HomeMy WebLinkAbout181 Venetian Bay Cir (2)14?/
PE G / aiiRMITADDRESS Cr
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
FEE
PERMIT NUMBER FEE
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SUBDIVISION En
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0PERMIT # D 1J L 0 DATE- DCD y
PERMIT DESCRIPTION J) 6,(,J
PERMIT VALUATION D V,
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Clty of Sanford Certificate
of Occupancy This
is to certify that the building located at 181 Venetian Bay Circle for which permit number 04-
1556 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:
R.
Barber 08/26/04 Engineering:
D
Richards 08/27/04 Public
Works: P.
Simmons 08/26/04 Utilities:
R.
Blake 08/25/04 Fire
Department: Zoning:
Morrison
Homes 1)
a rn . -Qo v, 09/15/04 Property
Owner Building Official Date
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
New Single Family Residence****
DATE:
PERMIT #:
ADDRESS:
CONTRACTOR:
PHONE #:
08/24/04
04-1556
181 Venetian Bay Cir
Morrison Homes
Chris 407-948-4893
oy
aka`°
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
ngineerin Z7 Fire
Public Works
Utilities
Zoning
OLicensing
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
v
F2
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTIO.Nj '
New Single Family Residence****
DATE:
PERMIT #:
ADDRESS:
CONTRACTOR:
PHONE #:
08/25/04
04-1556
181 Venetian Bay Cir
Morrison Homes
Danny 407-948-2953
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
Engineering Fire
P >ic WorksV-31'q""76"16 $`L l
CjZoning
Utilities Licensing
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
CERTIFCATE OF OCCUPANCI''j 1
REQUEST FOR FINAL INSPECTION
New Single Family Residence****
DATE:
PERMIT #:
ADDRESS:
CONTRACTOR:
PHONE #:
08/24/04
04-1556
181 Venetian Bay Cir
Morrison Homes
Chris 407-948-4893
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
Engineering
ublic Works
Utilities
ro
I. 51-VI IVI 6w5
Fire
OZoning
Licensing
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
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CERTIFCATE OF OCCUPANC)
REQUEST FOR FINAL INSPECTIC 4
New Single Family Residence**** I
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DATE: 08/24/04 =
00 I
PERMIT #: 04-1556
O
ADDRESS: 181 Venetian Bay Cir u
fY
CONTRACTOR: Morrison Homes
PHONE #: Chris 407-948-4893
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The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
Engineering
Public Works
Fire
Zoning
Utilities Licensing
Z a/
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
LMBC1001 CITY OF SANFORD
Address Misc. Information Inquiry
8/25/04
14:21:42
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
241225
23.19.30.502-0000-0780
181 VENETIAN BAY CIR
Free -form information
LOT 78 ****************
SW DEV FEE $1700.00 WA DEV FEE $650.00
BP04-1556 PD 4-8-04 SEE REC#6607
3/4"WA METER SET FEE $190.00 PD 4-8-04
REC#6607
F2=Address F3=Exit F5=Special Notes F9=Parcel Notes
F12=Cancel
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CERTIFCATE OF OCCUPANCY a
REQUEST FOR FINAL INSPECTION z
New Single Family Residence**** 1
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E 1
DATE: 08/25/04 I
I
o w C I
O I1, u C G m I
PERMIT #: 04-1556 0
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G
ADDRESS: 181 Venetian Bay Cir s o
CONTRACTOR: Morrison Homes
PHONE #: Danny 407-948-2953
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
Engineering
Public Works
Xutilid-e-s
Fire
Zoning
Licensing
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
LMBC1001 CITY OF SANFORD
Address Misc. Information Inquiry
8/26/04
12:47:34
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
241225
23.19.30.502-0000-0780
181 VENETIAN BAY CIR
Free -form information
LOT 78 ****************
SW DEV FEE $1700.00 WA DEV FEE $650.00
BP04-1556 PD 4-8-04 SEE REC#6607
3/4"WA METER SET FEE $190.00 PD 4-8-04
REC#6607
F2=Address F3=Exit F5=Special Notes F9=Parcel Notes
F12=Cancel
CITY OF SANFORD PERMIT APPLICATION
Permit #: 15 L4 I ( S S L
J
Job Address: VR ( QY- e- fir,
Description of Work:
Historic District: Zoning: Value of Work:
Date:
Permit Type: Building Electrical K Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS IS'o Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Ca1c. Requited)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial _
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #:
Owners I
Contractor Name & Address:
Phone & Fat - t
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer:
Address:
ran S ` qq —i Contact Person:
Attach Proof of Ownership & Legal Description)
So)A-hi,.oL\k (u e o 4-f— aOb
i
Phone: 1 t' —1/ (wi — L d Ci—
State License Number:
r-11 . . r
Phone:
Fat:
S y.>
Application is hereby made to obtain a permit to do the work and installations as indicated. i certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 1 understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT iN YOUR PAYING
TWiCE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records ofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requireme o FI rids Lien Law, FS 713,
Signature of Owner/Agent Date Signature of Contra /A t Date
Print Owner/Agent's Name Print Con gent's Name
s+ •y, Jennifer Almodovar
9 ItSignatureofNotary-State of Florida Dale Sign of Notary -State of Florida D'q[ my Commisslon DD272809 w
Explroa December 07 2007 Owner/
Agent is _ Personally Known to Me or Produced
ID APPLICATION
APPROVED BY: Bldg: Initial &
Date) Special
Conditions: Zoning:
Contractor/
Agent is ZPersonally Known to Me or Produced
ID Initial &
Date) Utilities:
FD: Initial &
Date) (Initial & Date)
YA i
COUNTY OF SKIIIHOLE:
IMPACT I'"I::t;: >1 nT r flr:hrr
ISSUED DY CITY OF Sn"dcORU
3 T'nTl_ V N•IT NUMBER 1.04-75'Y nv`s'_
G
DATI-« ..:. -.
DUXL DI N G PERMIT N•1_l`. j'8`1_
TI•;n 171C; 105ISs JURISDI:C:TIONd« n., T`.:I:'°I'Y ('II" f;(1I_•11 cJf:z
1;lJISDIV::£,ION« .%.`./.1..,ff U.. .-. fralr:% _._
PLAT BOOK: F: L AT LOOK I'(`(
l/. :.............
jADDlti1=SS. _ a sl%•`fl,r'/1 ... %JiCJ
APPLICANT N'fal•IEc
nDl.)I•;I" 1L r7 u ....... ...............................
LAND USE C(1lf EGORY« 00:1. ••- Single Family Detachad 1-!c•.uve
TYF''F tJQ c I;eu i.c1c?nt i.<' l
WORK DESCRIPTION: Si.ngIv Family F•I_,use: Dotach. d -'• Construction
TEE ----------- -ir::i•I::::A-11 ------ -RATE: ---------- FE-E-- U-N- I:T.. R-A-TE::-('h::F-._...._C?_fir
TYPE DIST SCIF DUI_IT DESC. UNIT OF UNITS
WAS......nn:> . _.....-._...._._. -._..-- ......_.__...._,_. -_--__.__._._._.__._._.-_-- _._._._._.-_.-.__.__.._.___...._._.__._.._...._._.---_.-_.. ---
ART1•:'F;anl...S, CO -WIDE O clwl unit $ 705000 1. $ 705.00
ROAM),
C01.IJ.-.C:TO:-d 1_401 1+1 O clwl. unit 5 112.00 1 1 1.n2. OO
L.l•1"<RARY CO -WIDE 0 dwl unit 2 .4.00 1. :?> 54..00
st3Inc, ., CO -WIDE O dwl. unit 01.„384.,00 %a $ :L,;:ir3w0.) AMOUNT
CUI:. 1 2,205,0() i'
T'nl'I'•:1'Il' I•I'1' , 1111 :
f.:.IVEaD BY.,:r. Si a:Cil-lrl'TIJriF.:: E•
UTE TO RECEIVING '.:>:4:GNATORY/AP;=•I_.:1:CANd'T'« ' FAILURE TO NOTIFY (:}WhITR AM) 61 ;
lJ!%J7: T:IV:I_.Y PAYMENT MAY RESULT 1N.1 YO:.JR LIABILITY"FOR THE FEE. :;..:T":, F
DISTRIBUTION:
I-•l"(:)t.1NTY 3-CITY 2-
nr'F•l. IC:nNI T I -COUNTY - P;
mblO 1't::l* 1"'
I_R,"'(T,,:1:; AR ADVISED THAT THIS IS A STATEMENT OF FEES SWHICH ARE
DUE AND I"'nYAr<t_F_ I"'I«:: O11 TO ISSUANCE OF n BUILDING Pl RiY I T. ff
E t1'..SO nr)V:I:SiED THAT (tMY Fi:fGHTSi OF THE nr''PI...:I:C:f1MT, OR OW:'•1ERI, TO
r°PP AL_ THE CF1._l: UL AT IONS OF 1 HE ROAD LIBRARY SYS TUM M'I) IOR I
X)UC AT':TC)XiV... 4S,L:FI0%) 7.MP(t'.::'T• FEES SMUST BE EXERCISED DBY 1111.: 11c. A
WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF TI-il_ RRC EI:+la:M0 SIGNATURE
DATE ABOVE, BUT NOT LATER RTI-1AM CERTIFICATE OF OCCUPANCY O'° OCCUPANCY.
T149 REnUr= ST FOR REVIEW MUST IYEET THE RE CTI.J:C R E"Ml'= N'1TS OF THI.: COUNTY
LAND DEVELOPMENT CODE. C:O?IES OF T{-I`::: RULES GOVERN•IINI::•i F1'-•"r'ia•1'..1'i OnY
BE PICKED UP, OIL FtiEC<UEST1_:D , FROM THE PLAN :1:1`"I"'L 1= 6°'IF NI'T AT IONd (:)F X 1C:&: 11.
01 E: AnT r I RST STREET, wiF1NFORD , FLORIDA 32771. ;, (407) 665 • %gib74 .. PAYMENT T'
SHOULD1 1::- 1 "ADIE TO « CITY OF SANFnRD BUILDING 000
E11ORT11
FARK f1Vl::i•IIJI:: fil•1NF"ORD.
rL 3 71. PhYl°il_NIT <=
1-`•OUL..D BE BY CI-'E CK OR MONEY OF:CUR, AND SHOULD FtiF:'F nRIilA&: rI11:: 1';ThTf"
P1I_:N•IT Nd'..1:°iF:=ER AND C:I:TY DU:I:L.DIN G F''k'.RMIT N•It.J"IBER AT THE TO!:, W'TIUS; 01hTf:;
MEN•IT IS VAUI:D CJ;-UY IN d ON3UNaC:TION WITH ISSUANCE OF A ):, 1'• .•'..... '.i .'. . .t',
c .<`f,..1.E-.:I. L_ I•'A1Z1.f.l..Y BUILDING D.i•1`liy 1 •1:1•I.IJ.T'•s • '•; `.s'.•`. ••. .i .. ..,4 '
LIMITED POWER OF ATTORNEY
DATE:-
I HEREBY NAME AND APPOINT: DAPHNE CLARK, GUSTAV BOTES,
EACH AN AGENT OF:
TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO
THE BUILDING DEPARTMENT OF:
FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED AT
LOT NUMBER :
SUBDMSION:
ADDRESS:
T
6 v /--, W
AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY
TO THIS APPOINTMENT.
MAREK BAKUN
NAME OF CONTRACTOR.)
i i
SIGNATURE OF CONTRACTOR.)
STATE CERT. # CRC1327062
CONTRACTOR'S STATE REGISTRATION NUMBER.)
The foregoing instrum:-
ZZ
ledged before me this
DATE:
BY: MAREK BAKUN
Who is personally known to me and did not take an oath.
STATE OF FLORIDA
COUNTY OF ORANGE.
SIGNAT OF NOTARY: NOTARY SEAL.
A
Seminole County Property Appraiser Get Information by Parcel Number http://www.scpafl.org/pis/web/re_web.seminole_county_title"PARCE...
7ARCEL DETAIL It! 1I I TITI 19 R rlti 11 Rf1C T\ N
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GENERAL
Parcel Id: 23-19-30-502-0000-0780 Tax District: S1-SANFORD
Owner: MORRISON HOMES INC Exemptions:
Address: 151 S HALL LN STE 200
City,State,ZipCode: MAITLAND FL 32751
Property Address: 181 VENETIAN BAY CIR SANFORD 32771
Subdivision Name: VENETIAN BAY
Dor: 00-VACANT RESIDENTIAL
d Back r--, 1
a
I
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
SALES
2003 VALUE SUMMARY
Deed Date Book Page Amount Vacllmp
2003 Tax Bill Amount:
WARRANTY DEED 11/2003 05091 0407 $3,476,000 Vacant
2003 Taxable Value:
Find Comparable Sales within this Subdivision
DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS
LAND
LEGAL DESCRIPTION PLAT
Land Assess Method Frontage Depth Land Units Unit Price Land Value
LOT 78 VENETIAN BAY PB 63 PGS 84 - 88
LOT 0 0 1.000 11,310.00 $11,310
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax
purposes.
If you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value.
1 of 1 2/20/2004 6:03 PM
Herx * .4*sociates 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 DISTANCE
L I S 00°00'17'E 50.00'
L 2 N 00°00'17-W 50.00'
NES E
cl p cna LOT 76
e
1-5.0' L I
LOT 78
8- GRADING 9
N 5.700 SO. FT. N
o
18.0,
LANAI o
22.0'
o 0
11971)
V BROOKWOOD I1
ELEV. A. B. C A D
W/ 1' GAR. REDUCTION
SINGLE FAMILY RESIDENCE
FIN. FL. ELEv: 15 1
LOT 77 W . m a
3 LOT 79
W
ut b El
Q
W '
01 U
Ln 69'D
40'W
Lrl
o
7.0'
o
Cr,
a0 o
13.0' O
a0
o z 20.0' Ca N
38.87'
L2
PLANS REVIEWED0
CITY OF SANFORD
P. c. v. - S 00° 00 ' 1 7 "E t 273. 87 ' v. c
REFERENCED BEARING
CIL VENETIAN BAY CIRCLE
50 ' R/W) TRACT -F - PRIVATE ROADWAY
CITY OF SANFORD
LEGAL DESCRPTIOM Lot 78. " V E N E T I A N BA Y
occordng to the plot thereof as recorded m Plot Book 63.
at pages 84 - 88 of the Pubic Records of Seniiole Cowry. Florida.
FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone X"
accordng to the Flood hsurante Rate Map Community Panel Mpber
120289 0035E.Doled 04117195.
City of Sanford. Con-rxnty Number 120294)
SETBACKSMax
Coverage - 62 X Front
25' Rear 20' SITE DATA Side
5 ' Corner 15' APERWOUS SO. FT. . 55Y Momriun
Lot Width 50' LOT SO. FT. IMPERVIOUS
AREA-3.151 SO.FT. Note:
Bear' s shown hereon ore referenced to the CIL of
VENETIAN BAY CIRCLE as beiig N 00°0017"W. Vertical
datun is based on NGVD per Engineering construction
plans by Ned H i l l e r Engneervig, hc. Job
Number 2001. General
Notes: Legend 1.
This is a BOUNDARY Survey performed In the field on Proposed Temporary Benchmark O
s O
R.B. Onset
Official
Records Book 2.
No aerial, surface or subsurface utility Installations, underground improvements or assumed datum) PB Plat Book subsurfacelaerial
encroachments, If any, were located. BOW
GL
Back
of sidewalk Centerline
PC
Point of Curvature 3.
Building ties shown are to the exterior unfinished foundation surface or lormboard. d Central or (Delta) Angle PCC
Point of Compound Curvature Po4.
Elevations shown hereon, if any, are assumed and were obtained from approved CALL Calculated P.
C.P. Permanent Control Point Construction
plans provided by the Client unless otherwise noted, and are shown CB Chord Bearing P.
R.
M. P.R Pape
Permanent
Reference Monument only
to deplcf the proposed or actual difference In elevation relative to the assumed CD Chord PA -Property Line temporary
Benchmark shown hereon. C.M. Concrete Monument P.O B Point of Beginning 5.
The parcel shown hereon is subject to all easements, reservations, restrictions, and EL. or E-LF-V Elevation (Proposed) p O C. Point of Commencement Rights -
of -way of record whether depicted or not on this document. No search of the FINAL
EL. Elevation (Measured)FD.
Found P.
l. Point of Intersection Public
Records has been made b this office. YFin.Fl. Elev. Finished Floor Elevation PRC.
Point of Reverse Curvature 6.
The legal description shown hereon Is as furnished by client. I.P. Iron Pipe PT
R
Point
of Tengency Radius
7.
Platted and measured distances and directions are the same unless otherwise noted. I.R. Iron Rod RAD Radial Line Denotes %-
Iron rod with yellow plastic cap marked L84937 or LS3182, or L Arc Length RES. Residence iron
rod with red plastic cap marked -Witness Comer, unless otherwise noted. LB Licensed Business Rryv Right -of -Way O
Denotes P.C.P. (Permanent control point) LS. Mao
Land
Surveyor MeasuredN/
D(NdO) TBM
Temporary Benchmark Denotes
Permanent Reference Monument oa NendDisk TYP. rr-
ar-
Typical Fence
symbol (
see drawing) O 2003HerxdAssociatesInc. All rights reserved N.R. Nal Radial ot X--X- Fence symbol (see drawing) Cortlficallon: Not
valid without the t aturo and the original raised seal of a
Florida licensed Surveyor a Mapp This survey
meets the requGe of the FI kfa Minimum TechnkV rds as
contained In Ch ter 1G 17 Florida Administrative de. Sketch of
Legal Description l9fflt" L
This is not a Survey William A.
Herx, P.L.S. Florida Regisforal L nd Surveyor No. 3182 - Darae L.
Przemlenlecki. P.S.M. Registordigurveyor and Mapper No. 6030 William R.
Herx, P.S.M. Registered Surveyor and Mapper No. 6092 Herx 6
Associates Inc., State of Florida LB 4937 Drown by:
AH Checked by:
DP Prapored For:
MORRISON Job Number:
02-017.02 Scale : I--
30' Plot lob
performed: 02-05-04 FoundoIton Survey:
Final Survey:
Revisions .
imiuiau uu uumumauia u uiaa nuiimi
MARYANNE MORSE, CLERK OF CIRCUIT COURT
SEMINOLE COUNTY
BK 05205 PG 0360
CLERK'S # 2004026311
RECORDED 02/23/2004 1207t13 PM
Permit Number: RMRDINS FEES 6.00
Prepared By Daphne Clark
RW)NDED BY 8 O'Kelley
and P.O.Box 784283
Return To: Winter Garden, FL 34778-4283 twrIFIED COPY
MARYANNE MORSE
NOTICE OF COMMENCEMENT. CLERK OF CIRC OU"
SEMIN N . FL RIDA
State of Florida. nc
County of Seminole. RJoA
The undersigned hereby gives notice that improvements will be made to certain real property, and in•accordance
with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
2.
Description of property:
Lot Number
Legal Description
Street Address
VENETIAN BAY, according to the plat thereof; as recorded in Plat
Book 63,, Pages 84-88, of the public records of Seminole County,
Florida. ^
Sanford, FL
4`eneral description of improvements :
New single family residence
Owner information : Name Morrison Homes
ddress 151 South Mall Lane. Suite 200 Maitland FL 32751-7172
el Number (407) 629-0077
Fax Number (407) 629-5282
4. Fee Simple Title Holder: N.A.
5. Contractor: Name
Address
Tel Number
Fax Number
6. Surety : N.A.
7. Lender: N.A.
H TREK- F)PtKON
151 South Hall Lane. Suite 200
407)629-0077
407)629-5282:
Maitland FL 32751-7172
8. Persons within the State of Florida designated by the Owner upon whom notices or other.documents may
be served as provides by 713.13(1)(a)7., Florida Statutes: N.A.
9. In addition to himself ; Owner designates the following to receive a copy of the Lienor's Notice as provided
in 713.13(1)(b), Florida Statutes. N.A.,
10. Expiration date f notice of commencement: One year from the date of rec g.
Date Signed Signature of Owner's Agent, M% k V7 jJ
Sworn to and subscribed before me this by
4ae---
Signature of Notary: .
Maria Lisa Steiner, who is personally known to me.
Y y
MY COMMISSION t DO 214811
Notary Seal: * EXPIRES: June 27, 2007
pendedThrueudpetNotey84m"
C 1
CITY OF SANFORD PERMIT APPLICATION
OL I ' 5 '•' LO Date: .
Permit # :
C' . , /
Job Address:ACY 9177 /'Lf
Description of Work: AlIEW ee5-AARILY 0
fj,,-pp —
Historic District: Zoning: Value of Work: $ AQSLt6W•
o •
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS _, Addition/Alteration Change of Service TemporaryPole y1* Mechanical:
Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/
New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/
New Residential: # of /Water Closets Plumbing Repair — Residential or Commercial Occupancy
Type: Residential V Commercial Industrial Total Square Footage: Type:
LM LL # of Stories: / # of Dwelling Units: Flood Zone: X (FEMA form required for other than X) ConstructionParcel
p: 23-1 q— 30— 6704 — 000C Attach Proof of Ownership & Legal Description) Owners
Name & Address: o s/
So3 S Phone: 407 62gd077 Contractor Name &
Address: -NM`k A I V o aadl
I
i Ivift2 1t r
Lam. .. ` to L
e e N6rrtb r: G -G 70C s S7Cntt
P1Phone-1407)
J7 94P Phone & Fax: 4 Bonding
Company: NA Address:
N ~ Mortgage Lender:
V 4 !
Il• N Address: .// 7Gd %IV i '
sir .: -`:
1 1 %1 Architect/
Engineer: —*.'_—fir Ill P=
Phone:-•407 3 Address: 0f0 1
uw
i11r 11V— "Y Is . • .v vri.., c:fir . Application' is hereby made
to obtain a permit to do the wor en t6-itbilatitms-ec.indicated certifythat no work or 1;iWflation has commenced prior to the issuance of a permit
and that all work will be performed to meet standards of all laws regulating construction in this j niction. I understandthat a separate permit must be secured
for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'
S AFFIDAVIT: 1
certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING
TO OWNER: YOUR FAILURE TO -RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO
YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR
NOTICE OF COMMENCEMENT. NOTICE: In addition to
the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there
ay be additional permits required from other governmental entities suchj LtF agement districts,
stateagencies,
or federal agencies. Acceptance of per ' i
erification that I will notify the owner of the property of the require Lien Law, FS 713. 01 o Signature of
Owner/
Agent
Date Signaru a of Contractor/Agent Date 2 iy v NJK 1,
C1rt1 _ d 2 1g N Print Ow /
ame Print Contrac a me O 2.1 Z3 Zan
c ¢ Sig ry-Sta
da Date Signature o aryrate of Florida ate n ` fG W , . 6 If
r,: Owner/
Agent is
y Personally Known to Me or Contractor/Agent is Personally Known to Me or 0* N _Produced ID Produced ID
N/4 APiiLVAT10NAPPROVEDBY: Bldg: i
p-o Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial &
Date) (Initial & Date) Special Conditions: zclafk,nce OR.
rr conk
clfho-
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 I.7.
SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use:
BUILDING OWNER'S NAME Policy Number
MORRISON HOMES
BUILDING STREETADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number
181 VENETIAN BAY CIRCLE
CITY STATE ZIP CODE
SANFORD FL
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 78 ,- 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):
t/#' - ##.##" or ##.#####) ® NAD 1927 NAD 1983 USGS Quad Map ® Other. Plat
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 82. COUNTY NAME B3. STATE
CITY OF SANFORD / 120294 SEMINOLE I FLORIDA
B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S)
NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREMSED DATE B8. FLOOD ZONE(S) Zone AD, use depth of (boding)
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 89.
FIS Profile FIRM Community Determined ® Other (Describe): Development Engineering Plans
B11. Indicate the elevation datum used for the BFE in 139: ® NGVD 1929 NAVD 1988 Other (Describe):
1312. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction
A new Elevation Certificate will be required when construction of the building is complete.
C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram
accurately represents the building, provide a sketch or photograph.)
C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, ARIA1-A30, AR/AH, ARIAO
Complete Items C3: as below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in
Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of
Section D or Section G, as appropriate, to document the datum conversion.
Datum Same as BFE Conversion/Comments
Elevation reference mark used On -Site BM Does the elevation reference mark used appear on the FIRM? Yes ®No
o a) Top of bottom floor (including basement or enclosure)
o b) Top of next higher floor
o c) Bottom of lowest horizontal structural member (V zones only)
o d) Attached garage (top of slab)
o e) Lowest elevation of machinery and/or equipment
servicing the building (Describe in a Comments area)
o f) Lowest adjacent (finished) grade (LAG)
o g) Highest adjacent (finished) grade (HAG)
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)
15. 3 ft.(m) v S`
NA . _ft.(m)
U)
vdNA. _ft.(m)
00 On1115. 0 ft.(m) E r-
w R
vo
14. 7 ft.(m) AC Service E 6
14. 3 fL(m) z' 0
N
14. 5 ft (m) v
CR. Professional Surveyor and Mapper No. 6030
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATIOT-
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information.
1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available.
I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
CERTIFIER'S NAME Darae L Przemieniecki LICENSE NUMBER PSM 6030
TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Associates, Inc.
ADDRESS CITY STATE Z1P CODE
769 Douglas Avenue Altamonte Springs FL 32714
DATE TELEPHONE
8-26-04 407-788aM
FEMA Form 81-31, January 2003 U 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. Suile, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number
181 VENETIAN BAY CIRCLE
CITY STATE ZIP CODE I Campany NAIC Number ISANFORDFL
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/oompany, and (3) building owner.
COMMENTS
NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans.
TBM's not verified.
Note: Item C3 a on page 1, refers to Air conditioner Service slab.
Check here if attachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F,
Section C must be completed.
El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately
represents the building, provide a sketch or photograph.)
E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(crm) 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.(crm) 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 oommunity's floodplain management ordinance?
Yes No Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMAassued or community -
issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and E are coned to the best of my knowledge.
PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES NAME
ADDRESS CITY STATE ZJP CODE
SIGNATURE DATE TELEPHONE
COMMENTS
Check here if attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the oommunitys floodplain management ordinance can complete Sections A, B. C (or E), and G of this Elevation
Certificate. Complete the applicable item(s) and sign below.
G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state
or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.)
G2. A community official completed Section E for a building located in Zone A (without a FEMA4ssued or oommunitymissued BFE) or Zone AO.
G3. The following information (Items G4-G9) is provided for community floodplain management purposes.
G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPUANCE/OCCUPANCY ISSUED
G7. This permit has been issued for. New Construdion Substanfial Improvement
G8. Elevation of as -built lowest floor (including basement) of the building is: — _ft.(m) Datum:
G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ ft.(m) Datum:
LOCAL OFFICIAL'S NAME TITLE
COMMUNITY NAME TELEPHONE
SIGNATURE DATE
COMMENTS
Check here if attachments
FEMA Form 81-31, January 2003 Replaces all previous editions
Herx & Associates Inc.
769 Douglas Avenue
Altamonte Springs, Florida 32714
407.788.8808 - 407.788.8762 (fax)
August 26,2004
City of Sanford Building Division
P.O. Box 1788
Sanford, Florida 32772-1788
RE: Lot 78 Venetian Bay, 181 Venetian Bay Circle
To Whom It May Concern,
The finished floor elevation of the structure located at:
181 Venetian Bay Circle, Sanford, Florida
Legal Description:
Lot 78, "Venetian Bay", according to the Plat thereof, as recorded in Plat Book 63
At pages 84 through 88, Public Records of Seminole County, Florida.
Meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec 6-7(a).
Sincerely Yours,
Herx & Associates Inc.
Darae L. Przemieniecki , P.
Associate Vice President
DLP/bb
Herz * e4a8ociatea 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 DISTANCE
L 1 S 00'00'17-E 50.00'
L 2 N 00'00'17'W 50.00'
EN aC E
ctePr LOT 76
5.0'
L 1
LOT 78
in -B- GRADING
a 5.700 SO. FT . N
LOT 77
38.87'
O
O
to
N
P.C.P.
CITY OF SANFORD
IB.o'
LANAI o
22.0'
1971)
BROOKWOOD 11 T
ELEV. A.B.0 S D
W/ I' GAR. REDUCTION
SINGLE FAMILY RESIDENCE
FIN. FL. ELEV: 15.3
2 UJ
h o
Wn
u1 'p Ni
Ol Ol
ul
a
01 7.0'
o
U
co o
13.0''O
op
o z o' 20.0' Lin
o 0
LOT 79
O.J. L 2 0.4-
S 00°00' 17-E 4273.87
REFERENCED BEARING
CIL VENETIAN BAY CIRCLE
50 ' R/W) TRACT -F - PRIVATE ROADWAY
LEGAL DESCRPTION Lot 78. - V E N E T I A N B A Y
occorring to the plot thereof as recorded in Plat Book 63.
at pages 84 - 88 of the Pubic Records of Seminole Counry. Florida.
FLOOD HAZARD DATA: The Pa'ceI shown hereon ies within Flood Zone -X'
occordng to the Flood hsu•ance Rare Map Community Panel Number
120289 0035E.Doted 04/17/95.
City of Sanford Community Nurber 120294)
Flood Zone determnotioon was performed by graphic plots from Flood %stance
Rate Maps provided by FEW. No field strveyng was performed by this Fi-m to
determine the Zorte. The exact zone location can only be determined by an elevation
study. We assume no responsbity for octud Iloodtg condtions concerning tivs parcel
General Notes: S 3 D1. This is a BOUNDARY Survey performed in the field on Legend
SETBACKS:
Front 25' Rear 20'
Side 5 ' Corner 6'
Minimum Lot Width 50'
P.C.P— '
Note: Bearings shown hereon ore referenced to the C/L
of VENETIAN BAY CRCLE as being N 00°0017-W.
Vertical dorun is based on NGVD per Engneerrly
construction plans by Ned H i I I e r Engneernj hc.
Job Nmber 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 CA Centerline
Construc tion plans provided by the Client unless otherwise noted, and are shown A Central or (Delta) Angle
only to depict the proposed or actual difference in elevation relative to the assumed
CALC
CB
Calculated
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 by client.
FD Found
7. Platted and measured distances and directions are the same unless otherwise noted.
Fin FI Elev.
I.P.
Finished Floor Elevation
Iron Pipe
B. Copies of this Survey may be made for the original transaction only. I.R Iron Rod
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. LS Licensed Business
O Denotes P.C.P. (Permanent control point) LS Land Surveyor
Denotes Permanent Reference Monument Mea Measured
m 2004 Herx 6 Associates Inc. All rights reserved
N/D(N60)
N.R.
Nag and Disk
Not Radial
Codification: Not valid without the signature and tho original ralsod seat
of a Florida licensed Surveyor an
This survey meets the requireme o! the Fla inlmum TechnicalSfdNCavUascontainedInChapf1G17.6 Flor Administrative Code
Daiae L. Przemienlechi. P.S.M. RegistefoifPurveyor and Mapper No 6030
William R. Herx, P.S.M. Registered SurvejXr and Mapper No. 6092
Herx 6 Associates Inc., State of Florida LB 4937
0/s Offset
O R.B. Official Records Book
PB Plat Book
PC Point of Curvature
FCC. Point of Compound Curvature
P.C.P. Permanent Control Point
PG. Page
P.R.M. Permanent Reference Monument
P/L Properly Line
P.0 B. Point of Beginning
P O.0 Point of Commencement
P.I. Point of Intersection
PRC. Point of Reverse Curvature
PT. Point of Tangency
R Radius
RAO Radial Line
RES. Residence
RrW Right -of -Way
TBM Temporary Benchmark
TYP. Typical
Fence symbol (see drawing)
X—X- Fence symbol (see drawing)
Drawn by: AH
Chocked by: DP
Prepared For: MORRISON
Job Number: 02-017-02
Scale : 1-- 30'
Plot plon performed: 02-05-04
FoundOrion Survey: 05-IJ-04
Final Survey: 06-25-04
Revisions .
10-03.i203 9:04AM FROM
Peratu p : C/ 7 —
Job Address: _1
Description of Work:
H"toric District: _ Zoning:
CITY OF SANBOItD PEBMrr APPLJCATION
WE
PermitT pe: Building Elct:orical Mechanical Pluutbi FireSpnnkla/Alarm Pool
glcctriaL New SoMw — p of AMPS Addidon/Ahaxtinn Ch:wgc of Service Temporary Polc
Mcehaoical: Re Wnuial Non -Residential RcpJncemau New (Duct Layout & 6ncrgy Cale. Required)
Plumbiad New CornrasrgW: N of Fixtures o of Wwcr & Sewer L.irrs N of Gas Lines
Plutubing/New Residential: N of Water Closers Plunugag Rcpair — Rcsiduuial or Conuncncial
Occupancy Type: Residential Commercial industrial Total Square Fout,tgc
Co"Lruction Type: N of Stories: A of Dwcliing Units: Flwd Zone (FEMA form required for other than X)
Parcel Y: nAttachPfoftachip& 4Agal Oar1pUoa)
r
J / /
t r
Owners Numv tit Addr
Al
C trac r N.wt 4 Add.
J
C Strte Livato Nu
7
rikoot & Fax caajcau Per , /
nenoiug Ceo+pauy:
Addresa:
tprtgart Leodtr.
Addresa:
ArchiteW ojiuter: Phone:
Addrwa: Fax'
Application is hereby made to obtain a pernut to do the'work and installations as indicaled. t certify that on work of iosW lation has ccnuncnccd prior to the
iuuawc of a permit and that all work will be performed to meet standards ofall laws regulating eoosuuctiun in this jurWictioo. 1 understand that it aepamtc
permit must be accused for ELECTRICAL WORK, PLUMBING. SIGNS, WELLS, POOLS. FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicathlo lawn rogulahne.
construction arid zoniAg. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN Y UOR 1't.Y LN\ ;
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN
ATTORNEY BI;VOKti KECOROING YOUR NOTICE OF COMMENCr'.MKNT.
1iOTICE: In adJition to the rsquircmgM Of thu permit, there may be additional restrictions applicable to this property "May be found in the public records of
Ws county, and there may be additional permits required from other governmental entitits such as water management dittricU, state agencies, or fWcral ugcncta-
Acceptance of pamit it eenriearion tbu I will notify the owner of the property of the requiremcnU of Florida Lien Law, FS 713.
