HomeMy WebLinkAbout119 Calabria Springs Cove - BR03-001008 - SFH (A)PERMIT ADDRESS
CONTRACTOR
ADDRESS --) 1
PHONE NUMBER
PROPERTY OWNER
10-C"
PHONE NUMBER
ELECTRICAL CONTRACTOR yi
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR ' F'
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
SUBDIVISION
r _
PERMIT # C-) I (Q % DATE `
PERMIT DESCRIPTION
PERMIT VALUATION
SQUARE FOOTAGE
CERTIFICATE OF OCCUPANCY / COMPLETION
This is to certify that the building located at
119 CALABRIA SPRINGS COVE for
which permit 03-00001008 has heretofore been issued on 2/06/03
has been completed according to plans and specifications filed in the
office of the Building Official prior to nthe issuance of said building
permit, to wit as :::,tn ,.G,. t ,A complies with all the
building, plumbing, electri 1, zoning d subdivision regulations
ordinances of the City of Sanford and with the provisions of these
regulations.
STAFF APPROVAL
DATE
BUILDING:
Finaled-
ZONING:
Inspected
UTILITIES:
Water
Lines In
Meter
Set
Reclaimed
Water
ENGINEERING:
Drainage
Maintenance
Bond
PUBLIC WORKS:
Street
Name
Signs b (4"'L-6
Storm
Sewer
Street
Work
DESCRIPTION
Subdivision Regulations Apply: Yes No
APPRnVAT,
oL' ps
DATE APPROVAL
FIRE:
Inspected
Sewer
Lines In
Sewer
Tap
Street
Paved
IU
Street
Lights
Driveway
FEES PAID
WATER -SEWER IMPACT FEES
01-APPLCTN FEE -ELECTRIC
01-APPLCTN FEE -BUILDING
01-APPLCTN FEE -MECHANIC
01-APPLCTN FEE -PLUMBING
02-ENGNG DEVLPMT FEES
01-FIRE IMPACT - RESIDENT
01-LIBRARY IMPACT FEE
01-OPEN SPACE
DATE AMOUNT
2/21/03
2/06/03
3/19/03
2/14/03
2/06/03
2/06/03
2/06/03
2/06/03
10.00
10.00
10.00
10.00
10.00
59.27
54.00
279.61
PAGE: 2
CERTIFICATE OF OCCUPANCY / COMPLETION
This is to certify that the building located at
119 CALABRIA SPRINGS COVE for
which permit 03-00001008 has heretofore been issued on 2/06/03
has been completed according to plans and specifications filed in the
office of the Building Official prior to the issuance of said building
permit, to wit as complies with all the
building, plumbing, electrical, zoning and subdivision regulations
ordinances of the City of Sanford and with the provisions of these
regulations.
STAFF APPROVAL Subdivision Regulations Apply: Yes No
01-POLICE IMPACT - RESID
01-RADON GAS TAX FEE
01-ROAD IMPACT FEES
01-RECOVERY FD/CERT. PGM.
01-SCHOOL IMPACT FEE
WD IMPACT:SINGLE FAMILY
SD IMPACT:SINGLE FAMILY
2/06/03
2/06/03
2/06/03
2/06/03
2/06/03
2/06/03
2/06/03
91.93
16.69
847.00
16.69
1384.00
650.00
1700.00
a3v
OWNER BUILDING OFFICIAL / DAM
Herx & Associates Inc.
769 Douglas Avenue
Altamonte Springs, Florida 32714
407,788,8808 - 407.788.8762 (fax)
May 23, 2003
City of Sanford Building Division
P.O. Box 1788
Sanford, Florida 32772-1788
RE: Lot 28 Calabria Cove 119 Calabria Springs Cove
To Whom It May Concern,
The finished floor elevation of the structure located at:
119 Calabria Springs Cove, Sanford, Florida
Legal Description:
Lot 28, "Calabria Cove", according to the Plat thereof, as recorded in Plat Book 60
At pages 8 through 10, 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,
Hw'x Associates Inc.
illiam A LS
Associate Vice President
WAH/dd
FEDERAL EMERGENCY MANAGEMENT AGENCY
NATIONAL FLOOD INSURANCE PROGRAM
ELEVATION CERTIFICATE
Read the instructions on pages 1- 7.
SECTION A - PROPERTY OWNER INFORMATION
BEAZER HOMES, INC.
O.M.B. No. 3067-0077
Expires December 31, 2005
For Insurance Company Use:
I Policy Number
BUILDING STREET ADDRESS (including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. I Company NAIC Number I119CALABRIASPRINGSCOVE
CITY STATE ZIP
SANFORD FL 32771
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 28, "CALABRIA COVE" PLAT BOOK 60, PAGES 8-10, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.)
Residential
LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type):
I#' - ## - ##.##' or ##.) NAD 1927 ® NAD 1983 USGS Quad Map ® Other. PLAT
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
61. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME 63. STATE
CITY OF SANFORD / 120294 SEMINOLE Florida
B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S)
NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AD, use depth of tloodiV)
12117C0 E 04/17/95 4.17-95 X 47.0
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9.
FIS Profile Z FIRM Community Determined Other (Describe):
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' Z Finished Constnx ion
A new Elevation Certificate will be required when oonstnuction of the building is complete.
C2. 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 bulking, provide a sketch or photograph.)
C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, ARIA1-A30, ARIAH, AR/AO
Complete Items C3.-a•i below according to the building diagram specified in Item C2. State the datum used. Ifthe datum is different from 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 thedatum conversion.
Datum BFE ConversionlComments
Elevation reference mark used ONSITE TBM Does the elevation reference mark used appear on the FIRM? Yes ® No
o a) Top of bottom floor (including basement or enclosure) 65.0. ft.(m)
o b) Top of next higher floor NA. ft.(m)
o c) Bottom of lowest horizontal structural member (V zones only) NA. ft.(m)
o d) Attachedd garage (top of slab) 64.7. ft.(m)
o e) Lowestelevation of machinery andiorequipment
servicing the building (Describe in a Comments area) 64.4. ft.(m)
o f) Lowest a4acent (finished) grade (LAG) 64.4 . ft.(m)
o g) Highest a4aoent (finished) grade (HAG) 64.4. ft.(m)
o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA
o i) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm)
MAY 1 2 3 3
VniG,u
William A. Herx, PLS
Florida 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.
CERTIFIERS NAME LICENSE NUMBER
William A. Herx PLS 003182
TITLE COMPANY NAME
Registered Land Surveyor Herx & Associates Inc.
ADDRESS CITY STATE ZIP CODE
769 Doug en 14 Altamonte Springs Florida 32714
SIGNATWeq DATE TELEPHONE
r t'tt,J 05.23-2003 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 Insuranos Co npany Use:
BUILDING STREET ADDRESS (Induft Apt., Unit, Suite, ardor Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number
119 CALABRIA SPRINGS COVE
CITY STATE ZIP CODE Company NAIC Number
SANFORD FL 32771
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentloompany, and (3) building owner.
COMMENTS
NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans.
TBM's not verified.
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.
E1. 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 orenclosure) of the building is _ ft.(m) _in.(cm) above or below (dieck one) the highest adjacent grade. (Use
natural grade, if available).
E3. For Building Diagrams 6.8with openings (seepage 7), the next higher floor or elevated floor (elevation b) ofthe 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 ardor 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?
El Yes No Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner orowner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMAAssued or community -
issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and E are correct to the best ofmyknowfedge.
PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME
ADDRESS CITY STATE ZIP CODE
SIGNATURE DATE TELEPHONE
COMMENTS
Check here if attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is aktthorizzedby law or ordinance to administer the community's floodplan management ordinance can complete Sections A, B, C (or E), and G ofthis Elevation
Certificate. Compete the applica;le Rem(s) and sign below.
G1. The information in Section Cwas 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 fora building located in Zone A (without a FEMAAssued or eommunity4ssued BFE) orZone AO.
G3. The following information (Items G4-G9) is provided for community floodplain management purposes.
G8. Elevation of as -built lowest floor (including basement) of the building is: _ft.(m) Datum: _
G9. BFE or (in Zane 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
LINE
L I
L 2
CP. 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
BEARING
N 89°54'57-W
S 89°40'49-E
Map of Survey
KAYWOOD REPLAT
PLAT BOOK 30. PAGES 27 6 26
0.6:1
DISTANCE
60.00'
60.00'
LOT 29
FO 5' 0/5
V Cr> O
C y O
y o
n ko
n`rn
fin n) rri
z
U1
NO
v
v
A 525.37
V
CIL CALABRIA SPRINGS
50 ' R/W) TRACT
PRIVATE ROAD. & UTILITY
CITY OF SANFORD
ADDRESS: 119 CALABRIA SPRINGS COVE
LEGAL DESCRPTION. Lot 28. " CALABRIA COVE -
occoralng to the plot thereof as recorded in Plot Book 60.
at pages 8 - 16 of the Pubic Records of Seminole County. Florida.
FLOOD HAZARD DATA: The Parcel shown hereon kes within Flood Zone Y.
occordng to the Flood klsurance Rate Mop Community Ponel Number1202890040E.Dated 0 4 / 1 7 / 9 5 .
General Notes:
1. This is a BOUNDARY Survey performed in the field on J7 -;?5',15>7J
2. No aerial, surface or subsurface utility installations, underground improvements er
subsurfaceleerial 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 ofrecord whether depicted or not on this document. No search ofthe
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
iron rod with red plastic cap marked 'Witness Corner", unless otherwise noted.
O Denotes P.C.P. (Permanent control point)
Denotes Permanent Reference Monument
Certlflcatlon: Not Valid without the signature and the original raised seal
Of a F100da Ncansed Surveyor and Mapper
This survey meets the rapuirements of the Florid Minimum Technical
StO7"70 ntained in Chapter 61G 17-6 o a Administrative Code.
Item A. Herz, P.L`S. F/o s aced and Suryor No. 3182 Dare@
L. Przemieniecki, P. S.M Registered Surveyor nd Mapper No. 6030 William
R. Herx, P. S. M. Registered Surveyor and Mapper No. 6092 MAY
Harx6AssociatesInc., State of FlordaLB 4937 1-
6'
VINYL FENCE L
I rO.7' FD
5' 0/S LOT
28 A"
GRADING 9.
174 SO, FT. Z
N V C
O
A n
ut _ 1Z 0.
10.0 m o
m rr.3' o LANAI 8.7 1
N m cb15.
3 ' cm TTl
m 0.7 rn;t o
MODEL FP-64 ELEV. -
B 6 D- o
W/ DLX. MSTR. STE. oTWOSTORYRESIDENCEIn FIN. FL. ELEV.:65.0 0
e
O N
1.
3'rTYP.I 0.
19.7' 1.
2' — — LI.O' COVE
F
EASEMENT
LOT
27 429.
09 N
89°40'49"W 954.46' P
REFERENCEDBEARINGSETBACKS:
Front
25' Rear 45' Side
7.5 ' Corner 25' Note:
Bearings shown hereon are referenced to the C/L of
CALABRrA SPRNGS COVE as being N 89' 40' 49-W. Vertical
datum is based on NGVD per Engineering constructionplansbyBurkettEnglneering, hc. ProjectNo. 9709-3 Legend
Temporary
Benchmark O/S Offset assumed
datum) 0 R B. Official Records Book BOW
Back or sidewalk FBI Plat Book C/
L Centerline PC Point of Curvature d
Central or (Delta) Angle PCC. Point of Compound Curvature CALC
Calculated RCP`. CP .. Permanent Control Point CB
Chord Bearing PG. Page CD
Chord P.R. M_ Permanent Reference Monument C.
M Concrete Monument P/L Property Line EL.
or ELEV Elevation P O B. Point of Beginning FINAL
EL. Elevation (Measured) l .0. C. Point of Commencement FD.
Found P.I. Point of Intersection Fin.
Ft Elev, Finished Floor Elevation PRC. Pant of Reverse Curvature I
PIron P PePT Point of Tangency I.
R. Iron Rod R Radius L
Arc Length RAD Radial Line LB
Licensed Business S. RRESden sidenResidenceceLS
Land Surveyor R -Way Measured
TBM Temporary Benchmark NIDMeeNailandDiskTYP. Typical N.
R. Not Radial r/ Fence symbol (see drawing) X—
X- Fence symbol (see drawing) CERTIFIED
TO, PAUL
d JACKIE BENJAMIN BEAZER
MORTGAGE CORPORATION HOMEBUILDERS
TITLE SERVICES. INC. LAWYERS
TITLE INSURANCE CORPORATION Drown
by: CM Checked
by: OP Prepared
For: BEAZER Job
Number: 01-005.02 Scale :
1 30' Plot
plon performed: 01-06-03 Foundation
Surrey: 02-25-03 Final
Survey: 05.22-03 Revisions .
i
CITY OF SANFORID MECHANICAL PERMIT APPLICATION
Permit Number.- o co:) Dater
The undersigned hereby applies for a permit to install the following equipment:
i
Owner's Name:
f&.
Address of Job:
Mechanical Contractor:
Residential Non -Residential
Amount
Nature of Work
fl/ -
Job Valuation:
Application Fee: 510.00
TOTAL DUE:
By signing this application. I am stating that I am in compliance with City of Sanford
Mechanical Code.
Applicant Signature
K - C0 '_ 4
State License Number
N
CITY OF SANFORD ELECTRICAL PERMIT APPLICATION
Permit Number: 0. >-10() Date:
The undersigned
thereby applies for a permit to install the following electrical:
Owner's Name: &AZe r A11r' , 3
Address of Job: k J
Electrical Contractor: ( ' I 1 (
Residential: V Non -Residential:
Number I Amount
Addition, Alteration, Repair Residential & Non -Residential)
New Re idential:
AMP Service
New Commercial:
AMP Service
Change of Service:
From AMP Service to AMP Service
Manufactured Building
Other:
Description of Work:
47i ,_ _
PdLs
Application Fee: $10.00
TOTAL DUE:
By Signing this application I am staling that I am in compliance with City of Sanford Electrical Code.
Applicant's Signature
an)a5o 9
State License Number
CITY OF SANFORD PLUMBING PERMIT APPLICATION
Permit Number. D3 - 1 C08 . Date: fr b. !:5• ao
The undersigned hereby applies for a permit to install the following plumbing:
Owner's Name: e tY 1
Address of Job: I M k_ DV I
Plumbing Contractor:
Residential: Non -Residential:
Number Amount
Addition, Alteration, Repair Residential & Non -Residential)
New Residential:
One Water Closet Saw
Additional Water Closet
Commercial: Minimum Permit Fee $25.00
Fixtures, Floor Drain, Trap
Sewer Piping
Water Piping
Gas Piping
Manufactured Building
Description of Work:
Application Fee: 10.00
TOTAL DUE:
By Signing this application I am stating that I am in compliance with City of Sanford
Applicant'XSig
State License Number
off CITY OF SANFORD PERMIT APPLICATION _.
Date: ` •
Job Address: VI - - - -
Permit Type: V BuildingElectrical r....'
DescriptionofWork: F R, Plumbing
Fire Alarm/Sprinkler Additional
Information for Electrical & Plumbing Permits Electrical: —
Addition/Alteration _Change of Service Temporary Pole —New AMP Service (# of AMPS ) Plumbing/
Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/
Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy
Type: V Residential Commercial i Industrial Total Sq Ftg: Value of Work: $ 15D Type
of Construction: 171KJCKU Flood Zone: Number of Stories: Number of Dwelling Units: i a Parcel
No.: 3a - 1C1 60 (Attach Proof of Ownership & Legal Description) e Owner/
Address/Phone:jecfflr' y -,Onfie,_ Contractor/
Address/Phone: N-C,r lo.YS .1. tv Y i Sk r zr.c rate 1 c, rnvn4 r,
c,..1 . t}-33q- }l \ State License Number: Cam, rs,
x ContactPerson: r% Phone & Fax Number: ? _ q [ - t b "y 461 - 9CIS -18 j Q, Title
Holder (If other than Owner): Address:
1-1 1IN, Bonding
Company: Address:
Mortgage
Lender: Address:
Architect/
Engineer a ,Ay-V cx.rj- C•1_ rIno - Phone No.:, 4-461' Address:
7>o --Bo K t cc> (3 N l r 1` C. 5Q'71 Fax No.: 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 alllaws 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 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 thispermit, 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 theproperty of the requirements of Florida Lien Law, FS 713. Signature
of 0,wnertAgentDate Signature o Con actor/Ag(entDate T-
A a 6 n + Print
nt's Name Prin /Agent's Name Si
otary-State of Florida Date Si f ota -State of Florida Date Owner/
Agent is Personal( Known to Me or Contractor/Agent en [-" Ygtis Personally Known to Me or Produced
ID Produced ID APPLICATION
APPROVED BY: e" /`'. "t Date: Special
Conditions:
CITY OF SANFORD
ENGINEERING PERMIT
PERMIT No
this permit slrall'autlrorite work to be done in (lie City of Sanford based on (lie approved construction Plans andtheinformationprovidedbelow:
Right -of Way Utilization .................. O Driveway.................
Applicant Namc" Z„,e„- 1-jrne% ,rv Firm:
Address: 5 N. e%A r-, Phone: 3 q— (Day) (Night)
Project location'or Address: q
Title of Approved Oovelopment flans:
Schedule of Work: From To
Approval Oata:
Emergency 1lopairs....... 0
Proposed Activity:
Driveway Installation....... Aerial Utilities ....... 0 Underground Utilities ....... 0BoreandJack ....... 0 0p Cutting of Roadway ....... 0 Sidewalk Installation ....... 0Other....... 0
Specific Description:
1 .................. ....... ...................... •..............................
Excavation Information: Total Length (FT) Number of Open Roadway Cuts
Aerial Information: Len th F (Existing) (New)
It is understood and agreed that tire rights and privileges herein set out ate granted only to the extent of the CityofSanford's jurisdiction and the right, title, or interest in lire land to be entered and'used by (lie permittee. Thepermitteeshallatalltimesassureallrisksofandindemnity, defend, save harmless the City of Sanford from andagainstaliloss, cost, damage, or expense arising in any manner on account of tine permit request by said permitteeoftheforesaidrightsandprivileges.
In the event of any future construction of roadways, utilities, stormwater facilities,or any general maintenanceactivitiesbytheCitybecomesinconflictwiththeabovepermittedactivity, the permittee shall removo and/or
relocate as necessary at no cost to the City of Sanford, insofar as such facilities are within the public dght•of• way. 'CALL THE PUBLIC WORKS DEPT. AT 330.5681 TO SCHEDULE A PRE -POUR INSPECTION
APPLICANT SIGNATURE: DATE.- .. . . . . . { { { { { { ......{{{
Reviewed: Public Works Oate
Utilities _._... . Date
API'ROvf:O f.ngincaring Ual!. I I I ld_*.---
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
PARCEL DETAIL 1 r 4 4<1 13>
S 'Y
VmS-tBa}IV" Vr},i4n9 t-
Itat K. Hrad, d
Sanford Ft. 32771
407-665-7506 2003
WORKING VALUE SUMMARY Value
Method: Market GENERAL
Number
of Buildings: 0 Parcel
Id: 32-19-30-5LY-0000-0280 Tax District: S1-SANFORD Bldg
Value: $0 DepreciatedOwner:
BEAZER HOMES CORP Exemptions: Depreciated
EXFT Value: $0 Address:
215 N WESTMONTE DR Land Value : $27,7 0 City,
State,ZipCode: ALTAMONTE SPRINGS FL 32714 Land Vaaluegue Ag: $$0 Property
Address: Just/Market Value: $27,700 Subdivision
Name: CALABRIA COVE Assessed
Value (SOH): $27,700 Dor:
00-VACANT RESIDENTIAL Exempt Value: $0 Taxable
Value: $27,700 SALES
2002 VALUE SUMMARY Deed
Date Book Page Amount Vaclimp 2002 Tax Bill Amount: $586 Find
Comparable Sales within this Subdivision 2002 Taxable Value: $27,700 LAND
LEGAL DESCRIPTION PLAT Land
Assess Method Frontage Depth Land Units Unit Price Land Value LOT 28 CALABRIA COVE PB 60 PGS 8 THRU 10 LOT
0 0 1.000 27,700.00 $27,700 OTE:
Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax u
ses. http: //
www. scpafl.orglpls/weblre_web. seminole_County_title?PARCEL=3219305LY0000028... 1/20/03
Permit Number:
Prepared By Amy Condon, BEAZER HOMES
and 215 N. Westmonte Drive
Return To: Altamonte Springs, FL 32714
NOTICE OF COMMENCEMENT.
State of Florida
County of Seminole
MARYANNE MORSE, CLERK OF CIRCUIT COURT
SEMINOLE COUNTY
SK O4683 PG 1179
CLERK'S # 2003015512
RECORDED 01/28/2003 01t29t14 PM
RECORDING FEES 6.00
RECORDED BY L McKinley
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.
P)
3
Description of property:
Lot Number D____
Legal Description Calabria Cove, according to the plat thereof, as recorded in Plat Book
60 pages 8 - 10, of the public records of Seminole County, Florida.
Street Address 11 ct C--t I o- b L oL J c2 r
General description of improvements:
New single family residence
Owner Information: Name Beazer Homes
Address 215 N. Westmonte Drive
Altamonte Springs, FL 32714
Tel. Number 407-339-4114
4. Fee Simple TitleHolder: N/A
5. Contractor: Name Marcus L. Watters, Jr.
Address 215 N. Westmonte Drive
Altamonte Springs, FL 32714
Tel. Number 407-339-4114
6. Surety: N/A
7. Lender: N/A
CER'TI~FIED COPY
14 ARYANNE MORSE
CLL K OF CIR91U1T COURT
yyS . tFLORIOA
Qs
D Pl?Ty r.l FR
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
in713.13(1)(b), Florida Statutes. N.A.
10. Expiration date of notice of commencement: One year from the dates of recording.
Date Sign : 1 -Qb,-03 Signature of Owner's Agent, Amy Condon: Lbw
Sworn Iscribed before me this c&COV' day of 7a.-I o200,3By Amy .ondon, who is
Ders v nto me.
Notary Seal:
D. D. A. CLAIR
iARY o My Com P. 6/27/03
w nuauC r No. CC 850099
enonaly Known 11 Other I.D.
LIMITED POWER OF ATTORNEY
DATE: k C
I HEREBY NAME AND APPOINT: ANGELO SANTIAGO and AMY CONDON
EACH AN AGENT OF: BEAZER HOMES
TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO
THE BUILDING DEPARTMENT OF:
FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED AT
LOT NUMBER:
SUBDIVISION: G La1, V- ; o.,
ADDRESS:
AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY
TO THIS APPOINTMENT.
MARCUS L. WATTERS, JR.
NAME OF CONTRACTOR.)
SIGNATURE OF CONT84 TOR.)
STATE CERT. # CBC 053044
CONTRACTOR'S STATE REGISTRATION NUMBER.)
The foregoing instrument was acknowledged before me this:
DATE: 1—,. - ()
BY: MARCUS L. WATTERS, JR.
Who is personally known to me and did not take an oath.
STATE OF FLORIDA
D. A. CLARK
7 ;'API My Comm ,p. 6/27/03
o. CC 850099
nwaly Mown i ! OMer I.D.
NOTARY SEAL.
Herx & Associates Inc.
L a n d S u r v e y i n g
769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808
Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping
LINE BEARING
L I N 89°54'57-W
L 2 S 89°40'49-E
Map of Survey
KAYWOOD REPLAT
PLAT BOOK 30. PAGES 27 A 28
LI
DISTANCE
60.00'
60.00'
LOT 29
FLOOR SLAB ELEVATION
MUST BE 16" ABOVE CROWN
OF ADJACENT ROAD UNLESS
OTHERWISE APPROVED
Vt
N)
LOT 28
A- GRADING
9.174 50. FT.
11.3' o LANAI 8.7
1 ,
0
15.3'
0.7•
MODEL FP-64
ELEV. -B A D-
W7 DLX. MSTR. STE.
TWO STORY RESIDENCE
FIN. FL. ELEV.:65.0
V
v IJ .'IXTYV.1 10. 19.
7' 40'W
0 60'
D 20.3'
0 0
0
LOT
27
L2 0
0
525.37 _ - _
N 429.
09 -
P.C.
P. CIL CALABR
I A SPRINGS COVE N 69040'49-W 954.46' P. C. P. 50' R/
W) TRACT F REFERENCED BEARING PRIVATE ROAD.
d UTILITY EASEMENT CITY OF
SANFORD SETBACKS: ADDRESS:
119
CALABR I A SPRINGS COVE Front 25' Reor 45' LEGAL DESCRPTION.'
Lot 28. - CALABRIA COVE ' Side 7.5 'Corner 25' occorc6g to
the plot thereof as recorded In Plot Book 60. of pages
8 - 10 of the Pubic Records of Seminole County. Florida. Note: Beari1nngqs shown hereon are referenced P tothe C/L of CA"
SPRNGS COVE as being N 69° 40' 49-W. FLOOD HAZARD
DATA: The Parcel shown hereon bes Within Flood Zone X. Vertical daturn is based on NGVD per Engineering according to
the Flood Insurance Rote Mop Community Panel Number construction plans by Birkett Engineering. Inc. 120289 0040E.
Doted 04/17/95. Project No. 9709-31. General Notes:
Proposed Legend®
Temporary
Benchmark
o offset I. This
is a BOUNDARY Survey performed in the field on m assumed dammAO.R.B. Official Records Book 2. No
aerial, surface or subsurface utility installations, underground improvements or BOW Beck sidewalk PB PC Plat
Book
subsurface/aerial
encroachments, N any, were located. y C - Centedine PCC. Point of
Curvature Pointof
Compound Curvature 3. Buildingtiesshownaretotheexteriorunfinishedfoundationsurfaceorformboard. nCentral or (Delta) Angle P.C.P. Permanent Control Point 4. Elevations
shown hereon, If any, are assumed and were obtained from approved CALC Calculated PG. Paps Construction any
plans providedby the Client unless otherwise noted, and are shown CB CD Chord
Bearing
Chord P.
R.M Permanent Reference Monument only to
depict the proposed or actual difference In elevation relative to the assumed C.M. Concrete Monument PiL Property Propy unetemporaryBenchmark shown
hereon. EL. or ELEV Elevation P.O B. P.O.C.
Point of Beginning
Point of Commencement
5. The parcelshownhereonIssubjecttoalleasements, reservations, restrictions, and FINAL EL. Elevation (Measured) P.I. Point of Intersection Rights -of -wayofrecordwhetherdepictedornotonthisdocument. No search of the FD. Fin.Fl. Elev.
Found Finished Floor
Elevation
PRC. Pant or Reverse Curvature PublicRecords has
been made by this Office. P. Iron Pipe PT. Pant of Tangency 6. The legal
description shown hereon IS as furnished lShed by client. I.R. Iron Rod n Radius 7.
Platted and
measured d)stancws and directions Are the same unless otherwise noted. L Arc Length RAD Radial Line Denotes di' Iron
rod with yellow plastic cap marked LB4937 or LS3182, or LB Licensed Business RES Residence 34* iron rod
with red plastic cap marked 'Witness Cornar , unless otherwise noted. LS. Lend Surveyor Rrw TBM Right -or -
way
Temporary Benchmark 0
Denotes P.C.P. (Permanent control,00int) Mee Measured TYP. Typical Denotes Permanent Reference
Monumen; WD(N&D) N.R. Nail
and Disk
Not Radial 11-
11_ Ferias symbol (see drawing) X—X- Fence
symbol (see drawing) Certification: Not valid
without the signature and the original raised seal Dr o s n b CM or • Florida licensedSurveyorandMapperYThissurveymeets
the regukemena Minimum Technical Checked b y : OP rdsas contained
In Ch r a1G17-a bride Administrative Code. Pr ep o r • d For : BEAZER Sketch of LegolDescriptionJobNumbor: 01-005-02 This is not
o Survey Scale : -- 30' OJ Plot planperformed: 01-06-OJ I s . Herx,
P.L.S. Fknida Rep/stared rid Surveyor No. 3192 F o u ndt i o n Survey: Deraa L. Paemisnksckl, P.S. M. Rapist urveyor and Mapper No. 6030 Final Survey: Wilfiam R. Ham,
P.S.M. Registered Su r and Mapper No. ti092 Revisions Herx 6 Assoclates
Inc., State of Flodda L 4937
k
I1`
FORM 60OA-2001
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: Wekiva w gape room Builder: BEAZER HOMES
Address: \ q Q_ak o4-1_'_ . t , r Permitting Office:(2,LX, C bCity, State: V Permit Number: b
Owner: Jurisdiction Number:
Climate Zone: Central
1. New construction or existing New _ 12. Cooling systems
2. Single family or multi -family Single family _ a. Central Unit Cap: 48.0 kBtu/hr _
3. Number of units, if multi -family 1 _ SEER: 12.00 _
4. Number of Bedrooms 5 _ b. N/A
5. Is this a worst case? Yes _
6. Conditioned floor area (fl') 2739 ft' c. N/A
7. Glass area & type
a. Clear - single pane 369.0 ft' _ 13. Heating systems
b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 48.0 kBtu/hr
c. Tint/other SHGC - single pane 0.0 ft, _ HSPF: 8.00 _
d Tint/other SHGC - double pane 0.0 ft' b. N/A
8. Floor types
a. Slab -On -Grade Edge Insulation R=0.0, 172.0(p) ft _ c. N/A
b. N/A
c. N/A 14. Hot water systems
9. Wall types a. Electric Resistance Cap: 50.0 gallons _
a. Concrete, Int Insul, Exterior R=3.0, 1153.E ft' _ EF: 0.86 _
b. Frame, Wood, Exterior R=11.0, 1020.0 ft' _ b. N/A
c. Frame, Wood, Adjacent R=11.0, 244.0 ft'
d N/A c. Conservation credits
e. N/A HR-Heat recovery, Solar
10. Ceiling types DHP-Dedicated heat pump)
a. Under Attic R=19.0, 2502.0 ft' _ 15. HVAC credits PT, _
b. N/A CF-Ceiling fan, CV -Cross ventilation,
c. N/A HF-Whole house fan,
11. Ducts PT-Progtammable Thermostat,
a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling,
b. N/A MZ-H-Multizone heating)
Glass/Floor Area: 0.13 Total as -built points: 37597 PASSTotalbasepoints:42139
I hereby certify that the plans and specifications covered
by this calculation are in compliance with the Florida
Energy Code. '
PREPARED BY: _-_
DATE:
I hereby certify that this building, as designed, is in
compliance with the Florida Energy Code.
OWNER/AGENT:___
DATE:=r---------
Review of the plans and
specifications covered by this
calculation indicates compliance
with the Florida Energy Code.
Before construction is completed
this building will be inspected for
compliance with Section 553.908
Florida Statutes.
