY2 FL 1 R Scale =.375" Ft.
WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P J F R F F R 3 52-- 2 0 7 0 3BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ._`}^ ,
INSTITUTE, 583 O'ONOFRIO DR., SUITE 200, MAD ISO N, NI 53719), FOR SAFETY FR ACTICES PRIOR TO `j pg[F(, a
c- PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOF CHORD SHALL HAYE PROPERLY ATTACHED J' " ` ` T C D L 7.0 PSFF D A T F 07114103SMYTHLUMBERCOSTRUCTURALPANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V +
ii00F,"`RU55CJIVISION —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ':ND aszon - BC DL 10.0 PSF DRW SLTUSR352PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 1
2722 SOU YH AP6PKA BLUR; BUILD THE TRUSSES IN CO Nf OR MA NLE NI TH TPI: OR FABR iC ATING. HA NOLIN6. SHIPPING. INSTALLING AND ! R.
APOPKA, F4 3270.3 BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN :STATE ;OF . BC L L 0.0 P S F S L T - E N G / W M R
CONNECTORS IAR EPMADE
SOFD
ZOGATAS TMMA653AGR 40R 6ALYANSTEEPERE%CEPTIASI NOTED
ND TAFPLYACONNEC TORS 70 R10P'r ao7z9s-1rzz TOT AD. 37.0 PSF SEQN- 38517FAx; 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERVISE LOCATED ON THIS DESIGN, FOSITIDN CONNECTORS PER V
PROFESSIONAL ENGINEERING -
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R F A C 1.25 FROM S L CRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS
CErTiTnc m OFAUn90RFZATI0N #9218COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER --- ANSI)
TPI 1-1995 SECTION 2. Jul 1d-'o3 -' SPACING 24.0" - JREF- 1S4G352_ZO4
LLC1.S/0 - t,i Ir11J UWU rntFANLu rMum L,urlruttrc irvrui (LUAUS n U1rItIVJTUI43) 3UDPI111CU DI 1-00 1—.
TOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
6 F--
2X4(A1)
L<1-4-oaL<-2-0-12—>j
2-0-0 Over 3 Supports
R=207 U=1800 W=4"
IT- 0-41.4R_ U=180
10 U=180
120 MPH WIND, 14.52 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
PLT TYP..Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 _ - QTY:4 FL 1 R - Scale
WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND
BRACING. .REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TFI (TRUSS PLATE
INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADI$0 N, XI 53119), FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 70P 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
R.(i_
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ENGWMR 2722 SOUTHAPOF'KA m :: APOFIW.FL
32703 407 299-
1 U22 : 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 RIFOREST ANDPAFE0. ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE
MADE OF 20GA ASTM A653 GR40 CALM. STEEL, EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE
OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER S STATE
OF r• 4 PjORQ,A y '• 4
BC T
0
T LL L
D .
0.0
3 7
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F S E 0 N 20283 D U
R F A C . 1.25 FROM S L C y PROFESSIONAL ENGINEERING _ CERTIFICATE OF
AUTiORrLATION4t921'8- DRAWINGS 160
A Z. THE SEAL'ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLtLY
FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR
ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PE0. ANSI/TPI
1-1995 SECTION 2. 1uI 14 ' 03 S'P ACING 24.0" JREF- 1S4G352_Z04
722137B - Cl) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD.
11-10-4
R=109 U=180
2-10-3
0
R=48 U=180
Lc1-4-0-5-0-12
5-0-0 Over 3 Supports
R=290 U=180 W=8"
120 MPH WIND, 10.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY::B FL 1 R - Scale =.375" Ft.
WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE, 583 D'ONOFR iO DR., SUITE 200, MAD ISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO
PERFOR PII NG THESE FUNCTIONS. UNLESS OTNE RXISE 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
b
IF1
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T C
T C
B C
L L
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20.0
7.0
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P S F
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R E F R 3 5 2-- 2 0 7 0 5
DATE 0 7 / 1 4 0 3SMYTHLUMBERCO.
ROOF:TRUSS n1YiS1ON D R W SL TUSR352
SLT-ENG WMR2722SOtfTHAPOPKABLV6:
AFOPM:A FL :32703 :
407 299 1,622
FAX:; 407 z99-91 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'/C
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 Aj'•
S STATL'• OF _.
V R1 1
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T 0 T
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P S F S E 0 N 38734
D U R F A C . 1.2 5 FROM S L CPROFES$IONAL ENGINEERING :
DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATE S ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND -USE OF THIS:.:
SPACING 24. 0" 1U R F F- c- I S 4 G 3 5 2 7 0 4CERTIFICATEofALFTHORi7A-r10N #9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER
ANSI/TPI 1-1995 SECTION 2.
J u l 14 U
LCL1J/b - UZ HIS UWU VRLVAKLU rKUM L,UMHUItK. INKUI (LOADS & U1MtIVJ1UNJ) JUtlMlIItU OT IKUJJ MrK.
TOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
1(10-4
IIR-48 U=180
1-1II0-3
9.C4.- 0
R=23 U=180
L<i-4'-011,--3-0-12--lj
3-0-0 Over 3 Supports
R=228 U=180 W=8"
120 MPH WIND, 10.10 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL-5.0 PSF, WIND BCDL=5.0 PSF.
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY112 FL 1 R Scale
WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND
BRACING. REFER TO H19-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 O'ONOFRIO DR., SUITE 200, MADI SO N. NI 53719). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHEDfVSTRUCTURALPANELS. 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 ANV DEVIATION FROM THIS DESIGN; ANY FAILURE TO
N4 •SALIF1C,,,4. %
F
F No 42704
y, A
T C
T C
B C
L L
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7.0
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R E F R 3 5 2-- 2 0 7 0 6
SMYTH LUMB. ER CO.
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DATE 0 7 / 1 4 / 0 3
D RW SLTUSR352
S L T - E N G WM R272250LITHAPOPKABLVE) .:
APOPKA, FL 32703
407-299-1 522
FA1c ?107 z98 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 ASTM A653 GR40 DALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER•••
STATE OF
S
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CERTTFcATE OF AU'TFIORQA710N itw 18:
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. Jul 14 '03 STACING" 24.0" JREF- IS4G352_Z04
LLL1.510 - UJ)
TOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
120 MPH WIND, 9.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE
IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
i
1-
0 - 1F= 9U=1800
4
9-4 0
9K= U=180
L<1-4-0 1-0-12
1-0-0 Over Supports
R=234 U=248 W=8"
PLT TYP. Wave TPI 95 R Design Crit:, TPI STD FLBC 6.10 QTY.;. 6 FL 1 R - Scale =.375" Ft.
WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M :RA _
1_'/!l
T C L L 20.0 P S F R E F R 3 5 2-- 20 7 0 7
INSTITUTE. 58J D'ONOFRIO -DR., SUITE 200, MAD ISO N, WI 53719), FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE [ND IC ATED. TOPCHORD 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
pp->; IFIC•w` i.fG!' '9j.';!y
No 42704 * ..:
T
BC
D L
DL
7.0
10.0
P S F
PSF
DATE 07114103
SMYTH LUMBER Cq
F200FITRUSSlJ1VIS10N f DRW SLTUSR352
SLT-ENG WMR2722150U7NAPOPIOABLVD1
POpKA. FL 32703 ::
407-2.99-1 522 -
FAx: 407 ?-K - l 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
SPEC IF ICATiON PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF 20 GA ASTM A653 GR40 GAL V. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
STATE of ;
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T 0 T
LL.
L D .
0.0
3 7.0
PSF
P S F S E Q N 20286
D U R F A C 1.25 FROM S L CPROFESSIONALENGINEERING
CERTIFICATE OF AUTHORRATIONY0921.E3
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.
ONpt L
Ul 1A.— U3......- - -..... SPACING 24 0 J R E F 1 S4 G 35 2_Z 0 4
ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C
2X4 BRACE
GABLE VERTICAL
SPACING SPECIESI GRADE
NO
BRACES
1) IX4 "L" BRACE 1 1) 2X4 1" BRACE . 2) 2X4 "L" BRACE •• 1) 2X6 "L" BRACE • 2) 2X6 "L" BRACE ••
GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B
1 / #2 3' 5" 5' 11" 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' II" 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" z 4" 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" e' 4" 10' 0" 10' 0" 13' 1" 13' l"
W STANDARD 3' 3' 4' 2" 4' 2" 5' 6" 5' 6" 7' S" 7' S" B' 7" 8' 7" 11' B" 11' B"
1 3' 9" 5' Ir 6' 4.. 7' 0" 7' 6" 8' 4" 8' 11" 10' I1" 11' 10" 13, 1" 14' 0" sp 2 3' 8" 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" 6' 9" 10' 3" 10' 3" 13' 1" 13' 9"
i C.2 DFL STUD 3' 6" 4' 11" 4' -11" 6' 6" 6' 6" 8' 4" B' 9" 10' 2" 10' 2" 13' 1" 13' 9"
STANDARD 3' 4" 4' 3" 4' 3" 5' B" 5' 8" 7' 7" 7' 7" 8' 9" 8' 9" 11' 11" 11' 11"
r- 1 2 3' 11" 6' 9" 6' 11" 8' D" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14' 0" 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 Q STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0"
1 4' 3" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" S P 2 4' 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0"
W QD 3 4' 0" 6' 2" 6' 2" B' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0"
DFL STUD 4' 0" 6' 1" 6' 1" 8' 0" 8' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0"
STANDARD 3' 11 5' 3" 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0"
Q
1 2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" S P F 3 4' 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"
0 STANDARD 4' 2" 5' 11 5' 11 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0"
x 1 4' 8" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0"
C S P 2 4' 7" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0"
3 4' 5" 7' 1" 7' 1" 8' 9" 9' T* 1 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0"
1DFL STUD 4' S' 7' 0" 7' 0" 8' 9" 9' 3" 1 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0"
STANDARD 4' 4" 6' 1" 1 6' 1" B' 0" 8' 0" 1 10' 6" 10' 9" 1 12' 5" 12' 5" 14' 0" 14' 0"
SYMM
2X4 #2N OR BETTER
DIAGONAL BRACE OPTION:
VERTICAL LENGTH MAY BE
DOUBLED WHEN DIAGONAL 18"
BRACE IS USED. CONNECT L. L
DIAGONAL BRACE FOR 870M BRACEATEACHEND. MAX WEB
TOTAL LENGTH IS 14'.
2X4 SP OR DF-L #2,
OR BETTER DIAGONAL r
VERTICAL LENGTH SHOWN BRACE; SINGLE OR
IN TABLE ABOVE. DOUBLE CUT L 17 ' AS SHOWN) AT
UPPER END.
ONTINU , B
CONNECT DIAGONAL AT REFER TO CHART ABOVE FORMIDPOINTOFVERTICALWEB.
BRACING GROUP SPECIES AND GRADES:
GROUP A:
SPRUCE -PINE -FIR HEM -FIR
1 2 ISTANDARD 2 STUPA3STUD3
DOUGLAS FIR -LARCH SOUTHERN PINE
3 3
STUD STUD
STANDARDI STANDARD
GROUP B:
HEM -FIR
1 k BTR
1
SOUTHERN PINE DOUGLAS FIR -LARCH
1 I I #I
2 #2
GABLE TRUSS DETAIL NOTES:
LIVE LOAD DEFLECTION CRITERIA IS L/240.
PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER
CONTINUOUS BEARING (5 PSF TC DEAD LOAD).
GABLE END SUPPORTS LOAD FROM 4' 0"
OUTLOOKERS WITH 2' 0" OVERHANG, OR 12"
PLYWOOD OVERHANG. -
ATTACH EACH "L" BRACE WITH IOd NAILS.
FOR (1) "L" BRACE: SPACE NAILS AT 2" O.C.
IN 18" END ZONES AND 4" O.C. BETWEEN ZONES.
FOR (2) "L" BRACES: SPACE NAILS AT 3" O.C.
IN 16" 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 I1' 6" 2X4
GREATER THAN Il' 8" 2.5X4
REFER TO COMMON TRUSS DESIGN FOR
PEAK, SPLICE, AND HEEL PLATES.
4;Z3 ,' IV1 " 'I" THIS DRAWING REPLACES DRAWING A10030E WARNING--
TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLING
AND BRACING. REFER T HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED 4
REF ASCE7-98—GAB12030 BY
TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI0 DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY
PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, HALL
HAVE 1 7S • NO. 42704 DATE 09/10/01 SMYTH
LUMBER CO. ERLY STRUCTURAL PANELS AND BOTTOM CHORD SHALL RDPRRIGIDCEILINGHAVEAOPROPERLYATTACHEDROOFTRU3S
DIVISION I MPORTANT 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 DESIGN)
ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, STATE OF ENG APOPKA,
FL 32703 HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLEPROVISIONSOFNDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-
299.1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AS
TMA653 GR40 GALV, STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFDRAWINGS Oj•••. <
O 1 P e
TOT. LD. 60 PSF FAx: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, PDSITION CONNECTORS PER 160
A-Z, THE SEAL THIS GA INDICATESACCEPTANCE OF OCUMPDNi
PROFESSIONALENGIN
ERING PROFESSIONAL
OR
TRUSSDESIGNSHOWN ENGINEERINGREPUONIDLCOMPONENTLARZss pNA-•SVSS`` CERTIFICATEPOFESTHISTHRNBUILDINGISTHEBRESPONSIBILITY
OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. u_n<•:c«`'4'` MAX. SPACING 24.0"
I GABLE DETAIL
ABOUT FOR LET -IN VERTICALS
GABLE
VERTICAL
LENGTH
RIGID SHEATHING
REINMI
GABLE VERTICAL PLATE SIZES
REFER TO ENGINEERED TRUSS DESIGN FOR PEAK.
SPLICE, WEB AND HEEL PLATES.
IF GABLE VERTICAL PLATES OVERLAP, USE A
SINGLE PLATE TO SPAN THE WEB,
EXAMPLE: 2*
2X4 2X8
VERTICAL LENGTH PLATE IF PLATES
BETWEEN CHORDS SIZE OVERLAP -
LESS THAN 4' 0" 1X4 OR 2X3 2X8
GREATER THAN 4' 0", BUT
LESS THAN 11' 6" 2X4 2X8
GREATER THAN 11' 6" 2.5X4 2.5X8
PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN.
ATTACH EACH "T" REINFORCING MEMBER WITH
HAND DRIVEN NAILS:
lOd COMMON TOENAILS AT 4" O.C. PLUS (4) 18d COMMON TOENAILS IN TOP
AND BOTTOM CHORD.
GUN DRIVEN NAILS - 0.131" X 3":
TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD.
THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE CABLE DETAIL FOR ASCE
OR SBCCI WIND LOAD.
ASCE 7-93 GABLE DETAIL DRAWINGS
A11015EN0699, A10015EN0699, A09015EN0899, A08015EN0699, A07015EN0699
A11030EN0699, A10030EN0699, A09030EN0699, A08030EN0699, A07030EN0899
ASCE 7-98 CABLE DETAIL DRAWINGS
A13015EC0901, A12015EC0901, A11015EC0907, A10015EC0901, A08515EC0901
A13030EC0901, A12030EC0901, A11030EC0901, A10030EC0901, A08530EC0901
SBCCI GABLE DETAIL DRAWINGS
S11015EN0699, S10015EN0699, 509015EN0699, 508015EN0699, S07015EN0899
S11030EN0699, S10030EN0699, S09030EN0699, 508030EN0899, 507030EN0699
SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI
WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE
VERTICAL LENGTH.
zxe "T"
REINFORCING
MEMBER
zxa "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 (I)
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" BRAG
WIND SPEED
AND MRH
T" REINF.
MBR. SIZE SBCCI ASCE
110 MPH
IS FT
2x4 10 7. 10 7.
2x6 40 7. 50 7.
110 MPH
30 FT
2x4 10 7. 10 7.
2x6 50 7. 50 7.
100 MPH
15 FT
2x4 10 7. 10 7.
2x6 30 7. 50 7.
300 MPH
30 FT
2x4 10 7. 0 7.
2x6 40 7. 40 7.
90 MPH
15 FT
2x4 20 7. 10 7.
2x6 20 7. 40 7.
90 MPH
30 FT
2x4 IO 7. 10 7.
2x6 30 7. 50 7.
80 MPH
15 FT
2x4 10 7. 20 7.
2x6 10 7. 30 7.
BO MPH
30 FT
2x4 20 7. 10 7.
2x8 20 7. 40 7.
70 MPH
15 FT
2x4 0 7. 20 7.
2x6 0 7. 20 7.
70 MPH
30 FT
2x4 10 7. 20 7.
2x6 10 7. 30 7.
EXAMPLE:
ASCE WIND SPEED = 100 MPH
MEAN ROOF HEIGHT = 30 FT
GABLE VERTICAL = 24" O.C. SP p3
T" REINFORCING MEMBER SIZE = 2X4
T" BRACE INCREASE (FROM ABOVE) = 107. 1.10
1) 2X4 "L" BRACE LENGTH = 6' 7"
MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH
1.10 x 6' 7" = 7' 3"
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
BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRI DR., SUITE 200, MADISON, WI, 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, ls 'szV !,`IFI r•"IC ••
i
1
REF LET -IN VERT
DATE 10/24/01
SMYTH LUMBER C O. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
HAVE A PROPERLY ATTACHED RIGID CEILING. FURNISHDRWG ROOFTRUSSDIVISIONkIMPORTANTx A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS No. 42704 GBLLETIN1001 ENG DLJ/
KAR 2722SOUTH APOPKABLVD. ANDLING,NSHIPPING, FAILURE WITH tNTALLINGTHE ANDTRUSSESBRACiNG10FCRUSESNCEDESIGNICONFOORMSBWITHTING, APOPIU, FL 32703 APPLICABLEPROVISIONSOFNDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE CONNECTORS NOTEDTFAPPLYI 407-299-
1522gSTMlA653GR40TGALV.PSTEELAEXCEPTTAS CONNECTORS TO EACH FACE OF OGA STATE OF TOT. LD. 60 PSF FAx: 407-299-9153ENGINEERINGTRUSSAND, UNLESS
THERWISE
LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2.
THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL A R. FAG. ANY
PROFESSIONAL -
ENGINEERING RESPONSIBILITY SOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE O Q ` AX SPACING . 24.0 '
CERTIFICATE OF AUTHORIUTION p92iBRESPONSIBILITYOFTHISCOMPONENTFORANYPARTICULARBUILDINGISTHEOFTHEDESIGNER, PER ANSI/TPI 1-1995 SECTION 2.^C`(1.••0 BUILDI NG Y
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-
W2X4
1
12 MAX2,(— 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
t
W2X4
OPTIONAL STUB
END DETAIL
x
W4X4
IF
OPTIONAL HIP
JOINT DETAIL
k E
COMMON TRUSSESI PARTIAL FRAMING
20-0-0 MAX (++) alul11111mu i AT 2 OC I PLAN
SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. w S//////i Q`!' THIS DRAWING REPLACES DRAWING A105
WARNING.. TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SNIPPING,
INSTALLING AND BRACING, REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED V •', G TC LL 30 30 40 PSF REF VALLEY DETAIL
BY TPl (TRUSS PLATE"INSTITUTE, 563 D'ONOFRIO DR., SUITE 200, MADISON. WI. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, DL 20 15 7 PSF DATE 06/25/99TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALeSMYTHLUMBERCo. HAVE A PROPERLY ATTACHED RIGID CEILING. 1NO.42704 C
w
IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIE ROOINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS FTRUSS DIVISIONENGINEERED = DL 10
10 10 PSF DRWG VALTRUSS0699 ENG MLH/
IG4R 2722 SOUTHAPOPKABLVD. DESGN; ANY FAILURE _TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, _ HANDLING, SHIPPING,
INSTALLING AND BRACING LL 0 0 0 PSF OF TRUSSES. DESIGN CONFORMS WITH' APOPKA, FL32703APPLICABLEPROVISIONSOFNDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FORESTANDPAPERSTATEO F Q OT: LD. 60 407-299-1522 ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAS ASTM A653GR40GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAX: 407-299-91 53 TRUSS AND, UNLESS OTHERWISE LOCATED N THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160
A-Z. THE SEAL ON THIS DRAVING INDICATES ACCEPTANCE OF PROFESSIONAL 1 •,• ,• l'
O^ 'cO 1O
Q•.•• i ^/^•••• "N55 57
PSF PROFESSIONAL ENGINEERING
ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND
USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE C' _ (.`\'`\\ 4j + •••••••• •• DUR.
FAC.
1.25/1.33 1.151.15 SPACING 24
CERTIFICATE OFAVTHORRATIDNH9210RESPONSIBILITYOFTHEBUILDING_ DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. o` w c
e
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 VALLEYSUPPORTINGTRUSSBRACINGDETAILS. RAFTERS
B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10".
RIDGE
B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS ll'-2". RAFTER
FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE.
FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAILS AT 4" OC.
FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC.
TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH
PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR
VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN
FOR THE SUPPORTING TRUSS.
2) 16d BOX NAILS, TOE -NAILED THRU
CRIPPLE INTO RIDGE BOARD
3) 16d BOX NAILS
D)F-(A)
C) (
B
3) 16d BOX NAILS
4'0" TYP. B)
3) 16d BOX NAILS,
TOE -NAILED
RATED
SHEATHING
PARTIALPARTIAL FRAMING PLAN
I ULVL 1V1 U 1V 11\UJJliJ t11 r.-* UV
2) 16d BOX NAILS, \
TOE -NAILED
D) (
A)
C)
3) 16d BOX
NAILS, TOE -NAILED
3) 16d BOX
NAILS, TOE -NAILED
GIRDER
L(2) 16d BOX NAILS, TOE -NAILED (TYPICAL) SUPPORTING TRUSSES
RATED SHEATHING CONNECTED TOZ(3)
AT 24" OC MAX SPACING
TRUSS TOP CHORDS PER SPECIFICATIONS
16d BOX NAILS, TOE -NAILED THRU
CRIPPLE INTO RATED SHEATHING THIS DRAWING REPLACES DRAWING V105-CONY
WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING,
INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED LL 30 30 40 PSF REF CONY. VALLEY
BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR
SAFETY PRACTICES PRIOR T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL•••••
V `'FIC ^•• Cry DL 20
i
15 7 PSF DATE 06/25/99
SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANI-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. FjC L lO lO lO PSF DRWG VALCONVF0699
ROOF TRU55 DIVISION
ALPINE
ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING.
z :• BCy 0 0 0PSF ENG MLH/KAR2722SOUTHAPOPKABLVO. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. 'DESIGN CONFORMS WITH N0,42704 APOP1u,
FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 60 57 PSF 55407-299-1522 FAX:
407-299-9153 AMERICAN
FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM
A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS
AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS
160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL L
STATE
OF Z O •.IC.1.25/1.33 TOT.=
L,D. 1.
15 1.15 PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWNTHESUITABILITY
AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE 5 ••'. /
C CING SEE ABOVE CERTIFICATEOFAUTHORIZATION #921 RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. r :•• jO '.• L Q . r
L
TOP CHORD 2X4 #2 OR BETTER
BOT CHORD 2X4 #2 OR BETTER
WEBS 2X4 #3 OR BETTER
REFER TO SEALED DESIGN FOR DASHED PLATES.
SPACE PIGGYBACK VERTICALS AT 4' OC MAX.
PIGGYBACK DETAIL
TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE
IS NOT DIRECTLY OVER ANOTHER.
PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO
TRUSS TOP CHORD WITH 1.5X3 PLATE.
ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK
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 PURLLN SPACING
120 MPH WIND, ASCE 7-98, CAT I1, 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.
Em E
E E
EITHER PLATE OPTIONAL
B
LOCATION IS SPLICE B / BACCEPTABLEp
B D—SPLICE
B
2.
TYP. B
B
H
I;
MF
I AC
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 80% LENGTH OF WEB
MEMBER. ATTACH WITH 8d NAILS AT 4" OC.
2x4 "T" BRACE. SAME GRADE, SPECIES AS WEB
10' TO 14' MEMBER, OR BETTER, AND 80% LENGTH OF WEB
MEMBER. ATTACH WITH 16d NAILS AT 4" OC.
