HomeMy WebLinkAbout178 Venetian Bay Cir (2)PERMIT ADDRESS
CONTRACTOR
ADDRESS
PHONE NUMBER
PROPERTY
ADDRESS
PHONE NUMBER
Morrison Homes
151 Southhall Ln #200
Maitland, FL 32751
407-257-6940
CRC 04'1929
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
FEE
PERMIT NUMBER FEE
SUBDIVISION a
PERMIT # DATE
PERMIT DESCRIPTION
PERMIT VALUATION
SQUARE FOOTAGE S0331
tumWMM
MM
ftA AT go
City of Sanford
Certificate of Occupancy
This is to certify that the building located at 178 Venetian Bay Cir for which permit number
04-726 was issued has been completed according to the plans and specifications filed in the
permit, to wit as Single Family Home complies with all the building, plumbing, electrical,
mechanical, as well as City of Sanford codes and ordinances and with the provisions of these
regulations.
Staff Approval Date Conditions (if blank, no conditions apply)
Building:
F. Ortiz
Engineering:
D. Sweet
Public Works:
R. Buckner
Utilities:
R. Blake
Fire Department:
N/A
Zoning:
N/A
Morrison Homes
Property Owner
05/14/04
05/18/04
05/17/04
05/21/04
C rn... -o ^,•,` 05/24/04
Building Official Date
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION o
SINGLE FAMILY RESIDENCE****
5
0-j
SF
DATE: 5/13/04
PERMIT #: 04-726
ADDRESS: 178 VENETIAN BAY CIRCLE
VENATIAN BAY
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.
ngineering C& D.5wd6rr
W10f-
Public Works S/! e>/o 4-
Utilities
Fire N/A
Zoning N/A
Licensing N/A
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
CERTIFCATE OF OCCUPANCY CIOA, D
REQUEST FOR FINAL INSPECTION
SINGLE FAMILY RESIDENCE****
DATE:
PERMIT #:
ADDRESS:
CONTRACTOR:
5/13/04
04-726
178 VENETIAN BAY CIRCLE
VENATIAN BAY
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 Fire N/A
ublic Works 0' 9--17-0 4 Zoning
Utilities
N/A
Licensing N/A
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
e
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
SINGLE FAMILY RESIDENCE****
C.J./C.C. CHECKLIST — UTILITIES DEPT.
Request Received _ / ayTo Utility Inspector ___________
DATE: 5/13/04
Ltil:tINITIALS
DATE Int,::
rr,'; Fjn l PERMIT #:
04-726 FDEP C,er,-runr_e - Sewer City
Services Easements ADDRESS:
178 VENETIANinPAXAIRM 2yr) ---------- _ VENATIAN ]
VAY -------------------- ----- 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 Fire
N/A Zoning
N/A lities
Licensing N/A CONDITIONS: (
TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
LMBC0401 CITY OF SANFORD
Address Misc. Information Maintenance
5/14/04
0 8 : 4 8 : 4 4
Location ID . . . . . . 240915
Parcel Number . . . . 23.19.30.5-0000-0410
Alternate location ID . .
Location address . . . . 178 VENETIAN BAY CIR
Primary related party . .
Type information, press Enter.
Sequence Code(F4) App Free -form information Date
1.00 CSVC UT ************LOT 41 ************ 10904
CSVC UT SW DEV FEE WA DEV FEE $650.00 —
rumCSVCUTBP - PD 1-8-04 SEE REC
44.. 0 CSVC UT "WA METER SET FEE $190.00 PD - - 4 6$
GU CSVC UT REC —r=
T._UU _
7. T6 _
rU_.0
F2 Address F3=Exit F5=Notes display
F10=Subdivsion Notes F12=Cancel
F6=Change display
Special
notes
More...
F9=Parcel Notes
Herx & Associates Lec.
26 769 Douglas Avenue
OW Altamonte Springs, Florida 32714
407.788.8808 - 407.788.8762 (fax)
May 21, 2004
City of Sanford Building Division
P.O. Box 1788
Sanford, Florida 32772-1788
RE: Lot 41 Venetian Bay , 178 Venetian Bay Circle
To Whom It May Concern, —
The finished floor elevation of the structure located at:
178 Venetian Bay Circle, Sanford, Florida 32771
Legal Description:
Lot 41, "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,
VAssociates
Inc.
A. Herx P.L.S.
Vice President
WAH/bb
FEDERAL EMERGENCY MANAGEMENT AGENCY
NATIONAL FLOOD INSURANCE PROGRAM
ELEVATION -CERTIFICATE
Read the instructions on pages 1 -7.
SECTION A - PROPERTY OWNER INFORMATION
BUILDING OWNER'S NAME
MORRISON HOMES
BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO.
178 Venetian Bay Circle
O.M.B. No. 3067-0077
Expires December 31, 2005
For Insurance Company Use:
Policy Number
Company NAIC Number
CITY STATE ZIP CODE
SANFORD FL 32771 —_
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 41 ;' VENETIAN BAY " PLAT BOOK 63 PAGES 84 - 88 PUBLIC RECORDS OF SEMINOLE COUNTY
BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.)
RESIDENTIAL
LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: U GPS (Type):
hP - ##' - ##.##" or ##.tom) ® NAD 1927 NAD 1983 USGS Quad Map ® Other. Plat
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
131. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE
CITY OF SANFORD / 120294 SEMINOLE FLORIDA
B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S)
NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of f oodN)
12117CO035 E 4-17-95 4-17-95 X 9.60
610. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9.
FIS Profile FIRM Community Determined ® Other (Desdbe): Development Engineering Plans
B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe):
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction
A new Elevation Certificate will be required when construction of the building is complete.
C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram
accurately represents the building, provide a sketch or photograph.)
C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, 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) 15. 5 ft.(m)
o b) Top of next higher floor NA . _ft.(m)
U'
D
o c) Bottom of lowest horizontal structural member (V zones only) NA .
o d) Attached garage (top of slab)
ft.(m)
15. 2 ft.(m)
00
E 1
o e) Lowest elevation of machinery and/or equipment
u'
servicing the building (Describe in a Comments area) 15.5 ft.(m) AC Service E co
o f) Lowest adjacent (finished) grade (LAG) 15.4 ft.(m) z' m
o g) Highest adjacent (finished) grade (HAG) 15.5 ft m) 0
o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA f
J
o i) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm) Registered Land Surveyor No. 3182
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information.
I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available.
1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
CERTIFIER'S NAME William A. Herx LICENSE NUMBER 00003182
TITLE Registered Land Surveyor COMPANY NAME Herx & Associates, Inc.
ADDRESS CITY STATE ZIP CODE
769 Douglas AvenuA. Altamonte Springs FL 32714
SIGNATU / / O 1 DATE TELEPHONE1
05-21-04 407-788-8808
FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions
IMPORTANT: In these spaces, copy the corresponding information from Section A. For lnsuranoeCompany use: BUILDING
STREET ADDRESS (IndudiM Apt., Unit, Suite, arid/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 178
Venetian Bav Circe _ CITY
STATE ZIP CODE I Company NAIC Number I SANFORDFL32T71SECTION
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 endosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural
grade, if available). E3.
For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade.
Complete items C3.h and C3.i on front of form. E4.
The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural
grade, if available). E5.
For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes
No Unknown. The local official must certify this information in Section G. SECTION
F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The
property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMAmissued or community - issued
BFE) or Zone AO must sign here. The statements in Sections A, B, Q and E are correct to the best of my knowledge. PROPERTY
OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES NAME ADDRESS
CITY STATE ZIP CODE SIGNATURE
DATE TELEPHONE COMMENTS
Check
here if attachments SECTION
G - COMMUNITY INFORMATION (OPTIONAL) The
local offidal who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate.
Complete the applicable item(s) and sign below. G1.
The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or
local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.
A community official completed Section E for a building located in Zone A (without a FEMA4ssued or community4ssued 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 COMPLIANCEIOCCUPANCY ISSUED G7.
This permit has been issued for: New Construction Substantial Improvement G8.
Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: _ G9.
BFE or (in Zone AO) depth of flooding at the building site is: _ _ ft.(m) Datum: LOCAL
OFFICIAL'S NAME TITLE COMMUNITY
NAME TELEPHONE SIGNATURE
DATE COMMENTS
Check
here if attachments FEMA
Form 81-31, January 2003 Replaces all previous editions
0 t JN , f Y ( it ;I . Ili :1. 1 1:01 , I
TiNIFIACT T AT I IT
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PLAT RGOK: PLAT BCOK PAGEc
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APPLICONT VArEo
ADDRESS-.
LAND UEE CATE(=•ORYu 001 Single Fomily Dotachud Howc)
TYIV LMWi 1'.e0deuAial
Singlo Family %unou Detuchud - ConFtruction
PEE ----------- GROH- ------ RAWEE ---------- TENTH ---- TGAVD-Uh-,
TYPI-.7. DIST SCFECULE DESC. UNIT OF UNITS
5) CD -WIDE Cl dwl unit $ 705.00 1 5 705.011)
Romy;
14070+1 0 dwl unit 0 112.03 1 $ 14?.010
KIRRARY
f A A 1091 T11
CC -WIDE 0
CO -WIDE 0
mmsvio nys WAS C/-
dwl unit 1 54.00 1 1 54.00
dwl unit 01,394.00 1 s 1,301.00
Aiv:(NATT DUQ*; a 2,205,0()
SIGNATU:.iC,:.- ---------------------
Dhl I:*:
KUTE TO RECEIVIK6 SIGWATURY/APPLIC(',NT2 FAILUPE TO NOTIFY ONPER OHD
I-.Iff')tK,.'i:'.'* TTI';:i::LY PAYMENT MAY RESULT IN YOJR LIABILITY FOR THE FEE. *&X':'
DISTRIFUTIONs-1-COUNlY 3-CIIY
A PLICANT 4—COWNTY
No %Kt
A'E ADVISED TIMT THIS IS A SThTIhHSNT OF FEES WHI01
ARE DUE AND PAYAILE PRIOR TO ISEIIANCE OF A DUTLDING PFRHXT.
1*11:A'11e;(T-1!5 Auso ADVXSED THIT ANY RIGHTS OF THS ADPLICANT, OR OWNSR!,
TO OPPEOL. THE- COU:ULATIONS OF IPE ROAD, LIPRORY SYSTEM PHD/OR
LDUCATIONAU (SCI1`..13L) IMPACT FEES MUST BE EXERCISED BY FILIP''t
A WRITTEN RECUEST WITHIN 45 COLENDAR DAYS OF 1HE RECEIVING
DATE ABOVE, SUT NOT LATER THAN CERTIFICnTE 07 OCCUPANCY O:'.
CCCUPAKCY. TPE RETUEST FCR REVIEW MUST VEET TPE REPUTREVEHTS OF
L01-,!'0 DEVELOPMENT CODE. COPIES 07 THE RU ES GOVERNING AQPEA.':,
lnY BE PICVED UP, OR RECUESTEO, PROM THE PLAN Ti' PLEVITHTATION OFFICE:
1101 FAQT FIRST STREET, SANFORD, VLORIDA 32771p (,107) 665-7qV1.
PAYMEWT ENGULD BE rADE Tno CITY OF SANFORD
DOILD114B DEPARTHLNT
000 111OR"I'll
mmmv. rL 3270.
PhYKENT SHCULD BE BY CPECK OR MONEY CRnER, AND OKnULD
T110' 15ATUMENT NLMBER AND GXTY BUILDING PERMIT NtMBER AT THE TO::`
worms; SThTEMCNT IS VKID OY Y IN CON3UNCTIOM WITH ISSUnNCE 00 nit):
T&A 101 FAMILY BU1:1_.DD40 PERM I T2=004 VATITT! I K AT *:c
p
Herx & Associates Inc.
L a n d S u r v e y i n g
769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808
Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping
Map of Survey
CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING
C I 17*14*10' 75.00' 22.56' 11.37' 22.48' S 08°36.48-W
LINE BEARING
L I N 00°00'00"E
L 2 S 57°24'00"E
L 3 S 00°00'17"E
DISTANCE
60.00'
26.37'
23.57'
SET 5' OFFSET
LOT 40
4.4-'
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N 10.0
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RIVERVIEW AVENUE
6' BRICK WALL
L 1 4.3-
WOOD GATE
LOT 41 -
1 I `SET 5' OFFSET
AGRADING N 6.
830 SO. FT. Z ^
0
1 .0 to o_
40.
0' o-
1
1846) to m LANTANA
ELEV.
A.B A C- rm SINGLE
FAMILY rr, r^ RESIDENCE
a, rr o
FIN. FL. 4 N LOT 42 O
ELEV: 15.3 ti
60.
0•D 40.
0'W 6.7' a w
12.0' I .0 P.
c-S 00°00' 17"E - '273.87' C. P. REFERENCED
BEARING \ CIL
VENETIAN BAY CIRCLE ` 50 '
R/W) TRACT -F " PR I VATE ROADWAY \ CITY
OF SANFORD LEGAL
DESCRIPTION. Lot 4 1.- V E N E T•I A N BA Y according
to the plat thereof as recorded in Pbt Book 63 at
pages 84 - 88 of the Pubic Records of Seminole County. Florida. FLOOD
HAZARD DATA: The Parcel shown hereon ies within Flood Zone -X. occordng
to the Flood hsurorlce Role Map Commulify Panel Nw6er 120289
0035E.Doted 04117195. City
of Sanford Community Nunber 120294) SETBACKS:
Max
Coverage - 62 x Front
25' Rear 20' SITE DATA Side
5 'Corner 15MIERVIOUS SO. FT q3X Minimum Lot
Width 60' LOT S0. FT. IMPERVIOUS AREA -
2.919 SO. FT. Note: Beormgs
shown hereon ore referenced to the C/L of VENT14N`
BAY CRCLE as being N 00°00' 1 7"W. Vertical dotun
is based on NGVD per Engineering construction plans
by Ned H i l l e r Engneerig, Inc. Job Nwber
2001. Legend General
Notes: 1. This
is a BOUNDARY Survey in the field on / qDf OSED TemporaryBenchmark assumed datum)
O R.
B. Offset Records
Book
performed PB
Plat B PlatBook2. No
aerial, surface or subsurface utility installations, underground improvements or BOW Back of sidewalk PC Point
or Curvature subsurface/aerial
encroachments, if any, were located. CA Centerline
PCC. Point
of Comp ound pound Curvature3. Building
ties shown are to the exterior unfinished foundation surface or formboard. d l
An ltDrCentralo(ea) Angle P.C.P. Permanent Control Point 4. Elevations
shown hereon, if any. any, are assumed and were obtained from approved CB Calculated Chord
Bearing
Pape plans
provided
by the Client unless otherwise noted, and are shown CO, Chord R P.
R.M..Construction PermanentReference Monument only to
depict the proposed or actual difference In elevation relative to the assumed C.M. Concrete Monument PA- P .
B
Progeny Line
Pont of
Beginning temporary Benchmark
shown hereon. EL or ELEV Elevation P.O0.C. Pointof Commencement 5. The parcel
shown hereon Is subject to all easements, reservations, restrictions, and FINAL EL Elevation (Measured) p I Point of Intersection Rights -of -way
of record whether depicted or not on this document. No search of the FD. Fin.Fl.
Elev.
Found Finished Floor
Elevation
PRC. Point of
Reverse Curvature Public Records has
been made by this office.I.P. Iron Pipe PT Point of
Ten Tangency 6. Thelegal
description shown hereon is as furnished by client. I.R Iron Rod R Radius 7.
Platted and
measured distances and directions are the same unless otherwise noted. L Arc Length RAD RES. Radial
Line
Residence
Denotes :5-
iron
rod with allow plastic cap marked LB 937 or LS3182, or Y P PLBLicensedBusiness RAN Right-of-way iS- iron rod
with red plastic cap marked -Witness Comer, unless otherwise noted. LS. Land Surveyor TBM Temporary Benchmark O Denotes P.
C.P. (Permanent control point) Meo r! Measure TVP. typicalDenotes Permanent Reference
Monument N/D(N&
D) N.R. Nail
and Disk
Not Radial Fence
symbol Y bol (seedrawing) X—X• Fence
symbol (see drawing) Certification: Not valid
withoP the original
raised
soot of a Florida
licensed SurveyDroan by: CM This survey meets
the regIn inimum Technical Checked by: OP sasconfeinedin trAdminisfretive e.
Prepared For: YORRISON Sketch of Legol
Description Job Nu.b.r: 02-017-02 n This is
not o Survey Scot@ . 1"- 30' Y Plot pion
performed: 07-21-03 William A. Herr,
P.L.S. Florida Registered L d Surveyor No. 31 a2 Model Change: 10
06 03 ag 1'Or
Foundation Surrey: Daree L. Przemienieckl,
P. S. M. Registered §Prveyor and Mapper No 6030 F i n o 1 Survey : William R. Herx, P.S.M. Registered Surve and Mapper No. 6092 Revisions Herx ti Associates
Inc., State of Fbrlde LB 4937
dap A#e c /a4 /;i c 6)c. rr, c oiy
O'
CITY OF SANFORD PERMIT APPLICATION
Permit # : /`, ./ Date:
Job Address: "xy 4_&aK 4 - Description
of Work: / G I u L/ Historic
District: Zoning: Value of Work: S g_l t?Z 9 0 • Permit
Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical:
New Service - # of AMPS _, Addition/Alteration Change of Service Temporary Pole _y Mechanical:
Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/
New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/
New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy
Type: Residential / Commercial Industrial Total Square Footage: 2T 0 Construction
Type: GM LL # of Stories: _4L # of Dwelling Units: _L Flood Zone: X (FEMA form required for other than X) 0
Parcel p: 23—J — 30— 502- 0000- 04 0 (Attach Proof of Ownership & Legal Description) Owners
Name & Address: Phone:
407 ,627 Q0 Contractor
Name &Address: M'1fWM G40/7 J1C11L4rPZ— / 11VIVL/.3VP/ /1t/1/1e%-J addreis
ghoije, State License Number: CRG Phone &
Fax: J7 000% 0 & Contact Person: '0410W f— P Bonding
Company: Address:
Mortgage
Lender: Address:
Architect/
Engineer: Address:
a37Jw Application
is hereby made to obtain a permit to do the issuance
of a permit and that all work will be performed permit
must be secured for ELECTRICAL WORK, PLL AIR
CONDITIONERS, etc. UI
I, j Fax I
certify that no wdrk'or instella[ion has commenced prior to the rcoon
to
thijgdo diction. I understand that a separate C
S, BOILXRS-,4i EATERS, TANKS, and 146
OWNER'
S AFFIDAVIT: I certify that all of the foregoing information is accurate andthat-all_work will be done in ipliance with all applicable laws regulating construction
and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMME ENT 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 [his permit, there may be additional restrictions applicable to this propent that may be found in the public records of this
county, and there may be additional permits required from other governmental entities such as water manageme districts, state agencies, or federal agencies. AcceptangSigna
Owner/Agent ion
that I will notify the owner of the property of the requirem nt f FI idt Li aw, FS 713. o
g ate
Sign r o ntractor/Agent Date CD
g
Print Owner/Agent's Print Cont r me t=
d4
I/Z4 / o W Q
w Signature of N tary- at Florida ate Signature of a onda ate # x
Uj
r
Owner/Agent is v Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced
ID NA _ Produced ID tW
rq APPLtATIONAPPROVEDBY: Bldg: 11 L —0_3> Zoning: Utilities: FD: Initial &
Date) (Initial & Date) (Initial & Date) (Initial & Date) Special
Conditions: t
51q too' r—
Seminole County Property Appraiser Get Information by Parcel N... http://www.scpafl.org/pls/web/rc_wcb.seminole_county_title?PAR...
PARCEL DETAIL
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GENERAL
Parcel Id: 23-19-30-502-0000-0410 Tax District: S1-SANFORD
Owner: CENTRAL FLA DEV Exemptions:
PARTNERS LC
Own/Addy. #200
Address: 1053 MAITLAND CENTER COM BLVD
City,State,ZipCode: MAITLAND FL 32751
Property Address:
Subdivision Name: VENETIAN BAY
Dor: 00-VACANT RESIDENTIAL
SALES
Deed Date Book Page Amount Vactlmp
Find Comparable Sales within this Subdivision
ti Back l >
1' *.
t
2004 WORKING VALUE SUMMARY
Value Method: Market
Number of Buildings: 0 u
Depreciated Bldg Value: $0
Depreciated EXFT Value: $0
Land Value (Market): $11,310
Land Value Ag: $0
Just/MarketValue: $11,310
Assessed Value (SOH): $11,310
Exempt Value: $0
Taxable Value: $11,310
2003 VALUE SUMMARY
2003 Tax Bill Amount:
2003 Taxable Value:
DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS;;
LAND LEGAL DESCRIPTION PLAT
Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 41 VENETIAN BAY PB 63 PGS 84 - 88
LOT 0 0 1.000 11,310.00 $11,310
1
Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax
If you recent!y purchased a homesteaded property your next year's property tax will be based on Just/Market value.
1 of 1 11/21/2003 2:08 PM
Herx & Associates Inc.
L a n d S u r v e y i n g
769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808
Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping
Map of Survey
CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING
C 1 17"14'10' 75.00' 22.56' 11.37' 22.48' S 08°36'48-W
LINE BEARING DISTANCE
L I N 00°00'00'E 60.00' PALM DRIVE
L 2 S 57°24'00'E 25.37'
LI
L 3 S 00°00'17'E 23.57'
o
M
LOT 41 -
A" GRADING N
6.830 SO. FT.
Z
1J:O..o C
Cn;
10.0 O 1 .0
00
a_
Lin40. 0'
ran-y
r_ r o koP
1846) b-
koLANTANA 1n
nms ELEV. A.8 S C' H
GJ
SINGLE FAMILY m N
cnii
LOT 40 mZ
a FENIDFLCE a,
I. n
rn o ELEV: 15.3 rn
b.
z
i O ti
mz El1 A
1.11 60.0'D
40.0'W
O
6.7' a
N
Ln w 12.0' 1 .0
10.0 21.3'
ui
N
L,3
ti
Ln r-
o
eP.c.v. S 00*00' 17-E - '273.87'
P'
REFERENCED BEARING
CIL
50 ' R/W) TRACT -F - PRIVATE ROADWAY
CITY OF SANFORD
LEGAL DESCRPTION.' Lot 4 1.- V E N E T I A N BA Y '
according to the plat thereof os recorded in Plot Book .
at pages - of the Pubic Records of Seminole County. Florida.
FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone 'X"
accordng to the Flood Insurance Rate Map Comrluvty Panel Number
120289 0035E.Doted 0 4 / 1 7 / 9 5
City of Sanford Cowxrity Number 120294)
General Notes:
1. This is a BOUNDARY Survey performed in the field on Proposed
2. No aerial, surface or subsurface utility installations, underground improvements or
subsurfacelaerial encroachments, if any, were located.
3. Building ties shown are to the exterior unfinished foundation surface or formboard.
4. Elevations shown hereon, if any, are assumed and were obtained from approved
Construction plans provided by the Client unless otherwise noted, and are shown
only to depict the proposed or actual difference in elevation relative to the assumed
temporary Benchmark shown hereon.
5. The parcel shown hereon is subject to all easements, reservations, restrictions, and
Rights -of -way of record whether depicted or not on this document. No search of the
Public Records has been made by this office.
6. The legal description shown hereon is as furnished by client.
7. Platted and measured distances and directions are the same unless otherwise noted.
Denotes 34' Iron rod with yellow plastic cap marked LB4937 or LS3182, or
X" iron rod w;th red plastic cap marked 'Witness Corner' unless otherwise noted.
O Denotes P.C.P. (Permanent control point)
Denotes Permanent Reference Monument
LOT 42
SETBACKSMax
Coveroye - 52 s: Front
25' Rear 20' SITE DATA Side
5 ' Corner 15' AFERWOUS SO. FT. - 43y, mtxn
MrLot Width 60' LOT SO. FT. IMPERVIOUS
AREA -2.919 SO. FT. Note:
Bearings shown hereon are referenced to the C/L of
as being N 00000' 17-W. Vertical
doturn Is based on NGVD per Engineering construction
plans by Neal H i I I e r Engineering, Inc. Job
Number 2001. Legend
N
Temporary Benchmark O/
S Onset assumed
datum) O.
R.B. Official Records Book BOW
Back of sidewalk pB
Plat Book CrL
Centerline PC
Point of Curvature rt
Central or (Delta) Angle PCC.
Point of Compound Curvature CALC
Calculated P.
C. P. Permanent Control Point CB
Chord Bearing PG
Pape CO
Chord P
R.M. Permanent Reference Monument C.
M. Concrete Monument PrL
Property Line EL.
or ELEV Elevation P.
O.B. Point of Beginning FINAL
EL. Elevation (Measured) P.
O C. Point of Commencement FD.
Found p
1. Point of Intersection Fin.
Fl. Elev. Finished Floor Elevation PRC.
Point of Reverse Curvature I
P. Iron Ape PT.
Point of Tangency I.
R. Iron Rod R
Radius L
Arc Length RAD
Radial Line LB
Licensed Business RES.
RAV
Residence
Right -
of -Way LS. Land Surveyor TBM Temporary Benchmark MeeMeasuredrYP. typical N/
D(N6D) Nail and Disk Fence
Fencesymbol (see drawing) NRNotRadialFence
symbol (see drawing) Certification:
Not valid without the sl ure and the original raised seat of
a Florida licensed Surveyor an appe Drown by: CM Th'
survey meets the requirem nt of the FI ' a Minimum Technical Checked by: OP to
s as contained In 61G17 FlondeAdministrative C e. Prepored For: k/ORRISON Sketch of
Legal Descript ion Job Number: 02-017-02 c„ Q
This
is not o Survey Scale : -- 30' 0 (,/i
Plot pion performed: 07-21.03 William A.
Hen,, P L. S. Fl rid Registere L nd Surveyor No. 31 a2 Foundation Model n
Chong;:
10
06 03 Oarae L.
Prremienieckl, P.S.M. Registe- urveyor and Mapper No 6030 F o
u o d
o
I i o n u r r e y DDDD Final
Surrey: William R. Herr, P. S M. Registered Surve rend Mapper No 6092 Revisions . Henr 6
Associates Inc., State of Florida LB 4937
Herx & Associates Inc.
L a n d S u r v e y i n g
769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808
Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping
Map of Survey
CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING
C 1 17°14'10" 75.00' 22.56' 11.37' 22.48' S 08°36'48'W
LINE BEARING DISTANCE
L I N 00°00'00-E 60.00'
L 2 S 57°24'00"E 26.37'
L 3 S 00e00'17'E 23.57'
o
n
10.0
n c Ou
t- o
P
Ln
tiOC koa J
nm
LOT 40 r^Z
n~
m
y E)
N)
Ul 10
PALM DRIVE
LI
LOT 41 -
A- GRADING 0
6.830 SO. FT.
13::0
of
40.0
I1846)
LANTANA
ELEV. A.B 6 C'
SINGLE FAMILY
RESIDENCE aU,
a, FIN. FL.
c ELEV: 15.3
6-0 0'D
40.0'W 6.7' a
m .,
w
12.0'
01 21.3'
L3
N
0
0
c P S 00' 00 ' 17 "E - '273. 87 ' P C.
REFERENCED BEARING
CIL
50 ' R/W) TRACT -F - PRIVATE ROADWAY
CITY OF SANFORD
LEGAL DESCRPTION.• Lot 4 1.' V E N E T I A N BA Y
occordng to the plot thereof os recorded in Plot Book .
of popes - of the Pubic Records of Serrinole County. Florida.
FLOOD HAZARD DATA: The Parcel shown hereon tes within Flood Zone -X"
occordng to the Flood hsu•ance Rote Mcp Community Pone/ Number
120289 0035E.Doted 04117195.
City of Sanford Corrmtnity Nmber 120294)
General Notes:
1. This is a BOUNDARY Survey performed in the field on Proposed
2. No aerial, surface or subsurface utility Installations, underground improvements or
subsurfacelaerial encroachments, if any, were located.
3. Building ties shown are to the exterior unfinished foundation surface or formboard.
4. Elevations shown hereon, if any, are assumed and were obtained from approved
Construction plans provided by the Client unless otherwise noted, and are shown
only to depict the proposed or actual difference in elevation relative to the assumed
temporary Benchmark shown hereon.
5. The parcel shown hereon is subject to all easements, reservations, restrictions, and
Rights -of -way of record whether depicted or not on this document. No search of the
Public Records has been made by this office.
6. The legal description shown hereon is as furnished by client.
7. Platted and measured distances and directions are the same unless otherwise noted.
Denotes %' Iron rod with ye!low plastic cap marked LB4937 or LS3182, or
iron rod with red plastic cap marked 'Witness Comer, unless otherwise noted.
O Denotes P.C.P. (Permanent control point)
Denotes Permanent Reference Monument
n
LOT 42
SETBACKS:
Mox Coveroge - 62
Front 25' Rear 20' FTEATASide5 ' Corner 15' IOUS SO. FT. -
43YMlnimtmLotWidth60' O. FT.
IMPERVIOUS AREA-2919 SO.FT.
Note: Bearings shown hereon are referenced to the CIL
of os being N 00e00' 17"W.
Vertical dotLm is bused on NGVD per Engineerng
construction pkns by Ned H i I I e r Engneerng. hc.
Job Number 2001.
Legend
al Temporary Benchmark
D!S Offset
assumed datum)
O.R.B. Official Records Book
BOW Back of sidewalk
PB Plat Book
CA Centerline
PC Point of Curvature
ACentral or (Delta) Angle
PCC. Point of Compound Curvature
CALC Calculated
P.0 P. Permanent Control Point
CB Chord Bearing
PG. Pepe
CD Chord
P.R.M. Permanent Reference Monument
C. M. Concrete Monument
P
P..
PropertyUna
Poointint of BeginningELorELEVElevationP.O.C. Point of Commencement
FINAL EL Elevation (Measured) P.l. Point of Intersection
FD. Found PRC. Point of Reverse Curvature
Fin'Fl. Elev Finished Floor Elevation PT. Point of TangencyI.P. Iron Pipe R RadiusI.R. Iron Rod RAD Radial Line
L Arc Length
RES. Residence
LB Licensed Business R4V Right -of -WayLS. Land Surveyor TBM Temporary BenchmarkMeeMeasuredTYP. Typical
NAWNdD) Nail and Disk 1-// Fence symbol (See drawing)N.R. Not Radial X—X" Fence symbol (see drawing)
Certification: Not valid without the sl ure and the original ralsod seat
of a Florida licensed Surveyor an appo Drawn b y : CM
Th' survey meets the requirem nt of the FI ' a Minimum Technical Checked b y : DP
to s es contained in 61G 17 Florida Administrative Co e. Prepared For: MORR 1 SON
Sketch of Legol Descript ion Job Number: 02-017-02
Q This is not o Survey scale : -- Jo'
c LC Plot pion performed: 07-21-03
Model Change: 10-06.03
William A. Herx, P.L.S. Florida Register L nd Surveyor No. 3182 Foundation S u r v e y :
Daroe L. Prremlonleckl, P.S.M. RegisteraVy yurvayor and Mapper No. 6030 Final Survey: William R. Herx, P.S.M. Registered Survepar and Mapper No, 6092 Revisions
Herx 6 Associates Inc., State of Florida LB 4937
Herx & Associates Inc.
L a n d S u r v e y i n g
769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808
Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping
Map of Survey
CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING
C 1 17°14'10- 75.00' 22.56' 11.37' 22.48' S 08°36'48'W
LINE BEARING DISTANCE
L I N 00°00'00"E 60.00' PALM DRIVE
L 2 S 57°24'00'E 26.37'
LI
L 3 S 00°00'17"E 23.57'
LOT 41 -
A" GRADING N
0 6.830 SO. FT.
IJ.O
77
o
10.0 I
nc Oo 40.0'
r
r• O
o y In 1846 )
nm LANTANA
n ELEV. A.8 6 C'
t. rn C.J
SINGLE FAMILY
RESIDENCE a
LOT 40 rn o FIN. FL.
ELEV: 15.3
n
m
m
z _ y a
Ln 60.0D
40.01 6.7• a
N 12.0• 1
Ul 10.0 21.3'
N
L3
N) n
Ln
C/L EL:13.3,
o
y
c ° S 00° 00 ' 17 "E - '273. 87 '
P'C.P.
REFERENCED BEARING
CIL
50 ' R/W ) TRACT -F - PRIVATE ROADWAY
CITY OF SANFORD
LEGAL DESCRPTION Lot 4 1." V E N E T I A N BA Y
occordhg to the plot thereof as recorded in Plat Book .
at pages - or the Pubic Records of Seminole Counry, Florida.
FLOOD HAZARD DATA: The Parcel shown hereon ies withn Flood Zone X"
occordmy to the Flood hsLrance Rate Mcp Community Panel Number
120289 0035E.Doted 04/17/95.
City or Sanford Coanxnity Number 120294)
General Notes:
1. This is a BOUNDARY Survey performed in the field on Proposed
2. No aerial, surface or subsurface utility installations, underground improvements or
subsurface/aerial encroachments, if any, were located.
3. Building ties shown are to the exterior unfinished foundation surface or lormboard.
4. Elevations shown hereon. If any, are assumed and were obtained from approved
Construction plans provided by the Client unless otherwise noted, and are shown
only to depict the proposed or actual difference in elevation relative to the assumed
temporary Benchmark shown hereon.
5. The parcel shown hereon is subject to all easements, reservations, restrictions, and
Rights -of --way of record whether depicted or not on this document. No search of the
Public Records has been made by this office.
6. The legal description shown hereon is as furnished by client.
7. Platted and measured distances and directions are the same unless otherwise noted.
Denotes %' Iron red with yellow plastic cap marked LB4937 or LS3182, or
iron rod with red plastic cap marked 'Witness Comer", unless otherwise noted.
O Denotes P.C.P. (Permanent control point)
Denotes Permanent Reference Monument
o _
n
P
n
Gf nm
H
m
mn
rrniz
ko rrn
V)z
am
LOT 42
SETBACKS:
Max Coverage - 62 y
Front 25' Rear 20' FSIE DATA
Side 5 ' Corner 15' ER14OLIS SO. FT. -
43yMmimtmLotWidth60' T S0. FT.
IMPERVIOUS AREA -2.919 SO. FT.
Note: Bearngs shown hereon ore referenced to the CIL
or as berg N 00°00' 1 7'W.
Verricd datun Is based on NGVD per Engineering
construction plans by Ned H i I I e r Engineering. hc.
Job Nmber 2001.
Legend
to Temporary Benchmark
GVS
O.R.B.
Offset
Official Records Bookassumeddatum)
Pa Plot BookBOWBeckofsidewalk
PC Point of CurvatureC/L Centedine
PCC. Point of Compound Curvature
f Central or (Delta) Angle
PC P Permanent Control Point
CALC Central ed P Pepe
CB Chord Bearing PR.M Permanent Reference Monument
CD Chord
PA Property LineC. M. Concrete Monument
P.O.B. Point of BeginningEL. or ELEV Elevation P.O.C. Point of CommencementFINALELElevation (Measured) p 1 Point of Intersection
Fn Found PRC Point of Reverse Curvature
Fin.Ff. Elev Finished Floor Elevation PT Point of TangencyI.P. Iron Pipe R RadiusI.R. Iron Rod RAD Radial Line
L Arc Length
RES. ResidenceLBLicensedBusinessR1WRight -of -WayLSLandSurveyorTBMTemporaryBenchmarkMeeMeasuredTYP. Typical
N/D(N6D) Nat and Disk
Fence symbol (see drawing) N R Not Radial
X—X- Fence symbol (see drawing)
Certification: Not valid without tho sl ure and the original raised seal
of a Florida licensed Surveyor on appo D r o e n by: CM
Tn' survey meets the requirom nt of the FI ride Minimum Technical Checked 6 y : DP
fen contained In 61G17 Florida Administrative e. Prepared For: MORRISON
Sketch of Legal Description Jo6Numbar: 02-017-02
This is not a Survey Scale 1 30'
cc.0 LM Plot plan performed: 07-21-03
Model Change: 10-06.03
William A. Herx, P.L.S. Florida Regis/ere L nd Surveyor No, 3182 F o u n d o lion Survey: Dare@ L. Prxemienlecki, P.S.M. Registe urveyor and Mapper No, 6030 Final Survey: William R. Herr. P.S.M. Registered Surve rand Mapper No, 6092 Revisions
Herx 6 Associates Inc., State of Florida LB 4937
LIMITED POWER OF ATTORNEY
DATE: t
I HEREBY NAME AND APPOINT: MNK)GK) WkeK FEED HONE/qo TAV TOTES
EACH AN AGENT OF: MORRISON HOME
TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO
THE BUILDING DEPARTMENT OF: CCII
FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED AT
LOT NUMBER:
SUBDIVISION:
ADDRESS:
AND TO SIGN MY NAME AND DO
TO THIS APPOINTMENT.
MARIA LISA STEINER
AME OF CONT O
SIGNATURE OF CONTRACTOR)
STATE CERT. # CR-CO41929
THINGS THAT ARE NECESSARY
CONTRACTOR'S STATE REGISTRATION NUMBER)
The foregoing instrument w s acl owledged before me this:
DATE:
BY: MARIA ISO R
Who is personally known to me and did not take an oath.
STATE OF FLORIDA
COUNTY OF ORANGE. LIANA EMIRO
MY COMMISSION Y DID237775
EXPIRES: August 3, 2007
B=WThruNotary PubloUrderwritert ' Y
ISINATUREOF NOTARY NOTARY SEAL.
Permit Number:
1Pc epared By Daphne Clark
and P.O.Box 784283
Return To: Winter Garden, FL 347784283
NOTICE OF COMMENCEMENT.
State of Florida.
County of Seminole.