BUILDING OFFICIAL:
DATE:
EnergyGauge® (Version: FLRCSB v3.2)
o IxE sr9T`
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 Ornt Len Hgt Area X SPM X SOF = Points
18 2739.0 25.78 12710.1 Single, Clear W 1.0 7.0 32.0 53.47 0.98 1683.0
Single, Clear N 1.0 16.0 23.0 27.96 1.00 640.6
Single, Clear N 1.0 7.0 23.0 27.96 0.99 633.5
Single, Clear E 1.0 7.0 23.0 59.31 0.98 1341.4
Single, Clear S 28.0 6.0 23.0 44.66 0.48 488.1
Single, Clear E 8.0 8.0 60.0 59.31 0.53 1885.9
Single, Clear E 8.0 8.0 40.0 59.31 0.53 1257.3
Single, Clear S 1.0 7.0 16.0 44.66 0.97 693.5
Single, Clear W 1.0 4.8 11.0 53.47 0.94 554.6
Single, Clear W 1.0 6.0 30.0 53.47 0.97 1553.7
Single, Clear E 1.0 6.0 15.0 59.31 0.97 861.8
Single, Clear E 1.0 5.0 32.0 59.31 0.95 1803.6
Single, Clear E 1.0 6.0 15.0 59.31 0.97 861.8
Single, Clear S 1.0 6.0 15.0 44.66 0.94 632.4
Single, Clear W 1.0 4.8 11.0 53.47 0.94 554.6
As -Built Total: 369.0 15446.0
WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points
Adjacent 244.0 0.70 170.8 Concrete, Int Insul, Exterior 3.0 1153.6 1.40 1615.0
Exterior 2173.6 1.90 4129.8 Frame, Wood, Exterior 11.0 1020.0 1.90 1938.0
Frame, Wood, Adjacent 11.0 244.0 0.70 170.8
Base Total: 2417.6 4300.6 As -Built Total: 2417.6 3723.8
DOOR TYPES Area X BSPM Points Type Area X SPM Points
Adjacent 18.0 1.60 28.8 Exterior Wood 40.0 7.20 288.0
Exterior 40.0 4.80 192.0 Adjacent Wood 18.0 2.40 43.2
Base Total: 58.0 220.8 As -Built Total: 58.0 331.2
CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points
Under Attic 2502.0 2.13 5329.3 Under Attic 19.0 2502.0 2.82 X 1.00 7055.6
Base Total: 2502.0 5329.3 As -Built Total: 2502.0 7055.6
FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points
Slab 172.0(p) 31.8 5469.6 Slab -On -Grade Edge Insulation 0.0 172.0(p 31.90 5486.8
Raised 0.0 0.00 0.0
Base Total: 5469.E As -Built Total: 172.0 5486.8
EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2
FORM 60OA-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
INFILTRATION Area X BSPM = Points Area X SPM Points
2739.0 14.31 39195.1 2739.0 14.31 39195.1
Summer Base Points: 56286.2 Summer As -Built Points: 60265.0
Total Summer
Points
X System =
Multiplier
Cooling
Points
Total X
Component
Cap
Ratio
X Duct X System X
Multiplier Multiplier
DM x DSM x AHU)
Credit
Multiplier
Cooling
Points
56286.2 0.4266 24011.7
60265.0160265.0
1.000
1.00
1.087 x 1.150 x 0.90) 0.284
1.125 0.284
0.950
0.950
18303.4
18303.4
EnergyGaugeTM DCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FLRCSB v3.2
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
GLASS TYPES
18 X Conditioned X BWPM = Points Overhang
Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Points
18 2739.0 5.86 2889.1 Single, Clear W 1.0 7.0 32.0 10.74 1.00 343.9
Single, Clear N 1.0 16.0 23.0 12.32 1.00 283.2
Single, Clear N 1.0 7.0 23.0 12.32 1.00 282.9
Single, Clear E 1.0 7.0 23.0 9.96 1.01 230.6
Single, Clear S 28.0 6.0 23.0 7.73 2.29 407.3
Single, Clear E 8.0 8.0 60.0 9.96 1.16 695.3
Single, Clear E 8.0 8.0 40.0 9.96 1.16 463.5
Single, Clear S 1.0 7.0 16.0 7.73 1,00 123.7
Single, Clear W 1.0 4.8 11.0 10.74 1,01 118.9
Single, Clear W 1.0 6.0 30.0 10.74 1.00 323.1
Single, Clear E 1.0 6.0 15.0 9.96 1.01 150.8
Single, Clear E 1.0 5.0 32.0 9.96 1.01 322.7
Single, Clear E 1.0 6.0 15.0 9.96 1.01 150.8
Single, Clear S 1.0 6.0 15.0 7.73 1.01 116.9
Single, Clear W 1.0 4.8 11.0 10.74 1.01 118.9
As -Built Total: 369.0 4132.4
WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points
Adjacent 244.0 1.80 439.2 Concrete, Int Insul, Exterior 3.0 1153.6 3.80 4383.7
Exterior 2173.6 2.00 4347.2 Frame, Wood, Exterior 11.0 1020.0 2.00 2040.0
Frame, Wood, Adjacent 11.0 244.0 1.80 439.2
Base Total: 2417.6 4786.4 As -Built Total: 2417.6 6862.9
DOOR TYPES Area X BWPM Points Type Area X WPM Points
Adjacent 18.0 4.00 72.0 Exterior Wood 40.0 7.60 304.0
Exterior 40.0 5.10 204.0 Adjacent Wood 18.0 5.90 106.2
Base Total: 58.0 276.0 As -Built Total: 58.0 410.2
CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points
Under Attic 2502.0 0.64 1601.3 Under Attic 19.0 2502.0 0.87 X 1.00 2176.7
Base Total: 2502.0 1601.3 As -Built Total: 2502.0 2176.7
FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points
Slab 172.0(p) 1.9 326.8 Slab -On -Grade Edge Insulation 0.0 172.0(p 2.50 430.0
Raised 0.0 0.00 0.0
Base Total: 326.8 As -Built Total: 172.0 430.0
EnergyGauge® DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS:... PERMIT #:
BASE AS -BUILT
INFILTRATION Area X BWPM Points Area X WPM Points
2739.0 -0.28 766.9 2739.0 0.28 766.9
Winter Base Points: 8459.1 Winter As -Built Points: 13245.3
Total Winter X
Points
System -
Multiplier
Heating
Points
Total X
Component
Cap
Ratio
X Duct X System X
Multiplier Multiplier
DM x DSM x AHU)
Credit
Multiplier
Heating
Points
8459.1 0.6274 5307.2
13245.3113245.3
1.000
1.00
1.078 x 1.160 x 0.92) 0.427
1.150 0.427
0.950
0.950
6175.8
6175.8
EnergyGaugeT"" DCA Form 60OA-2001 EnergyGauge&FIaRES'2001 FLRCSB v3.2
FORM 60OA-2001
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
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
5 2564.00 12820.0 50.0 0.86 5 1.00 2623.63 1.00 13118.1
As -Built Total: 13118.1
CODE COMPLIANCE STATUS
BASE AS -BUILT
Cooling + Heating +
Points Points
Hot Water
Points
Total
Points
Cooling
Points
Heating + Hot Water = Total
Points Points Points
24012 5307 12820 42139 1 18303 6176 13118 37597
PASS EnergyGauge'"'
DCA Form 60OA-2001 EnergyGauge@/FIaRE52001 FLRCSB v3.2
FORM 60OA-2001
I
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS SECTION RE UIREMENTS FOR EACH PRACTICE CHECK
Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area.
Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa
foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility
penetrations; between wall panels & top/bottom plates; between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends
from and is sealed to the foundation to the top plate.
Floors 606.1.ABC.1.2.2 Penetrationstopenings >1/8" sealed unless backed by truss or joint members.
EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed
to the perimeter, penetrations and seams.
Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chas
soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat
attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is
installed that is sealed at the perimeter, at penetrations and seams.
Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a
sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from
conditioned space, tested.
ulti-sto Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavil between floors.
AdditionalInfiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP
have combustion air.
6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.)
COMPONENTS SECTION REQUIREMENTS CHECK
Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit
breaker electric or cutoff as must be provided. External or built-in heat trap required.
Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools
must have a pump timer. Gas spa & pool heaters must have a minimum thermal
efficient of 78%.
Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG.
Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically
attached, sealed, insulated, and installed in accordance with the criteria of Section 610.
Ducts in unconditioned attics: R-6 min. insulation.
HVAC Controls 607.1 1 Separate readily accessible manual or automatic thermostat for each system.
Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides.
Common ceiling & floors R-11.
EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 85.3
The higher the score, the more efficient the home.
1. New construction or existing New _ 12. Cooling systems
2. Single family or multi -family Single family _ a. Central Unit Cap: 48.0 kBtu/hr _
3. Number of units, if multi -family 1 _ SEER: 12.00 _
4. Number of Bedrooms 5 _ b. N/A
5. Is this a worst case? Yes
6. Conditioned floor area (fl') 2739 ft' c. N/A
7. Glass area & type
a. Clear - single pane 369.0 ft' _ 13. Heating systems
b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 48.0 kBtu/hr _
c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 8.00 -
d Tint/other SHGC - double pane 0.0 ft' b. N/A v
8. Floor types
a. Slab -On -Grade Edge Insulation R=0.0, 172.0(p) ft c. N/A
b. N/A
c. N/A 14. Hot water systems
9. Wall types a. Electric Resistance Cap: 50.0 gallons _
a. Concrete, Int Insul, Exterior R=3.0, 1153.6 ft' _ EF: 0.86 _
b. Frame, Wood, Exterior R=11.0, 1020.0 ft' _ b. N/A
c. Frame, Wood, Adjacent R=11.0, 244.0 ft' _
d N/A c. Conservation credits
e. N/A HR-Heat recovery, Solar
10. Ceiling types DHP-Dedicated heat pump)
a. Under Attic R=19.0, 2 502. 0 ft' _ 15. HVAC credits PT,
b. N/A CF-Ceiling fan, CV -Cross ventilation,
c. N/A HF-Whole house fan,
11. Ducts PT -Programmable Thermostat,
a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 It _ RB-Attic radiant barrier,
b. N/A MZ-C-Multizone cooling,
MZ-H-Multizone heating)
I certify that this home has complied with the Florida Energy Efficiency Code For Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature:
Address of New Home:
Date:
City/FL Zip:
NOTE: The home's estimated energy performance score is only available through the FLARES computer program.
This is_LLQj a Building Energy Rating. /fyour score is 80 or greater (or 86for a US EPA/DOE EnergyStarn"designation),
your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating.
Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf.edu for
information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction,
contact the Department of'Community Affairs at 8501487-1824.
EnergyGauge® (Version: FLRCSB v3.2)
i
RIGHT-J LOAD AND EQUIPMENT SUMMARY
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: 2739 4.20.00
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
Project• •
For. EEAZB2 F CNES
gameo
revO5.06.02
tc
Design Information
Weather. OrlandqAP, FL, U5
Winter Design Conditions
Outside db 38 'F
Inside db 70 °F
Design TD 32 °F
Heating Summary
Budding heat loss 45158 Btuh
Ventilation air 0 Cfm
Ventilation
Desgn
airrbadd 45158
loss 0
Infiltration
Method Simpdfied
F"
quality Average
Area W
Heating Cooling
2739
Volume (W) 24300 24300
Air ch)
2B3 162Equiv. A
Heating Equipment Summary
Make TRME
Trade
Efficiency
Heating irlput
Heating oLOA
temp riseActualwtingfan
Heating air flow factor
Space tlermostat
VAIA, _:9
0 Bl In @ 47-F
156 f
0.035 c1m/Btuh
Summer Design Conditions
Outside db 93 °F
Inside db 75 'F
Design TD 18 °F
Daly range M
Relative humidity 50 %
Moisture drfference 43 grAb
Sensible Cooling Equipment Load Sizing
Structure 34092 Btuh
Ventilation 1485 Btuh
Design temWature swing 3.0 °F
Use mdg. data n
Ratelmling multipder 0.98
Total seas. equip. bad 34865 Btuh
Latent Cooling Equipment Load Sizing
Internal gains 1840 Btuh
Ventilation 2212 Btuh
Infiltration 4777 Btuh
Total latent equp. bad 8829 Bhah
Req.q. Wcapa* at 0.70% SHR 4bad .
2
tot Cooling
Equipment Summary Mahe
TWE Trade
Efficiency
102 EER Sensible
cooing 32900 Bbuh Latent
coding 14100 Btuh Toni
cooing 47000 BtL1 Actual
coding fan 1567 cfm Coding
air flow factor 0.046 chyBUh Load
sensible heat ratio 80 % Boldlitalic
values have been manually overridden Printout
certified by ACCA to meet all requher rents of Manual J 7th Ed. wre(
jhtsoft Right -Suite Residential- 5.5.06 RSR26014 E:\
Files\Beazer 2002\Wekiva wgmrm\Wekiva wgmrm.rsr 2002-
May-06 10:13:31 Page
1
RIGHT-J CALCULATION PROCEDURES A, B, C, D
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: 2739 4.20.00
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831.2665
Procedure A - Winter Infiltration HTM Calculation*
1. Winter hfiltration AVF
0.70 ach x 24300 ft3 x 0.0167 = 283 cfm
71 7 ttu 1177_ 1 97-
1.1 x 283 cfm x 32 °F V*Inr TD = 9979 Btuh
3. Wrier h2ration HTM
9979 Btuh / 427 ft2 Total window = 23.4 Btuh/ft
and door area
Procedure B - Summer Infiltration HTM Calculation
1. Summer infiltration AVF
0.40 ach x 24300 ft3 x 0.0167
2 Summer i>filti-ation bad
1.1 x 162 cfm x 18 °F Su ww TD =
3. Summer rdil ation HTM
320E Btuh / 427 ft2 Total window =
and door area
162 cfm
3208 Bbuh
7.5 BtuhMt2
Procedure C - Latent Infiltration Gain
0.68 x43 gr/lb moistdiff. x 162 cfm = 4777 Btrb
rroceaure u - ttquipment sizing Loaas
1. Sensble Sizing bad
Sertsble ve lotion bad
1.1 x 75 cfm vent x 18 °F StmrnerTD = 1485 Btuh
Serrsible load for star Lire (Line 19) + 34092 Btuh
Sum of verdation and strudwe bads = 35577 Btuh
Rating and temperature swing multiplier x 0.98
Equiprrw t sizing bad - sensble = 34865 Btuh
2 Latent song bad
Latent ventilation bad
0.68 x 75 cfm vent x 43 gr/Ib moist.diff. = 2212 Btuh
Inbw-d bads = 230 Btuh x 8 people + 1840 Btuh
InfiBration bad from Prooedure C + 4777 Btuh
Equipment sag bad - latent = 8829 BtLih
Conshrlion Quality is: a No. of Fireplaces is: 0
Soldlilalic values have been manually overridden
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
wrightsoft Right -Suite Residential- 5.5.06 RSR26014
E:\Files\Beazer 20021Wekiva wgmrm%Wekiva wgmrm.rsr
2002-May-06 10:13:31
Page 1
RIGHT-J WINDOW DATA
DEL AIR HEATING,AIR CONDITIONING,R
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
Job: 2739 4.20.00
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/STAIRWAY/PWD
LIV/DIN
a n e a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 54.4 32.0 0.0
a n s a c n 0 d 1 1 90 1.0 1.0 11.0 5.0 30.4 23.0 0.0
KIT
BRKFST
a n S a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 30.4 23.0 15.6
a n w a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 54.4 23.0 0.0
a n n a c n 0 d 1 1 90 1.0 28.0 1.0 5.0 20.4 23.0 0.0
FAM
b n w a c n 0 d 1 1 90 1.0 8.0 1.0 7.0 54.4 60.0 48.3
BR3
b n w a c n 0 d 1 1 90 1.0 8.0 1.0 7.0 54.4 40.0 32.2
BTH2
BR2
a n n a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 20.4 16.0 0.0
UTIL
game room
a n e a C n 0 n 1 1 90 1.0 1.0 1.0 3.8 87.4 11.0 0.0
BR4
a n e b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 30.0 0.0
BTH3
I
t vvnghtsoft Right -Suite Residential- 5.5.06 RSR26014 2002-May-06 10:13:31
AM E:\Files\Beazer 2002\Wekiva wgmrm\Wekiva wgmrm.rsr Page 1
BR5
a n w b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 15.0 0.0
SITTING RM OPT.
a n w b c n 0 d 1 1 90 1.0 1.0 1.0 4.0 54.4 32.0 0.0
MBR
a n w b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 15.0 0.0
a n n b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 20.4 15.0 0.0
MBTH
a n e b c n 0 d 1 1 90 1.0 1.0 1.0 3.8 54.4 11.0 0.0
BTH4
a
C wreghtsoft Right -Suite Residential' 5.5.06 RSR26014 2002-May-06 10:13:31
E:\Files\Beazer 2002\Wekiva wgmrm\Wekiva wgmrm.rsr Page 2
IGJiTd WORKSHEET10ndreOuse
DEL AIR HEATING,AIR CONDITIONING,R Job: 2739 4.20.00
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: "^" 831-2665
rwwvu r..r. m m
1 Narledroan Entire Hale FOY/SfARWAYFWD LMDN I4T
2 Lenglhof wedwel 318.0 It 15.0 ft 32.0 ft 14.0 ft
3 Roondrramiom 9.0 x 21.0 ft 120 x 21D ft 120 x 14.0 ft
4 Ceilrgs Condt Option 8.9 fltlaelAlod d 9A fttleetbool 9.4flflaeYcool 9A ft i hadlood TYPEOF CST
HTM Area L ced (BYW) AreaLoad (BtuW) Area Load (BYi1) Area Load W) 6470St1RE N0. Hig
Clg M Hig CIg 011) Hlg I Clg fly ft Clg its Hlg Clg 5 Gross a
14B 4. 21 1 V 132 Exposed b 12C
2 1. 113B 0 0 v and c
13C 3 1 244 55- 0 perbliorls d 0.
0. 0 e 0. 0.
0 f0. 0. 0
6 Wfrdbns" a
1C 37. 2 9912 0 glass doss b
8C N. 100 3BBG 0 Haslrg c 9C
38. 0 d 0. 0
e 0. 0
f 0. 0
0 7 Whdomard North
20. 1 3054 1 0 glass doors NW
NUM 0. 00 0 C 619 EIW
56 188 10614 1741 0 SESN 0. 0
0 South 30. 923
699 0 Horz 0. 0
c 0 8 Olherdoors a
10D 14. 9. 599 397 40 397 0 b 10D 14.
9: 1 265 179 0 c 0. 0.
0 0 0 0 9 Net a
14B 4. 21 1154 06 2375 45 201 93 24E lial 50E 132 605 271 exposed b 12C
zc 1. ICW 2935 1983 0 0 0 vesand c 13C
3.11 244 769235 56 17E 66 0 partrlipls d 0.
0. 0 0 0 0 e 0. 0
0 0 0 0 0 f 0. 0.
c 0 0 0 0 0 10 Ceilings a
161) 1.', 2 169I 3764 0 0 lz 1 0 0 b 0. 0.
0 0 0 c 0. 0.
0 0 0 0 0 d 0. 0.
0 0 0 0 e 0. 0.
0 0 0 0 f 0. 0.
0 0 0 0 0 11 Floors a
22A as 0. 181 4602 0 1 0 14 363 Noss: roan b
0. 0. 0 0 c 0. 0.
0 0 0 rs d 0.
0. 0 0 0 for slab a
0. 0. 0 0 0 doors) f 0.
0. 0 0 12 IMdtralion a
1 7.5 427 9979 3208 40 v 300 55 12BE 411 0 0 13 SubUal loss
5+8..+11+12 41052 m fic Less wierrd hexing
Less lei da
d Non14
los 10°
4105 loy, 1 10% 97 15 TcW loss =
13+14 4515E 5K."" 1066 16 Int. gains:
People Q 300 E- 240D 0 0 1 30D 0 1 1 1
1200 17 Subiot IZSH
gairF7+&+12+16 3M 856 1471 Less aderM cooFg
0 Less trarder 0
Cooing radebibutiol 0
0•.•• 18 Did gain
1 30% 1 85 10' 100 14 19 Tod RSH
gar1=(17+18)'PLF 1.00 NE 21.0D942 100 too 1618 20 Ar required (
dun) 1567 1567 1 37 7 PrtW oatW by
ACCA tD meetal reW emefits of Manual J 7th Ed. wrsghtsoft Right -Suite
Residential- 5.5.06 RSR26014 2002-May-06 10:13:31 p E.\Files\Beazer 2002\Wekiva wgmrm\Wekiva wgmrm.rsr Page 1
PIGHTd WORKSHEET
ntire Ouse
DEL AIR HEATING,AIR CONDITIONING,R Job: 2739 4.20.00
109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (4 631-2665
MANIYY J.111LA
1 Named rocm BRIO:ST FAM BR3 BTH2
2 Lenghdeposadwel 30.0 ft 16.0 ft 26.0 it 6.0 It
3 Floornditialsbns 11.0 x 120 It 16.0 x 16.0 It 13.0 x 13.0 It 13.0 x &0 ft
4 Ceikigs Caxi Oom 9.4 flhBeNAoI 9.4 ft tvxWc cl 9.4 Ithaaticool 9.4 flit1eeNlod TYPECF
CST FRM Area Lnedw) Area LadW) A. LoadW) Area L.WW) E)
4F'O6l1PE ND. ft I Cig OF) Htg Clg 011) Hg Clg OF) Hkj Clg ft) Hig Clg 5
Gross a 14B 4. 21 282 1 244 55 E
osed b 12C 2 1. 0 wed
andc 13C 3. 1 0 perv-
d 0. 0. 0 is
0. 0. 0 f
0. 0. 0 6
dD sardF a 1C 37 X6E2590 0 0 gkm
doors b 8C 37. 221 14A 0 0 He*
V c 9C 38. 0 e
0. 0 f01
0 7
Whdwmead North 20. 78B 48"" 9% W 0 glass
doors NEM 01 0 0"" 0 Cook9
ENV 56. 1251 1 634 0 SEJSIN
0. 0 0"" c 0 Souh
30. 224 0»» c 0 Horz
OX 0 0 8
Otherdoors a 10D 14. 9. 0 0 b
tOD 14. 9. 0 0 c
0.0. 1 0 0 1 c 0 9
Net a 14B 4. 21 213 gm439 90 417 186 204 421 56 29D 11 epoead
b 12C 2 1. 0 0 c 0 0 wels
and c 130 3 1 0 0 c 0 c 0 perltias
d 0. 0. 0 0 01 c 0 c 0 0 e
0. 0. 0 0 c 0 0 f
0. 0. 0 0 0 10
Cekvs a 16D 1.11 2U 8E 149 196 256 434 57 0 b
0. 0. 0 0 c
0. 0. 0 0 d
0. 0. 0 0 e
0. 0.0 0 0 f
0. 0. 0 0 11
Floors a 22A 25 0. 77t3 0 16 41 67 6 1 Note:
room b 0. 0. 0 0 c
0. 0. 0 0 d
0. 0. 0 0 for
slab a 0. 0. 0 0 0 floors)
f 0. 0. 0 0 c c 0 12
Irfi ation a 23 7.569 1613 518 60 1402 451 401 935 300 0 13
SLt*Mbss=6+8.+11+12 am 48M Q9"" 41 Less
ad" healhg 0"" Less
to da 0 14
Du 1 fw 1R/ 489"" 10K 100% 42 15
Total loss =13+14 6678 5374 457 16
kit gairw People @ 300 c"" 0 6"" 1800 0"" 0 1
0 0 17
Subbf RSH gen=7 8..+72+@163416 w 18X- 11 Less
eidemial amklg 0 Less
tarsier 0 Cook9m*
Wxkon 0 18
Dud gain VA 342 10%/ 463 1(P 10. 1 19
TcWRSHga"17+18)'PLF 1.00 3758 1.00 5m 1m 1 19, lim 1 2D
Air required (ckn) 232 173 186 234 1 16 6 Printout
oubW by ACCA t i meet al rmglaremtlsof Manual J 7th Ed. cam
wrlgl-rrt5olFt Right -Suite Residential- 5.5.06 RSR26014 2002-May-06 10:13:31 E:\
Files\Beazer 2002\Wekiva wgmrm\Wekiva wgmrm.rsr Page 2
PI pTd WORKSHEET
nt re Ouse
DEL AIR HEATING,AIR CONDITIONING,R Job: 2739 4.20.00
109 COMMERCE STREET, LAKE MARY FL 32746-6206 Phone: (407) 831-2665
1711 Ed
1 Narnsdimm BR2 UTIL gameraan BRAT4MAINUAL2Uw0deposedva26.0 ft 7.0 ft 9.0 ft 25.0 ft
3 Rnandntertsiors 13.0 x 13.0 ft 7.0 x 15.0 ft 9.0 x *0 ft 120 x 13.0 ft
Ceirw Con A Opbon 9A flh9albool 9.4 ft 6 8.0 ft heeBood 0 ft i heekbod
TYPE OF CST FW Area Lid (BLt1) Area Load W) Area Lm dW) Area Laid W)
EVOSUPE ND. Hg I Clg fly Hg Clg T) Hb Cg M Hg C19 fl=1 Hg I Clg
5 Grass a 14B 4. 21 122 0
b 12C 2 1.
Wells c 13C 3 1 1 0
parh ars d 0. a 0
e 0. 0. 0
f0. 0. 0
6 V*dNsartl a 1C 37. 1 591 11 30 11
glass doors b 8C 37. 0
Healing c 9C 38. 0
d0. 0
e 0. 0
7 WrdaesardNom 2D. 1 325 0 glass
doors NEMW 0. 0 0 Co*
Q ENV 56. 0 11 961 30 1 SEGN
0. 0 0 SouM1
30. 0 0 Horz
0. 0 0 8
Ot-doors a 10D 14. 9. 0 0 0 b
10D 14. 19. 0 0 18 179 0 c
0. 0. 0 0 9
Net a 14B 4. 21 1 48B 218 61 281 1 0 eposed
b 12C 2 1. 0 170 491 31 Wells
and c 13C 3 1 122 384 143 65 77 0 per9tiors
d 0. 0 0 0 a
0. 0. 0 0 f
0. 0A c c 0 0 0 0 0 c 0 10
Ceilings a 16D 1.7 2 0 162 361 156 34 b
0. 0. 0 0 0 c
0. 0. 0 0 d
0. 0. 0 0 e
0. 0. 0 c 0 f
OX 0. 0 0 0 11
Floors a 222A 25 0, 1674 0 181 0 0 Nola:
mom b 0. 0. 0 0 c
0. 0. 0 0 s
dspl d 0. 0. 0 0 forsleb
a 0. 0. 0 0 A-)
f 0. 0.(-- 0 0 12
hlfillration a 23. 7.5 le 374 121) Iq 421 135 11 30 701 13
Stbbtelbss*i8_+11+12 2512 1075•••• 1453 2554 Less
Itda JUDA 1
10Y 101/ 14 251107125615 Tdal
loss =13+14 27M 1182 1598 16 Int
gals: People ® 300 c"" 0 0""0 0"" 0 1 0
1 6 0"" 0 17 SlibblRSHt7ar,=
7 8.+12+16 B 9B7 1 2531 Lass exloasl
cooky 0 Less ha
sw0 Cooling mckWieulion
0 18 Dud
gain 10' 81 10' 99 10' 15. 109 29 19 ToWRSHgeiF{
17+18)-PLF 1.00 88B 1A0 1090 1.00 1 1A0 2789 2D Air
mqured (din) 41 41 1 Printout certified
by ACCA bD meet aU requirerrlerts Of Manual J 71h Ed. I&wrrac
l-
rtsOft Right -Suite Residential- 5.5.06 RSR26014 2002-May-06 10:13:31 K E:\Files\Beazer 2002\Wekiva wgmrm\Wekiva wgmrm.rsr Page 3
01 npTd WORKSHEET
Ouse
DEL//AIR HEATING,AIR CONDITIONING,R Job: 2739 4.20.00
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
NWIWW. J. intm
1 Nemadp=n BTM 8% siTTING RM OPT. kw
2 UxVhd9Vosedwel 6.0 It 25.0 It 16.0 It 30.0 It
3 Rmndmansia 120 x 6.0 It 120 x 13.0 It 16.0 x 13.0 ft 13.0 x 17D It
4 Cehngs Condt Option 8.0 f heelbool 0 ft heatrood 8.0 ft heeNnol 9.4 It i hmilood
TYPE OF CST Him Area toed (Bhh) Prey Load (BW Prey Load (Bhh) Area Load fth)
EXPOSURE ND. I Htg Clg m HBg Clg m Hlg I Clg OF) Hig CI9 OF) Hhg 1 CI9
5 Cfm a 14B 4. 21 0 0
F,Pasad b 12C Z. 1. 12B m
welland c 13C 3 1 0
pellitiorrs d 0. 0. 0
e 0. 0. 0
f 0. 0. 0
6 Wrrbnsa" a IC 37. 1 554 1 11K 3D 1109
91essdoors b BC 37. 0 0
He*V c 9C 38. 0 0
d 0. 0
e 0. c 0
f0. 0
7 Nhldans" North 20. 0 0 15 30(
glass doors NEMW 0. 0 0
CO*Q EJW 56. 0 1 816 1741 15 81
SESUV 0. 0 0
South V.«« 0 0
Horz 0. 0 0"" 0
8 Oherdoors a 10D 14. 9. 0 0 0
b 100 14. 9. 0 0
c 0. 0. 0 0
9 Net a 14B 41 21 0 0 0 0
a:oead b 12C 2 li 0 13t 93 185 533 380 9E 2A 187 24
welsand c 13C 3, 1 0 0 0 c 0
perh9ars d 0. 0. 0 0
e 0. 0. 0 0 0 0 0
f 01 0. 0 0 0 0
10 towi gs a 16D 1. 122 16D 155 347 2013 221 375
b 0. OX c 0 0 1 0
c 01 OX 0 c 0 c 0
d 0A 0. 0 c 0 0
e 0. 01 0 c 0 0
f 0. ac 0 c 0 0
11 Floors a 22A 25. 0. 0 0 0
04018: room b 0. 0. 0 0
c 0. 0, 0 0
d 0. 0. 0 0
forslab a 0. 0. 0 0
NO-) f 0. 0. 0 0
12 Mdtlhation a 23. 7. c q 0 lq 351 113 32 748, m 30 701
13 Slbbhl bss 6+B +11+12 2137 1 291
LB%aftnalhaallrg 0- 0
Less hanslim 0,«•
14 D 101 1 1 10/ 25 10°/ 291
15 Total low =13+14 286 18Td 201( 3202
16 hL Sans: People @ 300 c•••• 0 0••«0 0••• 1 300
1 0 0
17 SublotRSHgarF7+A8.+12+@16 1636 2631 2629
Less aderrel Oooixl 0 0
Lem harder 0
c0owgredsbibrmon 0
18 Dud gain 101 25 10y/ 164 1 253 101A263
19 Total RSHgair=(17+18)-PLF 1A0 m 1A0 1799 1.00 1A0 2 2
20 Air mWred (dm) 1 13 2 83 1 111 1
Pri W certified by ACCA b mW al require) wits. of Manmd J 7th Ed.
I&
wreghtsoTt Right -Suite ResidentialTM 5.5.06 RSR26014 2002-May-06 10:13:31KE:\Files\Beazer 2002\Wekiva wgmrm\Wekiva wgmrm.rsr Page 4
PIGHTd ORKSHEET
nt re c%e
DEL AIR HEATING,AIR CONDITIONING,R Job: 2739 4.20.00
109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665
twvvt r m to
1 Namadmorn METH BTH4
2 LarghdeposedWel 28.0 It 7.0 ft
3 R ou. cirnaob 13.0 x 15.0 It 7.0 x 15.0 ft
4 Cek% Cork Option 8.0 Itheatbod 8.0 ftheAbod TYPE
OF CST HTM Area Load (Btih) Area Lad W) Area Prey EVOSURE
ND. HLg Clg ft) Hig Clg OF) Htg Gig Htg Gig Htg Clg 5
Goss a 14B 4. Z' c""' EVoW
b 12C zi 11 22i 56 walsartd
c 13C 3 1 e
0. 0. f
0. 0. 6
dx card a 1C 37. 11 407 glassdoors
b 8C 37. Healing
c 9C 38. d
0. e
0. f
0. 7
WFdaneard North 20. 0 0«• glass
doorsNEW 0. 0 CooFg
ENV 56. 11 598 SEGN
0. 0 0 South
30. 0 0••» Horz
0. 0 8
Oherdoors a 101) 14. 9. 0 b
10D 14. 9. 0 c
0. 0. 0 9
Net a 14B 4. 2.1 0 spowd
b 12C 2 1. 2t lit 414 55 161 109 Wehard
c 13C 1. 0 per6tiors
d 0. 0. 0 e
0. 0. 0 f
0. 0. 0 10
Ceings a 16D 1 'j 2U 195 331 434 105 17E 234 b
0. 0. 0 0 c
0. 0. 0 d
0. 0. 0 e
0. 0. 0 f
OX 0A 0 0 0 11
Fkxxs a 22A 25.S 0. 10 Nob:
room b 01 ox 0 c
0. 0. 0 ts
do d 0. 0. 0 0 c 0 for
slab a OX OX 0 A-)
f OX OX 0 12
hint anona 23.1 7.5 11 257 83 13
SulAo l bss=6+8. +11+12 Lew
adernal healing 0••» Lem
ka do 101/
1 1VA 14redsfibtrbon1613,•••• Y oy 15
Tdal loss =13+14 1769 3K 16
k t gars: People @ 300 c- 0 0"" 0 A1
0 17 Stbbt
RSH garF7 +8+12@16 1529 343 Less exbrrd
caoFg 0 Lesstiarder 0
Coo4g mdsfibrAon
0 18 Dud
gain 101A 153 10y/ 34 q 19 ToW
RSH ga"17+18)-PLF 1.00 1682 1 AO 37720 AirregtmW (
dn) 6177 1 17 PriftA certified by
ACCA t0 meet al mW errla s of Manual J 7th Ed. 1ftc wrsgF tsoft
Right -Suite Residential- 5.5.06 RSR26014 2002-May-06 10:13:31 E:\Files\Beazer
2002\Wekiva wgmrm\Wekiva wgmrm.rsr Page 5
d
142,80
r 14.14 jr/
rV
r
I
A ma
1
I
IL &6^06E
for
BttRr
4+' le•xlo•
4• 6
x3 4"
4.0 ton ./SL. e240v Iph
18xib dew
pl.tiorn by a1W
blb
scale IlB'=fD'
NOTES, \ M' ftOtYt TRU$$ LATO317 AVAILABLE.
N
Must have a nlnlnun clearance of 4 Inches around the air handier per the state Energy code. MI duct has an r=6 Insulation value.