PIGGYBACK SPECIAL PLATE
ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF
FABRICATION. ATTACH TO SUPPORTING TRUSS WITH
4) 0.120" X 1.375" NAILS PER FACE PER PLY, APPLY
PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND
SPACE 4' OC OR LESS.
00 o000o0 0 oo0
2„
OO
o0o0000o00 I_
8
1/4" ATTACH
PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. y,,;3 a'1II11 ""i7WING REPLACES DRAWINGS 634,016 634.017 & 847.045 WARNING-- TRUSSES
REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING, INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHE A /y N/ MAXLOADING REF PIGGYBACK BY TPI (
TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, W1. 53719) FOR SAFETY PRACTICES
PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD
SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL y.`` •.•••• e"
V IF'C •• f, '9T • rim 55
PSF
AT DATE 06/25/99 SMYTH LUMBER
CO. HAVE A PROPERLY ATTACHED RIGID CEILING. r IMPORTANT—
FURNISH A COPY OF THIS DESIGN TO THE S1.33 DUR. FAC. DRWG PIGBACKB0699 ROOF TRUSSDIVISIONINSTALLATIONCONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ENG DLJ/
KAR 2722SOUTHAPOPKABLVD. THEWITHNO.42704 E 50 PSF AT APOPKA. FL
32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 9.25 DUR. FAC. 407-299-
1522 FAX: 407-
299-9153 AMERICAN FOREST
AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTM A653GR40GALV, STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE STATE O F 47 PSF AT PROFESSIONAL LOCATED
ON
THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY
i 1.1 5 DUR. FAG. ENGINEERING SOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE - FORNENT ANYAR
USECTIONI2THENANSI/TPIyACING
24,
0 CERTIFICATE OFAUT1I0RIZATION#921a RESPON$IIB [L.TYDOFSTHEOFBUIIL DING DESIGNER, IGNER, 1L1995 Os/0N
AV. r t
BOTTOM CHORD FILLER DETAIL
OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX
SIZES (1X3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE
OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX
11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE
ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO
EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND
TRULOX PLATE REQUIREMENTS.
REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS
DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT
SHOWN.
ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES
MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**)
FILLER BOTTOM CHORD
OR WEDGE SPECIES
MAXIMUM REACTION MINIMUM
BEARING AREA
REQUIRED NAILS PER FACE WITH TRULOX PLATES
DOWNWARD UPLIFT 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L.
DOUGLAS FIR -LARCH 3281# 1656 1.5" X 3.5 12 11 10 9 8
HEM -FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6
SPRUCE -PINE -FIR 2231# 1192 1.5" X 3.5" 10 9 8 8 6
SOUTHERN PINE DENSE 3465# 1791 1.5" X 3.5" 12 11 10 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++
MAX
3Xl
3X8
TRULOX18"
LOXMAX42X8WEDGE(
2)8D NAILS CUT TO FIT AE
DRAWING REPLACES DRAWINGS A115 A115/R & 884,132
W'ARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING,
INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED
BY TPI (TRUSS PLATE INSTITUTE, 593 D'ONOFRI DR., SUITE 200, MADISON, WI, 53719) FOR
SAFETY PRACTICES PRIOR T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,••TIFICq'•, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
a`p qN 4V
1 `•
TC LL PSF
DL PSF
REF BC FILLER
DATE 06/25/99
SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. y B DL 10.0 PSF DRWG BCFILLER0699ROOFTRUSSDIVISION
IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE
ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
i
ENG DLJ/KAR2722SOUTHAPOPKABLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, 2 NQ, 42704- c LL - PSF
APOPKA. FL 32703
HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH
APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE j'Q`_ LD. - PSF407-299-1522
FAX: 407-299-9153
AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA
ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF
TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF FAC.1.0/1.15/1.25/1.33PROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL
ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
A
CERTIFICATE OF AUTHORIZATION it921El SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE O / t1 P•• RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2.
All
j ` \C ACING 24.0"
S/ON Al
I$
M
STEPDOWN CORDER SET
TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE
BOT CHORD 2X4 SO. PINE #2 N
WEBS 2X4 SO. PINE #3
HIPJACK TOP CHORD LUMBER GRADE
MAX NORMAL
OVERHANG
LENGTH***
MAX HIPJACK
OVERHANG
LENGTH***
SOFFIT WEIGHT
2 PSF 10 PSF
1-06-00 2-01-07 2 N 2 N
1-09-00 2-05-11 2 2 DENSE OR #1 N
2-00-00 1 2 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#
2' TYI
7'
5'
CORNER SET
SETBACK 3'
7' 0" 0
1'
4
2 HIP OR COMMON TRUSS
1 HIP TRUSS
J5
J3 11
J1
J
J1 J3 J5 J7 J7 J7 J
fiT* 1 J 5 'T 2' TYP.
OPTIONAL VERTICAL WEB. USE W1.5X4 AT
BOTTOM OF VERTICAL. USE W3X4 AT TOP
OF VERTICAL AND DIAGONAL WEB.
2) 16d TOENAILS
J1
J3 HJ ** (3) 16d TOENAILS
J5 **
J7 **
3.00 12 * 2.12 12 W2X4
600 qO
wzx4 W2X5 ' W3X4
ALTERNATE LOADINGi
OR
TCLL 20 PSF
SIIMPSON TCDL 20 MAX PSF
3/4" - THJA26 BCDL 10 PSI-',
TOT.LD. 50 MAX PSF
5' 9-10-13 OVER 2 SUPPORTS ' "7 *** DUR.FAC. 1.25R=463#, W=3.50" R=652#, W=3.50"
END AND CORNER JACKS HIPJACK
THIS DRAWING REPLACES
ti S•1 "" roar DRAWING HC11795029
WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, /
INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PU13LISHE A C LL 3O MAX PSF REF 7 STBK CSBYTPI (TRUSS PLATE INSTITUTE, 563 D'ONOFRIG DR., SUITE 200, MADISON, WI. 53719) FOR • iC j •. C` yJSAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, \ •, r l..q •' 1 DL, 15 MAX' PSF DATE 06/25/99
SMYTH LUMBER C O, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
HAVE A PROPERLY ATTACHED RIGID CEILING. 'f t•,
IMPORTANT.- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE : BC L 10 PSF DRWG CS7SBK3A0699ROOF'TRUSS DIVISION - ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, * NO, 42704 1,L 0 PSF -ENG SJP/KARHANDLING, SHIPPING, INSTALLING AND BRACING DF TRUSSES. DESIGN CONFORMS. WTH = _
APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE
407.299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPi, ALPINE CONNECTORS ARE MADE OF 20GA 0T_= LD. 55 MAX PSFASTMA653GR40GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF ' STATE OFFAX: 407-299-9153 TRUSS AND, UNLESS THERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER izi `
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL i A • • FAC. 1.3 3PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWNTHE ''• /
f '';
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE i O •'. IC 7CERTIFICATEOFAUTHOR"TION#921U RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI I-1995 SECTION 2. _ P . n RvOP_- ACING SEE ABOVE
sioiva.
lost-
CLB WEB BRACE SUBS.TI
T—BRACING
THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) OR
IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB L—BRACING:
BRACING METHOD IS DESIRED.
06110611
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.
TI0N
APPLY TO EITHER SIDE OF WEB
NARROW FACE
ATTACH WITH 16d NAILS AT 6" O.C.
BRACE IS A MINIMUM 80% OF WEB
MEMBER LENGTH
SCAB BRACING:
APPLY SCAB(S) TO WIDE FACE OF WEB.
NO MORE THAN (1) SCAB PER FACE.
ATTACH WITH 10d NAILS AT 6" O.C.
BRACE IS A MINIMUM 80% OF WEB
MEMBER LENGTH
WARNING-- 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'ONOFRI DR., SUITE 200, MA ISON, WI. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,
S MYTH LUMBER CO.
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE
ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
2722 SOUTH APOPKA BLVD. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING,
APOPMA, 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
FAX: 407.299-9153
ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF
TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL
PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
CERTIFICATE OF AUTHORIZATION #9218 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2.
P,
C, 1 TIFIC,9 c•.
No. 42704
STATE OF
T-BRACE \
OR
L-BRACE
T-BRACE L-BRACE
SCAB
THIS DRAWING REPLACES DRAWING 579,640
LL
DL
DL
LL
9 LD.
PSF
PSF
PSF
PSF
PSF
REF CLB SUBST.
DATE 06/25/99
DRWG BRCLBSUB0699
ENG MLH/KAR
R. FAC
ACING
Herx & Associates Inc.
L a n d S u r v e y i n g
769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808
Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping
Map of Survey
LINE BEARING DISTANCE
L I S 89°59'43"W 50.00'
L 2 N 89°59'43"E 50.00'
LOT 88
LOT 71
P.C.P.
CIL MONROE VIEW TRAIL
i (50' R/W) TRACT "F"
PR 1 VATE ROADWAY
N 89° 59 ' 43 "E
REFERENCED BEARING
Ir280 56 P. C.P.
dra a J' -1
CIL VENETIAN BAY CIRCLE
50 ' R/W) TRACT F " PRIVATE ROADWAY
Max Coverage - 64
SETBACKS:
CITY OF SANFORD Front 25' Reor 20 SITE DATA
Side 5 ' Corner 15 M_P_ERVIO_US SO. FT. - 5 I%
LEGAL DESCRIPTION: Lot 72. - V E N E T I A N BA Y Minimum Lot Width 50' LOT S0. FT.
according to the plot thereof as recorded in Plot Book 63, 1 M P E R V 1 0 U S AREA - 2825 SO. FT.
at pages 84 - 88 of the Public Records of Seminole County, Florida. Note: Bearings shown hereon are referenced to the CIL
X", of VENETIAN BAY CIRCLE as being S 895943"W. FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone
according to the Flood hsuronce Rate Map Community Panel Number Vertical datum is based on NGVD per Engineering
12028 9 0035E. Dated 0 4117195. construction plans by Ned H i l l e r Engineering. hc.
City or Sanford. Community Number 120294) Job Number 2001.
Legend
General Notes:
1. This is a BOUNDARY Survey in the field on fRO FOSEb Temporary Benchmark
assumed datum)
ois Offset
O.R.B. Official Records Bookperformedp8PlatBook2. No aerial, surface or subsurface utility installations, underground improvements or BOW Back of sidewalk PC Point of Curvature
subsurface/aerial encroachments, ifany, were located. C/L Centerline PCC. Point of Compound Curvature
3. Building ties Shown are to the exterior unfinished foundation surface Or lormboard. d
CALC
Central or (Delta) Angle
CalculatedCB
P.C.P. Permanent Control Point
4. Elevations shown hereon, if any, are assumed and were obtained from approved Chord Bearing PageP.
R.M. Construction plans provided by the Client unless otherwise noted, and are shown CD Chord P.R Permanent Reference Monument
PProperty Line ytodeproposedoractualdifferenceinelevationrelativetotheassumedonlydepicttheropppC.M. Concrete Monument P. 0.8. Point of Beginning temporaryBenchmarkshownhereon. EL. or ELEV Elevation P.O.C. Point of Commencement 5.
The parcel shown hereon is subject to all easements, reservations, restrictions, and FINAL EL. Elevation (Measured) P. I Point of Intersection Rights -
of -way of record whether depicted or not on this document. No search of the FD. Fin.
Fl. Elev. Found
Finished
Floor Elevation PRC. Point of Reverse Curvature Public
Records has been made b this office. Y1. P. Iron Pipe PT.
Point of Tangency 6.
The legal description shown hereon is as furnished by client. I.R. Iron Rod R
Radius RAD
Radial Line 7. Platted and measured distances and directions are the same unless otherwise noted. L Arc Length RES. Residence Denotes
M"iron rod with yellow plastic cap marked LB4937 or LS3182, or LB Licensed Business RA,vRight -of -Way iron
rod with red plastic cap marked "Witness Corner'; unless otherwise noted. LS. Land Surveyor TBM Temporary Benchmark O
Denotes P.C.P. (Permanent anentcontrol point) Mea Measured TYP. Typical Denotes
Permanent Reference Monument N/D(N&D) N.
R. Nail
and Disk Not
Radial Fence symbol see drawing) X—
X- Fence symbol (see drawing) Certification:
Not valid without the signature and the original raised seal of
aFlorida licensed Surveyor an r apperDrown by: AH ThissurveymeetstherequirementoftMinimumTechn'aldsascontainedin heIGdaAdministrativode. pheporedbFor: MORRISON Sketch
of Legal Description Job Number: 02-017-02 This
is not a Survey Scale : 1-- 30' William
A. Herx, P.L.S. Florida Registered d Surveyor No. 3162 Plot p 1 on per formed : 12- 16-03 Darae
L. Przemieniecki, P.S.M. Registers Su eyor and Mapper No. 6030 F o un d ol i o n Survey: William
R. Herx, P. S.M. Registered Survey d Mapper No. 6092 Final Survey Herx &
Associates Inc., State of Florida LB 4937 Revision $
FORM 600A-2001
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: LANTANA Builder. MORRISON HOMES
Address: UB Ze,C
Permitting Office: C7C.
City, State: / j`G iL. Permit Number -
Owner: YV10K-SDIv HbW1 Jurisdiction Number
Climate Zone: Central
1. New construction or existing
2. Single family or multi -family
3. Number of units, if multi -family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (ft2)
7. Glass area & type Single Pane
a. Clear glass, default U-factor 253.0 ft2
b. Default tint 0.0 ft2
c. Labeled U or SHGC 0.0 W
8. Floor types
a. Slab -On -Grade Edge Insulation
b. N/A
c. N/A
9. Wall types
a. Concrete, Int Insul, Exterior
b. Frame, Wood, Exterior
c. Frame, Wood, Adjacent
d. N/A
e. N/A
10. Ceiling types
a. Under Attic
b. N/A
c. N/A
11. Ducts
a. Sup: Une. Ret: Uno. AH(Sealed):Garage
b. N/A
New
Single family
1
4 --
Yes
1846 ft2
Double Pane
0.0 ft2
0.0 ft2
0-0 W
R=0.0, 201.0(p) ft --
R=4.1, 1150.4 fe
R=11.0, 17.0 ft2 _
R=11.0, 418.0 fe
R=30.0, 1851.0 W
Sup. R=6.0, 1.0 ft
12. Cooling systems
a_ Central Unit
b. N/A
c. N/A
13. Heating systems
a. Electric Heat Pump
b. N/A
c. N/A
14. Hot water systems
a. Electric Resistance
b. N/A
c. Conservation credits
BR -Heat recovery, Solar
DHP-Dedicated heat pump)
15. HVAC credits
CF-Ceiling fang CV -Cross ventilation,
HF-Whole house fan,
PT -Programmable Thermostat,
MZ-C-Multizone cooling,
MZ-H-Multizone heating)
Glass/Floor Area: 0.14 Total as -built points: 27499 PASSTotalbasepoints: 28780
I hereby certify that the plans and specifications covered
by this calculation are in complian ith the Florida
Energy Code.
PREPARED BY:
2 /L 3DATE:
I hereby certify that this buil g, a esigned, is in
compliance with the Florid n ode.
OWNERIAGENT-
DATE:
Cap: 35.0 kBtu/hr
SEER: 12.00
Cap: 35.0 kBtu/hr
HSPF: 7.80
Cap: 50.0 gallons
EF: 0.86
PT,
Review of the plans and STAPBspecificationscoveredbythis
indicates
00"E
calculation compliance
with the Florida Energy Code.
Before construction is completed a
this building will be inspected for
compliance with Section 553.908 ions
Florida Statutes.
BUILDING OFFICIAL: 1
DATE: . r% t
sion: FLRCSB v3.30)
Y
FORM 60OA-2001
1
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 - Omt Len Hgt Area X SPM X SOF = Points
18 1846.0 25.78 8566.2 Single, Clear NW 5.0 4.0 15.0 40.72 0.61 373.0
Single, Clear NW 1.4 12.5 24.0 40.72 1.00 973.1
Single, Clear NE 1.4 8.0 38.0 47.10" 0.97 1737.9
Single, Gear NE 1.4 8.0 38.0 47.10 0.97 1737.9
Single, Clear SE 1.4 9.0 53.0 61.07 0.97 3141.7
Single, Gear SE 1.4 8.0 19.0 61.07 0.96 1117.9
Single, Clear SE 1.4 8.0 19.0 61.07 0.96 1117.9
Single, Clear SW 1A 8.0 19.0 56.99 0.96 1042.3
Single, Clear SW 1.4 8.0 28.0 56.99 0.96 1536.1
As -Built Total: 253.0 12778.0
WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points
Adjacent 418.0 070 292.6 Concrete, Int Insul, Exterior 4.1 1150.4 1.18 1357.5
Exterior 1167.4 1.90 2218.1 Frame, Wood, Exterior 11.0 17.0 1.90 32.3
Frame, Wood, Adjacent 11.0 418.0 0.70 292.6
Base Total: 1585.4 2510.7 As -Built Total: 1585.4 1682.4
DOOR TYPES Area X BSPM Points Type Area X SPM Points
Adjacent 18.0 1.60 28.8 Exterior Wood 34.0 7.20 244.8
Exterior 34.0 4.80 163.2 Adjacent Insulated 18.0 1.60 28.8
Base Total: 52.0 192.0 As -Built Total 52.0 273.6
CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points
Under Attic 1851.0 2.13 3942.6 Under Attic 30.0 1851.0 2.13 X 1.00 3942.6
Base Total: 1851.0 3942.6 As -Built Total: 1861.0 3942.6
FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points
Slab 201.0(p) -31.8 6391.8 Slab -On -Grade Edge Insulation 0.0 201.0(p 31.90 6411.9
Raised 0.0 0.00 0.0
Base Total: 6391.8 As -Built Total: 201.0 6411.9
INFILTRATION Area X BSPM Points Area X SPM Points
1846.0 14.31 2641.6.3 1846.0 14.31 26416.3
EnergyGaugeO DCA Form 600A-2001 EnergyGauge@/RaRES'2001 FLRCSB v3.30
Y
FORM 60OA-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #.
BASE AS -BUILT
Summer Base Points- 36236.9 Summer As -Built Points: 38680.9
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)
38680.9 1.000 1.087 x 1.150 x 0.95) 0.284 0.950 12400.7
36235.9 0.4266 15031.6 38680.9 1.00 1.188 0.284 0.950 12400.7
EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeORaRES'2001 FLRCSB v3.30
FORM 60OA-2001
INTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
GLASS TYPES
18 X Conditioned X BWPM = Points Overhang
Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Points
18 1846.0 5.86 1947.2 Single, Gear NW 5.0 4.0 15.0 14.97 0.99 222.7
Single, Clear NW 1.4 12.5 24.0 14.97 1.00 358.9
Single, Clear NE 1.4 8.0 38.0 14.70 1.00 558.9
Single, Clear NE 1.4 8.0 38.0 14.70 1.00 558.9
Single, Gear SE 1.4 9.0 53.0 10.59 1.02 572.1
Single, Clear SE 1.4 8.0 MO 10.59 1.02 205.6
Single, Clear SE 1.4 8.0 19.0 10.59 1.02 205.6
Single, Clear SW 1.4 8.0 19.0 11.59 1.01 222.6
Single, Clear SW 1.4 8.0 28.0 11.59 1_01 328.0
As -Built Total: 253.0 3233.4
WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points
Adjacent 418.0 1.80 752.4 Concrete, Int Insul, Exterior 4.1 1150.4 3.31 3802.1
Exterior 1167.4 2.00 2334.8 Frame, Wood, Exterior 11.0 17.0 2.00 34.0
Frame, Wood, Adjacent 11.0 418.0 1.80 752.4
Base Total: 1585.4 3087.2 As -Built Total: 1585.4 4588.5
DOOR TYPES Area X BWPM Points Type Area X WPM Points
Adjacent 18.0 4.00 72.0 Exterior Wood 34.0 7.60 258.4
Exterior 34.0 5.10 173.4 Adjacent Insulated 18.0 4.00 72.0
Base Total: 52.0 245.4 As -Built Total: 52.0 330.4
CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points
Under Attic 1851.0 0.64 1184.6 Under Attic 30.0 1851.0 0.64 X 1.00 1184.6
Base Total: 1851.0 1184.6 As -Built Total: 1851.0 1184.6
FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points
Slab 201.0(p) 1.9 381.9 Slab -On -Grade Edge Insulation 0.0 201.0(p 2.50 502.5
Raised 0.0 0.00 0.0
Base Total: 381.9 As -Built Total: 201.0 502.5
INFILTRATION Area X BWPM Points Area X WPM Points
1846.0 0.28 516.9 1846.0 -0.28 516.9
EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCSB v3.30
FORM 60OA-2001
INTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
Winter Base Points: 6666.6 Winter As -Built Points: 9322.6
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)
9322.6 1.000 1.078 x 1.160 x 0.95) 0.438 0.950 4603.6
5565.6 0.6274 3491.9 9322.6 1.00 1.188 0.438 0.950 4603.6
EnergyGaugeTm DCA Form 600A-2001 EnergyGauge@/FNaRES'2001 FLRCSB v3.30
FORM 60OA-2001
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A Details
I ADDRESS: , , , PERMIT *
BASE AS -BUILT
WATER HEATING
Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total
Bedrooms Volume Bedrooms Ratio Multiplier
4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5
As -Built Total• 10494.6
CODE COMPLIANCE STATUS
BASE AS -BUILT
Cooling + Heating +
Points Points
Hot Water
Points
Total
Points
Cooling
Points
Heating + Hot Water = Total
Points Points Points
16032 3492 10266 28780 12401 4604 10496 27499
yoe 'WE SrarFo
Glo Mp
EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge@JFIaRES'2001 FLRGSB v3.30
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 cfnVsq.ft. window area .5 cfm/s .ft. door area.
Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa
foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility
penetrations; between wall panels & top/bottom plates; between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends
from and is sealed to the foundation to the top plate.
Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss orjoint members.
EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed
to the perimeter, penetrations and seams.
Ceilings 606.1 ABC.12.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chas
soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat
attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is
installed that is sealed at the perimeter, at penetrations and seams.
Recessed Lighting Fixtures 606.1.ABC.12.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a
sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from
conditioned space, tested.
Multi -story Houses 606.1.ABC.12.5 Air barrier on perimeter of floor cavity between floors.
Additional Infiltration regts 606.1 ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP
have combustion air.
6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.)
COMPONENTS SECTION REQUIREMENTS CHECK
Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit
breaker electric or cutoff as must be provided. External or built-in heat trap required.
Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools
must have a pump timer. Gas spa & pool heaters must have a minimum thermal
efficiency of 78%.
Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG.
Air Distribution Systems 610A 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 1 Separate readily accessible manual or automatic thermostat for each system.
Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides.
Common ceiling & floors R-11.
EnergyGaugeTm DCA Form 60DA-2001 EnergyGauge&FIaRES'2001 FLRCSB v3.30
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 84.3
The higher the score, the more efficient the home.
1. New construction or existing New _ 12. Cooling systems
2. Single family or multi -family Single family a. Central. Unit Cap: 35.0 kBtu/hr _
3. Number of units, if multi -family I _ SEER: 12.00 _
4. Number of Bedrooms 4 _ b. N/A
5. Is this a worst case? Yes _
6. Conditioned floor area (ft2) 1946 ft2 c. NIA
7. Glass area & type Single Pane Double Pane
a. Clear - single pane 253.0 ft2 0.0 ft2 13. Heating systems
b. Clear - double pane 0.0 ft2 0.0 ft2 a. Electric Heat Pump Cap: 35.0 kBtu/hr
i c. Tint/other SHGC - single pane 0.0 ft2 0.0 ft2 HSPF: 7.80 _
d- Tint/other SHGC - double pane b. N/A
8. Floor types
a. Slab -On -Grade Edge Insulation R=0.0, 201.0(p) ft _ c. N/A
b. N/A
c. N/A 14. Hot water systems
9. Wall types a. Electric Resistance Cap: 50.0 gallons
a. Concrete, Int Insul, Exterior R=4.1, 1150.4 ft2 _ EF: 0.86 _
b. Frame, Wood, Exterior R=11.0, 17.0 ft2 _ b. N/A
c. Frame, Wood, Adjacent R=11.0, 418.0 ft2 _
d. NIA c. Conservation credits
e. N/A HR-Heat recovery, Solar
10. Ceiling types DHP-Dedicated heat pump)
a. Under Attic R=30.0, 1851.0 ft2 _ 15. HVAC credits PT,
b. N/A CF-Ceiling fan, CV -Cross ventilation,
a N/A HF-Whole house fan,
11. Ducts PT -Programmable Thermostat,
a. Sup: Unc. Ret: Unc. AH(Sealed):Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling,
b. N/A 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:
NOTE: The home's estimated energy performance score is only available through the FLARES computer program.