MARYANNE MORSE, CLERK OF CIRCUIT COURT
SEMINOLE COUNTY
BK 05112 PIS 0598
CLERK'S # 2003210479
RECORDED 11/25/2003 08:08:06 All
RECORDING FEES 6.08
RECORDED BY L McKinley
CERTIFIED COpf
MARYANNE MOR.SE
OLERK OF CIR UIT UKII
ECUs HOLE U TY. RIDA
CLER
NOV 2 5 2003
The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance
with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
Description of property:
Lot Number
Legal Description 4VEL BAY, according to the plat thereof, as recorded in Plat
Book 63, Pages 84-88, of the public records of Seminole County,
Florida.
Street Address O i Sanford, FL
2. general description of improvements
New single family residence
3. Owner information : Name Morrison Homes
Address 151 South Mall Lane. Suite 200 Maitland FL 32751-7172
Tel Number (407) 629-0077
Fax Number (407) 629-5282
4. Fee Simple Title Holder: N.A.
5. Contractor: Name Maria Lisa Steiner
Address 151 South Hall Lane. Suite200 Maitland FL 32751-7172 Tel Number (407)
629-0077 Fax Number (407)
629-5282: 6. Surety : N.
A. 7. Lender: N.
A. 8. Persons within
the State of Florida designated by the Owner upon whom notices or other documents may be served as
provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition
to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(
1)(b), Florida Statutes. N.A. n 10. Expiration date
of notice of commencement : One year from the date of reW4g;, Date Signed : / D
Signature of Owner's Agent, Maria Lisa Steiner: Sworn to and
ed before me this by Sign o Maria
Lisa Steiner,
who is personally known to me. r ruk. MY
COMMISSION 1
DD 214$i 1 Notary Seal: * * EXPIRES:
Jute 27- 2007 4> 4' i011dtd
ThN 8WPt NOI"%'*" 4"t OF
0!
4 ¢ Ni-4 Vf!
10-03-203 9:04AM FROM P.2
Permit p *-
Job Addre":
CITY OP SAN80RD Pumrr AprucATION
Data _
CO 77—
Description of Work:
Historic District: Zoning: Value of Work;
Permit Types Buihfrag Electrical Mccbanical Pluutbiag Fire Sprinkler/Alan Pool
Electrical: Now Sc vioc. — 0 of AMPS Addialtut/Ah=Uion Cbmlgc of Service Temporary Polc _
Mechanical: Residwtial Non -Residential Replaoomcat New (Duct Layout & rwaW talc. Requirod)
Plumbing/ Ncw Commercial; N of Fixtures 0 of Wwwr & Sewer Litaos q of Gas Lines
Plumbing/New Residential: a of Wa sets Plumbing Repair — Residential or Commercial
Occupancy Type: Residential (:omrrtercw Industrial Total Square Footage
Con truelion Type: p of Stories: q of Dwelling units: Flood Zone (IFIEMA form required for other tbau X)
Parcel 0; ,_ - (A cb Proof of Owearship & Legal 0Wrlptioo)
Cwnera mu & A rat: r v O r tp—r O
Cones ctor Name Addrela 1 Uhl / O
Jrate Ucesae Number: r=
Phone & Fa:; %' 7 rP%T%-Md—ogcaa Parson:
tlunnriog Courpauy:
Address: .....-- --
lartgage Lender: — --
Addreai: _ ..... _._
Architect/tugiucer: Phone:
Addresa: Fax:
Application is hereby made to obtain a permit to do the work and inualluions as indicaud. I certify that ao work or installation has commenced prior to the
issuance of a permit and that all work will be perfotrnod to meet uaadards of all laws regulating construction in tbiS jurWictioo. 1 understand ttwt a t cparatc
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 applicablo laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YU01t I•AYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFOU RECORDING YOUR NOTICE OF COMMENCMMF..N'f.
NOTICE: In addition to the requirements of this permit, there may be additional resuicuons applicable to thu property that may be found in the public records of
this county, and there may be additional permits required from other governmenul entitits such as water management districts, state agencies, or federal agcncioa-
Acceptance of permit is verification thu I will notify the owner of the property of the requirements of Florida Licn Law, FS 713
Signature of Owner/Agent Due Signature of Co ctur/Agent ... Date
Print Owncr/Agcnt's Name
Signature of Notary-Sute of Flonda
OwnedAgeni is _ Personally Known to Me or'
Produced 10
APPLICATION APPROVED SY; llldg:
Initial & Datc)
Special Conditions: ,
Date
Print Contractor/Agent's Name
Sn a lire of Noury-State of Florida Date
Contractor/Agent is • Personal R a t t er% Stokes
Produced ID Commission D0024871
or E> Aires May 13 2005
Zoning: Unilitics: FD:
initial & Date) (Initial & Datc) (Initial & Date)
Permit # j V_
Job Address:/7<
Description of Work:
Historic District:
CITY OF SANFORD PERMTI NAPPLlCAT10 •
n - /ifhnte' t
Zoning: ov Value of Work:
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Fo41
Electrical: New Service — # of S Addition/Alteration Change of Service Temporbary Pole
Mechanlcak! Resident. — Non -Residential Replacement New (Duct Layout & Energy Cell. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of W Closets Plumbing Repair— Residential or Commercial 1 _—
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required rot' (.fhcr than X)
Parcel N: (Attach Proof of Ownership & Legal Description)
Owners Name & Address: `
T
rn(/ O ,¢L _-
Phone: _
Contractor Name & Address: ]31L4TRRPATMi: it eTR (r-iiunMe
License N Phone &
Fax: Bonding
Company: Address:
Mortgage
Lender: Address:
Architect/
Engineer: Address:-
V.
Vlq kits Phone:
Fax:
Application
is hereby made to obtain a pem»t to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance
of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit
must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR
CONDITIONERS, etc. OWNER'
S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be do in cort fiance with all applicahlr. law: rc;ytd;t6ng construction
and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMM CEMENT MAY RESULT fN 1'OOR I'i-. VG,1G TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FiNANC b NSULT W7`H 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 licab to this propertyat may be,found n the public records of this county,
and there may be additional permits required from other governmental entiti ucIt ter nuf em distri state ag rics, nf(det l agencies. Acceptance of
permit is verification that I Hill notify the owner of the property of Signature of
Owner/Agent Date Print Owner/
Agent's Name Signature of
Notary -State of Flonda Date Owner/Agent
is _ Personally <no,,n to Me or Produced ID
APPLICATION APPROVED
BY- Bldg: Zoning: Initial & Date)
i J7epU!
Conditions: _
ulrfrnenLs -fond
i - w, -7 I }.— FEB 2
3 2004 JERT ontactor/
Agent
Date G. DELLO
RUSSO Pn'gt
Conhactor .-leent's Na Signature of
No_ --State of Florida Date Contractor/Ace-.::
Pcrsonai;.' Known to Me or Produce".'.) Initial &
Date)
ff MIRINDA C.
TURNER EXPIRES: June
14,2007 Bonded TW
Notary Public Undewnters
Permit #
Job Addr
Descriptii
Historic District:
CITY OF SANFORD PERMIT APPLICATION
Zoning: Value of Work: $
Permit Type: Building Electrical _Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS J. 5:b Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial
Occupancy Type: Residential < Commercial Industrial Total Square Footage:
Construction Type: _ # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel q:
Owners Name & Address:
42) c, 4)e, Aa
C tractor Name & Air
Phone & Fax: 3
Bonding Company:
Address:
Mortgage Lender:
Address:
Contact
Attach r5oofiof Owgership &
State License
Architect/Engineer: Phone:
Address: Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
v
1
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 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 require m Jts
ofof FFlor ida Lien Law, FS 7
i`•GV " v
Signature of Owner/Agent Date Signature of Con t gent Date
Print Owner/Agent's Name Print rl ractor/Agent's Napfe
q Id-tS-
Signature of Notary -State of Florida Date nature ot Notary -State of Florida D tt r MmOdOver
M Commltislon DD2721i09
a Exptrea December 07 2007
Owner/Agent is _ Personally Known to Me or Contractor/Agent is Personally Known to Me or
Produced ID _ Produced ID
APPLICATION APPROVED BY: Bldg:
Initial & Date)
Special Conditions:
Zoning:
Initial & Date)
Utilities: FD:
Initial & Date) (Initial & Date)
A
0
FORM 60OA-2001
FLOBIDA-ENERGY-E.F- ACI'ENCY-AGODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: LANTANA Builder. ORR ON S
Address: 7,f Permitting Office:
City, State: / Permit Number.
Owner. b ..lea ti -rnM S Jurisdiction Number.
Climate Zone: Central
1. New construction or existing New
2. Single family or multi -family Single family _
3. Number of units, if multi -family 1 _
4. Number of Bedrooms 4 _
5. Is this a worst case? Yes _
6. Conditioned floor area (ft') L846.f1?F
7. Glass area & type Single Pane Double Pane _
a. Clear glass, default U-factor 253.0 R2 0.0 ft' _
b. Default tint 0.0 ft' 0.0 ftl
o. Labeled U or SHGC 0.0 ftl 0.0 ft'
8. Floor types
a. Slab -On -Grade Edge Insulation
b. N/A
c. N/A
9. Wall types
a. Concrete, Int Insul, Exterior
b. Frame, Wood, Exterior
c. Frame, Wood, Adjacent
d. N/A
e. N/A
10. Ceiling types
a. Under Attic
b. N/A
c. N/A
11. Ducts
a. Sup: Of& Ret: Unc. AH(Scalcd):Gwage
b. N/A
R=0.0, 201.0(p) ft _
R=4.1, 1150.4 ft' _
R=11.0, 17.0114 _
R=11.0, 418.0 ft' _
11=30.0, 1851.0 ftl _
Sup. R=6.0, 1.0 ft
12. Cooling systems
a. Central Unit
b. N/A
c. N/A
13. Heating systems
a. Electric Heat Pump
b. N/A
c. N/A
14. Hot water systems
a. Electric Resistance
b. N/A
e. Conservation cmdiia
HR-Heat recovery, Solar
DHP-Dedicated heat pump)
15. HVAC credits
CF-Ceiling fan, CV -Cross ventilation,
HF-Whole house fan,
PT -Programmable Thermostat,
MZ-C-Multizone cooling,
MZ-H-Multizone heating)
Glass/Floor Area: 0.14
Total as -built points:27499 PASSTotalbasepoints: 28780
I here6certify that the plans and specifications covered by
this calculation are in complianc ith the Florida Energy
Code. PREPARED
BY: DATE:
I
hereby certify that this building, a des' ned, is in compliance
with the Florid Code. OWNER/
AGENT: DATE:
9 . Cap:
35.0 kBtu/hr _ SEER:
12.00 Cap:
35.0 kBtu/hr _ HSPF:
7.80 Cap:
50.0 gallons _ EF:
0.86 _ PT, _
Review
of the plans and tasT, specifications
covered by this indicates
yoQ
calculation
compliance r, with
the Florida Energy Code. Before
construction is completed this
building will be inspected for compliance
with Section 553.908 co1)
FloridaStatutes. WE BUILDING
OFFICIAL: DATE •
EnergyGaugeO (
Version: FLRCSB v3.30) `.•.. - r , 1 , • _.
FORM 60OA-2001
SUMMER- CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #.
BASE AS -BUILT
GLASS TYPES I18XConditionedXBSPM = Points Overhang
Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points
18 1846.0 25.78 8566.2 Single, Gear NW 5.0 4.0 15.0 40.72 0:61 373:0
Single, Gear NW 1.4 12.5 24.0 40.72 1.00 973.1
Single, Gear NE 1.4 8.0 38.0 47.10 0.97 1737.9
Single, Gear NE 1.4 8.0 38.0 47.10 0.97 1737.9
Single, Clear SE 1.4 9.0 53.0 61.07 0.97 3141.7
Single, Gear SE 1.4 8.0 19.0 61.07 0.96 1117.9
Single, Gear SE 1.4 8.0 19.0 61.07 0.96 1117.9'
Single, Gear SW 1.4 8.0 19.0 56.99 0.96 1042.3
Single, Clear SW 1.4 8.0 28.0 56.99 0.96 1536.1
As -Built Total: 253.0 12778.0
WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points
Adjacent 418.0 0.70 292.6 Concrete, Int Insul, Exterior 4.1 1150.4 1.18 1357.5
Exterior 1167.4 1.90 2218.1 Frame, Wood, Exterior 11.0 17.0 1.90 32.3
Frame, Wood, Adjacent 11.0 418.0 0.70 292.E
Base Total: 1585.4 2510.7 As -Built Total: 1585.4 1682.4
DOOR TYPES Area X BSPM Points Type Area X SPM Points
Adjacent 18.0 1.60 28.8 Exterior Wood 34.0 720 244.8
Exterior 34.0 4.80 163.2 Adjacent Insulated 18.0 1.60 28.8
Base Total: 52.0 192.0 As -Built Total: 52.0 273.6
CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points
Under Attic 1851.0 2.13 3942.6 Under Attic 30.0 1851.0 2.13 X 1.00 3942.6
Base Total: 1851.0 3942.6 As -Built Total: 1851.0 3842.6
FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points
Slab 201.0(p) 31.8 6391.8 Slab -On -Grade Edge Insulation 0.0 201.0(p 31:90 6411.'9
Raised 0.0 0.00 0.0
Base Total: 6391.8 As -Built Total: 201.0 6411.9
INFILTRATION Area X BSPM Points Area X SPM Points
1846.0 14.31 26416.3 1846.0 14.31 26416.3
EnergyGaugeO DCA Form 60OA-2001 EnergyGaugeVFIaRES2W1 FLRCSB v3.30
FORM 60OA-2001
SUMMER -CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT
BASE AS -BUILT
Summer Base Points: 35236.9 Summer As -Built Points: 38680.9
Total Summer X System = Cooling Total X Cap X Dud X System X Credit Cooling
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points.
DM x DSM x AHU)
38680.9 1.000 1.087 x 1.150 x 0.95) 0284 0.950 12400.7
35235:9- 0.4266 16031.6 38680.9 1.00 1.188 0.284 0.950* - 12400.7
EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge@/RaRESTOD1 FLRCSB d3.30
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #.
BASE AS -BUILT
GLASS TYPES
18 X Conditioned X BWPM = Points Overhang
Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Points
18 1846:0 5.86 1947.2 Single, Clear NW 5.0 4.0 15.0 14.97 0.99 222.7
Single, Gear NIN 1.4 12.5 24.0 14.97 1.00 358.9
Single, Gear NE 1 A 8.0 38.0 14.70 1.00 558.9
Single, Gear NE 1.4 8.0 38.0 14.70 1.00 558.9
Single, Gear SE 1.4 9.0 53.0 10.59 1.02 572.1
Single, Gear SE 1.4 8.0 19.0 10.59 1.02 205.6
Single, Gear SE 1.4 8.0 19.0 10.59 1.02 205.6
Single, Gear SW 1.4 8.0 19.0 11.59 1.01 222.6
Single, Gear SW 1.4 8.0 28.0 11.59 1.01 328.0
As -Built Total: 253.0 3233.4
WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points
Adjacent 418.0 1.80 752.4 Concrete, Int Insul, Exterior 4.1 1150.4 3.31 3802.1
Exterior 1167.4 2.00 2334.8 Frame, Wood, Exterior 11.0 17.0 2.00 34.0
Frame, Wood, Adjacent 11.0 418.0 1.80 752.4
Base Total: 1585.4 3087.2 As -Built Total: 1585.4 4588.6
DOOR TYPES Area X BWPM Points Type Area X WPM Points
Adjacent 18.0 4.00 72.0 Exterior Wood 34.0 7.60 258.4
Exterior 34.0 5.10 173.4 Adjacent Insulated 18.0 4.00 72.0
Base Total: 52.0 245.4 As -Built Total: 52.0 330.4
CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points
Under Attic 1851.0 0.64 1184.6 Under Attic 30.0 1851.0 0.64 X 1.00 1184.6
Base Total: 1851.0 1184.6 As -Built Total: 1851.0 ' 1184.6
FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points
Slab '201.0(p) A.9 381.9 Slab -On -Grade Edge Insulation 0.0 201.0(p 2.50 502.5'
Raised 0.0 0.00 0.0
Base Total: 381.9 As -Built Total. 201.0 502.5
INFILTRATION Area X BWPM Points Area X WPM Points
1846.0 0.28 516.9 1846.0 -0.28 516.9
EnergyGauge® DCA Form 60OA-2001 EnergyGaugeVFlaRES-"1 FLRCSB v3.30
FORM 60OA-2001
WINTER -CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #.
BASE AS -BUILT
Winter Base Points: 5565.E Winter As -Built Points: 9322.6
Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
DM x DSM x AHI )
9322.6 1.000 1.078 x 1.160 x 0.95) 0.438 0.950 4603.6
5565.6 0.6274 3491.9 9322.6 1.00 1.188 0.438 0.950 4603.E
EnergyGauge"' DCA Form 600A-2001 EnergyGaugeVF1aRE52001 FZRC.SB v3.30
FORM 60OA-2001
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #.
BASE AS -BUILT
WATER HEATING
Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total
Bedrooms Volume Bedrooms Ratio Multiplier
4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5
As -Built Total: 10494.5
CODE COMPLIANCE STATUS
BASE AS -BUILT
Cooling + Heating +
Points Points
Hot Water
Points
Total
Points
Cooling . + Heating + Hot Water = Total
Points Points Points Points
15032 3492 10256 28780 12401 4604 10495 27499
PASS
EnergyGauge"' DCA Forth 600A-2001 EnergyGaugeOFTaRES2001 FLRCSB V3.30
FORM 60OA-2001
Code Compliance Checklist_
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #.
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK
Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfrn/sq.fL window area:.5 cfm/ .R. door area.
Exterior & Adjacent Walls 606.1ABC. 12.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa foundation &
wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations;
between wall panels & top/bottom plates; between walls and floor. EXCEPTION:
Frame walls where a continuous infiltration barrier is installed that extends from
and is sealed to the foundation to the top plate. Floors
606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION:
Frame floors where a continuous infft ation barrier is installed that is sealed to
the perimeter, penetrations and seams. Ceilings
606.1 ABC.12.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chas soffits,
chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic
access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed
that is sealed at the perimeter, at penetrations and seams. Recessed
Lighting Futures 606.1.ABC.12.4 Type IC rated with no penetrations, sealed; or Type IC or norv4C rated, installed inside a sealed
box with 112" clearance & 3' from insulation; or Type IC rated with < 2.0 cfm from conditioned
space, tested. Multi-
sbDry Houses 606.1ABC. 12.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration
refits 606.1ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion
air. 6A-22
OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION
REQUIREMENTS CHECK Water Heaters
612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric
or cutoff as must be provided. External or built4n heat trap required. Swimming Pools &
Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have
a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of
78%. Shower heads
612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution
Systems 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
uncondifioned attics: R-6min. insulation. HVAC Controls
607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 6D4.
1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling &
floors R-11. EnergyGauge"' DCA
Forth 60DA-2001 EnewGauge@/F1aRES-"l FLRCSB v3.30
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 84.3
The higher the score, the more efficient the home.
1. New construction or existing
2. Single family or multi -family
3. Number of units, if multi -family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (f(')
7. Glass area !d type Single Pane
a. Clear - single pane 253.0 ft'
b. Clear - double pane 0.0 R'
c. Tint/other SHGC - single pane 0.0 ft'
d Tint/other SHGC - double pane
8. Floor types
a. SlabOn-Grade Edge Insulation
b. N/A
c. N/A
9. Wall types
a. Concrete, Int Insul, Exterior
b. Frame, Wood, Exterior
c. Frame, Wood, Adjacent
d N/A
e. N/A
10. Ceiling types
a. Under Attic
b. N/A
c. N/A
11. Ducts
a. Sup: Unc. Rct: Unc. AH(Sealed):Garage
b. N/A
New
Single family _
1 _
4 _
Yes _
1846 f'
Double Pane _
0.0 ft' _
0.0 ft' _
0.0 W
R=0.0, 201.0(p) ft _
R=4.1, 1150.4 ft' _
R=11.0, 17.0 R2 _
R=11.0, 418.0 ft'
R=30.0, 1851.0 ft' _
Sup. R=6.0, 1.0 ft _
12. Cooling systems
a. Central Unit
b. N/A
c. NIA
13. Heating systems
a Electric Heat Pump
b. N/A
o. N/A
14. Hot water systems
a. Electric Resistance
b. N/A
e. Conservation credits
HR-Heat recovery, Solar
DHP-Dedicated heat pump)
15. HVAC credits
CF-Ceiting fan, CV -Cross ventilation,
HF-Whole house fan,
PT -Programmable Thermostat,
MZ-C-Multizone cooling,
MZ-H-Multizone heating)
I certify that this home has complied with the Florida Energy Efficiency Code For Building
Construction through the above energy saving features which will be installed (orexceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature:
Address of New Home:
Date:
City/FL Zip:
Cap: 35.0 kBtu/hr _
SEER:12.00 _
Cap: 35.0 kBtu/hr _
HSPF: 7.80
Cap: 50.0 gallons _
EF: 0.86
PT, _
NOTE: The home's estimated energyperformance score is only available through the FLARES computer program. This
is-W a Building Energy Rating. If yourscore is 80 or greater (or 86 for a US EPA/DOE EnergyStar `rdesignation), your
home may qualify for energy efficiency mortgage (EEM incentives ifyou obtain a Florida Energy Gauge Rating. Contact
the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucf. edu for information
and a list of certifted Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact
the Department of CommunityAJf'airs at 8501487-1824. EneagyGauge® (
Version: FLRCSB v3.30)
RIGHT-J CALCULATION PROCEDURES A, B, C, D
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: LANTANA 1048-02
109 COMMERCE STREET, LAKE MARY, FL 32746-6208 Phone: (407) 831-2685
Proceaure A - winter intutratiomMTM uaicuiatiow
1. Winter infiltration AVF
0.80 ach x 17008 fP. z 0.0167 = 227 cfm
2 Winter infiltration bad
1.1 x 227 cfm x, 32 ' ' °F Winter TD = 79M BkM
a VVnter infiltration HTM
7%Q Btuh / W5 W Total vkWoN = 26.2 BtuhW
and door area
aroceaure 6 - bummer Intinratlon wtm ualculatlon
1. Summer bfltraton AVF
0.40 ach x 17008 fi. x 0.0167 =
2 Summer infiltration bad
1.1 x 113 cfm
a Summer nardtion HTM
2245 Btuh / 305
x 18 'F StmnerTD =
ff= Total window =
and door anew
113 cfm
2245 Btlih
7.4 Btuhlft?
Procedure C - Latent Infiltration Gain
0.68 x 43 gdm moistd'Iff. x 113 cfm = 3344 Btuh
rroceaure u - tqurpment bizing Loaas
1. Sensible s¢i1g bad
Sensible ventilation bad
1.1 x 50 cfm vent x 18 °F SurrrnaTD = 990 Btuh
Sensible bad for structure (Line 19) + 25307 Btuh
Sum ofventilation and structure bads = 27297 Bath
REquonerd bad X 51
26751smn9 - se Btuh
2 Latent soM bad
Latent ventilation bad
0.68 x 50 cfm vent x 43 grflb moistdiff. = 1474 Btuh
Internal bads = 230 Bhi1 x 6 people + 1380 Bluh
Infiltration bad from Prooedure C + 3344 Btuh
Equ4xnerlt sOM load - latent = 6198 But
Construction Quality is: a No. of Replaces is: 0
Sold/italic values have been manually overridden
Rrft t Certified by ACCA to meet al requirements of Manual J 71h Ed
wngtjtsoft Right -Suite Residential- 5.5.06 RSR26017 2002-Oct-18 13:38:02
E:1Files\MORRISON 20021LANTANA%LANTANA.rsr Page i
RIGHT-J LOAD AND EQUIPMENT SUMMARY
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: LANTANA 10-18-02
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
Project• •
For. NCRFaXV HCNGS
Notes:
Weather.
Winter Design Conditions
Out ide db 38 OF
Inside db 70 OF
Design TD 32 OF
QW1dQ AP, FL, US
Heating Summary
Buaamvgg hit loss 35205 Bluh
Venation air 0 cfm
Ventilation air loss
Design heat bad
0
35205
Bbh
Bb h
Infiltration
Method
UnsbructioFvepboes n quaky Average
0
Area (W)
Volume (ft)
HeanOMM1846
17008
C
1846
17008
Air changesAmur
Equiv. AVF (dm)
0.80
227
0.40
113
Heating Equipment Summary
Mala? TRADE
Trade
EfficieHealirncy
ipt
HHeatig
Actual heating fan
Heating air flaw factor
114 FOOF
0 Blr h @ 4-rF
0 OF
1200 cfm
0.034 dmrBhlh
Summer Design Conditions
Outside db 93 OF
Inside db 75 OF
Design TD 18 OF
RelaM
huhurrifty
50 % Moist -
re difference 43 grAb Sensible
Cooling Equipment Load Sizing Structure
25307 Btuh Ventilation
990 Btuh DDesignn
tem perahue swig 3.0 OF Ratefswng
mAfiplier 0.98 Total
sens. equip. bad 26751 Bblh Latent
Cooling Equipment Load Sizing Internal
gains 13BO Btuh Ventilation
1474 Btuh Infiltration
3344 Btuh Total
latent equip. load 6198 Btuh b
onR to&capacdy0.80°i6 SHR 2-8 ton Cooling
Equipment Summary Male
TRME Trade
ESe
eble120EER 213320 Btuh
Latent cooing
7080 Btuh Total cooing
35400 Btuh Actual coo
fan 1200 cfm Cooling air
flow factor 0.046 cfrTMWh Load sensible
heat ratio 81 % Bold/lrallo
values have been manually overridden Prvtx t
certified by ACCAto meet all req<uernerts, of Manual J M Ed wngFitsoft Right -
Suite Residential' 5.5.06 RSR26017 2002-Oct-18 13:38:02 CCA EAFilesWORRISON
20021LANTANAILANTANA.rsr Page 1
RIGHT-J WINDOW DATA
DEL AIR HEATING,AIR CONDITIONING,R Job: LANTANA 1048-02
109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665
W S D W G L S S O N A S O O W C W S
N K I A L O T H V G N H V V H H N H
D Y R L A W R A H L G C R R G T A A
W L Z E M D G Z L O X Y T M R R
FOY/LIV/DIN
a n ne b c n 0 n 1 1 90 1.0 5.0 1.0 3.0 62.4 15.0 0.0
a n ne a c n 0 d 1 1 90 1.0 1.4 6.5 6.0 39A 24.0 0.0
a n se a C n 0 d 1 1 90 1.0 1.4 2.0 6.0 47.4 38.0 1.8
KIT
NOOK/FAM
a n se a C n 0 d 1 1 90 1.0 1.4 2.0 6.0 47.4 38.0 1.8
b n sw a C n 0 d 1 1 90 1.0 1.4 20 7.0 47.4 53.0 2.1
BR4/OPT DEN
a n sw a C n 0 d 1 1 90 1.0 1.4 20 6.0 47.4 19.0 0.9
BR3
a n sw a C n 0 d 1 1 90 1.0 1.4 20 6.0 47.4 19.0 0.9
BTH2
BR2/0PT M SITTIG
a n nw a C n 0 d 1 1 90 1.0 1.4 20 6.0 39.4 19.0 0.0
M BTH
M BR
a n nw a C n 0 d 1 1 90 1.0 1.4 20 6.0 39.4 28.0 0.0
WIC
LAUND
wnghftsoft Right -Suite Residential- 5.5.08 RSR26017 2002-Od-18 13:38:02
4CCK E:1Files\MORRISON 20021LANTANA%LANTANA.rsr Page 1
t
r PGJiTd ORKSHEET
ntrrese
DEL AIR HEATING,AIR CONDITIONING,R Job: LANTANA 10-18-02
109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665
r vm'&Mq-.l /mm
1 Naredrain ErlieHase FCJYANEN Kfr NCC74FAM
214CeLEr hdeq asedm 201.0 R 620 R 120 R 360 R
3 Fdlandrrer s 15.0 x 240 R 160 x 120 ft 1fi0 x 21.0 ft
Ns Girt Opficn 92 R heati6od d 94 R hedAnd 94 E heal — 94 R heefknd
1Y%CF I CST HTM Area Load (EW A. Lcad (F311t) A. Loaf (n Nee Loaf AM
E)FCS-l;r= No I ag fFl Flo Clg Fig I C1g ft'I H9 Cg fn RD I C19
5 Gus a 143 46 21 1333 345 113 33E
6q d b 1M 29 1.9 66
wekard c 13C 32 1.2 1 0 c"'
perlibors d 00 00 0 0 0
e DO 00 0 0 0
f 00 QO 01 0 0
6 Vwdansard a 1C 370 2E 7392 77 0 0 31 Um
gassdras b 8C 37.0 53 1933 0 0 0 0
Fbatrg c 9^ 387 0 0 0 0 0 0— 0
d 1C 370 0 0 0 0 0 0— 0
e 7L 2II8 0 0 0 0 0 0— 0
f GO 0 0 0 0 0 0— 0
7 ftdwaard NoM 204 7 IM 2 35 0 0 60
yassmas NE M/ 434 86 37M 39"" 1892 0 0 0
Cbofr E W QO 0 0 0 0 0 0 0
SESN 47.4 lfc 7551 36"" 1717 0 0 a"" 41M
Souh 00 0 0 0 0 0— 0 0
Harz QO 0 0 0 0 0 0 c 0
8 CRradlors a 10D 147 99 34 500 335 34 sm 333 0 0 0 c 0 0
b 11A 169 127 18 Z9 0 0 0 0 0 0 0 0
c QO 0.0 0 0 0 0 0 0 0 0 0 0 0
9 N3 a 143 46 21 1150 5301 23ED 233 1337 583 113 520 24 1143 509
egneed b 12C 29 1.9 17 IQ 33 17 IV 33 0 0 0 0 0
weGard c 13C 32 1.2 418 13T7 489 172 542 201 0 0 0 1 0 0
parh3ors d CIO 00 0 0 0 0 0 0 0 0 0 0 0
e CIO GO 0 0 0 0 0 0 0 0 0 0 0
f QO QO 0 0 0 0 0 0 0 0 0 0 0
10 ce gs a 1M 1.1 1.4 1851 19E5 25EB 350 3EO 499 192 2O3 296 31 K5 485
b 00 00 0 0 0 0 0 0 0 0 0 c 0 0
c 00 00 0 0 0 0 0 0 0 0 0 0 0
d GO 00 0 0 0 0 0 0 0 0 0 0 0
e 00 GO 0 0 0 0 0 0 0 0 0 0 0
f 00 GO 0 0 0 0 0 0 0 0 0 0 0
11 Floors a 22A 259 00 201 5210 0 1607 0 12 311 0 a 933 0
Otte. m= b 1Z 1.1 GO 0 0 0 0 0 0 0 0 0 0 0
peFrr3er c GO QO 0 0 0 0 0 0 0 0 0 0 0
diisspl. d 00 QO 0 0 0 0 0 0 0 0 0 0 0
fordab a QO QO 0 0 0 0 0 0 0 0 0 0 0
fbas) f QO QO 0 0 0 0 0 0 0 0 0 0 0
12 Irfirabon a 26.2 7.4 3E 7982 22,b 111 245 817 0 0 0 91 23E2
13 SLdbWbss=64a+11+12 3aTb 1Om 1034 8173
Less e&relhe*U 0 0 0 0
Lessba da 0 0 0 0
Haab g mdstfl 0 0 0 0
14 DLEttss 109A 3207 101A 1013 100A 103 1OIX 817
15 Total loss=13+14 3EM5 11147 1137 fm
16 trt 93G Pao* @ 3m 6 18M 1 300 0 0 12M
AppL @ 12D 2 243) 0 0 1 12 D 0
17 S1tURSHg*r-7+a-+12+16 23916 m 1(EB 7R
Less edi3rMarafrg 0 0 0 0
LefiaEb e 0 0 0 0
Cbofrgredstbr.tim 0 e 0 0 0
18 Dudg3in 101A 2392 1 60 10 170 1
19 TdW1 R3-I g*F(17+18)'P F 1.00 2630/ 1 W 7M 1.00 18EB 1.0D 77ffi
20 Aimq.rred (drrp lZO 1 M 1 391 ffi 305
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DEL AIR HEATING AIR CONDITIONING,R Job: LANTANA 10-18-02
109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone- (407) 831-2665
rwv,&w u nnm
N3mdm= ER4CPrfBJ ER3 efl-Q EFOCP'rMSf= j3LF'-Mdd10.p.-d d 130 R 220 R QO ft 130 R
130 x 140 f[11.0 x 11.0 fl 130 x 60 R 11.0 x 130 R
Cek'KJS OmAOpt n 94 ft hedhod 9.4 f 8.0 f1 9.4 f1r mol 7YPECF
I CSr HTM A. Loader area Load(! A. Lwd(ELM Area LoadAn E*
csj:E No IClg n2) K9 Cl9 t') F09 I C19 M H9 C19 ff') K9 I C19 5
Gom a 143 46 21 1 27 0 1 E17n®
d b 1X 29 1.9 0 0 0 w %
arid c im 32 1.2 0 0 s 0 PENWO
d 00 QO 0 e
a0 QO 0 0 0 f
00 0.0 0 0 01 Z 6
V1kcbAr.ad a 1C 37.0 19 702 Is 7012""' 0 0 1 702 g0ssdoas
b 8C 370 0 0 0 0 0 0 0 FbEbV
c 9C 3a7 0 0 0 0 0 0 0 d
1C 370 0 0 0 0 0 0 0 e
7L 218 0 0 0 0 0 0 0 r f
QO 0 0 0 0 0 0 0 7
Wn±L%ard North 2Q4 1 18 1 18 0 0 0 ftmmcbors
wm 434 0 0 0 0 0— 0 1 7,40 Gbafrg
ENV QO 0 0 0 0 0— 0 0 EFGN
47.4 18 16 85B 0 0 0 Sodh
0.0 0 0 0 s 0 0— 0 0 Hba
QD 0 0 0— 0 01 0 0 8
Cfherdmm a 10D 147 9.9 0 0 0 0 0 0 0 0 0 0 0 b
11A 1a9 127 0 0 0 0 0 0 0 0 0 0 0 c
QO QO 0 0 0 0 0 0 0 0 0 0 0 9
NEf a 143 46 21 ice IV6 213 188 895 397 0 0 0 la 476 21 exm
d b IM 29 1.9 0 0 0 0 0 0 0 0 0 0 0 welt
and c 13C 32 1.2 0 0 0 0 0 0 0 0 0 0 0 fat6ors
d QO 00 0 0 0 0 0 0 0 0 0 0 0 e
QO 00 0 0 0 0 0 0 0 0 D 1 0 0 f
QO QO 0 0 0 0 0 0 0 0 0 0 0 10
Cekw a Im 1.1 1.4 182 192 252 121 12B 169 78 82 IOB 14 151 198 b
QO QO 0 0 0 0 0 0 0 0 0 0 0 c
00 00 0 0 0 0 0 0 0 0 0 0 0 d
0.0 00 0 0 0 0 0 0 0 0 0 0 0 e
QO a0 0 0 0 0 0 0 0 0 0 0 0 f
QO 00 0 0 0 0 0 0 0 0 0 0 0 11
Fbas a 22A 25.9 0.0 13 337 0 22 571 0 0 0 0 1 337 0 Note,
rare b 193 1.1 QO 0 0 0 0 0 0 0 0 0 0 0 PEd,
E i c ao ao 0 0 0 0 0 0 0 0 0 0 0 isdispl.
d QO QO 0 0 0 0 0 0 0 0 0 0 0 brsbb
a QO QO 0 0 0 0 0 0 0 0 0 0 0 ftoors)
f 00 QO 0 0 0 0 0 0 0 0 0 0 0 12
h7ihatbn a 262 7.4 19497 w is 497 140 0 0 0 11. 497 140 13
Sttlbtal bss=6+a.+11+12 2204 2763 82 2163 Lem
edarelh3*g 0 0 0 0 Lem
badter 0 0 0 0 F
m&V redSLtt Am 0 0 0 0 14
Dxt bss 1 1 10 8 10QA 216 15
Tctel lom=13+14 243 91 16
A gas PW*@ 3 0 0 0 0 0— 0 c"" 0 12m
8+12+16 1
t 0 0 0 0 0 17
SZtII1tRSHg 7 20M 1571 108 im Less
edardax g 0 0 0 0 Lesslra
der 0 o 0 0 Cm1rUred&
bbon 0 0 0 0 18
Dictgan 1 ZB 1 157 10 11 1 130 19
Tdal RSI-1 WF(17+18)'P F 1.00 2283 1 m 1728 1.00 11 1.00 1429 20
Air regAW (d" 104 1 79 3 5 81 PfnW
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FilesWORRISON 2002ILANTANAILANTANA.rsr Page 2
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DEL AIR HEA-nNG,AIR CONDMONING,R Job: LANTANA 10-18-02
109 COMMERCE STREET. LAKE MARY. FL 32748-6208 Phone: (407) 831-2885
r "UF4-* its
N3mdm= M6f}3 MeR VVC LANDLaFjtxposed%d7.dd6 00 ft 270 R 90 R 7.0 R
Rorrr. 130 x 1a0 R 120 x 150 R 80 x 80 ff TO x 60 ft
Ceb,gs QxMO bcn 80 It 1hsdAlod 94 ff 11e 1d 94 N t s4 Rii teatAnd
TYFECF I CST HTM Area Lamm Area Lmd(n Area LoedAh) Area LcedPA
DFC9 Na f t8 C39 On K8 09 On Flt9 I C19 On H9 CI9 OF) t9 I C39
5 Gross a 143 46 21 0 141 0
ENx-d b 1 29 1.9 0 0 0
ward c 1m 32 1.2 0 113 E5 CE
mtbors d 00 00 0 0 0
e QO QO 0 O O
f QO C101 o 0 o
6 V*xbv6ard a 1C 370 0 0 m 1035 0 0 0
gassdaas b 8C 370 0 0— 0 0— 0 0 c 0—
f-6dng c 9C 3a7 0 0— 0 0— 0 0 0—
d 1C 37.0 0 0 0 0 0 0 c 0
e 71- 208 0 0 0 0 0 0 c 0
f QO 0 0 0 0 O 1 0
7 VVnJwaad North 204 0 0 0 0 0— 0 0
gims d m N=-m 4a4 0 0 1103 0— 0 0
FJW QO 0 0 0 0 0— 0 c 0
SEGW 474 0 0 0 0 0 0 c"" 0
Sa1h 00 0 0 0 0 0 0 0
Hoa QO O O 0 0 0 0 0
8 Clherdoors a 1LD 147 9.9 0 0 0 0 0 0 0 0 0 0 0
b 11A 91271 0 0 0 0 0 0 0 0 0 1 340 229
c QO QO 0 0 0 0 0 0 0 0 0 0 0
9 NI 143 46 21 0 0 0 11 521 Zia 0 0 0 0 0
end b 12C 29 19 0 0 0 0 0 0 0 0 0 0 0
Wet ard c 1x a2 12 0 0 0 1 132 26B 99 151 56
pertbors d 00 QO 0 0 0 0 0 0 0 0 0 0 0
e QO QO 0 0 0 0 0 0 0 0 0 0 0
f QO QO 0 0 0 0 0 0 0 0 0 0 0
10 ceiiras a 183 1.1 1.4 1 234 1 249 51 67 44 58
b QO 00 0 0 0 0 0 0 0 0 0 0 0
c oo CIO 0 0 0 0 0 0 0 0 0 0 0
d 00 QO 0 0 0 0 0 0 0 0 0 0 0
e QO QO 0 0 0 0 0 0 0 0 0 0 0
f 00 QO 0 0 0 0 0 0 0 0 0 0 0
11 Floors a 224 25.9 00 0 0 0 0 9 Z33 0 181 0
KbL-: morn b 193 1.1 QO 0 0 0 0 0 0 0 0 0 0
psm ida c QO 00 0 0 0 0 0 0 0 0 0 0
isdispl. d QO QO 0 0 0 10000 0 0 0 0 0 0
fordab a QO QO 0 0 0 0 0 0 0 0 0 0
fbom) f QO QO 0 0 0 0 0 0 0 0 0 0
12 hMation a 282 7.4 0 0 0 28 733 26 0 0 0 1 471 132
13 SZbtfal ss*&+11+12 178 3 N 5m 1188
Lessed3relhaal g 0 0 0 O
Lem Nodo 0 0 0 0
Heatrg bon 0 0 e 0 0
14 Dui lobs 101A 1 1 10 55 1 119
15 Total loss=13+44 am 607 1307
16 trt gars R1o* @ 333 0 0 1 307 0 0 c 0
AppL @ 12m 0 0 0 0 0 0 1—
17 SaXtRSHgo-r-7+8-+12+16 234 2224 1 1016
LESS ed3rdcocfrg 0 0 0 0
LEMbaEb 0 0 0 0
0 0
18 Dtdgan 101A"" 23 1 22 iM 17 1 1 09
19 TdalRSHg*"17+18)RF 1m 233 im I%w 1c 1 1.00 1184
2) Air retied 0:14 1 — 12 112 1 211 8 1 45
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EARIesIMORRISON 20021LANTANAILANTANA.rsr Page 3
ty— duct
to roof nP
Ntst have a rinbtupi
18.13 pi-
p4tforw by
bw
w
I' both duct
o roof ctp
t' btl1 WCt
to rWf c D
iN-ljht
3' bth duct
to roof cop
IN
42X42 A/C LAB
BY BLOR MIN
2' FROM VA
Rating
SHIM AS REO'D
SEE NOTES)
INSTALLATION ANCHOR
ONE BY WOOD 3/16' DIA. TAPCON
BUCK BY OTHERS SHOWN
CAULK BETWEEN WINDOW CAULK BETWEEN
FIANCE k Y1000 BUCK WOOD SUCK k
MASONRY OPENINGO
CONCRETE OR BY OTHERS
MASONRY OPENNG
BY OTHERS
d
EXTERIOR-\\\ 1 1/4' MIN.