3both duct to
roof cop fen
4 .
at duct tofcop42x42
a/c slab
by bldr z
fra .al 17
1,
oa
mil liJ n ) r
N
w o W
ir
4
0
ni RI n O
O
G_
Q)
V)
E Li
t5 Z
3 L
J d Q\
v
N— GL
Y LJ
CLl L7 z
or N
m W
z J
z o ui 3 QFmI-- J
O 71 Q
Q
MCLJ(
n00 a
SHEATHING CAULK BETWEEN FIN
BY OTHER --` & SHEAT.NG
I" MIN
3 SCREW 'NST.ALATiON { EMBEDMENT
ANCHOR (TYP) J
11 % FRAMING
ExiERICR FFINISHEY OTHERS
BY OTHERS
PERIbETG- CAULK I 1/4' MAX
BY CTHER SHIM SPACE
I!
U --
T
F.N TY=E
VI: N0C•Y SHIM AS REO'DFAMEHEADER (SEE NOTES)
WINDOW
HEIGHT
XT RIOR
FIN 'YPE
II I I FRaCE SILL
PERIM= .ER CAULK
BY OTHER
8 S:'REW
INST?CATION
ANC -OR (TYP.)
ExTE= OR /
F w5-
Y C--iERS
SHEA"SING
Y C HER 1" MIN.
EMBEDMENT
SECTION
HIM AS REO'D
SEE NOTES)
FIN TYPE 1 *MIN
WINDOW FRAME EMBEOMENTJAMB
g8 SCREW
INSTALATION
ANCHOR (TYP.)
WINDOW WIDTH I EXTERIOR FINISH
SHEATHING 2 X FRAMING
BY OTHER BY OTHERS
CAULK BETWEEN
1 MAXPACE {j f y , SHEATHING & FIN
SHIMIM SPACE BY OTHERS
BY OTHERS
EXTERIOR PERIMETER CAULK
BY OTHERS
SECTION 2 6"MAX(TYP)
EOUALLY SPACE
ANCHORS (TYP.
O HEAD, SILL,
SILL STOOL & JAMBS)
BY OTHER 77:10 0
1/4" MAX.
SHIM SPACE 0
SHIM AS REO'D
SEE NOTES)
6" MAX (TYP)
WINDOWHEIGHT
GHT ° \ \ X
FRAMING \ BY
OTHERS CAULK
BETWEEN WINDOW
FIN & SHEATHING -
L— ° 1 \
1
GE'.
ER._ NOTES =a" 0 C 1)
S- V AS REO'DADJACENT TO EACH INSTALLA7;0`. ANCHOR WITH LOAD MAX (TYP)_I I 8--
RING SHIM MAX ALLOWABLE SHIM STACV TO 2E 1/4'. 21
w'.30w FRA:IE MATERIAL ALLOY 6063 •vINDCW VADHT USE
LATEX CAULK 2EH;ND WINDOW FIN AT HEAD ,S;LL & JAMBS. A
L LATEX C.,ULx FOR PERIMETER SEAL AP„r,,vD -EXTERIOR OF WINDOW FRAME
5)
G -SS THICKNESS MAY VARY PER THE REOUI=EME\TS OF ASTM E1300 S!'.
JLE GLAD\G IS SHOWN, INSULATING LIAS_ IS ALSO QUALIFIED 6)
D=. mNG APPLIES TO INSTALLATION OF FIN FRAME 'MN. JW IN WOOD FRAME OPENING W -
TWO BY wOOD STUD USNG 099 IN ()IA N S .- R3 SCREWS OF SUFFICIENT Ll --I TO PR vID MIN. M?LDMENT INTO Su 3R 71 If
ENACT YA\ 'W SIZE 1S NOT LISTED 114 CHA :NCHCR CUANTITY LISTED WIT- L NE;-
ARGERSZE8; GE'•
ERAL ALLIV NUM'S 1IED SERIES HORIZONTAL S_ E= S SHOWN. THIS PP.;NT ALSC AI_ _ ES
TO t-E 1980 INSULA iiNG GLASSHCRIZO:,-AL i_:DEP. SERIES. ANCHOR (TYP.)
ELEVATION VIEWED
FROM
EXTERIOR' • '' 03 ZG.
ot. COMPARATWE ANALYSIS &
ANCHOR QUANTITY CHART WINDOW SIZE
DESIGN PRESSURE l8 SCREvis REQ'D 099 N.a;LS REO'D INCHES CAPACITY
n\ PSF IN FRAME IN FRA`AE WIDTH AND
EXTERIOR INTERIOR HEAD EACH IHEAD EACH HEIGHT SILL
JAMS I SILL JAMB 24 x
12 40 40 2 2 2 2 24 x
24 40 40 2 2 I 2 2 24 x
36 40 40 2 2 2 3 24 x
48 40 40 2 3 2 1 4 36 x
12 40 40 2 2 3 2 36 x
24 40 40 2 2 3 2 36 x
36 40 40 2 2 3 3 36 x
42 40 40 2 3 3 3 36 x
48 40 40 2 3 3 4 36 x
55 40 40 2 3 3 5 48 x
12 40 77 3 2 4 2 48 x
24 40 40 3 2 4 2 48 x
36 40 40 3 2 4 3 48 x
42 40 40 3 3 4 3 48 x
48 40 40 3 3 4 4 48 x
55 40 40 3 3 4 5 60 x
12 40 73 3 2 6 2 60 x
24 40 40 3 2 6 2 60 x
36 40 40 3 2 6 1 3 60x
42 40 40 3 3 6 3 60 x
48 40 40 3 3 6 4 60 x
55 40 40 3 3 6 5 72 x
12 40 70 4 I 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 i L.b
i,'TRAA.'elFf..'+r L,LI.
J;a3UDA1pB.+O. A. FMASTER FUGUE I
LI
100; 11.
Gos6T
Rd. • C:rlacRon, ix 75706 . ?.0. Bo. 8190t2 •Oolbs. li 753e1 INSTALLATION DRAWING WOOS
FRAME S"RUC`..== SERE_ 1130 /1980 +
JLD•FIED HORiZGNT.._ S_DER I I co
i 1
N!A I
WE
K
Premdor Entry Systems ACCEPTANCE No.: 01-0314.23
APPROVED JUN 05 2001
EXPIRES April 02, 2006
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed
and the original submitted documentation, including test supporting data, engineering documents,
are no older than eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city,
state, and the following statement: "Miami -Dade County Product Control Approved", or as
specifically stated in the specific conditions of this Acceptance.
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.
S. Failure to comply with any section of this Acceptance shall be cause for termination and removal of
Acceptance.
9. This Notice of Acceptance consists of pages 1, 2 and this last page 3.
END OF THIS ACCEP' ANC
Nlajiuq Perez, P.E., Product Con r61 'xaminer
Produ642dhtrol Division
7
M 1 A M I•DApE
PRODUCT CONTROL NOTICE OF ACCEPTANCE
PUl' Industries
1070 Tcehnology Drive
Nokomis ,FL 3.1275
oAAMI-UAUL•: COUNTY. FLORIDA
NIIiT"RO-DADe FLAGLL'R BUILDING
BUILDING COQF: C0 11'1.IANCF OFFICE:
ME.TR0-DADI: FLAGLER IMILDIN(i
I40 WENT FLAGLER STREEX. SWITE 1603
MIAMI. FLORIDA 33130-1563 305) 375-2901
FAX (305) 375-290x N'rl(.\('1'
OI( 1.1('1?NNIM. Svc'I.ION 301) 371.2S27
FAX (305) 375-25tx CONTRACTOR F:N*
F0I CF:J11{\"1' 305) 375.2966
F,%X (JOS) 37S-29us PRODUCT Coo I.
RoL DIVISION Ymir application fI)
r Notice of Acceptance (NUA) of(JOS) M-21N12 FAX (305) J72.6339 1 "x Std.
Nall - Aluminum Tube Clipped Nlulliuns under Chapter 8
01*the Code of Miami -Dade County governing the use of Alternate Materials and 'Types of Construction, and completely
described herein, has been recommended 1-or acceptance by the Miami -Dade County Building Code
Compllancc Office (13CCO) 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 ninterlal
at any time troll! a Jobsite or manufacturer's plant lbr quality control testing. If this product or material !
ails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of suchproductormaterialimmediately. BCCO reserves the right to revoke this approval, if it is determined by 13CCO
that this product or material fails to meet the requirements of the South Florida Building Code. Theexpenseof
such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00-
0912.05 /f EXPIRES: 06/
28/
2006 Raul Rodriguez Chief Product Control
Division TI11S 1S'T'
1IF. COVERS11F.1 T ST 1; ,11)1>ITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS RUTLDI_NG
COIF
R 1,110nUCT RFVIFw coimmiTTFF This application for
Product Approval has been reviewed by the BCCO and approved by the Building Code and ProductReviewCommitteetobeusedinMiami -Dade County, Florida under the conditions set forth above. APPROVF.
1): 06/28/2001 s0450001\pc2000\\templates\
notice acceptance cover page.dot ff7oglvt 4-" Francisco
J. Quintana,
R.A. Director Miami -Dade
County
1uilding Code Compliance
01Tice Imertect mail address:
Postmaslcr(d)lrtiildiiigcodconlittc.com 0 Iluntcpagc: http.//www•.buildingcodcunlinc.com
l i 2,
1'GT Industries ACCEPTANCE. No.: 00-0912.05
APPROvE.D JUN 2 8 2001
l:xI'll 1ZES JUN-2 8 2006 NOTICE
OFACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE
1.1
This approves a clipped mullion system, 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. PIZODUCi'
DLSC1ZIPTION 2.1
The I"x Standard Wall - Aluminum Tribe Clipped Mullion and its components shall be constructed in
strict compliance with the following documents: Drawing No 6620, Sheets I through 5 of5, titled "I" Std. Wall Mullion Arrangement Detail", prepared by manufacturer, dated 4128/00, signed and
scaled by Robert L. Clark, P.E., bearing the Miami-Dadc County Product Control approval stamp;
with the Notice of Acccptancc number and approval date by the Miami-Dadc County Product
Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS
3.1
This approval applies to clipped structural mullions to be installcd vertically or horizontally, as shown intheapproveddrawings. 3.2
For Design Pressure Rating vs. Mullion Length and Opening Width, for either Ix2x.125 (2 anchors) mullion or
Ix4x.125 (4 anchors) mullion, sec corresponding table in approved drawings. 3.3Windowsizesanddesignpressuresarctobelimitedonlytothoseappearingonchartsreferencedabove andalsolistedintheindividualwindow's Notice of Acceptance. 4. INSTALLATION
4.1
The clipped mullion system and its components shall be installed in strict compliance with the approved drawings.
4.2
This mullion can be installed as part of an impact resistant unit. 5. LABELING
5.1
Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dadc County Product Control Approved". G. BUILDING
PERMIT 11EQUIREMEN'TS 6.1
Application for building permit shall be accompanied by copies of the following: G.1.1 This Notice of Acccptancc, with mullion option indicated. 6.1.
2 The Notice of Acccptancc of cacti door and/or fixed lite attached to mullion. 6.1.
3 Duplicate copies of the approved drawings, as identiried in Section 2 of this Notice of Acceptance, clearly
marked to show the components selected for the proposed installation. 6.1.4 Any other documents required by the Building Official or the South Florid: 13uilding Code: SFBC) in
order to properly evaluate the lnstalla " n of t its system y IVlanu
Perez, P.E. Product Co Examiner Produ ontrol
Division
PGT lndustrics ACCEPTANCE No.: 00-0912.05
APPROVED JUN 2 8 2001
I:x111Rl:s JUN 2 8 2006
NOTICE; OF ACCEPTANCE: S'TANDARI7 CONDITIONS
1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed
and the original submitted documentation, including test supporting data, engineering docunlcnts,
are no older than eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city,
state, and the following statement: ,Nli:uni-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 approvcd.
C. If the Acceptance holder has not complied with all the requirements of this acceptance,
including the correct installation of the product.
d. The engineer who originally prepared, signed and scaled the required docunicritation 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 ofa revision application with appropriate fcc) and granted by thisofficc.
5. Any of the following shall also be grounds for removal of this Acccp(ancc:
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.
G. 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 Acccptancc is displayed, then it shall be done in its entirety.
7. A copy of this Acceptance as well as approvcd drawings and other docurnmits, 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 Acccptancc shall be cause fur termination and removal of
Acccptancc.
9. This Notice of Acceptance consists of pages I, 2 and this list page 3.
1:N1) 0 F THIS ACCI:P'T %NCE
Mane • Per r., P.E., Product Co trm •xnminer
Produ ontrol Division
3
r
i
ANCHORS:
TYPE. B; TYP,
T' OR 'D' YiAIA N
BOIN ENOS\ /
GLAZINGPROOUCI GLAzwGPR00vCI
w - wl#w2
12) WINDOWS MIRA FD TOGETHER
FOR DETERMINING klAX ALLOWABLE
DESIGN PRESSURE SEE TABLES
ON PACE 5 OF 5
MAX OPENING = W OR IVI +W2
MULL LENGTH = H
ANCHORS: r—w-1TYPL'B .
C' OR '0" mc90MENOS YRpODUCT H2
ffYP.
N MR."
HI
GLAZINGPROOUCIL I
N - NI#H2
1) WINDOW MULLED
W/ONE ABOVE
FOR DETERMINING MAX ALLOWABLE
DESIGN PRESSURE SEE TABLES
ON PAGE 5 OF 5
MAX OPENING = -H OR H 1 +H2'
MULL LENGTH = W
ANCHORS:
TYPE. W,
C- OR 0-
90M EHDS
r-w ------- -1
GLIZWG
PROOUCi H
Y Y
rwOJLXLIQV "
I H
GtAZWC GLAZING
PRODUCT PRODUCT
ANCHORS
1+P( .• I w 1
ANCHORS:
YPC. B ;
BOM ENDS .
N
i
LAZING
vROOUC
Y
RP.
YOLLION YI
GLAZING CWANG CLAZWG
PRODUCT PHODUCI PRODUCT
w
w . wl#w2 I-wl-1—w2—I—w3-IN . NIIH2 w
w - w11w2IwJ
2) WINDOWS MULLED 1 NIINZ
W/ONE ABOVE MULTIPLE WINDOWS MULLED
FOR DETERMINING MAX ALLOWABLE WIONE ABOVE
DESIGN PRESSURE SEE TABLES FOR DETERMINING MAX ALLOWABLE
ON PAGE 5 OF 5 DESIGN PRESSURE SEE TABLES
kit) MAX OPENING - H OR H 1 +H2 ON PAGE 5 OF 5
MULL LENGTH = W OR Wl+W2 M3) UAX OPENING - H OR HI+H2
M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = W OR W i +W2 t W3
MULL LENGTH = HI AN) UU OPENING = WI +W2 OR W2+W3
MULL LENGTH = H1
APPPAKOASCOUPIYIIY if
SOUTM fLOROA 91Aaw.
PfaAO T 1 II OlOMsew C
ltlilDNO CODE COYRWICE Of flCi
A=ffAWAX. 00 - nit .O:
iNOTES
I. FOR ANCHORAGE TYPE. OwNTRY AND LOCATION
REFER TO SHEETS 2, 3 AND 5
2. WINDOWS MAY BE MULLED TOGETHER, TO A MAX. OF 5 UNITS
3. MULLIONS ARE APPROVED FOR IMPACT do NON -IMPACT
4. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 Robert L Cl k,
P.E.039712
F17";T
INDUSTRIES
Amd fr. c CWI W. rc R..i .~
A` P.J.P. 4/28/00
a.s{rt
ARRANGEMENT DETAIL
Nft
HH STD. WALL MULLION
1070 rzcmvmoGr ORtit P.O. 9Dx /s"
Rnuo/rs n J 273 NOKWX It 34274 MULLS NTS 1 « 5 6620
Cracr. rr .ruUA7M T—I' uuu
2' OR
f
4 GN. SY.S
WA tow CLIP
CO rLAAa;E5 cvr Or
1 YW. SrACCWRE'p QV
oPPrurrr S"S
SO AS AOr r0wtLClP' r0 1p1Y A R w10KTFf o f11L•-Cw ft. —0
r+sr•ul AS 2j (TYPj WAbI QFWN)
Srowr
WhTff IIf aw COUYrrAPWMK& SM Aorr /I
P.C.T.
OR WkIOv
TYPICAL MULLION TO A/ULLION INSTIII TION TYP A
P.Lf Ir YylfwN
1 11 r2' OR 4'-1
12 f.x S.M.S.
II!. 1MIlid,
SrALC(Rp7 ON
OPPOSar SOWS
So As Nor ro
MRRr f wrmI;
U, I... CACR on")
TTP) m® ;.I__•® SEE NOTE if
I
I1jMW.
tl Irpoo SLRry (ftt/)
Yw. 11 PENErRAIgv w70
PWO DUCK ALL fAMWRS
WIST At MOC Comm
APPR0140: SEE NOTE I
TYPICAL MULLION TO STR ICTURr WITH
WOOD RICK TYPE 0'
ivlm
I. FOR MULL SIZE AND OUANTITY OF ANCHORS REOUIREOSEESHEET5. FOR ANCHOR LOCATIONS SEE SHEET 3. OUANTITY OF ANCHORS FOR 'MULL —TO —CLIP IS THE SAMEASTHEQUANTITYOFANCHORSFROMCLIP —TO —OPENING. 1. REFERENCE TEST REPORT FTL-2902. 2903 AND 2975
I IMPORTANT•
QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL
REPRESENTATION ONLY. FOR CORRECT OUANTITY OFANCHORSHE
ICORRECT MULL SSIZE AND PRESSURE REO'O
E REFER TO Ch4RTS AND FORT YOURSPECIFICAPPLICATION.
I.C.T. 1. Yf6104
j-2' OR 4'1
now SLICK
II I, /
17 rN. S.Y.S.
Rmowv To
j
S1ALCfRED W/
cawRm $ YW. oPPOSrrr son
Y000 (SO AS NOr 10
IUCR -t-- ..... INrw7fir Mnl
1 CAC. orw(R)
SWW Norr /I
t I
J .
YW. Is PWAY k'00N MOCONCRWTCAllOCrrSIPofDErASRTrfIKWESTRE . Sc Cow"rrAWR04T0. SCE Not /1
TYPICAL MULLION TO STRU . IR WITH W000
BUCK REMOVEn FROM CONC. TYPE
P.C.T. Ir WRLON
000
11CR
r-2' OR 41
I
LtfN. r—...........
11h:®®
lI Am
I
TYPICAL MULLION TO STR) -TIIRs W)L(
DOD BUCK AND CnNC Tvuc .D.
T ` 7 P.J.P.
DW
INDUSTRIES CLIP &
rar:
Robert L a
1 .
E. 1
PP STD.
P.E. /39712 1070 rrcw4mocr Oavi P.O. Bar Is"
STnvn ral I'"OKOWS. /l J4275 1J0f[OW$ 7t 3/274
f2 f.N. S.Y.S.
STACCEWD OM
oPPosar Serfs
So AS AVr TO
CACrf onfcR)
SEf AOir /1
1Av A• rAPCON (21{/)
Yw. 11 PEARTRAnav wro
COWRM OR &Od•
SMUCILRE. ALL fASfTNERS
6wr of wm COUNTY
APP 0. SET Non: /1
APPROVEOASCOWtigM •NE
SOtITTI WIOROA PAOWO,
oA N
er
P CT TROTaM510N
IKADDIGCODE COYRMICE OTCC(
rrrorrwc w 00 - O 4 rZ .O
ALLATION DETAIL
WALL MULLION
a....0 No.
MULLS NTS 2 .r 5 6620
IMPORTANT:
QUANTITY OF
ANCHORS SHOWN
ARE FOR A PICTORIAL
REPRESENTATION
ONLY FOR CORRECT
QUANTITY OF
ANCHORS PLEASE
REFER TO CHARTS
AND FIND THE
CORRECT MULL SIZE
AND PRESSURE
REO'D FOR YOUR
SPECIFIC
APPLICATION.
CLIP LENGTH CHART
FOR Ix MULL
MULL SIZE A'
I x 2 x 1}
I x 4 x
MIN. FROM
ENDS (TYP) )
II
4AX
I" MULL CLIP
TWO (2) ANCHOR LOCATIONS
EXTRUSION Owc / 8099
1I MUL1 CLIP
FOUR (4) ANCHOR LOCATIONSLOCATIONS
ciaRusioN owc / 1099
21
4 ; MIN. FROM
END (TYP)
L.A.-J
I " MULL CLIP W/TABS REMOVED
TWO 2) ANCHOR LOCATIONS
CWRUSION Owc / 1099
MIN. FROM
END (TYP)
A'
I" MI11 C CI IP WIMBS REMOVED
FOUR (4) ANCHOR LOCATIONS
EXTRUSION Owc / 1099
11
it(owl L Y iW I
ev mu
moq 'folffm oN1"
ow. cm CONPUMICE oft
rce —c— OO'C914
Arzel T- 111:1
INDUSTRIES
r P.J.P. i/?B/—
1 MULLION CLIP ANCHOR LOCATION
NOTE: Q Ci 1 STD. WALL MULLION
I - REFERENCE TEST REPORT FTL-1901.1903 AND 1975 yo V.7/L 1070 TEcNNoLocr aver
mfwr n 14271 P.O, wx 1529
0.5. a J.:74 MULLS
kN'
NTS 3 M 5
a*" N.. ,
6620
125 _ OPENING WIDTH IN INCHES
hors i 50 70 ! 80 90 1 100 1 110 120 130 160
42 1_29 1 115 107 104 103 103 1 103 103 1 103 103
4 8 83_1 _73 67 63 61 61 ( 61 61 i 61F4950.62 5 70 61 55 52 50 49 49 49 49
57 49 44 1 41 39 38 38 38 3641_ 35 1 31 1 29
3530 21 24 27
26 25 22
21 25
I 2563 20I203062376
23
20 23
1 21 19 18 18 17 I 17 17
16 20
18
17
15
15_
78
84
90
108
111__-
1441
t 1x4x.
125 4
Anchors 42
4E
50.
62r, 6C
U - 3
62 3 _ _
6E 72
Z
L 7E w
I 78 l
84 910
9E
i
OPENING
WIDTH IN INCHES 100
110 120 i 130 1 160 50 : 60 70 80 90 170
1 170 170 170 170 170 , 170 170 170 170 170 _
I10 ; 170 170 170 I 170 170 170 170 170 170 (
170 1 170 I 170 170_ 162
170 .
i 170 r
158 1 157 170
170 i io 170
1_170 170 I 170_ 157 157 157 170
170 1 157 i 143 134 127 124 122 122 122 170
160 141 128 119 112 1 108 106 106 106 170
145 l 127 115 106 100 I 96 93 92 92 142
120 I 105 95 87 81 1 77 74 72 71 120
102 90 81 1 74 69 65 63 61 59 111
94 83 74 68 63 60 57 55 53 88
75 65 59 53 49 I 46 44 42 40 72
I 60 53 I 47 43 39 ( 37 35 33 31 59
50 43 i 38 35 32 I 30 28 27 24 41
35 30 27 24 22 I 20 19 18 16 38 ;
32 28 24 22 20 I 19 17 16 Vertical
Mull Mull
Length
Opening—
j WidthHorizontal
Mull F---]
OpeningWidth
L__
j I _
Mull Length
Multiple
Mulled Units i
Mul!
Length
J
II
IKOpen;
ng Width
APPNOVEOO AS COOMPPLYp N 1 soun
r Un (
Op( er
F70
Dms De 0u4DwG
CODE COMPLIANCE OFF r...,
00-09'a. NOTES
I.
MAXIMUM ALLOWABLE PRESSURE 1N PSF. P.J.P. 4128100 2.
DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, ZT
INouSTRI
o. ,
PRESSURE
CHARTS CONSIDER
ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. L`f/`/ rl " J.
REFERENCE TEST REPORT FTL —2902, 2903 AND 2975 Robert L Clark P.ESTD. WALL MULLION PY—
097I2 structural
10
n u273F xwo
Sn #siii. s.
N.,/ww.c MULLS
sew:
NTS
5 a 5 6620
34
2
1 x STD.- WALL MULLS
MAT'L: 6063-T6
1
rt4l-1
1 (TYP) 8
slo EtJ6
6/
SAw c0&wt - -tlml TM{l [
It ar mmiomsnM
aaouw
coos
ca tw ccr;""KE
Ma O D -O9 V Z. T — EF
P.J.P. a t/28/00EU— avow 7INDUSTRIES
PROFILES NOTE. > tidy
MW Robed Y,
1 STD. WALL MULLION 1. REFERENCE
TEST REPORT FTL-29OZ 2903 AND 2975 P.E.#39712taro m-amocrOtwc P.O. so. an "" "' • Shuaww 0.
n JOYS wacaas n .o•:7. WILLS NTS 4 r 5 6620 A
WINDOW
FRAME JAMB
TYP.)
I II
I II
I II
INSTALLATION I I I
ANCHOR
MULLION II
ANCHOR
MULLION
TYP.) BRACKET
ANC HOR j. INSTALLATIONBRACKET — CENTRAL FLORIDA B. U.
MANiJFAC11MR NAM:
0
v
a
0
SECTION B-B
R FHE #
8 SELF TAPPING
SMS (TYP.)
SUBSTRATE
MULLION
DIE NO. 1445
SECTION A -A
MI1M
rem,
EXTERIOR ELEVATION
OWC NO: GEN70452
MULLION
GA
DIE NO. 1445
ANCHOR
TYP.)
SEE NOTES
2
1— 7 / 8 "
3
I
NOTES:
1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO.
1445, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY
SIDE.
2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16"
DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN.
EMBEDMENT INTO CONCRETE OR MASONRY.
3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10
SCREWS OF SUFFICIENT LTH TO ACHIEVE 1-3/8" MIN EMBEDMENT INTO WOOD
FRAMING.
4) MULLION ATTACHMENT IN SECTION B-B IS TYP AT HEAD SILL.
GENERAL ALUMINUM CORP.
CARROLLTON, TEXAS
TITLE: FIN VERTICAL MULLION INSTALLATION DETAIL
ALUMINUM TUBE MULLION, DIE NO. 1445
AREA: - - - - DRN: JS APR: DATE: 3/ 1 7 /02
WT/FT: SCALE: MAIL: — — — — DWG N0:
0 ..
cEN-0452
PREPARED OT: PRODUCT TECHNOLOGY CORP. 250 INIERNATIONAL PKWT, NEATHROA, FLORIDA 32746 PHONE 407-505-0365 FAX s07-805-0166
k
GENERAL ALUMINUM CORP.
HORIZONTAL MULLION DESIGN LOAD CAPACITIES
EXTRUDED ALUMINUM TUBE MULLION #1445
WHEN USED FOR MULLING TRANSOM
FLANGE
HORZ.
MULLION
MULL SPAN>
WDW. HGT. V
53.000 61.000 74.000 96.000 106.250
26.000 222 153 92 38 26
38.375 198 135 80 34 23
50.625 190 126 74 31 21
54.625 189 125 72 30 21
55.625 189 125 72 30 20
63.000 189 124 70 29 20
72.000 189 124 70 28 19
NOTES:
CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION 01445 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 6 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
y
44 to
GENERAL ALUMINUM CORPORATION
HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION DIE #1445
FLANGE
VERTICAL
S.N. SIZES
WDW. WTH. >
WDW. HGT. V
19.125 26.500 30.500 37.000 48.000 53.125
26.000 1609 1497 1497 1497 1497 1497
38.375 622 515 486 466 465 465
50.625 331 262 241 219 203 203
54.625 279 220 200 180 164 162
55.625 268 211 192 172 156 153
63.000 204 158 143 127 112 108
72.000 153 117 106 92 79 76
CHART APPLIES ONLY TO MULLION 01445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT 6 APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-03651 FAX 407 805-0366
CA020122
FEB. 19, 2002
02-0217
yy
Mrf
GENERAL ALUMINUM CORPORATION
HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION DIE #1445
FLANGE
VERTICAL
P.W. SIZES
WDW. W71-1. >
WOW. 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 MULLJON #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT 6 APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-03651 FAX 407 8054M
CA020123
FEB. 19, 2002
02-0217
V—U=51
MUL LII
ANCH,
BRACK
WINDOW
FRAME JAMB
TYP.)
STALLATION
ICHOR
YP. )
8 SELF TAPPING
SMS (TYP.)
M ULU VN
DIE NO. 1446
SECTION A- A
MULLION
ANCHOR
BRACKET
0
v °
a
0
SUBSTRATE
MJLLION
DBE N0. 1446
INSTALLATION
ANCHOR
TYP.)
SEE NOTES
2 & #3
1-7/8"
MANUFACTURER NAME. - EXTERIOR ELEVATION - 4LvM PV U A 1
KASTER FILE # 5NOTES:
1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO.
1446, WHEN USED TO MULL SINGLE DUNG AND OR PICTURE WINDOWS SIDE BY GE NE R AL ALU II U M CORP, SIDE.
2)
IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" CARROLLTON, TEXAS DIA.
CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DE T.41i_ EMBEDMENT
INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446 3)
T
r INWOODFRAMECONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 AREA:
DRN: APRvD: DATE: 3/,,;•;__ t
SCREWS
OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" Mi^!. EMBEDMENT IN.0 V!OOD JS FRAMING.
WTIFT: _ _ — — SCALE: HALF MATL: — — — — DWI. N0: `_, — —: PREPARED
9T PRODUCT TECnNOLOO+ CORP. 250 INTERNATIONAL PKwT, rEATrROw. FLORIDA 3274i —ONE 407-WS-0365 GAx •'-°%`-- ='
Pk #6
GENERAL ALUMINUM CORPORATION
VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION, DIE #1446
FLANGE
VERTICAL
S.H. SIZES
WDW. WTH. >
WOW. HGT. V
19.125 26.500 30.500 37.000 48.000 53.125
26.000 758 705 705 705 705 705
38.375 293 243 229 220 219 219
50.625 138 109 101 91 85 85
54.625 108 85 78 70. 63 62
55.625 102 80 73 65 59 58
63.000 69 53 48 43 37 36
72.000 45 34 31 27 23 22
CHART APPLIES ONLY TO MULLION 01446 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
CA020035
JAN. 11, 02
01-1201
y
di -02-M
4A sq.
GENERAL ALUMINUM CORPORATION
VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION, DIE #1446
FLANGE
VERTICAL
P.W. SIZES
WDW. WTH. >
WDW. HGT. V
16.000 24.000 36.000 48.000 73.000
16.000 3026 3026 3026 3026 3026
24.000 1009 897 897 897 897
30.000 587 478 459 459 459
36.000 384 299 266 266 266
48.000 188 140 112 105 105
60.000 93 67 51 45 43
72.000 52 37 28 23 21
CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE
WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT 6 APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-03651 FAX 407 805-0366
CA020036
JAN. 11, 02
01-1201
MULLION
DIE NO. 1448
INSTALLATION
ANCHOR
TYP.)
o v ° ° SEE NOTES
2 & #3aao
SUBSTRATE
SECTION B- B
NT RAI, rSODA B. 0. A. F.
MANUFACTURER NAMEEXTERIORELEVATIONlr r_QAL .qG!/M/NL/M
MAST # NOTES: F?L.."a
1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO.
1446, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE N/INDOWS SIDE BY GENERAL ALUMINUM CORP.
SIDE. CARROLLTON, TEXAS
2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16"
DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETA:_
EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1448
3) IN WOOD FRAME CONSTRUCTIONa, ATTACH MULLION TO SUBSTRATE USING #10
AREA: - - - - DRN: JS APRVD: - - - - DATE: Z /
SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT IN, WOOD J
FRAMING. wT/FT: __-- SCALE: HALF MATL: ---- OWG NO:G};
PREPAPED 9T. PROOuCT TECNNCLOCT CORP. 250 mTERNA7 CNAL PKwT. rEATNROw. FLORIOA 327s6 70NE 407-505-u'165 FA•
MULLI,
ANCH
BRACK
WINDOW
FRAME' JAMB
TYP.)
STALLATION
14CHOR
YP. )
8 SELF TAPPING
SMS (TYP.)
MULLIUiN
DIE NO. 1448
SECTION A- A
MULLION
ANCHOR
BRACKET
GENERAL ALUMINUM CORPORATION
VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION, DIE #1448
FIN
VERTICAL
S.H. SIZES
WDW. WTH. >
WOW. 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 6 APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 8054365/ FAX 407 805-0366
CA020037
JAN. 11, 02
01-1201
GENERAL ALUMINUM CORPORATION
VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION, DIE #1448
Q r?/
FIN
VERTICAL
P.W. SIZES
WDW. WTH. >
WDW. HGT. V
30.000 43.000 56.000 63.000 72.000 88.000
28.000 565 565 565 565 565 565
32.000 380 378 378 378 378 378
38.000 236 226 226 226 226 226
42.000 182 167 167 167 167 167
56.000 72 60 57 57 57 57
60.000 57 47 43 43 43 43
86.000 18 14 12 11 10 10
CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT 6 APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-03651 FAX 407 8054366
CA020038
JAN. 11. 02
01-1201
G I
BOWEN ENGINEERING'
CORPORATION EM26
1628 VA9MA STREET'
ON-AKDO, FL 026M
I
GEC JOB No. .._
JOB NAME
SH[Cr N0, OF
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JUL-26-2002 02:52 AM P. 03
m A = t,.FI P%fi *AS R0 V4 !n rsimIN0i0;•C .. t/0rt *I(NI)72 W 70; rvy
HURMCANE ENGINEERING & TESTNG INC.
