HomeMy WebLinkAbout190 Venetian Bay Cir (2)PERMIT ADDRESS
CONTRACTOR Morrison Homes
151 Southhall Ln #200
ADDRESS Maitland, FL 32751
407-257-6940
CRC 041929
PHONE NUMBER
PROPERTY OWNER
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
FEE
PERMIT NUMBER FEE
1
SUBDIVISION %MOWTM4 vbAwv'%
PERMIT # DATE
PERMIT DESCRIPTION _A-d4A# srwf
PERMIT VALUATION
SQUARE FOOTAGE Z=
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En
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OF
j City of Sanford
Certificate of Occupancy
This is to certify that the building located at 190 Venetian Bay Circle for which permit number
04-699 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 04/29/04
Engineering:
D. Richards 05/06/04
Public Works:
R. Buckner 04/28/04
Utilities:
R. Blake 05/03/04
Fire Department:
N/A
Zoning:
N/A
Morrison Homes .Qo v.,.,` 05/06/04
Property Owner Building Official Date
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
SINGLE FAMILY RESIDENCE****
DATE:
PERMIT #:
ADDRESS:
CONTRACTOR:
PHONE #:
04/27/04
04-699
190 VENETIAN BAY CIRCLE
VENTETIAN BAY
MORRISON HOMES
KEVIN 407-832-5990
Chi
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
N/A
Zoning N/A
Licensing N/A
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
1 Oy
E)2U I U n 1'4-
w/o 3q5a,O
CERTIFCATE OF OCCUPANCY 1'i}-1" "v«" 7 •/
REQUEST FOR FINAL INSPECTION('
SINGLE FAMILY RESIDENCE****
DATE: 04/27/04
PERMIT #: 04-699
ADDRESS: 190 VENETIAN BAY CIRCLE
VENTETIAN BAY
CONTRACTOR: MORRISON HOMES
PHONE #: KEVIN 407-832-5990
The building division has prepared a Certificate of Occupancy for the above
location and is requesting final inspection by your department. After your
inspection, please sign off and date the C. O. or submit addendum if it has
been denied or approved with conditions. Your prompt attention will be
appreciated.
Engineering Fire N/A
Oublic Works a-1' Zoning N/A
Utilities Licensing N/A
CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
j
CERTIFCATE OF OCCUPANCY
REQUEST FOR FINAL INSPECTION
SINGLE FAMILY RE 19RTAMKLIST - UTILITIES DEPT. Request
Received -----------To Utility Inspector----------- INITIM
S DATE DATE:
04/27/04 Utility Inspector's Final FDEP
Clearance - Water ---------- ---------- PERMIT #:
04-699 FDEP Clearance - Sewer ---------- ---------- City
Services Easements --------- ---------- ADDRESS:
190 VENETIA XPfn(!}P - VENTETIANIRV -------------------- ---------- ----------
CONTRACTOR: MORRISON
HOMES PHONE #: KEVIN
407-832-5990 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
7 Z
zUtil' If,es 49 S3
Fire Zoning _
Licensing
N/
A
N/A
N/A
CONDITIONS: (TO
BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL)
LMBC0401 CITY OF SANFORD 4/27/04
Address Misc. Information Maintenance 09:40:16
Location ID . . . 240945 '
Parcel Number . 23.19.30.5-0000-0380
Alternate location ID
Location address . 190 VENETIAN BAY CIR
Primary related party
Type information, press Enter. Special
Sequence Code(F4) App Free -form information Date notes
1.00 CSVC UT LOT 38 ************ 10904
7_.U_G CSVC UT SW DEV FEE $1700.00 WA DEV FEES
T-.Uu CSVC UT BP - PD 1-8-04 SEE REC6
7 CSVC UT WA METER SET FEE $190.00 PD - - 4 4
5 = CSVC
T u
UT 1090T -
More...
F2 Address F3=Exit F5=Notes display F6=Change display F9=Parcel Notes
F10=Subdivsion Notes F12=Cancel
CER.TIFCATE',O,OCC.UPAN"CY
FOR FINAL INSPECTION
SINGLE FAAHLI' : R'TPREMOULLST' TIL11 IES 0EPT'
iRequest Received -----------To UtUi> ln pwot::
DATEJ4li?;(i U ti I i t •-Inspector's Fd JI)EP. Clearance.,
Woter 69 Sewer PERMIT
fDEP ClearanceServicesEasements.-..'J"-
L: -- — -- — - — - — - ADDRESS: 190 VENETIATV9A1"
V&re flu VENTETIAN AXV ------------ 4,
HOMES F
7 "
iONTRACTOR: ORRISON' P-iv p
832% 990.
PHONE#:.1!"""" VINUT' -5 6
Thebuildini si
jg.
ar6d'a`CertificateofOccupancy for 'the above - location And is r 'quesfin
fina!,insoeci" y your'deartment. ion b P Afti ryourep" .inspection, please sign off
and date theCO"'' bmit addenor, "dum if it has sudenied or approved wit co.nditions.'.:
Y been h our prompt.Attention,Willbeappreciated. neering 'OFire N/A DEngi
OPublic
Works 2 OZoning- N/A
ZZ Utilities OLicensing N/A L5'
17r _q Z; kv
CONDITIONS: (TO
BE COMPLETED ONLY IF
APPROVAL IS CONDITIONAL)
LMBC0401 CITY OF SANFORD
Address Misc. Information Maintenance
5/03/04
16:09:52
Location ID . . . . . . . 240945 '
Parcel Number . . . . . 23.19.30.5-0000-0380
Alternate location ID . .
Location address . . . . . 190 VENETIAN BAY CIR
Primary related party . .
Type information, press Enter.
Sequence Code(F4) App Free -form information Date
1.00 CSVC UT ************LOT 38 ************ 10904
CSVC UT SW DEV FEE $1700. A DEV FEE $650.46 56
3.00 CSVC UT BP - PD 1-8-04 SEE REC6
4. Ob CSVC UT 'WA METER SET FEE $190.00 PD - - 4 46zSU4
7_.UU CSVC UT REC -TUM
6.06 _
7_07 _
T.-n _
7-.Uu _
Special
notes
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 29, 2004
City of Sanford Building Division
P.O. Box 1788
Sanford, Florida 32772-1788
RE: Lot 38 Venetian Bay , 190 Venetian Bay Circle
To Whom It May Concern,
The finished floor elevation of the structure located at:
190 Venetian Bay Circle, Sanford, Florida
Legal Description:
Lot 38, "Venetian Bay", according to the Plat thereof, as recorded in Plat Book 63
At pages 84 through 88, Public Records of Seminole County, Florida.
Meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec 6-7(a).
Sincerely Yours,
Herx & Associates I
C,Z!P, 9m
Darae L. Przemieniecki , P.S.
Associate Vice President
DLP/bb
FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077
NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005
ELEVATION CERTIFICATE
Important: Read the instructions on pages 1- 7.
SECTION A - PROPERTY OWNER INFORMATION For lnsurarxeCompany use:
BUILDING OWNER'S NAME Policy Number
MORRISON HOMES
BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number
190 Venetian Bay Circle
CITY STATE ZIP CODE
SANFORD FL 32771
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 38 "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):
W - ##' - ##.##" or ##.### #) ® NAD 1927 NAD 1983 USGS Quad Map ® Other. Plat
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER I B2. COUNTY
E
NAME I M. STATE
C" OF SANFORD / 120294
B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S)
NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREASED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding)
12117CO035 E 4-17-95 4-17-95 X 9.60
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9.
FIS Profile FIRM Community Determined ® Other (Describe): Development Engineering Plans
B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): _
612. 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
aocurately 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, ARIAE, AR/A1-A30, ARIAH, AR/AO
Complete Items C3: a-i below acoording 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) 16. 0 fL(m)
o b) Top of next higher floor NA . _ft.(m)
o c) Bottom of lowest horizontal structural member (V zones only) NA . _ft.(m)
00
o d) Attached garage (top of slab) 15. 7 ft.(m) 101, E
o e) Lowest elevation of machinery and/or equipment
w
Q „Q
servicing the building (Describe in a Comments area) 15.4 ft.(m) AC Service E
o f) Lowest adjacent (finished) grade (LAG) 15.3 ft.(m) z' 0 p'r
o g) Highest adjacent (finished) grade (HAG) 15.4 ft m)
o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA
o i) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm) Fl. Professional Surveyor and Mapper No. 6030
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information.
I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available.
I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001.
CERTIFIERS NAME Darae L Przemieniecki LICENSE NUMBER PSM 6030
TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Associates, Inc.
ADDRESS CITY STATE ZIP CODE
769 Dou las Avenue Altamonte Springs FL 32714
SIGNATU _ DATE TELEPHONE
Q,L 4-30-04 407-788aM
FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions
IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use:
BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number
190 Venetian Bav Circle
CITY STATE ZIP CODE I Company NAIC Number ISANFORDFL32771
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 a on page 1, refers to Air conditioner Service slab.
Check here if attachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F,
Section C must be completed.
Ell. 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 (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(crn) above the highest adjacent
grade. Complete items C3.h and C3.i on front of form.
E4. The top of the platform of machinery and/or equipment servidng 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 communitys floodplain management ordinance?
Yes No Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMAassued or community -
issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and E are correct to the best of my knowledge.
PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES NAME
ADDRESS CITY STATE ZIP CODE
SIGNATURE DATE TELEPHONE
COMMENTS
Check here if attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the communitys 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 Seddon E for a building located in Zone A (without a FEMA issued or communityissued 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 DATE
COMMENTS
Check here if attachments
FEMA Form 81-31, January 2003 Replaces all previous editions
lU{[Y OF ii[MlUOi[
IMPACT FEE O7hT[MU]NT
ISSUED DY CITY OF ShNFORY)
GTh7ErTNT NUMBER 104-75797
DUILDJUG PERMIT OMBEER: ITY //CO 0TY MU>|8ER:
UNIT ADCRE S: /7 ^/ // /// -----------
TRw[7C ZO][: JURISDICTION: Pb,
S2C: Z^ TWp: P@ > PARC[L: _.___._.___ .
U[i IVICIO: /f TRACT_
PLAT BC OK: PLAT B[U \AGE: ^-L ELOCK: yv ----' ~-.-
ADDRESS: --------'`/Y' /'-- '-!;-///-r /!!`-----/---' ------'
APPLICANT yPIE: - -
7'------------------------' -' -----' ------' ---- ADDRESS:
LAND UEE CATEGORY: 001 - Single Family Detached House
TY|'F i2N[I Reoide//lial
WO:'K D[(>C;RIPTION: Single Family Huuse: D2tuchcd - Construc|icr/
F[ BENEFIT RATE FEE UXIT RATE PER M & TYPE TOTA'- DU[
TYrE DIST SCPEC[LE DESC. UNIT OF UNI03
050 -_ --------_----------------------_ ----------------------------------------
ART[Rlh S (11O-WIDE O dwl unit 1 705.00 1 1 705.00
o]ADS
OLL[CTO G NORTH O dwl unit 5 142.00 1 142.00 `
LIDRPRY co -WIDE O dwl unit 1 54.00 1 5 54.00
8C{|O[kS CO -WIDE O dwl unit $1,384.00 1 s 1,30n.o0
AMOUNT DUE ' a 1,2)wo0
OTA1[M[Nl
D[CLIV[D DYo SIGNATURE-. y,
U`i [AS[ P\lHlHAME) DAT[
NOTE
TO RECEIVING SlGFAT[RY/APPLICAUT: FAILURE TO KOTIFY OKKER PM) TIi';[
LY PhYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *10': DISTRIBUTION:
1-CCUN7Y 3-CITY 2-
A"PLICAYT I COUNTY P[.
DSO>8 ARE ADVISED THAT THIS IS A STATEMENT OF FEES NH]CH ARE
DU[ AND PAYABLE PRI[R TO lSSUAK[E OF A BUI\j0IKS PERMIT.. riRvow
ARE hLBO ADVISED THAT ANY RIGHTS OF THE A01PLICANT. OR OWN:R TO
APPEAL THE CALCULATIONS OF TFE ROAD, LlBPORY SYSTEM PNDAU| DiJCATIO:
lt)'- SCHOOL) IM&ACT FEES MUST DE EXERCISED BY FILlN(*1 0
HKI77EN RE[UEST WITHIN 45 CALFNDPR DAYS OF THE RECEIVING DATE
A8OVE, BUT NOT LATER THAN CERTIFICATE OF OCCU?ANCY U."'. CCUPANCY.
TPE REC[EST FOR PEVIEy MUST MEET 7FE REGUI9ENFNTO OF T\|[ C(
0 TY 1.014D DEVELOPMENT CODE. COPIES [F THE RULES GOVER4lN3 AvPEA'S i(
AY BE PICKED UP, OR REnUESTED, FROM TVE PLON IMPLEMFNThTI0N OFFlO0: 1101
VhQT FIRST STREET, S=OND, FLORIDA 32771; (407) 665-717/l. PAYMENT
S[[[LD BE PACE TO: CITY OF OAKFORD MliDlKG
P|]`hRTM[]{[ 300
HORll| PARK AV\UU[ PAYPENT
E[CULD RE BY CP[C% OR MONEY ORDER, AND SVC\.LD PEFFR)!KC[ T||,:
ST0T1.,*1yl1:,NT UUHB[R AND CITY DUILDING PERMIT NUMBER AT THE TO::` iA].
T OF WA|
THIC STATEMENT IS VALID OA'-Y IN COXJUNCTIUM WITH ISSUANCE OF A*?,: NNA'>
11=|1*911=11SIKELE FAMILY BUILDING
N
Lin
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0
Herx & Associates Inc.
L a n d S u r v e y i n g
769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808
Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping
LINE
L I
L 2
4.3
6' BRICK WALL
SET 5' OFFSE
LOT 37
70.30'
OJ
ko
Ln
to
1a
CN
ZE
Map of Survey
BEARING
N 00a00'00'E
S 00w00'17-E
RIVERVIEW AVENUE
LI
1 LOT 38
A' GRADING N
6.915 SO. FT.
10.0 10.
b
18.0,
LANAI o
22.0'
m
11971)
BROOKWOOD II
ELEV. A.B.0 6 D
SINGLE FAMILY RESIDENCE
FIN. FL. ELEV: 15.7
In
70'D
Ln • 7.0'
40'W
n
0
10.0 13.0'10 p
20.0'
Co
N
L2
of0r. Q
DISTANCE
60. 00 .
60. 00 '
4.3'
OFFSET
Z"o
Con
r tir
Lnwwo r
ko ;D
dz
rim rm LOT 39
rT 1
n
mrnmz
u
IN) 0.0 01
N
CIL EL L%
P.C.P. N 00° OO 17 W - t 273. 87' - - - P.CC
REFERENCED BEARING \
CIL VENETIAN BAY CIRCLE
50 ' R/W) TRACT -F " PR I VATE. ROADWAY
CITY OF SANFORD
LEGAL DESCRPTION.' Lot 38. " V E N E T I A N BA Y
occordng to the plot thereof os recorded in Plot Book 63.
at pages 84 - 88 or the Pubic Records or Seminole County. Florida.
FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone "X"
according to the Flood hslronce Rote Map Comntnity Panel Number
120289 0035E.Dated 0 4 / 1 7 / 9 5
City or Sanford Comity Number 120294)
General Notes:
1. This is a BOUNDARY Survey performed in the field on PROPOSED
2. No aerial, surface or subsurface utility Installations, underground Improvements or
subsurfacelaerial encroachments, if any, were located.
3. Building ties shown are to the exterior unfinished foundation surface or formboard.
4. Elevations shown hereon, If any, are assumed and were obtained from approved
Construction plans provided by the Client unless otherwise noted, and are shown
only to depict the proposed or actual difference in elevation relative to the assumed
temporary Benchmark shown hereon.
5. The parcel shown hereon Is subject to all easements, reservations, restrictions, and
Rights -of -way of record whether depicted or not on this document. No search of the
Public Records has been made by this office.
6. The legal description shown hereon is as furnished by client.
7. Platted and measured distances and directions are the same unless otherwise noted.
0 Denotes X- iron rod with yellow plastic cap marked LB4937 or LS3182, or
SS- Iron rod with red plastic cap marked 'Witness Corner. unless otherwise noted
O Denotes P.C.P. (Permanent control point)
Denotes Permanent Reference Monument
SETBACKS:
Max Coverage - 52 s:
Front 25' Rear 20' SITE DATA
Side 5 ' Corner IS' WERWOUS SO. FT. _ 46y
Mm aim Lot Width 60' LOT S0. FT.
IMPERVIOUS AREA-3.188 50.FT.
Note: Beorings shown hereon ore referenced to the C/L
or VEWT14N BAY CRCLE as beilg N 00°0017-W.
Vertical datum is bored on NGVD per Engineering
construction plans by Ned H i I I e r Eii neerng. hc.
Job Number 2001.
Legend
0 Temporary Benchmark
O/3 Offset
assumeddatum)
O.R.B. Official Records Book
BOW Back o! sidewalk
PB Plat Book
CJL Centerline
PC Point of Curvature
FCC. Point of Compound Curvature
e ntral rCentralor (Delta) Angle P.C.P. Permanent Control Point
CALC Celcula Pepe
CB Chord Bearing P. R.M Permanent Reference Monument
CD Chord PA- Property LineC.M. Concrete Monument P.O.B. Point of BeginningEL.. ELEV Elevation
P OC Point of Commetioemen!
FINAL EL Elevation (Measured) P.1. Pbinf of Intersection
FD. Found PRC. Point of Reverse Curvature
Fin Fl. Elev. Finished Floor Elevation PT. Point of TangencyI.P. Iron Pipe R RadiusI.R. Iron Rod RAD Radial Line
L Arc Length
RES. Residence
LB Licensed Business R1W Rightof-WayLS. Land Surveyor TBM Temporary BenchmarkMeeMeasuredTYP. Typical
NID(NdD) Nad and Disk
Fence symbol (see drawing) N.R. Not Radial
X—X—X- Fence symbol (see drawing)
CortlNcation: Not valid without the signaturo and the original ra/sod soar
of a Florida iiconsod Surveyor and po
This survey meets the require nfs the FI a Minimum Technical
nrds
es contained in e r G f7- lorida Administrafive e.
Sketch or Legal Description
O .-.Urn t 4/Ylt[ This is not o Survey
William A. Herx, P.L.S. Florida Registered d Surveyor No. 3102
Darae L. Przemienieckl, P.S.M. Registered rveyor end Mapper No. 6030
William R. Henx, P.S.M. Registered Surve and Mapper No. 6092
Herx 6 Associates Inc., State of Florida LB 4937
Drown by: CAI
Chocked by: DP
Prepared For: MORRISON
Job Number: 02-017-02
Scale : 1-- 30'
PloI plon performed: 08-07-03
FoundOrion Survey:
Final Survey:
Revisions .
rl!60
Permit # : l/
Job Address: AD
Description of Work:
Historic District: Zoning:
CITY OF SANFORD PERMIT APPLICATION
Date: 1 270.3 •:
Value of Work:
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)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
XCole,
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage:2g90 •
Construction Type: GM u. # of Stories: , # of Dwelling Units: _L Flood Zone: X_ (FEMA form required for other than X)
Parcel q: 23—1 % — 30— 6-02— 0000— 0 8, 0 (Attach Proof of Ownership & Legal Description)
Bonding Company: NH
Address: NA t NOV O C ?8 8 3
Mortgage Lender: AA
Address F .rr,
Architect/Engineer: /N ir_it, r-7y t:(_.= .. Poe: ,.
aa eTAIC ?Mt—Ar, /tom fL 3 17 F x ::: Address:
Application is hereby made to obtain a permit to do the work and installations as indicated. Icertify that no work or installatioa tmmenced 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: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO -RECORD A NOTICA 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
kvcr'
ditio I permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of pe ido at I will notify the owner of the property of the require en of Flo a Law, FS 713. ^
C%J8Z03 • e,
Signatur f \ ner/Agent Date Signature ntractor/Agent Date19 ?
s MAC S S/ . a 7 V
g N Print Owner/Ag Print Contractor/A
ai
cccg ¢ Signature o Notary -St a of Florida ffate Signature of Notary- o otf Florida D e
x
aa i Qio8W
s, { rQ Owner/Agent is v Personally Known to Me or Contractor/Agent is Personally Known to Me or
r.• _Produced ID NA _ Produced ID N/tE
04,
A. PPL. 2' -1 0ATIONAPPROVEDBY: Bldg:y(- Zoning: Utilities: FD:
Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date)
Special Conditions:
N
Ln
O
O
Herx & Associates Inc.
L a n d S u r v e y i n g
769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808
Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping
Map of Survey
LINE BEARING DISTANCE
L I N 00°00'00-E 60.00'
L 2 S 00°00'17-E 60.00'
u
w, •
frt
LOT 37
PALM DRIVE
LI
LUI Jai-
A' GRADING N
6.915 50. FT.
0.0 10.
LANAI c
18.0' '
o
22.0'
11971)
BROOKWOOD 11
ELEV. A.B.0 A 0
SINGLE FAMILY RESIDENCE
FIN. FL. ELEV: 15 7
M O
L o
Ln a
7.0'
70'0
40'W
L2
00 a C
ko p - ro ,- P ti
z to
Q 3: in rn
Rl rn I
nlm
m
zti
NA
CIL EL_L%
P.C.P. N 00°00'17-W4273.87'
REFERENCED BEARING
CIL
50 ' R/W ) TRACT "F " PRIVATE ROADWAY
CITY OF SANFORD
LEGAL DESCRPTION.' Lot 38. " V E N E T I A N BA Y
occordng to the plat thereof as recorded in Plat Book
of popes - of the Pubic Records of Serninde County. Florida
FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone X'
occorcing to the Flood Insurance Rate Map Comrunity Panel Naker
120289 0035E.Doled 04117195.
City or Sanford Community Nmber 120294)
77
LOT 39
P.c— Pe-- - \
SETBACKS:
Mox Coverage - 62 X
Front 25' Rear 20' [SI—TEDA TA
Side 5 ' Corner IS' WERVIOUS SO. FT. - 46X
Mnnurn Lot Width 60' OT S0.FT.
IMPERVIOUS AREA -3.188 SO. FT.
Note: Bearings shown hereon are referenced to the CIL
of as being N 00°0017'W.
Verticd dotun is based on NGVD per Engineering
construction plans by Ned H i I I e r Engineering, Inc.
Job Number 2001.
Legend®
General Notes:
Proposed Temporary Benchmark
Gvs
ORB
Offset
Official Records Book
1. This Is a BOUNDARY Surveyperformed in the field onP assumed datum)
PB Plat Book
2. No aerial, surface or subsurface utility installations, underground Improvements or BOW Back of sidewalk PC Point of Curvature
subsurface/aerial encroachments, If any, were located.
CrL Centedine
PCC Point of Compound Curvature
3. Building ties shown are to the exterior unfinished foundation surface or formboard.
a
CALC
Central or (Delta) angle
CalculatedCB
P.C.P. Permanent Control Point
4. Elevations shown hereon, if any, are assumed and were obtained from approved Chord Bearing
Pape
plans provided by the Client unless otherwise noted, and are shown CD Chord
RP.R.M..Constnrction Permanent Reference Monument
on to depict theproposed or actual difference in elevation relative to the assumedIYp C.M. Concrete Monument
P.
P.O.B.
UnaProperty
egiPointofBeginning
temporary Benchmark shown hereon. EL. or ELEV Elevation P.O.C. Point of Commencement
5. The parcel shown hereon is subject to all easements, reservations, restrictions, and FINAL EL. Elevation (Measured)
R Point of Intersection
Rights -of -way of record whether depicted or not on this document. No search of the
FD.
Fin.Fl. Elev.
Found
Finished Floor Elevation
PRC. Point of Reverse Curvature
Public Records has been made b this office. Y I.P. Iron Pipe
PT. Point of Tangency
6. The legal descrfption shown hereon is as furnished by client. I.R. Iron Rod
R Radius
7. Platted and measured distances and directions are the same unless otherwise noted. L Arc Length
RAO
RES.
Radial Line
Residence
Denotes SS' Iron rod with yellow plastic cap' marked LB4937 or LS3182, or LB Licensed Business RNV Right -of -Way
Iron rod with red plastic cap marked 'Witness Comer, unless otherwise noted. LS Land Surveyor Tam Temporary Benchmark
O Denotes P.C.P. (Permanent control point)
Mee
NiD(N&O)
Measured
Nad and Disk
TYR Typical
Denotes Permanent Reference Monument N.R. Not Radial Fence symbol (see drewing)
X—X- Fence symbol (see drawing)
Certification: Not valid without the signature and the original raised seal
of a Florida licensed Surveyors or
This survey meets the req nis of the lorkia Minimum Technical
ten s es contained iry far 61G17 Florida Administrative Code.'
Darae L. Prxemienlecki, P.S.M. Regis(W Surveyor and Mapper No. 6030
William R. Herx, P. S. M. Registered Surveyor and Mapper No. 6092
Herx 6 Associates Inc., State of Florida LB 4937
Sketch of Legol Description
This is not o Survey
Drown by: CAI
Chocked by: DP
Prepored For: MORRISON
Job Number: 02-017-02
Scale : 1"- 30'
Plot ppion performed: 08-07-03
Foundolion Survey:
Fine 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
ti
Ln
0
0
P.C.P.
CIL
50
Map of Survey
LINE BEARING DISTANCE
L I N 00'00'00"E 60.00'
L 2 S 00'00'17'E 60.00'
LOT 37
70.30'
PALM DRIVE
LI
LOT 38
A' GRADING N
6.915 SO. FT.
10.0 10.0
N
18.0'
LANAI o
m
22.0'
LO
1971)
t7 BROOKWOOD 11
Lp ELEV. A.B.0 A 0
SINGLE FAMILY RESIDENCE
FIN. FL. ELEV: 15.7
C.N n o
Ln ^
o
70.0
140 w
7.0'
10.0
0
13.0'10 p
20.0' 10.0
o
0] N
N
V1
N
ul
L2
rl
M'
CIL EL . L%
N 00- 00 ' 1 7 "W - l 273. 87 '
REFERENCED BEARING
R/W) TRACT -F' PRIVATE ROADWAY
CITY OF SANFORD
LEGAL DESCRPTION• Lot 38. " V E N E T I A N BA Y -
occordng to the plot thereof as recorded in Plot Book
at pages - of the PLbic Records of Seminole Coufty, Florida.
FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone "X'
occordng to the Flood hsurtnce Rate Mcp CoamInify Panel Number
120289 0035E.Doted 04/17/95.
City of Sanford Cofmxrlity Number 120294)
77
LOT 39
SETBACKSMax
Coveroge - 62 X Front
25' Rear 20' SITE DATA Side
5 ' Corner 6' WERWOUS SO. FT. - 46X Mininun
Lot Width 60' LOT S0. FT. IMPERVIOUS
AREA -3.188 SO. FT. Note:
Bearalgs shown hereon are referenced to the C/L of
as being N 00°0017'W. Vertical
dotun is based on NGVD per Engineering construction
pins by Ned H i I I e r Engneerilg, hc. Job
Number 2001 . Legend
General
Notes: Proposed.
pTemporary
Benrlimark cvs
O.
R.B. Offset
OffiicialRecords
Book 1.
This Is a BOUNDARY Survey performed in the field on assumed detum) PB
Pier Book 2.
No aerial, surface or subsurface utility Installations, underground improvements or BOW Back of sidewalk PC
Point of Curvature subsurface/
aerial encroachments, if any, were located. CJL Centerline PCC. Point of Compound Curvature 3. Building
ties shown are to the exterior unfinished foundation surface or formboard. A CALC
Cenrrat
or (
Delta) Angle Calculated P.
C.
P. Permanent Control Point 4. Elevations
shown hereon, If any, are assumed and were obtained from approved CB Chord Bearing Pepe Construction
plans
provided by the Client unless otherwise noted, and are shown CD Chord P.R.
M.R PermanentReference Monument on to
depict theproposed or actual difference in elevation relative to the assumed ry PCM. Concrete Monument P. P.
O.
B. ine Property
egiPolnfofaepinnlnp
temporaryBenchmark
shown hereon. P ryELor ELEV Elevation P.O.C. Point of Commencement 5. The
parcel shown hereon is subject to all easements, reservations, restrictions, and FINAL EL Elevation (Measured) p I Point of Intersection Rights -of -
way of record whether depicted or not on this document. No search of the FD. E/
ev
Found Finished
Floor
Elevation PRC. Point
of Reverse Curvature Public Records
has been made b this once. Y I.P. . I.P. Iron Pipe PT. Tangency
6. The
legal description shown hereon Is as furnished by client. I.R. Iron Rod R RAD
s
Radius
RadiusRadialLine
7. Platted
and measured distances and directions are the same unless otherwise noted. L Arc Length RES, Residence Denotes SS -
Iron rod with yellow plastic cap marked LB4937 or LS3182, or LB Licensed Business RAV Right -of -Way iron rod
with red plastic cap marked -Witness Corner unless otherwise noted. LS. Lend Surveyor TBM Temporary Benchmark O Denotes
P.C.P. (Permanent control point) Mee Measured
TYR Typical
Denotes Permanent
Reference Monument(see N/D(
NdO) N R.
Neil end
Disk Not Radial
Fencesymbol drawing)
X—X-
Fence symbol (see drawing) Certification: Not
valid without tho slgnaturo and the original raised soal of a
Florida llconsed Survoyor a or This survey
meets the repu is of the lorfda Minimum Technical ran as
oonfein s edlrl ter 6 f G 17 Fbrrde Administretive Code' William A.
Herx, P.L.S. Florida Registefy Lend Surveyor No. 3162 Darae L.
Przemleniecki, P. S. M. Registd#d Surveyor and Mapper No.6030 William R.
Herx, P.S.M. Registered Surveyor and Mapper No. 6092 Herx 6
Associates Inc., State of Florida LB 4937 Sketch of
Legal Description This is
not o Survey Drawn by:
CM Checked by:
DP Prepared For:
MORRISON Job Number:
02-017-02 Scale : 1"-
30' Plot Ian
performed: 08-07-03 Found otion
Survey: Finol Surrey:
Revioiono .
Seminole County Property Appraiser Get Information by Parcel N http://www. scpafl. org/pls/web/re_web. seminole_County_title?PAR...
PARCEL DETAIL T""
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w
4
mi;nole ( t)univ w
rrrty rrrv- W
Ckn-KCA
1101 F. hlfal tf.
fY
lien/nnl 11.l2'?1
GENERAL
Parcel Id: 23-19-30-502-0000-0380 Tax District: S1-SANFORD
Owner: CENTRAL FLA DEV Exemptions: PARTNERS LC
OwnlAddr: #200
Address: 1053 MAITLAND CENTER COM BLVD
City,State,ZipCode: MAITLAND FL 32751
Property Address:
Subdivision Name: VENETIAN BAY
Dor: 00-VACANT RESIDENTIAL
SALES
Deed Date Book Page Amount Vaclimp
Find Comparable Sales within this Subdivision
Q Back D
2004 WORKING VALUE SUMMARY
Value Method: Market
Number of Buildings: 0
Depreciated Bldg Value: $0
Depreciated EXFT Value: $0
Land Value (Market): $11,310
Land Value Ag: $0
Just/Market Value: $11,310
Assessed Value (SOH): $11,310
Exempt Value: $0
Taxable Value: $11,310
2003 VALUE SUMMARY
2003 Tax Bill Amount:
2003 Taxable Value:
DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS
LAND
LEGAL DESCRIPTION PLAT
Land Assess Method Frontage Depth Land Units Unit Price Land Value
LOT 38 VENETIAN BAY PB 63 PGS 84 - 88
LOT 0 0 1.000 11,310-00 $11,310
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax
purposes.
If you recently purchased a homesteaded property your next ear's o _ . _ year's tax_ will be based on Just/Market value.
I of 1 11/21/2003 2:10 PM
LIMITED POWER OF ATTORNEY
DATE: t
I HEREBY NAME AND APPOINT: DANK)e CLA eK FEED HOW /qo T V
EACH AN AGENT OF: MORRISON HOME
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 ALL
TO THIS APPOINTMENT.
MARIA LISA STEINER
NAME OF CONTRACTORI
SIGNATURE OF CONTRACTOR)
STATE CERT. # CR-CO41929
CONTRACTOR'S STATE REGISTRATION NUMBER -
The foregoing instrur4entwas acknowledged before me this:
DATE:
BY: MARfA LISA STEINER
THAT ARE NECESSARY
Who is personally known to me and did not take an oath.
STATE OF FLORIDA
COUNTY OF ORANGE. "i UANA EMIRO
r MY COMMISSION 8 DD 237775
Bz;:P EXPIRES: August 3, 20W
B w d TTw Norm PubW Undemd rx
SIGNATURE OF NOTARY: NOTARY SEAL.
MARYANNE MORSE, CLERK OF CIRCUIT HURT
SEMINOLE COUNTY
BK 05112 PG 0600
CLERK'S # 2003210481
RECORDED 11/25/2003 08:08:06 AN
RECORDING FEES 6.08
RECORDED BY L Mr.Kinley
Permit Number:
Prepared By Daphne Clark
CERTIFIED COPYandP.O.Box 784283
Return To: Winter Garden, FL 347784283 MARYANNE MORSE
CLERK OF CIRCUIT C ICII
j1L,,,
E COON FL R Da
NOTICE OF COMMENCEMENT.
State of Florida.
uTY N
County of Seminole.
rN0V 25 2003
The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance
with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
I. Description of property:
Lot Number
Legal Description VE TIAN BAY, according to the plat thereof, as recorded in Plat
Book 63, Pages 84-88, of the public records of Seminole County,
Florida.
j
Street Address 7(/ 9jz&yA .Sanford, FL
2. General description of improvements :
New single family residence
3. Owner information : Name Morrison Homes
Address 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 Tel Number (407)
629-0077 Fax Number (407)
629-5282 4. Fee Simple
Title Holder: N.A. 5. Contractor: Name
Maria Lisa Steiner Address 151 South
Hall Lane. Suite 200 Maitland FL 32751-7172 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 71-3.13(1)(b),
Florida Statutes. N.A. 10. Expiration date of notice of
commencement: One year from the date of r g. Date Signed : Signature of Owner's
Agent, Maria Lisa Steiner: Sworn to and sub before me
this by Maria Lisa Steiner, who is personally known to me. D. A. C1ARK o MY C0ffSs*
N 4 DD
2%811 Si re of o ry: Notary
Seal: * * EXPIRES: June 27, 2007 i . Qetmed ThN By It NoUry "
tOFFla
Permit #
Job Addr
Descriptii
Historic District:
CITY OF SANFORD PERMIT APPLICATION
Zoning: Value of Work: S
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS 1,.%6 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
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial
Occupancy Type: Residential 1-_ Commercial Industrial Total Square Footage:
Construction Type: 1 # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #:
Hers Name & d
IF
n
Contractor Name &
Attach Prooflof Ownership &
J
Phone:
Phone & Fax_' i % % LD Contact
Bonding Company:
Address:
Mortgage Lender: .
Address:
Arch itect/Engineer:
Address:
State License Number:
Phone:
Fax:
M
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. 12t—
Signature of Owner/Agent Date Signature of Con or ent Date
s 7.et_u cat J;t V-
Print Owner/Agent's Name Print Cq ctor/Agent's Nam6
aAA-
Signature of Notary -State of Florida Date Si ture of Notary -State of Florida Date
Jennifer Aknodovar
My Commisslon DD272809
Owner/Agentent is Personally Known to Me or Contractor/Agent is — Personally Known Expire! December 07 2007
g
lDProduced [D — Produced
APPLICATION APPROVED BY: Bldg:
Initial & Date)
Special Conditions:
Zoning:
Initial & Date)
Utilities: FD:
initial & Date) (Initial & Date)
10-03-203 9 : 04AM FROM W O -- P • 2
e^
h N V^.:a.
C rYOFSANFORDPBaMrrAPPLaCATION 4!
DatePermita .
Job Address
Description of Work:
3 y 3HistoricDistrict: Zoning: Value of Work: S
Permit Type: Building Eloctrical Mcchartitxl Plu *cog Fire Sprinkler/Alarm Pool
Electrical: New Savioe — N of AMPS Addid0n1Ahcra1i0n Cbtmge of Service Temporary Pole
Mechaaical: Residential Non -Residential Rcpkocment New (Dua Layout & Energy Cale. Required)
Plumbing/ New Commerviial: N of Fixtures of Water & Sewer Lines N ofGas Lines
Plumbing/New Residential: N of Wa Ch); s ---6 Plumbing Repair — Residential or Commercial
lndustrialOccupancyType: Residential Comrncrcial Total Square Footage:
Con truction Type: N of Stories: N of Dwelling Units: Flood Zone (FEMA form required fur other Lb" X)
Parcel Y: r Anacb Proof of Ownership & Legal Description)
Owno arnu & Address: j3 .S I O
Phone: — —
Co uc r Nano & Addrea t a'm 7it
i s,c,A Ph
Fe ova
Phone & FsY!Tb%dC7r"b[N-Vq& Cmleact Person: , /— ...
lsun-Jiog Cosupauy:
O v
Address:
Nlartgago Leader:
Address:
Architect/tutiuecr: Phone:
Address Fax:
Application is hereby made to obtain a permit to do the work and inuallmions as indicated. I certify that eo work or insyllanon has commenced prior to the
issuance *(a permit and that all work will be perfarmod to meet standards of all laws regulating construction in ibis jurisdiction. 1 understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS. FURNACES, BOILERS, HF,ATERS, 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 applicahlo laws regulating
ennetruetion and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YU01t I't.YINQ
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN
ATTORNEY ShFOKE KECOItDING YOUR NOTICE OF COMMEhrCP.Mk.NT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencira-
Acceptance of permit is verificuion that I will notify the owner of the property of the requirements of Florida co Law. FS 713. 79 / -i 9. —a1'
Signature of Owner/Agent Date Signature of CO tur/Agent Date
Pnnt Owncr/A&ent's Name
Signature of Notary -Slate of Flenda Date
OwnedAgent is _ Personally Known to Me of'
Produced ID
APPLICATION APPROVEU BY: BIdll:
Initial & Date)
Spcciul Conditions; „
Print Contras rt's Name
nature of tary-State of Florida Uate
ontnclor/Ag, FSinfB;.P?f47M Wn lack ent
is or roduecd
ID l'-
7r
lie
rt, Zoning:
Utilities: initial &
Date) FD:
Initial &
MEO (Initial do Date)
F'.1 Fig t1•+S,•yf.' .,
L,
n.,... wavy{
Yj
CITY OF s;k i oRD P ?
J t ?
EAMTI' APP ON
Permit Date
Job Address:
Description of Work:
Historic District: Zoning: Value of Work: Sa?1e7 e l
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pogl.. _
Electrical: New Service —;of S Addition/Alteration Change of Service Temporary Pole
Mechanicalsr Residential Non -Residential Replacement New (Duct Layout & Energy C8 Required.)
Plumbing/ New Commercial: # of Fixtures of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of W r Closets Plumbing Repair— Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Tyne: # of Stories: of Dwelling Units: Flood Zone: (FEMA form required rbr (.bti er than X)
Parcel N:
Attach Proof of Ownership Ar Legal Description)
Owners Name & Address:
Phone:
Contractor Name &Address:
Phone & Fax:
Bonding Company:
Address:
Mortgage Lender:
Address: —
ArchitecUEngineer
License NumberA0 _ RUPr
Le.
Phone:
Address'-. _
Fsx:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commeru:ed prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be ne ' compliance with all applicable laws: r(:pju.%tingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CO E CEMENTWAY RESULT r14 Yor)V V/..',INGTWICEFORNPROVEMENTSTOYOURPROPERTY. EF YOU INTEND TO OBTAIN FiNANC G, C SULT YOUR LENDER OR AIJ
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions ap cable this pr erty at maybe found in/the public records ofthiscounty, and there may be additional permits required from other govemn=tal entities s as er man emen districts, state agenric-, or fndrial agencies.
Acceptance of permit is verification that I «•ill notify the owner of the property of the re ire of ri . i Law,
SignatureofOwner/Agent
FEB _
Date S rri6fZ n C— r>/Agent Date
OBERT G. DF1_T .n R (TSSOPontOwner/Agent's Name
APnCon"
cl,,r .-1eentamegad
FEB1Signature
ofNotary-State of Flonda Date re of, State of Flonda Date Owner/
Agent is _ Pcr;onall, -no„n to Me or Produced
ID AVI'
LIC A1'ION APPROVED BY: 131dd: dninal &
Date) special
t. onditions: Contractor/
Ac:-.::i (/I'ersonaL,' Known to Me or Produce,
Zoning:
L:: ::,. I'D. Initial &
Date) (Initial d Dare) (liwtia I & pate SI
MIRINDA C. TURNER ., a '.
C..1,11SSIC'7 a DI) 212893 is
2007
7
JFORM 60OA-2001
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: BROOKWD1B4BR Builder: MORRISON HOMES
Address: 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: 48.0 kBtu/hr _
3. Number of units, if multi -family 1 _ SEER: 12.00 _
4. Number of Bedrooms 4 _ b. N/A
5. Is this a worst case? Yes
6. Conditioned floor area (ft2) 2235 ft2 c. N/A
7. Glass area & type
a. Clear - single pane 322.5 ft2 _ 13. Heating systems
b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 48.0 kBtu/hr _
c. Tint/other SHGC - single pane 0.0 W _ HSPF: 7.90 _
d. Tint/other SHGC - double pane 0.0 ft2 b. N/A
8. Floor types
a. Slab -On -Grade Edge Insulation R=0.0, 214.5(p) ft _ c. N/A
b. Raised Wood, Adjacent R=11.0, 250.0ft2 _
c. N/A 14. Hot water systems
9. Wall types a. Electric Resistance Cap: 50.0 gallons _
a. Concrete, Int Insul, Exterior R=4.2, 1502.7 ft2 _ EF: 0.86
b. Frame, Wood, Exterior R=11.0, 143.0 W _ b. N/A
c. Frame, Wood, Adjacent R=1 1.0, 568.0 ft2
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, 2250.5 W _ 15. HVAC credits PT,
b. N/A CF-Ceiling fan, CV -Cross ventilation,
c. N/A HF-Whole house fan,
11. Ducts PT -Programmable Thermostat,
a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling,
b. N/A MZ-H-Multizone heating)
y:
Glass/Floor Area: 0.14 Total as -built points: 3.1923 PASSTotalbasepoints: 33146
I hereby certify that the plans and specifications covered
by this calculation are in compliance with the Florida
Energy Code.
PREPARED BY: OW Ar__
DATE:
I hereby certify that this buildin designed, is in
compliance with the Florida E ode.
OWNER/AGENT:
DATE: ItI27 d 3 EnergyGauge® (
Ven 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. y
oQ •(
1iE SPq O
n
0D
WF I BUILDING
OFFICIAL: DATE: -
inn•
GI R(`CR v1 9\ rr-
FORM 60OA-2001
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 2235.0 25.78 10371.3 Single, Clear SE 1.0 7.5 39.0 56.64 0.99 2191.9
Single, Clear SW 9.5 14.5 3.5 52.82 0.61 112.7
Single, Clear NE 9.0 9.5 64.0 43.65 0.60 1675.0
Single, Clear SW 9.5 10.0 12.0 52.82 0.53 333.1
Single, Clear NE 1.0 6.5 32.0 43.65 0.98 1369.6
Single, Clear SE 23.0 9.5 48.0 56.64 0.42 1131.2
Single, Clear NW 1.0 6.5 23.0 37.74 0.98 851.5
Single, Clear NW 1.0 6.5 16.0 37.74 0.98 592.3
Single, Clear NW 1.0 6.5 16.0 37.74 0.98 592.3
Single, Clear SW 1.0 7.5 39.0 52.82 0.99 2040.3
Single, Clear SE 1.0 4.5 7.0 56.64 0.92 364.1
Single, Clear SW 1.0 8.5 23.0 52.82 1.00 1211.7
As -Built Total: 322.5 12465.7
WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points
Adjacent 568.0 0.70 397.6 Concrete, Int Insul, Exterior 4.2 1502.7 1.16 1743.1
Exterior 1645.7 1.90 3126.8 Frame, Wood, Exterior 11.0 143.0 1.90 271.7
Frame, Wood, Adjacent 11.0 568.0 0.70 397.6
Base Total: 2213.7 3524.4 As -Built Total: 2213.7 2412.4
DOOR TYPES Area X BSPM Points Type Area X SPM = Points
Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8
Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 96.0
Base Total: 38.0 124.8 As -Built Total: 38.0 124.8
CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points
Under Attic 2233.0 2.13 4756.3 Under Attic 30.0 2250.5 2.13 X 1.00 4793.6
Base Total: 2233.0 4756.3 As -Built Total: 2250.5 4793.6
FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points
Slab 214.5(p) 31.8 6821.1 Slab -On -Grade Edge Insulation 0.0 214.5(p 31.90 6842.5
Raised 250.0 3.43 857.5 Raised Wood, Adjacent 11.0 250.0 1.80 450.0
Base Total: 7678.E 1 As -Built Total: 464.5 6392.5
EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2
FORM 60OA-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS:,,, PERMIT #:
BASE AS -BUILT
INFILTRATION Area X BSPM = Points Area X SPM Points
2235.0 14.31 31982.9 2235.0 14.31 31982.9
Summer Base Points: 43081.1 Summer As -Built Points: 45386.8
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
43081.1 0.4266 18378.4
45386.8
45386.8
1.000
1.00
1.087 x 1.150 x 1.00) 0.284
1.250 0.284
0.950
0.950
15316.3
15316.3
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 = Point
18 2235.0 5.86 2357.5 Single, Clear SE 1.0 7.5 39.0 8.34 1.01 329.3
Single, Clear SW 9.5 14.5 3.5 9.22 1.20 38.8
Single, Clear NE 9.0 9.5 64.0 12.00 1.00 768.6
Single, Clear SW 9.5 10.0 12.0 9.22 1.31 145.2
Single, Clear NE 1.0 6.5 32.0 12.00 1.00 384.1
Single, Clear SE 23.0 9.5 48.0 8.34 1.89 756.3
Single, Clear NW 1.0 6.5 23.0 12.23 1.00 280.8
Single, Clear NW 1.0 6.5 16.0 12.23 1.00 195.3
Single, Clear NW 1.0 6.5 16.0 12.23 1.00 195.3
Single, Clear SW 1.0 7.5 39.0 9.22 1.00 361.0
Single, Clear SE 1.0 4.5 7.0 8.34 1.04 60.7
Single, Clear SW 1.0 8.5 23.0 9.22 1.00 212.5
As -Built Total: 322.5 3727.9
WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points
Adjacent 568.0 1.80 1022.4 Concrete, Int Insul, Exterior 4.2 1502.7 3.26 4898.8
Exterior 1645.7 2.00 3291.4 Frame, Wood, Exterior 11.0 143.0 2.00 286.0
Frame, Wood, Adjacent 11.0 568.0 1.80 1022.4
Base Total: 2213.7 4313.8 As -Built Total: 2213.7 6207.2
DOOR TYPES Area X BWPM Points Type Area X WPM = Points
Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0
Exterior 20.0 5.10 102.0 Exterior Insulated 20.0 5.10 102.0
Base Total: 38.0 174.0 As -Built Total: 38.0 174.0
CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points
Under Attic 2233.0 0.64 1429.1 Under Attic 30.0 2250.5 0.64 X 1.00 1440.3
Base Total: 2233.0 1429.1 As -Built Total: 2250.5 1440.3
FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points
Slab 214.5(p) 1.9 407.5 Slab -On -Grade Edge Insulation 0.0 214.5(p 2.50 536.3
Raised 250.0 0.20 50.0 Raised Wood, Adjacent 11.0 250.0 1.80 450.0
Base Total: 457.5 1 As -Built Total: 464.5 986.3
EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB Q.2
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
INFILTRATION Area X BWPM = Points Area X WPM Points
2235.0 0.28 -625.8 2235.0 0.28 625.8
Winter Base Points: 7191.0 Winter As -Built Points: 11909.9
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
7191.0 0.6274 4511.7
11909.9
11909.9
1.000
1.00
1.078 x 1.160 x 1.00) 0.432
1.250 0.432
0.950
0.950
6112.5
6112.5
EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2
FORM 60OA-2001
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE AS -BUILT
WATER HEATING
Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total
Bedrooms Volume Bedrooms Ratio Multiplier
4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5
As -Built Total: 10494.5
CODE COMPLIANCE STATUS
BASE AS -BUILT
Cooling + Heating +
Points Points
Hot Water
Points
Total
Points
Cooling
Points
Heating + Hot Water = Total
Points Points Points
18378 4512 10256 33146 1 15316 6112 10495 31923
PASS UT;
CT71® 0
EnergyGaugeTM
DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB Q.2
FORM 60OA-2001
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK
Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/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 comers; utility
penetrations; between wall panels & top/bottom plates; between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends
from and is sealed to the foundation to the top plate.
Floors 606:1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members.
EXCEPTION: Frame floors where a continuous 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.)
COMPONENTS SECTION REQUIREMENTS CHECK
Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit
breaker electric or cutoff as must be provided. External or built-in heat trap required.
Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools
must have a pump timer. Gas spa & pool heaters must have a minimum thermal
efficient of 78%.
Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG.
Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically
attached, sealed, insulated, and installed in accordance with the criteria of Section 610.
Ducts in unconditioned attics: R-6 min. insulation.
HVAC Controls 607.1 Se arate 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* = 84.2
The higher the score, the more efficient the home.
1. New construction or existing New _ 12. Cooling systems
2. Single family or multi -family Single family _ a. Central Unit
3. Number of units, if multi -family 1 _
4. Number of Bedrooms 4 _ b. N/A
5. Is this a worst case? Yes _
6. Conditioned floor area (fie) 2235 ft' c. N/A
7. Glass area & type
a. Clear - single pane 322.5 ft' _ 13. Heating systems
b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump
c. Tint/other SHGC - single pane 0.0 ft' _
d. Tint/other SHGC - double pane 0.0 ft' b. N/A
8. Floor types,
a. Slab -On -Grade Edge Insulation R=0.0, 214.5(p) ft _ c. N/A
b. Raised Wood, Adjacent R=11.0, 250.0ft' _
c. N/A 14. Hot water systems
9. Wall types a. Electric Resistance
a. Concrete, Int Insul, Exterior R=4.2, 1502.7 ft' _
b. Frame, Wood, Exterior R=1 1.0, 143.0 ft' _ b. N/A
c. Frame, Wood, Adjacent R=11.0, 568.0 ft' _
d. N/A c. Conservation credits
e. N/A HR-Heat recovery, Solar
A 0. Ceiling types DHP-Dedicated heat pump)
a. Under Attic R=30.0, 2250.5 ft' _ 15. HVAC credits
b. N/A CF-Ceiling fan, CV -Cross ventilation,
c. N/A HF-Whole house fan,
11. Ducts PT -Programmable Thermostat,
a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier,
b. N/A MZ-C-Multizone cooling,
MZ-H-Multizone heating)
I certify that this home has complied with the Florida Energy Efficiency Code For Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature:
Address of New Home:
Date:
City/FL Zip:
Cap: 48.0 kBtu/hr _
SEER:12.00 _
Cap: 48.0 kBtu/hr _
HSPF:7.90 _
Cap: 50.0 gallons _
EF: 0.86 _
PT, _
IIAE S7r41,
0
COD WE
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 qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating.
Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for
information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction,
contact the Department of Community Affairs at 8501487-1824.
