HomeMy WebLinkAbout166 Venetian Bay Cir - BR04-000735 - SFRPERMIT ADDRESS
CONTRACTOR
ADDRESS
PHONE NUMBER
PROPERTY OWNER
ADDRESS
Morrison Homes
151 Southhall Ln #200
Maitland; FL 3275 T- -
407-257-6940
CRC 041929 -
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
FEE
PERMIT NUMBER FEE
SUBDIVISION
PERMIT # DATE
PERMIT DESCRIPTION5ft
PERMIT VALUATION
SQUAREFOOTAGE
City of Sanford Certificateof
Occupancy This is
to certify that the building located at 166 Venetian Bay Cir for which permit number 04-735
was issued has been completed according to the plans and specifications filed in the permit, to
wit as New Single Family complies with all the building, plumbing, electrical, mechanical, as
well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff
Approval
Date Conditions (if blank, no conditions apply) Building: B.
Oden
04/30/04 Engineering: D.
Sweet
05/05/04 Public Works:
R. Buckner
05/03/04 Utilities: R.
Blake
05/03/04 Fire Department:
N/A
Zoning: N/
A
Morrison Homes
Property Owner
v. .,` 05/
10/04 Building Official
Date
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
SINGLE FAMILY RESIDENCE****
DATE:
PERMIT #:
ADDRESS:
CONTRACTOR:
04/29/04
04-735
166 VENETIAN BAY CIRCLE
VENETIAN BAY
MORRISON HOMES
PHONE #: DANNY 407-948-2953
Fi, `s
V' 3v00 b0
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
Engineering
Public Works
Utilities
0k' 5I5Ic4- Fire N/A
Zoning N/A
Licensing N/A
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
K •
SINGLE FAMILY RESIDENCE****
DATE:
PERMIT #:
ADDRESS:
CONTRACTOR:
PHONE #:
04/29/04
04-735
166 VENETIAN BAY CIRCLE
VENETIAN BAY
MORRISON HOMES
DANNY 407-948-2953
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
Engineering
ublic Works S- -2-P4
Utilities
Fire _
Zoning _
Licensing
1011
N/A
N/A
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTIO; Q
SINGLE FAMILY RESIDENCE***%ii
DATE: 04/29/04
PERMIT 04-735 (U4) ` #.
1
U°Wo„; Jz _N,
ADDRESS: 166 VENETIAN BAY CIRCL
VENETIAN BAY
Q°',' CO"1
CONTRACTOR: MORRISON HOMES U U
i Lu w G
PHONE #: DANNY 407-948-2953
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
Engineering
Public Works
Fire
Zoning '
N/A
N/A
ilities a O Licensing N/A
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
e
LMBC0401 CITY OF SANFORD 5/'03% 04
r Address Misc. Information Maintenance 15:58:30
Location ID . . . 240885 '
Parcel Number . . 23.19.30.5-0000-0440
Alternate location ID
Location address . 166 VENETIAN BAY CIR
Primary related party
Type information, press Enter. Special
Sequence Code(F4) App Free -form information Date notes
1.00 PLZN BP NO TWO STORY BUILDINGS PERMITTED ON LOT 91202 Y
2.00 CSVC UT LOT 44 ************ 0U
T3.00 CSVC UT SW DEV FEE 7 WA DEV FEE 5 U4
4 0 CSVC UT BP04-7 5 PD 1- - 4 SEE REC 4 04
5.00 CSVC UT 3 4"WA METER SET FEE 19 .00 PD -8-04 10904
b CSVC UT RE—C-fT4 8 1 10904
7.UU
77
QUO
More...
F2=Address F3=Exit F5=Notes display F6=Change display F9=Parcel Notes
F10=Subdivsion Notes F12=Cancel
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPEC TTID'
SINGLE FAMILY RESIDENCE***.% ' ' '
04/29/04 DATE:
PERMIT #: 04-735
G 8Wry LA E®
ADDRESS: 166 VENETIAN BAY CIRCL`? o C iuvwVENETIANBAY ® , m
c cu T 'Z Cc:
CONTRACTOR: MORRISON HOMES U
PHONE #: DANNY 407-948-2953
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
Engineering
Public Works
wtilities
Ll Fire N/A
Zoning N/A
Licensing N/A
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
LMBC0401 CITY OF SANFORD
Address Misc. Information Maintenance
4/29/04
16:48:43
Location ID . . . 240885 '
Parcel Number . . 23.19.30.5-0000-0440
Alternate location ID
Location address . 166 VENETIAN BAY CIR
Primary related party
Type information, press Enter.
Sequence Code(F4) App Free -form information Date
1.00 PLZN BP NO TWO STORY BUILDINGS PERMITTED ON LOT 91202
2.00 CSVC UT LOT 44 ************ 9U4
100 CSVC UT SW DEV FEE $1700.00 WA DEV FEE 5 TO70-4
4.00 CSVC UT BP04-7 5 PD - - 4 SEE REC46481 10904
5.00 CSVC UT 3 4"WA METER SET FEE $190.00 PD 1-8-04 10904
6.M CS -VC UT REC 4 1dDT4
7.00
8.00
T7U
10.E
Special
notes
Y
More...
F2 Address F3=Exit F5=Notes display F6=Change display F9=Parcel Notes
F10=Subdivsion Notes F12=Cancel
Herx & Associates Inc.
769 Douglas Avenue
Altamonte Springs, Florida 32714
407.788.8808 - 407.788.8762 (fax)
April 16, 2004
City of Sanford Building Division
P.O. Box 1788
Sanford, Florida 32772-1788
RE: Lot 44 Venetian Bay, 166 Venetian Bay Circle w— 13j
To Whom It May Concern,
The finished floor elevation of the structure located at:
166 Venetian Bay Circle, Sanford, Florida 32771
Legal Description:
Lot 44, "Venetian Bay", according to the Plat thereof, as recorded in Plat Book 63
At pages 84 through 88, Public Records of Seminole County, Florida.
Meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec 6-7(a).
Sincerely Yours,
Herx & Associate c.
aQ C i/1'1
Darae L. Przemieniecki S.M
Associate Vice President
DLP/bb
FEDERAL EMERGENCY MANAGEMENT AGENCY
NATIONAL FLOOD INSURANCE PROGRAM
ELEVATION CERTIFICATE
Read the instructions on pages 1 - 7.
O.M.B. No. 3067-0077
Expires December 31, 2005
SECTION A - PROPERTY OWNER INFORMATION Forinsurance Company Use:
BUILDING OWNER'S NAME Policy Number`.
MORRISON HOMES
BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. I Company. NAIC'Number
166 Venetian Bay Circle
CITY STATE ZIP CODE
SANFORD FL 32771
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 44 ," VENETIAN BAY " PLAT BOOK 63 PAGES 84 - 88 PUBLIC RECORDS OF SEMINOLE COUNTY
BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.)
RESIDENTIAL
LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type):
or ##.® NAD 1927 NAD 1983 USGS Quad Map ® Other: Plat
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP COMMUNITYNAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE
CITY OF SANFORD / 120294 SEMINOLE FLORIDA
B4. MAP AND PANEL 87. FIRM PANEL B9. BASE FLOOD ELEVATION(S)
NUMBER B5. SUFFIX 86. FIRM INDEX DATE EFFECTIVE/REVISEDDATE B8. FLOOD ZONE(S) Zone AO, use depth offlooding)
12117CO035 E 4-17-95 4-17-95 X 9.60
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9,
FIS Profile FIRM Community Determined ® Other (Describe): Development Engineering Plans
B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe):
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: Construction Drawings` Building Under Construction" ® Finished Construction
A new Elevation Certificate will be required when construction of the building is complete.
C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram
accurately represents the building, provide a sketch or photograph.)
C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO
Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in
Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of
Section D or Section G, as appropriate, to document the datum conversion.
Datum Same as BFE Conversion/Comments
Elevation reference mark used On -Site BM Does the elevation reference mark used appear on the FIRM? Yes ®No
o a) Top of bottom floor (including basement or enclosure) 15 .3 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 0
o d) Attached garage (top of slab) 15 .0 ft.(m) E
LU CD
o e) Lowest elevation of machinery and/or equipment
servidng the building (Describe in a Comments area) 14 .7 ft.(m) AC Service
o f) Lowest adjacent (finished) grade (LAG) 14 .6 ft.(m) Z.2)
o g) Highest adjacent (finished) grade (HAG) 14 .7 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) 1. Professional Surveyor and Mapper No. 6030
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATI
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information.
1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available.
1 understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001.
CERTIFIER'S NAME Darae L. Przemieniecki LICENSE NUMBER PSM 6030
TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Associates, Inc.
ADDRESS CITY STATE ZIP CODE
769 Douglas Avenue Altamonte Springs FL 32714
gt TQR DATE TELEPHONE
n n _ , n... n 1 . 4-16-04 407-788-8808
Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions
IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company use:
BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/orBldg. No.) OR P.O. ROUTE AND BOX NO.
y
Policy Number
166 Venetian Bay Circle'
CITY STATE ZIP CODE Company NAIC Number
SANFORD FL 32771
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner.
COMMENTS
NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans.
TBM's not verified.
Note: Item C3 e on page 1, refers to Air conditioner Service slab.
Check here if attachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For 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 or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use
natural grade, if available).
E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent
grade. Complete items C3.h and C3.i on front ofform.
E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use
natural grade, if available).
E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance?
Yes No Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owners authorized representative who completes Sections A, B, C (Items C3,h and C3.i only), and Efor Zone A (without a FEMA ssued or community -
issued BFE) orZone AO must sign here. The statements in Sections A, B, C, and E are correct to the best ofmy knowledge.
PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME
ADDRESS CITY STATE ZIP CODE
SIGNATURE DATE TELEPHONE
1111i LA Q1i69
Check here if attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation
Certificate. Complete the applicable item(s) and sign below.
G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state
or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.)
G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO.
G3. The following information (Items G4-G9) is provided for community floodplain management purposes.
G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED
G7. This permit has been issued for: New Construction Substantial Improvement
G8. Elevation of as -built lowest floor (including basement) of the building is: _ft.(m) Datum:
G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ ft.(m) Datum:
LOCAL OFFICIAL'S NAME TITLE
COMMUNITY NAME TELEPHONE
SIGNATURE
COMMENTS
DATE
Check here ifattachments
FEMA Form 81-31, January 2003 Replaces all previous editions
Herx .Issocia es -fnc.
Land Surveyors
769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808
Member ofthe Florida Surveying and Mapping Society and American Congress on. Surveying and Mapping
Map of Survey
CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING
C 1 34°19'35" 75.00' 44.93' 23.16' 44.26' S 72°44'50-W
C 2 89°54'55" 50.00' 78.47' 49.93' 70.66' S 44°57'10"W
LINE BEARING DISTANCE
L I N 32°10'00"W 29.11'
L 2 N 89°54'38"E 60.00'
L 3 S 89°54'38-W 2.25'
WOLFER'S LAKE VIEW TERRACE
7.51PLAT BOOK 10. PAGE 66
76
L2
6' BRICK WALL—,
FD 8' 0/5
I
n
O
I LVI Y Y 0
A- GRADING N
10.0 7.088 SO. FT. to
18.0'
LANAI o
22.0'
1971)
BROOKWOOD II
ELEV. A.B.0 & D
SINGLE FAMILY RESIDENCE
3 FIN. FL. ELEV: 15.3 W
I
N n o LU zwLOT43Nroww
N wQ
Ln N ?
O wa
o Ln > p
O 7.0 O J
3zI0.0 13.0.10 o
O
FD 8'1 0/S
0
O
O
ul
20.0' 1_10.0 J (0 o,',
SETBACKS:
Front 25' Rear 20'
Side 5 ' Corner 15'
Minimum Lot Width 60'
Note: Bearings shown hereon ore referenced to the C/L
of VENETIAN BAY CIRCLE as being N 89°5438"E.
Vertical datum 1s based on NGVD per Engineering
construction plans by Neal H i l l e r Engineering. Inc.
Job Number 2001.
LOT 45
CITY OF SANFORD
LEGAL DESCRIPTION Lot 44. " V E N E T I A N BA Y "
according to the plot thereof as recorded 1n Plat Book 63.
of pages 84 - 88 of the Public Records of Seminole County. Florida.
FLOOD HAZARD DATA: The Porcel shown hereon lies within Flood Zone 'X.
according to the Flood Insurance Rate Map Community Panel Number601202890035E.Doted 04/17/95.
City of Sanford. Community Number 120294)
0 3. 0. 2'
0. 3*
u-
N
13.
P.c.P. N 89' 54738 "E 64. 00 ' P.cP. \
REFERENCED BEARING
CIL VENETIAN BAY CIRCLE
50 ' R/W) TRACT F " PRIVATE ROADWAY
I
P.C.P.
General Notes: Legend
1. This is a BOUNDARY Survey performed in the field on LJ 0 Temporary Benchmark CVS
O.R.B.
Offset
Official Records Book
2. No aerial, surface or subsurface utilityinstallations, underground improvements orr9P assumed datum) PB Plat Book
subsurface/aerial encroachments, if any, were located. BOW Back of sidewalk PC Point of Curvature
3. Building ties shown are to the exterior unfinished foundation surface or formboard.
GL
d
Centerline
Central or (Delta) Angle
PCC. Point ofCompound Curvature
4. Elevations shown hereon, if any, are assumed and were obtained from approvedYPP CALC Calculated
P.C.P. Permanent ControlPoint
Construction plans provided by the Client unless otherwise noted, and are shown CB Chord Bearing
PG.
P.R.M.
Page
Permanent Reference Monument
only to depict the proposed or actual difference in elevation relative to the assumed CD Chord p/L Property LinetemporaryBenchmarkshownhereon. C.M. Concrete Monument P.O.B. Point of Beginning
5. The parcel shown hereon is subject to all easements, reservations, restrictions, and EL. or ELEV Elevation (Proposed) P.O.C. Point of Commencement
Rights -of - of record whether depicted or not on this document. No search of the FINAL EL.
FD.
Elevation (Measured)
Found P.I. Point of Intersection
Public Records has been made b this office. Y Fin.Fl. Elev. Finished Floor Elevator PRC.
PT.
Point of Reverse Curvature
Point of Tangency6. The legal description shown hereon is as furnished by client. I.P. Iron Pipe R Radius7. Platted and measured distances and directions are the same unless otherwise noted. I.R. Iron Rod RAD Radial line
a Denotes %"Iron rod with yellow plastic cap marked LB4937 or LS3182, or L Arc Length RES. Residence
iron rod with red plastic cap marked "Witness Comer", unless otherwise noted. LB Licensed Business R/W Right-of-way
O Denotes P.C.P. (Permanent control point) LS.
Mea
Land Surveyor
Measured TBM Temporary Benchmark
Denotes Permanent Reference Monument N/D(N&D) Nail and Disk TYP. Typical
Fence symbol (see drawing) 2003 Herx & Associates Inc. All rights reserved N.R. Not Radial X—X- Fence symbol (see drawing)
CertiWciltion: Not valid without the signature and the original raised seal
of a Flod#a licensed Surveyor and Mapper
This s r ymeets the requirements ofthe Florida tnimum Technical15narsalcontainedinChapter61G17-6 FFgdiAdminlstrative Code.
X/V/v Uww L4 ( rI
William A. Herx, P.L.S. Florida Registered land Surveyof No. 3162
Darae L. Przemienleckl, P.S.M. Registered Surveyor and Mapper No. 603Q
William R. Herx, P.S.M. Registered Surveyor and Mapper No. 6092 R 1 5 200, Herx & Associates Inc., State of Florida LB 4937 N
Drown by: AH
Checked by: OP
Prepared For: MORRISON
Job Number: 02-017-02
Scale : 1'- 30'
Plot plan performed: 10-10-03
Foundation Survey: 01-21-04
Final Surv0y: 04-14-04
Revisions .
10-03-203 9:04AM FROM P. 2
Permit # : !f
Job Address:
CITY OF SAdIIFORD PP,RMrr APPLICATION
Description of Work:
Historic District: Zoning: Value of Work*
Permit ,Type: Building Electrical Mechanical Plunlbiug Fire Sprinkler/Alarm Pool
Electrical: New Service. — # of AMPS Addition/Alteration Change of Service Teraporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. R.equircd)
Plumbing/ Ncw Commercial; # of Fixtures # of Watcr & Sewer Lines # ofGas Lines
Plumbing/New Residential: # of WaSer Closets Plumbing Repair— Residential or Commercial
Occupancy Type: Residential V Comimcrcia] Industrial Total Square Footage:
Cunalruclion Type; # of Stories: —/— # of Dwelling Units: Flood Zone: (FEMA form required fur other than X)
Parcel N: --
Ow •rs Numc & Ar
La4r
Co ac or Nau+e &
Phone & Fix:
Bundiag Company:
Legal pescriptiou)
Address; --- --
Mortgage l.eoder:
Address; ,
ArchitecdEugiueer:
Address,
Phone:
Fax:
051
Application is hereby made to obtain a permit to do the work and installations asindicated. I certify that no work or installation hascommenced prior to the
issuance of a permit and that all work will be performed to meet standards ofall laws regulating construction in this jurisdiction. 1 understand that it separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HF..ATERS, TANKS, and
AIR CONDITIONERS, etc,
OWNER'S AFFIDAVIT: l certify that all of the foregoing information is accurate and ¢tat all work will be done in compliance with all applicable l;tws rr.t ulaiim; construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT 1N Y UI111 1'A1' ING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCFMf:iNT.
NOTICE; In addition to the requiremenrS of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, st3tc agencies, or federal agencies
Acccptanca of permit is vorif+carion that 1 will notify the owner of the property of the requirernenu of Florida Lien Law, FS y 13.
Signature of Owner/Agent Date Signature of Copt actor/Agent Datc
Print Owner/Agent's Name
Signature of Notary -State of Flonda
Owner/Agent is _ Personally Known to Me or,
Produced ID
APPLICATIUN APPROVED BY: Bldg:
Initial & Date)
Special Conditions;
Print Contract gent'
Date natu 0 Mary -State of Florida
4et o4l Stephanie Womack
My COMMISSiOP y , 12714Contractor/Agcnt is , 4o tall Known w McpProduced1Dxpn's June 01. 2rxta
Zoning: Utilities: _ FD:
Initial & Dale) (Initial & 03to) (Initial & Date)
Permit #
Job Address: I
Description of Work:
Historic District:
CITY OF SANFORD PERMIT APPLICATION
Zoning: Value of Work: S
Permit Type: Building Electrical L--" Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS 1,519 Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines.
PIumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial
Occupancy Type: Residential ' Commercial Industrial Total Square Footage:
Construction Type: I # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #
Name & Address:
Name & Address:
Phone & FaV._—JjQJL
Bonding Company:
Address:
Mortgage Lender: _
Address-
Architect/Engineer:
Address:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commencedprior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records ofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Attach Proof of Ownership & Le 1 Description)
Phone: —_/` 6^
State License Number: d C)o' S
Contact Perso Phone-_
Phone:
Fax:
Acceptance of permit is verification that I will notify the owner of the property ofthe requireme is
oi
a Lien Law, FS 7
Signature of Owner/Agent Date Signature of con or/ ent Date
Print Owner/Agent's Name. Print Co tra or/Agent'sNalne
Signature of Notary -State ofFlorida Date Signature of Notary -State of Florida Date
0 Jennifer Almodovar
res
My Commission DD272809
Contractor/Agent is _ Personally Known toe ExpiDecember 07 2007 Owner/
Agent is _Personally Known to Me or Produced ID Produced
ID APPLICATION
APPROVED BY: Bldg: Initial &
Date) Zoning:
Utilities: rtr Initial &
Date) (initial & Date) (Initial & Date) Special
Conditions:
F'er3oit _ s- n Tj lu
Job Ae dress: v
ell
Fii toras` IJistiricSi cttlist¢ 'a-rxue of r!ar d_
Permit Type: Bkxild:i-ng ti' — - - -- Fla ti?'tx>g
lestricatl: tde+ Service - o¢,g P Additi® ilfs3Iv0vn Charge va 5'4; rsT.e t ern rAL7, y Vole
meshgn4e2, Residential ' Non-Residenziat 3aepla tlerlS tieav r; yoetS R„ C ic4 Re t r t)
Plumbinrl Nevy commercial. tt Of'FistteR. of Ware apt Seabe, Linw. m, &w Li;ies.
Plumhin"evb Ressidentizi- of WjteT C'vsets Piattrlfiiet a iair- esicien al or Co._ rer21 - _-.._
OcsLp,ancy Type: Resider±tial Corrirnerctal 1rdus-6 ial Tstd3-14teare i~sadage:
Construction Type: ? of Stories: >t of Ilrrelliq uhlb: ) Yoeisl 7,rt`ste: (F,-F IA fount eeo0rcd for c tGr'. ' Clzr,ri }
Parcel #: Afaach Fraoiof Llvrncrstatp c4 ti,sgal Description)
Owners Nzme. Address:
Phone_
Bonding Company:
Address:
blorigage Lender:
Address!
ArchitecJEngineer
Address: -
Phone'
Far:'
RULifii!
Apalica.tion is hereby made to obtain a. pernut to do the work and installations as indicated. I ce:ify that no work or insiallaion has conut'tenc:ed prior to theissuance' of a permit and that all work will bu' petio„ ..d to „ t standards of all laws teplat'ing,eonistiatsion in this jurisdiction. I understand !hat a, separate
permit must be secured for. ELECTIR-ICAL WORK, PLUMBU-4G, SIGNS, WELL5, POOLS, FURINACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc.
OWNER'S AFFIDAV IT: 1 ceriffj That all of the fo cgoing info-r tion is a"wzte and that aH work "li be
construction and iotiing. WARNEYG TO OWNER: YOUR FAILUPE 710 RECORD A NOT"iCE OF CON
iWICE FOR UYIPROVEMENTS TO YOUR. PROPERTY. IF YOU IN itND TO OBTAIN MAN G,
A?TORNEY BEFORE RECOR-DING YOUR NOTICE OF COMIvIENCEIVIENT.
NOTICE: Li addition to the requirements w this per-ig, there am-aybe additional restrictions pplicabi
this county, and there may be additional permits required from other gove,ntrtental enie
z
a
Acceptance of permit is verification that I A61I notify the owner of the property of e re •nts of
Signature ofOwner/Agent
Print Owner/Agent's Name
Dale'
Signature of Notary -State. of Flonda Date
Owner/Agent is
Produced ID
Personail., Kno%\n to Me or
APPLI('Al ION APPROVED 13Y: Bldg:
Initial & Datej
Zoning:
me ift compliance with Ell applicat lr l .wr i r f d :ring
IE EI IEidT <' IcESU 'F' t7t? 1 () i il'i I,/ TifIG
dSULT' .I YQi•I NDER OR A3\1
ro 'lly th ., y found in dic'' pubii . ord_s of
em , tstricts late agencies, of cat ageacies-
LierT n;w, F
I FEB 2 3 Z004
Signal of C•oncactor/Agent Date
ERT G. DELLO BUSS
Pr t Con tr-
aactor
Agent's Na
Signature!of Ko-v-State of Flonda Date
Contractor/Arc-.i C_ Personal,., Known to Me or
Produce',: ;J
Initial & Date) Initial K Date) (1wilia &IDa
ppY, PUB .• MIRINDA C. TURNER
MISSION::
EXPIRES: June 14, 2007
ais °P' - Bonded Thru Notary Public unuanwriters
COUNTY OI [MINOLE
IMPACT FEE STATEMENT
ISSU[D BY CITY OF SANFORD
STATEMENT NUMBER 1O4-75813 DATE:
BUILDING PERMIT N B : (CITY COUNTY NUMBER:
UNIT ADDRESS: _/___/{'/
TRAFFIC ZONE: JURISDICTION: 06 CITY-OF-SANFORD--_-'
SECx ___ TWP: _ ____ PARCEL:
SUDDIVISION: ` TRACT: ------ --'--'
4 PLAT BOOK: PLAT BOOK PAGE: BLOCK:
ONN[R NAME: y/
ADDRESSR
APPLICANTAPPLICAAT NAPE!
ADDRESS:
LAND USE CATEGORY: 001 - Single Family Detached House
TYPE US[: Residential
WORK DESCRIPTION: Single Family House: Detached - Construction
E[ BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DU[
TYPE DIST SCHEDULE DESC. UNIT OF UNITS
RQADS
ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00
ROADS
COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00
LIBRARY CO -WIDE O dwl unit $ 54.00 1 54.00
SCHOOLS CO -WIDE O dwl unit $1,384.00 1 1,384.00
AHOUNT DuG/ 2,205.00
STATEMEHT ^ /
RECEIVED BY: SIGNATUREA//-----------------------------
NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND
ENSURE TIMELY PAYMENT MAY -RESULT IN YOUR LIABILITY FOR THE FEE. *=*
DISTRIBUTION: 1-COUNTY 3-CITY
2-APPLICANT 4-COUNTY
0TE**
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH
ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR
EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING
A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF 7HE RECEIVIN8
SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR
OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF T|lE
CQUXTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS
MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE,:
1101 [AST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474.
PAYMENT SHOULD BE MADE TO: CITY OF SANFORD
BUILDING DEPARTMENT
300 NORTH PARK AVEHUF
SANFORD. FL 33771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE
THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP
LEFT OF THE NOTICE.
THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*W*
FAMILY BUILDING
Herx & Associates Inc.
L a n d S u r v e y i n g
769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808
Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping
Map of Survey
CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING
C 1 34°19'35" 75.00' 44.93' 23.16' 44.26' S 72'44'50"W
C 2 89°54'55" 50.00' 78.47' 49.93' 70.66' S 44°57'10-W
LINE BEARING DISTANCE
L I N 32°10'00"W 29.11'
L 2 N 89°54'38"E 60.00'
L 3 S 89°54'38"W 2.25'
WOLFER'S LAKE VIEW TERRACE
PLAT BOOK 10. PAGE 66
7.51 L 2 r 7.6'
6' BRICK WALL
SET 8 "OFFSET
O
V
O
LOT 44 a
A" GRADING N
0.0 7.088 SO. FT. io.
18.0'
LANAI o
22.0'
LOT 43 N
Ln
O
0
O
O
z 10.0
1971)
BROOKWOOD 11
ELEV. A.B.0 b D
SINGLE FAMILY RESIDENCE
FIN. FL. ELEV: 15.2
o
ro o
El
70'D
40'W
10
SET 8' OFFSET Max Coverage - 62
SETBACKS:
Front 25' Rear 20' SITE DATA
Side 5 ' Corner 15' IMPERVIOUS SO. FT. - 45Y
Minimum Lot Width 60' LOTTCFT
IMPERVIOUS AREA-3.219 SO.FT.
O Note: Bearings shown hereon are referenced to the CIL
of VENETIAN BAY CIRCLE as being N 89°54'38"E.
Vertical datum is based on NGVD per Engineering
Z construction plans by Neal H i I I e r Engineering. Inc. ZE Job Number 2001.
w
ww LOT 45
N wQ
awe
U) > o
O = CITY OF SANFORDo
Op 3 LEGAL DESCRIPTION- Lot 44. " V E N E T I A N BA Y
according to the plot thereof as recorded in Plat Book 63. m at pages 84 - 88 of the Public Records of Seminole County. Florida.
FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone "X':
according to the Flood Insurance Rate Mop Community Panel Number60' "' 120289 0035E.Dated 04117195.
City of Sanford. Community Number 120294)
L3
n o
o
N
50'
I
P.C.P.
P.c.P. N 89°54 38"E 64.00'. P.c.P. \
REFERENCED BEARING
CIL VENETIAN BAY CIRCLE
R/W) TRACT "F " PRIVATE ROADWAY
General Notes:
P90POSED1. This is a BOUNDARY Survey performed in the field on
2. No aerial, surface or subsurface utility installations, underground improvements or
subsurface/aerial encroachments, if any, were located.
3. Building ties shown are to the exterior unfinished foundation surface or formboard.
4. Elevations shown hereon, if any, are assumed and were obtained from approved
Construction plans provided by the Client unless otherwise noted, and are shown
only to depict the proposed or actual difference in elevation relative to the assumed
temporary Benchmark shown hereon.
5. The parcel shown hereon is subject to all easements, reservations, restrictions, and
Rights -of -way of record whether depicted or not on this document. No search of the
Public Records has been made by this office.
6. The legal description shown hereon is as furnished by client.
7. Platted and measured distances and directions are the same unless otherwise noted.
0 Denotes %" Iran 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
Legend
Temporary Benchmark O/S
O.R.B.
Offset
Official Records Bookassumeddatum) PB Plat BookBOWBackofsidewalkPCPointofCurvatureCiLCenterlinePCC. Point or Compound CurvaturedCentralor (Delta) Angle P.C.P. Permanent Control PointCALCCalculatedPG. PageCBChordBearingRP..R. M. Permanent Reference Monument
CD Chord PrL Property LineC.M. Concrete Monument P•0.B. Point of BeginningEL. or ELEV Elevation P.O.C. Point of CommencementFINALEL. Elevation (Measured) P.1. Point of IntersectionFD. Found PRC. Point of Reverse CurvatureFin.Fl. Elev. Finished Floor Elevation PT. Point of TangencyI.P. Iron Pipe R RadiusI.R. Iron Rod RAD Radial LineLArcLengthRES. ResidenceLBLicensedBusinessRIWRight-ol-WayLS. Land Surveyor TBM Temporary BenchmarkMeaMeasuredTYRTypicalN/D(N&D) Nail and Disk Fence symbol (see drawing) N.R. Not Radial X—X- Fence symbol (see drawing)
Certification: Not valid without the signature and the original raised seal
of a Florida licensed Surveyor an r
This survey meets the reguiremen of the F rida Minimum Technical
7r,
ds; as contained in Ch r61G17- lorida Administrative ode.
Sketch of Legal Description
Orrntornto kA This is not a Survey
William A. Herx, P.L. S. Florida Registered hnd Surveyor No. 3182
Darae L. Przemieniecki, P.S.M. Registereq Jurveyorand Mapper No. 6030
William R. Herx, P.S.M. Registered Surve and Mapper No. 6092
Herx 6 Associates Inc., State of Florida LB 4937
Drawn by: AH
Checked by: DP
Prepored For: MORRISON
Job Number: 02-017-02
Scat* : 1 30'
Plot plan performed: 10-10-03
Foundation Survey:
FinoI Survey: Revisions .
Herx & Associates Inc.
L a n d S u r v e y i n g
769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808
Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping
Map of Surve
CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING
C 1 34°19'35" 75.00' 44.93' 23.16' 44.26' S 72°44'50"W
C 2 89*54*55" 50.00' 78.47' 49.93' 70.66' S 44°57'10"W
LINE BEARING DISTANCE
L I N 32°10'00"W 29.11'
L 2 N 89°54'38'E 60.00'
L 3 S 89°54'38"W 2.25'
LOT 43
WOLFER'S LAKE VIEW TERRACE
PLAT BOOK 10. PAGE 66
L2
LOT 44 0
A- GRADING N
10.0 7.088 SO. FT. 10.0
18.0'
LANAI 1-0
o
N
N
Ln
O
O
O
z 10.
22.0' E•
1971) Lr1
BROOKWOOD 11
ELEV. A.B.0 6 D 2
SINGLE FAMILY RESIDENCE W
FIN. FL. ELEV: 15.2 W
7 o LU woZ
N wQ
N zQ— wQ
Ln > o
70'D
40'W
O — a
13.0'`O o 3
20.0' 10.0 V) ro
SETBACKS:
Max Coverage - 62
Front 25' Rear 20 SITE DATA
Side 5 ' Corner 15' IMPERVIOUS SO. FT. - 45Y
Minimum Lot Width 60' LOT S0. FT.
IMPERVIOUS AREA-3.219 SO.FT
Note: Bearings shown hereon are referenced to the CIL
of as being N 89°5438'E.
Vertical datum Is based on NGVD per Engineering
construction plans by Neal H ill e r Engineering. Inc. Job Number 2001.
LOT 45
CITY OF SANFORD
LEGAL DESCRIPTION Lot 44. " V E N E T I A N BA Y
according to the plat thereof as recorded in Plat Book .
at pages - of the Public Records of Seminole County. Florida.
FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone X 1
according to the Flood Insurance Rate Map Community Panel Number
120289 0035E.Doted 04117195.
City of Sanford. Community Number 120294)
L3
P.c.P. N 89° 54 38 "E 64. 00 P.C.P. \
REFERENCED BEARING
R/W) TRACT "F " PRIVATE ROADWAY
General Notes: Proposed1. This is a BOUNDARY Survey performed in the field on p
2. No aerial, surface or subsurface utility installations, underground improvements or
subsurface/aerial encroachments, if any, were located.
3. Building ties shown are to the exterior unfinished foundation surface or formboard.
4. Elevations shown hereon, if any, are assumed and were obtained from approved
Construction plans provided by the Client unless otherwise noted, and are shown
only to depict the proposed or actual difference in elevation relative to the assumed
temporary Benchmark shown hereon.
5. The parcel shown hereon is subject to all easements, reservations, restrictions, and
Rights -of -way of record whether depicted or not on this document. No search of the
Public Records has been made by this once.
6. The legal description shown hereon is as furnished by client.
7. Platted and measured distances and directions are the same unless otherwise noted.
Denotes %" iron rod with yellow plastic cap marked LB4937 or LS3182, or
iron rod with red plastic cap marked "Witness Corner", unless otherwise noted.
O Denotes P.C.P. (Permanent control point)
Denotes Permanent Reference Monument
Legend
a) Temporary Benchmark O/S
O.R.B.
Offset
Official Records Bookassumeddatum) PB Plat BookBOWBackofsidewalkPCPointofCurvatureCILCenterlineFCC. Point of Compound CurvaturedCentralor (Delta) Angle P.C.P. Permanent Control PointCALCCalculatedPG. PageCBChordBearingP.R Permanent Reference MonumentCD7hord - R .M.