I—,... c.,.. riUId L,oQdAnall+
U orrn S'totk Ali Prtsssars Tsse
July im 3001
RE MTI+nASE : RET141.1042
NL N.RIFACTUM: Mulia,Iau.
9300 Flak DrW% SWty 107, E1 Nft te, CA 91731
WPM Hurricane En4ineerial & Tedie.S Inc.
W2 NW 64 Sfaw M. Amb FL 3316d
NOWICATION NO: IZnO1028 IhQANSIQ ai COUNTY, r.LORMA)
SBCCI LISTING No,: TL - 9mA
LA14 CW IFICAIION NI AMER; ER; 01-0617.01
PRODUCT; Hollow Glaw Block Wall/Wh1doM
PRODUCT D&SC.RFn0N; Hollow G6m Blocb Kamiaul Dimemioa; 7 3/4" x 7 3/4" x 4"
PRODUCT SIZE: 72" wide x 72" hish
DRAWING NUNIZER; 97.18. Al -Fromm CaVM don. Dues 4.12-V
N0J8: RETl jjvNwddruwlnX is Uri InllaKrul wort urthh NW1.
DE6IONLOADS W.- +85 rod 4K
TEST WIT1`"8,3t1ED BY- (mal of ponw)
3yod WdW Ali, PLD. X M
Mr, Udy Phil* Qom
W. LnmaWO D. 9avW, E.1. (HEM)
WM1398INO BNODMIR:
Aectee m Medina, P.B. (II n _
U32 NW 90 41mM. MbaaL M*oW@, 2310. PN m (303) S 76M Fax iMI ST-7013
Tgl:•'+WMr.IvMe0rt000gI10.00A1
No• OII ,1, nw. . IwH ,4y1.R 2.2Ap "f'^' .
T•t,w, Mar, Iir it 's v = s W flwwrr, .IM s0, s00` t N
Cann" IOR Dew1b
PRODUCT; Food Hollow Ohio Block Wall/Windew
DrAcRlip' om OF U!iTr
72"wide:72"high
ate. d size etysnla; Nona faked
MA ERIAL M ARACT$RisTics
GIA069 Maswialt 7 IV4" x 7 31411 x 4" Hallow Glow Slosim
dosing hfuthub Aerseld h Mom Block Nswar m000dims Arm 387 fbr Type
g mrstar
Daytied Opening: 72" v lds x 7211 hide
GROUT
L BLABS BLOCK
ppiag; safes.
none.
none.
xotss.
1 he havisom" jaimb +tars reifies"" with a i-S-V' wide
baratoaW ladder typo (11" O C. win slope) sleet mppon
0.1SP dies. wire).
1eaiYL: 100e. sWoans saalma Was applied along to oetar p"balm
belw•sat wood beak and glow blacks.
I
fans
Bloolu wew inswUed is a 4x10 randnal SYP M2 wooed franca.
INSTALLATION
Pill: BR A 1•l/41* x 24'•x 0.037" t1dak wall Us wee boodad to the
Pu*ut w {lass Wookr cad aaalmotod to 11w substrafwf with (2) s 10 at 1 I*" wood smovn with wea wa.
apart No. LTWI-104L oap a a 1.
JUL-26-2002 02:52 AM P.04
W ' •_t 4• J. rr orw.i1(b)UDMe T Rm iw TV T." n.a' 1 4U -. , rra"ru a d a T1 nft ,Ant a MUM, Fit: •1(Ileelai Fw
Test Rdswhs
pf"Ule
A DaBeoiion
lt0 la1
r oa
Wood= Daeeotion
illCis
Bet
mahw)
aaaowry
f)
Daratwn
aaeanda)
ad
Halftat 1 +64 1 07 1u.uu a.nr n.c1t1 tcx o 0.
12 0.1 0AWLIIrNI 1t1 t' .
o d + to Il»9 tl i1. 1.zA It.Ob M4 10 N .
t1ed Half
ImAtli4 0.011 1 0.00 t 0.08 1 0.06 1 100 11 30 Doi
0.23 0.0 0.11 1 0,00 1 100 30 TeatCad
la0 0.37 0.02 0.3s L 0.01 97 34 vn
Jonwluum A ENT WXI PWP"W4 rR OCCONORCf WX AMM {1.7.7P'WI. Conclusion
hu
ayatwt wu teased is aaoordanoe WIS Peot000l PA-94.202 of M1amiDadeComfy. RlwW wWwwt =Y dvviatlut 4 loin mot the p1RT xwAr#)v mqW maaau uC AUM 9330A0. It abu MNL flat g-#
N%%wvlrl nb of Bnvtbam Bad&4 Codo,cation 1707.4. rag a Wic wa intact at 1bo COFA OR of Np7'
h'; %hf Afm MAN were *stained wuag the da(rW@d terr methods which Indtearas COMrp7
INPM With MO perfOmmUt regY ft"fRa of OWrff W%cetf Yp jfWaIvw. Am report dna aar
eowtaure Cerro eatlon of AeJpecowty a.rted, Syed
Wagat Alin Ph. D, P.
E. P»
eidont EkCttaf
U, , Medina, Realdw
anghm ROW
Me. H9TI. -iO42. ftV 3 at A.
SHEATHING
BY OTHERS
N8 INSTALATION ANCHOR
SCREW SHOWN (TYP )
EXTERIOR
FINISH
BY OTHERS
PERIMETER CAULK —
BY OTHERS
FIN TYPE WINDOW
FRAME HEADER
XT RI R
CAULK BETWEEN FIN
HEATING
1" MIN.
EMBEDMENT
2 x WOOD
BY OTHERS
SHIM AS REO'D.
SEE NOTES)
WINDOW
HEIGHT
78 INSTALATION ANCHOR SCREW SHOWN (TYP.)
SHIM AS REO'0.
Z2 x w00DSEENOTES)By OTHERS
FIN TYPE CAULv 'ETWEENWINDOWFRAMEHEA3 & FIN JAMBBY0IRS1- MIN.
EMBEDMENT I
I--
SHEATHING
BY OTHERS
WINDOW WIDTH
EXTERIOR FINISH BY OTHERS
XT RI
R PERIMETER CAULK
BY OTHERS
SECTION 2
WINDOW WTH.
dill /—ANCHOR (
TYP.) O Cf
FIN TYPE
FRAMESILL STOOL
o / o FRAME SILLSILL
OTHERS 24- O
C. MAX. (TYP.) 0
0 WINDOW
T— EQUALLY
SPACE ANCHORS (TYP ) HGT.
o 0
o / o PERIMETER
CAULK BY
OTHERS SHIM
AS REO'D 0 L SEE NOTES) 0
0 o 0 0 6(Trp ) y8 SCREW INSTALATION
V 2
x WOOD ANCHOR SHOWN BY
OTHERS 7yp) 1 6"
MAX. (TYP ) CAULK BETWEEN WINDOW
FIN & ELEVATION
EXTERIOR SHEATHING FINISH1" M:
N. 8Y OTHERS EMBEDMENT
tF VIEWED FfCGM EXTERIOR SHEATHING SECTION 1
8Y OTHERS MANUFA-
ZTURSE rUO;
MASTERFILE # 3 - -- - - _
COMPARATIVE ANALYSIS & ANCHOR
CHART WINDOW DESIGN PRESSURE
NO. OF /8 SCREWS NO. OF 0.090 DIA NAILS SIZE (INCHES) CAPACITY
IN PSF REO'D IN FRAME REO'D. IN FRAME WIDTH/HEIGHT EXTERIOR
INTERIOR HEAD SILL EA. JAMB HEAD SILL 0 EA. JAMB 16 x 30
109 109 2 2 2 2 2 3 16 x 40
83 83 2 2 3 2 2 3 16 x 50
63 63 2 2 3 2 2 3 16 x 2
2 3 20 x 30
86 86 2 2 2 2 2 3 20 x 40
73 73 2 2 3 2 2 4 20 x 50
59 59 2 2 3 2 2 4 20 x 60
48 48 2 2 3 2 2 4 28 x 30
57 57 2 2 2 2 2 2 28 x 40
52 52 2 2 3 2 2 3 28 x 50
46 46 2 2 3 2 2 4 21 x 50
40 40 2 2 1 2 2 4 30 x 30
52 52 2 2 2 2 2 2 30 x 40
49 49 2 2 3 2 2 3 30 x 50
43 43 2 2 3 2 2 4 30 X 60
40 40 2 2 3 2 2 4 38 x 30
41 41 2 2 38 X 40
40 40 3 3 3 3 3 3 38 x SO
e0 40 3 3 3 3 3 4 B x 40
40 3 3 3 3 3 5 40 It 30
40 40 3 3 2 3 2 40 x 40
40 40 3 3 3 3 3 3 40 x 50
40 40 3 3 3 3 3 4 4Q x fiO
a0 4 3 3 3 3 3 5 J 4 4
4 1 4 4 1) SHIM AS
REO'D. ADJACENT 70 EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM MAX. ALLOWABLE SHIM STACK
TO BE 1/4-. 2) WINDOW FRAME
MATERIAL: ALUMINUM ALLOY 6063. 3) USE LATEX
CAULK BEHIND WINDOW FIN AT HEAD, SILL & JAMBS. 4) USE LATEX
CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE, 5) CLASS THICKNESS
MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN,
INSULATING GLASS IS ALSO QUALIFIED. 6) wHERE WATER
RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES, POSITIVE DESIGN LOADS WILL BE
LIMITED TO 40.0 PSF DUE 70 WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 7) INSTALLATION: FIN
FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS, USING 0.090 IN.
DIA NAILS OR p8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. I' EMBEDMENT INTO SUBSTRATE 8) IF
EXACT
WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE.
9) GENERAL ALUMINUM'
S 1140 SERIES SINGLE HUNG IS SHOWN THIS PRINT ALSO APPLIES TO THE 1940 INSULATING GLASS SINGLE
HUNG SERIES 10%1 + 1
SSCX1110.
ASSEMBLY DRAWING SERIES
1140/1940
TOL SINGLE HUNG WINOO'N co DATE SYM
RE'L$
ON _* I Er: _ t t /05i ' B G='d-001 tee........ ._3. .. ... .v. .,... ,. _... .. -o..,
o. . <.., .. -.n 777 77 —o.E :t-- -.736' .07-9..5-.35!
ONE BY WOOD
BUCK BY OTHERS
CAULK BETWEEN WINDOW
FLANGE k WOOD BUCK
CONCRETE OR
MASONRY OPENING
BY OTHERS
EXTERIOR
FINISH
BY OTHERS
PERIMETER CAULK
BY OTHERS /
FLANGE TYPE J
WINDOW FRAME
HEADER
EXTERI
WINDOW
HEIGHT
FLANGE TYPE---\\
WINDOW FRAME
SILL
PERIMETER CAULKBYOTHERS
ONE BY WOOD
SHIM AS REO'D BUCK BY OTHERS
SEE NOTES) 1 1/4' MIN,
INSTALLATION ANCHOR BUCK WIDTH EMBEDMENT
3/16' DIA. TAPCON SHIM AS REO'D
SHOWN 1/4' SHIM r (SEE NOTES) FLANGE TYPE SPACE MAX. ICAULKBETWEENWINDOWFRAME
WOOD BUCK 6: JAMB G CONCRETE
MASONRY OPENING OR MASONRY
BY OTHERS OPENING
BY OTHERS
d 44 Iu aioLUR T1oN
1 1/4' MIN.
EMBEDMENT 3/16' DIA
4 TAPCON SHOWN
PERIMETER CAULK
BY OTHERS CAULK BETWEEN
WOOD BUCK dI
WINDOW WIDTH MAS Y OPENING
1/4' SHIM BY OTHERS
SPACE MAX. EXTERI CAULK BETWEEN EXTERIORWINDOWFLANFINISH
SECTION 2
WOOD BUCK BY OTHERS
WINDOW
WTH.
A B C
BUCK p EHEIGHT
SILL STOO_ /
K 2
BY OTHERS
WINDOW
HGT. F G
H
CAULK BETWEEN WINDOW FLANGE
PRECAST SILL WITH VULKEM
PRECASR SILL 115 ADHESIVE CAULK OR
BY OTHERS APPROVED EQUAL
SECTION 1
GENERAI NOTES:
1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX.
ALLOWABLE SHIM STACK TO BE 1/4".
2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 5063.
3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD III JAMBS. SILL MUST BE
ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL
4) APPLICATION OF VULKIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT
MANUFACTURER'S RECOMMENDATIONS.
5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE.
6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS.
SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO OUALIFIED.
7) GENERAL ALUMINUM'S 1440 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO
THE 1540 INSULATING GLASS SINGLE HUNG SERIFS.
1
ELEVATION
VIEWED FROM EXTERIOR
GZ Z DATE
CRiTR.ALFLOIRD A. B. 0 . A. F 1 I
V.ANU ' k srrLRM TAM I
r ^JERAL AL. Urt[AV VM
N AQTR..l£ RUN. -A
COMPARATIVE ANALYSIS do TAPCON ANCHOR LOCATION CHART
CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR
SIZE INCHES CAPACITY IN PSF LOCATIONS
WIOTH/HoGHT EXTERIOR INTERIOR HEAD JAMBSSIZE
12 19 1/6 x 26 99 99 11
13 19 1/3 X 38 3/9 76 78 B F.G
F.G1419t/a X 50 6/6 59 59 B F,G14+4 19 //6 X 54 " 54 54 B
F.G14+5
15
19 I^ X 55 5/2
19 1/6 X 83
52
45
52
45
B
B F,G
16 1 19 its X 72 40 40 a F G
1H3
25261/2x 36 3/9 51
51
a, 51X8F,G
1H4 26 1/2 X 50 5/0 44 44 B F.G
F,G1144+4 26 1/2 X 54 6/8 42 42 B
F,G1H4+5 26 1/2 X 55 5/8 41 41 B F,GIH5281/2 X 63 40 40 B
H6 28 1 X 72 40 40 El
3OX2 30 1/2 X 25 55 Sg553OX330t/2 X 36 3/8 44 8 F,G
30X4 30 1/2 X 50 5/s 40 40
40
8 F.G
F,G3OX4+4 30 1/2 X 54 3/8 40
40 40
8
B F,G3OX4+5
3OX5
30 1/2 X 55 5/0
30 1/2 X 53 40 40 B F.G
3OX5 2 40 40 f M 1
22 x 51 51 B F.G
23 37 X 38 3/1 40 40 B F,G
24 37 X 50 3/5 40 40 B F.G
24+4 37 X 54 WN 40 40 B F,G
F,G24+5
25
37 X 55 VIR
37 X 63
40
40
40
40
B
B F,G,H.I
6 37 X 72 40 40 aF H
4826
4838
48 x 26
48 X 38 3/8
46
40
46
40
8
B
F.G
F.0
4850
484+4
46 X 50 5/0
48 X 54 6A
40
40
40
40
B
8
F.G
F,G,H,I
484+5 48 X 55 s/s 40
40
40
40
8
B
F,G,H,I
F,G.HJ4863
4972
48 X 63
1 40 40
32
1
l/3 x 26 45 45 B F,G
33
34
53 1/0 X 38 3/5
53 1/$ X 50 s/6
40
40
40
40
B
B
f,C
F,G H,I
34+4 53 1/6 X 54 5/6 40 40 B F,G.H.I
34+5 53 1/s X 55 5/8 40 40 8 F,G,N,1
35 53 1/6 X 63 40 40 B F,G.H,I
35 53 t X 72 40 40 B F G H 1
wm
1) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15X OF DESIGN LOAD APPLIES, POSITIVE DESIGNLOADSWALLBELIMITEDTO40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST.
2) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE DR MASONRY OPENING USE 3/16' DIA. TAPCON
ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4' EMBEDMENT INTO SUBSTRATE AT LOCATIONS
SHOWN ON CHART.
3) SEE ELEVATXki FOR KEY TO TAPCON LOCATIONS
4) INSTALL pe SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4' MIN. EMBEDMENT INTO WOOD BUCK ATALLOTHERFACTORYAPPLIEDINSTALLATIONHOLES.
5) IF EXACT WINDOW SZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT
LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'D.
1001 M. Gox6T Rd. • CoIl ft% TX 75M -P.C. Box BI90YY • k1 aI. TX 75M I
ASSEMBLY DRAWING
SERIES 1440/1540 ML SINGLE HUNG WINDOW
BB N A _
Ep 10/26/01 B GEN 0012
SHEA
By C
CAULK BEHIN
EXTERIOR
FINISH
BY OTHER
PERIMETER
BY OTHERS
FIN TYPE
vINDOW
HEADER
GLAZINI
SEE NL.__.
EXTERIOR
FIN TYPE
FRAME SII
PERIMETEI
BY OTHER
EXTERIOR
FINISH
BY OTHER
CAULK BI
SH: ATHIN,,.
Br OTHERS SECTION 1
WINDOW vjDTH - I/4' MAX
SHIM SPACE
2 x By WOOD
Br OTHERS SHIM AS REO'D. I 2 X WOOD
BY THERS
FIN TYPE WINDOW
08 INSTALLATION FRAME JAMB
L
I
ANCHOR SCREW
I' MIN,
SHIM AS REW D GLAZING EMBEDMENT
SEE NOTES>
MAX.
SPACE 1
WINDOW
HEIGHT
La
24' O.C.
MAX. (TYP.)
WINDOW
HEIGHT
L
S
tEO' D.
T
L1/4' MAX
SHIM SPACE
N8 INSTALLATION
ANCHOR SCREW
2 X WOOD
8Y OTHERS
EXTERIOR
PERIMETER CAULK
BY OTHERS
N8 INSTALLATION
ANCHOR SCREW
A tj
COMPARATIVE ANALYSIS & ANCHOR CHART
WlNDOw DESIGN PRESSURE NO, OF N8 SCREWS NO OF 0,059 D1A. NA!LSSIZECAPACITYINPSFREQUIREDINFRAMEREQUIREDINFRAME
INCHES)
WIDTH/HEIGHT EXTERIOR INTERIOR HEAD L SILL 2 EA JAMB HEAD L SILL B EA JAMS
20 x 30 40 40 2 2 2 2
20 X 40 40 40 2 3 2 2
20 X 50 40 40 2 3 2 3
20 x 60 40 40 2 3 2 3
30 x 30 40 40 2 2
30 x 40 40 40 2 3 2 3
30 X 50 40 40 2 3 2 3
30 x 60 40 40 2 3 2 4
40 X 30 40 40 3 2
40 X 40 40 40 3 3 3 3
40 X 50 40 40 3 3 3 4
40 X 60 40 40 3 3 3 5
50 x 30 40 40 3 2 4 2
50 X 40 40 40 3 3 4 3
50 x 50 40 40 3 3 4 4
50 x 60 40 40 3 3 4 5
61 40 40 1 4 4
EXTERIOR
FINISH CAULK BEHIND FIN
BY OTHERS C'P'TED A? F* ^A B'0.ALF• SECTION 2 SHEATHING
By OTHERS M.L\ Ul'ANUFA H NAME
WINDOW WIDTH MASTER FILE #
N T0000011yERE WATER RESISTANCE TEST REOUIREMENT OF 15% OF DESIGN LOAD APPLIES,
o o
POSITIVE DESIGN LOADS WILL BE LIMITED TO 40.3 PSF DUE TO WATER TEST
PRESSURE OF 6.0 PSF ACHIEVED IN TEST.
2) INSTALLATION, FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOODSTUDSUSINGN8SCREWSOFSUFFICIENTLENGTHTOPROVIDEMIN. I' EMBEDMENT
INTO SUBSTRATE OR 0.099 IN. DIA NAILS.
3) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE QUANTITY LISTED
WITH NEXT LARGER SIZE.
o / 0 2 41 SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING S=iM
EQUALLY SPACE MAX. ALLOWABLE SHIM STACK TO BE 1/4'.
ANCHORS (TYP.) 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063.
6) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD, SILL 6 JAMBS.
7) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE
0 0 8) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300 GLASS CHARTS.
SINGLE GLAZING 1S SHOWN. INSULATING GLASS ALSO QUALIFIED.
9) GENERAL ALUMINUMS 1100 SERIES PICTURE WINDOW IS SHOWN THIS PRINT ALSO
APPLIES TO 1900 SERIES PICTURE WINDOW.
0 0
6' MAX. (TYP.)
0 0 0 0 0 0
1
6' MAX. (TYP.).--
I • 3LEVATION
VIEWED FROM EXTERIOR
iNSTALLANDi ANC<P f— DOOR WIDTH
xEA THING (SEE NOTES) °E
By CTHERS CAULK BETWEEN
DOCP FLANGE TWG BY WGGG SLIDING GLASS
BY CTHE=SSSHEATHING CGCP. FRAME
JAMS
I liv I \/ II
STUCCO _J
OR SIDING
BY OTHERS
PERIMETER
CAULK By
OTHERS
L •Irk.
Mx
7';( Kl .4 iH la`l l ILi '.r . . nJ. c
Lo D>4 Q9616
Il Fi.ti.J s.i
SLIDING GLASS
DCCP..F3AME
SILL
1 IrvGA
LIBERALLY APPLY
CALL:<ING UNDER SILL
1/4' MAX.
SHIM SPACE
E I
I-1/8' MIN.
EMBEDMENT
SLIDING GLASS
DOOR FRAME
HEAD
TEMPERED
GLASS (TYP.)
DOOR
HEIGHT
I
I EM3E_^MENT
MIN,
Y A D
DR\
OR SET SILL IN BED !NSTALLATiCN sNC:-CP
OF C=NCRE-_ 3/15' I? TAPCON
SEC j :UN A -A
TEMPERED GLASS
TYP.)
PERIMETER
CAULK 3Y
OTHERS
SECTION B-B
A
MAX. SHI4 S'AC:
TWO BY VOCO
1-i/8 MIN. BY GTHE=S
j—E4?E MENT
SLIDING CLASS DOOR
SHIM AS REG"D. HOOK STRIP
SEE riOTES)
INSTALLATION ANCHOR
s8 SCREW
CAULK BETWEEN
DOOR FLANGE
L SHEATHING
t— SHEATHING
BY OTHERS TEMPERED GLASS —
STUCCO (TYP.)
OR SIDING
By OTHERS SLIDING GLASS DOOR
INTERLOCK
A -T
EXTERIOR ELEVA T IOi\1
2 PANEL DOOR SHOWN
FtV 12002
N yTALLATIGN A.;c=
T'JC 3Y WCGD
3. OTHERS
CAULK :EiVE_N
HOCK SI=IP L
SHEATHING
1-1/8' MIN,
EMBEDMENT
SHEATHING
BY OTHERS
STUCCO OR SIDING
BY OTHERS
HOOK STRIP DETAIL
1TTFS: 3DOORMATERIAL: ALUMINUM ALLOY 6C63. 2) AB INSTALLATICN SCREW$ MUST 3E OF SUFFICIENT LENGTH TO ACHIEVE HIM. C."SEOMENT OFI-1/6' INTO WOOD. TAPCCm TYPE INSTALLATION ANCHORS AT SILL MUST 3E OF SUFFICIENTLENGTHTOACHIEVEHim. E.46EDMENTOF I-t/4' INTO MASONRY C:R CW.gETE. 33Im;TALLATICN ANCHOR CHART ON BACK GF THIS SHEET. 4) USE SILICGIIZED ACRYLIC CAULK 3EHIND DER FLANGE AT HEAD L JAMBS. 51USESILICC4IZEDACRYLICCALLKFORPERIMETERSEALAROUNDEXTERIOROF MCA.. 1
61
If EXACT DTCR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WRH r{XT LARGER
SIZE. FCR THE APPRCPRIAT. DESIGN PRESSURE REO'D. 71
FOR POCKET DOOR SIZES USE CLCSEST 3TPASS DOOR SIZE L CONFIGURATION TO FINISHED CPENINC. 3
PLACE INSTALLATION ANCHORS. IN FRONT OF HOOK STRIP AS SHC%M. 9)
GLASS THICKNESS MAY VARY PER REOUIRE.HENTS OF ASTM C1300 GLASS CMAR'S 9) DOOR UNIT IS APPROVED USING TEMPERED GLASS In SINGLE GLAZED GR INSULATING GLASS. 10)
JAH3 / SILL CCINERS ARE TO 3£ SEALED WITH A SMALL JOImT •EAN SCALE?. it)
SHIN AS REO'D. -C
AT
EA S£T Cr iNSTALLLL AT!0NANCHORS. MAX. AGWA&C SHIN STACK TO 3E 1/4' 2) All
INSTALLA TICM ANCRS M;ST 3E MADE OF C3RROSICN RESISTANT MATERIALS 13) WHERE 'X- RC?RESENTS mOV;HG PANEL AND -0' REPRESZmTS FIXED P4MCL APPROVED CJNFIGURATICNS AREASL:STEO Cm ANC CR CHART CM SACKOF THIS SHEET. 14) NOT ALLCCIFIGURATICmSLISTEDA3CVSARES.GVN ON THIS GRAVING. HOWCV(4 INS'AL'i1Gm SECT;_14S 'A -
A', '3-3' L MC -Cc STRIP 3ETAILAPPLY TO INSTALLATIC) Cf ALL A:0ROVE3 CONFIGURATICNS. 15) .LCRIDA
EXTRUDERS
1000 "ERtE; SL]DING CLASS DOOR IS SHOVN THIS PRINT ALSO APP,i TC 2000 SERIES AND
500 SERIES. REVS DESCRIPTION I
DATE ( INi EXTRUDERS F LORIDA INT. INC. BAN FL TITLE. SLIDING CLASS
DrnR J i ALL
I IGN \,JI 1 ,t! f j DRAWN
EY: =? ( APP;FOVED BY: ATE: iSC-LE:
N'= iDW
SCDEW 1NS I ALLA i ION ANCHUH SHAH NOMINAL
DOOR QUANTITIES IN HEAD SILL OUANTITIES IN EA. JAMB `QUANTITIES IN EA. HOOK STRIP DOOR
UP
TO cc 6F_, ip 6l PSF TO UP Tp 46 PSF TO 61 PSF TO UP TO 46 PSF TO 6t PSf _TO SIZEANC' SIZE C
0Ns-IGU° ATID1 45 PSF I 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PS- 60 PSF 70 PS 4068
Xx, 0x, x0 48 x 80 6 6 6 8 8
8
8
8
8
a
4
4
a
a
4
5068
XX, Dx, x0 60 X 80 6 6 6 8
8 8 4 4 4 6068
Xx, OX, X0 72 X 80 8 8 8 8
8 8 a a a 8068
xx, OX, x0 96 x 80 10 t0 10 12
8 8 8 4 4 4 10068
Xx. Ox, x0 0X,
x0 120
x 80 60
x 96 12
6
1
p 6
6 10 l0 10 5 5 5. 5080
Xx, 6080
XX, Ox, XO 72 x 96 8 8 8 10 10 10 5 5 5
5
5
8080
xx, Ox, x0 96 X 96 10 10 10 10 10 10
10
10
5
5
5 5 10080
xx Ox x0 120 X 96 ' 6
6 10
12
12 12 6 6 6 50100
Xx, Ox, x0 Ox,
x0I 60 x 120 72
X 120 6
I 88 8 12 12 12 6 6 60100
XX, 0
0 Xx x. x 96 x 120 10 to 10 12 12 12 6 7 8 9068
Ox0 109 1/8 x 80 12 { 12 12 8 8 8
8
8
4
4
4 12068
Ox0 145 1/8 X 80 14. I 14 14 8 8
8 8 4 4 4 15-
068 OXO 181 1/8 x SO 16 16 16 10
10 10 5 5 9080
OXO 109 1/8 x 96 12 12 12 10
10 5 5 5 12080
OXO 145 1/8 X 96 14 14 14 10 10
10 10 S 5 5 t508O
OXO 181 1/8 X 96 1 12
12 12 5 7 8 90100
Ox0 109 1/8 X 120 12 ti: 12 12
12 12 I 5 7 8 t20100
OXO 145 1/8 X 120 4 4 8
8 8 4 a 4 9068
XXX 106 5/8 x 80 12" 12 12 f 8
8 a I4 12068
xxx 142 5/8 x 80 14 14 14 I 8 8
8 4 a 15068
Xxx 178 5/8 X 80 8 10
10 10 5 5 5 9080
xxx 106 5/8 X 96 12 12 12 I I I 12080XXX1425/8 x 96 14 14 14 10
10 5 5 5 15080
Xxx 178 5/8 X 96 16 16 16 10 12
12 6 7 8 90100
XXX 106 5/8 x 12Q 12 I 12 12 e
12
12
2 I 12 I 6 7 8 i
xxx 142 5/8 X 120 a e 8
8 4 4 4 10068
OXXO 119 5/8 X 80 12 12 12 8 8
4 4 4 12068
OxxO V 143 5/8 X 80 14 14 14 8 I8 8
8 4 4 4 1606°
OxxO 1191 5/8 x 80 18 t8 18 8 10
to 10 II 5 5 12080
OxxO 143 5/8 X I14 I14 II 10 10 t0 5 5 5 16080
0 0 t91 5/8 x 96 t8 l8 t8 12
12 12 6 7 100100
O XXO 119 5/8 x 120 12 12 12 12
12 6 7 8 120100
Oxxo 143 5/8 x 120 14 II 14 14 12 4 12 2 5 7 8 160100 (
rxxO 191 5/8 x 120 18 tE 19 4
4 t
o XXXX 1 1/4 X b 12 12 12 c 8
d
8
I{ 8 4 I a I 12068xxxx1411/4 X 80 14 I14 I14 I 8 8 I 8 a f a 4 16068
xxxx 189 1/4 x 80 15 l6 l6 t0080
xxxx It/ 1/4 x b l12 i12 12 t 10
i
10
s 12080
XXXX 141 1/4 X 96 14 14 14 I10 II 10 I !0 I 5 60G0
xxxx I 189 !/4 x 96 I 16 16 6 10 i2
7 8 i00t00
xxxx 117 1/4 x 120 j 12 12 12 f i2 12 I 77 120!00 Xxxx 1141 1/4 X 120 14 14I 1%= I '•2- 1!2a 1!2 na
GXXXX99 !/a x 120 I'6 i6 i.6r0 Niii_ S /
7 — " -- Jam_ SAM_ =fir:= < 1' • •-- Jr 1I It/
V y . FLORIDAjNT.
IN.cQJ SLIDENG
GLASS
DCGR INSTALLATION l---
7 L -
CCIvi_ N.. --
OP '.
MAcnN Y OPENING
CAULX
i30O2 ILONG_
S vr",:, SUCK CAULK BETVE_N
PERXETER WOOD BUCK 8
CAULK, BY MAS-Y. OPENING
OTHERS 1
BY OT:-I RS
TUCCJ
BY OTr._R
INSTALLATION ANCHOR
08 SCREW (TYP. WHERE —
TAPCONS ARE NOT REO'D.)
SLIDING GLASS
DOOR FRAME
SILL
a
n
d
4
d n
D
LIBERALLY APPLY
CAULKING UNDER SILL
c
NSTA__A71ON ANC*4CR
3/15' LiI A. iAPC;N
NSTAL,Ai{ON ANCHOR
e 9 $ERE',/ ( i YF. WHERE
ONE WOOD TAPCENS JOKE NOT
BUCK BY OTHERS
4' MIN
EMBEDMENT
1/4' MAX.
p SHIM SPACE
SLIDING GLASS
DOOR FRAME
HEAD
TEMPERED
GLASS (TYPJ
DOOR
HEIGHT
d EMBEDMENT
A 1-1/4' MIN.
A D
OR SET S]LL IN BED INSTALLATION ANCHOR
OF CONCRETE 3/16' DIA. TAPCON
SECTION A-t",
SLIDING GLASS
DOOR FRAME
JAMB
TEMPERED GLASS
TYPJ
PERIMETER
CAULK BY
OTHERS
w— S.G.D. WIDTH
4• MAX. SHIM SPACE
1 1/4' MIN.
EMBEDMENT
I ONE BY VOOD
BUCK BY OTHERS
CAULK BETWEEN
d WOOD BUCK L
MAS-Y. OPENING
BY OTHERS
SHIM AS REO'D. T(SEE NOTES)
INSTALLATION ANCHOR
3/16' DIA. TAPCON
Q CAULK BETWEEN
DOOR FLANGE
L WOOD BUCK
CONCRETE OR
MASONRY OPENING
BY OTHERS
INSTALLATION ANCHOR
3/16' DIA. TAPCON
SLIDING GLASS DOOR
HOOK STRIP
3-3/4' MIN. EMBEDMENT
I
T
CONCRETE OR
14ASONPY OPENING
BY OTHER$
d
CALM K bETVELN
I IWOODBUCKs
MAS•Y. OPENING
BY OTHERS
CAULK BETWEEN
HOOK STRIP 6
WOOD BUCK
ONE BY vOOD
BUCK BY OTHERS
STUCCO ---,
BY OTHERS
r lA A. A%AU d B.Q.A.F.TEMPERED GLASS
SECTION B UFACfuRE RAME.