This is rLot aBuilding Energy Rating. Ifyour score is 80 or greater (or 86for a US EPADOE EnergyStar 'designation),
your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating.
Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edufor
information and a list of certified Raters. For information aboutFlorida's Energy Efficiency Code For Building Construction,
contact the Department ofCommunity Affairs at 8501487-1824.
EnergyGauge® (Version: FLRCSB v3.30)
IF
RIGHT-J CALCULATION PROCEDURES A, B, C, D
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: LANTANA 1048-02
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
Procedure A -Winter Infiltration HTM Calculation*
1. Winter infiltration AVF
0.80 ach x 17008 ft3 x 0.0167 = 227 cfm
2 Winter infiltration load
1.1 x227 cfm x 32 °F WurterTD = 79K Btuh
3. \A ter infd ration HTM
7982 Btuh 1 305 ftz Total window = 26.2 BtuhtlF
and door area
Procedure B - Summer Infiltration HTM Calculation
1. Summer infiltration AVF
0.40 ach x 17008 ft3 x 0.0167 = 113 cfm
2 Summer infiltration load
1. 1, x113 cfm x 18 °F Summer TD = M45 Btuh
a Summer infiltration HTM
2245 Bluh / 305 ft2 Total window = 7.4 Btuhlfe
and door area
Procedure C - Latent Infiltration Gain
0.68 x 43 grab moistdit x 113 cfm = 3344 Btuh
Procedure D - Equipment Sizing Loads
1. Sensible sting load
Sensible ventilation load
1.1 x 50 cfm vent x 18 °F SumTrerTD = 990 Btuh
Sensible load for structure (Line 19) + 26307 Btuh
Sum of ventilation and structure bads = 27297 Btuh
Rating and temperature swhn multiplier x 0.98
Equipment sizing load -sensible = 26751 Btuh
2 Latent sizing bad
Latentventilation bad
0.68 x 50 cfm vent x 43 grllb moistdiff. = 1474 Btuh
Internal loads = 230 Bhlh x 6 people + 1380 Btuh
Infiltration bad from Procedure C + 3344 Btuh
Equipment stung bad - latent = 6198 Btuh
Construcfion Quality is: a No. of Ftreplaces is: 0
Bold/italic values have been manually overridden
Prinbut oertified by ACCA to meet all reg4ements of Manual J 7th Ed.
wnghtSoft Right -Suite Residential- 5.5.06 RSR26017 2002-Oct-18 13:38:02
EAFilesIMORRISON 20021LANTANA\LANTANA.rsr Page i
Y D.es gn..lnforlmati hN Z, a.. ..._. , , ...T ..,.;r.:.... .
Weather.
Winter Design Conditions
Outside db 38 OF
Inside db 70 OF
Design TD 32 OF
Ord AP, FL, US
Heating Summary
Building heat Ices 35205 Btuh
Ventilation air 0 cfm
Ventilation air toss 0 Btuh
Design heat load 35205 Ruh
Infiltration
Method Simplified
Construction quaftty Average
0Fireplaces
HeatinggPa Cooling12Area (ft2
Volume (fP) 17008 17008
Air changes/hour 0.80 0.40
Equiv. AVF (cfm) 227 113
Heating Equipment Summary
Make TpAJ\E
Trade
Efficiency 84 t {SPF
Heating
Heating output 0 Btut1 @ 47-F
Heating temp rise
Actual heating fan
0
1200
OF
cfm
Heating air flow factor 0.034 dm/Btuh
Space thermostat
Summer Design Conditions
Outside db 93 OF
Inside db 75 OF
Design TD 18 OF
Daily range M
Relative humidfiy 50 %
Moisture difference 43 grAb
Sensible Cooling Equipment Load Sizing
Structure 26307 Btuh
Ventilation 990 Btuh
Design re swing 3.0 OF
Use dem
Ratelsv9ng multiplier 0.98
Total sees. equip. bad 26751 Btuh
Latent Cooling Equipment Load Sizing
Internal gains 1380 Btuh
Ventilation 1474 Btuh
Infilhation 3344 Btuh
Total latent equip. load 6198 Btuh
Total eeqqurprnent bad 32949 Ruh
Req. thial capac y at 0.80% SHR 2.8 ton
Cooling Equipment Summary
Male 1R*E
Trade
Efficiency
Sensible cooling
Latent cooing
Total coo"
Actual coofrng fan
Cooling air flow factor
Load sensible heat ratio
Bold/italic values have been manually overridden
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
120 EER
28320 Btuh
7080 Btuh
35400 Btuh
1200 cfm
0.046 ctn'Btuh
81 %
wnghtsoft Right -Suite Residential- 5.5.06 RSR26017 2002-Oct-18 13:38:02
ACCK EArilesWORRISON 2002M ANTANMI-ANTANA.mr Page 1
RIGHT-J WINDOW DATA
DEL AIR HEATING,AIR CONDITIONING,R Job: LANTANA 1048-02
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
W S D W G L S S O N A S O O W C W S
N K I A L O T H V G N H V V H H N H
D Y R L A W R A H L G C R R G T A A
W L Z E M D G Z L O X Y T M R R
FOY/LIV/DIN
a n ne b c n 0 n 1 1 90 1.0 5.0 1.0 3.0 62.4 15.0 0.0
a n ne a c n 0 d 1 1 90 1.0 1.4 6.5 6.0 39.4 24.0 0.0
a n se a c n 0 d 1 1 90 1.0 1.4 2.0 6.0 47.4 38.0 1.8
KIT
NOOK/FAM
a n se a c n 0 d 1 1 90 1.0 1.4 2.0 6.0 47.4 38.0 1.8
b n sw a c n 0 d 1 1 90 1.0 1.4 2.0 7.0 47.4 53.0 2.1
BR4/OPT DEN
a n sw a c n 0 d 1 1 90 1.0 1.4 2.0 6.0 47.4 19.0 0.9
BR3
a n sw a c n 0 d 1 1 90 1.0 1.4 2.0 6.0 47.4 19.0 0.9
BTH2
BR2/OPT M SITTIG
a n nw a c n 0 d 1 1 90 1.0 1.4 2.0 6.0 39.4 19.0 0.0
M BTH
MBR
a n rrw a c n 0 d 1 1 90 1.0 1.4 2.0 6.0 39.4 28.0 0.0i
YYIC
LAUND
wr®ghetsoft Right -Suite Residential- 5.5.06 RSR26017 2002-Oct-18 13:38:02
E:\Files\MORRISON 2002kLANTANA\LANTANA.rsr Page 1
PI t)
iT-J WORKSHEET
nIr+e HHouSe
DEL AIR HEATING,AIR CONDITIONING,R Job: LANTANA 10-18-02
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
MMUALJ Mtti
Namedram ErtreHouse FOYLVrDIN dT NOCKIFAM
wd13R.P= Z11.0 ft 620 ft 120 ft 36.0 ft
15.0 x 240 ft 16.0 x 120 ft 16.0 x 21.0 ft
Ceitgs Ox& Option 9.2 ft teakod d 9.4 ft FeaVmd 9.4 ft heatknd 9.4 ft heAtod
TYFECF CST HTM Area Lned (Bhl1) Am Load pb) Area Load W) Arm Load Pb)
E)TCGLfENJ HtgI Clg ft Ft Clg ft Htg I Clg ft Htg Clg ft Htg I CI9
5 Gross a 143 4.6 21 138B 3b 113 33E
b 120 29 1.9 66 65 0
vialsand c 13C 3.2 1.2 436 172 0
Partitions d 0.0 0.0 0 0 0
e 0.0 a.
6 1MrlMsard a 1C 37.0 200 7312 71 2516 0 0 31 1431
glassdoors b 8C 37.0 53 195) 0 0 0 0 bHtl 195a
Flaft c 9c 38.7 0 0 0 0 0 0 c 0
d 1C 37.0 0 0 0 0 0 0 c 0
e 7L 20.8 0 0 0 0 0 0 c 0
7 V*d3mard Not) 23.4 7 153 2 26 0 0 86
doors f FiN/V 43.4 86 3733 39 18E2 0 0 c 0
EAN 0.0 0 0 0 0 0 d" 0 c 0
SESW 47.4 160 7561 36 1717 0 0 40
sour, 0.0 0 0 0 0 0- 0 c"° 0
8 Otllercbm a 1CD 14.7 9.9 34 511 MB 34 500 33B O 0 0 0 0
b 11A 18.91 127 18 343 229 0 0 0 0 0 0 0 0
c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0
9 Net a 143 4.6 21 1150 5301 2383 233 1301 583 113 523 232 24 1143 509
eoeed b 12C. 29 1.9 17 49 33 17 49 33 0 0 0 0 0
walsard c 13C a2 1.2 418 1317 4D 172 542 27l 0 0 0 0 0
Partitions d GO 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
f 0.0 0.0 0 0 0 0 0 0 0 0 0 9 0 0
10 Ceilings a 16S 1.1 1.4 1851 19ffi 25E5 360 380 409 192 203 265 33E 355 495
b 0.0 GO 0 0 0 0 0 0 0 0 0 c 0 0
c 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0
d 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0
e 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 c 0 0
11 Floors a 22A 25.9 GO 271 5210 0 E2 1677 0 12 311 0 31 113 0
Note: roan b 193 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0
Perin-dff c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0
isdspl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0
forslab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0
floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0
12 Infiltration a 26.2 7.4 30E m 2245 111 29ffi 817 0 0 0 91 2392 6 C
13 S-t)Wloss=6+8.+11+12 32M5 10133 1034 am
Less odErnalhealing 0 0 0 0
Lesstiar+der 0 0 0 0
Heating recislribution 0 0 te` 0 0
14 Dux loss 10' 100A 1013 100A 103 IN 817
15 Totallc%=13+14 3a)5 11147 1137 89M
16 tnt gams Pecoa 3m 6 lam 1 m 0 0 1- Tm
A0. @ 120D 2 24CO 0 0 1 12(D c- 0
17 SdtRSHgaht=7+8_+12+16 23916 645 169B 70M
Lessa trnal codi g 0 0 0 0
Lesstardier e.. 0 0 n.. 0 0
Coo"redstribtlion 0 0 0
18 Dud gain 10"/ 2322 101% 641 100A 170 100/,'" 705
19 Tdal RSH gairF(17+18)"PLF 1.00 23117 1.00 70 1.00 1868 1.00 77M
20 Air rcjired (dm 120) 12ED 380 321 39 ffi 1 306
Prinbut certified by ACCA b meet all requh menls of Manual J 7th Ed.
A& wryc F rrt50fC Right -Suite Residential- 5.5.06 RSR26017 2002-Od-18 13:38:02
EAFiles\MORRISON 2002\LANTANAILANTANA.rsr Page 1
s PnIGHTd WQRKSHEET
tjJre ouse
DEL AIR HEATING,AIR CONDITIONING,R Job: LANTANA 10-iB-02
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
MPo4JAL,1 Mba
1 Nam ofroorn B24CPf DEN ER3 EfH2 BR2iCPrr MSTTIG
21ftLercjhdegxeedVad13.0 ft 220 ft 0.0 ft 13.0 ft
3 13.0 x 14.0 ft 11.0 x 11.0 ft 13.0 x 6.0 ft 11.0 x 13.04Roomdrrsiss
Ceiings C mA COpbon 9.4 fti heaYbod 9A It i h3tbod 8.0 ftha&cd 9.4 ftj haaMmd 11TECF
I CST HTM Arm Load (Btih) Area Load W) Area Load (BW1) Arm Load (Bhh) E)
FCSLFE NO Htg I Clg ft Htg Clg Htg I Clg ft Htg Clg ft Htg I Clg 5
Cis a 143 4.621 122 27 0 1 EV-
d b 12C 29 1.9 0 0 vials
and c 13C a2 1.2 0 0 0 partitions
d 0.0 0.0 0 0 0 e
0.0 0.00r 6
Vumnsard a 1C 37.0 19 7C2 1 0 0 1 7172 glass
doors b 8C 37.0 0 0 0 0 0 0 0 F
oetrgc 9C 38.7 0 0 0 0 0 0 c 0 d
1C 37.0 0 0 0 0 0 0 c 0 f
0.0 0 0 0 0 01 0 0 7
ftdxsad NasBi 23.41 18 1 18 0 0 0 glass
doors f ENW 43.40"° 0 0 0 0 0 1 749 Gaoling
EW 0.00 0 0 0 0 0 c 0 S
6W 47.4 18 858 18 856 0 0 c 0 Sath
0.0 0 0 0 0 0 0 c""' 0 Horz
0.0 0 0 0 0 0 0 c""* 0 8
Ciherdoors a 11D 14.79.9 0 0 0 0 0 0 0 0 0 0 0 b
11A 18.9 127 0 0 0 0 0 0 0 0 0 0 0 c
0.00.01 01 0 01 0 0 0 0 0 0 0 0 9
tit a 143 4.621 103 476 213 188 865 397 0 0 0 10c 476 213 eposed
b 12C 29 1.9 0 0 0 0 0 0 0 0 0 c 0 0 walsand
c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 c 0 0 mth-
d 0.0 0.0 0 0 0 0 0 0 0 0 01 0 0 e
QO 0.0 0 0 0 0 0 0 0 0 0 c 0 0 f
0.0 0.00 0 0 0 0 0 0 0 0 c 0 0 10
Ceilings a 16; 1.1 1.4 182 192 252 121 12B 168 78 82 106 1 151 198 b
0.0 0.00 0 0 0 0 0 0 0 0 c 0 0 c
0.0 0.00 0 0 0 0 0 0 0 0 c 0 0 d
O.00.0 0 0 0 0 0 0 0 0 0 c 0 0 e
0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f
0.00.0 0 0 0 0 0 0 0 0 0 0 0 11
Floors a 22A 25.9 0.0 13 337 0 22 570 0 0 0 0 1 337 0 Otte:
room b 193 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 paimetr
c O.O GO 0 0 0 0 0 0 0 0 0 0 0 is
displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 for
slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 floors)
f 10 GO 0 0 0 0 0 0 0 0 0 0 0 12
irftabon a 2621 7.4 19 497 140 19 4971140 0 0 0 1 497 140 13
SubOolal bss=6+8_+11+12 22)4 2763 82 2163 Less
edirdheatirg 0 0 0 0 Lesstrarsfer
0 0 0 0 Ha
hMrcxJ&b" 0 0 0 0 14
Dxt loss 100A 223 10DA 276 10 8 10° 216 15
Total10m=13+14 2425 3au 91 2379 16
in gain Peo* 2m 0 0 0- 0 0 0 0 Apo.
@ 1200 1 600 0 0 0 0 c 0 17
Snot RSH gffr-7+8_+12+16 29B1 1571 108 1299 Less
adsa'd a drg 0 0 0 0 Lesstransfer
0 0 0 0 CbohM
redstrtLbon 0 0 d' 0 0 18
Duct gain 10'/ 20B 10' 157 10 11 im, 130 19
TdalRSHgai"17+18)PLF 1.07 m 22W t0.017M 1.OD 11 1.W Um 23
Air required (d" 83 1O4 1 79 3 5 61 65 PmboLA
oeftilfied by ACCA to meet a9 requires rleftlsof Manual J 71h Ed. wrec
htsoft Right -Suite Residential- 5.5.06 RSR26017 2002-Oct-18 13:38:02 EAFHes\
MORRISON 2002\LANTANA\LANTANA.rsr Page 2
PIGHTd WORKSHEET
ntre Ouse
DEL AIR HEATING,AIR CONDITIONING,R Job: LANTANA 10-18-02
109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2065
Narrecfman METH M13R VVIC LAUDLerhdepcsedvvdiM*
JJALJ.7lhEd..
0.0 ft 27.0 ft 9.0 ft 7.0 ft
RocmciYs ias130 x 13.0 ft 120 x 15.0 ft 6.0 x 8.0 ft TO x 6.0 ft
Ceilrgs Cbrr<k Option 8.0 ft teatbod 9.4 ftI reamd 9.4 ft hid 9.4 ft heWcod
TYRECF CST HTM Area Load(F1Gh) Area Laid Area Load (E6h) Area Load(h)
DQ 7URE ND. Htg Clg ft Htg I Clg ft Htg Clg M Htg Clg Htg Clg
5 Gross a 143 4.6 21 0 141 0
b 12C 29 1.9 0 0 0
wet and c 13C 3.2 1.2 0 112 d..
partitions d 0.0 0.0 0 0 0
e 0.0 0.0 0 0 D
6 VNid3A6ard a 1C 37.0 0 0 28 10E5 0 0 0
bass doors b 8v 37.0 0 0 a 0 0 0 0 c 0
Fi 1tg c 9C 38.7 0 0 0 0 0 0 0
d 1C 37.0 0 0 0 D 0 0 c 0
e 7L 20.8 0 0 0 0 0 0 c 0
f 0.0 0 0 0 0 0 0 c 0
7 VNzbAsaxi North 2DA D 1" 0 0 0 0 0 0
lass doors NEM 43.4 0 0 28 11Qi 0 0 0
rrg ENV QO 0 0 0 0 0 0 0
Sr 47.4 0 0 0 0 0 0 0
Sodh 0.0 0 0 0 0 0 0 0
Harz 0.0 0 0 0 0 0 0
8 Olherdom a 1(D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0
b 11A 18.9 127 0 0 0 D 0 0 D 0 0 1 34D 229
c 0.0 0.0 0 0 0 0 0 0 0 0 D 0 0
9 NA a 143 4.6 21 0 0 0 113 521 233 0 0 0 c 0 0
ep-d b 12C. 29 1.9 0 0 0 0 0 0 0 0 0 c 0 0
walls and c 13C a2 1.2 0 0 0 113 356 132 85 258 99 1E 151 56
mitibo s d 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0
e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0
f 6.0 ao c;0 0 6 D D 0 0 0 0 0
10 Ceifirgs a 16a 1.1 1.4 169 178 234 180 190 243 4 51 67 44 58
b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0
c 0.0 ao 0 0 0 0 0 0 0 0 0 0 0
d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0
e 0.0 0.0 0 0 0 0 0 0 0 0 0 D 0
f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0
11 Floors a 22A 25.9 0.0 0 0 0 27 7111 0 9 233 0 7 181 0
Note: room b 1Z 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0
pe rr[r c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0
isdispl. d 0.0 0.0 D 0 0 0 0 0 0 0 0 0 0
forstab 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0
floors) f 0.0 0.0 0 0 0 0 D 0 0 0 0 c 0 0
12 Ir6ltratim a 25.2 7.4 0 0 0 28 733 206 0 0 0 la 471 132
13 S;tbblbss=6r8_+11+12 178 3534 5t2 118B
Less edw teetirg 0 0 0 0
Lesstrarilff
He&g radistrbAm 0 m. a,. 0 0 a.. 0 1 ..
14 Did loss IOPA 18 IVA 353 109 55 10, 119
15 Totalloss =13+14 196 38M 37 1307
16 Irt gairs PUD* @ 330 0 D 1 33a) 0 0 c- 0
Apo. @ 120D 0 0 0 0 0 0 1 600
17 SLtOt RSH gaiF7+8_+12+16 234 222A 166 1076
Less edsri a oodig 0 d' 0 0 0
Lesstrard7 T 0 0 0 0
18 Ductgain 100/ 23 10"/ 222 100 17 1 106
19 Total RSH gam(17+18)1R F 1.OJ 258 1.00 24 5 1.00 183 1.m 1184
Z) 4mquued (dm) 7 12 133 112 21 8 n' 45
Prhbut certified by ACCA b meet al requir of Manual J 7th Ed.
nir791 t50ft Right -Suite Residential- 5.5.06 RSR26017 2002-Oct-18 13:38:02
CC4" EAFiles\MORRISON 2002\LANTANA\LANTANA.rsr Page 3
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A/C LAB BY
BLDR MIN 2'
FROM WA Rating
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M O
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1 1,
al
OPTIONAL SUB GLASS OR
16" ACTMJC AVNlABLEEEBECKLITEONB-BS) I
Immmim3
TT (
5) INTERMEDIATE STILES FOR I6' NOE DOOR. IATTACHEDW/ TOG-L-LOG (TOP &Don REV. N0. IN/D URETHANE ADHESNE (HANG CENTER) _ A
I 1 2
D
NEW
TT' 13 GA CALV. STEEL FLAG BRACKET, EACH
FASTENED TO WOOD AMAC WITH 3) 5/16'xl-5/8" WOOD ODDlAG SCREWS. LISTED =
NDIE: DOUBLE TRACK TRACK .
aNFl AIRAnON LOW HEADROOM IS AVAILABLE
AS AN OPTION ODOR
VIEW '
C" ¢ HEIGHT l" l
2' GALV. STEELTHI TRACK, MIN. TRACK iNICKNESS:.060' LOCK
POSITION ® Op TYP, 2-1/2"xl2 GA GALV. STEEL TRACK BRACKET. BOTHSIDED) TWO
POIi (4)
TRACK BRACKETS PER SIDE NT LOCKING2TMLNR
TOP
BTVGKEi REPORT#9606C
HGRZONiAI C 3'
x
20 GA U-BARS. DOUBLE TRACK U-BARS
IN A 2-1-2-1 LTIW HFAnRMu OPTION PATTERN (LE.
TWO U-BARS ON BOTTOM
SECTION, ONE U-
BARS ON NEXT SECTION, ETC.) /
14x5/8" SHEET METAL SCREWS I. `OPTIONAL °
VEFNIS I W—
A OPTIONAL OUTSIDE KEYED LOCK POSITION MAX. DOOR
WIDTH - I6'-0O O INSIDE FI EVATIGNc
1/4'x3/4" SELF TAPPING SCREWS. I
t CA
ENDHINGES 16 .A INTERM n4TE HIND NOTE t: VERIIGI
JAuB ATTN]IMENf O!NM FRR BUILDINGS) NEW •C' FRONT FRAME WITH
U.V. I/2"x3' LAG SCREWS ON tBT CENTERS. I' O.D. MIN. ODORS UP TO
7'-0' HIGH CONSIST OF ((4) SECTIONS (SHOWN). COATING ON OUTSIDE SURFACE WASHER REQUIRED. LAC SCREWS MAY BE COUNTERSUNK DOORS OVER 7'-O' HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). (BUT 140T REWIRED) TO PRONDE A FLUSH MOUNTING STOP MOULDING BY DOUR INSTALLER (TO SUIT) SURFACE. HORIZONTAL JAMBS
DO NOT TRANSFER LOAD. 20 GA MIN. GALV. STEEL END STILE O 2.6
YELLOW PINE JAMB B -I 2'
THICK SSB CV55 OR OP110NN 10 SCREW 20 GA DALY. STEEL INTER. STILE 1/8" ACRTUC
Lf1E WINDOW LITE MOLDED INSIDE SECTION
R-B BRACKETS FASTENED T7C: TRACK 8
LIiE
RETNNEft /Bx3/4" PAN HERD SCREWNADGK WRH ONE 5/IB"xt-5/8EW 25 CA MIN. STEE1. SKIN COATED WITH
G-40 MIN. (10 SCREWS PER UTE) 3 0, SLEEVE ANCHORS GN TI CENTERS (C-90 PER TRET. GALVANIZING, BAKED -ONPRIMER, BLOCK) OR 24" CENTERS (2.000 PSI NIA. CONCRETE) OR AND A BAKEDPOLYESTER1/4k4' TAPWN SCREWS W 1]-1/2' CENTERS (2,000 ]/18' I.D. ROUND PUSNN T TOP COAT APPUED
TO BOTH SNAP LATCH ENGAGES PSI MIN. CONCRETE). WASHERS INCLUDED WITH FASTENER (ONE PER ROLLER) 18 CA GALV STEEL CENTER HINGE SIDES OF STEELSKIN. ROLLS BRACKET STEEL ONE ONTOSWPLATCH ONSLEEVEANCHORS, I' O.D. MIN. WASHER REWIRED 2' GALV STEEL TRACK O 14 GA GAIV. STEEL ROLLER HINGE FA ONED TO INTER. STLES W(4) BRACKET ATTACHED W/(
4) EACH SIDE OF DOOR. WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK 12 GA GAL;. STEEL TRACS. FASTENED TO ENO STILES EACH W/ ) I1txS/8' SHEET METAL SCREVfU. 14x5/B" SHEET
METAL INTER. SOLE (BUT NOT REQUIRED) TO PROVIDE A FLUSH TRACT( ATTACHED TO EAET +14x5/E" SHEEF META. SCRE;S AN SHIP LAP JOINTS.