Signature of Owner/Agent Due Signature of Con ur/Agent Date
Print OwnedAgcnt's Name
Signature of Notary -State of Flonda Date
OwocdAgent it _ Personally Known to Hie or,
Produced 10
APPLICATIUN APPKOV@U 13Y: Uldg:
Initial & Date)
Print Contractor/Agent's None
V 21f C r••r
St rc of Noury•Sutc of Florida
r
Date
Conlnctor/Agcn1 b , usonally Known to u
George Stokes
Produced 11) 1 g
My Commission DD024871
M ;dr Fjires May 13 2005
Zoning: Utilities: F0:
Initial & Date) (Initial & 02te) (Initial & Date)
Sl .cial cordlitions: „
FORM 60OA-2001
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: 1971 BROOKWOOD II , / / Builder: MORRISON HOMES
Address: // pPWer%,&VOle- 6 . Permitting Office: 524142yd
City, State: Permit Number:
Owner: Md 00A, `awa Jurisdiction Number:
Climate Zone: Central
1. New construction or existing New _ 12. Cooling systems
2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr _
3. Number of units, if multi -family 1 _ SEER: 12.00 _
4. Number of Bedrooms 3 _ b. N/A
5. Is this a worst case? Yes
6. Conditioned floor area (W) 1971 ft' c. N/A
7. Glass area & type
a. Clear - single pane 332.0 ft' _ 13. Heating systems
b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 42.0 kBtu/hr _
c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 8.50 _
d. Tint/other SHGC - double pane 0.0 ft' b. N/A
8. Floor types
a. Slab -On -Grade Edge Insulation R=0.0, 228.5(p) ft _ c. N/A
b. N/A
c. N/A 14. Hot water systems
9. Wall types a. Electric Resistance Cap: 50.0 gallons _
a. Concrete, Int Insul, Exterior R=4.2, 1533.9 ft' _ EF: 0.86 _
b. Frame, Wood, Exterior R=11.0, 62.0 ft' _ b. N/A
c. Flame, Wood, Adjacent R=11.0, 177.0 ft'
d. N/A c. Conservation credits
e. N/A HR-Heat recovery, Solar
10. Ceiling types DHP-Dedicated heat pump)
a. Under Attic R=30.0, 2007.8 ft' _ 15. HVAC credits
b. N/A CF-Ceiling fan, CV -Cross ventilation,
c. N/A HF-Whole house fan,
11. Ducts PT -Programmable Thermostat,
a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling,
b. N/A MZ-H-Multizone heating)
Glass/Floor Area: 0.17 Total as -built points: 26584 PASSTotalbasepoints: 27506
I hereby certify that the plans and specifications covered
by this calculation are in com 'ance with the Florida
Energy Code. --
PREPARED BY -
DATE:
I hereby certify that this buil i • ' d, is in
compliance with the Florid g e.
OWNER/AGE
DATE:
I
Review of the plans and fliE sT
specifications covered by this
calculation indicates compliance
oQ =
r y,,;'' ,
o
with the Florida Energy Code. l,
Before construction is completed
this building will be inspected for
compliance with Section 553.908 rl, ec
COSFloridaStatutes. wE
AA,, BUILDING OFFICIAL: -t! 1 f
DATE: e r
i--
r--sr ^I r • r!
EnergyGauge® (Version: FLRCSB v3.2)
D
D
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 84.1
The higher the score, the more efficient the home.
I . New construction or existing New _ 12. Cooling systems
2. Single family or multi -family Single family _ a. Central Unit
3. Number of units, if multi -family I _
4. Number of Bedrooms 3 _ b. N/A
5. Is this a worst case? Yes
6. Conditioned floor area (ft') 1971 ft' c. N/A
7. Glass area & type
a. Clear - single pane 332.0 ft' _ 13. Heating systems
b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump
c. Tint/other SHGC - single pane 0.0 ft' _
d. Tint/other SHGC - double pane 0.0 ft' b. N/A
8. Floor types
a. Slab -On -Grade Edge Insulation R=0.0, 228.5(p) ft _ c. N/A
b. N/A
c. N/A 14. Hot water systems
9. Wall types a. Electric Resistance
a. Concrete, Int Insul, Exterior R=4.2, 1533.9 Ill _
b. Frame, Wood, Exterior R=11.0, 62.0 ft' _ b. N/A
c. Frame, Wood, Adjacent R=11.0, 177.0 ft' _
d. N/A c. Conservation credits
e. N/A HR-Heat recovery, Solar
10. Ceiling types DHP-Dedicated heat pump)
a. Under Attic R=30.0, 2007.8 ft' _ 15. HVAC credits
b. N/A CF-Ceiling fan, CV -Cross ventilation,
c. N/A HF-Whole house fan,
11. Ducts PT -Programmable Thermostat,
a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier,
b.'N/A MZ-C-Multizone cooling,
MZ-H-Multizone heating)
I cei-tify 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: _
r
Address of New Home:
Date:
City/FL Zip:
Cap: 42.0 kBtu/hr _
SEER:12.00 _
Cap: 42.0 IcBtu/hr _
HSPF:8.50 _
Cap: 50.0 gallons _
EF: 0.86 _
PT, _
NOTE: The home's estimated energy performance score is only available through the FLARES computer program.
This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStarTmdesignation),
your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating.
Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for
information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction,
contact the Department of Community Affairs at 8501487-1824.
EnergyGauge® (Version: FLRCSB v3.2)
FORM 60OA-2001
t
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
GLASS TYPES I18XConditionedXBSPM = Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points
18 1971.0 25.78 9146.2 Single, Clear NE 1.0 7.0 39.0 43.65 0.99 1677.4
Single, Clear SE 1.0 7.5 39.0 56.64 0.99 2191.9
Single, Clear NW 1.0 7.5 39.0 37.74 0.99 1458.1
Single, Clear SW 9.0 9.5 64.0 52.82 0.53 1776.5
Single, Clear SW 1.0 6.5 32.0 52.82 0.98 1650.7
Single, Clear NW 23.0 9.5 48.0 37.74 0.54 985.4
Single, Clear SE 1.0 6.5 23.0 56.64 0.98 1273.9
Single, Clear SE 1.0 6.5 16.0 56.64 0.98 886.2
Single, Clear SE 1.0 6.5 16.0 56.64 0.98 886.2
Single, Clear NE 9.5 14.5 16.0 43.65 0.69 479.1
As -Built Total: 332.0 13265.3
WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points
Adjacent 177.0 0.70 123.9 Concrete, Int Insul, Exterior 4.2 1533.9 1.16 1779.3
Exterior 1595.9 1.90 3032.2 Frame, Wood, Exterior 11.0 62.0 1.90 117.8
Frame, Wood, Adjacent 11.0 177.0 0.70 123.9
Base Total: 1772.9 3156.1 As -Built Total: 1772.9 2021.0
DOOR TYPES Area X BSPM Points Type Area X SPM = Points
Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8
Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 96.0
Base Total: 38.0 124.8 As-Bullt Total: 38.0 124.8
CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points
Under Attic 1971.0 2.13 4198.2 Under Attic 30.0 2007.8 2.13 X 1.00 4276.6
Base Total: 1971.0 4198.2 As -Built Total: 2007.8 4276.6
FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points
Slab 228.5(p) -31.8 7266.3 Slab -On -Grade Edge Insulation 0.0 228.5(p 31.90 7289.1
Raised 0.0 0.00 0.0
Base Total: 7266.3 As -Built Total: 228.5 7289.1
INFILTRATION Area X BSPM Points Area X SPM = Points
1971.0 14.31 28205.0 1971.0 14.31 28205.0
EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB Q.2
FORM 60OA-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS:, , , PERMIT #:
BASE AS -BUILT
Summer Base Points: 37564.1 Summer As -Built Points: 40603.6
Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
DM x DSM x AHU)
40603.6 1.000 1.087 x 1.150 x 1.00) 0.284 0.950 13702.1
37564.1 0.4266 16024.8 40603.6 1.00 1.250 0.284 0.950 13702.1
EnergyGaugeT° DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
GLASS TYPES I18XConditionedXBWPM = Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point
18 1971.0 5.86 2079.0 Single, Clear NE 1.0 7.0 39.0 12.00 1.00 468.1
Single, Clear SE 1.0 7.5 39.0 8.34 1.01 329.3
Single, Clear NW 1.0 7.5 39.0 12.23 1.00 476.2
Single, Clear SW 9.0 9.5 64.0 9.22 1.31 774.3
Single, Clear SW 1.0 6.5 32.0 9.22 1.01 297.2
Single, Clear NW 23.0 9.5 48.0 12.23 0.99 580.5
Single, Clear SE 1.0 6.5 23.0 8.34 1.02 195.1
Single, Clear SE 1.0 6.5 16.0 8.34 1.02 135.7
Single, Clear SE 1.0 6.5 16.0 8.34 1.02 135.7
Single, Clear NE 9.5 14.5 16.0 12.00 1.00 192.2
As -Built Total: 332.0 3584.2
WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points
Adjacent 177.0 1.80 318.6 Concrete, Int Insul, Exterior 4.2 1533.9 3.26 5000.5
Exterior 1595.9 2.00 3191.8 Frame, Wood, Exterior 11.0 62.0 2.00 124.0
Frame, Wood, Adjacent 11.0 177.0 1.80 318.6
Base Total: 1772.9 3510.4 As -Built Total: 1772.9 5443.1
DOOR TYPES Area X BWPM Points Type Area X WPM = Points
Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0
Exterior 20.0 5.10 102.0 Exterior Insulated 20.0 5.10 102.0
Base Total: 38.0 174.0 As -Built Total: 38.0 174.0
CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points
Under Attic 1971.0 0.64 1261.4 Under Attic 30.0 2007.8 0.64 X 1.00 1285.0
Base Total: 1971.0 1261.4 As -Built Total: 2007.8 1285.0
FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points
Slab 228.5(p) 1.9 434.1 Slab -On -Grade Edge Insulation 0.0 228.5(p 2.50 571.3
Raised 0.0 0.00 0.0
Base Total: 434.1 As -Built Total: 228.5 571.3
INFILTRATION Area X BWPM Points Area X WPM = Points
1971.0 0.28 551.9 1971.0 -0.28 551.9
EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB 0.2
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
Winter Base Points: 6038.8 Winter As -Built Points: 10505.7
Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
DM x DSM x AHU)
10505.7 1.000 1.078 x 1.160 x 1.00) 0.402 0.950 5011.2
6038.8 0.6274 3788.8 10505.7 1.00 1.250 0.402 0.950 5011.2
EnergyGaugeT" DCA Form 60OA-2001 EnergyGaugeWFIaRES'2001 FLRCSB v3.2
FORM 60OA-2001
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE I AS -BUILT
WATER HEATING
Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total
Bedrooms Volume Bedrooms Ratio Multiplier
3 2564.00 7692.0 50.0 0.86 3 1.00 2623.63 1.00 7870.9
As -Built Total: 7870.9
CODE COMPLIANCE STATUS
BASE AS -BUILT
Cooling + Heating +
Points Points
Hot Water
Points
Total
Points
Cooling
Points
Heating + Hot Water = Total
Points Points Points
16025 3789 7692 27506 1 13702 5011 7871 26584
EnergyGaugeT" DCA Form 60OA-2001
PASS OQ
THE ST4 O
a
EnergyGaugeOfFlaRES'
2001 FLRCSB v3.2
FORM 60OA-2001
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK
Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/s .ft. door area.
Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between:.windows/doors & frames, surrounding wall;
foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility
penetrations; between wall panels & top/bottom plates; between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends
from and is sealed to the foundation to the top plate.
Floors 606.1:ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members.
EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed
to the perimeter,penetrations and seams.
Ceilings 606.1:ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases,
soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate;
attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is
installed that is sealed at the perimeter, at penetrations and seams.
Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a
sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from
conditioned space, tested.
Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors.
Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA,
have combustion air.
RA.77 nTI-IFR PRFCPRIPTIVP MFACI IRFC lmimt hn mni nr nvrrnnrinrl hit nil rncirinn— 1
COMPONENTS SECTION REQUIREMENTS CHECK
Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit
breaker (electric) or cutoff (gas) 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 allons per minute at 80 PSIG.
Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically
attached, sealed, insulated, and installed in accordance with the criteria of Section 610.
Ducts in unconditioned attics: R-6 min. insulation.
HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system.
Insulation 604.1;•602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides.
Common ceiling & floors R-11.
EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2
RIGHT-J LOAD AND EQUIPMENT SUMMARY
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: 1971 11/13/01
109 COMMERCE STREET. LAKE MARY, FL 32746-6206 Phone: (407) 831.2665
Project• •
For: MORRISON HOMES
Notes: THE BROOKWOOD 2/OPT DEN
Design Information
Weather: Orlando —AP, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 38 OF Outside db 93 OF
Inside db 70 OF Inside db 75 OF
Design TD 32 OF Design TgD 18 OF
Relative Humidity 50 %
Moisture difference 43 gr/lb
Heating Summary
Building heat loss 39984 Btuh
Ventilation air 0 cfm
Ventilation air loss 0 Btuh
Design heat load 39984 Btuh
Infiltration
Method Simplified
Construction quality Average
Fireplaces 0
Heating Cooling
Area (ft') 1971 1971
Volume (ft') 18919 18919
Air changes/hour 0.8 0.4
Equiv. AVF (cfm) 253 126
Heating Equipment Summary
Make TRANE
Trade
Sensible Cooling Equipment Load Sizing
Structure 27469 Btuh
Ventilation 990 Btuh
Design temperature swing 3.0 OF
Use mfg; data n
Rate/swing multiplier 0.98
Total sens. equip. load 27890 Btuh
Latent Cooling Equipment Load Sizing
Internal gains 1150 Btuh
Ventilation 1474 Btuh
Infiltration 3727 Btuh
Total latent equip. load 6351 Btuh
Total equipment load 34241 Btuh
Cooling Equipment Summary
Make TRANE
Trade
Efficiency 6.9 HSPF Efficiency 10.3 EER
Heating input Sensible cooling 24850 Btuh
Heating output 0 Btuh @ 470F Latent cooling 10650 Btuh
Heating temp rise 0 OF Total cooling 35500 Btuh
Actual heating fan 1200 cfm Actual cooling fan 1200 cfm
Heating air flow factor 0.030 cfm/Btuh Cooling air flow factor 0.044 cfm/Btuh
Space thermostat Load sensible heat ratio 82 %
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
wrjghtsoft Right -Suite Residential*" 5.0.58 RSR26014 2001-Nov-13 12:04:34
ACCK E:\Flles\morrlson\BROOKWOOD 2-den\1971.rsr Page 1
RIGHT-J CALCULATION PROCEDURES A, B, C, D
Entire House
t
DEL AIR HEATING,AIR CONDITIONING,R Job: 1971 11/13/01
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
Procedure A - Winter Infiltration HTM Calculation*
1. Winter infiltration AVF
0.8 ach x 18919 ft3 x 0.0167 = 253 cfm
2. Winter infiltration load
1.1 x253 cfm x 32 OF Winter TD = 8897 Btuh
3. Winter infiltration HTM
8897 Btuh / 346 ft2 Total window = 25.7 Btuh/ft2
and door area
Procedure B - Summer Infiltration HTM Calculation
1. Summer infiltration AVF
0.4 ach x 18919 ft3 x 0.0167 = 126 cfm
2. Summer infiltration load
1.1 x126 cfm x 18 OF Summer TD = 2502 Btuh
3. Summer infiltration HTM
2502 Btuh / 346 ft2 Total window = 7.2 Btuh/ft2
and door area
Procedure C - Latent Infiltration Gain
0.68 x43 gr/lb moist.diff. x 126 cfm = 3727 Btuh
Procedure D - Equipment Sizing Loads
1. Sensible sizing load
Sensible ventilation load
1.1 x 50 cfm vent. x 18 OF Summer TD = 990 Btuh
Sensible load for structure (Line 19) + 27469 Btuh
Sum of ventilation and structure loads = 28459 Btuh
Rating and temperature swing multiplier x 0.98
Equipment, sizing load - sensible = 27890 Btuh
2. Latent sizing load
Latent ventilation load
0.68 x 50 cfm vent. x 43 gr/lb moist.diff. = 1474 Btuh
Internal loads = 230 Btuh x 5 people + 1150 Btuh
Infiltration load from Procedure C + 3727 Btuh
Equipment sizing load - latent = 6351 Btuh
Construction Quality is: a No. of Fireplaces is: 0
Bold/italic values have been manually overridden
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
ti wrightsoft Right -Suite Residential*" 5.0.58 RSR26014
kdk E:1FIIeslmonisoM6R00KW00D 2-denII971.rsr
2001-Nov-13 12:04:34
Page 1
RIGHT-J WORKSHEET
r
Entire House
DEL AIR HEATING ,AIR CONDITIONING,R Job: 1971 11/13101
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
MANUAL J: 7th Ed.
Name of room Entire House DINING/FOY LNDRY BED 3
Length of exposed wall 219.0 ft 34.0 ft 6.0 ft 25.0 ftj4CeiIngsRoomdimensions20.0 x 14.0 ft 7.0 x 7.0 ft 14.0 x 12.0 ft
Condit. Option 9.6 ftheat/cool d 9.4 ft heat/cool 9.4 ft i heat/cool 9.4 ft heat/cool TYPE
OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE
NO. Htg I Clg ft') Htg I Clg ft') Htg I Clg ft') Htg CIg ft') Htg I Clg 5
Gross a 148 4.6 2.1 1812 220 0 110 Exposed
b 13C 3.2 1.2 316 120 56 140 walls
and c 12 2.9 1.9 0 0 0 0 partitions
d 0.0 0.0 0 0 0 0 e
0.0 0.0 0 0 0 0 f
0.0 0.0 0 0 0 0 6
Windows and a 1 C 37.0 243 8974 57 2099 0 0 16 591 glass
doors b 8C 37.0 64 2365 0 0 0 0 0 0 Heating
c 9C 38.7 0 0 0 0 0 0 0 0' d
1 C 37.0 0 0 0 0 0 0 0 0 e
0.0 0 0 0 0 0 0 0 0 f
0.0 0 0 0 0 0 0 0 0 7
Windows and North 29.4 19 553 19 553 0 0 0 0 glass
doors NE/NW 39.4 195 7683 38 1497 0 0 0 0 Cooling
E/W 0.0 0 0 0 0 0 0 0 0 SE/
SW 47.4 93 4408 0 0 0 0 16 758 South
0.0 0 0 0 0 0 0 0 0 Horz
0.0 0 0 0""' 0 0 0 0 0 8
Other doors a 101 14.7 9.9 39 574 388 20 294 199 19 280 189 0 0 0 b
0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c
0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9
Net a 14B 4.6 2.1 1486 6846 3059 143 660 295 0 0 0 94 433 194 exposed
b 13C 3.2 1.2 297 936 347 120 378 140 37 117 43 140 441 164 walls
and c 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 partitions
d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e
0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f
0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10
Ceilings a 16C 1.1 1.4 1971 2081 2732 280 296 388 49 52 68 168 177 233 b
0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c
0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d
0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e
0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f
0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11
Floors a 22A 25.9 0.0 219 5676 0 34 881 0 6 156 0 25 648 0 Note:
room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Perimeter
c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is
displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for
slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors)
f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12
Infiltration a 25.7 1 7.2 346 8897 2502 77 1976 556 19 489 1371 16 412 116 13
Subtotal loss=6+8..+11+12 36349 6584 1092 2703 Less
external heating 0 0 0 0 Less
transfer 0 0 0 14
Duct loss 10° 3635 10° 658 10° 109 100 270 15
Total loss = 13+14 39984 7243 1202 2973 16
Int. gains: People @ 300 5 1500 1 300 0 0 0 0 App.
@ 1200 2 1800 0 0 1 600 0 0 17
Subtot RSH gain=7+8..+12+16 24972 3928 1037 1464 Less
external cooling 0 0 0 0 Less
transfer 0 0 0 0 18
Duct gain 100 2497 100 393 100 104 100 146 19
Total RSH gain=(17+18)"PLF 1.00 27469 1.00 4321 1.00 1141 1.00 1611 20
Air required (cfm) 1200 1200 217 189 36 50 89 70 Printout
certified by ACCA to meet all requirements of Manual J 7th Ed. wrr-
ngjHr -oiFrt Right -Suite ResidentialTM 5.0.58 RSR26014 2001-Nov-13 12:04:34 ACCA
E:1Fileslrnorrison1BR00KWOOD 2-den\1971.rsr Page 1
RIGHT-J WORKSHEET
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: 1971 11/13/01
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
MANUAL J: 7th Ed.
1 Name of room BED 2/BATH MSTR BATH MSTR BED GREAT R
2 Length of exposed wall 12.0 ft 13.0 ft 40.0 ft 36.0 ft
Room dimensions 12.0 x 14.0 ft 13.0 x 18.0 ft 18.0 x 14.0 ft 22.0 x 14.0 ft
43 Ceiings Condit. Option 9.4 ft heat/cool 9.4 ft heat/cool 9.4 ftheat/cool 10.0 ft heat/cool TYPE
OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE
NO. Htg I Clg ft2) Htg I Clg ft2) Htg I Clg ft2) Htg Clg ft2) Htg I Clg 5
Gross a 14B 4.6 2.1 113 122 376 360 Exposed
b 13C 3.2 1.2 0 0 0 0 walls
and c 12C 2.9 1.9 0 0 0 0 partitions
d 0.0 0.0 0 0 0 0 e
0.0 0.0 0 0 0 0 f
0.0 0.0 0 0 0 0 6
Windows and a 1C 37.0 16 591 23 850 55 2033 0 0 glass
doors b 8C 37.0 0 0 0 0 0 0 64 2365 Heating
c 9C 38.7 0 0 0 0 0 0 0 0' d
1 C 37.0 0 0 0 0 0 0 0 0 e
0.0 0 0 0 0 0 0 0 0 f
0.0 0 0 0 0 0 0 0 0 7
Windows and North 29.4 0 0 0 0 0'"• 0 0'"" 0 glass
doors NE/NW 39.4 0 0 0 0 55 2167 64 2522 Cooling
E/W 0.0 0 0 0 0 0 0 0 0 SE/
SW 47.4 16 758 23 1090 0 0 0 0 South
0.0 0 0 0 0 0 0 0'~' 0 Horz
0.0 0""• 0 0 0 0 0 0 0 8
Other doors a 100 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b
0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c
0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9
Net a 14B 4.6 2.1 97 446 199 99 457 204 321 1479 661 296 1364 610 exposed
b 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 walls
and c 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 partitions
d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e
0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f
0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10
Ceilings a 16C 1.1 1.4 168 177 233 234 247 324 252 266 349 308 325 427 b
0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c
0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d
0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e
0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f
0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11
Floors a 22A 25.9 0.0 12 311 0 13 337 0 40 1037 0 36 933 0 Note:
room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter
C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Is
displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for
slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors)
f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 121
Infiltration a 25.7 7.2 16 412 116 23 592 1661 55 1415 398 64 1647 463 13
Subtotal loss=6+8..+11+12 1938 2483 6230 6634 Less
external heating 0 0 0 0 Less
transfer 0 0 0 0 14
Duct loss 100 194 10° 248 100 623 1011 663 15
Total loss = 13+14 2131 2731 6853 7298 16
Int. gains: People @ 300 0 0 0 0 1 300 3 900 Appl.
@ 1200 0 0 0 0 0 0 0 0 17
Subtot RSH gain=7+8..+12+16 1306 1785 3875 4921 Less
external cooling 0 0 0 0 Less
transfer 0 0 0 0 18
Duct gain 100 131 100 179 100 388 10° 492 19
Total RSH gain=(17+18)'PLF 1.00 1437 1.00 1964 1.00 4263 1.00 5413 201
Air required (cfm) 64 63 82 86 206 186 2191 236 Printout
certified by ACCA to meet all requirements of Manual J 7th Ed. C-
wrigF tso•Ft Right -Suite Residential"" 5.0.58 RSR26014 2001-Nov-13 12:04:34 AfaC-
k E:1FIIeslmorrisonOROOKWOOD 2-den11971.rsr Page 2
RIGHT-J WORKSHEET
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: 1971 11/13/01
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
MANUAL J: 7th Ed.
1 Name of room BRKFST KIT DEN
2 Length of exposed wall 10.0 ft 12.0 ft 31.0 ft
Room dimensions 10.0 x 20.0 ft 12.0 x 12.0 ft 14.0 x 12.0 ft
43 Ceiings Condit. Option 10.0 ftheat/cool 10.0 ft heat/cool 9.4 ft i heat/cool TYPE
OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE
NO. Htg Clg ft') Htg Clg UP) Htg I Clg ft') Htg CIg Htg Clg 5
Gross a 14E 4.6 2.1 100 120 291 Exposed
b 13C 3.2 1.2 0 0 0 walls
and c 12C 2.9 1.9 0 0 0 partitions
d 0.0 0.0 0 0 0 e
0.0 0.0 0 0 0 f0.
0 0.0 0 0 0 6
Windows and a 1C 37.0 38 1404 0 0 38 1404 glass
doors b 8C 37.0 w: 0 0 0 0 0 0 Heating
c 9C 38.7 0 0 0 0 0 0 d
1 C 37.0 0 0 0 0 0 0 e
0.0 0 0 0 0 0 0 f
0.0 0 0 0 0'"' 0 0'"' 7
Windows and North 29.4 0 0 0 0 0 0 glass
doors NE/NW 39.4 38 1497 0 0 0 0 Cooling
E/W 0.0 0 0 0 0 0 0 SE/
SW 47.4 0 0 0 0 38 1801 South
0.0 0 0 0 0 0 0 Horz
0.0 0 0 0 0 0 0 8
Other doors a 100 14.7 9.9 0 0 0 0 0 0 0 0 0 b
0.0 0.0 0 0 0 0 0 0 0 0 0 c
0.0 0.0 0 0 0 0 0 0 0 0 0 9
Net a 14B 4.6 2.1 62 286 128 120 553 247 253 1168 522 exposed
b 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 walls
and c 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 partitions
d 0.0 0.0 0 0 0 0 0 0 0 0 0 e
0.0 0.0 0 0 0 0 0 0 0 0 0 f
0.0 0.0 0 0 0 0 0 0 0 0 0 10
Ceilings a 16C 1.1 1.4 200 211 277 144 152 200 168 177 233 b
0.0 0.0 0 0 0 0 0 0 0 0 0 C
0.0 0.0 0 0 0 0 0 0 0 0 0 d
0.0 0.0 0 0 0 0 0 0 0 0 0 e
0.0 0.0 0 0 0 0 0 0 0 0 0 f
0.0 0.0 0 0 0 0 0 0 0 0 0 11
Floors a 22A 25.9 0.0 10 259 0 12 311 0 31 804 0 Note:
room b 0.0 0.0 0 0 0 0 0 0 0 0 0 Perimeter
C 0.0 0.0 0 0 0 0 0 0 0 0 0 is
displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 for
slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 floors)
f 0.0 0.0 0 0 0 0 0 0 0 0 0 12
Infiltration a 125.7 1 7.2 381 978 275 0 0 01 38 978 275 13
Subtotal loss=6+8..+11+12 3138 1016 4531 Less
external heating 0 0 0 Less
transfer 0 0 0 14
Duct loss 100 314 100/1 102 10° 453 15
Total loss = 13+14 3452 1118 4984 16
Int. gains: People @ 300 0 0 0 0 0 0 Appl.
@ 1200 0 0 1 1200 0 0 17
Subtot RSH gain=7+8..+12+16 2177 1647 2831 Less
external cooling 0 0 0 Less
transfer 0 0 0 18
Duct gain 100 218 100 165 100 283 19
Total RSH gain=(17+18)•PLF 1.00 2395 1.00 1811 1.00 3114 1201
Air required (cfm) 104 105 34 79 150 136 Printout
certified by ACCA to meet all requirements of Manual J 7th Ed. wrtgHtsOTt
Right -Suite Residential- 5.0.58 RSR26014 2001-Nov-13 12:04:34 ACCK
E:1FIIesVnorrlson13R00KWOOD 2-den\1971.rsr Page 3
RIGHT-J WINDOW DATA
I
DEL AIR HEATING,AIR CONDITIONING,R Job: 1971 11/13/01
109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 631-2665
W S D W G L S S O N A S O O W C W S
N K I A L O T H V G N H V V H H N H
D Y R L A W R A H L G C R R G T A A
W L Z E M D G Z L O X Y T M R R
DINING/FOY
a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 39.4 38.0 0.0
a n sw a c n 0 n 1 1 90 1.0 10.0 1.0 6.8 76.4 6.8 6.8
a n sw a c n 0 n 1 1 90 1.0 10.0 1.0 3.0 76.4 12.0 12.0
LNDRY
BED 3
a n se a c n 0 d 1 1 90 1.0. 1.0 1.0 5.0 47.4 16.0 0.0
BED 2/BATH
a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 0.0
MSTR BATH
a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 23.0 0.0
MSTR BED
a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0
a n nw a c n 0 d 1 1 90 1.0 23.0 1.0 5.0 39.4 23.0 0.0
GREAT RM
b n ne a c n 0 d 1 1 90 1.0 8.0 1.0 8.0 39.4 64.0 0.0
BRKFST
a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 39.4 38.0 0.0
KIT
DEN
a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 47.4 38.0 0.0
wrightsoft Right -Suite Residential*" 5.0.56 RSR26014 2001-Nov-13 12:04:34
AC ,K E:1FilesVnordson\BROOKWOOD 2-den11971.rsr Page 1
Ssh 25sh
3. oath
to roof
165 GARAGE
1404 roa Cl
Tj I 33 TIN VIIOKV ![40V 1 M
18.13 pm j
22,11 Ild I
I bIotforn ty I
I 2-26sh • _ _ I
IF
I I
ctcle 4i B'•1'0'
Must have a m1nihun clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 Insulation
I
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TRACK DETAIL
FOR 16' :05771-0001 Pn SCALE: t/
tt•
T• 0452e-0003 16'-
0. MAX. •
IDTM-- SERIES 280 THdU
289 ARE EQUIVALENT CCfGTRLCTIC1v 25CA STEEL SCALE: +/18.1 SERIES 180 ARE
SASE C0VSTR•CT/C1N AS SERIES 280 CNN Y 24CA STEEL INTERIOR ELEVATION AAD ETD CAPS
DOOR TESTED WAS
gal SERIES. OPTIONAL WINDOW DETAIL
SCALE:3/32
400650-0004 T/
TOPONLY DOOR
WIDTH
CENTER 511tE
DO S71 LE 1LOLLER N,F ST Slii/TS/SECT. ROLLER YERIICAL I 3AA6 LOAD GAGE o PER FI-
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PM 408680-
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19 PLCSI
401199-0001
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SECTION •A -A' SCALE:
114 I 1
IN1 l
1 DESIGN .•.
17'-0* SHDWI
TEST
LOAD VAX. HE I E
HI AE ' II
15—
4ArAO.
W
wA A
H..ba • sER1Es-6e t t60
77EA3NIS 01/13/95RESISilDRle'-q• WAX rIDTH,ANCII6AD N/ADAVIDFA
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ATTACH TO DOOR WITH
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091
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DAVID FAW 02/19/91 .... 409335 ivt '
wi arlo'rATF 0219/96 .... ]/ :1 .a+ }_ L f
SHIM AS REO'D
SEE NOTES)
INSTALLATION ANCHOR
ONE BY WOOD 3/16' CIA. TAPCON
BUCK BY OTHERS SHOWN
CAULK BETWEEN WINDOW CAULK BETWEEN
FLANGE k MOOD BUCK WOOD BUCK k
MASONRY OPENING
CONCRETE OR BY OTHERS
MASONRY OPENING
BY OTHERS
d
EXTERIOR 1 1/4- MIN.
FINISH EMBEDMENT
BY OTHERS
PERIMETER CAULK
1/4- SHIMBYOTHERS
SPACE MAX
FLANTYPE WINDOWFRAMEHEADER
EXBBl9B
WINDOW
SUCK HEIGHT
II HEIG T NDOW
FRAM BY \ EjleYOTHERS SILL
PERIMETER
BY
OTHERS BUCK
WIDTH 1/
4- SHIM FLANGE
TYPE SPACE MAIL WINDOW
FRAME JAMB
ONE
BY WOOD BUCK
BY OTHERS 1
1/4' MIN. t-
EMBEDMENT SHIM
AS REO'D x (
SEE NOTES) d
I CONCRETE OR
MASONRY OPENING
M
BY OTHERS C `
INSTALLATION ANCHOR
16'
CIA 4
TAPCON SHOWN PERIMETER
CAULK BY
OTHERS CAULK
BETWEEN WOOD
BUCK k WINDOW
WIDTH MAS'Y OPENING BY
OTHERS EXTERIOR
CAULK BETWEEN EXTERIOR WINDOW
FUN FINISH SECTION
2 WOOD
Buoc B7 OTHERS WINDOW
W)
H. A
B C D
E i /
K 2 WINDOW
HGT.