CTYP)
SLIDING GLASS DOOR
INTERLOCK
MASTER FILEHOOK STRIP DETAIL A
1) DOOR MATERIAL' ALUMINUM ALLOY 6063. 2)
TAPCON TYPE INSTALLATION ANCHORS MUST BE OF SUFFICIENT LCNGTM TO ACHIEVE MIN. EMBEDMENT OF
1-1/4' 1 770MASONRY OR CONCRETE. 3)
ALTERNATE TAPCON INSTALLATION ANCHORS FRONT TO BACK IN ALL FRANC MEMBERS. 4) 1APCOM ANCHOR CHART ON BACK OF THIS SHEET. S,
USE SILICOMIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT MEAD 6 JAMBS. 6)
USE SILICCIN12ED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR. 7)
IF EXACT DOOR SI2C IS NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITY LISTED WITH NEXT LARGER
SITE. FOR THE APPROPRIATE DESIGN PRESSURE RCO•D. B)
FOR POCKET DOOR -SIZES / USE 4 FRONT
or BYPASS
DOOR SIZE L CONFIGURATION TO FINISHED OPENINPLACE TAPCONS.
IN FR< OK STRIP AS SHOWN. 91 GLASS
THICKNESS MAY VARY PERR REOUIREMEN7S OF ASTM E1300 GLASS CHARTS. 10) ALL
FACTORY APPLIED HOL.CS MOT DCSIGMATC FOR TAPCON ANCHOR SHOULD BE FILLED WITH KB SCREWS 3 B
OF SUFFICIENT LENGTH TO PROVIDE MIN 5/0' EMBCONENT INTO WOOD BLICK. 11) DOOR
UNIT IS APPROVED USING YEMPERED GLASS IN SINGLE GLAZED OR IM%LAY,NG GLASS. 12) JAMB /
SILL CORNERS ARE TO BE SEALED V17H A SMALL JOINT SEAM SEALER. 13) SHIM
AS REO'D. AT EA, SET OF INSTALLATION ANCHORS. MAX ALLCVABLE SHIM SMACK TO BE t/4•. 14) ALL
INSTALLATION ANCHORS MUST BE MADE OF CORROSION R•_231ANT MATERIALS t5) WHERE '
X' REPRESENTS MOVING PANEL AND '0' REPRESENTS FIXED PANEL APPROVCD A CONFIGURATIONS
APE AS LISTED ON ANCHOR CHART ON BACK OF TMIS SHEET. 16) NOT
ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN ON THIS DRAWING. HOWEVER 1prVA"A7lw EXTERIOR ELEVATION
SECTIONS 'A -A'. '8-1' 6 NOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED 2 PANEL
DOOR SHOWN COWIGURATIONS- 17) IN
TAIL ONC TAPCON 1N EACH PAIR OF FACTORY APPLIED INSTALLATION HOLES UNLESS NO7£D VNERVISE ONANCHORCHARTSEESACKOFTHISSHEET. 18) FLORIDA
EXTRUDERS 10DO SERIES SLIDING GLASS DOOR IS SHL'WN. THISPRINT ALSO APPLIES TO 2000 SERIES
AND 500 SERIES. REVS DESCRIPTION
DATE INI L 0
P I D A EXTRUDERS I INT.
INC. SANFORD FL. TITLE: SLIDING
GLASS DOOR INSTALLATION WITH
T APCONS DRAWN BY:
R I APPROVED BY: i i
nATF• in/?/ni fcri1 r- n4 i C Inwr. _. r1 rvnn
A'CON P,NCHOIR CHART
NOMINAL DOOP QUANTITIES IN HEAD & SILLI QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP
DOOR
SIZE AND SIZE UP TO 46 PSF TOI! 61 PSF TO UP TO 46 P5F TO 61 PSF TO UP TO 46 PSF iO 61 PSF Tp
CONFIGUrAT!ON 45 PSF 60 PSF I 70 PSF 45 PS f 60 PSf 70 PSF 45 PSf 60_ PSF 70 PSF
4068 XX, OX, x 48 X 80 3 3 3 4 4 4 3 3 4
5068 XX, OX, XO 60 X 80 3 3 3 4 4 4 3 4 4
6068 XX, OX, X 72 X 50 4 4 4 4 4 4 3 4 5
068 xx, Ox, XO 96 X 80 5 5 5 4 a 4 3 4 5
10062 xx, 0x, x0 120 x 80 6 6 7( ) 4 4 4 3 4 5
5080 Xx, OX, XO 60 X 96 3 3 3 5 5 5 4 5 6
6080 Xx, Ox, XO 72 X 96 4 4 4 5 5 5 4 5 6
8080 xx, Ox, XD 96 x 96 5 5 5 5 5 5 4 6 6
10080 xx OX, XO 120 x 96 6 A 7 n1 5 5 5 4 6 6
50100 XX, OX, XO 60 X 120 3 3 3 6 6 6 5 6 7
60100 XX, OX, XO 72 X 120 4 4 4 6 6 6 6 I 7 8
80100 xx. ox xo 96 X 120 5 6 6 7 (DI) 6 8 9
9068 OXO 109 1/8 X 80 5 5 6 4 a 4 3 4 5
12068 OXO 145 1/8 X 80 7 17 9 02) 4 4 14 3 4 5
15068 OXO 18! 1/6 X 60 8 10 () 11 c 3) 4 4 4 3 4 5
9080 XO 109 1/8 T 96 5 6 5 5 5 4 6 6
12080 OXO 145 1/8 x 96 7 8 <D! 9. Sm) ' 5,:-!. i.. i' !:- 5 4 I 6 6
15080 OXO 181 1/8 X 96 1 8 11 5 5 5 4 6 6
90100 OX0 109 1/8 X 120 5 5 6:.w 6-_ fs:; - cDll 6 8 10
120100 OX0 145 1/8 X 120 7 6 6 7 (Di) 6 8 10
9068 xxx 10 55/8 X 80 5 5-• •-:. _ S- -.... -= 4 - 4 A 3 4 5
12068 XXx 142 5/8 X 80 7 7 8 (DI) 4 4 3 I 4 5
15068 xxx 178 5/8 X 80 8 1 4' a a 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 (D1) 9 (D2)
15080 xxx 178 5/8 x 96 8 1 ( 3) 1 5 5 5 4 6 6
90100 xxx 106 /8 X 120 5 6 6 0 717 6 I 8 I 10
120100 xxx 142 5/8 x 120 7 n> in (n! 6 6 6 8 10
10068 OXXO 119 5/8 X 80 6 6 7 (D1) 4 4 4 3 4 5
12068 OXXO 143 5/8 X 80 7 7 8 (DI) 4 4 4 3 I 4 I 5
16068 OXXO 191 5/8 x 80 9 10 (D1) 12 (D3) 4 4 a 1 3 4 5
10080 FJXXU 115 7/b X yb b 6 7 (Di) 7 0 I 4 bI b
12080 OXXO 143 5/8 X 96 7 8 (DI) 11 9 (D2) I 5 5 5 4 6 6
16080 OXXO 191 5/8 X 96 9 1 (D3 l4 (D5) 5 5 5 4 II 6 6
100100 OxXO 119 5/8 X 120 6 6 7 (DI) 6 6 7 (D1) 6 5 10
120100 OXXO 143 5/8 x 120 7 I 9(D7) I I 17 I I160100OXXO1915/8 x 120 10 (DI) 3D 16 (D7) 6 6 D1) 6 8 10
10063 xxxx Ili 1/4 x 80 6 6 6 4 4 4 II 4
1068 XXXX f 8 (D 14 I16068xxxx1391/4 X 80 9 (DI) p (D2) D4) 4 4 3 I 4 5
10080 xxxx 11 1/4 X b 6 i (Dll 4 6
12080 XXXX 141 1/4 x 96 7 18 (Di) 9 (D2) I 5 I 5 15 I 4 6 6
6080 xxxx i89 1/4 X 96 9 (DI) 4) 13 05) 5 5 5 c 6
100100 xxxx 117 i/4 X 120 6 6 7 (DI) 6 6 D1) 6 8 0
1=0'.00 XXXX 1 1/t X 120 17 I? <DI) 110 (n3) 6 I 6 177 (D1) I 6 I E I I0
160100 XXXX j .85 I/4 X .20 i0 (D2) 3 (DS) 5 (D7) 6 6 7 (Di) 0
Fc_ 2 4
ANCHOR NOTES:
1) IN SOME CASES TAPCONS ARE P.EO'D.
IN BOTH FACTORY APPLIED
INSTALLATION HOLE. 'D1' THPU '07'
DESIGNATES IN WHICH SIZE &
CONFIGUP.EATIONS TWO TAPCONS ARE
FEO' D.
2) 'D!' 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 & SILL SHOULD BE PRIORITIZED
AS FOLLOWS:
A: FIRST ADJACENT TO INTERLOCK OR
BUTT STILES IN HEAD & SILL.
B: SECONDLY, AT EACH END OF HEAD
SILL NEAP. JAMB CORNER., IF
NEEDED.
C; LOCATIONS IN HEAD & SILL OTHER
THAN AS LISTED IN A & B.
10) LOCATION OF ADDITIONAL TAPCONS IN
JAMBS SHOULD BE PRIORITIZED AS
FOLLOWS;
A: FIRST, ADJACENT TO LOCKS IN
JAMBS.
SECONDLY, AT EACH END OF JAMS
NEAP. HEAD & SILL CORNERS.
C LOCATIONS IN JAMBS OTHER. THAN
AS LISTED IN A & B.
r n EXTRUDERS
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MMEAwSOW ARE IM VXWS. DWG. NO.: 102138 REV. NO. I
PRODUCT PCRPORMRni;c DRTR HURRICANECODE_
l
mETRL-EDGE STEEL DOUR 111 WUOD FRRmE
PRODUCT CERTIPICRTIO115HE6T O 1-- Oil r-5
Valid for the following side -hinged door arrangements:
OPAQUE DOORS - Bv, not unRL HEIGHT
Single Door with Sidelite Single Door with Sidelite Single Door with 2 Sidelites Double Doors
on Hinge side on Strike side
DOOR STYLES:
13®
I oa
o0oo0000ao
Flush Arch Top 3-panel 6-panel New England 4-panel Eyebrow 4-panel 8-panel
Boo
9-panel 5-panel 5-panel with scroll Eyebrow 5-panel Eyebrow 5-panel with scroll
SIDELITE STYLES:
aM a a 00
101 0UB 0 Do 0 00 000 P a 00 680
Series 129 Series 200 Series 12R, 12L, 23R, 450 Series 152 Series 149 Series 231.,
24R, 24L Series
DP
tSS. C> -5S , 0 IMPACT ' _MULTI _ME_STL WD_OP o
Enter. v Entry
Systems 49J W
wft s 01 Mooutl aN wewn d"M is o__ wvw nnlK
J
M I A M I•DAI E MIANII-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Premdor Entry Systems
911 E. Jeferson, P.O. Box 76
Pittsburgh ,KS 66762
BUILDING CODE COMPLIANCE OFFICE
ME'rRODADE FLAGLr•.R BUILDING
140 WIS'I'FLAGLL•I2 STREEl',SLUT` 1603
MIAMI, FLORIDA 33130-1563
305) 375-2901 FAX (305) 375-2903
UNTIL%("I'OR I.ICF.NIIN(: SECTION
305)375-2527 Fi%X (305)375-255R
CONTIL-WrOlt F14FORCN:tMPKI' DIVISION
305) 375-2966 FAN (305) 375-290S
11140DUM CON'1'I(O1. DIVISION
305) 375-2902 FAN (305)172-6339
Your application for Notice of Acceptance (NOA) of:
Entergy 6-8 S/E Inswing Opaque Double w/sidelites Residential Insulated Steel Door
under Chapter 8 of the Code of Miami -Dade County -governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this
product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the
use of such product or material immediately. SCCO 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.: 01-0314.23
EXPIRES: 04/02/2006 Raul Kodrlgucz
Chief Product Control Division
THIS IS TILE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE S 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
Miami -Dads County
Building Codc Compliancc Office
sWS0001\pc2000\\tempkates\notice acceptance cover page.dot
Premdor Entry Systems ACCEPTANCE No.: 01-0314.23
JUN 0 5 2001
APPROVED
EXPIRES April 02, 2006
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. SCOPE
1.1 This renews the Notice of Acceptance No. 00-0321.25 which was issued on April 28, 2000. It
approves a residential insulated door, as described in Section 2 of this Notice of Acceptance,
designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade
County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do
not exceed the Design Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 The Series Entergy 6-8 S/E Inswing Opaque Double Residential Insulated Steel Doors with
Sidelites-Impact Resistant Door Slab Only and its components shall be constructed in strict
compliance with the following documents: Drawing No 31-1029-EM-I, Sheets 1 through 6 of 6,
titled "Premdor (Entergy Brand) Double Door with Sidelites in Wood Frames with Bumper
Threshold (Inswing)," prepared by manufacturer, dated 7/29/97 with revision C dated 01/11/00,
bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance
number and approval date by the Miami -Dade County Product Control Division. These documents
shall hereinafter be referred to as the approved drawings.
3. LIMITATIONS
3.1 This approval applies to single unit applications of pair of doors and single door only, as shown in
approved drawings. Single door units shall include all components described in the active leaf of
this approval.
3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle
between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed in
non -habitable areas where the unit and the area arc designed to accept water infiltration.
4. INSTALLATION
4.1 The residential insulated steel door and its components shall be installed in strict compliance with
the approved drawings.
4.2 Hurricane protection system (shutters):
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 (or 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 Build' icial or the South F icia Building Code
SFBC) in order to properly evaluate the installat' f his s stem
Ma el Perez, P.E. Product Co tr Examiner
Pr i et
his
Division
0 •
to.G Sl.al
S[( -CIE
1
SPACING
1
OC SPACININ G
a
110 1 1/j' MIMIIVI [M yl -
Iltl (1 I(i0 l Sll 1. ISl P(Y yWygvwl( 7/IY Nw II[C S
ATTACH ASTRAGAL THROW BOLT
STRIKE PLATE TO THE HEADER
AND THRESHOLD WITH 1110 x 1 3/4'
FLATHEAD SCREWS
PREMDOR (ENTERGY BRAND) DOUBLE DOOR
WITH SIDELITES IN WOOD FRAMES
WITH BUMPER THRESHOLD (INSWING)
N8 x I' LONG
IN ALL REMAINING
HOLES
NOTES
I) VOOD DUCKS BY OTHERS. MUST BE ANCHORED ND x 1 3/4" LONG
PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. FLATHEAD SCREVS
2) THE PRECEDING DRAWINGS ARE INTENDED TO
DUALIFY THE FOLLOWING INSTALLA110NS.
A. WOOD FRAME CONSTRUCTION WHERE DOOR
SYSTEM IS ANCHORED TO A MINIMUM TWO BY WOOD
OPENING. ASTRAGALBMASONRYORCONCRETECONSTRUCTIONWHERE
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
OR MASONRY WITH OR WITHOUT A NON-STRUCTURAL
ONE BY WOOD BUCK.
3 ALL ANCHORING SCREWS TO BE 010 WITH
M M 1 I/2' EMBEDMENT INTO WOOD SUBSTRATE
r 6' PFH TAPCONS WITH 1 112' MINIMUM EMBEDMENT
CIO • 1/ 'pMINIMIU M [yN(p(N(NWI121KNI ]t16SIP(iIIIMC NS 7111/2' MIMIMIl1 (NKOM(Mf
1/1' . 1' ICIMG SIAMICS
SC[ Moir. 0
L.H. INSVING R.H. INSWING
RATINQS
V CRC VATER INFILTRATION
DUIREIICNT IS NEEDED x
MERE VATER INFILTRATION
REOUIREMENT IS NOT NEEDED
Tait iv e NUT AFICROWDx
x
APPROVED AS COMPLYING NTH THE
SOUTH FJUWA OU DING CODE
E Jnn 1
Pao CT CONTROL DIVISION,./
BUILDS CODE COMPLIANCE OFFICE
ACCEPTANCE NO. 01-03 /YI 'Z 3
ASONRY 11 UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR
4 .:IT MUST BE INSTALLED WITH 'MIAMI-DADS COUNTY OVERHANG SUCH THAI THE ANGLE BETVEEN THE EDGE OF CANOPY OR OVERHANG
APPROVED' SHUTTERS TO SILL IS LESS THAN 45 DEGREES. UNLESS UNIT IS INSTALLED IN
5 THREE STAPLES PER SIDE JAMB INTO HEADER ON SIDELITES NON -HABITABLE AREAS VHERE THE UNIT AND THE AREA ARE DESIGNED TO
AND DOOR, THREE STAPLES PER JAMB INTO THRESHOLD ON ACCEPT WATER INFILTRATION.
SIDELITES AND DOOR.
6 LATEX SEALANT TO BE APPLIED Al SIDE BY SIDE LINIIIJAMBSANDSIDELITES. [(IRO
7 DOCR/SIDELITE HEADER, DOOR/SIDELITE JAMBS, AND SIDELITE BASE
CORNERS ARE COPED AND BUTT JOINED.
8 DOORS SHALL BE PRE -PAINTED WITH A VATER-BASED EPDXY RUST
INHIBITIVE PRIMER PAINT WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL.
S FpGM,S SHELL K PRE -PAINTED V11H AN ACRYLIC LATEX WATER -BASED/ 911I. fat
F-RET?tCl?LE VHITE PRIMER WITH A DRY FILM THICKNESS OF 0.9 TO 12 MIL. Pill$ 1-
1029-EM-I SHEET
1 OF' 6 EMS&
L11111 c
4 9/16'
INTFRInR
1 IN J w 11N v OTHER CONFIGURATIONS
111 1/4' 111 1/4, 74, I
MAX MAX MAX iGLAZINGDETAIL
SNERVIN VILIIANS 850A B r t s'.•. rT`
EXIERIETR GRADE LATEX CAULK
XX
X tER10R
I
MAX MAX
Q""jI MAX
MAX
INTERIOR :.i.•. I t r :> :
GLASS BITE 29
1/9' TEMPERED GLASS C as cnnt. foorctCArXXrt: .•,,,
A°;n"JVFp:,$CC'r:PLYI.'JGNTH THE 1 I ADDED PAGE S IODOT 01IIDMSI rr Southl'
1 1 ltot11N16
IDKI IK ITC MI. +!0 SCX(vS t0 tilC !(Ar(S C 1fr {rjjlt'1 qliti6p6 tNTST iDIIT, SII.DIIT. InlFRI Will A
A00 O1f(tt t Or CUI I(aA+f iDn1.-fr rNrAmErg
L•
AAY
IJ I'I I' y (
u
µYID-
PTvDITR('LDI
IS:ON M it L' O'f 31-
1029-
EM-f DU.LG:::
G CCU_ C.S'PLJ V:CE GFFV•E n1ss la y SNE£ T 2 Of 6 0l-03114.
z3 --
01
1/4' SHIM MAX
r 3/4'
80 11/16'
MAX
INTERIOR
79 5/16'
MAX
FIN. F
2 BY WOOD BUCK
1 1/4"
1
7
2
EXTERIOR
1 1/4"
4 9/16"
i SECTION B-B
7
MA I LKIALS LIS I
ITEM NU DESCRIPTION PART NUMBER COMMENTS
1 WOOD HEAD JAMB EM-14 1 1/4' X 4 9/16' MIL. TO BE PINE OR EDUIVALENT
COMPRESSION WEATHERSTRIP EM-25 LOCKSCREEN BRAND LQXSEAL(BRONZE)
3 ALUMINUM ASTRAGAL EM-12 PREMDEIR BRAND OR EDUIVALENT- 5/8' ALUMINUM ASTRAGAL
4Q ALUMINUM -BUMPER THRESHOLD EM-15 PREMDOR BRAND OR EQUIVALENT - 1 1/4' x 4 9/16'
S TOP CHANNEL EM-08 PREMDOR BRAND - 1 II/16' - 20 GA STEEL
6 STEELSKIN Al 124 - a KKU aI 111w I:sT van is Ql'
POLYL)RETHANE F AM CnRF BASF FOAM - DENSITY 2.0 TO 2.5 IbS./Ft'
9 BOTTOM CHANNEL EM-07 PREMDOR BRAND - 1 11/16' - 20 GA STEEL
9O WOOD LOCK BLOCK EM-09 4' x 9 1/2' MTL. TO BE PINE OR EQUIVALENT
t0 STRIKE STILE EM-06 PREMDOR BRAND - 1 11/16' - 20 GA STEEL
tI HINGE STILE EM-05 PREMDOR BRAND - 1 11/16' - 240 GA STEEL
12 LOCK PREP FILLER PLATE EM-10 PREMDOR BRAND - .050' THICK- MTL. TO BE POLYETHYLENE
13 4'x4' HINGE EM-16 HAGER BRAND HINGE OR EQUIVALENT - .097 THICK (STEEL)
I4 WOOD HINGE JAMB 1 1/4' X 4 9/16' MTL. TO BE PINE OR EDUIVALENT
15 N10-24 x 1/2' F.H.M.S. 4) SCREWS PER HINGE INTO DOOR
16 N10 X 2' F.H.W.S. v H JAMB N SIDELITE JAM , B' vN R
MAX 18' D.C. THEREAFTER
10) SCREVS THROUGH STRIKE JAMB INTO SIDELITE JAMB, 4' DDVN FROM TOPXB' D.C. THEREAFTER
6) SCREWS THROUGH EACH SIDELIFE JAMB INTO SIDELITE, 4' DOWN FROM
OP, MAX IS' O.C. THEREAFTER
17 III3/1 )nc• PFxFHTAPOD6 APEvlNlMU11iNvnIrNlMIM
1 yr tM1EDItNr REFER TO ELEVATION VIEV, FOR I OF SCREWS USED AND LOCATIONS 18
NIO X 3/4' F.H.W.S. 2) SCREWS PER HINGE INTO JAMB 19
18 x 2' F.H.W.S. 2) SCREWS AT EACH STRIKE PLATE LOCKSET
KWIKSET BRAND 200 LOCK OR HARLOC BRAND 100 LOCK 1
N10 X 1 3/4' F.H.V.S• 2) SCREWS PER HINGE INTO JAMB WOOD
SIDELITE JAMB EM-18 11 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 22'
x 64' SINGLE PANEL GLASS EM-19 TEMPERED RGLASSIN POLYPROPYLENE FRAME- DC-1643 - (ODL-2 SS
SIDELITE
TRIM (WOOD) EM-20 5/16 x 1/2' MTL. TO BE PINE OR EQUIVALENT WOOD
CASING EM-21 rOR S,DE BY JOE BEAS "M`IINSNT -ITEMS ARE MOLDINGS uSC WOOD
SIDELITE HEAD JAMB EM-22 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT WOOD
SIDELITE BASE EM-23 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT POLYPROPYLENE
LITE FRAME 1643, ODL-2 HP Polypropylene by ODL 16
X i 1/2' PAN HEAD SCREWS 18 PER FRAME TO E COEDi4 [K THERE tER. H
CORNER AN SIDELITE
STILES EM-26 15/16' X 111/16' MIL. TO BE PINE OR EDUIVALENT of
I PIN NAIL 3/4' LONL NAIL. V IN FROM END. MAX B' BE. IH(RAFIER, USED ON MILLIONS AND Ia1N_ DOW
SILICONE #995 KPPROVED
AS COMPLYRIG KITH THE SDu
rM F L(>,'tJM
CITEJUmz_ EYPROD
T 0!RROL DIVISION DUI
DING CODE COL)00*41 E OFFICEACCEPTi,
NCEN0.0 V.L3 LlKlii
LICSS HIED, fRAC. ' DEC. AC EXiRUS11NS
ItdESS hOiED, SID. Coral. 101.1 B
DAD[ CIAJNIY MODIFICATIONS vn ol JD A
DDED PAGE 5 (DOOR OPTIONS) Io-I 9B R N
LIR REVISIONS I DAIE BT PART
NAIQ NIF Y t DR.
By DAIE - MAM I SEALL PREMDOR
ENTRY SYSTEMS 911
E. JIfERS[N PIiISBURG.
KS. 6676? 31-
1029-EM-1 A
SHEET 3 0E 6 REVISIDI
L1111R B
2 BY WOOD BUCK
11 1/4" SHIM MAX
79 3/16"
INTERIOR MAX
80 11 / 16"
IMAX
l
2 BY WOOD BUCK
SECTION C-C
Oft
1 1/4"
EXTERIOR
PLEASE SEE "GLAZING DETAIL"
DRAWING #31-1029—EM—I
SHEET 2 OF 6
1 1/4"
DOW SILICONE #995
LINIIS UNLESS NII(D, FRAC. ' DEC. AN6.
11RUSICNS, TRESS Na1E1), sla C(Wl. IQ'S.
APPRwc) AS COMPLYING VATH THE
S01j HFL UW INGCODE IN. BY R. DAIS - -
dY
JJuINY PREMDDR ENTRY SYSTEMS
PRGDU TC ITROLDIVISIDN 911 L JEFFERSON
GCIIC:r:G CME COMPLIAN^ICE PH ISM, KS. 66767
ACCE;rNCEnoDI-6 3
0
m
DADE COUNTY MODIFICATIONS
MATFRIAI VAS en YCTYRFNF
Awn PAr,F 5 [nnf1R f1PTIf1NS:
ADD SCaivS TO LK MAE l MATERIAL LIST
1-1029-EMI-I
SHEET 4 nF 6
REVISION L(II(R D
OTHER DOOR CONFIGURATIONS
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31-1029-EM-I
SHEET 5 OF 6
REVISION ifIi[R
OTHER DOOR PANEL STYLES
36"
To- M A X
00 doe 00791/16" DD nn 00 gD 00 0000°o DO
000 ®®® go DD D DD
MAC 'D 00 000 00 70 aD o
0o DUD 00 d 101 L0 00 aD 00 00
BLANK TOP 6-PANEL 4-PANEL 9-PANEL 10-PANEL 18-PANEL FLUSH 8-PANEL CROSSBUCK 12-PANEL 4-PANEL 5-PANEL 5-PANEL 5-PANEL 5-PANEL
4-PANEL EYEBROW W/SCROLL EYEBROW EYEBROW
W/SCROLL
ETHER SIDELITE STYLES
36"
r—MAX
79 F/16"
M x 6 0 0 D
SL-10 SL-20 SL-30 SL-60 SL-50 SL-5011 SL-69A SL-69B SL-69C SL-25 SL-55 SL-30D SL-40 SL-90A SL-908 SL-90C SL-30B SL-30C SL-70 SL-80
0o oa nD
no no nD nD oo 0o nn on Do oa Do Do 0o DD o no
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 PD-15 PO-16 PO-17
F U M
o uT
Z Z 5 i o
n U) O toorm
Im m O O Uppq O Ar U Z
G n W
D o
PD-18 PD-19 PO-20 PD-21 PO-22 PD-23 PO-24 PD-25 PO-26 PD-27 PD-29 PO-29 PD-30 PO-31 PD-32 PO-33 PD-34 < in o m f J54
1U01S ME% 1010. (RAC [[C A 4
11" 11S UK[SS 1011I. Sit C9q. T0.T
Dion I M G PAR R[VISRIIS pAi[ IT
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w IT J.D. IA MA l: SCAT[:
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9u [.1rrtRm, SHEET 6 OF 6PD-40 PD-41 PD-42 PD-43 ^13A PD-43B PIIISdRL, CS 6676? PU-JS PD-36 PD-J7 • -3Q PO-39
R(V1SRM t[11(R
a,
TRUSS INDEX SHEET
Per Rule 61G15-31.003 of the Florida Board of Engineers
Customer: BEAZER
Job Identification: ZWKGRDMB
Address 1 CALABRIA COVE
Address 2 LOT 28
Jurisdiction: CITY OF SANFORD
General Building Design Information
Florida Building Code - 2001
ANSI/TPI 1
Design Loads
Roof: 45 PSF
Floor: 55 PSF
Wind: 120 MPH ASCE 7-98
Engineer of Record
Or Building Designer: HURRICANE ENGINEERING
Alpine Engineered Products Design Software
SMYTH LUMBER CO.
ROOF TRUSS DIVISION
2722 SOUTH APOPKA BLVD.
APOPKA, FL 32703
407-299-1522
FAx: 407-299-9153
Seal Date: 06-jan-43
Truss Engineer: William M. Ranieri
FL Lic.# 42704
The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for
the truss component designs listed and included in this truss package. The attached component designs are valid only if depicted with a copy of
the Truss Engineers Ink -stamp seal.
Standard Detail Designs: Std. Gable, Struct. Gable, Comer Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42
Number of Drawings:
Truss ID:
F1 R28
F2 R29
F3 R30
F5 R31
F6 R32
F7A R33
F9 R34
F10 R35 (2-PLY)
F11 V1
F13 H1
F14 H2
R1 H4
R2 E1
R3 E2
R4 E4
R5 E5
R6 c1
R13 C2
R14 C3
R15 C4
R19 cs
R20 C6
R21 C7
R22 C8
R23
R24
R25
R26
R27
53 Plus Standard Details and Placement Plan
Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers
G
owl-
s
O
r, A.
The Truss Engineer s seal, when appfledl eonfinns C1e placement ofthe Wss framing as drelatestothe [cuss designs specificisItus sUucture. TheWss framing is based uponthe
review of plans, drawings andspecificationsprovided by thebuilding design professional.
C STATE OF z The bullQmg design professional has final approval of the truss framing and/ortrussplacementplan. The design ofthe lempor and permanent bracing gre diaphragm systemshearwadsandsiructurafelementstoresiilateralbadsfrom. anNa selsmlc a"iy ii
the responsibility ofbyg1elxdldinydesignprofessional. Additoral approval me buddingdifle (J l le es' n ofessronalshatlinduda, but notbeGmltedlo, design baQng, lengths, profiles,
pitdles and depths.
T/64ME FOOM
DELUXE MASTEF
50 //
4 H/v"
HOLD TRUShES
2 WI RA15ED FE[iS
4 OR 8DA<x r aN DLD x A
VZ' Rd FRAT.E YALL°i
RDDON
Vo'
hU'I-D TRUShES
W RAFED ~EELS 4' OR 6'
BACK r ON DLOCK e
11Z' ON FRAAC WALLS
ROOF TFU55 DIVI'ION
2722 50UTH APOPKA 8LV[)
APOPKA, FL. 32703
t407) Zgg - 1522
FAX 0407) 2gg - g153
Engineering Certificate
of Authorization # g218
NOTES
1T R TIE OILOErh REXAISD(.ITY TO
VHFY TELP56 rLACf)^T rLAN AN'
TRUSS OE%fN OKATN65 MAN' T MO
COWTYNS AW PE -RNNTENT.
A'EFEREW.E'EGTON (A.ZP ANSVTFI I 11Ti1
OATS
2) TRAYES MhT NOT DE CUT OR AL TEREONANYWAYWTHWTrRIORAUTH491ZAT04
DY `AYTH TKV,Y CZWANY
3) TR ,h C'5 THAT ARE CUT OR A1-T W"VVnOrTALITKV2ATION'VLL DEKEPM®
ORRM AftO AT CIF T0l.ER'S C TtMi
4) DACKUiAr4ES OF ANY 00 YLL NOT DEC",MREO WTHWT rWR REVY's A V
WRITTEN CONSENT DY'WYTH TRIhS C4WANY
DETAILS: I1) REFER TO HD 4 REUA-UHOATM-, FORHA14%.N6. MTALLATION, AW
TEWORARY DRA(N61
REFER 10 EWfEEREO ORA'WN6S FOR
rERMAFEN'T WACNG RECAFtV
2) ALL TRIISSEh 44CUM6 TRU'f£S LW6VALLEYFRAANW %PJ T DE COLfLfTELY
DECKED OR REFEY TO VALLEY Tru" PETALS
FOR ALTERNATE ORACM RE0.RE).ENTS
3) ALL VALLEYS TO DE C.WV"LNALLYFRAM' DY mcm
4) NTEMX LOAD DEARw WALLS
5) ri.000 gSTS MAY DE AO MFFDLPTO1tXKIYFORZWSTORYFLLAENW
F
dJ 4YJ6 TO 22WIM5
s1MPSON USP -SAG
Z- HUS26 OR THO26
tD - HHUS26.2 OR TH026-2
C - HMUS26-2 OR THD28-2
r61us48 OR THD48
9 - HGUS26-2 OR TFlOH26.2
HGUS28-2 OR THDH28-2
HGUS28-3 OR THO 128-3
8.
Q) -
1y -
SULIR210
FIGUS48
THA422
OR
OR
OR
SKFI21OURR
THOH48
MSH422
Q'i • THAC422 OR MSM4221F
HUC410 OR FID4101F
THJA26 OR HX26
LWr,bFLUMI5 - r l) T
TOP CHORD 4x2 SP #2
BOT CHORD 4x2 SP #2
WEBS 4x2 SP #3
TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP.