SCREWS. MOUNTING SURFACE HORIZONTAL
JAIABS W NOT WTIN ONE I/t"x5/8' R (4) 1/4"x1/t' SELF TAPPING SCREWS PER END HINGE TRANSFER LOAD. OR
TWO 1/4" DIA RIVETS. OUTSIDE KEYED FVJ/
OLE ENDEND2" DV. SHORT -STEM. 10 RALL STEEL ROLLER. 1 G0. GALV. STEEL END HINGE. EACH
STILE STILE JM1B CONFlGURATION MARK WESTERFlED. P.E FASTENED TOEND
INTER. PRFPARAiH)N OF JAMBS BY OTHERS. SECTION C-C FLORIDA P.E. /48{95 STILES METAL SCREEW58•
INSIDE HANDLE STILE NORTH CAROLINA P.E /23832 3' TALL U-
BAR & (4) 1/4"x3/4' SELF TFcxIFp KO .p LOCKBAR20GAGALV. STEEL TAPPING SCRUMS. SNAP LATCH LOCI( OPTION ENGAGES IN DESIGN LOADS: +24.0 PSF & -24.5 PSF MIN. MILD STRENGTH: 50 KSI TRACK ON NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS OUTSIDE EACH SIDE
SKAL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF TEST LOADS: +36.0 PSF & -37.0 PSF El 3 r
3" TALL x 20 GA. GALV. STEEL U-BARS END SLIDE BOLT SOLE OF DOOR.
RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE IN A 2-
1-2-1 PATTERN I.E. TWO NBARS STILE LOCKENGAGES VATH CURRENT WILDING CODES FOR THE LOADS LISTED ON aRxANKL onAWttwS AAE SxIMD IN BIaE A ( THIS DRAWING.
RNSm aE (O+BaaS). PART NO.: - ON BOTTOM SECTION, ONE U-BNT ON NEXT INTO VERTICAL SECTION, ETG . EACH
V-BIN ATTACHED TRACK. ONE NOTICE T ) ImdT_ F;n.-nio Unleaa stated other..iae 312 Walnul A Sute I600 WITH 1/t'xJ t" SELF TAPP:N:G SCREWS LOCKON Cenfieenael/Pr°pdstary nTenneaan IDEA LCin°inna6, DN 45202 PER STILE LOCATION. EACH SIDE of CLOPAY WaLXNKG PROWGIS G0. TOLERANCES are Td. No. I-513-381-4800 OF DOOR. Acenl°I°M ..ln wd, mq n. Wrr om amam .FaxNo. I-513-762-3519 a eMee,.a. °e.4. awlmaw, .0 t.03 I IGF BOIL
mad. ercaaN., or di.W.l.e SECTION A —A (SIDE NEWT LOCK vnON .Ithwt ;ta Pdor °en..nt. F.1— m .00 = t.015 DESCRIPTION: MODEL 6RST W4 16-0 x 8-0t 24/-24.5 DESIGN LOAL ebawva UYe neUc.
mq —t In .000 = i:.005 13 C0. GALV. STEEL BOTTOM BRACKET. IicbMly Tar uq eemea•a one .0000 = i:.00t DRAWN 8Y: BMM DATE: 4/18/00 SCALE: NTS DWG. ATTACHED WITH (2) 14x5/B' SHEEP METAL SCREWS. %/ b.w naWUlp tlwrNrem. R ALUMINUM IXTRUSION / lJZ
Degrees = t1/7 CHECKED BY: MWW DATE: 4/18/00 SHEET 1 OF 1 SIZE 1J VINYL WEATHERSTRIP. / /A//,
Third Angle 4 URleas Stated Otherwise Projection DIMENSIONS AREININCHES. DWG. NO.: 102138 REV. NO. 1 l 16X% C
1116io u
ii111®
IIIII®IIIII I mll. I
Flw __ I II - FFW_ 1, REVISIONSDATE: ECN
NO.
APPVD: DESCRIPTION 11/00MWW I
OTY (1) WAS (2) FOR TRACK BOLT HORIZONTAL 20 W MIN.
END
STILES ATTACHED TO DOOR DOOR SKIN WITH PATENTED TOG-
L-LOC SYSTEM TOP, BOTTOM & CENTER). I
4 5
MODEL: 6RST (25 GA. STEEL SKIN)
MODEL: 4RST (24 GA. STEEL SKINS LISTEDOPTIONALOSRGLASSOR
1 /8" ACRYLIC LITES AVAILABLE
SEE SECTION B-8)
1) INTERMEDIATE STILE
ATTACHED W/ TOG-L-LOC (TOP & B0T)
20 GA. MIN. END STILES ATTACHED TO DOOR
SKIN WITH PATENTED TOG-L-LOC SYSTEMANDURETHANEADHESIVE (ALONG CENTER)
r- r y_ A TOP, BOTTOM & CENTER).
REPORT#9606C
mI 25 GA. MIN. GALV.-/
LOCK POSITION
BOTH SIDES)
STEEL SKIN COATED
WITH A BAKED -ON PRIMER
III I11 I
TWO POINT LOCKING AND A BAKED -ON POLYESTER
TOP COAT TO BOTHSIDESAPPLIEDOFSTEELSKIN. I
JImi
ONE
3" TALL x 20
GA U-BAR (50 KSI) PER
DOOR SECTION. END SLIDE BOLT I
STILE LOCK ENGAGES INTO
VERTICAL TRACK.
ONE LOCATION
OF LOCK. ON M'
OPTIONAL VENTS '—'- A EACH SIDE OPTIONAL
OUTSIDE KEYED LOCK POSITION OF DOOR. MAX.
DOOR WIDTH 9.0" INSIDE
SLIDE BOLT 14x5/
8" SHEET METAL SCREWS LOCK OPTIO'A
N
O
NOTE 1: DOORS
UP TO 7'-0" HIGH CONSIST OF 4) SECTIONS (SHOWN). DOORS
OVER 7'-0" HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). 2
F0.
ZONE: I DATE: I ECN NE 1I
Aa I 11/DO 1 — 2•
THICK 3" TALL U—BAR 20
GA. GALV. STEEL 3"
Gl
1-7/8- REVISIONS
D:
DESCRIPTION QTY (
1) WAS (2) FOR TRACK BOLT 16
GA. GALV. STEELTOP ROLLER
BRACKET. EACH FF BRACKETATTACHEDW/(3) l4x5/
8' SHEET METAL SCREWS.
LAP
JOINTS. W x14
GA GALV. STEEL O END
HINGE EACH FASTENED
TO END p
STILES
W/(4) 14x5/8• 9 SHEET
METAL CREWS 4) 1/4•x3/4• SELF TAPPING
SCREWS.- V S
HORIZONTAL
TRACK SUPPORT- BY DOOR
INSTALLER (TO SUIT)11I D 13
GA. GALV. STEEL FLAG BRACKET. EACH
FASTENED TO WOOD JAMB WITH 3)
5/16"xl-5/8" WOOD LAG SCREWS. NOTE:
DOUBLE TRACK TRACK
CONFIGURATION LOW HEADROOM IS AVAILABLE
AS AN OPTION DOOR
HEIGHT "L" 6 -
6 70 i-
2" GALV. STEEL TRACK, 7 -0 76 MIN.
TRACK THICKNESS: .060" 8 -
0 88 3'
TALL x 20 GA GALV. " ' TYP.
2-1/2"x12 GA. GALV. STEEL TRACK BRACKET. STEEL
U-BAR. ONE U-9AR i (4) TRACK BRACKETS PER SIDE. PER
SECTION. EACH U-BAR ATTACHED w WITH
TWO 1/4•x3/4" SELF TAPPING O LHR TOP BRACKET SCREWSPERSTILELOCATION.. DOUBLE
HORIZONTAL TRACK
FRONT
FRAME WITH U.V. COATING
ON OUTSIDE SURFACE DOUBLE TRACK 1
J a cA cALv. STEEL BOTTOM LOW HEADROOM OPTION 00
o VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS) S T BRACKE(. ATTACHED WITH .0 n n 1/
4"x3/4" SELF 1/2"x3" UG SCREWS ON 24" CENTERS. 1" O.D. MIN. Ivi_\ /ux5/8 SHEET METAL SCREWS. 11 OPTIONAL 10 SCREW oTAPPINGSCREWS. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK ALULaNUM ExTn15roN SSB GLASS OR WINDOW LITE 14
GA. END HINGES 18 GA. INTERMEDIATE HINGE (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING & VINYL WEATHERSTRIP, 1/8" ACRYLIC LATE SECTION
8- SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER. LOAD. Mom_
VIEW C r
STOP MOULDING BY DOOR INSTALLER (TO SUIT) 2x6
YELLOW PINE JAMB-- 20
GA MIN. GALV. STEEL END STILE 12
GA. GALV. STEEL TRACK BRACKETS
FASTENED TO WOOD JAMB WITH
ONE 5/16"xl-5/8" LAG SCREW PER
TRACK BRACKET. 2"
GALV. STEEL TRACK FASTENED TO -j 12
GA. GALV. STEEL TRACK BRACKETS. TRACK
ATTACHED TO EACH BRACKET WITH
ONE 1/4"x5/8" BOLT & NUT OR
TWO 1/4" DIA. RIVETS. 20
GA. GALV. STEEL INTER. SECTION
A -A (SIDE VIEW) Sx3/4" PAN HEAD SCREW VERTICAL
JAMB ATTACHMENT (C-90 BLOCK OR (10 SCREWS PER LITE) END 2.
000 PSI MIN. CONCRETE COLUMN): MOLDED INSIDE STILE 3/
8"x4" SLEEVE ANCHORS ON 24" CENTERS (BOTH LITE RETAINER INTER. C-
90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR SNAP LATCH ENGAGES STILE 1/
4"x4" TAPCON SCREWS ON 24" CENTERS (2,000 ONTO VERTICAL TRACK. PSI
MIN. CONCRETE). WASHERS INCLUDED WITH ONE SNAP LATCH ON SLEEVEANCHORS, 1" O.D. MIN. WASHERS REQUIRED EACH SIDE OF DOOR. WITH
TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE BUT
NOT REQUIRED) TO PROVIDE A FLUSH OUTSIDE MOUNTING
SURFACE. HORIZONTAL JAMBS DO NOT HANDLE TRANSFER
LOAD. OUTSIDE KEYED A
18
GA GALV. STEEL CENTER HINGE HANDLE
END LOCK
BAR ENGAGES
IN TRACK
ON EACH
SIDE OF
DOOR. FASTENED
TO INTER. STILES W/(4) L STILE
OUTSIDE KEYED LOCK 14
GA. GALV. STEEL ROLLER HINGES #14x5/
8" SHEET METAL SCR EEWWSS LOCK BAR LOCKING FASTENED
TO END STILES EACH W/(4) INSIDE HANDLE 14x5/
8" SHEET METAL SCREWS AND DESIGN LOADS: 5.0 P.S.F. & P.S.F. 4)
1/4"x3/4" SELF TAPPING SCREWS PER END HINGE. OUTSIDE KEYED LOCK TEST LOADS: +37.7.5 P.S.F. & -48.0 8.0 P.S.F.PSNAP
LATCH LOCK OPTION PREPARATION
OF JAMBS BY OTHERS2" DIA. SHORT STEM, 10 BALL STEEL ROLLER. cmua•aum/
Provd•lan meaaaauaa JAMB CONFIGURATION / as AG IUOING PRODUCTS CO. SECTION C-C a c•ue,.a, asm, aaaeam.d, NOTE 2:
THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS - r / a.aae a.awaM., •r ai.mew•a wluom m
Pdar a"as.at. Faaar• ro SHALL BETHERESPONSIBILITYOFTHEPROFESSIONALOF om.n,. ws aoaxe max r.swl IB RECORD FOR
THE BUILDING OR STRUCTURE AND IN ACCORDANCE i /7 Z LLs uwH wre9.i'a,°naWITH CURRENTBUILDINGCODESFORTHELOADSLISTEDONMARKWESTERFIELD, P.E. THIS DRAWING.
FLORIDA P.E. 48495 JJJ i/yF Third Angle NORTH CAROLINAP.E. #23832 Projection + 2! v
i7
C
i
ORIOWL
dUMNGS
IItE SexkD W BLUE sEo sri (ENaassl. PART NO.: - A Unless StatedOtherwise312WalnutSLSuite1600TOLERANCESare
IDEA L Td"nati51 OH 45'26022 0t.
03 iYl D=ccmwL Fax No. 1-513-762-3519' 00 = 3.
015. DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32, DESIGN LOAD 000 = 3.
005 DRAWN BY: BMM DATE: 4/18/0o SCALE: Nis DWG. 0000 3.001 Degrees = t1/
2' CHECKED BY: MWW DATE: 4/18/00 SHEET 1 OF 1 ISIZE UnI— Slated
otherwise ONENSIONS ARE
IN INCHES. DWG. NO.: 102137 REV. NO. I el. G'
B A1Aa Imr I 8'4.09 A11-TI aeR an'a rso Bh"
9
ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION.
ATTACHED W/ TOG-L-LOC & URETHANE ADHESIVE
MAX. WIDTH: 18'0"
INSIDE ELEVATION
3 2
REVISIONS
OPTIONAL
1/8' LITE
A (SEE
DSB OR
ACRYLIC GLASS REV. NO.1 ZONE: DATE: ECN NO. APPVD:
SECTION
SECT. B-8)
2' THICK -
LISTED
MAX HEIGHT: 8'0"
O
REPORT#9606C
TWO POINT
LOCKING REQUIRED END SLIDE BOLT
STILE LOCK ENGAGES
4) j 14x5/8" SHEET INTO VERTICAL
METAL SCREWS TRACK. ONE
LOCK ON
EACH SIDE
r
q
END
NOTE: STILE
DOORS UP TO 7'-0' HIGH CONSIST OF(4) SECTIONS (SHOWN). INTER.
DOORS OVER 7'-0" HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). STILE
OF DOOR.
p INSIDE SLIDE BOLT
4) 1/4"x3/4" SELF LOCK OPTION
TAPPING SCREWS
T FRAME WITH U.V. OUTSIDE
NG ON OUTSIDE SURFACE. HANDLE
14 GA. END HINGE 18 GA. INTERMEDIATE HINGE
OUTSIDE KEYED LOCK
LOCK BAR LOCKING
1/8.DSBSS 8x3 4 PAN HEAD SCREWMOLDEDINSIDEORACRYLICGLASS # / LITE RETAINER. SECTION B-B (10 SCREWS PER UTE)
to SCRFw wlNnnw IITF
LOCK BAR
ENGAGES IN
TRACK ON
EACH SIDE
OF DOOR.
VERTICAL JAMB ATTACHMENT (C-9O BLOCK OR
2.000 PSI MIN. CONCRETE COLUMN\;
3/8"x4" SLEEVE ANCHORS ON 18" CENTERS (C-90
BLOCK) OR 23" CENTERS (2,000 PSI MIN. CONCRETE) OR
1/4"x4" TAPCON SCREWS ON 14-1/2" CENTERS (2,000
PSI MIN. CONCRETE). WASHERS INCLUDED WITH
SLEEVE ANCHORS, 1' O.D. MIN. WASHER REQUIRED
WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK
BUT NOT REQUIRED) TO PROVIDE A FLUSH
RF CE HORIZONTAL JAMBS DO NOT
x
O
0
HORIZONTAL TRACK SUPPORT
DOOR INSTALLER (TO S
13 GA. GALV. STEEL FLAG BRACKET.
EACH FASTENED TO WOOD JAMB WITH
3) 5/16"xl-5/8' WOOD LAG SCREW.
IRACK CONFIGURATION
VERTICAL JAMB ATTACHMENT 4WOOD FRAME BUILDINGS): TRANSFER LOAD. 1/2"x3" LAG SCREWS ON 16 CENTERS. 1" 0.0. MIN.
WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK 2x6 JAMB
BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING
T&NUTO
SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD.
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON 12 GA. GALV. STEEL TRACK
BRACKET FASTENED TO WOOD- EACH SIDE OF DOOR. JAMB WITH ONE 5/16"xl-5/8'
INTER. STILE WOOD LAG SCREW PER BRACKET.
2" GALV. STEEL TRACKOUTSIDEKEYEDFASTENEDTOTRACKBRACKETS.
END EACH BRACKET ATTACHED WITH ONE
OPTIONAL STOP MOULDING BY DOOR
INSTALLER (TO SUIT)
16 GA. GALV. STEEL END STILE
20 GA. GALV. STEEL CENTER STILE
DESCRIPTION
12 GA. GALV. STEEL TOP ROLLER
BRACKET.. EACH BRACKET ATTACHED
W/(4) #14x5/8" SHEET METAL SCREWS.
ADJUSTABLE SLIDE ATTACHED TO TOP
BRACKET WITH (2) 1/4'xl/2" BOLTS
AND NUTS PER BRACKET.
SECTION A -A (SIDE NEW)
ONE 4"x16 GA. TALL C-CHANNEL PER DOOR
SECTION. ONE 1/4"x3/4" SELF TAPPING
SCREW PER STILE LOCATION.
SHIP LAP JOINTS.
14 GA. GALV. ROLLER HINGE.
EACH HINGE FASTENED TO
END STILES W/(4) #14x5/8"
SHEET METAL SCREWS AND
4) 1/4"x3/4" SELF TAPPING
SCREWS. (SEE VIEW "B")
V. STRAP. (5) PER
4" WIDE \ DOOR? SECTIONA(6
STRAPS ON LOCK SECTION). EACH
STRAP ATTACHED W/(3) 1/4"x3/4"
SELF TAPPING SCREWS (TWO SCREWS
TO DOOR, ONE SCREW TO C-CHANNEL).
25 GA. MIN. EXTERIOR SKIN WITH G-40
GALVANIZING, BAKED -ON PRIMER AND A
BAKED -ON POLYESTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL SKIN.
13 GA GALV. STEEL BOTTOM BRACKET.
ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS.
ALUMINUM EXTRUSION & VINYL WEATHERSTRIP.
1 18 GA. GALV. STEEL CENTER HINGE
L FASTENED TO CENTER STILE W/(4)
EACH #14x5/8" SHEET METAL SCREWS.
2' STEEL ROLLER WITH PUSH NUT
THE DESIGN OF THE SUPPORTING STRUCTURAL
ELEMENTS ARE THE RESPONSIBILITY OF THE
BUILDING ENGINEER OR ARCHITECT OF
RECORD FOR THE LOADS SHOWN ON
THIS DRAWING.
I
C
i
HANDLE STILE 1/4 x5/8 BOL MARK WESTERFIELD. P.E.
DOOR TWO 1/4" RIVETS. L14 GA. GALV. STEEL ROLLER HINGE FLORIDA P.E. B4805HEIGHT "L" INSIDE HANDLE FASTENED TO END STILES W/(4) EACH SOUTH CAROUNA P.E. 023832
2" GALV. STEEL TRACK, 7 -0 76 OUTSIDE KEYED LOCK !!14x5/8" SHEET METAL SCREWS AND - DESIGN LOADS: +25.0, -25.0 PSF
TRACK THICKNESS: .060" 7 -6 82
SNAP LATCH LOCK OPTION (4) 1/4"x3/4" SELF TAPPING SCREWS.
PREPARATION OF JAMB BY OTHERS
TEST LOADS: +37.5.0, -37.5 PSF
B -O 88 JAMB CONFIGURATION ORIGINAL DRAWINGS ARE SIGNED INS) BLUE PART NO.: - INK WfiH A RAISED SEAL (EMBOSS).
LHR TOP BRACKET rnncc: A
a /-P W , .Bd. TOLERANCES-' RAN
Other ' IDEAL 312 Walnut St Suite I600
TYP. 2-1/2"x12 GA. GALV. STEEL TRACK BRACKET. DOUBLE HORIZONTAL w a aPAr Bunnlrac PRap1C15 rn. TOLERANCES and Cincinnati, OH 45202
TRACK i, ronm d h— a,d .wy co* Tel. No. 1-513-381-/8W4) TRACK BRACKETS PER SIDE. a dl., d.. d, m,pw..La, .0 f.03 Y DOV R1 i Far No. I-SI1-762-J519
mm. owll M., a dl.innm.a
n. 2- m .00 = t.015 .DESCRIPTION: MODEL 6RST W4 18-0 x 8-0: +25/-25 DESIGN LOAD
NOTE: DOUBLE TRACK oe..ry. 0,1. you.. m.r r.ndt m .000 = t.005
LOW HEADROOM IS - _ c.na ry rw a.y a.m.yn and DRAWN BY: BMM DATE: 4/18/00 SCALE: NTS DWG. DOUBLE TRACK /% J b.... r..wu„y u«.roo,. .0000 t.001 RAVAILABLEASANOPTIONDegrees = t t/2' CHECKED BY: MWW DATE: 4 18 00 SHEET 1 OF 1 SIZE BLOWHEADROOMOPTION / Third Angle / / U less StatedProjectionDIMENSIONSAREt IN INCHES. DWG. NO.: 102139 REV. NO. 0
4 1 3 'r, 2 OR Ni COMM MILD ; DIV.
11
C
B
4 3
MODEL 6R`T 25 GA STEEL. SKIN)
MODEL 4RST (24 GA STEEL STUN) LISTEDOPTIONALDSBGLASSOR
1/8" ACRYLIC LITES AVAILABLE
SEE SECTION B-B)
1) INTErMEDIA"TE SILE 20 GA. MIN. END STILES ATTACHED TO DOOR
ATTACHED W/ TOG-L-LOG (TOP & BOT) SKIN WITH PATENTED TOG-L-LOC SYSTEMANDURETHANEADHESIVEG-L-1 (ACTING CENTER) ..-. A TOP, 601TOhl & CENTER). NMI
o
I
it L-
x
0
Op
xi
I
LOCATION OF .-.- AOPTIONALVENTS '—'
OPTIONAL OUTSIDE KD'EO LOCK POSITION
MAX. DOOR WIDTH 9'0"
14x5/8" SHEET METAL SCREWS
U
REPORT#9606C
25 GA. IAIN. GALV.-/
LOCK POSITION STEEL SKIN COATED
801H SIDES) WITH A BAKED -ON PRIMER,
TWO POIIJI LOCKING AND A BAKED -ON POLYESTER
TOP COAT APPLIED TO BOTH
SIDES OF STEEL SKIN.
r- ONE 3" TALL x
20 GA. U-BAR (50 KSQ
PER DOOR SECTION. END SLIDE BOLT
TILE LOCK ENGAGES
INTO VERTICAL
TRACK. ONE
LOCK ON
EACH SIDE
OF DOOR.
INSIDE SLIDE 801 T
LOCK OPTION
O N TF 1
DOORS UP TO 7'-0" HIGH CONSIST OF (4) SECTIONS (SHOWN).
10O DOORS OVER 7'-0" HIGH CONSIST OF (5) SECTIONS (NOT SHOWN).
O
O 1/4"x3/4" SELF
TAPPING SCREWS.