EnergyGaugeg (Version: FLRCSB v3.2)
RIGHT-J LOAD AND EQUIPMENT SUMMARY
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: 182313413 4.9.01
109 COMMERCE STREET, LAKE MARY, Fl- 32746-6206 Phone: (407) 831-2665
Project• •
For: MORRISON HOMES
Notes: BROOKWOOD/1823 W/BEDRM. 4 & BATH & BONUS
Design Information
Weather: Orlando AP, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 38 OF Outside db 93 OF
Inside db 70 OF Inside db 75 OF
Design TD 32 OF Design TD 18 OF
Daily range M
Relative humidity 50
Moisture difference 43 gr/lb
Heating Summary Sensible Cooling Equipment Load Sizing
Building heat loss 43889 Btuh Structure 32943 Btuh
Ventilation air 0 cfm Ventilation 1485 Btuh
Ventilation air loss 0 Btuh Design temperature swing 3.0 OF
Design heat load 43889 Btuh Use mfg. data in
Rate/swing multiplier 0.98
Infiltration Total sens. equip. load 33740 Btuh
Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage
Fireplaces 0 Internal gains 1380 Btuh
Ventilation 2212 Btuh
Heating Cooling Infiltration 4058 Btuh
Area (ftz) 2235 2235 Total latent equip. load 7649 Btuh
Volume (ft3) 20639 20639
Air changes/hour 0.70 0.40 Total equipment load 41389 Btuh
Equiv. AVF (cfm) 241 138 Req. total capacity at 0.70% SHR 4.0 ton
Heating Equipment Summary Cooling Equipment Summary
Make TRANE Make TRANE
Trade Trade
Efficiency 8.0 HSPF Efficiency 10.0 EER
Heating input Sensible cooling 32900 Btuh
Heating output 0 Btuh @ 47°F Latent cooling 14100 Btuh
Heating temp rise 0 OF Total cooling 47000 Btuh
Actual heating fan 1567 cfm Actual cooling fan 1567 cfm
Heating air flow factor 0.036 cfm/Btuh Cooling air flow factor 0.048 cfm/Btuh
Space thermostat Load sensible heat ratio 82
Boldl7tallc values have been manually overridden
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
s wlrightsoft Right -suite Residential 5.5.06 RSR26014 2002-Apr-0317:06:08
ACCA E:\Flles\monison\1823 BROOKWOM1823B4B\1823B413ssr Page 1
RIGHT-J WINDOW DATA
DEL AIR HEATING,AIR CONDITIONING,R Job: 1823B4B 4.9.01
109 COMMERCE STREET, LAKE MARY, FL 3274"206 Phone: (407) 831-2665
W S D W G L S S O N A S O O W C W S
N K I A L O T H V G N H V V H H N H
D Y R L A W R A H L G C R R G T A A
W L Z E M D G Z L O X Y T M R R
KITCHEN
BREAKFAST
a n ne a c n 0 d 1 1 90 1.0 1.0 1.5 6.0 39.4 39.0 0.0
GREAT/FOYER
a n se a c n 0 n 1 1 90 1.0 9.5 11.0 3.5 76.4 3.5 3.5
a n se a c n 0 n 1 1 90 1.0 9.5 7.0 3.0 76.4 12.0 12.0
b n nw a c n 0 d 1 1 90 1.0 9.0 1.5 8.0 39.4 64.0 0.0
MASTER SUITE
a n nw a c n 0 d 1 1 90 1.0 1.0 1.5 5.0 39.4 32.0 0.0
b n ne a c n 0 d 1 1 90 1.0 23.0 1.5 8.0 39.4 48.0 0.0
MASTER BATH\WIC
a n sw a c n 0 d 1 1 90 1.0 1.0 1.5 5.0 47.4 23.0 0.6
BEDROOM 2
a n sw a c n 0 d 1 1 90 1.0 1.0 1.5 5.0 47.4 16.0 0.4
BATH 2
BEDROOM 3
a n sw a c n 0 d 1 1 90 1.0 1.0 1.5 5.0 47.4 16.0 0.4
UTILITY ROOM
BEDROOM 4
a n se a c n 0 d 1 1 90 1.0 1.0 1.5 6.0 47.4 39.0 0.8
BATH
a n ne a c n 0 d 1 1 90 1.0 1.0 1.5 3.0 39.4 7.0 0.0
wrighitsoft RlghtSulte Residential^' 5.5.06 RSR26014 2002-Apr-03 17:06:06
4CG{ E:1FIles\mordson\1823 BROOKWOOD\182334B\1823B4B.rsr Page 1
BONUS
a n se b c n 0 n 1 1 90 1.0 1.0 3.5 5.0 76.4 23.0 0.0
i4L wrigh>Itsoft Right -Suite Residentlai" 5.5.0E RSR26014 2002-Apr-03 17:06:06
E:tFllestmorrison%1823 BROOKWOOD\1823B4B%1823B4B.rsr Page 2
RIGHT-J WORKSHEET10EntireHouse
DEL AIR HEATING,AIR CONDITIONING,R Job: 1823134B 4.9.01
109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665
MANUAL J: 7lh td.
1 Name of room Entire House KITCHEN BREAKFAST GREAT/FOYER
2 Length of exposed wall 276.5 ft 13.0 ft 7.5 ft 45.0 ft
3 Room dimensions 13.0 x 20.5 ft 7.5 x 14.0 ft 19.0 x 23.0 ft
4 Ceiings Condit. Option 9.2 ft heat/cool d 9.4 ftheat/cool 9.4 ft heat/cool 9.4 ft heat/cool TYPE
OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE
NO. Htg I Clg ft') Htg Clg ft') Htg I Clg ft') Htg I Clg ft') Htg Clg 5
Gross a 14B 4.6 2.1 1822 122 71 423 Exposed
b 12C 2.9 1.9 166 20 22 20 walls
and c 13C 3.2 1.2 586 0 0 0 partitions
d 0.0 0.0 0 0 0 0 e
0.0 0.0 0 0 0 0 f0.
0 0.0 0 0 0 0 6
Windows and a 1C 37.0 211 7780 0 0 39 1441 16 573 glass
doors b 8C 37.0 112 4140 0 0 0 0 64 2365 Heating
c 9C 38.7 0 0 0 0•"' 0 0 0 0 d
0.0 0 0 0 0 0 0 0 0 e
0.0 0 0 0 0 0 0- 0 0 f
0.0 0 0 0 0 0 0 0 0 7
Windows and North 28.2 18 502 0 0 0 0 16 456 glass
doors NE/NW 39.4 190 7486 0 0 39 1537 A 2522 Cooling
ENV 0.0 0 0 0 0 0 0 0 0 SE/
SW 53.2 115 6105 0 0 0 0 0 0 South
0.0 0 0 0 0 0 0 0 0 Horz
0.0 0 0 0 0 0 0 0 0 8
Other doors- a 11A 18.9 12.7 38 717 484 0 0 0 0 0 0 20 378 255 b
11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c
0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9
Net a 14B 4.6 2.1 1503 6924 3094 122 563 252 32 145 65 323 1491 666 exposed
b 12C 2.9 1.9 143 412 278 20 58 39 22 63 43 20 58 39 walls
and c 13C 3.2 1.2 568 1789 665 0 0 0 0 0 0 0 0 0 partitions
d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e
0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f
0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10
Ceilings a 16D 17 2.2 2251 3817 5010 267 452 593 105 178 234 437 741 973 b
0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c
00 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d
0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e
00 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f
0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11
Floors a 22A 25.9 0.0 215 5560 0 13 337 0 8 194 0 45 1166 0 Note.
room b 19G 1.1 0.0 250 284 0 0 0 0 0 0 0 0 0 0 perimeter
c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is
displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for
slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors)
f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12
Infiltration a 23.5 7.6 361 8476 27241 0 0 0 39 917 2951 100 23391 752 13
Subtotal loss=6+8..+11+12 39899 1410 2939 9111 Less
external heating 0 0 0 0 Less
transfer 0 0 0 0 Heating
redistribution 0 0 0 0 14
Duct loss 10°/ 3990 10°/ 141 10°/ 294 10% 911 15
Total loss = 13+14 43889 1551 3233 10022 16
Int. gains: People @ 300 6 1800 0 0 0 0 3 900 Appl.
@ 1200 2 1800 1 1200 0 0 0 0 17
Subtot RSH gain=7+8..+12+16 29948 2084 2173 6562 Less
external cooling 0 0 0 0 Less
transfer 0 0 0 0 Cooling
redistribution 0 0 0 0 18
Duct gain 10°/ 2995 10°/ 208 10°/ 217 10% 656 19
Total RSH gain=(17+18)•PLF 1.00 32943 1.00 2292 1.00 2390 1.00 7218 20
Air required (cfm) 1567 1567 55 109 115 114 358 343 Printout
certified by ACCA to meet all requirements of Manual J 7th Ed. wr
gi-ftsOi-t RIghtSuite Residential^' 5.5.06 RSR26014 2002-Apr-03 17:06.06 E:\
Files\nwrrison\1823 BROOKWOOD\1823B4B\1823B4B.rsr Page 11
RIGHT-J WORKSHEET0EntireHouse
DEL AIR HEATING,AIR CONDITIONING,R Job: 1823B4B 4.9.01
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
MANUAL J: 7th Ed.
1 Name of room MASTER SUITE MASTER BATH\WIC BEDROOM 2 BATH 2
2 Length of exposed wall 41.0 ft 13.0 ft 11.0 ft 0.0 ft
3 Room dimensions 18.0 x 14.0 ft 13.0 x 18.5 ft 11.0 x 14.5 ft 6.0 x 80 ft
4 Ceiings Condit Option 94 ft heat/cool 9.4 ftj heat/cool 9.4 ft heat/cool 9.4 ft heat/cool
TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh)
EXPOSURE NO. Htg I Clg ft') Htg Clg ft') Htg Clg OF) Htg I Clg ft') Htg Clg
5 Gross a 14B 4.6 2.1 385 122 103 0
Exposed b 12C 2.9 1.9 0 0 0 0
walls and c 13C 3.2 1.2 0 0 0 0
partitions d 0.0 0.0 0 0 0 0
e 0.0 0.0 0 0 0 0
f 0.0 0.0 0 0 0 0
6 Windows and a 1C 37.0 32 1183 23 8,W 16 591 0 0
glass doors b 8C 37.0 48 1774 0 0 0 0 0 0
Heating c 9C 38.7 0 0 0 0 0 0 0 0
d 0.0 0 0 0 0 0 0 0 0
e 0.0 0 0 0 0 0 0 0 0
f 0.0 0 0 0 0 0 0 0 0
7 Windows and North 28.2 0 0 1 12 0 8 0 0
glass doors NE/NW 39.4 80 3152 0 0 0 0 0 0
Cooling E/W 0.0 0 0 0 0 0 0 0 0
SE/SW 53.2 0 0 22 1062 16 739 0 0
South 0.0 0 0 0 0 0 0 0 0
Horz 0.0 0 0 0 0 0 0 0 0
8 Other doors - a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0
b 11A 18.9 ll .7 0 0 0 0 0 0 0 0 0 0 0 0
c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
9 Net a 14B 4 6 2.1 305 1407 629 99 457 204 87 403 180 0 0 0
exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0
walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0
partitions d 0 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
f 0.0 0.0 0 0 0 0 0 0 0 0 0 01 0 0
10 Ceilings a 16D 1.7 2.2 252 427 561 241 408 535 160 271 355 48 81 107
b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
11 Floors a 22A 25.9 0.0 41 1063 0 13 337 0 11 285 0 0 0 0
Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0
perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
12 Infiltration a 1 23.51 7.6 801 1881 605 23 5411 174 16 376 121 0 01 0
13 Subtotal loss=6+8..+11+12 7735 2593 1926 81
Less external heating 0 0 0 0
Less transfer 0 0 0 0
Heating redistribution 0 0 0 0
14 Duct loss 10 °/ 774 10 °/ 259 100/ 193 10 °/ 8
15 Total loss = 13+14 8509 2852 2119 90
16 Int. gains: People Q 300 1 300 0 0 0 0 0 0
Appl. Q 1200 0 0 0 0 0 0 0 0
17 Subtot RSH gain=7+8..+12+16 5246 1987 1403 107
Less external cooling 0 0 0 0
Less transfer 0 0 0 0
Cooling redistribution 0 0 0 0
18 Duct gain 10°/ 525 10°/ 199 10°/ 140 101/ 11
19 Total RSH gain=(17+18)'PLF 1.00 5771 1.00 2186 1.00 1543 1.00 118
20 Air required (cfm) 304 274 102 104 76 73 3 6
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
wr gFitsoft Right -Suite Residential^' 5.5.06 RSR26014 2002-Apr-0317:06:06
41CC-f1 E:\Files\nwrrison\1823 BROOKWOOD\1823B4B\182384B.rsr Page 2
RIGHT-J WORKSHEET0EntireHouse
DEL AIR HEATING,AIR CONDITIONING,R Job: 1823113413 4.9.01
109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665
MANUAL J: /th td
1 Name of room BEDROOM 3 UTILITY ROOM BEDROOM 4 BATH
2 Length of exposed wall 25.5 ft 6.0 ft 43.5 it 9.0 ft
3 Room dimensions 14.5 x 11.0 ft 7.0 x 7.5 ft 12.0 x 16.0 ft 9.0 x 8.0 It
4 Ceiings Condit. Option 9.4 ft heat/cool 9.4 ft heat/cool 9.4 ft heat/cool 9.4 ft heat/cool
TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh)
EXPOSURE NO. Htg I Clg ft°) Htg Clg W) Htg I Clg ft°) Htg Clg ft') Htg I Clg
5 Gross a 14B 4.6 2.1 102 0 409 85
Exposed b 12C 2.9 1.9 0 0 0 0
walls and c 13C 3.2 1.2 138 56 0 0
partitions d 0.0 0.0 0 0 0 0
e 0.0 0.0 0 0 0 0
f0.0 0.0 0 0 0 0
6 Windows and a 1C 37.0 16 591 0 0 39 1441 7 259
glass doors b 8C 37.0 0 0 0 0 0 0 0 0
Heating c 9C 38.7 0 0 0 0- 0 0 0 0
d 0 0 0 0'"' 0 0 0 0- 0 0
e 0.0 0 0 0 0 0 0 0 0
f 0.0 0 0 0 0 0 0 0 0
7 Windows and North 28 2 0 8 0 0 1 17 0 0
glass doors NE/NW 39.4 0 0 0 0 0 0 7 276
Cooling E/W 00 0 0 0 0 0 0 0 0
SE/SW 53.2 16 739 0 0 38 1809 0 0
South 0.0 0 0 0 0 0 0 0 0
Horz 0.0 0 0 0 0 0 0 0 0
8 Other doors a 11A 18.9 12.7 0 0 0 18 340 229 0 0 0 0 0 0
b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0
c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
9 Net a 14B 4.6 2.1 86 396 177 0 0 0 370 1704 762 78 358 160
exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0
walls and c 13C 3.2 1.2 138 435 161 38 120 44 0 0 0 0 0 0
partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
10 Ceilings a 160 1.7 2.2 160 271 355 53 89 117 192 326 427 72 122 160
b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
11 Floors a 22A 25.9 0.0 26 661 0 6 156 0 44 1128 0 9 233 0
Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0
perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
12 Infiltration a 23.5 7.6 16 376 121 18 423 136 39 917 29517 165 53
13 Subtotal loss=6+8..+11+12 2730 1127 5516 1136
Less external heating 0 0 0 0
Less transfer 0 0 0 0
Heating redistribution 0 0 0 0
14 Duct loss 109' 273 10°/ 113 10% 552 10° 114
15 Total loss = 13+14 3003 1240 6068 1250
16 Int. gains: People aQ 300 0 0 0 0 0 0 0 0
Appl. @ 1200 0 0 1 600 0 0 0 0
17 Subtot RSH gain=7+8..+12+16 1562 1127 3310 649
Less external cooling 0 0 0 0
Less transfer 0 0 0 0
Cooling redistribution 0 0 0 0
18 Duct gain 101/ 156 10°/ 113 10°/ 331 10°/ 65
19 Total RSH gain=(17+18)'PLF 1.00 1718 1.00 1239 1.00 3641 1.00 714
20 Air required (cfm) 107 82 44 59 217 173 45 34
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
ti RightSuite Residential'~ 5.5.06 RSR26014 2002-Apr-03 17:06:06
ZC'. E:\Files\morrison\1823 BROOKWOOD\1823B4B\1823B4B.rsr Page 3
RIGHT-J WORKSHEET0EntireHouse
DEL AIR HEATING,AIR CONDITIONING,R Job: 1823B4B 4.9.01
109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665
MANUAL J: IM td.
1 Name of room BONUS
2 Length of exposed wall 62.0 ft
3 Room dimensions 14.0 x 19.0 ft
4 Ceiings Condit Option 8.0 ft heat/cool
TYPE OF CST HTM Area Load (Btuh) Area Area Area
EXPOSURE NO. Htg I Clg W) Htg Clg Htg Clg Htg Clg Htg Clg
5 Gross a 14B 4.6 2.1 0
Exposed b 12C 2.9 1.9 104
walls and c 13C 3.2 1.2 392
partitions d 0.0 0.0 0
e 0.0 0.0 0
f0.0 0.0 0
6 Windows and a 1C 37.0 23 850
glass doors b 8C 37.0 0 0
Heating c 9C 38.7 0 0
d0.0 0 0
e 0.0 0 0
f 0.0 0 0
7 Windows and North 28.2 0 0
glass doors NE/NW 39.4 0 0
Cooling E/W 0.0 0 0
SE/SW 53.2 23 1757
South 0.0 0 0
Horz 0.0 0 0
8 Other doors . a 11A 18.9 127 0 0 0
b 11A 18.9 lli7 0 0 0
c 0.0 0.0 0 0 0
9 Net a 14B 4.6 21 0 0 0
exposed b 12C 2.9 19 81 233 157
walls and c 13C 3.2 1.2 392 1235 459
partitions d 0.0 0.0 0 0 0
e 0.0 0.0 0 0 0
f 0.0 0.0 0 0 0
10 Ceilings a 160 1.7 2.2 266 451 592
b 0.0 0.0 0 0 0
c 0.0 0.0 0 0 0
d 0 0 0.0 0 0 0
e 0.0 0.0 0 0 0
f 0.0 0.0 0 0 0
11 Floors a 22A 25.9 0.0 0 0 0
Note: room b 19G 1.1 0.0 250 284 0
perimeter c 0.0 0.0 0 0 0
is displ. d 0.0 0.0 0 0 0
for slab a 0.0 0.0 0 0 0
floors) f 0.0 0.0 0 0 0
12 Infiltration a 23.5 7.6 231 541 174
13 Subtotal loss=6+8..+11+12 3594
Less external heating 0
Less transfer 0
Heating redistribution 0
14 Dud loss 10°/ 359
15 Total loss = 13+14 3953
16 Int. gains: People @ 300 2 600
Appl. @ 1200 0 0
17 Subtol RSH gain=7+8..+12+16 3739
Less external cooling 0
Less transfer 0
Cooling redistribution 0
18 Dud gain 10°/ 374
19 Total RSH gain=(17+18)•PLF 1.00 4113
20 Air required (cfm) 141 196
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
wr gl-tsofC Right -Suite Residential 5.5.06 RSR26014 2002-Apr-03 17:06:06
ACCA E:\Files\rriorrison\1823 BROOKWOOD\1823B4B\1823B4B.rsr Page 4
RIGHT-J CALCULATION PROCEDURES A, B, C, D
C
Entire House
DEL AIR HEATING,AIR CONDITIONING,R Job: 1823B4B 4.9.01
109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665
Procedure A - Winter Infiltration HTM Calculation"
1. Winter infiltration AVF
0.70 ach x 20639 W x 0.0167 = 241 cfm
2. Winter infiltration load
1.1 x241 cfm x 32 OF Winter TD = 8476 Btuh
3. Winter infiltration HTM
8476 Btuh / 361 ft2 Total window = 23.5 Btuh/ft2
and door area
Procedure B - Summer Infiltration HTM Calculation
1. Summer infiltration AVF
0.40 ach x 20639 ft3 x 0.0167 = 138 cfm
2. Summer infiltration load
1.1 x 138 cfm x 18 OF Summer TD = 2724 Btuh
3. Summer infiltration HTM
2724 Btuh / 361 ftz Total window = 7.6 Btuh/ft2
and door area
Procedure C - Latent Infiltration Gain
0.68 x 43 gr/lb moist.diff. x 138 cfm = 4058 Btuh
eroceaure u - tquipment sizing Loaas
1. Sensible sizing load
Sensible ventilation load
1.1 x 75 cfm vent. x 18 OF Summer TD = 1485 Btuh
Sensible load for structure (Line 19) + 32943 Btuh
Sum of ventilation and structure loads = 34428 Btuh
Rating and temperature swing multiplier x 0.98
Equipment sizing load - sensible = 33740 Btuh
2. Latent sizing load
Latent ventilation load
0.68 x 75 cfm vent. x 43 gr/lb moist.diff. = 2212 Btuh
Internal loads = 230 Btuh x 6 people + 1380 Btuh
Infiltration load from Procedure C + 4058 Btuh
Equipment sizing load - latent = 7649 Btuh
Construction Quality is: a No. of Fireplaces is: 0
Bold4tallc values have been manually overridden
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
wreghtsoft Right -Suite Residential^' 5.5.06 RSR26014 2002-Apr-03 17:06:06
ACCK E:\Fi1es\morrison\1823 BROOKWOOD\1823B4B\1823B4B.rsr Page 1
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ONE BY WOODTOO DIA. TAPCON
BUCK BY OTHERS SHOWN
CAUL( BETWEEN WINDOW ETCAULKBETWEEN
FLANGE k WOOD BUCK WOODNBUCK k OPENINGCONCRETE
OR BY OTHERS MASONRY
OPENING BY
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EXTERIOR
1 1/4' MIN FINISH
EMBCDYENT BY
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CAl1UK 1/4' SHIu BY
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TYPE J WINDOW
FRAME HEADER
EXTERI
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HOC?HT FLANGE
TYPE Su
FRAME SuPERIMETER
CAULK-\ BY
OTHERS BUCK
WIDTH 1/
4' SNIY FLANGE
TYPE SPACE PAIL WINDOW
FRAME JAMBT ONE
BY WOOD BUCK
BY OTHERS 1
1/4' MIN. EM8EDMENT
SHIM
AS REO'D SEE
NOTES) G
CONCRETE OR
MASONRY n
OPENING BY
OTHERS WINDO
INSTALLATION
IVANCHOR3/
16' CIA TAPCON
SHOWNPERIMETER CAULKBY
OTHERSUULK BETWEEN WOW
BUCK k WINDOW
WIDTHWAVY OPENINGBY OTHERSEXTER!
EXTERIOR
FINISHNOON
BUCK BY OTHERS SECTION
2 WINDOW
Will.
A
B C D
E j /
K 2 WINDOW
HGT.
F G H
I a
CAULK
BETWEEN WINDOW FLANGE k
PRECAST SRL WITH VULKEM PRECASR
SILL IT ADHESIVE CAULK OR BY
OTHERS APPROVED EQUAL SECTION
1 GENERAL
NOTES: 1)
SHIM AS REQ'0. AT EACH INSTALLLOAD INSTALLATION ANC4ORWITHADBEARINGSHIM. MAX. ALLOWABLE SNIM
STAG( TO BE 1/4'. 2) WINDOW
FRAME MAIERML: ALUMINUM ALLOY 6063. 3) USE
LATOI CAULK BEHIND WINDOW FLANGE AT JAMBS, HEAD iSILLMUST BE ATTACHED TO
THE SUBSTRATE WITH VIULKEM ITS AD ESIVE CAULK OR APPROVED EQUAL 4) APPUcAnaN
Or VUUOM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT YANUFACTUROfS RECOMMENDATIONS.
5) USE
LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) GLASS
THICKNESS MAY VARY PER THE REO UIREYENTS Or ASTM E1300 CLASS CHARTS. SINGLE CLABFIG
IS SHOWN. INSULATING CLASS 5 ALSO OU%UFIED. 7) GENERAL
ALUIONUY'S 1440 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLES TO THE 1540
WALLA LASS SINCLE HUNG SERIES- BUCK HEIGHT
S61STOOL
BY OTHERS
1 !J
ELEVATION VIEWED
FROM
EXTERIOR 91Fn C(
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Qlmp PTT .1» -9 --ti COMPARATIVE ANALYST
ON CHART CALL WINDOW
DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES
CAPACITY IN PSF LOCATIONS SIZE WMTHM13CHT
EXTERIOR INTERIOR HEAD JAMBS 12 11
1n X 26 11 9 B F,C 13 1
to X 31 Xn 1. 7{ B F.G F.G1419 +n X 50 M 51 59 B F.G
1N4 111/91 54 1n 34 54 52 BF.G
14+5
15 itIn x 55 An I/ +n
1 63 52 45 45B B F,G 6 11
1 % 72 40 40 r C IH3 1n
X
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X 35 3/1 51 51 e S r,G 1H4 21
1n % 50 SA H 44 B F,G H4+4
2{ 1n % 54 N 42 42 B F,G 11,4+
5 2{ 1n x 55 {n 41 41 a F,0 INS 26 +
n X u 40 40 S F,G e l
X a0 F G D 1n
a 26 56 56p F.G 3aX3 30 +
n % 31 3n 44 44 B F.G 3QX4 30
In 1 50 $A 40 40 S F,G 3OX4+4
30 In X 54 {n 40 40 a F.0 F,c303=3
O nn 63 40 4p 6 r,G m3i 40
FCHI
22 23
ip-51 37 X
36 3n 40 51 40 BF,G 24 37
X 50 An 40 40 S F,C 24t4 37 %
54 N 40 40 B F. F,C24t5 37
x 53 Xn 40 40 4040 BD F,C,H.1 25 1
37X
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X 72 40 D 4a24e r.
G
46 x
3a 2n a0 40 B F.0 4650 46
X 30 Xn 40 40 B F,G 484+4
48 X 54 N 40 40 a F.G.H.] 484+5
46 X 55 {n 40 40 B F,G.HJ 4aI13 46
1 u 40 40 S F.c.H.1 32 n
x 45 45 33 53 +
n IT se an 40 40 34 53 +
n 1 50 1n 40 40 aLF-.-I.
r.G.