In I UnU—XI-ARLU rnun wnruIcn Ior Ui lwnuo U1'-1-1Uno/ .. .- 11....... ... ...
SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
5-4-8
10"
4 8--
2X4 III 1X3(R)
1X3(R) 3X4m 2.5X4= 2X4 III
2X4IU 2.5X4=
3X4= 2X4M
l08
3X6=
2.5X4 -
Le 11-7-0 Over 2 Supports
R=637 W=7" R=637
f— T
1 0-8 1-II4-0
T--
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD d OTY:7 FL 1 R - Scale =.375" Ft.
WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INS7{TUTE. SBJ D'ONOFRIO DR., SUITE 100, MAOISOM, WI S3719). FOR SAFETY PRACTICES PRIOR TO
PERFORHING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED 91610 CEILING.
M IrE
tIFIC;q /
T C
T C
L L
D L
40
10
O
0
P S F
P S F
R E F R 3 5 2-- 2 7 9 6 1
DATE p /70U / O 9 / 0 2
SMYTH LUMBER CO.
DRW SLTUSR352 02281374ROOFTRU55Drv1510N
2722 SOUTH APOPICA 6LvD.
IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS. INC. SHALL NOT Of RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND
f , j no'42704 p/• Bl.
B C
DL
L L
5.0
0.0
PSf
P S f S L T - E N G / WM RAF'.
O .
FL 32703
407-299-1522
FAX: 407.299 9153
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN .
SP IFIF ICA710W PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS
T
ARE MADE. OF 206A ASTM
ERIC
NR AO GAL Y. STEEL EXCEPT AS NOTED. APPLY
ALPINE
TO
EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
S STATE OFS
N. Pf y . R Qr.
NS/QN
TOT AD. 55.0 PSF SEON 36932
D U R F AC . 1 . 0 0 FROM J EPROFESSIONALENGINEERING
ORAWINGS 160 A-1. THE SEAI ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RE SPONSIBI1.1 Y SO ELY FOR THE TRUSS CONPONE.MT DESIGN SHOWN. THE SUITABILITY kN0 USE OF THIS
SPACING 24. 0CERTIFICATEOFAUTHORIZATION59219COMPONENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER
ANSIITPI 1-1995 SECTION 2.
O C t 1
t"KVKUM0 - rL In I UNV rncrMncu rnvn l,vnruicn Lnrui LLVnua tl UInCnJIVnJ) JUDn(ItLD O1 In VJJ -O M.
ITOP CHORD 4x2 SP #2
BOT CHORD 4x2 SP #2
WEBS 4x2 SP #3
TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP.
SEE HIB-91 SECT 13.2 FOR,ADDITIONAL BRACING REOUIREMENTS.
DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD.
5-4-8
13p -
4
2X4 N 2. 5X4 = 1X3 (R)
1X3 (R) 3X4= 2. 5X4 = 2X4 M
2X4 M 3X4= 2X4 HI
7 T
1-0-8 1-II4-0
9-4-AL
3X6= 3X6m
11-10-0 Over 2 Supports
R=651 W=7` R=651 W=3.5'
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 0TY:1 FL 1 R - Scale =.375" Ft.
WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND
BRACING. REFER TO HIB,91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
MSTIiUTC. SBU D'OXOFRIO DR., SUJ TE 200. MAOISON, NI 57T L91. FOP SAFETY PRACTICES PRIOR TO
PE ORHING THESE FUNCTIONS. UNLESS OTN[RWISE fNOICATEO. TOP CHORD SHALL NAPE PROPERLY ATTACHED
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREO
Pp000CTS. INC. SHALL NOi BF RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGNRACING
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
cOHNEC TORS ARE BADE OF 20GA ASTM A6S3 GR40 GAILY. 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 INOICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPONSIBiLITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHONN. THE SUITABILITY ANO USE Of THIS
M
i•: E' i % il.
f NO.42704 •
it% STATE OF
JVj.% k tf40R%* % A•'• •
sroNat..
T C
T C
BC
B C
TOT
L L
D L
DL
L L
L D .
40.0
10.0
5.0
0.O
55.0
P S F
P S F
PSF
P S F
P S F
R E F R 3 5 2-- 2 7.9 6 2
SMYTH LUMBER CO.
RooFTRUSSDIVISION
2722 SOUTH APOPKA BLvo.
APOPKA, FL 32703
407.299-1 522
FAX: 407-299Q153
PROFESSIONAL ENGINEERING
DATE 08 O 9 0 2
DRW SLTUSR352 02287375
Sl_ T - E N G WM R
S E O N 36934
D UR J A C . 1.00 FROM J E-
S PACING 24.0 f
CERTIFICATE OFyAUTNOR[LLSLON #9218
TTF AIISI)PII1995NSECTIONCUtAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Oct 14 '0
LWKGKUM(3 - h3)
TOP CHORD 4x2 SP #1 Dense
BOT CHORD 4x2 SP #1 Dense
WEBS 4x2 SP #3
SPECIAL LOADS
LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00)
TIC From 310 PLF at 0.12 to 310 PLF at 15.54
BC From 10 PLF at 0.00 to 10 PLF at 15.67
TIC 845 LB Conc. Load at 13.42
T
1-4-0
1
JrLJ V"U 1RVi"l . {U.V. LLVHVJ .
SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP.
14"
7-10-8 6 -7
3X6III 6X83m 6X8= 5X59:—' 3X61N 5X4= 6X8= 7X10a 3X611
11 %\ K III
6X8= /X8=
15-8-0 Over 2 Supports BIN
R=2579 W=8" R=3201 W=10"
T T
1-4-0 1-II4-0
9-4-(1L
PLT TYP. Nave TPI-95 R Design Criteria: TPI STD 1 d OTY:1 FL - 1 R - Scale =.375" Ft.
WARNING`• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND M. T 1. L L 4 0. 0 P S F R EF R 3 5 2 - 2 7 9 6 3BRACING. REFER TO HIB-91 (HANDLING INSTALL LNG AND BRACING). PUBLISHED BY TPI (TRUSS PLATE LYE
INSTITUTE. 580 D'ONOfRIO OR., SUITE Z00, HA0I50 Y, NI SOlY9). FOR SAf ETY PpACT(C ES Pp IOp TO
PERT ORHING THESE FU NCTIOHS. UNLESS OTHERNI SE INO ICA iEO. TOP CHORD SNALI HAVE PROPERLY ATTACHED tIPICA„q'. % T C D L 10 .0 P SF DATE O 8 / 0 9 / O 2
SMYTH LUMBER CO. SiRUC TO AL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CCILIpG.
IMPORTANT•• FURNISH A COPY OF INI$ DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t BC D L 5 .0 P SF D RVI SLTUSR352 022673 76ROOFTRUSSDIVISIONppODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEYI ATION FROM THIS DESIGN; ANY FAILURE TO 1 F No. 427Q4
2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE NIT# TPI; ON FA8RICATING. HANDLING, $NIPPING, INSTALLING AND p
APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONf0RHS WITH hPpLICABIE PROVISIONS OF NOS (NATIONAL DESIGN 1 U C L L 0.0 P SF S L T - E NG / WMR
SPECONCIFICATION PUBLISHED BY THE AMERIA65CAN FOREST
GAL V
AND PAPER ASSOCIATION) NOTIAND TPI. ALPINE STATE OF
407-299.1522 '5, %I
FAX: 407.2959153 EACHEFACESOFRTRUSSF ANOOF ZUNLESSTOiH[RNISE,oaCATEO ONETHISEL,E0 SIGNXCIPI ASPOSII/ON COMMECTOpSN Ep0R5 TO ( isR`OP Y(/ TOT.LD. 55.0 PSF SEQN - 37184
PROFESSIONAL ENGINEERING DRAWINGS 110 A" . THE SEA ON iX{S OpANING INOIChlES ACCEPTANCE OF PROFESSIONAL ENGINEERING NsONAL D UR . F A C . 1.00 FROM J ERESPONSIBlLI1YSOLELYFORTHETRUSSCOHPONENiDESIGNSHOWN. THE SUITABILITY AND USE. Of THIS
CERTIFICATE OF AUTTIORTTATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER Oc t I SPACING S E E ABOVE, ANSI/TPI 1 1995 SECTION Z. -
kLVIRLIKUrID - r77 -.. ..1 ..•11., 1....1. .... .. .1..... ..
TOP CHORD 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
BOT CHORD'4x2 SP #3
WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP.
SEE DWG SLTUSR352 02196003 FOR GABLE DETAILS.
1X3 (R) a 2. 5X4 = W=2..5X4 =—. 1X3 (R) m
T
1-0-8 1 ff4-0
9-4-OL
W=2.5X4- 1X3M
2.5X4 -
14-7-8 Over Continuous Support
R=108 PLF W=14-7-8
Note: All Plates Are 142X4 Except As Shown.
PL7 TYP. Wave TPI 95 R Design Criteria: TPI STD OTY:1 FL 1 R Scale 375" Ft.
YARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND
BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI. (TRUSS PLATE
INSTITUTE. 583 D'ONOFAlO DR., SU"' 100. MAD ISON, YI 53719). FOR SAFETY PRACTICES PRIOR TO
PERF OR MINE THESE FUNCTIONS. UNLESS OTHERWISE IND IC ATEO. TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
INPOR iANT•• FURNISH A COPY OF THIS OESI GN TO THE IXS IALLAT ION CONTRACTOR, ALPINE ENGINEEREDINEEREO
PRODUCTS. 1RC. SHAH NOT 8E RESPONSIBLE F00. ANY OEYlATIOX FROM THIS DESIGN: ANY FAILURE TO
III. THE TRUSSES IN CONFORMANCE YI TH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS OE SI GN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND IP1. ALPINE
CONNECTORS ARE MADE OF 20GA ASTN A653 GR40 GALY. STEEL. EXCEPTDT AS NOTED. AP LY CONNECTORS TO
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
A ROI_
G(L FIC•`.1
pGv -0m.
NQ.447O4 S17C77C1STATEOF
VS•R'O`..
N/j1 { u'vNA`
TC
TC
BC
BC
TOT.LD.
L L
D L
DL
LL
40 .
10 .0
5.0
0.0
55.0
0 P S F
PSF
PSF
PSF
PSF
R E F R 3 5 2-- 2 7 9 6 5
DATE 08 / 0 9 / 0 2SMYTHLUMBERCO.
ROOF TRUSS DIVISION
2722 SOITTH APOPKA BLvD.
APOPKA, Ft. 32703
4072991522 FAx: 407-2999153
DRW SLTUSR352 02267317
SLT-ENG WMR
SEON 37870 DUR.
FAC. 1.
00 FROM JE PROFESSIONAL ENGINEERING DRAWINGS160A,I. THE SEAL ON 1H15 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SPO NS
IB IIITY SOLELY fOR THE iRU55 COMPONENT DESIGN SHOYX. THE SUITAB (L ITY AND USE OF THIS SPACING 24.0"
CERTIFICATE CW AImI0R1ZAffMN#9218 COMPONENTANSECTIOICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Oct 14 '02
LYIRUKUM3 - 1-07-
TOP CHORD 4x2 SP #2
BOT CHORD 4x2 SP #2
WEBS 4x2 SP #3
ITRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP.
2 X 4 III
1X3 (R) = 3X6= 2.5X4 m- 3X4= 3X4= 2.5X4 s
01 8
f_
SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
SEE DWG SLTUSR352 02196003 FOR GABLE DETAILS.
1X3(R)
3X6a 2X4 AI
FIN
v, a 1 1 i w.l
E 14-7-8 Over 2 Supports Jif
R=792 W=3.5' R=792
T
1-0-8 1 4-0
9- 4 - O1IL
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 0TY:S FL 1 R - Scale =.375" Ft.
WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND
BRACING. REFER TO MIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE M QIy~/, T L L 40 D P S F R E F R 3 5Z-- 2 7 9 6 6
INSTITUTE. SB3 D'ONOFRIO OR., SUITE 100, MAOITON, YI 5310). FOR SAFETY PRACTICES PRIOR TO
P ERF ORMIN6 TNESE FUNCTION$. UNLESS OTHERMISE INDii AiEO, i0P CNORD $HALL HAYE PROPERLY ATTAC HCD
STRUCTURAL PANELS, BOTTOH CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT— FURNISH A COPY OF THI$ DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS. INC. SHALL 00t BE RESPONSIBLE FOR ANY DEYIA TION FROM THIS DESIGN: ANY FAILURE TO
tIFIC, •'
fG(f-T%•`•/E
L / j NFJ.42704
T C
BC
D L
DL
10.0
5.0
P S F
PSF
DATE 0 8/ 0 9/ D 2
SMYTH LUMBER CO.
RooFTRUssDEVISION DRW SLTUSR352 02287378
SLT-ENG 4lMR2722SOUTHAPOPKABLVO.
APOPKA. FL 32703
407-299.1522
FAx: 407-2999153
BUILD THE TRUSSES IN CONFDRMANCE YI TH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND
BRACING OF TRUSSES. TH ISDESIGN CONFORMS Y ITH,APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN
TP EC IF 1CAT10M PUBL (SHED BY THE AMER ICAN FOREST ANO PAPER AS50C T AT ION} ANO /PI. ALPINE
CONNECTORS ARE MAOE OF 20GA AS TM A6S0 GRAO GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERVY1"
AL
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17V, t.A
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BC
TOT.LD.
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0 UR F A C . 1 . 00 FROM J EPROFESSIONALENGINEERING
CERTIFICATE OF AUTHORRATION #9218
ORANINGS "0 A-Z. THE 11AI ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING.
RESPONSIBILITY SOLELY FOR THE TRUST COMPONENT DESIGN $HOW N. THE SUITABILITY AMUTE OF THIS
COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER
ANSI7TPI 1-1995 SECTION 2.
PPPP____
oct 14 `02 SPACING 24.0"
kLWR.LTKUPID - r/A
TOP CHORD 4x2 SP #2
BOT CHORD 4x2.SP #2
WEBS 4x2 SP #3 :W1 4x2 SP #2:
SPECIAL LOADS
LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00)
TC From 100 PLF at 0.12 to 100 PLF at 14.88
BC From 10 PLF at 0.00 to 10 PLF at 15.00
TC 3300 LB Conc. Load at 0.67
SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS.
DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD.
TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP.
I7-1-8
15 " -
7-"
3X8 = 1X3(R)
1X3 (R) m 3X4- 2.5X4 3X4w 3X4= 2.5X4 = 3X6= 2X4 ni
Noun •• /
Y
3X12
2.5X4
15-0-0 Over 2 Supports
R=4137 W=8" R=788
7 T
1-0-8 1"ff4-0
9-4-OL
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 1 d OTY:1 FL - 1 R Scale 375" Ft.
WARWING`• TRUSSES REOUIRE EITREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE, 583 O'ONOFRIO DR.. SUITE 200. MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAYE PROPERLY ATTACHED
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT". FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS BE516N; ANY FAILURE TO
BUILO THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND
BRACING OF TRUSSES. THIS OESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPECIFICATION PUBLISHEO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
ICEPT AS VOTED. APPLY
EACHCONNEFACECORSOFNTRUSS. ANDHADOF2UNLESSTOTHERWISEA653`
LLOCATED 00 THISGALY. STEEL.(
DESIGN. POSITION CONNECTORSNPERORS TO
M w _
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fJ< N0.42704
1 STATE OP t*
t i@ RtOP
T C L L
T C D L
BC DL
CBC LL
TOT . L D.
4 0.
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5.0
0.0
5 5.
0
0
P S F
P S F
PSF
PSF
P S F
R E F R 3 5 2-- 4 9 8 6 7
DATE 10114102
S MYTH LUMBER CO.
RooFTRussDivE5loN
2722 SOUTH APOPKA BLVD.
APOPKA,FL.- 32703
407.2991 522
FAX: 407-2999153
DRW SLTUSR352 02287371
SLT-ENG WMR -
S E O N 3 6 9 8 7
D U R . F A C . 1 . 0 0 FROM J EPROFESSIONALENGINEERINGORAWIN65160A- I.THE SEAL ON THIS ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL EWGINEERIN6
R ESPOMS IBILITY SOIELY FOR THE TRUSS COHPONENI DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS
s/nYY N
SPACING SEE ABOVE A L
CE"FICATE~UTTTORRAlRON#9218 ANSIONE TlF199 ANSE CTITICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Oct 14
Y
LWKbKUPrti - VY)`
TOP CHORD 4x2 SP #2
BOT CHORD 4x2 SP #2
WEBS 4x2 SP #3
TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP.
I
2X410
1X3 (R) ® 3X4s
I HIJ UWU PHtPAKtU I -HUM LUMPUItH IWPUI (LUAU) & UIMtNJIUNJ) JUHMIIILU MT IKUJJ MrK,
SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS.
DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD.
110.5 7-8 =1 -4
1X3(R) _
2.5X4 2.5X4 = 2X4 m 2.5X4
3X4= 2X4 III
I I I%/ -,IIImill
3X6m
2.5X4-
12-10-8 Over 2 Support
R=708 W=7"
3X6=
R=708 W=3.5"
F T
1-0-8 1 4-0
9-4-0L
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 0TY:8 (FL 1 R - Scale =.375" Ft.
WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND - R T C L L 40.0 PS F R E F R 3 5 2-- 2 7 9 6 9BRACING. REf ER TO 0I8-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS .PLAT[ ^ •,T//f
pINSTITUTE, S8J D'ONOFRIO 00.., SUITE 200. HAOISON, WI 5J119). FOR SAFETY PRACTICES PRIOR TO xv,R; IPI w
TC dL 10.0 PSF dATE 0U/09/02PERFORMINGTHESEFUNCTIONS. UMLISS OTHERYI SE IND IC ATEO, TOP CHORD SNALL HAYE PROPERLY ATTACHED(!SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ;
ROOF TRUSSDTYISIQN ';,IMPORTANT". FURNISH,A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED s N0.42704 BC DL 5.0 PSF DRW SITUSR352 02287379PRODUCTS, INC. SH All ROT BE RESPORSIBLE FOR ANY DE YI Ai,ON FROM THIS DESIGN; ANY FAILURE TO
2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SNIPPING. INSTALLING ARE)
APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO$ (NATIONAL DESIGN St STATE OF BC LL D.0 PSF SLT-ENG /41MR
407-299-1 522 SPEC IFICA716X PURL ISMEO BY THE ANERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE %JVN S'A. }y1 /
FAX: 407-Z999153 CONNECTOR5 ARE MADE OF TOGA AST A651 GRID GALY. STEEL, EYCEPi AS NOTED. APPLY CONNECTORS TO •••LQA vf.-•AQ TOT.LD. 55.0 PSF SEON 36936
EACH
OR
OF TRUSS. AND UNLESS OTHERWISE LO: ATEO ON THIS DESIGN, POSITION CONNECTORS PER RrE1//.j...`.{••
PROFESSIONAL ENGINEERING DRAWINGS 160 A,E. THE SEAL ON THIS DRAWING INO ICA TES ACCEPTANCE OF PROFESSIONAL ENGINEERING {•M` DUR.FAC. 1.00 FROM JERESPONSIBILITYSOLELYFORTHETRUSTCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS
CERTIFICATE OF AUTHORIZATION#9218
ANSI/TPI IF R,
SE
ANPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER QE.t 14 '02 SPACING 24.0"
LWKbKUMts - 1-1U)
TOP CHORD 4x2 SP #1 Dense
BOT CHORD 4x2 SP 11 Dense
WEBS 4x2 SP #3
TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP.
I' I
2X4 M
1X3(R) e 3X4=
3X6=
I nia UNu rHCYMHCU rnun \.Vr.ru1CH Inru. lwnua 0 UT r.cna lvnal J—III.. c_U U. .n ... .
SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REOUIREMENTS.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
I10.5j6-7-8 - 8-0-
2X4 HI 3X4= 2X4 M
3X8=
12-9-0 _I
0-1 19-10-8 Over 3 Supports
R=665 W=7" R=1187 W=3.5"
18" 2-10-8
1X3 (R)
2X4 N 2X4 M 2X4 M
R=361 W=3.5'
7 T
1-0-8 1 4-0
9-4-AffL
Note: All Plates Are W2.5X4 Except As Shown.
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD OTY:7 FL - 1 R - Scale =.375" Ft.
WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND
BRACING. REFER TO HIB-91 (HANOLIN6 INSTALLIN6 ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE -`e`s M Re'Ai/(--
T C L L 4 0. 0 P S F R E F R 3 5 2-- 2 7 9 7 0
I NSTI TU iE. 583 IT FRIG OR., SUITE 200. MAO ISON. YI S3719t• FOR SAFETY PRACTICES PRIOR TO _•"•'' VPERFORNIMGTHCSLfUMC1lONS. UNLESS OTNERY(SE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED :'SI,n'v Cd''VVV/F T C D L 10.0 P S F DATE 0 8/ 0 9/ 0 2
SMYTH LUMBER CO. STRUCTURAL PANEL BOTTOM CHORD $HALL HAYE A PROPERLY ATTACHED RIG(0 CEILLING.
7•'
IMPORTANT•• FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED }
lG
ROOF TRussDmsiON PRODUCTS. (NC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY" FAILURE TO j •42704 BC DL 5.O PSF DRW SLTUSR352 022813B0
2722 SOUTH APOPKA BLvn. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND i f B C L L 0.0 P S F S L T - E N G / WM RAPOPKA,FL 32703 BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGNS STATE OF
407 299-1 522 SPEC IFIORST ON PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE S A( A 1Ll(P
CONNECTORS ARE HARE OF TOGA A$TM A653 6R40 GALtl. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 0 R1d r' V T 0 T . L D . 55.0 P S F S E 0 N - 36938FAX: 407-29%9153 EACH FACE. OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER--pe6AV•..... DRAWINGS160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGVp 7
PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS I,D U R . F AC . 1.00 FROM U E
CERTIFICATE 0"LmT0fIjzA1#0N #92 18 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Oct 14
ANSI/TPI 1-1995 SECTION 2. SPACING 24
LWKUKUIlU - T 111
TOP CHORD 4x2 SP #3
BOT CHORD 4x2 SP #3
WEBS 4x2 SP #3
SEE DWG SLTUSR352 02196003 FOR GABLE DETAILS.
1X3 (R) 2.5X4m
W=2.5X4 - 1X3III -
2.5X4 -
I n1J vMv rmcr—cv rRvrl Lvnrulcm Inruf LLvnvJ a JUVI 'Iii . . .. .•
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP.
W=2.5X4 m
19-4-8 Over Continuous Suppor
R=109 PLF W=19-4-8
1X3(R) imm
F T
1-0-8 1-4-0
9-4-0L
Note: All Plates Are 142X4 Except As Shown.
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD OTY:1 FL 1 R Scale 375" Ft.
WARMING`• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND
BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE R TC L L 40 . 0 P Sf R E F R 3 5 2-- 2 7 9 7 1
IN 583 D'ONOFRIO OR., SVITE 200, MADI50 N,
Of
YL 53/19I. FOR SAFETY
LL
PRACTICES PRIOR TO
STRUCTURAL PANEL Sf UBO TTOMCT
SCHORD CSHAOLHHAYE SA PRO CRLYD AT TACHEDO RIGIOACE IL IN PRO
PERIY ATTACHED IMPORTANT"
FURNISH A COPY OF THIS DESIGNTOTHE 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 AHCeICAN FOREST AND PAPER ASSOCIATION( AND TPI. ALPINE CONNECT
ORs ARE MADE OF 20GA AS TM A653 GRID GAL V. STEEL. ICE As NOTFO. APPLY CONNECTORS ro EACH
FACE OF TRUSS, AMD UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONMEC T00.5PER If/
Z,P M/iN0.
42704 i
7C S
STATE OF l ti !
P t
4atOP pT /
CBC
BC
TOT
D
L DL
LL
L
D . 1D •
0 5.
0 rr{{
0.0 55.
0 rr}}
PSF
PSF
PSF
P
S F DATE
p U/09/02 SMYTH
LUMBER CO. ROOF
TRUSSDIvIS10N 2722
50UTH APOPKA BLVE). APOPKA,
FL 927p3 407.
299 1 522 FAx:
407-2999153 DRW
SLTUSR352 02287381 SLT-
ENG /WMR S
E O N - 37876 DUR
F A C . 1 . 0 0 FROM 1 U EPROFESSIONAL ENGINEERINGDRAWINGS110A,2. THE SEAL ON THIS DRAWING 1NOICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY
FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE. OF THIS SPoIYA SPACING 24.
0" CERTIFICATE OFAUTT/ORILLTION 99218 ANSI/TPITIF1995NSECT
PARTICULAR BUILDING ISTHE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Oct 14
LWRUKtll9O - rld Inla unu rncrAmcu rmvii LVnruiEm Lnrvi LLVAVJ a uirlcnalVnaJ aVORLPIcu o1 In Via nrn.
TOP CHORD 4x2 SP #2
BOT CHORD 4x2 SP #2 :82 4x2 SP #1 Dense:
WEBS 4x2 SP #3
TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP.
SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
7-10-8
15.5"
7-10
W=2.5X4 =
2X4M 1X3(R)
2.5X4
1X3 (R) = 4X6= 3X6= 2.5X4 2X4 III 2X4 nl 3X6= 4X6= 2X4 nl
MEAN, Oak%
L.i
4X8= 5X4=
17-0-8 Over 2 Supports
R=1449 W=7" R=1449
T
1 0-8 1-4-0
9-4-01
PLT TYP. Hi h Stren th Wave TPI-95 R Design Criteria: TPI STD 0TY:1 FL 1 R - Scale =.375" Ft.
WARNING*• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND
BRACING. REfER TO H1891 (HANDLING lMSTAIIING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
HE SEDfUNC TIONSDRUMLESSTO THERM ISEDINOICATED, TOP
IfMORDF SHALIFHAYEPRA f PRIOR TO
PE 0.FORMI NG THESEPR OPERIY ALTACHEO IF(4%c`
STRUCTURAL PANELS. BOTTOM CHORD SHALL NAVE A PROPERLY AiTACNED R16I0 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
M M A
G F :
I NO.4704 *
i
T C
T C
BC
L L
D L
DL
7 0.
1 0.0
5.0
0 P S F
P S F
PSF
R E F R 3 5 2-- 4 98 68
SMYTH LUMBER CO.
ROOF TRUSS DIVISION
DATE 1 0/ 1 4/ 0 2
DRW SLTUSR352 02287372
2722 SOUTH APOPKA BLw.
APOPKA, FL 32703
407-299.1 522
FAx 407-29991 53
BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SNIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN COMFOAHS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPECIFICAT{ON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND IPI-. ALPINE
CONNECTORS ARE MADE OF ZOGA ASTH A613 6R40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS i0
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
ISTATEOFi Q` lhORHOAN/5 _..'
B C
T 0 T.
L L
L D.
O
85.0
O P S F
P S F
S L T - E N G WMR
SE Q N - 36973
D U R F AC . 1 .0 0 FROM J EPROFESSIONALENGINEERING
CERTIFICATE Of4AUTHOR2IL-VON#9218
OR AW INGS l60 A-E. THE SEAL ON THIS ORAWING IWDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. SHE SUITABIl1iY ANO USE OF THIS
ANSII COMPONENTFORANSECTION
PARTICULAR
BUILDING
IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SroNA1. Oct
14 '
u SPACING 24.0" A l
LWKGKUI4'8 - h 141
TOP CHORD 4x2 SP #1 Dense
BOT CHORD 4x2 SP SS Dense
WEBS 4x2 SP #3
SPECIAL LOADS
LUMBER DUR.FAC.=1.00 / PLATE OUR.FAC.=1.00)
TC From 775 PLF at 0.12 to 775 PLF at 15.21
BC From 5 PLF at 0.00 to 5 PLF at 15.33
T
1-4-0
1
IMIJ UMU YKtYAKtU tKVM LUMYVItK INYUI (LUAU) 6 UIMLNZIUIYZ) oUOMIIICU DT INUDJ rlrm.
SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP.
4-1-8 16"
5-6-
18" 2-10-8
II3 X 6 III
3X61I1 8X12= 5X4= 3X611 8X12- 3X6M 6X10w 3X6M 6X10
3X6111
7
III g 11 %\ ill III %\ 11
PAO
S W 3X6 III R F R R
8X14-m 6X8=
8-2-8 _I
15-4-0 Over 3 Supports
R=3120 R=5962 W=3.5" R=2685 W=3.5"
T T
1-4-0 1-4-0
9-4-01
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD OTY:1' FL 1 R Scale 375" Ft.
EXTREME CARE IN FABRICAT(OM, HANDLING. SHIPPING, INSTALLING ANDWARNING-- TRUSSES R91 T C L L 40 0 P S F R E F R 3 5 2-- 4 9 8 6 9BRACING. REFERER TO HIB-9l (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PI ATE
INSTITUTE, 583 D'ONOFRIO OR., SU T TE 200. MADISON, vl 53719). FOR SA ETY PRACTICES PR 10R TO
PERERF ORHING THESE FUNC iION S. UNLESS OTHERWISE INO ICA TED. TOP CHORD SNAL L. HAYS PROPERLY AT tACHEO Qt lFl 4.% r;.E` TC 0 L 10 P SF DATE 10114102SMYTHLUMBERCO. STRUCTURAL PANELS. B01TOH CHORD SHALL NAPE A PROPERLY ATTACHED RIGID CEILING. j
0
DRW SLTUSR.352 02267373ROOFTRUssDIvIs10NIMPORTANT `• 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
illl ll No.42704 BC DL 5.0 PSF
2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND j BC LL 0.0 cPSF SLT-ENGAPOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (RATIONAI. DESIGN
FOREST 1STATE OFf WMR
S E O N 369802999i53
SPECIFICATION PUBLISHED 0Y THE AMERICAN AND PAPER ASSOCIATION) AND TPI. ALPINECONNECTORSAREMADEOF206AASTMA6S3GR40GALY. STEEL. EXCEPT AS NOTED. APPLY COVNFC TORS TO dR,O TOT L 0 5 5.0 P SFFA%: 407 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
DU R F A C 1 O O FROM J EPROFESSIONALENGINEERING
DRAWIVGi 160 A.Z. THE SEAL ON THIS DRAWING LNDICkTEi ACCEPTANCE OF PROFESSIONAL ENGINEERING 4t
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
CERTIFICATEOFAUTNORITATION49218 COMPONENT ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDIN6 DESIGNER. PER 0(';t 14 '02 SPACING SEE ABOVE1FORCOSECTIOPARTICULAR
LYIRUK U190 I(17 Inca uMu rncrAMcu rKvn Lvnruicn inrui ELVAVa U VLnCRaIVRa) JUDrIL11CU VI IRVaa nr A.
TOP CHORD 2x4 SP 2 :T2, T3 2x4 SP SS Dense: 120 MPH WIND, 21.41 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
BOT CHORD 2x4 SP SS Dense ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
WEBS 2x4 SP 3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS.
DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD.
2X4lk-
8X143X4= 5X5= 3X4 8X14@ 2X49
5
r T2 --n5 19-
9-14 2
5X4 = 3X8EE 2 5X4 — 3X6 (
C3) = — HS1018 HS1018 $ = 3X6 (C3) 4X6(
C3) 4X6(C3) 1-
0=0 1.0-0 l_
7-0-0 _1_ 18-0-0 _1_ 7-0-0 _I 32-
0-0 Over 2 Supports R=
2994 U=892 W=4" R=2994 U=892 W=4" PLT
TYP. High Stren th Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 1875" Ft. WARNING`*
TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING.
REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE l
MST(TU TE, 583 O'OMOF410 OR., SUITE 200. MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING
THESE FUNCTIONS. UNLESS OTHERWISE INDICATEO, TOP CHORD SHALL HAYS PROPERLY ATTACHED STRUCTURAL
PAMCLS, BOTTOM CHORD SHALL HAVE A PROPERLY AiiFCHfO R{6(D CEILING. M
tif'
r,'•. i0. i y I T
C T
C L
L D
L 2
0.0 15.
0 P
S F P
S F R
E F R 3 5 2-- 2 7 9 7 2 SMYTH
LUMBER CO. DATE
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EFETRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND • R,qy T C L L 2 0. 0 P S F R E F R 3 5 2-- 2 7 9 7 3 BRACING. RR TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE,
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IMPORTANT`• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
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160 A 2. THE SEAL ON THIS ORAWIRG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY
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DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
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STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT`• FURNISH A COPY OF THIS DESIGN TO THEANSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS, INC. SHALL NOT NE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
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4O7•Z99-1 5ZZ
FAx: 407-2999153
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BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPECIFICATION PUBLISHEO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
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ANSI/Tel 1-1995 SECTION 1.
V
Oct 14 '02 SPACING 24.0"
LWKVKUMb - K13J I MIZ3 UNU FKtYAKCU rMVM LUMPUIILK IMVUI (LUAU) 6 UIMtN3fUWZ0) 3VOM11ILU 61 IKU33 nrR.