O
14 GA. END HINGES 18 GA INTFRMLOIATE HINGE
VIEW 'R" VIEW " "
2x6 YELLOW PINE JAMB
12 GA. GALV. STEEL TRACK
BRACKETS FASTENED TO WOOD JAIJB
WITH ONE 5/Iti"xl-5/8" LAG SCREW
PER TRACK BRACKET
2
REVISIONS
N0. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
A4 11/00 - MWW OTY (1) WAS (2) FOR TRACK BOLT
2' THICK 3" TALL U-BAR LAKE CLJUtJ F1 JUII Olt ( UEPARVAENT- ORIZONTAL TRACK SUPPORT BY
20 CA. GALV. S EEL REVIEWED I LAl -E DOOR INSTALLER (TO SUIT)
AICE 10 LSF KEI dJ JGE3 SIT D
3,. _ - - - HIJI' C I 1 01< -Olt UI !.IUW II TtIF 'E
1 (-•--J WITH 1'I IcAHIL t -.JI LM.ENIS
11511okt'AGALV. STEEL FLAG BRACKET.
16 CA, GALV. STLEL TOP YY / UIIII tnldc; r I EACH FASTENED TO WOOD JAMB WITH
A R01
LAP JOINTS.
14 GA. GALV. STEEL Mti6Pti 0 '^ END HINGE. EACH
FASTENED 10 END T
STILES WA4) {14x5/6'- II
SHEET METAL SCREWS
k (4) 1/4'x3/4' SELF
TAPPING SCREWS. U
Wx
3' TALL x 20 GA. GALV, z
STEEL U—BAA. ONE U—BAR z
PER SECTION. EACH U—BAR ATTACHED Lu
3) 5/16"xl-5/8" WOOD LAG SCREWS.
NOTE: DOUBLE TRACK
TRACK CONFIGURATION LOW HEADROOM IS
AVAILABLE AS AN OPTION
DOORHEIGHT "L"
ffl--fl 1' CALV. S1"EEL TRACK,
MIN. TRACK THICKNESS:D._
TYP. 2-1/2"xl2 GA. GAILY. STEEL TRACK BRACKET.
4) TRACK BRACKETS PER SIDE.
WITH TWO 1/4'x3/4' SELF TAPPING o LHR TOP BRACKETSCREWSPERSTILELOCATION. DOUBLE HORIZONTAL
TRACK
FRONT FRAMEn WITH U.V.
COATING ON OUTSIDE SURFACE DOUBLF TRACK
LOW F,LEADROOIJ OPTION
VERTICAL JAAI ATTAChiMFNT (W000 FRAM
L 0 GA. GALV. STEEL BOTTOMFL7lIILDINCS): ORACKET. ATTACHED WITH TWO n
1/2"x3" LAG SCREWSON 24T' CENTERS. T" O.D. MIN. M1az5/B SHEET METAL sCREwS. II OPTIO14AI 10 SCRFw
WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK ALUMINUM EVRUSIOH SSB GLASS ITE WINDOW LITE1/8" ACRYLIC LITEBUT" NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING x V44YL WEATHERSTRIP. 2-CTION B-BSURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. SECTION A A (SIDE VIEW)
STOP MOLOING BY DOOR INSTALLER (TO SUIT) 20
GA. MIN. GALV. STEEL END STILE 20
GA. GALV. STEEL INTER. STILE j8x3/
4" PAN HEAD SCREW END VFRTICAIJAMBATTACHIAFNT (C-90 BLOCK OR (10 SCREWS PER LITE) MOLDED
INSIDE STILE 3
8"x4P SLEEVE ANCHORS OIS 2M4'CENTERS (BOTH LITE RETAINER INTEa II I C-
90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR - SNAP LATCH ENGAGES STIL 1/
4"x4" TAPCON SCREWS ON 24" CENTERS (2,000 ONTO VERTICAL TRACK. PSI
MIN. CONCRETE). WASHERS INCLUDED WITH ONE SNAP LATCH ON. SLEEVE
ANCHORS, I" U.D. MIN, WASHERS REQUIRED EACH SIDE OF DOOR, WITH
TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE BUT
NOT REA FLUSH CUTS MOUNTING
SURFAC UIREQ) HORIZONTALE JAMBS DO HOT HANDILDE TRANSFER
LOAD. OUTSIDE KEYED 18
GA. GALV. STEEL CENTER HINGE FASTENED
10 INIER. STILES W/(4) 14x5/
8" SHEET METAL SCRE 5 2"
GALV. STEEL TRACK FASTENED 10 I4 GA GALV. STEEL ROLLER HINGES 12
GA. GALV. STEEL TRACK BRACKETS. FASTENED TO END STILES EACH W/(4) TRACK
ATTACHED TO EACH BRACKET 14x5/8" SHEET METAL SCREWS AND - WITH
ONE 1/4"x5,/8" BOLT & NOT 4) 1/4"x3/4" SELF TAPPING SCREWS PER END HINGE..: OR
TWO 1 /4" DIA. RIVETS. A
PRFPAR.411C NSF JAH(S BY OTHERS 2.. DA. SHORT STEM, 10 BALL STEEL ROLLER JAM,
LCONFIGURAI"CONSECTION
C-C 7 fi NOTE. .
2.. THE DESIGN OF THE SUPPORTING STRUCTURAL. FLEMENTS SHALL
BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD
FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE MARK WESTERFIELD, P.E. WIII{ CURRENT BUILDING CODES FOR THE LOADS LISTED ON FLORIDA N.E. 484 TEASDRAWING. NORTH CAROLINA PE. M23832 /dy.' "• 4'
3 'TI LOCK
BAR ENGAGES
IN TRACK
ON EACH
SIDE OF
DOOR. C
HAIJDLE
1 END 11 STILE
OUTSIDE KEYED l OCK 11
LOCK BAR LOCKING INSIDE
HANDLE DESIGN
LOADS: +25.0 P.S.F. & -32.0 P,S.F. QUTSIDF
KFYFD LOCK TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. SNAP
LATCH LOCK OPf10N uwmws w¢ suer, a au[ w, m n e wrscu sce. (uleoss). PART'- I+
O ICE - UNosa Stated oth—i. 7- T7 ,( J12 Wulnul 51 Soil¢ IUJG r..
N,Lm,r I
aoPAi owtnmc PRuoucTs co. TOLERANCES er< ILH CincinFlu li. ON 45202 L/ TcL 14, 1-513-381-4BW b.
e.clu J duyXcel.d D — t.D3 VALW DOW p Fo4 Nu. i-5U-7fi2-3519 - DESCRIP'
PION: MODEL 6RS1 W4 5-0 x 8-0: +25/-3"1DESIGN LOAD aJ. er y bl J.4Wula1 00 - t.OiS b.
minr ror .m Ja,.yo ."J i.
no n.wuuy me.u.m. 000 -
t.005 0000 =
t.00t De
Tees = t 1/2' 9UW-- °
lulod olhcrx- DIMENSIONS
ARE IN INCHES. DRAWN
BY: BMM DATE: 4/18/0C SCALE: NTS DWG. CHECKED
BY: Mvrn UA'1'E: 4/18/00 SHEET 1 OF 1 51`LEThird
Mgle /,!\ Projnclion
DWC. NO.: 102137 REV. NO. T q
LA
h
ONE BY WOOD —
BUCK BY OTHERS
CAULK BETWEEN WINDOW
FLANGE k WD00 BUCK
CONCRETE OR
MASONRY OPENING
BCK
BY OTHERS
E%TERIORFINISH
BY OTHERS
PERIMETER CAULK
BY OTHERS
FLANGE TYPE
WINDOW FRAME
HEADER
EXTFRI
WINDOWHEGHT
FLANGE TYPE
WINDOW FRAMESILL
PERIMETER CAULKBYOTHERS
ONE BY WOOD
BUCK BY OTHERS
1 1/4' MIN.
EMBEDMENT
SHIM — SHIM AS REO'D
x (SEE NOTES)
d CONCRETE
OR MASONRY
OPENING
BY OTHERS
d INSTALLATION
ANCHOR
3/16- DIA
TAPCON SHOWN
PERIMETER CAULK J \
BY OTHERS \\
l— CAULK BETWEENWOODBUCKh
WINDOW WIDTH MAS'Y OPENING
BY OTHERS
EXTERIOR CAULK BETWEEN EXTERIORWINDOWFLANCFINISH
SECTION 2
WOOD BUCK BY OTHERS
WINDOW
WTH.
A 8 C
b E
K 2
WINDOW
HGT. F G
H I
CAULK BETWEEN WINDOW FLANGE
h PRECAST SILL WITH WLKEM
PRECASR SILL--"""" ILL116 ADHESIVE CAULK OR BY
OTHERS APPROVED EOUAL F.
FNFMlNOTES SECTION
1 1)
SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE
SHIM STACK TO BE 1/4-. 2)
WINDOW FRAME MATERIAL, ALUMINUM ALLOY 6063. 3)
USE LATEX CAULK BEHIND WINDOW FIANCE AT HEAD h JAMBS. SILL MUST BE ATTACHED
TO THE SUBSTRATE WITH WLKEM 115 ADHESIVE CAULK OR APPROVED EQUAL 4)
APPLICATION OF VULXIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'
S RECOMMENDATIONS. 5)
USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6)
CLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE
GLAZING IS SHOWN. INSULATING GLASS IS ALSO OUNJFTED. - 7)
GENERAL ALUMINUM'S 1440 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLES TO THE
1540 INSULATING GLASS SINGLE HUNG SERIES. SHIM
AS REO'D SEE
NOTES) INSTALLATION
ANCHOR 3/
16' DIA. TAPCON SHOWN
CAUL(
BETWEEN W000
BUCK k MASONRY
OPENING BY
OTHERS 1
1/4' MIN. 0 •
EMBEDMENT 1/
4. SHIM SPACE
MAX BUCK
HEIGHT
SILL
STOOL BY
OTHERS BUCK
WIDTH 1/
4- SHIM FLANGE
TYPE SPACE MAX. WINDOW
FRAME JAMB1 --.*
1 ELEVATION
VIEWED
FROM EXTERIOR OZ—-
ri—vz CM-
NTFtAAL/v
FL
1CGEUD A- yHB- 0 J. y- LFaANE
AC UYEIR HS75 .- . T,PM
RAH- Al- L1r41N vM COMPARATIVE ANALYSIS
T10N CHART CALL WINDOW
DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES
CAPACITY IN PSF LOCATIONS SIZE W1DTH/
HDCHT EXTERIOR INTERIOR HEAD JAMBS i 12 19
1/e X 26 99 99 B F.G 1319 1/
e X 38 ]/8 78 76 B F,G 14 19
1/e X 50 6/8 59 59 B F.G 1 H4
19 1/6 X 54 V% 54 54 B F.G 14+5
19 1/8 X 55 8/e 52 52 B F,G 15 19
I'^ X 63 45 45 B F•G 16 19
X 72 40 40 A F.G IHT 8 ,/
2 X 6 BF. 1H3 28
t/2 % 38 3/8 51 51 B F,G 1H4 26
1/2 X 50 6/e 44 H B F.G 1 H4+
426 1/2 X 54 SA 42 42 B F,G 1 VA45
26t/2 X 55 e/8 41 41 a F,c 1R5 26
1/2 X 6J 40 40 B F.G 1H6 211
1 X 72 40 40 R FG 30X2 30
1/2 X 26 58 56 B F,G 30X3 30
1/2 X 38 3A 44 44 B F•G 30X4 30
1/2 X 50 5/e 40 40 a F,G 3OX4+4
JO t/2 X 54 6/3 40 40 B F,C 30X4+5
30 1/2 X 55 e/e 40 40 B F,C , 3OX5 3X6
301/2 X 53 40 4 4040 BR F,C F.CM.l 21 37
X 28 51 1 B F,G 23 37
X 38 3/8 40 40 B F.G 24 37
X 50 6/e 40 40 8 F,G 24+4
37 X 54 6/8 40 40 B F,C - 24+5
37 X 55 3/e 40 40 B F,C 25 37
X 53 40 40 B F,G,H,1 6 37
X 72 40 40 F G H I 4826 48
X 25 45 46 B F.G 4838 48
X 38 3/5 40 40 B F,G 4850 46
X 50 e/6 40 40 a F,c 484+4
48 X 54 5/8 40 40 B F,G,H,i 484+5
48 X 55 &A 40 40 B F,G,H,I 4863 4a72
48X 63 45 X
72 40 40 4040 B32 F,
C,
H,I53 1/
e, X 26 45 45 B F,C 33 53 ,/
8 X 38 3/8 40 40 B F,C 34 53
t/. X 50 5/8 40 40 B F,G,H,I 34+4
53 1/8 X 54 3/6 40 40 B F.G.H.1 34+5
57 t/e % 55 8/e 40 40 B F.G,H,I 35 53
t/e % 6J 40 40 B F,G,H,I 36 SJ
t % 72 40 40 B F G H I 1 ERE
WATER RESISTANCE TEST REOUIREUENT OF 15% OF DESIGN LOAD APPLIES, POSITIVE DESIGN L LL
BELIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. WIL 2) INSTALLATION:
FLANGE FRAME VANDOW IN CONCRETE OR MASONRY OPENING USE 3/16' DIA TAPCON ANCHORS OFSUFFICIENTLENGTHTOPROVIDEMIN. 1-1/4' EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON
CHART. 3) SEE
ELEVATION FOR KEY TO TAPCON LOCATIONS. 4) INSTALL /
8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4' MIN. EMBEDMENT INTO WODD BUCK AT ALL OTHER
FACTORY APPLIED INSTALLATION HOLM 5) IF
EXACT WINDOW SZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OLIANTITY LISTED WIIH NEXT LARGER SIZE,
FOR THE APPROPRIATE DESIGN PRESSURE REOD. a A'L1(,' '
1 + 1W1 V.
C91T Rd. • ftm. T% 75M • P.O. B.F Bt9022 •OoOm, TX 75361 putw,Ha
tXSOCP,IO1 ASSEMBLY DRAWING
SERIES 1440/
1540 TDL SINGLE HUNG WINDOW _ r BB N/
A ma wu
DATE. STM
REtl90N flyECN _ 10/26 01 B PREPARED SIT:
PROOLXT TECHNOLOGY CORP.. 220 INIEANADONN. M.. SURE 2M. HEATHROW. FLORXN 327" PHONE 4 603--am:
CAULK BETWEEN WOOD —\
BUCK & MASONRY
OPENING BY 0TH CPS
ONE BY WOOD
BUCK By OTHERS
AULK BETWEEN
WINDOW FLANGE
WOOD BUCK
STUCCO)
BY OTHERS /
PERIMETER CAULK J
BY OTHERS
GLAZING
WINDOWHEIGHT EXTERIOR
i
PERIMETER CAULK
BY OTHERS
INSTALLATION ANCHOR
3/16' CIA. IAPCON
BUCK WIDTH 1/4' MAC.
SHIM SPACE
SHIM AS REO'0
CONCRETE OR
MASONRY OPENING SEE NOTES) 1-I' EMBEDMENTAIN.
BY OTHERS
SHIM AS REO'D.
SEE NOTES)
FLANGE TYPE
WINDOW FRAME
JAMB a CAULK BETWEEN
WOOD BUCK & MAS'yWOOD OPENING
BY OTHERS
GLAZING
Q 1-1/4 MIN,
INSTALLATION ANCHOR
EMBEDMENT \ 3/16 DIA, TAPCON
1/4' MAx. -
Q `
ONE BY WOOD
SHIM. SPACE EXTERIOR BUCK BY OTHERS
CAULK BETWEEN
PERIMETER CAULK \\ WIND BUCKFLANGEBYOTHERS
WINDOW WIDTH CONCRETE
OR MASONRY
OPENING
FLANGE TYPE BY OTHERS
WINDOW FRAME SECTION 2 STUCCOT ERS
COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART
WINDOW DESIGN PRESSURE TAPCON ANCHOR
SIZE (INCHES) CAPACITY IN PSF LOCATIONS
WIDTH/HEIGHT EXTERIOR INTERIOR HEAO JAMBS
12 z E0 40 55 C O.E.F.,G
12. x .2 4D 56 C D.EF,G
16 x 16 40 106 C HI
24 X 16 40 69 A.B HJ
24 x 24 0 A,6 FC
24 X 30 40 a55 Ai F.0
24 X 36 40 A.I) F,G
24 X 48 600 40 B O.E.F.G
24 x 60 40 40 A.6 0 [F.G
24 x 72 0' A.8 D.E.F.
32 x 48 ap0 40 A,B D.EF.G
36 z 24 40 40 A6 O.E FC
36 x 48 40 0 Al 0.E F,C
336 x 72 40 40 AA.8 O.E F.G
8 x 2s 40 40 D.E F C
48 x 48 0 0 A,B D.E F.G
48 X 60 40 40 A.B O.E.F,G
64 x 24 40 40 A,8 F,G
72 X 38 40 40 A.8 F.G
72 x 60 40 40 A.B O.E.F.G
73'X 16 40 40 A,B MI
HEADER N O H
CENTRAL FLORIDA B. 0. A. F.
BUCK WINDOW
HEIGHT WTH. - MANUFACTURER NAME: HEIGHT
FLANGE TYPE
WINDOW FRAME
SILL
MASTER
AL,0 r1tI NUM
A C CG_EENERAI NOTES, MASTER F LE # e< -
1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAz, ALLOWABLE
D E
SHIM STACK TO BE 1/4 .
2) WINDOW FRM1E MATERVIL: ALUMINUM ALLOY 6063.
1 1 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 EXTERIOR OF WINDOW FLANGE.
6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 CLASS CHARTS.
7) WHERE WATER RESISTANCE TEST REOUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGN
WINDOW LOADS KILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE Of 6.0 PSF ACHIEVED IN TEST,
HGT. H / 8) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16- D.
TAPCON ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN, 1-1/4' EMBEDMENT INTO SUBSTRATE
AT LOCATIONS SHOWN ON CMART.
9) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS.
10) INSTALL /5 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4- MIN. EMBEDMENT INTO w000 BUCKATALLOTHERFACTORYAPPLIEDINSTALLATIONHOLES. IF FACTORY APPLIED HC_ES ARE NOT PRESU'7.
y8 SCREWS SHOULD BE PLACED AT MAX.6' FROM CORNERS &-MAx. 24' O.C.
11) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OU ANTIT' LISTED WITH
NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'D.
C
12) GENERAL 1450 SERIES PICTURE WINDOW IS SHOWN, THIS PRINT ALSO. APPLIES T_ THE 1550 SEPIES.
F
MARBLE SILL STOOL
a OTHERS
PRE -CAST SILL CAULK BETWEEN WINDOW FLANGE
81 OTHERS & PRECAST SILL WITH VULKEM
116 ADHESIVE CAULK OR
APPROVED EQUAL
SECTION 1
ELEVATION
VIEWED FROM EXTEP,IOR
L
9L DATE I SYM R1111 a
IODI W. Crosby Rd. • Carrollton, D( 75006 • P.O. Bo B19022 • DDllas. % 75381
DRA DLSCRIO TICW
INSTALLATION C--TAIL
SERIES 1450/1550 F'_ANCE PINY
Axry BY Cn4D. 3• 5:+t(
N/^
FBB D.1. pD I GEPI 'C
SHEATHING
BY OTHERS
q8 INSIALATION ANCHOR
SCREW SHOWN (TYP.)
EXTERIOR
FINISHBYOTHERS
PERIMETER CAULK
BY OTHERS
FIN TYPE WINDOW
FRAME HEADER
XT RI R
FIN TYPE — WINDOW
FRAME SILL
CAULK BETWEEN FIN SHIM AS REO'D- k SHEATING SEE NOTES)
1" MIN. FIN TYPEEMBEDMENTWINDOW FRAME
2 X WOOD
JAMB
BY OTHERS 1 II
SHIM AS REO'D.
SEE NOTES)
SILL STOOL
BY OTHERS
WINDOWHEIGHT
98 INSTAL ATION ANCHOR SCREW SHOWN (TYP.)
2 x WOOD
BY OTHERS
CAUL 'ETWEEN
SHEA h FIN
6Y 0,...RS
I
1" MIN
EMBEDMENT
SHEATHING
BY OTHERS
WINDOW WIDTH EXTERIOR FINISH
BY OTHERS
XT RI R
PERIMETER CAULK
BY OTHERS
SECTION 2
WINDOW WTH. —y
I ANCHOR (TYP.)
O O O O
O
O , O %
24 O.C.
MAX. (TYP.)
T— WIN
0 0
DOW EOUALLY SPACE
ANCHORS (IYP,)
HGT.
PERIMETER CAULK
BY OTHERS SHIM AS
SEE NOTES) E5)
N8 SCREWINSTALATION 2 X WOOD
ANCHOR SHOWN BY OTHERS
TYP.)
CAULK BETWEEN
WINDOW FIN h
EXTERIOR SHEA THING
FINISH 1" MIN.
BY OTHERS EMBEDMENT
SHEATHING SECTION 1
BY OTHERS
TYP.)
X. (TYP.)
ELEVATION
VIEWED FROM EXTERIOR
90
nYE(?AI f4-f UM7 OM _
MASTER FELE # 3
COMPARATIVE ANALYSIS A, ANCHOR CHART
WINDOW DESIGN PRESSURE N0. OF y8 SCREWS NO, OF 0.090 CIA. NAILS
SIZE (INCHES) CAPACITY IN PSF REO'O, INFRAMERED D. IN FRAME WIDTH/
HEIGHT EXTERIOR INTERIOR MEAD SILL 0--EA. JAMB HEAD SILL O EA. JAMB 16
z 30 109 109 2 2 2 2 2 3 16
X 4D 83 83 2 2 3 2 2 3 16
X 50 53 63 1 2 3 2 2 3 1
x 60 So 5Q 2 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 20
X 50 59 59 2 2 3 2 2 4 20
X 60 48 48 2 2 3 2 2 4 28
X 30 57 57 2 2 2 28
X 40 52 52 2 2 3 2 2 3 28
a 50 46 46 2 2 3- 2 2 4 z
6o 40 40 2 2 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 a0 40 2 2 7 1 2 2 4 38
x 30 41 41 3 32 2 38
X 40 40 40 3 3 3 3 38
X 50 40 40 3 3 3 3 3 4 38 %
60 40 40 3 3 3 3 5 40 -
X 30 40 4o 3 3 2 3 40
X 40 40 40 3 3 3 3 3 J 40
X 50 40 40 3 3 3 3 3 4 40
X 4D 3 3 3 3 3 5 a
a 4 4 1)
SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM MA%. ALLOWABLE
SHIM STACK TO BE 1/4 . 2)
WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3)
USE LATEX CAULK BEHIND WINDOW FIN AT HEAD, SILL & JAMBS. 4)
USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5)
GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASIM E1300 GLASS CHARTS. SINGLE GLA2ING
IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED. 6)
WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGN LOADSWALLBELIMITEDTO40.0 PSF DUE 10 WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST, 7)
INSTALLATION: FIN FRAME WINDOW IN WOOD FRAME OPENING WIN TWO BY WOOD STUDS. USING 0.
090N. CIA NAILS OR B8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. I' EMBEDMENT INTO SUBSTRATE.
8)
IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT
LARGER SIZE. 9)
GENERAL ALUMINUMS 1140 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1940 INSULATING
GLASS SINGLE HUNG SERIES. 1001
W. Crosby Rd. • C4rrol7TDL
o
22 • Dolios, IY 75381 pn.
wwL IXSCe,v1Nn AING
SERIES
1140HUNG WINDOWBB w
n•
1c +weu ECN _ 1,/
05/01 B IoGEN—D013
SHE, BY C
CAULK BEHIN
EXTERIORFINISH
BY OTHER
PERIMETER
BY OTHERS
FIN TYPE
WINDOW 1
HEADER
GLAZIN( SEE NL.__.
EXTERIOR
FIN TYPE
FRAME SII
PE RIMETEI
BY OTHER
EXTERIORFINISH
BY OTHER'
CAULK BE
SHE ATHIN.
BY OTHERS SECTION I
r WIrvDOW 11011- 1/4 MAX.
SHIM SPACE
2 x Br WOOD
BY THCRS SHIM AS'REQ'D. 2 x WOOD
BY OTHERS
FIN TYPE WINDOW
48 INSTALLATION FRAME JAHB /
ANCHOR SCREW
SHIM AS RE Q'. GLAZING EMDE ' MIN. DnENTSEENOTES)
II
SPACE
WINDOWHEIGHT
2MA:
WINDOWHEIGHT
IL
ZED'D.