F G Q
H I. Q
CAULK
BETWEEN WINDOW FLANGE k
PRECAST SILL WITH VUUO:M PRECASR
Spy 115 ADHESIVE CAUL( OR BY
OTHERS APPROVED EQUAL SECTION
1 f7NFTH1
Nf1TFS 1)
SHIM AS REO'O. AT EACH WSLALLATION ANCHOR WITH LOAD BEARING SHIM. MAX ALLOWNEE
E SEW STACN TO BE 1/4% 2)
WINDOW FRAME MATERIALALUMINUM ALLOY 6063. USE
LATEX CAULK BEHIND WINDOW FLANGE AT HEAD i JAMBS. Spy MUST BE ATTACKED
TO THE 918STRATE WITH VULKEM 115 ADHESIVE CAULK OR APPROVED EQUAL 4)
APPLICATION OF WLK1M 115 ADHESIVE CAUL( AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'
S RECOMMENDATIONS. 5)
USE LATEX CAW( FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FIANCE 6)
GLASS THICOISS MMY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHNITS. SINGLE
GLAZING IS SHOWN, INSULATING LASS 5 ALSO OUALM. 7)
GENERAL ALULMW S 1440 SERIES SINGLE HUNG 15 SHOWN. THIS PRINT ALSO APPLES TO THE
1540 INSULATING LASS SINGLE HUNG SERIES. 1-
r1 ELEVATION
VIEWED
FROM EXTERIOR A
C(
E/,I,TRJ,`L/v•
F
LIIJ-I;LM}k fl•+O.aF. a4l bUO
Ut ACt U!<TER 1 1la. GJWERaL
AL Vt4ln)VL M
A CTRR PU .F. $ ': COMPARATIVE
ANALY9 ON CHART CALL
WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE
INCHES CAPACITY IN PSF LOCATIONS SIZE
WIDTH/HOGfT EXIEIOOR INTERIOR HEAD JAMes 12
is In x 26 ss m t]
a 1n x >• ]n FG
5976
7a 14+
4 is 14+
5 is vox 55 IN 52 52 B F,6 15
Is ,n x 6] 45 45 B F,G Is
Is , x 72 40 40 F G t
1/7 , e IH]
2a 1n X ]a yx 51 51 a F.G 11N
26 1/2 x 50 RA M M B F,G I
M444 21 1/2 x 54 In 42 42 B F,G I
HNS 26 to x S5 .n 41 41 B F,G INS
26 1n x aR w w a F., s ,
7 40 r a 30
t/2 , 2a B G 300
30 1n x 36 aA u u B F.G 3OX4
30 In x s0 NN w 40 a F.0 3ox4+
4 30 +n x 54 .n w 40 B F,G Ox4+
5 30 to X 55 *A w w B f,G 301L1
30 1/2 x u w w B F.G w
FCHI 22 ,
1 a 23
37 x ]a 2n w w a F.G 24
37 x 50 .n w w B F,G 24+
4 37 x 54 M w 40 B F.c 24r5
37 X 55 qA w w B F,G 25
37 x 63 w 40 a F.G,HJ 29 ]
7 x 72 w 4026
x 6 al 11 r,G ABU
48 x 3a 2n 40 w B F.G 4a5o
48 x 30 5n w w a F,G 4a4F4
4e x 54 .n w w B F,GJHJ 4a4+
5 b x 55 SA w 40 B F.C,HU 4667
4a x N w 40 B F,C.HJ 32
1n x 2 45 45 B F,G 33
53 ,n x ]s xn w w B r.G 34
53 1/. x 50 I1n w 40 a F,WLI 34+
4 53 In x 54 SA w w B F.GJu sT
xis I1n w w B F G.IU 4.s +n 35
5] In x s] w w B F,G.Iu s
53 , x 72 w w e F I 1))
WW1EREWATER RESISTANCE TEST REOUREMENT OF 13X OF OCSCN LOAD APPLES, POSMVE OESOr LOADS
WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 2)
INSTALLATION. FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPINING USE 3/15' CIA TA OON ANCHORS
OF SUFFICIENT LENGTH TO PROVIDE MILT. 1-1/4' EMBEDUIXT INTO SUBSTRATE AT LOCATIONS SHOWN
ON CHART. SEE
ELEVATION FOR KEY TO TAPOON LDCATKXNS 4
INSTALL //pp SCEWS OF SUM LCNGTH TO PROWDE 3/4- MIN. EMBEDMENT INTO WOOD BUCK AT O7HER (
ACTOR) APPLIED INSTALLA710N M4Er.. 5)
IF EXACT WINDOW SZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR O ANTITY LISTED FATH NM LARGER
SSE. FOR THE APPROPRIATE DESIGN PRM ERE REOD. tm1
t. Cr.d7 Rd • Can1Ya It 75M • pA a42 S1Sm2.616s. it 753p1 TtAA,
4No ®vmi ASSEMBLY
DRAWING s SERIES
1440/1540 ME. SINGLE HUNG WINDOW TMAW1., —.
1 Ku , l"
VIM .Y:.I T IEOOIOLO T CO". 230 IWMXNATON M. SIZE 7+0. NGI - ROTC. 377" F1101Q 407 .OS-61.: 4.
s +n 35
5] In x s] w w B F,G.Iu s
53 , x 72 w w e F I 1))
WW1ERE WATER RESISTANCE TEST REOUREMENT OF 13X OF OCSCN LOAD APPLES, POSMVE OESOr LOADS
WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 2)
INSTALLATION. FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPINING USE 3/15' CIA TA OON ANCHORS
OF SUFFICIENT LENGTH TO PROVIDE MILT. 1-1/4' EMBEDUIXT INTO SUBSTRATE AT LOCATIONS SHOWN
ON CHART. SEE
ELEVATION FOR KEY TO TAPOON LDCATKXNS 4
INSTALL //pp SCEWS OF SUM LCNGTH TO PROWDE 3/4- MIN. EMBEDMENT INTO WOOD BUCK AT O7HER (
ACTOR) APPLIED INSTALLA710N M4Er.. 5)
IF EXACT WINDOW SZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR O ANTITY LISTED FATH NM LARGER
SSE. FOR THE APPROPRIATE DESIGN PRM ERE REOD. tm1
t. Cr.d7 Rd • Can1Ya It 75M • pA a42 S1Sm2.616s. it 753p1 TtAA,
4No ®vmi ASSEMBLY
DRAWING s SERIES
1440/1540 ME. SINGLE HUNG WINDOW TMAW1., —.
1 Ku , l"
VIM .Y:.I T IEOOIOLO T CO". 230 IWMXNATON M. SIZE 7+0. NGI - ROTC. 377" F1101Q 407 .OS-61.: l"VIM .Y:.I T IEOOIOLO T CO". 230 IWMXNATON M. SIZE 7+0. NGI - ROTC. 377" F1101Q 407 .OS-61.:
CAULK BETWEEN w000
BUCK • ..SCWR1
OPENING BY OTHERS
ONE BY W000 —
BLCK B1 OINERS
CAULK BETWEENDOWFLANGE
6 WOOD BUCK
STUCCO)
BY OTHERS
r PERIMETER CAULK
BY OTHERS
RAZING
MNDOWHEIGHT EXTERIOR
i
i
PERIMETER CAULK
By OTHERS
INSTALLATION ANCHCR
WSI
3/16- DIA TAPCON
BUCK WIDTH l. SHM SPACE CSONCRE
TE OR SONR1
OPENING SHIM
AS REO'D SEE
NOTES) I
CMBCDuCNi BYOTHERS
I SAS
RE SCC NOTES)
FLANGE TYPE
W,. WINDOW
FRAM( Me d
CAULK
BETWEEN
WOWSUCK a
Q QPCNING
BY OTHERS
Q A
ZING AT10N ANCHOR
Q MIN
ALl EMBEDMEN7
3/
16 DIA TAPCON 11 7:/\ ONE
BT
WOOD SHIY SPACE
Br OiHCRS ECAULK BETWEEN
PERIMETERM DOW
FLANGE BYOTHERSWOODBUCK
OR MRETE
ASOOR ASONRrOPENINGFLANGE
TYPE
BrOINERS WINDOW
FRAME
3TUCCO GV7—
COMPARATIVE
ANALYSIS &
TAPCON ANCHOR LOCATION CHART WINDOW DESIGN
PRESSURE TAPCON ANCHOR SIZE INCHES
CAPACITY IN PSF LOCATIONS WIOTH/HL10NT
E.IERIOR INTEFIOR7AI AMBS
12
1
EO 0 SpD.E r.G t2 1
71 0 506D. Nr.G 6 i
16 10 69 Hi
ZN 1{ 0 55 r.
G 2+ AN2.30
0 0 ASr.c2. x
3610ADr,G 2. 1 •
p 0 0D.ErG111IA.0 AOD[r.G 1, x
77 0 0 B 0,E.r.c 32 x
Ap AJ B 0.1 r.G 36 1
0 0 B0 C.r,G A 36p
40 0 0 BO.E.F.G i 71
B DEr,c 6 p
121 0 0 OA B O.Er.G AB ..B
0 0 A.B D.E,r.c 11 1
60 ND A,B DE.F.G 6. 1
24 0 0 40a r,c 72 1
39 40 AO A.B F c 71 x
60 0 0 A.B OEr•c 73 x
16 1 .0 1 AO 1 A.B HEADER BY
OTHERS CENTRAL FLORIDA B.O.A.F. BUCK WINDOW
MANUFACTURER NAM: HEIGHT WTHRANGETYPE
mDOW FRAME
Su GGjJC-
Rp,
1_ AL Jrn, NUIJ A C
1j rrNERu NOTES•
MASTER FILE # 1) SHIM
AS REO'D AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM MA AVOWABLE r D
E SHIM STACK
10 BE 1/4' 2) WINDOW
FRAME MATERIAL: ALUMINUM ALLOY 6063 I ; 3)
USE LAIEx CAULK BEHIND WINDOW, FLANGE AT HEAD @ JAMBS SILL MUST BE ATTACHED TO THE SUBSTRATE
WITH vULXEM 116 ADHESIVE CAULK OR APPROVED EQUAL. APPLICATION OF
VLATLIM 116 ADHESIVE CAULK A7 FRAME SILL MUST COMPLY WITH SEALANT 2 ANUFACIURER'
S RECOMMENDATIONS. 5) USE
LATEx CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) GLASS
THICKNESS MAY vARY PER THE REOVIREMENTS OF AST. E1500 GLASS CHARTS. 7) WHERE
WATER RESISTANCE TEST REOUIRi.EN7 OF 15% OF DE S.C. LOAD APPLIES. PO4RvE DESIGN WINDOW LOADS
WILL BE LIMITED 10 •00 PSF DUE TO WATER TEST PRESSURE OF 60 PSF ACHEvEO IN TEST H / ! E)
INSIALLATION' FLANGE FRAME wNOOw IN CONCRETE OR MASONRY OPENING USE 3/16- DIA HGT. I
TAPCON ANCHORS OF SUFFICIENT LENGTH TO PROVIDE um 1-1/.' EMBEDMENT INTO SUBSTRATE AT LOCATIONS
SHOWN ON CHART. 9) SEE
ELEVATION FOR KEY 10 TAPCON LOCATIONS 10) INSIALL /
e SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4- MIN EMBEDMENT IN70 WOOD BUCK Ai ALL
OTHER FAC TORT APPLIED INSIALLATION HOLES IF FACTORY APPLIED NC_ES ARE NOT PRESE'.T. Fp SCREWS
SHOULD BE PLACED A7 MAl1 6- FROM CORNERS & MA. 24" OC 11) IF
Ex.C7 WINDo. SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR ,,IY,,ANTI"' LISTED MTH NC.7
LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'O 12) GENERAL
1450 SERIFS PICTURE MNDOW IS SHOWN THIS PRINT ALSO APPLIES 1: UIE 1550 SEFIES G MARBLE
SIt1
STOOL 81 OTHERS
PRE -CAST
SILL CAULK BETWEEN MNDOW FL ANCE BY OTHERS
6 PRECAST SILL MIN MAKE. 116 ADHESIVE
CAULK OR APPROVED EOUAL
SECTION 1
1-.Wi
ELEVATION VIEWED
FROM
EXTERIOR DATE Il
u E u516• IEDI tr.
GDslq ed.• CNINr11QNII, n f5006 •1.Q Mt E1l0f7 • odor. 1 73371 PAiD Rlteit.
i• INSTALLATION [_TAIL
SERIES 1450/
1550 F_ANCE PW MAMA • U+
D .• YAII 1313 N/
A r•• • C0.
P
DAIS Lt .MTA
I r
SHEATHING
BY OTHERS
B WSIALA71ON ANCHOR ,
SCREW SHOW (TYP )
FINISH
EXTERIOR
BY OTHERS
PERIMETER CAULK
BY OTHERS
1
F
FIN TYPE wINDOrW
FRAME HEADER
EXTERIOR
1
FW TYPE-
MNDOW
FRAME SILL
PERIMETER CAULK
BY OTHERS
CAULK BETWEEN FIN SHIM AS R[O'D.
dt SKATING
SEE NOTES)
1- MIN
CMBEDMENI
I—
FIN TYPE
WINDFRAME OWJAMB
I
BYxoTTHHE 5 I II/ M (
SEE
NOTES) SILL
STOOL BY
OTHERS 6
SCREW INSTALATION
IIII ANORSHOWNEx.
OR FINISH
1 MW BY
OTHERS EMBEDMENT SHEATHING
SECTION ) BY
OTHERS 6
INSTALA71d1 ANCHOR SCREW SHOW!(TYP.) 2 x
w0pp BY OTHERS
CAULY 'ETW'
EEN SHE @
FIN 6Y 0•. -.
15 I' MIN.
EMBEDMENT SHEATHING
BY
OTHER$
WINDOW MDIN
EXTERIOR FINISH BY OTHERS
EXTER10 PERIMETER
CAULK
BY OTHERS
WINDOW SECTION
2 HEIGHT WINDOW
WTH.
AANCHOR(TIP )
O- O
O 0 O 7
0
2 0 I2."
O
C. MAX (7YP )
0 0
WINDOW -F—
EOUALLY SPACE ANCHORS (TYP.)
HGT. O
o 0 / 0
SHIM AS
REO'D Ic SCE NOTES)
1 0 0 ol 0 0 6(IYP ) 2 X
WOOD BY OTHERS
L 6' MAX. (TYP) CAULK BETWEEN
WINDOW rim
SHEATHING ELEVATION
VIEWED FROM
EXTERIOR 1 Q
3 MANUFACTURER t3AIPH:
TpRe/ /4L2r(,
NUM MASTER FELE # -
3 COMPARATIVE ANALYSIS
4 ANCHOR CHART WINDOW DESIGN
PRESSURE NO OF /6 SCREWS NO OF 0090 DIA. NAILS S12E (INCHES)
CAPACITY W PSF REO'D. W FRAME REO'D W FRAME ND1H/HEIGHT
EXTERIOR INTERIOR HEAD SILL 0-CA. IAMB HEAD I SILL O [A JAMB 16 A
30 109 109 2 7 2 1 7 16 . .0
63 63 2 2 3 1 1 3 16 A
50 63 63 2 2 3 2 2 3 7 20 ]
0
66 66 7 2 2 7 10 0
73 73 2 7 7 7 10 X
50 59 59 2 2 3 2 7 F 2
2 2 26 . 30
7 26 A .
o 52 52 2 2 3 2 2 3 16 X
50 6 6 2 2 3 7 7 7 30X
30 52 7 2 7 2 7 30 . .0
2 1 91 2 3 2 2 3 30 A
50 A 1 1 3 2 2 2 2
1 2 36 1
30 11 1 3 2 36 a .
0 o 0 3 3 3 3 3 3 D . 50
0 0 3 3 3 3 3 3 3
3 3 5 10 1
30 0 2 o . 40
0 0 o 33 3 3 3 3 o A
50 0 0 3 3 3 3 3 3
3 5 I) SHIM
AS RCO-D. ADJ CENT 70 EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM MAX. ALLOWABLE SHIM
STACK 70 BE 1/4. 2) MMDOW
FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE
LATEX CAULK BEHIND WNDOW FN Al HEAD. SILL Q JAMBS USE LATEX
CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) CLASS
THICKNESS MAY VARY PER THE RE0InREMEN7S OF AST E13W GLASS CHARTS SINGLE GLAZING IS
SHOWN. INSULATING CLASS IS ALSO ALIfIED. HE 5)
WREWATERRESISTANCE TEST REOuIRE.IENT OF 15% OF DESIGN LOAD APPTIES. POSITIVE DESIGN LOADS MLL
BE LIMITED 10 100 PSF DUE 10 WATER TEST PRESSURE OF 60 PSF ACH¢VCD N TEST. 7) INSI.
LL.I.ON. FIN FRAME MNDDW IN WOOD FRAME OPENING NTH Two BY WOOS STUDS. USING 0,090
IN DA NAILS OR /6 SCREWS OF SUrFICIENI LENGTH TO PROVIDE MN 1' EMBEDMENT INTO SUBSTRATE. 6)
IF
EXACT WNDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR DJAN71TY LISTED MTN NEAT LARGER
9ZE 9) GENERAL
ALUMRIIAIS 1140 SERIES SINGLE HUNG IS SHOWN. TMS PRNT ALSO APPLIES TO THE 1940 WSULATING GLASS
SINGLE HUNG SERIES 1cot U
cmty id. • F.HIImn li TSOW • RD IA. t1S072 • Dt.% TL 75)ti P.•L
RM:Ir•P ASSEMBLY DRAWING
SERIES IIAO/
1940 TDL SINGLE HUNG WINDOW BB NIA
S•M
R(vsa EGN Eno 111/05/OT B RGEN-0013
SHEATHING —
IT DIMERS
CAULK BEHIND FIN —
CXTERIORFINISH
1, OTTERS
PCRIHETCR CAULK,
1* OTTERS
FIN TYPE J
WINDOW FRANC
nE.DER
GLAZINGSEENOTES)
1 EXTERIOR
i
rIN TTPC VINDDV l
rRAME SILL 1
PERIMETER CAULK
1, OTHERS /
E.IERIOR J
FINISH
1, 07KRS
CAULK BEHIND FIN
SHC.INING
IT Ot HERS
I' S. VIn00v viDlw C I/4 wX
C MRC DN[NI
II
Snln SPACE
2 1 11 WOOD
IT OTHERS SHIM AS RED D. p X v001
Br OINCRS
rlM irP[ vIN00V _
IS INSTALLATION rR.MC
ANC HOG. SCREW I•
GL•IITN,
1' MIN
IIISHIM
AS RCO'0
tSCC 1'oICS,
CnBC OMENS
MIN .
CM IC DnENi
SECTION !
MIn .1 MAT, 1 SSP•[C ; VINDDV
HEIGHT2
IAA. 0 TP.) i—
VlnOpv
HEIGHTSILL
11011L 21
o1HERS SHIM
AS RCO'D L
SHIM
SPACE I
INSTALLATION ANCHOR
SCREW 2
z WOOD Ir
OTHERS EXTERIOR
PCR1-
ETCR CAUL. J IY
OTTERS XB
INSIALL HEINC.
SCRCV[VCOMPARATIVE
ANALYSIS & ANCHOR CHART v
N W DCSIGN
PRESSURE NO or •8 SCREWS NO Or0.059 DIA NAILS S
INCHES) CAPACITY IN PSr RCOUIRCD IN rRAIE RCOUIRED IN FRANC VIDIM/
NEIGHT EXTERIOR INTERIOR HEAD L SILL I EA JAMB HEAD L SILL B CA JAMS 20 .
00 40 40 2 2 2 2 20
t .0 0 0 2 7 2 2 20
1 50 40 0 2 2 20
60 2
70 .
70 o 0 2 70 .
0 0 0 2 O 2 D 70
a 50 40 0 2 7 2 1 0
60 1 •0 2 2 40
X 0 0 2 o
X .o o 0 7 7 D 7 0
X 50 0 0 7 7 D 0
X 7 7 5 50
00 0 0 2 50 •
0 0 11 7 50 .
50 10 0 7 O 50 .
60 0 0 7 35 0
EXTERIOR
FINISHCAULK BEHIND rl. BY
OTTERS LENT 1I 1f,e LTRAFL®PMA B. 0. A F. SECTION2SHEATHINGIT
OTHERS MANUFACTURER NAME; CEdEddL
Al fj1lfN(/// WINDOW
WIDTH MASTER FILE # o
0 NOTES 1)
WHERE vTCR RCSISIANE TEST RCOUIREMCN7 Or 15Z Or DESIGN LOAD APPLIES. POSIT
VC DESIGN LOADS VILL BE LIMITED TO .00 PSr DUE TO WATER TEST o
PRESSURE
TEST. 21
INSTALLATION FIN FRAM[ WINDOW IN WOOD FRANC OPENING WITH TWO By WOOD PSr
ACNIf vSU
STUDSUSINGRBSCREWSOFSurfICICNI LENGTH 10 PROVIDE MIN I• EMBEDMENT USING8SUFFICIENTINTO
SUBSTRATE OR D099 IN CIA NAILS. 7)
IF ENACT vINDOv SIZE IS N01 LISTED IN ANCHOR CHART. USE OUANTI7r LISTED 0
2 ELT
LARGER SHIM
AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING Skim COUALLI
SPACE AI[
HORS tTrP.l M
II MAX.HAK. ALLOWABLE SHIM STACK TO IC 1/4'. 5)
VINDDV FRANC MATERIAL • UMINRT ALLOT 6067 6)
uS[ LATEX CAULK REMIND WINDOW FIN AT HEAD. STLL L JAMBS 71
USE LATEI CAULK FOR PERIKiCR SCAL AROUND EXTERIOR Or WINDOW FLANGE B,
GLASS 1NICKNCSI MAY VARY PER RCOUIREMCNTS Or AS TM C170D CLASS CHARTS SINGLE
GLAZING IS SHOWN. INSULATING GLASS ALSO OUALVICD 9)
GLNCRAL AL UMINUMS 1100 SERIES PICTURE WINDOW IS SHOWN THIS PRINT ALSO AM
ICS 10 1900 SCRICS PICTURE WINDOW. 6'
MA.. (7,P) 00
0 0 0 6•
MAX. (TYP.) ELEVATION
VIEWED
FROM EY.TERIOR T#
CAULK ICIWEEN-
v00D TUCK a
MASONRY 0 CHING
tT OTHERS
CAULK IETVCCN WINDOW
fLAMG[ a WOOD TUCK
MONCRCIE ORSONRTOPCMIMG
Ir OTHERS
41
Cx TERIOR rimism -
BY OTHERS
PERIMETER CAULK•
IT 01HERS
rLANGE TYPE -
VInDOv rRAMC
NEADER
VINDOV Ea7CRIOi
HEIGHT
LANCE T"PC -
vINDOv rRAME
SILL
PERIMETER CAULK
IT OTHERS
EITCRIR FINISH
t* OTHERS
CAULK lElVCEN VINDOV
f LANGE L WOOD BUCK
CONCRETE ORSOUPOPENING
IT OTHERS
CAULK B[IVEEM WOOD BUCK t
MA SORT OPENING tY O7HCRS
O2 I. WOOD
WE !r OTHERS
INSIALLAIION ANCHOR
M601A IAPCON SHIN
AS IT 0'D Is[
E NDu$) d
1-V.' NIM ENIEDMENi
11.'
MANE SHIM
SPA[[ T
GLAIIN;
OTr. SCE )
DIES) STICK
HEIGHTAS
REO'D No
CST IrN
vODD 1/.'
lux a7E—
SHIM
SPACE a
I
1-
1/4' MIN -+ MICDHCNI
INSTALLATION
ANCHOR 3/
16' DIA IAPCON SECTION
I noiEs
1) SHIM AS RCO"D AT EACH WSIALLATION ANCHOR USING LOAD SEARING SMA Tux. ALLONADLE
SHIM STACK TO DC H/.-. 2)
MNOOM rRAlfE MATCRIµ- ALUMINUM ALLOY 6063. 3)
USE LATEx CAULK EEMRND ATMDOr FLANGE AT HEAD. SfLL t JAM[!S A)
USE LATEx CAULK TOP PCRIMETEP SEAL AROUND Ex7ERIOR Or rHNDC•L. rLAMOE. 5)
GLASS TnHCKNESS MAT VARY PER Tn[ KEOURENCNTS Or ASTM E13W GLASS CHARTS. 61
DCSILM PRESSURE CAPACITY Or WINDOV L INSTALLATION IS LIMITED It 100 PSr. 7)
rOR INSTALLATION Or rLmG[ rRAME VINDOVS IN CONCRETE OR MASOr41 OPENING. USE 3/
16' DIA 1APCOM TTP[ ANCHORS Or SurrICIENI LEND IM TO PROVIDE MIN I-1/,' EMIEOIEMT
INTO SUISIRATE PLACE ANCHORS 6' MAx rRON CORNERS L 24' OC. MA.. DETWECM
t)
IUILD OOVN AROUND CURVED PORIION Or WINOOv rRAME TO IE ENGINEERED By OTHERS MILD
DOVM MUST IC Or SUFfIC1EN7 SIRENCTM TO ADCOUATELY IRANS--ER LOAD rROM v
IMDOV TO THE STRUCTURE. 9)
ELEVATIONS SHOW COMMON CONr IGURATIOMS IT IS NOT INTENDED TO LI-11 USE Q THIS PRODUCT
TO THESE TVO COQIGU2AJIOMS. THIS SKE7 APPLIES TO ALL CORIGURATIONS TMAi
CAM IC MANUFACTURED rRON THE 1.50,1550 SERIES DESIGNER rIHEO WINDOW FRAMING
SYS7EM CENTRAL
FLORMA B.O.A—F. MANUFACTURER
NAM: C677/
E19&} Al UNlIVUH e
MASTER
ME # WIIJDOW
1
1 HEIGHT 2
t
I
WINDOW
WIDTH , ELEVATION
VIEWED
FROM EXTERIOR jy
I I
n7_
7i R- RA`= SHIn
SPACE SHIM
AS RED D ISLE
NOT CSI [N3E DnCNT r
L-GE 1.PC — CAULK .1v[EN WIMDO.
rRAE VmD R)CK L Jwt
HAS'. OPENING G
IT 07MCRS WINDOW
HEIGHT
faA[
RNG NTtt t_ I.STALLATION ANCHOR SE[
KDI[S) A
3/16' DIA IAPCON ONE
IY VODD PERIMETER
CAULK MK IT OTHERS IY
OTHERS EXTERIOR
fIMISH CAULK
BCTvE Cn ITT01KRS
vNINIIOv
rLANrl OED
MK VUCON
VID1K —.-I CONCRETE OR MASOIRT
OPENING SECTION
2 By
OTHERS I --
J WINDOW
WIDTH ELEVATION
VIEWED
FROM EXTERIOR IMI
V. CHroy Id.•CWdbT. n 7SM-P.D. VH 615022•DA.. n 75111 INSTALLATION
DRAWING ONE BY BUCK SERIES
1450/1550 DESIGNER PICTURE WINDO: BB
N/A n
r+[ M GEvr[.
a+
EcN _
3/20102 B N-0025
SHE A:HINC
BY CT. IR'
CAULK B
EXTERIOR F
BY OTHERS
PERKYE TER
CAULKBYOTHERS
FIN TYPEFRAMEHE
GLAZING (I.. .,
SEE NOTES
LAJLWM
FN TYPE FRAME SILL
PER IAETCR CAULK J
Br OTHERS /
FB AST ALL -no. J
ANCHOR SCREW (TYP.)
EAtCR•OR FINISH J
BY OTHERS
CALK SEHNO FIN -
SHEATHING
BY OTHERS
SECTION 1
NSTALLAT10N
HOR SCREW ( TYP )
SHIN AT REOD.
SEE NOTES
1/A' MAX,
r SHIM SPACE
1
WIDOWHEIGHT
i
I/•' MAX.
SHIM SPACE
SHILL AS ROOD
SEE NOTES
1" MIN, 1 A I.-
1 BY OTHERS
NL11 0ESIGN PRESSURE CAPACITY OF WINDOW • INSTALLATION IS 100 PST
1) INSTALLATION 0< FW FRAME WINDOW IN WOOD FRAME OPENING WITH Two
BY W000 STUDS. USING OC99 IN 01A NAILS PLACE 099 HAILS V FROM
CORNERS A. t B' OC MAX BETWEEN
3) OR INSIALLATON OF FW FRANC WINDOW; WOOD FRAME OPENING WITH
trIO Br W000 STlICS. uSNG /B SCREWSOF SUFFICIENT LENGTH TO
PROWRDC WN I INEMBEOMEMY INTO SUBSTRATE PLACE SCREWS V MAX
FROM CORNERS 1K 11' CC WAX, BETWEEN
SHIN AS REO'0 AD:ACE%T 10 EACH INSTALLATION ANCHOR WITH LOAD
BEARING SH IM MAX. ALLOWABLE SHIM STACK TO BE I/A'.
MNDOW FRAYE MATERIAL ALUMINUM ALLOT 6063
6) USE LATCX CAULK BEHWC WINDOW FIN AT HEAD. SILL & JAMBS.
T) USE LATER CAULK FOR i RIMETER SEAb AROUND EXTERIOR OF
WINDOW FLANGE.
B) WSS THICKNESS MAY VARY PER THE REOUIREMENTS OF AST- E1300
CLASS CHARTS
9) BUILD DOWN AROUND CURvED PORTION OF MNDOw FRAME 10 BE
ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFIEIENI
STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE
STRUCTURE.
10) ELEVATIONS SHOW COMMON CONFIGURATIONS. R 5 HOT INTENDED TO
LIMIT USE OF THIS PRODUCT TO THESE TWO CO.FICURAIONS THIS
SHEET APPLIES TO ALL CONFCURATIONS TART CAN BE MANUFACTURED
FROM THE 1100/1900 SCRIES DESIGNER FIXED PICTURE MMOCW
FRAMING SYSTEM.
CENTRAL. FLORIDA B.O.A.F.
MANUFACTURER NAME:
A / E A-1 liM //Ll I lA4
MASTER FILE # Z
i WINDOW WIDTH
VNO0HW
V I1
CICMT
2 0O
i'-
Aw'
ELEVATION
VIEWED FROM
EXTERIOR
I/. u SIT
HW SPACE Two
BY FRAMING
SNIP •5 RCO'
0 81 OtHERS Ff. IEPE FRAME
JAMB 1YINEMBEDMENTT
I SKATING
BTU
OTHERS
GLAZING (
TYP )
CAULK BEHIND
FIN SEC NOTES EXTERIOR FINISH
BY OTHERS
FB .NSIALLATION ANCHOR SCREW (
TIP) WIDOW
wQ TH PERIMETER
CAULKBYOTHERS
SECTION 2
WINDOW WIDTH
I O
O' WINDOW
O // HEIGHT 2
1 _w'
T
ELEVATION
VIEWED FROM EXTERIOR
CAULK BETWEEN Wood
BUCK t MASONRY
OPENING BY OTHERS
ONE BY WOOD
BUCK B, OTNER
BETWEEN NDOw
FLAANNGE & WODD BUCK
CONCRETE OR
MASONRY OPENING
B, OTHER
EXTERWR r"SN
6Y OTHER /
PEPouEIER CAULK —
BY OTHER
FLANGE TYPE
HEADERFRAME
OWMT EXTERIOR
FLAMM TYPE
SILL (RAMCWIN
PERIMETER CAULK
BY OTHER
w51All•TKW ANCHOR
3/16' OIA TAPCON
SHIM AS R[O'D
SEE NOTES)
1/i SMIM
SPACE MAX
BUCKHEIGHT
ONE BY W0D
EUCx BY OTHER
WIDTH ..{
Eu8O'D.
FLANGE TYPE '/.'
sNIM sMOR As RCOTJ.
WINDOW FRAME SPACE MAII SEE NOTES)
JAMB Q
CONCRETE OR
MASONRY OPENING
BY OTHER
INSTALLADON ANCHOR
5/16' DIA TAPCON
PERIMETER CAULK Q
e, 0,MERs CAULK lC7WLEN
WIN00w WID7N i
WOOD BUCK 6
MASONRY OPENING
BY OTHERS
EXTERIOR
CAULK BETWEEN
MmDOW rL—
FEXTERIORMTIOTHER
WOOD•BUCK
SECTION 2
ANCHOR (TYP.)
JH K
WINDOW
HEIGHT
PRE UST SILL
Q a
LBYOTHEPSCAULKBETWEENWINDOWFLANGE
PRE CAST SELL MTN LIAKEM
SECTION 1 116 ADHESIVE CAULK OR SCHHEE
uORENEAD 85W ADHESIVE SEALANT
NOTES
1) SHIM AS REDD. AT EACH INSTALLATION ANCHOR MTN 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 MEAD AND JAMBS.SRL MUST BE
ATTACHEO 70 THE SUBSTRATE MTN VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL
APPLICATION OF WLKIM 116 ADHESIVE CAULK OR SCNEE-MOREMEAD e500 AOMESIVE CAULK
AT FRAME SELL MUST COMPLY MIN SEALANT MANUFACTURER'S RECOMMENDATION
5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE
6) CLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHART
SINGLE CLASS IS SHOWN, INSULATING GLASS IS ALSO OUALIFIED.
7) GENERAL ALUMINUM'S 1480 SERIES MODIFIED SLIDER IS SHOWN. THIS PRINT ALSO APPLIES TO
THE 1S50 SERIES MODIFIED SLIDER INSULATING CLASS
B) DRAWING APPLIES 10 INSTALLATION OF FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE
Y ll' ALOCItIAPCO SNONONNCRAOF SUFFICIENI LENGTH TO PROWDE um 1-1/4 EMBEDMENT INTO SUBSTRATE B)
SEE ELEVATIONS FOR KEY TO 7APCON LOCATIONS 10)
INSTALL F5 SCREWS R wrrlCLENI LENGTH TO PROADE 3/4' MIN EMBEDMENT INTO WOOD BUCK AT ALL FACTORY
APPLIED WSIALLAIION HOLES WNERE 1APCONS ARE REO'D. 11)
IF EXACT WINDOW SIZE IS NOT USI[D N ANCHOR CHART, USE ANCNOR OUANTIIY LISTED -IH NEXT LARGER
SIZE. ELEVATION
VIEWED
FROM EXTERIOR COMPARATIVE
ANALYSIS & TAPCON ANCHOR LOCATION CHART WINDOW
SIZES DESIGN PRESSURE TAPCON ANCHOR LOCATION INCHES
CAPACITY IN PSF REO'D. IN FRAME IMDTH/
HEIGHT EXTERIOR INTERIOR- HEAD JAMBS 24
x 12 40 110 H,K A,G 24
x 24 40 67 H,K A,G 24
x 36 40 45 H,K A,G 24
x 48 40 40 H,K A,G 36
x 12 40 85 H.K A.G 36
x 24 40 45 H,K A,G 36
x 36 40 40 H,K A,G 36
x 42 40 40 H,K A,G 36
x 48 40 40 H.K A,G 36
x 55 1 40 40 H.K A,B.F.G 48
x 12 40 77 H,K A,G 48
x 24 40 40 H.K A,G 48
x 36 40 40 H,K A,G 48
x 42 40 40 H,K A,G 48
x 48 40 40 H,K A,G 48
x 55 40 40 H,K A,B.F,G 60
It 12 40 73 H,K A,G 60
x 24 40 40 H,K A,G 60
x 36 40 40 H,K A,G 60
x 42 40 40 H,K A,G 60
x 48 40 40 H,K A,B.F,G 60
x 55 40 40 H,K A,B.F,G 72
It 12 40 70 H,K A,G 72
x 24 40 40 H,K A,G 72
x 36 40 40 H.K A,G 72
x 42 40 40 H,K A.B,F,G 72
x 48 40 40 H,K A,B.F.G 72
x 55 40 40 H,K B.C.D.F,G CENTRAL
FLORMA B. O. A. F. MANUFACTURER
NAME: g
e i R.4L A"/r/r KV= MASTER
FILE # R o•
r[ 3/
20/02 WH ... .+•
r,. r. M.[.• +flu .yV I4+f if-LNf
SHEATHING CAULK BETWEEN FIN
Br OTHER &
SHEA',NG
1 MIN
5 SCREW :NSTALATION 'j EMBEDMENT
ANCHCR (TYP.)
2 x FRAMING
EX TERICR FINISH E- OTHERS
BY OTHERS
FERIVETE; CAULK 1/4' MAX.
BY OTHES ISH. SPACE
FIV TT=E
WNDC•I $r11Y AS REO•DFRAMEHEADER
SEE NOTES)
WINDOW
HEIGHT
CUTERICIR
rw TYPE
II II RA Ew Y.L%
SILL STOOL
BY OTHER
r SHEATHING 2 X FRAMING.