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BOT CHORD 2x6 SP #2
WEBS 2x4 SP #3
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DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
0-4-9
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5X4m
2 X 4 III
120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCOL=5.0 PSF, WIND BCDL=5.0 PSF.
1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS.
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2 X 4 III
I-0-0 00-8
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R=523 U=230 W=8" R=821 U=331
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 - R - Scale =.375" Ft.
WARNING'• TRUSSES REQUIRE EITREME CARE IN FABRICATION, HANDLING. SHIPPING,. INSTALLING AND `' M / T C L L Z O.O P S F R E F R 3 5 2-- 2 7 98 1BRACING. REFER TO MIB91 (HANOLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE R`
INS TIIU TE, 583 O'ON(FR[0 OR „ SUIIE 100, MAGI SON, WI 53719). FOR SAFETY PRACTICES PRIOR TD't F C'• PERFORNING
S.
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2722 SOUTH APOPKA BLY/D. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND 7C
STA7T E OF
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fONNECTOA, ARE MADE OF 10GA ASTH A653 GRAD GAL Y. STEEL, EICEPT AS NOTED. AV PLY CONNECTORS TO ( O RtQ ,• / TOT. L D . 45.0 P S F S E 0 N - 37826FA%: 407-29991 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER { ''... .. ••
PROFESSFONAL ENGINEERING
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ITOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
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DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
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ul 19-9-14
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1-0'0
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R=99 PLF U=44 PLF W=7-0-0
120 MPH WIND, 21.41 FT MEAN HGT, ASCE 7-96, CLOSED BLDG, LOCATED
ANYWHERE IN ROOF, CAT 11, EXP B. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS.
Note: All Plates Are W2X4 Except As Shown.
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 375" Ft.
WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING ANDWARNING**
REFER TO HI6-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE M Rq T C L L 2 0.0 P S F R E F R 3 5 2-- 2 7 9 8 2
I NSTI7V IE. 583 O'ONOF0.10 OR., SUITE 200. MAD{SON, WI 53119). FOR SAFETY PRACTICES PRIOR T0.
PERFORMING TNESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS, BOTTOM CHORD SHALL HALVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
P0.000CTS. INC. SHALL NOT BE aESPON$IBLE FOR AMY UEYIATIOI FROM THIS DESIGN: ANY FAILURE TO
ZIFIC •'
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S MYTH LUMBER CO.
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S L T - E N G WMR2722SOUTHAPOPKABLw.
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407-299-1 522
FAX: d07.299-CJ1 53
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BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AMU PAPER ASSOCIATION) AND TPI. ALPINE
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SPACING
24.0" CERTIFICATEOFAlfn1ORT2ATION99218COMPONENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER AM
11/TPI I1995 SECTION 2. Oct
14 '0
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TOP CHORD 2x6 SP #1 Dense :T1 2x4 SP #2:
BOT CHORD 2x6 SP #1 Dense :B2 2x6 SP SS: :B3 2x6 SP #2:
WEBS 2x4 SP #3 :W9 2x4 SP #2:
PROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
B) 2x6 #3 OR BETTER "T" BRACE. 80% LENGTH OF WEB MEMBER. ATTACH WITH
16d NAILS @ 6" OC.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
2.5X4(C1)
3X10(C1)
IHIS UNb PRtPARtU l-HUM LUMPUILK INPUI (LUAUS S LIMtNSIUNS) SUBMIIItD BY IRUSS MFR.
120 MPH WIND, 21.41 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
ANYWHERE IN ROOF, CAT [I, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
A) 2x4 #3 OR BETTER "T" BRACE. 8014 LENGTH OF WEB MEMBER. ATTACH WITH
16d NAILS @ 6" OC.
1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS.
2X4*
8X12o 2.5X4 a 7X8m 4X10= 2X4 01
3X4= IUX1O=
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32-0-0 Over 2 Supports
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PLT TYP. Hi h Stren th Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 0TY:1 FL 1 R Scale 1875" Ft.
WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND
BRACING. REFER TO 818 91 (HANDLING INSTALLING AMU BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. SB7 D'ONOFRIO OR., SUITE 100. NADISON, Wl 57719J, FOR SAf ETY PRACTICES PRIOR TO
PE 0.fOR MIN6 THESE FUNCTIONS. UN ES OTHERWISE INOICATED, TOP CHORD SNAIL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RN61D CEILING.
IMPORTANT•• FURNISH A COPY OF THIS CES16M TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PR OOUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIT DESIGN; ANY FAILURE TO
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TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER A'% p.•j•
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THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIT CERTIFICATE CIFfAUTYIORQATVN #9218
COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1199S
SECTION 1. Oct 14 '02 SPACING S E E ABOVE E
LWKLIKUM - K411
TOP CHORD 2x4 SP #2 :T2 2x4 SP #1 Dense:
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
I n I U— I-LInnw nun eunru.cn u.ruLL ,. ,. ,. of .. , ..•.+ .•••. 120
MPH WIND, 21.83 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN
4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=
5.0 PSF. DEFLECTION
MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X8m
2X419 5X8= 2
X 4 2X40
T2
19-
9-14 rl
2 5X4 = 7 ,vn ri LK4:116= 3X6(
A1) a 3X6(A1) 1-
0-0 d
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9-0-0 _1_ 14-0-0 _I. 9-0-0 J 32-
0-0 Over 2 Supports R=
1516 U=481 W=4' R=1438 U=419 W=4' PLT
TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 Fl_ 1 R - Scale=.1875" Ft. WARNING'•
TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING.
REFER TO HI8-91 (HANDLING INSTALLING AND BRACIN6). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE.
58J O'ONOFRIO OR., SUITE 2, MAOISON, WI SJ )l9). FOA SAFETY PRACTICES vR IOR TO PERT
ORMING IHESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVf PROPERLY ATTACl/ED STRUCTURAL
PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING; IMPORTANT`•
FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,
INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS UES16N: ANY FAILURE TO OU
ILOTHE TRUSSES IN CONFORMANCE WITH TP 1; OR FABRICATING, HANDLING. SHIPPING. INSTALLING ANO BRACING
OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATIOM
PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE C
ONNE Ci0R5 ARE MADC OF 20GA ASTX A6 S7 GR 10 GAL V. $TEEI, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH
FACE OF TRUSS, AND UNLESS OTHERW LSE I. CAED ON THIS DESIGN, POSITION CONNECTORS PER 1 1
M. S •'••l
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32703 a0407-29522
FAX: 407-299-9153 DRW SLTUSR352
02267393 S L
T - E N G / WMR S E
0 N 9809 p U
R . F A C . 1 . 2 5 F R 0 M J E PROFESSIONAL ENGINEERINGDRAWING$ I60 A -I. THE SEAL ON THIS ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL EN6INEERING RESPONSIBILITY SOLELY
ED THE TRUSS COHPOff 1 OE SI GN SHOWN, THE SU I TA8Il IT AND USE OF TXIS E li SPACING2
4.0 CERTIFICATE OFAUTTIORRATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSE/IPI
1-1995 SECTION Z. - Oct14
LWKUKUMt3_- KLL) in 13 unu rncrAKcu rKun LunrulcK 1nrU1 LLV"U3 a Ulnc n31vn 31 3UOri1•ICU UI. rKUoa r,. K.
STOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP J3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
5X4m 2.5X4- 5X4m
120 MPH WIND, 22.24 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.
19-9-14
3X6(A1) =
UAO = 7A0
3X6(A1)
1-0-0
o-
l_ 11-0-0 _1_ 10-0-0 _1_ 11-0-0 _1
32-0-0 Over 2 Supports
R=1516 U=486 W=4' R=1438 U=424 W-4'
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE QTY:I FL 1 R Scale 1875" Ft.
WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND
BRACING. REFER TO HIS-91 (MANGLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MADISON. YI $3119). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTONAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED 41610 CEILING.
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SMYTH LUMBER CO. DATE Q 8 / Q 9 / Q 2
IMPORTANT•• Ne.42%4
ROOFTRu55D1VT51oN FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE IN61NEEREO
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S1 7 7 7 B4 DL 10.0 PSF DRW SLTUSR352 02287394 SLT-
ENG WMR - 2722SOUTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND - BRACING OF
TRUSSES. THIS DES161, CONFORMS Y RH APPLICABLEPROVISIONS OF NOS (NATIONAL DESIGN S STATE OF tQ` BC LL 0.0 PSF APOPKA. FL32703407-299-
1 522 SPECIFICATION PUBLISHED BY THE AMERICAX FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE s f/ ti OCONNECTORSAREHADEOF20GAASTHA6536R40GALY. STEEL. EXCEPT AS XO TE D. APPLY CONNECTORS TO Q TOT L D . 45 .0 P S F C S EO N 9811 FAx: 407.29"1 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D U
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ONSIBI(ITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS 2 CERTIFICATE oq
AUTIORIZAyON #9218COMPONENT FOR ANY PARTICULAR BUILOIN6 IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Oct 14 '02 SPACING 24.0" ANSI/TPIII995SECTION2.
LWKGKUM'Ff - KZJ7
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
5X4w 5X6=
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120 MPH WIND, 22.66 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0PSF. DEFLECTION
MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2.
5X4 0 2.5X4 4 5r—
5 19-
9-14 2X4
al 5X 5XA 2X4 ui 10 = 3X6(
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0-0 a
l_
13-0-0 _1_ 6-0-0 _t_ 13-0-0 _1 32-
0-0 Over 2 Support R=
1516 U=491 W=4' R=1438 U=428 W=4' PLT
TYP. Wave TPI-95 R Desi gn Criteria: TPI STD FL BLDG CODE OTY:l FL 1 R - Scale=.1875" Ft. N
ARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING.
REFER TO H18-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE,
587 D'ONOFRIO 0a .. SV ITE 200. HA'150N, NI $3119). FOR SAFETY PRACTICES PRIOR TO PERFORMING
THESE III-TIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED RAP.
ry_
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INC. SHALL NOT BE RESPONSIBLE FOR ANY OEVIA lION FROMTHIS DESIGN; ANY FAILURE TO BC DL 10.0 PSF DRW SLTUSR352 02287395 S L
T - E N G WM R 2722 SOUTHAPOPKABLvD. APOPKA, FL
32703 BUILD THE
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TRUSSES. THIS DESIGN CONFORHS WITN APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 71` jj3
L STATEOF . B C L L D . D P S F ao7-2ss152z
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ARE MADE
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20 GA EACH FACE
OF TRUSS. AMC UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER y..,.. l
A`
DUR.FAC. 1.25 FROM JE DRAWINGS 160A"2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAI ENGINEERING PROFESSIONAL ENGINEERINGCERTIFICATEOF
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1.1995 SECTION 2. Oct 14 '
02 SPACING 24.0"
LHKLTKUMIS - KC4)
TOP CHORD 2x4 SP #2
GOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
5X4=
5X4=
I njJ UMU r Lrnn[v —,-, —4-1—.— II —VI % n -- — . ,,.., II ... -.
120 MPH WIND, 23.08 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
BCOL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
19-9-14
L . J —
3X6(A1) _ 3X6 (Al) —
1-0-0
I 15-0-0 _12-0.01_ 15-0-0 _1
32-0-0 Over 2 Supports J
R=1516 U=496 W=4" R=1438 U=433 W=4"
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 1875" Ft.
WARNING - WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND
REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. SBD O'ONOFRIO DR., SUITE 200. MAOISON, NI $3719). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT•` FURNISH A COPY OF THIS DESLGN 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
84ACIM6 OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN
SPECIFICATION PU8LISHED BY THE AMERICAN FOREST AN0 PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ApE HAOE OF 206A ASTN A65J 6R10 6ALV. STEEI, EXCEPT AS NOTED. APPLY CONNECTORS i0
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RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
SPACING 24.0" CERTIFICATE OK.AUTH0RrL0kV0N #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER
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Oct to '02
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BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
5X4m
120 MPH WIND, 23.28 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.
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.
19-9-14
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PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:3 FL 1 R - Scale=.1875" Ft.
WARNING" .TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND
OR AC INC. REFER Ta HIB-91 (MANOIING INSTALLING AND BRACING). PUBUSHEO BV TPI (TRUSS PLATE
I RSTI TU Tf. 583 O'ONOFR IO DR., SU l TE 100. HA0150N. WI 53T 19). F00. SAFETY P0. ACTI(Et PRIOR TO
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ROOF TRuss DlvisioN IMPORTANT" FURNISH A COPY OF TN IS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
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p D R F A C . 1 Z 5 F R 0 M J EPROFESSIONALENG{VEERING ONAWINGS 160 A T. THE SEAL ON THIS ORATING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERIN6 IV^ "
CERTIFICATE OF AUTHORIZATION #9216
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY A00 0 SE OF THIS
COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER
ANSIJTPI 1-1995 SECTION 1.
Oct 1a '02 SPACING 24 0"
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DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REOUIREMENTS. 0-
4-9 120
MPH WIND, 11.62 FT MEAN HGT, ASCE 7-98. CLOSED BLDG, LOCATED ANYWHERE
IN ROOF, CAT II, EXP 8, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF
OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION
MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4-
2X4 (
Al) = 5X4m 2X4 (
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97 PLF U=28 PLF W=20-4-0 0-
4-9 9-
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All Plates Are W2X4 Except As Shown. PLT
TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 3125" Ft. WARNING"
TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING.
REFER 10 H18,91 (HANDLING INS1AlLIN6 AND BRACING). PUBLISHED BY TPI (TRUSS PLAT( INSTITUTE.
583 0`ONOFATO OR., SUITE 200. MAD ISON. NI $3119). FOR SAFETY PRACTICES PRIOR TO PERFORMING
THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. SOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL
PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGIO CEILING. IMPORTANT--
FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS.
INC. SNALI NOT BE RESPONSIBLE FOR ANY DEVIATION FRON THIS DISIGN; ANY FAILURE TO BUILD
THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING, HANDLING, 5HIPPI AG. INSTALLING AND BRACING
OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ADS (NATIONAL DESIGN SPECIFICATION
PUBLISHEO BY THE AMfRICAN FOREST AND PAPER ASSOCIATION) AND TP I.AL 1 kEONNECTOgS
ARE NAOE OF 206A ASTN A65J GA 40GAL Y. STEEL. EXCEPT AS NOTE O. APPtY CO HECTORS TO M.
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24 0 9 CERTIFICATE
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WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
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1 0 0 i-0-0
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R=989 U=285 W=8" R=989 U=285 W=8"
0-4-9
9-4-0
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:3 FL 1 YR Scale 3125" Ft.
TRUSSES REQUIRE EYTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND M M. TC L L 20 0 P S F R E F R 3 52-- 2 7 9 9 0SWARMING* BRACING. REFER TO H1B 91 I4ANOLING RNSIAILING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
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Q
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T CAE3fG TC D L A J . 0 P S DATE 0 U / 0 9 / 2
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S L T - E N G / 4!M R2722sourmAPOPKABLVD.
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tLNKLAKUMb - KLO
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3 :W3 2x4 SP #2:
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
A) 1x4 #3 OR BETTER "T" BRACE. 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d
NAILS @ 6" OC.
0-4-9
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120 MPH WIND, 10.55 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
ANYWHERE IN ROOF, CAT It, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD
4X8- 2X4 (**) WI 5X4- 4X6m
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0-4-9
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PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 1875" Ft.
WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AMD
BR AC IN6. REFER TO HIB-91 (HANDLING 1NSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 D'OROFRIO OR., SUITE ZOO. HAOISON, WI 531t9), FOR SAFETY PRACTICES PRIOR SO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IN01CATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED
STR UC TUR AI PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT" FURNISH A COPY OF TNIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
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FAx: 407-299-91 53
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BOT CHORD 2x4 SP #2 :62 2x4 SP #1 Dense:
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0-4-9
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DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD.
5X6mE 2X4 III 2.5X4 w 5X6m
2.5X4 (Al) m
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9-
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TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING.
REFER TO HID-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE.
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THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CNORD SHALL HA YE PROPERLY AT ACHED STRUCTURAL
PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACH(0 RIGID CEILING. IMPORTANT••
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BOT CHORD 2x4 SP #2
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ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
0-4-9
1
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4X8= 2X419 4X6=
120 MPH WIND, 11.38 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
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BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
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0-4-9
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NARNING•' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANOI.ING. SHIPPING, INSTALLING ANO t T C L L 20 . 0 P 5 f R E F R 3 5 2-- 2 7 9 9 3BRACING. REFER TO H18'91 (HANDLING INSTALLING AND BRACIN6). PUBLISHED SY TPI (TRUSS PLATE sue` M. RAAT/__/ INSTITUTE. $B3 D'ONOFR TO DR., SU lIE 200. HAO ISON, WT 53119), FOR SAFETY PRACTICES PRIOR TO .••"•••• V
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MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •fG • IMPORTANT**
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OR AC IN6. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
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IMPORTANT--. FURNISH A COPY OF THIS OESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED
PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY 0EYIAT ION 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 PROYISIONS OF ADS (NATIONAL DESIGN
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FAx: 407-29991 53
DATE 0 8 / 0 9 / 0 2
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SBJ D'ONOFRIO DR., SUI/E 200. MAOISON, NI SO119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS.
BOITON CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"FURNISH
A COPY Of THIS DES16N TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PROOUCTS, INC.
SHALL NOT Of RESPONSIBLE FOR ANY DEVIATION FRO" THIS DESIGN; ANY FAILURE TO M R
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0" CERTIFICATE OFAUTHORIZATION99218COMPONENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER. PER ANSI/TPI
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LINNUKUMV - K34
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BOT CHORD 2x4 SP #2
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120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
ANYWHERE IN ROOF, CAT II, EXP B, WIND TCOL=5.0 PSF, WIND BCOL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
2.5X4= 5X10= 3X8- 2X4=
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R=1335 U=432 W=1' R=1247 U=386 W=3.5-
PLT TYP. Wave TPI-95 R Design, Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 3125"/Ft.
SWARMING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND
BRAG IN6. REFER TO HIB,9l (HANOLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M R eT; •''•. T C L L 20 0 P S F R E F R 3 5 2-- 2 7 9 9 7
INSTITUTE. 587 O'ONOf9 OR., SUITE 100. MAGI SON, NI 53719). FOR SAFETY PRACTICES P0.10R TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IHPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS. INC. SHALL NOT BE RESPONS IDLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
V •'•IFI A3 '• r';` tlGiN0.42704 •
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407-299-1 522
FAx: 407.29991 53
BUILD THE TRUSSES IN CONFORMANCE NITH TPI: OR FABRICATING. HANOLIN6. SHIPPING, INSTALLING ANO
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN
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BOT CHORD 2x6 SP SS
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SPECIAL LOADS
LUMBER OUR.FAC.=1.00 / PLATE DUR.FAC.=1.00)
TC From 180 PLF at 0.00 to 207 PLF at 7.00
TC From 546 PLF at 7.00 to 546 PLF at 20.25
BC From 10 PLF at 0.00 to 10 PLF at 1.00
BC From 410 PLF at 1.00 to 410 PLF at 13.00
BC From 20 PLF at 13.00 to 20 PLF at 20.25
TC 1667 LB Conc. Load at 7.00
2X8X13'O" SP #1 DENSE SCAB. ATTACH TO ONE FACE WITH 2-ROWS OF 100
COMMON NAILS AT 4" OC, STAGGERED 2".
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TOP CHORD: 1 ROW @ 3" o.c.
BOT CHORD: 1 ROW @ 6" o.c.
WEBS : 1 ROW @ 4" o.c.
USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS
IN EACH ROW TO AVOID SPLITTING.
120 MPH WIND, 10.94 FT MEAN HGT, ASCE 7-98, CLOSED BLDG. LOCATED
ANYWHERE IN ROOF, CAT II, EXP B, WIND TCOL=5.0 PSF, WIND BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
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R=10311 U=3276 W=8" R=10168 U=3230 W=5"
PLT TYP. High Stren th Wave TPI-95 R Desi g n Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 375" I"t.
WARNING* • TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
NR ACING. REFER TO HIB-91 (HANDLIM6 INSTAtLIN6 AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 0'O NOFRIO DR., SUITE I.Q. MAGI SON. WI 53719), FOR SAFETY PRACTICES PRIOR TO
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iINa. 42704 ' OL 10.0 PSFROOFTRUSSDIVISIONPROOUCTS, INC. SHALL NO BE RESPONSIBLE FOR ANY OEY IATION FROM THIS DESIGN; ANY FAILURE TO
S L T - E N G WM R2722SOVTHAPOPKABLvo. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND 1 7 :
STATE OF NBCBC L L 0 0 PSFFAPOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN s
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OF AUTEIORRATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Oct 1a ANSI/TPI 1-1995 SECTION 2. SPACING SEE ABOVE
1W&L)KEJ19D - V1
TOP CHORD 2x4 SIX #3
BOT CHORD 2x4 SIX #3
WEBS Zx4 SIX #3
DEFLECTION MEETS L1720 LIVE AND L/480 TOTAL LOAD.
2.5X4
5X4=
2.5X4= 3X4=
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ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS.
SEE DWG VALTRUSS0699 FOR VALLEY DETAILS.
0.0-4
I 3-8-8 f_ 10-9-12 _I
14-6-8 Over Continuous Support —
R=85 PLF U=33 PLF W=14-6-8
0-0-2
19-9-14
Note: All Plates Are 142X4 Except As Shown.
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY-: FL 1 R - Scale 375" Ft.
WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND
BRACING. REFER TO HI8-91 (HANDL;N6 INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
1 MST Ii, TE. 587 O'OMOFRIO OR.. SUITE 200. MAGI SON. MI $3119). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESI FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED
51 UCTUR AL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PR OOUC T S. INC. SHALL NOi BE RESPONSIBLE FOR ANY DEYIATIOM FROM iNiS DESIGN; ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO$ (NATIONAL DESIGN
SPECIFICATION PUB( iSHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE
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WEBS 2x4 SP 3
HIPJACK SUPPORTS 6-11-8 SETBACK JACKS WITH NO WEBS.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
0-3-10
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22-9-1
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3-2-14
19-9-14
R=609 U=225
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:3 FL 1 R Scale 375" Ft.
WARNING-;,, TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND
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0-3-10
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9-10-1 Over 3 Supports —
R=572 U=180 W=5.657"
120 MPH WIND, 21.40 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
ANYWHERE IN ROOF, CAT It. EXP B. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
22-9-9
R=66 U=180
3-3-6
19-9-14
R=616 U=230
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG COD OTY:Z FL 1 R Scale 375" Ft.
WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
BRACING, REFER TO HIO.91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE, $63 D'ONOFRIO DR., SUITE 200, MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
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DATE 08 / 0 9 / 0 2
DRW SLTUSR352 02287410
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APOPKA, FL 32703
407.299.1 522
FAX: 407-29991 53
BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND
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LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25)
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21 4 4
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1-10-0
19-9-14
R=53 U=180
120 MPH WIND, 20.72 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.
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE QTY:1 FL 1 R - Scale =.375" Ft.
WARNING" TRUSSES REOUIRE EXTREME CARE IN
IFHANDLING,
SHIPPING. INSTALLING AND BRACING.
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SLTUSR352 02267411 SLT-
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E SPDNSIBIL ITV SOIEIY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILIT Y ANDUSE OF iH15 S'vIBAL SPACING SEE
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TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
1-0-- . 7-0-12 311. I
7-0-0 Over 3 Supports-1-
R-411 U=180 W=4•
120 MPH WIND, 21.41 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
BCOL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
22-9-2
R=215 U=180
3-3-1
19-9-14
R=78 U=180
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:23 FL 1 R Scale 375" Ft.
WARNING`• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
BR ACItl6. IFTO HIB 91 (HANOl111 INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
I NS II iU TE. SBJ D'ONOFRIO DR., SUIiE 200, NA0ISOM, NI 5J719), FOR SAFETY PRACTICES PRIOR TO
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STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT•• FURNISH A COPY OF THIS OESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS. INC. SHAH NOT BE RESPONSIBLE FO0. ANY DEVIATION FROM iH IS DESIGN; ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. MANGLING. SHIPPING, INSTAL'..' ANO
BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL OCSI'M
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SMYTH LUM 6ER CO.
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FAx: 407-299-9153
DATE O 8 / O 9 / O2
DRW SLTUSR352 02287412
SLT ENG /WMR
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D U R F AC . 1.25 FR 0 M 7U EPROFESSIONALENGINEERINGDRAWIN'S 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFES510NAL ENGINEERING
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CEFrnF1CATE OF%ktM#Qi117ATNON #9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER
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Oct 14 '02 SPACING 24.0"
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TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
0-4-9
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7-0-0 Over 3 Supports
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BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
22-9-10
R=215 U=180
3-3-9
19-9-14
R=78 U=180
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:2 FL 1 R Scale 375" Ft.
WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND
REBRACING, FER TO HID-91 (HANDLING INSTALLING AND ORACINGI, PUBLISHED BY TPI (TRUSS PLATE M TC L L 20 . 0 P S f R E f R 35 2-- 2 8 0 0 4
INSTITUTE, 503 D'ONOFRIO DR., SUITE Z00, MADl50N, Wi 577191. FOR SAFETY PRACTICES PRIOR TO
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IMPORTANT" FURNISHTA 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
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DATE
0 8 / D 9 / D 2 SMYTHLUMBERCO. ROOF
TRUSS DIVISION 2722
SOUTH APOPKA BLVD. APOPKA,
FL 32703 407-
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407-299-9153 DRW
SLTUSR352 02?.87413 S
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BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
10 10 4
R=111 U=180
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PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:4 FL 1 R - Scale =.375" Ft.
WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND
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TRUSSDIYISION ••IMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED N0.42704 '' BC DL 10.0 PSF DRW SLTUSR352 02287414 PRODUCTS, IMC. SHALL NOT DE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO { _ 2722
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7 407-299 9153 CONNECTORS
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BOT CHORD 2x4 SP #3
PROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
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BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:4 FL 1 R - Scale =.375" Ft.
WARN IMG* TRUSSES REOUTRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND
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IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS, INC. SHAII NOT BE aESPON$IBIE FOR ANY DEYIATI ON FROM THIS DESIGN; ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND
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R E F R 3 5 2-- 2 8 0 0 6
DATE pO8 / 0 9 / 0 2
S MYTH LUMBER CO.
ROOF TRUSS DIVISION
2722 SOUTH APOPKA BLvD.
APOPKA, FL. 32703
407-299-1522
FAx: 407-299.9153
DRW SLTUSR352 02267415
S L T - E N G / WM R
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20-3-2
A 4 -14
R=- U=180
I.1-0-011-0-1
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I-
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ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:6 FL 1 R Scale 375" Ft.
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2722SOlfTHAPOPRG4BLVD.
PROOUCIS. INC. $HALL NOT BE RES OMSIBLE FOR hMY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
SLT-ENG WMRBUILDTMfTRUSSESIMCONFORMANCEMIT. TPI: OR FABRICATING, RAMBLING, SHIPPING. INSTALLIN6 AMOS
BRACING OF TRUSSES. THIS OE51GM CONFORMS WITH APPLICABLE PROVISIONS OF NOS DESIGN BL. LL 0,O PSFAPOPKA. FL. 32703 NATIONAL
SPECIFICATION PUBLISHED BY THE AME0.ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE Qis STATE OF
S E 0 N 9803407-299.1 522 CONNECTORS ARE WADE OF ?OGA ASTM A65J GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO j(/ z A(
A O R, A•`........
t•
T 0T . L D . 45.0 P S FFAX: 407-299 9153 F ACH FACE OF TRUSS. ANO UNLESS OTHERWISE LOCATED ON IRIS Of SIGN, POSITION CONNECTORS PER
ORAWINGS I60 ". THE SEAL ON THIS OQAWENG INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING
v
VN1' PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE IRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THI$ DUR.FAC. 1.25 FROM JE
CERTIFICATE OF AUTHORIZATION #92 18 COMPONENTR ANPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Oct 14 SCPARTIUSPACING24.0"
ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C
E-
2X4 BRACE
GABLE VERTICAL
SPACING SPECIES GRADE
NO
BRACES
1) IX4 "L' BRACE * 1) 2X4 'L" BRACE 2) 2X4 "L" BRACE •• 1) 2X6 'L" BRACE • 2) 2X8 "L" BRACE ••
GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B
l 2 3' 5" 5' It" 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' it" it, 3" 13' 1" 13' 5"
U S P F 3 3' 4" 4' 11' 4' 11' 6' 5" 6' 5" 8' 4" 8' 4" 10, 0" 10' 0" 13' 1" 13' 1" z H F STUD 3' 4" 4' 10" 4' l0" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13, i"
W STANDARD 3' 3" 4' 2" 1 4' 2" 5' 6" 5' 6" 7' 5" 7' 5" 8' 7" 8' 7" 11' 8" t' 8"
r- 1 3' 9" 5' It" 6' 4" 7' 0" 7' 6" 8' 4" e' t" 10' it" it' 10" l3' 1" 14' 0" S P 2 3' 8" 5' it" 6' 4" 7' 0" 7' 6" 8' 4" 8' It" 10' it" it' 10" 13' i" 14' 0" I 3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 6' 4" 8' 9" 10' 3" 10' 3" 13' 1" 13' 9"
C\2 D FL STUD 3' 6" 4' 11" 4' 11" 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13' l" 13' 9"
STANDARD 3' 4" 4' 3" 4' 3" 5' 8" 5' 8" 7' 7" 7' 7" 8' 9" 8' 9" 11' it" 11' It"
I 2 T it" 6' 9" 6' 11" 8' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 1C 14' 0" 14' 0"
EN_ S P F 3 3' 10" 6' 0" 6' 0" 7' ll 7' 11" 9' 6" 9' 6 12' 3" 12' 3" 14' 0" 14' 0"
LT F STUD 3' 10" 5' 1C 5' It" 7' 10" 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0"
W O 1 1 STANDARD 3' 10" 5' t" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0"
1 4' 3" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" S P 2 4' 2" 6' 9" 7' 3" e' 0" 8' 7" 9' 6" 10' 3" 12' 6' 13' 6" 14' 0" 14' 0"
QD 3 4' 0" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0"
D F L STUD 40" 6' 1" 6' 1" 8' 0" 8' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" STANDARD
3' 11" 5' 3" 5' 3" 6' 11" 6' it" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" 1
2 4' 4" 7' 5" 7' 7" e' 9" 9' 0" t0' 6" t0' 9" IT 10" 14' 0" 14' 0" 14' 0" SPF34' 2" 6' II" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13 10 13' 10" 14' 0" 14' 0" u
F STUD 4' 2" 6' 11" 6' It- 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0' 14' 0" O
1 1 STANDARD 4' 2" 5' I1" 5' It" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" X
1 4' 8" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10 14' 0" 14' 0" IT 0' SP24' 7" 7' 5" 6' 0" 8' 9" 9' 6" 10' 6" 1t' 4" 13, 10" 14' 0" 14' 0" 14' 0" y3
4' S" 7' 1" 7' 1" B' 9" 9' 3" 10' 6" I!' 0" 13' l0" 14' 0' 14' 0" 14' 0" DFLSTUD4' 5" 7' 0" 7' 0" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" STANDARD
4' 4" 6' 1" 6, 1" 8' 0" 8' 0" 10' 6" 10' 9" 12' 5" 12' 5" 14' 0" 1 14' 0" SYMMI
ABOUT, 2X4
k2N OR BETTER DIAGONALBRACEOPTION: T VERTICALLENGTHWAYBEDOUBLED
WHEN DIAGONAL i 18" BRACE
IS USED. CONNECT I L DIAGONAL
BRACE FOR 870p BRACE ATEACHEND. MAX WEB TOTAL
LENGTH IS IA'. 2X4
SP OR DF-L /2, OR
BETTER DIAGONAL r VERTICAL
LENGTH SHOWN BRACE; SINGLE OR IN
TABLE ABOVE. I DOUBLE CUT L + fASSHOWN) AT UPPER
END. OrU4U-
D CONNECT
DIAGONAL AT REFER
TO CHART ABOVE FOR MIDPOINTOFVERTICALWEB. WARNING--
TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLINGANDBRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BYTPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, W1. 53719) FOR SAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLC
SMYTH
LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF
TRUSS DIVISION a IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDPRODUCTS, [NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722
SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI} OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA, FL 32703 APPLICABLE PROVISIONS OF NOS (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 DRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE CERTIFICATEOFAUTHOAIUTIONM921SUITABILITYANDUSEOFTHISCOMPONENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. BRACING
GROUP SPECIES AND GRADES: GROUP
A: SPRUCE -
PINE -FIR HEM -FIR 1
2 STANDARD 2 STUD 113STUD03STANDARDDOUGLAS
FIR -(ARCH SOUTHERN PINE 3
3 STUD
STUD STANDARD
STANDARD GROUP
B: HEM -
FIR t
k BTR 1
SOUTHERN
PINE DOUGLAS FIR -LARCH I
1 2 #
22 GABLE
TRUSS DETAIL NOTES: LIVE
LOAD DEFLECTION CRITERIA IS L/240. PROVIDE
UPLIFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS
BEARING (5 PSF TC DEAD LOAD). CABLE
END SUPPORTS LOAD FROM 4' 0- OUTLOOKERS
WITH 2' 0" OVERHANG, OR 12" PLYWOOD
OVERHANG. ATTACH
EACH 'L' BRACE WITH IOd NAILS. FOR (
1) "L' BRACE: SPACE NAILS AT 2" O.C. IN
Ili- END ZONES AND 4' O.C. BETWEEN ZONES. FOR (
2) "L' BRACES: SPACE NAILS AT 3" O.C. IN
18' END ZONES AND 8" O.C. BETWEEN ZONES. L"
BRACING MUST BE A MINIMUM OF 80% OF WEB MEMBER
LENGTH. GABLE
VERTICAL PLATE SIZES VERTICAL
LENGTH NO SPLICE LESS
THAN 4' 0" IX4 OR 2X3 GREATER
THAN 4' 0", BUT LESS
THAN I1' 8' 2X4 GREATER
THAN Ii' 6" 2.5X4 REFER
TO COMMON TRUSS DESIGN FOR PEAK,
SPLICE, AND HEEL PLATES. i " '
V THIS DRAWING REPLACES DRAWING A10030E REF
ASCE7-98-CAB12030 No.