L I/a• Nqx.
SHIM SPACE
KB INSTALLATION
ANCHOR SCREW
2 X WOOD
BY OTHERS
EXTERIOR
PERIMETER CAULK
BY OTHERS
v0 INSTALLATION
ANCHOR SCREW
EXTERIORFINISH CAULK BEHIND FINBYOTHERS
SECTION 2 SHEATHING
BY OTHERS
COMPARATIVE ANALYSIS & ANCHOR. CHART
W N v DESIGN PRESSURE NO. OF a8 SORE VS NO, OF 0.099 DIA. NA!LS
SIZEINCHES) CAPACITY IN PSF REQUIRED IN FRAME REQUIRED IN FRAME
WIDTH/HEIGHT EXTERIOR INTERIOR HEAD a SILL P EA. JAMB HEAD 6 SILL B EA. JPMB
20 . 30 40 40 2 2 2 2
20 X 40 a0 40 2 3 2 2
20 X 50 40 4Q. 2 3 2 3
20 . 60 40 2 2 3
30 . 30 40 40 2 2
30 40 40 40 2 3 2 3
30 X 50 O 40 2 3 2- 3
30 . 60 40 4p 1 2 3 2 4
4C X 30 40 40 3 2
40 X 40 40 40 3 3 3 3
40 X 50 40 40 3 3 3 4
40 X 60 40 3 3 3 5
50 . 30 40 00 3 2 4 2
50 X e0 40 40 3 3 4 3
50 • 50 40 40 3 3 4 4
50 x 60 40 40 3 3 1 4 1 5
40 40 4 4
CENTRAL FLOREH198Y4OYA B...O.A.F4 X4LNVFACTG1$
RNr4E MASTER FILE #
1)) NOTES.
EREWATERRESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGN
LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF6.0 PSFACHIEVED TEST, 21 INSTALLATION.
FIN FRAME VINDDW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS USING
YB SCREWS OF SUF FI FI[]EN7LENGTH TO PROVIDE MIN. 1' EMBEDMENT INTO SUBSTRATE
OR 0.099 IN. DIA. NAILS. 3) IF
EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE QUANTITY LISTED 2 WITH
NEXT LARGER SIZE. 4) SHIM
AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM EQUALLY SPACE -
MAX. ALLOWABLE SHIM STACK TO BE 1/4'. ANCHORS (TYP.)
5) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. 6) USE
LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL L JAMBS. 7) USE
LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. B) GLASS
THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING
IS SHOWN. INSULATING GLASS ALSO QUALIFIED. 9) GENERAL
ALUMINUMS 1100 SERIES PICTURE WINDOW IS SHOWN_ THIS PRINT ALSO APPLIES TO
190D SERIES PICTURE WINDOW. 6- MAX. (
TYP.) 6' MAX. (
TYPJ ELEVATIDN VIEWED
FRDM
EYTERIDR DATE S-
IREVISION
CAULK BETVEEN—
WOOD BUCK X
MASONRY OPENING
BY OTHERS
CAULK BETWEEN WINDOW
FLANGE 6 v000 BUCK
CONCRETE OR
MASDNRY OPE NIIN
BY OTHERS
EXTERIOR FINISH —
BY OTHERS
PERIMETER CAULK
BY OTHERS
FLANGE TYPE -
V]NDOW FRAME
HEADER
WINDOW EXTERIOR
HEIGHT
ONE BY WOOD NOTESBUCKBYOTHERS1) SHIM AS REO*D. AT EACH INSTALLATION ANCHOR USING LOAD BEARING $HIU. MAX
ALLOWABLE SHIM STACK TO BE I/4 . INSTALLATIONANCHOR 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3/16' DIA, TAPCON 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD. SILL h JAMBS. 4)
USE LATEX CAULK FOR PERIMETER. SEAL AROUND EXTERIOR OF WINDCw FL NGE. r
SHin aS RE 0'D 5) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEENOTESI6) DESIGN PRESSURE CAPACITY DF WINDOW 6 INSTALLATION IS LIMITED TO 4pp PSF. 7) FOR INSTALLATION OF FLANGE FRAME WINDOWS IN CONCRETE OR MASON-— OPENING. USE 3/
16' DIA. TAPCON TYPE ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4' EMBEDMENT
INTO SUBSTRATE. PLACE ANCHORS 6' MAX. FROM CORNERS 6 24' O.C. MAX. BETVEEN.
Q
T-l/4• nIN. 8) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. EMBEDMENT
BUILD DOWN MUST BE OF SUFFICIENT STRENCTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW
TO THE STRUCTURE. 9)
ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LJMIT USE OF THIS 1/
a' MAX SHIM
SPACE PRODUCT
TO THESE TWO CONFIGURATIDNS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT
CAN BE MANUFACTURED FROM THE 1450/1550 SERIES DESIGNER FI,ED WINDOW FRAMING
SYSTEM. CENTRAL
FL®REDA B.®.A— F. MANUFACTURER
NAMIEa j'
FY_,FdA-L Al 027/ /V WZMASTER
FE.E( # 2 GLAZING <
TYP. SEE
NOTES) BUCK
MEIGHTSHIN
AS REO'D SEE
NOTES) FLANGE
TIRE WINDOW
FRAME SILL
rV
ONE
I BYROTHERS
IMETER [HULK OLICKTHERSYWOOO EXTERIOR
FINISH J BY
OTHERS d CAULK
BETWEEN WINDOW FLANGE
6 WOOD BUCK CONCRETE
OR MASONRY
OPENING BY
OTHERS CAULK
BETWEEN WOOD BUCK B MASONRY
OPENING BY OTHERS SECT
ION 1/
4' MAX. SHIM
SPACE a
f
1-
1/4' MIN. J EMBEDMENT
INSTALLATION
ANCHOR 3/
16, DIA. TAPCON k-
WINDOW WIDTH ELEVATION
VIEWED
FROM EXTERIOR 7
7,fL Ow
wit HT
HE I,
4' M Gay BVCX
vIBTH*D'
SHJn
SPACES RED'D 1-1/4- MIN. OTES)
EMBEDMENTFLANGCaULK BETVEEN WINDOVOOO
BUCK 6 JAMBMAS'
Y OPENING 4
BY OTHERS it}
p. INSTALLATION ANCHOR ES)
3/16' DIA. TAPC ON OrvE
BY v000 ULK
BUCK BY OTHERS EXTERIOR
FINISH CAULK BETWEEN Bx
OTHERS VINDD FLANGE WOOD
BUCK VIN
DDVVIO1H CONCRETE OR HASONRY
OPENING S
E C T I O N 2 BY
OTHERS WINDOW
WIDTH ELEVATION
VIEWED
FROM EXTERIOR 1001
W. Crosby Rd. • Corroll1w, TX 75006. P.D. Box 819022 • Dallas, TX 75381 INSTALLATION
DRAWING ONE BY BUCK T
SERIES 1450/1550 DESIGNER PICTURE WINDOW c....
s. .o a. SP.0 B3
N/A mcc
o.rz B x
c .wzca B'
EEN - 3120102 I GEN-002-_
SHEA THIN,
BY CiHER'.
CAULK B'
EXTERIOR F
BY OTHERS
PERIMETERCAULKByOTHERS
FIN TYPEFRAMEHE
GLAZING IT.. cSEENOTES
FIN TYPE _/ FRAME SILL
PERIMETER CAULK J
BY OTHERS
Kg INSTALLATION J
ANCHOR SCREW (TYP,)
EXTERIOR FINISH —
BY DFHERS
CAULK BE—D FIN —
SHEATHING
BY OTHERS
DOWNTHERS
NSTALLAT:ON
HOR SCREW (TIP.)
SHIM AS RED"D-
SEE NOTES
SHIM SPACE
1
T
OWEIGHT
1/4 MAX.
S.I. SPACE
SHIM AS REO"O,
SEE NOTES
1 MIN, Z X FRAMING
EMBEDMENT BY OTHERS
SECTION 1
1HE
Na7_' 11 DESIGN PRESSURE CAPACITY OF WINDOW h INSTALLATION 1$ 40.0 PST.
Z) INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO
BY WOOD S7UDS. USING 0.C99 IN, DIA NAILS. PLACE .099 NAILS 6- FROM
CORNERS MAX, h 8' O.C. MAX. BETWEEN.
3) FOR INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH
TWO BY WOOD STUCS. USING YB SCREWS OF SUFFICIENT LENGTH TO
PROVIDE MIN. I IN. EMBEDMENT INTO SUBSTRATE. PLSCE SCREWS 6 MAX,
FROM CORNERS k Za CC. MAX. BETWEEN
4) SMIM AS REO'D. AO:ACLIT TO EACH INSTALLATION ANCHOR WITH LOAD
BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4
WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063.
E) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL h JAMBS"
7) USE LATEX CAULK FOR PERIMETER SEAS -AROUND EXTERIOR OF
WINDOW FLANGE.
8) GLASS THICKNESS MAY 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 ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE
STRUCTURE.
10) ELEVATIONS SHOW COMMON CONFIGURATIONS" IT IS NOT INTENDED TO
LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS
SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED
FROM THE 1100/1900 SERIES DESIGNER FIXED PICTURE WINDOW
FRAMING SYSTEM.
CENTRAL - FLORIDA R. O. A. IF.
MANUFACTURER NAME:
MASTER FILE # a.
ELEVATION
VIEWED FROM EXTERIOR
d3-u-cz
HIM M SHIM SPACE
TWO BY FRAMING
SHIM AS REO'D" gr OTHERS
FIN TYPEFRAMEJAMB
I-MINEMBEDMENT
T
SHEATINGJBYOTHERStNGLAZING (TYP) CAULK BEHIND FIN
SEE NOTES
ExTERIOR FINISH BY OTHERS
xT RI RSTALLATON
ANCHOR SCREW (TYP.)
DOWWIDTH
PERIMETER CAULK
BY OTHERS
SECTION 2
WRHE
ELEVATION
VIEWED FROM EXTERIOR
CAULK BETWEEN WOOD
BUCK & MASONRY
OPENING BY OTHERS
ONE BY WOOD
BUCK BY OTHER
CAULK BETWEEN WNDOW
FLANGE & WOOD BUCK
CONCRETE OR
MASONRY OPENING
8Y OTHER
EXTERIOR FINISH
BY OTHER
PERIME7ER CAULK
BY OTHER
FLANGE TYPE
INDDOW FRAMEHR
M1NDOWHEIGHT EXTERIOR
FLANGE TYPE
WINDOW FRAMESILL
PERIMETER CAULK
BY OTHER
PRE CAST SRL
D a a
BY OTHERS CAULK BETWEEN WNDOW FLANGE
PRE CAST -SILL WITH VULKEM
SECTION 1 116 ADHESIVE CAULK OR SCHNEE
MOREHEAD 8500 ADHESIVE SEALANT
NOTES:
1) SHIM AS REOD. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX.
ALLOWABLE SHIM STACK TO BE 1/4-
2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063
3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS.STLL MUST BE
ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EOUAL
a) APPLICA ION OF VULKIM 116 ADHESIVE CAULK OR SCNEE-MOREHEAD 8500 ADHESIVE CAULK
AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATION.
5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE
6) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300CLASS CHART
SINGLE GLASS IS SHOWN. INSULATING GLASS IS ALSO OUALIFIED.
7) GENERALALUMINUM'S 1480 SERIES MODIFIED SLIDER IS SHOWN. THIS PRINT ALSO APPLIES TO THE
1560 SERIES MODIFIED SLIDER INSULATING GLASS. 8)
DRAWING APPLIES TO INSTALLATION OF FLANGE FRAME WNDOW IN CONCRETE OR MASONRY OPENING USE 3/
16' DIA IAPCON ANCHOR OF SUFFICIENT LENGTH TO PROMDE MINA-1/4 EMBEDMENT INTO SUBSTRATE ATLOCATIONSHOWNONCHART. 9)
SEE ELEVATIONS FOR KEY TO TAPCON LOCATIONS. 10)
INSTALL 98 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4' MIN. EMBEDMENT INTO WOOD BUCK AT ALL FACTORY
APPLIED INSTALLATION HOLES WHERE IAPCONS ARE REO'D, 11)
IF EXACT WNDOW SIZE IS NOT USIED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LARGER
SIZE. INS
TALLATIONANCHOR 3/
16- DIA. 7APCON 4SHIM
AS
REO'D _ SEE
NOTES) 1
1/4- MIN. ENBEDMENT
L
1/
4' SHIMJ SPACE
MAX. BUCK
HEIGHTBUCK
W DTH FLANGE
TYPE I/4-SHIM WINDOW
FRAME SPACE M JAMB
HI
ONE
BY WOOD BUCK
BY OTHER 1 1 IN EM
FOMENT SHIM
AS REDO. SEE
NOTES) CONCRETE
OR MASONRY
OPENING BY
OTHER INSTALLATION
ANCHOR 3/
16- DIA. 7APCON PERIMETER
CAULK_ BY
OTHERS II CAULK BETWEEN WINDOW
WIDTH WOOD
BUCK & MASONRY
OPENING BY
OTHERS EXTERIOR
CAULK
BETWEEN EXTERIOR WINDOW
FLANGE FINISH BYOTHERWOOE'BUCK SECTION
2 ANCHOR (
TYP.) H
J K 7''
GDOW
HTB IGHTA
wiNDOw
D
F
G
ELEVATION
VIEWED
FROM EXTERIOR 03-
7---vt- COMPARATIVE
ANALYSIS & TAPCON ANCHOR LOCATION CHART WNDOW
SIZES INCHES)
DESIGN PRESSURE CAPACITY
IN PSF EXTERIOR
INTERIOR 40
110 TAPCON
ANCHOR LOCATION REO'
D. IN FRAME WIDTH/
HEIGHT HEAD JAMBS 24
x 12 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 40
85 H,
K A,G 36
x 12 H,K A,G 36
x 24 40 45 H,K A,G 36
x 36 40 40 H,K A,G 36
x 42 40 40 H,K A,G 36
x 48 40 40 H,K A,G 36
x 55 40 40 H,K A,B,F,G 48
x 12 40 77 H,K A,G 48
x 24 40 40 H,K A,G 48
x 36 40 40 H,K A,G 48
x 42 40 40 H,K A,G 48
x 48 40 40 H,K A,G 48
x 55 40 40 H,K H,
K A,
B,F,G A,
G 60x12407360
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
FLORMA B. 0. A. F. MANUFACTURER
NAME: MASTER
FR.F # 8 OAT[
3/
20/02 I GEN c ..
o R...1-1...
SHEATHING CAULK. 8E TWEEN FIN - SHEATHING 2 X FRAMING
E&M,E'
ATiNGBYOTHBY OTHER BY OTHERS IN
CAOLK BETWEEN#3
SCREW 'NSTALATIONMENT 1/4 MAX.-- SHEATHING & FINggHIMAS REO'D SHIM SPACE 8r OTHERS ANCHOR (i YP.)2
X FRAMING (ScE NOTES)EXTERICR.
FINISHE OTHERS BYOTHERSFIN TYPE WINDOW
FRAME L. i"MIN. FEP,
IMETE- CAULKr1/4• MAX. JAMB 'EMBEDMENT BY
OTHER SHIM SPACEI78
SCREW FtN.
TYPE INSTALATION
W:
NDO ANCHOR (TYPFRAME HEADERMASREO'D SEE
NO WINDOW WIDTH —.-I EXTERIOR FINISH BY
OTHERS WINDOW
EXTERIOR PERIMETER CAULK HEIGHT
BY OTHERS 6
EXTERIOR
FIN TYPE SECTION 2 _ WANDOW "MAX. TYP FRAMESILL ( )' EQUALLY
SPACE 6" MAX.(TYP) ANCHORS (
TYP. 0
HEAD, SILL, SILL
STOOL - & JAMBS) ULJ
BY OTHER 0
PERIM'_
iER CAULK 1/4 MAX. 8
OTHER SHIM SPACE 0 SHIM
AS REO'D 8SCREW (SEE NOTES) INC-
OR TION WINDOW ANC —
OR (TYP.) HEIGHT o 2
X FRAMING \ BY
OTHERS ExTE
R:OR I
FINIS-cYC-HERS CAULK BETWEEN WINDOW
FIN &SHEA-
ING SHEATHING - BY
C-HER 1" MIN. 0 EMBEDMENT
SECTION
1 1 GE':
ER<_ NOTES: 2470 O.C. I)
S-v AS REC'D. ADJACENT TO EACH INSTALLA :0`: ANCHOR WITH LOAD MAX.(TYP BEIRING
SHIM MAX. ALLOWABLE SHIM STACK TO EE 1/4'. 2)
W7.•.DOW FRAMEMATERIAL ALLOY 6063 3)
UEE LATEX CAULK BEHIND WINDOW FIN AT HEAD ,SILL & JAMBS. 4)
USE LATEX CAULK FOR. PERIMETER SEAL ARC' ND EXTERIOR OF WINDOW FF.
1ME. - 5)
G:1SS THICKNESS MAY VARY PER THE REDUL=EMENTS OF ASTM E1300 Sl%;
LE GLAZING IS SHOWN, INSULATING GLASS IS ALSO OUAUFIED. 6)
D71MNC APPLIES TD INSTALLATION OF FIN FRAME 'MN'.Jw IN WOOD FRAME OPENING W-- TWO BY WOOD STUDS u51NC 099 IN D11 —;-S ? AB SCREWS OF SUFFICIENT LE\:-H TO PROVIDE MIN. 1" GM BEOMEI'1T INTO SUFSTR-.E 7, IF E\ACT vnN W $IZE1 Ij NOT LISTED IN CHA.9T, ,_. 1.\CHOR QUANTITY LISTED WITH LARGER, 9ZE, 8)
GE'.E RAL ALU.:-NUM'S 1150 SERIES HOPIZONTAL SLDEP :S SHOWH, THIS PRINT ALSO AF=_ES TO T`m 1980 INSULATING CLASS HDRIZOI;:AL 5_DER SERIES. C,
0
ANCHOR (
TYP.) WINDOW
WIDHT ELEVATION
51/
VIEWED
FROM EXTERIOR`', •' •,.:A. 3
ZO-OZ. COMPARATIVE
ANALYSIS & ANCHOR. CUANTITY CHART WINDOW
511E DESIGN PRESSURE 8 SCREWS REO'D. 099 NAILS REO'0. INCHES
CAPACITY IN PSF IN FRAME IN FR.ASIE 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 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 1 6 5 72
x 12 40 70 4 2 7 2 72
x 24 40 40 4 2 7 2 72
x 36 40 40 4 2 7 3. 72
x 42 40 40 4 3 7 3 72
x 48 40 40 4 3 7 4 72
x 55 40 40 4 3 7 5 G4
Ti.
F-2T4TIBA ,(,rgigE 7r
1UMD. A1{[ B. 0. A. r . MANUFACTURER
AC 1 'UiRER LVtT1LVJi1CM °e w
1001
M. Omb7 Rd. •Carto*R12 75M•P-0. 80. $19077.00ax T1 7S381 INSTALLATION
DRAWING WOOD FRAME STRUCTURE SERIES
1180 /1980 MODIFIED HORIZONTAL SLIDER oRN
c..Ko scALE BB
N/A i
0, T[w[n GATE JRu NUu9ER n[
Wva. a, 03/11/02 I GEN-0028
ANCHOR
INSTALLATION MULLION —
ANCHOR
MULLION (
TYP.) BRACKET
ANCHOR
BRACKET--__,— CENTRAL F' LOA B.O.
MANUFACTURER NAM
WINDOWWINDOW
FRAME JAMB
TYP.)
MULLION
DIE NO. 1445
DWG N0: GEN70452
GA P
MULLION
II I DIE NO. 1445
I II I
I II I
I II I
I II I
II I
v INSTALLATION
8 SELF TAPPING a °
SMS (TYP.) o41
SUBSTRATE
SECTION B- B
ANCHOR
TYP.)
i
SEE NOTES
a T #2 & #3
0
NOTES:
SECTION A — A 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO.
1445 WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY
u
EXTERIOR 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/B" MIN. EMBEDMENT INTO WOOD
FRAMING.
4) MULLION ATTACHMENT IN SECTION B—B IS TYP. AT HEAD 3c SILL.
GENERAL ALUMINUM CORP.
CARROLLTON, TEXAS
TITLE: FIN VERTICAL MULLION INSTALLATION DETAIL
r
ALUMINUM TUBE MULLION, DIE NO. 1445
AREA: — — — — DRN: JS APRVD:.— — — — DATE; 3/1 7/02
SCALE: MAIL: — — — — DWG NO: GEN-0452wT/FT:
PREPARED BY: .PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWY, HEATHROW, FLORIDA 32746 PHONE 407-805-0365 FAX 407-805-0366
GENERAL ALUMINUM CORP.
HORIZONTAL MULLION DESIGN LOAD CAPACITIES
EXTRUDED ALUMINUM TUBE MULLION #1445
WHEN USED FOR MULLING TRANSOM
FLANGE
HORZ.
MULLION
MULL SPAN>
WDW. HGT. V
53.000 61.000 74.000 96.000 106.250
26.000 222 153 92 38 26
38.375 198 135 80 34 23
50.625 190 126 74 31 21
54.625 189 125 72 30 21
55.625 189 125 72 30 20
63.000 189 124 70 29 20
72.000 189 124 70 28 19
NOTES:
CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1445 USED HORIZONTALLY.
CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN.
WINDOW HEIGHTS SHOWN ON 'Y* AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS
BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT.
READ MULLION SPAN AND WINDOW HEIGHT IN INCHES.
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF.
PREPARED BY:
PRODUCT & APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-0365 / FAX 407 805-0366
CA020039
12-Jan-2002
01-1201
GENERAL ALUMINUM CORPORATION
HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION DIE #1"5
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 & APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-03651 FAX 407 80554)366
CA020122
FEB. 19, 2002
02-0217
4r
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 407 805-0365 / FAX 407 8054366
CA020123
FEB. 19, 2002
02-0217
DING NO: I-0151
MULLIr
ANCH,
BRACK
WINDOW
FRAME JAMB
TYP.)
STALLATION
NCHOR
YP. )
8 SELF TAPPING
SMS (TYP.)
iVivLuON
DIE NO. 1446
SECTION A- A
MULLION
ANCHOR
BRACKET
o v
v a
a
0
SUBSTRATE
MULLION
DIE N0. 1446
INSTALLATION
ANCHOR
TYP.)
v ° SEE NOTES
a v I
a o #
2 & #3
SECTION B-B
CENTRAL FL0HdDA B. (),As
v MAINUFACTURKH NL'11I ff. o 1
EXTERIOR ELEVATION
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.)
IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" 2 CARROLLTON, TEXAS
DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETAIL
EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446
3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10
DATE:
SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIDI. EMBEDMENT INTO WOOD AREA: ---- ORN: JS APRVO: ---- 3'
FRAMING. WT/FT: SCALE: HALF MATL: - - - - DWG NO:
PREPARED BY: PRODUCT TECHNOLOGY CORP., 250 IN TLRNATtONAL PKWY• HLAIt1-. rll 1- " 1 - -1 - • --• ---
SHIM AS RE'D'D INCTALLAT!CN ANCHOR
SHEATHING (SEE NOTES) c8 SCREW
BY OTHERS CAULK BETWEEN
I1 lDOCP :
LANCE TWO BY WOOD
s SHEATHING BY OTHERS
iv I w
STUCCO _J
OR SIDING
BY OTHERS
PERIMETER
CAULK BY
LITHE RS
I; r" TjisCTL - :c I t
to lDA uDERS _ _ _
SLIDING GLASS
DGGP.-F•RAME
SILL
DOOR WIDTH /a• MAX. SHIM S'PACE
I-I/8 MIN.
I I
EMBEDMENT
SLIDING GLASS
DGCP. FRAME ,—--
JAMB I A
r 1/t" MAX.
I SHIM SPaCE
B' MIN.. ZTEMPEREDEMBEDMENT GLASS
ITYP.)
SLIDING GLASS
DOOR FRAME
HEAD
PERIMETER
CAULK BY
OTHERS
SECTION B-B
TWO 3Y WOOD
BY OTHERS
SLIDING CLASS I
HOCK STRIPSHIMASREO'D.