HJ 34+4
53 1n X . an 40 40 BF,GJ0 3445 53
1n 1 55 In 40 40 BF G.HJ 35 53 ,
n z u 40 40 B f,c.Hl 6 s3
1 x n 40 40 B 1))W1ERE
WATER RESISTANCE TEST REOUREMENT OF 1SX OF DESIGN LOAD APPLES. POSITIVE DESIGN LOADS WLL
BE UMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED W TEST' 2) INSTALLATION:
FLANGE FRAME MNDOW W CONCRETE OR MASONRY OPENING USE 3/10' OIA TAPCON ANCHORS OR
SUFFICIENT LENCTH TO PROVIDE MIN. 1-1/4- EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON
CHART. 3) SEE
ELEVATION FOR KEY TO TA CON LOCATIONS. 4) INSTALL
r SCENTS OF %"CENT LENGTH TO PROVIDE 3/4' YW. EMBEDMENT INTO WOOD DUCK AT ILL O1HFA
FACTORY APPLIED INSTALLATION HOLES. 5) IF
EXACT WINDOW SIZE IS NOT USTED IN ANCHOR 04AR7. USE ANCHOR QUANTITY USTED WITH NOR LARGER SITE.
FOR THE APPROPRIATE DESIGN PRESSURE REOV. R%3
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O Ix11 ASSEMBLY DRAWING
SERIES 1440/
1540 ML SINGLE HUNG WINDOW 1 pAlr
1F
D FT LIL BB N
A az-?i-
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FItOOLCT TEppOL04Y C . 23o INIUIW.nom AIL_ RM 23IL 1WJ.T1 01. FLOIm4 327.9 MC14 IM W5-SL:
CAULK UASCN \ BUCK a 5(F.Ry
OPENING BY DINERS
ONE Br W000
BUCK BY OTHERS
CAULK BETWEEN
DOW RANGE
t WOOD BLACK
Stucco
BY OTHERS
I PE RuAETER CAULK J
BY OTHERS
GLAZING —J
WINDOWHEICKI E,TETNOR
i
PER
1
OR CAULK
BYBY OTHERS
1
INSIALL.RtrI ANCHOR
3/16- NA IAPCON
BUCw WID7N
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Sw AS REO'D
yO,lCREFE ORSOLAR, OPENING
SEE NOTES)
1-1, AIN
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B, OTHERS
SHINu AS RE00
RANGE TYPE
WINDOW FRAME O
CAULK BETWEEN
SCE NOTES) JA..B WOOD BUCK k
d M.S T OPINING
B* OTHERS
GL A21NG
INSTALL."". ANCHOR
U 1-1/a LAIN 3/16• O.A 7.PCONliEMBEDMENT0
1/A• MAx ONE BY V.ODO
SHW SPACE [17i R10R
BUCK By OTHERS
CAULK BETWEEN
PERIMETER CAULK WINDOW FLANGE
BY OTHERS WOOD BUCK
WINDOW WIDTH OROR MASONRY
OPENING
RANGE TYPE
BY OTHE RS WINOow
FRAME SECTION 2 ,TUCCo 1 —
COMPARATIVE
ANALYSIS & TAPCON ANCHOR LOCATION CHART WINDOW
DESIGN PRESSURE TAPCOI: ANCHOR SIZE
INCHES CAPACITY IN PSF LOCI- iIONS nblN/
HEIGNT EATERIOR INTERIOR MEAD J,Y85 17
x 60 AO 5B 0,E I.G T7
77 AO 56 C DEI.G 16
16 40 106 C MI ZAa16AO697+
x 24 AO 55 A.B f,G I+
x 30 AO A5 A e r.c x
0 AO A B F G i7A ,
e 0 AO A.8 O.E.GF.c 7+
A 60 AO Ao A 8 0 E I.0 74
a 0 AO B O[.r.G 732 %
e AO AD B D C.I,G 36 .
I+ AO AO B O.0 f.G 35 %
5 0 AO A. D.C,f c x
77 AO o A.: D.[,E.c 36
DA AO B D,C F. A8 %
B AO 0 OA.B D C f.G A6
x 6o AO AO A B O.E.r.c 64
A 7A 0 AO A B r.G 77
x le 40 AO A.B r,G 77
x 60 AO AO A.8 D E.r.c 73 %
16 AO AO A.8 M I HEADER
IF OTHERS CENTRAL FLORIDA B.O.A.F. BUCK
wINOOw bUNUFACTURER NAME: EIGH
T W TH MANGE
TYPE NDOWrRAME9LL
Q
0
4
CNr
Er,RAWMINUM MASTER FII.E #
A C GENERAL
NOTES_ 1)
SHIM AS
REO'D. AT EACH INSTALLATION ANCHOR WI7M LOAD BEARING SHIM, Max. ALLOWABLE SHIM STACK TO
BE 1/A". O E. I)
WINDOW FRAY[ W7[R1Al: ALUYINUY ALLOT 6065. 1 1 3)
USE LATE CAULK BEHIND WINDOW FLANGE AT HEAD @ JAMBS SILL MUST BE ATTACHED 70 THE SUBSTRATE WITH
IAMEIA 116 ADHESIVE CAULK OR APPROVED EOUAL. APPLICATION OF VULRIM
116 ADHESIVE CAULK Al FRAM[ SILL MUST COMPLY VITTM SEALANT 2 MANUFACTURER'S
RECOMMENDAI TONS IN 5) USE
LATEXCAULKFORPERIMETERSEALAROUNDEXTERIOROFWDOwFLANGE6) GLASS THICKNESS
MAY VARY PER THE REOUIREMENTS Or ASTM E1300 GLASS CHARTS 7) WHERE WATER
RESISTANCE TEST REOU IREMEN7 OF 15% OF DESIGN LOAD AP [Es. POSITIVE OCSIGA LOADS WILL BE
LIMITED 10 400 PSr DUE TO WATER TEST PRESSURE OF 60 P3 ACHIEVEDAIN TEST WINDOW H 1
B)
INSIALLATToN FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16 D HGT. I.PCON
ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN 1-1/4EMBEDMENT INTO SUBSrRATE AI LOCA71ON5 SNOWI+ ON
CHART. 9) SEE ELEVATION FOR
KEY TO TAPCON LOCATIONS TO) .SI ALL RI
SCREWS OF SurrlCCNi LENGTH TO PROVIDE 3/4 MIN EMBEDMENT IN70 WOOD BUCK AT ALL OTHER rACTORYAPPLIEDINSTALLATIONMOLESIFFACTORYAPPLIEDMC_ES ARE NOT PRESE'J. ITS SCREWS SHOULD BE
PLACED AT MA1. 6' FROM CORNERS A MA, 7.• O,C. 11) IF E-CT
WINDOW'SZE IS .01 LISTED IN ANCHOR CHART. USE ANCHOR OUANT17' LISTED WITH MEAT LARGER SIZE. FOR
THE APPROPRIATE DESIGN PRESSURE ROOD 12) GENERAL 1,50
SERIES PICTURE WINDOW IS SHOWN THIS PRINT ALSO APPLIES 1: THE 1550 SEPIES F G MARBLE SILL
STOOL BY
OTHERS PRE -CAST
SILL CAULK
BETWEEN WINDOW rLANCE 5, OTHERS @ PRECAST
SILL NIT" VULKEU 116 ADHESIVE CAULK OR
APPROVED [OVAL SECTION 1
ELEVATION VIEWED
FROM EXTERIOR
IOOI
W. C,.ser Rd. • Wra0al. 71 7500E • P.O. ie1 83077.Was. 17 TWs acic+Ino- INSTALLATION
E•_TAIL SERIES
1450/1550 F'_
ANCE PIV H EC wA.. A.
Ns-P
n 7:•II BB NIA cma P.
I:
SHEATHING
By OTHERS
1B INSIALATICN ANCHOR
iCRE W SHOWN (l YP )
EaTERIOR---, FINISH
BY OTHERS
PERIMETER CAULK
BY OTHERS
FIN TYPE WINDOW
FRAME HEADER
FxTERiOR
FIN TYPE —
WLNDOW
FRAME SILL
PERIMETER CAULK
BY OTHERS
e SCREW1NSTALADON
ANCHOR SHOWN
TIN) /
EXTERIOR J
FINISH
BY OTHERS /
SHEATHING J
BY OTHERS
CAULK BE IWEEN FIN SHIN AS REO'D
dr SHEATING SEE NOTES)
1- MIN.
EMBEDMENT FIN TYPEWINDOW FRAM[
JAMB
BYOTHERSI II SHIM
AS REO'D. SEE
NOTES) EuBCOuENT
SECTION
t WINDOW
HEIGHTFe
INSIALATION ANCHOR SCREW SHOWN (IYP.) Z
k w000 BY
OTHERS CAULF '
E MEN SHE
A, FIN By
o,...as 1'
MIN. CMBEDMENT
r
SHEATHING
BT
OTHERS WINDOW
YWDTH \—Ex-7ERBOR FINISH Br
OTHERS E)(
TERIOR PERIMETER
CAULK BY
OTHERS SECTION
2 WINDOW
WTH ANCHOR (
i rP.) 0
0 0 0 o
2
IX' /
MAX (
IY7Y P.) O
O WINDOW
EQUALLY
SPACE ANCHORS (
T YP ) HGT.
O
0 0 /
0 SHIM
AS REO'D o SEE
NOTES) 0 O o 0 0 6 MAX. (TIN ) 2
X wow BY
OTHERS ) --6
MAX, (TYP.) CAULK
BETWEEN ELEVATION
WINDOWFINaSHE
A THING VIEWED
FROM EXTERIOR l7.
Et111111C AE 9 UM.. R Nhl?ff C—
AJeRA(_AlUM)N (tJ MASTER
FELE # 3 COMPARATIVE
ANALYSIS N ANCHOR CHART WINDOW
DESIGN PRESSURE NO OF 19 SCREWS NO OF 0090 01A. NAILS S12E (
INCHES) CAPACITY IN PSF REO'D IN FRAME REO'D IN FRAME WOTH/
HEIGHT EXTERIOR INTERIOR HEAD I SILL 0-EA. JAMB HEAD S&L O EA JAMB 16
A 30 109 09 2 2 7 2 2 3 t6
a 40 e3 e3 2 1 2 J 1 2 1 3 16
A 50 63 53 2 2 3 2 2 3 2
3 20
X 30 66 66 2 2 2 2 7 20
k 0 73 73 2 2 3 2 2 20
a 50 559 59 7 2 3 2 2 a
2 2 1 2 Ie
a 30 57 51 2 7 2e
a 40 52 52 2 2 3 2 2 J 25
F 50 46 A6 2 2 3 2 1 230
a 30 57 2 2 2 1 2 7 30
X AO 9 7 92 2 3 1 2 3 10
a 50 43 2 2 3 2 2 A 2
2 2 2 K 3e .
30 41 a3 3 I 3e
a KO AO AO 3 3 3 3 3 3 3e
a 50 AO AD 3 3 3 3 A 40
3 S 3 3 5 o .
30 o Ko 2 AO
A AO AO AO 3 3 3 S 3 3 AO
X 50 AO AO 3 3 3 1 3
3 S 3 5 1)
SHIM AS REO'D ADJACENT TO EACH WS7µLATICN ANCHOR WIH LOAD BEARING SKIM wa. µLOWABLE
SHIM STACK TO BE 1/4' 7) '
mDow FRAME MATERIAL ALUMINUMALLOY 6063 3)
USE LAY Ex CAULK BEHIND WINDOW FIN AT MEAD. SILL A JAMBS. K)
USE LATEX CAULK FOR PERIMEIER SEAL AROUND EXTERIOR OF WNDOW FLANGE. 5)
GLASS THICKNESS MAY WARY PER THE REOUIREuENTS OF ASIM E1300 GLASS CHARTS SINGLE GLAZING
IS SHOWH. INSULATING GLASS IS ALSO DUALIFHED. 6)
WHERE WATER RESISTANCE TEST REOUIREMEHI OF 15s OF DESIGN LOAD APPLIES. Posall DESCH LOADS
wLL BE LIMITED TO A00 PSF DUE TO WATER TEST PRESSURE OF 60 PS'AC.EVEO IN TEST 7)
INSIµLA7,DN. FIN FRAME WINDOW P7 WOOD FRAME OPENING WITH TWO BT WOW STUDS. USING 0090
IN, OA NAILS OR Fe SCREWS OF SUFFKIEN7 LENGTH TO PROVIDE MIN I' EMBEDMENT INTO SUBSTRA
1E. e)
IF EXACT WINDOW SIZE IS N07 LISTED IN ANCHOR CHART. USE ANCHOR OUANIITY LISTED NTH NElI
LARGER SIZE. 9)
GENERAL µuwmLpA'S 1140 SERIES SINGLE HUNG R SHOWN THIS PRINT ALSO XPPLQS 10 THE 11A0 IHSLAATING
GLASS SINGLE HUHG SERIES 1001
R CJIK6T Id. A CWDCW 1 7[ 7500i • P.0 EFT 111072 A Nbt 11 7521 Hr•.
c Ik Ic.A,o- ASSEMBLY
DRAWING SERIES
nA0/19A0 IDL SINGLE HUNG WNOOw a.
A c—A F• M.,L i
BeNAOAIE
SYM Ia S.O. _ Ea cuv
11/OSi01 B PG=N-0013
1' MIN
TMIND
EMBEDMENT
VOnERS
CAULK ICMIND FIN
C.7CPIQR
r INISHBrRIMER$
IrRIMETEROTHERS EAULK
rIN IWINDOWTP[ FRANC
HEADER
GLAZINGISCCNO TEST
E.ICRIOR
IFIN 7YPCFRANCSII
PERIMEIE
IY OTHER
EXTERIORFINISH
I OTHER
CAUL 21
SwCAtwl)...
Br OTHERS m
WvIDTw IF.'
w1 In00WSHIM
SVK[ 2 .
IY WOOD 1+
OTERS SHIM AS RE DID 2 . v000 Br
OIMERS FIN
71PE vINDDv 8
INSI.LL.IIDN FRANC JANI AMNCR
scv[W 0.
A21NG 1'
NIN SY=
M
AS RC o•D ISEE
ralCil Cna
DNCNI WINDOW
HEIGHT2
WINDOW
HEIGHTS
TCO'
D. I
I.' MAX SHIM
SPACE I
INSTALLAI ION ANCHOR
SCREW 2
X WOOD IY
DTNCRS TCRIOR
PERIMETER
CAM 1T
OTHERS 1
INSIALLATIO. ANCWR
SCRCV EXTERIOR
f
WISH CAULK BE MIND FIN ERS
I1OTTSECTION
2 SHEATHING 11
OTHERS COMPARATIVE
ANALYSIS & ANCHOR CHART WINDOW
DESIGN
PRESSURE NO Or .D SCREWS rd or 0099 DIA NA!LS orSIZE
IINCHC
S) CAPACITY
IN PSr R[OUIRCD IN FRAME IN FRAME VIDTH/
KIGMT C.IERIOR INTERIORT
2
EA JAMB MEAD L SILL CA JAM'. 20 .
30 0 0 2 2 2 20
X 0 0 1 0320 X50003223030•
0.0230 O0032330
a 50 0 0 3 2 30 6020
02 A .
0 0 O 3 3 30 a500030 .
50 . 30 0 0 2 50 . •
0 0 0 3 3 3 50 . ]
0 0 0 3 3 14 50 . 60 0 0 3 5 73
1 0 CENTRAL,
FL®RWA B.O.A.F. MANUFACTURER
NAME. SCa
ER-4L A/ r /MrN P7_ MASTER
FILE #NOTES
1RCWATER RESISTANCE TEST RCOUIRCMCN7 Or 15T Or DESIGN LOAD APPLIES POSIT
VC DESIGN LOADS WILL BE LIMITED TO .00 PST DUE 70 WATER TEST PRESSURE
Or 60 PSr ACHIEVED IN TCST. 2)
INSTALLATION FIN FRANC WINDOW IN WOOD FRAM OPENING WITH TWO IT VOOD STUDS
USING .1 SCR[ VS Or SUrr ICICHT LENGTH TO PROVIDE HIM, I' EMBEDMENT INTO
SUISIIRATE OR Q099 IH DIA NAILS. 3)
IF ELK1 WINDOW SIZC IS N07 LISTED IN ANCHOR CHARI. USE OUANT17V LISTED 2
VI
K.i LARGER SIZE. SHIM
A$ RED 0'ADJACCNI TO EACH INSTALLATION ANCHOR V17H LOAD BEARING SHIM COUALLT
SPACE MAX. ALLOWARE SHIM STACK 10 BE li.' ANCHORS (
71P) 5) WINpOW FRAME KAICRIAL- ALUMINUM ALLOT 6063 61
USC LATEX CAULK REMIND WINDOW FIN AT MAD. SILL L JAMBS 71
USC LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR Or WINDOW FLANGE II
CLASS 7MICKNESS MAY VARY PER REOUIRCMENIS O- AS TM E13DO GLASS CMARIS SINC1.
0 fi AZING IS SHOWN INSMA7IMG GLASS ALSO OUALIr1ED 91
GENERAL AL VIIWMS 1100 SCRICS PICTURE WINDOW IS SHOWN THIS PRINT ALSO APPLIES
70 1900 SCRICS PICTURE WINDOW. 6.
MAX, (7TP) f
6-
MA.. ITTP) ---4 -- ELEVO
j VIEWED
FROM EXTERIOR
CAUK BEIVEEN-
VOOD PUCK L
SO"R, On NINE
11 DINERS
CAULK ICt VEIN VINDOv
CLAMGE L V000 IUK
OGRE IE I AI
DINEO1KOn"INE \ p, DINERS ExTERIOR
FINISH - II
DI EQS PCRIMEICR
CAULK' DT
DINERS FLANGE
7TPE - VIM
DOV FRAME MEADER
VIr.
DOV EATERIOT MCIGM7
ONE
e, WOOD NOTES RUCK
11 OTHERS 1) SHW AS REDD AT EACH INSIALLAIION ANCHOR USING LOAD BEARIN.. SHI- LAAA LLODABIE
Sw STACK TO BE I/A-. rINSIALL•
TIOM ANCHOR 2) VRNDO" FRAME ..ATCRUL. ALU-IMU. ALlO, 6063. D/
16' 01. IAPCDN S) USE LATEX CAULK BEMIND "INDO- FLANK',( AT MEAD. SILL & JAuBS USE
LATEx CAULK FOR PERTNITER SEAL AROUND CxIERIOR OF vINDCw FLANGE r
SHIM AS Ri0'D 51 GLASS TNLCKNESS -AT VAII, PER THE REOV.1E-INTS OF AST- EISOO GL.•SS CNARTS 6) DESIGN PRCSSURC COACT" 0< VINOOv l IMi I.LLAIID. IT LIMITED lE •OD Pir. ISCC -01(S, 7, rCR INSTALL A 7IO. Or FLANGE rR.ME VIMOOVS IN CONCRETE OR wSOKr OPENING USE 16'
01. T.PCOM TYPE AK)aRS Or SUFFICIENT LCNGi. t0 PROVIDE `IM I-1/.' EMeEDKENT
INTO SUISIRAIE PIKE ANCNEITS 6- wA FRET. CORNERS L 24' OC MA. IC7VEE.
B,
BUILD OOVN AROUND CURVED PORTION or WINDOW FRANC 70 DE C-GIMEE9CD IT DINERS Q
MILD pOVx nu51 1E Or SUFfICIC.Nt fIRCNC 7M TO .DCOW iCLr IR.xf i4 LOAD rROn n1EDMENl
p
vINDLIv 10 THE SI RUIIPE 9)
ELEVATIONS SNOV COM.N. CONFIGURATIONS IT IS NOT INTENDED TO L!•II USE iHl$ T
1/.•
SHINNux PRODuCt
10 i"CSE TVO CO 11LPAIIO.S I"1S SI(EI APPLIES TC ALL CONFIGURATIONS GMAT
CAN BE MANUFACTURED FROM 14 1.50/155D SERIES DESIGNER ri)CD VOOV 1
y SPACE 1
rRANING SIS7CM CENTRAL
FLOREDA B.O.A.IF. MANUFACTURER
NAME: MASTER
F)IL)E # GLAZING
IITF. SCE
ICI[L DUCK
NEIG-T SNIN
AS REDO SCC
NOTES) FLANGE
ITr[ VINDOV
FRAME SILL
ON[
S, W00D DUCK
IT BUIECAULK
ITOt-ER IT01MER51/
4' MAl f SHIM
S.CC J a
a E.
IOTHER fInISN J I d DT
OTHERS T
CAUK
IC7vEEM VIMDOV J
C-
REDME-T FLANGC
L WOOD RUE CONCRETE
Oj INSTALLATION ANCHOR SW'
on-ING 3/16' DIA IAP[DM IT
DINERS C.
UK BETVEEN VOOD RUCK L wSOM,
OPENING 11 OTHERS SECTION
I WINDOW
WIDTH ELEVATION
VIEWED
FROM EXTERIOR ej
n %
i/__f- lUvl
Sin-= I/.' M.
1. "n"i 5 SHIM SPACE
SHIM AS
RCO'O I-1/•- MIN ISCC NQICS) ?'
n1CONE MT FLAN J-11
1,
PC E1
OT ERS "
GNLAINDOV FRAME ,MOOD
p1CKLAAa,1A S',
OPExIxGIT OTHERS r o4AID411,
F NIIILA7ICIH .
1NO. SEC
TOILS, 3/
16' DIA
TAPED. ONE DI VOOD
PERIMETER CAULK SUCK
IT DI-
ERS p, DINERS CAUK
SETVEEN EATER
TOR fIMISM
VINDOv FLANGE I, OI)(RS
WOOD BUCK VI.10, VIDIM ,
CO.CRCIC OR rUSONPr LP,., SECTION
2 IT
DINERS v;,
DOW WINDOW
HEIGHT HEIGHT 2
1 1
2 YTE I WINDOW
WIDTH
ELEVATION
VIEWED FROM
EXTERIOR
1001 I Ct"
Rd • CM.BDL TE 15oop • .0 w, e11077.0dam• TE 75111 P. IY6 Rtt.' ;
D• I NSTALLATION DRAWINGONEBY BUCK SERIES 1450/1550
DESIGNER PICTURE WINDO'= BB N/A
LCP M,L
CMR. vKa 3, I IC" _
3/20/02 1 B I GEN-D^25
SHE A' BY CTHER!
CAULK ei
E.TERIOR F
eY 01HERS
PERPFE TER
CAULKBT01HERS
FIN TYPEFRAMEHE
SEE NOTES
FIN TYPE --- FRAME SILL
PERIMETER CAUL. J
BT OTHERS /
FS ISIALLATION J
AMCNOR SCREW (TYP )
E.FER•OR FINISH
BY CNERS
CAL'_K BEHIND FIN -
SHEATHING
BY 0rNERS
1i ER6
NSTALLATION
NOR SCREW (IYP )
SHIM AS REO'D
SEE NOTES
SHIM SPACE
1
AHDOwHEIGHT
1/A' YAA
SHm SPACE
SHIM AS REO'D
SEE NOTES
1- IRK 7 A FR AMwG
EYBEpuCNI B1 OTHERS
SECTION I
NO;:
I) DESIGN PRESSURE CAPACITY OF ..DO. • MISTALLARON IS 400 PST.
7) INSIµtAno. or FIN FRAYS M.DOw IN w000 FRAME OPENNG wTH Tw0
BY WOOD STu0s. USING OC99 IN OIA NAILS PLACE o97 NAILS 6" FROM
CORNERS YA• t e' OC A. BETwEEN
31 FOR INSTµLATIOI OF FIN FRAME wwDO" INwODD FRAME OPENING MTH
Two BY wOOD SILKS 2-C Fe SCREWS OF SUFFICIENT LENGTH TO
PaOVOE MIN I IN EM9EO.E.T INTO SUBSTRATE PLSCE SCREws 6" Alu
FROM CORNERS 4 7•' DC Y A aET.EEN
SHIM AS REO'O AD:KENT TO EACH INSIALUIION ANCHOR WTH LOAD
BEARING SHIM. MAIL, µI--E SHIM STACK 10 BE I/•
vnhDCw FPAmE MATEau. ALUMINUM ALLOY 6063
6) USE LA1EA CAULK BEHIND WINDOW FIN T HEAD. SILL Q JAMBS
7) USE LATER CAMK FOR PER-ETER SEA- AROUND EATERIOR OF
NOOw FLANGE
e) GLASS THICKNESS MAY VARY PER THE REOLPREuENTS OF ASTIR E1300
GLASS CHARTS
9) eUILD DONN AROUND CURVED PORTION OF wINDOw FRAME 10 BE
ENONEERED BY OTHERS BUILD DOWN MUST BE OF SUFFICIENT
STRENGTH TO ADEOUATELT IRANSFER LOAD FROM WINDOW TO THE
STRUCTURE.
10) ELEVATIONS SHOW COMMON CONFIGURATIONS 11 IS NOT INTENDED TO
LIMIT USE OF THIS PRODUCT 10 THESE Two CONFIGURATIONS THIS
SHEET APPLIES TO µL CONFCURAT10MS THAT CAN BE MANUFACTURED
FROM THE 1100/1100 SERIES DESIGNER FIRED PICTURE mmDOw
FRAMING SYSTEM
CENTRAL- FLORIDA B.O.A.F•
MANUFACTURER NAME:
4 'fER.4,L 4./ 0M/n//JM
MASTER FILE # 2,
H w9 Dw wDrH
0
H1 Maro
0
ELEVATION
VIEWED
FROM EXTERIOR d3
z-cz SHIM
v.cE LPL IwO
BY FRAMING 6HIY •
S RCOb eY OTHERS FIN
rEPE FRAMEIEMBEDMENT
SHEAnNG
BY
OTHERS G,.
b.c (TYIA CAUL( BEHIND FIN SEE
NOTES CATERIOR
FINISH BY OTHERS EAIERIOR
E61NSIµlADOn ANCHOR
SCREW (TYP ) w
DOw 01HPERIMETER
CAULK BY
OTHERS SECTION
2 DO.
WIDTH - o
o' HEIGHT
o O ' HEIGHT /
O
I —
mJ ELEVATION
VIEWED
FROM EXTERIOR
CAULK BETWEEN WOOD
2UCK i MASONRY
OPENING BY OTHERS
ONE BY WOOD
BUOL BY OTHER .