42704 * DATE 09/10/01 DRWG
A12030ECO901 0%
STATE OF , ` —ENG O
R 1 Q _TOT. LD. 60 PSF Er'",`
MAX. SPACING 24.0„
RIGID SHEATHING
4 TOENAILS
T"
REINFORCING
MEMBER
GABLE TOENAILS
TRUSS SPACED AT
4" O.C.
4 TOENAILS
CEILING
I A T- % T " T-N T1 M A T T
ATTACH EACH "T- REINFORCING MEMBER WITH
HAND DRIVEN NAILS:
IOd COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP
AND BOTTOM CHORD.
GUN DRIVEN NAILS - 0.131" X 3":
TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD.
THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE
OR SBCCI WIND LOAD.
ASCE 7-93 CABLE DETAIL DRAWINGS
A11015ENO699, A10015EN0699. A09015EN0699, A06015EN0699, A07015EN0699
A11030EN0699, A10030EN0699, A09030EN0699, A08030EN0699, A07030EN0699
ASCE 7-98 GABLE DETAIL DRAWINGS
A13015ECO901, A12015ECO901, A11015EC0901, A10015ECO901, A08515ECO901
A13030ECO901, A12030ECO901, A11030ECO901, A10030ECO901, A06530ECO901
SBCCI GABLE DETAIL DRAWINGS
StIOISENO699, S10015EN0699, S09015EN0699, S08015EN0699, S07015EN0699
S11030EN0699, S10030EN0699, S09030ENO699, SO8030EN0699. S07030EN0699
SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI
WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE
VERTICAL LENGTH.
2X6 "T"
REINFORCING
MEMBER
2X4 "'T"
REINFORCING
MEMBER
TOENAIL TOENAIL
TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS,
MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE
VERTICAL SPECIES, GRADE AND SPACING) FOR (1)
2X4 "L" BRACE, GROUP A. OBTAINED FROM THE
APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR
SBCCI WIND LOAD.
MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL
LENGTH IS 14' FROM TOP TO BOTTOM CHORD.
EB LENGTH INCREASE W/ "T" BRAC
WIND SPEED
AND MRH
T" REINF.
MBR. SIZE
SBCCI ASCE
Il0 MPH
15 FT
2x4 10 7 l0 7.
2x6 40 7 50 7.
110 MPH
30 FT
2x4 10 7, l0 7.
2x6 50 7. 50 7.
100 MPH
15 FT
2x4 t0 7, l0 7•
2x6 30 7, 50 7
100 MPH
30 FT
2x4 t0 7. 10 9•
2x6 40 7. 40 7
90 MPH
15 FT
2x4 20 7• LO 9•
2x6 20 7 40 7
90 MPH
30 FT
2x4 10 7 to 7•
2x6 30 7 50 7
80 MPH
15 FT
2x4 10 7 20 7
2x6 10 7, 30 7.
60 MPH
30 FT
2x4 20 7 10 7.
2x6 20 7 40 7
70 MPH
15 FT
2x4 0 7. 20 7.
2x6 0 7 20 7.
70 MPH
30 FT
2x4 t0 7• 20 9.
2x6 t0 9• 30 %
EXAMPLE:
ASCE WIND SPEED = l00 MPH
MEAN ROOF HEIGHT = 30 FT
GABLE VERTICAL = 24" O.C. SP /3
IT" REINFORCING MEMBER SIZE = 2X4
T" BRACE INCREASE (FROM ABOVE) = 107 = 1.10
1) 2X4 "L" BRACE LENGTH = 6' 7"
MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH
1.10 x 6' 7" = 7' 3"
DRAWINGS GAB98117 876,719 & HC26294035
uVARNIMG-• TRUSSES REQUIRE EXTREME CARE 1N FABRICATING, HANDLING, SHIPPING,
INSTALLING AND BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED
BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRTO DR., SUITE 200, MADISON, WL 53719) FOR F,Q
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,
11 CHORD SHALL HAVE PROPERLY ATTACHED
r.••'•"• .^
r.• • I
N.;V
l •,
1111____
REF LET -IN VERT
DATE 10/24/01
S MYTH LUMBER CO. STRUCTURAL PANELS AND BOTTOM CHORD SHALL
HAVE A PROPERLY ATTACHED RIGID CEILING
IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE
v
y74 =_ DRWG GB LLETIN1 001ROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS N o . 42 04
ENG DLJ/KAR2722SOUTHAPOPMABLVO. DESIGN( ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPIf OR FABRICATING,
HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMSAPOPKA, FL 32703 WITH
APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE
407 ASTM1A653 GGRAN40GAASTLV.PSTEELER AEXCCEPT7ASu)ANDNOTEDTPAPPLY1CONNECTORS TO EACH FAREACEOFOFSTATEOFTOT. LD. 60 PSF7-29992FAX; 407-2949153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A••'
R. FAC. ANYPROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL
ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE•••
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING THE
s.•'.• F Q`;'• O p f(O• R AX SPACING 24.0" CERTIFICATE OF AUTHORIIAT(ON$9218 RESPONSIBILITY IS
OF THE BUILDING DESIGNER, PER ANSI/TPI 1-I995 SECTION 2.
ij // (('',, Fln ..........•lNV`
VALLEY TRUSS DETAIL
TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER.
BOT CHORD 2X3(•) OR 2X4 SP #2N OR SPF #1/#2 OR BETTER.
WEBS 2X4 SP #3 OR BETTER.
2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE).
ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH:
2) 16d BOX (0.135" X 3.5") NAILS TOE -NAILED FOR
120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG.,
15 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD.
OR
2) SIMPSON H2.5 OR CONNECTION FOR 500# UPLIFT FOR
120 MPH WIND, ASCE 7-98, CAT 1I, 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.
FY2X4
W2X4 W2X4
i ---- 8-0-0 MAX --I
12
4X PITCHED CUT12MAX. BOTTOM CHORD
WIX3 6-0-0 WIX3 VALLEY
WIX3 WIX3 (
MAX SPACING) W2X4
16-0-0 MAX ,AAo
4
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'O".
BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN.
SQUARE CUT
BOTTOM CHORD
NAILED VALLEY
W2X4
OPTIONAL STUB
END DETAIL
U
W4X4
lr
OPTIONAL HIP
JOINT DETAIL
kkI4
COMMON IRUSSES PARTIAL FRAMING
AT 2" OC PLAN
SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. THIS DRAWING REPLACES DRAWING A105
WARNING.- TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIP-91 (HANDLING INSTALLING AND BRACING), PUBLISHEDTPI (TRUSS PLATE
I II^ /
V• ry%'••, / TC LL 30 30 40PSF REF VALLEY DETAILBYINSTITUTE. 563 D'ONOFRIO DR., SUITE 200. MADISON. WI. 537t9) FORSAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE C DL 20 15 7 PSF DATE 06/25/99PROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALESMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING, N O. 4 2 7 0 4 I
IMPORTANT• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIEROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS = 11C DL 10 10 10 PSF DRWG VALTRUSS0699
ENG MLH/KAR2722SOUTHAPOPKABLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPli OR FABRICATING, HANDLING, SHIPPING, CNSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH IC LL O O 0 PSF
APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE STATE OF407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF 20GA2 110 ;• j,_ OT. LD. 60 57 PSF55ASTHA653GR40GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFFAR: A07-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
DRAWINGS
r 4(((///
P,••
DUR.FAC. 1.25/1.33 1.15 t.15t60A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONALPpOFE551014ALENG/NEEnING 'ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THETYANPONENTOPERNANS(/P1PARTICULAR-1995
L ` 0 R IV
SPACING 24" CERTIFICATE OP AUTT.ORIUTlON N92tU RESPONSIIBILI TyOFT EFBUILDINHiS a(IDESIGNER, USECTIONIZTHE j 7(S/O Al l///
lllMuulllllll
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" OC
NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN
THAT OF VALLEY RAFTER (A).
NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR VALLEYSUPPORTINGTRUSSBRACINGDETAILS. RAFTERS
B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10".
RIDGE
B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS 11'-2". RAFTER
FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE.
FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAILS AT 4" OC.
FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC.
TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH
PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR
VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN
FOR THE SUPPORTING TRUSS.
PARTIAL FRAMING PLAN
VIn NI V I li\VJJGJ t11 G`k uu
3) 16d BOX NAILS, (3) 16d BOX
2) 16d BOX NAILS, TOE -NAILED THRU TOE -NAILED (2) 16d BOX NAILS, NAILS, TOE -NAILED
CRIPPLE INTO RIDGE BOARD TOE -NAILED
3) 16d BOX NAILS
D) (A)
3) 16d BOX NAILS D) (
A)
B) RATED
C) SHEATHING
C)
4'0" TYP. B) 3) 16d BOX GIRDER
III 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
THIS DRAWING REPLACES DRAWING V105—CONV
WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING,
INSTALLING AND BRACING. REFER TO HIR-91 (HANDLING INSTALLING AND BRACING), PUBLISHED
BY TPI (TRUSS PLATE INSTITUTE, 593 D'ONOFRI DR., SUITE 200, MADISON, VI. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,
TOP CHORD SHALL HAVE PROPERLY AT7AC H£D STRUCTURAL PANELS AND BOTTOM CHORD SHALL
M NFt `V" ••.
1 T •
C LL 30
i
DL 20
i
30
15
40 PSF
7 PSF
REF CONY. VALLEY
DATE 06/25/99
SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING••'. Gl
BCC L 10 l0 10 PSF DRWG VALCONVF0699
ROOF TRUSS DIVISION
IMPORTANT-. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE
ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
DESIGNI ANY FAILURE 70 BUILD THE TRUSSES IN CONFORMANCE WITH TPI) OR FABRICATING, 0 Q 02722SOUTHAPOPKABLVO. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH NQ • 42704 LL PSF ENG MLH/KAR
APoPKA, FL 32703
407-299-1522
APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE
AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20Ga TOT.LD. 60 55 57 PSF
Fwc: 407-299-9153 ASTM RAND GNL GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFTRUSSAND, UNLESS OTHERWISE LOCATED (U+ THIS DESIGN, POSITION CONNECTORS PER
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL
S % STATE OF C.t25/1.33 1.15 1.15PROFESSIONALENGINEERING
AUTHORIZATION
ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE
i
j O ••••/ CING SEE ABOVECERTIFICATEOF0921RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. j _. Qr
TOP CHORD 2X4 y2 OR BETTER
BOT CHORD 2X4 #2 OR BETTER
WEBS 2X4 #3 OR BETTER
REFER TO SEALED DESIGN FOR DASHED PLATES.
SPACE PIGGYBACK VERTICALS AT 4' OC MAX.
PIGGYBACK DETAIL
TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE
IS NOT DIRECTLY OVER ANOTHER.
PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO
TRUSS TOP CHORD WITH 1.5X3 PLATE.
ATTACH PURLINS TO TOP OF FLAT TOP CHORD. 1F PIGGYBACK
IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS
MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS.
REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING
120 MPH WIND, ASCE 7-98, CAT 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.
JOINT
SPANS UP TO
TYPE
30' 34' 38' 52'
A 2X4 2.5X4 2.5X4 3X5
B 4X6 5X6 5X6 5X6
C 1.5X3 1.5X4 1.5X4 1.5X4
D 5X4 5X5 5X5 5X6
E 4X6 OR 3X6 TRULOX AT 4' OC,
ROTATED VERTICALLY
ATTACH TRULOX PLATES WITH (8) 0.120" X 1.375" NAILS, OR
EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO
BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX
INFORMATION.
WEB BRACING CHART
WEB LENGTH REQUIRED BRACING
0' TO 7'9" NO BRACING
lx4 "T" BRACE. SAME GRADE, SPECIES AS WEB
7'9" TO 10' MEMBER, OR BETTER, AND 80% LENGTH OF WEB
MEMBER. ATTACH WITH 8d NAILS AT 4" OC.
2x4 "T" BRACE. SAME GRADE, SPECIES AS WEB
10' TO 14' MEMBER, OR BETTER, AND 807. LENGTH OF WEB
MEMBER. ATTACH WITH 16d NAILS AT 4" OC.
PIGGYBACK SPECIAL PLATE
ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF
FABRICATION. ATTACH TO SUPPORTING TRUSS WITH
4) 0.120" X 1.375" NAILS PER FACE PER PLY. APPLY
PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND
SPACE 4' OC OR LESS.
00 0
o 0 0
0
o a
0 0 0
0 0
2
00 o 0 0
0 0 0
o a
8 1/4"
ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. L19i1 i'I NIpkp1VlNG REPLACES DRAWINGS 634.016 634,017 & 847,045
x-WARNING-I TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHEDBYTPI (TRUSS PLATE
ypN MAX LOADING REF PIGGYBACKINSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200, MADISON, VI. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERVISE INDICATED,
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
r ,.• TIFIC.9 i 55 PSF ATi DATE 06/25/99
SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED R1610 CEILING. v
v •"• 1.33 DUR. FAG. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE D RWG PIG BAC KBO6 99ROOFTRU55dIVI510N
2722 SOUTH APOPKA BLVO.
ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THISDESIGN! ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI) OR FABRICATING, 1 NO.42704S7c ; 50 PSF AT ENG DLJ/KAR
APOPKA. FL 32703
HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH
APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 9.25 DUR. FAC.
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 OFAND, 47 PSF ATFAx.: 407.29"153 TRUSS UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL STATE OF
1.1.5 DUR. FAC. PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOVN. THESUITABILITYANDUSEOFTHISCOMPONENTFORANYPARTICULAR Q.' ACING 24.0" CERTIFICATE OF AUTHORIZATION g921 BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI I-I995 SECTION 2. R `OA'. _` _,
at
BOTTOM CHORD FILLER DETAIL
OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX
SIZES (1X3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE
OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX
11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE
ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO
EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND
TRULOX PLATE REQUIREMENTS.
REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS
DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT
SHOWN.
ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES
MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**)
FILLER BOTTOM CHORD
OR WEDGE SPECIES
MAXIMUM REACTION MINIMUM
BEARING AREA
REQUIRED NAILS PER FACE WITH TRULOX PLATES
DOWNWARD UPLIFT 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L.
DOUGLAS FIR -LARCH 3281# 1656 1.5" X 3.5" 12 11 10 9 8
HEM -FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6
SPRUCE -PINE -FIR 2231# 1192 1.5" X 3.5" 10 9 8 8 6
SOUTHERN PINE DENSE 3465# 1791 1.5" X 3.5" 12 11 10 9 8
SOUTHERN PINE 2966# 1492 1.5" X 3.5" 10 9 8 8 7
SOUTHERN PINE NON -DENSE 2520# 1343 1.5" X 3.5" 9 8 7 7 6
4 ++ 4 ++
s*
9.5" MAX
3X8 TRUL IX **
18
4 ** 4 3X12 TRULOX
MAX
2X8 WEDGE
2) 8D NAILS CUT TO FIT 2X4 VERTICAL OR WEDGE
SMYTH LUMBER CO.
ROOF TRUSS DIVISION
2722 SouTN APOPKA BLvo.
APOPKA, FL 32703
407-299.1 522
FAX. 407.299Y9153
PROFESSIONAL ENGINEERING
CERTIFICATE OF AUTHORIZATION N921
WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING,
INSTALLING AND BRACING. REFER TO.HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHEDBYTPI (TRUSS PLATE INSTITUTE, 58J D'ONCIFRIO DR., SUITE 200, MADISON, WI, 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE
ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING,
HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH
APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE
AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA
ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF
TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL
ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE
RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2.
ysiilNlillA Ll Qjh} DRAWING REPLACES DRAWINGS A115 A115/R & 884,132
TC LL — PSF REF BC FILLER
r,V'IFI(,';q• F DL — PSF DATE 06/25/99
G %•••. Bt DL 10.0 PSF DRWG BCFILLER0699
k : No. 42704 *&SLL - PSF -ENG DU/KAR
TOf LD. - PSF
STATE OF
Q' •
FAC. 1.0/1.15/1.25/1.33
P_ •- fl Qt0 .•'. ACING 24.0"
ZONA1.
S'I'FPDOWN CORNER SET
TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE
BOT CHORD 2X4 SO. PINE #2 N
WEBS 2X4 SO. PINE #3
HIPJACK TOP CHORD LUMBER GRADE
MAX NORMAL
OVERHANG
LENGTH***
MAX HIPJACK
OVERHANG
LENGTH***
SOFFIT WEIGHT
2 PSF 10 PSF
1-06-00 2-01-07 2 N 2 N
1-09-00 2-05-11 2 2 DENSE OR #1 N
2-00-00 1 2-09-15 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
3.00 12 #
TO100
W2X4
f1' 1 3•
R=463#, W=3.50"
END AND CORNER JACKS
2' TYF
7'
5'
CORNER SET
SETBACK 3'
7' 0" 0
1'
2 HIP OR COMMON TRUSS
I HIP TRUSS
i Mm
1 3 5- 7- 2' TYP.
OPTIONAL VERTICAL WEB. USE W1.5X4 AT
BOTTOM OF VERTICAL. USE W3X4 AT TOP
OF VERTICAL AND DIAGONAL WEB.
2) 16d TOENAILS
HJ «« (3) 16d TOENAILS
2.12 12 W2X4
TO4.24
I
W2X5 , W3x4
ORSIMPSON
I +++
3/4- I- THJA26
9-10-13 OVER 2 SUPPORTS
R=652#, W=3.50-
WARNING•• TRUSSES REOUlRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING,
INSTALLING AND BRACING. REFER T HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED
BY TPI (TRUSS PLATE INSTITUTE, 593 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,
S MYTH LUMBER CO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLHAVEAPROPERLYATTACHEDRIGIDCEILING.
rIMPORTANT— 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 APoPMA BLvo. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING,
APOPKA, FL 32703
HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH
APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE
407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTMA653GR40GALVSTEELEXCEPTASNOTED. APPLY CONNECTORS TO EACH FACE OFFAx: 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 SHOWN. THE
CERTIFICATE OF AUTHORIUTION Mg21B SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFIH£ BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2.
HIPJACK
P`IFic~NSF yc
No.42704 Ik
0
a STATE OF
od
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
jL 0 PSF ENG SJP/KAR
LD. 55 MAX PSF
FAC. 1.33
VG SEE ABOVE
N Al
CLB WEB BRACE SUBSTITUTION
THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB)
IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB
BRACING METHOD IS DESIRED.
NOTES
THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED
CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB
BRACING.
ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE.
FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE
BRACING.
WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING
SIZE BRACING T OR L-BRACE SCAB BRACE
2X3 OR 2X4 1 ROW 2X4 1-2X4
2X3 OR 2X4 2 ROWS 2X6 2-2X4
2X6 1 ROW 2X4 1-2X6 .
2X6 2 ROWS 2X6 2-2X4(*)
2X8 1 ROW 2X6 1-2X8
2X8 2 ROWS 2X6 2-2X6(*)
T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE
OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON
ENGINEER'S SEALED DESIGN.
CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH
FACE OF WEB.
T—BRACING
OR
L—BRACING:
APPLY TO EITHER SIDE OF WEB
NARROW FACE
ATTACH WITH 16d NAILS AT 6" O.C.
BRACE IS A MINIMUM 80% OF WEB
MEMBER LENGTH
SCAB BRACING:
APPLY SCABS) TO WIDE FACE OF WEB.
NO MORE THAN (1) SCAB PER FACE.
ATTACH WITH 10d NAILS AT 6" O.C.
BRACE IS A MINIMUM 80% OF WEB
MEMBER LENGTH
WARNING-- TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED
BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, VI. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,
S MYTH LUMBER CO. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
HAVE A PROPERLY ATTACHED RIGID CEILING.
r 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 SOVTH APOPKA BLVD. DESIGNy ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPIi OR FABRICATING,
APOPKA. FL 32703
HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH
APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE
407.291 t522 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 OFFAx. 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL
PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
CERTNfIGTE OF AUTHORR.ATION N921e SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-095 SECTION 2.
y ' TC LL
ZIFICgF DL
i
BC, DL
No. 42704CSLL
STATE OF
e
A
015, - -- I '1" OfdAL ...,..
L
T-BRACE
OR
L-BRACE
T-BRACE L-BRACE
SCAB
THIS DRAWING REPLACES DRAWING 579,640
D.
PSF REF CLB SUBST.
PSF DATE 06/25/99
PSF DRWG BRCLBSUB0699
PSF ENG MLH/KAR
PSF
R. FAC.
ACING
FLUUK bAULt) . THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMIIIED BY IRUSS MI-H.
TOP CHORD 4x2 SP #3
HOT CHORD 4x2 SP #3
WEBS 4x2 SP #3
JACK STUDS FOR
HEAVY CONC. LOAD
BY BUILDER).
QUANTITY
DETERMINED
BY OTHERS.
WALL PLATE 3/4" DECKING
INSERT JACK
STUDS
BY BUILDER).
QUANTITY OF
JACK STUDS TO
MATCH WALL
JACK STUDS
ABOVE,MIN.
W2.5X4 =
JACK STUD DETAIL
WALL STUDS NOT SHOWN
FOR CLARITY PURPOSES)
DIAGONAL WEB SHOWN FOR CONNECTOR PLATE PURPOSES
TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP.
DESIGN CRITERIA
1: ALL TRUSS LUMBER TO BE SP #3.
2: ATTACH TOP OF RIBBON BLOCK WITH 2-100 GUN NAILS.
3: DIAGONAL WEBS
TRUSS SPAN < or = TO 12'
12' < TRUSS SPAN < or = TO 20'
20' < TRUSS SPAN < or = TO 30'
30' < TRUSS SPAN
4: 16" OC VERTICALS, TYPICAL.
NO DIAGONALS
ONE DIAGONAL
TWO DIAGONALS
THREE DIAGONALS
ONE EACH ENO AND CENTER)
5. FLOOR GABLE DESIGN TAKES INTO ACCOUNT COMPOSITE ACTION
FROM A ZX4 WALL BOTTOM PLATE, 3/4" FLOOR DECKING AND RATED
SHEATHING APPLIED TO OUTSIDE FACE. WALL BOTTOM PLATE, FLOOR
DECKING, SHEATHING AND ALL CONNECTIONS TO TRUSS TOP CHORD
TO BE DESIGNED BY OTHERS.
W=W2.5X4
W=W2.5X4 = BOTTOM CHORD MAY BE NOTCHED AROUND PRE -CAST
ANCHORS BOLTS. ANCHOR BOLT SIZE AND SPACING
OF BOLTS TO BE FURNISHED BY OTHERS.
VERTICAL WEBS AND CONNECTOR PLATES NOT TO HE
DAMAGED OR CUT IN ANY WAY.
Continuous Support
T
1-0-8 1-4-0
i I
Note: All Plates Are W2X4 Except As Shown. RM.
PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL 1 R Scale 375" Ft.
WARNING•• TRUSSES REQUIRE EITREHE CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING ANDWARN
IMG. REF[0. i0 HIB-91 (HANOLING IUSTALIIN6 AHD BRACING). UBtl$H(D BY TPI (TRUSS PLATE
INST.1UT1. 587 O'ONOFAID DR., SUIT( Z00, MADISON, YI 57119), FOR SAF(TY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED
Q !IF I .q
j.••
V c
rL1i L L
T CCD L
40.0
10.0
P S F
P S F
R E F R 3 5 2-- 1 5 3 7 2
DATE 0 7 1 5 0 2SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 17C N 4 2 7 4 DRW SLTUSR352 02196003ROOFTRU55DIVISION
O • 0IMPORTANT' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED = 5.0 PSFPRODUCTS, INC. SHALL NOT BE RESPONSIOL[ FOR ANY OE11A110N FROM THIS DESIGN: ANY FAILURE 10 1CL7
SLT-ENG VIMR2722SOUTHAPOPKABLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATIN, • HANDLING. SH"'IA.. INSTALLING AN O = BRACIRG
OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS 8C L 0.0 PSF APOPKA, FL 32703 OF N05 (NATIONAL D(SIGR SP
EC (FICA TIORPUBUSHEO BY THE AMEN IC ANFOREST AND PAPER STATE O FO••. S
E O N 1 1. 1 8 4 407-299.1S22 FAx:
407•Z99 9 153 ASSOCIATION)
AND TPI. ALPINE CONNECTORS
ARE MAOE OF 206A AS InAS7 GR40 GALY. STEEL. CTCEPT AS NOTED. APPLY CONNECTORS TO '.• EACH FACE
OF TRUSS. AND UNLESS OTHERWISE LOCATED L D ,
5 S , O P S F ON THIS
DESIGN, POSITION CONNECTORS PER ORATING$ 160
A-E. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING O^ ••- i /Y ••'.•
Q R 'O LI YSOLELYDESIGNIMOW"_ 'HE THIS THE j'''''`'A• '•.,•"I{•(•
1R .
F
A C . 1 .0 0 FROM CERTIFICATE CM,
AUTmoR11ATTON 11921E CONPON E NTI F0R PARTICULAREBUIIOIRGO IS THE SPQR S I6 ILIT YOFTHE OUI ED INGI BES IGNE R. 4 ANSI/TPI 1-
1995 SECTION Z. •t````
SYSTEM 42 PLY TO PLY CONNECTION DETAILS
FIGURE 1: WEB TRULOX PLATE CONNECTION
WEB TRULOX PLATE CONNECTION
MAY BE USED WHEN TRUSS IS
LOADED WITH UNIFORM LOAD
AND/OR CONCENTRATED LOADS
AT RANDOM OR O.C. SPACINGS.
TRULOX PLATE APPLIED TO
BOTH FACES AT LOCATION OF
CONCENTRATED LOADS OR NOR SNEARMIDSPANFORTRUSSES
WITH ONLY UNIFORM LOAD.
4X6 TRULOX FOR P = 2900# MAX.
6X6 TRULOX FOR P = 4400# MAX.
3/4" THICK BY 7" WIDE APA RATED SHEATHING CUT TO FIT ALONG
VERTICAL WEB LENGTH MAY BE SUBSTITUTED FOR TRULOX PLATES.
ATTACH WITH (S) BD COMMON (0.131" x 2 1/2") NAILS IN EACH
VERTICAL WEB.
FIGURE 2 CHORD TRULOX PLATE CONNECTION
CHORD TRULOX PLATES CONNECTION
MAY BE USED WHEN TRUSS IS
LOADED WITH UNIFORM LOAD
AND CONCENTRATED LOADS
SPACED AT 24" O.C. OR LESS.
2) 3X6 TRULOX PLATES TO BE
BENT AND APPLIED AS SHOWN.
PLATES TO BE POSITIONED
APPROXIMATELY 1/4" APART
SPACED AT 2' 6" MAXIMUM
O.C. BETWEEN PAIRS.
FOR DOUBLE STACKED CHORDS
USE (2) 3XIO TRULOX PLATES.
SYSTEM 42 CONNECTION NOTES:
N" & "C" ARE THE REQUIRED NUMBER OF 0.120" X 1.375"
NAILS, OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX
PLATE CONNECTIONS AS SPECIFIED ON THE ENGINEER'S SEALED
DESIGN REFERENCING THIS DETAIL.
S" IS THE REQUIRED NUMBER OF 0.131" X 2.5"
NAILS, OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX
PLATE CONNECTIONS AS SPECIFIED ON THE ENGINEER'S SEALED
DESIGN REFERENCING THIS DETAIL.
REFER TO THE ENGINEER'S SEALED DESIGN FOR LUMBER,
PLATES AND OTHER INFORMATION NOT SHOWN HERE.
0.125" X 3" GUN NAILS MAY BE USED IN PLACE OF 10d COMMON
0.148" x 3") NAILS WHEN CONNECTING SHEAR BLOCKS.
ONE OF THESE 6 FIGURES SHALL BE USED FOR EACH 2-PLY
SYSTEM 42 TRUSS.
FIGURE 5: SINGLE SHEAR BLOCK
CONNECTION AT CONCENTRATED I,OAD
2X6 OR 2X8 #3 OR
BETTER SHEAR BLOCK.
PLACE BLOCK IN KEYWAY
AND CONNECT TO EACH
PLY WITH (3) 10d COMMONC'C(0.148" x 3") NAILS.
FIGURE 3: STACKED CHORD OPTIONAL TIE PLATE ON VAIP
01"'; goo IWIRN"0741NARROWFACEOR10dCOMMON - IWO
TRULOX PLATE CONNECTION 'WIDE FACE.
j CROSS SECTION
p 4l\Sk CROSS SECTION DETAIL
7" LONG
BLOCK SIZE
MAX LOAD
P
1) 2x6 1500#
1) 2x8 2000g
2) 2x6 3000#
2) 2x8 3500#
MEMBER 1 MEMBER 2
2) 3X6 TRULOX PLATES. ATTACH WITH 0.131"X1.375" NAILS TO 1.5" SIDE FIGURE 6: DOUBLE SHEAR
OF MEMBER 1 SYSTEM 42 CHORDS AS SHOWN THEN BEND 90' AND ATTACH BLOCKS CONNECTION ATTO3.5" SIDE OF MEMBER 2 CHORDS AS SHOWN. USE SAME PROCEDURE
STARTING WITH MEMBER 2 WHILE OFFSETTING TRULOX PLATE LOCATION
BY 4". SPACE BETWEEN PLATE PAIRS AT 2' 6" MAXIMUM O.C.
FIGURE 4: CHORD TRULOX PLATE CONNECTION
AT CONCENTRATED LOAD LOCATION
NAIL PLATE IS TO BE APPLIED TO
THE INSIDE FACE OF THE TRUSS
5.5" SUPPORTING THE CONCENTRATED
LOAD PRIOR TO CONNECTING THE
PLIES TOGETHER. BEND NAIL PLATE
OVER THE TOP CHORD OF THE
SECOND PLY AND NAIL AS SPECIFIE
6X18 TRULOX PLATE
BENT AS SHOWN. 2X6 OR 2X6 #3 OR BETTER SHEAR
BLOCKS. PLACE BLOCK IN KEYWAY
AND CONNECT TO EACH PLY WITH
3) IOd COMMON (0.148" x 3") NAILS
stir''S. I R / PLACES DRAWINGS 1,070.976 798517 T620,124 & T615.489
WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING,
INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED V .• "••• LL PSF REF SY42 CONNECTION
BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, Vt. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND CHORD
V SIFIC,9 . V \\• jamL,v D[, PSF DATE 06/25/99
S MYTH LUMBER CO.
BOTTOM SHALL
HAVE a PROPERLY ATTACHED RIGID CEILING.
C'•
DRWG CNSY42PLO699
ROOF TRUSS DIVISION
IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE
ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS NO. 42704
B iL PSF
ENC MLH/KAR2722SOUTHAPOPKA, BLVo. DEStGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH s
C j, PSF
APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE
407-299-1522 A$7Mip53 GR4OTGA V. PAPERASSOCIATION) AEXCEPTTASAND NOTED.I. ALPINE APPLYCONNECTORSTO EACH FACE OS AREMADEOFFEGASTATEOF0T= LD. PSF FAX:
407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER iQ • F'
AC. 1.00 PROFESSIONALENGINEERINGDRAWINGS
160 A-Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT O'•,• P: CERTIFICATE
Atm/ORIUTION M92IB DESIGN SHOWN.
THE THIS SUITABILITY
ANDUSEOFTHISCOMPONENTFOR ANY PARTICULAR BUILDING IS THE i O
o ` Q 1 OFRESPONSIBILITYOFTHEDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. F.........R 4 . .-.. ACING1,4l
III/INIINI/III111\ s S