P/L Propedy LineC.M. Concrete Monument P.O.B. Point of BeginningEL. or ELEV Elevation P.O.C. Point of CommencementFINALEL. Elevation (Measured) p 1 Point of IntersectionFD. Found PRC. Point ofReverse CurvatureFin.Fl. Elev. Finished Floor Elevation PT. Point of Tangency1. P. Iron Pipe R Radius1. R. Iron Rod RAD Radial LineLArcLengthRES. ResidenceLBLicensedBusinessRyRight -of -WayLS. Land Surveyor TSM Temporary BenchmarkMeaMeasuredTYP. TypicalN/D(N&D) Nail and Disk Fence symbol (see drawing) N.R. Not Radial X—X- Fence symbol (see drawing)
Certification: Not valid without the signature and the original raised seal
of a Florida licensed Surveyor and M per Drown by : AHThi -4urvey meets the requirements o/ he Florlda Minimum Technical
Stan a' s as contained in Cha r 17-6 loriciaAdministrative Code. Checked b y : DP
Prepared For: MORRISONSketchofLegalDescriptionJobNumber: 02-017-02
9XLThis is not o Survey scale : 1"- 30'
William A. Herx, P.L.S. Florida Registered La Surveyor No. 3182 Plot plan ' p e r ro r m ed : 10 - 10 - 03
Darae L. Przemieniecki, P. S.M. Registered S eyor and Mapper No. 6030 Fo u n d a f i o n S u r v ey :
William R. Herx, P. S.M. Registered Surveyor nd Mapper No. 6092 Final Survey:
Flerx 6 Associates Inc., State o/ Florida LB 4937 Revisions
Herx & Associates Inc.
L a n d S u r v e y i n g
769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808
Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping
Map of Surve
CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING
C 1 34°19'35" 75.00' 44.93' 23.16' 44.26' S 72°44'50"W
C 2 89°54'55" 50.00' 78.47' 49.93 70.66' S 44°57'10"W
LINE BEARING DISTANCE
L I N 32°10'00"W 29.11'
L 2 N 89°54'38"E 60.00'
L 3 S 89°54'38"W 2.25'
WOLFER'S LAKE VIEW TERRACE
PLAT BOOK 10. PAGE 66
L2
LOT 44 0
A" GRADING
10.0 7.088 SO. FT. 10.
18.0'
LANAI o
to
O
LOT 43 N
Ln
O
0
O
O
z 10.0
o
n
22.0'
1971)
BROOKWOOD 11
ELEV. A.B.0 6 D
SINGLE FAMILY RESIDENCE
FIN. FL. ELEV: 15.2
M o
M 0
Ln N El
7o'D
40'W
7.0M
O
13.0' o 0
20.0' 10
SETBACKS:
Max Coverage - 62
Front 25' Rear 20' SITE DATA rd
Side 5 ' Corner 15' IMPERVIOUS SO. FT. - 45%
Minimum Lot Width 60' LOT S0-FT.
IMPERVIOUS AREA-3.219 SOFT
00 Note: Bearings shown hereon are referenced to the CIL
of as being N 89°5438'E.
Ln Vertical datum Is based on NGVD Per Engineering
Wconstruction plans by Neal H i I I e r Engineering. Inc.
2 Job Number 2001.
w
ww LOT 45
N wQ
N r zQ— wQ
Ln > o
O
O
o CITY OF SANFORD
J J
Op 3 LEGAL DESCRIPTION.' Lot 44. " V E N E T I A N B A Y
according to the plot thereof as recorded in Plat Book
o at pages - of the Public Records of Seminole County. Florida.
FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone X
according to the Flood Insurance Rate Map Community Panel Number
60' 120289 0035E.Doled 04117195. T. (
City of Sanford. Community Number 120294)
IL
C) o
o
Ln
N
CIL
50'
I
P.C.P.
i
3 — — e
P.c.P. N 89°54 38"E 64.00' P.c.P. \
REFERENCED BEARING \
R/W) TRACT "F " PRIVATE ROADWAY
General Notes:
Proposed1. This is a BOUNDARY Survey performed in the field on p
2. No aerial, surface or subsurface utility installations, underground improvements or
subsurface/aerial encroachments, if any, were located.
3. Building ties shown are to the exterior unfinished foundation surface or formboard.
4. Elevations shown hereon, if any, are assumed and were obtained from approved
Construction plans provided by the Client unless otherwise noted, and are shown
only to depict the proposed or actual difference in elevation relative to the assumed
temporary Benchmark shown hereon.
5. The parcel shown hereon is subject to all easements, reservations, restrictions, and
Rights -of -way of record whether depicted or not on this document. No search of the
Public Records has been made by this office.
6. The legal description shown hereon is as furnished by client.
7. Platted and measured distances and directions are the same unless otherwise noted.
o Denotes %" iron rod with yellow plastic cap marked L84937 or LS3182, or
iron rod with red plastic cap marked "Witness Comer", unless otherwise noted.
O Denotes P.C.P. (Permanent control point)
Denotes Permanent Reference Monument
Legend
m Temporary Benchmark O/S
O.R.B.
Offset
Official Records Bookassumeddatum) PB Plat BookBOWBackofsidewalkPCPointofCurvatureCILCenterlinePC. Point of Compound Curvature dCentralor (Delta) Angle P.. C.P. Permanent ConholPoint CALCCalculatedPageCB
Chord Bearing RRPG. R. P.R Permanent Reference Monument CDChordP/L Property Line C.M. Concrete Monument P.O.C. Point of BeginningEL. or ELEV Elevation P.O.C. Point of Commencement FINAL EL. Elevation (Measured) P.I. Point of Intersection FD. FoundPRC. Point of Reverse Curvature Fin.Fl. Elev. Finished Floor Elevation PT Point of Tangency I.P. Iron Pipe R Radius I.R. IronRod RAD Radial Line L ArcLengthRES. Residence LB LicensedBusinessF?1W Right -of -Way LS. LandSurveyorTBMTemporaryBenchmarkMeaMeasuredTYP. Typical N/D(N6D) Nail and Disk Fence symbol (see drawing) N.R. Not Radial X—X- Fence symbol (see drawing) Certification: Not
valid without the signature and the original raised seal of a
Florida licensed Surveyor and M per Drown 6 y : AH T r
survey meets the requirements of he Flor a Minimum Technical Checked b y : DPStandards ascontainedinChar17-6 onda Administrative Code. Prepared For: MORRISON Sketch of
Legal Description Job Num60r: 02-017-02 Lo LJ"-
This is not a Survey Scale I'- 30' William A.
Herx, P.L.S. Flonda Registered La Surveyor No. 3182 Plot p l o n ' p e r f o rme d : 10 - 10 - 03 Darae L.
Przemieniecki, P. S.M. Registered S eyor and Mapper No. 6030Foundation Survey: William R.
Herx, P.S.M. Registered Surveyor nd Mapper No. 6092 Final Survey: Herr d
Associates Inc.. State of Florida LB 4937 Revisions
CURVE
C I
C 2
LOT 43
Herx & Associates Inc.
L a n d S u r v e y i n g
769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808
Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping
Map of Surve
DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING
34*19*35" 75.00' 44.93' 23.16' 44.26' S 72°44'50"W
89°54'55- 50.00' 78.47' 49.93 70.66' S 44°57'10-W
LINE BEARING DISTANCE
L I N 32°10'00-W 29.11'
L 2 N 89°54'38-E 60.00'
L 3 S 89°54'38"W 2.25'
WOLFER'S LAKE VIEW TERRACE
PLAT BOOK 10. PAGE 66
L2
LOT 44 0
A- GRADING N
0.0 7.088 SO. FT. 10.
18.0'
LANAI o
22.0'
1971)
BROOKWOOD It
ELEV. A.B.0 6 D
SINGLE FAMILY RESIDENCE
FIN. FL. ELEV: 15.2
N El
Ln
O
o
tJ 70'D
7.0
40 w
0z10.0 13.01- o
20.010. 0
SETBACKS:
Max
Coveroge - 62 Front
25' Rear 20' SITE DATA rd Side
5 ' Corner 15' IMPERVIOUS SO. FT. - 45% Minimum
Lot Width 60' LOT S0. FT. IMPERVIOUS
AREA-3.219 SOFT. 0
Note: Bearings shown hereon are referenced to the CIL of
as being N 895438"E. Vertical
datum is based on NGVD per Engineering Z
construction plans by Neal H i I 1 e r Engineering. Inc. w
UJJob Number 2001. w
ww
LOT 45 N
wQ N
z a— wQLn >
o O
J CITY OF SANFORD OJ
3LEGAL DESCRIPTION: Lot 44. " V E N E T I A N B A Y " o
according to the plat thereof as recorded in Plat Book N
I m at pages - of the Public Records of Seminole County, Florida. FLOOD
HAZARD DATA: The Parcel shown hereon lies within Flood Zone "X according
to the Flood Insurance Rate Map Community Panel Number 60' 120289 0035E.Dated 04117195. City
or Sanford. Community Number 120294) co
CIL
50 '
I
P.
C.P. L3Ln
vim
P.
c.P. N 89' 54 38 "E 64. OO P.C.P. REFERENCED
BEARING R/
W) TRACT -F " PR I VATE ROADWAY General
Notes: Proposed 1. This is a BOUNDARY Survey performed in the field on 2.
No aerial, surface or subsurface utility installations, underground improvements or subsurface/
aerial encroachments, if any, were located. 3.
Building ties shown are to the exterior unfinished foundation surface or formboard. 4.
Elevations shown hereon, if any, are assumed and were obtained from approved Construction
plans provided by the Client unless otherwise noted, and are shown only
to depict the proposed or actual difference in elevation relative to the assumed temporary
Benchmark shown hereon. 5.
The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights -
of -way of recordwhether depicted or not on this document. No search of the Public
Records has been made by this office. 6.
The legal description shown hereon is as furnished by client. 7.
Platted and measured distances and directions are the same unless otherwise noted. Denotes %"
iron rod with yellow plastic cap marked LB4937 or LS3182, or 34"
iron rod with red plastic cap marked "Witness Comer", unless otherwise noted. O
Denotes P.C.P. (Permanent control point) Denotes
Permanent Reference Monument Certification:
Not valid without the signature and the original raised seal 01
a Florida licensed Surveyor and M per T7,
34urvey meets the requirements or he Flo a Minimum Technical Standards
as contained in Chanter 17-6 orida Administrative Code. Legend
m
Temporary Benchmark assumed
datum) BOW
Back of sidewalk C/
L Centerline d
Central or (Delta) Angle CALC
Calculated CB
Chord Bearing CD
Chord C.
M. Concrete Monument EL.
or ELEV Elevation FINAL
EL. Elevation (Measured) FD.
Found Fin.
Fl. Elev. Finished Floor Elevation I.
P. Iron Pipe I.
R. Iron Rod L
Arc Length LB
Licensed Business LS.
Land Surveyor Mea
Measured N/
D(N&D) Nail and Disk N.
R. Not Radial t
Sketch of Legal Description vwm
t MI This is not a Survey William
A. Herx, P.L.S. Florida Registered LaASurveyor No. 3182 Darae
L. Przemieniecki, P.S.M. Registered Sfqkeyor and Mapper No. 6030 William
R. Herx, P.S.M. Registered Surveyor Zrnd Mapper No. 6092 Herx
8 Associates Inc., State of Florida LB 4937 O/
S Offset O.
R.B. Official Records Book PS
Plat Book PC
Point of Curvature PCC.
Point of Compound Curvature P.
C.P. Permanent Control Point PG.
Page P.
R.M. Permanent Reference Monument P/
L Property Line P.
O.B. Point of Beginning P.
O.C. Point of Commencement P.
1. Point of Intersection PRC.
Point of Reverse Curvature PT
Point of Tangency R
Radius RAD
Radial Line RES.
Residence RAN
Right -of -Way TBM
Temporary Benchmark TYP.
Typical Fence
symbol (see drawing) X—
X- Fence symbol (see drawing) Drown
by: AH Checked
by: DP Prepared
For: MORRISON Job
Number: 02-017-02 Scale :
1-- 30' Plot
plon'perrormed: 10-10-03 Foundation
Survey: Final
Survey: Revisions .
MARYANNE MORSE, CLERK OF CIRCUIT COURT
SEMINOLE COUNTY
BK 05112 FIG 0601
CLERK'S # 2003210482
RECORDED 11/25/2003 88:08:@6 AM
RECORDING FEES 6.01
Permit Number: Wk-1;ORD1 D 8Y L McKinley
Prepared By Daphne Clark CERTIFIED COPY
and P.O.Box 784283
Return To: Winter Garden, FL 34778-4283 CLERK OF IR
A.
CIR
t RSE
CLERKLERK !T CIOURT
6E i C RIDA
NOTICE OF COMMENCEMENT.
WUTY CLER13
State ofFlorida.
County of Seminole. NOV 2 52003
The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance
with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
1. Description of property:
Lot Number
Legal Description 4VE L BAY, according to the plat thereof, as recorded in Plat
Book 63,, Pages 8448, of the public records of Seminole County,
Florida.
j
Street Address /tO lorida. _Sanford, FL
2. General description of improvements
New single family residence
Owner information: Name Morrison Homes
Address 151 South Mall Lane. Suite 200 Maitland FL 32751-7172
Tel Number (407) 629-0077
Fax Number (407) 629-5282
4. Fee Simple Title Holder: N.A.
5. Contractor: Name Maria Lisa Steiner
Address 151 South Hall Lane. Suite 200 Maitland FL 32751-7172
Tel Number (407) 629-0077
Fax Number (407) 629-5282:
6. Surety : N.A.
7. Lender: N.A.
8. Persons within the State of Florida designated by the Owner upon whom notices or other.documents.may
be served as provides by 713.13(1)(a)7., Florida Statutes: N.A.
9. In addition to himself , Owner designates the following to receive a copy of the Lienor's Notice as provided
in 713.13(1)(b), Florida Statutes. N.A..
10. Expiration date of notice of commencement: One year from the date of recor ing.
Date Signed: / d Signature of Owner's Agent, Maria Lisa Steiner: VV
Sworn to and subscribe re me this by Maria Lisa Steiner, who is personally known to me.
MY COMMISSION 1 DD 214811
Signature of Notary: Notary Seal: * * EXPIRES: June 27, 2007
l4fEDFF<\O' Bonded Thru By ptMOt7/ SifVIC88
LIMITED POWER OF ATTORNEY
DATE: q"
I HEREBY NAME AND APPOINT: _ DAPHNE CLARK, 4 cr. GUSTAV BOTES,
EACH AN AGENT OF: MORRISON 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 PERF RMED AT
LOT NUMBER :
SUBDIVISION:
ADDRESS:
AND TO SIGN MY NAME AND DO
TO THIS APPOINTMENT.
MARIA LISA STEINER
NAME OF CONTRACTOR.
SIGNATURE OF CONTRACTOR.)
STATE CERT. # CR-0041929
THINGS THAT ARE NECESSARY
CONTRACTOR'S STATE REGISTRATION NUMBER.)
The foregoing instrument was acknowledged before me this
DATE: Y G
BY: MARI I A VEINER
Who is personally known to me and did not take an oath.
STATE OF FLORIDA
COUNTY OF ORANGE. aiYey' •., LIANA EMIRO
MY COMMISSION # OD 237775
o EXPIRES: August 3, 2007
t%pf 1'. Bonded Thru Notary Public Underwriters .
SIGNATURE OF NOTARY: NOTARY SEAL.
Seminole County Property Appraiser Get Information by Parcel N http://www.scpafl. org/pls/web/re_web. seminole_county_title?PAR...
PARCEL DETAIL
Seminole County
r»perly 'rararr
r/e7 ctr
I lot E_ Firm M,
Sanford F1.31771
40 *74%f,6-?.4%1NS
w
Parcel Id: 23-19-30-502-0000-0440 Tax District: S1-SANFORD
Owner: CENTRAL FLA DEV Exemptions: PARTNERS LC
Own/Addr: #200
Address: 1053 MAITLAND CENTER COM BLVD
City,State,ZipCode: MAITLAND FL 32751
Property Address:
Subdivision Name: VENETIAN BAY
Dor: 00-VACANT RESIDENTIAL
t < Back G Jl-
s
2003 VALUE SUMMARY
SALES 2003 Tax Bill Amount:
Deed Date Book Page Amount Vacllmp 2003 Taxable Value:
Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS
LAND LEGAL DESCRIPTION PLAT
Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 44 VENETIAN BAY PB 63 PGS 84 - 88
LOT 0 0 1.000 11,310.00 $11,310
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax .
purposes.
Ifyou recently purchased a homesteaded property your next year's property tax will be based on Just/Market value.
1 of 1 11/21/2003 2:07 PM
CITY OF SANFORD PERMIT APPLICATION I71eal =,- - - '
Permit # : V
Job Address: Q
Description of Work:
Historic District: Zoning: Value of Work:
Date:
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS _, Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
e
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of /Water Closets Z Plumbing Repair — Residential or Commercial
Occupancy Type: Residential V Commercial Industrial Total Square Footage: 26 •
Construction Type: GM # of Stories: # of Dwelling Units: _ Flood Zone: X (FEMA form required for other than X)
Parcel #: 23—/ / ! V — 6-O`- 0000— O y!._ O (Attach Proof of Ownership & Legal Description)
Owners Name & Address:
b0ct/11/1/7W 441L,4: 4w ^/! IL/ Jp.
JPhone:
W / bG7 vv Y1g/ ! Contractor
Name & Address: 114 UJI% 5 /AeR / ,y 04: SOI% // 1t S p 4ddl-
ei
C lvar_ A -7 / -
State License
Number: CR G / / c Phone &
Fax:
6 007 07 r SI t Contact Person: 0410 + UAAC Pho.e`4,:2 7 140 Bonding Company: /
yf'+ Address: ,VA
Mortgage Lender:
4 Address: N /
Architect/Engineer: / /
Cd AIC, Phone: 4 Address: Fax:
Application is
hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of
a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must
be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS,
etc. 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 NOTIC; OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In
addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county,
and there may be additional permits required from other governmental entities such as water myTgement districts, state agencies, or federal agencies. that I
will notify the owner of the property of the req Signarure(oOwner/
Agent / Date M tte t-
J17A) c^.r 5
Print is Name z . Q 52
ate
z
o
ojignatua
of
Notary -State of Florida UJ r ... M
m
Owner/Agent is
Personally Known to Me or t, to v46 Produced ID
NA W APPLKATION APPROVED
BY:
Bld_c:ll` IZoning: 61 (Initial & Date)
Special Conditions: iremeJs
f or
da ''LawFS r N N
va Y / G 0SignatureofC
ntractor/Agent Date a m YAP
s7E/(1EX.
yLLl Print Contr n ' Name oL Z r U w
n' Signature
o - tate
of
Florida f Date 10 o\\r is
PersonallyKnownto
Me Contractor/Agent or ProducedID4JA Utilities:
FD: Initial & Date) (
initial & Date) (
Initial & Date) 5515.
TRUSS INDEX SHEET
Per Rule 61G15-31.003 of the Florida Board of Engineers
Customer: MORRISON
Job Identification: Z21857F
Address 1 VENETIAN BAY
Address 2 LOT 44
Jurisdiction: CITY OF SANFORD
General Building Design Information
Florida Building Code - 2001; Chapters 16 and 23
ANS11TPI 1
Design Loads
Roof: 37 PSF
Floor: —
Wind: 120MPH ASCE 7-98
y
SMYTH LUMBER Co.
ROOF TRUSS DIVISION
2722 SOUTH APOPKA BLVD.
APOPKA, FL 32703
407-299-1522
FAX: 407-299-9153
Engineer of Record ROBERT MONTA OF 237 S WESTMONTE DR., STE 210, ALTAMONTE, FL PE#33709
Or Building Designer:
Alpine Engineered Products Design Software
Seal Date: 09-Oct-03
Truss Engineer: William M. Ranieri
FL Lic.# 42704
The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for
the truss component designs listed and included in this truss package. The attached component designs are valid only if depicted with a copy of
the Truss Engineer's ink -stamp seal.
Standard Detail Designs: Std. Gable, Struct. Gable, Corner Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42
Number of Drawings:
Truss ID:
R-1 H1
R-2 H2
R-3 EJ7
R-4 E2
R-5 CA
R-6 CJ3
R7 CJ3(STUB)
R-8 C4
R-10 CJ5
R-11 CJ5(STUB)
R-12
R-14
R-15
R-16(2PLY)
R-20
R-21
R22
R-24
R-25
R-26
R-27
R-28
V1
V2
V3
V4
V5
V6
V7
39 Plus Standard Details
Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers
ZZ 0" 16 0'
DTI—'I A 7
LE H
F-7
F-A
T a JZ' 0•/
vVAtk-TFf.,
J,.-, F-I
I0
0'
F-Z
70
X,
ZO 0'
F--4
F-10
10
q 1" 1:BL-11,16 HT
0
0*
F-H w T F - 20,1
1MEI ffTO 'T TO"
FL, HT
F-Iv 2-F[-1). •RIM 0 W/d L- TV"L-L- T
0 FL HTI' " HT
H_ TO IZ 0' FL-. HTe4NL0WALLTO
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THEN KINEE"LLII-
IF-Z5
T,
7
T7, TO
3
IZ 0' FL- HT
4F
A A N
ZO 0,
40 T.
William M. Ranieri. PE
The Truss Engineers seal, when applied, confirms the placement of the Miss framing as itrelatestothetrussdesignsspecificforthisstructureThetrussframingisbaseduponthe
review of plans, drawings and specifications provided by the building design professional.
The building des professional has final approval ofthe truss framingand/or truss
placement Ian,
design
desipnof the temporary and permanent bracing, the diaphragm system, shear
walls structure elements to resistlateral loads from wind and/or seismic activity Is theresponsibilityofthebuildingdesignprofessional. Additional approval by the building designprofessionalshallInclude, bu not be limited to, design loading, lengths, profiles, pitchesanddepths. Izo
01
W,
FAISEP -EFL-5 I,
A6Kr Ol I FLOCK - FKAME
WALLS MYTH
L-UMDEF GO, FOOF
TFUC5`;, P1V1t)1o1\1 Z722 `
SOLJTH AFOFKA, [,`L-VP. A1`
01`KA, FL, 32703 of
4uthori.-1,Tliori qZl,,, 1)
IT , THE !TUPEFS FEYO,rSftffY TO VEFFvTFLI`,S FLACENEWT FI-Al I All' T,
I',5 I)E5614 MAWF I,S A6ANT FIELD O,PT1014'
7 4141 PE -Ai] LATENT IFEPEFEI,k;
E. ',,EGTk-41 fA 11) A"/Tn i+m) AFFFOVEP. F14W (
FF.'NT) Wl"'C' ---------- -----
PATE ---------- ---- 711—
tfl,
MIST WIT PEE Cl IT OF AL TEFEr, II &
Tlv W WITHOUT FTk)F ALiTW9ZATIMI E', 'W
I TH Tll, 50krA1tf Tn 1 ,
THATAFE CUT Or, ALTEFE11 VITRAIT ALITI-
IllnZATION WI-1, rf Ffffffffl OF, FCFLACEP
AT GLSTOI,FF5 EXFFJff DACT, 'HAQf5
Of AM IJV WI-1- NOT fE 1,0,
PEFEP WITTULIT PFOK FEVIEW ATC uTITTEN GO145ENT
DY 4A,TH Tn. G rFAN, PETAI[-`-, 0
FEfEF
TO Hie" 11 MECOI. IEI,IPATIOI S f(T HAJAMW, IJ
TAL ATIO,% AW TEWO.AF)
EITACNC) FEFEF TO
EW4 EEFEP PF.AWT4C,5FIT FEMAkIENT MACH
FELMEO z 1
ALL 'FT —,ES `1,rUN% Tn-`?-CS RIM VALLi', FrAuK,, MIST CC
C(%fI-ETEY r-E(AEP OFFEFEF
TO V61-1-U TFL15S f Al-
S FtF ALTUNATE ALL VALLE.
F TO DE Q'INE1471,f]ALL, 11 HANGERLEGEND
ALL 111OF
1171-11143117^ TO 11 FUSZ,. IT
I ILF 4,Al`TT-'W,) TW 16 LA,Lff55 1,10TEP
OTI-EFWE SIMPSON I
USIP (KANT-SAG) JP - HUS26
OR THD26 T- HHUS26-
2 OR THD26.2 HHUS28-2
OR THD28.2 61 - HHUS48
OR THD48 Ili,. HGUS26.
2 OR THDH26-2 IF, HGUS28-
2 OR THOH28-2 4- HGUS28-
3 OR THDH28-3 SUUR210 OR
SKH21OUR HGUS48 OR
THDH48 IS`- THA
422 OR MSH422 lip- THAC422
OR MSH4221F P. HUC410
OR HD4101F k, - THJA26
OR HJC26
Z21857F - Z21857F - R-1) ~ THIS DWG PREPARED AOM COMTTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR}.
TOP CHORD 2x4 SP #k2
BOT CHORD 2x4 SP ##2
WEBS 2x4 SP #k3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
3X8 (B5R)
120 MPH WIND, 14.31 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
CALCULATED HORIZONTAL DEFLECTION IS 0.21" DUE TO LIVE LOAD AND 0.17" DUE
TO DEAD LOAD.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
5X6=
UAO— -"I...
2 X 4 III 3X6 (Al)
1-4-0 1-4-0
20-0-0 20-0-0
11-6-0 28-6-0
40-0-0 Over 2 Supports
R=1561 U=480 W=8" R=1561 U=480 W=8"
PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.00 OTY:8 FL 1 - R - Scale=.1875" Ft.
WARNING`" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND T c L L 2 0. 0 P S F R E F R 3 5 2-- 9 3 1 7BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 603 D'ONOFR IO DR., SUITE 200. MAOISO N, WI SJ719). FOR SAFETY PRACTICES PRIOR TO "OF C'•.
I,
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED : ,•. T C D L 7. D P S F DATE 0 5/ 2 3/ 0 3
S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
RooFTRussDrv s1oN "IMPORTANT"* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j No.42704 BC DL 10.0 PSF DRW SLTUSR352
F RODUCTS. INC. SHALL NOT BE RESPONSIBLE fOft AN DEVIATION FROM THIS DESIGN; ANY FAILURE TO
2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND t B C L L 0.0 PSFF S L T - E N G W M RAPOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF /
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE: ,• 407-2997522 VVV 'oR OPTOT.LD. 37.0 PSF SEON- 13306 CONNECTORSAREMADEOF20GAASTMA653GR40GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO FAX:
407-299-9 153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER n•'... •..••''• PROFESSIONAL
ENGINEERING DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S`r`"fVA< D U R . F A C . 1 .2 5 FROM S F RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE
OF AUTHORZITION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/
TPI 1-1995 SECTION 2. May 23 SPACING 24.0" JREF- 1S30352_ZO2
IzIdt)/f — LL1255/t - K -CJ Inla UWU VKLFAKtu rnuin t,vmvuItrc l(NruI (LUAUS $ UIMrINJlund) )UDrlll ICO of IrcvJJ Pirrc.
TOP CHORD 2x4 SP #2 120 MPH WIND, 14.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
BOT CHORD 2x4 SP #2 WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
WEBS 2x4 SP #3 BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.21" DUE TO LIVE LOAD AND 0.17" DUE
TO DEAD LOAD.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
3X8(B5R)
1-4-0
ty
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC.
2 X 4 III
5X6= 5X6=
3X8
2.5X4
2 X 4 111
6 r— 1 6
5X6 %
5 X 6
3X8=
5X14 = 2-8-0J
2.95
2 X 4 III
9-4-0
6X8 6X8= 2X4III
2 X 4 III 3X6(Al)
1-4-0
r
19-0-0 1 2-0-0 19-0-0
11-6-0 28-6-0
40-0-0 Over 2 Supports J
R=1561 U=481 W=8" R=1561 U=481 W=8"
PLT TYP. Wave TPI95 R Desi q n Crit: TPI STD FLBC 6.10 OTY:2 FL - 1 R - Scale=.1875" Ft.
WARNING"" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INAND 'M` M e T C L L 20.0 P S F R E F R 3 5 2-- 9 31 8 BRACING. REFER i0 HIB-91 (HANDLING INSTALLING AND BRACING,). PUBLISHED BY TPI (TRUSS PLATE -` -W`' ,1AAi/j-- INSTITUTE. 583 D'ONOFRIO DR., SU I7E 200. MADISO N, WI 53719). FOR SAFETY PRACTICES PRIOR TO V ••.
V PERFORMINGTHESEFUIICTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED , ( C,q•,• T C D L 7.0 P S F DATE 0 5/ 2 3/ 0 3 SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. : (A . ROOF
TRUSS DIVISION `*IMPORTANT'"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i No.42704 BC DL 10.0 PSF DRW s rusR352 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIf,N; ANY FAILURE TO 1 2722
SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND 7C ! BC L L 0.0 0P S F S L T - E N G W M R APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF / SPECIFICATIONPUBLISHEDBYTHEAMERICANFORESTANDPAPERASSOCIATION) AND TPI. ALPINE 4O7.299-1 522 CONNECTORS
ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO .S
i ` j / T 0 T . L D . 37.0 P S F S E 0 N - 2703 9 FAx: 407-299-9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ••O R,O.••• DRAWINGS
160 A-Z. THE SEAL ON THIS DRAWING 1N0IC A TESACCEPTANCE OF PROFESSIONAL ENGINEERING ••• PROFESSIONALENGINEERING `ssIQNA D U R. F A C. 1 . 2 5 FROM SF RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE
OF AUTHOR17ATION#9218 COMPONENT FOR ANY PARTICULAR- BUILDING IS THE RE SPONSI6IL ITYOF THE BUILDING DESIGNER, PER May 23 - ftr ANSI/TPI 1-1995 SECTION 2. Y SPACING 24.0" JREF- 1530352 Z02``
uoJ7r - LCIO77r - K- 5) 1mi3 unu rntrAMtu rMum LumruIr% INFU I LUAUJ N UIrItP13iUINJ/ JUDI9II Itu 15T IMUJJ rlrIV TOP
CHORD 2x4 SP #2 120 MPH WIND, 13.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT
CHORD 2x4 SP #2 WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS
2x4 SP #3 BCDL=5.0 PSF. ROOF
OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.22" DUE TO LIVE LOAD AND 0.18" DUE TO
DEAD LOAD. A)
2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON
MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. DESIGNER
FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 5X8=
5X6= 3X6%
2.5X4s 6 (
A) 6 5X62 )
5 X 6 7X8=
2.
5X4= 5X6=
2-8 2.
95 2.5X4 III 2X4111 -
I-
0 -
9-
4-0 2X4
III 7X8= 2X4 III 2X4III3X10(
F1) 2X4111 3X6(Al) 1-
4-0 r
1-
4-0 y
17-
0-0 6-0-0 17-0-0 11-
6-0 28-6-0 40-
0-0 Over 2 Supports R=
1561 U=483 W=8" R=1561 U=483 W=8" PLT
TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:2 FL 1 - R - Scale=.1875" Ft. WARNING**
TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INAND BRACING. REFER
TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATEi INSTITUTE. 583D'ONO FRIG DR., SUITE 200. MAOI SO N, W[ 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 PR PRODUCTS.
INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO p'IFI ••''•'
JG• NO.
42704
a T
C
T C
BC L
L
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DL 2
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0 7.0
10.0
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PSF
S
F
S F
R E
F R 3 5 2-- 9 3 19 S MYTH
LUMBER CO. ROOF TRu55DIVISION
DATE 0
5/ 2 3/ 0 3 DRWSLTUSR352
2722 SOUTH
APOPKA BLVD. APOPKA, FL
32703 FAx: 407-
29991 53 PROFESSIONAL ENGINEERING CERTIFICATE OF
AUTHORIZATION #9218
BUILD THE TRUSSES IN
CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS
DESIGN CONFORMS WITH APPLICABLE PR OYISIONS OF NOS (NATIONAL DESIGN CONNECTORSIAREPMADESOFD20GATASTMMA653AGR40RGALVANSTEELERE%CEPTIASINOTEDHD TAPPLYACONNECTORS 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. S STATE OF r
S J/407-2991522
aRVID. s/
IfVA.E 00
VV wo May 23 '03
B
C TOT L
L L
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0 0
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P S
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U R . F A
C . 1.25 FROM c J F SPACING 24.0" JREF- IS30352_
Z02
LctnDir - LclaDir - n-v)
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2 :B3 2x4 SP #1 Dense:
WEBS 2x4 SP #3
CALCULATED HORIZONTAL DEFLECTION IS 0.22" DUE TO LIVE LOAD AND 0.18" DUE
TO DEAD LOAD.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
5X8=
120 MPH WIND, 13.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY
SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE
BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
2X4111 5X8=
JAb
5X6 % 5X6
6 r (
A) —1 6
3X6= 3X6(A1)
5X6 2 8-0J2.95 B3
2X4111 +
9-4-0
7X10= — 5X6= 5X12= —
3X8(B5R) = 2X4III I' 14-2-0
1-4-0
OPTIONAL INTERIOR BEARING 1-4-0
ry
I 15-0-0 _I_ 10-0-0 _1_ 15-0-0
11-6-0 28-6-0
40-0-0 Over 2 OR 3 Supports
R=1561 U=486 W=8" R=1561 U=485 W=3.5" R=1561 U=485 W=8"
PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 QTY:2 FL 1 - R - Scale=.1875" Ft.
WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 D'O NOFRIO OR., SUITE 200, MAD ISON, WI 53119). FOR.SAF EiY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERNISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
BUILD THE TRUSSES I CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
BRACING. OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE'
CONNECTECT0R5 ARE MADE OF 20GA ASiM A653 GR40 GAL V. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER'`
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P S F
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R E F R 3 5 2-- 9 3 2 0
DATE 0 5/ 2 3/ 0 3
S MYTH LUMBER CO.
ROOFTRUSSDIVISION
2722 SOUTH APOPKA BLVD.
APOPKA, FL 32703
407-299-1522
FAX: 407.299-91 53
DRW SLTUSR352
S L T - E N G / WM R
S E Q N - 40502
D U R F A C . 1.25 FROM R HPROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITAB ILIIY AND USE OF THIS
Vtl\ pv6•
SPACING 24. 0" J R E F- 1 S 3 0 3 5 2_Z O * CERTIFICATE OF AUPHORPU.TION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER
ANSIJTPI 1-1995 "CTION 2. - M a y 2 3 -
LL1OD/Y - LC1OJ/r - K-J In13 UWUrnCYAnCU fnum LUrIrUILn lIVYVI (LUAU) N UIMCJIJIVIVJ) OUDrIlI ICU DI INUJ3 19rn. TOP
CHORD 2x4 SP #2 :T1 2x4 SP #1 Dense: BOT
CHORD 2x4 SP #2 WEBS
2x4 SP #3 ROOF
OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 3X10(
F1) 1-
4-0 ty' 5X8=
2X4111
2.5X4= 120
MPH WIND, 12.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN
6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=
5.0 PSF. t CALCULATED
HORIZONTAL DEFLECTION IS 0.24" DUE TO LIVE LOAD AND 0.20" DUE TO
DEAD LOAD. DEFLECTION
MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2X4111
5X8= 5X6 %
5X6
6
r 6 T1
5X12 2.