CAULK BETWEEN
CREORSLICK Q
RANGEIW000BUCMMSONRTYOPENING`
Q BY OTHER
C x7ER:
OR !NISI BY OTHER
PERIMETER CAULK
J BY OTHER
GLANCE TYPE
WINDOW FRAME
NIEAOCR EXTERIOR
RANGE
TYPE
WLNDOW rRAYC
PERIMETER CAULK
BT OTHERONEBy
WOOD BUCK By
OTHER ASTAI.L.
101 ANCHOR BUCK WIDTHflAlE 1
11//
IN 3/18'
CIA TAPCON Eu2C0uEN1 FLANGE TYPE
1 AS REOD SHIM AS
REO'D DOW FRAY[ S NOTES) SEE NOTES)
UAM8 CONCRETE OR
SONRY OPENING
BT OTHER
ENTSDMENT INSTALLATION
ANCHOR
3/16'
CIA TAPCON PERIMETER BY
OTHER,
AUK BETWEEN MDIHMASONRY WOOD
BUCKYNDo. OPENING SPACEYAx.
BT OTHERS EXTERIORI. RIOR
L.NISH
BY OTHERrODD'BUCK
BUCK HEIGHT
SECTION2 ANCHOR (ITT, )
H N
K HI Pat
CAST
Sal 8T OTHERS
CAULK BETWEEN WNDOW Fl•nGE 8 PRE
CAST SILL WI TN VIAKEM SECTION 1
116 ADHCSIIE CAULK OR SCHNEE MOREHEAD 8500
ADHESIVE SEALANT DOW 1)
SHIM
AS REO'O, AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX ALLOWAELE SHIM
STACK TO BE 1/4' 2) WINDOW ;
RAMC MATERIAL: ALUMINUM ALLOY 6063 3) USE
LATEX CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS.SILL MUST BE ATTACHED TO
THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EOUAL K) APPLICATION
OF VULKIM 116 ADHESIVE CAULK OR SCNEE-MOREHEAO SSW ADHESIVE CAULK AT FRAME
SILL MUST COMPLY NINTH SEALANT MANUFACTURER'S RECOMMENDATION. 5) USE
LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) GLASS
THICKNESS MAY VARY PER THE REOuIREMENTS OF ASTM E1300 CLASS CHART SINGLE GLASS
IS SHOWN. INSULATING GLASS IS ALSO OUALIFIED 7) GENERAL
ALUMINUM'S 1480 SERIES MODIFIED SLIDER IS SHOWN THIS PRINT ALSO APPLIES TO THE 15E0
SERIES MODIFIED SLIDER INSULATING CLASS B) DRAWING
APPLIES 10 INSTALLATION Or rLANC( FRAME w.DOW IN CONCRETE OR MASONRY OPENING USE 1`' A
iA NAmC OR O SUFFICIENT LENGTH TO PROWOE YIN 1-1/4 EMBEDMENT INTO SUBSTRATE ON rSEEELE-
TIONS FOR KEY 10 IAPCON LOCATIONS 10) INSTALL
F8 SCREWS Or SUFFICIENT LENGTH TO PROWDE 3/4. MN EMBEDMENT INTO WOOD BUCK AT ALL FACTORT APPLIED
INSTALL A7*- HOLES WHIR[ TAPCONS ARE REO'D I1) Nf
EXACT WNDOW SIZE 15 NOT LISTED IN ANCHOR CNAR1, USE ANCHOR OUANIITY LISTED WITH NEXT LARGER •SZE. '
0 2
G
COMPARATIVE
ANALYSIS
h TAPCON ANCHOR LOCATION CHART VINDOW SIZES
DESIGN PRESSURE TAPCON ANCHOR LOCATION INCHES CAPACITY
IN PSF REO*D. IN FRAME TH HEIGHT
EXTERIOR INTERIOR HEAD JAMBS 24 x
12 r24 40110 H.K A,G 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 7,3 H,K A,G 60 x
24 40 40 H,K A,G 60 x
36 40 40 H,K A,G 60 x
42 40 40 H,K A,G 60 x
48 40 40 H,K A,B,F,G 60 x
55 40 40 H.K A,B.F,G 72 x
12 40 70 H.K A,G 72 x
24 40 40 H,K A,G 72 A
36 40 40 H,K A,G 72 x
42 40 40 H,K A,B,F,G 72 x
48 40 40 H,K A,B.F,G 72 x
55 40 40 H,K B.C.D.F,G CENTRAL FLORMA
R. O. A. F. WINDOW WTO1H
MANUFACTURERNAME: ELEVATION g2e,
6 .4-L ,4u//A-rrKV VIEWED FROM
EXTERIOR MASTER FILE # $ Ilpl . GX»
T 4•fmMWL C Tsml•Fa IW IIL872•hrA 0 TSMI INSTALLATION OWG
MASONRY W/ ONE BY BUCK SERIES 1480
MODIFED HORIZONIAL SLIDER WINDOW DIN.• SHAD
K•L[ N/A
03— I
SIN
y
a.r..W ,NWc. D3ATE 20/
02
III.• - DW+
c
NA [ E'+0027
1V11 XCI-
LNf ••• 1•RN b-LYL cart 4ArYR
S•
N
AT+fw N+SKI
HC•NANK• CPW, :W R•IaH
SHE A TV..INC
CAULK BETY.=EN FIN
By OTHER
A SHEA:ANC
1 NIN
9 SCREW •NSTALATION j EMBEDMENT
ANCHCR (TIP,)
2 X FRAMING
EA T7RICR FW1SH Er OTHERS
BY OTM-IS
PERrVET-R CAULK
1/A' MAX
BY OTHE+SHIM SPACE
F:N 77=E
YJNDC•1 NIN AS REO'DFRAMEHEADER
SEE NOTES)
WINDOW
HEIGHT
xT RI R
IIII NT E
FRAME Y.L%
SILL STOOL
BY OTHER
SHEATHING 2 x FRAMING
r B, OTHER BY OTHERS
1 CAULK BETWEEN
1/A MAX SHEATHING & FIN
lu A5 Rr0 O SHIM SPACE BY OTHERSSEENOTES)
FIN TYPE 1-MIN
WINDOW FRAME ~'EMBEDMENT
JAMB
re SCREW
INSTALA71ON
ANCHOR (TYP.)
WINDOW WIDTH Ex TERIOR FINISH
BY OTHERS
XT RI PERIMETER CAULK
BY OTHERS
SECTION 2
6"MAx.(TYP) -
EQUALLY SPACE
ANCHORS (TYP, I I
O HEAD, 9LL,
IaJAMBS)
PERIu"TER CAULKf L 1/4' MAX
BY OTHER SHIM SPACE
SHIM AS REO'D
B S:REw (SEE NOTES) WINDOW
HEIGHTANCIOR (TYP.) 2 A FRAMING
DY OTHERS
A TE: OR
cY C' AERS ` CAULK BE iwtfN
WINDOW FIN E,
Sr EA-iING _ SHEATHING
3Y C-HER 1 MIN.
EMBEDMENT
SECTION 1
Gr'.-R-_ NO7E5
1) S-L' AS RECD ADJACENT TO EACH INSTALLA^0% ANCHOR WITH LOAD
RIBELNG SHIM MAX ALLOWABLE SHIM STACr TO 2E 1/4'.
2) Y::."w rRA,JE MATERIAL ALLOT 6053
31 UEE LATEX CAULK BEHIND WINDOW FIN AT HEAD ,SILL B JAMBS
USE LATEX CAULK FOR PERIMETER SEAL ARC -.ND EXTERIOR OF WINDOW
FF AME.
5) G_,SS THICKNESS MAY VARY PER THE REOUI-EMENTS OF ASTM WOO
9•.xE GLAZING IS SHOWN. INSULATING GLASS IS ALSO QUALIFIED.
6) D;,—C APPLES TO IN57ALLATHON Or nH ra-E WIN:Ow w w000 FRAME OPENING
w-- TWO BY n000 STUDS US-G 099 IN 0.. SUIA.•S :3 06 SCREWS Or SUrrIOENT LEti;IH TO PP=TIDE MIH T• EMBEDMENT WT,, _i1R a'E 7j
V EaACT WINO,• SZc IS HOT LISTED •1 CHAG7• ',SE A.CHCR OUAHTITY LISTED w7r LARUR
SZE 6)
GE'._iAL AIU-WU'S 1130 SERIES HORIZONIAL S. DE- x SIOwN. THIS PRINT ALSO AF-_
ZS TO TEE 1960 INSULATwC CLASS HCRIZO.'AL SVOER SERIES 2
1
ANCHOR (
TYP ) A%(
TIP) WINDOW
WIDHT ELEVATION
VIEWED
FROM EXTERIOR''• s- ., COMPARATIVE
ANALYSIS & ANCHOR. CUANTITY CHART WINDOW
SIZE DESIGN PRESSURE 18 SCPEWS R:^D 099 NAILS REDD INCHES
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 40 3 3 4 5 60
x 12 40 73 3 2 6 2 60
x 24 40 40 3 2 6 2 60
x 36 40 40 3 2 6 3 60
x 42 40 40 3 3 6 3 60
x 48 40 40 3 3 6 4 60
x 55 40 40 3 3 6 5 72
x 12 40 70 4 2 7 2 72
x 24 40 40 4 2 7 2 72
x 36 40 40 4 2 7 3 72
x 42 40 40 4 3 7 3 72 %
48 40 40 4 3 7 4 72
x 55 40 40 4 3 7 5 MANUFACTURER
NAME: MASTER
FELE# ft—
I. •.
D.rr ta•t.r.w.A n Tfoof.r.a v. [1107T •O.rA It n>a1 INSTALLATION
DRAWING WOOD FRAME STRUCTURE SERIES
1150 /19ED MODIFIED HORIZONTAL SLICER 0— •.
tD f:r[ 86
N/A IO•
ORv —V " I
n. 103/11/0: GEN-OC2?
MULLION
ANCHOR
BRACKET
WINDOW
FRAME JAMB
TYP.)
m
SECTION
EXTERIOR
INSTALLATION MULLION
ANCHOR ANCHOR
TYP.) BRACKET
CF,NTRAL FLORIDA B. O•
MANUFACTURER Nt E
DWG No: GEN70452
GA P
MULLION
II I DIE NO. 1445
I II I
I II I
I II I
I II I
II I
I•
INSTALLATION
ANCHOR
TYP.)
E'ER FILE #
8 SELF TAPPING a °
SMS (TYP.) c
SUBSTRATE
MULLION
DIE NO. 1445
A -A
ELEVATION
v
4a
v ° SEE NOTES
2 & #3
1-7/8 —
SECTION B-B
NOTES:
1445
MULLION
WHEN
INSTALLATION
MULL SINGLEAPPLYHUNG ANDD OR
ALUMINUM
P CTUREBE MULLIN,
WI DOWO SIDEEBYO
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
SCREWS OFF SUFFICIENT
OLTHR
TOTIOACHIEVE 1-3/8
N, ATTACH MULLION
NN. EMBEDMENT AINTOTE SING IO 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 ORN:
JS APRvO: - - - -
DATE: 3/1 7 /O2 wT/
FT: - - - - SCALE: HALF • MATL. - -
DWG NO.• GEN-0452 O
1-
00 PREPARED
Or. PRODUCT TECHNOLOGY CORP. 250 INTERNATIONAL PKNY. HEATHROW. ELOMDA 32140 PHONE 0565 FAA 407-605-036E
6 k it.,
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 6 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
4 f5
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 MULUON 01445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT & APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 80SM65I FAX 407 8054366
CA020122
FEB. 19, 2002
02-0217
A 4
GENERAL ALUMINUM CORPORATION
HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION DIE #1445
FLANGE
VERTICAL
P.W. SIZES
WDW. WTH. >
WOW. HGT. V
16.000 24.000 36.000 48.000 53.125 73.000
16.000 1609 1497 1497 1497 1497 1497
24.000 622 515 486 466 465 465
30.000 331 262 241 219 203 203
36.000 279 220 200 180 164 162
48.000 268 211 192 172 156 153
60.000 204 158 143 127 112 108
72.000 153 117 106 92 79 76
CHART APPUES ONLY TO MUWON #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT 6 APPUCATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-03651 FAX 407 805M%
CA020123
FEB. 19, 2002
02-0217
DWG J-04cl
MUL LI
ANCH
BRACK
WINDOW
FRAME JAMB
TYP.)
STALLATION
ICHOR
YP. )
8 SELF TAPPING
SMS (TYP.)
iwvL_u0N
DIE NO. 1446
SECTION A -A
MULLION
ANCHOR
BRACKET
o v
v a
a
o
SUBSTRATE
MULLION
GCE N0. 1446
INSTALLATION
ANCHOR
TYP.)
SEE NOTESvI
a o #
2 & #3
1-7/8
SECTION B- B
CENTRAL FLORA B. C. A. Fo
MANUFACTURER NAbffEXTERIORELEVATION
MASTER FI,F # 5-
NOTES:
1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO.
1446, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP.' .
SIDE.
2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16' CARROLLTON, TEXAS
DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETAIL
EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446
3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10
DATE:
SCREWS OF SUFFICIENT LTH TO ACHIEVE 1-3/8" h91r1. EMBEDMENT INTO WOOD
AREA: - _ ORN: JS APRw: _ _ _ _ 3/,
FRAMING. WT/FT: SCALE: HALF MATL: OWC NO:
GE;I-=.I
PREPARED 91. PROOLL[ ILLRnULWl LWr., [Jl! m _nnninr.. .. a•.•.. ...•••..^ .• -
Sn IM AS 4E 0'D INS;ALLATIC'H r.NC--CR
SEE NOTES, a8 SCREv
SHEATHING
ifr OTHERS CALK 6ETL'EEN
DOOR -LANCE TvD 3T vOOD
L SHEATHING ?, OTHERS
x I 17T\--1, I r SHIM SPACE
1 lN`J L"I.:J 1-I/B- MIN J
EMBEDMENT
STUCCO
OR SIDING
TIT, OTHERS
SLIDING GLASS
DOOR FRAME
PERIMETER HEAD
CAULK DT
OTHERS
re-
DOOR vIDTH /<• MAx SHIM S:ACE
iv0 3, vDOD :
NSTALLATIGN C+4R
28 SCREv
1-1/8 MIN. IT OTHERS
No i, vmDEMBCDMENtByOTHERS
SLIDING GLASS
DOOR FRAME CAmc KTvEEN
JAMB HOOK STRIP L
SHEATHING
SLIDING GLASS DOOR IHOfD( STRIP
SHIM AS REO'D.
i (SEE MOTES) _
TEMPERED GLASS
TTP.)
PERIMETER
CAULK B,
OTHERS
U U ` TEMPERED
I GLASS (TTP-)
DOOR
I, r,
r„=.:7,,Lt HEIGHT SECTION B-B
o IDA uDERS
SLIDING GLASS
DCGP .FRAME --T
SILL
I D
1
INSTALLATION ANCHOR
RB SCREv
CATILK EETvCEN
DOOR FLANGE
L SHEATHING
SHEATHING \
6T OTHERS TCIPERED GLASS
Stucco (TTPJ
OR SIDING
37 OTHCRS SLIDING GLASS DOOR
INTERLOCK
SHEATHING
By OTHERS
STUCCO OR SIDING
By OTHERS
HOOK STRIP DETAIL
1-1/8' MIN.
EMBEDMENT
F DOW N.TCRIAL KINIMIN .LLOT AGA121 ,1 INsi1ZL.ti6 SCKVS Musr tt or SIlrrcMNT L( G:N TO ACHIEVE ,DN tNI'CDNCNT
Cr I-I/I' INTO VOOM TA CON TTK p4TALL.T1ON MCHER .T SILL TEST SE Cr
A1riciENT LENGTH 10 ACHIEVC -IN, ENKDGNT (IF1-1/.• INlO "mmA, O COIMIL
I IMST.LLAIID, AKWR CMA"T D. I..Cx Or IMIS SKIT.
31 USE SIL ICCMTCO KRRI[ tAAAR KHlwo OmI rLANf2 .I NT L YNlSUSESILIEOAIr1DACR,LIE CAULA fa K.UCita S[.L .RRI10 UTEa10R Cr DOCIL.
AI IF [.ACV OCOR Silt IS NOT LISTED IN AA061 CHART. USE NeMET Dw TNI LISTED VIM ICIT
LASMER SIZE. rtsf THE IPINWRIA:r 3ESIGm HIESVJtC KD'D -
TT TO, IOCKCT IxM Slits USE CLDSIST ITIASS DOOR SIIE L CDCITALT 113. TO TWINEDOCN:W.
I tACC IN' I -"I it). -NOW S. U raDNI or IOEx STRV Af LCVH
R, 4ASS T1,"NESS I VJT Ka RCWIKNCNIs (IFXN CITm Ens CHJIS
11 0" VAT IT A mVCO USING TEN EKD 4ASS IN SINGLE Q.iCD GR INSLI.IDG GLASS
10, 1.H1 / %ILL COHCRS J[ Tr' K TE.LED VItN A SNALL JOINT •CAN SCALCI11, SHIN .T RED'0. •I [A fLT Cr INL:.LL.TIV..KIGRL 1V,A
I` • EM3E eHCNi `. -
1T2lt, KL INS i.It•i1.
LOVA.0 TtMl. SIACL TD K D, 1( Q CSiSTN[i V,
4 .(L —D REPSETE. MI`GV[0 C3WICAAATtCNS
wtC At LISTED D. n R CJI )N l.C. or ISKEt. INIt4f C2WID/
I.fICAt LISTED .I0VEAK fIaN01 DR.N LVCLD,s:.LV11a EXTERI R ELEVATi N
SECITMS A• •1-l NGDI STRIP IlAil R, 1OLNSfLLAIJQI.Cl LL MfOVO I /.OwIWRAT 2 FANEL DOOR
SHOWN15,
fLCDt10A CA IRuOCRS lOmU
Ti[f -:DUG GL.SCO:S SAQVM TnIT POINT .LSD .1 25 T7 2m0 SERKS AND Sm SEa IES.
G A / • p J D I
LI--
E3ALLT
APP-
r CA,.-
LcING
t:NDER SILL OR
SET SILL IN -ED !NS
TALL AT IEn aNC.CR DF C1NCRE iE 3/I5' DIA
TA ON SECTION P-A FrEl 2002 j
DESCRIPTION DATE I INiFL
O R I D A INTRINC.RS SANFOIRD FL. I TITLE: SLIDING GLASS
DOOR
INSTALLATION wIT
H =8 SCRM DPAWN
BY: -2 APPROVED BY: I I
ATE: 12::-/r,; j5C LE
NTi D'G ?.'LEQ'1
CON[RE7E OR SHIN AS Pc'C'N _
MAS^MRT OPEMING ISEE 16TES7
2T
CAULK e_TV[EN
OOOP ILaldr-
L vJO: BUCK CAULK 2[TVEEN
VOOD BUCK L
PERIMETER MAS'Y. OPENING
CAULK li BY OIMCRSOTHERS1
STUCCO dBY07H1R1
v
INSTALLATION ANCHOR
B SCREv (TIP. VHCRE -
IAPCONS ARE NOT REO'DJ
SLIDING GLASS
COO; FRAMC
SILL
A
D
INSTALLATION ANCHOR '
3/16' CIA. IAPCON
INSTALLAIION ANCHOR
SCREv ITYP. VHERE
ONE By vOOD TAPCCNS A;[ NOT REO'D.7
PUCK 61 OTHERS
MiN
I [MBEDHENT
SLIDING GLASS
DOOR (RAMC
1/4• MAX.
JAMB
C ' F SHIM SPACE
SLIDING GLASS
DOOR FRAME
HEAD
TEMPERED
GLASS LTYP.7'
DOORHEIGHT
D
L
CMREDMENI
A 1-1/4' MIN
O
L13ERALLT APPLY
CAULK ING UNDER SILL
OR SET Sill IN KD INSTALLATILN ANCHOR
Or CONCRETE 3/16' DiA IAPCOM
SECTION A -A
TEMPERED GLASS
ITYP.7
PERIHETER
CAULK I
OTHERS
SG.D. VIDTM
IW M<I SHIM SPACE
1 I", MIN.
EMBEDMENT
ONE BY VOOD
I BUCK BY OTHERS
CAULK 6CT VCCN
Q VQQD BUCK L
MA$•Y. OPENING
BT OTHERS
SHIN AS REO'D.
ISEE NOIM
INSTALLATION ANCHOR
3/16' DIA. IAPCON
Q CAULK BETVEEN
DOOR FLANGE
L VOOD BUCK
a
CONCRETE OR
MASONRY OPENING
BY OTHERS
CONCPET[ OR
MASONRY OPENING
BY DINERS
INSTALLATION ANCHOR
VOOD
vEEN
K3/16' DIA. TAPCON
MAST. OPENING
BY OTHERS
CALLSLIDINGGLASSDMR
V
HOCK
BE IvECM
HOOK STRIP
HOD' STRIP l
V
VDOD LUCK
1
1-1/4' MIN. EMEEDMENT G
I Q
ONE BY VOOD
BUCK 11 OTHERS
STUCCO
BY OTHERS
RCJ\lli j/' 24AURMS B O.A.F.,EMPERCD GLASS _21s /
LT TP.S
J// SECTION BLAN(WACT MR Ah'.E: SLIDING GLASS DOOR
INTERLOCK
RASTER FH2# HOOK STRIP DETAIL
11 DOOR NATCR1ALG ALUUMPI ALLDT 1604,7.
21 IAPCOH ITP( IM3IALLATIDH ArC.WS MISI it or S1rr1[ICMT L[RGTM TO ACHIEVE HIN ENKOEN7
Cr 1-1/A• I.T0 R.SCNP, OR COCREIC.
31 ALTERNATE TAPCON INSTALLATION ANC ORS rRONT 10 BACK IN ALL rtA E KMSLRS.
AI 7APCOR ANCHOR CMV7 ON BACK Cr THIS SHEET.
S1 USE IRICOE BCD ACRn IC EAULa KNINO ®1 IL.NC AI READ I —IS.
11 USE SIL1CO IIEo ACRgIC EAIA[ roR PERiH[TP SEAL AROPID Ca+CRIER ? DOOR.
77 It ElACI D" 117E IS HOT LISTED IN AWvW CART, USE A1CMW O1SVIIITT LISTED VITM HILT
LARECR SIIC. TOR IHRE APPROPRIATE CC SIGN PRESSIIC RCO'D.
t1 ran POEKC7 Dml SIZES USE CLOSEST BYPASS DOOR SIZE L CDrIwA71DH 10 rWSNCD C)K.ING
PLACE IAPCONS. IN rROI Or Hmt STRIP AS SMOVN
SI CLASS 7MICAAESS AT VART PER REOUIREPCRTS Or ASTN C1300 GLASS CNARIS.
101 ALL rACTORI APPLIED 1QES 107 DCSIUAATCD r0R TAPED. -<MCIR S OULD tC TOLLED VIT+ AR SCR--!
I Or flrrlC lIS[Nl LCl41N TG PROVIDE nlN S/D• CA tEDNENT IN70 VmD DUCKGL. 1N DOOR LMI APPROVED uSI.G TCHPCRED ASS IN SINGLE GLAZED OR INSULATING GLASS
l21 AAMI / SILL CORNERS ARE 10 SE SCALED VIIN A SNAIL HINT SCAN SEALER.
131, $HIN AS REO'D Al CA SET Or I.SIALL.IID1 AICNORS • ALLC-A0.0 SNIN SHACK TO BE I/A'.
111 All D.SIALL•11DH .K101S Must NAOC 7 CORROSION IS. S:S,—t NATCRIALS.
IS1 VIER[ 'A• RCPRESE.TS 10VIw PANEL —0 '0' RCPRESENIS rl-ED PANEL APPNDv(D
COW]wATIONS APE AS LISTED ON AHCNRR C1MRI D• BACK OF Is S10El.
161 -01 ALL COClw A71DGS LISTED MOVE ARC SHOvN ON IMIS DR.vIK.. MC.[VE* INS T.LLAllO1
EXTERIOR CLEVAIION SECTIONS '•-.'. 'B-B' L R00R STRIP DETAIL APPLY TO INSTALLATION 6 ALL APPROVED
2 PANEL DOOR SHOVM COW GIPIATIDNS
171 INSTALL OGRE TAPCO. I. C.C. PAT* OFTKIORT A PLICD IM.:ALLATIDI HOES LrA.CSS NOTED
OT1ERvISC a .Hc1oR c"'II SEC W. Or INIS SHEET.
IBl lICRIDA [aIRIDERS I= SCRICS SLIDING GLASS DOOR IS SIC —THIS RIMI ALSO APPLIES 10
2000 SCRICS AND IM SCRICS.
REVI DESCRIPTION DATE ]N1
L P I D A ENT
EXTRUDERS
SANFOP. D
I TITLE- SLIDING GLASS DOOR
INSTALLATION WITH TAPCONS
I I DPaWN BY: BB I APPP.OVED BY:
In H3c:'n: 7C I--, - rG rvnn7N
TAPCON ANCHOR, CHART
NOMINAL DOOR OUANTITIES IN HEAD L SILL OUANTITIES IN EA. JAMB OUANTITIES IN EA. HOOK STRIP
DOOR
Up TO 46 PSi TO 61 PSF TO UP TO 46 PSF TO 61 PSf TO UP TO 46 PSF TO 61
PSf
PSf TO
70 PSf
SIZE AND SIZE
CONFIGURATION 45 PSf 60 PSF 70 Ps 45 PS,- 60 PSf 70 PSf 45 PSf 60
4068 xx. Ox. x0 48 X 80 3 3 3 4 4
4
4 3
3
3
4
4
4
506E xx, Ox, x0 60 X 80 3 3 3 4
4
4
4 3 4 5
6068 xx, Ox, XO 72 x 60 4 4 4 4
4 4 3' 4 5
6068 xx, Ox, x0 96 x 80 5 5 5 a
4 3 4 5
10062 xx x X0 120 X 80 6 7 c ) 4
S
4
5 5 a 5 6
5080 xX, OX. x0 60 x 96 3 3 3
5 5 5 6
6080 Xx, x, x0* 72 X 96 4 4 4
5 5 155 4 6 6
6080 xx, x, XO 96 x 96 5 5 5
5 5 5 4 6 6
0 0 xx X x 120 x 96 6 A 7
6 6 6 5 6 7
50100 xx, Ox, x 60 x 120 3 3 3
6 6 6 6 7 8
60100 XX, Ox. XO 72 X 120 4 4 4
6 6 7 (DI) 6 8 9
801 xx x x 96 X 120 5 A
3 4 5
9068 Ox0 109 1/8 X 80 5 6 4 4 4
3 4 5
12068 OXO 145 1/8 X 80 7 157 9 02) 4 4 4
3 4 5
15068 OX0 181 1/6 x 80 8 10 () c) 4 4 4
4
9060 15x0
12080 OXO
109 1/8 x 9
145 1/8 X 96 7
5.