FINISH EMBEDMENT
BY OTHERS
PERIMETER CAULK 1/4- SHIMJ
BY OTHERS SPACE uAx.
FLANGE TYPE J
WINDOW FRAME
HEADER
ExnmOR
WINDOWHEIGHT
FLANGE TYPE
WINDOW FRAME
Su
PERIMETER CAULK -
BY OTHERS
BUCK WIDTH
1/4' SHIM
FLANGE TYPE SPACE MAIL
WINDOW FRAME
JAMB
ONE BY WOOD
BLICX BY OTHERS
1 1/4-MIN.
i—EMBEDMENT
SHIM AS REO'D
y (SEE NOTES)
G CONCRETE
OR MASONRY
OPENING
I BY OTHERS
nFLAN
INSTALLATION
ANCHOR
J/16' CIA
TAPCON SHOWN
PERIMETER CAUL(
BYOTHERSCAULK BETWEEN WOOD
BUCKkWINDOW WIDuAS'Y OPENING BY
OTHERS EXTERIOR
EXTERIOR
FINISHMVm
BUIX BY OTHERS SECTION
2 WINDOW
WTH.
A
8 C D
E K
2 WINDOW
HGT.
F G H
I. a
CAULK
BETWEEN WINDOW FLANGE k
PRECAST SILL WITH VULKEM PRECASR
SILL 116 ADHESIVE CAUL( OR BY
OTHERS APPROVED EQUAL SECTION
1 CrKERAI
Nam, 1)
SHIM AS REO'0. AT EACH INSTALLATION ANCHOR WITH LOAD BLUING SHIM. MAX. ALLOWABLE
SHIM STACK TO BE 1/4. 2)
WINDOW FRAME MATERIAL: ALUMINUM ALLOT 6063. 5)
USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD k JAMBS. SI L MUST BE ATTACHED
TO THE SUBSTRATE WITH VULKEM "I ADHESIVE CAULK OR APPROVED EQUAL 4)
APPLICATION OE VLROOM 116 ADHESIVE CAULK AT FRAME Sal MUST COMPLY WITH SEALANT UANUFACTURER'
S RECOMMENDATIONS. 5)
USE LATEX FAWK FOR PER[METER SEAL AROUND EXTERIOR OF WINDOW RANGE. 6)
CLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE
GLAZING 5 SHOWN. INSULATING LASS IS ALSO OLMLFIED. 7)
GENERAL ALUMINUMS 1440 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE
1540 INSULATING CLASS SINGLE HUNG SERIES. BUCK
HEIGHTSill
STOOL BY
OTHERS I
1 --
J ELEVATION
VIEWED
FROM EXTERIOR i
i pZ
i-dZ w
CAE(,!
T B[AL(Y\
FTLpIJy'RpMA. B.O.A.F. CAI V-
4 \ 11C kC i C/LT. R 1`ttiRM i OrrPWERAI
ALVp4lAJUM u.
A CTPR FTT .F $ --A COMPARATIVE
ANALYST ON CHART CALL
WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE
INCHES CAPACITY IN PSF LOCATIONS VAOTH/
ImGHT EXTER1011 INTERIOR HEAD JAMBS SIZEI2
1f ,n , a ff ro e G 5
a 1n x 34 zn 7a 78 a F.G 14
19 1n X 50 Sn 59 59 a F.G 1444
If +n X 54 we 54 54 B F,G 1445
19 1n X 55 an 52 52 B F.G 15
If 1n % 61 45 45 B F•G 16
tf 1 X 77 4040 Fr IH
1n
a 21/
1 X Se 3/1 5 51 B FC
cH4
I
xSoX/ IH+4
2f 1n % 54 y. 42 42 B F.G I K4+
5 2f 1n X 55 In 41 41 B F.c 195 26
1/2X 65 40w a F.G INS W ,
X 40 40 F.G So 1n
2e 56 be F-C 50)L3
50 to X b 2/8 44 44 B F,G 3OX4 w +
n X 50 HN 40 40 a F,G 3OX4+4
50 1/7 X 54 In 40 40 e F.G 3OX4+5
20 1n x 55 &A w 40 B F,G OXS S
301. % f5 w 40B F,G It 7
w F.0 N 22 a
51 a 23 57
X M )n 4040 a F.G 24 57
X 50 In 40 40 B F.0 24+4
37 X 54 4n w 40 B F.G 24+5
J7 % 55 N 40 40 a F.0 25 26
57X U 57 x
72 4040B w
r,
G.
H.I 4a2W a
f 46 B F,G 45M 48
X b 2n w 40 B F.G 4a50 48
X 50 SA 40 40a r.G 4a4+4
4a x 54 In 40 40B F.G.HJ 4a+5
4a % 55 A/C 4040 B r.G.H.1 4a65 4a
x fJ 40 40a F,G.H.1 52 1n
a 4s 45 B f.G 55 53
In X 30 In w 0 a F.G 54 55
1/a x 50 11n 40 40 a r,G.H.I 54+4
55 ,n x 54 We 40 40 B F.Gjll 3445 53
1n % 55 In w w a i G.H.1 y5 SJ
to : It7 w w e F.G.1L1 I It e 5] 1 X 77 w w e F G 1 '` 1) WHERE
WATER RESISTANCE TEST REQUIREMENT OF 152 Or DESIGN LOAD APPLIES. POSITIVE DESIGN tlDAD UI01ID7040.0 PST DUE TO WATER TEST PR[551RE a 6.0 PST ACHIEVED IN TEST. LOADS WallBE2) INSTALLADON:
FLANGE FIIANE WINDOW IN CONCRETE OR MASONRY OPENING USE 7/16' QA TAPCON ANCHORS OF
SUFFIGDNT LENGTH TO PRONOE ION. 1-1/4' EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON
CHART. J) SEE
ELEVATION FOR KEY TO TAPCON LOCATION& IN5TALL r
SCREWS ? SUMC7ENT IENGfII TO PROVIDE 3/4' MIN. EMBEDMENT INTO WOOD BUCK AT FACTORY NOTESOTTERAnINSTALLATION5) IF
EXACT WINDOW 512E IS NOT LISTED IN ANCHOR CHAIII, USE ANCHOR QUNTITY LISTED WITH NEXT LARGER SIZE.
FOR THE APPROPRIATE DESIGN PRESSURE REOL. 4A.&* vs
1Go1
W.
IId • Carilln TI I= •?A III, f,f • D*A Tl TLMI R ErrSL ASSEMBLY
TURNING
SERIES 1440/
1540 ML SINGLE HUNG WINDOW _ BB N/
A l>a01
W I OAT: rn
FW s WY Ec - 10 26 01 MpAWD Wr
1'Im0UC, TEn OL= COV_ 250 IHIDUTAII(YML 1'xl•_ SURE = HGT4,0A. nOVD. 277.E -014 40, I67-0M:
CAULK BETW[EN 7000BUCKtruASONR
OPENING BY OTHERS
ONC eT low--\
BUCK Br OTHERS
CAULK BETWEENDO- FLUNG
tr WOOD BUCK
SNCCOJ
BY OTHERS
i
PERIMETER CAULK
BY OTHERS
GLAZING
WINDOWHEIGHT EIITERIDR
I
PERIMETER CAULK
BY OTHERS
0
4
PRE-CASI SILL J
BI OTHERS
INSTALLA,IOrI ANCHCR
3/16- CIA tAPCON
NOIICRC TE ORSOIIRYOPENING
BY OTHERS
SHIM A$ REOE)
SEE NOTES)
U 1-1/A- NIN
EMBEDMENT
A u
j— SHIM $P
FL.NGC TIRE
WNOOW FRAME
HEADER
BUCKEIGHT
MANGE TYPENDOWFRAME
STILL
r'1
BMCA NDTH 1/A' uA.
SHIM SPACE
S.w AS PED'D
SEE NOTES)
BME.IN DMCN1FLANGE
TYPE NNDOW
FRAM4/
1CAULK
BETWEEN JAMBWOOD
d: BUCK tr MAS"
OPENING 6
Br OTHERS Q •
LNG INSTALLATION
ANCHOR 3/
16- DIA IAPCON CRS
ACEBISLcE
BT OTCAULK
BETWEEN PERIMETER
CAULK NNDOW FLANGE BY
OTHERS WOOD BUCK NDOW
WID IN CONCRETE OR
MASONRY OPENING
BY
oiHEas SECTION
2 ITTurco BY
OTHERS u
COMPARATIVE
ANALYSIS @ TAPCON ANCHOR LOCATION CHART WINDOW
DESIGN PRESSURE TAPCON ANCHOR SIZE
INCHES CAPACITY IN PSF LOCATIONS W
OtH/HEIOIT EAIERICR INTERIOR HEAD JAMBS 1I
K EO 40 1a 0 E.r.6 12
1I 72 AD 56 C O E F G 16 .
16 40 IDS C NJ N
16 40 59 A B nl IA
A 2. Ao 55 B F.0 24
A 30 AO 5 AB rc 24
X 36 0 AO A8 F,C IA
A .e AO 0 A.B D.E.r.c 2+
A 60 0 AO A.B IT E r.0 I.
X 72 0 0 AS O'E.r c 32
A .e 0 40 B D.0 l.G 36
A I. 0 0 B D.CI.0 36
X .e 0 AD A.B D.E 1. 6
X 77 40 AO B D.Cr.6 e
ZA AD o e O.E.F,C Ae
A e 0 0 A.B D.E. G e
X 60 O A B ITE r,G 64
K N 0 40 A B F.0 72 .
36 0 0 A.B r,G 72
A 60 AO 0 A.B D.E. r,C 73
X 16 0 0 A.B H I CENTRAL
FLORWA B.O.A.F. WINDOW
wTH.
MAAiUFACTUR.ER NAME: GE.
N5:RP,L Awrl) N!L) M A
C GENERAL
NOTES MASTER FILE # L 1)
SHIM AS REDO AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. uAII. ALLOWABLE SHIM
STACK TO BE 1/4. D
L 2) WINDOW FRAMI MATERIAL' ALUMINUM ALLOY 6063. 1
1 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD tr JAMBS SILL MUST BE ATTACHED 70 THE
SUBSTRATE WITH VULAEM 116 AOHESIVE CAULK OR APPROVED EOUAL. 2 .)
APPLICATION
OF VULTUM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'
S RECOMMENDATIONS. 5)
USE -1 Ex CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6)
GLASS THICKNESS MAY VARY PER 7HE REOLRREMENTS Or ASTu E13W GLASS CHARTS. 7)
WHERE WATER RESISTANCE TEST RCOUIREMENT OF 152 OF DESIGN LOAD APPLIES. POSITIVE DESIGN WINDOW
LOADS WILL BE LIMITED TO 400 PSF DUE TO WATER TEST PRESSURE OF 60 PSF ACHIEVED IN TEST HGT
H / (
e) INSTALLATION. FLANGE FRAME WINDOW,N CONCRETE OR MASONRY OPENING USE 3/H6 DA. TAPCON
ANCHORS Or surrICIENI LENGTH TO PROVIDE uIN 1-1/. EMBEDMENT INTO SUBSTRATE AI
LOCATIONS SHDWN ON CHART. 9)
SCE ELEVATION FOR KCY 10 TAPCON LOCATIONS _ 10)
INS7 ALL /e SCREWS a SUFFICIENT LENGTH TO PROVIDE 3/. MIN EMBED ENT INTO HOOD BUCK A7
ALL OTHER FACTORY APPLIED INSTALLATION HOLES IF FACTORY APPLIED HC:ES ARE NOT PRESE'.i. e
SCREWS SHOULD BE PLACID AT MAA 6' FROM CORNERS tr M . 2A' OC 11)
R E.ACT WIDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTIT• LISTED NTH NC.
T LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'D 12)
GENERAL 1450 SERIES PICTURE NNDOW IS SHOWN THIS PRINT ALSO APPLIES 1: THE ISSG SERIES F
G MARBLE
SILL STOOL BY
OTHERS CAULK
BETWEEN WINDOW rI ANCE tr
PRECAST SILL NTH wLAEu 116
ADHES.A CAULK OR APPROVED
FOUAL SECTION
t ELEVATION
VIEWED
FROM EXTERIOR I001 W. GasbE IE.• CalraO) n tt )500E.P.0. Be' E19027•Dclas. 11 )SSD) p.
ia TSYAt.IP INSTALLATION [•=
TAIL SERIES
1-50/1550 FIANCE PIV p..
W I a D R• K•I[ BD
NIA L.. ..•
ma
D.I p c<w•e:
SHEATHING CAULK BETWEEN FIN SHIM AS REO'D.
BY OIHCRS G SHE AT SCE NOTES)
IB wS1ALATION ANCHOR J 1" MIN FIN TINE
CRE. SHOWN (lw) 'l EMBEDMENT w.NDOW FRAME
JAMB
EXTERIOR
FWI$H
2 X
WOW8TOTHERS
BY OTHER$
PERIMETER CAULK
6r OTHERS
FIN TYPE WINDOW J I SHIM AS REO'D.
FRAME HEADER (SEE NOTES)
I—
F8 INSTALATION ANCHOR SCREW SHOWN (Iw.)
7 X MOOD
BY OTHERS
CAUV 'ETWECN
SHE I @ Fw
i BY 0'...RS
I" MIN,
EMBEDMENT
t- SHEATHING
BY OTHERS
WINDOW MOTH EXTERIOR FINISH
BY OTHERS
T RI R EXTERIOR
PERIMETER CAULK
BY OTHERS
WINDOW SECTION 2
HEIGHT
WINDOW WTH.
ANCHOR (IlP-
101
0 0 01 0
0
FIN TYPE 1
WINDOW
SILL STOOL
O / O
FRAME L
i
SILBY OTHERS ZA" O C. MAX. (
TYP ) 0
0 EOUALLY
SPACE WINDOW
ANCHORS (IYP,) HGT.
O O 0 /
O PE'"
MEIER CAULK By
OTHERS SHIM AS REO'D O SEE
NOTES) 0 o O O o 6 MAX (Iw ) TB
SCREW '"j(" INSTALATION
I X WOOD ANCHOR
SHOMN BY OTHERS J
j
6" MAX (TYP.) IYP) '
1
CAULK
BETWEEN W6NDDW
FIN a E L E VAT I O N E
AtEAtOR SHEATHING
F
IN, BTOTHERS CMBEDAIENI VIEWED FROM EXTERIOR SHEATHING
SECTION ) BY
DINERS A.
MN3
BAIL
UF'
A,CTIJR ER raAr f : r, —A7ERA
41 U i COMPARATIVE ANALYSIS
h ANCHOR CHART WINDOW DESIGN
PRESSURE NO OF EB SCREWS NO, OF 0090 DNA NAILS SITE (INCHES)
CAPACITY IN PSF REO'D IN FRAME REO'D. IN FRAME WIDTH/nUGHT
EA7ERIORT HEAD
SILL
EA JAMB HEAD SILL O EA JAMB 16 X
30 1091 7 7 1 7 3 16 A
cD 837 7 3 7 2 3 16 X
50 631 7 3 1 7 3 7 3
70 X
JO 851 7 7 7 70 A
40 737 7 3 7 1 c 70 A
50 5.97 7 3 7 1 A R 7
7 7 7 16 X ]
0 57 7 78 A •
0 7 3 1 2 78 a
50 72 6
7
7 3 7 7 7 c30 , 30
52 1 7 7 1 1 30 x
0 9 1 9 77 3 1 1 3 30 A
50 3 3 7 7 7 7 50 0
7 2 7 7 38 A
30 1 1 7 38 A
c0 AO 0 J 3 3 3 3 3 38 A
50 0 AO 3 3 3 3 3 3
1 3 5 0 A
30 c03 3 7 AO A
AO 0 0 03 3 3 S S AO X
50 AO AO 3 3 3 3 3 J 1J
5 1) SHIM
AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WIN LOAD BE -RING SNIIA M•A. ALLOWABLE SHIM
STACK TO BE 1/1 7) WINDOW
FRAME MATERML: ALUMINUM ALLOT 6063 J) USE
LATE, CAULK BEHRID —DOW FN A7 HEAD, SILL 61 JAMBS. USE LATER
CAULK FOR PERIMETER SEAL AROUND EXTERIOR Of WINDOW fLANGE. 5) GLASS
THICKNESS MAY VARY PER THE REOUIREMENIS OF ASTM E1300 GLASS CHARTS SINGLE GLAZING IS
SHOWN. INSULA7wG GLASS IS ALSO OUamEO 6) WHERE
ZER RESISTANCE TEST REOUIREMENI OF 152 OF DESIGN LOAD APPLIES. POSITIvE DESIGN TOADS WILLBELIMITED70400PSFDUE70WATERTESTPRESSUREOF60PSFACHIEADINTEST. 7) INSIALLA
71DN; FIN FRAME WINDOW IN WORD FRAME OPENING WIN 7M0 BY WOOD STUDS. USING 00901N DA
NAIL$ OR EB SCREWS OF SUFfICI[Nl LENGTH 70 PROVIDE WIN 1 EMBEDMENT INTO SUBSTRATE 6)
IF
EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR CIJM717Y LISTED WIN NE17 LARGER
97E 9) GENE
RAt ALUMINUM'S 1140 SERIES SINGLE HUNG IS SHOWN THIS PRINT ALSO APPLIES 70 THE 19c0 INSULATING GLASS
SINGLE HUNG SERIES 1001 W. (
JFLD1 Ed. •Cwoam 11 )SOOT•1,0. PA- IH077.Od4L 11 7591 F.. IAiX•
10. 1 ASSEMBLY
DRAWINIG
SERIES IIAO/
19A0 IDL SINGLE HUNG WINDOW r• F•
P •. i BB
N/A cno art
P<...a• Td - 11/OS/01 o ME I-
I' MIN
sMCA T MING
CHIC(INCMI
IT OTHERS
CAULK REMIND TIN
COCRIOR
ri.isw3TOTHERS
PCRIKICR C---\
RT O7HCRf
rIN iTP[ RAMC „INOOV r
ADER
GLAZINGSCEHOT ES)
EXTERIOR
ITIN IPC FRAME
SIL PERIHETCI
B7
OTHER EXTERIOR
riNISHITOTHER' CAULK
IT SMCAIwIN,•
lr
OTHERS SEC ION ITIaNN VINDOV
WIDTH L1.— "M, MA. II
SMISVAL[
2
X BT WOOD IT
07MC45 SHIM AS RCO'D 2 z VpOp IT
DIMCRS rIN
ITPC WINDOW 8
INI I ALLATIOM rR—C JAMB ANCHOR
SCREW I. 1'
GLAZING.
MIN
Shin
AS R[0'D cSCC
HOTCS) EMBEDMENT
OnCNtS.
I. SPACE C.
ICRIOR PERIMETER
CAULK 3,
OTHERS B
I-SI1LATI " ANCHOR
SCREW EXTERIOR
r
INISM CAULK BEHIND rIN 9,
OTHERS SECTION
2 SHEATHING 1
OTHERS WINDOW
WIDTH WINDOW
HEIGHTo
I0 0 o
2.'
CI C MAX <
71P ) L ,
z WINDOW
HEIGHT / HEIGHT2
ICO'
D 00
0 0 0 1
6'
MAX (TTP) I/.'
MAX SHIM
SPACE ELEVATIt)
N R
INsTALL•TIO- VIEWED FROM EXTERIOR ANCHOR
SCREW 2
x WOOD IT
OTHERS y
COMPARATIVE
ANALYSIS & ANCHOR CHART WINUU.
OCSIGN
PRESSURE NO Or •8 SCREWS NO Or 0059 CIA NAKS SIZE
INCHES) CAPACIII IN Psr RCOUIRCD IN FRAME RCOUIRED IN rRAHE VIDTM/
HEIGHT EXTERIOR INTERIOR HEAD L SILL I CA JAMB HEAD L SILL I CA JAPJ 20 .
70 0 0 2 2 2 2 20
K 40 D 0 2 2 2 20
X 50 0 0 2 2 2o .
o o o z 70 .
0 0 0 2 2 30
x 50 0 0 2 3 0
2 Z 0 .
9 0 0 2 O
X 40 0 0 7 10
1 50 10 40 7 7 0
X 7 3 7 S 50 .
70 0 40 2 SD
A 40 0 40 7 7 O 50
50 40 40 3 50
60 10 0 7 1 5 I
0 CENTRAL,
FLORIDA B.O.A.F. MANUFACTURER
NAME: E
lEi?dL Al (1MTN(/11 MASTER
FILE # NOTES
1)
WHERE WATER RESISTANCE TEST RCOUIREKNT Or 13Z OF DESIGN LOAD APPLIES. POSIT
I WC DESIGN LOADS WILL BE LIMITED TO .00 PSr DUE 10 WATER TEST PRESSURE
U .8
SCREWS ASOr IN
TEST. TI
2)
1 ST-LL•T ICM rIN rRAMC WIDOW IM WOOD rRAMC DPCNIMG WITH TWO IT WOOD STUDS
I151NG LB S[RCVS Or SUrriCICMt LCMGIN 10 PROVIDE MIN. 1• EMBED —ENTINTO
SUBSTRATE 6I 0099 IH CIA MAILS 71
Ir EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE OUANTITT LISTED VITH
K.I LARGER SIZE SHIM
AS REO'D ADJACE NI TD EACH INS IALLATICN ANCHOR WITH LOAD BEARING SHIM COUALLT
SPACE MAX. ALLOWABLE SHIM SLACK TO BE 1/4'. ANCHORS (
TTR) 3) VN.DOV rRANC MATERIAL• ALUMINUM ALLOT 6063 6)
USC LLACK CAULK BCHIMIT WINDOW rIN AT HEAD. SILL L JAMIS 7)
USC LATCI CAULK rOR PCRINE IER SEAL AROUND EXTERIOR Or WINDOW rLAMU 8)
GLASS THICKNESS MAT VART PER REOUIRCHEHTS Or AS IN E1300 GLASS CHARTS SINGLE
GLAZING IS SHOWN. INSULATING GLASS ALSO OUALIriED 9)
GENERAL ALUMINUMS 1100 SERIES PICTURE WINDOW IS SHOWN THIS PRINT ALSO APPLIES
10 19M SERIES PICTURE WINDOW.
CAULK BC1-CCM-
VOOD 11KK L
SWR, o"ENTNG
11 DINERS
FACING tCI VCEBIKK NBUCK -'S FLANGE
L woo BUCK\ MO1KR(
IE SDOIT DINERS
RCNING ExTCRIER
rINISH-
1, 01
HERS PCRINEIER CAULK
BT 01NERS
FLANGE ITPE -
1r.DOVrRANCHEADERVINDov
ExIERIOR
HEIGHT oN4
t,
VCOD KKK!r
DINERS r—INSTALLATION
ANCHOR 16' DI. I.PFON r SHIH
AS RED D SEC .0'
r S, d 1-
1/.• MIN Enpi OMCNi
1/. NAx
SHIM SPACE
SEE TOt[
U I KK
HEIGHT NOTES1)
SHW
AS REOD, AT EACH iNSIA LAUON ANCHOR USING LOAD BEAR—: S.. .MLA ALLOWABLE Swu
STACK TO BE B/•-. 21 vnHOOW
FR—E w7ERLAL ALU-RryY ALLOT 6063 3) USE
DIEM CAULK BENHD WNDOW FLANGE AT HEAD. S&L a JAVBS USE LAtEA
CAUK FOR PERINEiER SEAL AROUND ExTERIOR Or WINDLFLANGE 'W FLAE 51CLASSfHICKNCSS
wT VARY PER I- REOURE-CNTS OF ASV EL300 GLASS CHARTS 6T DESIGN PRESSURE
CAPACIT, OF VINDOV L INSTALLATION IS LINI TC] IC '00 PST. TI roR INSTALLATION
or FLANGE rR&E vIN00vS IN CONCRETE OR MASONS, OPENING. USE 3116• DIA IAPCON
ITPE ANCHORS Or SUFFICIENT LENGTH To PROVIDE •IN 1-I/.' CMBC DIENI 1.
10 SUBSTRATE PLACE ANCHQIS 6• NAx FRO. CORNC4S L 2.' OC HA. ILEI VEEN B)
BUILD OOVN
AROUND CURVED PORTION Or vINDOv FRANC TO BE ENGINEERED !, DINERS BUILD DOvH nNS7
BE Or SUrrICICNI STRENGTH TO ADEOUATCLI IR S"ER LOAD FROM VInDOv TO THE
STRUCTURE 93 ELEvA71ONS SHOv
COMMON Corr IFAIRATIONS IT IS Not INTENDED TO L!'IT USE Or THIS PRODUCT TO IMCSE
TvO CbaIGURATIONS THIS SNECI APPLIES TC ALL CMIri1RATIONS THAT CAN BE
HAMSACTURED FRpN THE 1.50,1550 SERIES DESIGNER r1,CD vINOW rRAHING S,S
ICM CENTRAL FLORIDA B.
O.A_IF. AIANUFACTURER NAME: 10ENE19J4L /
4/ IINUVVH
MASTER FBAE # aZ
OW HT SHIM
AS
RED
SCE NOT EST
FLANGE I,PC
v.NDOV FRI
SILL OHE Ir
WOOD
BUCK Ir PCRIn[
ICR Cµ1LK
OTHERS IT OTHERS
m.
fr a EAIERIfINISM Ji
IT
OFFERS CAULK BE7VCEN -1-DOV
FLANGE L WOOD BUCK
CWCR17E OR SOH*, OPENING
IT OTHERS
CAULK RETvECN -
ODD BUCK
L MA SOW, OPENING 11
07NCRS I/.' HAx dj— SMin
SPA[C
a 1-11.' MIN
CN.
IE1NCnT INSIALLAIION ANCHOR
IL' CIA
IAPCON WINDOW
WIDTH ELEVATION VIEWED
FROM EXTERIOR
SECTION
I n 7_
7i lZ
ILE. V111x SHIN SPACE
SHir AS REO'D
I-1/•' MIM SEE NOTES. Cn3EDMENI FLANGE
T,PC C•_
K tE IIEEN VI.NDEV IRANE NA'.,
FOOD BIKK L JAMBi•, OPENING dI, oTNERS WINDOW
HEIGHT 0 4
AIM
0rR
L_
WSTALLAtION ANCHOR SEC NDIEST C 3116'
111- IAPCO. ONE IT VERB PERIMETER
CAULK ZF 1 %
LUCK tT RIMERS IT of HERf C.
TE41OR FINISH CAULK
BEtv(EN I,
OTHERS VINDOv FLANGE
FORD BUCK
VIRDOV VIDIK —
CDmCl'l
OR NASCRAT OPENING IT SECTION
2 OTHERS
1
fJ WINDOW
WIDTH
ELEVATION VIEWED
FROM EXTERIOR
F4
IODI 1. Cr"
la •
Cmsftk n 75001 • l.O. Is, 119022 -Oulm, It 75511 a•wc n,r. .
cN INSTALLATION DRAWING ONE BY
BUCK SERIES 1450/1550 DESIGNER
PICTURE WINDO': F••• .r_L r•
u•.r BB N/A CL+
VI, 3, I
ECM _ 3120102
B
SHE HwG
BY ETHERS
CAULK Bi
EXTERIOR F
Br OTHERS
PFRAEPERCAULKBYOTHERS
FIN TYPEFRAMENC
GlAtING I7..., LXIIH'as
SEE NOTES
FIN TYREFRAMESILL
PERIMETER CAULK J
Br OTHERS
Fe RISIALLAnON
CHOR SCREW (Tr .)
E,1ER'OR FINISH J
BY CEHERS
CALK 8EHwD FIN -
SNEA nWNC
BY DINERS
1) II DESIGN PRESSURE EA'ACIfr OF wLNOw & wsTAll•noN IS A00 PST.
I) INS T-LLAnOR OF FIN FRAME ..DOW I.WOOD FRAME OPENING WIN TWO
Of WOOD STUDS. USINC OC99 IN CIA NAILS PLACE 091 NAILS 6" FROM
BUFA DDwN0 CORNERS uA. • I- OC M BETWEEN
BYO FOR INSiALLAT10N OF YIN FRAME WINDOW INR000 FRAME OPENINC MTN
Two Br WOOD STUDS USN G Ee SCREWS OF SUFFICIENT LENGTH TO
PROWOE MIN. I w Eu%OMENP INTO SUBSTRATE. PLSE SCREWS 6' MA,
FROM CORNERS fir IA' CC M A. BETWEEN
A) SHIN AS REO'D. AD_ACE l 10 EACH INSIALUTIOH ANCHOR win LOAD
BCARU.G $HIM _X. SHIS...STACK TO BE I/A"
STAAnONIewLLINUALLOWABLE S) ..DO- FRAME MATERVL ALUMM ALLOY 6063 ANCHOR
SCREW IrrP ) 6) USE LATE. CAULK BEHIND WINDOW FIN T HELD. SILL a JAMBS 7)
USE LATEX CAULK ;OR FERIMETER SEAT AROUND EXTERIOR OF WnNDOW
FLANGE D)
GLASS THICKNESS MAY vARY PER THE REOuIREMENTS OF ASTM Ei}OO SHIM
AS RC00 GLASS CHARTS SEE
NOTES 9) BUILD DOWN AROUND CURVED PORTION Or WINDOW FRAME TO BE CA
ENHEEREO0, OTHERS BUILD DOWN MUST BE OF SUFFICIENI STRENGTH
TO ADEQUATELY TPINSFER LOAD FROM —DErs, TO THE I/
A- MAX STRUCTURE r
SHIM SPACE 10) ELEVATIONS SHOW COMMON CO1.URAI.S. N IS HOT INTENDED TO ON,
USE USEOr THIS PRODUCT TO THESE TWO CONFIGURATIONS THIS SHEET
APPLIES TO ALL CONFIGURATIONS TINT CAN BC MANUFACTURED FROM
THE 1100/1900 SERIES DESIGNER FUEO PICTURE WINDOW FRAMING
SYSTEM. CENTRAL-
FLORIDA B.O.A.F. MANUFACTURER
NAME: AiASTER *
FILE ## R F. —
o°W WDTH ..{ MA..
S..
vACE IWO
BY FRAMING SNIP
AS RCO'0 DY OTNCRS FIN
E F.MCJAMB1' Eu8C0uENT
ISHEATWG
BY
OTHERS
GLAIINC (TYR )
CAULK BEANO FIN SEE NOTES
EXTERIOR FUOSH
81 OTHERS CSIEfl fie
wSr,LI,nON Co.ANCHOR
SCREW (
IYP ) WIDTH PERIMETER
CAULK
BY OTHERS
SECTION 2
r- WINDOW
MDT- -, NErtirt 0
0
0 0
0
0 0 0
0 0
0 0
0 0
0 0°
vnNDOw O
Do. ° ° /° ° HEICJIi '
NEIGH // ' 0
2
L
0 2 O
O
O O O O O O O
O O O O O 1/AYAA.
SHIF. SPACE 1.
SKIM AS
NOTES
ELEVATION SEE "0T6 ELEVATIONVIEWEDFROMEXTERIOR
VIEWED FROM EXTERIOR I X FRAMING
CMBEOMENT BI OTHERS
1001 W. Crest,
U • C—D., n ISON • R.0 IF. 1 FIN INSTALLATION DETI
SECTION 1 /, , DESIGNER
SERIES 1100/1900 PI( 98 N /A
A _ ) eY I:.
N
B F/
3
ZhL;Z s.MlaMvoK U. !11/p?
CAULK BETWEEN WOOD
BUCK a MASONRY
OPENING Br Oir.ERS
ONE BT wow
eucx By OTHER
I1 ANGEaBE WOOD BLOCK p
CONCRETESNRY OR Q
B* OTHER
EXIERIDR FINISH
BT OTHER
PERIME iZR CAULK
By OTHER
PEWWIiNµGEDO IRuE
HEADER
orNT EXTERIOR
FLANGE TYPE
WMDDW FRAME
SRl
PERIMETER CAULKBYOTHER
INSTALLATgN ANCHOR
3/16- DIA. 7APCON
S— AS REO'D
SCE NOTES)
1 1/A- YW
CNBEOMENT
SPAR
BUCKHEIGHT
PR[ CAST 4LL
BF OTHERS J CAULK BETWEEN WINDOW FLANGE
J, PRE CAST SILL NTH VULKEM
SECTION 1
III ADHESIVE CAULK OR SCHNEE
MOREHEAD 5500 ADHESIVE SEALANT
vN5
BUC11 WIDTH
FIANCE TYPE
I/A-9KM
WINDOW FRAME
SPACE M
JAMB
H'
ONE BY WOOD
BUCK BY OTHER //
EMBEDYCNI
SHIM AS REDD
SCE NOTES)
p
CONCRETE OR
MASONRY OPENING
a OTHER
p
INSTALLATION ANCHOR
3/1I' DIA. 7APCON
PERIMETER CAUK Q
87 OTHERS CAULK MINTER
I
WINDOW WIDTH
WOOD BUCK k
SONRT OPENING
BY OTHERS
EXTERIOR
CAULK BETWE EXTERIOR
WINDOW FLANGE By OTHER
W000'B7CK
SECTION 2
ANCHOR (TYP )
H J K
DOH7CHI B 1
1-
I • YPTJDOw I
1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX
ALLOWAELE SHIM STACK TO BE 1/1'
2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063
3) USE LATEX CAULK BEHIND WINDOW RANGE AT HEAD AND JAMBS.S4.L MUST BE
ATTACHED TO THE SUBSTRATE NTH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL
A) APPLICA•ION OF VULKIM 116 ADHESIVE CAULK OR SCNEE-MOREHEAD 95M ADHESIVE CAULK
AT FRAME SILL MUST COMPLY VAIN SEALANT MANUFACTURER'S RECOMMENDATION.