11
B) OTHER By OTHERS
1 4- MAX= 1 CAULK BETWEEN
5 55 / _
SHEATHING & FIN
SEE N TEfj D SHIM SPACE By OTHERS
FIN TYPE 1'Yw,
WINDOW FRAME
JAMB ~'
EMBEDMENT
r
C SCREW
INSTALATION
ANCHOR (TYP.)
WINDOW WIDTH EXTERIOR FINISH
BY OTHERS
EXTERIO PERIMETER CAULK
BY OTHERS
SECTION 2
6-MAX.(TYP) -
EQUALLY SPACE
ANCHORS I I
O HEAD. SILL. -^TIQJAMBS)S)
PERIMETER CAULK
1
1/a- MAX. FBYOTHERSHIMSPACE
SHIM AS REO'D
8 SCREW SEE NOTES)
IN$TALA TION WINDOW
ANC -OR (TIP) HEIGHT
2 X FRAMING
BY OTHERS
XIS- ORFVIS- BY D--IERS CAULK BETWEEN
WINDOW FIN Q
SHEA JNG SHEATHING
3Y C-HER I' MIN.
EMBEDMENT
SECTION 1
cE•.Ea__ NOTES
1) S- V AS RE-'O ADJACENT TO EACH WSTALLA-10% ANCHOR NTH LOAD
BE.RWG SHIM MAX ALLOWABLE SHIM STAG TO CE 1/4•,
2) W:•DOW FRAME MATERIAL ALLOT 6063
3) USE LATEX CAULK BEHIND NNOOw FIN AT HEAD .SILL @ JAMBS.
a) USE LATEX CAULK FOR PERIMETER SEAL ARC;NO ExTERIOR Or WINDOW
FF RUE.
5) G:+SS THICKNESS MAY VARY PER THE REOUI=EuENTS OF ASTM WOO
SI•.1E GLAZING IS SHOWN. INSULATINC GLASS IS ALSO QUALIFIED
6) DRAYNG APPLIES TO WSTALLATION OF rw rRAME um:,rw W WOOD FRAME OPEe G
r'- TWO ay W300 STIRS USWG 099 IN pa NA:-S CR L6 SCREWS OF SurF10ENT
Lr.•;'H TO PP:WOE uw .• Eu3EDMEHT w7, SV'S7R,-F_
7; IF E.ACT NN7_W SIZE IS N07 USTED PI CHART. ,SE •:CHOa OUANTI7r LISTED NTH
LARGER S.ZE
0) ff'I- ER AL ALUWNUM•S 1150 SERIES MOFh ZoNt4 SL DE; iS S..ONI. THIS PRINT ALsc
AF=-ES TO Tr_ 1980 wSI.ATWC GLASS H0:1201.:AL SL-0[R SERIES
0
1
2
1
ANCHOR (TYP.)
WINDOW WOHT --{
ELEVATION
VIEWED FROM EXTERIOR' •• --•','--,,,
j
y-7
Q y 6OL
COMPARATIVE ANALYSIS k ANCHOR. CUANTITY CHART
WINDOW SIZE DESIGN PRESSURE 8 SCREWS R-OD 099 NA4S REDD
INC`IES CAPACITY IN PSF IN FRAM: IN FRAME
WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH
HEIGHT dL SILL JAMB SILL JAMB
24 x 12 40 40 2 2 2 2
24 x 24 40 40 2 2 2 2
24 x 36 40 40 2 2 2 3
24 x 48 40 40 2 3 2 4
36 x 12 40 40 2 2 3 2
36 x 24 40 40 2 2 3 2
36 x 36 40 40 2 2 3 3
36 X 42 40 40 2 3 3 3
36 x 48 40 40 2 3 3 4
36 x 55 40 40 2 3 3 5
48 x 12 40 77 3 2 4 2
48 x 24 40 40 3 2 4 2
48 x 36 40 40 3 2 4 3
48 x 42 40 40 3 3 4 3
48 X 48 40 40 3 3 4 4
48 x 55 40 40 3 3 4 5
60 x 12 40 73 3 2 6 2
60 x 24 40 40 3 2 6 2
60 x 36 40 40 3 2 6 3
60 x 42 40 40 3 3 6 3
60 x 48 40 40 3 3 6 4
60 x 55 40 40 3 3 6 5
72 x 12 40 70 4 2 7 2
72 x 24 40 40 4 2 7 2
72 x 36 40 40 4 2 7 3
72 x 42 40 40 4 3 7 3
72 x 48 40 40 4 3 7 4
72 x 55 40 40 4 3 7 5
Gk
MANUFACTURER NA1` 2:
MASTER FILE # R
Iml W. Emby tA• C, 'a— n rm1•r.D. W. 119W-Dawn "I
INSTALLATION DRAWING WOOD FRAME STRUCTURE
SERES 1130 /1900 uMfIEO HORIZONTAL SLIDER
DWN Cn AD f:.LL
B6 N/A
Lo.
I
awa I D.Ye •A NVV•JL
IILWSD. 11•
13/11/02 GEN-OG25
INSTALLATION MULLION
ANCHOR ANCHOR —
MULLION (
TYP.) BRACKET
ANCHOR
BRACKET - CENTRAL FLORIDA B. C•
MANUFACTURER NAM
WINDOW
FRAME JAMB
TYP.)
MULLION
DIE NO. 1445
SECTION A- A
u
EXTERIOR
j.
ELEVATION
DWC, NO: CEN70452
GA I
MULLION
DIE NO. 1445
v
INSTALLATION
R FILE #
8 SELF TAPPING °
SMS (TYP.) c
SUBSTRATE
SECTION B-B
ANCHOR
TYP.)
I
v v ° ° SEE NOTES
a °
a o #
2 & #3
NOTES:
1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO.
1445, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY
SIDE.
2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16"
DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN.
EMBEDMENT INTO CONCRETE OR MASONRY.
3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10
SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD
FRAMING.
4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT HEAD & SILL.
FAREA:-
NERAL ALUMINUM CORP.
CARROLLTON, TEXAS
VERTICAL MULLION INSTALLATION DETAIL
MINUM TUBE MULLION, DIE NO. 1445
DRN: JS APRw: - - - - DATE: 3/1 % 02
WT FT: SCALE: MAIL: — — — — DWG NO GEN-0452HALF.
PRFPARED or.. PRODUCT TECHNOLOGY CORP.. 250 INTERNATIONAL PKWY, HEATHROW, FLOPoDA 32746 PHONE 407-605-0365 FAX 407-605-0366
1
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 & APPUCATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW. FLORIDA 32746
PHONE 407 805-03651 FAX 407 805-0366
CA020039
12-Ian-2002
01-1201
GENERAL ALUMINUM CORPORATION
HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION DIE #1445
FLANGE
VERTICAL
S.H. SIZES
WDW. WTH. >
WDW. HGT. V
19.125 26.500 30.500 37.000 48.000 53.125
26.000 1609 1497 1497 1497 1497 1497
38.375 622 515 486 466 465 465
50.625 331 262 241 219 203 203
54.625 279 220 200 180 164 162
55.625 268 211 192 172 156 153
63.000 204 158 143 127 112 108
72.000 153 117 106 92 79 76
CHART APPLIES ONLY TO MULLION 01445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT d APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-03651 FAX 407 8054).366
CA020122
FEB. 19, 2002
02-0217
GENERAL ALUMINUM CORPORATION
HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION DIE #1445
A ilf
FLANGE
VERTICAL
P.W. SIZES
WDW. WTH. >
WDW. HGT. V
16.000 24.000 36.000 48.000 53.125 73.000
16.000 1609 1497 1497 1497 1497 1497
24.000 622 515 486 466 465 465
30.000 331 262 241 219 203 203
36.000 279 220 200 180 164 162
48.000 268 211 192 172 156 153
60.000 204 158 143 127 112 108
72.000 153 117 106 92 79 76
CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT 6 APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-0365 / FAX 407 805-0366
CA020123
FEB. 19, 2002
02-0217
ISTALLATION
NCHOR
YP. )
8 SELF TAPPING
SMS (TYP.)
iMUL LIVN
DIE NO. 1446
SECTION A- A
L
MULLI"
ANCH
BRACK
WINDOW
FRAME JAMB
TYP.)
MULLION
G;_ N0. 1446
INSTALLATION
ANCHOR
T YP. )
v v
v °
SEE NOTES
2 & #3
o
v —_ _I
0
1-7/8"
SECTION B-
BCENTRALFLORIDA
h.
B _. ,. MANUFACT N o - EXTERIOR ELEVATION C-HE-,4, ,QwM tiUM l•
MASTER FILE # 5- NOTES:
1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO.
1446, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP.
SIDE.
2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16' CARROLLTON, TEXAS
DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETAIL
EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446
3) IN WOOD FRAME CONSTRUCTION. ATTACH MULLION TO SUBSTRATE USING #10
SCREWS OF SUFFICIENT LTH. TO ACHIEVE t - 3/8" MI^!. EMBEDMENT INTO WOOD
AREA: - - - - DRN: JS APRIID: - - - _ GATE: 3/1 , ;
FRAMING. I wrlrT SCALE: . , r MATL: DWC N0: -
MULLION
ANCHOR
BRACKET
0
v °
a
0
SUBSTRATE
PREPARED BY: PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWT. HEATHROW. FLORR)A 32/A1 'HUM AV/-W-UIGJ • •+-=++-+--+
I
SHIM AS 4E'0'D
SHEATHING (SEE NOTES,
BY GTHER!.
rEALLK BETWEEN
00R FLANGE
L SHE>TMING
STUCCO J
OR SIDING
By OTHERS
PERIMETER
CAULK DT
OTNE R'
SLIDING CLASS
DCyR.FRAME
SILL
INS'.ALLAT!Cr ANC..CR
2 SC.Ev
rve 3T WOOD
By C7NERS
1/
F SINSPACE
TL
MIN
EnBED4NT
SLIDING GLASS
DOOR FRAME
HEAD
TEMPERED
GLASS (TYPJ
DOOR
HEIGHT
f— DOOR WIDTH
SLIDING GLASS
COCK FRAMEJAMB
TEMPERED GLASS
TYP.)
rg-
MAX. SHIM SPACE
TWO 3r WOOD )8A SL'_. IU• ANCHCA
I-I/8 MIN. BY OTHERS T.,C IT WOOD
fn3EDMENT By OTHERS
N
SHEATHING
L .
SLIDING GLASS DOOR
SHIM AS REO'D. HOOK STRIP
cSLE MOTES)
INSTALLATION ANCHOR
8 SCREW
CAULK BETWEEN
DOOR FLANGE
L SHEATHING
PERIMETER
T--- SHEATHING
BT OTHERS
CAULK BY TEMPERED GLASS —
OTHERS STUCCO c7YP)
GR SIDING
37 OTHERS SLIDING CLASS DOOR
INTERLOCK
SECTION B-B
SHEATHING SHEATHING
DY OTHERS
STUCCO OR SIDING
BY OTHERS
HOOK STRIP DETAIL
1-1/8' MIN.
CMlEDnEm7
11 oml AAtE][AL, ALUKt N ALLOT LOL)
a, 11 IMSTALLATED. SCREWt AUST K Q S%orICECIT LEMG N TD ACHICWC Na VSEOKMT
or 1-IA' WIT WOOD D. TA CTTRE D.SIALLATMRA A.Cmm AT Sal IA/ST K Or SVrICIENT
LEK N ID ACMICvE wtM EMKDKI.r Q t-V•• WTo N^9wi CR CDCRETL b
WS t ALL AID). LAG,@ CNART OR IACk Cr THIS MOT. USE
SILICCM2ED KtTLIC CALL' KMWO DO1 rLA.GE IT MICA L JAM7i 7,
VlE SILICCMIZED ACRTLEC CALL. r[R AERIKTC1 SEAL AtQND 01ERtOR D< ZCaL L,
rr ERACT D®I SITE IS AG1 LISTED W AK,61 CNAIIT. WSE A C1K)R lRA TITT LISTED WIN KIT l
ARrit Si_E, 6CI IK AMRCIRIA:C DC SIG MC SS(RE REWD. re7eMoc.,T 0®I tIKT WEE CMIST 11r.Sf DOOR SIZE I CWW RATID. :0 rWfKD CTACMU4 PLACE
WSTKLATEW AK ( ;-FRUIT Or I St"' AS De— C17D0 ^4 fT CHAR 15 UGLASSTNICRKSS1WAITS,
Dml .I411 It AIPROWED WSEA4 TEWEnD GLASS W SI GLE GLALED OR D.SLLA:DG WSL 10,
JIA1 / Sal CDRKRS ARE t0 K WALED WITH A SMALL AnXT SC" StALE 1N SNW
AS RtC'O At CA SET Cr I-VALLAIID. AKMML "R ALLOWARC SMiw StK' t0 IS 1r••. lE, ALL
WSrKL•TIC" AKAGRI ,UST K -OE OFC3MI10. RES111-1 NATENILS WKRE •T• .;!
RESENTS KTV IAG RAKL AAO V RVRESE.T. r1.ED rAKL AMRGvED C'IDA.
164 ARE .S LISTED O. AACMDR CHART D. VCR Cr NIS SKE 1. i EXTERIOR
ELEVATION I•, SEC ALL C'/I,-1-3-J1 ON S AIDvC ARE SAOWA a iNli DRAWIK..OWC WER IMS:4LArICM J 1
TccrlD.: •. A• •
1-E• I ,c(x ttav st.a .AIti1 TO IMsr.LL.tIa (r AL: ••RovcD O EM
3E ^-
MEN T C W ECARATID.S. r A,
1-1/J' HIM 17, rLOPIDA Ca1RWK:S (ODD SERIES SIA DLK CLASS DOCR1% SKVK THIS WT ALSO AMP_'ES 17 2 PANEL DOOR
SHOWN zmD rCRICS -a So SCiKi I 0 A
L •
PP,_
T
o
J/ o
LIKRALLT
A
CALLc!
NG LfMDER
SILL OR SET SILL
IN SED •NSTaLLAT!:N >NCiGZ - OF C:NCiET=
3/I5' 7111 iA CON SECTION A -A
Ft 12002 A
I DESCRIPTION
DATE
I
INI F L 0 P I D A EXTRUDERS INT. INC. SANFORD
FL. nTLE: SLIDING GLASS
DOOR INSTALLATION WITH =8
SCREWS DPAWN BY: ?? 1
APPP)VED BY: I i ATE' !
E:::/G! iscA E: NT: IDWG
CONCRETE OR SH'!H AK PE'C'D
MASO.;Y OPENING SEE 10".ES)
BY CTr.-=S
CAULK ;ETV_EN
DOOP r^ ANGL
L V002 SUCK CAULK 2ETVEEN
PERINTER L•OOD BUCK L
AILR BT MAS'T. OPENING
IT OTHERSOTHERS
STUCCO
By eTHERs
INSTALLATION ANCHOR
B SCREV GYP. VHCRE —
7APCONS ARE NOT RCO'DJ
SLIDING GLASS
MG;r R AHC
7SILL
D .
G
A
INSTALLATION ANCHOR
3/16' DIA TAPCON
INSTALLAIION ANCHOR
R8 SCREV (TYF. VMERC
ONE ?' VOOD TAPCON', A:E NOT REO'D)
LUCK 51 OTHERS _
r 1 1/4 MIN
I EMBEDMENT
SLIDING GLASS
DOOR FRANC
r 1/" MAE.
JAMB
p , I SHIM SPACE
l
SLIDING GLASS
DOOR rRAME
MEAD
TEMPERED
GLASS (TYP.)'
DOOR
HEIGHT
D
I G
NI
O/•{{{
A
A 1-1/4' MIN
D
D
LIBERALLY APPLY —
CAULKING UNDER SILL
OR SET SiLL IN BID INSTALLATION ANCHOR
CF CONCRETE 3/16' DiA. TAPCON
SECTION rl-A
TEMPERED GLASS
TYP.)
PERIMETER
CAL&.K BY
OTHERS
S.G.D VIDTM
yFI/A' MANE. SHIM SPACE
1 1/4' MIN
1 — LMBCDMENT
ONE By VOOD
I
BUCK Y OTHERS
CAULK CTVEEN
Q VOOD BUCK L
MAS'Y. OPENING
BY 07HERS
T—SHIM AS REO'D. SEE NOTES)
C INSTALLATION ANCHOR
3/16' DIA. TAPCON
CAULK BCIVEEN
DOOR rUNGC
L VOOD BUCK
CONCRETC OR
MASONRY OPENING
BY OTHERS
CONCPEiE OR
MASONRY OPENING
By OTHERS
INSTALLATION ANCHOR 7 CAULK LE7VEEN
3116' CIA. TAPCON vOOD BLOCK L1HAS'T. OPENING
BY OTHERS
SLIDING GLASS DOOR
V CAULK BETvECN
HOOK STRIP NOCI STRDLUCKIPVWtV
1-
1/
4. MIR EHEEDHENT G a T
LONE
BT
vORS
CK BT OTHTH
ERS S BYOTHERS
NdI
A<1AUA
1'4AVIGWQ B.O.A.F.TCMPCRED GLASS SECTION B 1F'
ACTMR 2r (TYP.) J fey":
SLIDING GLASSDOORT1r`
r• c w Y vkZ INTERLOCK MASTER FILE# S
HOOK STRIP DETAIL wla 1) DER
MATCRIAL.
ALu.DN. ALLDI 6MI 2) IAPCD. TYPE
INSIALLAIDDW AHEMORS MST BE Or turrICICMI LCNGTN TO ACMIEvE nUL CMICDKHI Or 1-1/.•
III nASWI OR CE CRETC. S) ALICRNATE TAKOM
INSTALLATION ACHORS rRON7 TO LACK IN ALL rRMC HERBER&_ IKMCom AN NDR
CNART ON HACK Cr lNls $KIT L US( SILICDGDCD
KRTLIC CAIA. LCHU.D ooM rLANGC AT HEAD L NMLL 6) USE S,
LICO.I TED KRTLIC CAUL r02 KRIKIER &CAL AROP.D E.7ERIa Or DOOR Ir E.ACI
DOOR SITE IS NOT LISTED IN ANCHORCrWANCHOR I• USE OUAHIIIT LISTEDVITMNEXT LARGER SITE. rDT INC
APPRtral-Ir DESIGN PRCSSUT( RCDD L) rDP ROCKET OCU
fllCf USC CLOSEST I -.SS — sISC L 1-1—Al.- TO r--HE OrCN1,4 PL.CC IA/CO.
S. IN rtma orNOOK SIRI As SNCI— I 1H GLASS THICKNESS
HAT vUtT PER REWIRCKNTS Or ASTH EISDD GLASS CHARTS. la) ALL rACTDRI APPLIED
NIXEI NOT DESIG.ATCD rDl LKON -HEADS LOULD BE rILLCO VNH .L SCRCvs i or SIfrICIENI LENGIN
IG PROVIDE KIN. Vil' EKLC OHENI INTO VOOD LUCK. It, DER _17 IS
A"MI) USING TENPE RED GLASS U. SIACAC GLAZED OR IH:LLAIU( GLASS. 11, AAML r SILL
CO2Kl$ ARC 10 IC SEALED v,IN A SHALL JD>NT SEAH SCALER. ISM SHIN AS R(
O'D AI EA •El 01 I.SIALLATID. AK -IF- NA. ALL.I/ARE SHIN sl AC. To LC 1/.1. I., ALL INSTALLATION ANCHORS -
01 LC NAOE or CORROSION RES:Sl—I ru TERJALS. S, VHQ RC •r•
REPRESCHIS MOVING PANEL AND C• RCPRESEH rIKCD PAKL APPROVED COW IGI.A TIO.
S APE AS LISTED ON AC,OR (HART ON LACK or 1MIS SHECI. 16) NOT ALL CONTIGPRATIOIS
LISTED AIOVC ARC SHOW ON THIS DRAVDG. MMVCR INSTµLA710,N CKTERIOR ELC VON ATION
SECTIONS '.-A' 9 DOvC -1- L ,O. STRIP DETAIL APPLYTOIN/7ALLATIoN Or ALL .PIHtD 2 PANEL DOOR SHOVN COKIGAR.TIONS
1)) INSTALL ONE TAPCO. IM CACH
PAIR OrrACTDR, APPLIED WST ALLAIION NIXESUNLESS NOTED OTHER', SE O. ANCANCHORCHART . SEC BACK
Or THIS SHEET. IL) rLORIDA E.IRUDERS 10W SERIES
SLIDING GLASS DOOR IS SHCVN THIS PRINT ALSO APPLIES TO 2000 SERIES AND 500 SERIES. REVI
DESCRIPTION DATE INN - L O
P, I D A iNT.RiNc RS SANfOP.D FL TITLr. SLIDING GLASS
DOOR INSTALLATION WITH
TAPCONS DRAWN BY: 99
I APPP.OVED
BY: n.N c•. to r C
rn: ler.. r. ETC Vnr.?•
TAPCON ANCHOR. CHART
NOMINAL DOOR
DOOR OUANTITIES IN HEADS SILLI QUANTITIES IN EA. JAMB OUANTITIES IN EA. HOOK STRIP
SIZE AND SIZE UP TO 46 PSi TO 61 PSF TO UP TO 46 PSF TO 61 PSF TU 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. xO 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. x0 96 x 80 5 5 5 4 4 4 3' 4 5
10068 xx Ox x0 120 x 80 6 6 7 (DI3 4 4 4 3 4 5
5080 xx, Ox. x0 60 x 96 3 3 3 5 5 5 a 5 6
6080 xx, 0X. x0' 72 X 96 4 4 4 5 5 155 4 5 6
8080 xx, Ox. x0 96 x 96 5 5 5 5 5 4 6 6
00 0 xx x x0 120 x 96 6 A 7 5 5 5 4 6 6
50100 xx, Ox. X0 60 x 120 3 3 3 6 6 6 5 6 7
60100 XX, Ox. XO 72 X )20 4 a 4 6 6 6 6 I 7 8
80100 xx x x 96 x 120 5 9 f, 6 6 7 (DI) 6 8 9
9068 OXO 109 1/8 x 80 5 5 6 4 a 4 3 4 5
12068 Ox0 145 1/8 x 80 7 17 9 (D2) 4 4 a 3 4 5
15068 Ox0 181 1/6 X 80 8 In ( ) 11 ( ) 4 4 4 3 4 5
9080 Ox 109 1/8 x 96 b 5. 6 4 6
12080 Ox0 145 1/8 X 96 71 8 (DID 9"•SRL" > U. 5n=i 5 4 6 6
5080 Ox0 181 1/8 X 96 8 5 5 5 4 6 6
90100 Ox0 109 1/8 x 120 5 6, :.`.fit1 6-.:. : A151.5 L. DI) 6 I 8 10
120100 Ox0 145 I/8 x 120 6 6 7 (DI) 6 8 10
9068 xxx 106 5/8 X 805;. Fe 4 4 T 4 3 4
12068 XXX 142 5/8 X 80 7 8 (D1) 4 .
4
S' 4 3 4 5
15068 xxx 178 5/8 x 80 i a 4 3 4 5
9080 XXX 106 5/8 x 96 5 5 6 5 5 5 4 6 6
12080 XXX 142 5/8 X 96 7 8 (DI) 9 02) 5 5 5 a 6 6
15080 xxx 178 5/8 X 96 8 11() 13 5 1 5 5 4 6 6
90100 xxx 10b '.)/U x 1 FO 5 6 6 j 6 8I 10I120100xx1425/8 X 120 7 n I (n 6 6 17 6 6 10
10068 xx0 119 5/8 x 80 6 6 7 (D1) 4 4 4 3 4 5
12068 OXXO 143 5/8 X 80 7 7 8 (DI) 4 4 4 3 4 5
16068 OXX0 191 5/8 x 80 9 10 (DI) 12 (D3) 4 4 4 3 4 5
10080 UXXU 3/b X 70 b- 6 7 (D1) 3 3 7 4 b b
12080 OXXO 143 5/8 x 56I 719 8 (DI) 9 <D2) 5 5 515 4I I 6 I 6
16080 xx0 91 5/8 X 96 n ) 14 () 5 5 4 6 6
100100 OXXO 11 a/d x 120 b 6 7 (DI) IS 6 DI) 6 E 0
1191 I I I 17 I 8I 10I160100OXXO5/8 x 120 0 (DI) 13(04) 16 cD7> 6 6 DI) 6 8 10
I b xxxx 117 /4 X 6 6 4 4 4 4
I I I I 14 I16068XXXX891/4 X 80 9 (DI) 0 CD2) 12((DD4) 4 4 3 4 5
10080 xxxx 11 1/4 x b 6 7 (DI) 3 46 1
12080 xxxx 1141 1/4 X 96 7 18 (DI) 9 (D2) I 5 I 5 15 I 4 6 6
6080 xxxx 189 1/4 x 56 5 (Di) n( 4) 1( 5) 5 5 5 4 6 6
100100 xxxx I 1/4 X 120 6 7 (Dl) 6 6 1) 6 8 10
120!00 xxxx I !41 i/4 x 120 17 I S <D!) I !0 cD3) 6 I 6 17 (DI) I 6 I 8 IO
60100 XXXX 1889 I/4 X 120 10 (D2) 13 (D5) 15 (D7) 6 6 7 (CI) l0
FE0 2 1 11m
FC 2 4
ANCHOr NOTES:
I) IN SOME CASES TAPCONS ARE P.EO'D.
IN BOTH FACTORY APPLIED
INSTALLATION HOLE. 'Dl' THRU '07'
DESIGNATES IN WHICH SIZE t
CONFIGUREATIONS TWO TAPCONS ARE
PEO'D.
2) 'Dl' MEANS, INSTALL TWO TAPCONS
IN ONE SET.OF INSTALLATION HOLES.
3) 'D2' MEANS, INSTALL TWO TAPCONS
IN TWO SETS OF INSTALLATION HOLES.
4) 'D3' MEANS, INSTALL TWO TAPCONS
IN THREE SETS OF INSTALLATION HOLES.
5) 'D4' MEANS. INSTALL TWO TAPCONS IN
FOUR SETS OF INSTALLATION HOLES.
6) 'D5' MEANS, INSTALL TWO TAPCONS IN
FIVE. SETS OF INSTALLATION HOLES.
7) 'D6' MEANS, INSTALL SEVEN TAPCONS IN
SIX SETS OF INSTALLATION HOLES.
8) 'D7' MEANS, INSTALL EIGHT TAPCONS
IN SEVEN SETS OF INSTALLATION HOLES.
9) LOCATION OF ADDITIONAL TAPCONS IN
HEAD 6 SILL SHOULD BE PRIORITIZED
AS FOLLOWS:
A: FIRST ADJACENT"TO INTERLOCK OR
BUTT STILES IN HEAD 6• SILL.
B: SECONDLY, AT EACH END OF HEAD
t SILL NEAP. JAMB CORNER., IF
NEEDED.
C: LOCATIONS IN HEAD 6 SILL OTHER
THAN AS LISTED IN A 6 B.
10) LOCATION OF ADDITIONAL TAPCONS IN
JAMBS SHOULD BE PRIORITIZED AS
FOLLOWS:
A: FIRST, ADJACENT TO LOCKS IN .
JAMBS.
B: SECONDLY. AT EACH END OF JAMBS
NEAR HEAD b SILL CORNERS.
G LOCATIONS IN JAMBS OTHER. THAN
AS LISTED IN A L B.
F L(n EXTRUDERS
L P 1 L A INT. INC. SANFORD. FL.
1°LC1 SLIDING GL=SS DOOR
TA?CON G:=SS CHART
0.
rs:'"t C i V IL s:"c' N.T S ?{ I'—;— x-3,c'
64 4
GENERAL ALUMINUM CORPORATION
VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION, DIE #1446
FLANGE
VERTICAL
S.H. SIZES
WDW. WTH. >
WDW. HGT. V J_ 19.125 26.500 30.500 37.000 48.000 53.125
26.000 8P2E93
705 705 705 705 705
38.375 243 229 220 219 219
50.625 138 109 101 91 85 85
54.625 108 85 78 70 63 62
55.625 102 80 73 65 59 58
63.000 69 53 48 43 37 36
72.000 45 34 31 27 23 22
CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT d APPUCATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-03651 FAX 407 805-0366
CA020035
JAN. 11, 02
01-1201
GENERAL ALUMINUM CORPORATION
VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION, DIE #1446
4.( oq.
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 6 APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-03651 FAX 407 805-0366
CA020036
JAN. 11, 02
01-1201
yy
Q/ -
MULLION
ANCHOR
BRACKET
WINDOW
FRAME SILL
TYP.)
WINDOW
FRAME HEAD
TYP.)
INSTALLATION
ANCHOR
TYP.)
8 SELF TAPPING
SMS (TYP.) MULLION
ANCHOR
BRACKET
SEE NOTES -1
2 & #3
D d
MULLION
yDIIEE
NO. 1447
MA'iUACTLTRER NAME: MULLION
4 _ _ _ . A . .._ _ ... , DIE NO. 1447
R FILE # 6
SECTION B-B
DWG NO: GEN-0453
INSTALLATION
ANCHOR
TYP.)
1 , SUBSTRATE
SECTION A -A NOTES:
1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1447,
WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS HEAD TO SILL.
2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16, DIA.
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
OF SUFFICIENT- L'TH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMING.
A B B
4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT JAMBS.
EARE
ERAL ALUMINUM CORP.
CARROLLTON, TEXAS
RIZONAL MULLION INSTALLATION DETAIL
UM TUBE MULLION, DIE NO. 1447
R E E V A T I O N. - .. DRw B B
u1PRVD __--TE3/17/02
EXTER aSCALE NAIL, _ _ _ _ DVG ND',
s HALF GEN-0453
r`•vGroili[Q
ROC .D7-COl-036S FAX .Ol-BDS-0366Qr.• PRODUCT TECKQOGY CORP.. 2W INTCRNATION.L PUVY., HEAIK70W. FLORIDA 32746
Tkti
GENERAL ALUMINUM CORP. FIN
HORIZONTAL MULLION DESIGN LOAD CAPACITIES HORIZ.
EXTRUDED ALUMINUM TUBE MULLION #1447 MULLION
WHEN USED FOR MULLING TRANSOM
MULL SPAN>
WOW. HGT. V
51.000 59.000 72.000 94.000 104.250
25.000 232 157 93 38 26
37.375 206 138 81 33 23
49.625 197 129 74 30 21
53.625 197 128 73 29 20
54.625 197 128 73 29 20
62.000 197 127 71 28 19
71.000 197 127 70 27 18
NOTES:
CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1447 USED HORIZONTALLY.
CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN.
WINDOW HEIGHTS SHOWN ON "Y" AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS
BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT.
READ MULLION SPAN AND WINDOW HEIGHT IN INCHES.
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF.
PREPARED BY:
PRODUCT d APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250 CA020040
HEATHROW, FLORIDA 32746 12.Jan-2002
PHONE 407 805-03651 FAX 407 805-0366 01-1201
r ,
it "ik -o
c:y'
1: ' `
V` '
Zt; ``+tea
Zz—I 7.
DING No: d-0450
STALLATION
4CHOR
YP. )
8 SELF TAPPING
SMS (TYP.)
IVIULLIUIJ
DIE NO. 1448
SECTION A- A
MULLII
ANCHI
BRACK
WINDOW
FRAME JAMB
TYP.)
MULLION
DIE NO. 1448
INSTALLATION
ANCHOR
TYP.)
e
v ° ° SEE NOTES
a o #
2
SUBSTRATE
SECTION B-B
Y
CENTRAT FLOP DA Ba O..LFo " 16
ANUFACTR NARY o EXTERIOR ELEVATIONq ,rZA, J NOTES:
MASTER
FILE# 1) MULLION
INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO- 1448, WHEN
USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP. SIDE. 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 SCREWS OF
SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD AREA: __-- ORN:
JS APRw: _--- DATE:3/17/L, FRAMING. WT/
FT: — — — — SCALE: MATL: DWG N0: HALF ---- GEr:—
Ij=:D MULLION ANCHOR
BRACKET
PREPAPEO
B*:
PRODUCT TEC7mOLOG7 CORP.. 250 LNTERNA*ICNAL PKY . eEATMROrr FLORIDA 327-6 PnONE a07-605-0365 TAa is l
4
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
11
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 d APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 80543365/ FAX 407 8054)366
CA020037
JAN. 11, 02
01-1201
GENERAL ALUMINUM CORPORATION
VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION, DIE #1448
Q &z
FIN
VERTICAL
P.W. SIZES
WDW. WTH. >
WDW. HGT. V
30.000 43.000 56.000 63.000 72.000 88.000
28.000 565 565 565 565 565 565
32.000 380 378 378 378 378 378
38.000 236 226 226 226 226 226
42.000 182 167 167 167 167 167
56.000 72 60 57 57 57 57
60.000 57 47 43 43 43 43
86.000 18 14 12 11 10 10
CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT 6 APPUCATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW. FLORIDA 32746
PHONE 407 805-03651 FAX 407 805-0366
CA020038
JAN. 11, 02
01-1201
MIAMI. MADE
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Premdor Entry Systems
911 E. Jeferson, P.O. Box 76
Pittsburgh ,KS 66762
MIAMI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO-DADE FLAGLER BUILD[NG
140 wL-•s'r FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130-1363
305) 375-2901 FAX (305) 375-2908
CON'1'IW_717011 LICENSINC SEC IO-s
705) 375-2527 Ff\X (303) 375.255%
COYI'IL\CI'OR F:NF'ORCKMENT DIVISIO\
305) 375-2966 FAX (305) 373.2905
1'ItODuCr CO\'I'ROL DIVISION
303) 373-2902 FAX (303) 772.6339
Your application for Notice of Acceptance (NOA) of:
Entergy 6-8 S/E Inswing Glazed Double.w/sidelites Residential Insulated Steel Door
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein. .
This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or. material at any time from a jobsite or manufacturer's plant for quality control testing. If this
product or material fails to perform in the approved manner, BCCO may .revoke, modify, or suspend tile.
use of such product or material immediately. BCCO reserves the right to revoke this approval, if 't is
determined by BCCO that this product or material fails to meet the requirements of the South Flor a
Building Code.
I The expense of such testing will be incurred by the manufacturer.
ACCEPTANCE NO.: 01-0314.17
VPIRES: 04/02/2006 Raul tcoorlgucz
Chicf Product Control Division
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMINIITTEE
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.