8 (D1
6
9`S$2> " 1•.'t5;== S =•` 15
15080 Ox0
90100 OXO
18I 1/8 x 96
109 1/8 X 120
8
5
11
5 6,, _..,T, b_-.. ' As1:''L DI)
a
6
6
8
6
10
I20100 OXO 145 1/8 X 120 7 6 6 7 (DI)
4
6
3
8 119010xxx1065/8 x 80 5,: •:-. - 6• -. - = 4 ' 4 —
3 4 5
12068 xxx 142 5/8 X 80 7 7 8 (DI) 4
4
4..
a
a
3 4 5
15 xxx 178 5/8 X 80 8 1
5 5
4
5 a 6 6
9080 xxx 106 5/8 x 96 5 5 6
4 6 6
12080 xxx 15/8 X 96 7 g (pl) 9 cD2) 5
5 4 6 6 15080
xxx l78 785/8 x 96 8 5 8
l0 90100
xxx 10 /8 x 1 0 5 6 6 6
6 7 6 I 8 150 xxx
142 5/8 X 120 7 n;) 1 to a
3 10068
Oxx 119 5/8 x 80 6 6 7 (DI) 4 4 3
4 5 12068
OXXO 143 5/9 x 80 7 7- g (DI) a a 3
4 5 16068
Oxx 191 5/8 x 80 9 10 (DI) 12 cD3) 4 4 4 4
b b loos
XXU 7/8 X 76 6 7 (DI) 7 I
4 I 6 6 12080
OXXO 143 5/8 x 96 17 8 (D1) cD 92) 5 4 6 6 16080
OXXO 191 5/8 X 96 9 n ) 14 t) 5 5 I)
6 8 0 IOOl00
OXXO 1 19 5/8.X 120 6 7 cD1) 6 6
I 6 17 cDl) I 6 8 I10 120100
OXXO 143 5/8 x 120 7 19 (D2) I 10 cD3) 6
i (Dl) 6 8 10 160100
OXXO I9I 5/8 x 120 IO cDl) 13 (D4) I6 cD7) 6 4
44
I 4
a
4
a
3 4 5 12068
xxxx 1189 8 (DI) 3 4 5 16068
xxxx 1/4 x 80 9 (DI) 0 (D2)I 12 (D4) 4 4 4 10080
xxxx I 1/4 X b 6 7 (Dl) I 5 15I I 12080xxxxIlalI/. x 56 7 8 (DI) 9 02) I 5 5 4 6 6 6080
xxxx I89 1/4 x 96 9 (DI) 1 c 4) 1 (D.; 6
D1) 6 8 10 100100
xxxx Ill 1/4 X 120 6 7 (pl) 6
6 T cDu 6 III 8 10 1_
0!00 xxxx 141 i/4 x 120 118S7 8 cpn I0 cD3> I6 I 6 7 (Dl) l0 60100
XXXx l/4 X 120 iD (D2) l3 (^5) 15 (Di) I
1 FE
z n b
f- 2 /, ANCHOR
NOTES: I)
IN SOME CASES TAPCONS ARE P.EO-D. IN
BOTH FACTORY APPLIED INSTALLATION
HOLE. 'Dl' THRU '07' DESIGNATES
IN WHICH SIZE L CONFIGUREATIONS
TWO TAPCONS ARE REO'
D. 2) -
DI- MEANS, INSTALL TWO TAFCONS IN
ONE SET -OF INSTALLATION HOLES. 3) '
D2' MEANS, INSTALL TWO TAPCONS IN
TWO SETS OF INSTALLATION HOLES. 4) -
D3' MEANS. INSTALL TWO TAPCONS IN
THREE SETS OF INSTALLATION HOLES. 5) '
D4' MEANS, INSTALL TWO TAPCONS IN FOUR
SETS OF INSTALLATION HOLES. 6) '
D5' MEANS, INSTALL TWO TAPCONS IN FIVE
SETS OF INSTALLATION HOLES. 7) '
D6' MEANS, INSTALL SEVEN TAPCONS IN SIX
SETS OF INSTALLATION HOLES. 8) '
D7' MEANS. INSTALL EIGHT TAPCONS IN
SEVEN SETS OF INSTALLATION HOLES. 9)
LOCATION OF ADDITIONAL TAPCONS IN HEAD
L SILL SHOULD BE PRIORITIZED AS
FOLLOWS: A:
FIRST ADJACENT 'TO INTERLOCK OR BUTT
STILES IN HEAD L; SILL. B:
SECONDLY. AT EACH END OF HEAD L
SILL NEAP. JAMB CORNER., IF NEEDED.
C:
LOCATIONS IN HEAD L SILL OTHER THAN
AS LISTED IN A L B. 10)
LOCATION OF ADDITIONAL TAPCONS IN JAMBS
SHOULD BE PRIORITIZED AS FOLLOWS:
A.
FIRST, ADJACENT TO LOCKS IN . JAMBS.
B:
SECONDLY. AT EACH END OF JAMBS NEAR
HEAD L SILL CORNERS. C:
LOCATIONS IN JAMBS OTHER. THAN AS
LISTED IN A L B. EXTRUDERS
FLORIDAINT. INC. SANF ORD. FL mtc.
SLIDING GLASS DOOR TA?
CON GLOSS C:-+ART 01/
14/02 E
I V iL N T.S. 3p d27.__ a...:.1
GA- 4
GENERAL ALUMINUM CORPORATION
VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION, DIE #1446
FLANGE
VERTICAL
S.H. SIZES
WDW. WTH. >
WDW. HGT. V
19.125 26.500 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 6 APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-03651 FAX 407 805-0366
CA020035
JAN. 11. 02
01-1201
GENERAL ALUMINUM CORPORATION
VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION, DIE #1446
44 oq.
FLANGE
VERTICAL
P.W. SIZES
WDW. WTH. >
WDW. HGT. V
16.000 24.000 36.000 48.000 73.000
16.000 3026 3026 3026 3026 3026
24.000 1009 897 897 897 897
30.000 587 478 459 459 459
36.000 384 299 266 266 266
48.000 188 140 112 105 105
60.000 93 67 51 45 43
72.000 52 37 28 23 21
CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE
WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT d APPUCATION 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
0 / - 7, 0-07'
MULLION
ANCHOR
BRACKET
WINDOW
FRAME SILL
TYP.)
WINDOW
FRAME HEAD
TYP.)
INSTALLATION
ANCHOR
TYP.)
48 SELF TAPPING
SMS (TYP.) MULLI N
ANCHOR
BRACKET
SEE NOTES --I
2 & #3
D or
DWG NO: GEN-0453
INSTALLATION
ANCHOR
TYP.)
MULLI N ° 1-7/8'
DIE NO. 1447 _ _ ---_ a
g,m, ,q PR(_ A B.0 •.•
D _ SUBSTRATE
3 !u
v
p
MULLION
NC /` U
NAME:
DIE N0. 1447 D ° 1-7/8'
v
gRA TER FILE # 6
v
SECTION B-B v
SECTION A -A NOTES
1) MULLION INSTALLATI N DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1447,
WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS HEAD TO SILL. TTACH MULLION TO SUBSTRATE WITH 3/16' DIA.
n
EXTERIOR
2) IN MASONRY CONSTRUCTION, A
CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4' MIN. EMBEDMENT INTO
CONCRETE OR MASONRY.
3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS
B B OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMING.
4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT JAMBS.
I
GENERAL ALUMINUM CORP.
fCARROLLTON, TEXAS
a TITLE' FIN HORIZ NAL MULLION INSTALLATION DETAIL
t
ALUMINUM TUBE MULLION, DIE NO. 1447
f r;• AREA. ____ DRN. BB
APRVD•—___ DATE•3/17/02ELEVATION.
SCALE- _ DvG N0•
vT PT NAn. _ _ _ GEN-0453
c•PRCpARE O.jlV pF MXI TECNNQOG7 CORP. 230 INTERN:TIONAL PKV1., NEAlmWOV. FLORIDA 3274E ROX 407-905-0I65 FAX 407-BOS-0366
Z"
GENERAL ALUMINUM CORP.
HORIZONTAL MULLION DESIGN LOAD CAPACITIES
EXTRUDED ALUMINUM TUBE MULLION #1447
WHEN USED FOR MULLING TRANSOM
Tk tq
FIN
HORIZ.
MULLION
MULL SPAN>
WDW. HGT. V
51.000 59.000 72.000 94.000 104.250
25.000 232 157 93 38 26
37.375 206 138 81 33 23
49.625 197 129 74 30 21
53.625 197 128 73 29 20
54.625 197 128 73 29 20
62.000 197 127 71 28 19
71.000 197 127 70 27 18
NOTES:
CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1447 USED HORIZONTALLY.
CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN.
WINDOW HEIGHTS SHOWN ON "Y" AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS
BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT.
READ MULUON SPAN AND WINDOW HEIGHT IN INCHES.
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF.
PREPARED BY:
PRODUCT & APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-03651 FAX 407 80-5-0366
CA020040
12-Ian-2002
01-1201
D,NG Plo: d-04-DO
MULLI
ANCH
BRACK
WINDOW
FRAME' JAMB
TYP.)
STALLATION
VCHOR
YP. )
8 SELF TAPPING
SMS (TYP.)
MULLION
ANCHOR
BRACKET
MULLIVIll
DIE NO. 1448
SECTION A- A
MULLION
DIE NO. 1448
INSTALLATION
ANCHOR
TYP.)
i
v
v °
SEE NOTES
a o
g2 & g3
o
v 7
SUBSTRATE
SECTION B-B
d;ENTRA 11 FLORA B. 0. Ao FoLi
MANUFACTURER NAME,.,
EXTERIOR ELEVATION C9-n i,"
raOTES:
MASTER, FUE
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 C 0 R P.
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 010
SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD "
REA' - - - - DRH: JS APRw: ---- OATE:3/1/E2
FRAMING. wT/FT: — — — — SCALE: HALF
uAT: — — — — DWG No:
DEr:-C=:O
PREPaPED BT: PRODUCT TECHTa0.oC7 CORP.. 75O u+TERtaA-IOHK PKWT, HE&THRow, RORiDA 3:7-d PHoHE so7-6o5-o365
4
GENERAL ALUMINUM CORPORATION
VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION, DIE #1448
FIN
VERTICAL
S.H. SIZES
WDW. WTH. >
WDW. HGT. V
18.000 24.000 30.000 36.000 48.000 53.125
36.000 506 427 390 379 379 379
44.000 319 262 231 215 208 208
263 213 186 171 160 160
48.000
60.000 129 102 87 78 68 66
72.000 72 57 48 42 36 34
CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT d APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805M65 I FAX 407 805MW
CA020037
JAN. 11. 02
01-1201
GENERAL ALUMINUM CORPORATION
VERTICAL MULLION DESIGN LOAD CAPACITY CHART
ALUMINUM MULLION, DIE #1448
Q &?/
FIN
VERTICAL
P.W. SIZES
WDW. WTH. >
WDW. HGT. V
30.000 43.000 56.000 63.000 72.000 88.000
28.000 565 565 565 565 565 565
32.000 380 378 378 378 378 378
38.000 236 226 226 226 226 226
42.000 182 167 167 167 167 167
56.000 72 60 57 57 57 57
60.000 57 47 43 43 43 43
86.000. 18 14 12 11 10 10
CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS.
READ WINDOW WIDTH AND HEIGHT IN INCHES
DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF
PREPARED BY:
PRODUCT 6 APPLICATION ENGINEERING, INC.
250 INTERNATIONAL PARKWAY
SUITE 250
HEATHROW, FLORIDA 32746
PHONE 407 805-03651 FAX 407 805-0366
CA020038
JAN. 11, 02
01-1201
1. TESTED IN ACOODANCE W;tH SIMDAID B1/1LOING COt3E. CHAPTER 17. TO A POSITIVE
Arp HEGAT IK 37.5 PSF.
2. "94 KA43E45 REPIZESONT VARITXS SECTION HEIGHTS.
3. F(XA SECT ION 7' HiCH DOOR SHNOMN. /' HIGH DOORS HAVE
rIVE SEC t DOS.
4. SECTIa HEIGHT Or 20.812. 19 00 A 16 75 ARE AVAILABLE
AHD MAY BE USED IN CDA31MATION 10 ACHIEVE
VARIOUS HEIGHT DOORS.
5. DAMS*ENt PAT TEEN OF 14.50 X 20.375 SHOWN. ALTEIiUTE
P95 ATIEfOr12 50 X 43.375 AHD 12.50 X 20.375 LMT BE ISED. 6.
TOZSIQN
SFRINCS SNDrN. Ex IENSIw SPRINGS AVAILABLE. 7. USE
THIS BRAO'(ET, REF P/N 405964-0002. ON 6' HICH
DOORS ONLY. 6. WIHOOf
WY BE IISTALLED IN THE TOP SECTION OR THE SECT I04
IAINEDIATELT BELOW THE TOP SECTION. 2• x
6• t10L10 JAA6 2' x
4• wOOp JAA6 OR ECAII
VALENT P/N
405964-0001 1/4•
TRADE BOLT 5/16
x 1 3/4_'5• REF LACJ.Lj5f7REWDETAIL 'E'
SCALE: 115
MEWING KYM
T IVARIESI 16.5E
O OHEI
VINE11• f.,_
COUNTY. BUILDING
49. tHE STRUT
PLACD.ENT Cl, (tOCItS CONSTRUCTED WITH 5 OR M3FM SECTIONS MUST BE utlP CCSISTDJI WITH THE
COCA SHOWN. THE SIFUTS FOR THE ADDITIONAL INTE 'TER FILE XIr A SECTIONS ARE 10BEPLACEDASSi4TWNGHTHE1H1 SECTION. •' TO. DE STIZJI
PLACDAE)NI DILEISION ON ALL SECTICNS LESS THAN 20.612' RCDUCED BY THE
DIFFERENCE BETWEEN THE ACTUAL SECTION HEIGHT[ W 20.e17'. eO 11 SCREW PAT605911-0001 IS A 1/4• DIA X 5/e• LO!G TYPE AS HEX HEAD LETAL SCREW • 12. POST TO
BE INSTALLED OAY N4D4 HIGH WIND WAF*41NM ISSUED. Su 13. STRUT PLACL.EN15 CAN VARY 23- 14 OJw1I TT
FO7 tOCIM CAN BE 0. 1. OR 2. ` Tp&lCx I [—.
966 E110
HINGE Ia 2 093
000
VIEW •D-D'
1/6• DSB 2' TRAOC 1
049 THK (
VERTICAL)
SECTION 'C-C'
2• x 6•
WOOD JMB 2• x 4•
WDDO JA/.8 •D' SCALE: 1/2 f38 EOu1vALENT IZONTAI.
TRADE COW
IMBALANCE 12
R TIONAL
SPLICE IN
I HORIZONTAL TRAM
AT
407605-0004 TOP OF RAID
LT. TYP 2 PLCS 404e26-00D3 D'
TYP 2
PLUS, 4 400650-0001
TYP13 PLACES TOA
FIXTLFtE I
l t
r+
EADPLATE '
OPTIONAL
WINDOW DETAIL
SCALE:3/32
ONLY STRUT TOP
F
I
xTLFtEROLLERDETAIL 'F'
STJILE:
1/4
I16' WIDE) SEE
NOTE 4 ENDHINGE 4L
CENTER STILE PM
406660-0004.
5.6 3 PLCS) 407503-
0001 19
PLCS) 401199-
0001 TYP
2 PLCS
404e2e-o003 11[)
TYP 2
Pl(S 1 7/6•
iFl(. SECTION 'A -A'
1 SCALE: 114
3.06— 36.
00 — - - - - E, •B' •B' .
C• L- -C.
STANDARD
TRACK DETAIL
FOR 16' 40s771-0001 . P/N 409327-0001 N1 4G4626 -0003 SCALE: 1/ti• • 1•
16'-0• MkX. WIDTH SCALE: 1116'•1• SERIES
280 n-FU
289 ARE EQUIVALENT CQVSTRLCTIaV 25CA STEEL INTERIOR ELEVATION SERIES 180 ARE SM£
AS SERIES IDA Q'VLY 24GA SIEE( AAD ETD CAPS DOOR
TESTED WAS 2e1
SERIES. DOOR WIQTH CENTER STIL
ETD STILE RGLLER S' STRRS/SECT. I ROLLER YERTIE.ADLEaw" LOAD IIJAM)PER 16• JSINGLETES
HHS0 MST 2' % 7/16' 049' 100 w r.w rAW
n4ol.a..4W.ur w rA um I4 K WwnaPWLWnLaowwursy ..ate n Wsav r nArea4Nraw: r IHW Wnfwr r rw
AarAWAwAP wr, r Ho r a
aw4s a k a YVAaNa . arLwW wee N1 w
War w ov a` W wlfNpW as
aWNw4r wr r y -F• 061601-0000
N 14 '
DESIGN LOAD 7 25
NSF ± 21.
as 1 17'-
0' SHOWN) TEST LOAD 37.5
PSF ± 6'-
0! VAX. -HEI(
M 12• ®
405771-0003 404826-
0003
L N/
A I
DAVID FA 0211E r 1 I fAW. -
a. INDF FACH DAVID FAR
02/tf 16'-9• MAX 09335
d
D
1417:L9
I I1
DDOORSECT1a }
I
0575
A I'S
W/
4-5/t6 X
1 31, O
LAG SCREW
6.04
I--4.00-1
PIN 402325-0001 PLATE.FN-SP
0
0
il
106 fFK.
070 MIN
P/N 401199-0001. TOP FIXTURE
ATTACH TO DOOR WITH
4 SCREWS PIN 605911-0001
0575REEF
T
0 0
O O
5.00
L.o O
1 5.00• •--j
P/N 4093J1-0001 PLATE. FLOOR
7177s c4cjnlASSY
SHOWING FLOOR
PLATE
PIN 409326-)DOOR POST ASS71 VERTICAL
091
ELLwIN-•f0U.- 3
2 7/t6'---jam—
PIN 405771-XXXX BOT. FIXTLRE
FOR 150/280/290/390 SERIES
ATTACH TO DOOR WITH
3 SCREWS PIN 605911-0001
2 9/32
7r— -.
070 MIN
4
3 3/16
000
o 0
L o00
7/16 1
PIN 407603-0001, CENTER HINCE
STEEL DOORS
ATTACH TO DOCK WITH
4 SCREWS PIN 605911-0001
LATE
2.765 156 CIA
8
F _3.00- • .375 CIA
PIN 603069-001 PIN
1/a•
25 IEWGIN •DOOR WIDTH - 1'+I
O O O 2T ROW
p
4 s/e• c
sra MIN TFK
0 0 0
PIN 400650-XX)CX. ROLLED HS-) STRUT
PAR! NJAIER IN. TMK STRUT J'
400650-0001 .030 HS-t
400650-OW4 .020 HS-0
P/N 061601-000. SLIDE LOCI ASST
2 9132
H' I.
077— 0T--
M IN
f Eoi. 3 3/15 (d
PIN 407605-)000L. ER•D. HINGE
L• t 314•
F 02. Hlos
PIN 405964 t 046450. BRAOCET. SCAB
PART. NJ.HR 'L'
405964-OD01 3-t/4
049450-OD03 4•
t
O O 2 3IS* H10a
PIN 405954-002. ERAC4£T. SCAB JOINT
SaW BR4CXET QETA I C S
w71 m-1=3 1. w —
4.56--
14OMS-1004 1.33
407W_OD. 1.40 T—
ATTA04 TO (F. FF (P , r r F ram+. a F `r. l;yC f4CREVSPIN60055i911-001WITH 1.a 0
1
is1 S Il:'•% ,L1 L:, (t'4 DIN V
1 —.41 .44 -
P/N 404828-0003 ROLLER ASSY, TR-1
TR-1 ROLLER LOAD: 50 LOS. MY-X.
RESID. STEEL DOORS
AWL K 43OR t •
wtus-cm .93
1.25
1 N•--- . 167
1.25 h2.500
1
0
0 REF
j_-
fi-
1I O
II
4.
00 0 23
L
C
375
DIA 4
HOLES PIN
405379-0001 LINE PIN 4oa876-001 SLFPCRT M
4r t 1OAO 414E
O M 4\ 4r
1 u4rr r u yr END
CAP 405794-
001.2.3 TER STILE STD
ON 180 SERIES / PM 4066ao-o004.5,6 TOT.
REO*D ON-250 SERIES... ---• •--- SCREW
i yC•
1,r;`,
J ,
i•'
JL'', PIN
605911-0001 OR PIN
605579-0001LSEtr-GRILL INGf. 1 '',C-/ ; N3 •• SECTION
STEEL
STRAS 114'
WIDEOOOLj1 ys.L2r WA
I DAVID FM 02/19/93 4w 4 EACH
DAVID F11W 02/19/43 P
1
I
MIAMI•DADE 1VIIAMI-DADS COUNTY, FLORIDA
METRO -DARE FLAGLER BUILDING .
BUILDING CODE COMPLIANCE OFFICE
METRO,DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130-1563
PRODUCT CONTROL NOTICE OF ACCEPTANCE (305)'375-2901 FAX (305)375-290s
Premdor Entry Systems CON'1'1L%CTOIt LICENSINC SECTION
911 E. Jeferson, P.O. BOX 76 (303) 373-2327 FAX (303) 373.2333
Pi urgh ,KS 66762 REC.,EI ff.-- D coN•nL%cTo1i cNFORCE:MENT wvis1oN
303) 375.2966 I:AN (303) 375.2903
D .I UN 1 j zeal 1'RODUC'1'CONTROLDIVISIONJ (
305) 373-2902 FAX (303)? 72.6339
Your application for Notice of Acceptance ( Alt ;
Entergy 6-8 S-W/E Inswing Opnque Singl w sP. +Q£t esideJitia 7il ul:Ited Steel Door -
under Chapter 8 of the Code of Miami -Dade governing Ine U r 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 Koarlgucz
Chicf Product Control Division
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMMITTEE
This application for Product Approval has been reviewed by the BCCO and approved by the Building
Code and Product Review_ Committee to be used in Miami -Dade County, Florida under the conditions set
forth above.
APPROVED: 06/05/2001
Francisco J. Quintana, R.A.
Dircctor
Miami-Dadc County
Building Codc Compliancc Officc
PRODUCT PERPOR.MRRCE DRTR HURRICANE CODE
u a ofl
MEfiRL-EDGE STEEL DOOR Ifl WOOD FRRmE
PRODUCT CERTIPICRTIon SHEET 0 1 - ff314,1 to (D vE - rlsw l,>
Valid for the following side -hinged door arrangements:
ROUE DOORS - s,o,, nOMMAL HEIGHT:
I
CE I
Single Door with Sidelite Single Door with Sidelite Single Door with 2 Sidelites /Double Doors
on Hinge side on Strike side
DOOR STYLES:
1313
130391Ml Lull I ri 1 71
an log ®®
Flush Arch Top 3-panel 6-panel New England 4-panel Eyebrow 4-panel 8-panel
BOB n
y
9-panel 5-panel 5 panel with scroll Eyebrow 5-panel Eyebrow 5-panel with scroll
SIDELITE STYLES:
Y ®® ®® ®® 1! ®® ®®
F.
r ®®
alga no a a 0
680 Series 129 Series 200 Series 12R, 12L, 23R, 450 Series 152 Series 149 Series
23L, 24R, 24L
Series
1 OP '-'1 ° ` '1 '' IMPACT \, -1 MULTI ME STL WD OP
ntergy- Entry Systems
Our wdYyNO W09Of WOO Yndrnwmenl mrin 3Dsll4abn3. dngn wE aoow delei sueiea to Uvge wig" noun.
a
IN Premdor Ent[y Systems ACCEPTANCE No.: 01-0314.16
APPROVED Jl1N
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 identificd in Section 2 of this Notice of
Acceptance, clearly marked to show the components selected for the proposed installation.
6.1.3 Any other documents required by the Building Official or the South on Building Code
SFBC) in order to properly evaluate the installs aris sy tern
Man cl Perez, P.E. Product C r Examiner
Prod ontrol Division
2
C
Premdor Entry Systems ACCEPTANCE No.: 0.1-0314.16
APPROVED JUN o 5 2nm
EXPIRES April 02, 2006
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
I. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed
and the original submitted documentation, including test supporting data; engineering documents,
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.
9. This Notice of Acceptance consists of pages 1, 2 and this last page 3.
END OF THIS ACCEPTANCF,
Manu Per z, P.E., Product Co ro Examiner
Produ ontrol Division
3
I II I
I
i I
III1I
i
t
4'
15' MAX
O.C.
15' MAX
O.C.
15' MAX
O.C. A
I
15' MAX
O.C.
15' MAX
O.C.
6' AX
PREMDOR (ENTERGY 'BRAND) STEEL EDGE
SINGLE DOOR WITH SIDELITES IN
WOOD FRAME WITH BUMPER THRESHOLD
INSWING)
100' MAX
4' MAX 4' MAX 4• MAX 4' MAX
3'
MIr. 3' MAX
15'
3' MAX
14, 3' MAX
MAX MAX ,
B,
MAX 4' MA
22' I
MAX
15'
MAX
64'
DLO
MAX MAX
B T/16' ( 14
G ISt. HI
MAX
4 MA
I U16'
DN HINGC4 KVIKSET CEADBOLT- MfJOCI 66SERIES OR
HARLOC DEADBOL MODCL
820 r-
5 1 / 2' KVIKSET
LOCKSET MODEL
OL200 SERIES OR
MARLOC LOCKSET MOCCL
100 31
3/16' ON
HINGES 14'
LMI 14' TAX
MA) IX
IS' MAX
43
I 16' TOP
OF DOOR TO.
q OF LOCK 15'
MAX
NIO
x 1 1/2' MINIMUM EMBEDMENT If)
PER HEAD L SILL, (6) PER JAMB ALTERNATE:
3/16' PFH TAPCONS I
1/2' MINIMUM EMBEDMENT 1 &
OTETAPLES A
80
11/16' 15'
M
A X 4'
MAX 73' MAX 3' MAX k-4* MAX 3'.