CSLE NOTES)
INSTALLATION ANCHOR
RB SCREW
CAULK BETWEEN
DOOR FLANGE
L SHEATHING
L— SHEATHING
BY OTHERS TEMPERED C
STUCCO (TYP.)
OR SIDING
BY OTHERS SLIDING GL..__
INTERLOCK
INST-LLATICN ANC'rCR
WOODiS
ULK BETWEEN
CK STRIP L
EATHING
HOOK STRIP DETAIL
j-'
1-1/8" MIN.
EMBEDMENT
NOTE' 1) DOOR MATERIAL: ALUM) M ALLOT 6C63. 2) 18 INSTALLATION SCREWS RUST BE OF SUFFICIENT LENGTH TC ACHIEVE KIN. EH9EDMENTOr1-1/B' INTO UCCD. I- ON TYPE INSTALLATION ANCHORS Ai SILL RUST BE N' SLICE ICIENI LENGTH TO ACHIEVE HIN EHBEDHCNT OF 1-1/I' INTO MASONRY FR CONCRETE
3) INSTALLATION ANCHOR CHART ON 3ACX OF THIS SHEET. -
I> USE SIL ICCNIZCD ACRYLIC CAULK 3EHIN0 Dom) FLANGE AT HEAD L JAN3S.
5> USE TIL ICCNIZED ACRTLlC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR..
1
6) IF EXACT DCOR SIZE IS HOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTITY LISTED VITN TEXTLARGERSI_E. CCR THE APPROPRIATE DESIGN PRESSURE REO'D. h FOR POCKET DCB31 SIZES USC CLOSEST 311ASS DOOR SIZE L CONFIGURATION :C FINIBHED OENINC
B PLACE INSTALLATION ANCHORS. IN FRONT OF HOOK STRIP. AS SHOWN- 8) GLASS THICKNCSS -1 VARY PER REDUIRENENTS OF AST.M E13M GLASS CHARTS.
9) DOOR UNIT .IS APPROVED USING TENPE RED GLASS IN SINGLE GLAZED OR INSULATING GLASS. ID) JANB / SILL CORNERS ARE TO 3E SEALED WITH A SHALL JOINT SEAH SEALER11) SHIN AS REC-D. AT EA. S- Ci INSTALLATION ANCMORi NAX. ALLOVA3LE SHIN STACK TO 3E ICI'.
31 All INS TALL, TICS NTS -O IK1ST 3E MADE (-Q CORROSION RESISTANT NAICP.IALOIVALLI 'A REPRESENTS RS ING PANEL AND 'F' REPRESENTS FIXED PANEL-RIARS vEO
cow IGURATICNS ARE AS LISTED CS ANCHOR CHART ON 31CX OF THIS SNE:T.
EXTERIOR E L E VA I III HOT ALL C TFIGURA, IONS LISTED A3GVE ARE SHOWN ON THIS DRAWING. MVEVER INST—TIOSt! 1 SECTIONS 'A A' •B-3• L MOCK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED
D ) / I E-
I/ '
MENT COwlGURAi1CNS.
1-l/ i' n!N. 15) FLORIDA EXTRUDERS IDCD iRUES SLi01NG GLASS DOLR iS SHOVK THIS PRINT ALSO APW :CS T7ItG2PANELDOORSHOWN200DSERIESAMDSDDSERIES
LIBERALLY APPLY /
CAULKING UNDER SILL IORSETSILLINBED !NSTALL .ATI^N ANC.-iCR
OF C=NCRETE 3/I6 D[?. TA?CON ITV/'/'/ SECTION A
Ft 12002
v EMFEx_D
GLASS (TYP.)
DOOR
HEIGHT
D
I
DESCRIPTION DATE UEIIN1FLOPIDAIENT.RINDC.RS
SANFpRD FL.
TITLE: SLIDING GLASS DOOR
INSTALLATION WITH =8 SCREWS
DP.AWN BY: S3 I APPROVED BY:
ATE: !2:.7/r! ISCALE: NT7 OWC _TLE=27 =T
CONCRETE OR SHIM A.S RE'C'D _ MA$E'NRY OPENING (SEE NOTES) BY OTHERS
CAULK BETV_EN
DOOR FLANGE
t VGOD SUCK CAULK PETVEEN
PERIMETER VOOD BUCK L
MAS'Y. OPENINGCAULK5T
OTHERS , By OT H.ERS
STUCCO
PT TH.Ep INSTALLATION
ANCHOR 3/
16' DIA. TAPCON INSTALLATION
ANCHOR R8
SCREV (TYP. WHERE ONE
BY WOOD TAPCONS A.RENOT REC'J BUCK -
BY OTHERS 1
1/4' Mik EMBEDMENT
T
SLIDING GLASS DOOR
FRAME 1/
4' MA1, JAMB D
1 SHIM SPACE FV
k INSTALLATION
ANCHOR 48
SCREW (T YP. VHERC - TAPCONS
AkE NO REO'DJ SLIDING GLASS DOOR
FRAME HEAD
TEMPERED
GLASS (
TYP.)" DOOR
HEIGHTSLIDING
GLASS DOOR
FRAME SILL
0
EMBEDMENT
I
ii I 1-1/4• MIN. j
p 1 mil
F
111'
MA1. $HIM SPACE L.
1 1/4• MIN. I -
EMBEDMENT o
ONE BY WOOD I
BUCK BY OTHERS CAULK
BETWEEN d
WOOD BUCK t MAS'
Y. OPENING BY
OTHERS SHIM
AS RED'D. T(SEE NOTES) L
INSTALLATION ANCHOR 3/
16' DIA. TAPCON TEMPERED
GLASS Q CAULK BETWEEN T
YP.) DOOR FLANGE t
VOOD BUCK PERIMETER
CAULK
BY CONCRETE OR OTHERSMASONRYOPENINGBY
OTHERS S.
G.D. WIDTH CONCRETE
OR MASONRY
OPENING BY
OTHERS INSTALLATION
ANCHOR ;CAULK BETWEEN 3/
16' DIA. TaPCON WOOD BUCK t MAST.
DPC NING BY
OTHERS 4
CAULK BETWEEN SLIDINGGLASSDOORHOOKSTRIPLHOOK
STRIP - WOOD BUCK 01
1-
1/4• MIN. EMEEDMENT Q 1
Q T "
ONE
BY V00D BUCK
BY OTHERS STUCCO
7,
BY OTHERS uNCAi
Trisigya R t d B.O.Ii.F•TEHPERE GLASS T
YPJ SECTION
B LJF'AGTi7iiER AAEs SLIDING GLASS DOOR o
k e INTERLOCK MASTER
FILE# S HOOK STRIP DETAIL wnc—
I)
DOOR NA-.CRIAL• ALUNINUN ALLOY 6063. 2)
TAPCO" TYPE INSTALLATION ANCHORS NUST BE OF SUFFICIENT LENGTH TO AC.IEVC NIN, ENREDNENT DF
1-1/4• IMTO MASONRY OR CONCRETE. 71
ALTERNATE TAPCON INSIALLA71ON ANCHORS FRONT TO BACK IN ALL FRAME MLMBERS. TAPCDH
ANCHOR CHART ON BACK 6 THIS SHEET. 5)
USE SILICDN12CD ACRYLIC CAULK BEHIND DOOR FLANGE AT HS D L JAMBS. W
USE SILICM12ED ACRTLIC CAULK FOR PERIMETER SCAL AROUND EXTERIOR OF DOOR. 7)
IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITT LISTED WITH NEXT LARGER
SIZE. FOR THE APPROPRIATE DESIGN PRESSURE RED'. B)
FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR S12E L CDWIGURATION TD fIHISNED OPENING. PLACE
TAPCONS. IN fROHT OF WXW STRIP AS SHOvH. 1)
GLASS THICKNESS MAT VARY PER RCDUIREHE HTS or ASTM E1700 GLASS CHARTS 10)
ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOL.LD BE FILLED VITN .B SCREWS OF
SUFFICIENT LENGTH TO PROVIDE NIN 5/8' ENBEDNCNT INTO WOOD BUCK. 11)
DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR IHSUL.TING GLASS, 12)
JANB / SILL CORNERS ARE TO BC SEALED VITH A SHALL HINT SC An SEALER. 17) SHIN AS RED' D. AT EA, SET Cr INSTALLATIDN A..CHDRS. NAx µLCVA MILSHIN STICK TO BE I"'. IN)
ALL INSTALLATION ANCHORS HOST BE ..ADE OF CORROSION RE.iSTANT MATERIALS, 151
VHERE •X' REPRESENTS MOVING FANNEL AND 'D' REPRESENTS FIXED PANCL APPROVED CONFIGURATIONS
APE AS LISTED DN ANCHOR CruRI ON BACK CF THIS SHEET. 16)
NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN ON THIS DRIVING. NOWEVER INSTALLATION EXTERIORELEVATIONSECTIONS -A-A'. •B-B• L HOCK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED 2
PANEL DOOR SHOWN CONFIGURATIONS. 1])
INSTALL ONE TAPCON IN EACH PAIR OF FACTORY APPLIED INSTALLATION HOLES UNLESS NOTED OTHERWISE
ON ANCHOR CHART. SEE BACK OF THIS SHEET. 181
FLDRIDw EXTRUDERS 1000 SERIES SLIDING CLASS DOOR IS S DVN. THIS PRINT ALSO APPLIES TD 20DO
SERIES AND 500 SERIES. REVS
DESCRIPTION DATE INI EXTRUDERS LIBERALLY
APPLY _ _I- L rn T 1D A CAULKINGUNDER $ILL _ - I r
1
INT. INC. $ANFOPn F OR
SET SILL IN PED INSTALLATION ANCHOR " ' OF
CONCRETE 3/15' DIA. uPcoN TITLE: SLIDING GLASS DOOR SECTION
A —A INSTALLATION WITH TAPCGNS DRAWN
BY: BB APPP.OVED BY: rlr.
a i I n,Tt-.tn i G 7N; Ic•)r. Kip, n). . .. rrWnF. ) fCG L
TAPC N 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, x0 48 X 80 3 3 3 4 4 4 3 3 4
506E XX, OX, x0 60 X 80 3 3 3 4 4 4 3 4 4
6068 XX, OX, XO 72 X 80 4 4 4 4 4 4 3 4 5
8068 XX' Ox, XO 96 x 80 5 5 5 4 4 4 3" 4 5
10062 xx, Ox. XO 120 X 8o 6 7( ) 4 4 4 3 4 5
I 1 I I8080xx, OX, XO 96 X 96 5 5 5 5
10080 xX Ox. XO 120 X 96 6 7 (n1 5 5 5 4 6 6
0 XX, OX, XO 60 X 120 3 3 3 6 6 6 5 6 7
0 XX, OX, X0 72 X 120 4 4 4 6 6 6 6 I 7 8
0 xx. x xP12068 96 X 120 5 6 6 7 (DI) 6 8 9
9068 OXO 109 1/8 X 80 5 5 6 4 a a 3 4 5
OXO 145 1/8 X 80 7 17 9 (D2) 4 4 4 3 4 5
5068 OxO 181 1/6 X 80 8 3) 4 a a 3 4 5
9060 OX0 109 1/8 X 96 5 5. 6 5 5 5 4 6 6
12080 Ox0 45 1/8 X 96 7 j lj.'5 r' • 4 6 6
15080 Ox0 181 1/8 X 96 8 5 5 5 4 6 6
90100. OXO 109 1/8 X 120 5 5 f,: _.^.L 1 -, :6 -..,. ' S1;=T DI) 6 I 8 10
120100 OXO 145 I/8 X 120 7 6 6 7 (DI) 6 8 10
9068 xxx 106 .)/8 x 80 t 5::-:-- - 5-- - = 4 4 - 4 3 4 5
12068 xxx 142 5/8 X 80 7 7 8 cDll a . 4` " :
4.
4 3 4I 5
15068 XXX 178 5/8 X 80 8 4 4 3 4 5
9080 XXX 106 5/8 X 96 5 5 5 5 4 6 6
12080 XXX 142 5/8 x 96 7 8 (D1) 19 (D2) I 5 5 5 4 6 6
15080 xxx 176 5/8 X 96 8 I( 3) 13 5 5 5 4 6 6
90100 xxx lUb 5/8 X 120 5 6 6 I 6 17 6 I 8 I 10
120100 xxx 142 5/8 X 120 7 n? In rn^ 6 6 7 6 8 10
10068 OXXO 119 5/8 X 80 6 6 7 (DI) 4 4 4 3 4 5
12068 OXXO 143 5/8 X 60 7 7 8 (D1) 4 4 4 3 4 5
16068 OXXO 191 5/8 X 80 9 10 (Dt) 12 (D3) a 4 4 3 4 5
10080 uxxu 1 ]/b X 76 b 6 7 (DI) 7 4 b b
12080 OXXO t43 5/8 x 96 17 8 (DI) 9 (D2> I 5 5 I S 4I I 6 I 6
16080 OXXO 191 5/8 X 96 9 12 (n ) a <p5) 5 5 5 4 6 6
100100 OXXO IIS 5/6 .x 120 6
120100 OXXO 143 5/8 X 120I 7 19 cD2) I 10 <D3> 6 16 17 cD1) I 6 I B I 10
160100 OXXO 191 /8 X 120 10 (D1) 13 (D4) 16 (D7) 6 6 7 (D1) 6 8 10
10068 xxxx 11/ 1/4 X 6 6 4 4 4 J 4
12068 XXxx 1141 1/4 X 80 7 17 18 (DI) 4 4 4 I 3 I 4 I 5
16068 XXxx 199 1/4 X 80 9 (D1) 10 cD2) 12 <D4) 4 4 4 3 4 5
10080 xxxx 11 1/4 x b 6 7 (Dl) b b 4 6
12080 xxxx 1141 1/4 x 96 7 8 (D1) 9 02) I 5 I 5 15 I 4 6 I 6
16080 XXxx 189 1/a X 56 9 (Dl) pa) ZS3 () 5 5 5 4 6 6
100100 xxxx ll7 t/4 X 120 E 7 <D,) 6 I 6 D1) 6 6 t0
120!00 xxxx 141 t/4 x J20I 7I 8 (Di) 16 I ,U (p3> 6 5 17 Dll I 6 I /jEr 0I1
60100 XXXX 189 l/4 X 120 10 (D2) 13 (D5) i5 (Di> 6 I 6 7 <Di)
I
8 0
I V II
FE3.2 I
FC 2,
ANCHOR NOTES*
ll IN SOME CASES TAPCONS ARE P.EO•D.
IN BOTH FACTORY APPLIED
INSTALLATION HOLE. 'D1' THRU 'D7'
DESIGNATES IN WHICH SIZE J1
CONFIGUREATIONS TWO TAPCONS ARE
REO'D.
2) 'DI' MEANS, INSTALL TWO TAPCONS
IN ONE SET.OF INSTALLATION HOLES.
3) 'D2' MEANS, INSTALL TWO TAPCONS
IN TWO SETS OF INSTALLATION HOLES.
4) 'D3' MEANS, INSTALL TWO TAPCONS
IN THREE SETS OF INSTALLATION HOLES.
5) 'D4' MEANS, INSTALL TWO TAPCONS IN
FOUR SETS OF INSTALLATION HOLES.
6) -D5- MEANS, INSTALL TWO TAPCONS 1N
FIVE. SETS OF INSTALLATION HOLES.
7) 'D6' MEANS, INSTALL SEVEN TAPCONS IN
SIX SETS OF INSTALLATION HOLES.
8) 'D7' MEANS, INSTALL EIGHT TAPCONS
IN SEVEN SETS OF INSTALLATION HOLES.
9) LOCATION OF ADDITIONAL TAPCONS IN
HEAD & SILL SHOULD 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 NEAR JAMB CORNER., IF
NEEDED.
C: LOCATIONS IN HEAD & SILL OTHER
THAN AS LISTED IN A d B.
10) LOCATION OF ADDITIONAL TAPCONS IN
JAMBS SHOULD BE PRIORITIZED AS
FOLLOWS:
A: FIRST, ADJACENT TO LOCKS IN .
JAMBS.
SECONDLY, AT EACH END OF JAMBS
NEAP, HEAD a SILL CORNERS.
C LOCATIONS IN JAMBS OTHER. THAN
AS LISTED IN A 8 B.
rFn R D n EXTRUDERSL _ n INT. INC. SANFu<7. FL,
Ti L6 SLIDING GLASS DOOR
TA?CON GL-.SS CHART
Ci V iL N.T.S.
A. 4
GENERAL ALUMINUM CORPORATION
VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION, DIE #1446
FLANGE
VERTICAL
S.H. SIZES
WOW. WTH. >
WOW. HGT. V
19.125 26.500 30.500 37.000 48.000 53.125E
26.000 758 705 705 705 705 705
38.375 293 243 229 220 219 219
50.625 138 109 101 91 85 85
54.625 108 85 78 70 63 62
55.625 102 80 73 65 59 58
63.000 69 53 48 43 37 36
72.000 45 34 31 27 23 22
CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT & APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-0365 / FAX 407 805 0366
CA020035
JAN. 11, 02
01-1201
GENERAL ALUMINUM CORPORATION
VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION, DIE #1446
44 Pq
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 B APPUCA77ON 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.)
INSTALLATION
ANCHOR
TYP.)
8 SELF TAPPING
SMS (TYP•) MULLION
ANCHOR
BRACKET
SEE NOTES —12 & #3
D °
MULLION
DIE NO. 1447
ACTUREi R NAME: MULLION
i+ _ - .-, _ . DIE NO. 1447
WINDOW-
FRAME HEAD @ TER F' ILE #.
TYP.)
SECTION B-B
ai
v
0
DWG NO: GEN-0453
INSTALLATION
ANCHOR
TYP•)
SUBSTRATE
SECTION A -A NOTES:
1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1447,
WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS HEAL} TO SILL. TTACH MULLION TO SUBSTRATE WITH 3/16' DIA.
U
w
2) IN MASONRY CONSTRUCTION, A
CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4' MIN. EMBEDMENT INTO
CONCRETE OR MASONRY.
3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS
3 OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMING.
4) MULLION ATTACHMENT IN SECTION B—B IS TYP. AT JAMBS.
GENERAL ALUMINUM CORP,
CARROLLTON, TEXAS
TITLE' FIN H RIZ NAL MULLION INSTALLATION DETAILs
ALUMINUM TUBE MULLION, DIE N. 1447
EXTERIOR E EVATI N f'LC AREA DRNr BB APRVD____ DATE31I7/O2
DWG NOWT/FTr --_- SCALE HALF HATE __-- GEN-0453
0365pRGpARER. Wt. PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PXWY., HEATHROW, FLORIDA 32746 PHONE -07-805-PAX 07-DOS-OJ66
GENERAL ALUMINUM CORP.
HORIZONTAL MULLION DESIGN LOAD CAPACITIES
EXTRUDED ALUMINUM TUBE MULLION #1447
WHEN USED FOR MULLING TRANSOM
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 MULUON SPAN AND WINDOW HEIGHT IN INCHES.
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF.
PREPARED BY:
PRODUCT 8 APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-0365 / FAX 407 805-0366
CA020040
12-Jan-2002
01-1201
D,VG No: A-0450
MULLI(
ANCH(
BRACK
WINDOW
FRAME JAMB
TYP.)
STALLATION
CHOR
YP. )
8 SELF TAPPING
SMS (TYP.)
w[uLLI VIN
DIE NO. 1448
SECTION A- A
MULLION
ANCHOR
BRACKET
MULLION
DIE NO. 1448
INSTALLATION
ANCHOR
TYP.) .
i
v ° SEE NOTES
2 & #3ao
a-&
L-
Lv
MAN UFACTURER NAME - EXTERIOR ELEVATION
ASTER FEENOTES:
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.
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 DETAi_
EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1448
3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10
AREA: R" JS APRVD: ---- DAIL :3 17.
SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD
FRAMING. I WT/FT: - - - - SCALE: HALF MATL: - - - - DWG N0: cEN-c==o
PREPARED BY: PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWY. HEATHROW. FLORIDA 32716 PHONE 407-805-0365 FAX 407-? 5-C`E'
GENERAL ALUMINUM CORPORATION
VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION, DIE #1448
FIN
VERTICAL
S.H. SIZES
WDW. WTH. >
WDW. HGT. V
18.000 24.000 30.000 36.000 48.000 53.125
36.000 506 427 390 379 379 379
44.000 319 262 231 215 208 208
48.000 263 213 186 171 160 160
60.000 129 102 87 78 68 66
72.000 72 57 48 42 36 34
CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT & APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 806-03651 FAX 407 805-0366
CA020037
JAN. 11, 02
01-1201
GENERAL ALUMINUM CORPORATION
VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION, DIE #1448
FIN
VERTICAL
P.W. SIZES
WDW. WTH. >
WDW. HGT. V
30.000 43.000 56.000 63.000 72.000 88.000
28.000 565 565 565 565 565 565
32.000 380 378 378 378 378 3.78
38.000 236 226 226 226 226 226
42.000 182 167 167 167 167 167
56.000 72 60 57 57 57 57
60.000 57 47 43 43 43 43
86.000 18 14 12 11 10 10
CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT & APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-03651 FAX 407 805-0366
CA020038
JAN. 11, 02
01-1201
M I A M I•DADE
7
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Premdor Entry Systems '
911 E. Jeferson, P.O. Box 76
Pittsburgh ,KS 66762
MIAMI-DADS COUNTY, FLORIDA
METRO -DADS FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO -DADS FLAGLER BUILDING
140 WL'•s'r FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130-156.1
305) 375-2901 FAX (305) 375-2905
CON HL\CTOR LICENSING SECI'IO:V
305) 375-2527 F;A.N(305) 375.255.N
CONTILkCMIZ ENFORCE.N N*r DIVISION
305) 375-2966 FAX (305) 375.2908
PRODUCT CONTROL DIVISION
305) 375-2902 F.4X (305) }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 '
41sdeterminedbyBCCOthatthisproductormaterialfailstomeettherequirementsoftheSouthFlo
Building Code.
The expense of such testing will be incurred by the manufacturer.
ACCEPTANCE NO.: 01-0314.17
EXPIRES: 04/02/2006 Raul Kodrlgucz
Chief Product Control Division
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COhINUTTEE
This application for Product Approval has been reviewed by the BCCO and approved by the Building
Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set
Forth above.
Francisco J. Quintana, R.A.
Director
Miami -Dade County
APPROVED: 06/05/2001 Building Code Compliance Office
s0450001\pc2000\\templates\notice acceptance cover page.dot
11
04-
I] leHURRICANE CODE''. tI1;101__ METRL-
EDGE STEEL000n in WOOD PRRME PRODUCT
CERTIPICRTIon SHEET Valid
for the following side -hinged door arrangements (Sheet 1 of 2): GLAZED
000ns - Bv, naminRL, HEIGHT: _N Single
Door with Sidelite on
Hinge side Single
Door with Sidelite an
Strike side 0
Single
Door with 2 $idelites :.. Double Doors DOOR
STYLES 114 GLASS: 9030
MM Ur9i
100
Series 133, 135 Series 136 Series 680 Series 822 Series 112
GLASS: 4,
r
r
5.