5X4 2.
95 2-
8-0 1
9-4-0 2X4111
6X10= 6X8= 2X4III 2
X 4 III 3X6(A1) 1-
4-0 r
I_
13-0-0 _i_ 14-0-0 _1_ 13-0-0 _1 11-
6-0 28-6-0 40-
0-0 Over 2 Supports R=
1561 U=488 W=8" R=1561 U=488 W=8" PLT
TYP. Wave TPI95 R D e s i g n Crit: TPI STD FLBC 6.10 OTY-: FL 1 - R - Scale=.1875" Ft. WARNING`*
TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND ` , ' M q T C L L 2 D. 0 P S F R E F R 3 5 2-- 9 3 2 1 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE -` Pn, INSTITUTE, 583 D'ONOFRIO R. SUITE Z00. MAD I SO N, HI 53719). FOR SAFETY PRACTICES PRIOR TO -v '0.t F C'•,I, / /
PERFORMING
THESE FUNCTIONS. UNLESS OTHERNISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `V• T C D L 7.0 PSF FDATE 0 5 2 3 0 3 SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. o 1T E RooFTRuss
DivlsloN —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED { No.42704 a BC DL 10.0 PSF DRW SLTUSR352 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO T`
p
2722SOLPPHAPOPKABLvO. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 2 U C L L O. O P S F S L T- E N G / W M R APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF 407-
299-1 522 SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINEpf• CONNECTORSAREMADEOF20GAASTMA653GR40GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO • 0 Rl .• T 0 T . L D . 37.0 P S F S EON - 26905 FAx: 407-299.9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER n••/•/••..«..•• PROFESSIONAL
ENGINEERING DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING V A•1
A D U R F A C - 1.25 FROM S F RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE
OF AUTHORIZATION #9219 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 23 ANSI/TPI 1-1995 SECTION 2. SPACING 24. 0" J REF - 1 S 3 0 3 5 2 Z 0 2
1C1tS5/r - /ZlOn/r - K-0)
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3 :W9 2x4 SP #2:
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED
ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
CALCULATED VERTICAL DEFLECTION IS 0.59" DUE TO LIVE LOAD AND 0.49" DUE
TO DEAD LOAD AT X = 19-9-0.
3X10(F1)
1-4-0
r
Inio unu rncrmmcu —vri vrirui[.n —rui kLVA— a uirinv-1-1 1 - .
120 MPH WIND, 12.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
CALCULATED HORIZONTAL DEFLECTION IS 0.29" DUE TO LIVE LOAD AND 0.24" DUE
TO DEAD LOAD.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
1OX10 (R) III 3X8= 5X6= 6X6= 5X6=
2.5X4 2.5X4
6P— W9 -)6
A)
2X4III 7X105X10 = 2-8-0
2.95
9-4-0
2X4 111. 2x4 m x1 n2X4 m 3X6(
Al) 1-
4-0 y
I_
11-0-0 _I 18-0-0 _ _1_ 11-0-0 11-
6-0 II 28-6-0 j
40-0-0 Over 2 Supports '1
R=
1561 U=490 W=8" R=1561 U=490 W=8" PLT
TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R - Scale=.1875" Ft. WARNING—
TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING.
REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I
NST[TUTE. 683 D'ONOFRIO DR., SUITE 200. MAD ISO N. 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. I
MPORTANT NC
FURNISH
A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS.
INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Rif,-
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L T - E N G W M R 2722SOUTHAPOPKABLVD. APOPKA.
FL 32703 407-
299-1 522 FAX:
407-299-9153 BUILD
THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING
OF TRUSSES. TH15 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION
PUBLISHED BY THE AM ERICA' FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS
ARE MADE OF 206A ASTM A653 GR40 GAL'. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH
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AUTHORIZATION #92IS DRAWINGS 160
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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 ANSIITPI 1-
1995 9RCTI0N 2. >• May 23 '03 • SPACING 24.0" JREF- 1S30352_ZOZ•
44 ap
Z21857F — Z21857F — R7) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS M4.
TOP CHORD 2x4 SP #2 :T2, T3 2x4 SP #1 Dense:
BOT CHORD 2x4 SP #2 :B2 2x6 SP #1 Dense:
WEBS 2x4 SP #3 :W11 2x4 SP #2:
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
3X10 (F1)
1-4-0
rr
120 MPH WIND, 11.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
CALCULATED HORIZONTAL DEFLECTION IS 0.39" DUE TO LIVE LOAD AND 0.32" DUE
TO DEAD LOAD.
CALCULATED VERTICAL DEFLECTION IS 0.95 DUE TO LIVE LOAD AND 0.78" DUE
TO DEAD LOAD AT X = 19-9-0.
5X10= 3X4= 2.5X4= 5X6= 3X10= 5X10=
LAB Iii U A U —
3X6(Al)
1-4-0
r
I_ 9-0-0 _I, 22-0-0 9-0-0 J
11-6-0 14-7-12 r 13-10-4
eE 40-0-0 Over 2 Supports J
R=1561 U=493 W=8" R=1561 U=493 W=8"
Y
9-4-0
PLT TYP. High Strength,
Wave TPI95 R D e s i g n.Crit: TPI STD FLBC 6.10 QTY:1 FL 1 R Scale 1875" Ft.
WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADI SO N, WI 53719). FOR SAFETY PRACTICES PRIOR TO
F PRE RMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
R
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APDPKA, FL 32703
407-299-7522
FAX: 407-299-91 53
PROFESSIONAL ENGINEERING
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BRACING OF TRUSSES. THIS DESIGN CONFORMS WITHAPPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND. TPI. ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
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SPACING 24.0" JREF- 1S30352_ZO2CERTIFICATEOFAUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER
ANSI/TPI 1-1995 SECTION 2.
May 23 '03
kLelOSAr - cL10OXr
TOP CHORD 2x4 SP #2
BOT CHORD 2x6 SP #2
WEBS 2x4 SP #3
n-0)
T2, T3 2x6 SP #2:
A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED
ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
I MI3 UWO rKr FAKtu rMUM LUI'II'UItK IPIFUI I,LUAUJ a U1 P1t IV 31 UP13) nutsinII Itu DT IKu33 nrK
120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
6X6111 5X6= 8X8= 5X6= 6X6=
6 r— T2 A)T3 A) 6
n
2. 5X4 III 7X6— 5X4= 5X4 ( III 7X6=
4X6 (Al)
1-4-DE 22-4-0 _I
1 7 - n - n 1 9F-n-n
2.5X4 III
4X6 (Al)
1-4-0
y
i 40-0-0 Over 3 Supports
R=1365 U=414 W=8" R=3898 U=1098 W=8" R=904 U=284 W=8"
9-4-0
PLT TYP. Wave TPI95 R D e s i q n Crit: TPI STD FLBC 6.10 OTY:l FL 1 R Scale =.1875" Ft.
WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND M M Rq Tl. L L 2 0.0 P J F REFF R 3 5 2-- 9 3 2 4BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 4INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISO N, NI 63719), FOR. SAFETY PRACTICES PRIOR TO T F'(+'•,y PERFORMINGTHESE (UNCTIONS. UNLESS OTHERNISE INDICATED, TOF CHORD SHALL HAVE PROPERLY ATTACHED 0: 4 "'7j,••(` T CD L 7. 0 P S F DATE 0 5/ 2 3/ 0 3 SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. lG IMPORTANT**
FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F NO.42704 ROOFTRUSSDm51oNk
BC
DL 10.0 P$F DRW SLTUSR352 PRODUCTS, INC.SHALL NOT BE RESFONSIBLE FOR ANY DEVIATION FROM iH]S DESIGN; ANY FAILURE TO 2722
SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND APOPKA,
FL 32703 BRACINGOfTRUSSESTHISDESIGNCONFORMSWITHAPPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN TATE OF •4 BC LL 0.0 PSF SLT-ENG /WMR407-299-1522SFECIFICAiION PUBLISHEDBY7HE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. AL91NE(CONNECTORS
ARE MADE OF 20GA ASTM A663 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO O RI ,• V TOT . LD. 37.0 PSF SE0N- 26938 FAx: 407-299-9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER /•/•••...• cPROFESSIONAL
ENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING /dNAit D U R . F A C 1.25 FROM J F RESFONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE
OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 23 O * ANSI/TPI 1-199S SECTION 2. .r SPACING SEE ABOVE JREF- 1S30352_ZO
Lcia:)Ar - tcic33Ar
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
K-1V)
T3 2x6 SP #2:
B3 2x4 SP #1 Dense:
PROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC
5X6 (R) III
MIS UWU VKLrAKLU rKUPI luriruILK INFUI (LVAU3 a ULJ9tPV3IUn3) 3UDrL111tU Of IKU33 rirK.
120 MPH WIND, 12.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
2X4 III 2X4 III 6X8=
5 X 6 % T3
5X6
6
6X12=
2-8-0
9-4-0
3X6= SXg— 2X4 III B3 2X4 III
3X6X8Al)( ) 2X4 III 3X6 (Al)
1-4-0 ,I 1-4-0E26-0-6 ti
13-0-0 14-0-0 13-0-0
12-7-0 6-10-0 20-7-0
40-0-0 Over 3 Supports
R=1107 U=378 W=8" R=1308 U=336 W=3.5" R=707 U=283 W=8"
PLT TYP. Wave TPI95 R D e s i q n Crit: TPI STD FLBC 6.10 QTY:1 FL 1 - R - Scale=.1875" Ft.
WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, I.NSTALLING AND
BRACING. REFER TO HIB91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERNISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT** URNIS A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDF
F RODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO-
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FAX: 407-299-9153
BUILD, THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO
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FOR ANY PARTICULAR BUILDING IS THE RESPONS[B ILITY OF THE BUILDING DESIGNER, PER ANSI/
TPI I-I995 SECTION 2. - May 23 '03 SPACING 24.0" JREF- 1S30352_ZO2
L[1255/F - lZib!)/F - K-11)
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2 :132 2x6 SP SS:
63 2x4 SP SS Dense:
WEBS 2x4 SP #3 :W4 2x4 SP #2:
A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED
ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
5X6= 2.5X4= 5X6=
IN13 UNU FKCrAKtL1 rKUPI LUC1rUILK 1PIVU1 (LUAU) s UI PItnJI UIV ,) 3UISPIII IeU UI IKUJJ PIFK.
120 MPH WIND, 12.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
3X8= 5X6=
2.5X4 % 2.5X4
6 r 6X12= 66X12=
B2 (A)
2-8-0
9-4-0
3X4= 2X4 III 2X4 III 2X4 III B3 5X10= 2X4 III
3X6=
3X6 (A1) = 2X4 III 3X6 (A1)
4-0 25-9-12 'I ry
I_ 11-0-0 _I_ 18-0-0 _I_ 11-_0-0
19-5-0 1— 20-7-0
40-0-0 Over 3 Supports —
R=796 U=292 W=8" R=2147 U=593 14=3.5" R=179 U=180 W=8"
PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:l FL 1 - - R - Scale=.1875" Ft.
WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INAND BRACING.
REFER TO HIR-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BV TPI (TRUSS PLATE M R T C L L 20.0 P S F R E F R 3 5 2-- 9 3 2 6 1
IIIITUTE. 583 O'ONOFRIO DR., SUITE 200, MADI SON. WI 53719), FOR SAFETY PRACTICES PRIOR 10 F
ERFORMINGTHESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 'i IFlC•4 T C D L 7.0 P S F DATE 0 5/ 2 3/ 0 3 SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPURTANT*`
FURNISH A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ! JG
ROOF
TRUSS DIVISION PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. ANY FAILURE TO j Nu.42704 BC DL 10.0 PSF DRW SLTUSR352 2722
SOUTT1 APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND APOPKA,
FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ' STATE BC LL 0.0 PSF SLT-ENG /WMR F SPECIFICATION
PUBLISHED By THE AMERICAN FOREST AN0 CAPER ASSOCIATION) AND TPI. ALPINE P:
TOT . L D . 3 7.0 P S F S E Q N - 4 0 4 6 1 407-299-1 522 S C• CONNECTORSAREMADEOF20GAASTMA653GR40GALV. STEEL. EXCEPT AS NOTED. AP FLY CONNECTORS TO FAX:
407-299.9153 'EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS
160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE DF PROFESSIONAL ENGINEERING c PROFESSIONAL
ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS D U R . F A C . 1 .2 5 F R 0 MJ F CERTIFICATE
OF AUTHORRATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/
TPI 1-1995 SECTION 2. • May 23 -' SPACING 24.0" JREF- 1S30352_ZOP
IXI
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TOP CHORD 2x4 SP #2 :T2, T3 2x6 SP #2:
BOT CHORD 2x4 SP #2 :B2 2x6 SP SS:
133 2x4 SP #1 Dense:
WEBS 2x4 SP #3 :W4 2x4 SP #2:
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
3X8= 7H6-
2 5X4 % 6X6= 2.5X4
120 MPH WIND, 11.57 FT.MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
2X4Ill 6X6=
T3 2X4%
6 r X 12 = —' 6
W4 2X4IBII2 2.5X4
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9-4-0
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I 9-0-0 I 22-0-0 _I_ 9-0-0 _I
0-0-0 Over 3 Supports
R=924 U=324 W=8" R=1807 U=502 W=3.5" R=391 U=185 W=8"
PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R - Scale=.1875" Ft.
WARNING^'* TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND A T C L L 20.0 P S F R E F R 3 5 2-- 9 3 2 7BRACING. REFER TO HI8-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE •/
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r / / / PE FORMING THESE FUNCTIONS. UNLESS OTIERHI SE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED f(` •'•`I, T C D L 7. U P S F D AT E 0 5 2 3 0 3
SMYTH LUMBER CO. STP.UCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. % R
ROOF TRUSS DIVISION _IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.. ALPINE ENGINEERED I No.42704 n BC DL 10.0 PSF DRW SLTUSR352
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
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407.299-1 522 SPECIFICATION PUBLISH EO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. .ALPINE :, IC Pr CONNECTORS ARE MAOE OF 2OGA AST A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO . Q R O•d TOT . L D. 3 7. 0 P S F S E Q N- 40384
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DRAWINGS 160 A -ZI . THESEALONTHISDRAWINGINDCATESACCEPTANCE OF PROFESSIONAL ENGINEERING v D U R . F A C . 1 . 25 FROM SF PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESGNSHOWN. THE SUITABILITY AND U SE OF THIS CERTIFICATE
OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 23 ' 0 3 S PAC I N G 24 . 0" J R E F- 1 S 3 0 3 5 2_Z 0 2 ANSI/TPI 1-1995 SECTION 2.
Lclu5/r - LZiu5/r - K-14) HIS UWG PRLPARLU FROM U MPUILR INPUT (LUAUS & UIMLNSIONJ) SUBMIIILU BY IKOSS MFK.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2 :B2 2x4 SP #1 Dense:
WEBS 2x4 SP #3 :W7 2x8 SP #1 Dense:
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
120 MPH WIND, 13.36 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
5X4=
9-4-0
2X4(A1)
0 .,0 1 5 0_j
fE 16-2-0 _I_ 5-1-0 I
12-7-0 --18-8-0 fE
21-3-0 Over 2 Supports R=
879 U=326 W=8" R=860 U=363 W=4" PLT
TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:5 FL 1 - - R - Scale=.3125" Ft. WARNING**
TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING.
REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M M R T C L L 20.0 P S F R E F R 3 5 2-- 9 3 2 8 INSTITUTE,
583 D'ONOfR10 DR.. SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING
THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7 .0 P S F DATE 0 5/ 2 3/ 0 3 SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. jGSl g IMPORTANT**
FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f 1S$ I ROOFTRUSSDIVISIONPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 1j NO•'42704 a BC DL 10.0 PSF DRW SLTUSR352 2722
SOUTH APOPKA BLVD. BUILD THE TRUSSES [N CONFORMANCE WITH TF I; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND 7i APOPKA,
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299 1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE JQj,S STATE OAF CONNECTORSAREMADEOF20GAASTMA653GR40GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO (/ S ` j FAx:
407-299-91 53 t pRip ,.• TOT . L D. 37.0 P S F S EON - 23872 EACH
FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER f•..•„, ,,.• PROFESSIONAL
ENGINEERING DRAWINGS 160 LELY
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Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING y Np1 D U R . F A C . 1.25 FROM S L C RESPONSIBILITYSOFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS ML CERTIFICATE OF
AUTHORIZATION #92IS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER - - M a y 23 .F SPACING 2 4. 0" J REF - 1 S 3 0 3 5 2 Z 0 ANSI/TPI1-1995 J,ECTIDN 2. 7
L[12557r - L410n/r - K-15
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2 :B2 2x4 SP #1 Dense:
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
2X4(A1)
IHIb UWU PR LNAKLU FKUM (.UMHUILK 1NHU1 (LUAU) 5 UIMLNJIUNJ) JUISM111LU MT IKUJJ MYK.
120 MPH WIND, 11.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
4X8= 2X4III gm 2X4=
T
2-2-3
1I 0-0
III
9-4-0
1-4-(?,j 0-7-0
9-0-0 12-3-0
12-7-0 8-8-0
1-3-0 Over 2 Supports
R=854 U=291 W=8" R=800 U=264 W=4"
PLT TYP. Wave TPI95 R D e s i g n Crit: TPI STD FLBC 6.10 QTY-: FL 1 R - Scale=.3125" Ft.
WARNING"` TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 D'ONO FRIO DR., SUITE 200, MADISO N, WI 53719), FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SFECIFICAT ION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF 20 GA AST A653 GR 40 GAL V. STEEL, EXCEPT AS NOTED. APFLY CONNECTORS TO
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
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DATE 0 5/ 2 3/ 0 3
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D U R f A C . 1 .2 5 F R 0 M A FPROFESSIONALENGINEERINGDRAWINGS160A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
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TOP CHORD 2x4 SP #2 :T2 2x6 SP #2:
BOT CHORD 2x6 SP #2 :B2 2x4 SP #2:
WEBS 2x4 SP #3 :W5 2x4 SP #2:
SPECIAL LOADS
LUMBER DUR.FAC.=1.25 / PLATE OUR.FAC.=1.25)
TC From 54 PLF at -1.46 to 54 PLF at 7.00
TC From 113 PLF at 7.00 to 113 PLF at 12.58
TC From 54 PLF at 12.58 to 54 PLF at 20.67
BC From 4 PLF at -1.46 to 4 PLF at 0.00
BC From 20 PLF at 0.00 to 20 PLF at 7.00
BC From 44 PLF at 7.00 to 44 PLF at 12.58
BC From 20 PLF at 12.58 to 20 PLF at 20.67
BC 446 LB Conc. Load at 7.00
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD.
6X8=
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NAILING SCHEDULE: (0.13lx3.0_9_nails)
TOP CHORD: 1 ROW @ 12" o.c.
BOT CHORD: 1 ROW @ 12" o.c.
WEBS : 1 ROW @ 4" o.c.
USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS
IN EACH ROW TO AVOID SPLITTING.
LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED***
120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
3 X 4 =_ 3X6= 2X4III
T
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13-8-0
8-1 0 112-7-0
20-8-0 Over 2 Supports I
R=1407 U=603 W=8" R=1112 U=615 W=4"
PLT TYP. High Strength,
Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R - Scale 3125" Ft.
WARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND
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IMPORTANT°* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EIIGINEEREB
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APOPKA, FL 32703
407-299-1 522
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BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 'ALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
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CERTIFICATE OF AUTHORIZATION #9218
DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE'OF PROFESSIONAL ENGINEERING
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESGN SHOWN. THE SUITABILITY AND USE OF THIS
COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER
ANSI/TPI 1-1995 S¢CTION 2. May 23 '03 ' S P A C I N G S E E ABOVEJ J R E F- 1 S3 0 3 5 2 Z O 2
qI A, W.
Z21857F - Z21857F - R-20) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #1 Dense
WEBS 2x4 SP #3
Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500'
5X4=
0-5-3
V
2X4 (Al) =
120 MPH WIND, 10.89 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
I 9-10-0 I 9-2-8 1
19-0-8 Over 2 Support
R=716 U=213 W=6" R=694 U=209
0-8-1
8-0-0
PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 Q T Y : 6 FL 1 R Scale 375" Ft.
WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200. MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHER RISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED
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BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING ANDStBRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
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TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #1 Dense
WEBS 2x4 SP #3
Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500'
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
5X4=
120 MPH WIND, 10.48 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT I1, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
0-8-118-0-0
2X4(A1)
1 4
L. 10-0-0 _I_ 9-2-8 _I
19-2-8 Over 2 Supports
R=807 U=291 W=8" R=696 U=204
PLT TYP. Wave TPI 95 R Design Crit: TPI STD 6.10 0TY:1 FL 1 - - R - Scale=.3125" Ft
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BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), ),PUBLISHED,BY iPl (TRUSS PLATE
INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MAD N. HI 53719), FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOF CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED R161D CEILING.
IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
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DATE 0 5 / 2 3 / 0 3
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FAX: 407-299-91 53
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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
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CI I TY SOLELYFOR THE TRUSS COMFONE ENDESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR
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w
kLC105/r - LCIZ5D/r - KLL
TOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
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SEE DWGS A12030ECO901 & GBLLETINl001.FOR MORE REQUIREMENTS
2X4(Al)
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HGT,ENCLOSER BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND
BC DL = 5.0 PSF.
DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD.
6
j
U
r-1 Tju1-8-3
81- 0
I 2-8-0 _1_ 7-11-0 _I
10-7-0 Over Continuous Support
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Note: All Plates Are W2X4 Except As Shown.
PLT TYP. Wave TPI95 R D e s i q n Crit: TPI STD 6.10 0TY:1 FL 1 R - Scale =.375" Ft.
WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND M Q T C It 3 0. 0 P S F R E F R 3 5 2-- 9 3 3 3BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
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ROOFTRussDIVISION —IMPORTANT'*
NC
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0
PROFESSIONAL PROFESSIONAL ENGINEERING
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING V•~B•• ,
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS * D U R - F A C . 1 . 33 FROM A F
CERTIFICATE OF AUTHORrZATON #9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE. BUILDING DESIGNER, PER May 23 SPACING 2 4. 0" J REF - 1 S 3 0 3 5 2_ Z 0 2ANSI/TPI 1-1995 SECTION 2.
LeIW)/r - LZIO!)IF - K-L4) IHIJ UWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
3-2-7
120 MPH WIND, 16.11 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.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
W.mil
2.5X4=
LE1-4-B>+E1-7-0>j 0-11-0 1-4-By
1_ 5-1-8 —15-1-8 i 10-
3-0 Over 2 Supports R=
504 U=342 W=3.5" R=421 U=273 W=3.5" 3-
2-7 0
PLI
IYP. Wave IP195 R Design Crit: TPI STD FLBC 6.10 QTY:1 FL 1 - R - Scale =.375" Ft. WARNING—
TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND M f ! BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ryjtj T C L L 2 0.0 P S F R E F R 3 5 2-- 9 3 3 4 INSTITUTE,
583 D'ONOFRIO DR., SUITE 200. MAOISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO p IF Q •._// FERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED rG %W• fl T C D L 7. 0 P S F DATE 0 5/ 2 3/ 0 3 SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, j NO.42704 ROOFTRIJSSDMSION *'
IMPORTANT*" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED A
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SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WI TN TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND STATE OF APoPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN A '
t, BC
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299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE .S R'OP:• FAX:
407-299-91 53 CONNECTORS ARE MADE OF 20C.A ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ••T 0 T . L D . 37.0 P S F S E Q N - 2699 2 EACHFACEOFTRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERe••, p PROFESSIONAL
ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING „D U R . F A C . 1.25 FROM SF RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSH, WN. THE SUITABILITY AND USE OF THIS CERTIFICATE
OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER - M ay 23 ' 0 33 ANSI/TPI 1-1995 5)ECTION 2. O SPACING NcPACTAG2 4.0 " J REF - 1 S 3 0 3 5 2 Z 0 2
LZIZ5571- - celd5)I- - K-Z5 FHIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
3-2-7
5X4=
2.5X4= 2.5X4=
100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 16.07 FT MEAN
HGT,ENCLOSEO BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND
BC DL = 5.0 PSF.
2X4=
0-11-8 1-4-8>J
L 5-1-8 _1_ 5-1-8 _I
10-3-0 Over 2 Supports
R=488 U=245 W=4" R=445 U=225 W=4"
3-2-7
0
PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.10 0TY:1 FL - 1 R - Scale =.375" Ft.
WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING ANDTBRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MAOISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO:
STRUCTURAL PANELS. BOTTOMPERFORMINGTHESEUNCTISCHORDESISHALLLHERWHAVESAPROPERLYDATTACHEDTOPORDRIIGIDALLHAVE
CEILING.
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S MYTH LUMBER CO. DATE 0 5/ 2 3/ 0 3
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2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND 1 7{ t 7C p !`
APOPKA, FL 32703 BRACING OF TRUSSES. ' THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
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Ul. L L 0 O PSFF S L T - E N G W M R
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DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Y
CERTIFICATE OF AUTHORIZATION #9218
RESPONS I8ILITY 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. May 2 3 'O 3 SPACING 24.0" JREF- 1530352_ZO2
tLlI6S/F - LC1255/P - K C1)J Info I— I ILI—IU I \ naJ ii v uI
TOP CHORD 2x4 SP #2 120 MPH WIND, 15.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
3-2-7
5X4= 5X4= 2.5X4
6
2.5X4 %
6
3-2-7
2X4= 2.5X4= 2.5X4= 2X4=
2.5X4=
LE1-4-8>1<1-7-0->j 0-11-0 1-4-8Y
I 2-11-8 I 4-4-0 I 2-11-8 1
10-3-0 Over 2 Supports
R=504 U=345 W=3.5" R=421 U=276 W=3.5"
PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL - 1 - - R - Scale =.375" Ft.
WARNING"` TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND e _ !
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 20. 0 P S F R E F R 3 5 2-- 9 3 3 6
INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO ` ;'p'FI •••., I PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAY PROPERLY ATTACHED J•• T C D L 7. 0 P S F DATE 0 5/ 2 3/ 0 3
SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. G
ROOF TRUSS DIVISION ""IMPORTANT"' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F N0.42704 BC DL 10.0 PSF DRW SLTUSR352PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND
APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ' STATE OF :' BC LL 0.0 PSF SLT-ENG /WMR
407-299.1 522 SPECIFICATION PUBLISHED BY THE AM ER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ••,A P•
CONNECTORS ARE MADE OF 20GA ASTMA113 OR GALV. STEEL, EXCEPT AS NOTED. APPLV CONNECTORS TO •< O R10,,•" TOT . L D . 37.0 P S F S EON - 2700 2 FAX:
407-299.9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER C' n DRAWINGS
160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING u •••r•••
PROFESSIONAL
ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS D U R . F A C . 1.25 FROM SF CERTIFICATE
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LC10D/Y - LC105/Y - K-C/)
TOP CHORD 2x4 SP #2 :T2 2x4 SP SS Dense:
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
1#1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS.
3X6(A1)
L1-4-(j
IMiJ UWU NKLF'AKLU CHUM LUMFUILK 1NFU1 (LUAU) & U1MtNJ1UNJ) JUb M111LU Of IKUJJ MtK.
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ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
5X6= 5X6=
2X4 2X4
T2
6 -1 6
8-0-0
2.5X4= Fxa- 2.5X4=
R=1521 U=613 W=8"
20-0-0 Over 2 Support
PLT TYP. Wave TPI95 Design Crit: TPI STD FLBC 6.1
WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MAD ISO N. N1 53719), FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERNISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHEDSMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
ROOF TRUSS DIVISION —IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS IN A N FOR N DEVIATION FROM THIS N' C SH LL NOT BE RESPONSIBLE 0 ANY E 0 OESIG ANY FAILURE 10
2722 SOUTH APOPKA E3LVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
407-299-1 522 SPECFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
FAX: 407.299-91 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER
PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPONS'IBILIT Y SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
CERTIFICATE OFAUTHORIZATION it921B COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER
ANSI/TPI I_""SECTION 2.
3X6(A1)
R=1433 U=554 W=8"
OTY:1
Q.M M• R
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f N0.42704 I
STATE OF
ss 0R o:''
May 23
FL/-/1/-/-/R/-
TC LL 20.0 PSF
TC DL 7.0 PSF
BC DL 10.0 PSF
BC LL 0.0 PSF
TOT.LD. 37.0 PSF
DUR.FAC. 1.25
SPACING SEE ABOV
Scale=.3125"/Ft
REF R352--9337
DATE 05/23/03
DRW SLTUSR352
SLT-ENG WMR
SEON- 27005
FROM AF
JREF- 1S30352 ZO2
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TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
2X4(A1)
120 MPH WIND, 10.23 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.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC.
5 X 4 =_ 5X4=
2X4%
2X4
6 I— —I 6
8-0-0
2X4 (A1)
L1-4-j
I 9-0-0 1 2-0-0 I 9-0-0 I
20-0-0 Over 2 Supports ,J
R=825 U=286 W=8" R=736 U=204 W=8"
PLT TYP. Wave TPI95 Design Crit: TPI STD FLBC 6.10 QTY:1 FL 1 R - Scale=.3125" Ft.
WARNING"` TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND T C L L 2 Q. Q P S F R E F R 3 52-- 9 3 3 8BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE, 583 D'OHOFRIO DR., SUITE 200. MAO ISON, WI 53719). FOR SAFETY PRACTICES PRIOR 70 ----vv``
P ERFDRI4(NG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED PZIFIC;4 •. F T C D L 7. 0 P S F D AT E 0 5/ 2 3/ 0 3
SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. j4 T•C.
IMPORTANT* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDROOFTRUSSDIVISIONPRODUCTS, (NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO +f No 42704 a B(C DL 10.0 PSF DRW SLTUSR352
2722 SOUTH APOPKA BwD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND B 1. L L 0.0 P S F S L T - E N G / WM RAPoPKA,FL 32703 BRACING OF TRUSSES. THYI DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN L STATE OF • SPECIFICATION PUBLISHED RY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE407-299-1522 Prk,TOT.LD. 37.0 PSF - SEQN- 27050CONNECTORSAREMADEOF20GAASTMA653GR40GALY. STEEL, E%CEFT AS NOTED. APPLY CONNECTORS TO AA . FAx: 407-299.9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER '%ty'`. .R,O....
PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING __YYYY___p\ D U R . F A C . 1.25 FROM A FRESfON$IBILITY SOLELY FOR THE TRUSS [OMPO VENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS L
CERTIFICATE OFAUTHORRATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER
ANSI/TPI 1-1995 jECTION 2. t May 23 SPACING 24.0" JREF- IS30352_ZOf
t A
LL12f5/t - 4C1W3/t - V1 IH1J UWU NKLPAKLU LKUM LUMP ILK 1NPUI (LUAU) & U1Mt NJ1UNJ) JUCM1IItU OT IKUJJ MLK.
TOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
WEBS 2x4 SP #3
SEE DWG VALTRUSS0699 FOR VALLEY DETAILS.
6 r— 2 X 4 III
2X4 (D1)
12-4-3
2 X 4 III
2-8-0 Over Continuous Support
R=70 PLF U=67 PLF W=2-8-0
120 MPH WIND, 13.16 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 QTY:2 FL 1 - R - Scale =.375" Ft.
WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND M M Rq T C L L 20.0 P S F R E F R 3 5 2-- 9 3 3 98RACING. REFER TO HIB91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 D'ONOF-
91
DR.. SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO Z FIC4 // T C D L 7.0 P S F DATE 0 5 / 2 3 / 0 3FERFORMINGTHESEFUNCTIONS. UNLESS OTNERNISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ; -1 C ySMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER EO j No. 42704 RROOFTRuSSDIVISIONPRODUCTS, INC. SHALL NIT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO + R BC DL 10.0 PSF DRW SLTUSR352
2722 SOUTH APOPKA SLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND l
Y
B C L L 0. 0 P S F S L T- E N G / W M RAPOFKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE 0F
407-299-I 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP 1. ALPINE
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EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER -%`yT[
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CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 2 3ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" JREF- 1S30352_ZO2
Lunn/r - LL1OD/1- - VK)
TOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
WEBS 2x4 SP #3
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
SEE DWG VALTRUSS0699 FOR VALLEY DETAILS.
2X4
2 X 4 III
6F—
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11-4-3
2 X 4 III
4-8-0 Over Continuous Support
R=74 PLF U=39 PLF W=4-8-0
inio Ulvo rncr—U F—'l -rirUI cn 11-UI Xw u iJ 11i not u .
120 MPH WIND, 12.66 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R - Scale =.375" Ft.
WARNING`" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND M T C L L 20.0 P S F R E F R 3 5 2-- 9 3 4 0BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
Vf/ INSTITUTE. 583 D'ONOfR10 OR.. SUITE 200, MAD ISON, WI 53719), FOR SAFETY PRACTICES PRIOR i0 ` •; ••'t IFICw'• PERFORMINGTHESE
FUNCTIONS. UNLESS OTHERWISE INDICATED. iOF CHORD SHALL HAVE PROPERLY ATTACHED 3 ".•• T C D L 7.0 P S F DATE 0 5/ 2 3/ 0 3 S MYTH
LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. fJG 200FTRUSSDIVISION `IMPORTANT`*
FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f NO.42704 BC DL 10.0 PSF DRW SLTUSR352 PRODUCTS, INC. SHALL NOT BERESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH
APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TP 1: OR FABRICATING, HANDLING. SNIPPING. INSTALLING AND APOPKA, FL
32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ° STATE OF •Q B C L L 0 . 0 P S F S L T - E N G / W M R SPECIFICATION PUBLISHED.
BY THE AMER ICAN FOREST AND PAF ER ASSOCIATION) AND TPI. ALPINE S•I:• 4 407.299-1 522 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO 0 R14Pj c T 0 T . L D . 37.0 P S F S E 0 N - 35552 FAx: 407-
299-9 153 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 FR OFESSIONAL ENGINEERING •••~`••• PROFESSIONAL ENGINEERING
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHO'NN. THE SUITA81LITY AND USE OF THIS Na- D
U R . F A C . 1.25 FROM R H CERTIFICATE OF
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4' A
LZ10n/r - Lel0n 7r - VJ THIS UWG PREPARED HROM COMPOIER INPUT (LOADS & DIMENSIONS) SUBMITIEU BY TRUSS MFR.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #3
WEBS 2x4 SP #3
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
SEE DWG VALTRUSS0699 FOR VALLEY DETAILS
2X4
2 X 4 III
6 F—
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10-4-3
07/77
2 X 4 III
6-8-0 Over Continuous Support_
R=74 PLF U=30 PLF W=6-8-0
120 MPH WIND, 12.16 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
PLT TYP. Wave TPI95 R Desi gn Crit: TPI STD FLBC 6.10 OTY:l lFL 1 R - Scale =.375" Ft.
WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND M S;5 Tl. LL 20.0 PSF REF R352--9341BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MADISON. W[ 53719). FOR SAFETY PRACTICES PRIOR TO IPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED : ("'r.` T C D L 7.0 P S F DATE 0 5 / 23 / 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •0 VC
IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED uT No. 42704ROOFTRUSSDms1oNPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 1*0 BC DL 10.D PSF DRW SLTUSR352
2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND 7C
B C L L 0 . 0 PSFF S L T - E N G W M RAPOPKA, FL. 32703 BRACING OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF /
407-299-1 522 SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE %
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL . STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO I. OR TOT . L D . 37.0 P S F S EON - 33926FAX: 407-2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER (` •••'••... •••
PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 'A'/pNAI. D U R . F A C 1.25 FROM R HRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF TNIS
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L[-Iu5/r - 2ciu5/r - V4
TOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
WEBS 2x4 SP #3
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
SEE DWG VALTRUSS0699 FOR VALLEY DETAILS.
2X4
2 X 4 III
2 X 4 III
6 F—
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9-4-3
2 X 4 III
2 X 4 III
8-8-0 Over Continuous Support
R=74 PLF U=32 PLF W=8-8-0
111 ,,, ",,,.,,., u ,,,,,,,,. , , ", .. ......... ... ...
120 MPH WIND, 11.66 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.1
WARN ING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLNG INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTTUTE. 583 DCNOFRIO DR., SUITE 200. MAD ISON. WI 53'19), FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTI0 NS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED
S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
ROOF TRUSS DIVISION ` IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND
APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN
407-299-1 522 SPEC FICATION PUBLISHED BY THE AMER ICAN FOREST AND PAP EA ASSOCIATION) AND TPI. ALPINE
FAX: 407-299-91 53
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER
PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
CERTIFICATE OF ALETHORRATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER
ANSI/TPI 1-1995 SECTION 2, f
TY
ZIFIC;46 P R`
I No.42704
STATE OF ; a-
lk0 R0'4g, y-NA
May 23 '03 .t
FL/-/1/-/-/R/-
TC LL 20.0 PSF
TC DL 7.0 PSF
BC DL 10.0 PSF
BC LL 0.0 PSF
TOT.LD. 37.0 PSF
DUR.FAC. 1.25
SPACING 24.0"
Scale=.375"/Ft.
REF R352--9342
DATE 05/23/03
DRW SLTUSR352
SLT-ENG WMR
SEON- 35567
FROM RH
JREF- 1S30352 Z02
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TOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
WEBS 2x4 SP #3
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC
6 f5X4= 2X4 III
2X4 (Dl)
11-4-15
2X4 III
2X4 III
1_ 2-6-8 _1_ 2-0-0 _1
4-6-8 Over Continuous SuDportl
R=74 PLF U=40 PLF W=4-6-8
120 MPH WIND, 12.19 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.
SEE DWG VALTRUSS0699 FOR VALLEY DETAILS.
PLT TYP. Wave TPI95 R Desi gn Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R - Scale =.375" Ft.
WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
BRACING. REFER TO HI8-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 D'ONOF0.ED OR., SUITE 200. MADISO N, WI 53719), FOR SAFETY PRACTICES PRIOR TO•/ P
ERFORMiNG THESE FUNCTIONS. UNLESS O7HE RNI SE IND IC A7 ED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL
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FL 32703 407-
299 1 522 FAX:
407-299-91 53 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. iH IS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGNS CONNECTSPECFIORS[
ARC MADESOFD20GATAITMHE MA653AGR40RGALY. STE E LEREXCEPTAS So IASINOTED. TAPPLYACONLP NECTORS TO EACH
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NSIBI LILY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS S NAfL' CERTIFICATE
OF AUTHORIZATION#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUI LOING DESIGNER. PER ANSI/
TPI 1-1995 SECTION 2. May 23 SPACING 24.0" JREF- 1S30352_Z02
Lc1u Ar - c[1DJV1- - VD
TOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
WEBS 2x4 SP #3
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6 E— 5X4= 2X4111 2X4III
2X4 (Dl)
10-4-15
2X4III 2X4III
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120 MPH WIND, 11.19 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.
SEE DWG VALTRUSS0699 FOR VALLEY DETAILS.
PLT TYP. Wave TPI95 R D e s i q n Crit: TPI STD FLBC 6.10 OTY:1 FL 1 - R -
c
Scale =.375° Ft.
WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE, 583 0 UNOFRIO DR.. SUITE 200, MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO
P ERFORM[NG THESE FUNCTIONS. UNLESS OTHERNISE [ND IC ATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT" FURNISH ABC OPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS. INC. 5HALL NOT E 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 AM ERICAN FOREST AND PAPER ASSOCIATIONI AND TPI. ALPINE
ARE MADEOF MA ASTM A653 OR40 GALV. STEEL. EXCEPT AS NOTED. APPLYCONNECTORS 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
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FAX: 407.299rJ153
ENGINEERING
DATE 0 5/ 2 3/ 0 3
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SEON - 35573
FAC . 1.25 FROM RH
OFAUTHORZ TION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER
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TOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
WEBS 2x4 SP #3
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
SEE DWG VALTRUSS0699 FOR VALLEY DETAILS.
6 F-- 5X4= 2X4III 2X4III
2X4 (D1) ':
2X4III 2X4III 2X4III
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18-6-8 Over Continuous Support
R=74 PLF U=32 PLF W=8-6-8
9-4-15
120 MPH WIND, 10.19 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC.
PLT TYP. Wave TPI95 R Desi gn Crit: TPI STD FLBC 6.10 wmmuft, OTY:1 FL 1 R - Scale =.375" Ft.
WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
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DATE 0 5/ 2 3/ 0 3
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APOPKA, FL 32703
BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND
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CERTIFICATE OFAUTHC)RR.ATION.#9218
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
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TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
0-0-1
120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
HIPJACK SUPPORTS 6-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8
CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE.
L< 1-10-10 —1F 9-10-13 'I
9-10-1 Over 3 Support
R=400 U=223 W=8"
1 -10-3
R=208 U=182
3-9-14
0
R=329 U=180
PLT TY'P. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:5 FL - 1 R - Scale =.375" Ft.
WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND M. e T C L L 20.0 P S F R E F R 3 5 2-- 9 34 6BRACING. REFER TO HIB-91 (HANDLING INSTAL L]NG AND BRACING), PUBLISH EO BY TPI (TRUSS PLATE i
1 NSTITUTE. 583 O'ONOFRIO OR., SUITE 200. MAGI SON, WI 63719), FOR SAFETY PRACTICES PRIOR TO .'FI(r'_•
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CNORO Sh1ALL HAVE PROPERLY ATTACHED `: ( i•T C D L 7. 0 P S F D A T E 0 5/ 2 3/ 0 3
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ROOF TRUSS DIVISION **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i Nu.42704 a BC DL 10.0 PSF DRW SLTUSR352TO
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299-9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER _[1 `••......• PROFESSIONAL ENGINEERING
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CERTIFICATE
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AUTHORTLATION #9218 COMPONENT 1 93
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BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 23 T SPACING S E E ABOVE J R E F- 1 S 3 0 3 5 2 L 0L
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TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #2
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
3-2-3
2 X 4 III
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E-4-2-3 Over 3 Supports{
IR=298 U=180 W=4"
l 4 3
R=82 U=180
4-7-15
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c
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
CALCULATED HORIZONTAL DEFLECTION IS 0.35" DUE TO LIVE LOAD AND 0.05" DUE
TO DEAD LOAD.
PLT TYP. Wave TPI95 R D e s i g n Crit: TPI STD FLBC 6.10 0TY:2 FL - 1 - R - Scale =.375" Ft.
WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED OY TPI (TRUSS PLATE
INSTITUTE, 583 O'ONOFRIO Dft., SUITE 200, MAGI SO N, W] 53719), FOR SAFETY PRACTICES PR [OR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED•.
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
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RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
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TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
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DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
1 10-4
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3-10-3
0
R=73 U=180
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S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. c; ; :
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TOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
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3-2-7
2 X 4 III
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2-11-8 Over 3 Supports
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R=213 U=180 W=3"
1 -4-4
R=55 U=180
4-8-3
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ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
CALCULATED HORIZONTAL DEFLECTION IS 0.33" DUE TO LIVE LOAD AND 0.04" DUE
TO DEAD LOAD.
1:
PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 QTY:4 FL 1 R - Scale =.375" Ft.
WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND M M R T C L L 20.0 PSF REF R 3 52-- 9 3 4 9BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TP[ (TRUSS PLATE
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ROOF TRUSS DIVISION `"IMPORTANT
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407-2991 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
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TOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
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PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:10 FL 1 - R - Scale =.375" Ft.
WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND \
TC
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TOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
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PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:9 FL - 1 - - R - Scale =.375" Ft.
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INSTITUTE. 583 O'ONO FRIG DR., SUITE 200. MAD N.NI 53719), 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 DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
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CERTIFICATE OF AUTHORRATION #9218
DRAWINGS 160A-1. THESEAL ON THIS DRAWING INDICATES ACCEPTANCE OFPROFESSIONAL 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. May 2 3 ' 03 SPACING 24.0" JREF- 1S30352_ZO2
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PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 - R - Scale =.375" Ft.
WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
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ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ;
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
CALCULATED HORIZONTAL DEFLECTION IS 0.24" DUE TO LIVE LOAD AND 0.02" DUE
TO DEAD LOAD.
PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:4 FL - 1 - R - Scale =.375" Ft.
WARNING'* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND
BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 D'ONO FRIO DR., SUITE 200, MADISO N. NI 53119), FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERNI SE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHEDSTRUCTURALPANELS, 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 UESIG N; ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMANCE WITH TPI; Oft FABRICATING. HANDLING, SHIPPING, INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
RA- 7y
7.;jN
f N0.42704
17f -
STATE OF r• 1•iC` ^
V RA. .•'
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T C
T C
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L L
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SMYTH LUMBER CO.
ROOFTRIISSDIVISION
2722 SOUTH APOPKA BLVD.
APOPKA, FL 32703
407-299-1 522
FAx: 407-299-91 53
DATE 0 5/ 2 3/ 0 3
DRW SLTUSR352
S L T - E N G /W M R
S EON - 27076
D U R F A C . 1.25 FROM cJ FPROFESSIONALENGINEERING
CERTIFICATE OF AUTHORIZATION #921B
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. May 23 'o. SPACING 24.0" JREF- IS30352_ZO2
L125n/r - l,JSJ THIS UWG PKLPAREU FROM COMPUIER 1NPU1 (LUAUS & UIMLNSIONS) SUBMIIIEU BY IRUSS MIFF.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
1 10-4
R=108 U=180
2-10-3
0
7
1--
R=48 U=180
L<1-4-O'-wIE 5-0-12
5-0-0 Over 3 Supports
R=295 U=181 W=8"
120 MPH WIND, 10.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
I'LT IYP. Wave [PI 95 R Design Crit: TPI STD FLBC 6.10 0TY:9 FL - 1 - R - Scale =.375" Ft.
WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND OVA _ / BRACING. REFER 70 HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 20.0 P S F R E F R 3 5 2-- 9 3 5 4
INSTITUTE, 683 D'ONOFRIO DR., SUITE 200. MADISON, XI 53719), FOR SAFETY PRACTICES PRIOR TO IFI••.
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAYE PROPERLY ATTACHED
t:
V -7 T C D L 7. 0 P S F DATE 0 5/ 2 3/ 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. s NO.42704IMPORTANT`" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1ROOFTRUSSDIVISIONPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 7C *' '*' BC DL 10.0 PSF DRW SLTUSR352
2722SOLFI'FIAPOPKABLVD. BU[LD THE TRUSSES IN CONFORMANCE WI7N TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND ;
APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S STATE OAF Q BC L L 0.0 P S F S L T- E N G / W M R
407-299-I 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION.) ANO TPI. ALPINE S•th s;l'•
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTFD. APPLY CONNECTORS TO '+ V ..... TOT. L D . 37.0 P S F S EON - 2436 9FAx: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER
PROFESSIONAL ENGINEERING DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S NAt' D U R . F A C . 1.25 FROM SFRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS
CERTIFICATE OF AUTHORRLTION #921E3 ANSIONENT1fFOR1995ANYYEPARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 23 ,03 SPACING 2 4. 0" J R E.F - 1 S 3
cuisSXr - L,UJ(JIUTS)) THIS UWG PREPARED FROM COMPIYFER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFfk:
TOP CHORD 2x4 SP #2 120 MPH WIND, 11.03 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED :.
BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
11-10-4
R=115 U=180
2-10-3
0
R=50 U=180
2-5X4(B2)
4-7-12
E 4-7-0 Over 3 Supports {
IR=174 U=180 W=8"
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL - 1 - R - Scale =.375" Ft.
WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
I NSTi TUTE. 583 D'ONOFRIO DR.. SUITE 200. MADISO N, W1 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
INC . SHALL NOT BE RESPONSIBLE FOR ANY OEYIATION FROM THIS DESIGN; ANY FAILURE TO
fVI.AAI/--/
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S MYTH LUMBER CO.
ROOF TRUSS DIVISIONPRODUCTS.
DATE 0 5 / 2 3 / 0 3
DRW SLTUSR352
2722 SOUTH APOPKA BLVD.
APOPKA, FL 32703
407-299-1 522
FAX: 407-299-91 53
ILD HTRUSSES IN CONFORMANCE SHIPPING, INSTALLING
CONEWITHAPPLICABLE PROVISIONS OFNOS(NATIONAL OFABRICATING. BRACING OFTRUSSES-
THIIS DESIGNWITH
DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN
FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE CONNECTORS ARE MADE OF 20GA
ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND
UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF tQ ti O
S•. n••' a
v^
BC T
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TL
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3 7.
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D U R F A
C . 1.25 FROM SF PROFESSIONAL FESSIONAL ENGINEERING CERTIFICATE OFALEHORCEATION #9218 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 BUILDING IS THE RESPONSIBILITY
OF THE BUILDING DESIGNER, PER May 23 '0 3 SPACING 24. 0" J REF 1 S 3 0 3 5 2 Z 0 2
s
ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C
2X4 BRACE
GABLE VERTICAL
SPACING SPECIES GRADE
NO
BRACES
1) 1X4 "L" BRACE • 1) 2X4 "L" BRACE ' 2) 2X4 "L" BRACE •• 1) 2X6 "L" BRACE • 2) 2X6 "L" BRACE ••
GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A'iiGROUP B GROUP A GROUP B
1 / #2 3' 5" 5' 11" 6' 0" 7' 0" 7' 2" 8' C B' 6" 10' 11" 11' 3" 13' 1" 13'
U S P F 3 3' 4" 4' 11" 4' 11" 6' S" 65" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" zHFSTUD3' 4" 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" B' 4" 10' 0" 10' 0" 13' 1" 13' 1" STANDARD
3' 3' 4' 2" 4' 2' 5' 6" 5' 6" 7' S" 7' S" 8' 7" 8' 7" 11' B" 11' 8" 1
3' 9" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13, 1" 14' 0" Y
2 3' B" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" F
d 3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 10' 3" 13' 1" 13' 9" Q
c\? DFL STUD 3' 6" 4' 11" 4' 11" 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13' 1" 13' 9" STANDARD
3' 4" 4' 3" 4' 3" 5' 8" 5' 8" 7' 7" 7' 7" 8' 9" 8' 9" 11' 11" 11' 11" r-
i 1 2 3' I1" 6' 9" 6' I1" 8' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14" 0" E_ S P F 3 3` 10" 6' 0" 6' 0" 7' 11" 7' 11" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 1 14' 0" ylHFSTUD3' 10" 5' 11" 5' 11' 7' 10' 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" W
Q STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" I'
1 1 4' 3" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" P24' 2" 6' 9" 7' 3" B` 0" 8' 7" 9' 6" 10' 3" 12' 6" 13` 6" 14' 0" 14' 0" W
3 4' 0" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" I
DFL STUD 4' 0" 6' 1" 6' 1" B' 0" 8' 0" 9' 6" 10' 0" 12" 5" 12' S" 14' 0" 14' 0" STANDARD
3' 11" 5' 3" 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" 1
2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" PF34' 2" 6' 11" 6' 11" 0' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" H
F STUD 4' 2" 6' 11" 6' 11" e' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" STANDARD
4' 2" 5' 11" 5' 11" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" h 1 4' 8" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" ISp24' 7" 7' 5" 8' 0" e' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" 3
4' 5" 7' 1" 7' 1" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" i
DFL STUD 4' 5" 7' 0" 7' 0" B' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" STANDARD
4' 4" 1 6' 1" 6' 1" 8' 0" B' 0" 10' 6" 10' 9" 12' 5" 12' 5" 14' 0" 14' 0" SYMM
2X4 #
2N OR BETTER DIAGONAL
BRACE OPTION: 0—F T VERTICALLENGTHMAYBE11, DOUBLED
WHEN DIAGONAL 18" BRACE
IS USED. CONNECT K DIAGONALBRACEFOR870# BRACE ATEACHEND. MAX WEB TOTAL
LENGTH IS 14'. 2X4
SP OR DF-L #2, OR
BETTER DIAGONAL T VERTICAL
LENGTH SHOWN BRACE; SINGLE OR 18" IN
TABLE ABOVE. DOUBLE CUT L 1 AS
SHOWN) AT UPPER
END. CONNECT
DIACONAL AT REFER TO CHART ABOVE FOR MIDPOINTOFVERTICALWEB. WARNING--
TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING
AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHE BY
TPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY
PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP
CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL SMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF
TRUSS DIVISION IMPORTANT—
FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722
SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. - DESIGN CONFORMS WITH APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-
299-1522 AMERICAN. FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA FAX:
407-299-9153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSSAND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER - DRAWINGS
160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN, THE CERTIFICATE
OF AUTHORIZATION p92t SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. No.
42704 STATE
OF NA
BRACING
GROUP SPECIES AND GRADES: GROUP
A: SPRUCE -
PINE -FIR HEM -FIR I
2 STANDARD 2 STUD 13STUD143STANDARDDOUGLAS
FIR -LARCH SOUTHERN PINE 3
3 STUD
STUD STANDARD
STANDARD GROUP
B: HEM -
FIR 1
k BTR 1
SOUTHERN
PINE DOUGLAS FIR -LARCH 1
t 2
GABLE
TRUSS DETAIL NOTES: LIVE
LOAD DEFLECTION CRITERIA IS L/240. PROVIDE
UPLIFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS
BEARING (5 PSF TC DEAD LOAD). GABLE
END SUPPORTS LOAD FROM 4' 0" OUTLOOKERS
WITH 2' 0" OVERHANG, OR 12" PLYWOOD
OVERHANG. ATTACH
EACH "L" BRACE WITH IOd NAILS. FOR (
1) "L" BRACE: SPACE NAILS AT 2" O.C. IN
1B" END' ZONES AND 4" O.C. BETWEEN ZONES. FOR (
2) "L" BRACES: SPACE NAILS AT 3" O.C. IN
16" END ZONES AND 6" O.C. BETWEEN ZONES. L"
BRACING MUST BE A MINIMUM OF 80% OF WEB MEMBER
LENGTH. - GABLE
VERTICAL PLATE SIZES VERTICAL
LENGTH NO SPLICE LESS
THAN 4' 0" 1X4 OR 2X3 GREATER
THAN 4' 0", BUT LESS
THAN 11' 6" 2X4 GREATER
THAN 11' 6" 2.5X4 REFER
TO COMMON TRUSS DESIGN FOR PEAK,
SPLICE, AND REEL PLATES. vyJ''
THIS
DRAWING REPLACES DRAWING A10030E REF
ASCE7-98—GAB12030 DATE
09/10/01 DRWG
A12030ECO901 ENG
TOT.
LD. 60 PSF MAX..
SPACING 24.0"
GABLE DETAIL
sYhl.
ABOUT FOR LET -IN VERTICALS
j
VERTICAL
LENGTH
TYP.
GABLE VERTICAL PLATE -SIZES
O REFER TO ENGINEERED TRUSS DESIGN FOR PEAK,
SPLICE, WEB AND HEEL PLATES.
IF GABLE VERTICAL PLATES OVERLAP, USE A
SINGLE PLATE TO SPAN THE WEB.
EXAMPLE: 2*
2X4 2X8
VERTICAL LENGTH PLATE IF PLATES
BETWEEN CHORDS SIZE - OVERLAP -
LESS THAN 4' 0" IX4 OR 2X3 2X8
GREATER THAN 4' 0", BUT I
LESS THAN 11' B" 2X4 2X8
GREATER THAN 11' 6" 2.5X4 2.5XB
PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN.
ATTACH EACH "T" REINFORCING MEMBER WITH
HAND DRIVEN NAILS:
lOd COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP
AND BOTTOM CHORD.
GUN DRIVEN NAILS - 0.131" X 3":
TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD.
THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE
OR SBCCI WIND LOAD.
ASCE 7-93 GABLE DETAIL DRAWINGS -
A11015EN0699, A10015EN0699, A09015EN0699, A08015EN0699, A07015EN0699
A31030EN0699, A10030EN0699, A09030EN0699, A08030EN0899, A07030EN0699
ASCE 7-98 GABLE DETAIL DRAWINGS
A13015ECD901, A12015EC0901, A11015EC0901,A10015EC0901, A08515EC0901
A13030EC0901, A12030EC0901, A11030EC0901, A10030EC0901, A08530EC0901
SBCCI GABLE DETAIL DRAWINGS
S11015EN0699, 510015EN0699, 509015EN0699, 508015EN0699, S01015EN0699
511030EN0699, 510030EN0699, 509030EN0699, 508030EN0699, 507030EN0699
SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI
WIND LOAD) FOR MAXIMUM UNRE[NFORCED GABLE
VERTICAL LENGTH. - , ``,•;1'tiliilUliil(il!!//l/,,
2X8 "T"
REINFORCING
2X4
MEMBER -
REINFORCING
MEMBER
TOENAIL TOENAIL
TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS.
MULTIPLY "T" FACTOR BY LENGTH (BASED ON CABLE
VERTICAL SPECIES; GRADE AND SPACING) FOR (1)
2X4 "L° BRACE, GROUP A, OBTAINED FROM THE -
APPROPRIATE ALPINE CABLE DETAIL FOR ASCE OR
SBCCI WIND LOAD.
MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL
LENGTH IS 14' FROM TOP TO BOTTOM CHORD.
WEB LENGTH INCREASE W/ "T" BRACE
WIND SPEED
AND h[RH
EXAMPLE:
T" REINF.
MHR. SIZE SBCCI ASCE
110 MPH
15 FT
2x4 10 7. 10 7.
2x6 40 7. 50 7.
IIO MPH
30 FT
2x4 10 7. 10 7.
2x6 50 7. 50 7.
100 MPH
15 FT
2x4 10 7.. 10 7.
2x6 30 7. 50 7.
100 MPH
30 FT
2x4 10 7. 10 7.
2.6 40 7. 40 7.
90 MPH
15 FT
2x4 20 Z 10 7.
2x6 20 7. 40
90 MPH
30 FT
2x4 10 7. - 10 7.
2x6 30 7. 50 7.
80 MPH
15 FT
2x4 10 7. 20 7.
2x6 10 7. 30 7.
80 MPH
30 FT
2x4 20 7. 107.
2x6 20 7. 40 7.
70 MPH
15 FT
2x4 0 7. 20 7.
2x6 0 7. 20 7.
70 MPH
30 FT
2x4 10 7. 20 7.
2x6 10 7. 30 7.
ASCE WIND SPEED = 100 MPH
MEAN ROOF HEIGHT = 30 FT
CABLE VERTICAL = 24" O.C. SP #3
T" REINFORCING MEMBER SIZE = 2X4
T" BRACE INCREASE (FROM ABOVE) = 107. = 1.10
1) 2X4 "L" BRACE LENGTH = 6' 7".-.
MAXIMUM "T" REINFORCED CABLE VERTICAL LENGTH
1.10 x 6' 7" = 7' 3"
LACES DRAWINGS GAB98117 876,719 & HC26294035
N0.42704
WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING,
INSTALLING AND BRACING, REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED
BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI DR.,SUITE 200, MADISON, WL 53719) FORSAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TDP CHORD
v"`•,.•••••••••%
N `'%'QV , T •, i•:!/•VJ
REF - LET -IN VERT
DATE 10/24/O1
S MYTH LUMBER Co. SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
HAVE A PROPERLY ATTACHED RIGID CEILING. S DRWG GBLLETIN1001ROOFTRUSSDIVISIONIMPDRTANTrrFURNISHACOPYOFTHISDESIGNTOTHEINSTALLATIONCONTRACTOR. ALPINE
ENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR z
ANY DEVIATION FROM THIS 3
VALLEY TRUSS DETAIL
TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER.
BOT CHORD 2X3(*) OR 2X4 SP #2N OR. SPF #1/#2 OR BETTER.
WEBS 2X4 SP #3 OR BETTER.
2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE).
ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH
2) 16d BOX (0.135" X 3.5"). NAILS TOE -NAILED
120 MPH WIND, ASCE 7-98, CAT IT, EXP. B, ENCLOSED BLDG.,
30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD.
CUT FROM 2X6 OR
LARGER. AS REQ'D
1 4-0-0 MAXI
12
12 MAX.
W2X4
W2X4 W2X4
8-0-0 MAX -I
12
W4X412MAX.
W1X3 6-0-0 W1X3
1Y1X3 W1X3 11
MAX SPACING) W2X4
16-0-0 MAX W1X3
4
41 0
UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1X4 "T"-BRACE, 80%
LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED
WITH 8d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING;
EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9".
MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0".
TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH:
PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS
INSTALLATION
OR
PURLINS AT 24" OC
OR
BY VALLEY TRUSSES
LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES
NOT EXCEED 12'0".
BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN.
E-NA.
W2X4
W4X4
OPTIONAL STUB OPTIONAL HIP
END DETAIL JOINT DETAIL
COMMON RUSSES PARTIAL FRAMING
20-0-0 MAX (++) 1 1µ111i1a1l+nr r AT 2 " OC PLAN
SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. o QJ•` THIS DRAWING REPLACES DRAWING A105q*,///////
WARNING*- TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING;
INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHE
J ! /i
GV• ', / TC LL 3O 3O 4OPSF REF' VALLEY DETAIL
BY TPI (TRUSS PLATE INSTITUTE, 583 D'DNOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, DL 2D I5 7 PSF DATE 06/25/99TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALeSMYTHLUMBERCo. HAVE A PROPERLY ATTACHED RIGID CEILING. N Q• 4 2 7 0 4
C
IMPORTANT;R- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIR: ROOF TRUSS DIVISION ENGINEERED PRO UCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS E
C DL 10 10 10 PSF DRWG VALTRUSS0699
ENG MLH/ICAR . 2722 SOUTH APOPKA EILVO. DESIGN/ ANY FAILURE -T BUILD THE TRUSSES IN CONFORMANCE WITH TPT7 OR FABRICATING, = LL O 0 PSFHANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH' APOPKA,FL 32703 NDSDESIGN SPECIFICATION STATE OF OT..LD. 60 57PSF55407-2931522 AND E NEPUBLISARE MADE OF 20GAi'
O'•
ASTM A653 GR40 GALV. STEEL EXCEPT AS NGTED. APPLY CONNECTORS TO EACH FACE OFFAX: 407.299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS SESIGN, POSITION CONNECTORS PER
DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL P,•• \ i////! O R O -. DURYAC.1.25/1.33 L15 1.15 - PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE C \
SPACING 24" SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THECE"FICATE OF AUTHORIZATION M9218 SUITABILITYS
ITY
TY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. i.. n1A1••N"V
f'
1
t
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" O(
NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN
THAT OF VALLEY RAFTER (A).
NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR
SUPPORTING TRUSS BRACING DETAILS. VALLEY
RAFTERS
B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10".
RIDGE
B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS ll'-2". RAFTER
FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE.
FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAILS AT 4" OC.
FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC.
TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH
PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR
VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN
FOR THE SUPPORTING TRUSS.
2) 16d BOX NAILS, TOE -NAILED THRU
CRIPPLE INTO RIDGE BOARD
D)
C) (B
3) 16d BOX NAILS
3) 16d BOX NAILS
4'0" TYP. (B)
1-(2) 16d BOX NAILS, TOE -NAILED (TYPICAL) L.RATED SHEATHING CONNECTED TO
TRUSS TOP CHORDS PER SPECIFICATIONS
3) 16d BOX NAILS, TOE -NAILED THRU
CRIPPLE INTO. RATED SHEATHING
WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING,-
INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED
BY. TPI .(TRUSS PLATE INSTITUTE, 583 D'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE -FUNCTIONS.' UNLESS OTHERWISE INDICATED,
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID. CEILING.
IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING,
HAN LING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITHAPOPKA. FL32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-
299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM
A653 GR40 GAL V. STEEL EXCEPT A$ NOTED. APPLY CONNECTORS TO EACH FACE OF FAX: 407-29&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 PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE CERTIFICATE
OFAUTHORIZATION#921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPDNSIBILITY
OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2, 3)
16d BOX NAILS, TOE -
NAILED. _ RATED
SHEATHING
PARTIAL
FRAMING PLAN 3)
16d BOX 2)
16d BOX NAILS, NAILS, TOE -NAILED TOE -
NAILED 3)
16d BOX NAILS,
TOE -NAILED D) (
A)
C)
GIRDER
SUPPORTING
TRUSSES AT
24" OC MAX SPACING G-
IFIC;q,.F B No.
42704 4 TO,
STATE
OF TI41S
DRAWING REPLACES DRAWING V105-CONV LL
30 30 40 PSF REF CONV. VALLEY DL
20 15 7 PSF DATE 06/25/99 L
10 10 10 PSF DRWG VALCONVF0699 fi,
0 0, 0PSF ENG MLH/KAR ELD.
60 155157 PSF 1.
25/1.3311,1511.15 NG
SEE ABOVE
TOP CHORD 2X4 #2 OR BETTER
BOT CHORD 2X4 #2 OR BETTER.
WEBS 2X4 #3 OR BETTER
PIGGYBACK DETAIL
REFER TO SEALED DESIGN FOR DASHED PLATES.
SPACE PIGGYBACK VERTICALS AT 4' OC MAX.
TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE
IS NOT DIRECTLY OVER ANOTHER.
PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO
TRUSS TOP CHORD WITH 1.5X3 PLATE.
ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK
IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS
MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS.
REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING.
120 MPH WMD, ASCE 7-98, CAT II, E)CP. 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. WAV c17r nx' DVID
En
AEE
EITHER PLATE OPTIONAL
B
LOCATION IS SPLICE B BACCEPTABLED
B D-SPLICE
B
2'
TYP. B
B ZZ
B tE
B mvn
12
12
MAX
C
C
C
CZL
mN
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 1. REQUIRED BRACING
0' TO 7'9" NO BRACING
Ix4 "T" BRACE. SAME GRADE, SPECIES AS WEB
7'9" TO 10' MEMBER, OR BETTER, AND 80% LENGTH OF WEB
MEMBER. ATTACH WITH 8d NAILS AT 4" OC.
2x4 "T" BRACE. SAME GRADE, SPECIES AS WEB
10' TO 14' MEMBER, OR BETTER, AND 80%. LENGTH OF WEB
MEMBER. ATTACH WITH 16d NAILS AT 4" OC.
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
O O - o o
o
a a
o
o
2.,
0 0 0 0
8 1/4
ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. ;;?;'.IIII'I F/Q40"ING REPLACES DRAWINGS 634,016 634.017 & 847,045
WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING. A/ /yINSTALLINGANDBRACING. REFER T HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED N. ` •// MAX LOADING REF- PIGGYBACKBYTPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR ,tom ` 4i - SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, Oa V IF) •• /i
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL G • 55 PSF AT DATE 06/25/99
SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. I.33 DUR. FAC. j --IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE, INSTALLATION CONTRACTOR. ALPINE ••• DRWG PIGBACKBO699
722 SOUTH A
DIVISION ENGINDESIGN; AND FAILURES TO BUILDLLTHE OT BETRUSSESE INONSIBLECONFORMANCEORANYWITH TP4DEVIATION FABRICTING, NQ. 42704 5O PSF AT —ENG DLJ/KAR
ROM THIS
2722 SOUTH APOPIv.OLVD. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH =
APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE '- = •2 5 D UR• FAC.
407 299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE F 20GA - G - ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF 47 PSF AT - FAX: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER z STATE OFDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL A •' 1.15 DUR. FAC. PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE ••, SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE. CERTIFICATE OF ANTNORIZATION #9218 RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. // / •''. •` 0 O • ACING 24.0
BOTTOM CHORD FILLER DETAIL
OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX
SIZES (lX3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE
OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX
11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE
ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO
EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND
TRULOX PLATE REQUIREMENTS.
REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS
DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT
SHOWN.
ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES
MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**)
FILLER BOTTOM CHORD
OR WEDGE SPECIES
MAXIMUM REACTION MINIMUM
BEARING AREA
REQUIRED NAILS PER FACE WITH TRULOX PLATES
DOWNWARD UPLIFT 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L.
DOUGLAS FIR -LARCH 3281# 1656 1.5" X 3.5" 12 11 10 9 8
HEM -FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6
SPRUCE -PINE -FIR 2231# 1192 1.5" X 3.5 10 9 8 8 6
SOUTHERN PINE DENSE 3465 1791 1.5" X 3.5" 12 11 10 9 8
SOUTHERN PINE 2966# 1492 1.5" X 3.5" 10 9 8 6 7
SOUTHERN PINE NON -DENSE 2520 1343 1.5" X 3.5" 9 8 7 7 6
4
MAX
43X1
3X8.