MAX 3' MAX NOTES:
4' MAX 4' MAX 4' MAX ' MAX I.)
WOOD BUCKS BY OTHERS. MUST BE ANCHORED #8 x 1 3/4' F.H.W.S PROPERLY
TO TRANSFER LOADS TO THE STRUCTURE. 3) PER SIDE FROM 2.) THE PRECEDING DRAWINGS ARE INTENDED TO OUALIFY
THE FOLLOWING INSTALLATIONS. JAMB INTO THRESHOLD A.
WOOD FRAME CONSTRUCTION WHERE DOOR SYSTEM
IS ANCHORED TO A MINIMUM TWO BY WOOD OPENING.
L.H. INSVING R.H. INSVING B.
f1ASONRY 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 010 WITH MINIMUM
1 1/2' EMBEDMENT INTO WOOD SUBSTRATE VH(
R[ VAIER INFILTRAIIDN OUIREMENI
IS NEEDED o VHERE
VATER INFILIRAIION REOUIREMENI
IS NO[ NEEDED P-
o-sitive NLI1 APPNLJVLU 1
I - OR
3/16' PFH TAPCONS WITH 1 1/2' MINIMUM EMBEDMENT . UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROIECTEO BY A CANOPY OR INTO
MASONRY. OVERHANG SUCH THAI THE ANGLE BEIVEEN IKE EDGE OF CANOPY OR OVERHANG 4.
UNIT MUST BE INSTALLED WITH 'MIAMI-DADE COUNTY 10 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 ACCEPI.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. 7.
DOOR/SIDELITE HEADER, DOOR/SIDELITE JAMBS, AND SIDELITE BASE weans im In titWrL as uCORNERS
ARE COPED AND BUTT JOINED. B.
DOORS SHALL BE PRE -PAINTED WITH A VATER-BASED EPDXY RUST APPAC,
V EO AS CC:APL(ING WITH THE SOU
TH F 0 ftiDA 8UIL01 IG CODE OA
E 1 ByW (
J_/LL10 -5,t, PROD
TC TROLOIVISIOIIU BUILDING
CODE CCLIPLIANCE OFFICE ACCEPTANCE
NO.01- 031y • I INHIBITIVE
PRIMER PAINT WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. M N LMS 31-1020-EM-1 9. FRAMES SHALL BE PRE -PAINTED WITH AN ACRYLIC LATEX VATER-BASED/ 111LflTDlSa VATER-
REDUCIBLE WHITE PRIMER WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. n1n aunt SHEET I OF -6 tLYDOIlFllO
c
GLAZING DETAIL
SHERVIN VILLIAMS 850A
EXTERIOR GRADE LATEX CAULK
N
iG(•s11Ti
INTERIOR
1/ 2'
GLASS BITE
1/8' TEMPERED GLASS
INTERIOR
SLU I lUN A -A
INSWING OTHER CONFIGURATIONS
szp r- =
1
APPROVED AS COMPLYING •ATTH THE
SOUTH FLORIDA BUILDING CODE
DA E UN 0 Sao'
BY
PRODU ONTROLDIVISION
BUILDING CODE CO6IPLIANCE OFFICE
a f!:FPTANCE H00 % -O3 VA - Ito
ME
I
1.
Il
Mfg. 11 :I5Ia. rii 11 i
K W L
R ®t
1-1020-EM-1
SHEET 2 OF 6
Y6DIIII IR C
6•
6' MAX
OTHER DOER CONFIGURATIONS
so
IOU- MAX
MA%
I
wX
MAx
MAxMAX
MA IS'
NAx.' MA%
MAx Iy
MA• MAX
wX
LcMAX
80, II
L w
O
MAX
LG
MAX
Jr
II
y r-. MAx
IL I'J LI'' I IIU]. 15 11s
wX MAx
MAX
NAx • MMx7' MAX
MAX MAX
wx V MAX MAX
MAX XO
LlKllb
UK[SS N1iED, FRX DEC = AC E111RUSIX
lR BS HUED, SIR CXU 1CM CCGPLYING
WITH THE Ax
r T
J
0 NGCODE
Mi 1-11-01 RPREMDOR
ENTRY SYSTEMS PROD
C NTROL DIVISION 911 E. AFF[RS[R X\ /
a BUILDIN OE COMPLIANCE OFFICE PHISM. KS. 6676Z ACCEPT
10 O Looa.1 to 7
I/2' MAX MAX
MAX
MAx
MAX_
MAx
I.
MAX
LT-
VIMtAX—
J
IS• MAx nc15'
MAX15•
MAx 80
11 16' QC.
MAx
Q
15•
MAX ac
Is'
MAX ac
1
r.. MAX MAX
MAX 6'
wx MAX
tT4' MA% MAXV
MAX X
31-
1020-EM-I SHEET
5 OF 6 RCVISI[
R l[if[R
80 11/16'
MAX
1/4' SHIM MAX
r- 3/4'
INTERIOR
79 5/16'
MAX
SECTION B-B
2 BY WOOD BUCK
1 1/4'
EXTERIOR
MATERIALS LIST
ITEM NO. DESCRIPTION PART NUMBER COMMENTS
IO WOOD HEAD JAMB EM-14 1 IA' X 4 9/16' MTL. T
2O COMPRESSION WEATHERSTRIP EM-25 BRANLa
4) I WOOD STRIKE JAMB Em-12 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT
4Q I ALUMINUM -BUMPER THRESHOLD EM-15 PREMDOR BRAND OR EQUIVALENT - 1 1/4' x 4 9/16'
5Q TOP CHANNEL EM-08 1PREMDOR BRAND - 1 I1/16' - 20 GA STEEL
ST E L SKIN
Att
5go. (DU Imo -JM Q
FIT SI lime0a0o(
SS ITT! Rltit[ 11 IISIHTOtI B 81' 7O
Pal YURFTHANF FOAM CORE BASF FOAM - DENSITY 2.0 TO 2.5 Ibs./Ft' BOTTOM
CHANNEL EM-07 PREMDOR BRAND - 1 11/16' - 20 GA STEEL 9O
WOOD LOCK BLOCK EM-09 4' X 9 1/2' MTL.. TO BE PINE OR EOUIVALENT ' ID
I STRIKE STILE EM-06 PREMDOR BRAND - 1 II/16' - 20 GA STEEL 1
HINGE STILE EM-05 PREMDOR BRAND - 1 I1/16' - 20 GA STEEL 12
LOCK PREP FILLER PLATE EM-10 PREMDOR BRAND - .050' THICK- MTL. TO BE POLYETHYLENE 13
4'x4' HINGE EM-16 HAGER BRAND HINGE OR EQUIVALENT - .097 THICK (STEEL) 14
WOOD HINGE JAMB EM-13 1 1/4' X 4 9/16' MTL. TO BE PINE OR EOUIVALENT IS
NIO-24 x 1/2' F.H.M.S. 4) SCREVS PER HINGE INTO DOOR 16
410 X 2' F.H.V.S. 5) SCREVS THROUGH HINGE JAMB INTO SIDELITE JAMB, 8' DOVN FROM TOP MAX
18' O.C. THEREAFTER 10)
SCREVS THROUGH STRIKE JAMB INTO SIDELITE JAMB, 4' DOVN FROM TOP Ax
8' O.C. THEREAFTER 4)
SCREVS THROUGH EACH HINGE INTO DOOR JAMB 6)
SCREVS IHROUGH EACH SIDELITE JAMB INTO SIDELITE, 4' DOVN FROM TOP.
MAX 15' D.C. THEREAFTER 17
110 . PrH
V/
NINI)U41 IR MBig E OR L16'
P(N IAPCDiS V/NINIMI'I I I [NB(p[MT BCREFER TO ELEVATION VIEV, FOR I OF SCREVS USED AND LOCATIONS IB
SIDELITE WOOD STILE EM-28 15/16' X 1 II/16' MTL. TO BE PINE OR EQUIVALENT 19
N8 x 2' F.H.W.S. 2) SCREVS AT EACH STRIKE PLATE 0
LOCKSET KVIKSET BRAND 200 LOCK OR HARLOC BRAND 100 LOCK 1
NOT USED ON THIS MODEL WOOD
SIDELITE JAMB EM-19 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT p
22'
X 64' SINGLE PANEL GLASS EM-20 TEMPERED GLASS IN POLYPROPYLENE FRAME- OC-1643 - (ODL-2 AR
TEMPERED GL 11/ 4 SIDELITE
TRIM (WOOD) EM-21 5i16 x 112' MTL. TO BE PINE OR EQUIVALENT WOOD
CASING EM-22 1/8' x 1' MIL. TO BE PINE OR EDUIVALENT - ITEMS ARE MOLDINGS USC FOR '
SIDE BY SIDE JAMBS' AS MULLIONS WOOD
SIDELITE HEAD JAMB EM-23 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT WOOD
SIDELITE BASE EM-24 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT POLYPROPYLENE
LITE FRAME DE-1643, ODL-2 HP Polypropylene by OOL 16
X 1 1/2' PAN HEAD SCREWS SP IN 10 BER3E IN FROM EACH AND NOT 18PERFRAMESCPIN
NAIL 4' LONG TAIL, 4' IN fRON [ND. MAX 8' OE. 11(RAFIER, USED ON IIIILLIONS AND TRIM DOW
SILICONE 995 Tm
1!
s<RjTNr 10 g 6Y '
PRO
DU C ROL DIVISION BUILDING
CODE COMPIJP -E OFFICE ACC2PTANCE
NO.QL— ,1 L, LIMITS
UNLESS ND1ED, FUL DEC m I B IDADE COUNTY MODIFICATIONS JI/tl/01 I JD IMMIX
UNL[SS NDIED, SIR 01. TDL'S A DDED PAGE 5 (DOOR OPTIONS) Io-1-79 I RS 911
E..IEFFERSON PITTSM,
KS. 66762 ML /-
rj—`1/ I NTRY
SYSTEM 31-1020-EM-I AA
SHEET 3 OF 6 REVISION
LUIER B
2 BY WOOD BUCK
1/4' SHIM MAX
3/4'
t nJL
79 3/16'
INTERIOR I MAX
80 11/16'
MAX
2 BY WOOD BUCK
SECTION C-C
1 1/4'
EXTERIOR
PLEASE SEE 'GLAZING DETAIL'
DRAWING #31-1020-EM-I
SHEET 2 OF 6
1 1/4'
D W SILICONE #995
APPROVED AS COMPLYING VVITH THE
SOUTH FL", Bf IN E
DA E Jry U
BY
PRODU T C OL DMSION
BUILDING CODE COMPLY OFFICE
ACCEPTANCE NO tel:
OTHER.D.00R PANEL STYLES
3.6 "
MAX ®
0®
79 /16n 00 00 00 100 o0 000 00 o go go go go go
M A X 0 o 0 0 0 0 01 000
no 000 as Dd 000 00 ao oa on o0
BLANK TOP 6-PANEL 4-PANEL 9-PANEL 10-PANEL 18-PANEL FLUSH 8-PANEL CROSSBUCK 12-PANEL 4-PANEL 5-PANEL 5-PANEL 5-PANEL 5-PANEL
4-PANEL EYEBROV V/SCROLL EYEBROV EYEBROV
V/SCROLL i
OTHER SIDELITE STYLES
30"
Io- MAX
m
79 F/-1 6
MAX o 0 0. 0 D D
SL-10 SL-20 SL-30 SL-60 SL-50 SL-50B SL-69A SL-69B SL-69C SL-25 SL-55 SL-30D SL-40 SL-90A SL-90B SL-90C SL-30B SL-30C SL-70 SL-80
00 00 00 GO I 96 ® ® m [11]
00 00 00 00 00 00 00 00 00 00 00 00 00 1 00 00 00
PD-1 PD-2 PD-3 PD-4 PD-5 PD-6 PD-7 PD-8 PD-9 PD-10 PD-11 PD-12 PD-13 PD-14 PO-15 PO-16 PD-17
x w
V O U
2 =
O 0 ti
n
m
RAM cOi u Oa oz
0 0 o x
w o c
PD-29 PD-30 PD-31 PD-32 PD-33 PD-34 < h 5 `9PD-18 PD-19 PD-20 PD-21 PD-22 PD-23 PD-24 PD-25 PD-26 PD-27 PO-28 m a m t
ED411S Od(SS N010, [RAC I(C AC
DRUM- MESS Hli(D, Sla CO1'L. U'x
A® lIR R(VIS0P6 641( BT
BOB I ll[ o PART N41Q PREMDOR DOOR OPTIONS
Di BT .. DA MAIl SCAL[:
00 00 101 goo 000 . DUD 00 00 PREMDDR ENTRY SYSTEMS 31-1020-EM-I «
P1 ITF M SHEET 6 OF 6
PD-35 PD-36 PD-37 PO-38 PD-39 PO-40 PD-41 PD-42 PD-43 PD-43A PD-43B
R(VISBDI MIER
TRUSS INDEX SHEET
Per Rule 61G15-31.003 of the Florida Board of Engineers
Customer: MORRISON
Job Identification: Z1971BWB
Address 1 VENETIAN BAY
Address 2 LOT 38
Jurisdiction: CITY OF SANFORD
General Building Design Information
Florida Building Code - 2001; Chapters 16 and 23
ANSIIfPI 1
Design Loads
r?
Roof: 37 PSF
Floor: —
Wind: 120MPH ASCE 7-98
SMYTH LUMBER CO.
ROOF TRUSS DIVISION
2722 SOUTH APOPKA BLVD.
APOPKA, FL 32703
407-299-1522
FAx: 407-299.9153
Engineer of Record ROBERT MONTA OF 237 S WESTMONTE DR., STE 210, ALTAMONTE, FL PE#33709
Or Building Designer:
Alpine Engineered Products Design Software
Seal Date: 08-Aug-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, Comer Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42
Number of Drawings:
Truss ID:
R-1 E2
R-2 CA
R-3 H2
R-4
R-5
Rai
R-7
R-8
R-60
R-61
R-i2
R-15
R-16(2PLY)
R50
Y R65
R51
R64
R63
R52
R53
R54
R55
R 56
R57
H1
EJ7
C4
CJ5
CJ3
32 Plus Standard Details
Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers
7
70' 0'
4'
f
4 4' FL HT
e O' F1- HT.
TRLF^ MAYBE KJrf'fTLY
AD,V2 FOR A
TRUSS TYPES R32 AND 933
REQUIRE DOTTOM GHORO 5GA135
V2HGH WERE DELIVERED %MTH
YOUR TRUSS PAGKAGE-
5EE TRUSS EN(*\EER -VjE9
W 4'
40" a-
16' X,05.1
Lb 0' 22' 0'
GJ GJ
EJ7
1rnEsZMK A
ALLS
SMYTH LUMDUK GO. K_,
ROOF TKU55 DIVI510N
K-7
no,
2722 50UTH APOPKA DL-VD.
APOPKA, FL.. 32703
407) Zqq - 152Z
FAX (407) Zqq - C1153
R-
K-4
R-3
Engineering Gertiiicate
of Authorization # g218
R-2
NOTEc
D nVERFY fM7 RJG&BR MAN 4D70
TR PA DE" MATINrS AAAMT FIELD
G"TIOW, AID CfSDN WENT
FLAT R O'
SLOPNG CELNG
PMT5l'E SECTION (ALI AIFIRFI I
AFR01M NALE mm
SB4D
R-1 000 SPA(N6
DATE
2) TRIF/E5 MITT NOT cc an Or ALTBEDNANYWAY •ITIUT FMR AUTIgRATM
OY 'YY11H TEJSS GLYANY
70 P
3) TnPYK-i TPAT ARE an OR ALTTMWMtAUT-UD2A TION •IL DE RITAT®
R DULAG® AT ahTOL(" DT545E
AC M-j Or A?4Y KIND WLL NOT DE4) DGflvaw TP-M "M 1IEVER A1,117
EI GFBTT "TTDY 'ArYTH TRIFA C'"M4Y GONV
y
yFRAME
ROOF N
TH9 AREA- 200'
R-60
DETAL5: p IsJU
TO I-B 4 EMMU30ATtlM FOR HAII MTALLATUR
AND T00011 RY
DCACM P50 T
e' 12' (077 12M TO 0KN55MV DRA•IbS FOR fCI MAab
10Ed109 R' O'
FLAT GLG R-LI 2) ALL TWVX13 DALUM TRIh5E5 tNCE! VALLEY
FRALOn M15T DE
C^CUtELY DEa® R51 q
4'
GELM HT OR REEr TO VALLEY TTDAS MTALS Fa[
ALTMUM D[AGNi [
EOIR®.@rt5 R52 3)
ALL
VALLEY5 To be G(FN@lnI FRAL£D
DY OU DU IT O'
7' 5' IT 4) NTIJXW LOAD DEArm •ALL5 t>l.
RA WALL I 9 ' R-62 M HT
TFBJ KPEEWAl1 TO R'
0' PL. HT. b HANGER LEGEND ALL ROOF
Tees HAN1Bl5 TO De SI.ISGH 6 OR
V! KAM-5A01 PI LNG h NOTE OTK[•
5G T In01TN®
r. NO 1il-Ntlrim 20 O
A 4 O' 'L 40,01
The Truss
Engineer's seal, when aTfiedl confirms the placement of the truss framing as it relates to
the truss designs specific for this structure. The truss framing is based upon the review of
plans, drawings and specifications provided by the Wilding design professional. The building
design professional has final approval of the truss framing andfor truss placement plan.
The desiggn of the temporary and permanent bracing, he diaphragm system, shear watts
and structurafelements to resist lateral loads from wind andfor seismic activity is the responsibility
of the buildinge design professional. Additional approval by the building Ti M.
Ranieri, PE design professional shall inchrde, but not be 11miled to, design loafing. lengths, profiles, Lic. No.
42704 pilches and depths. MP P
KANT 0- HUS25
OR TH026 m - HHUS26-
2 OR THD26.2 O - HHUS26.
2 OR THD28-2 0- HHUS46
OR THD45 HGUS26-2
OR THOHM2 0 - HGUS20-
2 OR THDH26.2 0- HGUS26-
3 OR THDHM3 0- SUUR210
OR SKH21DL/R O - HGUS46
OR THDH46 0. THM22
OR MSH422 O - THAC422
OR MSH4221F 0. HUI
OR HD4101F 0 - TWM
OR 1UC26
LI J/1 DVID - K-1) • .r
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
THIS DWG PREPARED FROM COMPUTED INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR.
120 MPH WIND, 14.31 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
ANYWHERE IN ROOF, CAT H , EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
CALCULATED HORIZONTAL DEFLECTION IS 0.21' DUE TO LIVE LOAD AND 0.17' DUE
TO DEAD LOAD.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
11
3X8(B5R)
1-4-0
r
5X6=
2X4 III 3X6 (A1)
1-4-0
r
i RE 20-0-0 _I_ 20-0-0 BO I
11-6-0 T 28-6-0
LE 40-0-0 Over 2 Supports
R=1561 U=404 W=8' R=1561 U=404 W=8'
9-4-0
PLT TYP. Wave TPI 95 R Design Crit: TPI(STD) 6.10 OTY:10 FL 1 R - Scale=.1875" Ft.
WARNING" TRUSSES REOUIRC EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
0
PRIOR
IC;IG -
UT ;
IF toTM. Q T C L L 20.0 P S F R E F R 3 5 2-- 1 3 5 7 4ONIB, 91 (HA ID NG IHST At AND,. BRACING). PUBLISHED BY SS PLATE TPI (TRUSSiiPERFORMING THCSCOFUNC
T IONS. UNLESS TOTHERW0.ISEDNINDICR.
ATED. TOI CHOROF SHALLO
SAFHAVEPPROPERLY ATTACHED RICIICES To• IFI
S MYTH LUMBER
CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 14 T C D
L 7.0 P S F DATE 0 6/ 1 1/ 0 3 IMPORTANT•• FURNISH A
COPY OF 1H IS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ROOFTRussDlvislort N0.42704 : BC DL 10.0 PSF DRW SLTUSR352 PRODUCTS, INC. SHALLXOTBERESPONSIBLCFORANYDEVIATIONFROMTHISDESIGN; ANY FAILURE TO / 2722 SOUTH APOPKA
BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SNIPPING. INSTALLING AND 7` STATE F jQ
Bl, LL D.D PSF SLT-ENG /WMR APOPKA. FL 32703BRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN 407.299.1
522 SPECIFICAIIOII PUBLISHED BY THE AHERICAN FOREST AND PAPER ASSOCIATION) AID TPI. ALPINICTOgS A FAx: 407-299,
9153 CACHEFACCSOFRMAD OF TRUSSE ANDZUNLESSIOTHERWISEALOCATED ONST EEL.THISCDESIGN. POSITXCEPT AS MOTE ION
C01RECTORSHPERORS TO •4.R,Ot v TOT . L D . 37.0 P S F S EON - 19161 PROFESSIONAL ENGINEERING DRAWINGS 110 A,'.
THE SEAL
ON THIS OIAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING SPoIVAf` O U R . F A C . 1.25 FROM M RESPONSIBILITY SOLELY FOR THE TRUSSCOMPONENTDESIGNSHOWN. iNC SUI TABILI IY AND USC OF fHiS7 C:ETtt1FIC-ATE OF AUTTIORaxnoN#9216 ANSI/TPIOTI F 199 ANSECTION
PAR CULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDCSIGNER. PER Jun 11 SPACING 24.0" JREF- 1S3J352 T03
kLIJ/10w0 - K-41
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.
19
120 MPH WiND, 14.07 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 0.21" DUE TO LIVE LOAD AND 0.17' DUE
TO DEAD LOAD.
iN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC.
2X4 III
5X6= 5X6=
3X8
2X4 III
2.5X4
6 r 6
5X6s
5X6%
3X8=
5X14 = 2-8-0J
2.95
9-4-0
2X4 III 6X12= 6X8= 2X4 III
3X8(B5R) — 2X4111
3X6(A1)
Icy t- -0
I_ 19-0-0
0-!
1___ 19-0-0 _I
11-6-0 28-6-0 .I
40-0-0 Over 2 Supports
J
R=1561 U=481 W=8" R=1561 U=481 W=8"
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 TY:1 1 R Scale 1875" Ft.
BRACING. REFER 10 HIB-91 (HANDLING INSTALLING AIID BR AC IRG), PUBLISHED BY fPl (TRUSS PLATE
NARHIHG•• TRUSSES RCOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING
ANDUNo.42704
lFLTC L L 20.0 P S F R E F R 3 5 2-- 1 3 5 7 5
IN SIIiUIE. SB3 O'ONOFRIO OR.. SUIiC 200. NADISON, NI 537191. FOR SAFETY PR ACTICCS FR TOR 10
THESE FUNCTIORS. UNLESS DTHENWISE INDICATED, TO CHORD SHALL MA YE PROPERLY AIIACHED
STRUCTURAL PANELS. BOTTOM CHRD 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 10f
Fl ••• FPERFORMINGffg<('. - Y704ROOFTRUSSDrvISIONjlBC
7
2722
T C D L7.D
DL 10.0
PSF
PSF
DATE 06/11/03
SMYTH LUMBERCO. DRW
SLTUSR352 SLT-
ENG 4JMRAPDPICA, SOUTHAPOPKA6LVD. FL
32703 1522
407-
299 9 153 BUILD
THE IRUSSES IN CONFORMANCE WITH 1P1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING ANOE BRACING
OEC AFTRUSSES. fH15 DESIGN CONFORMS WITHAPPLICABLE PR OYISIONS OF NDS(NATIONAL OESIGN CONNC
CTORSI AREP MADCBL SOF O 20GA
i
ASTMMER IA653AGR AOF. R GAL Y.
STEEL CRC LCEPTI ASI NOTED. 1 APPL
YAC
ONNECTORS TO EACH FACE
OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECIORS PER j} OF
A
f407.
299 R10 `•FAX: BC
T0T.
LD.
LL D.
D 37.0
PSF PSF
SE0N-
19163 D U
R F A C . 1.25 FROM M ENGINEERING CERnF1LTE
OF AUT/1ORT2AT10N 09210 DRAWINGS 160
A-2THC SEAL ON THISSTRUSS DRAWING INDICATES
ACCEPTANCE
OF ROFESSIONAL ENGINEERING COMPONENT I FOR
Y ANVL
PARTICULM
FOR C BUILOiXGITSO
THE T RESPONSIBIDESIGN LITY
OF
THE
BUILDING I DESIGNER. PTY AND
USE
ER THISARSI/TPI 1-1995
SECTION 2. A%PROFESSIONAL Jun 11 '
03
SPACING
24.0" JREF- 1S3J352_Z03
L17ZlOWO - K'3) R,
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED
ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
17
I H13 UXU YHCYAHtU THUM LU PIYUI[H IMYUI TLUAU3 & UIPILR31UR3) 3UDPII IICU DI IRU33 1-1.
120 MPH WIND, 13.57 FT MEAN HGT, ASCE 7-98,. CLOSED BLDG, NOT LOCATED `
WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
CALCULATED HORIZONTAL DEFLECTION IS 0.22" DUE TO LIVE LOAD AND 0.18" DUE
TO DEAD LOAD.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
5X8= 5X6=
3X6%
2.5X4
6 1— (A)
6
5X6 % ) 5 X 6
1OX10
2.5X4=
5X6= 2-8-0
2.95 2.5X4 III
2X4111 2X4111 7X8= 2X4111 +.