5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE
6) GLASS THICKNESS MAY VARY PER THE REOIRREMENTS OF ASTM E1300 GLASS CHART
SINGLE GLASS IS SHOWN. INSULATING GLASS IS ALSO OUALIFIEO
7) GENERAL ALUMINUM'S IABO SERIES MODIFIED SLIDER IS SHOWN. THIS PRINT ALSO APPLIES TO
THE 1560 SERIES MODIFIED SLIDER INSULATING GLASS
5) DRAWING APPLIES TO INSTALLATION Of rANGE FRAME WINDOW W CONCRETE OR MASONRY OPENING USE
3/16- DIA TAPCON ANCHOR Of SUFFICIENT LENGTH TO PROWOE MIN 1- 1/4 EMBEDMENI INTO SUBSTRA It
A LOCATION SHOWN ON CHART.
S) SEE ELEvAnOmS FOR KEY TO 7APCON LOCATIONS
10) INSTALL Fa SCREWS Or SUrrCIENT LENGTH TO PROVIDE 3/4- MIN EMBEDMENT MID WOOD BUCK Al ALLFACTORYAPPLIEDorHOLESWHERETAPCONSAREREO'D
11) IF EXACT WIRDOW SIZE IS NOT USIED N AHCHOR CHART, USE ANCHOR OVANTIIY LISTED WITH NEAT
LARGER EIZE.
ELEVATION
VIEWED FROM EXTERIOR
0
f
2
COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART
WINDOW SIZES DESIGN PRESSURE IAPCON ANCHOR LOCATION
INCHES CAPACITY IN PSF REO'D. IN FRAME
WIDTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS
24 x 12 40 110 H,K A,G
24 x 24 40 67 H,K A,C
24 x 36 40 45 H,K A,G
24 x 48 40 H,K A,G
36 x 12 40 H.K A,G
36 x 24 40 H,K A,G
36 x 36 40 r40 H,K A.G
36 x 42 40 H,K A,G
35 x 48 40 H,K A,C
36 x 55 40 40 H.K A.B,F,G
48 It 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 x 12 40 70 H.K A,C
72 A 24 40 40 H.K A,G
72 x 36 40 40 H,K A,G
72 K 42 40 40 H,K A,B,F,G
72 x 48 40 40 H,K AG
72 x 55 40 40 H,K 8.C.D.,
B.F,
F.G
CENTRAL FLORIIMA R. O. A. F.
MANUFACTURER NAME:
g F/ER&J= A.r/rfrl Vj=
MASTER FILE # 8
off-?
Iml V. C.* ta•Ca.rWL n 736TR•FO 1. 111677•C•In n nul
INSTALLATION DwC MASONRY W/ ONE BY BUCK
SERIES T46O MODIFIED HORIZONTAL SLIDER WINDOW
cHAo u.LE
N/A
03-7o-aL
I O.TC SEND 7c.rt . rtWTIP .. 3/20/02
a...LF n r.eaxr nFSIN• Lo. .IF-rt.Io•.... WAn-...mWI. •AFAR.. Mr.• .-« 1.n1 Fm-FWW ••. 1+N ca-Ax•
1
SHE A TYING
By OTHER
S SCREW 'NSTALABON
ANCHCR (TYP.)
ExTERICA FINISH
BY OTHERS
ER'VETEz CAULK
BY OTHE+
1
F N TY=E
vrvOC •Y
FRAME HEADER jq
CAULK eETv.EEN FIN
h SHE---NG
I MIA
2 X FRAMING
E' OTHERS
1/4- MAX.
SHIM SPACE
IN AS NEO'D
SEE NOTES)
WINDOWHEIGHT
EXTERIOR
Zu, II II !RIME Y.L%
SILL STOOL
BY OTHER
SHEATHING 2 X FRAMING
8) OTHER BY OTHERS
I CAULK BETWEEN
1/.' MAX SHEATHING & FIN
SHIM A5 REO'D SHIM SPACE By OTHERS
SEE NOTES)
FIN TYPE I'MIN,
WINDOW FRAME ,'EMBEDMENT
JAMB
e SCREW
INSTALATION
ANCHOR (TYP,)
WINDOW WIDTH 7EXtERIOR FINISH
OTHERS
XT RI R EIMEEAULK
BY OTHERS
SECTION 2 6"MAX.(TYP),—
EQUALLY SPACE 6- MAX.(TYP)
ANCHORS (
I
r
O HEAD, 9LL.
h JAMBS))
PERIM_TER CAUIKJ L- 1/4 MAx
BY OMER
SHIM SPACE
SHIM AS REO'0
s SZREw (SEE NOTES)
INSTALA TION
VRNDO W
ANC 7R (TYP.) HEIGHT
2 x FRAMING
BY OTHERS
TE: oR
F .NIS-
EY 0--IERS CAULK BETWEEN
WINDOW FIN @
SIEA-SING SHEATHING
r C-HER I- MIN
EMBEDMENT
SECTION 1
G -fRc_ MOTES
I) 5-+' A REC'D ADJACENT TO EACH INSTAUA-10% ANCHOR YAM lOAO
e:.:hNG SHIM MAX ALLOWABLE SHIM STACr 10 2E 1/4%
2) W..30W FRAME MATERIAL ALLOY 6063
3) US: LATEX CAULK BEHIND WNDOW FIN AT HEAD .S-LL t JAMBS
4) us: LATEX CAULK FOR PERIMETER SEAL ARC; -NO EXTERIOR OF WNDOW
FF AVE.
S) G:ASS THICKNESS MAY VARY PER THE REOUI-EMEv TS OF ASTM E13g7
SI'. XE GLAZLNG IS SHOWN. INSULATING GLAS: IS ALSO QUALIFIED
6) O:I MNG AfPVES TO INSTALLATION OF FIN FRAME WH:3W IN WOOO FRAME OPENING
W'- TWO BY WD00 STUOS USING 099 IN I" NA.-S ca !e SCREWS OF SUFrICIENT
LE•.;•H f0 PR:WOE MIN Eu2EOMCNI Wr0 SU--iTRA-E
7, V :.ACT WN7_W 9EE IS NOT USTEO III CHART• ',SE 1 i"OR OUANTITY LISIED WTI-
LARGER WE.
pi G, •.ERAL LUVAUM*S 1150 SERIES HORIZONTAL S_ DE- IS SOWN, THIS PRINT ALSO
A '.ES TO T-E 1950 INSULATING CLASS-CxQOI,--AL SLIDER SERIES
1
o 2
1
ANCHOR (TYP)
4A%(TTP) I
MNOOW WIOHT
ELEVATION
VIEWED FROM FXTER16R' • s•'.,
Q1 Q.Ot
COMPARATIVE ANALYSIS QC ANCHOR. QUANTITY CHART
vnND0 SIZE DESIGN PRESSURE 18 SCREWS R-00 099 NAILS REDD
uaCHES CAPACITY IN PSF IN FRAME IN FRAME
WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH
HEIGHT do 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 1 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 1 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
ak,
U V ll R 1L., FLORIDA B. V. A, )i
MANUFACTURER NAI Z:
IMAS 1 ER FILE ll (]
11101 W. fw, U. C—w- O Ism -PA Ir I11:02.00 A N nu,
INSTALLATION ORATING WOOD FRAME STRUCTURE
SERIES 1130 /19e0 MJOIFIED HORI20NIAL SLICER
o+N c-•o sc.Ac
es N/A
u0• Rw. OAT- 0.N ..W.na
aWaa n 113/u /02 GEn-OC2A_
INSTALLATION MULLION
ANCHOR ANCHOR
MULLION (
TYP.) BRACKET
ANCHOR
BRACKET - CENTRAL FLORA R•
MANUFACTURER NAM:
WINDOW
FRAME JAMB
TYP.)
MULLION
DIE NO. 1445
SECTION A- A
u
EXTERIOR
I.
ELEVATION
DWG No: GEN70452
GA J1
MULLION
DIE NO. 1445
v
INSTALLATION
TER FRJE #
8 SELF TAPPING a °
SMS (TYP.) o
SUBSTRATE
SECTION B- B
ANCHOR
TYP.)
I
v ° SEE NOTES
a #2 & #3
0
NOTES:
1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE N0.
1445, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY
SIDE.
2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16"
DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN.
EMBEDMENT INTO CONCRETE OR MASONRY.
3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10
SCREWS OF SUFFICIENT LTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD
FRAMING.
4) MULLION ATTACHMENT IN SECTION B-B IS TYP AT HEAD & SILL.
GENERAL ALUMINUM CORP.
CARROLLTON, TEXAS
TITLE: FIN VERTICAL MULLION INSTALLATION DETAIL
ALUMINUM TUBE MULLION, DIE NO. 1445
AREA: - - - - DRN: JS
APRVD: - - - - DATE: 3/1 % /02
WT/FT: - - - - SCALE: MAIL: - - - - DWG NO. GEN-0452HALF
PREPARED Or. PRODUCT TECHNOLOGY CORP.. 250 INTERNATIONAL PKWT, NEATNROW,
FLORIDA 32746 PNDNE 407-605-0365 FAX 407-605-0366
6k i ae
GENERAL ALUMINUM CORP.
HORIZONTAL MULLION DESIGN LOAD CAPACITIES
EXTRUDED ALUMINUM TUBE MULLION #1"5
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 d APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-0365 / FAX 407 805-0366
CA020039
12-Jan-2002
01-1201
GENERAL ALUMINUM CORPORATION
HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION DIE #1445
FLANGE
VERTICAL
S.H. SIZES
WDW. WTH. >
WDW. HGT. V
19.125 26.500 30.500 37.000 48.000 53.125
26.000 1609 1497 1497 1497 1497 1497
38.375 622 515 486 466 465 465
50.625 331 262 241 219 203 203
54.625 279 220 200 180 164 162
55.625 268 211 192 172 156 153
63.000 204 158 143 127 112 108
72.000 153 117 106 92 79 76
CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT & APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 8054)365 / FAX 407 805-0366
CA020122
FEB. 19, 2002
02-0217
GENERAL ALUMINUM CORPORATION
HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION DIE #1445
FLANGE
VERTICAL
P.W. SIZES
WDW. WTH. >
WDW. HGT. V
16.000 24.000 36.000 48.000 53.125 73.000
16.000 1609 1497 1497 1497 1497 1497
24.000 622 515 486 466 465 465
30.000 331 262 241 219 203 203
36.000 279 220 200 180 164 162
48.000 268 211 192 172 156 153
60.000 204 158 143 127 112 108
72.000 153 117 106 92 79 76
CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT 6 APPUCATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-0365 I FAX 407 805MW
CA020123
FEB. 19, 2002
02-0217
DWG
MULLI1
ANCH,
BRACK
WINDOW
FRAME JAMB
TYP.)
STALLATION
NCHOR
YP. )
8 SELF TAPPING
SMS (TYP.)
MULLION
DIE NO. 1446
SECTION A- A
A A
B
R
MULLION
ANCHOR
BRACKET
4 v
v a
a
4
SUBSTRATE
4
MULLION
GCE N0. 1446
INSTALLATION
ANCHOR
TYP.)
a 41 v
v
m
1— /7 8"
SECTION B- B
SEE NOTES
4 #
2 & #3
D
CENTRAI FLORA B. 0. A. Y. - - CENTRAI FLORA B. 0. A. Y. - -
EXTERIOR ELEVATION -Aj.
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 1-1/0" 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
oATE:
SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1- 3/$" IN. EMBEDMENT INTO WOODAREA: DRN: JSJ APRw: _ _ _ _ 3/,
FRAMING. WT/FT: SCALE: HALF MATL. DWG NO:
GE:.-=_
F.LrANGO
re-
SHIN As _ D D
INSTALLATICN A-K CR DOGR WIDTH /.• MAX. SHIM S:ACc
TWO 3T WOOD ;
NS-ALr-ATICN R C SR
8 SCRC•/ a6 SCREW
SHEATHING (SEE NDTCS) 1-1/B MIN BY OTHERSSHE TWO 7T WOOD
By GTH[R$ CALLK 6ETWCEN I
EN;EDN[NT BY OTHERS
fffL-KE
TWO 3, W000 SLIDING GLASS
a.EA TnIr+G Br Cit.ERS DOCK fRAnE
JAMB HOCK STRUIPIP L NOOKa
SHEATHING
SLIDING CLASS DOOR InI ' /. MAX
SHIM AS REO'D HOOK STRIP111/1 x I fl \ \ I F SHIM SPACE \ (ScE MOTES) ,
r I qp
I! I INSTALLATION ANCHOR
8 SCREW 'EmTCMB[DMENT[
MBEDMENT
J ZEPPERED GLASS
STUCCO T rP.)
CAULK BETWEEN
OR SIDING DOOR FLANGE '
7Y OTHERS a SHEATHING ,
SLIDING GLASS
DOOR fRAmE
PERIMETER HEAD SHEATHING
CAULK By BY aTHERS
OTHERS SHEATHING
PERIMETER BY OTHERS
CAULK BY TEMPERED GLASS
TEMPERED
OTHERS STUCCO (TYP) STUCCO OR SIDINGEDGRSIDING
I BY OTHERSGLASSBTOTMCRSSLIDINGGLASSDOOR
t-
T -
T :•:rti .. .._ S. INTERLOCK
Il. DOOR
D't. HEIGHT SECTION B—B HOOK STRIP DETAIL
o Boa -- -
SLIDING GLASS
DOpp ,fRANrE
SILL
D 1
MAT,AtL .LU.11.M KLOT W' 1i1ARUrfTALLAfOSCRvt "CON, TE Q STALLA ION LGGTN TO .[NIL VC %I OFDCJrTCrFlog• urD I. 1 TACN TTT( INSTALLATION ..can AT flu .tt a QfvrlcaNlLc,6rN TD AtHa"[ NIN E"CDWMt Q 1-v.• utD NA:Drw, o clxlzTL
IN. ANCHOR CNARI ON VACIT Q 9.12 TWAT.
iUS fiLICONIZ[D ACR,LIC CAaar T[NINO am+ FLAP" At HEAD L yN.TtUSEsnlcplz[D ACRYLIC true FIR AE.DCTu SEAL Atms,D [.rERIOR Q CECIL
LI IT EaACT D[61 SIZE IS POT LISILO u ANCNIR CNARt• USE AAC)01 OUANTIT, LISTED -IN AC.I
I LARGER TUE. rC)I THE APPRWRIATE %SIG PRESSURE WE"
r, rep ACCNET 00mt SIZES USE CLCSLST Lrr.ts Dml SIZE L CDHYIGUItATlpr :D rwveD CKMWGA
PLACE INSTALLATION A,CKVS. IN FRONT HOURR STRIP AS S1,0M
R) GLASS TNICXK%S NAT vART PER ROuIR[NCNTS Q ASTM CIT00 GLASS CNA.tS T)
a" UNIT IS APPROVED USING ICNPta(0 GLASS IN SINGLE GLAt[0 S [K[? ALER. rG GLASS I0) JANI / SILL CORCAS AR[ TO TC :EALCD VIIN A %NALL AINT (AN D
t J j I
O •
E1-N13/[ar' Arni `. II, ",
STALCLATION
T Q I.
LLAr1ON AKIMS. NALLNAAL NIN SIACR TO RE I— 2, ALL N,TSI TE NA0(Q
CRESISTANT YT[AULS 17,NCRt AREPRESENTS NO 9• IC"ESE- AAAlryvCO
ZWIC CMS AP[ AS LISTED CN ANCHOR (AR1("SAC' FIN"
CC. NEIT AkL CCAAILISTED ARE ON NTS NDINc. L. Irlp EXTERIOR
ELEVATION sEctio., A -A *1a.&MOONir.IP XLIL APPLY ufYALutI0Q ALL ..RRO-
ED COWIGUTt . M!N. 1FLORIDA EXTRUDERS SERIES r_:Dvc GLASS m71 :s S.avN TNIs
rUT .La .
r:Es TC 2 PANEL DOOR SHOWN zomSaitt AND So Sua¢t a D D I LI!ERALLY APP-
T CALtc;"Cl ENDER SILL OR SEi SILL IN -.
ED !N$
T.
LLATIEN
aNC.lCR I 0,
C:Nc'.E 7
E D/ 16, 3I A T.PCON SECTION P-A Ft
12Q02 DESCRIPTION DATE I INI F L 0 R I D A
INTRINC.KS SPNFere
FL. TITLE:
SLIDING GLASS DOOR INSTALLATION %JI i H rg SCREWS DPawN BY. -3
APPROVED
BY: ATE: !
2::irr,; !SCALE. Ni:
IDWG :'LE=-: S-: :
COHERE iE OR SHIH. AS RE'C'D _
MA$E'NRT OPINING ISEE NjTCS)
BY CTr-RS
CAULK cETL•rrN
DOOR FLANGE
L VOO. BUCK CAULK ?ETVE_N
L'ODD BUCK L
PERIMETER M.S,r, OPENING
CALLK BT I OTHERS
OTHERS 1
STUCCO
By CT1iRS
I
INSTALLATION ANCHOR
3/W DIA. 7APC11N
INSTALLATION ANCHOR
9 SCREV IITF. VHERE
ONE By VETOD IAPCLN$ Ate[ NOT REO'D.)
euCK 61 OTHERS
I— E1 1/A• Mi N.
MBEDMENT
1
SLIDING GLASS
DOOR rRATQ
I/•• NAx.
JAMB
C r HIM SPACE
p ,
INSTALLATION ANCHOR
18 SCPEV ITYP. VMERE
TAPCDNS ARE NOT REO'DJ SLIDING GLASS
DOOR FRAME
HEAD
TEMPERED
GLASS (TYP.)'
DOORHEIGHT
SLIDING GLASS
DOOR rRAME
D
tf
D
A
l
d
A
EMBEDMENT
1- 1-1/K' MIN.
d
TEMPERED GLASS
IT TPA
PERIMETER
CALK BY
DINERS
SG.D. VIDTH
F.
1/1' Nl. f. SHIM SPACE
1 1/.' MIN
EMBEDMENT
ONE By VOOD
I
BUCK BY OTHERS
CAULK SETVEEN
G VOOD BUCK L
MAS'1. OPENING
By OTHERS
SHIM AS REO'D.
SEE NOTES)
INSTALLATION ANCHOR
3/16' DIAL TAPCON
Q CAULK BEIVEEN
DOOR rLANGE
L VOOD DUCK
G`
CONCRETE OR
MASONRY OPENING
BY OTHERS
CONCPEYE OR
maSONP.Y OPENING
BY DINERS
INSTALLATION ANCHOR 7 CAULK LiTVEEN
3/16' CIA. iAP[ON vOOD BLOCK L
NAS'T. OPENING
1 OTHERS
V CAULK BETVEEN
SLIDING GLASS DOOR NOW STRIP L
HOOK STRIP VOOD BUCK
Q
1
1-1/4' MIN. EME[DMENT d
1 Q
1
DNE BT VCOD RS
BUCK DT OTHERS
STUCCO
7 BY OTHERS
rd,ViKgL '%pM,& B.O.A.F.IEHPERED GLASS
T 1P.1
J/ SECTION B UAMFER MAKE:
ITYP.)
SLIDING aA$$ oaoR
n r • r i. e rs INTERLOCK
MASTER FELE# HOOK STRIP DETAIL
1) DOOR 1RATERIAL• ALLAIIN II ALLOT 6060
21 IARCDI TIP[ IKSIALLATIOA A -,IDAt wST IE Or SSArICIENT LENGTH TO ACHIEVE Kim EKKCKNT
or 1_I/A• IM10 ..Sams, OR COC$7C
11 ALI[RI.IE iPpSO. IMS IALLATIDI NENal ORE., 10 RAC. IN ALL ra N( KnlLRS,
AI IAPCOF A100R CNART O1 W. O' 1,4S SKCT.
S) USE SRICOM7C0 KRTI IC CAUL[ 1EwIND Od71 FLAKE AT C.. L —.S.
11 US( IIL ICOAI7ED ACRYLIC CALL[ ra P(RIKTCR S[AL AROR.D CA1[RIU ? Dt101.
11 O EAACT DER SIZE IS NOT LISTED IN ANOOR CHART. USE ANCHOR OUAN1171 LISIED VITN KRI
LARGER SIZE. rap 1K APPROPRIATE DCSIGN PRESSURE REDO.
11 FOR POCR[T DOOR SIZES USE CLISSES7 IIP.SS DOOR SIZE I CWIOARAIIOI TO rDUSKD W.:.a
RACE TAPCOrS. IN rRO17 Or r K SCRIP AS S10V11
71 &LASS TMICKNESS — VART PER REOUIREKNTS Or ASIK EIIW GLASS CMARIS.
101 ALL FACTORT APPLIED HOLES 101 pCSIC/AATCp rOR —CO) AK1M S4)LD 1( rILLEO VIT. R1 SCal Vt
I 0r SIfFIC1EN7 LEKIN TO PROVIDE KIN S/I' CHICMNT IN70 vmD IUCR.
IU DOOR wIT IS —ROVED USIK TE1'A[R(D GLASS IN SIAGLE &LAIEO A IM.RLAI RIG GLASS
Iz1 JAKI / SILL CORNERS ARE 10 It SCALED VNM A SHALL JOINT SEAM SEALER.
171 S.I. AS R[DD AT [A •EI Or INSIA,LATION AKKOq ,.. AL LLvARE SmN STACK TO It 1/4•
I.1 ALL INSI ALLAtID1 •KHORS PUS I( MADE Or CO2RUSIDI R[S:Sl-1 —.(R1Al S.
IS) VKRE 'A• K_gCi[NIS rCVIK PAKI •ND 9' RCPR(SCHif PILED PAKL —ROVED
OIIGVATIOAS ,PE AS LISIED ON AK.CR CNARI O1 IACK Or IRIS SKCI.
161 101 ALL CWIGUHAIID)S LISTED MOVw VEARES)OOK '-IS DR-1-G. NOVEVER INSIALLAIIOA Ex TERIOR
ELEVATION SEC110MS '•_•'..3 I NOOK ".RIP DETAIL APIIT TO INS7gLA110H OF ALL -PROVED 2 PANEL
DOOR SIJOVN CWIGURA11D11 17)
IYSIALL
DE IA1CO1 Iw EACH PAIR Or IACIORT .PRIED De -A LATIOK IDLES %ARESS )CITED OTKRVISE ON ""
I" C."T SCE I.C. Dr T.IS SNEET. 112 FLORIDA
Ell RUDERS TWO SERIES SLIDIK. GLASS Dm1T IS I)CVK THIS PRINT ALID APPLIES 1O MO) SERIES
AKD Sop SERIES. d A °
I
REA
DESCRIPTION DATE ]N1 r EXTRUDERS LIBERALLY APPLY - = :
1 L
O P I D A — CAULKING SENDERSILL _ - \ TNT. INC. $
aNF'OP.D F OR SET
SILL IN ?ED INSTALLATION ANCHOR Cr CONCRETE
3/16' ML TAPCON TITLE: SLIDING GLASS DOOR SECTION A -
A I I INSTALLATION WITH TAPCDNS I I
DP_4WN BY: BB I APPP.OVED BY: 1n FJC /
A: lc- r 117E n). .- - r. q tC
L
T APCON ANCHOR, CHART
NOMINAL DOOR DOOR QUANTITIES IN HEAD b SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP
SIZE AND SIZE UP TO 46 PST TO 61 PSFTO UP 70 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO
CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSf 60 PSF 70 PSF
4068 XX, Ox, XO 48 X 80 3 3 3 4 4 4 3 3 4
506E XY.. x. XO 60 X 80 3 3 3 4 4 4 3 4 4
6063 x .. Ox, x0 72 x 80 4 4 4 4 4 a 3 4 5
8068 XX. Ox. X0 96 x 80 5 5 5 a 4 4 3' 4 5
10062 XX Ox XO 120 x 80 6 6 7( ) 4 4 4 3 5
5030 XX, OX, x0 60 x 96 3 3 3 5 5 5 4 5 6
6080 Xx, OX. XO' 72 X 96 4 4 4 5 5 15 4 5 6
8080 XX, OX, x0 96 X 96 5 5 5 5 5 5 4 6 6
10080 xx x x 120 x 96 6 A 7 5 5 5 4 6 6
50100 XX, OX, xo 60 x 120 3 3 3 6 6 6 5 6 7
6OI00 XX, Ox. XO 72 X 120 a 4 4 6 6 6 6 I 7 8
80100 Xx. nx, xo 96 x 120 5 6 6 7 (DI) 6 8 9
9068 OXO 109 1/8 X 80 5 5 6 4 4 4 3 4 5
12068 OXO 145 1/8 X 80 7 17 9 (D2) 4 4 4 3 4 5
15068 Ox 18I 1/8 X 80 8 10 () 11 () 4 4 4 3 4 5
9080 OXO
12080 OXO
109 1/8 X 96
145 1/8 X 96 7
5
8 (DI
6
9 Sp2) li..5a-T T' t•4L. n% 1 5
4
4 6 6
15080 OXO 181 1/8 X 96 8 5 5 5 4 6 6
90100 Ox0 109 1/8 X 120 5 5 6,,;_.;,t[ 6-. '._:if£i1)-L' DI) 6 I 8 10
120100 Ox0 145 1/8 x 120 7 6 6 7 (DI) 6 8 10
9068 xxx 106 5/8 x 80 5:: •.:•.. 4 4 T'' A 3 4 5
12068 xxX 142 5/8 X 80 7 7 8 (DI) 4 : 4" ". k;4 3 4 5
6 XXX 178 5/8 X 80 8 4 4 1 3 4 5
9080 XXX 106 5/8 X 96 5 5 6 5 5 5 4 6 6
12080 XXX 142 5/8 X 96 7 8 (DI) 9 02) 5 5 5 4 6 6
15080 xxx 178 5/8 x 96 8 11 () 13 5 5 5 4 6 6
90100 xxx 10 5/8 x 120 5 6 6 1
8I 10I
xxx 142 5/8 X 120 7 n? n 6 6 7 6 8 10
10068 OXXO 119 5/8 X 80 6 6 7 (DI) 4 4 4 3 4 5
12068 OXXO 143 5/8 X 80 7 7 8 (DI) 4 a 4 3 4 5
16068 OxxO 191 5/8 X 80 9 10 (DI) 12 03) 4 4 4 3 4 5
10080 Uxxu 5/tl x 5b 6 DI) 7 7 37bb
12080 OXXO 143 5/8 x 96 17 8 (Dl) 9 (D2) 5 5 I S 4 I 6 I 6
16080 OXXO 191 5/8 X 96 9 n ) 4 ( ) 5 5 5 6 6
100100 OXXO 11 5/8.x 120 6 6 7 (D1) b DI) 6 E IC
120100 OXXO 143 5/8 X 120I 7 19 (D2) I 10 (D3) 6 16 17 (DI) I 6 I 8 10
160100 OxX l9l 5/8 x 120 10 <Dll 13 in-. 16 (D7) 6 6 7 (DI) 6 8 IO
18 xxxx 1 /a x 6 e 4 4 4
1206E XXXX 141 I/4 X 80 I7 7 16 (DI) 8 ( 4 4 I4 13 4 5 16068
XXXX 189 1/4 X 80 9 (DI) 10 (D2) 12 cpa) 4 3 4 5 10080
xxxx 1 17 1 4 X b 6 7 cDI) 4
I I 12080xxxx11411/4 X 96 7 8 (DI) 9 (D2) I 5 I 5 15 6 6 160A0
xxxx 189 1/4 X 56 9 (DI) i ( <) G) 5 5 5 8
100100
xxxx II 1/4 x 120 6 7 (DI) 5 DI) 6 l0 I_
0!00 xxxx 1141 1/4 x 120 7 16 (DI) I !0 (D3) 6 I 6 17 (D1) I 6 I 8 I 10 60100
XXXX lag 1/4 X i20 i0 (D2) 13 cD5) 15 (D77 6 6 7 (7'1) 0 1FE
Fc
2,, ANCHOR
NOTES: 1)
IN SOME CASES TAPCONS ARE P.EO'D. IN
BOTH FACTORY APPLIED INSTALLATION
HOLE. 'DI' THRU 'D7' DESIGNATES
IN WHICH SIZE G CONFIGUREATIONS
TWO TAPCONS ARE RE
0' D. 2) '
DI' MEANS, INSTALL TWO TAPCONS IN
ONE SET -OF INSTALLATION HOLES. 3) '
D2' MEANS, INSTALL TWO TAPCONS IN
TWO SETS OF INSTALLATION HOLES. 4) '
D3' MEANS, INSTALL TWO TAPCONS IN
THREE SETS OF INSTALLATION HOLES. 5) '
D4' MEANS, INSTALL TWO TAPCONS IN FOUR
SETS OF INSTALLATION HOLES 6) '
D5' MEANS, INSTALL TWO TAPCONS 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
L SILL SHOULD BE PRIORITIZED AS
FOLLOWS: A:
FIRST ADJACENT'TO INTERLOCK OR BUTT
STILES IN HEAD L SILL. B:
SECONDLY, AT EACH END OF HEAD L
SILL NEAP. JAMB CORNER., IF NEEDED.
C:
LOCATIONS IN HEAD L SILL OTHER THAN
AS LISTED IN A L B. 10)
LOCATION OF ADDITIONAL TAPCONS IN JAMBS
SHOULD BE PRIORITIZED AS FOLLOWS:
A:
FIRST, ADJACENT TO LOCKS IN . JAMBS.
B:
SECONDLY. AT EACH END OF JAMBS NEAR
HEAD L SILL CORNERS. C:
LOCATIONS IN JAMBS OTHER. THAN AS
LISTED IN A L B. r
n Rj ,A EXTRUDERS FILINT. INC. SANF ORD. FL. D
SLIDING CLASS DOOR TAPCON
17,_4;S CHART Civil
NT.S -
r A- 16
GENERAL ALUMINUM CORPORATION
VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION, DIE #1446
FLANGE
VERTICAL
S.H. SIZES
WDW. WTH. >
WDW. HGT. V
19.125 26.500 17 30.500 37.000 48.000 53.125
26.000 758 705 705 705 705 705
293 243 229 220 219 219
38.375
50.625 138 109 101 91 85 85
54.625 108 85 78 70 63 62
102 80 73 65 59 58
55.625
63.000 69 53 48 43 37 36
72.000 45 34 31 27 231 22
CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT d APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-03651 FAX 407 805-0366
CA020035
JAN. 11, 02
01-1201
GENERAL ALUMINUM CORPORATION
VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION, DIE #1446
44 f?
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
yy-
CA020036
JAN. 11, 02
01-1201
MULLION
ANCHOR
BRACKET
WINDOW
FRAME SILL
CT YP.)
WINDOW
FRAME HEAD
TYP.)
INSTALLATION
ANCHOR
TYP.)
8 SELF TAPPING
SMS (TYP.) MULLION
ANCHOR
BRACKET
SEE NOTES —1
2 & #3
D d
0
DWG NO; GEN-0453
D
D
D
a 1-7/8'
v
INSTALLATION
ANCHOR
TYP.)
a I
a MULLIONDIE NO. 1447
AUI& B.O ..
D SUBSTRATE
1,
v
ACTURER NAME: MULL ION c
NCI L L U
DIE N0. 1447 D 1-7/8'
v
E'ER FI LE # 6
v
SECTION B—B v
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. TION ATTACH MULLION TO SUBSTRATE WITH 3/16' DIA.
0
EXTERIOR
2) IN MASONRY CONSTRUC
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 010 SCREWS
B B OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMING.
4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT JAMBS.
GENERAL ALUMINUM CORP
CARROLLTON, TEXAS
d.,Jlc TITLE' FIN HORIZONAL MULLION INSTALLATION DETAIL
ALUMINUM TUBE MULLION, DIE NO. 1447
AREA, DRra BB
APRVDr ---- DATE' 3/17102
ELEV ATI N=.... .- : .c4f ---- oMATLr
DVG ND' No
vT/fTN SCALE' HALF ---- GEN-0453 1'
rcPkIpA DOIT"PRDd1C1 TECHNOLO6T CORP. 230 INTERNATIONAL PKVP• HEATH7OW. FLORIDA 32746 PHOK 407-805-0365 FAX 407-M-0366 gray_
J— G?
Viol
GENERAL ALUMINUM CORP.
HORIZONTAL MULLION DESIGN LOAD CAPACITIES
EXTRUDED ALUMINUM TUBE MULLION #1447
WHEN USED FOR MULLING TRANSOM
Gk tq
FIN
HORIZ.
MULLION
MULL SPAN>
WDW. HGT. V
51.000 59.000 72.000 94.000 104.250
25.000 232 157 93 38 26
37.375 206 138 81 33 23
49.625 197 129 74 30 21
53.625 197 128 73 29 20
54.625 197 128 73 29 20
62.000 197 127 71 28 19
71.000 197 127 70 27 18
NOTES:
CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1447 USED HORIZONTALLY.
CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN.
WINDOW HEIGHTS SHOWN ON Y' AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS
BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT.
READ MULUON SPAN AND WINDOW HEIGHT IN INCHES.
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF.
PREPARED BY:
PRODUCT d APPLICATION ENGINEERING. INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-0365 / FAX 407 805 0366
CA020040
12-Ian-2002
01-1201
ao."o".v \1'
DwG NO: d-0450
MULLI
ANCH
BRACK
WINDOW
FRAME JAMB
TYP.)
STALLATION
VCHOR
YP. )
8 SELF TAPPING
SMS (TYP.)
MULLIUI'q
DIE NO. 1448
SECTION A— A
MULLION
DIE NO. 1448
INSTALLATION
ANCHOR
TYP.)
1
v
v °
SEE NOTES
a o ##
2 &3
SUBSTRATE
a a SECTION B—B
LB
B _j
MANUFACTURER NAME.-
EXTERIOR ELEVATION A .gLLiM/N /[ I
NOTES: CASTER FILE # - - -
T N DETAILS APPLY TO ALUMINUM TUBE MULLION DIE NO.
MULLION
ANCHOR
BRACKET
a L
1) MULLION IPISTALLA 10
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"
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.
CARROLLTON, TEXAS
Q
TITLE: FIN VERTICAL MULLION INSTALLATION DETAi_
ALUMINUM TUBE MULLION, DIE NO. 1448
AREA. ORN: JSJ APRVU: ---- DATE: 3/1 71.r
WT/FT: SCALE: HALF
MAIL: — — — — DWG NO:
GEr.-C=_0
PREPAPED 8T. PRODUCT TECHNOLOGY CORP.. 250 INTERNA'iONAL PK-1. HEATHROW. rLDRiDA 037ad PHONE 407-605-0365 Aa a07_•:5-C`Ee
GENERAL ALUMINUM CORPORATION
VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION, DIE #1448
FIN
VERTICAL
S.H. SIZES
WDW. WTH. >
WDW. HGT. V
18.000 24.000 30.000 36.000 48.000 53.125
36.000 506 427 390 379 379 379
44.000 319 262 231 215 208 208
48.000 263 213 186 171 160 160
60.000 129 102 87 78 68 66
72.000 72 57 48 42 36 34
CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT d APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 8osm3 / FAX 407 805-0366
CA020037
JAN. 11, 02
01-1201
GENERAL ALUMINUM CORPORATION
VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION, DIE #1448
Q &?/
FIN
VERTICAL
P.W. SIZES
WOW. WTH. >
WOW. 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
I
IN
I<
1 IESTED IN ACCOMA CE WIIH SIMpAAD BALDING CODE, CHAPTER 17. TO A POSITIVE
AAO NECAT IVE 37 S PSF.
2 DASH HLA43E p REPRESENT VARICLS SECTION /E1ON7S.
3. 1" SECTION 7' HIGH DOOR SHOM4. e' HIGH DOORS HAVE
FIVE SECTIONS.
4. SECT ICI HEIGHT OF 20 812. 19.00 A 16.75 ARE AVAILABLE
APO MAY RC USED IN CD431MATICN 10 ACHIEVE
VAR OlS HE IGll lXl.
5. DAMS4EM PAITERN OF 14.50 X 20.375 SHOW. ALTERNATE
PAII04NS OF 12 50 x 43 375 AHO 12.50 X 20.375 MAY BE
USED.
6. TORS IC4 SPRIPCS SHCM4. Ex TENSION SPRINGS AVAILABLE.
7. LSE THIS I—Ef, REF. PM 405964-0002. ON
e' HIDH DOORS ONLY. PANEL
5. WINDOW WAY BE IT•6TALLED IN THE TOP SECTION OR THE SECTION
SECTION IAbEDIAIELY BELOW THE TOP SECTION
2• X 6'
4WOCO
JN.6 2'
X • WOOD JAA6 OR
EOUI VALENI 405964-
0001 PIN.
TRACK BOLT 5/
16 x 1 3/4' 5REF LAC SCREW
DETAIL 'E'
U Ir•
rI. I .T4 i': rtr
9. THE
STRUT PLACEAEM CN [XiCJJtS CONSIMCTED WITH S OR I.CRE SECTIDNS MST BECCNSIS mo mo.n.. WITH THE
SAS THE STRE FM THE AONIIIDIAL IN ER EV r" a I SEC"OSASECAiETOBEPLACEDASSIOM4 THE THI RO SECTION LACE LER FILE W r G [M I H To.