105
Series 106, 160 Series 129 Series 200 Series 12 R/L, 23 R/L, 107 Series 108 Series 304 Series 24
R/L Series MULTIMESTL
WD GLZA Enterqv- Entry
Systems
4—p-IF OUt -6%
04 PM— Of WWI- -W*"Mtffl ff,093 $"OkKlondr.*n 00 Wo" d1t3a Subjed to 04MI w&OA ftalicf.
L_
W loll] ITIIN 10511 U1111iIII 11 11thAffIffil- 17
METAL -EDGE STEEL DOOR inWOOD PRRME
PRODUCT CERTIPICRTIunSHEET -0 1 - D_.)i q o" 1 3 6
Valid for the following side -hinged door arrangements (Sheet 2 of 2):
314 GLRSS:
404 Series 410 Series 450 Series
FULL GLRSS:
R. If
109 Series 114,120, 122 Series 152 Series 149 Series 300 Series
SIBLITE STYLES:
y,}
LILL
ji
680 Series 129 Series 200 Series 12R, 12L, 2311, 450 Series 152 Series 149 Series
23L, 2413, 24L
Series
Ij OP +SC) I'S -50,S IMPROT NO Fm _uLT,_ME STL WD GLZ-2
Entergy- Entry Systems
Ouf Cw&vjkq V09am of product knPMveMtM maku SoMflegbm design red PQdW dItW SUbItO 10 OWN v6d=l MOM
j Premdor Entry Systems ACCEPTANCE No.: 01-0314.17
J
APPROVED JUN 0 `5 2001
EXPIRES April 02, 2006
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
I. SCOPE
1.1 This renews the Notice of Acceptance No. 00-0321.19 which was issued on April 28, 2000. It
approves a residential insulated door, as described in Section 2 of this Notice of Acceptance,
designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade
County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do
not exceed the Design Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 The Series Entergy 6-8 S/E Inswing Glazed Double Residential. Insulated Steel Doors
w/Sidelites and its components shall be constructed in strict compliance with the following
documents: Drawing No 31-1028-EM-I, Sheets 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 arc designed to accept water infiltration.
4. INSTALLATION
4.1 The residential insulated steel door and its components shall be installed in strict compliance with
the approved drawings.
4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane
protection system.
5. LABELING
5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance
6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of
Acceptance, clearly marked to show the components selected for the proposed installation.
6.1.3 Any other documents required by the Building Official or the South ida Building Code
SFBC) in order to properly evaluate the instal 'Wongfthissyst
Man el Perez, P.E. Product tn#ol Examiner
Prod ontrol Division_
2
J Premdor Entry Systems ACCEPTANCE No.: 01-0314.17
APPROVED JUN 0 5 2001
EXPIRES April 02, 2006
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed
and the original submitted documentation, including test supporting data, engineering documents,
are no older than eight (8) years.
2. Any and all approved products shalt 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
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.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of
Acceptance.
9. This Notice of Acceptance consists of pages 1, 2 and this last page 3.
END OF THIS ACCEPTANC
Manue ere , P.E., Product Co -Examiner
Produc ontrol Division
3
c
HURRICANE MET]
METRL-EDGE STEEL DOOR in WOOD PRRME
PRODUCT CERTIPICATIonSHEET 01-031 ,-L0
Valid for the following side -hinged door arrangements (Sheet 1 of 2):
GLRZED DOORS - 6'B" namim HEIGHT:
Single Door with Sidelite
on Hinge side
Single Door with Sidelite
on Strike side
Single Door with 2 Sidelites Double Doors
DOOR STYLES - 114 GLRSS:
913b
sHBO
fII N Oil
100 Series 133, 135 Series 136 Series 680 Series 822 Series
112 GLBSS:
ZEll, r
105 Series 106, 160 Series 129 Series 200 Series 12 R/L, 23 R/L, 107 Series 108 Series 304 Series
24 R/L Series
j I MULT1_K_S'TL_WD_GLZ-1j
Entergy- Fntry Systems
Our C-*WkV VW*M C0 Produd -WvnMeM Makes $Mk3110.& design vW Voduct dttU sbjeclto chwoe .0MnclKe.
14
I' I ` • • h •° : ',asI .• • $ HURRICANE CODE ,,.
METAL -EDGE STEEL DOOR in WOOD FRAME
PRODUCT CERTIPICRTIon SHEET D- 314 , Ul OAo-
Valid for the following side -hinged door arrangements (Sheet 2 of 2):
314 GLRSS:
3
cn
404 Series 410 Series 450 Series
FULL GLRSS:
14. G r
ti V F
ri ' `
109 Series 114,120, 122 Series 152 Series 149 Series 300 Series
SIELITE STYLES:
y
0,12FIR 15A ®y_*
680 Series 129 Series 200 Series 12R, 12L, 23R, 450 Series 152 Series 149 Series
23L, 24R, 24L
Series
OP+S -SOS IMPACT N C MULTI_ME_STL_WD_GLZ-2
Entergy- - Entry Systems
Ow contlnuirrg program of product Improvement manes specifications, design wd product detail surfed to charge within, notice.
111
M.I A M I DADS
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Premdor Entry Systems
911 E. Jeferson, P.O. Box 76
Pittsburgh ,KS 66762
NI[AMI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
M1 FIZO-FADE FLAGLER BUILDING
140 WES'1' 1 [.AGLEIZ STIZI-T-l', SUITE 1603
MIAMI, ITOMDA 33130-1563
305) 375-2901 FAX (305) 375-2903
CONTIW"1'Olt LICENSING SEC-110S
305) 375-2527 1.:\X (3U5) 375.2553
C'ONTItAC."1'OR I{NI'UItCl:11;N'1' l)[1'IJIUN
305) 375-2966 I:AX (305) 375-2903
1'KOI)L'CI' CONTROL DIVISION
305) 375-2902 I:AX (3U5) 372-6339
Your application for Notice of Acceptance (NOA) of:
Entergy 6-8 S/E Outswing Glazed Double w/sidelites Residential Insulated Steel Door
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this
product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the
use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined by BCCO that this product or material fails to meet the requirements of the South Florida
Building Code.
The expense of such testing will be incurred by the manufacturer.
ACCEPTANCE NO.: 01-0314.20
EXPIRES: 04/02/2006 Raul I<odngucz
Chicf Product Control Division
THIS 1S THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND CENERAL
CONDITIONS
BUILDING CODE S PRODUCT REVIEW C0 1 11"1'TEE
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 Nlianii -Dade County, Florida under the conditions set
forth above.
APPROVED: 06/05/2001
Francisco J. Quintana, R.A.
Director
Miami -Dade Count'
Building Codc Compliance Oflicc
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
I. SCOPE
1.1 This renews the Notice of Acceptance No. 00-0321.22 which was issued on April 28, ;000. It
approves a residential insulated door, as described in Section 2 of 'this Notice of Acceptance,
designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade
County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do
not exceed the Design Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 The Series Entergy 6-8 S/E Outswing Glazed Double Residential Insulated Steel Doors with
Sidelites and its components shall be constructed in strict compliance with the following
documents: Drawing No 31-1028-EiVI-0, Sheets I through 6 of 6, titled "Premdor (Entergy Brand)
Double Door with Sidlites with 1/8" Glass in a Wood Frames with Bumper Threshold (Outswing),"
prepared by manufacturer, dated 7/29/97 with revision C dated 01/1 1/00, bearing the Miami -Dade
County Product Control approval stamp with the Notice of Acceptance number and approval date by
the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to
as the approved drawings.
3. LIMITATIONS
3.1 This approval applies to single unit applications of pair of doors and single door only, as shown in
approved drawings. Single door units shall include all components described in the active Icaf of
this approval.
4. INSTALLATION
4.1 The residential insulated steel door and its components shall be installed in strict compliance with
the approved drawings.
4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane
protection system.
5. LABELING
5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by topics of the following:
6.1.1 This Notice of Acceptance
6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of
Acceptance, clearly marked to show the components selected for the proposed installation.
6.1.3 Any other documents required by the Building Official or the South Elorida Building Code
SFBC) in order to properly evaluate the installation of' hi syste
Man l Perez, P.E. Product o trol Examiner
Prod Control Division
2
Premdor Entry Systems ACCEPTANCE No.: 01-0314.20
APPROVED JUN 0 5 2001
EXPIRES April 02, 2006
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed
and the original submitted documentation, including test supporting data, engineering documents,
are no older than eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city,
state, and the following statement: "Miami -Dade County Product Control Approved", or as
specifically stated in the specific conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if:
a. There has been a change in the South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code changes.
b. The product is no longer the same product (identical) as the one originally approved.
C. If the Acceptance holder has not complied with all the requirements of this acceptance,
including the correct installation of the product.
d. The engineer who originally prepared, signed and scaled the required documentation initially
submitted, is no longer practicing the engineering profession.
4. Any revision or change in the materials, use, and/or manufacture of the product or process shall
automatically be cause for termination of this Acceptance, unless prior written approval has been
requested (through the filing of a revision application with appropriate fee) and granted by this
office.
5. Any of the following shall also be grounds for removal of this Acceptance:
a. Unsatisfactory performance of this product or process.
b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any
other purposes.
6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the
Notice of Acceptance is displayed, then it shall be done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies,
shall be provided to the user by the manufacturer or its distributors and shall be available for
inspection at the job site at all time. The engineer needs not reseal the copies.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of
Acceptance.
9. This Notice of Acceptance consists of pages 1, 2 and this last page 3.
END OF THIS ACCEPTA.NCE,
fvlanuc Perez, P.E., Product Co o Examiner
Produ ontrol Division
3
ADA
PREMDOR (ENTERGY BRAND) DOUBLE DOOR
WITH SIDELITES W/ 1/8" GLASS - IN A
WOOD FRAME W/BUMPER THRESHOLD (OUTSWING)
14B 1/2'
MAX
37 1/4' 74' 37 1/4'
MAX
K' MAX 4'
MAX
1/2' X 2' LONG STAPLES MAX 5' MAX MAX
SEC NOTE 5 Mnz 4' MAX 5' MAX MAX
IS' O.C. IS' O.C. 15' .C. IS' O.C. 15, O.C. 15' O.G 15' O.C. 15' .C.
MAX MAX MA% MAX MAX MAX MAX MAX MAX
B C
17 1/ ' MAX
O.C. SPACINrG
I
17 1/ ' MAX
O.C. SPACING
17 1/ ' MAX
O.C. SPACING
17 I/ MAX
D.C. SPACING
1 1/2' MINIMUM E
M..-
0
r-
Ito z 1 1/2' MINIMUM EMBEDMENT
12) PER HEAD L SILL, f51 PER JAMB
AL T[RNAT(, D/16' PfH TAPCONS11/2' MINIMUM EMBEDMENT 7
XIO5) 2' f.H.V.S.
IN EACH INSIDE JAMB
010 X 2' f. V.S
5) IN EACH INSIDE JAM
I
IT,
or Is1 MIS j
I
jIB'
D.C. /
1 /16'
VI.....
43 OBCL666 SCRICS
I1
I—_-----37k
TOP OF DOOR DnARLOcKAOX.111B' O.C. TO FOF LOCKi B2o22'
X 64' 5
I/2' MVIKSCT LOCKSCT i
MAX OLD i j
OR BnARLOCLDCKSCT MOOCL
IBB I is,
D.E.. j
I iI 1O.
C. j I
II 1I
I 6'
AX ATTACH
ASTRAGAL THROW BOLT STRIKE
PLATE TO THE HEADER AND
THRESHOLD WITH 010 x 1 3/4' FLATHEAD
SCREWS NOTES:
i'
O.C.__[_15' 0. MAX
MAX 4'
B—
i'
O.C. 1 5' O.C. 15' O.C. 15' O.C.- MAX
MAX MAX MAX 5-
MAX MAX
08
x I' LONG IN
ALL REMAINING HOLES
1.)
WOOD BUCKS BY OTHERS. MUST BE ANCHORED MB x l LUllU PROPERLY
TO TRANSFER LOADS TO THE STRUCTURE, FLATHEADD SCREWS 2.)
THE PRECEDING DRAWINGS ARE INTENDED TO. QUALIFY
THE FOLLOWING INSTALLATIONS. A.
WOOD FRAME CONSTRUCTION WHERE DOOR SYSTEM
IS ANCHORED TO A MINIMUM TWO BY WOOD OPENING.
ASTRAGAL B.
MASONRY OR CONCRETE CONSTRUCTION WHERE DOQR
SYSTEM IS ANCHORED TO A MINIMUM TWO BY STRUCTURAL
WOOD BUCK. C,
MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR
SYSTEM IS ANCHORED DIRECTLY TO CONCRETE OR'
MASONRY WITH OR WITHOUT A NON-STRUCTURAL ONE
BY WOOD BUCK. LL
ANCHORING SCREWS TO BE 410 WITH UM
1 1/2' EMBEDMENT INTO WOOD SUBSTRATE C --
1 O.
C. 15- O.C. MAX
MAX MAX
80.
II/16' 1/
2' A 2' LONG STAPLES SEC
NOTE 5 R.
H. OUTSWING L.H. OUTSWING DESIGN
PRESSURE RATINGS VHERE
VATER INFILTRATION REQUIREMENT
IS NEEDED B VHERE
WATER INFILTRATION REQUIREMENT
IS NOT NEEDED Positive
50. sF 5 F Neac.
tivcT A P V x 50.5 QSF APPROVED
AS Cim:I'Cr trai; 'r.;'I H1 HE SOUTH
FLQOQT BUILDING CODE 60n (
J J O1 6Y /J///••
oAe_ PROD T
C NTROL DIVISION BUIL CODE
COMPLIANCE 0 ICE ACCEPTANCE NO.
0 i - 03 / 4. z 0 u;. J/
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 APPROVED' SHUTTERS
NON-HAB[TABLE AREAS VHERE 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. [ I DADE COUNTY MODIFICATIONS 1/I1/00 Ja 6. LATEX
SEALANT TO BE APPLIED AT SIDE BY SIDE LIMN-LKISS W11D. FRAC DEC ' Ak D PA (DOOR OPTIONS) 110--i-ge RS JAMBS AND
SIDELITES. EXIRUSIDNS UtESS WIED. SM CDTL. 10.1 A ADD OTHER DOOR CONFIGURATIONS 112ARAI 7, DOOR/
SIDEL[TE HEADER, DOOR/SIDELITE JAMBS, AND SIDELITE BASE LIR. REVISIOIS I DATE 3`1 PARTMa{, (
AICZI ocra coer oo u ® v/SISLHCS CORNERS ARE
COPED AND BUTT JOINED. OR BT DA - MA'L S[AL N.T.S. 8. DOORS
SHALL BE PRE -PAINTED WITH A WATER -BASED EPDXY RUST PREMDDR EN1RY SYSTEMS 31-1oz8-EM-o INHIBITIVE PRIMERPAINTWITHADRYFILMTHICKNESSOF0.8 TO 1.2 MIL. 911 E. JEFFfRSOH 9. FRAMESSHALLBEPRE -PAINTED WITH AN ACRYLIC LATEX WATER -BASED/ pIIfIQL,KS61 SHEET 1 OF 6 WATER -REDUCIBLE
WHITE PRIMER WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 M[L REVISIEN LETTER c
1
EXTERIOR
37 1/4'
MAX 74' MAX
13
1 1/4• 35 3/4•
MAX
2 I5 9 10
22•
MAX OLD
8
1 1 _
22' MAX
1/4 OLD
m
MAX
GLAZING DETAIL
SHERWIN WILLIAMS 850A
EXTERIOR -GRADE LATEX CAULK
r
ail,
1•
ITiTiT
I'.iG r7s1L-?
INTERIOR
1/2'
GLASS BITE
8' TEMPERED GLASS
INTERIOR
SECTION A -A
OUTSWING
111 1/4'
MAX
a
xx
SEE GLAZING DETAIL
35 3/a'
MAX
t. t t .. -
OTHER CONFIGURATIONS
37 1/4•
MAX
SEE GLAZING DETAIL
30 24
9
35 3/4'
MAX
n
Ill I/a• I— 74•
MAX IfMAX tl XX
I_
Ja I3/
a'
74 3/4• fs'_ MAX
MAX 112' MAX x0
aX.
pxp APPROVED AS
COMPLYING MTH THE lDllii Ul[4 TOAD, !CY D:C SOUTH F &I Ad fll rCODE (11a11M Oi[SS IWO, Sid DFL IO.T BY JJ
BUJ
PSI fi 6[ n
MI PROD TC
TROLDIVISIONt PREMDOR ENTRY SYS BUILDING CODE
COMPLIANCE OFFICE 911 L Emw r PIT1SiJi<,
Q M76P ACCEPTANCE NO.
031Y.20 VS TO
LIFE FRANCS 1 3/4'
1-1028—
EM-0 SHEET 2
OF 6 KVISIOI [UI[
I C
8 o
1/4' SHIM MAX
1-3/4'
2 BY WOOD BUCK
64'
MAX DLO
o.
aaoo e 1 3/4„
SECTIG'N B-B
4 9/16"
1 1/4"
INTERIOR
1 1/4"
MATERIALS LIST
ITEM NO. DESCRIPTION PART NUMBERI COMMENTS
D WOOD HEAD JAMB EM-14 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
2O COMPRESSION WEATHERSTRIP M- 5 LOCKSCREEN BRAND LOXSEAL 9650 (BRONZE)
3O ALUMINUM ASTRAGAL CM-12PREMDDR BRAND OR EQUIVALENT- 5/8' ALUMINUM ASTRAGAL
ALUMINUM -BUMPER THRESHOLD EM-15 PREMDOR BRAND OR EQUIVALENT - 1 1/4' x 4 9/16'
50 TOP CHANNEL EM-08 PREMDDR BRAND - 1 11/16' - 20 GA STEEL
STEEL SKIN 26 ga L017 004 000) xiX IDESSS PP(2 Ill I[( TEST KPIRI IS Ql'
POLYURETHANF FOAM CORE BASF FOAM - DENSITY 2.0 TO 2.5 lbs./Ft'
BOTTOM CHANNEL EM-07 PREMDDR BRAND - 1 11/16' - 20 GA STEEL
WOOD LOCK BLOCK EM-09 4' X 9 1/2' MTL. TO BE PINE..OR EQUIVALENT
ID STRIKE STILE EM-06 PREMDDR BRAND - 1 11/16' - 20 GA STEEL
11 HINGE STILE EM-05 PREMDDR BRAND - 1 11/16' - 20 GA STEEL
12 LOCK PREP FILLER PLATE EM-10 IPREMDOR BRAND - .050' THICK- MTL. TO BE POLYETHYLENE
13 4"x4' HINGE EM-16 IHAGER BRAND HINGE OR EQUIVALENT - .097 THICK (STEEL)
14 WOOD HINGE JAMB FM-13 11 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
15 1110-24 x 1/2" F.H.M.S. 4) SCREWS PER HINGE INTO DOOR
16 410 X 2' F.H.W.S. 5) SCREWS THROUGH HINGE JAMB INTO SIDELITE JAMB, 8' DOWN FROM TOP,
MAX 18' O.C. THEREAFTER
10) SCREWS THROUGH STRIKE JAMB INTO SIDELITE JAMB, 4' DOWN FROM TOP
MAX 8' O.C. THEREAFTER
6) SCREWS THROUGH EACH SIDELITE JAMB INTO SIDELITE, 4• DOWN FROM
TOP, MAX 15' QC. THEREAFTER
17 nD rxVS. v/MINIMJM 1 1/
M M I 1/2E E
OR
3/16' PFN TAPCONS V/MINIMUM I I/Y EMBEDMENTBE REFER TO ELEVATION VIEW, FOR u OF SCREWS USED AND LOCATIONS
18 10 X 3/4' F.H.W.S. 2) SCREWS PER HINGE INTO JAMB
19 u8 x 2' F.H.W.S. 2) SCREWS AT EACH STRIKE PLATE
Co) LOCKSET KWIKSET BRAND 200 LOCK OR HARLOC BRAND 100 LOCK
0 10 X 1 3/4' F.H.W.S. 2) SCREWS PER HINGE INTO JAMB
WOOD SIDELITE JAMB EM-18 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
22' X 64' SINGLE PANEL GLASS EM-19 TEMPERED GLASS IN POLYPROPYLENE FRAME- DC-1643 - (ODL-2
8' AR T MP R ASS
SIDELITE TRIM (WOOD) EM-20 5/16 x 112' MTL. TO BE PINE OR EQUIVALENT
WOOD CASING EM-21 FOR SIDEMBY SIDEBJAMBS' AS MULL ONSNT - ITEMS ARE MOLDINGS USE
WOOD SIDELITE HEAD JAMB EM-22 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
WOOD SIDELITE BASE EM-23 p 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
POLYPROPYLENE LITE FRAME DC-1643, ODL-2 HP Polypropylene by ODL
96 X 1 1/2' PAN HEAD SCREWS 18 PER FRAME SCREW SPACING TO BE 3' IN FROM EACH CORNER AND NOTTOEXCEED14' OC THERE AFTER.
0 SIDELITE STILES EM-26 15/16' X 1 11/16' MTL. TO BE PINE OR EQUIVALENT
3l PIN NAIL 3/4' LONG NAIL, 4' IN FROM END, MAX 8' O.C. THERAFIER, USED ON MULLIONS AND TRIM
DOW SILICONE #995
LIMITS: UNLESS NOTED, FRAC. DEC. = ANG.
EXTRUSIONS: UNLESS NOTED. STD. COM'L. TOL'S.
APPROVED AS COMPLYING VATH THE
SDOUTH FI,VgA r DIN COCE DR. BY R. S. DATE - -
JUn °8 PREMDMR ENTRY SYSTEMBY911E. JEFFERSON
PROOU CO ROLDIVISIC- PITTSBURG, KS. 66762
BUILDIN CODE IANCE OFFIC
ACCEPTANCE NO. - 03 Y . Lo
TY MODIFICATIONS
E 5 (DOOR OPT
31-1028-EM-0
SHEET 3 OF 6
REVISION LETTER B
2 BY WOOD BUCK
r 1/4" SHIM MAX
3/4"
n
1 J
79
INTERIOR
3/16"
MAX
80 11/16" f
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: UNLESS NOTED, FRAC. ' DEC.
EXTRUSIONS UNLESS NOTED, STQ COM1. TOL'S.
Nr-lTNFFR:
APPROVED AS C061PLYING WITH THE
SOUTH FL(P,1PA BUILDING CODE DR. BY R.S.DATE - -
D?. E J Jn J PREMDUR ENTRY SYSTEMSEY
911 E. JEFFERSONPRooTNTRCLDIVISIONPITTSBURG, KS. 66762BUILDINGCODECOF.1P' '.OFFICE
ACCEPTAIICENO. DI ;tK.Zo
U DADE COUNTY MODIFICATIONS
A ADD SCREVS TO LITE FRAME L MATERIAL LIST
LIR. REVISIONS
PART NAME: rurrocv crrri rerr 1-11 ,.r 11
1-1028-EM-0
SHEET 4 OF 6
REVISION LETTER D
OTHER DOOR CONFIGURATIONS
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NOTED, FRAC = DEC = AN( EXTRUSIONS: UNLESS
NOTED, SID. CON1. T0.'S, ArPROVED AS
COMPLYINGWITH 114E SOUTHFIa$jT}Aij
Ji ItGC E DR. By DATE 1-ll-Ol DAT J LJJ
r'jj ((JJ PREMDORENTRY SYSTEMS By. 911 E..
IEFFERSON PROD' ' rCidTROL DIVISION
PITTSBURG, KS. 66762 _ BUIL. )DC CCMPLIAPICE
0t- E ACCEP i.,NCE
NO. 61 —031y.Z0 31-1028—EM-
0 SHEET 5 OF
6 REVISION LETTER
OTHER GLAZED DOOR PANEUSIDELITE STYLES W/SURFACE APPLIED MUNT.INS
r—MAX
7,_6-oo 00 0o ' I Ma* .
00j 00 oo oo; loo oo ioo 00 00 oo 00 loo J oo 00 oo u
u •--• /// e(o 11II !a t II II II II , onu! 11/I pit 1/1 1
1 111
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II:I II II II II II II ''111' !a'i! /11 t1 /// 11/ //1 1
1 1
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0
t 1300 p p U0n
U0 o 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
MAX 79
0 O OM
X go 0 0 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-90B SL-90C SL-30B SL-30C SL-70 SL-80 LIMITS-
RUSS NOTED, FRAC DEC - ANU EXTRUSIONS
LRESS CEO, STD. CO (T. III DAIS I APPROVED
AS COMPLYING WITH THE LTR REVISIONS PART
NAME:PREMDCiR DOOR OPTI(1NS i
DATEHFL(}g A'UI'INGCO E DZ BY DAIE /1 1 MATT SCALE BY
Ju(
PREMDOR
ENTRY SYSTEMS 31-1028-EM-0 PZvO' "
T NTF'OL DIVISION 911 E..[FFMON SHEET 6 OF 6 BUILDING
CODE COMPLIANCE OFFICE PIITSBl1iL, KS. 66762 TANCE
NO Dl-03 1 V. 2 o IREVISION LEVER