TRULOX18
MAX4 LOX
2XB WEDGE(
2) 8D NAILS CUT TO FIT4CAE
WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING,
INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED
BY T,PI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING.
nr IMPORTANT>r. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE
ROOF TRUSS DIV1510N ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING,
APOPKA, FL 32763
HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH
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
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
CERTIrICATEOFAUTHORmATION#9216SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER. PER ANSI/TPI 1-1995 SECTION 2.
ti ;;IliliflNUllIJJ j DRAWING REPLACES DRAWINGS A115. A115/R & 884.132
4/'y, TC LL — PSF REF BC FILLER
DL — PSF DATE 06/25/99
G TF•••. BF-_ DL 10.0 PSF DRWG BCFILLER0699
NO.42704 C_LL — PSF -ENG DLJ/KAR
TO$ LD. — PSF
A STATE OF TFAC.1.0/1.15/1.25/1.33 O.
P: 'c n a ID P._.19..#ACING 24.0" A
SON
A1. V.,,,\
STEPDOWN CORDER SET
TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE
BOT CHORD 2X4 SO. PINE #2 N
WEBS 2X4 S0. 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 2 DENSE
2' TYI
7'
5'
CORNER SET
SETBACK 3'
7.' 0" 0
1'
4
2 HIP OR COMMON TRUSS
1 HIP TRUSS
J5
J3
J1
J.
J1 J3 J5 J7 J7 J7 J
120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG.,
30 F.T. MEAN HT., 10 PSF TOTAL WIND DEAD LOAD.
UPLIFT IS 350# * * * 1 3 5 7' 2' TYP .
UPLIFT IS 200#
OPTIONAL VERTICAL WEB. USE W1.5X4 AT
BOTTOM OF VERTICAL. USE W3X4 AT TOP
OF VERTICAL AND DIAGONAL WEB.
Jl * (
2) 16d TOENAILS
J3 HJ, ** (3) 16d TOENAILS
J5 **
J7 **
3.00 12 * 2.12 12 W2X<
W3X4
6T00 4T04- -
W2X4 - W2X5
ALTERNATE LOADING
TCLL 20 PSF
TMPA2ON TCDL 20 MAX PSF3/4" 4- BCDL 10 PSF
i J TOT.LD. 50 MAX PSF1' 3' 5' -r-7' - I .*** 9-10-13 OVER 2 SUPPORTS - DUR.FAC. 1.25R=463#, W=3.50" R=652#, W=3.50"
END AND CORNER JACKS HIPJACK
THIS DRAWING REPLACES
j DRAWING HCM95029
xxWARNINGxx TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, eINSTALLINGANDBRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED ?\`['••••, N/w T LL 30 MAX PSF REF - 7' STBK CSBYTPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRI DR., SUITE 200, MADISON, WI, 53719) FOR vY <l_
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESSOTHERWISEINDICATED, a•`Iy DL 15 MAX PSF DATE 06/25/99 TOPCHARDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALL `••`'q•••'. SMYTHLUMBERCO. HAVE A' PROPERLY ATTACHED RIGID CEILING.10 xxIMPORTANT—
FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE Z • •• BC%DL 10 PSF DRWG CS7SBK3A0699 ROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS S 2722SOUTHAPOPKABLVD. D."", , ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, No. 4.2704l .L 0 PSF -ENG SJP/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH - APOPKA,FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE - y 407-
299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA R 0T= LD. 55 MAX PSF - ASTMA653GR40GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS T EACH FACE OF - _- FAX: 407-29991 53 TRUSS AND, UNLESS THERWI$C LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF. - - DRAWINGS 160 A-Z. THE SEAL .ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL % ••' ti PROFESSIONAL ENGINEERING ENGINEERING
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE PAC. 1:33 SUITABILITY AND USE
OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE i ••', CERTIFICATE OF AUYHORIUTIONp921BRESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. - 'ji 0 •: C pP• ACING SEE ABOVE SOON Al , r
IL 4
CLB WEB BRACE SUBSTITUTION
THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB)
IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB
BRACING METHOD IS DESIRED.
NOTES
THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED
CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB
BRACING.
ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE.
FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE
BRACING.
WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING
SIZE BRACING T OR L-BRACE SCAB BRACE
2X3 OR 2X4 1 ROW 2X4 1-2X4
2X3 OR 2X4 2 ROWS 2X6 2-2X4
2X6 I ROW 2X4 1-2X6
2X6, 2 ROWS 2X6 2-2X4(*)
2XB I 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 T-BRACE
NARROW FACE OR
L-BRACEATTACHWITH16dNAILSAT6" O.C.
BRACE IS A MINIMUM 80% OF WEB
MEMBER LENGTH
SCAB BRACING:
APPLY SCAB(S) TO WIDE FACE OF WEB.
NO MORE THAN (1) SCAB PER FACE.
ATTACH WITH 10d NAILS AT 6" O.C. SCAB
BRACE IS A MINIMUM 80% OF WEB
MEMBER LENGTH
T-BRACE L-BRACE
THIS DRAWING REPLACES DRAWING 579.640tA
WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING,
INSTALLING AND BRACING, REFER TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED
o /i TC LL PSF- REF CLB SUBS T•
BY TPI (TRUSS PLATE 1NSTITUTE, 583 D'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR
SAFETY PRACTICES PRIOR T PERFORMWG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
L`\`w .j'`IF'Ciq,.•,• r, r% DL PSF DATE 06/25/99
S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. Blt DL PSFIMPORTANT-- FURNISH A COPY.OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE
TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE
DRWG BRCLBSUB0699
ROOF FOR ANY DEVIATION FROM THIS
DESIGNI ANY FAILURE T BUILD THE TRUSSES IN CONFORMANCE WITH TP11 OR FABRICATING, A. :•. NO.42704 c=LL PSF ENG MLH/KAR2722SOUTHAPOPKABLVD. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH
AP4 FL 32703 AMERICANLFOREPROVISIONS (NATIONAL ICATION z—_cTO_a LD. PSFIO ) ANDDESIGN E CONNECTORSPUBLISHED299A. 407-299-1522 P PER ASSOCIATPI•ALPII ARE MADE F 20GA ASTM
A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE F FAx407-299-9153 TRUSS AND, UNLESS THERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER G iQ •• STATE 0 F-::• yy--,
TIL. FAC. DRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
PROFESSIONALENGINEERINGRESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE p921O
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE A j ••
0 CERTIFlCTEOFAUiHOa1UTiONRESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSVTPI 1-1995 SECTION` 2. i !lAt
ACING'
1
0
f
FORM 60OA-200119FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: MH1614 - #1614 % '
4
Builder: MORRISON/ HOMES
Address: %
ZQ%/ G`K_
Permitting Office:
City, State: Permit Number:
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: 34.0 kBtu/hr
3. Number of units, if multi -family 1 _ SEER: 12.00 _
4. Number of Bedrooms 3 _ b. N/A
5. Is this a worst case? Yes
6. Conditioned floor area (ft2) 1614 ft2 c. N/A
7. Glass area & type
a. Clear - single pane 318.0 ft2 _ 13. Heating systems
b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 36.0 kBtu/hr _
c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 8.00 _
d. Tint/other SHGC - double pane 0.0 ft2 b. N/A
8. Floor types
a. Slab -On -Grade Edge Insulation R=0.0, 177.0(p) ft _ c. N/A
b. N/A
c. N/A 14. Hot water systems
9. Wall types a. Electric Resistance Cap: 40.0 gallons _
a. Concrete, Int Insul, Exterior R=4.2, 1128.2 fe _ EF: 0.88 _
b. Frame, Wood, Adjacent R=11.0, 158.0 ft2 _ b. N/A
c. N/A
d. N/A c. Conservation credits
e. N/A HR-Heat recovery, Solar
10. Ceiling types DHP-Dedicated heat pump)
a. Under Attic R=30.0, 1614.0 ft2 _ 15. HVAC credits PT, _
b. Under Attic R=19.0, 28.0 ft2 _ CF-Ceiling fan, CV -Cross ventilation,
c. N/A HF-Whole house fan,
11. Ducts PT -Programmable Thermostat,
a. Sup: Unc. Ret: Con. AH: Interior Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling,
b. N/A MZ-H-Multizone heating)
Glass/Floor Area: 0.20 Total as -built points: 22357 PASSTotalbasepoints: 23640
I hereby certify that the plans and specifications covered
by this calculation are in compliance with the Florida
Energy Code.
PREPARED BY:
DATE:
hereby certify that this building, as Tgned, is in
compliance with the Florida de.
OWNER/AGENT:
DATE: I 1< Z1 a Jr
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: r-
DATE:
EnergyGauge® (Version:.FLRCSB v3.2)
FORM 60OA-2001
0
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
GLASS TYPES
18 X Conditioned X BSPM = Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points
18 1614.0 25.78 7489.6 Single, Clear SE 1.0 7.0 16.0' 56.64 0.99 892.7
Single, Clear SE 1.0 7.0 16.0 56.64 0.99 892.7
Single, Clear SE 1.0 8.0 19.0 56.64 0.99 1067.8
Single, Clear SE 1.0 8.0 24.0 56.64 0.99 1348.8
Single, Clear NW 17.0 10.0 40.0 37.74 0.57 863.9
Single, Clear SW 1.0 9.0 32.0 52.82 1.00 1686.2
Single, Clear NW 1.0 9.0 32.0 37.74 1.00 1202.7
Single, Clear SW 7.0 10.0 64.0 52.82 0.59 2002.4
Single, Clear NE 2.0 9.0 16.0 43.65 0.94 656.7
Single, Clear N 1.0 9.0 12.0 27.96 0.99 333.2
Single, Clear E 1.0 7.5 12.0 59.31 0.99 703.3
Single, Clear NE 1.0 8.0 15.0 43.65 0.99 648.3
Single, Clear NE 1.0 7.0 20.0 43.65 0.99 860.2
As -Built Total: 318.0 13159.0
WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points
Adjacent 158.0 0.70 110.6 Concrete, Int Insul, Exterior 4.2 1128.2 1.16 1308.7
Exterior 1128.2 1.90 2143.6 Frame, Wood, Adjacent 11.0 158.0 0.70 110.6
Base Total: 1286.2 2254.2 As -Built Total: 1286.2 1419.3
DOOR TYPES Area X BSPM Points Type Area X SPM = Points
Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2
Exterior 0.0 0.00 0.0
Base Total: 18.0 28.8 As -Built Total: 18.0 43.2
CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points
Under Attic 1614.0 2.13 3437.8 Under Attic 30.0 1614.0 2.13 X 1.00 3437.8
Under Attic 19.0 28.0 2.82 X 1.00 79.0
Base Total: 1614.0 3437.8 As -Built Total: 1642.0 3516.8
FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points
Slab 177.0(p) 31.8 5628.6 Slab -On -Grade Edge Insulation 0.0 177.0(p 31.90 5646.3
Raised 0.0 0.00 0.0
Base Total: 5628.6 As -Built Total: 177.0 5646.3
EnergyGauge@ DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB Q.2
FORM 60OA-2001
IF
f-
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #: I
BASE AS -BUILT
INFILTRATION Area X BSPM = Points Area X SPM Points
1614.0 14.31 23096.3 1614.0 14.31 23096.3
Summer Base Points: 30678.1 Summer As -Built Points: 35588.4
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
30678.1 0.4266 13087.3
35588.4
35588.4
1.000
1.00
1.079 x 1.150 x 0.90) 0.284
1.117 0.284
0.950
0.950
10729.2
10729.2
EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge@/FIaRES'2001 FLRCSB v3.2
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
GLASS TYPES
18 X Conditioned X BWPM = Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points
18 1614.0 5.86 1702.4 Single, Clear SE 1.0 7.0 16.0 8.34 1.01 135.4
Single, Clear SE 1.0 7.0 16.0 8.34 1.01 135.4
Single, Clear SE 1.0 8.0 19.0 8.34 1.01 160.4
Single, Clear SE 1.0 8.0 24.0 8.34 1.01 202.6
Single, Clear NW 17.0 10.0 40.0 12.23 0.99 484.2
Single, Clear SW 1.0 9.0 32.0 9.22 1.00 295.6
Single, Clear NW 1.0 9.0 32.0 12.23 1.00 390.8
Single, Clear SW 7.0 10.0 64.0 9.22 1.22 720.2
Single, Clear NE 2.0 9.0 16.0 12.00 1.00 192.1
Single, Clear N 1.0 9.0 12.0 12.32 1.00 147.6
Single, Clear E 1.0 7.5 12.0 9.96 1.01 120.2
Single, Clear NE 1.0 8.0 15.0 12.00 1.00 180.0
Single, Clear NE 1.0 7.0 20.0 12.00 1.00 240.0
As -Built Total: 318.0 3404.7
WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points
Adjacent 158.0 1.80 284.4 Concrete, Int Insul, Exterior 4.2 1128.2 3.26 3677.9
Exterior 1128.2 2.00 2256.4 Frame, Wood, Adjacent 11.0 158.0 1.80 284.4
Base Total: 1286.2 2540.8 As -Built Total: 1286.2 3962.3
DOOR TYPES Area X BWPM Points Type Area X WPM Points
Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2
Exterior 0.0 0.00 0.0
Base Total: 18.0 72.0 As -Built Total: 18.0 106.2
CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points
Under Attic 1614.0 0.64 1033.0 Under Attic 30.0 1614.0 0.64 X 1.00 1033.0
Under Attic 19.0 28.0 0.87 X 1.00 24.4
Base Total: 1614.0 1033.0 As -Built Total: 1642.0 1057.3
FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points
Slab 177.0(p) 1.9 336.3 Slab -On -Grade Edge Insulation 0.0 177.0(p 2.50 442.5
Raised 0.0 0.00 0.0
Base Total: 336.3 1 As -Built Total: 177.0 442.5
EnergyGauge® DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2
FORM 60OA-2001
P
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , y r PERMIT #:
BASE AS -BUILT
INFILTRATION Area X BWPM = Points Area X WPM Points
1614.0 0.28 -451.9 1614.0 0.28 451.9
Winter Base Points: 4560.0 Winter As -Built Points: 8521.1
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
4560.0 0.6274 2860.9
8521.1
8521.1
1.000
1.00
1.068 x 1.160 x 0.92) 0.427
1.140 0.427
0.950
0.950
3936.3
3936.3
EnergyGaugeTM DCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FLRCSB v3.2
It
w
a.
i
FORM 60OA-2001
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS:,,, PERMIT #:
BASE I AS -BUILT
WATER HEATING
Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total
Bedrooms Volume Bedrooms Ratio Multiplier
3 2564.00 7692.0 40.0 0.88 3 1.00 2564.00 1.00 7692.0
As -Built Total: 7692.0
CODE COMPLIANCE STATUS
BASE AS -BUILT
Cooling + Heating +
Points Points
Hot Water
Points
Total
Points
Cooling
Points
Heating + Hot Water = Total
Points Points Points
13087 2861 7692 23640 1 10729 3936 7692 22357
EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 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 REQUIREMENTS FOR EACH PRACTICE CHECK
Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area.
Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall;
foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility
penetrations; between wall panels & top/bottom plates; between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends
from, and is sealed to, the foundation to the top plate.
Floors 606.1:ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members.
EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed
to the perimeter, penetrations and seams.
Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases,
soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate;
attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is
installed that is sealed at the perimeter, at penetrations and seams.
Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a
sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from
conditioned space, tested.
Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors.
Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA,
have combustion air.
6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.1
COMPONENTS SECTION REQUIREMENTS CHECK
Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit
breaker electric or cutoff as must be provided. External or built-in heat trap 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 1610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically
attached, sealed, insulated, and installed in accordance with the criteria of Section 610.
Ducts in unconditioned attics: R-6 min. insulation.
HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system.
Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides.
Common ceiling & floors R-11.
EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 84.5
The higher the score, the more efficient the home.
1. New construction or existing
2. Single family or multi -family
3. Number of units, if multi -family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (ft)
7. Glass area & type
a. Clear - single pane
b. Clear - double pane
c. Tint/other SHGC - single pane
d. Tint/other SHGC - double pane
8. Floor types
a. Slab -On -Grade Edge Insulation
b. N/A
c. N/A
9. Wall types
a. Concrete, Int Insul, Exterior
b. Frame, Wood, Adjacent
c. N/A
d. N/A
e. NIA
10. Ceiling types
a. Under Attic
b. Under Attic
c. N/A
11. Ducts
a. Sup: Unc. Ret: Con. AH: Interior
b. N/A
a
New _ 12. Cooling systems
Single family _ a. Central Unit
I
3 _ b. N/A
Yes _
1614 fe c. N/A
318.0 ft2 _ 13. Heating systems
0.0 ft2 _ a. Electric Heat Pump
0.0 ft2 _
0.0 ft2 b. N/A
R=0.0, 177.0(p) ft _ c. N/A
14. Hot water systems
a. Electric Resistance
R=4.2, 1128:2 W _
R=11.0, 158.0 ft2 _ b. N/A
c. Conservation credits
HR-Heat recovery, Solar
DHP-Dedicated heat pump)
R=30.0, 1614.0 ft2 _ 15. HVAC credits
R=19.0, 28.0 ft2 _ CF-Ceiling fan, CV -Cross ventilation,
HF-Whole house fan,
PT -Programmable Thermostat,
Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier,
MZ-C-Multizone cooling,
MZ-H-Multizone heating)
I certify that this home has complied with the Florida -Energy Efficiency Code For Building
r Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature:
Address of New Home:
Date:
City/FL Zip:
Cap: 34.0 kBtu/hr
SEER:12.00 _
Cap: 36.0 kBtu/hr _
HSPF:8.00 _
Cap: 40.0 gallons
EF: 0.88
PT, _
y01 TKE STgl
o
a°
tr
f,1,C0D yS
NOTE: The home's estimated energy performance score is only available through the FLARES computer program.
This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStarTmdesignation),
your home may qualifyfor 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.ucfedu for
information and a list ofcertified 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)
W
F
RIGHT-J LOAD AND EQUIPMENT SUMMARY
File name: MH 1614 . bld
For: MORRISON HOMES
By: AIR FLOW DESIGNS
250 JASMINE RD.
CASSELBERRY FL.
407)831-3600
WINTER DESIGN CONDITIONS
Outside db: 38 Deg F
Inside db: 72 Deg F
Design TD: 34 Deg F
HEATING SUMMARY
Bldg. Heat Loss 34296 Btuh
Ventilation Air 200 CFM
Vent Air Loss 7480 Btuh
Design Heat Load 41776 Btuh
INFILTRATION
Method Simplified
Construction Quality Average
Fireplaces 0
FL 32718
9/29/97
Job# #1614
Wthr Orlando AP FL
Zone Entire House
SUMMER DESIGN CONDITIONS
Outside db: 93 Deg F
Inside db: 78 Deg F
Design TD: 15 Deg F
Daily Range M
Rel. Hum.: 55
Grains Water 37 gr
SENSIBLE COOLING EQUIP LOAD SIZING
Structure 24179 Btuh
Ventilation 1650 Btuh
Design Temp. Swing 3.0 Deg F
Use Mfg. Data n
Rate/Swing Mult. 1.00
Total Sens Equip Load 25829 Btuh
LATENT COOLING EQUIP LOAD SIZING
Internal Gains 1035 Btuh
Ventilation 2 516 Btuh
HEATING COOLING Infiltration 2 515 Btuh
Area (sq.ft.) 1663 1663 Tot Latent Equip Load 6066 Btuh
Volume (cu.ft.) 14967 14967
Air Changes/Hour 0.8 0.4 Total Equip Load 31895 Btuh
Equivalent CFM 200 100
HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY
Make CARRIER Make CARRIER
Model #FA4ANF042 Model #38BYC036
Type HEAT PUMP Type SPLIT DESIGNS
Efficiency / HSPF 8.00 COP/EER/SEER 12.00
Heating Input 0 Btuh Sensible Cooling 24500 Btuh
Heating Output 36000 Btuh Latent Cooling 9700 Btuh
Heating Temp Rise 27 Deg F Total Cooling 34200 Btuh
Actual Heating Fan 1200 CFM Actual Cooling Fan 1200 CFM
Htg Air Flow Factor 0.035 CFM/Btuh Clg Air Flow Factor 0.050 CFM/Btuh
Space Thermostat Load Sens Heat Ratio 87
MANUAL J: 7th Ed. RIGHT-J: V 1 3 . 0. 11 S/N 11784
Printout certified by ACCA to meet all requirements of Manual Form J
RIGHT-J CALCULATION PROCEDURES A, B, C, D
Job #: # 1614 File name: MH 1614 . b 1 d
Zone: Entire House
Procedure A - Winter Infiltration HTM Calculation*
1. Winter Infiltration CFM
0. 8 AC/HR x 14967 Cu.Ft. x 0.0167 = 200 CFM
2. Winter Infiltration Btuh
1.1 x 200 CFM x 34 Winter TD = 7478 Btuh
3. Winter Infiltration HTM
7478 Btuh / 336 Total Window = 22.3 HTM
and Door Area
Procedure B - Summer Infiltration HTM Calculation*
9/29/97
1. Summer Infiltration CFM
0. 4 AC/HR x 14967 Cu.Ft. x 0.0167 = 100 CFM
2. Summer Infiltration Btuh
1.1 x 100 CFM x 15 Summer TD = 1650 Btuh
3. Summer Infiltration HTM
1650 Btuh / 336 Total Window = 4.9 HTM
eand Door Area
1
Procedure C - Latent Infiltration Gain
0.68 x 37 gr.diff. x 100 CFM = 2 515 Btuh
Procedure D - Equipment Sizing Loads
1. Sensible Sizing Load
Sensible Ventilation Load
1.1 x 100 Vent.CFM x 15 Summer TD 1650 Btuh
Sensible Load for Structure (Line 19) 24179 Btuh
Sum of Ventilation and Structure Loads 25829 Btuh
Rating and Temperature Swing Multiplier x 1.00 RSM
Equipment Sizing Load - Sensible 25829 Btuh
2. Latent Sizing Load
Latent Ventilation Load
0.68 x 100 Vent.CFM x 37 gr.diff. 2 516 Btuh
Internal Loads = 230 x 5 No. People 1035 Btuh
Infiltration Load From Procedure C 2 515 Btuh
Equipment Sizing Load - Latent 6066 Btuh
Construction Quality is: a No. of Fireplaces is:
MANUAL J: 7th Ed. RIGHT-J: V 3 . 0.11 S/N 11784
Printout certified by ACCA to meet all requirements of Manual Form J
0
MH1614 Job# #1614 Zone: Entire House- 9/29/97
A,TAT\TTTAT T. ^.0 CA nT1- T.
1
J/1V 11 / O Y
NameofRoom Entire House LNDRY. BR3 BR2
2 Running Ft. Exposed Wall 177. 0 Ft. 6. 0 Ft. I 30.0 Ft 12. 0 Ft
3 I Room Dimensions, Ft. 0.0 t 0.0 x 0.0 Ft 0.0 x 0.0 Ft I 0.0 x 0. 0 Ft.
4 Ceiings, Ft Condit Option 9.0 d 8.0 heat/cool 8.7 heat/cool 9.3 heat/cool
TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Btuh
EXPOSURE NO. Htg Clg th Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg
5 Gross a 14B 4.9 1.6446F ss 0 ssss s««s 140 s ss«rt
112Exposedb12C3.1 1.70 s«ss sss« 0 sss« 0 ssss sss« 0 rs«s s«s
Walls and c 12H 2.0 1.1 0 0 wrt 0 s«rtrt rtsr• 0 sr rt««
Partitions 13C 1.4 0.9 176 srss 4B,s««« sss 120 ss« 0Idle13CI5.1 3.4 OI s*ss I ssss I OI ssss I ssss I l)) rts I ssss OI ws I sss«
f 1 0.0 0.0 0 rr«r w««w 0 rrrr w«w« 0 sr«« rrw« 0 rtrsr ssss
6 Windows and a 1C 39.3 194 7618 0 0 16 628 16 628
Glass Doors b 8C 39.3 109 4084 0 0 0 0 0 0
Heating I C 9AI 31.8 I 20I 636I I 0 0 0 0 I 0I 0Id7F41.1 0 0 0 0 0 0 0 0
e 0.0 0 0 r«« 0 0 rr« 0 0 r 0 0 sr«
f 0.0 0 0 rtss+ 0 0 w 0 0 rs«« 0 0 r«r«
7 Windows and North 0.0 0 0 0 0 0 0 0 0
Glass Doors NE NW 37.0 168 6216 0 0 0 0 0 0
Cooling E/W 52.0 12 624 0 0 0 0 0 0
SEISW 45.0 126 5670 0 0 16 720 16 720
South 26.0 12 336 0 0 0 0 0 0
Horz 0.0 0 0 0 0 0'"" 0 0 0
8 Other doors a 11E 6.5 3.5 0 0 0 0 0 0 0 0 0 0 0 0
b 10A 19.0 10.4 18 343 187 18 343 187 0 0 0 0 0 0
9 Net a 14B 4.9 1.6 1128 5523 1836 0 0 0 124 607 202 96 470 156
Exposed b 12C 3.1 1.7 0 0 0 0 0 0 0 0 0 0 0 0
Walls and c 12H 2.0 1. 1 0 0 0 0 0 0 0 0 0 0 0 0
Partitions d 13C 1.4 0.9 158 213 142 30 41 27 120 162 108 0 0 0
e 13C 5.1 3.4 0 0 0 0 0 0 0 0 0 0 0 0
f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
10 Ceilings a 16G 1.1 1.3 1641 1841 2112 51 57 66 189 212 243 154 173 198
b 16D 1.8 2.1 28 50 58 9 16 19 17 31 35 0 0 0
c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
11 Floors a 22A 27.5 0.0 177 4875 0 6 165 0 30 826 0 12 330 0
b 20G 2.4 0.8 0 0 0 0 0 0 0 0 0 0 0 0
c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
12 Infiltration a 22.3 4.9 336 7478 1650 18 401 88 16 356 79 16 356 79
13 SubtotBtuh Loss=6+8.+11+12 32662 1123 ssss 2822 ssss ssws 1958 ssss 14
Duct BtuhLoss 5°/ 1633 5°/ 51 S°/ 141 5°/ 98 15
Total Btuh Loss =13+14 34296 1074 2963 2055 16
IntGains: People 300 5 1350 0 0 0 0 0 0 Appl.
@ 1200 2 1800 1 600 0 0 0 0 17
SubtotRSHGain=7+8.+12+16 21981 srt rs 987 rr rts 1387 1153 Duct
Btuh Gain 10°/ 2198 10% 99 10% 139 10°/ 115 I1819ITotalRSHGain=(17+18)*PLF I 1.001 I 24179I 1.001 I 1086I 1.00I I 1525I 1.00 I 12611 I20I
CFM Air Required I **** I 12001 12001 I 38I 541 I 1041 761 I 721 63 Printout
certified by ACCA to meet all requirements of Manual J Form
MH1614 Job# #1614 Zone: Entire House 9/29/97
Rhin" J . ' 11 "" 11 /"Y
1 NameofRoom M. BATH / W.I.C. M. BR. FAM. / DIN. KIT. / NOOK
2I Running Ft. Exposed Wall I 10. 0 Ft. I 40. 0 Ft 40. 0 Ft 33.0 Ft.
3 Room Dimensions, Ft. 0.0 x 0. 0 Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 FtI 0.0 x 0.0 FtI4Ceiings,Ft Condit Option 9.3 heat/cool 9.3 heat/cool 9.3 heat/cool 9.3 heat/cool
TYPE OF CST HTM I Area I Btuh Area Btuh Area Btuh Area Btuh
EXPOSURE NO. Htg I Clg Length Htg Clg Length Htg I Clg Length Htg Clg Length Htg Clg
5 Gross a 14B 4.9 1.6 93 373 s«r« 373 308
Exposed b 12C 3.1 1.7 0 kk«s ksk 0 w«»» k«w« 0 kk k 0 kkkr kksr
Walls and c 12H 2.0 1.1 0 kk«« sass 0 s««« s««s 0 s»s r««» 0 skss kks«
Partitions d 13C 9 01 kkr k*«wII13CI11.415.1 3 I I I I I I 0I I I Oek«» IIIkkkr
f 0.0 0.0 0 kss sss 0 sss« 0 ss r««» 0 k sk
6 Windows and a 1C 39.3 19 746 56 2199 32 1257 40 1571
Glass Doors 8C 39.3 ks 0 0 kkss 40 1571 ss«s 64 2513 sr«« 0 0
Heating cJbI 9A 31.8I I 0I 0I I 0 0I sk«» I 0) 0I I 0I 0 s«ss
d 7F 41.1 0 0**** 0 0***+ 0 0 0 0**«+
e 0.0 0 0*+** 0 0**** 0 0**** 0 0***"
f 0.0 0 0 kk 0 0«*** 0 0 0 0*«++
7 Windows and North 0.01 0*++* 0 0**"* 0 0 0 0"*** 0
Glass Doors NE/NW 37.0 0 0 72 2664 96 3552 0 0
Cooling E/W 52.0 0 0 0 0 0 0 12 624
SEISW 45.0 19 855 24 1080 0 0 16 720
South 28.0 0 ss+" 0 0 0 0 0 12 336
Hotz 0.0 0 0 0 0 0 0 0 0
8 Other doors a 11 E 6.5 3.5 0 0 0 0 0 0 0 0 0 0 0 0
b 10A 19.0 10.4 0 0 0 0 0 0 0 0 0 0 0 0
9 Net a 14B 4.9 1.6 74 364 121 277 1357 451 277 1357 451 268 1312 436
Exposed b 12C 3.1 1.7 0 0 0 0 0 0 0 0 0 0 0 0
Walls and c 12H 2.0 1. 1 0 0 0 0 0 0 0 0 0 0 0 0
Partitions d 13C 1.4 0.9 0 0 0 0 0 0 0 0 0 0 0 0
e 13C 5.1 3.4 0 0 0 0 0 0 0 0 0 0 0 0
f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
10 Ceilings a 16G 1.1 1.3 191 214 246 298 276 319 385 432 495 222 249 286
b 16D 1.8 2.1 0 0 0 0 0 0 0 0 0 0 0 0
c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
11 Floors a 22A 27.5 0.0 10 275 0 40 1102 0 40 1102 0 33 909 0
b 20G 2.4 0.8 0 0 0 0 0 0 0 0 0 0 0 0
c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
12 Infiltration a 22.3 4.9 19 423 93 96 2137 471 96 2137 471 40 890 196
13 SubtotBtuh Loss=6+8.+11+12 2022 s** 8644 8797 kk s*** 4931 14
Duct Btuh Loss 5% 101 50/ 432 5"/ 440 5% 247 15
Total Btuh Loss = 13+14 sk 2124 rw« 9076 s++* 9237 5177 16
Int.Gains: People 300 0 0 2 600 3 750 0 0 Appl.
@ 1200 0 0 0 0 0 0 1 1200 17
SubtotRSHGain=7+g..+12+16 1315 s s«« 5586 ss++ 5720 s«s s«s« 3798 Duct
Btuh Gain l00/ 132I 10 5591 5721 l0/ 3101 Total1. II1447 10/ 0 1I l++«* 1l0/ Il"*"9 I4178I118) I20I CFM
Air Required I **** I 741 721 I 3181 3051 I 323I 3121 k** I 181I 2071 Printout certified
by ACCA to meet all requirements of Manual J Form
Zone: Entire House 9/29/97MH1614Job# # 1614
MANUAL J 7th Ed RIGIzI-J: 3. V.11 .)' N 11 Id4
NameofRoom FOYER BATH 2
2 Running Ft. Exposed Wall 6.0 Ft. 0.0 Ft. I I Ft. FL
3 Room Dimensions, Ft. 0.0 x 0.0 Ft. 0.0 x 0. 0 Ft. I x Ft. I x Ft.
4 Ceiings,Ft Condit. Option 8.7 heat/cool 9.3 heat/cool
TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Btuh
EXPOSURE NO. Htg Clg Length Htg I Clg Length Htg Clg Length Htg Clg Length Htg Clg
5 Gross a 14B 4.9 1.6 47 Q s*sk s**r rts*R Rt* rrr+
Exposed b 12C 3.1 1.7 0 sss ssrt! 0 srtss ssss tR«s kss« Rr sssr
Walls and c 12H 2.0 1.1 0 tR slsr 0 lsst R krt#« s*ss s#«# sts
Partitions dl 13CI 1.41 0.9I gl
Rkk tk«*
OI
ltss sk sts rt!R« ktsR
eI 13C 5.1 3.4 0 I I ksrt ssssI I R#RtI tI I I RtRI
If 1 0.0 0.0 0 rts* sR 0 R!t t#! rrtk# sk*s tt*s ars«
6 Windows and a 1C 39.3 15 589 0 0 ss!
Glass Doors b 8C 39. 3 0 0 0 0 klRR
Heating I C 19AI 31.8 I 20I 636 rtrt# I OI OI tsrR I I I srrt! I I I r!+!
d 7F 41.1 0 0 rrss 0 0 lkss ttt etkk
e 0.0 0 0 ssk! 0 0 ksss stkk klRk
f 0.0 0 0**** 0 0 R t*sr sr+s
7 Windows and North 0.0 0 0 0 0 lss
Glass Doors NE/NW 37.0 0 0 0 0 ss
Cooling E/W 52.0 0 0 0 0
SE/SW 45.0 35 1575 0 0
South 28.0 p rssR 0 0 s!s 0 s«!
Horz 0.0 0 0 0 0 r
8 Other doors a 11E 6.5 3.5 0 0 0 0 0 0
b 10A 19.0 10.4 0 0 0 0 0 0
9 Net a 14B 4.9 1.6 12 57 19 0 0 0
Exposed b 12 C 3.1 1.7 0 0 0 0 0 0
Walls and c 12H 2.0 1.1 0 0 0 0 0 0
Partitions d 13C 1.4 0.9 8 11 7 0 0 0
e 13C 5.1 3.4 0 0 0 0 0 0
f 0.0 0.0 0 0 0 0 0 0
10 Ceilings a 16G 1.1 1.3 149 167 192 52 58 67
b 16D 1.8 2.1 2 4 4 0 0 0
c 0.0 0.0 0 0 0 0 0 0
11 Floors a 22A 27.5 0.0 6 165 0 0 0 0
b 20G 2.4 0.8 0 0 0 0 0 0
c 0.0 0.0 0 0 0 0 0 0
12 Infiltration a 22.3 4.9 35 779 172 0 0 0
13 Subtot Btuh Loss=6+8..+11+12 2408 58 sets sssr ssR« k!##
14 Duct Btuh Loss 5°/ 120 ts 5Jo/ 3
15 Total BtuhLoss =13+14 2528 61 ssss ssss ss! ssss 16
hit. Gains: People@ 300 0 Appl.