IIE
STRUT PLACDXNl OILE3VSION ON ALL SECTIONS LESS THAN 20 812' µµµ((( r r[. [
M I RERLED BY
THE DIFFERENCE BETWEEN THE ACTUAL SECTION KID41 A 20.812'. ill M 11
SCREWP605911-ODOI IS A 114' DIA X 5Ue- LM4 ttPE AB HEX HEAD LETAI SCREW QQ 12. POET TO
BE INSIALLED ONLY MEN HIGH WIND WAFNIN05 ISSUED 13. STRUT EA
PLACD41S CAN VARTA3'. 14 OLW47I TY
FOR LO06 CAN BE 0. 1. ON 2.11 I F-
IRAOL 966 ENO
HINDE
o93 000 p
VIEW •
D-
D'
DSB 1/e• 2' TRACK 049
THK (VERTICAL)
3 1/6SECTION '
C-C- 2 x 6• WOOD
JA 6 2• x 4• WOOD
JAA•9 •DSCALE:•SCALE: 1/2 CBECIII VAIENT I
ZONTAI TRACC COINTETlaALAN
CE TEA FIXTURE
t R
TICUAL SPLICE
IN
F
AL TRACK AT
407605-0004 •G• P OF T OF
RADIOS 2PLC404S sDse2e-0003 p• TYP2PLCS
TYP 2 PLCS 404e2e-
0003 TYP 2
PLCS a400650-
0001 1s-1
TYP 3
PLACES 046460-0003-- --- -- -. 5.00`
36.00
E f STANDARD TRACK
DETAIL FOR
16• 405771-00031 404e2e-0oo3 SCALE: 1/
15' • 1'
SERIES 180 THOU 189
ARE EOUI VAL ENT CIONISTRLCT ION 25CA STEEL SERIES 180 ARE SME
C"rRL.CTIM AS SERIES 280 QVLY 24CA STEEL AND ENO CLIPS DOOR
TESTED WAS 251
SERIES. I DOOR WIDTH CENTER
STIIE
ENO STILEILtR STMS/SECT. ROLLER T IGAGE HAtDWARE IJPER F T) 1$- 3 SINGLE I
TES 2• X 7/16• 049• 100 STD. OPTIONAL WINDOW DETAIL SCALE-
3/32 400650-
0004 TCPOONLY SPRING
ANCHOR BRAOIE
T
16'-0'
WAX. NIOTIi--
SCALE: t/16'•t•
INTERIOR ELEVATION L. DETAIL •
F' SCALE:
114
ITS NIDEI
Uwlw DI
ILL PM
40e6e0-0004.5.E a2 3 PLCS) 407603-00019PLCS)
wn C-
L_0. •
C-
409327-
0001 S 2-
2, 1-:;
I1M ER SE NOTE4
STRUT
TOPIFI XTIRE
HINGE
wi401199-
0001TYP I .
V`
404 20462e-0000003IYP2PLCS1
7/e• nac.
SECTION 'A -A" SCALE:
1/4 F.
061601-0000 4 -
DESIGN
LOAD A• 25
rSF ± 21
6e® 17'-0•
SHOWN) TEST LOAD e•-01
37.5
PSFL--4 ±
MAX. HE ldiT _ 21.57®.__--- VO 12'®
4D5771-DD02 /' L'.'_•.
Jf/./
f-_` , X, 14 4SER I
N
M.1 IF 01/
13/95 ITSt OR 1 '—q• MIX s w WIDTH.rIPDLW
DAVID F 02/19/
9e .... D- 409335 02 4 d
NODS
STRUT
0
DOORSECTION
i
I
0
I
T
I
I
7' HIGHDOOR
4
0575
1 3,'
r/
4-5116 Xv o
LAG SCREW
6.04
I -4.00-
PM 402326-0001 PLAIE,H SP
9
y 2 7116
t06 IFK.
32
070 MIN
P/N 401199-0001. TOP FIXTLfRE
ATTACH TO DOOR WITH
4 SCREWS P/N 605911-0001
0575REF
0 0
0 O
6.
I00
L 10 0
L-1."
PM 409331-0001 PLATE. FLOOR
AM— ASST
SHOVING FLOOR
PLATE
PM 409326-)000( POST ASSYI VERTICAL
091 MIN+IL• 11
0
Ldo79n6'
OI
2 71
P/N405771-)O= BOY. FIXTIRE FOR
1W1280/290/390 SERIES ATTACH
TO DOOR WITH 3
SCREWS PM 605911-0001 2
9/32 • 070
MIN F
000 3
3/16 o
0 L
000 7116
F PM
407603-0001. CENTER HINGE STEEL
DOORS ATTACH
TO DOOR WITH 4
SCREWS PM 6059 11 -0001 1 /
6 25
rI,TH • OOp7 WIDTH - 1'+•I ' 11
I I o 0 0 2T 1F /t16!• 1
7/•, 5 rL O
0
J 515
MIN Tw 4
5/6' c 1
O O O PM
400650-)0G(X, ROLLED HS-X STRUT PART
KA43ERIN. T- STRUT 3' 4DO650-0001.
030 HS-1 400650-0004 .
020 1 HS-0 P/N
061601-0000, SLIDE IOCX ASST 2 9/
32 H' 070
MIN
T— 0o0
3 3/
16 0 O 0
PM 407505-)
000(, END. HINGE r—t-
I 31" 7 O
O
2 1/2 H 106 MINT
P/N
405964 t 046450. EIRAOCET. SCAB PART. NAeER '
L' 405964-0001
3-I/4 046450-0003
1 4- i r-
4
3/6'1 t 3/4'---}.--. I I
oO
2 3/!' H 106 MIN+•
P/N
405964-0002, BRAE3(ET, SCAB JOINT SCAB BRACKE /
DETA I L S 0760-0003 o --
4.56-1
F•2.
765156DIAw76os-0oos t.a 1 w76os-o0os
t.
60 / r r F
cam+ n r (' `a L ATTACH
TODOORWITH11RA1,xr GE COOS.:.: i 0 L., t,4 D 6 re 8 I I4
SCREWSA0 PM
DOOR WITH I I cY
1•-3.
00-
1 OIA +y I•-. {4 .44 • . P/N 404828-
0003 ROLLER ASSY, TR-1 PM 606069-0001
PIN TR-1 ROLLER LOAD: 50 LOS. VAX. KAD END CAP
406794-
COO1,2,
3 TER STILE TD QY /60
SERIES PM 406660-0004.5.E N7i.RE0'DdR_
260SFR1€5... _ _.-- ---•- --- 11 . 167 25
r2.50•
1 REF 0 i
O
0
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If O
O
4.00
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i
SCREW 5001
1'
Z•'PM
0591-
RINHDLES
PM505579-001•
K' ,• I., ! / -'s}••
PM
406679-0001
L I W PM 406676-0001 SLiPC RT SECTION 'G-G' -
RATE STEEL srmns
I is, WIDE
DOORsl RESID. STEEL DOGS
P'M NAem
I x s07605-0002 .93
t t M
sr•• 1m
ea t 4. ti . ro pR/ sw . STLs . w s,sXt Mon -
wa awnw • , may. • M. 7QNI f O 1 / 1) / ! REST EST flL OR16' -' Ora: e• Y
s Itr • mR 3 ray. oo w. •IDTN.AIWLbAD wA oAvlo FMo7/
1!/9! 409335 ory 4r 4o4s a
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m+wrr. tII4E EACH•F DAVID FISH 02/
19/
q! sse 7 :1 I•sr 7F EV 1 I
MIAMI•DADE iVIIAMI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING .
BUILDING CODE COMPLIANCE OFFICE
MZ-TRO-DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130-1563
PRODUCT CONTROL NOTICE OF ACCEPTANCE (305)37s-29o1 FAx (Sos) 375.290s
Premdor Entry Systems CONTIL%CTOR LICEASING SECTION
911 E.. Jeferson, P.O. BOX 76 (303) 373-2327 FA\ (303) 373.2338
PI urgh ,KS 66762 RE%Ce*E1:1IE"'D CON'rIL%CTOIt ENFORCENU'N'r DIVISION
303) 375.2966 1:A.x (303) 375.2908
D j j H I I zeal PHODUCI' CONTROL DIVISION
Your application for Notice of Acceptance (
Nv$ht
3os) 373-2902 Fax (3os)72-6339
Entergy 6-8 S-W/E Inswing Opaque Singl £i esidehtiT jn ulated Steel Door
under Chapter 8 of the Code of Miami -Dade Alternate. Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this
product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the
use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined by BCCO that this product or material fails to meet the requirements of the South Florida
Building Code.
The expense of such testing will be incurred by the manufacturer. .
ACCEPTANCE NO.: 01-0314.16
EXPIRES: 04/02/2006 Raul tcoarlgucz
Chicf Product Control Division
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMMITTEE
This application for Product Approval has been reviewed by the BCCO and approved by the Building
Code and Product Review_ Committee to be used in Miami -Dade County, Florida under the conditions set
forth above.
APPROVED: 06/05/2001
Francisco J. Quintana, R.A.
Director
Mianii-Dade County
Building Code Compliance Office
I
PRODUCT PERPORMRncc DRTR HURRICANE CODE
w o oD
iAEfiRL-EDGE STEEL DOOR I(1 WOOD FRR(ilE
PRODUCT CERTIPICRTIOfi SHEET -01- f,314J h
Valid for the following side -hinged door arrangements:
OpROUE DOORS - 6'8" (IOIDIm HEIGHT:
Col A 1-41 CHI
Single Door with Sidelite Single Door with Sidelite Single Door with 2 Sidelltes /Double Doors \
on Hinge side on Strike side
DOOR STYLES:
1313
1313
130 Do an go all
Flush Arch Top 3-panel 6-panel New England 4-panel Eyebrow 4-panel 8-panel
Boo y
4
9-panel 5-panel 5-panel with scroll Eyebrow 5-panel Eyebrow 5-panel with scroll
SIDELITE STYLES:
T ®® ®® ®® ®® ®® ®®
D ED go
a go •0 no 0
680 Series 129 Series 200 Series 12R, 12L, 23R, 450 Series 152 Series 149 Series
231., 24R, 24L
Series
Premdor Entry Systems ACCEPTANCE No.: 01-0314.16
APPROVED JUN
EXPIRES April 02, 2006
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. SCOPE
1.1 This renews the Notice of Acceptance No. 00-0321.18 which was issued on April 28, 2000. It
approves a residential insulated door, as described in Section 2 of this Notice of Acceptance,
designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade
County, for the locations where the pressure requirements, as determined by' SFBC Chapter 23, do .
not exceed. the Design Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 The Series Entergy 6-8 S-W/E Inswing Opaque Single Residential Insulated Steel Door with
Sidelites — Impact Resistant Door Slab Only and its components shall be constructed in strict
compliance with the following documents: Drawing No 31-1020-EM-I, Sheets 1 through 6 of 6,
titled "Premdor (Entergy Brand) Steel Edge Single Door with Sidelites in a Wood Frames with a
Bumper Threshold (Inswing)," prepared by manufacturer, dated 7/29/97 with revision C dated
01115100, bearing the Miami -Dade County Product .Control approval stamp with the Notice of
Acceptance number and approval date by the Miami -Dade County Product Control Division. These
documents shall hereinafter be referred to as the approved drawings:
3. LIMITATIONS
3.1 This approval applies to single unit applications of single door only, as shown in approved
drawings.
3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle
between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed in
non -habitable areas where the unit and the area are designed to accept water infiltration
4. INSTALLATION
4.1 The residential insulated steel door and its components shall be installed in strict compliance with
the approved drawings.
4.2 Hurricane protection system (shutters):
4.2.1 Door: the installation of this unit will not require a hurricane protection system.
4.2.2 Sidelite: the installation of this unit will require a hurricane -protection system.
5. LABELING.
5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance
6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of
Acceptance, clearly marked to show the components selected for the proposed installation.
6.1.3 Any other documents required by the Building Official or the South on Building Code
SFBC) in order to properly evaluate the instal la f is s tern
Man cl Perez, P.E. Product C r Examiner
Prod ontrol Division
2
Premdor Entry ystems ACCEPTANCE No.: 01-0314.16
APPROVED JUN I 11
EXPIRES April 02, 2006
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
I. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed
and the original submitted documentation, including test supporting data; engineering documents,
ate no older than eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city,
state, and the following statement: "Miami -Dade County Product Control Approved", or as
specifically stated in the specific conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if:
a. There has been a change in the South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code changes.
b. The product is no longer the same product (identical) as the one originally approved.
C. If the Acceptance holder has not complied with all the requirements of this acceptance,
including the correct installation of the product.
d. The engineer who originally prepared, signed and sealed the required documentation initially
submitted,. is no longer practicing -the engineering profession.
4. Any revision or change in the materials, use, and/or manufacture of the product or process shall
automatically be cause for termination of this Acceptance, unless prior written approval has been
requested (through the filing of a revision application with appropriate fee) and granted by this
office.
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 ACCEPTANCE
Manu Per z, P.E., Product Co ro Examiner
Prod u ontrol Division
3
O
4' MAX—
15' MAX
O.C.
15' MAX
O.C.
15' MAX
O.C. A
15' MAX
O.C.
15' MAX
O.C.
6' AX
I
22' x
MAX
IS'
MAX
64'
DLO
MAX MAX
PREMDOR (ENTERGY BRAND) STEEL EDGE
SINGLE DOOR WITH SIDELITES IN
WOOD FRAME WITH BUMPER THRESHOLD
INSWING)
100' MAX
4' MAX 4' MAX 4' MAX 4' MAX
3' MAX 3' MAX-
15 *
3' MAX
14' 3' MAX
MAX E'
B
MAX 4' MA
IT
14'
E- OH Ist. HIN6
MAX
4' MA
31 3/16, ( _
HDG( Mf: DCLE660
ESERBOLESTi
OR MARLOC DEADBOLI II
MODEL 620 1/
2, KVIK
SET LOCKSCT MODEL
DL200 SERIES OR
MARLOC LOCKSET 313/
16'MODEL
100 ON
HING(S MP
14'
14' MAX
MAX B.
1g• MAx
4'
MAX 3' MAX 3' MAX 3'
MAX 3' MAX NOTES:
4' MAX 4' MAX 4' MAX 'MAX 1.)
WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY
TO TRANSFER LOADS TO THE STRUCTURE. 2.)
THE PRECEDING DRAWINGS ARE INTENDED TO A'
WOO THE
MELLOWING INSTALLATIONS. A.
WOOD FRAME CONSTRUCTION WHERE DOOR J SYSTEM
IS ANCHORED TO A MINIMUM TWO BY V000 OPENING.
L.H. INSVING R.N.INSVING B.
MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR
SYSTEM IS ANCHORED TO A MINIMUM TWO BY STRUCTURAL
WOOD BUCK. C.
MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR
SYSTEM IS ANCHORED DIRECTLY TO CONCRETE MASONRY
WITH OR VITHOUT A NON-STRUCTURAL BY
WOOD BUCK. ALL
ANCHORING SCREWS TO BE 110 WITH MINIMUM
1 1/2' EMBEDMENT INTO WOOD SUBSTRATE HERE
VAIER INFILIRAIIDN OUIREMENI
IS NEEDED VHERE
VATER INFILTRAIION REOUIREKENI
IS NOT NEEDED A
x
OR
3/16' PFH TAPCONS WITH 1 1/2' MINIMUM EMBEDMENT I UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR INTO
MASONRY. OVERHANG SUCH THAT THE ANGLE 'BEIVEEN IKE EDGE OF CANOPY OR OVERHANG 4.
UNIT MUST BE INSTALLED WITH 'MIAMI-BADE COUNTY TO SILL IS LESS THAN 45 DEGREES. UNLESS UNIT IS INSTALLED IN APPROVED'
SHUTTERS NON -HABITABLE AREAS VHERE THE UNIT AND THE AREA ARE DESIGNED 10 5.
THREE STAPLES PER SIDE JAMB INTO HEADER ON SIDELITES ACCEPT.VATER INFILTRATION. AND
DOOR, THREE STAPLES PER JAMB INTO BASE ON SIDELITES. 6.
LATEX SEALANT TO BE APPLIED AT SIDE BY SIDE JAMBS
AND SIDELITES. CIL 7.
DOOR/SIDELITE HEADER, DOOR/SIDELITE JAMBS, AND SIDELITE BASE Tbrt Tn'on m: CORNERS
ARE COPED AND BUTT JOINED. 8.
DOORS SHALL BE PRE -PAINTED WITH A VATER-BASED EPDXY RUST Pf
15'
15'
MAX MAX
43
I 16' TOP
OF DOOR TO.
q Of LOCK IS'
MAX
110
x 1 1/2' MINIMUM EMBEDMENT 14)
PER HEAD L SILL, (6) PER JAMB LTERNATE:
3/16' PFH TAPCONS r/
I 1/2' MINIMUM EMBEDMENT 1/
2' x 2' TAPLES SEE
NOT 5) A
80
11/16' MAX
MAX
N8
x 1 3/4' F.H.W.S 3)
PER SIDE FROM JAMB
INTO THRESHOLD APIIR-- '
4ED Ai CO:APLYING NTH THE SOUTH
NA BUILDING CODE OA
E i o t BY /.
L//lIp .SLR PR00
TC TROLOWISION(J BUILDING
CODE CCAIPLIANCE OFFICE ACCEPTANCE
NO.01- 03 t4' I (p INHIBITIVE
PRIMER PAINT VITH A DRY FILM THICKNESS (IF 0.8 TO 1.2 MIL. M N LMS 31-1020-EM-1 ' 9.
FRAMES SHALL BE PRE -PAINTED WITH AN ACRYLIC LATEX VATER-BASED/ IL m VATER-
REDUCIBLE VHITE PRIMER WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. MITI ¢uxr SHEET I OF '6 tV6OlF10]
C
112-
GLASS BITE
INTERIOR
SEC I IUN A -A
GLAZING DETAIL
INSWING
OTHER CONFIGURATIONS
68 7/4' _—I 68 7/4'
MAX
jl
Hex
SHERVM V[LLIAMS 850A 2aEXTERIORGRADELATEXCAULK
EXTERIOR
XO CIX
APPROVED AS COMPLYING'ATTH THE
INTERIOR SOUTH FL4RIDA BUILDING CODE IGIIl KISS K
nl tU
DA E JUN 1 G .
29
BY
PRODU ONTROLDMSION R MD
BUILDING CODE COMPLIANCE OFFICE Tu L DTTW
eVI/8' TEMPERED GLASS A4,rFPTANCEHO01-03ly-Ilo
nIn Is
ADD
1-1020-EM-1
SHEET 2 (IF 6
ayw ulln E
69 3/4' MAX
MAX
MAX
MAX
4• MAX— j' MAX 3' MAX
MAX
MA 15' 1A.
MAX MAX
1.'
I I 1 1F-X
13' MAX 1Y .• MAYJ (-
O.C. MA
15' MAX
O.C.
15' MAX 080 11/16, 0.c MAX
0
13, MAX
ac
15' MAx
6' MA
MAY
MAX-
I r-,
x
IL 14'-J {-14' I
MAx MA:
3' MAX
3' MAX
MAx
MAX
0X
1r
oxo
ETHER DOOR CONFIGURATIONS
bB 3/.' wX
MAY .' MAN
MAI
3' MAX .' MAX
7' MAs
Y MAX-
141. 1S' ' MAX
MAY MAX
4A.
1J E—.' MAX 13' IS' MAX
Ax QL
is, MAX
ac
80 11/16' O
IS' MAX
MAXWMA
O.C.
IS' MAX
O.C.
77 1/Q'
L3'
MAX
MAX15' MAX
0.C. Ax
14, .'
MAX
MAx6' MAX I r
MA% 1$' MAx .• MwIJ L
AX
13' MAX
OL.
X 0 IS' MAX
EIMIIS (KISS NOIED, RX DEC
IMMIX KISS IVIED, SIR C@R 111LO
i 'cc -S COMPLYING WTH THE
kx "I CIE
r R Ot Brj. D. IMI I-11-01
PREMDOR ENTRY SY
FROD C uTROL DMSION 911 E. JEFFERa
BVILDIN OE COMPLIANCE OFFICE I PII ISBCIR(1, KS W62
ACCEPT 10.0 - .1(0
6'
aC
15' MAXac
IS' MAX
X
0
11 /16'
MAX
31-1020-EM-I
SHEET 5 OF 6
REVISI@I EEIIER
Fm-
1/4' SHIM MAX
r- 3/4'
80 11/16'
MAX
I INTERIOR
79 5/16'
MAX
SECTION B-B
2 BY WOOD BUCK
MATERIALS LIST
17
1 1/4-
ITEM NO. DESCRIPTION PART NUMBER COMMENTS
1Q I WOOD HEAD JAMB EM-14 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
O COMPRESSION WEATHERSTRIP EM-25 LOCKSCRIEN BRAND LOXSEAL0 (BRONZE)
WOOD STRIKE JAMB EM-12 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
ALUMINUM -BUMPER THRESHOLD EM-15 1PREMDOR BRAND OR EQUIVALENT - 11/4' x 4 9/16'
Q TOP CHANNEL EM-08 1PREMDOR BRAND - 1 11/16' - 20 GA STEEL
STEELSKIN 26 gi (017 1104 -.DID m Till FR Q16U RSI Will 3 IA'
0 1 PniYURETHANE FOAM CORE BASF FOAM - DENSITY 2.0 TO 2.5 Ibs./Ft'
I BOTTOM CHANNEL EM-07 PREMDOR BRAND - 1 I1/16' - 20 GA STEEL
0) WOOD LOCK BLOCK EM-09 4' X 9 1/2' MTL. TO BE PINE OR EQUIVALENT
ID STRIKE STILE EM-06 PREMDOR BRAND - 1 11/16' - 20 GA STEEL
I1 HINGE STILE EM-05 PREMDOR BRAND - 1 11/16' - 20 GA STEEL
D 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)
4 WOOD HINGE JAMB EM-13 1 1/4' X 4 9/16' MTL. TO BE PINE OR EOUIVALENT
EXTERIOR 15 N10-24 x 1/2' F.H.M.S. (4) SCREVS PER HINGE INTO DOOR
16 q10 X 2' F.H W.S. 5) SCREVS THROUGH HINGE JAMB INTO SIDELIIE JAMB. 8 DOVN ROM IL1P
MAX 18' O.C. THEREAFTER
10) SCREVS THROUGH STRIKE JAMB INTO SIDELIIE JAMB, 4' DOVN FROM top
MAX 8' O.C. THEREAFTER
4) SCREVS THROUGH EACH HINGE INTO DOOR JAMB
6) SCREVS THROUGH EACH SIDELITE JAMB INTO SIDELITE, 4' DDVN FROM
TOP, MAX 15' ELC. THEREAFTER
O11017 FHVS WHINIM)M 1 1/2 ENBEDIQNI [R
3/16' PrM IAPEOIS WHIM" I IR' EMBEDMENT REFER TO ELEVATION VIM FOR A OF SCREVS USED AND LOCATIONS
18 SIDELITE WOOD STILE EH-28 15/16' X 1 I1/16' MTL. TO BE PINE OR EOUIVALENT.
19 N8 x 2' F.H.W.S. 2) SCREVS AT EACH STRIKE PLATE
LOCKSET KWIKSET BRAND 200 LOCK OR HARLOC BRAND 100 LOCK
1 NOT USED ON THIS MODEL
Q WOOD SIDELITE JAMB EM-19 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
1 1 / 4'
22' X 64' SINGLE PANEL GLASS EM-2o TEMPERED GLASS IN POLYPROPYLENE FRAME- DC-1643 - (ODL-Z
AR T MP R Ais
SIDELITE TRIM (WOOD) EM-21 5/16 x 1/2' MTL. TO BE PINE OR EQUIVALENT
WOOD CASING EM-22
1/8' : 1' Mil. 10 BE PINE OR EQUIVALENT - ITEMS ARE MOLDINGS USE
FOR 'SIDE BY SIDE JAMBS' AS MULLIONS
WOOD SIDELITE HEAD JAMB EM-23 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
WOOD SIDELITE BASE EM-24 11 1/4' X 4 9/16' MTL. TO BE PINE OR EOUIVALENT
POLYPROPYLENE LITE FRAME DE-1643, ODL-2 HP Polypropylene by ODL
16 X 1 1/2' PAN HEAD SCREVS 18 PER FRAME 10 EXCEED 14' DE TBHERE AFTER EACH At4D
PIN NAIL 4' LONG MAIL, V IN FROM END. MAX 8' OC. TI{RAFIER, USED ON MLILMNS AND TRIM
DOW SILICONE #995
LIAIM UNLESS NOTED, FRAC DEC AN& IB JDADE COUNTY MODIFICATIONS 1/11/01 1 JD
EKIRUSIONS UNLESS NOTED, STQ ax. iQ'S_ I A ODE PAGE 5 (DOOR OPTIONS) 10-1-98 I RS
m As CO%ZXYJ): ir)N
DR By DA IE03m`'50B PREMDUR ENTRY
by911 E..ILFFERSON
PRODU C ROL DIVISION PIITSBURG, KS 66162
BUILDO(0 CODE COMPUPrE OFFICE
ACCEPTANCE NO.QL-
31-1020-EM-I
A SHEET 3 OF 6
REVISION LEITER B
2 BY WOOD BUCK
on
1/4' SHIM MAX
3/4'
n
J
79 3/16'
INTERIOR I MAX
80 11/16'
MAX
2 BY WOOD BUCK
1 1/4'
EXTERIOR
PLEASE SEE 'GLAZING DETAIL'
DRAWING #31-1020-EM-I
SHEET 2 OF 6
1 1/4'
DOW SILICONE #995
APPROVED AS COMPLYING MATH THE
SECT ION C-C SOU' ETN FL`WjQ
BY
J Jry J
PROW T C OL DMS101
SUFLDING CODE COMPUP"" OFFICE
ACCEPTANCE NOQ—
0
OTHER DOOR PANEL STYLES r
36/ Io-
MAX 0
000 00 79
1/1 DD DD D D 000 8® @19 D D D M
A X _ D Dlool go 101 000
a0
0000 00a8
Dd
log Do o0 00 on o0 0oOaBLANK
TOP 6-PANEL 4-PANEL 9-PANEL 10-PANEL 18-PANEL FLUSH 8-PANEL CRCISSBUCK 12-PANEL 4-PANEL 5-PANEL ;-PANEL 5-PANEL 5-PANEL 4-
PANEL EYEBROV
V/SCROLL EYEBROV EYEBROV V/
SCROLL OTHER
SIDEEITE STYLES 30"
MAX
79
1/16 8 O Mix
o 0 o D 0 D SL-
10 SL-20 SL-30 SL-60 SL-50 SL-50B SL-69A SL-698 SL-69C SL-25 SL-55 SL-30D SL-40 SL-90A SL-90B SL-90C SL-30B SL-30C SL-70 SL-80 00
00 00 DD
DD DD DD DO DD DD DD DD 00 DD DD DD DD Do 00 PD-
1 PD-2 PD-3 PD-4 PD-5 PD-6 PD-7 PD-8 PD-9 PD-10 PD-11 PD-12 PD-13 PD-14 PO-15 PD-16 PD-17 1[
1 0
1- O O u
ns
o K
U OF
ZO O
O V O U DD >
LL n
r 0 a w PD-
18 PD-19 PD-20 PD-21 PD-22 PD-23 PD-24 PD-25 PD-26 PD-27 PD-28 PD-29 PD-30 PD-31 PD-32 PO-33 PD-34 < o m a m LD01i
RESS 1U1[D, FRX UEC N4 IIR16@6
RESS IUI[D, SIR ED(l. 10.i 9®
lIR R[YISDp6 DAI[ BT gee
I II o PARINAIQ:PRENDOR DOOR OPTIONS 0DRBfD41MAIL1SCAL[: t-
on Do 0 DOD DUD . NO oa allPREMDUR ENTRY SYSTEMS 31-1020-EM-1 911
c ErrtRS@I SHEET 6 OF 6 PD-
35 PD-36 PD-37 PD-3B PD-39 PO-40 PD-41 PD-42 PD-43 PD-43A PD-43B PII1$
BlR[,, [S. 66762 RIVISUA
L[11[R
TRUSS INDEX SHEET
Per Rule 61G15-31.003 of the Florida Board of Engineers
Customer: MORRISON
Job Identification: Z22137B
Address 1 VENETIAN BAY
Address 2 LOT 41
Jurisdiction: CITY OF SANFORD
General Building Design Information
Florida Building Code - 2001; Chapters 16 and 23
ANSI?PI 1
SMYTH LUMBER CO.
ROOF TRUSS DIVISION
2722 SOUTH APOPKA BLVD.
APOPKA, FL 32703
407-299-1522
FAX: 407-299-9153
Design Loads
Roof: 37 PSF
Floor: —
Wind: 120 MPH ASCE 7-98
i> Engineer of Record HOME DESIGN SERVICES OF 580 CAPE COD LANE #9. ALTAMONTE, FL AA#2665
Or Building Designer: Seal Da : 02-Oct-03
Alpine Engineered Products Design Software
Truss En eer: William M. RanieriFLLic.# 42704
The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for
the truss component designs listed and included in this truss package. The attached component designs are valid only If depicted with a copy of
the Truss Engineer's ink -stamp seal.
Standard Detail Designs: Std. Gable, Struct. Gable, Corner Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42
Number of Drawings:
Truss ID:
R1 E1
R2 E2
R3 E3
R4 C1
R7 C2
R5 C3
R6
R8
R9
R10
R11-2PLY
R12
t R13
R14
j R15
R16
R17
R18
R19
R20
R21
A22
V1
V2
V4
H1
H2
H3
35 Plus Standard Details
Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023. Board of Professional Engineers
170
co
4 3/16'
Tel^E5
V/ RArm /ms
8
DACK r CN CLOCK A
V2' ON FRA.e VALS
SMYTH LUMBER GO.
ROOF TRU55 DIVI510N
27ZZ 50UTH APOPKA 6LVD.
APOPKA, FL 32703
907) 299 - 15ZZ
FAX (907) Z99 - 9153
Enginceriny Gertilicatc
of Authorization # 9218
NOTES
D rr n " Mien R[XONSDUr ( To
VB" lefts rLACbBn PLAN AD
fern PEWN DRAWLS-) ADANST r W
GONXTDM AD Ce`iCN Mon.
OU524E YSTUN MIA-hVR11#6r
ARROV® NALC MOT
xa191DATE
rP" MST NOT CC GrT OR ALTMZlteNANYVAYWHOUTProtAUTIMATCN
DY 5AYTH Tel^ COO/AM(
ALTSW
01 3) sl rniUDIOCZAATCHTAtECUT IL DE RUARID
ar I CALM AT (USTpB[s EQU4X
41 DACxrluErn Cr ANY OTD OLL NOT DE
COMA09® enDM MA R[Yty AD
IETTIN (Orion DY WnH Tel^ UWAM'.
KWETyALL TO rr ALL To The Truss Engineees seal, when appfed confirms the placement of the truss framing as It
relates to the truss designs specific for this structure. T'e truss Irert tr o L5 based upon the
14® r2® review d plaits, drawbgs and specificatbns provided by Ih tZa, g design professional.
The building design professional has final approval d the truss framing andfor truss
placement plan. The desi1ggn of the temporary and permanent bracing, the diaphragm system,
shear wails and slructurafelements to Tests(lateral loads from wind andor seismic activity Is
the responsibility of the building desL'gn professional. Additional approval by the building
William M. Ranieri, PE design professional shag inct , bug rat be limited to, design loading, lengths, profiles,
FL Lic. No. 42704 pitches and depths.
DETAILS:
0 UM TO He AI XL#,evAtM rat
NANVLH5. MTKIAT04 AID
WO[ACY DC.A"
C51K TO UAW"" MA INS5 rOC
rOMUMB DRACM COdACEP
Al TCIl `.m 042IM 6 TEASCs
Ili$ VALLEY RANG
MST De UArQMY MCI"
OC IVU TO VALLEY leis
PETALS FOR A 0NATE
mAOG Mas"ADrr5
N ALL VALLEYS TO DC CONY$r MALLY
rCALED OY MLM
4) ME!m LOAD DEMOB wA L5
I I "Ic ao "Far-%& THOU LMMNOTII112U
O
HGU::a OR TFWH2eJ O •
HGUSID OR THDH48 0 •
THA422 OR 22 0-
THAC422 OR USH422ff G •
HUC410 OR HD4101F 0.
TIMM OR HJC26
LeelJlb - K1)
TOP CHORD 2x4 SP #2 '
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
120 MPH WIND, 14.35 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.
r•
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.
5X6=
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
9-4-0
J n V— J A V— J A V—
3X6(A1) 3X6(A1)
1-4.0 1-4-0
ty
L 20-0-0 _I_ 20-0-0 1
40-0-0 Over 2 Supports
R=1557 U=474 W=8" R=1557 U=474 W=8"
PLT TYP. Wave TPI 95 R Design Crit: TPI STD 6.10 OT.Y'.6 FL 1 R Scale=.1875" Ft.
IFI
WARNING" TRUSSES REOUIRC EITR CNE CARE IN FABRICATION. HANDLING. SNIP IHG, INSTALLING AND
BRACING. REFER To HIB-91 (HANDLING INSTALLING AND BRACING). UBLISNE0 BY TPI (TRUSS LATE
INSTITUTE. SIT D'ONDFRIO DR.. SUITE 200. NADISON, NI 57119), FOR SAF CTY A ACTICES PR f OR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
MP • FURNISH A COPY F THIS N TINSTALLATIONIORTANT• 0 IS OFOR 0 THE FROMCONTRACTOR. ALPINEEPRODUCTS. iS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
a .
f(V::::::: ';
I.::ND"42%Q4
1
T C
TC
BC
L L
DL
DL
20.0
7.0
10.0
PSF
PSF
PSF
R E F R 3 5 2-- 2 0 6 7 3
Sm* 'LUMEibi ::::
RooF:TRussDmsiori::L
DATE 07/14/03
DRW SLTUSR352
2V;ff 06 64 APOPKA BLV6:::::::
MOPKA FL - 32703:::::": ' '
ao7-zss
FAA:..407-299..... :::::::::
BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH A LICABLE PROVISIONS OF NDS (RATIONAL.DESIGX
S EC IFICATION PUBLISHED BY THE ANER IC AN FORC ST AXD PAPER ASSOCIAi ION) AND TPI. ALPINC
CONNECTORS ARE MADE OF 20GA ASTN AGSJ 6RA0 GALV. STEEL. EVCEPT AS NOTED. APPLY CONNCCTORS TO
EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
STATE'OF.::
S A ......... f
O p10P! f '.
BC
TOT.
LL
LD.
0.0
37.0
PSF
PSF
SLT-ENG WMR
SEON- 36089
OUR. FAC. 1.25 FROM SLCPROFESSIONAL; ENGINEERING,;;;;
CEFTFlGTE OF AUTTIORf7l TON 779i1B
DRAWINGS 160 A•2 THE SEAL ON THIS OKAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPONSIBILITY SOLELY FDA THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
COMPONENT FOR ANY PARTICULAR BUILDING IS THE RCSPONSIBIl17Y OF THE BUILDING DESIGNER. PER
ANSI/TPI 1-1995 SECTION 2.
Jul" 14 '03- " "'. " ' " SPACING 24.0" JREF- 1S4G352_ZO4
L441JID - KL
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EOUALLY SPACED
ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
I RIZ, VRU —L—CV C Vn l.VI—V ILn II—I %-- a U I.r) '• " ' "` •+ •""•
120 MPH WIND, 14.10 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, Nor 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.
5X6
5X6=
9-4-0
3X6 (A1)
J A U— J A I V— 1 —
3X6 (A1)
1 -°
I 19-0-0 I200I 19-0-0 I
40-0-0 Over 2 Supports '
I
R=1557 U=475 W=8' R=1557 U=475 W=8"
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0.T.Y::-1 FL 1 R Scale 1875" Ft.
77: WARNING"TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND
ACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY T I (TRUSS PLATE T C L L 20.0 PSF REF R 3 5 2 - - 2 0 6 7 4
INSTITUTE. 507 D'OHOFRIO DR.. SUITE 200. MADISON, YI 57119). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OIHCRVISE IT101CAIE0, TOP CHORD SHALL MAY PROPERLY ATTACHED
SfRUC1URAL PANELS. BOT10M CHORD SMALL HAVE A PRO CRIY ATTACHED RIGID CC IIING.
IMPORTANT•• FURNISH A COPY OF THIS DESIGN THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS. INC. SHALL NOf BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
t .:::"'/ • IV :;:':::::::•(. jw`{
L': iil..N0.42704': :-: 11
j+'
TC DL
BC DL
7.0
10.0
PSF
PSF
DATE U7/14/D3
SMYTH:L•tiMBER CO:;::
ROOFTi: u-:::"b istoivS , ,•, ,,,,- DRW SL7USR352
SLT ENG /WMR27225DLm1APOP,KABLVD*::::::
OPKA: FL::32703:::::::::::
407-SPECIFICATION
FAx:407-29B;9,159;;;;;;;;;;;;
BUILD THE TRUSSES IN COMFORNANCE VIIH II1: OR FABRICATING. MANDLLNG. SMIP I4G, INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE INOVISIONS OF NDS (NATIONAL DESIGN
PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPIYI
CONNEC10ITS ARE MADE OF 20GA ASIM A657 GRAD GALY. STECI. EIC[II AS NOIEO. A ILY CONNECTORS 10
EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. OBITION CONNECTORS PER
C• i:::: :^ :::: •"
i'.STATE'OF, l .`
wN 1,:.A: ..-•• FJAio.X•
BC LL
TOT. LD.
0.0
37.0
PSF
PSF SEON- 38594
D U R . F A C . 1.25 FROM SLT. EE . .. PROFFSSIONAI.i ENGINEERIrIG,;;;;;
DRAWINGS 160 A-Z. THE S•CAL ON IHI? ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPONSIBILITY SOLELY FOq THE TRUSS COMIOIICNT DESIGN SHOYN. THC SUITABILITY ANO USC OF THIS S NAL "j;n;•
SPACING 24.0" JREF- 1S4G352Z04
CEFTTTFTGTEOFAUTIIORVATIOFITT921e 11FOR ANYPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER
ANSI/TPINSCCTRTICU Jul::-14m:!-0j.. • :-'"
TOP CHORD 2x4 SP #2 120 MPH WIND, 13.90 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
A) lx4 #3 OR BETTER "T" BRACE. 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
6X6 5X6
3%6(Al) =— JX6(Al)
4-0 4-0
O'O'O Over 2 Support
x~155/ U~wo v~O^ x~155/ U~476 x~o^
WARNING— TRUSSES RIOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
STRUCTURAL P RELS.RalOTTON CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
MPORTAN
I FIC .