Dircctor
Miami -Dade Count)
APPROVED: 06/05/2001 Building Codc Compliance Office
1\s04S0001\pc2000\\templateslnotice acceptance cover page.dot
PRODUCT PERPORmnncE DRTR HURRICANE CODE
METAL -EDGE STEEL DOOR in WOOD PRRME
PRODUCT CERTIPICRTIOn SHEET
Valid for the following side -hinged door arrangements (Sheet 1 of 2):
GLAZED DDDRS - Bv, nomInRL HEIGHT: `
0
0
Single Door with Sidelite
on Hinge side
Single Door with Sidelite
on Strike side
0
0
Single Door with 2 Sidelites
0
0
Double Doors
DOOR STYLES -114 GLASS:
r
100 Series 133, 135 Series 136 Series 680 Series 822 Series
112 GLASS:
S
i
105 Series
n
106, 160 Series
r i
3
129 Series
4
y
200 Series
Lit
12 R/L, 23 R/L.
24 R/L Series
r
107 Series
r
108 Series 304 Series
1 0 MULTI_ME_STL WD GLZ-1
Entergy- Entry Systerns
ft aft.iq "WW a1 p ofta , 8. .6 Mtn sodko m kW. ME •00 UW UMM b cftw .i01p/ .Duce.
PRODUCT PERPDRMRnCO DATA : " HURRICA
L.
METAL --EDGE STEEL DOOR Ifi WOOD PRRME
PRODUCT CERTIPICATIon SHEET , (DA r_ - I rAsu, f 06)
Valid for the following side -hinged door arrangements (Sheet 2 of 2):
314 GLRSS:
404 Series 410 Series 450 Series
FULL GLRSS:
s
109 Series 114, 120, 122 Series 152 Series 149 Series 300 Series
SIELITE STYLES:
one, irw•:
m
S
l Yr
i,
6'
G
J L:: _ ®_
680 Series 129 Series 200 Series 12R, 12L, 2311, 450 Series 152 Series 149 Series
23L, 24R, 24L
Series
J DP t110`S —'SOS IMPACT No MULTI_ME_STL_WD_GLZ-2
EntergyEntrySystems
OW I I A WW- CO Pr— PWWv.M , an 70WfladmR 0.* MW "Wto 10 cftvl •OVA mod".
Premdor Entry Systems ACCEPTANCE No.: 01-0314.17
APPROVED JUN O 5 7OC1
EXPIRES April 02, 2006
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. SCOPE
1.1 This renews the Notice of Acceptance No. 00-0321.19 which was issued on April 28, 2000. It
approves a residential insulated door, as described in Section 2 of this Notice of Acceptance,
designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade
County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do
not exceed the Design Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 The Series Entergy 6-8 S/E Inswing Glazed Double Residential Insulated Steel Doors
w/Sidelites and its components shall be constructed in strict compliance with the following
documents: Drawing No 31-1028-EM-1, Sheets 1 through 6 of 6, titled "Premdor (Entergy Brand)
Double Door with Sidelites with 1/8" Glass- in a Wood Frames with a Bumper Threshold
Inswing)," prepared by manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the
Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and
approval date by the Miami -Dade County Product Control Division. - These documents shall
hereinafter. be referred to as the approved drawings.
3. LIMITATIONS
3.1 This approval applies to single unit applications of pair of doors and single door only, as shown in
approved drawings. Single door units shall include all components described in the active leaf of
this approval.
3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle
between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed in
non -habitable areas where the unit and the area arc designed to acceptwater infiltration.
4. INSTALLATION
4.1 The residential insulated steel door and its components shall be installed in strict compliance with
the approved drawings.
4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane
protection system.
5. LABELING
5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance
6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of
Acceptance, clearly marked to show the components selected for the proposed installation.
6.1.3 Any other documents required by the Building Official or the South ida Building Code
SFBC) in order to properly evaluate the instal 'on f this syst
Man el Perez, P.E. Product & of Examiner
Prod ontrol Divisiop
2
Premdor Entry SystemsJ
ACCEPTANCE No.: 01-0314.17
APPROVED JUN 0 5 2001
EXPIRES April 02, 2006
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed
and the original submitted documentation, including test supporting data, engineering documents,
are no older than eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city,
state, and the following statement: "Miami-Dade"County Product Control Approved", or as
specifically stated in the specific conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if:
a. There has been a change in the South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code. changes.
b. The product is no longer the same product (identical) as the one originally approved.
C. If the Acceptance holder has not complied with all the requirements of this acceptance,
including the correct installation of the product. .
d. The engineer who originally prepared, signed and sealed the required documentation initially
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 fcc) 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
Manuc crc , P.E., Product Co Examiner
Produc ontrol Division
3
It
PRODUCT PERFURIIIflfICE OflTfl
METRL--EDGE STEEL DOOR in WOOD PRRME
PRODUCT CERTIPICRTIon SHEET _D1- C1?>14,yO LAICNE_ (j-n:,),r3G
Valid for the following side -hinged door arrangements (Sheet 1 of 2):
GLRZED DOORS - 6'B" fIOMIrIRL HEIGHT:
Single Door with Sidelite
on Hinge side
Single Door with Sidelite
on Strike side
zip Ei
a O r
O
i4lA. jp
Single Door with 2 Sidelites Double Doors
DOOR STYLES -114 GLRSS:
El
100 Series 133. 135 Series 136 Series 680 Series 822 Series
112 GLRSS:
10
igo " S
El
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 MULTI_ME_STL_W0_GLZ-1
Entergy- ' Entry Systems .
our em-ft err. a orc I pao-a w -0n w@vfi= m on1v rro raoua ac+ weko a m .c a roues.
PRODUCT PERPORmnnce DATA I , *
HURRICANE CODE
METRL-EDGE STEEL DOOR III WOOD PRAME
PRODUCT CERTIPICATIon SHEET N-D314,,ZD Cpao-Q,Ts 6
Valid for the following side -hinged door arrangements (Sheet 2 of 2):
Biq GLASS:
NMI"
13 u k1311
404 Series 410 Series 450 Series
FULL GLASS:
A
109 Series 114. 120, 122 Series 152 Series 149 Series 300 Series
SIBLITE STYLES:
OWN
13
680 Series 129 Series 200 Series 12R, 12L, 23R, 450 Series 152 Series 149 Series
23L.24R,24L
Series
1IFf-So IS' — SC), S IMPACT t"I 0 F-MULTI-ME-SR-WD-M-2
EntergyEntrySystems
Ow pow= of prom WOM"Mem man $09ftation deto ow 0moid d"M %u*d to Clow WdhW nme.
Y
M I A'M I•DAOE
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Premdor Entry Systems
911 E. Jeferson, P.O. Box 76
Pittsburgh ,KS 66762
rylLAM [-DADE COUNTY, FLORIDA METRO-
DADE FLAGLER BUILDING BUILDING
CODE COMPLIANCE OFFICE M17'
rRO-J)ADE F1.AG1,ER BUILDING 140
WI;S'I' I'[.AGLER STREET. SUHT 160; MIAMI,
FLORIDA 33130-1563 305)
375-2901 FAX (305) 375-2908 ONI'
IW-7OR LI( ENSING 1ECI'IU\ 305)
375.2527 F:\X (305) 375.2553 c:
ONI RAC.-rOlt F:NFORCENIENT DIVISION 305)
375-2966 FAX (3u5) 375.2903 I'
HODIJUr CONTROL DIVISION 30)
375.2902 I:AX (305) 372.6339 Your
application for Notice of Acceptance (NOA) of: Entergy
6-8'S/E Outswing Glazed Double w/sidelites Residential Insulated Steel Door under
Chapter 3 of the Code of lvliami-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 tl)e 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. ILIA ACCEPTANCE
NO.: 01-0314.20 EXPIRES:
04/02/2006 Raul I<oorlgucz Chief
Product Control Division THIS
IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC :AND GENERAL CONDITIONS
BUILDING
CODE S PRODUCT REVIEW CON1:\91"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 vlian)i-Dade County. Florida under the conditions set forth
above. 15
d . APPROVED:
06/05/2001 Francisco
J. Quintana, R.A. Director
1\
1i:n\i-Dade County Building
Codc Compliance 01,11ce s04S0001\
pc2000\\templates\notice xceptance cover page.dot
Premdor Entry Systems ACCEPTANCE No.: 01-0314.20
APPROVED JUN 0 5 2001
EXPIRES April 62. 2006
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. SCOPE
1.1 This renews the Notice of Acceptance No. 00-0321.22 which was issued on April 28, ;000. It
approves a residential insulated door, as described in Section 2 of this Notice of Acceptance,
designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade
County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do
not exceed the Design Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 The Series Entergy 6-8 S/E Outswing Glazed Double Residential Insulated Steel Doors with
Sidelites and its components shall be constructed in strict compliance with the following
documents: Drawing No 31-1028-EIVI-0, Sheets I through 6 of 6, titled "Premdor (Entergy Brand)
Double Door with Sidlites with 1/8" Glass in a Wood Frames with Bumper Threshold (Outswing),"
prepared by manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade
County Product Control approval stamp with the Notice of Acceptance number and approval date by
the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to
as the approved drawings.
3. LIMITATIONS
3.1 This approval applies to single unit applications of pair of doors and single door only, as shown in
approved drawings. Single door units shall include all components described in the active Icaf of
this approval.
4. INSTALLATION
4.1 The residential insulated steel door and its components shall be installed in strict compliance with
the approved drawings.-
4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane
protection system.
5. LABELING
5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by 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 So Ell orida Building Codc
SFBC) in order to properly evaluate the install, ion ol'this systc
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 tiled
and the original submitted documentation, including test supporting data, engineering documents,
are no older than eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city,
state, and the following statement: "Miami -Dade County Product Control Approved", or as
specifically stated in the specific conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if:
a. There has been a change in the South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code changes.
b. The product is no longer the same product (identical) as the one originally approved.
C. If the Acceptance holder has not complied with all the requirements of this acceptance,
including the correct installation of the product.
d. The engineer who originally prepared, signed and scaled the required documentation initially
J submitted, is no longer practicing-thc 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. I f any portion of the
Notice of Acceptance is displayed, then it shall be done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies,
shall be provided to the user by the manufacturer or its distributors and shall be available for
inspection at the job site at all time. The engineer needs not reseal the copies.
S. Failure to comply with any section of this Acceptance shall be cause for termination and removal of'
Acceptance.
9. This Notice of Acceptance consists of pages I, 2 and this last page 3.
END OF THIS ACCEPT NCE
fvlanuc Perez, P.E., Product Co o Examiner
Produ 6ntrol Division
3
U
1/2• 1 2' LONG STAPLE
cc NOTE
PREMDOR (ENTERGY BRAND) DOUBLE DOOR
WITH SIDELITES W/ 1/8" GLASS - IN. A
WOOD FRAME W/BUMPER THRESHOLD (OUTSWING)
10 . 11/ MINIMLAI EMI NI
T121 PER AO 1 fll lyl R JAI11'
AL ICRNAI a 14 FAPC04
1 112' MINImm ENICOMCNT 7
37 1/A'
MAX
M,
a jI— 4' MAX —
MA MA% I_ MAX t MAX
17 I/ I' MA
O.C. SPACING
r_._
A
17 1/ MAX
O.C. SPACING
IB'
17 1/ ' MAX
O.C. SPACING 18,
5' MA
5' 0 C. 15, 0
MAX MAX
I/ - ---------
43 1 /16'
rOP Or DOOR
TO 4 Qr LOCK
5 1/2'
j
17
D.C.ISPAMAX I CINGIIIIj18'IOC II III I j 8
1/2' MAX
37
1/4' 71'
MAX
4AX
0 g'
MAX NA. MAX
15,
O.C.—15' O.C. 15. O.C. 15' O.C. MAX
MAX MAX MAX 1
C 110S
z'r v2 I
1ii M1E j SIIN [ C' INSIDE JNM I
I i
i S1Su•
c ar
N1K[ i
1',-
INS i j—
4._.
1
Ir• ....
Lot KADISL, A wOILI
It• i i 22'
X 6A' i
MAX DLO OKI
80.
I 16' INLoCSEAnKLOL2asaa= IM M"
LOC LOCASE i i
MAX 00CL 104
1 M115151mmllm S
RUCT
6' A%
QV I i 10 1
1/z' MINIMIp c"mMmCNI 121 KI12A0lflll. ISl Ke JM 1 C co ALIceNArC. vl/' KM IAKONf ,• IS' O.C. IS' O.C. 15' OC. IS' O.C. Ig' O.C. 15, O.C. 13, O.C. 13' C. 1 1/
2' MINI" CMIEUMENI MA MAX MAX MAX MA% MAX MAX MAX MAX 1' MAX-
5' MAX MAX 5' MAX
4. A. 112' .
2'
TONG STAPLES SEC M01C
f ATTACH ASTRAGAL
THROW BOLT 08 x I' LONG STRIKE PLATE
TO THE HEADER IN ALL REMAINING AND THRESHOLD
WITH 910 x 1 3/4' HOLES FLATHEAD SCREWS
NOTES: 1.)
WOOD
BUCKS BY OTHERS. MUST BE ANCHORED ns x 13/4" LONG PROPERLY TO
TRANSFER LOADS TO THE STRUCTURE. FLATHEAD SCREWS
2.) THE
PRECEDING DRAWINGS ARE INTENDED TO QUALIFY THE
FOLLOWING INSTALLATIONS. A. WOOD
FRAME CONSTRUCTION WHERE DOOR R.H. OUTSVING L.H. OUTSVING SYSTEM IS
ANCHORED TO A MINIMUM TWO BY WOOD OPENING. ASTRAGAL
B. MASONRY
OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM
IS ANCHORED TO A MINIMUM TWO BY i R
APPROVED A.;
CC,n;.•',lnE SC TM
f - U ALWOODBUCK. 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 010 WITH C E
LOTTJQ B
11l ING C0o0c sv J
n
J 1 PROD' T
C NTROL DIVISION SUIL CODE
COMPLIANCE 0 ICE UM I
I/2' EMBEDMENT INTO WOOD SUBSTRATE ACCEPTANCE N0.01. 03 / 4.'2o La:. -J/16'
PFH TAPCONS WITH 1 1/2' MINIMUM EMBEDMENT S UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR INTO MASONRY. OVERHANG
SUCH THAT THE ANGLE BETVEEN THE EDGE OF CANOPY OR OVERHANG 4. UNIT MUST
BE INSTALLED WITH 'MIAMI-DADE COUNTY TO SILL IS LESS.THAN 45 DEGREES. UNLESS UNIT IS INSTALLED IN APPROVED' SHUTTERS NON -
HABITABLE AREAS VHERE IHE UNIT AND THE AREA ARE DESIGNED TO 5, THREE STAPLES
PER SIDE JAMB INTO HEADER ON SIDELITES ACCEPT VAIER INFILTRATION. AND DOOR, THREE
STAPLES PER JAMB INTO THRESHOLD ON SIDELITES AND DOOR.
C OAaC C"TT MDolrlurlONs 1/I1/m rl 6. LATEX SEALANT
TO BE APPLIED AT SIDE BY SIDE LIMITS KISS Will, TRAL ac Is, INS JAMBS AND SIDELITES.
Talnalna aESS WKII. Sla CD1rL. IELI A A00 (1) HER COOR COKIGAATIONs ILIA&AI 7. DOOR/SIDELITE
HEADER, DOOR/SIDELITE JAMBS, AND SIDELITE BASE la vs a
FAQ an.c..
A[la Llu. m,at ®rn1nNl. CORNERS ARE COPED
AND BUTT JOINED. at If AAIV : N.T.S. 8. DOORS SHALL BE
PRE -PAINTED WITH A WATER -BASED EPDXY RUST PR MR ENTRY SYSTEMS 31-1028-EM-0 INHIBITIVE PRIMER PAINT WITHADRYFILMTHICKNESSOF0.8 DD TO 1.2 MIL. 911 E. t[ DU
9. FRAMES SHALL
BE
PRE -PAINTED WITH AN ACRYLIC LATEX WATER -BASED/ ERD FIIIS Ei6616? SHEET l
OF 6 WATER -REDUCIBLE VHITE PRIMER
WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. QCVISIQI LITIOt c DESIGN
PRESSUR RATINGS WHERE
VAIER INFILTRATION EOUIREMENI
IS NEEDED 1
VHERE VAIER INFILTRATION REOUIREMENI
IS NOT NEEDED
positiv f F NOT
APPROVFDx
9/16•
J
GLAZING DETAIL
I/2'
GLASS BITE
EXTERIOR
OTHER CONFIGURATIONS
JnA%
III 1,4III MAX
MAX MAX R
XXO
am xi MAX
I nAx
112' I MAX
37 1/2• JI
MAXSR
EB
9L
0L w X ED
GLASS C
I D.oc caws 'aoir¢.nas I. APPROVED
AS COMPLYING WTH THE t ADDED PAL! 5 (DOOR f IIOnSI --w I
DDIS-tKlSS 10flli fdC D:O K ADD SCRCVS IO LIIE FRAKS S SOUTH
F40fiIpARDl r.8,DE Isita m OUss cro. sit 0lrL 10S A .OD 01KR MOR CD 11C RAt1pRi 0-91 JJ
JJ jj ! YISD6 W
BY
M 1. fiA PRO
TC TROLDIrnSION POOR N Ri SYSIEMS 31-1028-EM-0 BUILDING
CODE COSIPLWICE OFFICE n1 L LMtD SHEC
T 2 OF 6 nnsaf:112 ACCEPTATICF.
N001-o31Y.20 '—;— sIY1SDtolu
C
E
80 11/16'
MAX
1/4' SHIM MAX
F- 3/40
EXTERIOR
79 5/16'
MAX
I SECTION B-B
2 BY WOOD BUCK
64'
MAX DLO
1 1/40
INTERIOR
1 1/40
MATERIALS LIST
ITEM NO. DESCRIPTION PART NUMBER COMMENTS
Q1 WOOD HEAD JAMB EM-14 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
COMPRESSION WEATHERSTRIP 1 Em-25 LOCKSCREEN RAND LOXSEAL 9650 (BRONZE)
30 ALUMINUM ASTRAGAL IM-12PREMDOR BRAND OR EOUIVALENT- 5/8' ALUMINUM ASTRAGAL
4Q ALUMINUM -BUMPER THRESHOLD EM-15 PREMDOR BRAND OR EQUIVALENT - 1 1/4' x 4 9/16'
Q TOP CHANNEL EM-08 1PREMOOR BRAND - 1 I1/16' - 20 GA STEEL -
STEEL SKIN 26 (Dl1 D04 -1m
m fill slaw N
m TmmEss fTl rt>su asT aRYI 1S IFF
7O Pm YURFTHANF FOAM CORE BASF FOAM - DENSITY 2.0 TO 2.5 IbS./Ft'
BOTTOM CHANNEL EM-07 PREMDOR BRAND - 1 11/16' - 20 GA STEEL
9O VOOD LOCK BLOCK EM-09 4' X 9 112' MTL. TO BE PINE OR EQUIVALENT
ID STRIKE STILE EM-06 PREMDOR BRAND - 1 11/16' - 20 GA STEEL
II HINGE STILE EM-05 PREMDOR BRAND - 1 11/16' - 20 GA STEEL
12 LOCK PREP FILLER PLATE EM-10 PREMDOR BRAND - .050' THICK- MTL. TO BE POLYETHYLENE
13 4'x4' HINGE EM-16 HAGER BRAND HINGE OR EQUIVALENT - .097 THICK (STEEL)
14 WOOD HINGE JAMB FM-13 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
IS 110-24 x 12- F.H.M.S. 4) SCREVS PER HINGE INTO DOOR
16 d10 X 2' F.H.W.S. SCREVS HROIJGH HI JAMB INTO S D LI1 JAMB, 8' OOVN R(IM OP,
MAX 18' O.0 THEREAFTER
1O) SCREVS THROUGH STRIKE JAMB INTO SIDELITE JAMB. 4' DOVN FROM TOP
8' OC. THEREAFTER
6) SCREVS THRDJGH EACH SIDELITE JAMB INTO SIDELITE. 4' DOVN FROM
TOP, MAX 15' (IC. THEREAFTER
17 HB fRVI V/MINS V/MINI)lAl I IR' (ME(DIQNf
i I/ M N
S3/16' fiH f4P REFER TO ELEVATION vIcw, FOR I OF SCREVS USED AND LOCATIONS
I8 NIO X 3/4' F.H.W.S. 2) SCREVS PER HINGE INTO JAMB
19 48 x 2' F.H.V.S. 2) SCREVS AT EACH STRIKE PLATE
LOCKSET KWIKSET BRAND 200 LOCK OR HARLOC BRAND 100 LOCK
1 910 X 1 3/4' F.H.W.S. 2) SCREVS PER HINGE INTO JAMB
VOOD 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 TEMPERER TL SSRIN POALYPROPYLENE FRAME- DC-1643 - (ODL-2
SIDELITE TRIM (WOOD) EM-20 5/16 x 1/2' MTL. TO BE PINE OR EQUIVALENT
WOOD CASING EM-21
EGUIVALEEFORSIDEMBySIDEBJAMBS' E PINE OR MULLIONSNf - ITEMS ARE MOLDINGS USC
VOOD SIDELITE HEAD JAMB EM-22 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
VOOD SIDELITE BASE EM-23 1 1/4' X 4 9/16' MTL. TO BE PINE OR EOUIVALENT
POLYPROPYLENE LITE FRAME DC-1643, ODL-2 HP Polypropylene by ODL
N6 X 1 1/2' PAN HEAD SCREWS ER AND Nar18PERFRAMETOE'CEEDE14' OC THERE AFTER. CORN
0 SIDELITE STILES EM-26 15/16' X 1 11/16' MTL. TO BE PINE OR EOUIVALENT
TI 1 PIN NAIL 3/4' LONG NAIL, 4' IN FROM END, MA% 8' O.C. TTERAFTER. USED ON KXLIONS 10 PRIM
DOW SILICONE #995
LIKIIS: UNLESS
EXIRUSIK. U1E
APPROVED AS COMPLYING WTH THE
SOUTH Fl a,j A l1 I)ING CCCE DR. ByR.S.
JUTr U Cow PROM
eY
OOE
911 E. JEFFERSON
PRODI PITTSM, KS, 6
eUILDE OFFICE
ACCEPTANCE NO. -
0 31 Y . Lo
FRAC ' DEC
TED. STQ C@I'l. TOUS.
DADE COUNTY MOOIF
MS 31-1028-EM-0
SHEET 3 OF 6
REVISION LETTER B
2 BY WOOD BUCK
1/4' SHIM MAX
79 3/16'
INTERIOR MAX
80 11/16'
MAX
10
iE
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 1/40
DOW SILICONE #995
APPROVED AS COMPLYING VATH THE
SOUTH FLQP,IQ/+ U'l ING CODE
OA E ,J J(
BY
FRO T NTRCL OMSICN
BUILDING CODE ComIx 'OFFICE
ACCEPTANCENO. Of l l 4. 2 0 0
w
ar
a• aL
1 1
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UpL YCI•G
11 1? W
A
at V•C.4
v yr W
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Ir oc r of
1 1 1
Ir ur w
aL vKllc AJ
v yr W
ac VC G 0
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1 I 1 1 1
IN
OTHER DOER CQNFIGURATIDNS
m yr
v v
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a
a pc a pt n ncJr ac7 rw u oc —
a
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ac vKlw
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arr r ]r'Ir/
u• ac r Ilc n• W n• oc
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ac rKIK
t 1 1 1 1 1 1 1
n• • ac Ir ac rr p • a
n x Ll
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aL VCM
at VKI•G
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I u• at n• at Ir pL
JL a'-.J-ter-• JL.:
XX
0
LINIIY KCSS OR FM ' DEC : N& L I I I
EKIROSIONS KISS N011D. Sid iCOMl. III T-
ArFROVED AS C041PL'nr'i VAIN 114E
SOUTHC E PREMD R ENDdT
sr 911 E..IEFFERD
PROD' 'CC;rRolomSlon PI1iSBURFi, KS 66762
BUR; ME CCfAPUn:1CS 0, E
ACCEP v WCE No. 61 - 01 I tl 0
31-1028—EM-0
SHEET 5 OF 6
REVISION LEIIER
OTHER GLAZED6DOOR PANEUSIDELITE STYLES W/SURFACE APPLIED MUNT.INS 7
MAX 9.
00 00 00 00 110 a oo .o< .
o, .e.. ,o, .e., oo_, .o, .o, o00 00 00 00 00 ..,, M
o0 00 00 00 00 00 00 oeaa 1010
PD-
18 PD-19 PD-20 PD-21 PO-22 PD-23 PD-24 PD-25 PD PD 28 PD 29 PD 30 PD-71 PD J2 PO-33 PO 34 26
PD-27 o
000 0 0 1113
130 BOB DUD a a o a o PD-
35 PO-36 PD-37 PD-38 PD-39 PO-40 PD-41 PO-42 PD-43 PD-43A PD-43B 36"
I¢
MAX 79
1/16 O M
x o 0 0 0 D 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 SL-
10 SL-20 SL-30 SL-60 SL-50 - LIMIIY
UK(SS Will), FRAL 9LL + KIRUSIX
KISS Will), SK QMl. IaT APPROVED
AS COMPLYING WITH THE LIR
R(VIR BA1( PAR[
NA1:PREMDI]R DOOR OPTIONS SOUTH
FL}g j A lMING DAI MAIL; B,
J{
J(j PREMDDR
ENTRY SYSTEMS 31-1028-EM-8 Pz00
r NTFOLOIVISION 911 LIFF(m SHEET 6 OF 6 SUILMING
CODE COM;)LL3JtCE OFFICE PIIISM, KS 66762 UNCE
NO 07-03 1 o R(VIS19I LUI[R
TRUSS INDEX SHEET
Per Rule 61G15-31.003 of the Florida Board of Engineers
Customer: MORRISON
Job Identification: Z21857F
Address 1 VENETIAN BAY
Address 2 LOT 78
Jurisdiction: CITY OF ORLANDO
General Building Design Information
Florida Building Code - 2001; Chapters 16 and 23
r
ANS11Tpl 1
Design Loads
Roof: 37 PSF
Floor: —
Wind: 120MPH ASCE 7-98
SMYTH LUMBER CO.
ROOF TRUSS DIVISION
2722 SOUTH APOPKA BLVD.
APOPKA, FL 32703
407-299-1522
FAX: 407-299-9153
Engineer of Record ROBERT MONTA OF 237 S WESTMONTE DR., STE 210, ALTAMONTE, FL PE#33709
Or Building Designer:
Alpine Engineered Products Design Software
Seal Date: 12-Feb-04
Truss Engineer: William M. Ranieri
FL Lic.# 42704
The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for
the truss component designs listed and included in this truss package. The attached component designs are valid only if depicted with a copy of
the Truss Engineer's ink -stamp seal.
Standard Detail Designs: Std. Gable, Struct. Gable, Comer Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42
Number of Drawings:
Truss ID:
R-1 H1
R-2 H2
R-3 CJ5p-rus)
R• E.17
R-5 E2
R-6 CJ1
R7 CJ3
R-8 CJ3(STUB)
R-10 C4
R-16(2PLY) CJ5
R-11
R-12
R-14
R-15
R-20
R-21
R22
R-24
R-25
R-26
R-27
R-28
V1
V2
V3
V4
V5
V6
V7
39 Plus Standard Details
R lNS RE" r-WED
C1 i 'l (;F SANFORD
Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023. Board of Professional Engineers
I
MIMMMMMMIMMMINUMMMUMIM 0-SMA
I 1
1 1
1 It
Nis
Elm
1
i
Ili rim1® zba all6Rr'W WWriyaeewom
William M.
1r
12 •
o
a 3iw'
j ..
5
DACI: rc"N.v 1
VI nr rEAE WALLS
SMYTH LAM6EF, GO
F.00F TFLJ,6 ONF,1011
27ZZ `)OUTH 41`01' 4 P•LVC,
APOPI;4. FL. 3Z703
107) 2cicl - 1522
FAX H07) 2Nq - G153
Engoieering Gertlficote
of 4utliori_nuon $ a21,15
NOTES
I) r 9 TIE LXUO'.5 re-W01rSEUfr TO
V$F} nlU^ rL"eker RYi YPI
Tnryi [[YII Pf..lffi IGAhT f$0
PATE
r,(r•RRlly Yr, f`E;til Nipli
QIE 'T1w11.2u YM/Tn H/Ri
1 igIYES LIST Il T rf crri Lf ALTO,
N uA ..Y.ITMIIrr rTvr AUMrCA1C11
el .A, TH TNfi cnrurr
j) TRt.CS T T Yt art tr Y.Tfjlel
VITM.VT A1im1nZAT"4 "1 K MA'Cn
Cr MAUP AT a^T4%U-5 E S t
t) DAnrwr(t'r Pr Yri IIn.U.IVTK
carfloa,.mtivr mr rEVE. Yn
TTTTQI CLI"17 6 Y ,TH TiVryS UWAiii
DETAIL-`):
1) rats TO IE 9 .LC \+O r •n 1 h rar
KUCUli. Ih TALA ML At P,
Mr( Ar, K.cl re
rE Er TO e1+EOS n.n+;5 RT
r1511=E11T erAc" rTo tv
1) AL in'C+aW"r, TnrtS
M vult, rr"Vf
ArrT Et c(UUTEL1 rOl a,
Lr r96 TO VATLE r Tnlyj
PETALS rcr ALTMIATE
N•cIY I'MmUrTS
ALL VALLEYS TV DE C(TNVMIALL\
FrAeP (" riL re
11 IITEVkr LJAI EeAF1.5 .ALLS
Hh ' Cf lrlrfi MY+$S TJ A 'Lt5l, 1Mh1• cf 1K .;YrhAG, TFOr. LI LESS
IL Tm JREPR't
HUS26
c91- HHUS262 OR THD211-2
1M1• HHUS4e OR THD/e
1E,- HGUS26.2 OR THDM6.2
V - HGUS25.2 OR THDH262
1a- HGUSI6•3 OR THDH2e-3
T1T • SLRJR210 OR SKH210E/R
1?I • HGUS46 OR THDHIe
1 THA422 OR MSH422
1P - THAC422 OR MSH4221F
15. HUC-410 OR HN10ff
The Truss Englneefs seal, when apolled confirms the placement 01 "a truss framin, as It
relates to the ss designs spedfic for this structure The Wss framing is based upon the
reWew of plans, drawings and spedrrcations provided by the building design prolesslanal.
The building design professional has final approval of the Wss framingg and/or Wss
placement plan. The desiggn of the temporary and permanent bradng, the diaphragm system,
shear walls and structure elements to resist lateral loads from wind and/or seismic acfrvity Is
the responsib6ity of the building desiIgqn professional. Additlonal approval by the bultdingdesignprofessionalsha6lndge, bu[not be limited to, design loading, lengths, profJes,
pitches and depths.
t- • TKVZ OR HJC26
0NT.ACTP
ON ()
7 - ) Wr r)i )
n£
W/1' 0' CIAKA61f KEDUGTI()M
n• Lnr m renv r n,
rre niurJ, zap n n,
ccla5ir - c4l6511- - K-1 IH15 DWG PREPARED FROM COMPUTER INPUT (LOADS b-DIMENSIONS) SUBMIIItU BY IRUSS MFM.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
120 MPH WIND, 14.31 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
CALCULATED HORIZONTAL DEFLECTION IS 0.21" DUE TO LIVE LOAD AND 0.17' DUE
TO DEAD LOAD.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
5X6=
9-4-0
3X8(B5R)
1-4-0
2 X 4 III 3X6(A1) =
1.4.0
r
I
11-6-0
20-0-0 _1_
28-6-0
20-0-0
Dof
40-0-0 Over 2 Supports
R=1561 U=480 W=8" R=1561 U=480 W=8"
PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.00 OTY:8 FL 1 R Scale 1875" Ft.
WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND
ORAC ING REFER 10 H18-91 (HANDLING INSTALLING AND BRACING). PUBII SHED BY TPI (TN USS PLATE
I NSTITUIE. SBJ D'ONOFR IO DR .. SUITE 200, MAD I SO N. YI SJ719), fOR SAFETY PRACTICES PRIOR 10
PERFORMING THESE FUMCiIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HA YE PROPERLY ATTACHED
M..
t IF1 (•'. w
y,•.(`
T C L L
T C D L
20.0
7.0
P S F
P S F
R E F R 3 5 2-- 9 3 1 7
DATE 0 5 2 3 0 3
S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
DRW SLTUSR352F200FTRUSSDIVISION
IMPORTANT**FURNISH A COPY OF THIS DESIGN 10 1HE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS.
j 110.42704 BC DL 10.0 PSFINC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
SLT-ENG WMR
2722 SOUTH APOPKA BLVD. RU ILO THE 1RUSSCS IN CONFORM ANCC YITH TPI: OR FA BR IC A TIN6. HANDLING. SHI PING. INSTALL IMG AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE ROVISIONS OF NOS DESIGN
71{
t STATE tQ BC LL 0.0 PSFAPOPKA,FL 32703 NATIONAL OF
S E 0 N 13306 407-
299-1 522 S ECIFICAl10N PUBLISHED BY TN[ AMCR ICAN FOREST AND PAPER ASSOCIATION) AND T I. Al IN[ CONNECTORS
ARE MADE OF 10GA ASTM AGSJ GRAD GALY STEEL. EXCE I AS NOTED. APPLY CONNECTORS TO AP
J. VVV OT0 T L D 37.0 P S F FAR: 407-2999153 EACH FACE OF TRUSS. AND UNLESS OTHERY I SE LOCATED ON THIS DESIGN, OSITION CONNECTORS PER y R% .
0 R"p'`•.. •'•
DU
R F A C 1.2 5 FROM S F PROFESSIONAL ENGINEERINGDRAWINGSIGO
A"C. THE SEAL ON THIS DRAWING INDICATES ACCE TANCE OF PROFESSIONAL ENGINEERING SPoAIA° RCS DNSIBILIiYSOLELYFORTHETRUSSCOMONENTDE51GNSHOWN. THE SUI IABILI TY AND USE OF THIS CERTIFICATE OF
AUTHORIZATION #92 18 TlFOR ANY NSE PARTICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 23 ANSICOMPONENT NESPACING24.0" JREF- 1530352_Z02
kL4ioD/r L61OD/1- - K-LJ inia unu r"ErAREu r"vri LvrlrulEn ilnrui LI-VMUa a UTr¢nalvna/ auvruiw u
TOP CHORD 2x4 SP #2 120 MPH WIND, 14.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
BOT CHORD 2x4 SP #2 WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND
WEBS 2x4 SP #3 BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.21" DUE TO LIVE LOAD AND 0.17" DUE
TO DEAD LOAD.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
3X8(B5R)
1.4-0
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24' OC.
2 X 4 III
5 X 6 =— 5X6=
3X815
2 X 4 III
2.5X4 0
6 r 6
5X60
5X6s
3X8!m
5X14 = 2-8-0
2.95
2X4111
1 1
1.