@ 1200 0 0 0 Rrtrt 0 t 17
Subtot RSH Gain=7+8..+12+16 s# s!: 1969 r r 67 srtss sss: ssR# s 8DuctBtuhGain
10°/197 10°/7 I'l9I Total RSHGaiu=(17+18)*PLF 1011.0 I 2166I 1.001 i 74I I I i I20I
CFM Air Required I**** I 881 1071 ssss I 21 41 s!! I I I R«kk I Printout
certified by ACCA to meet all requirements of Manual J Form
Yt't0 fSo I b
IAA FA,o
I ZX
iX Zx4 Rx4
0
jRAG
env `
f4 6 IC Tck nl<•
12w12 00 ICe
I Ult'1 gxq : 1
13a
O
ONE BY WOOD —
SUCK BY OTHERS
CAULK BETWEEN
FLANGE J.SUCKWOODBUCK
CONCRETE OR
MASONRY OPENING
BY OTHERS
EXTERIORFINISH
BY OTHERS
PERIMETER CAULK
BY OTHERS
FLANGE TYPE —
WINDOW FRAME
HEADER
WINDOWHEIGHT
FLANGE TYPE
WINDOW FRAME
SILL
PERIMETER CAUL
BY OTHERS
SHIM AS REO'D
ONE BY WOOD
BUCK BY OTHERS
SEE NOTES)
1 MIN.
INSTALLATION ANCHOR
3/16- DIA. TAPCON
BUCK WIDTH MENTEMBEDMENT
SHIM AS REO'DJSHOWN1/4- SHIM SEE NOTES) FLANGE TYPE SPACE MAX.
CAULK BETWEEN WINDOW FRAME
WO00 BUCK t
MASONRY OPENING
JAMB d CONCRETE
OR MASONRY
BY OTHERS OPENING
t BY OTHERS
Q `--INSTALLATION
ANCHOR
3/16' CIA
C 7APCON SHOWN
PERIMETER CAULK
BY OTHERS
CAULK BETWEEN
WOOD BUCK &
WINDOW WIDTH MAS'Y OPENING
BY OTHERS
EXIE8l06 CAULK BETWEEN EI TERIOR
WINDOW FLANG FINISH
SECTION 2
W000 BUCK BY OTHERS
WINDOW
WTH.
CA B C
D E
J / K 2
WINDOW '
HGT. F G
A H I.
a
CAULK BETWEEN WINDOW FLANGE
h PRECAST SILL WITH VULKEM
PRECASR SILL 116 ADHESIVE CAULK OR
BY OTHERS 'APPROVED EQUAL
SECTION 1
CFNFRAL 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 ALLDY 6063.
3) USE LATEX CAULK BEHIND WINDOW FIANCE AT HEAD k ,ALBS SILL MUST BE
ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL
4) APPUCATION OF VULKIM 116 ADHESIVE CAULK. AT FRAME SILL MUST COMPLY WITH SEALANT
MANUFACTURER'S RECOMMENDATIONS.
5) USE LATEX CA" FOR PERIMETER SEAL MOUND EXTERIOR OF WINDOW FLANGE.
6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 CLASS 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.
d
1 1/4' MIN.
0 • EMBEDMENT
1/4' SHIM -
SPACE MAX.
BUCKHEIGHT
SILL STOOL
BY OTHERS
1!1
ELEVATION
VIEWED FROM EXTERIOR
OZZ d2,
PREPARED BY:
MAI
CEYT[E-k-L
v
FLIJ:R, DIA.
BBB.
O J- F.
iVJi UCkCY URER 1CN'.iac
GFNE AI. Ut4IA) UM
wr B. `'Tpn RTT .7 A -:Zl
COMPARATIVE ANALYSIS TION CHART
CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR
SIZE INCHES CAPACITY IN PSF LOCATIONS
SIZE W10TH/HDGHT EXTERIOR INTERIOR HEAD JAMBS .
12 19 1/e X 25 99 99 B F,G
13 19 1/6 X 38 3/e 78 78 B F.G
14 19 1/e X 50 6A 59 59 8 F,G
74+4 19 t/e X 54 SA 54 54 B F.G
14+5 19 I/6 X 55 en 52 52 B F,G
to 19 1/0 )XIW 45 45 B F,G
16 1'9 t X 72 40 40 F C
1H 28 1n Y 6 BFG
1H3 25 1n X 38 3/151 51 B F,G
1H4 26 In X 50 5A 44 44 B F,G
1H4+4 26 1A X 54 6/5 42 42 B F,G
1H4+5 26 1n X 55 en 41 41 B F,G
195 26 1n X 63 40 40 B F.G
ING 26 1 % 72 40 40 FG
30X2 30 Wn X 25 56 B F,G
3OX3 30 t/2 X 36 3/. 44 44 B F,G
30X4 30 1/2 x 50 5A 40 40 B F,G
30X4+4 30 1n X 54 5A 40 40 B F,G
30%4+5 0 to X ss eA 40 40 B F,G
30X5 30 1n X 63 40 40 B F,C
6 40 C 1
22 k 25 51 B F,G
23 37 X 36 3/640 40 B F,G
24 37 % 50 eA 40 40 B F•G
24+4 37 X 54 6A 40 40 B F.G '
24+5 37 X 55 5A 40 40 B F,C
25 37 X 63 40 40 B F,G,H.1
6 37 X 72 40 40 9 F.G.H.1
4525 48 x 6 46 46 B F,G
2M48 48 x 38 ]A 40 40 B F,G
4850 45 x 50 5/540 40 B F,G
484+4 45 X 54 6A 40 40 B F,G,H,I
484+5 48 X 55 &A 40 40 B F,G,H,I
4863 48 X 53X72 4040 4040 B
1
F,G,H.i
3277 53 1A' X 26 45 45 B48F.G
33 53 1/6 X 38 3A 40 40 B F.G
34 53 to X 50 5/1 40 40 B F,G,H,I
34+4 53 1A X 54 4/e 40 40 B F,G,H,1
34+5 53 1A X 55 6/e 40 40 8 F,G.H.1
35 53 1A X 63 40 40 B F,G,H,I
38 SJ 1 X 72 40 40
HERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES, POSITIVE DESGN1) WOAD ANLOA05WILLBELIMITEDTO40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED M TEST- 2)
INSTALLATION: FLANGE FRAME WINOGW IN CONCRETE OR MASONRY OPENING USE 3/15' DIA TAPCON ANCHORSOF
SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4' EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN
ON CHART. 3)
SEE ELEVATION FOR KEY TO TAPCON LOCATIONS 4)
INSTALL jS SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4- MIN. EMBEDMENT INTO WOOD BUCK AT ALLOTHERFACTORYAPPLIEDINSTALLATIONHOLES. 5)
IF EXACT WINDOW SZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER
SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO-D. 1001
T. CrahT Rd. CeR55bR TX 75006 P.O. Bax 619022 • Da1162, tx 73MI Ixut4Na1x3ceP11v1 ..
ASSEMBLY
DRAWING SERIES
1440/1540 TDL SINGLE HUNG WINDOW RMw
eY oum. eY Xuu BB
Dv
REWSON BY ECN _ 10 26 Ol B 'EE=N012 TECHNOLOG'
CORP., 250 INIERNA710NAL M.. SUITE 250. HEATFU". FLORID4 32740 PHONE 407 BO3-We5 FIX 407 11 3 036e
CAULK BETWqEN .000 —\
BUCK & MASONRY
OPENING BY OTHERS
ONE BY WOOD
BUCK BY OTHERS
CAULK BETWEENNOOWFLANGE
W000 BUCK
STUCCO)
BY OTHERS /
PERIMETER CAULK J
BY OTHERS
GLAZING
WINDOW
HEIGHT EXTERIOR
I
I
PERIMETER CAULK
I BY OTHERS
0 4
PRE -CAST SILL
BY OTHERS
INSTALLATION ANCHOR
3/16 DIA, TAPCON
CONCRETE OR
MASONRY OPENING
BY OTHERS
SHIM AS REO'D.
SEE NOTES)
d 1-1/4- MIN,
EMBEDMENT
1/+' MAX.
SHIM, SPACE
FLANGE TYPE
WINDOW FRAME
HEADER
BUCKHEIGHT
BUCK WIDTHSHIMi MAX, SPACE
SHIM AS RED .0
SEE NOTES) EMBEDLENT
FLANGE TYPE
WINDOW FRAME Q CAULK BETWEEN
JAMB
Q
WOOD BUCK &
MAS*Y OPENING
BY OTHERS
GLAZING
INSTALLATION ANCHOR
3/16" DIA. TAPCON
Q
ON BY w000
E xTERIOR BUCK BY OTHERS
CAULK BETWEEN
PERIMETER CAULK WINDOW FLANGE
BY OTHERS WOOD BUCK
WINDOW WIDTH CONCRETE
OR MASONRY
OPENING
BY OTHER$
SECTION 2 STUCCO
D
FLANGE TYPE
WINDOW FRAME
SILL
WINDOW HHGT.
F
Q
MARBLE SILL STOOL
BY OTHERS
CAULK BETWEEN WINDOW FLANGE
PRECAST SILL WITH VULKEM
116 ADHESIVE CAULK OR
APPROVED EQUAL
SECTION 1
COMPARATIVE ANALYSIS & TAPCON ANCHOR. LOCATION CHART
WINDOW DESIGN PRESSURE TAPCON ANCHOR
SIZE (INCHES) CAPACITY IN PSF LOCATIONS
MOTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS
12 x 60 40 58 0.F.G
12. X 72 0 56 C D.E.E
16 X 16 40 106 C HJ
24 x 16 40 69 A.B H7
24 X 24 40 55 A.B F,G
2A x 30 40 5 A,B F.0
24 X 36 e0 40 A.8 F.
24 x 48 40 0 A.B O.E F.G
24 X 60 40 40 A.B D.EF.G
24 x 72 40 40 A.B D,EF.G
32 X 48 40 40 A.B O.EF,G
36 x 24 40 0 A.B D.E F.G
36 X 48 40 40 A.B D.E.F.G
36 x 72 4p 0 A.8 OE. F.G
B X 24 40 40 A.B O.EF,G
4B % 18 40 40 AS D.EF.G
48 X 60 40 40 AS D.EF,G
64 X 24 40 S F,G
72 % 38 4p 00 A,6 F.G
72 x 60 40 40 A•B D.EF,G
73 X 16 40 40 A.B H,1
BY OTHERS .. CENTRAL FL®RMA-B.0.A.F.
WINDOW MANUFACTURER NAME: WTH.
CENcRPl- ALJf IjNUH
MASTER FILE # GENERAL 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 6063.
3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO
THE SUBSTRATE WITH VULKEM 116 AD1[ESNE CAULK OR APPROVED EQUAL. .
2 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.
7) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGN
LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST.
8) INSTALLA11ON: FLANGE FRAME WINDOW IN CONCRETE OR 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.
9) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS. 10) INSTALL (B SCREWS OF SUFFICIENT LENGTH.. TO PROVIDE 3/4' IN EMBEDMENT INTO WOOD BUCKATALLOTHERFACTORYAPPLIEDINSTALLATIONHOLES. IF FACTORY APPLIED HC_ES ARE NOT PRESENT.
18 SCREWS SHOULD BE PLACED AT MAX. 6- FROM CORNERS &-MAX. 21' O.C. 11) IF E%ACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTIT' LISTED MIM
NEXT LARGER SIZE. FOP. THE APPROPRIATE DESIGN PRESSURE REO'D.
12) GENERAL 1450 SERIES PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TC THE 1550 SERIES.
G
ELEVATION
VIEWED FROM EXTERIOR
DATE 1 SYM REISON
1001 W. Crosby Rd. • Cartolllon, TX 75006 • P.O. 8m 819022 • Dcllos, TX 75381
INSTALLATION. [,.—TAIL
SERIES 1450/1550 FLANGE P%v
oA,w. a. a4o. e. u,_[ I . BB N/A
c0.oA o•I; t.4 .wiiR _
I'
SHEATHING
BY OTHERS
18 INSTALATION ANCHOR
CREW SHOWN (TYP.)
EXTERIOR
FINISH
BY OTHERS
PERIMETER CAULK
BY OTHERS
FIN TYPE WINDOW
FRAME HEADER
XT RI R
FIN TYPE — WINDOW
FRAME SILL
PERIMETER CAULK -
BY OTHERS
CAULK BETWEEN FIN
h SHEATING SHIM
SEE
AS REO'D.
NOTES)
MIN.
EMBEDMENT
FIN TYPE
WINDOW FRAMEtl" JAMB
2 % WOOD
BY OTHERS
SHIM A REO'D.
SEE NOTES)
SILL STOOL
BY OTHERS
M8 SCREW —
STIII INALATIONANCHOR
SHOWN TYP.)
EXTERIOR
FINISH
1" MIN, BY
OTHERS EMBEDMENT SHEATHING
SECTION I BY
OTHERS K8
INSTALATION ANCHOR SCREW SHOWN (TYP.) 2
X WOOD BY
OTHERS CAULK '
FTWEEN SHEA
0 & FIN 6Y
OI—RS 1"
MIN. EMBEDMENT
r
IV'
SHEATHING
BY
OTHERS f—
WINDOW WIDTH EXTERIOR FINISH BY
OTHERS EXTERIOR
PERIMETER
CAULK BY
OTHERS WINDOW
SECTION 2 HEIGHTWINDOW
WTH.—may ANCHOR (
TYP.) 0
O O 0 O
0
0 '2 7
24" O.C. MAX. (
TIP.) O
0 WINDOW
EQUALLY
SPACE ANCHORS (
TYP.) HGT.
0 0 O /
O SHIM
AS REO'D. 0 SEE
NOTES) 0 0 0. o 0 6' MAX (TYP.) 2
x WOOD BY
OTHERS 6 MAX. (TYP.) CAULK
BETWEEN WINDOW
PIN dt ELEVATIONSHEATHING VIEWED
FROM EXTERIOR'_ 6A
3 UF,
AZTR raAA+ e E{{
ipp[F,`-NTTGG'Eh'A pTT
1,4_
UiA1` -- 1Ti
AS l - R PALE # S— -+-•»` — COMPARATIVE
ANALYSIS k ANCHOR CHART WINDOW
DESIGN PRESSURE NO. OF #8 SCREWS NO. OF 0.090 DIA. NAILS SIZE (
INCHES) CAPACITY IN PSF REO'D. IN FRAME RED'D. IN FRAME MDTH/
HEIGHT EXTERIOR INTERIOR HEAD SILL 0-EA. JAMB HEAD SRL O EA. JAMB 16
X 30 109 109 2 2 2 2 2 3 t6
X 40 83 B3 2 2 3 2 2 3 16
X 50 63 63 2 2 3 2 2 3 x
6 2 2 3 20
X 30 86 86 2 2 2 2 2 20
X 40 73 73 2 2 3 2 2 4 20
X 50 59 59 2 2 3 2 2 4 20
X 60 48 48 2 2 3 2 2 4 28
z 30 57 57 2 2 2 28
X 40 52 52 2 2 3 2 2 3 28
z-50 46 46 2 2 3- 2 2 4 28
x 4 4 2 2 2 4 30
X 30 52 52 2 2 2 2 2 2 30
X 40 49 49 2 2 3 2 2 3 30
x 50 43 43 2 2 3 2 2 4 30
X 60 O 40 2 2 2 2 A 3e
X 30 41 41 2 2 38
X 40 40 40 3 3 3 3 3 3 38
X 50 40 40 3 3 3 3 3 4 38
X 60 40 ia 3 3 3 3 3 5 D
z 30 40 40 3 3 2 3 2 40
X 40 40 40 3 3 3 3 3 3 40
x 50 40 a0 3 3 3 3 3 4 40
x 0 4 a 3 3 3 3 5- 53
72 1a 4 4 1).
SHIM AS REO'D. ADJACENT TO 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 dr JAMBS. 4)
USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5)
GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 .GLASS CHARTS. SINGLE GLAZING
IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED. 6)
WHERE WATER RESISTANCE TEST REOUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITVE DESIGN LOADSWILLBELIMITEDTO40.0 PSG DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 7)'
INSTALLATION: FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO 13Y WOOD STUDS. USING 0.090 IN. DIA NAILS OR N8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1' EMBEDMENT INTO SUBSTRATE.
8)
IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT
LARGER SIZE. - 9)
GENERAL ALUMINUM'S 1140 SERIES 54NGLE HUNG 15 SHOWN. THIS PRINT ALSO APPLIES TO THE 1940 INSULATING
GLASS SINGLE HUNG SERIES. JAM*
1001
W. Crosby Rd.- Corrol8oa, TX 75006 • P.O. Bo. 819022 • Doha:, TX 75 w...
w oc—lla, ASSEMBLY
DRAWING SERIES
1140/1940 TOL SINGLE HUNG WINDOW BB
N A caw
a.rc o«c .w4c4 S-
RE` 9ON By ECN _ tl/05/01 B GEN-0013
SHEATHING
BY OTHERS
CAULK BEHIND FIN
EXTERIOR
FBY OTHERS
PERIMETER CAULK
BY OTHERS
FIN TYPE
WIND FRAME
HEADER
GLAZING — SEE NOTES)
EXTERIOR
FIN TYPE
FRAME Sit
PERIKIE
BY OTHCF
EXTERIORFINISH
BY OTHER
CAULK BI
HCA7HI1.,,
BY O7MCRs
I' HIM.
EHBEDHEMT
SECT I(IN 4
f—WINDOW v7DiM- HI MAXHISPACEPACE
2 % BY WOOD
BY OTHERS SHIM AS REO'D. 2 X WOOD
BY OTHERS
FIN TYPE WINDOW
8 INSTALLATION FRAME JAMB
ANCHOR SCREW
i' MIN.
SHIM AS REO'D. GLAZING EnBED -ENT
tSEE NOTES)
SHIM SPACE —I
EXTERIOR
PERIMETER CAULK
BY OTHERS
08 INSTALLATION
ANCHOR SCREW
EXTERIORFINISH CAULK BEH\FINBYTHERSSECTION
BY OTHERS
WINDOW vI07H {
WINDOWHEIGHT
VIHE
SHIM SPACE
M8 INSTALLATION
ANCHOR SCREW
2 X WOOD
BY OTHERS
COMPARATIVE ANALYSIS & ANCHOR CHART
DESIGN PRESSURE N0. Of a8 SCREWS NO. OF 0.099 DIA. NAILS SIZE
INCH[ $) CAPACITY IN PSF REQUIRED IN FRAME REQUIRED IN FRAME DTH/
HEIGHT E%TERIDR INTERIOR HEAD L SILL 2 EA. JAMB HEAD L SILL B EA. JAH3 IVIWINDOW20 . 30+0 AO 2 2 2 22 220X +0 20
x 50 0 00 02 23 32 3 20+
0 2 2 3 N.
30 0 0 2 2 2 30 . +
0 0 0 2 3 2 3 30
X 50 0 0 2 3 2 3 30 .
60 0 0 2 2 0
X 30 0 0 3 2 0
X ID 0 0 3 3 3 3 0
x 50 0 D 3 3 3 0
X 60 0 0 3 3 5 50 .
30 0 0 3 2 2 50
x +0 0 AO 3 3 3 50 .
50 50 .
60 0 0AO 03 33 1+
5 1 +
0 0 CENTRAL
FLORIDA R.®.A.F. MANUFACTURER
NAME: CFNER>
SL All/M//JUM WASTER
FILE # NOTES
1)
WHEREWATER RESISTANCE TEST REQUIREMENT OF 157. OF DESIGN LOAD APPLIES. POSITITIVEDESIGNLOADSWILLBELIMITEDTO +0.0 PST DUE TO vpTER TEST PRESSURE OF
6D PSF ACHIEVED IN TEST, 21 INSTALLATION:
FIN FRAMs WINDOW IN WOOD FRAMs OPENING EMI TWO M WOOD STUDS USINGaBSCREVE [IFWI SUFFICIENT LENGTH TO PROVIDE WITH EMBEDMENTINTO SUBSTRATE
OR 0099 IN DIA NAILS. 3) IFEXACTWINDOWSIZEISNOTLISTEDINANCHORCHART. USE QUANTITY LISTED WITH NEXT
LARGER SIZE. SHIM AS
REO'B. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SWIM EQUALLY SPACE -
MAX. ALLOWABLE SHIM STACK TO BE 1/4'. ANCHORS (T
YP.) 53WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 6) USELATEXCAULKBEMINDWINDOWFINATHEAD. SILL L JAMBS. TI USELATEXCAULKFORPERIMETERSEALAROUNDEXTERIOROFWINDOWFLANGE. 8) GLASSTHICKNESSMAYVARYPERREOUIRCMENTSOFASTME130DGLASSCHARTS. SINGLE GLAZING
IS SHOWN. INSULATING GLASS ALSO OUALIFIED. 9) GENERALALUMINUMS1100SERIESPICTUREWINDOWISSHOWN. THIS PRINT ALSO APPLIES TO1900SERIESPICTUREWINDOW. 6' MAX. (
TYP.) 6' MAX. (
TYP.) ---- ELEVATION VIEWED
FROM
Er.TER1OR
ONE BY WOOD NOS:
CAULK BE7VEEN BUCK BY OTHERS 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIV. MAX.
WOOD BUCK 6 ALLOWABLE SHIM STACK TO BE 1/4'
MASONRY OPENING INSTALLATION ANCHOR 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063,
BT OTHERS 3/16' DIA, iPP[ON USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD. SILL h JAMBS. a)
USE LATEX CAULK FOR PERIMETEP. SEAL AROUND EXTERIOR OF WINDOW FL -GE. SHIM
AS REO'D 5) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GL-SS CHARTS. CAULKBETWEENWINDOWSEENOTES) 61 DESIGN PRESSURE CAPACITY OF WINDOW t INSTALLATION IS LIMITED TG 40.0 PSF. FLANGE
t WOOD BUCK 7) FOR INSTALLATION OF FLANGE FRAME WINDOWS IN CONCRETE OR MASONRY OPENING. USE 3/
I6' DIA. TAPCON TYPE ANCHORS OF SUFFICIENT LENGTH TO PROVIDE HIN. 1-1/4' 1EMBEDMENTINTOSUBSTRATE. PLACE ANCHORS 6' MAX. FROM CORN[RS L 2/' O.C. MAX. CONCRETE
OR BE TVEEN. MASDNRYOPENINGOTHERS
1-1/4• MIN, dB) BUILD DOWN AROUND CURVED PORTION OF WINDOV FRAME TO BE ENGINEERED BY OTHERS. BY
EMBEDMENT BUILD DOWN MUST BE Or SUFFICIENT STRENGTH TO ADCOUATELr TRANSFER LOAD FROM WINDOW
TO THE STRUCTURE. 9)
ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO UNIT USE OF THIS T
TI/A- HAx PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS i
SMCH SPACE THAT CAN BE MANUFACTURED FROM THE 1450/1550 SERIES DESIGNER FIXED WINDOW FRAMING
SYSTEM. EXTERIOR
FINISH) I7'LO.RpIDAB.O.A-F. BY
OTHERS TC,ENTarRAI,F.
MANUFA.CTMER NAME:A,
PERIMETERCAULKBYOTHERS
t"tIS8G
FLANGETYPEFLi WINDOWFRAME HEADERGLAZING (
TYP.
SEE NOTES)
WINDOW EXTERIOR
BUCK HEIGHT ME
IGMT 1HEIGHT
HE SHIM AS
PEO'D 2 SEE NOTES) FLANGE TYPE
WINDOW FRAME
SILL ONE
BY
WOOD 1 PERIMETER CAULK
BUCK BY
OTHERS BY
OTHERS
I WINDOW WIDTH
SHin SPACf
ELEVATION BrTORH
R5
INISH J ° VIEWED FROM EXTERIOR CAULK BE7VEEN
WINDOW 1-11 HIN. FLANGE L
WOOD BUCK EMBEDMENT CONCRETE OR
INSTALLATION ANCHOR MASDNRY OPENING
3/16' DI.. TAPCON By OTHERS
I CAULK
BE
TVEEN WOOD BUCK B MASONRY OPENING
BY OTHERS SECTION 1
I n 7_
7i IL 0A-'- IR[VISION GAI HIM
SPACE
SHIM AS
RED'D 1-I/•• MIN. SEE NOTES)
EM3EDMENT FLANGE TYPE
r-
CAULK BETWEEN
WINDOW FRAME
WOAD BUCK t JAMB MA $
OPENING O BY
OTHERS4GLAZING(
111 `
INSTALLATION ANCHOR SCE NOICS)
3/16' DIA. TAPCON ONE BY
WOOD PERIMETER CAULK
BUCK BY OTHERS BY OTHERS
EXTERIOR FINISH
CAULK BETWEEN
BY OTHERS
VINDDV FLANGE VDOO BUCK
VINDOV VIDIN
CONCRETE OR MASONRY OPENING
SECTION 2
BY DTHERS
WINDOW WIDTH --
1 ELEVATION VIEWED
FROM
EXTERIOR 1001 W.
Crosby Rd. • Carrallim, TX 75006 • P.O. Bas 819012 • Dallas, TX 75381 INSTALLATION DRAWING
ONE BY BUCK SERIES 1450/
1550 DESIGNER PICTURE WINDOW a..NN
Al c.m tc c BB N/
A C [F
B•1L Cv4 w'if: 31 I
ECN _ 3/20102 B I GEN—OD2
SHEATHING
BY OTHER`.
CAULK Bi
EXTERIOR F
8Y OTHERS
PERIMETER
CAULKBYOTHERS
FIN TYPEFRAMEHE
FM TYPE —- FRAME SILL /
PERIMETER CAULK J
BY OTHERS
B INSTALLATION
ANCHOR SCREW (TYP.)
EXTERIOR FINISH
BY OTHERS
CAULK BEHIND FIN -
SHEATHING
BY OTHERS
I L'OWNRS
VSTALLATION
OR SCREW (TYP.)
SHIM AS REO'D.
SEE NOTES
1/t- MAX.
1 SHIM SPACE
INDOwHEIGHT
11/t- MAX,
SHIM SPACE
SHIM AS REO'D,
SEE NOTES
1- MIN. ` 7 X FRAMING
EMBEDMENT BY OTHERS
SECTION 1
N0' 1) DESIGN PRESSURE CAPACITY OF WINDOW k INSTALLATION IS 40.0 PSF.
1) INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO
BY WOOD STUDS. USING O.C99 IN. DIA NAILS. PLACE .099 NAILS 6' FROM
CORNERS MAX. @ 8' O.C. MAX. BETWEEN.
j) FOR INSTALLATION OF FIN FRAME WINDOW IN WOOD. FRAME OPENING WITH
Two BY WOOD STUDS. USING 18 SCREWS OF SUFFICIENT LENGTH TO
PROVIDE MIN, 1 IN. EMBEDMENT INTO SUBSTRATE. PLACE SCREWS 6 MAX.
FROM CORNERS k 2A' CC, MAX. BETWEEN.
t) SHIM AS REO'O. AD:ACEN'T TO EACH INSTALLATION ANCHOR WITH LOAD
BEARING SHIM, MAX. ALLOWABLE SHIM STACK TO BE 1/4.
51 WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6061
E) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL h JAMBS.
7) USE LATEX CAULK FOR PERIMETER SEAt.AROUND EXTERIOR OF
WINDOW FLANGE.
8) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300
CUSS CHARTS.
9) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE
ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT
STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE
STRUCTURE.
10) ELEVATIONS SHOW COMMON. CONFIGURATIONS. IT 15 NOT INTENDED TO
LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS
SHEET APPLIES TO ALL CONFICURATIONS THAT CAN BE MANUFACTURED
FROM THE 1100/1900 SERIES DESIGNER FIXED PICTURE WINDOW
FRAMING SYSTEM.
CENTRAL- FLORIDA B.O.A.F.
MANUFA:&URER NAME:
FNEIP.a Al /.n.T /./ 1 d
MASTER TME # 02
i- WINDOW WIDTH =1
WINDOWHEIGHT
o 0
ELEVATION
VIEWED FROM EXTERIOR
1/.- MAX.
SHIM SPACE TWO BY FRAMING
SHIM AS REDO. BY OTHE11RS
FIN TYPE—F---`- FRAME JAMB
IN
EMBEDMENT
SHEA71NG
BY OTHERS
GLAZING (TYP.) CAULK BEHIND FIN
SEE NOTES
EXTERIOR FINISH BY OTHERS
zETERIOReINsrALunaN
ANCHOR SCREW (TYP)
WINDOWWIDTH
PERIMETER CAULK
8Y OTHERS -
SECTION 2
I
HE
ELEVATION
VIEWED FROM EXTERIOR
CAULK BETWEEN -ODD
BUCK & MASONRY
OPENING BY OTNERS
ONE BY WOOD
BUCK BY OTHER
CAULK WINDOWFLANGEBETWEENWOODBUCK
CONCRETE OR
MASONRY OPENING
BY OTHER -
EXTERIOR FINISH
BY OTHER
PERIMETER CAULK
BY OTHER
FLANGE TYPE
WINDOW FRAMEHEADER
WINDOWHEIGHT EXTERIOR
FLANGE TYPE
WINDOW FRAMESILL
PERIMETER CAULKBYOTHER
ONE BY WOOD
BUCK BY OTHER
INSTALLATION ANCHOR BUCK WIOTH //
3/16- DIA. TAPCON EMIBEDMENT
FLANGE TYPE 1/1 SHIM IIr
SHIM AS REO'D.
SHIM AS REDD WINDOW FRAME SPACE MAX. I (SEE NOTES)
Q (
SEE NOTES) JAMB
I
Q
CONCRETE OR
Q
MASONRY OPENING
1 1/4" MIN.
BY OTHER
ENBEDMENi
1 3/1fi- DMAIOTAPCONOR
PERIMETER CAULK I QBYOTHERS _ CAULK BETWEEN
i 1- SHIM WOOD BUCK &
WINDOW WIDTH +{ MASONRY OPENING
sa.LCE MAX. BY OTHERS
W
HE
PRE CAST SILL
v a a
BY OTHERS CAULK BETWEEN W1NDO. FLANGE
PRE CAST SILL WITH VULKEM
SECTION 1 116 ADHESIVE CAULK OR SCHNEE
MOREHEAD MO ADHESVE SEALANT
N07ES:
EXTERIOR
CAULK BETWEEN EXTERIOR
WINDOW FLANGE FINISHBYOTHER
WON -BUCK
SECTION 2
ANCHOR (iTP.)
H J K
NDOW g / IGHT L11 1
1
WINDOW
1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX.
ALLOWABLE SHIM STACK TO BE 1/42) WINDOW -RAMS MATERIAL: ALUMINUM ALLOY 6063
3) USE LATE% CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS.SILL MUST BEATTACHEDTOTHESUBSTRATEWITHVULKEM116ADHESIVECAULKORAPPROVED EOUAL
1) APPLICATION OF VULKIM 116 ADHESIVE CAULK OR SCNEE-MOREHEAD 8500 ADHESIVE CAULKATFRAMESILLMUSTCOMPLYWITHSEALANTMANUFACTURERSRECOMMENDATION.
5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE
6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300GLASS CHART
SINGLE GLASS IS SHOWN. INSULATING GLASS IS ALSO OUALIFIED.
7) GENERAL ALUMINUM'S 1180 SERIES MODIFIED SLIDER IS SHOWN. THIS PRINT ALSO APPLIES TO
THE 1580 SERIES MODIFIED SLIDER INSULATING CLASS.
8) DRAWING APPLIES 70 INSTALLATON OF FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE
3/16" DIA IAPCON ANCHOR OF SUFFICIENT LENGTH TO PROVDE MIN.1-1/1 EMBEDMENT INTO SUBSTRATE
AT LOCATION SHOWN ON CHART.
9) SEE ELEVATIONS FOR KEY TO TAPCON LOCATIONS.
10) INSTALL /8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4 MIN. EMBEDMENT INTO WOOD BUCK AT ALL
FACTORY APPLIED INSTALLATION HOLES WHERE TAPCONS ARE REO'D.
11) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OVANIITY LISTED WITH NEXT
LARGER SIZE. .
ELEVATION
VIEWED FROM EXTERIOR
D
F
2
G
COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART
WINDOW SIZES DESIGN PRESSURE TAPCON ANCHOR LOCATION
INCHES) CAPACITY IN PSF REO'D. IN FRAME
WIDTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS
24 x 12 40 110 H,K A,G
24 x 24 40 67 H,K A,G
24 x 36 40 45 H,K A,G
24 x 48 40 40 H,K A,G
36 x 12 40 85 H,K A,G
36 x 24 40 45 H,K A,G
36 x 36 40 40 H,K A,G
36 x 42 40 40 H,K A,G
36 x 48 40 40 H,K A,G
36 x 55 40 40 H,K A,B,F,G
48 x 12 40 77 H,K A,G
48 x 24 40 40 H,K A,G
48 x 36 40 40 H,K A,G
48 x 42 40 40 H,K A,G
48 x 48 40 40 H,K A,G
48 x 55 40 40 H,K A,B,F,G
60 x 12 40 73 H,K A,G
60 x 24 40 40 H,K A,G
60 x 36 40 40 H,K A,G
60 x 42 40 40 H,K A,G
60 x 48 40 40 H,K A,B,F,G
60 x 55 1 40 40 H,K I A,B,F,G
72 x 12 40 70 H,K A,G
72 x 24 40 40 H,K A,G
72 x 36 40 40 H,K A,G
72 x 42 40 40 H,K A,B,F,G
72 x 48 40 40 H,K A,B,F,G
72 x 55 40 40 H,K .8,C.D,F,G
CENTRAL FLORIDA B. O. A. F.
MANUFACTURER NAME:
agG /CEA-L
MASTER FME # g
DATE v++WG NwME
ILWnd+ e. 3/20/02 I GEN0027
N..na. co,. .n .,Rw.uo... .....,. ,.,, .,_.,,...o,e. nru .-PL I•ea Aoe-cxa •w t•aa •ea-cw
1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX.
ALLOWABLE SHIM STACK TO BE 1/42) WINDOW -RAMS MATERIAL: ALUMINUM ALLOY 6063
3) USE LATE% CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS.SILL MUST BEATTACHEDTOTHESUBSTRATEWITHVULKEM116ADHESIVECAULKORAPPROVED EOUAL
1) APPLICATION OF VULKIM 116 ADHESIVE CAULK OR SCNEE-MOREHEAD 8500 ADHESIVE CAULKATFRAMESILLMUSTCOMPLYWITHSEALANTMANUFACTURERSRECOMMENDATION.
5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE
6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300GLASS CHART
SINGLE GLASS IS SHOWN. INSULATING GLASS IS ALSO OUALIFIED.