F SH 0 Y OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI EERED
RODUCTS. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
L U M dik k 0.::::
III BL M::::::
ApopKA:
407-299-RI.53::::::::::;:
UAIL E SSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
IT CING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF RDS (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF 20GA STOTA65WJIGR40 GALT. STEEL. EICEPT AS NOTED. APPLY CONNEC ORS TO
EACH FACE OF TRUSS. NO U LE, HER S CA 0 ON HIS DESIGN. POSITION CONNECTORS PEI,
TOT LD. 37.0 PSF SEON- 20274
OUR FAC. 1.25FESSIONALENGINEERING
DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
INVAL
1 1:: *:. 1::
CERTIFICATE OFAUTHORCEA11014 #9238 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER 1'4...'03 .... .... .
LLL1,f/If - K4 I HIS UNG PHLPAR LU hHUM LUMPUI LH INPUI (LUAU) b UIMLN,IUNb) JUdMIIItU UT IMU,] MI-K.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED
ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
5X6=
120 MPH WIND, 13.60 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.
5X6=
9-4-0
JAU— JAIV— JAU—
3X6(Al).= 3X6 (A1)
1-4.0 1.4-0
ti h
L 17-0-0 _1_ 6-0-0 _1_ 17-0-0 _I
40-0-0 Over 2 Supports
R=1557 U=478 W=8" R=1557 U=478 W=8"
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY'.'•1 FL 1 R Scale 1875" Ft.
WARNING• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
BR D BRACING). PUBLISHED BY TPI (TRUSS PLATEACING. REFER TO HIS•91 HANDLING INSTALLING ANl
NST T I II FR 11 S T MA I X V / F R AF TY PRA 1 PRIOR I1IUE. SB7 0 0 0 10 0 VI C 200. D SO 1 57 19). 0 S C C ICES 10 0
CRFOIT XG THCSC FUA TIONS. UNLESS OIHIRYISE INDICATED. TOP CHORD SHALL HAY E RO CRLY ATTACHED
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.5
IMPORTANT•• FURNISHSN A COPY OF THIS DESIGN 10 THE INSTALLATIONTOR CONTRACTOR. TR AC TOR. ALPINE ENGINEEREDXECREO
PRODUCTS. INC.THCSHALL NOT DC RESPONSIBLE FOR AXY DEVIATION FROM iH15 D[SIGtl; AYY FAILUR[ TO BUIID
THC TRUSSES IN CONFORMANCE WITH T I. Op FA RICATING HANDLING SHIP IRG INSTA LING AND BRACING
OF TRUSSES. THIS DESIGN CONFORMS DPWB
L APPL
ICABLC PROYISIOHS OF IT (NATIONAL D[516N SPECIFICATION
ICATIONPUBLISHED BY THE AHER ICAH FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS
ARE HAD[ OF 20GA ASTM A657 GNAO GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO IACH
FACE OF TRUSS. AND UNLESS OTHERWI SC LOCATED ON THIS DESIGN. POSITION CONNECTORS PER iF; ..,
S3`
T• ••'to No:
427 4.:::'.:"' ' j.:::. .:
r* STATE:
OF. i.
ti.. .. t O
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LL T
C D L BC
DL B
C L L T
0 T . L D . 20.
0 7.
0 10.
0.
0 37.
0 0
PSF
PSF
PSF
PSF
PSF
REF
R352- -20676 SMYTH:
LUMBER.CO::.: RooP:
TiiuSs;Divis1Ori ' :* 2722
501TT.. APOPKA [iLVD: APOPKA:
FL :'32703:.:::''::... 4o=
2ssi sza:::::-: .. Fw.........
c 40 7.29"1 53;:::: DATE
0 7 1 4 0 3 DRW
sI TusR3s2 S
L T - E N G / 4JM R S
E 0 N - 38591 DUR .
FAC. 1.25 FROM SLC PROFESSIONAL; ENGINEERING,,;: CEIrnFICATEOF
AI1T1iOR12A-110Fr419218 ORAVIXGS
l60 A2. THE SIAL ON THIS OR AYING INDICATES ACCE PTAIICC OF PROFESSIONAL EfIGI NEER ING'rNAL RESPONSIBILITY
SOLELY FOR THE IAUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT
ANY PA-1995
RTICUON LAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jii1''14' ''03' SPACING 24.0" JREF- 1S4G352_Z04
ZZZisils - H5)
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
THIS DWG PREPARED FR0P COMPUTER INPUT (LOADS 5 DIMENSIONS) SUBMITTED BY TRUSS MFR
120 MPH WIND, 13.40 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP 8, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
A) lx4 #3 OR BETTER "T" BRACE. 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
NAILS @ 6' OC.
5X6= 2.5X4= 5X6=
2. 5X4 0 2. 5X4 0
6 r (A) (A) —T 6
5X60 5X6s
9-4-0
2 F,Ye 5X8 = 5 — 9 qYAX8=
3X6(A1) 3X6(A1)
1'4.0 1.4.0
h h
L< 16-2-8 I 7-7-0 I 16-2-8 1
LIE 40-0-0 Over 2 Supports
R=1557 U=478 W=8" R=1557 U=478 W=8"
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R - Scale=.1875" Ft.
0t"
WARNING •• TRUSSES REOUIRC EXTREME AR N FABRICATION.INSTALLINGCCCCAREIHANDLING. SHIPPING. AHD
RA FBCING. RE ER TO MIB91 (HANDLING INSTALLING AND BRACING). PURL ISHCD BY TPI (TRUSSUSS PLAT[:
INSTITUTE.N FR R TSBJ00010D .. SUITE 200. NADISON, NI 57719). FOR SAFELY PRACTICES11CC5 PRIOR TO
PERFORMING THCSC FUNCTIONS. UNLESS OTHERWISE IND,ICATCD. TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. tIF1 Cyq••.'
A• ;
TC
TC
LL
DL
20.0
7.0
PSF
PSF
R E F R 3 5 2
MYTH;LUMBER CO::
DATE 07/14/03
DRW SLTUSR352IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No.42704'" ::"' BC DL 10.0 PSF
27225oLmRAPOP...... BLVDi:::::
PRODUCTS, INC. SHAH NOT BC RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIIUR[ TO
BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
FL': 32703::::::::'::'
4Y1 BRACING
OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION
PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE: OF •: tl
BC
LL 0.0 PSF SLT-ENG WMR SEON
20242 622.:.
CONNECTORS ARE MADE OF 20GA ASTM A657 GRAD GALV STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO t•. "'•
r dpp,.• TOT 37.0 PSF FAX " 40%-2989,153;" EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER v.•••.• .: RSI
LD.
DUR.
FAC. 1.25 FROM SLC ENGINEERING::::: DRAWINGS
160 A2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING v :. PROFESSIONAL.
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS I, GErmF1GAlEOFAIITNORIZA.
IONN9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/
TPI 1 1995 SECTIONSPACING 2. JUI -
i4m::: . 24.0 JREF- 1S4G352_ZO4
L4L1J/O - KO I HIa UMU YKtrAHtU tnun LUMFUI tM IMYUI (LUAU) b UI MLPIa I U1Y3) aUDnI I ILU DI IMuaa nrM.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EOUALLY SPACED
ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
3X6 (A1)
5X6= 2.5X4 e
120 MPH WIND, 13.10 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
5X6=
5X61 5 X 6 e
6 r (A) (A) —T 6
A) (A)
2X4 III - 5X8— 5X8= 2X41n
9-4-0
3X6(A1) =
1-4.0 1.4.0
L 15-0-0 _ L 10-0-0 _ L 15-0-0 _I
40-0-0 Over 2 Supports
R=1557 U=480 W=8" R=1557 U=480 W=8"
PLT TYP. Wave TPI 95 R Design Crit: TPt STD FLBC 6.10 OT:Y::1 FL 1 R Scale 1875" Ft.
TRUSSES R R EXTREME AR N FABRICATION.HAM N H P INSTALLINGAHWARNING— USSCS EOUI E E C C CARE IHANDLING. SHIPPING. IN6. D
BRACING. REFER TO HIB-9l (HANDLING INSTALLING AND BRACING). PUBLISHED BY 1PI (TRUSS PLATE
INSTITUTE. SBJ D'OHOFq IO DR.. SUITE 200, MAD 13011. NI 5J 719), FOR SAFETY R ACT ICES PRIOR TO
PERFORMING THESE FUNCTIONS. UYLESS OTHERYISC INDICATED. TOP CNORO SHALL HAVE PROPERLY ATTACHED
QI.Q_,-
w.•: tIFI„Y :t'
T C
T C
L L
D L
20.0
7.0
PSF
PSF
R E f R 3 5 2-- 2 0 6 7 8
DATE D 7 1 4 D 3
LUMBER CO:::: STRUCTURAL AHClS. BOTTOM CNORD SNAIL HAYC A PROPERLY ATTACHED RIGID CEILING. fCJ.•'':' ....
DRW SLTUSR352ROOF:TRUSS DIVISIOti IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1ND.:4270:4 :" BC DL 10.0 PSF
RODUCTS, INC. SHAII HOT BC RCS ONSIBLE FOR AMY DEYIATIOM FROM TICS DESIGN; ARY FAILURE TO L1
S TL E NG WMR
272250IftN APOPKA 9LVD: ':
P " 70 :::.:..::
BUILD THC TRUSS CS IM CO "FORMA NCE YIIH T 1: OR FABRICATING. NANOLING. SHIPPI N6. INSTALL LNG AND'"""
BRACING OF TRUSS[S. 1N15 DESIGN CONFORMS YITH A PL ICAB PROY15 ONS OF MD NATI HA OCSIGRLEI5oL STATE; OF C 0.0 PSFBLLAPOPIu; 32703...:......
SPECIFICATION PUBLISHED BY THE AHEq ICAM FOREST AND PAPER ASSOCIATION) AND TPI ALPINE 1::_:•••Q,;f
FAIL .407.2999153;;.......;;
CONNECTORS ARE MADE DF 2UCGA AST" AIll GRAD GALY. STEEL. LICE 1 Ai NDTIO. A EY EONHICTORS To
EACH FACE OF TRUSS. AND UNITSS OiHERY1SC LOCATED ON THIS DCSIGM, POSITION CONNECTORS PER
0R1•• :' TOT. LD. 37.0 PSF SEON- 38588
DUR.FAC. 1.25 FROM SLCDRAWINGSIGOA•Z. THE SEAL ON IHISVORAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING NAB. " ' PROFESSIONAL: ENGINEERING-;;;;; RCSPOIIS IBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS r
E.ER71Fl(/17EOFAUIHORVATONt79218 COMPONENT ANY CLAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER
SPACING 24.0" JREF- 1S4G352_Z04ANSI/IPI1-1995SECTION2
TOP CHORD 2x4 SP 2 ' 120 MPH WIND, 12.90 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
BOT CHORD 2x4 SP 2 WiTHIN 6.50 FT FROM ROOF EDGE, CAT Ii, EXP B, WIND TCDL=5.0 PSF, WIND
WEBS 2x4 SP 3 BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
5X6= 2X4111 5X6=
9-4-0
n, JAlf— In Jn1L— - ,...
3X6 (A1) _ 3X6 (A1) _
1 1-
I 14-2-8 I 11-7-0 I 14-2-8 _I
RE 40-0-0 Over 2 Supports
R=1557 U=481 W=8" R=1557 U=481 W=8"
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R Scale 1875" Ft.
i
TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING ANDWARNING--
BRACING. REFER i0 H18-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 563 D'ONOFRIO DR . SUITE 200. MADISON• Ni 53719). FOR SAFETY PRACTICES PRIOR i0
PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED. TOP CHORD SNAIL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT—FURNISM A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR ALPINE ENGINEERED
PRODUCTS, INC. SHALL NOT BC RESPONSIBLE FOR ANY DEVIATION FAOM THIS DESIGN; ANY FAILURE TO
R,
t IF1
r . .
G %'.
1 1
TC LL
T C D L
BC DL
20.0
7.0
10.0
PSF
P S F
PSF
REF R352--20679
DATE O 7 / 1 4 0 3
SMYTH LUMBER CO.:.
R00F:TRUSSDMSION.:::: DRW SLTUSR352
SL T E NG WMR2722SOLJCFEAPO_ PKA BLVO..:
APOrKA,FL':327O3.::... :
a =...
FA7C aO7-29B9153, ;:::, ::
BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND
BRACING OF i0.USSCi THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE
CONNECTORS ARE MADE OF 20 GA ASTM A653 GRAD 6ALY. STEEL. EICCPf A$ ROTEO. APPLY CONNCC TORS i0
EACH FACE OF IN SS. AND UIILC SS OTHERWI SC LOCATED ON THIS DESIGN. POSITION CONNECTORS PER
1• l TSTATE '
1.
0R,O 'A
BC LL 0.0
D
PSFS
PSF SEON- 20226
U R. F A C. 1.25 FROM S L rPROFESSIONAL: ENGINEERING ; ;,;ODRAWINGS160A-Z. THE $CAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGNpLE
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
SPACING 24.D" JREF- 1S4G352_Z04CERTTFICJITE0FAU1HORZA710PIN927BCOMPONEANSIJTPNTIFORANYICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGI7(R, PERSECTIOPART Jul::14 '03 •
tL6413/I3 KCS) I — . u.0 "crnncu i. it , n %—.1 . —. „ 1 „— — ......
TOP CHORD 2x4 SP 2 120 MPH WIND, 12.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
BOT CHORD 2x4 SP 2 WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND
WEBS 2x4 SP 3 BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
3X6 (A1)
5X6= 2X4III 5X6=
5X60 5X6
6 r —1 6
9-4-0
9 1 A III E:vr= 1XR= qyr 7X4 III
3X6 (Al)
11-0 ty
I 13-0-0 I 14-0-0 I 13-0-0 I
0-0 Over 2 Supports
R=1557 U=482 W=8" R=1557 U=482 W=8"
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:s.l FL 1 R Scale 1875" Ft.
j .....::::: WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND
BRACING REFER TO HIB'91 (HANDLING INSTALLING AMD BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 20.0 P S F R E F R 3 5 2-- 2 0 6 8 0
M N v 1 F R A TY PRACTICES PR TOR 10INSTITUTE583D'OXOFRIO DR.. SU RE 200. AOISO I 53 19 0 EF
P CRFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOR CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOT10M CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
t F_•.E T C D L 7.0 P S F DATE 0 7 / 1 4 / 0 3
SMYTH CLIMBER CO.
DRW SLTUSR352ROOFTRUSSDIVESION;::.
2722 SOUTH APOPKA BLVD......
AP,OPKA, FL32703 . :. 407-
299-1622'::',::. FAX
407-2999153 PROFESSIONAL
ENGINEERING.:_: IMPORTANT—
FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED.NO.4Q]04.•:::: N
P N F R ANY V AT N FROM THIS DESIGN' ANY FAILURE TO PRODUCTS. INC. SNAIL OT DE R[S 0 SIBLE O DC I 10 BUILD
THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING
OF TRUSSES. THIS DESIGN CONFORMS WITH A PLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION
PUBLISHED ByTHC ANER ICAN FOREST AIID PAPER ASSOCIATION( AND T I-ALPINE CONNECTORS
ARE MADE OF 20GA ASTM AG53 GRAD GAL V. STEEL. EXCEPT AS NOTED. A PLY CONNECTORS TO I V
AT THIS POSITION NNE TORS PER EACH FACEOFTRUSS. AND UNLESS OTHERWISE LOCATED ON IS DESIGN.CORRECTORS DRAWINGS IGO
A-Z. THE SEAL OR iHIS OR AV ING IIID ICAlES ACCEPTANCE OF PROF ESSIOMAL ENGINEER IRG RESPONSIBILITY SOLELY
FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 5. .::.: jam,.
1 Q STATE'
OF @ yJ•ti. j[• :: Al VV •
yO_1.r O PoNAE
BC BC
TOT.
LD.
DL L
10.
0
37.0
PSF PSF
SEON-
38585 OUR.FAC.
1.25 FROM SLC SPACING 24.
0" JREF 1S4G352_Z04 CERTIFICATE OFAUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONS•IBILITY OF THE BUILDING DESIGNER. PER ANSI/iPI
1-1995 SECTION 2. DUI :.1
4. .!. .. '
TOP CHORD 2x4 SP 2 120 MPH WIND, 12.40 FT MEAN HGT, ASCE 7-98.. CLOSED BLDG, NOT LOCATED
BOT CHORD 2x4 SP 2 WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
5X6=— 2X48 5X6
JAI "_ ... =^^_ ^'.-
JX6(Al) ^ JX6(Al) =—
0 -0
40O O Over 2 Support K~
1557 o~*oJ w~o^ K~1557 o~483 o~0^ WARNING**
TRUSSES REOUIRL EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND PERFO
RM" G THESE FUNCTIONS. UNLE SS OTHERWISE INDICATED. TOP CHOR 0 SHALL HAVE PROPERLY ATTACHED IMPORTAN
FUR:l0SHOA ICOPY OF HI D GR TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS.
INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO i!:
Nd; TC
DL 7.0 PSF USS' '
VISION:: DATE
07/14/03 2722
SO&tii AiCiPKA I3LV[);'::.::.::: BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND CONNECTORS
ARE MADE OF 20GA ASTM A653 GA40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH
FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THE S DESIGN. P OSIT [on CONN ECTORS PER 0
n TOT . L D 37.0 PSF SEON 20219 DUR .
FAC. 1.25 FROM SLC eROFESSIONAL.ENGINEERINC;::::: RESPO IBILI SOLEL THE TRUSS COMPONENT DESIGN SH THE lU:TA8ELITYSATlD USEPEF THIS TVYFOROW'-
L441JID - KlU
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
3X6 (Al)
5X6= 5X6=
120 MPH WIND, 12.10 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.
2. 5X4 = 5X6=
2.5X4 0 2.5X4
9-4-0
2X41II X = 5X6= SXB= 2X4III
3X6(A1)
1-- -0 1h
L 11-0-0 I 18-0-0 I 11-0-0 1
40-0-0 Over 2 Supports '
I
R=1557 U=485 W=8' R=1557 U=485 W=8'
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OT.Y:1 FL 1 R Scale 1875" Ft.
WARNING-' TRUSSES REOUIRE ECTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
BRACING. REFER 10 H1B•91 (HANDLIRG INSTALLING AIIO BRACING), PUBLISHED BY TPI (TRUSS PLATE
CPRACTICES PRIOR IOINIUI[. SBJ D'ONOFIIIO DR., SUIT[ 200. MAGI SO N. YI SJ719). FOR SAFETY PRA TI
PERFORMING THESE FUNCTIONS. UNLESS OIXERYISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED
PAN II M N R HA HAVE A PROP R Y ATTACH D RIGID CC ILIN6. slRucrueu ELS. BO o coos u E E L E
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 YIiN Tri: OR FABRICATING. HANDIING, SNI ING, INS TALI ING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF Nos (NATIONAL DESIGN
SPECIFICATIONION PUBLISHED BY THE AXER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A653 6R40 6ALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER
f4""""""'
is
F!:: STATE.OF.:
A' . ` P' '.` A OR O1'••A{
T
TC OL
BC DL
B C L L
TOT.LD.
0.0
7.0
1D.D
0.0
37.0
PSF
PSF
PSF
P $ F
PSF
REF R 3 5 2 - 2 0 6 8 2
DATE 07/14/03diii:: •" ••.•••""'•"•-' "'....::::
SMYTH•LUMBER'CO:
ROOF:TRUSSDIVISION
2722SOUT.... ABLVD.::::::
naoeMA FL '32703
ao=a sl6zz'
Fii7t :407.2899198„•':...;:::
DRW SLTUSR352
S L T - E N G / WM R
SEON- 38582
DUR.FAC. 1.25 FROM LCPROFESSIONAL: ENGINEERING,:;;;
DRAWINGS 160 A-2. THE SLAL ON THIYGRAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RC SrONSIBII IIY SOLILY FOR THE TRUSS COM ONCNf DCSI6N SNOYN, fMC SUIfAB II IiY AND USC OF THIS P1VE
SPACING 24.0" JREF- 1S4G352—ZO4GEFMFIGATEoFAun-IoRZLTON #9210 COMPONENT FOR ANY PARTICULAR BUILDING IS TMC RESPONSIBILITY OF '
THEE
BUILDIRG DES IGNCR, PER
ANSE/I I I-1995 SECTION 2.
JuI::L•4::". ••..••.` :':":":"'
ZZZ1J1b K11-1F'LT) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 # 2 Complete Trusses'Required "
BOT CHORD 2x4 SP #2 :B1 2x6 SP #2:
WEBS 2x4 SP #3 NAILING SCHEDULE: (0.131x3.0_g_nails)
TOP CHORD: I ROW @ 12" o.c. `
SPECIAL LOADS BOT CHORD: 1 ROW @ 12" o.c.
LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) WEBS : 1 ROW @ 4" o.c.
TIC From 54 PLF at 1.33 to 54 PLF at 41.33 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS
BC From 4 PLF at 1.33 to 4 PLF at 0.00 IN EACH ROW TO AVOID SPLITTING.
BC From 20 PLF at 0.00 to 20 PLF at 40.00
BC From 4 PLF at 40.00 to 4 PLF at 41.33 LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED***
BC 2508 LB Conc. Load at 11.60
120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
5X6= 2X41I1 2.5X4 5X6= 5X6=
2X4 III
2.5X4 =
4X6(A1) 3X6(A1)
1-4-0 1-4-0
h h
L 10-1-0 _I_ 19-10-0 I 10-1-0 1
iE40-0-0 Over 2 Supports R=
3346 U=1630 W=8" R=2277 U=938 W=8" PLT
TYP. Wave TPI 95 R Design Cri t: TPI STD FLBC 6.10 OT:Y:1 1 R Scale 1875" Ft. WARNING-
TRUSSESIRIHANDLIN6 INSiA IiL ING BA ND BR ACIH6I HANDLING.
SHED
SHIPPING.
N
IB REQUIRE
IPI
INSTALLING
LATE
INSTITUTE
SB D'OH FR R T MA J0IO0 .. SUI E 200. DISON, YI SJ 119), FOR SAFELY PRACTICES PRIOR i0 PERFORMING
THESE FUNCIIORS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAY[ PROPERLY ATTACHED STRUCTURAL
PANELS. BOTTOM CHORD SHALL MAY[ A PROPERLY ATTACHED RIGID CEILING. IMPORTANT-
FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEENCD SSA
NOT R P N FOR A BECS0SIBLCMY DEYII FROM THIS DESIGN; ANY FAILURE TO IFI ••'•••
ii ` ;20.•t GG11-- •
I11o:
4Y .... ;:' FL
TC
T
C BC
LL
D
L DL
20.
0 7.
0 10.
0 PSF
P
S F PSF
REF
R352--20683 C
SMYTH.LIJMBER CO:;;. ROOFTRUSSDI1%
tSiON..::::;:PRODUCTS."t
LL
DATE
Q 7 1 4 0 3 DRW
SLTUSR352 2722SOUhEAPOPMA6LVO::
A?
OPKAi FL': 32703::::::. UIIII[.
BUILDfNCTRUSSESIN CONFORMANCE WITH T I; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND G. BR
AC ING OF TRUSS[ S. THIS DESIGN CONFORMS WIESTTH APPLICABLE ROYISIONS OF NOS (NATIONAL DESIGN F. BC LL 0.0 PSF SLT-ENG WMR FAIc;
SHE
CONNECTORS
AREON MUBLADEOF
AGA
I ASTMMA65JAGER IC NR AOR GALYANSTEEL 0 PA
ERE ICEPfAS 0 1ASIMOIED
D TAPPL YACONNEC TORS TO EACH FACE OF
TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 5((TATE.O
r,O Alt '"
s/ONA DUR
FAC . 1.25 FROM SLC- OF,FSS • L •••• •• PFiOFESSIONAI.. . ....ING,'';;
DRAWINGS
160 A-
Z. THE SEAL ON THIS DRAWING INDICATES ACC[/TANG[ OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR
THC TRUSS COMPONENT OC SIGN SHOWN. THE $UITAB ILITY AND USE OF THIS CERTIFICATE OF AUTHOREEATION #
9218 COMPO MCNT FOR ANY ARTICULAR BUILDING IS THC RES ON S.IT OF THC BUILDING DESIGNER. PER ANSIrTP1 1-1995
SECTION Z. Jul 14" 03
SPACING SEE ABOVEI JREF 1S4G352_ZO4
144I3V0 - K14
TOP CHORD 2x4 SP #2 :T2, T3 2x4 SP #1 Dense:
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED
ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
I n17 VNU r"LrH"LV r"Vrl LVI V,Ln II —I LLVn— i, „ -, ,,. ......
120 MPH WIND, 11.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
5X8= 5X6= 2.5X4 = 5X8=
2X4,$ T2 T3 2X40
6 r— A) 6
J
3X6(A1) _
5X6= 3X8= 5 X 6 =_ 5 X 6 =_
3X6(A1)
h 1-4-0
L 9-0-0 I 22-0-0 I_ 9-0-0 _1
Le 40-0-0 Over 2 Support
R=1557 U=487 W=8" R=1557 U=487 W=8"
9-4-0
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY,:'1 FL 1 R Scale=.1875" Ft.
WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
BRACIxG. REFER TD HIB-91 (HAtIDL ING INSTALLING NO BRACING). PUBLISHED BY TPI (rRUSS PLATE
cc" ••
i r T C LL 20.0 PSF REF R352- -20684
N N F T NA N NI 6 TI FOR SAF(TY PR ACIICCS PRIOR TOISTIiUTE. 6B0 0 0 0 R10 DR.. SUI C 200. DISO ) 91.
PERFORMING THESE FUNCTIONS. UNLESS 01 H[lot SI IRDICATCD. TOP CHORD SHALL HAYE PRO ERLY ATTACHED
1 i RA PANELS. BOTTOM CHORD NA HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT..
RUc u L Els.
NI
o c o SHALL E
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
TIFI••••• 4,;F
N:447 4" 0 ....
1*4
TC
BC
DL
DL
7.0
10.0
PSF
PS F
DATE 07/14/03
LUMBER:CO :
bikROOFTRUSS:DIVISION:::::::: RV! r RDslUS 352
SLT ENG /VJMR2722SOVTtFAPOPKABLVO.::::::
A.
6
KA.
APor.ICA. FL .,3z7o9::::i::::::
407-299.1522 -".::::::: '
407-29&9,j S3.......;;
BUILD THE TRUSSES IN CONFORMANCE WITH TPI. OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY THE AREA ICAM FOREST AND PAPER ASSOCIATION) AI10 TPI. ALPINE
A V PT A N T AP YCONNECTORSTCONNECTORSAREMADEOF20GAASTA653GRADGLS1CCL. EICC S 0 CD. L 0
EACH FACE OF TRUSS. AND UNLESS OTHCRWI SE LOCATED ON THIS DESIGN• POSITION CONNECTORS PER
j...'
STATE:.OF. r
S".':::: P. O.R,•••••
BC
TOT
LL
L D.
0.0
3 7.0
PSF
PSF S E 0 N 37754
OUR FAC . 1.25 FROM SLCPROFF.SSIONAL'ENGINEEHING-;;-;,
DRAWINGS 160 A- . THE St AI OR THIS?DRAWIM INOICAI[S ACCEPTANCE OF PROFESSIONAL ENGINCCRItIG
RESPONSIBILITY SOLELY FOR IME TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
SPACING 24 0" JREF 1S4G352_Z04CETTTCFIGTEOFAUTHoTTOATON1T921ETCOMPONENTFORANYPARTICULARBUILDINGISTHCRESPONSIBILITYOFTHEBUILDINGDESIGNER. PER
ANSI/TPI 1-1995 SCCI1011 2.
Jul la •• . . . "
tL441J1b - K13)
TOP CHORD 2x4 SP #2
BOT CHORD 2x6 SP #2
WEBS 2x4 SP #3
IKIb UXU PHtYAKtU FKUM LUMNUItH INPUI (LUAU. 6 UIMt NJ1UNJ) JUDMIIItU 8T IKUJZ. MrK.
T2, T3 2x6 SP #1 Dense: 120 MPH WIND, 15.00 FT MEAN HGT. ASCE 7-98, CLOSED BLDG, LOCATED
B2 2x6 SP SS: ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
W3, W9 2x4 SP #2:
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD
5X4 (A4)
1OX10 (R) % 3X4=
1 HIP SUPPORTS 7-0-0-JACKS WITH NO WEBS.
CALCULATED VERTICAL DEFLECTION IS 0.55" DUE TO LIVE LOAD AND 0.46" DUE
TO DEAD LOAD AT X = 20-0-0.
7X6= 3X4E-, 1OX10(R) A/
PPIN 1
MT1
2.5X4 = HS612 B2
3X8= HS612 = 2.5X4
5X4 (A4) _ 5X4 (A4)
A4) =-
1-4-0 1-4.0
h
1, 7-0-0 _I_ 26-0-0 ,I_ 7-0-0 J
40-0-0 Over 2 Supports
R=3091 U=902 W=8" R=3091 U=902 W=8"
PLT TYP. High Strength,
Wave TPI 95 R Design
9-4-0
Crit: TPI STD FLBC 6.10 0'T:Y::•1 FL 1 R Scale 1875" Ft.
HARM( NG•• TRUSSES REOUIRC EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
BRACIN6.RCFER TOHIB•91 (HANDLING INSTALLING AMDBRACIRG).UBI(SHEDexrrt(rqussrLaETC
R.TNA MV1FRAFATDSUIC200,OISO1S719).0 SEY PRCICCSRIOR 10"'""""""'.
rERFORNING TXESC FUNCTIONS. UNLCSS OTHERYISC INDICAiCD. TO CHORD SHALL HAVE ROrCRIY ATTACHCD IwSMYTH:LUMBERCOSTRUCTURALPANELS. BOTTOM CHORD SNALI NAYC A rgOPERLY ATTACHCD RIGID CEILING.•:-
A CO Y OF THISDCSIGN10THCIHSTALLAfIOnCONTRACTOR. AL INE ENCIxEEREO
RODUCTS. INC. SHALL NOT BE RESPONSIBLC FOq ANY DEYIAf TOR FROM THIS DCSIGN; ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMANCE WITH T I: OR FABRICATING. HANOLIN6, SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS DCSIGN CONFORMS YIIH APILICABIC rROYISI0N5 OF NOS (NATIONAL DESIGN
SrCC IF (CATION PUBLISHED BY INE AMCR (CAN FORCST AMD MPG ASSOCIATION) AND iri. AV INE
CONNECTORS ARE MADE OF TOGA 45TN A657 GRAD GAIY. STEEL. EXCEPT AS NOTED. APPLY CONNECT OgS 10
EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DCSIGN, POSITION CONNECTORS PER
A 42704
8TATE.OF" •
A•
P
i' .:". A S",ORIO •' ::,, PY
BC
BC
TOT.
LL
DL
LL
LD.
20.0
10.0
0.0
37.0
PSF
PSF
PSF
PSF
REF R352--20685
INSi1TUTCSB7O'ONFRIO
ROOF:TRIISS.D(VISION'.•
NPORIANi•FRNISH
2722SO117HMOPKALjLVO :::
MOPKA.FL 32703
FAIC:„407-299.9,193:;::; :;='
D52 14
DRWESLTUS
SLT-ENG WMR
SEON- 37737
DUR FAC . 1.25 FROM SLCPROFESSIONAI:_ENGINEERING;::::
DRAWINGS 160 A-2. THESEAL DRHIS OR AVING INDICAICS ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY
FOR 1M[ 10.U53 COMrONENT DCSIGN SHORN. THE SUITABILITY AND USE OF THIS 1` CERTIF7CA7E
OF
AUTiIORVATON tt9218 COMPONENT FOR ANY PARTICULAR BUILDING 13 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TIT
1-1995 sfcnoN z. SPACING SEE ABOVE JREF- 1S4G352_Z04
4441jin - K14 inlZo UNU rKtrnKtU rKUn 6VnrUitK IKrUI LwnUa n U U9tnaIUn3) JUDnI I ICU DT InUaa nrn.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SIT #2
WEBS 2x4 SIT #3
SPECIAL LOADS
LUMBER OUR.FAC.=1.25 PLATE OUR.FAC.=1.25)
TC From 54 PLF at -1.33 to 54 PLF at 11.54
BC From 4 PLF at -1.33 to 4 PLF at 0.00
BC From 20 PLF at 0.00 to 20 PLF at 11.54
TC 400 LB Conc. Load at 10.67
5X4Ea
LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED***
120 MPH WIND, 10.85 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
i
0-6-19-4-0
1=
ZX4 (A1)
L<1-4.Oy
L_ 6-0-0 _I_ 5-6-8 1
le 11-6-8 Over 2 Supports
R=548 U=290 W=8' R=784 U=386
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 O:TY::4 FL 1 R Scale 375" Ft.
0° """ t0'•' °-
YARNING•' TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY IF] (TRUST PLATE
INSTITUTE. $63 D'QNOFRIO DR., SUITE 200, MADISON, YI 537191. FOR SAFETY PRACTICIS PRIOR TO
fERF ORMI NG IHCTE FURCTIONS. UNLESS OTHERWISE IRD ICAICD. TOP CHORD SHALL HAVE ROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHAH HAVE A ROPERIY AT iACHCD RIGID CEILING.
IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
rlloOUCts. INC. SHALL NOT BC RCS ONSIBLC FOR ANY DCYIATION FROM THIS DESIGN; ANY FAIIURC TO
q,_
i YIFI ••:/ G P
J ":::':: '•;
I
l:::N0:42704'::;::::.
11
TC
TC
BC
LL
DL
DL
20.0
7.0
1D.D
PSF
PSF
PSF
REF R352- -20686
SMYTH:LUMBER CO. ;.
RooF:TRl15S DIVISION ::::
DATE 07/14/03
DR4J SLTUSR352
SLT-ENG WMR
272250ViTl APOPKA BLVDi::::::
APOP.KA: FIL•: 32703:: :::::::':
07-299.1522;;;; ;;;:
FA7L:;407-2999153.,:,.::" PROFESSIONM; ENGINEERING-;; •' BUILD
THC TRUSSES
IN CONFORMANCE WITH I 1: OR FABR ICAi IRG. HANDLING, SHIPPING• INSI ALLING AYO BRACING OF TRUSSES.
THIS DESIGY CONFORMS YI1H APPLICABLE PROVISIONS OF NOS (MAT TONAL DESIGN SPECIFICATION /UBLISHEO BY
THC AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADI
OF 20GA ASTM A653 GRAD GALY. STEEL, ETC[ AS NOTED A PLY CONNECTORS TO EACH FACE OF
TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER•'•`"•c DRAWINGS 160 A -
I. THE SIAL ON THIS•DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING pCSPONSIBILITY SOLELY FOR
IHE TRUSS COMPONENT DESIGN THOYR. THEE TUI IABILITY AND USE OF THIS f •••; STATE•OF':;
cc:
Q•% A.•• ::::: a`
BCTOT.
LL
LD.
D.
D
37.
0 PSF
PSF SEON-
21331
DUR. FAC. 1.
25 FROM SLT. SPACING SEE ABOVE
JREF- 1S4G352_Z04 CERTIFICATE OFAUTHORRA'noN
u9218 COMPONENT FOR ANY PARTICULAR BUILDIIIG IS THC RESPONSIBILITY OF THC BUIL0I INDESIGNER, PER ANSI7TPI 1-1995
SECTION 2. I Jut••t4
03..........................
kLLLIJYD - K17)
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WiND-
BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
5X4= 4X6=
L<1-4.O>J
I nla UMU rMlrnn[u rMun LvnruiLn inrui LL.UnUa a UI nEln alvn a) avorniiLu — in— — n.
LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER***
SPECIAL LOADS
LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25)
t
TC From 54 PLF at -1.33 to 54 PLF at 11.54
BC From 4 PLF at -1.33 to 4 PLF at 0.00
BC From 20 PLF at 0.00 to 20.PLF at 11.54
TC 321 LB Conc. Load at 5.00, 7.00
BC 148 LB Conc. Load at 5.00, 7.00
i
0-6-19-4-0
T
1— 5-0-0 _1_ 2-0-0 _1_ 4-6-8 _I
11-6-8 Over 2 Supports
R=978 U=596 W=8" R=892 U=529 W=2.5" -
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY.::1 FL 1 R Scale 375" Ft.
TRUSSESREOUIRC EXTREME CARE IN FABRICATION. HANDLING. SHIPPING.INSTALLING AND
BR ACIIIGNG•REFER TO HIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY I% (TRUSS PLATE
INSTIIU IE, SB7 D'ONOFRIO DR.. SUiiE 200, NAD ISON, WI 57119). FOR TAF CIY PR ACIICCS PR ION f0
PERFORMING THC SC FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SNALL HAVE ROPER LY AT TAC XEO
PAN BOTTOM N HA HAVE A PROPERLY AiTA M NSTRUCTURALEls. BO 0 C ORD SSHALL EATTACHED RIGID CEILING. No427IMPORTANT'• FURBISH 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 fAUSSE3 IN CONFORHAIICE KITH TPI; OR FABRICATING, HANDLING. SHIPPING. IISTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONF OR NS WIfH APPLICABII PAOIISIONS OF NOS (NATIONAL DE 516N
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND T I. ALPINE5:
CONNECTORS ARE MADE OF zOGA ASTM A657 GNAO GALY. STEEL. EXCEPT As NOTED. APPLY CONNECTORS TO
EACH FA OF TRUSS AHD UN [SS OT HERWISC LOC AI ON THIS DESI6N OSITIa COHNEC IONS PERCCLCD
ra
t IFI •'• /
C'
1 ..