9-4-0
6X8m 6X8!m 2X4III
2 X 4 III 3X6(A1)
1-4-0
h
zo-o
1, 19-0-0 19-0-0
11-6-0 28-6-0
tE 40-0-0 Over 2 Supports
J
R=1561 U=481 W=8" R=1561 U=481 W=8"
PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:2 FL 1 R - Scale=.1875" Ft.
YARNING•' IRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND
M. T C L L 2 0.0 P S F R E F R 3 5 2-- 9318BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
i ITS 111UTE. 583 D'ONOFRIO DR.. SUITE 200. MADISON. WI $3719). FOR SAFETY PRACTICES PRIOR 10
T C D L 7. 0 PSFF DATETE 0 5/ 2 3/ 0 3PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED • t1F1 ••• E S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. r .
ROOF TRUSS DIVISION ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALINE ENGINEERED f No. 42%O4 '' BC DL 10.0 PSF DRW SLTUSR352
PR OOUCTS, INC SHALL NOl BC 0.CSPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO { y •
r- 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH T I: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND B 1. L L 0 . 0 P S F S L T - E N G / WM R
APOPKA. FL 32703 BRACING OF TRUSSES. THIS OESIGN CONFORMS WITH APPLICABLE /ROVISI0M5 OF NOS (RATIONAL DESIGN
VS
STATE OF ;
SP EC IFTCATION UBLITHCD BY THE AMER ICAN FOR CST AND AP ER ASSOCIAIIOU) AND TPI. AIP I IIC407-299t sz2 5' OR10
FAx: 407-2999153 CONNECTORS
ARE MADE OF 20GA ASTM A653 GRAD GAL Si EEL. EXCEPT AS NOTED. APPLY CONNECTORS TO P.f TOT.LD. 37.0 PSF SEON 27039 EACH
FACE OF TRUSS. AND UNLESS OTHERWI SC LOCATED ON THIS DESIGN. POSITION CONNECTORS PER nR+ ..•„•.....
DRAWINGSA-Z. PROFESSIONAL
ENGINEERING RE SPO iS T B IL T TY SRIL E L YT F OR HE
S THE
ONEAL
THISCOMPORE
NI OESIGNTSHOWNES ACCEPTANCE HE
SUITABILITYOAND USENAL OFENGINEERING
THIS
V
NAf`E DUR.FAC. 1.25 FROM SF CEFtnnr-
ATE OF AUTHORrzAnoN#9218 COMPONENT FOR ANY PAR 7ICUL AR 8UILOING IS THE RESPONSIBILITY OF THE BUIl0ING DESIGNER, PER May 23 SPACING 24.0" JREF- 1S30352 Z02 ANSI/TPI 1-1995 SECTION 2
cci[s:)Ir - cciuZ)Ir - K-s) 1nIb UNLI FKtrAMtU rMUN LUMFUItK I-YUI (LUAUZI &*ULPIt NJIU.YJ) ZlUDPIIIiCU DI IMU33 1-1-
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EOUALLY SPACED
ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REOUIREMENTS.
120 MPH WIND, 13.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 6.50 FT FROM ROOF EDGE, CAT 1[, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
CALCULATED HORIZONTAL DEFLECTION IS 0.22" DUE TO LIVE LOAD AND 0.18" DUE
TO DEAD LOAD.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
5X8= 5X6=
9-4-0
2X4 III
3X10(F1) s
2X4 III 3X6(A1)
1-4-0 1-4-0
ti
17-0-0 6-0-0 17-0-0
11-6-0 28-6-0
40-0-0 Over 2 Supports
R=1561 U=483 W=8' R=1561 U=483 W=8"
PLT TYP. Nave TP195 R Design Crit: TPI STD FLBC 6.10 0TY:2 FL 1 R Scale 1875" Ft.
WARNING-- TRUSSES RCOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND T C L L 20. 0 P S F R E F R 3 5 2-- 9 3 1 9BRACING. REFER TO H1891 (HANDLING INSTALLING AND BRACIIIG). PUBLISHED BY TPI (TRUSS LAIE
1 NSTITUIE. SBD D'ONOFRIO DR.. SUITE 200. MAD ISON, WI S]719). FOR SAFETY PR ACTIC(S PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS DIMERNISE INDICATED. TOP CHORD SHALL NAVE PROPERLY ATIACHED
Q• tlFl (;'•,
T C D L 7.0 P S F DATE 0 5/ 2 3/ 0 3
S MYTH LUMBER CO. SIq UC TUR AL PANCI S. BOTTOM CHSMALL HAY[ A RO PCRLY ATTACHED RIGID CC ILING.
Tii-
t No. 4•2704
RooFTRussDmsloN
IMPORTANT•' FURNISH A COPY OF TN IS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PR 00 UC iS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
BC DL 10.0 PSF DRW SLTUSR352
SLT-ENG WMR
2722 SOUTH APOPKA BLvD.
APOPKA, FL 32703
BUILD THE TRUSSES IN CONFORMANCE WITH iPl; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
BRACING OF TRUSSES. 1H IS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
0001 STATE OF
Q BC LL 0.0 PSF
407.299isz2 SPECIFICATION PUBLISHED Br fN[ AMER ICAN FON EST AND PAPER ASSOCIATION) AND T I. ALINE L(
VFAX:
407-299 9153 CO
NN CC TORS ARE MADE OF TOGA AST- AGS7 GRAD GALV, STEEL. EICE COCO11RECTORS TO PI ASNOTED, AI PLYTOT EACH FACE
OF 1RUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, 0SITION CONNECTORS PER n ti. .
y' RP • ue
AD.
37.
0 PSF SEON 27041 DUR.FAC.
1.25 FROM SF DRAWINGS ICAOA,I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING
RES O NSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 24.
0" JREF- 1530352_Z02 CERTIFICATE OF
AUTHORQATTON N9219 ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 23 '03 ICOMPONPITIFOR SCCTIONCULAR
L415111- - ccl EstIiP - K-4) 1111, uRu vmcrNKCU rMvn t,vnruicm Xnrui LLVAUJ 0 vincnJlvnZI) work IIr_U DI —UJJ nrn. TOP
CHORD 2x4 SP #2 BOT
CHORD 2x4 SP #2 :B3 2x4 SP #1 Dense: WEBS
2x4 SP #3 CALCULATED
HORIZONTAL DEFLECTION IS 0.22" DUE TO LIVE LOAD AND 0.18" DUE TO
DEAD LOAD. DEFLECTION
MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X8=
120
MPH WIND, 13.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE
IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF
OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. A)
2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EOUALLY SPACED
ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 2X4
III 5X8= 3Xb
5X6%
5 X 6 6
I — A)
6
5X6=
3X6=
2-
8-0 3X6(
A1) 2.
95 I 63 2X4
Ill 1 +
9-4-0 7X10=
ri 5X6= 5X12= 3X8(
B5R) 2X4 III 14-2-0 1-
4-0 OPTIONAL
INTERIOR BEARING 1.
4-0 I
15-0-0 I_ 10-0-0 -L- 15-0-0 _I 11-
6-0 28-6-0 .I 40-
0-0 Over 2 OR 3 Supports R=
1561 U=486 W=8" R-1561 U-485 W-3.5" R=1561 U=485 W=8" PLT
TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:2 FL 1 R - Scale=.1875" Ft. WhRHING••
TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING ANDM. w T C L L 20.0 P S F R E F R 3 5 2-- 9 3 2 0 BRACIIIG. REFER 10 HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE P' /r I
IISIITUTC. SB3 D'ONOFR10 OR., SUITE 200, NADI SON, WI 53 /19). FOR SAFETY PRACTICES PRIOR 10 P CRF
ORMING THCSC FUN[ 110175. UNLESS OTHCRWI SC INDIC AfCO. TOP CHORD SH All HAVE RO ERIY ATTACHE tlFl •.••• T C D L 7 . D P S F DATE 0 5 / 2 3 / 0 3 S MYTH
LUMBER CO. SiRUCTURAE PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHCO RIGID CC ILING F200FTRUSSDIVISION •IMPORTANT••
FURNISH
A COPY OF THIS DESIGN TO THE INSTALLATION CONIRACi00.. ALPINE ENGINEERED f No.
Ai2%
04 •' BC OL 10.0 PSF DRW SLTUSR352 PRODUCTS, INC.
SHALL NOI BC RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO y ',y 2722 SOUTH
APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND / ~I APDPKA, FL
32703 BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF t BC LL 0.0 PSF SLT-ENG /WMR SPECIFICATION PUBLISHED
BY INI AMCR IC AN FORCSf AND PA ER ASSOCIATION) AND fPl. ALPINE •• f 407-299.1522 CONNECTORS ARE MADE OF 20GA ASTN A653 GRAD GAL Y. STEEL. CLCEPI AS NOTED. APPLY CONNECTORS 10 OR,O•a TOT. LD. 37.0 PSF SEON- 40502 FAx: 407-
2999153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •`•..,,,, .•'••` PROFESSIONAL ENGINEERING
DRAWINGS 160
A -I. THE SEAL ON THIS DRAWING INDICATES ACC EP TANCC OF ROFESSIORAL ENGINEERING s/A6 OUR. FAC. 1.25 FROM RH RE SPON5IB
ILIIY i40LELY FOR 1HC TRUSS COMPONCIII OESI GN SHOWN THE SUITABILITY AND USE OF THIS RYY DD CERTIFICATE OF
AUTHORIZATION #921e COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 2 3 ANSI/TPI
1.1995 SECTION 2. SPACING 24.0" JREF- 1S30352_Z02
c lu5ir czla5ir K-5 THIS UYG PHLPARLU HUM CUMPUILR INPUI (LUAUS S UIMLNSIUNb) SUUMIIILU CT IHUSS Mk-K.
TOP CHORD 2x4 SP #2 :T1 2x4 SP #1 Dense:
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
3X10(F1) s
1-4-0
t
5X8=
2X4111 2.5X4=
120 MPH WIND, 12.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
CALCULATED HORIZONTAL DEFLECTION IS 0.24' DUE TO LIVE LOAD AND 0.20" DUE
TO DEAD LOAD.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
2X4111 5X8=
5X6%
5X6
6 r
6
T1
5X12=
2.5X4
2.95
2-8-0
2X4111
9-4-0
6X106X8!a 2X4III 2
X 4 III 3X6 (A1) 1-
4.0 13-
0-0 4-0-0 13-0-0 11-
6-0 28-6-0 40-
0-0 Over 2 Supports R=
1561 U=488 W=8" R=1561 U=488 W=8" PLT
TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R - Scale=.1875" Ft. YARNING••
TRUSSES gEO1 ( EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND \ M. Rw_ T C L L 20.0 P S F R E F R 3 5 2-- 9 3 2 1 BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE {5 "j
INSTITUTE. SB3 D'ONOFRIO DR.. SUITE 200. MADISON. YI 53719). FOR SAFETY PRACTICES PRIOR TO ••t... ••• PERFORNINGTHESEFUIICTIONS. UNLESS 0THERXISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED + V: ( ••,, TL. D L 7.0 P S F DATE 0 5 / 2 3 / 0 3 S
MYTH LUMBER CO. SIR UC TUR AL PANELS. BOTT ON CHORD SHALL HAYC A PROPERLY ATTACHED RIGID CEILING. .idp ` ie L ROOF
TRUSS DIVISION IMPORTANT•• FURNISH A COPY OF 1H15 DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED s N8.42704 S BC DL 10.0 PSF DRW SLTUSR352 PqODUCTS. INC. SHALL NO BE RESPONSIBLE FOR AMY DCVIA TI ON FROM THIS DESIGN; ANY FAILURE TO 1 1 = 1 2722
SOUTH APOPKA 6LVD. BUILD THE TRUSSES IN CONFORMANCE VITH TP1: OR FABRICATING, HANDLING. SHIPPING. INS CALLING AND 7f 7{ 7R B
C L L 0.0 P S F S L T E N G / 4JM R APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN•STATE OF t SPECIFICATION
PUBLISHED er THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE I 407-29g1 522 CONNECTORS
ARE MADE OF 20GA AS TM A653 GR40 GALY. STEEL. [ICEPT AS NOTED. APPLY CONNECTORS 10 / ti<OR10.•f TOT.LD. 37.0 PSF SEON 26905 FAX: 407.299.9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DCSIGII, POSITION COIIN EC TOAS PER •p'•
N. .•[' PROFESSIONAL
ENGINEERING DRAWINGS
160 A"2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S7ONAf`E ° DUR.FAC. 1.25 FROM SF RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDCSIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE
OF AUTHORIZATION 09218 /COMPONENT) FOR ANY SECTIOPARTICULARBUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 23 SPACING 24.0" JREF- 1530352_Z02
L610JY1- - L41C)Dfr - K-O
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3 :W9 2x4 SP #2:
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED
ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REOUIREMENTS.
CALCULATED VERTICAL DEFLECTION IS 0.59" DUE TO LIVE LOAD AND 0.49" DUE
TO DEAD LOAD AT X = 19-9-0.
3X10(F1) T;
1-4-0
r
120 MPH WiND, 12.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 6.50 FT FROM ROOF EDGE, CAT It, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
CALCULATED HORIZONTAL DEFLECTION IS 0.29" DUE TO LIVE LOAD AND 0.24" DUE
TO DEAD LOAD.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
1OX10 (R) III 3X8= 5X6=
6X6= 5X6=
L — -11 1-- UAU=
3X6(A1)
1.4.0
r
11-0-0 8-0-0 11-0-0
11-6-0 28-6-0
40-0-0 Over 2 Supports
J
R=1561 U=490 W=8" R=1561 U=490 W=8"
9-4-0
PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R - Scale=.1875" Ft.
NARNING•• TRUSSES RCOUIRC EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND M - 9 3 2 2TCLL20.0 P S F R E F R 3 5 2ORACIIIG. REFER TO HIB-9l (HANDLING IIISIALLIIIG AND BRACING). PUBLISHED BY TPI (TRUSS PLATE _
Y/
IN SIITUTTE. 5B7 D'OHOFR IO OR SUITE 200. MADISON. WI 571I9). FOR SAFETY PRACTICES PRION TO ` .,'•ppt lFl( • ,w
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDIC.IEo. TOP CHORD SHALL HAVE PROPERLY ATTACHED fir- ' T C D L 7.0 P S F DATE 0 5 / 2 3 / 0 3
S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. !G 1
ROOF TRuss DlvlSloN ';
IMPORTANT*FUR ISMSH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER ED f Nc.447O4 3 BC DL 10.0 PSF DRW SLTUSR352
RODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SXIP IIIG. INSTALLING AND ; B C L L 0 . D P S F S L T - E N G VIM R
APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN .p 1 STATE OF / '
407-2931 522 SPECIFICATION PUBLISHED BY THC AHERICAN FOREST AND PAPER ASSOCIATION) AMD TPI. ALPINE A % ^-
FAx: 407.2999153
CONNECTORS ARE MADE OF 20GA ASTM A657 GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO J XQR1O•.•• TOT. LD. 37.0 PSF SEON 27059
EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER np......"`
PROFESSIONAL ENGINEERING
DRAWINGS I60 A-Z. THE SEAL ON 1HIS DRAWING INDICATES ACCCPIANCC OF PROFESSIONAL ENGINEERIIIG NAIL DUR.FAC. 1.25 FROM SF
0.ESPB?SIBIL ITY SQLELY FOR THE TRUSS COMPONENT DC SI GN SHOWN. THE SUI IABILI TY AND USE OF THIS
CERTIFICATE OF AUTHORTZAT10N#9219 COMPONENT FOR ANY PARICULAR BUILDING IS THE RESPONSIBILITY OF THC BUILDING DESIGNER. PER May 23 'O.t SPACING 24.0" JREF- 1S30352_ZO2 ANSI/TPI 1-1995 SECTION 2.
c irs5ir - tllb t - Ki IRIS UWU PRtPARLU FROM COMPUItN INPUI (LUAUS b,U1MLNbl Uj4b) bUIIMIIItU UT INUbb MFR.
TOP CHORD 2x4 SP #2 :T2, T3 2x4 SP #1 Dense:
BOT CHORD 2x4 SP #2 :B2 2x6 SP #1 Dense:
WEBS 2x4 SP #3 :W11 2x4 SP #2:
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
120 MPH WIND, 11.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 6.50 FT FROM ROOF EDGE, CAT ll, EXP B, WiND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
CALCULATED HORIZONTAL DEFLECTION iS 0.39" DUE TO LIVE LOAD AND 0.32" DUE
TO DEAD LOAD.
CALCULATED VERTICAL DEFLECTION IS 0.95" DUE TO LIVE LOAD AND 0.78" DUE
TO DEAD LOAD AT X = 19-9-0.
5X10= 3X4= 2.5X4= 5 X 6 =— 3X10= 5X10=
9-4-0
3X10(F1)
1-4-0
h
G A" Ili U A U- J A U-
3X6(A1)
1-4-Q
h
9-0-0 _I_ 22-0-0 _I_ 9-0-0 I
11-6-0 T 14-7-12 --r 13-10-4 )
Le 40-0-0 Over 2 Supports
R=1561 U=493 W=8" R=1561 U=493 W=8"
PLT TYP. High Strength,
Wave TPI95 R Design Crit: TPI STD FLBC 6.10 •0 TY:1 fL 1 R Scale 1875" Ft.
WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND
BR ACING. 0.CF CR TO XIB -91 (HA NDLING INSTALL IHG AND BRACItIG). PUBLISHED BY iPi (TRUSS PLATE
I HSTITUTC. SBD O'OHOFRIO DR., SUITE 200. MA0I SON. VI SJ719). FOR SAFCiY RACTICCS R IOR TO
P CRFOAMIHG THESE FUNCTIONS. UNLC SS OTHCRVISE INDICATED. TOPCHORD SHALL HAVE PR OPERIY ATTACHED
IFI ••,
T C
T C
L L
D L
20.0
7. D
PSF
PSF
REF R 3 5 2-- 9 3 2 3
DATE 0 5/ 2 3/ 0 3
S MYTH LUMBER CO. STRUCTURAL PANELS. ROiTON CHORD SMALL HAVE A PROPCRIY ATTACHED RIGID CEIIIXG.
DR4J SLTUSR352IMPORTANT•• FURNISH ACG/Y OF THII DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDIMPORTANT- t No. 42704 S BC DL 10.0 PSFROOFTRuSSDIVI51oNTS. INC. SHALL NOT RE 0.CSPONSIBI[ FOR ANY DEVIATION FROM THIS DESIGN: ANY FAllU0.0 TO
2722 SOUTHAPOPI(A BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH iPl: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
BRACING OF Tq UIIE S. THIS DESIGN CONFORMS VIiH APPLICABLE PROVISIONS OF NDS DESIGN
1*
STATE OF • BL. LL 0.0 PSF SLT-ENG 4JMR APOPNA, FL. 32703 NATIONAL 407-
299.1 522 SPECIFICATION PUBLISHED BY THE R SCAN FOREST AND PAPER ASSOC IATIOM)TAND
TPI
AMCAGSI FAx: 407.
2949159 CONNEC i00.
3 ARC MADC OF 20GA ASiM GR AO GAL Y. ST(CL. CIC CPT AS NOED. A.PLY CONMAIDINC EC TORSTO EACH FACE
OF TRUSS. AND UIIL ESS OTHCRVISC LOCATED ON THISDCSIGN, POSITION CONHCC TORS PER A` Q"• "•• TOT
L
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3 7.0 P S F S EON 2 7 0 3 5 D U R
F A C 1.25 FROM S F PROFESSIONAL ENGINEERING DRAYINGI160A•
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ORTUIlON 09218 R ESPONIIB IL
IT SOLCLY F00. THC TR UII COMPONENT DESIGN SXOVN. TMC SUITABILITY AND USC OF THIS ANSI/Ip COMPONENT
BUILDING IS
THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 23 '03 SPACING 24 0" JREF- 1530352_Z02
Z21857F - Z21857F - R-8) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 :T2, T3 2x6 SP #2:
BOT CHORD 2x6 SP #2
WEBS 2x4 SP #3
A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EOUALLY SPACED
ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REOUIREMENTS.
120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98. CLOSED BLDG, LOCATED
ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
6X6III 5X6= 8 X 8 =- 5X6= 6X6=
PPPPP4O4-009pg4i kh 6L
Ufa
2.5X411I
7X6= 5X4= 5X4(R III 7X6= 2.5X4III
4X6 (A1)
1-4-0
22-4-0 _
I
7-0-0 I 26-0-0 _1_ 7-0-0 _I
R=1365 U=414 W=8"
40-0-0 Over 3 Supports
R=3898 U=1098 W=8" R=904 U=284 W=8"
9-4-0
PLT TYP. Wave TP195 R Design Crit: TP1 STD FLBC 6.10 0TY:1 FL 1 R - Scale=.1875" Ft.
OR C MIGCREF •ER TOEHIS-91IR(HANDLING INSTALE EXTREMECAREILINGBANDBRIACING)NDPUBLISHEDIBYITPI IN(
TTRUSSINPLATE
G
AND IN
SIITUTE. 583 D'ONOFRIO DR.. SUITE 200. MADISON. WI 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING
THESE FUNCTIONS. UNLESS OTHERWISC INDICATED. TOP CHORD SHALT HAVE PROPERLY ATTACHED SiRUC
TURAI PANELS. BOTTOM CH ORO SHAH HAYS A PROPERLY ATTACHED RIGID CCIL IHG. IMPORTAIIT•- FURNISH
A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC.
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32703 407.299.
1 522 FAX: 407-
299 9153 BUILD THE
TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF
TRUSSCS. THIS DESIGN CONFORMS vITM APPLICABLE PROVISIONS OF NDS (NATIONAL OE SIGN SPECIFICAEION PUBLISHED
BY THE AM ER IC AN FOREST AND DAP ER ASSOCIATION) AND 1P1. ALPINC CONNECTORS ARE
MADE OF 20GA ASTM A653 GRAD GAL,. STEEL. EXCEPT AS VOTED. APPLY CONVECTORS TO EACH FACE
OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER f S
STATE OFj
l VVV O
R,Q••• V n%/•••••• BC
T
0
T LL L
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F S E 0 N 26938 DUR FAC . 1.
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T. THE SEAL ON THIS DRAWING INDICATCS ACCEPTANCC OF PROFESSIONAL ENGINEERING R ESPdNSIBILIiY SOLELY
FOR THE TRUSS COMPONENT DESIGN SHOWII. IHE SUITABILITY AND USC OF THIS SPACING SEE ABOVE
JREF- 1530352_Z02 CERTIFICATE OFAUTHORIZATON 09218COMPONENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER. PER ANSI/TPI 1.
1995 SECTION 2. May 23 'U
cclu5ir - LeIbn it - K-lu), THIS DING PREPARED FROM COMPUTER INPUT (LOADS B-DIMENSIUS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 :T3 2x6 SP #2:
BOT CHORD 2x4 SP #2 :B3 2x4 SP #1 Dense:
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC
5X6 (R) III
120 MPH WIND, 12.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP B. WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
2X4III 2X4III 6X8=
9-4-0
3X6(A1)
JAV-
2 X 4 III
5X8=
3X6(A1)
1.4.0 I 1.4.0tyE26-0-6- ty
13-0-0 — 14-0-0 _I_ 13-0-0 I
12-7-06-10-0 'T' 20-7-0 fE
40-0-0 Over 3 Supports R=
1107 U=378 W=8" R=1308 U=336 W=3.5" R=707 U=283 W=8" PLT
TYP. Wave TP195 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R Scale 1875" Ft. YARNING••
TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING ANO BRACING.
REF CR TO HIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY T I (TRUSS PLATE 1
NS 11fUTC. SB) D'ONOFR IO 00.., SUITE 200. MAO LION. YI 50 i 19). FOR SAFETY PRACTICES PRIOR TO CR
FORMING THESE FUNCTIONS. UNLES5 OTHERWISE INDICATED. TOP CHORD SHALL PROPERLY Rqy
tIF1 /••q' / T
C Tl.
L
L D
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0.0 7.
0 P
S F P
S F R
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ATTACHED STRUCTURAL
PANELS. BOTTOM CHORD SHALL HAVE PROPERLY V •%':` fGROOFTRusSDms(
oN A
ATTACHED RIGID CEILING. IMPORTANT••
FURNISH A COPY OF THIS OE SIGN10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f No. 42704 BC DL 10.0 PSF DRW sLrusR3sz PRODUCTS. INC SHALL NOT BE 0.ESPONSIBIC FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722
SOUTH APOPKA BLVD. APOPKA,
FL 32703 BUILD
THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING• INSTALLING AND BRACING
OF TRUSSES. THIS OE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN f
STATE
OF BC LL 0.0 PSF SLT-ENG WMR 407.
299 1 522 SPECIFICATION PUBLISHED BY THE AMER IC AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPI ME CONNECTORS
ARE MADE OF 20GA ASTM A650 GRAD GALY. STEEL. [IC(PI AS NOTED. TO A
O
R11Q... TOT 37.0 PSF SEON- 40459 FAX407.29ss153 APPLY
CONNECTORS EACH
FACE OF TRUSS. AND UNLESS OTHERY ISC LOCATED ON THIS DESIGN, POSITION CONNECTORS PER•/p"""" SPYNA LD.
DUR.
FAC. 1.25 FROM SF DRAWINGSI60A-2. INC SEAL ON THIS DRAWING INDICATES ACCEPTANCE OFPROFESSIONAL ENGINEERING PROFESSIONAL
ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TN II CERTIFIULTE
OF AUTHOREEATION #9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 23 '03 ANS12TPI1.1995 SECTION 2. SPACING 24.0" JREF- 1S30352_ZO2
LL1i15/F - LL167/1- - K-11)
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2 :132 2x6 SP SS:
B3 2x4 SP SS Dense:
WEBS 2x4 SP #3 :W4 2x4 SP #2:
A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED
ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
5X6= 2. 5X4 =
5X6=
inTJ unu rncrnncu rnun L1vnu1 a I -- - -1. .... '"-
120 MPH WIND, 12.07 FT MEAN HGT, ASCE 7-98: CLOSED BLDG, NOT LOCATED
WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
3X8= 5X6=
2.5X4 % 2.5X4
6 r 6X12= 6
6X12=
B2 (A)
2-8-0
9-4-0
3X4= 2X4111 2X4111 2X4111 63 5X10= 2X4III
3X6=
3X6(A1) — 2X4III 3X6(A1)
1.4.0
25-9-1
1.4-0
ti
1_ 11-0-0 _1_ 18-0-0 1_ 11-0-0 _I
19-5-0 - 20-7-0
40-0-0 Over 3 Supports =j
R=796 U=292 W=8" R=2147 U=593 W=3.5" R=179 U=180 W=8"
PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R - Scale=.1875" Ft.
YARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M. T C L L 2 0.0 P S F R E F R 3 5 2-- 9 3 2 6
DATE 0 5 / 2 3 / 0 3
INSTITUTE. SB3 D'ONOFRIO OR., SUITE 200, MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO
PE RF ORM IRG THOSE FUNCTIONS. UNLESS OIHCRWiSE INDICATED. TOP CHORD SMALL HAYE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
Pq ODUCTS. INC. SHAH NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
BUILD THC TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN COXF ORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY TH[ AM ER ICFOREST AN0 PAPER ASSOCIATION) ANO T I. ALPINE
COHNCC TORS ARC MADE OF 20GA ASIM A653 GRAD GAL P. STEEL. EICE T AS NOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER
tlFl •••
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1 : '
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P S F
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S MYTH LUMBER CO.
ROOF TRUSS DIVISION
2722 SOUTH APOPKA BLvD.
APOPKA, FL 32703
407.299.1 522
FAX(: 407.2999153
DRW SLTUSR352
S L T - E N G / WM R
S E 0 N 40461
D U R F A C . 1 . 2 5
I
F ROM SFPROFFSSIONAIENGINEERING
DRAWINGS 160 A•I. THC SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
0.ESP091 IBILITV SOLELY FOR THC IR USCOM ONE Ni OESI GN SHOWN. THE SUI TABILIIT AND USE OF THIS A` 1,
SPACING 24.0" JREF- 1S30352_ZO2CERTIFICATEOFAUTHORIZATIONTA9218COMPONENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER. PER
ANSI/T I 1-1995 SECTION 2.
May 23
kcuaaYr - cua:)ir - K-lc)
TOP CHORD 2x4 SP #2 :T2, T3 2x6 SP #2:
BOT CHORD 2x4 SP #2 :B2 2x6 SP SS:
B3 2x4 SP #1 Dense:
WEBS 2x4 SP #3 :W4 2x4 SP #2:
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
I KIJ UNU FNI:PAKtIJ rKUM LUMFUItK INFU I (LUAUS BTU IMtN]IUNQ) JUUMIIItU OT IKUZIJ MrK. 120
MPH WIND, 11.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN
6.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=
5.0 PSF. 7 ROOF
OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 3X8=
7X6= 2.
5X4 6X6= 2.5X4= 2X4111 6X6= 9-
4-0 3X6(
A1) 3X4=
7AO=
3X6 (
A1) 4,
0F 25-9-12 1
1-4.0-- L_
9-0-0 _1_ 22-0-0 _1_ 9-0-0 _1 le
40-0-0 Over 3 Supports R=
924 U=324 W=8" R=1807 U=502 W=3.5" R=391 U=185 W=8" PLT
TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R - Scale=.1875" Ft. WARM
ING•• TRUSSES RCOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND •BRACING. REFER
TO HID-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE qP T/ C• L L 20.0 P S F R E F R 3 5 2-- 9 3 2 7 I NSTITUTC. $
BJ D'ONOFRIO DR.. SUITE 200. MADISON. VI $3719). FOR SAFETY PRACTICES PRIOR TOZ1F1:?/ T C
D L 7. O P S F DATE 0 5/ 2 3/ 0 3 PERFORMING THESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHAH MAYE PROPERLY ATTACHED f' S MYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. G 01. IMPORTANT•• FURNISH
A COPY OF THIS DESIGN TO THE INSTALLA71ON CONTRACTOR. ALPINE ENG114EERED f N0. 42704 i ROOF TRUSSDIVISIONPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: AMY FAILURE TO *S 1 i BC DL
10.0 PSF DRW SLTUSR352 2722 SOLRJI
APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 7f : 7 B C
L L O . O P S F S L T - E N G W M R APOPKA. FL32703BRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ; STATE OF Q` / 407-299.
1 522 SPECIFICATION PUBLISHED DY THE AMERICAN FOREST AMD PAPER ASSOCIATION) AND TPI. ,ALPINE FAX: 407.
2999153 CONNECTORS ARE
MADE OF 20GA ASTM AGSJ 6RA0 GALY. STEEL. CLCCPT AS NOTED. APPLY CONNECTORS TO VV •.OR,O•• V TOT.LD. 37.0 PSF SEON- 40384 EACH FACE
OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER PROFESSIONAL ENGINEERING
DRAWINGS IGO
A•2. THC SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S YNA 4 D U R . F A C . 1.25 FROM S F RESPONSIBILITY SOLELY
FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUI TAB IL IT AND USE OF THIS CEPTIFICATE OF
AUTHORIZATION 09218 COMPONENT 1FOR ANY SEPARTICULAR BUILDINGIS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 23 01ANSI/TPCTION 2. SPACING 24.0" JREF- 1530352_Z02
L41055/r - LL107/1- - K-14
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2 :B2 2x4 SP #1 Dense:
WEBS 2x4 SP #3 :W7 2x8 SP #1 Dense:
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
2X4 (A1)
L1-4.0j
120 MPH WIND, 13.36 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
5X4=
0-7-0 1- 5.0j
I <
12-7-0
16-2-0 --
r —
1
8-8-0
5-1-0 J
j 21-3-0 Over 2 Supports
R=879 U=326 W=8" R=860 U=363 W=4"
9-4-0
PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:5 fL 1 R - Scale=.3125" Ft.
WARNING* TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
BRACING. REFER TO H1B•91 (HANDLING INSTALLING AXD BRACING). PURL ISH[D BY TPI (TRUSS PLATE
INSTITUTE. SBJ D'ONOFRIO DR.. SUITE 200. MADISO N, WI 5J 719). FOR SAF CiY PRACiIC CS PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE ROICRLY 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 0EVIA TION FROM THIS DESIGN, ANY FAILURE TO
BUILD 1HE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS APE MADE OF 20GA AST A65] GRAD GALY. STEEL. EXCEPT AS (TOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON TNT, DESIGN, POSITION CONNECTORS PE0.
G ptlFl
NO.42%O4 ,'
s
j
STATE OF
O R,OP`L%
T C
T C
BC
BC
TOT.
L L
D L
DL
L L
L D .
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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-- 9 3 2 8
DATE 0 5/ 2 3/ 0 3
S MYTH LUMBER CO.
ROOFTRUSSDIVISION
2722 SOUTH APOPKA BLvo.
APOPKA. FL 32703
407.299.1 522
FAR: 407-299.9153
DRW SLTUSR352
S L T E N G / WM R
S E O N - 2 3872
DUR.FAC. 1.25 FROM SLCPROFESSIONALENGINEERING
DRAWINGS 160 A-E. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
R E SPO(IS I B I LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SIT TABIII TY AND USE OF THIS SPoI-Af`
SPACING 24.0" JREF- 1S30352_Z02CERTIFICATEOFAUTTIORVATON09218COMPONENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER
ANSI/TPI 1.1995 SECTION 2.
May 23
ttla5ir - ttiu5ir - K-17)-
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2 :B2 2x4 SP #1 Dense:
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
2X4 (A1)
L-1-4-o
IHIb UWb PHLPARLU FROM LUMPUILH INPUI (LUAUS 6•UIMtNbl Uiib) bUUMII1tU CT IMUbb MI-K.
120 MPH WIND, 11.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B. WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
4X8= 2X4 III 3X8= 2X4=
0-7-0
9-0-0 _1, 12-3-0 1
12-7-0 8-8-0
31
21-3-0 Over 2 Supports
R=854 U=291 W=8" R=800 U=264 W=4"
9-4-0
PLT TYP. Wave TPI95 R Design Crit: TP1 STD FLBC 6.10 OTY:1 FL 1 R - Scale=.3125" Ft.
WARNING" TRUSSES RCOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND
BRACING. T C L L 20.0 P S F R F R 3 5 2-- 9 3 2 9REFERTOHI8-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS,PLATE
INSTITUTE, SBD O'ONOFR 10 D0... SUIT( 200. MADISON, YI T7719). FOR TAF FTY PRACi1C CS PRIOR TO
PFRF ORMING iMC TE FUNCTIONS UNLESS OTHERWISE INDIC ATCD. TOP CHORD SHALL NAVE ROPER LY ATTACHED
ICE
T',.•••••//•
IFIC - T C D L 7.0 P S F
E
DATE 0 5 / 2 3 / 0 3
S MYTH LUMBER CO. SI0.UCTURAL PANELS, BOTTOM CHORD SMALL NAVE A PROPERLY ATTACH[. RIGID CEILING.