7) GENERAL ALUMINUM'S 1180 SERIES MODIFIED SLIDER IS SHOWN. THIS PRINT ALSO APPLIES TO
THE 1580 SERIES MODIFIED SLIDER INSULATING CLASS.
8) DRAWING APPLIES 70 INSTALLATON OF FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE
3/16" DIA IAPCON ANCHOR OF SUFFICIENT LENGTH TO PROVDE MIN.1-1/1 EMBEDMENT INTO SUBSTRATE
AT LOCATION SHOWN ON CHART.
9) SEE ELEVATIONS FOR KEY TO TAPCON LOCATIONS.
10) INSTALL /8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4 MIN. EMBEDMENT INTO WOOD BUCK AT ALL
FACTORY APPLIED INSTALLATION HOLES WHERE TAPCONS ARE REO'D.
11) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OVANIITY LISTED WITH NEXT
LARGER SIZE. .
ELEVATION
VIEWED FROM EXTERIOR
D
F
2
G
COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART
WINDOW SIZES DESIGN PRESSURE TAPCON ANCHOR LOCATION
INCHES) CAPACITY IN PSF REO'D. IN FRAME
WIDTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS
24 x 12 40 110 H,K A,G
24 x 24 40 67 H,K A,G
24 x 36 40 45 H,K A,G
24 x 48 40 40 H,K A,G
36 x 12 40 85 H,K A,G
36 x 24 40 45 H,K A,G
36 x 36 40 40 H,K A,G
36 x 42 40 40 H,K A,G
36 x 48 40 40 H,K A,G
36 x 55 40 40 H,K A,B,F,G
48 x 12 40 77 H,K A,G
48 x 24 40 40 H,K A,G
48 x 36 40 40 H,K A,G
48 x 42 40 40 H,K A,G
48 x 48 40 40 H,K A,G
48 x 55 40 40 H,K A,B,F,G
60 x 12 40 73 H,K A,G
60 x 24 40 40 H,K A,G
60 x 36 40 40 H,K A,G
60 x 42 40 40 H,K A,G
60 x 48 40 40 H,K A,B,F,G
60 x 55 1 40 40 H,K I A,B,F,G
72 x 12 40 70 H,K A,G
72 x 24 40 40 H,K A,G
72 x 36 40 40 H,K A,G
72 x 42 40 40 H,K A,B,F,G
72 x 48 40 40 H,K A,B,F,G
72 x 55 40 40 H,K .8,C.D,F,G
CENTRAL FLORIDA B. O. A. F.
MANUFACTURER NAME:
agG /CEA-L
MASTER FME # g
DATE v++WG NwME
ILWnd+ e. 3/20/02 I GEN0027
N..na. co,. .n .,Rw.uo... .....,. ,.,, .,_.,,...o,e. nru .-PL I•ea Aoe-cxa •w t•aa •ea-cw
CENTRAL FLORIDA B. O. A. F.
MANUFACTURER NAME:
agG /CEA-L
MASTER FME # g
DATE v++WG NwME
ILWnd+ e. 3/20/02 I GEN0027
N..na. co,. .n .,Rw.uo... .....,. ,.,, .,_.,,...o,e. nru .-PL I•ea Aoe-cxa •w t•aa •ea-cw
SHEATHING CAULK BETWEEN FIN SHEATHING 2 X FRAMING
BY
OTHERC
G BY OTHER BY OTHERS
CAULK BETWEEN
9 SCREW 'NSTALATION
I' MIN_
T
1/a MA%' I SHEATHING & FIN
SHIM AS REOD <--HIMSPACE BY OTHERS
ANCHOR (TYP.) SEE NOTES)
2 X FRAMINGExTERIORFINISHErOTHER$
BY FIN TYPE.1"MIN. OTHERS
FRAME EMBEDMENT
ERIMETE.'. CAULK
BY CiHE.<7
iiWINDOW
WIM SPACE
JAMB.
r
L-AAJrqe SCREW
INSTALATION
FiN TYPE I ANCHOR (TYP.)
VNDC,l SREO'D
FRAME HEADERNOTES) WINDOW WIDTH EXTERIOR FINISH
BY OTHERS
WINDOW EXTERIO PERIMETER CAULK
HEIGHT BY OTHERS
XT RI R FIN TYPE SECTION 2
vnNOOwFZIL 6-MAX.(TYP).—
EOUALLY SPACE 6' MAx.(TYP)
ANCHORS (TYP.
HEAD. SILL,
B7SILLO TN=
OI No
PERIMETER CAULK I ` 1/4" MA
Bt OTHER
X.
SHIM SPACE
SHIM AS REO'D I
IN
SI
CREW (
SEE NOTES) WINDOW INDOW \ INSTALATD\ ANC —OR (
TYP.) HEIGHT 2 %FRAMING \ By OTHERS \
x 7Ez
ORB:N5:- BY 0-
HERS CAULK BETWEEN COMPARATIVE ANALYSIS &
ANCHOR CUAN TITY CHART vnNDO'W
SIZE DESIGN PRESSURE g8 SCREWS REOD. 099 NAILS RED'D. IPJCHES CAPACITY
IN PSF IN FRAME IN FRAME WIDTH AND
EXTERIOR INTERIOR HEAD EACH HEAD EACH. HEIGHT SILL
JAMB SILL JAMB 24 x
12 40 40 2 2 2 2 24 x
24 40 40 2 2 2 2 24 x
36 40 40 2 2 2 3 24 x
48 40 40 2 3 2 4 . 36 x
12 40 40 2 2 3 2 36 x
24 40 40 2 2 3 2 36 x
36 40 40 2 2 3 3 36 x
42 40 40 2 3 3 3 36 x
48 40 40 2 3 3 4 36 x
55 40 40 2 3 3 5 48 x
12 40 77 3 2 4 2 48 x
24 40 40 3 2 4 2 48 x
36 40 40 3 2 4 3 48 x
42 40 40 3 3 4 3 48 x
48 40 40 3 3 4 4 48 x
55 40 1 40 3 1 3 4 1 5 60 x
12 40 73 3 2 6 2 60 x
24 40 40 3 2 6 2 60 x
36 40 40 3 2 6 3 60 x
42 40 40 3 3 6 3 60 x
48 40 40 3 3 6 4 60 x
55 40 40 3 3 6 5 72 x
12 40 70 4 2 7 2 72 x
24 40 40 4 2 7 2 72 x
36 40 40 4 2 7 3. 72 x
42 40 40 4 3 7 3 72 x
48 40 40 4 3 7 4 72 x
55 40 40 4 3 7 5 4- WINDOW
FIN & }
Tr'TT 1' 1G {y A SHEA--0NG
SHEATHING 0 2 0.AiC 1Vil LLI].lil,. 1 LOMDA B.0—AL , BY C-
HER 1- MIN. 0 EMBEDMENT i
MAI 1i.J'AC UR]ER MOE e SECTION 1ANCHOR (TYP.) 4' J L u./l^(//% NOTES24 D.C. 1) S=L•
AS R"LC'D. ADJACENTTO EACH INSTALLAT;O\ ANCHOR WITH LOAD MAX.(TYP). I AST ` FILE } B'e;RINGSHIMMAX, ALLOWABLE SHIM STACY TO BE 1/6'. -11 2) w:.00W
FRAME MATERIAL ALLOY 6063 WINDOW WIDHT 3) USE LATEX
CAULK BEHIND WINDOW FIN AT HEAD ,SILL & JAMBS. 4) USE LATEX
CAULK FOR PERIMETER SEAL ARC'JN0 EXTERIOR OF WINDOW _ FF. u1E. 5)
GLASS THICKNESS
MAY VARY PER THE REOUIPEMENTS OF ASTM E1300 ELEVATION Sn GLE GLAZINGISSHOWN. INSULATING GLAi= IS .ALSO OUALIFIED. EXTERIOR 6) DR'+
MNGAPPLIESTOINSTALLATIONOFFINFRAME —A JW IN WOOD FRAME OPENING VIEWED FROM EXTERIOR._ • ..... '*F Mal V. D,In1 ed. E,mw,N TS75Wf.F.O. b. 1190Z7. Owlet it 7591 Wl- TWO BY
W000 STUDS USING 099 IN Du Na:_5 .CFI_ /8 SCREWS OF SUFFICIENT -A LE'.;- TD P.?
v1DE MIN. t' EM3EDMENT INTO 5VE STR?'L. INSTALLATION DRAWING WOOD FRAME STRUCTURE 7) If -TACTWINDOWSIZEISNOTLISTEDINCNART, ;SE —CHOR OVANTITY LISTED WITH NE. LARGER SIZE. SERIES 1190 /1980 MODIFIED HORIZONTAL SLIDER 8) GE.E'
a AL ALUM-NUM'S 1180SERIES HORIZONTAL S'_DE= :S SHOWN, THIS PRINT ALSO ' / ORN SALE AF= ES TOTrr1980INSULATINGCLASSHORIZONTALSL:DER SERIES. CnKp BB N/A
10, v-p
D- OqN NGESER D.:I S,
IIC ve. 103/11/02 I GEN-002?
DWG N0: GEN-0452
MULLION
ANCHOR
BRACKET
WINDOW
FRAME JAMB
TYP.)
m
SECTION
L1
EXTERIOR
INSTALLATION MULLION
ANCHOR ANCHOR
TYP.) BRACKET
CF,li 1J[11'aL FL® 6i B. 0—
A.CTU ER N 0
rT MULLION
II I DIE NO. 1445
I II I
I II I
I II I
I II I
II I
I
INSTALLATION
ANCHOR
TYP.)
TES. FH E
8 SELF TAPPING a °
SMS (TYP.) o
SUBSTRATE
MULLION
DIE NO. 1445
A -A
Sr.
ELEVATION
6A P
41 SEE NOTES
2 & #3
SECTION B-B
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: _ _ _ _ ORN: JS APRVD: — — — — DATE: 3/1 % /02
DWG NO: O SCALE: HALF MATL' - - - - WI/FT: — — — — GEN-0452
PREPARED BY: .PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWY, HEATHROw, FLORIDA 32746 PHONE 407-805-0365 FAX 407-005-0366
i ,
k p-z"
GENERAL ALUMINUM CORP.
HORIZONTAL MULLION DESIGN LOAD CAPACITIES
EXTRUDED ALUMINUM TUBE MULLION #1445
WHEN USED FOR MULLING TRANSOM
FLANGE
HORZ.
MULLION
MULL SPAN>
WDW. HGT. V
53.000 61.000 74.000 96.000 106.250
26.000 222 153 92 38 26
38.375 198 135 80 34 23
50.625 190 126 74 31 21
54.625 189 125 72 30 21
55.625 189 125 72 30 20
63.000 189 124 70 29 20
72.000 189 124 70 28 19
NOTES:
CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1445 USED HORIZONTALLY.
CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN.
WINDOW HEIGHTS SHOWN ON "Y" AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS
BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT.
READ MULLION SPAN AND WINDOW HEIGHT IN INCHES.
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF.
PREPARED BY:
PRODUCT & APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-03651 FAX 407 805-0366
CA020039
12-Jan-2002
01-1201
GENERAL ALUMINUM CORPORATION
HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION DIE #1445
FLANGE
VERTICAL
S.H. SIZES
WDW. WTH. >
WDW. HGT. V
19.125 26.500 30.500 37.000 48.000 53.125
26.000 1609 1497 1497 1497 1497 1497
38.375 622 515 486 466 465 465
50.625 331 262 241 219 203 203
54.625 279 220 200 180 164 162
55.625 268 211 192 172 156 153
63.000 204 158 143 127 112 108
72.000 153 117 106 92 79 76
CHART APPLIES ONLY TO 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 & 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
kA rt
GENERAL ALUMINUM CORPORATION
HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION DIE #1445
FLANGE
VERTICAL
P.W. SIZES
WDW. WTH. >
WDW. HGT. V
16.000 24.000 36.000 48.000 53.125 73.000
16.000 1609 1497 1497 1497 1497 1497
24.000 622 515 486 466 465 465
30.000 331 262 241 219 203 203
36.000 279 220 200 180 164 162
48.000 268 211 192 172 156 153
60.000 204 158 143 127 112 108
72.000 153 117 106 92 79 76
CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT & APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-03651 FAX 407 805-0366
CA020123
FEB. 19, 2002
02-0217
DWG NO: J—OY'51
MULLII
ANCH,
BRACK
WINDOW
FRAME JAMB
TYP.)
STALLATION
CHOR
YP.)
8 SELF TAPPING
SMS (TYP.)
IwuL LIUN
DIE N0, 1446
SECTION A- A
MULLION
ANCHOR
BRACKET
o v
v a
a
4 4
SUBSTRATE
M JLLI ON
DIE N0. 1446
INSTALLATION
ANCHOR
TYP.)
SEE NOTES
2 & #3
v
1— 7 /8 "---,
SECTION B-B
CENTRAL FLORA B. O.A.F.
jMANUFACTURER NAME. - EXTERIOR ELEVATION -- E
MASTER FILE 5-
NOTES:
1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO.
1446, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM C OR P .
SIDE.
2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" CARROLLTON, TEXAS
DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETAIL
EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446
3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10
AREA: DRN: J S APRVD: — — — — GATE: 3 / 1 ' • SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT IN ITO WOOD
FRAMING. WT/FT: SCALE: HALF MATL: ---- DWG NO:
GEnI—v'_:i
PREPARED BY: PRODUCT TECHNOLOGY CORP.. 250 INTERNATIONAL PKWY, HEATHROYY, FLORIDA 3274i PHONE 407-805-0365 FAX 4:7—?;5—J'_ci
SHEATHING
BY OTHERS
STUCCO JORSIDING
BY OTHERS
PERIMETER
CAULK BY
OTHERS
LO IDT4 --
SHIM AS RE1010 INSTALLATION ANC..CP. —"--- DOGR WIDTH /<' MAX. SHIM SPACE TWO BY WOOD
SEE -NOTES) .2 SC.;1-1/8 HIM- BY OTHERS"
EM3E DMENT
CAULK BE
DOLE FLANGE TWO BY WOOD SLIDING GLASS
L SHEATHING BY OTHERS COOP. FRAME
JAMB
SLIDING GLASS DOOR
HOOK STRIP
1?\ fl \ 1 \ I I SHIM SPACE
SHIM NO ES) SEE NOTES)
1-1/8• MIN. -
EMBEDMENT
SLIDING GLASS
DOOR FRAME
HEAD
TEMPERED
GLASS (TYPJ
DOOR
HEIGHT
SLIDING GLASS I' DOOP.-FRAME
SILL
D
1 L
EMBEDMENTD
A I d A 1-1/4' M!N.'
ApA o
D I
LIBERALLY APPLT
CAULKING UNDER SILL
OR SET SILL, IN BED !NSTALLATICN ANCHOR
COI , OFCONCRETE3/IS' )IA. TAPCON INSTALLATIONANCHOR
R8 SCREW
TEMPERED GLASS
CAULK. BETWEEN T YP.) DOOR FLANGE L SHEATHING
iNSTALLATIGM AN'
HCR AS SCREV
TWG BY
WOOD BY OTHERS
CAULK BETWEEN
HOCK STRIP
L SHEATHING 1-
1/
8• MIN. EMBEDMENT SHEATHING •
BY
OTHERS
PERIMETER CAULK
BY
SHEATHING BY
OTHERS
TEMPERED GLASS OTHERS STUCCO
TYP.) STUCCO OR SIDING OR SIDING
BY OTHERS ByOTHERS SLIDING
GLASS DOOR INTERLOCK SECTION
B-
B HOOK STRIP DETAIL A N
DOOR
INSTALLATION SCRCIA( ALLOT 6C67. 2) O1-1/0'OSCR[IA MIST !E [f TUFFICIENr LENGTH TD KML WINO En rDHEH7 Df 1-1/B' INTO v000. TAC.IE TTPC INSTALLATION ANCHORS AT SILL MITT A Cr SUFFICIENT LENGTHTOA[HtEvE MIN EH THIS 7 [IF 1-v.• INTO NASOlRT [R CG.CRETC D1 INSLAILATIONANCHORCHARTCDN9ALIE.I U THIS SHEET. 1 USEIII. CCMIZED ACRTL IC CA(L-K ![MIND DOOR FLANGE AT UNDO L Jw lS. S) USE .cT DOZED SIZE ISCAU IS FOR PCR ANCHOR SEALUSE. A HOR IOR TI CQ'IST 6) IFEAACTDOORSIiCISNOTLISTEDInSIGNPRESSURE [HART, USEANCHOR OU.wiITT L[STED vI1H nE xT LARGER LIVE- FCR IZ AUSE CLO E DESIGN S RCP O. T) PLACEPOCAETD®1 SIZES USE . I. rST it*PASS DOOR SIZE L CONFIGURATION TO FINISHED OENIr4 B BPLACEINSTALLATIONAAAql . IN FRONT NE TS O STRIP AS T GLASS 8) GLOSSNITTHICKNESSAPOVVMSPERREOUIRE+G AS !K AST.N EGLAZED CLASS CHARTS. DOOR SILLISAPPROVEDUSINGTENPERCDGLOSSINTINGLEGLAZEDSINSULALERT1H4GLASS ID> JAM/ / SILL CORNERS ORE TO BE TEALn7 vITN A SN.LI JOINT rEw SEALER Il>. TH(N OT REC'0. AT EA SEi V INSTALLATION wCHORi NAx ALLOv1 hE SHIN Sf Kx TO4 1/.'. 1ZH ALLINSTALLATICNANCHORSMISTBEMADEOfCCRROSIOnRESISTwHAfCRIOttA1)1
V"ERE •x• REPRESENTS n v IMG PANEL w0 '0' REPRESENTS FIsCD PAS L APPRGvE0 C WIGURATICNS AREASLISTEDONANCHORCHARTONLACKOFTHISSHEET. 1.) NOT ALLC:NIGURATIEHS LISTED .30Vt ARE .— ON THIS DRAvING. HuvEVER INSTALLATION EXTERIOR ELEVATION SECTION: -
A-A'. 'I -I' L HGCK STRIP 3CTAIL -PIT TO INSTALLATICN OF ALL APPROVED COKIGWIATtO.S. Z
PANEL DOOR
SHOWN TS) RORIDA CxTRUDEBT 1000 ;<RIES SLIDING GLASSOOGR iS SNOVN THIS PRINT ALSO APP INS TO 2= SERIES wD
300 SERIES. REVI DESCRIPTION DATE
INI L 0 P, I D A IN TRI DOERS sarlFaRD FL. TITLE:
SLIDING GLASS
DOOR i INSTALLATION WITH =
8 SCREWS' I I DWYN
BY:33 APPP.OVED BY: 12002ATE: 12/
I ii Dl (SCALE: NTS IDKG 4`LE.=27 cH: l =F =
CONCRETE OR Sr.IH AS RE'C'D _ MAcE'NRY OPENING SEE NGTES) By C'r.E=S
CAULK BETWEEN
DOOR FLANGE
L V11 " BUCK CAULK BE
PERIHETER L.00D BUCK L
OPENINMAS'G
C AUL Y, bT Y OHERSBjOTHERS
STUCCO
BY
OTHERS INSTALLATION
ANCHOR RB
SCP,EV (TYP. WHERE— TAPCONS
ARE NOT REO'DJ SLIDING
GLASS DoeR
FRAME 7
SILLD
In.
A A ,
I 'jLLLJJJti
d / A
D
INSTALLATION
ANCHOR 3/
16- DIA. TAPCON INSTALLATION
ANCHOR B8
SCREv cT TP. WHERE ONE
BY WOOD TAPCONS ARE NOT REO'D.) BUCK
BY OTHERS 1
1/4' MIN. EMBEDMENT
SLIDING
GLASS DOOR
FRAME JAMB
D
T i SHIM SPACE P
SLIDING
GLASS DOOR
FRAME HEA
TEMPERED
GLASS (
TYP.)' DOOR
HEIGHTD
G
EMBEDMENT
d
1-1/4' MIN - LIBERALLY
APPLY CAULKING
UNDER SILL OR
SET SILL IN BED INSTALLATION ANCHOR OF
CONCRETE 3/16' DIA. TAPCON SECTION
A -A TEMPERED
GLASS IT
YPJ PERIMETER
CAULK
BY OTHERS
S.
G.D. WIDTH 111'
H<%. 'HIM SPACE 1
1/4' HIN. EMBEDMENT
ONE
BY WOOD 1
BUCK BY OTHERS CAULK
BETWEEN d
WOOD BUCK t HAS•
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 A.
CONCRETE
OR MASONRY
OPENING BY
OTHERS CONCRETE
OR MASONP,
Y OPENING BY
OTHERS INSTALLATION
ANCHOR 7 CAULK BETWEEN 3/
16' DIA. TAPCON WOOD BUCK B MAST.
OPENING 1BYOTHERSSLIDING
GLASS DOOR Q
CAULK BETWEEN HOOK
STRIP HOOK
STRIP L Q
WOOD BUCK I
1-
1/4• MIN. EMEEDMENT Q I
Q ONE
By WOOD — BUCK
BY OIHERS STUCCO
BY
OTHERS A
B.O.A.F.TEMPERED GLASS J TYP.) SECTION
B- ('')ACrURER SLIDING
GLASS D00R TIE. " s Y _•S. INTERLOCK MASTER
FILE # CHOOK STRIP DETAIL 1)
DOOR MATERIAL, ALWIMl1N ALLOY 6063. 2)
TAPCON TYPE INSTALLATION ANCHORS MUTT BE OF SIIFFICICMT LCNGTM TO ACHIEVE HIM EMBCDNENI DF
1-1/4' :MID MASONRY OR CONCRETE, O)
ALTCRNATE IAPCON INSTALLATION ANCHORS FRONI TO BACK IN ALL FRAME HEMBERS. 4)
IAPCON ANCHOR CHART ON BACK OF THIS SHEET. 5)
USE SILICONIZCD ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD L JAMIS. 6)
USE SILICONIZED ACRYLIC CAULK FOR PERIMCTCR SEAL AROUND EXTERIOR OF DOOR 7)
IF EXACT DOORSIZE IS NOT LISTED IN ANCHOR [HART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER
SIZE. FOR IHE APPROPRIATE DESIGN PRESSURE REO'D. B)
FOR POCKET DOOR SIZES USE CLOSEST BYPASS DDOR SIZE L CONFIGURATION TO FINISHED OPCMIN4 PLACE
7NUCONS. IN FRONT OF HOOK STRIP AS SHOWM 51
GLASS THICKNESS -1 VART PER REOUIREKNTS OF ASTM E1300 GLASS CHARTS. 10) ALL F<TDRI APPLICD HOLES MOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED vITH EB SCREWS OF
SUFFICIENT LENGTH TO PROVIDE MIM 5/8' EMBEDMENT INTO WOOD BUCK. lU
DOOR WIT S APPROVED USING IEMPCRED GLASS IN SINGLE GLAZED OR INSULATING BASS 121
JAMS / SILL CORNERS ARE TO BE SCALED VIIH A SMALL JOINT SEAM SEALER. 10)
SHIM AS REO'D. AT EA, SET OF INSTALLATION ANCHORS. MAX ALLOVABLE SHIM /TACK TO BE 1,..14)
ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS. IS>
vNERE •X' REPRESENTS MOVING PANEL AND 'DREPRESENTS FIXED PANEL APPROVED CONFIGURNS ATIOARE
AS LISTEDON ANCHOR CHART ON BACK DF THIS SHEET. 16) NOT ALL COWIGURA1lONS
LISTED ABOVE ARC SHOWN ON IMII DRAWING. HOWEVER INSTALLATION EXTERIOR ELEVATION SECTIONS -A-
A'. 'B-B' L HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED 2 PANEL DOOR SHOWN
CDNFI G)RATIDNS' 17> INSIALLONE TAPCON
IN EACH PAIR OF FACTDRI APPLIED INSTALLATION HOLES UNLESS NOTED OTHERWISE ON ANCHOR CHART. ICE 9ACK OF IMIS IHEET. is) FLDRIDA EXTRUDERS IDODSERIESSLIDINGGLASSDOORISSH41WN, THIS PRINT ALSO APPLIES TO 2000 SERIES AND 500
SERIES. REVI DESCRIPTION DATE JINI
EXTRUDERS L L P IDAINT. INC. SANFDP.D FL. TITLE: SLIDING GLASS DOOR
I INSTALLATIION WITH TAPCONS
I I DPawN BY:
BB I APPROVED BY: i I I •Tr. )
n T7C in; IC.-,) c. nITC ., ), .. rvnn-,N
TAPCON ANCHOR. CHART
NOMINAL DOOR DOOR QUANTITIES IN HEAD 8 SILL QUANTITIES 1N EA. JAMB QUANTITIES IN EA. HOOK STRIP
SIZE AND SIZE UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO
CONFIGURATION 45 PSF 60 PSF I 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF
4.068 xX. OX, X 48 X 80 3 3 3 4 4 4 3 3 4
506E xx, Ox. X0 60 X 80 3 3 3 4 a 4 3 4 4
6068 xx, OX, x0 72 X 80 4 4 4 4 4 a 3 4 5
6068 xx. Ox, X 96 x 80 5 5 5 4 4 4 3- 4 5
1006? xx Ox XO 120 X 80 6 6 7( ) 4 4 4 3 4 5
5080 XX, X, XO 60 x 96 3 3 3 5 5 5 4 5 6
I 15 ISOSOXx, Ox, XO 96 x 96 5 5 5 5 5
10080 xx OX, XO 120 x 96 6 A 7 (T)) 5 5 5 a 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 7 8
80100 xx. x x 96 X 120 5 6 6 7 (DI) 6 8 9
9068 OXO 109 1/8 X 80 5 5 6 4 4 4 3 4 5
12068 OXO 145 1/8 x 80 7 17 9 02) 4 4 4 3 4 5
15068 OXO 181 1/8 X 80 8 O D3) 4 4 4 3 4 5
9080 OXO I09 1/8 X 96 5 6 5++.4
4 6 6
12080 OXO 145 1/8 X 96 7 8 (D1 9`5)=' 5 r7. n. i r. u:..5 .• i;j5 4 6 6
150BO Ox0 181 1/8 X 96 8 5 5 5 4. 6 6
90100 OX 109 1/8 X 120 5 5 6:: _N.T1 6=..:'+ 1$1"=L DI) 6 8 10
120100 OXO 145 1/8 X 120 7 9 ( ) 10 ( ) 6 6 7 (DI) 6 8 10
9068 XXX 106 5/8 X 80. 5-:-.,-- _ g• .._=. 4 - 4 — 4 3 4 5
12068 XXX 142 5/6 X 80 7 7 8 (DI) 4 :
4
4,. "; 4 3 4 5
15068 XXX 178 5/8 X 80 8 4 4 3 4 5
9080 XXX 106 5/8 X 96 5 5 6 5 5 5 4 6 6
12080 XXX 142 5/8 X 96 7 8 (D1) 9 (D2) 5 5 5 4 6 6
15080 xxx 178 5/8 X 96 8 11 (D3) 13 5 5 5 4 6 6
90100 xxx 106 /8 X 120 5 6 6 6 7 6 8I 10I120100xxx1425/8 x 120 7 na 1n ( 6 6 7 6 8 10
10068 OXXO 119 5/8 x 80 6 6 7 (DI) 4 4 a 3 4 5
12068 OXXO 143 5/8 X 80 7 7 8 (DI) 4 4 4 3 I 4 5
16068 Xx0 191 5/8 X 80 9 10 (DI) 12 (D3) 4 4 4 3 4 5
10020 xxu b X '7b b 6 7 (D1) 3 7 4 b b
12080 OxxO 143 5/8 X 96 17 8 (DI) 9 02) 5 5 15 4 61 I 6
16080 OXXO 191 5/8 X 96 9 ip (n ) la (D5) 5 5 5 4 6 6
100100 OXX 119 5/8.x 120 6 6 7 (DI) b 6 7 cDll 6 5 IC
120I00 xx0 143 5/8 x 120 7 9 (D2) I 10 (D3) 6 I 6 17 I160100OXXO1915/8 x 120 10 (Dll 13 (U4) 16 (D7) 5 6 cDI) 6 8 10
12068 xxxx 141 1/4 X 80I 7 7I 8 (Dl) I 4 4I 4I 3I 4I 5
16068 Xxxx 189 1/4X 80 9 (D1) 10 (D2) 12 (D4) 4 4 4 3 4 5 10080
xxxx 11 1/a x b 6 7 (D ll 5 5 4 6 12080
xxxx I I 8<D1) S3(D]s) I 5 I I I I I 16080Xxxx1891/a X 56 9 cDl> 5 S a 6 6 100100
xxxx 117 I/4 X 120 b 6 7 (D1> 6 6 7 (DI) 6 8 10 IRMO
xxxx I 141 i/4 X 120 7 I S (Dll. I 10 (r) 6 I 6 17 (DI) I 6 I 8 I 10 160100
XXXX 189 1/4 X 120 10 (D2') 13 05) 15 (D7) 6 6 7 (Di) 8 t0 V
WIlm EEBANCHOR
NOTES: 1)
IN SOME CASES TAPCONS ARE P.EQ'D. IN
BOTH FACTORY APPLIED INSTALLATION
HOLE. 'DI' THP,U 'D7' DESIGNATES
IN WHICH SIZE & CONFIGUPEATIONS
TWO TAPCONS ARE PEO'.
2) '
DI" MEANS, INSTALL TWO TAPCONS IN
ONE SET OF INSTALLATION HOLES. 3) "
D2- MEANS, INSTALL TWO TAPCONS IN
TWO SETS OF INSTALLATION HOLES. 4) "
D3' MEANS, INSTALL TWO TAPCONS IN
THREE SETS OF INSTALLATION HOLES. 5) '
D4' MEANS, INSTALL TWO TAPCONS 1N 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 8
SILL NEAP- JAMB CORNER., IF NEEDED.
C:
LOCATIONS IN HEAD b SILL OTHER THAN
AS LISTED IN A 6 B. 10)
LOCATION OF ADDITIONAL TAPCONS IN JAMBS
SHOULD BE PRIORITIZED AS FOLLOWS:
A:
FIRST, ADJACENT TO LOCKS IN . JAMBS.
B:
SECONDLY, AT EACH END OF JAMBS NEAP,
HEAD S SILL CORNERS. C:
LOCATIONS IN JAMBS OTHER THAN AS
LISTED IN A 8 B. r
l O P 1 L A EXTRUDERS F
INT. INC. SANFORD. FL. SLIDING
GLASS DOOR. TAPCON
GLASS CHART e:
r_:•_:.e CIViL N.T.S.Ex9r,-
GENERAL ALUMINUM CORPORATION FLANGE
VERTICAL MULLION DESIGN LOAD CAPACITY CHART VERTICAL
ALUMINUM MULLION, DIE #1446 S.H. SIZES
WDW. WTH. >
WDW. HGT. V
19.125 26.500 30.500 37.000 48.000 53.125
26.000 758 705 705 705 705 705
38.375 293 243 229 220 219 219
50.625 138 109 101 91 85 85
54.625 108 85 78 70. 63 62
55.625 102 80 73 65 59 58
63.000 69 53 48 43 37 36
72.000 45 34 31 27 23 22
CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT & APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-0365 / FAX 407 805-0366
CA020035
JAN. 11, 02
01-1201
GENERAL ALUMINUM CORPORATION
VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION, DIE #1446
FLANGE
VERTICAL
P.W. SIZES
WDW. WTH. >
WDW. HGT. V
16.000 24.000 36.000 48.000 73.000
16.000 3026 3026 3026 3026 3026
24.000 1009 897 897 897 897
30.000 587 478 459 459 459
36.000 384 299 266 266 266
48.000 188 140 112 105 105
60.000 93 67 51 45 43
72.000 52 37 28 23 21
CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE
WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT & APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-03651 FAX 407 805-0366
CA020036
JAN. 11, 02
01-1201
yy
O/ -
MULLION
ANCHOR
BRACKET
WINDOW
FRAME SILL
TYPJ
WINDOW
FRAME HEAD
TYP.)
INSTALLATION
ANCHOR
TYPJ
8 SELF TAPPING
SMS (TYP,)
MULLI N
DIE NO. 1447
F6iiGkfiAp Rk 6Alb1
1RVT0 RER • 1 e
FILE # 6
SEE NOTES
2 & #3 ,
1-1v"- i
DIE NO, 1447
SECTI N
r
DWG No: GEN-0453
INSTALLATION
ANCHOR
TYPJ
SUBSTRATE
SECTI N A -A NOTES:
1) MULLI N INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1447,
WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WIND WS HEAD TO SILL. TI N ATTACH MULLION TO SUBSTRATE WITH 3/16' DIA.
0
I
2) IN MASONRY CONSTRUC
CONCRETE SCREW ANCHOR OF SUFFICIENT LTH, T ACHIEVE 1-1/4' MIN. EMBEDMENT INTO
CONCRETE OR MASONRY.
3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS
3 OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INT WOOD FRAMING.
4) MULLION ATTACHMENT IN SECTI N B-B IS TYP. AT JAMBS.
GENERAL_ ALUMINUM CORP
CARR LLTON, TEXAS
TITLE+ FIN HORIZ NAL MULLI N INSTALLATION DETAIL
t ALUMINUM TUBE MULLI N, DIE NO. 1447
EXTERI R ELEVATIONC AREA
DRN BB APRVD___- DATE3/17/02 iv
WT/
PTi SCALE HALF HATL DWG NO, GEN 045 f-
PRVAiRE4.w ROOT TECHNOLOGY CORP. 250 INTERNATIONAL PKWY., HEATHROW, FLORIDA 32746 PHONE 407-805-0365 FAX 407-805-0366
Tk ti
GENERAL ALUMINUM CORP. FIN
HORIZONTAL MULLION DESIGN LOAD CAPACITIES HORIZ.
EXTRUDED ALUMINUM TUBE MULLION#1447 MULLION
WHEN USED FOR MULLING TRANSOM
MULL SPAN>
WOW. HGT. V
51.000 59.000 72.000 94.000 104.250
25.000 232 157 93 38 26
37.375 206 138 81 33 23
49.625 197 129 74 30 21
53.625 197 128 73 29 20
54.625 197 128 73 29 20
62.000 197 127 71 28 19
71.000 197 127 70 27 18
NOTES:
CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1447 USED HORIZONTALLY.
CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN.
WINDOW HEIGHTS SHOWN ON ' Y' AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS
BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT.
READ MULUON SPAN AND WINDOW HEIGHT IN INCHES.
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF.