4.
fSTATE .OF
l :; f
O R,•'' .:
nY
T C
TC
BC
BC
TOT.LD.
L L
D L
DL
LL
20.0
7.0
1D.
D
37.0
D
D
P S F
P S F
PSF
PC'FJ
PSF
R E F R 3 5 2-- 2 0 6 8 7
SMYTH LUMBER, COS
ROOFTRUSSDIVISION::::::
272250Im1APOPKABL.vD:::::::
FL•32703''
ao7-2931622 ..
4C)7-2999153 :::::::: DATE 0 7
1 4 0 3 DRIJ SLTUSR352 S
T NG
WMR L E SEON- 38523 DUB
FAC . 1.
25 FROM LC PROFESSIONAL ENGINEERING: ;; DRAWINGS160A-
1 THE SEAL ON THIS DRAWING INO ICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR
THC TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 24.0"
JREF- 1S4G352_Z04 CERTIFI6ATE6FAUTHOREEAT1ON4ft9218 COMPONENT FOR
ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI,TPI 1.
1995 SECTION 2. Jut is o3
t L6C1JY0 - KID)
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
T
2-4-7
1
I T11J UMU rMILrAMCU rHUrl UVnUICH IOrU1 LLUMUJ 0 UIPICIYJIUI•J) JUOn141CU 01 1-J 11- 120
MPH WIND, 15.18 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN
4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=
5.0 PSF. 5X4=
6f— —
16 2.
5X4 0 2.5X4 0 T
2-
I4-
7
13-
0 0 2X4
01 2X4
III 2.
5X4 = 2.
5X4 0
10-9 0 ' - 12 1-4-0 e - 1.4.0 1-
4-7-8 _L 4-7-8 _I 9-
3-0 Over 2 Supports R=
423 U=274 W=1.5' R=423 U=271 W=4' PLT
TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 O.T'Y:4 FL 1 R Scale 375" Ft. WARNING—
TRUSSES REOU E EXTREME CARE N FABRICATION HANDLING. SHIPPING. INSTALLING AND IRINBRACING.
REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INST1TU
I[. S83 D'ONOFRIO DR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR 10 PERFORMING
THESE FUNCTIONS. UNLESS LL14
15A IROICATED. TOP CHORD SHAH HAVE ROPCRLV ATTACHED STRUCTURAL
ANELS BOTTOM CHORD SHAH HAVE A PITOPCRIY Ai TACHCD RIGID CEILING. IMPOR
TANI •• 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. SNIPPING. INSTALLING AND BRACING
OF TRUSSES. THIS DESIGN CONFORMS•WITH APPLICABLE PROVISIONS OF NDS (RATIORAL DESIGN API ;
R.Qj• G
T . //R I :
j
STATE'.
OF..'•r .' : TC
T
C BC
BC
LL
D
L DL
L
L 20.
0 7.
0 10.
0 0.
0 PSF
PSF
PSF
PSF
REF
R352 20688 S
MYTH LUMBER CO.:: Roo0TRLiSS.
T%qs...... 2722,
50vnEAPOPKABLVD::::::: DATE
0 7 / 1 4 0 3 DRW
SITUSR352 S
L T - E N G / W M R 407-
2931622';:. SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS
ARE MADE OF 20GA ASIN A653 GRA0 GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS To EACH
FACE OF TRUSS. AND UNLESS OTMERWI SC LOCATED 011 THIS OCSIGR, POSITION CONNECTORS PER A• :.:
7Ay.4`O Rt P`'/ PPP___ .. .
eYlf .':: TOT.
LD. 37.0 PSF SEON- 20158 OUR.
PAC. 1.25 FROM SLC PROFESSONAI: ENGINEERING;::: DRAWINGS
160 A-2 THE SEAL ON TH IS. DRAY inIND ICAI ES ACCEPTANCE OF ROPE SSIOH L ENGINEERING RESPONSIBILITY
SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS:::•::: RR{
ll/ ;: SPACING
24.0 JREF- 1S4G352_Z04 CERTIFIC:
krE OFAUTHCIRVAT0NN921B COMPONENT FOR ANY PARTICULAR BUILDING I$ THE RESPONSIBILITY OF THE BUILDING DESIGNER. PCR ANSI/
TPI 1-1995 SECTION 2. JU1
14 '03" """ ""'
Q22137B - R17) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 9 DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP 2 120 MPH WIND, 15.02 FT MEAN HGT: ASCE 7-98, CLOSED BLDG, NOT LOCATED
BOT CHORD 2x4 SP 2 WITHIN 4.50 FT FROM ROOF EDGE, CAT [I, EXP B. WIND TCDL=5.0 PSF, WIND
WEBS 2x4 SP 3 BCDL=5.0 PSF.
T
2-4-7
1
5X4 =_ 5X4 =_
6 f— 6
2. 5X4 0 2. 5X4 0
T
2-4-7
2X4 111
0
2X4 111 2.5X4
2.5X4 =_
2. 5X4 E,
L<1 -4 -0>' - 12 -0 0;--' - 12 1 - 4 - 0 >J
1— 3-11-8 —1-1 -4 -0_1_ 3-11-8
Le —9-3-0 Over 2 Supports
R=422 U=274 W=1.5" R=422 U=272 W=4"
PLT TYP. Wave TPI 95 R Design CriL: TPI(STD )/FLBC 6.10 O.TY::'1 FL/-/l/-/-/R/- Scale 375"/Ft.
TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND
91IRA11TIG.,.REFER TO HARDL;RG IONSTALLOINGOANDWBRAC513NG). PUBLISHED PIPAiCTICETRUSS PLATE
ST LIT so 11 RIO DI . U 0. MA ISON, 1 119 0 SAFELY A PRIOR TO INSTITUTE.3 D SUITE 2 1 1 S PERFORMING
THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHE. STRUCTURAL
PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT-
FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ERGINEIRED PRODUCTS.
INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE To C4 -
NO.
4'M4': TC
BC
LL
DL
DL
20.
0 7.
0 10.
0 PSF
PSF
PSF
REF
R352--20689 7
m
LUMBER CO:':: ObO
TRugs DM 0 . .. :. lN DATE
07/14/03 DRW
SLTUSR352 SLT-
E N G WMR 2722.SOUT14 ALPOPKA BLVD. APOPKA
FL 32703. 407-
299_1. P 2. BUILD
THE TRUSSES IN CONFORMANCE WITH ICI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING
OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROYISIONS OF NITS (NATIONAL DESIGN SPECIFICATION
PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS
ARE MADE OF 20GA ASIM A653 GN40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO CEACH
FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CORRECTORS PER 0
nvo BC
TOT
LL
AD.
0.
0 37.
0 PSF
PSF
SEON - 20188 DUR
JAC. 1.25 FROM SLC i*6 NAL ENG ERlr4C;:' T.E ... DRAWINGS
160 A-1 THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY
SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS VPYNALE
SPACING
NG24.0 JREF- lS4G352 Z04 CEFITIFICATEOFAUTHORMATION#
9218 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/
TPI 1-1995 SECTION 2. I
1`
14:' 03"' - ' '
LCL13/Ef - KI?J) Inn URU VKtrAKtU rKun LUrlrUi tK 111rUl LLUAUa a UInC113IV"Z) au DIIII ICU DI I VaO 11-
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B. WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
4 H6
6 F ___
2 X 4 III
2X4 (A1)
LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER***
SPECIAL LOADS
LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25)
TC From 54 PLF at 1.33 to 54 PLF at 10.67
BC From 4 PLF at 1.33 to 4 PLF at 0.00
BC From 20 PLF at 0.00 to 20 PLF at 9.33
BC From 4 PLF at 9.33 to 4 PLF at 10.67
TC 8 LB Conc. Load at 3.09, 4.67, 6.24
BC 10 LB Conc. Load at 3.09, 4.67, 6.24
Lc1.4•o o o 0-10 1-4.0>J
1— 2-0-0 _1_ 5-4-0 _1_ 2-0-0 _I
9-4-0 Over 2 Supports
R=450 U=292 W=1.5' R=450 U=292 W=1.5'
14-0-0
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 O.T.Y:1 FL 1 R Scale 375" Ft.
rrr WARNING- NING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
BRACING. REFER To Hle'91 (HAMOIING INSTALLING AND BRACING), CURL ISHCO BY rPI (TRUSS SATE••
N FR R i ' MA N 111 7 F R AF TY IRA TI CS PRIOR TONTT...5, I S ITU [. SBJ D 0 0 10 0 .. IUI C 200. DISO 1 J 19). O S E C C
PERFORMING IHESE FUNCTI011S. UNLISS OTHERWISE INDICATED. TOP CHORD SHALT NAYC ROPCIILY ATTACHED pZIFI"l
STRUCTURAL PANELS. BOTTOM CHORD SXALI NAYC A PROP CR LY AT TACH EO RIGID CEILING.
IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIRE 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. SCAT IN6. HANDLING. SHIPPING. INSTALLING AND
Bq ACING OF TRUSSES. THIS DESIGN CONFORMS YITN AP L ICABIE PROVISIONS OF XDS (11ATIONAL DESIGN
SPECIFICATION PUBIISHCD BY THE AMCq SCAN fOgCST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MApC OF 20GA ASTM A65J GRAD GAIT. STEEL. EEEE i AS NOIED. APPLY CONNECTORS TO
DESIGN. EACH FACE OF TRUSS, AND UNLESS OTHCRYISI LOCATED ON TH13 DC516N, POSITION CONNECTORS PIR
j '
t`„Y P'
ND:447O4'.:' °::`.: •' t
STATE:.
POR,O•
TC
TC
BC
BC
TOT
LL
DL
DL
LL
AD.
20.0
7
1D.D
D.
37.0
0
D
PSF
PSF
PSF
PSF
PSF
REF R352--20690
SMYTH. LuM BER Co:;:, RooF:
TRiTSsDlvCsioN`:: 2722SOIftT1
APOPKA BLVO:: AP.
OPKA: FL" 407-
299.1622;:::: ::: FA7C,;,
407-29"j.53::::::: DATE
07/ 1 DRW
SLTUSR352 SLT-
ENG /WMR r
SEON-
13792 DUR.
FAC. 1.25 FROM SLC PROFESSIONAL:ENGINEERING DRAWINGS
160 A-Z. THE SEAL ON I I S`OR AWING INDICAICS PTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY
SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THII SPACING
24.0" JREF- 1S4G352_ZO4 CERTIFICATE
OF AUTNOREIATION409218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/
IPI 1-1995 SECTION 2. -
Z22137B - R19) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
SPECIAL LOADS
LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25)
TIC From 54 PLF at 0.00 to 54 PLF at 22.25
BC From 20 PLF at 0.00 to 20 PLF at 20.92
BC From 4 PLF at 20.92 to 4 PLF at 22.25
TC 400 LB Conc. Load at 0.58
3X4(
5X4=
LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED***
120 MPH WIND, 12.02 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B. WIND TCDL=5.0 PSF, WIND `
BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
LF,A1 —
L1.4- j
IL 10-3-0 _I_ 10-8-0 _I
CE 20-11-0 Over 2 Supports
R=1155 U=437 W=3" R=870 U=329 W=8'
9-4-0
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OT:Y:4 FL 1 R - Scale=.3125" Ft.
FABRICATION. HANDLING. SHIPPING. INSTALLING AND .. WARN ING" TRUSSES REOU IRE EXTREME [ARC IN FAB
BLISHCD BY TPI (TRUSS PLATE TC LL 20 0 PSF REF R352 20691BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING). PU
INSTITUTE. 583 D'ORO FRIG OR.. SUITE 200. MA DI SO X. Y1 53719), FOR SAFETY R ACIICES PRIOR TO p IF1cw••• /
it "' . "..... •:.::::. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED %'': T C D L 7.0 P S F DATE 0 7 1 4 0 3fG:::::..L:'pSMYTHLUMBERCO:::: STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID [CITING.
IMPORTANT•• FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ""::l•N0.42%O4::
ROUF:TR... ... ISION PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
e:::::::::" BC DL 10.0 PSF DRW SLTUSR352
27225011nl APOPKA BLVD..:::': BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGn STATE OF °f B C L L 0.0 P S F S L T - E N G WM RAPOPKAL: FL:: 32703':.:::::::::
SPECIFICATION PUBLISHED BY IHE AMERICAN FOREST AND PAPER ASSOCIATIOR) AN TPI. ALPINE • "°":'..P .rab7=zss szz::.:::::::: w•1OR10. TOT .LD. 37.0 PSF SEON- 202903:::::::::::: EACH FACE
ARE MADE OF 20GA ASIM A653 GR AO GAL V. SiEEI. [KEPT AS NO T[0. AP LY CONNECTORS TO y•..•••••. "'
FAX': 407.2999159:;;;;:;::::: EACH FACE OF TRUSS. USS. AN UNLESS OTHERYI SC LOC ATCD OM THIS DESIGN, POSITION COCOI1XCCfORS PER
ORAYIN65 IGO A2. THE SEAL ON THfS DRAWING INDICATES ACCEPfANCC OF PROFESSIONAL ENGINEER IM6
PROFESSIONAL ENGINEERING;:::; RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT -DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ::'.:::. ...
OUR. FAC. 1.25 FROM SLC '
CERTIFICATE 0FAIJTH6RVAT10PW Vti216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ' ' ' ' .
ANSI)T I 1-1995 SECTION 2.
Ju)la'o3 " " ""SPACING SEE ABOVE JREF- 1S4G352_Z04
ccc13113 - KCUI
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
0-6-11
3X4 (
I nIa UNU rKt FAKCU rKUM LVPIrUI CH I"rUI LLUMVa a Uu•ICIna I Viyal aUDMIi ACV — nUaa
120 MPH WINO, 11.60 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.
5X4= 4X6-
2X4@
6 F— 2X41
1 6
9-4-0
3X8 = 5X4'
B2) _ 2.5X4(A1)
i'4- j
I_ 8-7-0 _1_ 3-4-0 _1— 9-0-0 _I
20-11-0 Over 2 Supports
R=764 U=227 W=3" R=861 U=307 W=8"
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:.1 FL 1 R Scale 3125" Ft.
WARNING** TRUSSES REOUIRE EITREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
RA R R FCRB TO HIB•91 (HANDLING IXSTALL ING AND BRACING). rUBl I1HCD BY 1r1 (TRUSS PLATICIG. C T C LL 20.0 PSF REF R352--20692
T T ' N FR R 1 0 MA N. V 1 7 FOR SAFC TY rRACTICCS PR10INSITUC, SB) D 0 0 IO D .. SUI E 20 DISO 1 7 19).
PERFORMING IH[$C FUNCTION$, UNLESS OTHERWISE INDICATED. TopCHORD SHALL HAVE PROPERLY Ar1ACME0
TIEI
J
T C D L 7.0 PSF DATE 0 7 / 1 4 0 3
S MYTH LUMBER Cd; STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PRLILY ATTACHED RIGID CC (LING. f.
DRW SL7USR352IMPORTANT•• FUR NISM A COPY OF IHI$ OCS16R TO TH[ 105TAL LAT ION CONTRACTOR. AIIINC ENGIRCCRIO E;;; N0:4Y%04:::.i :.::: BC DL 10.0 PSFROOF.;TRUSSDIVISION::: PRODUCTS, INC $HALL NOT BE RESPONSIBLE FOR ANY DCYIATIOR FROM THIS DCSIGM; ANY FAILURE TO
S L T - E N G / WM RS6UTHAPOPKABLVD`::::: BUILD THE TRUSSES IN CONFORMANCE WITH IPI; OR FABRICATING. HANDLIRG. SHIPPING. INSTALLING AND BC L L 0.0 PSF
ao-29gi,622
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY THE AXER ICAN FOREST AND PAPER ASSOCIATION) AND fT1. ALPINE
i-STA-M OF.':
t;•' i6 i f
CONNECTORS ARE MADE of zoGA AsIM A657 GRAD 6AlY. STEEL. EICCPT AS NOTED. APPLY CONNECTORS To X0R10P .: TOT. LD. 37.0 PSF SEON 20296
FAIc:a07-2913,9 $3 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER f ••• M
DUR.FAC. 1.25 FROM SLCDRAWINGS160A-2. THE SEAL ON THIS'DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Ri PoNA
FESSUITABILITY°• ENGINESIONAL: ERING;;;;;' RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. 1MC AXD USE OF THIS SPACING 24.
0" JREf 1S4G352_Z04 CErmFlCJ1TEOFALJT/iORT7ATION#9216 COMPONENT FORANPARTICULAR BUILDING Is THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER DUI 1Q O3 ...... ::::: ANSI1 SECTU
L441J/13 - Mel)
TOP CHORD 2x4 SP #2
A
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
IH0 UNU F'KtF'AKtU hKUPI LUMI'Ultl( INF'UI (LUAU) & UIMt HZ)IURJ) JUDMI I ItU UT IMUJJ MrH.
120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98. CLOSED BLDG, LOCATED "
ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS.
5X4= 2.5X4= 5X4=
9-4-0
3X6 (A1) 3X6 (A1) —
4-0
L 7-0-0 _I_ 7-4-0 _I_ 7-0-0 J
LE 21-4-0 Over 2 Supports
R=1542 U=568 W=8" R=1626 U=622 W=8"
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0T:Y:1 FL 1 R Scale 3125" Ft.
WAR E EXTREME CARE IN FABRICATION. HANDLING. SHIPPIRG. INSTALLING ANDWARNING"' TRUSSES R[
RACING. REFER 0 HIB•9RTBRACING. o1 (HANDLING INSTALLING AND BRACING). PUBLISHED BY ITT (TRUSS PLATE
INS TUT[ SB D' N FR R. SUITE 00 MA 5 N V 7 FOR SAFETY PRACTICES PRIOR TD0O10OUIEIDI0I5) 19). 0 S E C ICES 10 O
PERFORMING IHCSC FUNCTIONS. UNLESS OTHERVISC INDICATED. TOPCHORD SMALL HAVEPROPERLY ATTACHED••1IFI 5
UC
AI PANELS. BORON CHORD SHALL HAVEA PROPERLY ATTACHED RIGID CEILING. IMPORTANT'• FURNISH
A COPY of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC.
SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE
TRUSSES IN CONFORMANCE YITH TPI; OR FABRICAlIN6. HANDLING. SHIPPING. INS TALI LNG AND BRACING OF
IRUS SES. THIS DESIGN CONFORMS WITH AP LICA9LE PROVISIONS OF NOS (NATEONAL DESIGN SP CIF)
CAiION PUBLISHED BY THE AMCRICAN FOREST AND AP R ASSOCIATION)AND T i. ALPINE ORS To........
caxx[croasAREMADEofIo6AAsIMA6506R406ALY. STEEL. EXCEPT As NOTED APPLY CONNECT H FACE
0F TRUSS. AND UNLESS OTHERWISE LOCATED 0N THIS DESIGN. POSI1ION CONNECTORS [R 4• w ::.
w fG ;..:.:5
N 4 '
1.::. o.. 4704 "i:''• STATE,OF;
i•r R:::j: :•:
T C
TC BC
BC
TOT.
L
L
DL DL
LL
LD.
20.
0
7.0
10.0
0 37.
0
0 PSF
PSF
PSF
PS
PSF
REF
R
3 5 2-- 2 0 6 9 3. YTH:LUMBibi"
d ROOF TRUSS
DIVISION ;;;; 2722SOL"APOPKABLVD:::
AP.OPKI
FL; 32703 ;:::::::::: FAr.:4W.
2999153':::: :::C DATE 07/
14/03 DRW SLTUSR352
SLT -ENG /
WMR SEON- 20305
DUR.FAC.
1.25 FROM SLC PRDFESSIDNAL; ENGINE -EKING ,,, DRAWINGS 160
A-L. THE SEAL OR THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY
FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPoNAL COTTIRGTE OF
AUTHORIZATION #9210 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSILTPI 1.
1995 SECTION I. Jui...1.
4:'. `• SPACING SEE ABOVE JREF- 1S4G352_ZO4
kL461jin - KCC)
TOP CHORD 2x4 SP #2
BOT CHORD 2x6 SP SS
WEBS 2x4 SP #3 W3, W4, W8 2x4 SP #2:
SPECIAL LOADS
LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25)
BC From 20 PLF-at -3.00 to 20 PLF at 0.00
BC From 412 PLF at 0.00 to 412 PLF at 8.92
BC From 20 PLF at 8.92 to 20 PLF at 10.08
TC 450 LB Conc. Load at -1.00
TC 423 LB Conc. Load at 1.00, 3.00, 5.00, 7.00, 8.00
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
THE TC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANS AT 24" OC IN
LIEU OF STRUCTURAL SHEATHING.
4-8-0
2. 5X4 = 2X4 III
2 X 4 III
LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED***
1 PLATE(S) HAVE BEEN REPOSITIONED BY THE TRUSS DESIGNER. SPECIAL
POSITIONING REQUIRED.
120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B. WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP.
6X8(**) 2X4111 2.5X4MO W3
ri
k14
2-
8-0 kJ8
0
4X6(
R) III 4X12= 4X10m 3X4III 3-
8-0 I 9-5-0 _I 13-
1-0 Over 2 Supports R=
1173 PLF U=578 PLF W=3-3-0 R=2508 U=1235 PLT
TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 :O.TY.:1 FL 1 R Scale =.375" Ft. YARNING"
TRUSSES REOUIRC EXTREME CARE IN FABRICATION, HANDLING. SNIPPING. INSTALLING AND A
A A x r n (TRUSS PLATE BRACING. RCF CR TO HIB 91 (HANDLING INSTALLING NGAND BRACING). PUBLISHED B 1 ( USS L T C LL 2 0.0 PSF REF R 5- 20694 IISTITUTC.
SB7 D'ONOFR IO OR., SUITE 200. NADISON, YI 57119). FOR SAFETY PRACTICES PRIOR TO PERFORMING
THESE FUNCTIONS. UNLESS OTHERWISE IIIDICAIEO. TOP CHORD SHAH HAY PROPERLY ATTACHED STRUCTURAL
PANELS. BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. INPORfANi••
FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS.
INC. SHALL 1101 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD
THE TRUSSES IN CONFORMANCE WITH Trl: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING
OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF RDS (NATIONAL DESIGN F
AI Y TH AN AN FOREST AR PAP R ASS IATION AND T 1. AI PI NC SCCIICION UAL ISHCD B E FRICD E OC ) CONNECTORS
ARE MAOF 20GA ASTN A657 G0.40 GALY. STEEL. EXCEPT AS RDIED. A PLY CORRECTORS TO% EACH
FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. OSITION CORNECTORS PER fV
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SLTUSR352 SLT-
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160 A2. THC IYiAI OR IHis•ORAYING INDICATES ACCCPTAXCC OF PROFCSSIONAI ENGINEERING RESPONSIBILITY
SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THC SUITABILITY AND USE OF THIS SPACING
SEE ABOVE JREF- 1S4G352_Z04 cEir,ATEOFAUTNORI7A-FIC)YY29218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/
IPI 1-199SECTION 2. 5 Juj'T4"''
s .... .........
Leeljas V1) inn UKU rntrANtu I`KVP1 LUnrUItM IRrUi CLUAua a UIPILNaIIIIYa) ZUomII ltu oT inuaa nrn.
TOP CHORD 2x4 SP 2 120 MPH WIND, 12.33 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED .
BOT CHORD 2x4 SP 3 WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B. WIND TCDL=5.0 PSF, WIND
WEBS 2x4 SP 3 BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
ISEE DWG VALTRUSS0699 FOR VALLEY DETAILS.
2 X 4 III
2X4
2X4III
k6.0.0 Over Continuous Support
R=74 PLF U=30 PLF W=6-0-0
10-8-3
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OT.Ys2 FL 1 R Scale 375" Ft.
F:E•'E
YARNING•' TRUSSES RCOU IRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND
BRACING REFER TO HIB•91 ENANDLING INSCALuIIG ANo BRACIIIG). UBLISHCD BY TPI (iRuss PLATE
INSTITUTE. SB7 D'OMDFR IO OR., SUITE 200, XADISOM, vI 5J719). FOR SAFETY PRACTICES A TOR TO
PERFORMING THC SC FUNCTIONS. UNLESS OiHE%ITE INDICATED. TOP CHORD SHAH HAYS PROPERLY ATTACHED
TIF1 ''•• Q3 ' //
TC
T C
LL
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20.0
7.0
PSF
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REF R352--20695
DATE 0 7 / 1 4 0 3
SMYTH,LUMBERCO. STRUCTURAL ANCIS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG10 CEILING.
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FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ••IMPORTANT•
r.4:::'::'::::::::::'%.
0:, i%04E:: BC DL 10.0 PSF
PRODUCTS. INC. SMALL NOT BC RCSPOMSIBLE FOR ANY DEVIATION fROM THIS DESIGN; ANY FAILURE TO 1='"':1.' S
SLT-ENG WMR272250vn1APOFKA8LV0.::::: BUILD THE TRUSSES IN CONFORMANCE WITH T I: OR FABRICATING. HANDLING. SNIPPING. INSTALLING AND
7C ....: 7f.:. f
BC LL 0.0 PSFi ::::::: APOFKA; FL:: 3270..::::::::: : BRACING OF TAUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SP CC IFIUT ION PUBLISHED BY THC ANCII ICAN FOREST AND PAPER ASSOCIATION) AND CPI. ALPINE
STATE::OF f
S E O N 38718407-299-1522::::::::.:
COMREC, ITS ARC NAOC OF 2OGA AT TM A157 G.40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO
P. O R r.• T 0 T . L D . 37.0 PSF
FAA(::: 407.299.9153:;:::: , : EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED OR THIS DESIGN, OSITION CONNECTORS PER
DUR.FAC. 1.25 FROM SLT. DRAWINGS 160 A-Z. THC SEAL ON THIS DRAWING INDICATES ACCE TANCE OF PROFESSIONAL ENGINEERING NABPROFESSIONAL: G iGINEERING,::: RES ONSIBILITV SOL[LY FOR THE TRUSS COMPONENT DESIGN SHOWN. TXE SUIiABII ITV AND USC OF THIS
SPACING 24 0" JREF- 1S4G352_Z04
CEwnV; A-EOFAirrm011rmnaNN9218 COMPONENT ANYPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER DUI. 1.4...,03... IFOR SFCTU
4eelilb - ve
TOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
WEBS 2x4 SP #3
SEE DWG VALTRUSS0699 FOR VALLEY DETAILS.-
2 X 4 III
6I
2X4 (D1)
2 X 4 III
4-0.0 Over Continuous Su ort
R=74 PLF U=45 PLF W=4-0-0
10-8-3
120 MPH WIND, 11.83 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCOL=5.0 PSF, WIND
BCDL=5.0 PSF.
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 O:TY.'t:2 FL 1 R - Scale —.375" Ft.
WARNING" TRUSSES RCOUIRC EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND .
BRACING REFER TO HIO.91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY T I (TRUSS PLATE R C L L 2 0 . D PSF REF R 3 5 2 - - 2 0 6 9 6M:
INSTITUIE, IBJ D'ONOFRIO DR.. SUITE 200. NADISOR. YI "'I" . FOR SAFETY IRACIICES PRIOR TO
PERf ORNING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, f0 CHORD SHAH HAVE ROIERIY AT LAC HED z`('`
IFI[•-
V 7•: TC DL 7.0 PSF DATE 07/14/03
SMYTHLUMBER CO::;: STRUCTURAL PAII[LI, BOTTOX CHORD SHAH HAVE A PROPERLY ATTACHED RIGID CEILING. /.G :
IMPORTANT•' FURNISH A COPY OF THIS DESIGN i0 THE INSTALLATION CONTRACTOR ALPINE ENGINEERED '•..
ROOF:TRUSS DIVISION:;.;.;;, PRODUCTS. INC. SHALL NOT BC RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
f .No:42704'.:'' BC DL 10.0 PSF DRW SLTUSR352
R SHIPPING. ApD
IT
272250tJRT/APOPKABI-VD:;;:; BUILD THE TRUSSES In CONFORMANCE WITH T/i: OR FABRICATING. HA DUNG. SHII I G.
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SPEC 'CA 110. PUBLISHED BY
DESIGN
AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE .
CONNECTORS ARE MADE OF 20GA ASTM A657 GRAD GALL. STEEL. EYCCPT AS NOTED. APPLY CONNECTORS 10 •::• .- TOT.LD. 37.0 PSF SEON- 38721
FAx,,407.299919$::... EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ..p..•
DRAWINGS 160 A-2. THE PEAL ON THIS ORAWIRG IN ACCEPTANCE OF IROFEISIONAI CM6111CCRIRG {. . OUR. F A C . 1.25 FROM S L CAl. ":::PROFESSIONAL: ENGINEERING,::••• RESPONSIBILITY SOLELY FOR THC TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS "' "'
GERnFtGIEOFAUTHORRAl10NJKJ2I COMPONENT FOR ART PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER :Ju1:::14`' ""' "" SPACING 24.0" JREF 1S4G352_Z04ANSI/TPI 1-1995 SECTION 2.
uuxo vJ
TOP CHORD 2x* SP #J
8Or cxOx0 yx* 5p #J
SEE DWG VALTRUSS0699 FOR VALLEY DETAILS.
THIS om n,Emxm FROM COMPUTER /wmx cLo^oS 9 o/'u^u/ox»/ »om^//uo BY mvu w,x.
120 MPH WIND, 16.33 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF [0G[. CAT ||. [xp U. wlw0 TC0L~5.0 PSr. x|wU
8c0L~5.0 Psr.
o[--
3X4s,
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2X4(0l)
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4-0-0 Over Continuous Su t
R~74 PLF U~45 PL[ v~4'0'0
WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
joiA., W TC DL 7.0 PSFSMY::'T:::H:::: L U':::M:::: B` Eiii: 6"0" DATE 07/14/03
DRW SLTUSR352RooF, SS iV'S'ON: ....
1: *
IMPORTANT;
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FUR ISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS. I SHALML 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
EACH FACE OF TAUS . NO U LES OTHERWIS ATED 01 THIS DESIGN. POSITION CONNECTORS PER
milt N6.42A704:::--:::::: 8 C D L 10.0 PSF
OM SLCDRAWINGS160A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
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uuu/" '«
TOP CHORD 2x1 SP 82
80T CHORD 2x* 5P #3
w[85 2x4 sp #3
DEFLECTION MEETS L/JOO L}v[ AND L/2*0 TOTAL LOAD.
5X4
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2X4N
O'O Over Continuous Supyor
K~7* PLF U~27 PLF x~8'0'0
l4'8'3
l2O MPH o|N0. 15.83 FT MEAN HGT. xSCE /'90. CLOSED BLDG. NOT LOCATED
u|rH|N 4.60 FT FROM ROOF [0G[. CAT ||. [XY 8. H!N0 TCUL~5.0 PSF, w|wU
uc0L~5.0 pSr.
SEE DWG VALTRUSS0699 FOR VALLEY DETAILS
TRUSSES REOUIRE EITREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLIRG AND
PERFORMING INES[ FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
FURNISH A COPY OF THIS DESIGN TO IRE INSTALLATIDN 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
CONNECTORS ARE MADE OF 20GA ASIR A653 GR40 GALY. STEEL. EXCEPT AS R APPLY CONNEC
EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER
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Cjiiii R;k E OF-AUlt-1014 . IZA-n()N . V9218 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Iii: i-4
LZZIJ/17 - H1)
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
0-4-3
IHIS DWG PREPARED FROM COMPUTER INPUT (LOADS 5 DIMENSIONS) SUBMIIIEU BY IRUSS MFR.
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 BCOL=5.0 PSF.
HIPJACK SUPPORTS 6-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8
CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE.
L< i-10-1D-9-10-13 _
I
Le 9-10-1 Over 3 Supports
R=393 U=217 W=11.314•
1 -10-3
R=217 U=189
3-9-15
R=322 U=180
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 O'T.:Y'•'•:4 FL 1 R Scale 375" Ft.
WARNING— TRUSSES RCOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND
REFER T C L L 20.0 P S F R E F R 3 5 2-- 2 0 6 9 9BRACING. TO HIN-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY T I (TRUSS PLATE'
SB7 D 0 OFR 10 OR., SUITE 200. XADI SON. VI 57719). FOR SAFETY PRACTICES PRIOR TO
RFORMIN THESE FUNCTIONS. N 1 N APERFORMINGEELESSOTHERWISELSE TOP
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DATE 07 14 03SMYTFtLUMBERCO::::
D INDICATED. CHORD :HALL HAVE PROPERLY ATTACHED
STRUCTURAL
R6b0TRu§§DIVi510N::::::::
PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSIALLAIION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0. PSF DRWPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO SLTDSR352
2722ii6i"AP KABLVD::-::: BUILD THC TRUSSES IR CONFORMANCE WITH TPI: OR FABRICATING. XANOLING. SHIPPING, INSTALLING AND
7{ 4......•• l••••
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CONNECTORS ARE MADE OF 2OGA ASTM A657 GRAD GALT. STEEL. AS NOTED. APPLY TO R11 PSF SEON 20309EXCEPTCONNECTORS
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
OUR.FAC. 1.25 FROM SLCPILOF•FSSIpNAL ENGINEERING;;':;
DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING v_EPNA :
RESPONSIBILITY SOLELY FOR IHC TRUSS COMPOIICNT OESIGN SHOWN. THE SUITABILITY AVD USC OF THIS
CEIrriFlGATE OFAIfiIi6irz 710N46218 TI F1995 NSCCTIONCUL AR BU ILDIHG IS THC RESPONSIBILITY OF IHE BUILDING DES IGN[A. ER Jul"'1'4'"03 "
ANSI/T PI SPACING SEE ABOVE JREF- 1S4G352_Z04
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TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
0-4-3
1
L< 1.10-10 r- 7-0-14 -
I
R7-0-2 Over 3 Supports Boo
R=447 U=424 W=11.314'
LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER***
SPECIAL LOADS
LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25)
TC From 54 PLF at -1.82 to 54 PLF at 7.01
BC From 4 PLF at -1.82 to 4 PLF at 0.00
BC From 20 PLF at 0.00 to 20 PLF at 7.01
TC -13 LB Conc. Load aE 1.48
TC 96 LB Conc. Load at 4.31
BC -1 LB Conc. Load at 1.48
BC 47 LB Conc. Load at 4.31
1 1011 U=218
2-9-15
R=100 U=180
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 O:T:Y::t:2 FL 1 R Scale 375" Ft.
MAR NING " TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
BR (HANDLING INSTALLING AND BRACING). PUBLISHED BY T/I (TRUSS PLATEACING. REFER TO HIB 9l (HA
5 'ON FR R. S ITC 200 MAD ISON YI 5]719 FOR SAF iY R ACTICCS PRIOR 10INSTITUTE . B]0 0 10D V E
PCRF ORMIN6 THCSC FUNCTIONS. UNLESS OTHERWISE INDICATED. 10 CMORO SHALL HAYE R OIERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SMALL HAYE A RO ERLY ATTACHED RIGID CEILING.
IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRDDucis. Ixc. SHALL RDT BC RCS ONSIBLI FOR ANY D[YIAl10N FROM THIS D[SIGY; ANY FAILURE 10
BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICAIIRG. HANDLING. SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH AP LICABLE PR OYISIONS Of HDS (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND T I. ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A65] GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CORRECTORS 10
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SMYTH:LUMBER CO.:.p
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DATE D7/
DRW SLTUSR352
SLT-ENG WMR
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ORAYINGS 160 A-1. THC Si AL ON TH IS,IRDICATCS ACCE/TANCE OF PROFESSION ENGINEERING
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS NAt
SPACING 24.0" JREF- 1S4G352_Z04
CERTIFICAIF OFAUTHOTRfiATl0N 4tt9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER
ANSI,IPI 1.1995 SECTION 2
4:...
Z22137B - H3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
HIPJACK SUPPORTS 1-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8
CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE.
4.24 I— 15T01-3
0-4-3 1-1115U=180
L 9 U=180
2X4 (A1)
L< 1-10-10 CIF 2-9-15--BIJ
2.9.3 Over 3 Su orts
R=123 U=180 W=5.657'
120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
ANYWHERE IN ROOF, CAT 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 O.T.Y.:.2' FL 1 R Scale 375" Ft.
NARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND
BRACING REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSIIIU iE 507 D'ONOFRIO DR. SUITE 200 MADISOM WI 5]]19 FOR SAFETY PRACTICES P0.10R TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHAH HAVE PROPERLY ATTACHED
STRUCTURAL rANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT•• FURNISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A657 GRAD GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DC SIG%, POSITION CONNECTORS PER
q
p•ZIFI U
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i ::.:::::::.1: !
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DL
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7
10.0
0.0
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R E F R 3 5 2 - - 2 0 7 0 1
SMYTH:LUMBER CO.:::
ROOF!TFiUSS'DIV191ON: ::::
272250IFTHAPOPKAHL.. ::.
3 ........ - " M.OP.KA, FL-:32703::::::::::.:
407-299-1522'...:...::: ::
FAIc,:407-z999158........:::
DATE 07/
DRW SLTUSR352
S L T E N G / WM R
SEON- 21335
DUR.FAC. 1.25 FROM SLCPROFESSIONAL; ENGINEERING
DRAY INGS 160 A-Z. THE SEAL ON IN IS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITYIY AND USE OF THIS
p `
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SPACING SEE ABOVE JREF- 1S4G352_ZO4CERTiFlG17EOFAUTI70RQATONa921gCOMPONENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDCSIGNER, PCRJ
ANSI/TPI 1-1995 SECTION 2.
U).. L4.