IMPORTANT•• FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i BC DL 1D.D PSF DRWROOFTRUSSDMSIONPRODUCTS. INC. SHALL SO B[ RCSPONS IBLC FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO No.42%Q4 SLTUSR352
2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
1 1
APOPKA.FL 32703 BRACING OF TRUSSES. THIS OESIG11 CONFOFRMS WITH A PLICABLE PROVISIONS OF NOS (NATIONAL DESIGN Bl, LL D. D PSF SLT-ENG WMR
407-2931522 SPECIFICATION PUBLISHED BY THE AM ER ICAN FOREST AND PAPER ASSOCIATIOIq AND TPI. ALPINE
CONNECTORS ASTM
STATE OF
k TOT. 37.0 PSF SEON 26972FAx: 407.299iJ153
ARE MADE OF 20GA A6TJ GRAD GALY STEEL. CIC[Pi AS NOTED. APPLY CONNECTORS 10
EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 4OR,O f(% LD.
DUR.FAC. 1.25 FROM AFPROFESSIONALENGINEERING
RAVINGS 160 A•Z. 1HC TEAT ON SNIT DRAWING INDICATES ACCEPTANCE OF IROF CSSIONAI ENGIHCCR ING
RCS ONSIBILITY SOLELY FOR THE IRUSS COMPONENT DESIGN SHOWN THE SUIIAS IL IT AND USE OF THIS S/n J v
CERTIFICATE OF AUTHORIZATION 09218 CNSI/TPITIFOR99ANSEPTROTNCULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 23 SPACING 24 D" JREF - 1530352_Z02
1Leld5 lr - L41011- - K-101CYLT TOP
CHORD 2x4 SP #2 :T2 2x6 SP #2: BOT
CHORD 2x6 SP #2 :132 2x4 SP #2: WEBS
2x4 SP #3 :145 2x4 SP #2: SPECIAL
LOADS LUMBER
DUR.FAC.=1.25 / PLATE OUR.FAC.=1.25) TC
From 54 PLF at -1.46 to 54 PLF at 7.00 TC
From 113 PLF at 7.00 to 113 PLF at 12.58 TC
From 54 PLF at 12.58 to 54 PLF at 20.67 BC
From 4 PLF at -1.46 to 4 PLF at 0.00 BC
From 20 PLF at 0.00 to 20 PLF at 7.00 BC
From 44 PLF at 7.00 to 44 PLF at 12.58 BC
From 20 PLF at 12.58 to 20 PLF at 20.67 BC
446 LB Conc. Load at 7.00 ROOF
OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION
MEETS L/360 LIVE AND L/240 TOTAL LOAD. L__
1-4-(j GX8=
Al)=
2
Complete Trusses Required NAILING
SCHEDULE: (0.1310.0_g_nails) TOP
CHORD: 1 ROW @ 12" o.c. BOT
CHORD: 1 ROW @ 12" o.c. WEBS :
1 ROW @ 4" o.c. USE
EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN
EACH ROW TO AVOID SPLITTING. LOADING
ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120
MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN
4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=
5.0 PSF. 3X4=
3X6= 2X4III 7-
0-0 13-8-0 12-
7-0 8-1-0 20-
8-0 Over 2 Supports _1
R=
1407 U=603 W=8" R=1112 U=615 W=4" T
1-
2-3 12L--
0-0 9-
4-0 PLT
TYP. High Strength, Wave
TP195 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R - Scale=.3125" Ft. WARIIING "
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-- 9 3 3 0 BRACING
RCFER TO HIB•91 (HANDLING INSTALIING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE.
SBl D'OIIOFRIO DR SUI1( 200. MADI SOH. VI SD119). FOR SAFETY P0.ACTICES PRIOR TO pt lFl j'•, PC RFORMIN6
THE SC FUNCTIONS. UNLESS OTHERVI SC INDICATED. TO CHORD HALL HAVE PR ORERLY ATTACHCD r4 V -7r••. 711 w T C D L 7. D PSF DATE 05/23/03 SMYTH LUMBER
CO. STRUCTURAL PANELS. BOTTOM CHORDSHALL HAVE A PROPERLY ATTACHED RIGID CEILING /ROOFTRUSSDIVISION FURNISH
A
COPY OF THIS DESIGN70 THE INSTALLATION COMTRACTOR. ALPINE CNGINCCRED No.42%O4 GGG BC DL 10.0 PSF DRW SLTUSR352 PRODUCTS. INC.
SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. AIIY FAILURE TO 2722 SOUTH
APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 1 APOPKA. FL
32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS VI TM APPLICABLE PROVISIONS OF NOS (NATIONAL OCSIGN STATE OF BC LL 0.0 PSF SLT-ENG /WMR 407 2951
522 SP EC IF IC A7ION PUBLISHED BY THE AMERICAN FOREST AIID A ER ASSOCIATION) AND TPI ALPINE t. A f FAx 407-
2999153 COIINECIORS ARE MAOE OF 20GA
ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED APPLY CORRECTORS TO 'A(y .,•OR,O'"• TOT. LD. 37.0 PSF SEON 26974 EACH FACE OF TRUSS. AND
UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER M C DRAWINGS 160 A-
E.
THE
SEAL ON IRIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Y 4 D U R . F A C . 1. 25 FROM S L C PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR
THE TRUSS COMPONENT DESIGN SHOWN. T H C SUI IABII I TY AND USE OF THIS " CERTIFICATE OF AUTHORV1lTON#921B COMPONENT
FOR AIIY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 23 '03 SPACING SEE ABOVE JREF- 1530352_Z02 ANSI/TPI 1.1995 SECTION2
cciu5ir - 1,116511- - K-ZU HIS UWG PREPARED I'ROM COMPUTER INPUT (LOADS S,UIMENSIUjIS) SU6MIIIEU UT MUSS MI-K.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #1 Dense
WEBS 2x4 SP #3
Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500'
5X4=
0-5-3
1
120 MPH WIND, 10.89 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 L/240 TOTAL LOAD.
i
0-8-1
F
8-0-0
2X4 (A1)
1_ 9-10-0 _1_ 9-2-8 _1
19-0-8 Over 2 Supports
R=716 U=213 W=6' R=694 U=209
PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:6 FL 1 R Scale 375" Ft.
WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND
BRACING. RCF ER f0 HI891 IX ANDLING INS7 ALLIHG AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUT[, 687 D'ONOFRIO OR.. SUITE 200, MA DI SO N, Y1 5J 719). FOR SAFETY PRACTICES PRIOR TO
ERFORMING TNESE FUNCTIONS. UNLESS 0THERW151 1NOfCATEO. TOP CHORD SHALL HAYE PROPERLY ATTACHED
M A—
4Q`I,'- T1F1 ('• • w
C•Y.'C'
T C L
T C D
L
L
2 0.
7.0
0 P S F
P S F
R E F R 3 5 2-- 9 3 3 1
DATE 0 5 / 2 3 0 3
S MYTH LUMBER CO. STRUCTURAL ANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING
DRW SLTUSR352ROOFTRUSSDrv1S10N
IMPORTANT•• FURNISH A CO Y OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
fG
i N0.42704 : BC DL 10.0 PSF
PRODUCTS. INC SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
S L T - E N G WM R
2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS
t
s STATE OFSTATUE B C L L D D P S FAPOPKA,FL 32703
407-299.1 522
DESIGN CONFORMS WITH A PLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPECIF ICAII ON PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
lQ`
t, 4
S E 0 N- 36080CONNECTORSAREMADEOF20GAASTMA657GRADGALY. STEEL. EICEPT AS NOTED APPLY CORRECTORS 10 0D T 0 T. L D. 37.0 P S FFAX: 407-299-9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CORRECTORS PER i 1•'•••••••••
D U R . F A C . 1.25 FROM A FPROFESSIONALENGINEERING
DRAWINGS 160 A 2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF ROFESSIONAL ENGINEERING
R CSPONSIB ILITY SOICIY FOR THE TRUSS COMPONENT DESIGN SHOWN, THC SUITABILITY ATIO USE OF THIS
s NA t
CERTIFICATE OF AUTHORIZATION #9218 COMPONENTANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 23 'UJARSI/TP IFOR YCPARTIPARTICULAR SPACING 24 D" JREF- 1530352_Z02
U ln5ir - K-el) IMI3 UMU rntrAHtU I-KUN LUPIrUItH IMrUI ILUAU3 a UInCIY3IU03) 3UDnIIICU DI IMU33 rlrn.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #1 Dense
WEBS 2x4 SP #3
Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500'
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
5X4=
2X4 (Al)
120 MPH WIND, 10.48 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.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
L-1-4.0j
I 10-0-0 _I_ 9-2-8 _I
LE 19-2-8 Over 2 Supports
R=807 U=291 W=8" R=696 U=204
i
0-8-118-0-0
PLT TYP. Wave TPI 95 R Design Crit: TPI STD 6.10 0TY:1 FL 1 R - Scale=.3125" Ft.
WARNING" TRUSSES REOUIRC EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND T C L L 20.0 P S F R E F R 3 5 2-- 9 3 3 2BRACING. REFER TO NIB-91 (HANDLING INSTALLING NHp BRACING). PUBIISHED BY TPI (TRUSS PLATE
INSTITUTE. SBJ D'OIIO FNIO OR.. SUIIC 200' INAO ISON, WI 5J719). FOR SAFETY PIT ACTIC CS PRIOR TO tlFl •'•, -1
PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED f %`••
w T C D L /. D P S F DATE D 5 2 3 D 3
S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CC ILIIIG. / /
ROOFTRUS9DIVISION ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED = NO.4i%04 1 BC DL 10.0 PSF DRW SLTUSR352
PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DE YIATION FROM THIS DESIGN: ANY FAILURE TO
2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE VI IH TP 1. OR FABRICATING. HANDLING. SHIPPING. III SI ALLING AND l p //-•
APOPKA.FL 32703 BRACIN6 OF TRUSSES THIS DESIGN CONFORMS VIiH APPIICABLC PROVISIONS OF NDS (.,TIONAL DC SIGN STATE OF Q` Bl. LL D. D PSF SLT-ENG /WMR
407.299 1 522
SPEC IF ICAiION PUBLISHED BY 1HE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE t fV
CONNECTORS ARE MADE OF 20GA ASiM A65J GRAD GALY. STEEL, EICEPT AS NOTED. APPLY CONN[CTORS TO., R:O •• Q TOT. L D . 37.0 P S F S E 0 N - 33888
FAx: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER _{•//•"'••
PROFESSIONAL ENGINEERING
DRAWINGS 160 A -I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING A` OUR . F A C . 1 . 2 5 F ROM A F
R E SP0 PSI ILI IY SFLELY FOR THE TRUSS CON PO TIC NT DESIGN SHOWN. I H I SU IIAB IL ITY AM0 USE OF IN
CERTIFICATE OFAUTNORIZATION 09218 COMPONENT 1FOR ANSCCII0NCUTAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 23 '03 SPACING 24.0" JREF- 1S30352_Z02
LIItfS/V - IeIk55ir - Kzz)
TOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
WEBS 2x4 SP #3
SEE DWGS A12030ECO901 6 GBLLETIN1001 FOR MORE REQUIREMENTS.
5X4=
6f-
2X4 (Al)
IL 2-8-0 _1_ 7-11-0 J
10-7-0 Over Continuous Support
R=108 PLF U=26 PLF W=10-7-0
Note: All Plates Are W2X4 Except As Shown.
I MIJ UNV FKtHAKtU FKUM LUMHUItK INFU I (LUAUZ. 8'UIMtNZj1 Vgiaq 3UDM111tu DI In Vaa rlrn. 100
MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15.00 FT MEAN HGT,
ENCLOSED, BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC
DL = 5.0 PSF. DEFLECTION
MEETS L/240 LIVE AND L/180 TOTAL LOAD. T
1-
8-3 ai-
0 PLT
TYP. Wave TP195 R Design Crit: TPI STD 6.10 OTY:1 FL 1 R - Scale =.375" Ft. HARMING••
TRUSSES REOUIRE EITREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING.
REFER TO H19-91 (HANDLING Ix STALLING AHD BRACIRG), PUBLISHED BY T 1 (TRUSS PLATE INSTITUTE,
SBJ D'ONOFR IO DR., SUITE 200. NADISON, NI B])19). FOR SAFETY PR ACTICCS RIOR TO PERFORMING
THESE FUNCTIONS. UNLESS OTHERYISE INDICATED. TOP CHORD SHALL HAYC PROPERLY ATTACHED STRUCTURAL
PANELS. BOTTOM CHO RO SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT••
FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS.
INC SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD
THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING
OF TRUSSES. THIS DESIGN CONFORMS NITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN M
iJ/(/
t1F1 (••-•`•.
V/ yr•(•
f
N0.42704 7
7f i 7C STATE
OF l T
C T
L. BC
B
C L
L DL
DL
L
L 30.
0 15.
0 10.
0 0.
0 PSF
PSF
PSF
P
S F R
E F R 3 5 2-- 9 3 3 3 S
MYTH LUMBER CO. ROOFTRUSS
IVISION 2722
SOtJIH APOPKA BLVD. APOPKA.
FL 32703 DATE
0 5/ 2 3/ 0 3 DRW
SLTUSR352 S
L T - E N G / WM R S
E 0 N- 18575 407-299.1 522 FAx: 407-
29991 53 SPEC IFICATIOn
PUBLISHED BY THE ANER ICAN FOREST AND PAPER " 0CIATIO H) AND TPI. ALPINE CONNECTORS Al,
HADE OF 20GA ASTM AGSJ GRAD GALY, STEEL. EICCPT As x0ttD. APrLr CONNECTORS TO EACH FACE
OF TRUSS, AND UNLESS OTHERWISE LOCATED ON INIS DESIGN, POSITION CONNECTORS PER Rom{ O
R\
Q TOT. L D. 55.0 PSF D U
R F A C . 1.3 3 f R 0 M A F PROFESSIONAL ENGINEERINGDRAWINGS1G0
AZ. THE SCAT ON THIS DRAPING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R E
SPON SIBILI7Y SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THC SUITABILITY AND USE OF INIS t ypLE SPACING 24.0"
JREF- 1530352_Z02 CERTIFICATE OF AUTilORIUTIONP19218COMPONENTIFORANYSCPARTICULARBUILDINGIS
THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 23
Z21857F - Z21857F - R-24) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS R DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
3-2-7
4X8=
2.5X4
120 MPH WIND, 16.11 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT ll, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
L<1.4-BYE1 -7-0->j 0.11 1-4.8Y
1, 5-1-8 _I_ 5-1-8 _I
10-3-0 Over 2 Supports
R=504 U=342 W=3.5' R=421 U=273 W=3.5"
3-2-7
0
PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R - Scale =.375" Ft.
WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
I NSiITUTE. 583 D'OROFAIO DR.. SUITE 100. MADISON. WI 53119). FOR SAFELY PRACTICES PRIOR TO
PERFORMING THE FUNCTIONS. UNLESS OTNCRN1 SC INOIC ATED. 10P CMORO SMALL HAY[ PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT•• FURNISH A COPY OF THIS DC SIGH i0 THC INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS. INC. SHALL N01 BC RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 10
TIFIG,••. /
s No• 4Z%04
T C
T C
BC
L L
D L
DL
2 0.0
7.0
10.0
P S F
P S F
PSF
R E F R 3 5 2-- 9 3 3 4
S MYTH LUMBER CO.
F200FTRUSSDfVISION
DATE 0 5 / 2 3 0 3
DRW SLTUSR352
SLT-ENG WMR2722SOUTHAPOPKABLvD.
APOPKA.FL 32703
407.299 1 522
BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPEC IFICATI0 PUBLISHED BY THE AMEN ICAN FOREST AND A ER ASSOCIATION) AND TPI. ALPINE
CO"" CTORS ARE MADE OF 2OGA ASTM A653 GRAD GALY. STEEL, EICEPT AS NOTED. APPLY CONNECTORS f0
STATE OF t71t•
VAAA 0 ,0•
L
S•ti0F ..t"
BC
TOT
LL
L D .
0.0
37.0
PSF
P S F S E 0 N 26992 FAx:
407-29991 53 EACH FACE OF TR U55. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER s/aNAIE DUR.FAC. 1.25 FROM SF PROFESSIONALENGINEERINGCERTTFTCGATEOFAUTHORIZATION#
9218 DRAWINGS
160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPOIIS181LITY
SQLELY FOR THE TRUSS COMPONENT DESIGN SNOW". THE SUITABILITY AHD USC OF THIS COMPONENTHC
RESPONSIBILITY OF THC 8UILOING DESIGNER. PEA TIFORANYSECTIONCULARBUILDINGIS7May 23 '03 SPACING 24.0" JREF- 1S30352_Z02
IIIbt)/r - cIIb!)/r - K-Z5) - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S+DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
3-2-7
W4012
2.5X4=
100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT I1,EXP B), 16.07 FT MEAN
HGT,ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND
BC DL = 5.0 PSF.
2.5X4= 2X4m
L<1-4-8>1<1-3-8>j 0-11-8
1-4-B Y
L 5-1-8 _1_ 5-1-8 _I
Le 10-3-0 Over 2 Supports
R=488 U=245 W=4" R=445 U=225 W=4"
3-2-7
0
PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.10 OTY:1 FL 1 R - Scale =.375" Ft.
WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
BRACING. REFER TO HIB .9I (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. SB7 D'OHO FR IO DR., SUITE 200. MAO ISON. YI 67719). FOR SAFETY PRACTICES PRIOR i0••t PEIHESE
FUNCTIONS. UNLESS 0THERY MA
INDICATED.
TOP CHORD SHALL HA YE PROPERLY ATTACHED M
IF1 •••
3
T
C T
C L
L DL
20.
0 7.
0 P
S F P
S F R
E F R 3 5 2-- 9 3 3 5 DATE
0 5 / 2 3 0 3 SMYTH
LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CELL IIIG. f• VF DRW
SLTUSR352 Fi00FTRUSSDIVISIONIMPORTANT••
FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED N0.42704 BC OL 10.0 PSF PRODUCTS. INC SHALL NOT BE RCSPOII SIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO S
L T - E N G WM R 2722
SOUTH APOPKA BLVD. BUILD THE TRUSSES ill CONFORMANCE WITH TPI: OR FAITRICAIING. HANDLING. SHIPPIN6. INSTALLING AND 7C
71N L
STATE B C L L D O P S F APOPKA, F1_ 32703 BRACING OF TRUSSES. THIS DESIGX CONFORMS WITH APPLICABLE PROVISIONS OF LIDS (NATIONAL DESIGN SPCCIFICATION
PUBLISHED BY THE AMERICAM FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE OF
Q` j
SEON 27048 407.
2991522 CONNECTORS
ARE MAOC OF 20GA ASiN A657 GR AO GALY. STCCL, EXCEPT AS MOTEO. APPLY CONNECTORS TO Q_R1o TOT. LD. 37.0 PSF FAIL: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER f`•
S''
NAf` D U R F A C . 1.25 FROM SF PROFFSSIONALENGINEERINGDRAWINGS
160 A.Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING CERTIFICATE
OF AUTHORQATION 09218 RESPONSIBILITY
SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS OMPONE
T1 FOR ANY COMPONENTSCPARTICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May .23 03 SPACING 24.0" JREF- 1530352_Z02
kcuoZ)/r - cciaD/r - K-co) " , ,. .,. ....,_- ......
TOP CHORD 2x4 SP #2 120 MPH WIND, 15.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, CAT II, EXP B. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
3-2-7
5X4= 5X4=
2,5X4o
6
2.5X4 0
6
3-2-7
0
2:A ri 2.5X4= 2.5X4= 2X4=
2.5X4=
L<1-4-8>•+E1-7-031J 0-11.0 1.4-8:..j
1 _ 2-11-8 _1_ 4-4-0 _ — 2-11-8 _I
10-3-0 Over 2 Supports
R=504 U=345 W=3.5" R=421 U=276 W=3.5"
PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 sawunaft, OTY:1 IFL 1 R - Scale =.375" Ft.
MARKING" 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-- 9 3 3 6BRACING. REFER TO HIB-91 (HANDLING INSTALLING AHD BRACING). PUBIISHE0 BY TPI (TRUSS PLATE
INSTITUTE. 583 D'ONOFRIO OR.. SUITE 200. MAGI SON, WI 57719). FOR SAFETY PRACTICES PRIOR TO ppSIFI••.
PERFORMING THESE FUNCTIOXS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAY PROPERLY ATTACHED .•"Sl- "7%••, 4 T C D L 7. 0 P S F DATE 0 5/ 2 3/ 0 3
S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. j!G
RooFTRUSSDIVISION ••
IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED l I o.4Z7O4 : BC DL 10.0 PSF DRW SLTUSR352
PRODUCTS. INC SHALL NOT BE RESPONSIBLE FOR AIIY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
2722 SOOT" APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANOLIMG. SHIPPING. INSTALLING AHD ; ? 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 PROVIS1 ON5 OF NDS (NATIONAL DESIGN STATE OF{ /
SPECIE ICAi ION PUBLISHED BY INC AMERICAN FOREST AND FAPCR ASSOC IAiION) AND TPI. ALPINE
407.299-1 522
CONNECTORS ARE MADE OF 20GA AS A653 GRAD GALV STEEL. EiCEPI AS NOTED. AP LY CONNECTORS TO 4 C 00--' v T 0 T . L D . 37. 0 P S F S E 0 N - 27002
FAx: 407-2999153 EACH FACE OF TRUSS. AHD UNLESS OTHERWISE IOC ATE ON THIS DESIGN. POSITION C01111ECTORS PER PVp l '
J
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TRUSSES REOUIRE EXTREME CARE INFABRICATION, HANDLING. SHIPPING. INSTALLING AND M. T C L L 20.0 P S F R E F R 3 5 2-- 9 3 3 7 •BRACING. REFERTO11B,91 (HANDLING II111AllING AND BRACING), PUBLISHED BY T I (TRUSS PLATE {, INSTITUTE. SB7
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LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING IMPORTANT•` FURNISH
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BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
2X4 (Al)
120 MPH WIND, 10.23 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT 1I, EXP B. WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC.
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PLT TYP. Wave TPI95 Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R - Scale=.3125" Ft.
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PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAYC 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
pp000CTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMANCE WITH TP 1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THi5 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
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TOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
WEBS 2x4 SP #3
SEE DWG VALTRUSS0699 FOR VALLEY DETAILS.
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R=70 PLF U=67 PLF W=2-8-0
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WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
PLT TYP. Wave TP195 R Design Crit: TPI STD FLBC 6.10 0TY:2 FL 1 R - Scale =.375" Ft.
WARNING TRUSSES REOU IRE EIINEKE CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY T/I (TRUSS PLATE
i NSfITUTC. SB7 D'ONOFRIO DR., SUITE 200. MADISON, VI 57119). FOR SAFETY PRACTICES PRIOR TO
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STRUCTURAL PANELS. BOTTOM CHORD SHALL HA YE A PROPERLY ATTACHED RIGID CEILING.
PIMPORTANT" FURNISH A COZY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
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TOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
WEBS 2x4 SP #3
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
SEE DWG VALTRUSS0699 FOR VALLEY DETAILS.
2X4
2 X 4 III
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11-4-3
2 X 4 III
4-8-0 Over Continuous Support
R=74 PLF U=39 PLF W=4-8-0
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WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R - Scale =.375" Ft.
MARRING'• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND
BRACING. RCF CR 10 HIB91 (HANDLING INSTAllIN6 AND BR AC IIIG). PUBLI SHOD BY TPI (TRUSS PLAT[
INSTITUTE. SB3 D'ONO FR IO OR .. SUI IE 200. MAD ISON, YI 53719). FOR SAFETY P AC 11CC5 PRIOR 10
PERFORMING THCSC FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE RRORERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHAH HAVE A PROPERTY AT7ACHCD 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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407-299-1 522
FAX: 407.2999 153
BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH lllLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
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SOLELY FOR THC TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY ANO USE OF THIS ComPOWENT
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TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #3
WEBS 2x4 SP #3
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
SEE DWG VALTRUSS0699 FOR VALLEY DETAILS.
2X4
2 X 4 III
10-4-3
2 X 4 III
6-8-0 Over Continuous Support
R=74 PLF U=30 PLF W=6-8-0
120 MPH WIND, 12.16 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
PLT TYP. Wave TP195 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R Scale 375" Ft.
WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBIiSMED BY TPI (TRUSS PLATE
INSTITUTE. 5BJ D'ONOFRIO OR.. SUITE 200. MADISON, VI SJ 119). FOR SAFETY PR ACTICES PRIOR TOTIFI
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED
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DRW SLTUSR352ROOFTRUSSDIVISION
IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i ND. 427O4 BC DL 10.0 PSF
2722 SOUTH APOPKA BLWD.
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
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FAX: 407-299.9153
CONNECTORS ARE MADE OF 20GA AST. A65J GRAD GALY. STEEL. EXCEPT AS NOTED. AI/LY CONNECTORS TO
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O R%OQ: TOT L D . 37.0 P S F S E O N 33926
DUR. FAC. 1.25 FROM RHPROFESSIONALENGINEERING
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SA'IVAtL
CEFMFICATEOFAUTORVATONA921E1 BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 23 ,UI101 SPACING 24,0" JREF- 1530352_Z02
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TOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
WEBS 2x4 SP #3
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
SEE DWG VALTRUSS0699 FOR VALLEY DETAILS
2X4
2 X 4 III
2 X 4 III
6 F--
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9-4-3
2 X 4 III
2 X 4 III
I le —8-8-0 Over Continuous Support BP
R=74 PLF U=32 PLF W=8-8-0
120 MPH WIND, 11.66 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R - Scale =.375" Ft.
WARNING•' TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE • ry/j_ T C L L 2 0. 0 P S F R E F R 3 5 2-- 9 3 4 2
INSTITUTE. 5B3 O'ONOFRIO DR., SUITE 100. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO tlFll'•.
PC RF ORMING IHC SC FUNCTIONS. UNLESS OTHERWISE IND IC A TCO. TOP CHORD SHALL NAYS PR OPCR LY AITACH,D T C D L 7.0 P S F DATE 0 5 / 2 3 / 0 3
SMYTH LUMBER CO. STRUCTURAL PATIELS, BOTTOM CHORD SHALL HAVE A PRO ERLY ATTACHED RIGID CEILING. f N0.4i%04
F200FTRUSSDIVISION
IMPORTANT FURNISH A CORM OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. Al IHC ENGINEERED
7[ =
1 BC DL 10.0 PSF DRW SLTUSR352
RODUCTS. INC. SMALL NOT BE RCSPDNSIBIC FOR ANY DEVIATION FRON iMiS DESIGN: ANY FAILURE TO 7[ 7C
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APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S
407-299.1 522 SPECIFICATION PUBIISNEO BY THE AMER ICAN FORESTAND PAPER ASSOCIATION) AND TPI. ALPINE •.• P.f j CORTIE
CTORS ARE HADC OF 10 GA ASTM A653 GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNCC 10R5 TO e •••.O R,Q '• T 0 T . L D . 37.0 P S F S E 0 N - 35567 FAX:
407.29991 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER l7s DRAWINGS
160 A•1 THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL
ENGINEERING pESPONSIBILITY SQLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USC OF THIS D
U R . F A C . 1.2 5 FROM R H CERTIFICATE
OF AUT110RQAT10N n9219 COMPOi1EXT FOR ANY PARIICUI AR BUILDING IS IHC 0ES 011 St BILI TY OF THE BUILDING DESIGNER. DER ANSI/
TPI 1-1995 SECTION 1. May
23 '03 SPACING 24.0" JREf - 1530352_Z02
Z118t)/F - LZ-18b/h - VS) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &,DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #3 120 MPH WIND, 12.19 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.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
SEE DWG VALTRUSS0699 FOR VALLEY DETAILS.
6 F— 5X4= 2X4 III
2X4 (D1) _:,
11-4-15
2X4 III
2X4 III
1— 2-6-8 _1_ 2-0-0 _1
4-6-8 Over Continuous Supportl
R=74 PLF U=40 PLF W=4-6-8
PLT TYP. Wave TP195 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R - Scale =.375" Ft.
WARNING*' TRUSSES RCOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND M A- T C L L 20.0 P S F R E F R 3 5 2-- 9 3 4 3RACINGRCFC0. TO H1B91 (HANOIIHG INSTAII ING AND BRACING). PUBLISNCD BY fPl (TR UTS HATE •
49 jIHSTITUTE. 5B] D'ONOFRIO OR SUITE 200. MAD ITOH, YI S7719). FOp SAFETY PR ACiIC CT PRIOR 10 S1F1 '•. •/T/ PERFORMING THESE FUIICTIONS. UNLESS OTHERWISE INDICATED. TO CHORD SHAH MA VC PROPERLY ATTACHED ; (•( T C D L 7.0 P J F DATE 0 5 / 2 3 / 0 3
S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD $HALL HAVE A PRO ERLY ATTACHED RIG10 CEILING
IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDROOFTRUSSDWISION t No.42704 i BC DL 10.0 PSF DRW SLTUSR352PRODUCTS. INC. SHALL NOT BE RCSIO NS IBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 17 2722 501rn1 APOPKA BLI/D. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND i U B C L L D . D P S F S L T - E N G WM RAPOPNA, FL 32703 BRACIIIG OF TRUSSES. THIS DESIGN CONFORMS WIT{1 APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN Q1 STATE OF Q` /
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DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
SEE DWG VALTRUSS0699 FOR VALLEY DETAILS
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IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC.
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PRODUCTS. INC. SHALL NOT BE RC SPONSIBLE FOR ANY OCVIAl10N FROM THIS DESIGN: ANY FAILURE TO
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TPI 1-1995 SECTION 2. May
23 '03 SPACING 24.0" JREF 1530352_Z02
I HIJ UNU PKtNAMtU rKUM LUMPUItK INPUI (LUAU) 6 UIMtNbI U61b) JUOMII1tU DT IKUDJ rlr K.
TOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
PROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
Ti4 7 U=180
1-10-3
9- 0
R=23 U=180
Lc1-4-0-13-0-12—>j
3-0-0 Over 3 Su orts
R=234 U=180 W=8"
120 MPH WIND, 10.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
ANYWHERE IN ROOF, CAT 11, 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:9 FL - 1 R - Scale =.375" Ft.
N ARMING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHI/PING, INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALlIN6 AIID BRACING). PUBLISHED BY T I (TRUSS PLAT(
INSTITUTE. SBJ D'ONOFRIO OR., SUITE 200. MADISON, NI 5J719). FOR SAFCIY PRACTICES IR TOR TO
STRUCTURAL PANELS. BOTTOMSCHORDUNLESMALLSS MHAVEERV SA IROPERLYOATTACHEDORDIGIDACEILING
L HAVE PROPERLY ATTACHED
IKPORTANi• FURNISH A COPY OF THIS OE SIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS. IN SHAH NOT BE RES ONSIBLE FOR ANY OC1111111 FROM THIS DESIGN: ANY FAILURE TO
Q'(IFI'.
J(A' r
11 N0.44704
7C * *
T C
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L L
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20.0
7.0
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P S F
P S F
P S F
R E F R 3 5 2-- 9 3 5 1
S MYTH LUMBER CO.
ROOF TRUSS DIVISION
DATE 0 5/ 2 3/ 0 3
D R W SLTUSR352
SLT-ENG 4JMR2722SOUTHAPOPKABLvD.
APOPKA.FL 32703
407-299.1522
FAX: 407.29991 53
BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THBYIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGNSPECIFICATIONPUBLISHEDTHEAMERICANFORESTANDPAPERASANDTI. ALINE
CONNECTORS ARE MADE OF IDEA ASIR A65J GRAD GALY. STEEL. EICFPI AS NOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
I ; S STATE OF
j1r0R101'
Es/DNA E
r- BC
T 0 T
LL
L D .
O.
37.0
D PSF
P S F S E 0 N 24365
D U R F A C . 1 .2 5 FROM SFPROFESSIONALENGINEERING
CERTIFICATE OF AUTHORIZATION#9218
DRAWINGS 160 A Z.THE SEAL ON THIS DRAWING INDICAiCS ACCEPTANCE OF PROFESSIONAL ENGINEERING
R ESIONSIBIL I TY SOLELY FOR INE TRUSS COMION EfIT DESIGN SHOWN. IMI SUI (ABILITY AND USE OF THIS
COMPONENTFOR ANY
SE(APARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 23 '03 SPACING 24.0" JREF- 1530352_Z02
L4Ibt)It - UJ.S(JIUb)) I I1IJ UNU rKCYAKtU rKUPI LUDIrUILM I"rUI LLVAU3 a UIricn JIVRJI ZIUDIIII ILU DI .M- i1--
TOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
6 F—
0-6-11
2.5X4(B2)
L<--2-7-12 -
I
2-7-0 Over 3 Supports
R=100 U=180 W=8"
1(4
I-
10
U=180
1-10-3
qI-0
R=27 U=180
120 MPH WIND, 10.53 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
ANYWHERE IN ROOF, CAT 11, EXIT 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 375" Ft.
WARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). UBLISHEO BY TPI (TRUSS PLATE T C L L 20.0 P S F R E F R 3 5 2-- 9 3 5 2
I NSII TU T E. SBO D'OHOFR I0 DR., SUITE 2OD, MAD ISON, V1 5D719). FOR SAFETY fR ACTICES PRIOR TO
ERVISF INDICATED. TOP CHORD SMALL HAVE DROP CRLY ATTACHEDPCRFORMIN6THESEFUHCTIONS. UNIESS OTHER
STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
DR ODUCTS. INC. SHALL NOT BC RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10
tiFl(•••.
i.•C•
tfG : % 7 NO.42704 S
7L 711[
T C D L
BC DL -
7.0
10.0
P S F
PSF
DATE 0 5 2 3 0 3
S MYTH LUMBER CO.
ROOF TRUSS DIVISION DRW SLTUSR352
SLT-ENG WMR272250722SOUTHAPOPKABLVD.
APOPKA. FL 32703
407.2991522
FAx: 407-29991 53
BUILD THE TRUSSES IN CONFORMANCE VI TH T 1: OR FABRICATING. HANDLING. SH If PING, INSTALLING AND
BRACING OF TRUSSES. "HIS DESIGNCORFORHS II ITN AP IICABLE R OVISIONS OF NDS (NATIONAL DESIGN
SPECIFICATION fUBLISXED BY THC AMCR ICAII FOREST AND f#f ER ASSOCIATION) OFTPI. AIPINC
CONNECTORS ARC MADE OF 20GA ASTM A657 GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
j
k STATE OF
s
R1or'•
p....... Sa'AIA E 1
B'' LL
TOT. LD.