PREPARED BY:
PRODUCT & APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-0365 / FAX 407 805-0366
CAD20040
12-Jan-2002
01-1201
IDWG ri0: 1 04D-0
MULLI,
ANCH,
BRACK
WINDOW
FRAME JAMB
TYP.)
STALLATION
CHOR
YP. )
8 SELF TAPPING
SM S (TYP.)
IVI ULLI UTA
DIE NO. 1448
SECTION A- A
MULLION
ANCHOR
BRACKET
o v
v a
4
MULLION
DIE NO. 1448
INSTALLATION
ANCHOR
TYP.)
41 1 v
v ; ; °
SEE NOTES
a #2 & #3IIQ
EXTERIOR ELEVATIONMANUFACTURER y °
MASTER F' i' NOTES:
1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO.
1448, WHEN USED TO MULL SINGLE HUNG ..AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP.
SIDE. CARROLLTON" TEXAS
2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16"
DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETAi_
EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1448
3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10
SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD rARE ---- DRN: JS APRVD: — -- OATE:3 1?%
FRAMING. : HALF MATL. ---- DWG N0: GE+: C,- 0
PREPARED BY: PRODUCT TECHNOLOGY CORP.. 250 INTERNATIONAL PKWY, HEATHROW, FLORIDA 32746 PHONE 407-805-0365 FAX 407-_75-03c:
1
GENERAL ALUMINUM CORPORATION
VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION, DIE #1448
FIN
VERTICAL
S.H. SIZES
WDW. WTH. >
WDW. HGT. V
18.000 24.000 30.000 36.000 48.000 53.125
36.000 506 427 390 379 379 379
44.000 319 262 231 215 208 208
48.000 263 213 186 171 160 160
60.000 129 102 87 78 68 66
72.000 72 57 48 42 36 34
CHART APPLIES ONLYTO 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 8 APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-0365 / FAX 407 805M66
CA020037
JAN.11, 02
01-1201
GENERAL ALUMINUM CORPORATION
VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION, DIE #1448
FIN
VERTICAL
P.W. SIZES
WDW. WTH. >
WDW. HGT. V
30.000 43.000 56.000 63.000 72.000 88.000
28.000 565 565 565 565 565 565
32.000 380 378 378 378 378 3.78
38.000 236 226 226 226 226 226
42.000 182 167 167 167 167 167
56.000 72 60 57 57 57 57
60.000 57 47 43 43 43 43
86.000 18 14 12 11 10 10
CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT & APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250 CA020038
HEATHROW, FLORIDA 32746 JAN. 11, 02
PHONE 407 805-03651 FAX 407 805-0366 01-1201
IN
I<
7 S
1. TESTED IN ACCORDANCE WITH STANDARD BUILDING CODE. O-OPTER 17. TO A POSITIVE
AND NEGATIVE 37.5 PSF.
2. D.AS4 NLJABEFIS REPRESENT VARIOLS SECTION HEIO47S.
3. FOUR SECTION 7' HlfiN DOOR SHIO/N. 8' H16i DOORS HAVE
FLUE SECTIO S
4. SECTION HE IOHT OF 20.812. 19.00 ! 16.75 ARE AVAILABLE
AND MAY BE USED IN C'O•B INr. T ION TO A041EVE
VARI OLS HE DOORS.
5. EMEOSSENT PATTERN OF 14.50 X 20.375 SHONN. ALTERNATE
PATTERNS OF 12.50 X 43. 375 AND 12.50 X 20.375 MAY BE
ISED.
6. TORSION SPRINGS SHOWN- EXTENSION SPRINGS AVAILABLE.
7. USE THIS BRACKET, REF. P/N 405964-0002, ON
8' HIGH DOORS CNLY.
8. WINDOW MAY BE INSTALLED IN THE TOP SECTION OR THE
SECTION IK4kDIATELY BELOW THE TOP SECTION.
22'• XX 4'' WOOD611= WOODAA6OR
EOJIVALENT VP/
N405964-0001 TRACK
BOLT 5116
X 1 3/4'REF LAC
SCREW SCALE:
1/8 9.
THE STRUT PLACE6EN1 ON C100RS CCNSTRUCTED WITH 5 OR ADRE SECTIONS AIJST BE tnto• WITH
THE ODOR SHOWN. THE STRUTS FOR THE ADDtTIDNAL INTE TJT A
REV SECTIONS
SECTIONS ARE TO BE PLACED AS SFOwN ON THE THIRD SECTION. E R FOIE B REY 10.
A{ STRUT PLACIDANT DIAfNSION ON ALL SECTIONS LESS THAN 20. 812' A4 RED
JCEDBY THE DIFFERENCE BETWEEN IHE ACTUAL SECTION WIGHT f 20.812'. 11.
SCREW P/N 605911-0001 IS A 114• CIA X 5/8' LONG TYPE AB HEX HEAD AETAL SCREW e® 12.
POST TO BE INSTALLED ONLY WHEN HIGH WIND WARNINGS ISSI 1J.
SIRUT PLACEAENIS CAN VARY z3'. 14.
CUA NTI I FOR LOCKS CAN BE 0, 1, OR 2, TRACK
9s8
END HINGE 2.
09 3J- 000 I II
VIEW "
D-[Y 1/8" DIM 2'
TRACK 049
11-K (VERTICAL) I 311E-.
j SECTION "C-C" 2'
X 6' WOOD JM 9 2+
X UI WOOD JAA6 "D' SCALE: 1/2 OR
EOUI VALENALENi, I
ZCNTAL TRA(3C COLNTETSALANC.'
E ' 12
R OPTIONAL SPLICE IN HORIZONTAL
TRACK AT 407605-0004--, TOPOFRADIUSTYP2PLCS404828-
0003 D"
TYP 2 PLCS 405964-
0002 407605-
0003 TYP
2 PLCS 404828-
0003 PENIN3 /
Elan TYP 2 PLCS LVK,ESJ I i 18.
5 405964-0002 a 400650-000 St
HS-1 TYP
3 PL LEENINO
LEL(HT... _ _ .. 4076(IS-0002 T7P""
2-PLCS.. utN$ tr 046450-0003 404828-0003 TYP
2 PLCS 5.
00 36.00 E
STANDARD
TRACK DETAIL FOR 16' 405771-0001 404328-
0003 SCALE:
1116' • 1• TOA
FIXTURE i
t
OPTIONAL WINDOW DETA11-11 SCALE:
3/32 LATE
SHAFT 400650-
0004 TOP
ONLY rSPR
INC; ANCHOR EMRACXETI-
i DETAIL "
F" SCALE:
1/4 IT6'
WIDE) LER
SEE
NOTE4 CENTER
STILE P/N 408680-0004,5.E a2 3PLCS) r407603-
0001 9PLCS) 401199-0001 T
YP2 PI T_S I
jm uetnj jrorua rnmj --I 4041528-
0003 Z
1
mokx
will16-
0- MAX. WIDTH P/
N 409327-DO01 rE SERIES
280 TH?U 289 ARE EQUIVALENT CA'VSTRL.CT1CN 25CA STEEL SERIES
180 ARE SAW CLYdSTfiLCTICN AS SERIES 280 ONLY 240A STEEL ANDETDCAPSDOOR
TESTED WAS 281 SERIES. DOCK
WIDTH CENTER STILE ETD STILE aa; STRUTS/SECT. I ROLLER 1/ERTICAL T FONT) HARDWARE Jg16'
3 SINGLE YES HE 2" X 7/18• 049" T00 STD. SCALE:
1/18-1- INTERIOR
ELEVATION 1H
Irw wont RewGl Irrpwtta a Mf wv' rQtA( tI0E1n O Y•M» Om1 mrpyt to YIMre
M H \Mm P mIIEpR 1rt r• • ••'w anmw
ADO tutrA WHIR wweo w.. pp
Wvet R rtatmsm A Hb H ravetttrrW
Ola00®1Elr• nItOA M dr0 atJrnO ®t fMtla Mla toa 404828-
0003 / law
ta: AIY(x JT$ O1/ N/
A DAVID•FA 021 tf.
NR• w1o.0 P: NONE„ wtEAW DAV ID FAW 02l 1LSE
J3E
r y
I ---1 7/8' THC. SECTION "
A -A" SCALE:
1/4 DESIGN
LOAD 25
PSF ± Navel
TEST
LOAD 37.
5 PSF ± I
GHT SERIES'
280 t 180 RESI %T DR 18'-Q' MIAX WIDTHNOIb'IO 1°""
p- 409335 I-
J:.B 1. s 2
t
1
STRUT
0
DOORSECTI ON , I
0
1
1 I
7'
HIGH DOOR0575
4-
5/16 X 1
3/4 0 LAG
SCREW O
0 6.04 P
O
1-
4 . oo--I PIN
409328-0001 PLATE.HA-SPm
R"
PER w 1053106/98 0 0 REr
PER w 1D141 3113/66 C c REv
PEIi w 10/52 DEW 211/
32' I 2
7/76 1/8 .
091 MIN--
t— 2.25 F LENGTH
DOOR
WIDTH - i' Irw- 0
00 2T1' 0 9 O
LO1IffE/32 1
7/ I Of 17
5/
8 MIN
THC 4 5/8' 070 MIN-4—
o O O 27/i6'
P/N 400650-XXXX, ROLLED FS-X STRUT P/N 401199-
0001, TOP FIXTURE Pm 405771-XXXX BOT. FIXTURE PART N1.9ER IN.TFK STRUT F 3. FOR 180/280/
290/390 SERIES 400650-0001 .0 To HS-t ATTACH TO DOOR
WITH 400650-0004 .020 HS-0 4 SCREWS P/N 605911-0001 ATTACH TO DOOR WITH 3 SCREWS P/
N 605911-0001 P/N 061601-0000. SLIDE LOCK ASSY 0575 REF 0
0O
O 6.
00 0
0 L-
5.00—+
J P/N 409331-
0001 PLATE. FLOOR n// Pf1`sST
iLSSY SHOWINGFLOOR PLATE
P/H
409326-)
O= POST ASSY, VERTICAL 2 9/32
070 MIN 000
3 3/
16
o 0 OHO
4 7/
i6
F P/N 407603-
0001. CENTER HINGE STEEL DOORS ATTACH
TO DOOR
WITH 4 SCREWS P/
N 005911-0001 LATE 2.765
156
CIA 3.00- { .375
DIA P/N 608069-
0001 PIN 2 9/32
H' 0770T-M-
IN-
1 000 3
3/16
0 o 0 PM
407505-)COCK,
DO. HINGE RESID. STEEL DOORS
P RT MAGER '
Fr 407605-0002 .85
r--r-1
314' 0 0 T.
H 100 MIN—lf
P/N 405964
k 046450. BRACKET, SCAB PART. NNFIER -L
405964-0001 3-
1/4 046450-0003 4'
1 C 108
MI
144r
P/N 405964-
0002, BRACKET, SCAB JOINT SCAB BR4CKET DETAILS
407605-0001.10
4.56—+{ 407605-0004 1.35
407005-0005 1.w
ATTACH TO DOOR WI
TH 1.880 J- L rrF -•^_T I .T
r1 XF rO' 4 SCREWS P/N
605911-0001 1_V `..c 0 e w 4 L ,sw f ot: ur7 4t .44 w P/
N 404828-0003
ROLLER ASSY, TR-1 TR-1 ROLLER LOAD:
50 LBS. VAX. 6.25._..._-.__ —._ ..__ 1.25
i , 0 00 25
LTP/
N
408379-
0001
LINO 157 X.. 25 F
T.
50 REF I O 0 4.
00
Q
O
375 DIA 4
HOLES
P/N
408876-0001
SLPPORT ia e ram. r'
rw s. 0AP B7944--0001,
2.
3TERSTILE STD ON 180 SERIES
PM 408680-0004,5,E <;A NOT. -RE0'D ON-280 SER --"!'--- 105911-0001 OR cap`
1105879-0001(SELF-CRILLINGI '• i -C= /-!'(} • 1SECTION 'G-Go STEEL STRJTS 16-
WIDE
DOORS) WA DAVID
FAN 02/
19/>76 eWw»
4-4093 1 o r a/a: 4 EACH
AVID
FAX 02/19/SIB }/ ; 1 — 0 1 3
M I A M I DADE NI IAM I-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING .
BUILDING CODE COMPLIANCE OFFICE
METRO-DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33I30-1563
PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375-2901 FAX (305) 375-2903
Premdor Entry Systems CONTIL%CTOR LICENSING SECTION
911 E. Jeferson, P.O. BOX 76 (305) 373-2527 FAX (305) 375.2553
Pi urgh ,KS 66762
Your application for Notice of Acceptance
Entergy 6-8 S-W/E Inswing Opaque Sin
under Chapter 8 of the Code of Miami-Dac
CONTIL\CTOIt ENFORCES IEWr owisION
305) 375.2966 Fib.\ (305) 373.2908
I'ItODucr CONTROL DIVISION
305) 375-2902 FAX (305)3 72.6339
ulated Steel Door
Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this
product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the
use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined by BCCO that this product or material fails to meet the requirements of the South Florida
Building Code.
The expense of such testing will be incurred by the manufacturer.
ACCEPTANCE NO.: 01-0314.16
EXPIRES: 04/02/2006 Raul xoarlguez
Chief Product Control Division
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COrVIMITTEE
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.
u
APPROVED: 06/05/2001
Francisco J. Quintana, R.A.
Director
Miami -Dade County
Building Codc Compliance Officc
PRODUCT PRD R 'nD RR HURRICANE COOS ; MM-EDGE STEEL DOOR
In WOOD PRR'ff 6 PRODUCT CERTIPICRTIOn SHEET 4,
1(o .DaDv t4-C.."j. Valid for the following
side -hinged door arrangements: ocoRs - see,, nomim HEIGHT:
Single Door with Sidelite
Single Door with Sidelite on Hinge side on
Strike side DOOR STYLES: Single Door
with 2
Sidelites . houble Doors JIM Flush Arch Top
3-
panel 6-panel New England 4-panel Eyebrow 4-panel 8-panel 0131111 BOB 13 El
U-`
Ll
U0, 9-panel5-panel
5-panel with scroll Eyebrow 5-panel Eyebrow 5-panel with scroll SIDELITE STYLES: 13 CB
13 13
13 E3 13 0 13 13 EB 4 L J 11
1
680 Series 129 Series
200 Series 12R,12L,23R, 450 Series 152 Series 149 Series 23L,24R,24L Series
IMPRCT F muLTI-
ME-
STL-WO-OP Entergy" Entry Systems Out
C"firruinG Program
of Product knPMve,,iM4 makes specilicattions, design and Product detail subiect to chandt without notice.
Premdor Entry Systems ACCEPTANCE No.: 01-0314.16
APPROVED JE1N 5 nnt
EXPIRES April 02, 2006
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. SCOPE
1.1 This renews the Notice of Acceptance No. 00-0321.18 which was issued on April 28, 2000. It
approves a residential insulated door, as described in Section 2 of this Notice of Acceptance,
designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade
County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do
not exceed. the Design Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 The Series Entergy 6-8 S-W/E Inswing Opaque Single Residential Insulated Steel Door with
Sidelites — Impact Resistant Door Slab Only and its components shall be constructed in strict
compliance with the following documents: Drawing No 31-1020-EM-I, Sheets 1 through 6 of 6,
titled "Premdor (Entergy Brand) Steel Edge Single Door with Sidelites in a Wood Frames with a
Bumper Threshold (Inswing)," prepared by manufacturer, dated 7/29/97 with revision C dated
01115100, bearing the Miami -Dade County Product Control approval stamp with the Notice of
Acceptance number and approval date by the Miami -Dade County Product Control Division. These
documents shall hereinafter be referred to as the approved drawings.
3. LIMITATIONS
3.1 This approval applies to single unit applications of single door only, as shown in approved
drawings.
3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle
between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed in
non -habitable areas where the unit and the area are designed to accept water infiltration
4. INSTALLATION
4.1 The residential insulated steel door and its components shall be installed in strict compliance with
the approved drawings.
4.2 Hurricane protection system (shutters):
4.2.1 Door: the installation of this unit will not require a hurricane protection system.
4.2.2 Sidelite: the installation of this unit will require a hurricane protection system.
5. LABELING
5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance
6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of
Acceptance, clearly marked to show the components selected for the proposed installation.
6.1.3 Any other documents required by the Building Official or the South nori.,Building Code
SFBC) in order to properly evaluate the instal la f is s tem
Man el Perez, P.E. Product C r Examiner
2
Prod ontrol Division
Premdor Entry Systems ACCEPTANCE No.: 0.1-0314.16
APPROVED JUN
EXPIRES April 02.2006
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed
and the original submitted documentation, including test supporting data; engineering documents,
ace no older than eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city,
state, and the following statement: "Miami -Dade County Product Control Approved", or as
specifically stated in the specific conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if.
a. There has been a change in the South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code changes.
b. The product is no longer the same product (identical) as the one originally approved.
C. If the Acceptance holder has not complied with all the requirements of this acceptance,
including the correct installation of the product.
d. The engineer who originally prepared, signed and sealed the required documentation initially
submitted, is no longer practicing the engineering profession.
4. Any revision or change in the materials, use, and/or manufacture of the product or process shall
automatically be cause for termination of this Acceptance, unless prior written approval has been
requested (through the filing of a revision application with appropriate fee) and granted by this
office.
5. Any of the following shall also be grounds for removal of this Acceptance:
a. Unsatisfactory performance of this product or process.
b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any
other purposes.
6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the
Notice of Acceptance is displayed, then it shall be done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies,
shall be provided to the user by the manufacturer or its distributors and shall be available for
inspection at the job site at all time. The engineer needs not reseal the copies.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of
Acceptance.
C9. This Notice of Acceptance consists of pages 1, 2 and this last page 3.
END OF THIS ACCEP . NC
Manu Per z, P.E., Product Co ro Examiner
Prod u ontrol Division
3
J
4' MA
MA
15' MAX
15' MAX
15' MAX
O,C. A
15' MAX
O.C.
15' MAX
6' MAX
PREMDOR (ENTERGY BRAND) STEEL EDGE
SINGLE DOOR WITH SIDELITES IN
WOOD FRAME WITH BUMPER THRESHOLD
INSWING)
100' MAX
4' MAX
3' MA
15'
1AX E'
22' x
MAX
15'
MAX
64'
DLO
l5'_IS'
MAX MAX
4' MAX 4' MAX
3' MA.
MAX 14'
MAX
0 1/16' i 14
ON Is1. HIND j —MAx
4' MA
ON HINGC;[
MO
Mf0ELE660ESERIES
OR HARLOC DEADBOL
DEL 820
1/2,
KVIKSET LOCKSET
MODEL DL200 SERIES
DR HARLOC LOCKSET
MODEL T00
31 3/16' T{
ON HIN6[S
MT
14' _ 14'
MAX
MAX
4'
15'
IS' MAX
MAX
43 1 16'
TOP OF DOOR
TO ,T OF LOCK
5MlAX
MAX
4' MAX 3' MAX 3' MAX
3' MAX 3' MAX
NOTES: 4' MAX 4' MAX 4' MAX ' MAX
I,) WOOD BUCKS BY OTHERS. MUST BE ANCHORED
PROPERLY TO TRANSFER LOADS TO THE STRUCTURE,
2.) THE PRECEDING DRAWINGS ARE INTENDED TO
QUALIFY THE FOLLOWING INSTALLATIONS.
A, WOOD FRAME CONSTRUCTION WHERE DOOR
SYSTEM IS ANCHORED TO A MINIMUM TWO BY WOOD
OPENING. L.H. INSVING R.H. INSVING
B. MASONRY OR CONCRETE CONSTRUCTION WHERE
DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY
STRUCTURAL WOOD BUCK.
C. MASONRY OR CONCRETE CONSTRUCTION WHERE
DOOR SYSTEM IS ANCHORED DIRECTLY TO CONCRETE
MASONRY WITH OR WITHOUT A NON-STRUCTURAL
BY WOOD BUCK.
ALL ANCHORING SCREWS TO BE NIO WITH
MINIMUM 1 1/2' EMBEDMENT INTO WOOD SUBSTRATE
Nis
VHERE VAIN INFILTRATION
REOUIREMENT IS NEEDED I
VHERE VATER INFILTRATION
REOUIREMENT IS NOT NEEDED
T-ositive NUT AP RUVLUx 76.0 psF
x
OR 3/16' PFH TAPCONS WITH 1 1/2' MINIMUM EMBEDMENT i UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR
INTO MASONRY. OVERHANG SUCH THAT THE ANGLE BETVEEN THE EDGE OF CANOPY OR OVERHANG
4. UNIT MUST BE INSTALLED WITH 'MIAMI-DADE COUNTY TO SILL IS LESS THAN 45 DEGREES. UNLESS UNIT IS INSTALLED IN
APPROVED' SHUTTERS NON -HABITABLE AREAS VHERE THE UNIT AND THE AREA ARE DESIGNED TO
5. THREE STAPLES PER SIDE JAMB INTO HEADER ON SIDELITES ACCEPT VATER INFILTRATION.
AND DOOR, THREE STAPLES PER JAMB INTO BASE ON SIDELITES.
6, LATEX SEALANT TO BE APPLIED AT SIDE BY SIDE
JAMBS AND SIDELITES. uulcuLTssalu.rvc IEC
7. DOOR/SIDEL(TE HEADER, DOOR/SIDEL(TE JAMBS, AND SIDELITE BASE meaosuusaI Taz
CORNERS ARE COPED AND BUTT JOINED.
8 DOORS SHALL BE PRE -PAINTED WITH A VATER-BASED EPDXY RUST
I x 1 1/2' MINIMUM EMBEDMENT
PER HEAD L SILL, (6) PER JAMB
TERNATE: 3/16' PFH TAPCONS
1 1/2' MINIMUM EMBEDMENT
1PLES
SEE OTET5)
A 80 I1/16'
MAX
MAX
148 x 1 3/4' F.H.W.S
3) PER SIDE FROM
JAMB INTO THRESHOLD
APPi-V;VEO AS CC-APLYING WITH THE
COUTHF I AOBUILDINGCODE
OA E j
By IvLl" iS1
PR00 TC TROLOIVISION(J
BUILDING COOE CCAIPLIANCE OFFICE
ACCEPTANCE NO.OI - 031L1' I (o
INHIBITIVE PRIMER PAINT WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. PRENUR LNIKT Y LMJ 31-1020-EM-1
9. FRAMES SHALL BE PRE -PAINTED WITH AN ACRYLIC LATEX VATER-BASED/ 911L.UTUM
VATER-REDUCIBLE WHITE PRIMER WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. 1`11111A 1191v SHEET 1 OF 6
Tpr¢pwlu E
INTERIOR
FLU I IUN A -A
INSWING pTHER CpNFIGURATIONS
GLAZING DETAIL
I1 6B 3/4' I I _ 68 3/e _
I- MAX Ij IF MAX TISHERVINVILLIAMS850A28EXTERIORGRADELATEXCAULK
EXTERIOR
APPROV=D AS COMPLYING Yt1TH THE
INTERIOR SOUTH FL4RIDA BUILDING CODE [lDGli Ul[5 al[4 iVaC
UlE4 at[4 St4IDrt IRS
4L : K
1 / DATE SUN NrINFF
BYZA
GLASS BITE 29 PRODU ONTROLDIVISIONPREMDORENTRY SYSTEMS BUILDING CODE
COMPLIANCE OFFICE 511 E. .DtFRmt 1/8'
TEMPERED GLASS ayX'FPTANCE NOD\'()31 ( I lc PIIIS9fk Q f6v 37 t/
2' —H MAX 1-1020-
EM-1 SHEET 2
OF 6 Qwslo+tUlte
C
68 3/4' MAX
4' MAX
t' MAX
4' MAX
4' MAX 3" MAX
33' MAX 3- MAX 4'
MA IS' 14' MAX
MAX 15'
MAX O.
C. 15'
MAX O.
C. 15'
MAX D.
C. 15'
MAX O.
C. 15'
MAX D-
C. II
II
1
j4.
I
j-'MAX I 4'
MAX-1 L- O
0
ir4
MAX 11-
MA% 1-M4' 1 AX
15'
MA
I
IS'
IS' MAY
MAY 6'
MAX 3' MAX 4'
MAX-:]3' MAX 3' '
MA% 4'
MAX 4' MAX MAX
n /
V\ 80
11/16, MAX
OTHER
DOUR CnNFIGURATIONS IN'
MAX 4'
MAX-4•
4'
MAX A.
4' MAX 4'
MAX 3' MAX 3' MAX 3'
MAX 3" MAX 4'
MA IS' j MAX
MAX 4' MA 15'
MAX D.
C. 15'
MAX O.
C. 15'
MAX aC.
15'
MAX O.
C. 15'
MAX C.
C. II
I
I 14.
i
MA% I 4'
MAX-1 L_ O
O
ir4
MAX I
L11 nnxJ Hnx I II
liFMAX
I I5,
MAY
15' MAX MAX
Is"
J_ IS" J 6'
MAX 3' MAX 1 • 4'
MAX 3' MAXMAX 3'
MAX-3' MAX 4'
MA 4' MAX 4'
MAX Ax o
x o 68
3/4• MAX 4'
MA 4' MAX 4'
MAX 3'
MAX 4' MAX 3'
MAX 3' MAX 14•
15' MAX MAx
MAx MAX
I r JL4' MAX 115' 1S' MAX 15'
MAX D.
C. 80
11/l6' 0 15' MAX MAX
D.C. O
IS' '
MAX D.
C. 4'
MAX 15'
MAX D.
C. MAX
r'AX—'II I L MAX
MAX AX
3' MAX- 3'
MAX 4' MAX 3•
MAX 4•
MAX 4'
MAX 4'
MAX XD
80.
11/ MAX
CC1.
IPLYINGV14TH THE MAX
O
NG
CODE FRODu
t' CNTFOL DIVISION 911 E. FFERSON 8VILDIN
f)OECOMPLIANCE OFFICE PITISM, a ( ACCEPT
10.0l-0 (.1Lo O
37
1/2' MAX 4'
MAX 4' MAX MA%
4'
MAX- 3'
MAX I4' MAXTLT_/
MAX--
JJ. 15, MAX MAX O.
0 15'
MAX O-
C. 15'
MAX 80 11 16" G.C. MAX IS'
MAx CI-
C. 15'
MAX 6'
f
I i
E4N 14'
J I— 14' MAX
MAX 3'
MAX 3" MA 4'
MAX 4'
MAX X
31-
1020-EM-I SHEET
5 OF 6 REVISION
LGIER
am 1/4' SHIM MAX
r— 3/4"
80 11/16"
MAX
INTERIOR
79 5/16"
MAX
B-B
2 BY WOOD BUCK
1 1/4"
EXTERIOR
MATERIAL
ITEM NO. DESCRIPTION
WOOD HEAD JAMB
COMPRESSION WEATHERSTRIP
WOOD STRIKE JAMB
ALUMINUM -BUMPER THRESHOLD
Q TOP CHANNEL
STFFI SKIN
BOTTOM CHANNEL
WOOD LOCK BLOCK
STRIKE STILE
HINGE STILE
LOCK PREP FILLER PLATE
4'x4' HINGE
WOOD HINGE JAMB
N10-24 x 1/2' F.H.M.S.
N10 X 2' F.H.W.S.
LIST
PART NUMBER COMMENTS
EM-14 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIV
rM-pc; I nrvzrprrN npAAIn I nYCCAI gZSn (RanN71
M- 2 1 1/4' X 4 9/16' MTL TO BE PINE OR EQUIVALENT
EM-15 PREMDOR BRAND OR EQUIVALENT - 1 1/4' x 4 9/16'
EM-08 PREMDOR BRAND - 1 11/16' - 20 GA STEEL
26 go. (017 ID04 -.000) xrx llli[BIoo(SSSDPR 06t[TESI RIRRI 6 of
BASF FOAM - DENSITY 2.0 TO 2.5 lbs./Ft'
EM-07 PREMDOR BRAND - 1 11/16' - 20 GA STEEL
EM-09 4' X 9 1/2' MTL. TO BE PINE OR EQUIVALENT '
EM-06 PREMDOR BRAND - 1 11/16' - 20 GA STEEL
EM-05 PREMDOR BRAND - 1 11/16' - 20 GA STEEL
EM-10 PREMDOR BRAND - .050' THICK- MTL. TO BE POLYETHYLENI
EM-16 HAGER BRAND HINGE OR EQUIVALENT - .097 THICK (STEEL
EM-13 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
4) SCREWS PER HINGE INTO DOOR
5) SCREWS THROUGH HINGE JAMB INTO SIDELITE JAMB, 8' DOVN FROM T01
MAX 18' O.C. THEREAFTER ,
10) SCREVS THROUGH STRIKE JAMB INTO SIDELITE JAMB, 4' DOVN FROM IC
MAX 8' D.C. THEREAFTER
4) SCREVS THROUGH EACH HINGE INTO DOOR JAMB
6) SCREVS THROUGH EACH SDELITE JAMB INTO SIDELITE, 4' DGVN FROM
TOP, MAX 15' O.C. THEREAFTER
REFER TO ELEVATION VIEV, FOR I OF SCREVS USED AND LOCATIONS
EM-28 15/16' X 1 11/16' MTL TO BE PINE OR EQUIVALENT
2) SCREWS AT EACH STRIKE PLATE
KWIKSFT BRAND ?00 I OCK OR HARI OC BRAND IOO IOCK
U SIDELITE WOOD STILE
19 N8 x 2' F.H.W.S.
0 LOCKSET
1 NOT USED ON THIS MODEL
WOOD SIDELITE JAMB
22- X 64- SINGLE PANEL GLASS
SIDELITE TRIM (WOOD)
WOOD CASING
WOOD SIDELITE HEAD JAMB
WOOD SIDELITE BASE
POLYPROPYLENE LITE FRAME D
N6 X 1 1/2' PAN HEAD SCREWS
Q PIN NAIL
DOW SILICONE 995
LIMITS: UNLESS NOTED, FRAC. DEC.
EXTRUSIONS UNLESS NOTED, STD. COM1. TOUS.
1 I FNF,INFFR:
sr} 0'Enis C
k9mi n
E/g-1711- UPj
L( NTROL DIVISION (
BUILDING CODE COMPLIAI-E OFFI
ACCEPTANCE NO.( - i l
EM-19 11 1/4' X 4 9/16' MTL. TO BE P
EM-20 ILP tLU
T MP,R`
N rASrrKUrTLLNt t KAML— UL-109J — WUL-1
EM-21 5/16 x 1/2' MTL. TO BE PINE OR EQUIVALENT
1/9' x V MTL TO BE PINE OR EQUIVALENT - ITEMS ARE MOLDINGS USEEM-22 FOR 'SIDE BY SIDE JAMBS' AS MULLIONS
EM-23 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
EM-24 1 1/4' X 4 9/16' MTL TO BE PINE OR EQUIVALENT.
1643, ODL-2 HP Polypropylene by ODL
18 PER FRAME SCREV SPACING TO BE 3' IN FROM EACH CORNER AND NETOEXCEED14' OC THERE AFTER.
3/4' LONG NAIL, V IN FROM END, MAX 8' D.C. THERAFTER, USED ON MULLIONS AND TRI
ANG, B 1 DADE COUNTY MODIFICATIONS 1/11/01
A DDED PAGE 5 (DOOR OPTIONS) 10-1-98
PREMDHR TR ENYSYSTEM 911
E. JEFFERSON PITTSBURG,
KS. 66762 31-
1020-EM-I A
SHEET 3 OF 6 REVISION
LETTER B
2 BY WOOD BUCK
1/4" SHIM MAX
3/4"
T I (5---
79 3/16"
INTERIOR I MAX
80 11/16"
MAX
2 BY WOOD. BUCK
1 1/4"
EXTERIOR
PLEASE SEE "GLAZING DETAIL"
DRAWING #31-1020-EM-I
SHEET 2 OF 6
1 1/4"
DOW SILICONE #995
APPROVED AS COMPLYING WITH THE
SOUETM FL ` BI'IN y ESECTIONC-C 0"
BY
u
PRODU T C ROL DIVISION
BUILDING CODE COMPLIA"" OFFICE
ACCEPTANCE NOCALK.•j
0
OTHER DOOR PANEL STYLES
0I Io- M A X
79 /16
00
goo
Dn Duo ®® ®e®
DD DD o0 000 ®® Boy DD DD OD DD DD000
MAC x DD 00 DD 80 ouo ®® v o 0
pp Duo ® DQ 000 00 00 00 00 Da
BLANK TOP 6-PANEL 4-PANEL 9-PANEL 10-PANEL 18-PANEL FLUSH B-PANEL CRDSSBUCK 12-PANEL 4-PANEL 5-PANEL 5-PANEL 5-PANEL 5-PANEL
4-PANEL EYEBROW W/SCROLL EYEBROW EYEBROW
V/SCROLL I
OTHER SIDELITE STYLES
30,,
M A X
m
79 F/16" '
o 0 0
ME 1 D 0 D
SL-ID SL-20 SL-30 SL-60 SL-50 SL-50B SL-69A SL-69B SL-69C SL-25 SL-55 SL-30D SL-40 SL-90A SL-90B SL-90C SL-30B SL-30C SL-70 SL-80
Do aD ®® CG 9 DD ® ® H D8 00
DD DD 00 DD DD DD DD DD 00 00 00 DD DD 00 o 00
PD-1 PD-2 PD-3 PD-4 PD-5 PD-6 PD-7 PD-8 PD-9 PD-10 PD-11 PD-12 PD-13 PD-14 PD-15 PD-16 PD-17
W W
F OLL
0 O
S U
O O ZZz
u J O OS- m
O W ZQccODWW
w OILrul00
C,tu
PD-18 PD-19 PD-20 PD-21 PD-22 PD-23 PD-24 PD-25 PD-26 PD-27 PD-28 PD-29 PD-30 PD-31 PD-32 PD-33 PD-34 a o m cra m' <
LIMITS LWSS NOTED, FRAC : DEC = ANC
CKTRUSID6 UNLESS NOTCD, STD CUtt. TOLT
8® LIR REVISI1DiS DAIS 81
PART NONE PREMDOR ODOR OPTIONS
Oft 81 J.D. DAiE / MAi'l- I SCALE
00 00 VDU DUD U0o 00 00PREMDOR ENTRY SYSTEMS 31-1020-EM-I
PD-40 PD-4l PD-42 PD-43 PD-43A PD-43B PIIISM, KS 66762 SHEET 6 OF 6
PD-35 PD-36 PD-37 PD-38 PD-39
REVISION lET1CR