4/uuo -t' I , v= ,"t"=u, ,=" m" ..m .°,". ,UA", , ".""",l."°"/ ,UD°.'ICU Of '""," =".
TOP CHORD 2x4 Sp #2
8OT CxOK02x4 SIT #2
120 MPH x|w0. 11.10 FT MEAN HGT. xSCE 7 98. CLOSED 8LU6, NOT LOCATED
x|rK{w 4.50 FT FROM ROOF EDGE, Cx7 l|. [xP 8. x|N0 TCDL~5.0 rSF. wlH0
80L~5.V pSF.
DEFLECTION MEETS L/JOO L0[ AND L/240 TOTAL LOAD.
L-1 -^-7'0'1
7'0'0 Over 3 Supports
TRUSSES REOUIRE ETTREKE CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
OR AC ING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MADISON. 111 $3719). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLE THERWISE INDICATED $HALL HAVE PROPERLY ATTACHED
IF1 c. 7
MYTH
i "' ' ::::
IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS. INC. $HALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 10
9
CONNECTORS ARE MADE OF ZOGA ASTM A653 GR40 GALY. EICEPT AS NOTED. APPLY CONNECTORS TOSTEEL.
EACH FACE OF TRUSS. AND UNLESSOOTHHERW)SE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER
FROM SLCSICALNIDRAWINGINDICATESACCEPTANCEOFPROFESSIDNALENGINEERING
PRC)FFSSIONALENGINEERINq- RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
CEFFTIFIC.Aii ibii:Atrtlibkli 60141 i62 18 COMPONENT FOR AMY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER JUl-:T4:::!-
cccis/b - tc)
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
IHIS Mi PHLPAHLU FROM LUMPUILK INPUI (LUAUS b UIM M I M) SUtlM111tU ISY IHU57 MIN.
120 MPH WIND, 10.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT I1, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
11-10-4
R=109 U=180
2-10-3
R=48 U=180
L<1-4-0 1E 5-0-12-!N
5-0-0 Over 3 Supports
R=290 U=180 W=8'
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OT.Y:2 FL 1 R Scale 375" Ft.
0'0` ':.::. "•"'PW4qC EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND
BRACING. REFER TO HI8-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. SBD D'ONOFRIO OR.. SUIT[ 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR 10
PERFORMING THC SE FUNCTIONS. UNLESS OTHERYISE INDICATED. TO CXORD SHALL HAVE PROPERLY ATTACHED
ST0.UCTUR AL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACX[D 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
ZIFIG,t••. / 7 C'
I..
1`':'ND.42%4::;
y=::::....... 7t:.
TC
TC
BC
L L
OL
DL
20.0
7.0
1D.D
PSF
cPSF
PS
R E F R 3 5 2 20703
i'r -. """'' ::.
SMY'TH:LUMBER CO:;;:
RooF.:TpUSSDIVISION;;;•;;
DATE 07/14/03
DR SLTUSR352
2722 SouTH APOPKA BLVD:::•:"
4.OPKA; FL- 32703 .:.:::::::
407-2931622:: :::
FAic :407.-299:9,1 53;......;;;;;
I THE TRUSSES N CONFORMANCE WITH T FABUILDCUSESICO0CEII. OR BR (EATING, HANDLING. SNIPPING. INSTALLING AND
BR AC IN6 OF TRUSSES. THIS DESIGN CONFORMSNS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY THC AMER (CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MAD[ OF 20GA ASTM A65D GRAD GALY STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS. AMD UNLESS OiHERWiS[ LOCATED ON THIS DESIGN. OSI TION CO7IN ECTORS PER
STATE:OF: ly
O A10 •-
V ....
BC
TOT
LL
AD.
0.0
37.0
PSF
PSF
SLT - ENG WMR
SEON 38517
DUR.fAC. 1.25 FROM SLT. PROFESSIONAL; ENGINEERING;;;;;
DRAWINGS 160 A - I. THE SEAL ON THIS GRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPONSIBILITYILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THC SUITABILITY AND USE OF THIS
PoIVA E-
CERTIFICATE OFAUTT/ORT7ATON tT92T0 COMPONENT FOR ANY PARTICULAR BU ILOING IS THC RE S ONSIB IL ITV OF THC BUILDING DESIGNER. ER
ANSI/TPI 1-1995 SECTION 2.
Jul 14 '03 SPACING 24.0" JREF- 1S4G352_Z04
uuo,o u/
TOP CHORD 2x4 5P #3
8OT CHORD 2x* SP #J
4
T %~4lU~
l8O O
TK~0 U~180 L1.
4 -~l— O_l-J x-
oSupports 120
MPH WIND, 14.52 FT H[xN HGr. ^SC[ / 98. CLOSED 8i0G, NOT LOCATED viTH|
H 4.50 FT FROM ROOF EDGE, CAT ||. Exp B. WIND TCUL~5.0 PSF. x|N0 80L~
5.0 PS[. WARNING"
TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING.
REFER T?OHIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE TC L L 20.0 PSF REF R352-20704 STRUCTURAL
PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"
FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACION. ALPINE ENGINEERED PRODUCTS.
INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO S'
MyT'H: 0 2722
SOLIM "OPKA BLVr.).:::::.:::' BUILD THE TRUSSES IN CONFORMANCE WITH III: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND V, EACH
FACE OF TRUSS. AND UVESS OTHERWASE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DUR
FAC. 1.25 FROM SLC FROfil!IOUALENGiNEIER114G :':' DRAWINGS
160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ElIG114EERING RESPONSIBILITY
SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING
24 0" JREF- IS4G352 Z04 CEFFT`IFIQ ii 6F,kWni(5hTZAiIbN 492 1 i3 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ul::'1:4'::':03 . ......
TOP CHORD 2x4 SP 2 120 MPH WIND, 10.60 FT MEAN HG1, ASCE 7-98. CLOSED BLDG, NOT LOCATED
uor cxnxn 2x* xr Z mm/w *.sn FT FROM noor E0u[. CAT |i. [xp o, mwo rc0L~*.0 rsr. v/wo
ucoL~5.0 rsr.
DEFLECTION x[[7l L/360 L|v[ AND L/2*0 TOTAL LOAD.
0
T ~09 U~180
2 lO 3
9-1-0
T K~*u U~zVO
L-/-^-5'0'1
L —J
F-6 O'O Over J SupporLs-7
x~290 U~180 w~8^
WARNING" TRUSSES REOUIRE EKTREKE CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
RACSIN 20705
PERFORMING THESE FU:CTRIGNS. UNL S 0 E INDIC'ATED. a Hall) SHALL HAYVE PROPERLE A A
OTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
MPORTAN FU ISM A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR ALPINE ENGINEERED
1.
q 07/14/03
L U m dii k: C6
APOPKA. FIL 32703- BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND 1 1. ALPINE
CONNECT a' S ARE MADE OF ZOGA A S'" A6" GRID GALI IT11L. '.C'P' AS APPLY CONNECTORS TO
6 k-
OR%
DUR JAC. 1.25 FROM SLCJTiiONALENGININ(;::::: EER
ORA WI NG S 16 0 A-Z. TH E EAL ON I H I S DRAW I MG INDICA I ES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
SPACING 24.0 JREF- IS4G352—ZO4
CiFfii i&:E bF-AUTt40RCZATI0I4 #92 16 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Su i::::i'4 0 . ...... . .....
Lccu/u u UDn..."" ". ."",J ",".
TOP CHORD 2x4 SP #1
8OT CHORD 2x4 SP #3
Li -^-3'0'1_J
3-0-0 Over 3 Su ts
120 MPH x|N0. 10.10 [T MEAN xGT. xSC[ 7'98. CLOSED 8LUG, LOCATED
ANYWHERE IN ROOF, CAT l|. 0P 8, HlwU TCUL~5.0 PSF, V|NU 8C0L~5.0 PS[.
WARNING-* TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
q1*::::
111 ... PE:FORMING TH ESE FUNCTIONS. U LE S 5 DIME RW I SE INDI C ATED. To F CHORD SHALL HA V I PROPERLY ATTACHED T C 0 L DATE
ST IURAL NELS. BOTTOM CHORD HALL MA E PROP RLY ATTA NED 10
ERGIMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE
L
INEERED ... .. .
F TRUSS: ODUCTS. INC. SHALL NOT BE RESPONSIPLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAI URI To
B C D L 10.0 PSF DRW SLTUSR352
2 22 SmiriiXf`Ci" BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND ...
i ir P m F:. -
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
17ROF ESSIONALENG NEE RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
DUR.FACi 1.25 FROM SLC
CERTIFIC-ATE 01"AUTt4ORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER j:u:):::,i:4, ... ............... ......... SPACING 24.0 JREF- 1S4G352
vr""."" .,,". ``°~, , "..`."".^/ '~.^..^. .. ...'' ...
120 MPH WIND, 9.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG. LOCATED ANYWHERE
L-z-^-
z*o Over mmrts
WARNING" TRUSSES REGUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND ... .......
20707BRACING. REFER TO HIS-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 TC DL 7.0 PSF DATE 07/14/03
kir STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT" FU NISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS. I
56;::
CONNECTORS ARE MADE OF 206A ASIM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS T: TOT LD. 37.0 PSF SEON - 20286
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER
DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER 6 1.25Ii6ONAbiCPNECRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS
AlL DUR FAC. FROM SLC
C ITTIFiCkM OF Au-n4OFH7,A-noi4 092 IS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER 14': 0 .... . ...... .
ASCE 7-98: 120 MPH WIND SPEED, 80' MEAN HEIGHT, ENCLOSED, I =- 1.00, EXPOSURE C
r
E—
2X4 BRACE
GABLE VERTICAL
SPACING SPECIESI GRADE
NO
BRACES
1) IX4 "L" BRACE • 1) 2X4 "L" BRACE • 2) 2X4 "L" BRACE •• 1) ZX6 "L" BRACE • 2) 2X6 "L" BRACE ••
GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B
1 2 3' 5" 5' 11" 6' 0" 7' 0' 7' 2" 8' 4" 8' 6" 10' 11" 11' 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' 4" 8. 4" 10' 0" 10' 0" IT 1" IT 1"
w 0 STANDARD 3' 3" 4' 2" 4' 2" 1 5' 6" 5• 6" 7' 5" 7' 5" B' 7" 8' 7" 11' 8" 116" T
1
3' 9" 5' 11.. 6' 4 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" Y
2 3' 0" 5' 11' 6' 4" 7' 0" 7' 6' 1 6' 4" 8' 11" 10' it" 11' 10" 13' 1" 14' 0" 1.,
3
3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4 8' 9" 10' 3" 10' 3" 13' 1" 13' 9" I
C 2 D F L STUD 3' 6" 4' 11" 4' 11" 6' 6" 6' 6" B. 4" 8' 9" 10' 2" 10' 2" 13' 1" 13' 9" USTANDARD
3' 4" 4' 3" 4' 3' 5' B" 5' 8" 7. 7" 7' 7" 8' 9" 8' 9" I1' 11" 11' 11" 1
2 3' 11" 6' 9" 6' 11' 8' 0" 8' 2" 9' 6" 9' 9" 12' 6- 12' 11" 14' 0" 14' 0" E"'
I SP F x3 3' 10' 6' 0" 6' 0" 7' 11 7' 11' 9' 6" 9 6 12' 3' 12' 3' 14' 0" 14' 0" HF I
Ill 1 19" w
0STANDARD3' 10" 5' 1" 5' " 6' 9" 6' 9' 1" 9' I- 10' 6" 10' 6" 14' 0" 14' 0" 1 4'
3" 6' 9" 7' 3" 0' 0" 8' 7- 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" s P
N2 4' 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3' 12' 6" 13' 6" 14' 0" 14' 0" DFLI STUD
4' 0" 6' 1" 6' l" 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" l 2
4' 4' 7' 5" 7' 7" 8' 9" 9' 0" 10' 6' 10' 9" 13, 10" 14' 0" 14' 0" 14' 0" U S
P
F 3 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13 10 13' 10" 14' 0" 14' 0" H F
STUD 4' 2" 6' 11" 6' I1" 8' 9" 8' 9" 10' 6" 10' 6" 13 10" 13' 10" 14' 0' 14' 0" 0 STANDARD
4' 2" 5' 11" 5' 11- 7' 10" 7' 10" 10' 6' 10' 6" 12' 2" 12' 2' 14' 0" 14' 0" 1 4'
8' 7' 5" 8' 0" B' 9" 9' 6" 10' 6' 11 4' 13 10 14' 0" 14' 0" 14' 0" n r
24' 7" 7' 5" B. 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" 5( jJ3
4' 5' 7' 1" 7' 1" 8' 9" 9' 3" 10. 6" 11' 0" 13' 10" 14' 0" 14' 0" 14* 0" D F
L STUD 4' 5" 7' 0" 7' 0" 8' 9" 9' 3' 10' 6' I1' 0" 13 10" 14' 0' 14' 0" 14' 0" STANDARD 4'
4' 6' 1" 6' 1" 1 8' 0" 8' 0" 1 10' 6 10' 9" t 12' 5" 12' 5" 14' 0" 14' 0" SYMI• 2X4 /
2N
OR BEITER DIAGONAL BRACE
OPTION: VERTICAL LENGTH
MAY BE t + DOUBLED WHEN
DIAGONAL 1B. BRACE IS
USED. CONNECT L. L
DIAGONAL
BRACE
FOR 870/ AT EACH
END. MAX WEB I BRACE
TOTAL
LENGTH
IS 14'. 2X4 SP
OR DF-L /2. OR BETTER
DIAGONAL r VERTICAL LENGTH
SHOWN BRACE: SINGLE OR IB t IN TABLE
ABOVE. DOUBLE CUT L 1 I AS
SHOWN) AT UPPER END.
I ONTINUOUS
I CONNECT DIAGONAL
AT I REFER TO
CHART ABOVE FOR MIDPOINT OFVERTICALWEB. 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 SAFETY PRACTICES
PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD
SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL S MYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. ROOFTRUSIS DIVISION
IMPORTANT— FURNISH
A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,
INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH
APOPMA BLVD. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING. SHIPPING.
INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA. FL
32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299,
1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA FAX: 407.
299 9153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND,
UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160
A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING
ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE OF
AUTIIORIZATION NI21 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF
THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. BRACING GROUP
SPECIES AND GRADES: GROUP A:
SPRUCE -PINE -
FUR HEY -FIR 1 2
STANDARD 2 STUD 7 STUD
3 STANDARD DOUGLAS FIR -
LARCH SOUTHERN PINE Ji 3
STUD STUD
STANDARD STANDARD
GROUP B:
HEM -FIR
1 J<
BTR 1 SOUTHERN
PINE
DOUGLAS FIR -LARCH 1 1
2 GABLE
TRUSS
DETAIL NOTES: UVE 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)
1' BRACE: SPACE NABS AT 2' O.C. IN 10"
END ZONES AND 4' O.C. BETWEEN ZONES. 4 FOR (
2) 1' BRACES- SPACE NABS AT 3" O.0 IN 18'
END ZONES AND B' O.C. BETWEEN ZONES. BRACING MUST
BE A MINIMUM OF BOX OF WEB MEMBER LENGTH.
GABLE VERTICAL
PLATE SIZES VERTICAL LENGTH
NO SPICE LESS THAN
4. 0" IX4 OR 2X3 GREATER THAN
4' 0', BUT MESS THAN
IV 6" 2X4 GREATER
THAN
11' B" 2.5X4 EARIN/IIIH.
i YYY' / + REFER
TO
COMMON TRUSS DESIGN FOR uq/ 4/
PEAK, SPIKE, AND REEL PLATES EI ZPjIF/
C• '•
v THIS
DRAWING
REPLACES DRAWING A10030E REF ASCE7-
98-CAB12030 No. 42704
DATE 09/10/01 DRWG A12030ECO901
0'-.STATE
OF O R
Q P' rr"rr)
nNUI;.,.gl.V`"` TOT. LD.
60 PSF ENG MAX.
SPACING
24.0" A
GABLE DETAIL
SYn FOR LET -IN VERTICALS ABOUT /L`''J VERTICAL
LENGTH
SHEATHING
GABLE
VERTICAL PLATE SIZES Q+ •
SINGLE
PLATE TO SPAN THE WEB. EXAMPLE:
2*
2X4
2X8 VERTICAL
LENGTH PLATE IF PLA REFER
TO ENGINEERED TRUSS DESIGN FOR PEAK. SPLICE,
WEB AND HEEL PLATES. IF
CABLE VERTICAL PLATES OVERLAP. USE A TES
BETWEEN
CHORDS 512E OVERLAP - LESS
THAN {' 0- 1%4 OR 2X3 2%8 GREATER
THAN 4' 0-, BUT LESS
THAN 11' 8" 2%
4 2X8 GREATER
THAN 11' 8- 2.5X4 2.5X8 PROVIDE
CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH
EACH "'1" REINFORCING MEMBER WITH HAND
DRIVEN NAILS: IOd
COMMON TOENAILS AT 4. O.C. PLUS (4) IBd COMMON TOENAILS IN TOP AND
BOTTOM CHORD. GUN
DRIVEN NAILS - 0.131" X 3-: TOENAILS
AT 1" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. THIS
DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR
SBCCI WIND LOAD. ASCE
7-93 CABLE DETAIL DRAWINGS A11015EN0899,
A10015EN0899, A09015EN0899, A08015EN0699, A07015EN0899 A11030EN0699,
A10030EN0899, A09030EN0899, A08030EN0899. A07030EN0699 ASCE
7-98 CABLE DETAIL DRAWINGS A13015EC0901,
A12015EC0901, A11015EC0901, A10015EC0901, A08515EC0901 A13030EC0901,
A12030EC0901, A11030EC0901, A10030EC0901, A08530EC0901 SBCCI
CABLE DETAIL DRAWINGS S11015EN0899,
S10015EN0899, 509015EN0899, 508015EN0699, 507015EN0899 S11030EN0899,
S10030EN0899. S09030EN0899, 508030EN0899, 507030EN0899 SEE
APPROPRIATE ALPINE CABLE DETAIL (ASCE OR SBCCI WIND
LOAD) FOR MAXIMUM UNREINFORCED CABLE VERTICAL
LENGTH. xxe '
t- REINFORCINC
MEMBER
xx{
Y- REINFORCINC
MEMBER
TOENAIL
TOENAIL TO
CONVERT FROM -L- TO i' REINFORCING MEMBERS, MULTIPLY "
F' FACTOR BY LENGTH (BASED ON CABLE VERTICAL
SPECIES, GRADE AND SPACING) FOR (1) 2X4 '
L" BRACE, GROUP A. OBTAINED FROM THE APPROPRIATE
ALPINE CABLE DETAIL FOR ASCE OR SBCCI
WIND LOAD. MAXIMUM
ALLOWABLE 'I'- REINFORCED CABLE VERTICAL LENGTH
IS 14' FROM TOP TO BOTTOM CHORD H
LENGTH INCREASE W/ "T" HRACE11 WIND
SPEED AND
YRH i'
REINF. MBR.
SIZE SBCCI
ASCE 110
MPH IS
FT 2:
4 10 7. 10 7. 2x8
40 7. 50 7. 110
MPH 30
FT 2x4
10 7. 10 7. 2x8
50 7. 50 7. 100
MPH IS
FT 2x4
10 7. 10 7. 2x8
30 7. 50 7. 100
MPH 30
FT 2x4
10 7 10 7. 2x8
40 7. 40 7. 90
MPH IS
FT 2x4
20 7. IO f. 2x8
20 7. 40 7. 90
MPH 30
FT 2x4
IO 7. 10 9. 2x8
30 R 50 7. BO
MPH 15
FT 2x4
10 7. 20 7. 2x8
10 7. 30 7. BO
MPH 30
FT 2x4
20 2 10 7. 2x8
20 7. 40 7. 70
MPH IS
FT 2x4
0 7. 20 7. 2x8
0 7. 20 7. 70
MPH 30
FT 2x4
10 9. 20 7. 2x8
10 7. 30 7. EXAMPLE:
ASCE
HIND SPEED - 100 MPH MEAN
ROOF HEIGHT 30 FT CABLE
VERTICAL 24" O.C. SP 13 1"
REINFORCING MEMBER SIZE = 2X4 i"
BRACE INCREASE (FROM ABOVE) = 107. = 1.10 1)
2X4 -L- BRACE LENGTH 6' 7" EdAIUNUY "
T" REINFORCED CABLE VERTICAL LENGTH 1.
10 x 8' 7" 7' 3" LACES
DRAWINGS GAB98117 676,719 & HC26294035 WARNING--
TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLING
AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY
TPI (TRUSS PLATE INSTITUTE. SB3 D'ONOFRIO R.. SUITE 200. MADISON, vl. 57719) FOR SAFETY
PRACTICES PRIOR i0 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, a• `\•-,.••••••.,"•
I V
210 .IFI gT•!Q 30: s;
REF LET -IN VERT DATE
10/24/01 S
MYTH LUMBER CO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE
A PROPERLY ATTACHED RIGID CEILING. IMPORTANT••
FURNISH 1
DRWC
GHLLETIN1001 ROOFTRUSSDIVISIONA
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERS
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 04 NO. 427 7 _ ENG
DLJ/KAR 2722SOUTHAPOPIuBLVD. DESIGNt ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING,
SHIPPING. INSTALLING AND BRACING OF TRUSSES. A
OP)tA, FL 32703 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 GRAD GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO STATE OF TOT. LA 60 PSF FAx: 407-2999153 EACH FACE OF TRUSS
AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A• i; •• R.
FAG. ANY PROFESSIONALENGINEERINGDRAWINGS
160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE P`.• O40noQ• SPACING 24.
0" CERTIFICATE OF
AUYNORIUTION a921B:SUITABILITY AND USE OF THI S'COMPONENI' FOR ANY PARTICULAR BUILDING IS THE`(`^.,1,•w` RESPONSIBILITY OFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-I995 SECTION 2 i.. t
VALLEY
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 11, EXP. B, ENCLOSED BLDG.,
30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD.
CUT FROM 2X6 OR
LARGER AS REQ'D
4-0-0 MAX
12
12 MAX.
W2X4
W2X4 W2X4
8-0-0 MAX-
W2X4
16-0-0 MAX "'^ '
12
12 MAX. V4X4
W1X3
W1X3 6-0-0
W1X3 (MAX SPACING) W2X4W1X3W5X4/SPL W1X3
TRUSS DETAIL
UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY IX4 "T"-BRACE, 80%
LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED
WITH 8d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING,
EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9".
MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0".
TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH:
PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS
INSTALLATION
OR
PURLINS AT 24" OC
OR
BY VALLEY TRUSSES
LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES
NOT EXCEED 12'0".
BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN.
NAILE
W2X4
OPTIONAL STUB
END DETAIL
W4X4
OPTIONAL HIP
JOINT DETAIL
21R
COMMON RUSSES PARTIAL FRAMING
20-0-0 MAX (++) ,pllluunluu AT 2 " OC PLAN
SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. wa
Q •ry/`///////i4/ THIS DRAWING REPLACES DRAWING A105
VARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING,
INSTALLING AND BRACING REFER TO RIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED
BY TPI (TRUSS PLATE
i
G '9 j•.•/ G TC LL 30 30 40 PSF REF VALLEY DETAIL
INSTITUTE. 583 D'CINOFRIO DR., SUITE 200. MADISON. VI. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATEDZ
TOP CHORD DL 20 15 7 PSF DATE 06/25/99SMALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALSMYTH 'LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING.
E NO.42704
C
IMPORTANT;, -, FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINLROOFTRUSSDIVISIONENGINEEREDDUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
LC DL 10 10 10 PSF DRWG VALTRUSS0699
ENG MLH/KAR2722SOUTHAPOPKAOwn. DES IGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING,
HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH,
APOPIu. FL 32703 STATE
C LL 0 0 0 PSF
55
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 20GI- ASTM A653 GR40 GALV STEEL EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF
O •. OF QZ
en•
TOT. LD. 60 57 PSF
FA><: 407.2999193 TRUSS AND• UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
DRAVINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL O 10 P,• i •••• ` _`
PROFESSIONAL ENGINEERING •ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE
CERTIFICATE OF AITTHonIiAnON 11921E RUITABLITY ANESPONISIBILITYDOFSTHEEBUILDINGMDESGNER. PERNAN ITHISCOPONENTFORAYI/TPI 1-1993USECTIONTICULAR BILDINGI 2.T"E
R C` `_ .
4/SS/Oniei••vk.. \`\
DURYAC.1.25/1.33 I.15 1.15
SPACING 24"
r
CONVENTIONALLY FRAMED VALLEY DETAIL
A) 2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER
B) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3")
C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3")
D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER
COMMON
TRUSSES
AT 24" 0(
NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN
THAT OF VALLEY RAFTER (A).
NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR
VALLEYSUPPORTINGTRUSSBRACINGDETAILS.
RAFTERS
B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10".
RIDGE
B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS ll'-2". RAFTER
FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE.
FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAILS AT 4" OC.
FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC.
TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH
PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR
VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN
FOR THE SUPPORTING TRUSS.
PARTIAL FRAMING PLAN
I WLWIYIVIY 11%V001i1) t1L S.Y VV
3) 16d BOX NAILS, (3) 16d BOX
2) 16d BOX NAILS, TOE -NAILED THRU TOE -NAILED (
2) 16d BOX NAILS,
NAILS, TOE -NAILED
CRIPPLE INTO RIDGE BOARD OE -NAILED
3) 16d BOX NAILS
D) (A)
3) 16d BOX NAILS
RATED (
D) (
A)
C) (
B)
SHEATHING
4'0" TYP. (
B) (3) 16d BOX (
C)
GIRDER
NAILS, TOE -NAILED
2) 16d BOX NAILS, TOE -NAILED (TYPICAL)
SUPPORTING TRUSSES
RATED SHEATHING CONNECTED TO AT 24" OC MAX SPACING
TRUSS TOP CHORDS PER SPECIFICATIONS
3) 16d BOX NAILS, TOE -NAILED THRU
CRIPPLE INTO ' RATED SHEATHING
p1;I;11I111 LrrrTlrrr THIS DRAWING REPLACES DRAWING V105—CONV
WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING. LING, SHIPPING, \\
Nr C LL 30 30 40 PSF REF CONV. VALLEYINSTALLINGANDBRACING. REFER TO HIS-91 (HANDLING INSTALLINGNG AND BRACING), PUBLISHED \\\
BY TPI (TRUSS PLATE INSTITUTE. SB3 D'ONOFRIO DR., SUITE 200, MADISON, V1. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, `r\\v,•'jIFIC/I••. DL 20 15 7 PSF DATE 06/25/99
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL [ ''l1 T ••, GSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT•. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE BC )L 10 10 IO PSF DRWG VALCONVF0699
ROOF TRUSS DIVI910N ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS y
2722SOUTH APoPMABLvo. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, NO.42704 p 13. 0 0 0PSF -ENG MLH/KAR HANDLING, SHIPPING. ,TO AND BRACING OF TRUSSES. DESIGN CONFORMS WITH - APOPNA,
FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE _ * TOT.=LD. 60 55 57 PSF 407-299.1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA s FASTH
A653
GR40 GALVSTEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF AX: 407.299-9153 TRUSS AND, UNLESS OT. STATE OF HERWISE LOCATED ONTHISDESIGN, POSITION CONNECTORS PER-1C.1.25/
1.33 1.151.15 DRAWINGS 160 A-Z. THE SEAL ON THIS BRAVING INDICATES ACCEPTANCE OF PROFESSIONAL O PROFESSIONAL ENGINEERING ENGINEERING
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE ',•. CERTIFICATE or AuTHORI7AT1ON
11321 SUITABILITY AND USE OF THIS OMPONENT FOR ANY PARTICULAR BUILDING IS THE -, ( RHO \ _ CING SEE ABOVE RESPONSIBILITY OF THEBUILDINGDESIGNER. PER ANSI/TPI 1-1995 SECTION 2. a 9 N4 L
TOP CHORD 2X4 y2 OR BETTER
BOT CHORD 2X4 q2 OR BETTER
WEBS 2X4 p3 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 PURLTN SPACING
120 MPH WIND,-ASCE 7-98, CAT 11, EXP. B. ENCLOSED BLDG.,
30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD.
FRONT FACE (E.* ) PLATES MAY BE OFFSET FROM BACK FACE
PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. c oc nn nv,n
EITHER PLATE OPTIONAL
B
LOCATION IS SPLIC B BACCEPTABLEp
B D-SPLICE
B
TYP. B
B
I:
M/
AC
t-lk At C
C
C
JOINT
SPANS UP TO
TYPE
30' 34' 38' 52'
A 2X4 2.5X4 2.5X4 3X5
B 4X6 5X6 5X6 5X6
C 1.5X3 1.5X4 1.5X4 1.5X4
D 5X4 5X5 5X5 5X6
E 4X6 OR 3X6 TRULOX AT 4' OC,
ROTATED VERTICALLY
ATTACH TRULOX PLATES WITH (8) 0.120" X 1.375" NAILS, OR
EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO
BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX
INFORMATION.
WEB BRACING CHART
WEB LENGTH REQUIRED BRACING
0' TO 7'9" NO BRACING
lx4 "P" BRACE. SAME GRADE, SPECIES AS WEB
7'9" TO 10' MEMBER, OR BETTER, AND 80% LENGTH OF WEB
MEMBER. ATTACH WITH 8d NAILS AT 4" OC.
2x4 "T BRACE. SAME GRADE, SPECIES AS WEB
10' TO 14' MEMBER, OR BETTER, AND 80%. LENGTH OF WEB
MEMBER. ATTACH WITH 16d NAILS AT 4" OC.
PIGGYBACK SPECIAL PLATE
ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF
FABRICATION. ATTACH TO SUPPORTING TRUSS WITH
4) 0120- X 1.375" NAILS PER FACE PER PLY. APPLY
PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND
SPACE 4' OC OR LESS.
00 o 0
0
0 0 0
0 0 0 0
00 0
0 0 0
0
0
0
0
2"
0 0
8 1/4"
ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. ;11'.gall " 7J R {YINC REPLACES DRAWINGS 634,018 834,017 k 047,045
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
Ivi. ffqN/ MAX LOADING
i
REF PIGGYBACK
INSTITUTE. 583 D'ONOFRID 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
v [`IFI'C,q T•
v
55 PSF AT DATE 06/25/99
SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING.
v,•
1.33 DUR. FAG. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE L DR4YG PIGBACKB0699
ROOF TRUSS E)IVISION
2722 SOUTH APOPKA BLWG.
ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS' DESIGNI
ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, 1 A ; NO, 42704 50 PSF AT ENG DLJ/KAR HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE
PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED 1 5 DUR. FAC. APOPKA. FL32703BYTHEFOREST2
407.
299-
1522 FAx: 407-
299-9153 AMER CAN
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, STATE OF 47 PSF AT POSITION CONNECT
ORS PER DRAWINGS 160
A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL A••' 1.15
DUR. FAG. PROFESSIONAL ENGINEERING
ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE SUITABILITY
AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE j Ow •• OF AUTNORIUTION 921 RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. j /`-••—, 0 1 O ACING 24.0 r
BOTTOM CHORD FILLER. DETAIL
OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX
SIZES (1X3 WAVE) MAY BE USED 1F 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 1 10 1 9 1 8
SOUTHERN PINE 2966# 1492 1.5" X 3.5 10 9 8 8 7
SOUTHERN PINE NON -DENSE 2520# 1343 1.5" X 3.5 9 8 7 1 7 6
9.5 MAX
3X8 TRULOX "
18"
4 4 U12 TRULOX
MAX
2X8 WEDGE
2) 8D NAILS CUT TO FIT 2X4 VERTICAL OR WEDGE
1miI111IIIII1IT/J) DRAWING REPLACES DRAWINGS A115 A115/R & 884.132
vARNING• TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING.
INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED
BY TPI (TRUSS PLATE INSTITUTE, 503 D'ONOFRIO DR, SUITE 200. MADISON, WI. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,
TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
e / Y?\
f h/ /
Y %"
TC LL PSF
DL PSF
REF BC FILLER
DATE 062599
SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. G (C••• i
ROOF TRUSS DIVISION
IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE
ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
FAILURE
B6 DL 10.0 PSF DRWG BCFILLER0699
2722SOUTH APoPKABLWo. DESIGN' ANY TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING.
SHIPPING NO.42704 ClLL — PSF ENG DLJ/KAR APOPKA.
FL 32703 INSTALLING
AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE
PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE FOREST
PAPER 1'0'g LD. — PSF 407.299,1522 FAX:
407.299-9153 AMERICAN
AND ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF 20GA ASTH
A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS
AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER I '• STATE OF FAC.
1.0/1.15/1.25/1.33 PROFESSIONALENGINEERINGDRAWINGS
160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE of PROFESSIONAL RED
ENGINEERSPONSIBILITYSOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE A
CERTIFICATE
OFALITHORRATIOH A92I SUIT ABILITYING ANUSE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF
THE BUILDING DESIGNOR. PER ANSI/TPI 1-1995 SECTION 2. i'• /C
O_•._ [
no 10 P•_. ACING 24.0" r L
1N
AL
STEPDOWN CORNER SET
TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE
BOT CHORD 2X4 SO. PINE #2 N
WEBS 2X4 SO. PINE #3
HIPJACK TOP CHORD LUMBER GRADE
MAX NORMAL
OVERHANG
LENGTH***
MAX HIPJACK
OVERHANG
LENGTH***
SOFFIT WEIGHT
2 PSF 10 PSF
1-06-00 2-01-07 2 N 2 N
1-09-00 2-05-11 1 #2 2 DENSE OR #1 N
2-00-00 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#
J1•
J3
J5 **
J7
TO
12
6.00
W2X4
r*** i
1 1 3'
I
5•
I
7• l
R=463y. W=3.50-
END AND CORNER JACKS
2' TYF
5'
CORNER SET
SETBACK
3'
7' 0" 0
1'
4
2 HIP OR COMMON TRUSSP
1 HIP TRUSS
J5
1311
J1
J
J1 J3 J5 J7 J7
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
HJ ., (3) 16d TOENAILS
TO12
W2X4
4.24
I
WZX5 I i W3X4
OR
SIMPSON
3/4- -I. THJA26
I 9-10-13 OVER 2 SUPPORTS
R=652/, W-3.50-
VARNING.• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING• SHIPPING,
INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED
BY TPI (TRUSS PLATE INSTITUTE, 593 D•ONOFRIO DR., SUITE 200, MADISON. VI. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
HAVE A PROPERLY ATTACHED RIGID CEILING. S M YTH LUMBER CO.
IMPORTANT•. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE
ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
2722 SOUTH APOPKA BLVo. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING,
APO KA, 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 AUTHORRAIloN N921B SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2.
HIPJACK
W IV.. 11NIV -S7
No. 42704
o'•, STATE OF
I
ALTERNATE LOADING
TCLL 20 PSF
TCDL 20 MAX PSF
BCDL 10 PSF
TOT.LD. 50 MAX PSF
DUR.FAC. 1.25
THIS DRAWING REPLACES
DRAWING HC11795029
LL 30 MAX PSF REF 7' STBK CS
DL 15 MAX PSF DATE 06/25/99
pL 10 PSF DRWG CS7SBK3A0699
LL 0 PSF ENG SJP/KAR
LD. 55 MAX PSF
FAC. 1.33
CING SEE ABOVE
ONAI
CLB WEB BRACE SUBSTITUTION
THIS DETAIL IS TO BE USED IYHEN CONTINUOUS LATERAL BRACING (CLB)
IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB
BRACING METHOD IS DESIRED.
NOTES
THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED
CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB
BRACING.
ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE.
FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE
BRACING.
WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING
SIZE BRACING T OR L-BRACE SCAB BRACE
2X3 OR 2X4 I ROW 2X4 1-2X4
2X3 OR 2X4 2 ROWS 2X6 2-2X4
2X6 1 ROW 2X4 1-2X6
2X6 2 ROWS 2X6 2-2X4(*)
2X8 I ROW 2X6 1-2X8
2X8 2 ROWS 2X6 2-2X6(*)
T-BRACE, L-BRACE AND SCAB BRACE TO BE SANE SPECIES AND GRADE
OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON
ENGINEER'S SEALED DESIGN.
CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH
FACE OF WEB.
T—BRACING
OR
L—BRACING:
APPLY TO EITHER SIDE OF WEB
NARROW FACE
ATTACH WITH 16d NAILS AT 6" O.C.
BRACE IS A MINIMUM 80% OF WEB
MEMBER LENGTH
SCAB BRACING:
T-BRACE
OR
L-BRACE
APPLY SCAB(S) TO WIDE FACE OF WEB.
NO MORE THAN (1) SCAB PER FACE.
ATTACH WITH 10d NAILS AT 6" O.C. SCAB
BRACE IS A MINIMUM 80% OF WEB
MEMBER LENGTH
WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING. SHIPPING,
INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED
BY TPI (TRUSS PLATE INSTITUTE. 593 D'ONOFRIO DR., SUITE 200. MADISON. VI. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,
S MYTH LUMBER CO.
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE
ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
2722 SOUTH APOPKA 13LVD. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING,
A OPKA. FL 32703
HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH
APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE
407.299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA
FAX: 407-299,9153
ASTM A653 GR4D GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF
TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL
PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOVN. THE
CERTIFICATE Or AUTHORtXAT1ON 0921E SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2.
T-BRACE L-BRACE
tiT'."""""""""""4pU THIS DRAWING REPLACES DRAWING 579.640
No. 42704 ;BCILL
STATE
OACING
ITC LL PSF
i
DL PSF
BCI DL PSF
PSF
TO$ LD. PSF
REF CLB SUBST.
DATE 06/25/99
DRWG BRCLBSUB0699
ENG MLH/KAR
NAL