0.0
37.0
PSF
PSF SEON 24367 1
DUR . FAC . 1. 25 FROM SFPROFESSIONALENGINEERING
DRAWINGS 110 A 2. THC SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SNOW N. THC SUIiAS ILTVAND USE OF THIS
SPACING 24.0N JREF- 1S30352_Z02
CERTIFICJATE OF AUTHORIZATION#921B
A NSIJ"PIIT 1
FO995NSCCTIOI 2LAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 23 03
Z21857F - Z21857F - C4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &,DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
WEBS 2x4 SP #2
120 MPH WIND, 15.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. /
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
CALCULATED HORIZONTAL DEFLECTION IS 0.24" DUE TO LIVE LOAD AND 0.02" DUE
TO DEAD LOAD.
6
T1
4-4
2X4111
R=-27 U=180
3
3-8-3
2-7
1-2 - -0
2 X 4 III
L<1.4.8y
0-11-8 Over 2 Supports
7
R=182 U=180 W=11.501"
PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:4 FL 1 R Scale =.375" Ft.
WARNING" TRUSSES REOUIRC EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND
RACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY T I (TRUSS PLATE
I HST ITUT(, SB) D'ONOFRIO DR .. SUI TC 100, MADISON, NI 57719). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHAH HAVE PROPERLY ATTACHED
SIFT ('•, V „YJ,
T C L L
T 1. D L
20.0
7.0
P S F
P S F
R E F R 3 5 2-- 9 3 5 3
DATE 0 5 / 2 3 0 3
S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. O F
DRW SLTUSR352ROOFTRUSSDIVESION
IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED lji Plc,Ais]o4 BC DL 10.0 PSF
P ROOUCDUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
SLT-ENG WMR
2722 SOUTH APOPKA BLvD.
APOPKA. FL 32703
BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITHPROVISIONS OF NOS (NATIONAL DESIGN j
STATE
OF BC LL 0.0 PSF 407.
299 1 S22 APPLICABLE
SPECIFICATION
PUBIISHCO BY THE AMER ICAN FOREST AND PAPER ASTOCIAiION) AND TPI, ALPINE L
tiWR P }l I vvv0FTOT L D. 37.0 P S F S E 0 N- 27076 FAN.:
407.2999153 CONNECTORS
ARC MADE OF 10GA ASTM A653 GRAD GALY STEEL. EXCEPT AS NOICD. APPLY CO NNCCi0R5 10 EACH
FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER R1;'
Dte j•
R•—'.11
DUR.
FAC. 1.25 FROM $F DRANIN62160A-Z. THE SEAL ON THIS DRAWING INDICAIES ACCCPTANCC OF R OFESSIONAL ENGINEERING IVALE PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHCTRUSSCOMOWENTOCSIGNSHOWN. THE SUITABILITY AND USE OF THIS CERIIFIGTE
OF AUTHORIZATION YT921g CILAR BUILDING IS THE RESPONSIBILITY OF THE BUILD LNG DESIGNER, PCR May 23 D.S CiNSI/TPITIFI995NSECTION SPACING 24.0" JREF- 1530352_Z02
ccia5ir - Liti) I M I a UNV rMtrAKtU rKVM LVMrUItM IRYUI LLVAU3 6 VI PILR3 IUn3) 3UDMIIILU Of Inuaa ISrn.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
IT-- 10-4
108 U=180
2-10-3
R=48 U=180
L<1-4-011- 5-0-12
5-0-0 Over 3 Supports
R=295 U=181 W=8"
120 MPH WIND, 10.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:9 /F•L 1 R - Scale =.375" Ft.
WARN ING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND '
T C L L 20.0 P S f R E F R 3 5 2-- 9 3 5 484ACING. REFER TO NIB-91 (HANlLIIIG INSTALLING AND BRACING). PUBLISHED BY T/I (TRUSS PLATE
IN ITU iE. 56J D'ONOFR IO OR .. SUITE 100. MA ID H, WI 53 Z191. FOR SAFETY Pp ACTICES PRIOR TO tlFl •••
PERFORM IIIG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PR OPCR LY AiiAC HEO
r:
G T C D L 7.0 P S F DATE 0 5 / 2 3 / 0 3
S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SMALL HAYE A PROPERLY ATTACHED RIGID CEILING. ( NO.4.2704 S
RooFTRu55DIv151oN IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED :
l* BC DL 1D.D PSF DRW SLTUSR352
PRODUCTS. IN SMALL NOT 6E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. ANY FAILURE TO 7
2722 SOUTIT APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND ' STATE OF "
BRACIN6 OF TRUSSES. IRIS DESIGN CONFORMS WITH APPLICABL[ PROVISIONS OF NDS (NATIONAL DESIGN i B C L L D. D PSFF S L T- E N G 4JM R
APOPKA, FL 32703 Ati ,p A /
407.299 1 522(ONNECTEC ORSIAREPHAD CSOFDZOGATA51MHE MA653AGR40RGAlY,NSTEELEPA REICEPTIASAT INOTEOMD TAPPLYACONNECTORS TO '[yA.R,Orr T 0 T. L D. 37.0 P S F S E 0 N- 24369 1 FAX:
407-299-91 53 CACM FACE OF TRUSS, AND UNLESS DTHERWISE LOC AXED ON THIS DESIGN. OSITI011 COIINECTORS PER _{T DRAWINGS
160 A Z. THE SEAL ON TNIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING C' PROFESSIONAL
ENGINEERING RES ON 5IBIL I TY SOLELY FOR THE IR US COMPONENT DESIGN SHOWN. THE SUI TA8ILITY AND USE OF THIS D
U R . F A C . 1 . 2 5 F R 0 M S F CERTIFICATE
OFAUTEIORQATION 09218 COMPORPi1L FOR 995NSE
PARTICULAR
BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 23 '03 SPACING 24.0" JREF- 1530352_Z02
ceiu5ir - Lit) p I UU) ) MIS OWG 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 L/240 TOTAL LOAD.
i
0-6-11
F
1 10-4
R1115 U=180
2-10-3
0
R=50 U=180
2.5X4(B2) _
IL 4-7-12
I
K 4-7-0 Over 3 Supports >•{
IR=174 U=180 W=8"
120 MPH WIND, 11.03 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
ANYWHERE IN ROOF, 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 OTY:1 FL 1 R Scale 375" Ft.
NARNING* 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-- 9 3 5 5BRACING. REFCR To HIB 9I (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE
INS71T0 iE. SB7 D'ONOFR IO OR., SUITE 2GO. MADI SO N, RI 57119). FOR SAFETY PRACTICES PRIOR TO
PER FORMING THESE FUNCTIONS. UNIESS OTHERWISE INDICATED. TOP CHORD SHALL HAY[ PROPERLY ATTACHED
IFI •••
f: (A
r.• T C D L 7.0 P S F DATE 0 5/ 2 3/ 0 3SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HA YE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT•• NO.44%O4
ROOF TRUSSDIVIStoty FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS. INC. SMAII N01 BC RESIOMSIBLE FOR ANY DE YIATION FROM THIS DESIGN ; ANY FAILURE TO BC DL 10.0 PSF DRW SLTUSR352
2722 SOUTH APOPKA BLvD.
APOPKA. FL 32703
BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
BRACIIIG OF TRUSSCS. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN i STATE OF t
J BC LL D.0 PSF SLT-ENG WMR
407-299.1 522 SPECIFICATION PUBLISHCD BY THE AMER CA FORE ST AND PAPER ASSOCIATION) AND TPI. AL INC
ti
OCONNCCTORSAREMADEOF20GAASTMA657GRADGALSTEEL. [ACEPT A$ NOTED. A LY CONNECTORS TO R'Ot/ E`•.. ..• ` TOT. LD. 37.0 PSF SEON- 24361FAX407-2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DUR.FAC. 1.
25 FROM SF PROFESSIONAL ENGINEERING DRAWINGS160A•
2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R C SPONSIBILI
TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTTTORIZATION
N9218 COMPON NT1FOR ANSCCT10NCULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 23 '03 SPACING 24.D" JREF- 1S303527D2
ASCE 7-98: 120 MPH WIND SPEED, 80' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C
2X4 BRACE
GABLE VERTICAL
SPACING SPECIES GRADE
NO
BRACES
I) IX4 "L" BRACE • 1) 2X4 "L" BRACE • 2) 2X4 V BRACE •• 1) 2X6 "L" BRACE 2) 2X8 'L" BRACE ••
CROUP A CROUP B GROUP A CROUP B CROUP A CROUP B GROUP A GROUP B CROUP A GROUP B
1 2 3' 5" 5' 11" 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' 11" IV 3" 13' 1" 13' 5"
v 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 H F STUD 3' 4" 4' 10" 4' 10" 6' 5" 6' 5" 8' C 8' 4" 10' 0" 10' 0" 13' 1' 13' 1'
W STANDARD 3' 3" 4' 2" 4' 2" 5' 6" 5' 6" 7' 5" 7' 5" 8' 7" B' 7" Il' B" 11. 8"
1 3' 9" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" B' ll" 10' II" ll' to" 13' 1" 14' 0"
P 2 3' 8" 5' 1I" 6' 4" 7' 0' 7' 6" 8' 4" B. II" 10' 11" ll' 10" 13' 1" 14' 0"
N3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 10' 3" 13' 1" 13' 9"
Q C\2 D F L STUD 3' 6" 4' ll" 4' 11" 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13' 1" 13' 9"
STANDARD 3' 4" 4' 3" 4' 3' 5' B" 5' 8" 7' 7" 7' 7" B' 9" 8' 9" 11' 11" 11' 11"
E— S P F
1 2 3' I1" 6' 9" 6' I1" 8' 0" B' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14' 0"
Q3 3' 10' 6' 0" 6' 0" 7' 11" 7' 11" 9' 6" 9' 6 12' 3" 12' 3" 14' 0" 14' 0"
a H F STUD 3' 10" 5' I1" 5' 11" 7' 10" 7' 10" 9' 6" 9' 6 12' 3" 12' 3" 14' 0" 14' 0"
fix] STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6' 10' 6" 14' O" 14' 0'
J 1 4' 3" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" P 2 4 2" 6' 9" 7' 3" B' 0" 8' 7" 9' 6" 10' 3' 12' 8" 13' 6" 14' 0' 14' 0"
D F L STUD 4' 0' 6' 1" 6' 11 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 S P F
l 2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" IT 10" 14' 0" 14' 0" 14' 0"
A3 4' 2" 6' I1" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13 10 13' 10" 14' 0" 14' 0"
H F STUD 4' 2" 6' ll" 6' 11` 8' 9" 8' 9' 10' 6" 10' 6" 13' 10" 13' 10" 14' 0' 14' 0"
Q STANDARD 4' 2" 5' 11" 5' 11" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0"
X 1 4' 8" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0"
P 2 4' 7' 7' 5" B' 0" 8' 9" 9' 6' 10' 6" 11' 4" 13' IO_ 14' 0" 14' 0' 14' 0"
03 4' 5" 7' l" 7' l" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0"
D F L STUD 4' 5" 7' 0" 7' 0" B' 9" 9' 3" 10' 6" 11' 0" 13 10 1 14' 0" 14' 0" 14- 0"
STANDARD 1 4' 4" 6' 1" 6' 1" B' 0" 8' 0" 10' 6" 1 10' 9" 12' 5" 12' 5" 14' 0"
SYMM
2X4 12N OR BETTER
DIAGONAL BRACE OPTION: T
VERTICAL LENGTH MAY BE
1B" DOUBLED WHEN DIAGONAL
BRACE IS USED. CONNECT
L.
L
DIAGONAL BRACE FOR 8701
BRACEATEACHEND. MAX WEB
M4
TOTAL LENGTH IS 14'
2X4 SP OR DF-L J2,
OR BETTER DIAGONAL T
VERTICAL LENGTH SHOWN BRACE, SINGLE OR IB
IN TABLE ABOVE. DOUBLE CUT L 1
l (AS SHOWN) AT
UPPER END.
ONTINUOUS BEARIN
CONNECT DIAGONAL AT
MIDPOINT OF VERTICAL
I `'
1` REFER TO CHART ABOVE FOR 6(`\\`,`,4,11 WEB. ^
1.
WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING.
INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED
BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, VI. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATETOPD, iv O 4 2 7 0 4
S MYTH LUMBER CO. STRUCTURAL PANELS AND BOTTOM CHORD SHALLHAVEaDRDPROPERI`Y ATTACHEDPERLYRIGID CEILi GD
IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE
ROOF TRUSS DIVISION INSTALLATION CONTRACTOR. ALPINE
ENGINEERED PRODUCTS, INC SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
2722 SOUTH APOPKA 9LVD. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING,
HANDLING, A••• STATE OF
APOPKA. FL 32703
SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH
APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE
407-299.1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA
ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF
i Oj(4••:c< FAX: 407-299-9153 TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN,
DRAWINGS
INDTION
p fi 1OFSSP.•:\ PROFESSIONAL
ICATES ACCEPTANCE
RESPONSIBILITYSOLELY TRUSS COMPONENT DESIGN HUI OCERTjONAItSGIFILATEOrSUITABILITYANDSEO`TFORAAR7CUA
OB!ILDIGDESNY BRACING GROUP
SPECIES AND GRADES: GROUP A:
SPRUCE -PINE -
FIR HEM -FIR 1 2
STANDARD 2 STUD 3 STUD
3 STANDARD DOUGLAS FIR -
LARCH SOUTHERN PINE 3 3
SPUD STUD
STANDARD STANDARD
GROUP B:
HEM -FIR
I h
BTR 1 SOUTHERN
PINE
DOUGLAS FIR -LARCH 1 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 10d NAILS. FOR (1) "
I.• BRACE. SPACE NAILS AT 2• O.C. IN 180
END ZONES AND 4. O.C. BETWEEN ZONES. 4 FOR (
2) •L• BRACES: SPACE NAILS AT 3" O.C. IN 18'
END ZONES AND B• 0 C. BETWEEN ZONES. L" BRACING
MUST BE A MINIMUM OF BOX OF WEB MEMBER LENGTH.
CABLE VERTICAL
PLATE SIZES VERTICAL LENGTH
NO SPLICE LESS THAN
4' 0• IX4 OR 2X3 GREATER THAN
4' 0•, BUT LESS THAN
11' B' 2X4 GREATER
THAN
11' B• 2.5X4 REFER TO
COMMON TRUSS DESIGN FOR PEAK, SPLICE,
AND HEEL PLATES. THIS DRAWING
REPLACES DRAWING A10030E REF ASCE7-
98—GAB12030 I DATE
09/10/01 DRWG A12030ECO901
lo• R —
ENG TOT. LD.
60 PSF MAX.. SPACING
24.0"
GABLE DETAIL
sYM.
ABOUT FOR LET -IN VERTICALS
VERTICAL
LENGTH
RIGID SHEATHING
GABLE VERTICAL PLATE SIZES
2)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:
IL2*2X4 2XB
VERTICAL LENGTH PLATE IF PLATES
BETWEEN CHORDS SIZE OVERLAP -
LESS THAN 4' 0' 1%4 OR 2%3 2X8
GREATER THAN 4' 0', BUT
LESS THAN 11' 8'
2X4 2X8
GREATER THAN 11' 8" 2.5X4 2.5XB
PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN
ATTACH EACH "T' REINFORCING MEMBER WITH
HAND DRIVEN NAILS:
IOd COMMON TOENAILS AT 4' O.C. PLUS (4) 16d COMMON TOENAILS IN TOP
AND BOTTOM CHORD.
GUN DRIVEN NAILS - 0.131' x 3":
TOENAILS AT 4_ O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD.
THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE CABLE DETAIL FOR ASCE
OR SBCCI WIND LOAD.
ASCE 7-93 CABLE DETAIL DRAWINGS
A11015EN0899, AI00I5ENO689, A09015EN0099, A080I5EN0699, A07015EN0899
A31030EN0899, A10030EN0899, A09030EN0899, A08030EN0899, A07030EN0899
ASCE 7-98 GABLE DETAIL DRAWINGS
A130I5EC0901, A12015EC0901, AII0I5EC0901, AI00I5EC0901. A085I5EC0901
A13030EC0901, A12030EC0901, A11030EC0901, A10030EC0901, A00530EC0901
SBCCI CABLE DETAIL DRAWINGS
SIIO15EN0699, 510015EN0699, 509015EN0699, 508015EN0699, 507015EN0899
S11030EN0699, S10030EN0899, S09030EN0699, S08030EN0899. 507030EN0899
SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI
WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE
VERTICAL LENGTH.
zxe ^r'
REINFORCING
B EMBER
2x4 -r'
REINFORCING
MEMBER
TOENAIL TOENAIL
TO CONVERT FROM "L" TO _1'_ REINFORCING MEMBERS.
MULTIPLY 'f' FACTOR BY LENGTH (BASED ON GABLE
VERTICAL SPECIES, GRADE AND SPACING) FOR (t)
2X4 "L' BRACE, CROUP A. OBTAINED FROM THE
APPROPRIATE ALPINE CABLE DETAIL FOR ASCE OR
SBCCI WIND LOAD.
MAXIMUM ALLOWABLE "l" REINFORCED GABLE VERTICAL
LENGTH IS 14' FROM TOP TO BOTTOM CHORD.
EB LENGTH INCREASE `Y/ "T" BRACE11
MIND SPEED
AND AIRH
i'" REINF.
MBR. SIZE
SBCCI ASCE
110 MPH
IS FT
2x4 10 9. 10
2x6 40 7. 50 7.
110 MPH
30 FT
2x4 10 7. IO 7.
2x8 50 7. 50 7.
100 MPH
15 FT
2x4 10 7. 10 7.
2x8 30 2 50 7.
100 MPH
30 FT
2x4 10 7. 10 7.
2x6 40 7. 40 7.
90 MPH
IS FT
2x4 20 7. 10 9.
2x6 20 % 40 7.
90 MPH
30 Fr
2x4 10 7. 10 7.
2x8 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.
2x8 10 7. 30 7.
EXAMPLE:
ASCE WIND SPEED 100 MPH
MEAN ROOF HEIGHT = 30 FT
CABLE VERTICAL = 24. O.C. SP /3
F' REINFORCING MEMBER SIZE = 2%4
7_ BRACE INCREASE (FROM ABOVE) = 107. 1.10
I) 2X4 'L' BRACE LENGTH 6' 7'
MAXIMUM "1" REINFORCED GABLE VERTICAL LENGTH
1.10 x 6' 7_ 7' 3_
LACES DRAWINGS GA898117 876.719 & HC26294035
N0.42704
ACCEPT
YARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING,
INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED
v` •,
1F1^. •vF - v yam REF LET -IN VERT
BY TPI (TRUSS PLATE INSTITUTE. 583 D'pNOFRI DR., SUITE 200, MADISON, V1. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
KN / ! '1 r •• liew
i
DATE 10/24/O1
SMYTH LUMBER CO. HAVE A RCEGICNDESIGNIMPORTANT-- FURNISH ACOPY THIS y,
DRWG
GBLLETIN1001 ROOFTRUSSDIVISIONOF'
TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRpOUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 7l '_
VALLEY TRUSS DETAIL
TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER.
BOT CHORD 2X3(•) OR 2X4 SP y2N OR SPF #1/#2 OR BETTER.
WEBS 2X4 SP y3 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 ll, 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.I—
W2X4
W2X4 W2X4
8-0-0 MAX-
W2X4
12
12 MAX:
WIX3
WIX3 6-0-0
WIX3 (MAX SPACING) W2X4
WIX3 W5X4/SPL WIX3
UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1X4 "T"-BRACE, 807
LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED
WITH 8d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING,
EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9".
MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0".
TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH:
PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS
INSTALLATION
OR
PURLINS AT 24" OC
OR
BY VALLEY TRUSSES
LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES
NOT EXCEED 12'0".
BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN.
E—NAILE
W2X4
W4X4
I -511F
OPTIONAL STUB OPTIONAL HIP
END DETAIL JOINT DETAIL
24"
E
COMMON PARTIAL FRAMINGTRUSSES20-0-0 MAX (++) I)Il,lulwunu f AT 24" OC PLAN
Alryl„ SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. /i
a
Q THIS DRAWING REPLACES DRAWING A105
1VARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING.
INSTALLING AND BRACING. REFER TO HlB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED
BY rPl (muss PLATE INSTITUTE. 587 D'ONOFRIO DR., SUITE NADiSON, vi.
W. t/ %,••/ G TC LL 30 30 40 PSF REF VALLEY DETAIL
DATE O6/25/99
200. 57719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED, C DL 20 15 7 PSF
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALeSMYTH 'LUMBER CO. HAS EA PROPERLYOPERY ATTACHED RIGID No• 42704 . *
THISCEILINDESIGN TO THE INSTALLATION CONTRACTOR. ALPII$ ROOF TRUSS DIVISION ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS =
C DL 10 10 10 PSF DRWG VALTRUSS0699
ENG niLH/ICAR2722SOUTHAPOPKABLVO. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE VITH TPII OR FABRICATING,
HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH'
APoPKA, FL 32703 APPLICABLE PROVISIONS % STATE OF
TIC LL O O 0 PSF
55OFNDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE
AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MADE OF 20GAi
a' OT. LD. 60 57 PSF407-2891522
ASTM A653 GR40 GALV STEEL EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OFFAx: 407.2899153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
DRAVINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL
FAO . • O P ,•_` ice •• 0 R 1 DURYAC. 1.25/1.33 1.15 1.15PROFESSIONALENGINEERING -ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABICRESPONIITY THIS CC114PONENT FOR PARTICULARBUILDINGTHE O•• ••••_`' SPACING 24' CEanricAYe of AlfrHonlunoN 0921B BILITYDOFS THE BUILDING DESIGNER. 4, ``\\\\\\\
fll11111111111111111\
CONVENTIONALLY FRAMED VALLEY DETAIL
A) 2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER
B) 2X4 SP OR SPF #3 CRIPPLE (NIAX 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 11'-2". RAFTER
FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE.
FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAILS AT 4" OC.
FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC.
TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH
PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR
VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN
FOR THE SUPPORTING TRUSS.
2) 16d BOX NAILS, TOE —NAILED THRU
CRIPPLE INTO RIDGE BOARD
3) 16d BOX NAILS
D) r(A)
C) (
B
3) 16d BOX NAILS'
4'0" TYP. (
B)
4--(2) 16d BOX NAILS, TOE —NAILED (TYPICAL)
RATED SHEATHING CONNECTED TO
TRUSS TOP CHORDS PER SPECIFICATIONS
3) 16d BOX NAILS, TOE —NAILED THRU
CRIPPLE INTO RATED SHEATHING
YARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING.
INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED
BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, WI. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED.
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING
TOEALLATIONOrIBETANYROOFTRU55DIVISIONENGINEEREDTPRODUCTS, I C.CSHALL NOTPYREPOSIIBLEDESIGNFORDEVIATIONFRCONTOMORHISLPINE
2722 SOUTH APOPMA BLVD. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII 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
ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF
FAx 407.299.9153 TRUSS AND• UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL
PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOVN, THE
CERTIFICATE OF AUTHORIZATION 0921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE
I RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2.'
3) 16d BOX NAILS,
TOE —NAILED
RATED
SHEATHING
PARTIAL FRAMING PLAN
2) 16d BOX NAILS,
TOE —NAILED
D) (
A)
C)
3) 16d BOX -
NAILS, TOE —NAILED
SUPPORTING TRUSSES
AT 24" OC MAX SPACING
t No.42704
o.• STATE OF
3) 16d BOX
NAILS, TOE —NAILED
GIRDER
THIS DRAWING REPLACES DRAWING V105-CONV
C LL 30 30 40 PSF REF CONV. VALLEY
Ai DL 20 15 7 PSF DATE 06/25/99
BC VL 10 10 10 PSF DRWG VALCONVF0699
Of 13 0 0 0 PSF ENG MLH/KAR
TOT.CLD. 60 55 57 PSF
C. 1.25/1.33111511.15
ING SEE ABOVE
NV
TOP CHORD 2X4 #2 OR BETTER
BOT CHORD 2X4 q2 OR BETTER
WEBS 2X4 y3 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 PURLRJ SPACING
120 MPH WIND, ASCE 7-98, CAT 11, E) P. B. ENCLOSED BLDG.,
30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD.
FRONT FACE (E.* ) PLATES MAY BE OFFSET FROM BACK FACE
PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX.
A - E
u
E u f E
ri
20' FLAT TOP CHORD MAX SPAN
MAX SIZE OF 2X12
g2 OR BETTER
A
MM
fin
ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE.
JOINT
SPANS UP TO
TYPE
30' 34' 38' 52'
A 2X4 2.5X4 2.5X4 3X5
B 4X6 5X6 5X6 5X6
C 1.5X3 1.5X4 1.5X4' 1.5X4
D 5X4 5X5 5X5 5X6
E 4X6 OR 3X6 TRULOX AT 4' OC,
ROTATED VERTICALLY
ATTACH TRULOX PLATES WITH (8) 0.120" X 1.375" NAILS, OR
EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO
BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX
INFORMATION.
WEB BRACING CHART
WEB LENGTH REQUIRED BRACING
0' TO 7'9" NO BRACING
Ix4 "T" BRACE. SAME GRADE, SPECIES AS WEB
7'9" TO 10' MEMBER, OR BETTER, AND 80% LENGTH OF WEB
MEMBER. ATTACH WITH 8d NAILS AT 4" OC.
2X4 "T" BRACE. SAME GRADE, SPECIES AS WEB
10' TO 14' MEMBER, OR BETTER, AND 80% LENGTH OF WEB
MEMBER. ATTACH WITH 16d NAILS AT 4" OC.
IAC
C *
PIGGYBACK SPECIAL PLATE
C
ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF
C FABRICATION ATTACH TO SUPPORTING TRUSS WITH
tL (4) 0120" X 1.375" NAILS PER FACE PER PLY. APPLY
C PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND
SiPAr F. A' nr nR 1 FCC
AL C
C 00 0 0 0 0
0
0
0 0 0 0
C o 0 0 0 0
2"
C 00 o 0 0 0 0
11
8 1/4"
ll(T'•)N 111 fy//RelV11Jc RF'al ArPIZ nnAWIMrc 9qA ma AQA n— .. 0— —M
WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING,
INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED
TPI
A / Q' i
y MAX LOADING REF PIGGYBACK
BY (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, VI. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED.
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
t? ` •.•TIF'•••••,• V•.•!(` Cq
GV TF•••
y
55 PSF AT DATE 06/25/99
SMYTH LUMBER CO. G. LY CEGICNDESIGNMPORTANT.. A A RFURNISH S1.33 DUR. FAC. Acopy OFTHIS TO THE INSTALLATION CONTRACTOR. ALPINE DRWG PIGBACKB0699 ROOF TRUSS
DIVISION 2722 SOUTH
APOPKA BLVD. ENGINEERED PRODUCTS.
INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FR OM THIS• DESIGN; ANY
FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING. SHIPPING.
INSTALLING NO. 42704 50 PSF AT ENG DLJ/KAR APOPKA, FL
32703 AND BRACING
OF TRUSSES. DESIGN CONFORMS VTH APPLICABLE PROVISIONS
OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 4.2 5 DUR. FAC. 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 CXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND,
UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS STATE
OF
47 PSF AT PROFESSIONAL ENGINEERING
160 A-
Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY
SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE y •' 1.1
S DUR. FAG. CERTIFI"TE
OF AUTHORIZATION 0921 RESPONI$IBILITYDOFS USE BUILDINGDESIGNER, PER THIS COMPONENT
FUR NANSI/TPI PARTICULARIS ACING24.
0' THE 0
O
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 1 2966# 1492 1.5" X 3.5 10 9 1 8 1 8 7
SOUTHERN PINE NON-DENSE1 2520# 1343 1.5" X 3.5 9 8 1 7 1 7 6
4 ++
MAX
3Xl
3X8 TRULOX*+
LOX
42X8MAX
WEDGE
2) 8D NAILS CUT TO F[T AE
1.>,iii11UIII11IlQJ J DRAWING REPLACES DRAWINGS A115 A115/R 3 884.132
TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING.
INSTALLING INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED
BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONpFR10 DR., SUITE 200, MADISON, VI. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
Oa`ft"
tf4Ai/
V
ZjY
1
10••l•IFIC;••,
1 %"
TC LL - PSF
DL - PSF
REF BC FILLER
DATE 06/25/99
SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. V ••••
IMPORTANT•• FURNISH A COPY OF TH15 DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE Bi DL 10.0 PSF DRWG BCFILLER0699
ROOF TRUSS DIVISION
2722 SOUTH APOPKA SLvo.
ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE VITH TP11 OR FABRICATING, Z * NO. 42704
S.
C=LL - PSF ENG DLJ/KARHANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH
APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE TO$ LD. - PSF407.295Y1522
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 I STATE OF
FAC.1.0/1.15/1.25/1.33DRAVINGS160A-Z. THE SEAL ON THIS BRAVING INDICATES ACCEPTANCE OF PROFESSIONAL
PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE is
IC CERTIFICATE OFAUTHORIUTION 86218 RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 0 OP.•. ACING 24.0
STEPDOWN CORNER SET
TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE
2 TYF
BOT CHORD 2X4 SO. PINE #2 N
WEBS 2X4 SO. PINE #3 7'
HIPJACK TOP CHORD LUMBER GRADE
MAX NORMAL
OVERHANG
LENGTH***
MAX HIPJACK
OVERHANG
LENGTH"-
SOFFIT WEIGHT
2 PSF 10 PSF
1-06-00 2-01-07 2 N 2 N
1-09 00 2-05-11 1 12 2 DENSE OR 1 N
2-00-00 1 2-09-15 1 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#
5'
CORNER SET
SETBACK
3'
7' 0" 0
1'
2 HIP OR 'COMMON TRUSS
i
I,I I I
1- J 5 7- 2' TYP.
OPTIONAL VERTICAL WEB. USE W1.5X4 AT
BOTTOM OF VERTICAL. USE W3X4 AT TOP .
OF VERTICAL AND DIAGONAL WEB.
2) 16d TOENAILS
J1
J3 HJ •4 (3) 16d TOENAILS
J5 ##
J7 **
300 12 * 2 12 12 W2X4
soo 4T24
ALTERNATE LOADING
wzxa w2x5 I I w3x4
TCLL 20 PSF
SIMPSON TCDL 20 MAX PSF
3/4" THJA26
BCDL 10 PSF
I I TOT.LD. 50 MAX PSF
1' 3' 5- I 7' 1 I ### I 9-10-13 OVER 2 SUPPORTS DUR.FAC. 1.25
R=463X. W=3.50- R=652N, W=3.50'
END AND CORNER JACKS HIPJACK
THIS DRAWING REPLACES
DRAWING HC11795029
VARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING,
INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED -,' A C LL 30 MAX PSF REF 7' STBK CS
BY TPI (TRUSS PLATE INSTITUTE. 593 D'ONOFRIO DR., SUITE 200. MADISON, VI. 537191) FOR ;• •'• ,.
SAFETY PRACTICE$ PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOlCATED, v DL 15 MAX PSF DATE 06 25 99TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALL` CgT• / /
SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT•. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE _ • • ••', 13AbL 1 O PSF DRWG CS7SBK3A0699
ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL N07 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
3 y :•
O• OwYL 0 PSF -ENG SJP/KAR 2722SOUTHAPOPKABLVD. HDES ANDLIIANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI, OR FABRICATING, x 7 HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA.
FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE - 1 407.
299.1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA 3 OT= LD. 55 MAX PSF ASTM
A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF STATE
OF FAX: 407-299.9153 TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS
160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL % A PROFESSIONAL
ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE A FAC.
1.33 CERT)
FlC TEOFAUTNORIUTION09210SUITABILITT AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE y"O••. Or,•• ACING SEE ABOVE 1RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. S,,,,',
S10NAI G
CLB WEB BRACE SUBSTITUTION
THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB)
IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB
BRACING METHOD IS DESIRED.
NOTES
THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED
CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T—BRACING OR SCAB
BRACING.
ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE.
FOR MINIMUM ALTERNATIVE BRACING, RE —RUN DESIGN WITH APPROPRIATE
BRACING.
WEB MEMBER SPECIFIED CLB. ALTERNATIVE BRACING
SIZE BRACING T OR L—BRACE SCAB BRACE
2X3 OR 2X4 1 ROW 2X4 1-2X4
2X3 OR 2X4 2 ROWS 2X6 2-2X4
2X6 I 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
I OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON
ENGINEER'S SEALED DESIGN.
CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH
FACE OF WEB.
T-BRACING
OR
L-BRACING:
APPLY TO EITHER SIDE OF WEB
NARROW FACE
ATTACH WITH 16d NAILS AT 6" O.C.
BRACE IS A MINIMUM 80% OF WEB
MEMBER LENGTH
SCAB BRACING:
T—BRACE
OR
L—BRACE
APPLY SCAB(S) TO WIDE FACE OF WEB.
NO MORE THAN (1) SCAB PER FACE
ATTACH WITH IOd NAILS AT 6' O.C. SCAB
BRACE IS A MINIMUM 80% OF WEB
MEMBER LENGTH
T—BRACE L—BRACE
THIS DRAWING REPLACES DRAWING 579,640
WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING,
INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED
BY TPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200, MADISON, VI. 53719) FOR
O\\ `` / // F
TC LL PSF REF CLB SUBST.
DATE 06/25/99SAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERVISE INDICATED.
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
V .1F1C'•.,
ff G '9T'. DL PSF
SMYTH LUMBER CO. H;LY ATT RIGID CMPORTANG. OT.ERFURNISHCAECOPY NDESIGN
v <(\', V
OFDTHISTOTHEINSTALLATIONCONTRACTOR. ALPINE Ba DL PSF DRWG BRCLBSUB0699
ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, ' NO. 42704 '. ALL2722SOUTHAPOPKABLVD. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH PSF ENG MLH/KAR
APOrKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE
AMERICAN FOREST AND PAPER TO'_ LD. PSF407.299.1522 ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA
ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF
FAx: 407.299,9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER YQ ', STATE 0 F
FAG. DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL
ENGINEERINGPROFESSIONALENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THESUITABUILDING
i
a• CERTIFIC,lTE OfAUTHORRATION N92IBRESPpNILITIS(BILITYDpFSTHO'BUtILDINGMPONENTDESGNER,OPERNANSI//7 Pl 1-1995AR SECTION- 2.THE Oj(', 0 R 0 r_•• `: Tt'ACr1NG