9-4-0
2X4 III
3X10 (F1)
2X4 III 3X6 (A1)
1.4.0 1-4-0
h
l
11-6-0
17-0-0 _I_ 6-0-0 _I_
28-6-0
17-0-0 J
f
R=1561 U=483 W=8"
40-0-0 Over 2 Supports
R=1561 U=483 W=8"
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R - Scale=.1875" Ft.
XARNING " TRUSSES NEOUIRE E[TREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
BRACING RCFEl TO MIB 91 (HANDLING INSTAILING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTI IUiC.S7D'OROFRIO DR.. SUITE 200. MAO ISO N. NI 60719I. FOR SAFETY PRACTICES PRIOR TOPERFORMING
T C L L 2.0 PSF REF R352--13576
THESE FUMCf10NS, UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAYC PROPERLY ATTACHED FoU-*%'N- TC. D L 7.0 PSF DATE 06/11/03
SMYTH LUMBER CO. SIRC TUR AI PANELS. BOTTOM CHORD SHALL HAVE A PR OPCR IY ATTACHED R1G10 CCIL LNG. U
IMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL PSF DRWRooFTRuSSDIVI51oNPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TNIS DESIGN: ANY FAILURE 10 iii NO•.2704 10.D SLTUSRJ52
2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
APOPKA. FL 32703 BRACING OF TRUSSES. THIS OE SI GN CONFORMS WITH APPLICABLE ROVISIONS OF NDS (NATIONAL DESIGN" BC LL 0.0 PSF SLT-ERG WMR
407-299.1 522 SP[CIF IC Ai10N UBLISHED BY TH[ ANER IC AN FOREST AND PAPER ASSOCIATION) ANO T 1. Al TNC
CONNECTORS ARE MAOC OF 20GA ASTM A623 GRAD GALY STEEL. EYCEPT AS NOTED. APPLY CONNECTORS TO
STATE OF
r T 0 T L D . 37.0 P S F S E 0 N 19165
FAX: 407.299 91 53
PROFESSIONAL ENGINEERING
EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER
DRAWINGS 160 A,Z. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPONSI BIL ITV SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TNIS
ti= O R%* •"
slnH` Y / N• D U R F A C . 1.25 FROM M
CERTIFICATE OF AUTHORIZATION#921B
ANSMP
I/
SI)TPIT IF NY NYCPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OC SIGNER. PER Ufl 1 - SPACING 24.0" JREF- 1S3J352_Z03
ZIWI SMl3 - K-4)
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED
ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
PQ
3X8(B5R)
1.4-0
ty
5X8=
In I UMU —E—CV —l' bunt U,— % ,• „ .,, .. •. , •,•+ •••••.
120 MPH WIND, 13.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
CALCULATED HORIZONTAL DEFLECTION IS 0.23" DUE TO LIVE LOAD AND 0.19" DUE
TO DEAD LOAD.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
2X4 III 6X8=
JXb%
5X6%
6 r
5X6
A)
6
A)
3X6=
5X6= 2 8-0
2.95
9-4-0
2X4 III 1nx1n- dx1n= rvg-
2 X 4 III
3X6(A1)
1-4-0
y
I_ 15-0-0 _L 10-0-0 1_ 15-0-0 _
11-6-0 28-6-0
eE 40-0-0 Over 2 Supports '
I
R=1561 U=486 W=8" R=1561 U=485 W=8"
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R - Scale=.1875" Ft.
YhRNING " TRUSSES REOUIRE ETIRLME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND M M. T C L L 2 0.0 P S F R E F R 3 5 2-- 1 3 5 7 7BRACING. RCFER TO HIB-91 (HANDLING INSTALLING AND GRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 583 D'ONOFRIO OR.. SU IIE 200, MAD1S011, WI 53719). FOR SAFETY RACTICES PRIOR TO •••t lFl(••• /
P [RF ORXING THESE FUNCTIONS. UNLESS Oi HERYISC IMIT CATEO, TOP CHORD SHALL MAY PRO CRLY ATTACHED + .•l 'y,•, (` T C D L 7.0 P S F DATE 0 6 / 1 1 / 0 3
S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _trG
ROOF TRUSS DIVISION -;,
IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j No.42704 BC DL 10.0 PSF DRW SLTUSR352
PRODUCTS. INC. SHALL NOT BE RESPORSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 10 1 = 1
2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WI I TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND
7C 7C -
APOPKA,FL 32703 BRACING OF IRUSSES. THIS DESIGN CONFORMS YI1H APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF ; BC LL 0.0 PSF SLT-ENG /WMR
407 2931 522 SPECIFICATION PUBLISHED BY iHC AHER IC AM FOR CST ANO APCR ASSOCIAi ION) AND IF]. ALPINE
CONNECTOR$ ARC MADE OF 20GA ASIM A653 GRAO GAL,- STEEL. [ICE PT AS NOTED. A PLY CONNECTORS TO VVVA , 0 R,O+r. av T 0 T . L D . 37.0 P S F S E 0 N - 39050
FAX: 407-2999 1 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER `
c
PROFESSIONAL ENGINEERING
DRAWINGS 160 A•2. fHE SEAL ON THISS L
S DRAWING INDICATES ACCE TANCE OF PROFESSIONAL ERGINEERING Yp` {. D U R . F C . 1.25 FROM SF
CERTIFICATE OF AUT110R17ATION 09218 COMPONENT
I
FOR
YANYL
PART ICUPAR
IN E
GUIL(fl NU IS THE RESPONSIBILITY OF THE BUILDING
I
DESIGNER. PER
THIS
Jun 11 SPACING 24.0" JREF 1S3J352_Z03ANSI/TPI 1-1995 SECTION 1.
Lly/lUWU - K-5
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
T1 2x4 SP #1 Dense:
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
F7
3X10(F1)
1-4-0
ty
I THIS DWG PREPARED FROM COMPUTER INPUT, (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR,
120 MPH WIND, 12.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
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.
5X8=
2X4 III 2. 5X4 = 2X4 III 5X8=
5X6%
6
5X6
6 r—
T1 2.5X4
2.95 =
5X12 = 2-8-0
2X4111
L _9-4-0
7Xln= FXR= 2X4111
2 X 4 III 3X6 (A1)
1-4-0
y
13-0-0 14-0-0 13-0-0
11-6-0 28-6-0
40-0-0 Over 2 Supports
R=1561 U=488 W=8" R=1561 U=488 W=8"
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 - R - Scale=.1875" Ft.
WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND
BR AC IXG REFEA TO NIB-91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS,PLATE
I XSTITU iE. 503 D'O NOFRIO OR . SUITE 200. MADISON. WI 53119). FOR SAFETY PRACIICCS PRIOR TO
PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED
M SQTIFI
T C ILL 2 0.0 P S F
T C D L 7.0 PSF
R E F R 3 5 2-- 1 3 5 7 8
S MYTH LUMBER CO. DATE 0 6 / 1 1 / 0 3
ROOF TRUSSDMSION
STRUCTURAL PANELS. BOTTOM CHORD SHALE HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT•• FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
fG .p
PIT CIS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEIIATION FROM THIS DESIGN; ANY FAILURE TO ND.42%O4 BC DL 10.0 PSF DRW SLTUSR352
2722 SOUTH APOPKA BLVD.
APOPKA.FL
BUILD THE TRUSSES IN CONFORMANCE WITH TP 1: OR FA IC AIING. HANO[ING. SHIPPING. INS IALLING AND
BRACING OF TRUSSES. THIS32703
407-299-1522
DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO$ (NATIONAL DESIGN
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE
CONNECTORS AR( MADE OF ZOGA ASTM A653 GRAD GALY STEEL. EXCEPT AS NOTED.
STATE OF t*
S
BC LL 0.0 PSF SLT-ENG /WMR
FAx: 407-299-9153
PROFESSIONAL ENGINEERING
APPLY CONNECTORS TO
EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS RER
OR AW I IIGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCCP TA TICE OF PROFESSIONAL ENGIN, IT
O p10 •• _`
4
F
IIA v
TOT . L D . 3 7.0 P S F S E 0 N - 39052
HMGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWNTHESUITABILITYANDUSEOFTHIS vII DUR.FAC. 1.25 FROM SF
CERTIFICATE OF AUTHORIUTTON N9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER
ANSI/TPI 1.1995 SECTION 2 JU11 IL SPACING 24.0" JREF- 1S3J352 Z03
Liy/1tMi - K-1))
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) EOUALLY 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.
17
3X1O(F1) 5-
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.
5X6=
1OX10 (R) III 3X8= 6X6= 5X6=
LAY III iA..- Z)AO=
3X6(A1) _
1 4-0 ry
h
11-0-0 18-0-0 1-0-0
11-6-0 28-6-0
40-0-0 Over 2 Supports
J
R=1561 U=490 W=8" R=1561 U=490 W=8"
9-4-0
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R - Scale=.1875" Ft.
WARNING' IgUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
BRACING REFER IS HIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INTE. SBJ D'ONOFq 10 DR .. SUI IE 200, MAD ISON, YI 57719). FOR SAF CTY PRACTICES PRIOR 10
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATEO. TOP CHORD SHALL HAYC PROPERLY AlIA.CHEO
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT•' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALINE ENGINEERED
PRODUCTS. INC. SHALL NO1 BE RCSPONSIBIE FOR ANY DEVIATION FROM THIS DESIGN; AHY FAILURE TO
tlFl j'•.
3`f(A -
77r
NO.42704 I
1 * 7C
T C
T C
BC
L L
D L
D L
20.0
7.0
10.0
P S F
P S F
P S F
R E F R 3 5 2-- 1 3 5 7 9
DATE 0 6 / 1 1 / 0 3
S MYTH LUMBER CO.
ROOF TRU55 DIVISION D R W SLTUSR352
SLT-ENG 4JMR2722SOIITIRAPOPKABLVD.
APOPKA, FL 32703
407-2931 522
BUILD IHE TRUSSES IN CONFORMANCE KITH TP 1. OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND
BRACING OICAF TRUSSES. THIS DESIGN CONFORMS WI1X APPLICABLE ROVISIORS OF NOS (NA11011AL DESIGN
P. ONNECTOg1IARCPNBOCSOFDIOGATASTMNA65JAGIC NRAORGALVANSTEEID PA CRCXCE/fIASINOiEDND NOS
EC TORS TO
Q STATE OF t
AAA1 A.-' - J
yAI`.•0 R,O `,•
j
BC
TOT.
LL
L D.
0.0
37.0
PSF
P S F S E 0 N 39054
FAx: ao7-299 91 53
PROFESSIONAL ENGINEERING
CERTIFICATE OFAOTTTOR17AT1ON#92 W
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 ROFESSIONAL ENGINEERING
R ESPONSIBILIIY SOLELY FOR THE TRUS15A C71NPDXCNT DESIGN SHOWN.THE SUITABILITY AND USE OF THIS
COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF IHE BUILDING DESIGNER. PER
ANSI/TPI 1-1995 SECTION 2
Y NSIVAL
UTI 11 '03
D U R F A C . 1.2 5 FROM SF
SPACING 24.0" JREF- 1S3J352_Z03
Lly/113YII1 - K- /) .
TOP CHORD 2x4 SP #2 :T2, T3 2x4 SP #1 Dense:
BOT CHORD 2x4 SP #2 :62 2x6 SP #1 Dense:
WEBS 2x4 SP #3 :W11 2x4 SP #2:
PROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
0
3X1O (F1)
THIS DWG PREPARED FROM COMPUTEq INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY IRU55 MI-H.
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=
L A `? III OAO= KffM.3b
3X6 (Al)
1-4-0 1-4.0
t ty
9-0-0 _ 1— 22-0-0 _I 9-0-0 I
11-6-0 T 14-7-12 '113-10-4 E
40-0-0 Over 2 Supports 'I
R=
1561 U=493 W=8" PLT
TYP. High Strength, Wave
TPI 95 R Design Crit: TPI STD FLBC 6.1 WARNING•'
TRUSSES NEOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING.
REFER 10 HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE.
583 D'OIIOFRIO DR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING
7 H E SE FUHCI TONS. 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 PA
ODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722
SOLrrH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI. OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND APOPKA.
FI.. 32703 BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF HDS (NATIONAL DESIGN 407-
299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND A PER ASSOCIATION) AND TPI. ALPINE FAX:
407-2999153 CO
NNCC TORS ARE MADE OF 10GA ASTM AG 53 GR AO GAL' STCCL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH
FACE OF TRUSS. AND UNLESS Or HEAWI SE L0CAIED ON THIS OE SIGN, POSITION C0AN ECTOAS PER PROFESSIONAL
ENGINEERING DRAWINGS
IGO A 2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R
E S ONSIBILITY SOICIY FOA THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AHD USE OF THIS CERnFICATE
OF AITTHORTIATION N9218COMPONEN7 FOR AWY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI
1.199S SECTION 2 t,M
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42704Tvi i STATE OF ft
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0 PSF DUR.FAC. 1.
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DATE 06/11/
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TOP CHORD 2x4 SP #2 :T2, T3 2x6 SP #2:
BOT CHORD 2x6 SP #2
WEBS 2x4 SP #3
A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EOUALLY SPACED
ON MEMBER. ATTACH WITH (2) 166 NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
0
III J .,U .-- .,. ,. . -...... .. _- ...-
120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, PART. ENC. 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.
6X6III 5X6= 8X8= 5X6= 6X6=
P bbb- kqbt
2X 4 III 4X6(
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5X4= 5X4 (R III 7X6=
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0-0 Over 3 Supports R=
1365 U=657 W=8" R=3898 U=1753 W=8" R=904 U=450 W=8" 9-
4-0 PLT
TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY:1 1 R - Scale=.1875" Ft. WARNING"
TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING.
RCF ER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TII (TRUSS PLATE I
I15111UT1. SBO D'ONOFRIO DN., SUITE 20D. MADISON, WI 50719). FOR SAFETY PRACTICES PRIOR TO ICRF
ORHING TH CSC FUNCTIONS. UNLESS OTHERWISE INO ICATCD. TOP CHORD SHALL HAVE POP PLY All ACHED 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 MT:..
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ENG WMR - 2722SOLM4APOPKABLVD. APOPKA.
Fl- 32703 407.
299.1 522 BUILD
THE TRUSSES IN CONFORMANCE WITH TII. OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING
OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION
PUBLISHCO BY THE AHERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS
ARE MADE OF 20GA ASTM A657 6RA0 GAIV. STEEL. EXCEPT AS IIOTE0. APPLY CONNECTORS TO STATE
OF t R,
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DRAWINGS
1'0 A"2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGIIICERING RESPONSIBILITY
SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. IHC SUITABILITY AND USE OF THI5 COMPONENT
FOR ANY PARTICULIV BUILOINGSS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER AN
5..TII 1 1995 SECTION 2 VV
v Jun
11 '03 SPACING SEE ABOVE JREF- 1S3J352_Z03
L1`J/1bwb - K-bu) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
1-40
120 MPH WIND, 14.32 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
5X4=
C.DA4=
7-5-7
9 -0
0-0-0 5-9-8
11-6-0 14-3-8
fE 25-9-8 Over 2 Supports
R=1049 U=530 W=8" R=940 U=523 W=3"
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R - Scale =.25" Ft.
WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND
BRACING. REFER TO HIB91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. SB] D'ONOFR IO DR.. SUITE 200. NADISON, WI 57719). FOR SAF EIY PR ACIICCS PR IO0. TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RI ID 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
SPECIFICAIIOII PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS AREHAOE OF 2OGA ASTM A653 GRAD GALY. STEEL. EICE T AS NOTED APPLY CONNECTORS TO
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTOR$ PER
M e
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S MYTH LUM BAR CO.
RooFTRussDlvlslon
2722 SOUTH APOPKA BLVD.
APOPKA, FL 32703
407-299.1 522
FAX: 407.299 9153
DATE 0 6 / 1 1 / 0 3
DRW SLTUSR352
SLT-ENG WMR
S E 0 N 19168
D U R F A C . 1 .25 FROM MPROFESSIONALENGINEERING
CERnmr-ATE OF AUTTIOR17ATION#9218
DRANIM110 A-L. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONGSSIBILITYSOLELYFORTHETRUSSCOMPORTITDESIGN $H0 WN. THE SU"AB ILL I AND USE OF THIS COMPONENT FOR
ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIJTPI 1-
1995 SECTION 2 S"NAf`
Jun 11
BUJ SPACING 24.0" JR Ef- 1S3J352 Z03
71971RWB - R-611 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) -SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EOUALLY SPACED
ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS.
N
3X4 (Al)
1L O
120 MPH WIND, 14.32 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP C, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
5X4 =
2X4 III
JAG= CA 111 LA9 III
2. 5X4 (R) III
7-5-15
9- -0
1, 20-0-0 _ — 5-8-8 ,
I12-7-0 13-1-8
LE 25-8-8 Over 2 Supports
R=1046 U=710 W=8" R=937 U=685 W=3"
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:3 FL 1 R - Scale =.25" Ft.
NARNING•• TRUSSES REQUIRE EIIREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND
BRACING RCFER TO HIB'91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. SBl D'ONOFRIO OR.. SUITE 200, MAGI SON, VI 57719). FOR SAFE TY PR ACT ICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL NAPE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.tfG
IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED
PRODUCTS, INC. SHALL NOT BE RESPONSIBIT LE FOR ANY DEVIATION FRO. THIS DESIGN, ANY FAILURE TO
R
ZIFI[`3••, /L
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DATE 0 6 1 1 0 3
S MYTH LUMBER CO.
ROOF TRUSSDIVESION DRW SLTUSR352
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APOPKA,FL 32703
407-299.1 522
BUIL BRAC/
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ARE MADE OF 20GA ASTH A657 GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO Q
STATE OF t jV%
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R F A C . 1.25 FROM M PROFESSIONAL ENGINEERINGCERTIFICATEOFALMIORt7A'ION#
9216 DRAWINGS 160
A- I.THE SEAL ON THIS GRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RCSP0 NSI81L11Y
SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. IITC SUITABILITY AND USE OF THIS COMPONENT FOR
ANY PARTICULAR BUILDING Its THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI
1.1995 SECTION 2. 4 A
Y11N11 '
03 A SPACING
24.
0" JREF- 1S3J352_Z03
L17/10010 - K-De) IHIb UMG PNtPANtU tNUM LUMPUItN INPUI, (I-Mb 8 UIMtf,! UIM) bUUM11ItU UT IKUbb MrM.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3 W8 2x8 SP #1 Dense:
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.
0
2X4 (Al)
1 4-0
SA4= ZA4111
120 MPH WIND, 14.32 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP C, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
4X6%
9-4-0
12-7-0 I 8-0-4 -I
20-7-4 Over 2 Supports
R=858 U=567 W=8" R=715 U=650 W=3"
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:5 FL 1 R - Scale =.25" Ft.
WARNING •• TRUSSES REQUIRE EXTREMECARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND
BRACING. RCF ER f0 HIB -91 (HANDLINGIHG INSTALLING AND BRACING). PUBLISHED BY T I (TRUSS PLATE
PC
TTOII. SB3 O'ONOFRIO DR.. SUITE 100. NAOISON, YI 5]119). FOR SAFETY PRACTICES PRIOR TO
P ERFORMIN6 IHC SC FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAYC PROPERLY ATTACHED
M. / R I
IF1 •., / Q '+.
T C
T C
L L
D L
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7.0
P S F
P S F
R E F R 3 5 2-- 1 3 5 8 4
DATE 0 6 / 1 1 / 0 3
S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT" FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f ND"42704RooFTIiu55Dlvlslorj
2722 SOUTH APOPKA BLVD.
PRODUCTS. IIIC SHALL NOI BC RCSPONSIB LE FOR ANY OEV IATION FROM THIS DESIGN, ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMANCE YI iH TP1: OR FABRICATING. MA NDLING. SHIPPING. INSTALLING AND
1 j y
7C
BC DL 10.0 PSF DRW SLTUSR352
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7C
5 BC LL D. D PSFAPOPKA, FL 32703
407.2891522
DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
SPEC IFIC A110N PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND T 1. ALPINE
CONNECTORS ARE MADE OF 10GA ASIM A653 GRAD GAL,. SIEEL. TICE PI AS NOTED. APPLY CONNECTORS TO
STATE OF
S.W( A 4L=- Z T 0 T. L D. 37.0 P S F S E 0 N- 19174FAX: 407-299-9 1 53 EACH FACE OF TRUSS• AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER
O R,OT`f
OUR F A C . 1.25 FROM MPROFESSIONALENGINEERING
ORAWIMGS 160 A- I.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
CERTIFICATE OF AUTHORIZATION 092113
R ESPONSIIIILIIY SOLELY FOR THE TRUSS COMPONENT DCS16N SHOWN IHC SUIT 4..LI I ARD USE OF THIS
comp/TPITIFORANYSE
PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER
CTION 2.
Jun 11 SPACING 24.D" JREF- 1S3J352 Z03
IIV/ 1t3WU - K-15 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. N
4X8=
2.
5X4(A1) L1-
4-0j In
13 UNU rncrl1MLU rMUrl LunruICR u•rui LLVIIUJ 0 VI MLI.J IV" JI JU011•IILU Ui I IViu n. 120
MPH WIND, 11.56 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, NOT LOCATED WiTHiN
4.50 FT FROM ROOF EDGE, CAT II. EXP C. WIND TCDL=5.0 PSF, WIND BCDL=
5.0 PSF. iN
LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24' OC. 2X4III
3X10= 2X4III T
2-
II2-3 12L0-
0 9-
4-0 Ile
9-0-0 _L _ 11-8-0 12-
7-0 T 8-1-0 Le
20-8-0 Over 2 Supports R=
861 U=610 W=8" R=750 U=548 W=4" PLT
TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R Scale 3125" Ft. WARNING**
TRUSSES RCOUIRC EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSIAll1116 AND BRACING.
RCFCR 10 H1B-91 (HANDLING INSTALLING AND BR ACINGJ. PUBLISMCD BY fPI (TRUSS LATE M M T C L L 20.0 P S F R E F R 3 5 2-- 1 3 5 8 5 I
NSTIIU TE. SB3 D'ONOFRIO DR., SUITE 200. MADISDN, IE
53119).
FOR SAF[fY Pq ACTICES PR TOR 10 PERFORMING
IMESE FUNCTIO14 S. UNLESS OTHERWISE INDIC AIEO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL
PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IHPORfANf
FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Pq
ODUCTS. INC. SMALL NOT BE RESPONSIBIC FOR ANY DEVIATION FRON THIS DESIGN: ANY FAILURE TO iQt
lFl •/ t• -
7 • f
No.42704 T
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D
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0 10.
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DATE
0 6 / 1 1 / 0 3 S
MYTH LUMBER CO. ROOFTRl15SDIVISION
DRW SLTUSR352 S
L T - E N G WM R 2722SOUTHAPOPKABLVD. APOPKA,
FL 32703 407-
2911522 FAx
407.299 9153 BUILD
THE TRUSSES IN CONFORMANCE WI IN TPI: OR FABRICATING. HANDLING, SH1,PING. INSTALLING AND BRACING
OF TRUSSES. THIS DES16N CONFORMS WI1H APPIICABIE IROYISIONS OF NOS (NAfIONAI DESIGN SPCCIFICAIIDN
PUBLISHED BY DES
AM
ER IC AN FOREST AND PAPER ASSOCIAIIDN) AND T I. AIIINC CONNECTORS
ARE HAD OF 20GA AST A653 GRAD GALY. STEEL. CICEPT AS NOTED. A PLY CONNECTORS TO EACH
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PSF FP
S F S E 0 N 19176 D
U R F A C . 1.25 FROM M PROFESSIONALENGINEERINGCOMPICATEOFAUHIORIZA110N1Y9218
DRAWINGS
160 A- I.THE SEAL ON THIS DRAWING INDICAIES ACCEPTANCE OF PROFESSIONAL ENGINEERING R
CSP0NS IIIIL ITSOICIY FOR THC TRUSS COMPO NC RI DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT
FOR ANY PARTICUWR BUILDINGIS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/
TPI 1-1995 SECTION 2. S
NA1, Jun
11 'U SPACING 24.0" JREF- 1S3J352_Z03
L17/10P10 - K-10(LYLT))
0
TOP CHORD 2x4 SP #2 :T2 2x6 SP #2:
BOT CHORD 2x6 SP #2 :B2 2x4 SP #1 Dense:
WEBS 2x4 SP #3 :W3, W5 2x4 SP #2:
120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED
ANYWHERE IN ROOF, CAT 11, EXP C, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC
7X8= T2
THIS DWG PREPARED FROM COMPUTEf INPUT_ (_LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR
2 Complete Trusses Required
NAILING SCHEDULE: (0.1310.0_g_nails)
TOP CHORD: 1 ROW @ 12' o.c.
BOT CHORD: 1 ROW @ 12" o.c.
WEBS : 1 ROW @ 4" o.c.
USE EOUAL SPACING BETWEEN ROWS AND STAGGER NAILS
IN EACH ROW TO AVOID SPLITTING.
11 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
12X14 (! ! ) = 6X6= 2X4 III
9-4-0
2.5X4 (A1) = `A" "'
I.4-oj
7-0-0 13-8-0
12-7-0 8-1-0
fE 20-8-0 Over 2 Supports
R=1539 U=1230 W=8' R=1649 U=1274 W=4'
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 19.630 OTY:1 FL 1 R Scale 3125" Ft.
WARNING•• TRUSSES REOUIRC EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND
BRACING. REFER TO HIB,91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY T I (TRUSS PLATE
IN S TI TUT C. SBO D'ONOFRIO OR.. SUITE 200. MAD ISON, NI 51719), FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUTICTIONS. UNLESS OTHERWISE IRDICAfCO, TOR CHORD SHALL HAY PROPERLY ATTACHED
SIR UC TURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHCD 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
SPEC IF IC A TION PUBLISHED BY THE AMERICAN FOREST ARD PAPER ASSOCIATION) AND TPI. ALPINE
L. NOTE9. APPLY
EACH
CONNECTORS OFR TRUSS. AND 2UNLESSGATOTHERWISE A LOCATED ONE THIS DESIGR. S
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29 -91OF FAR: 407-299-91 53 DATE
0 6 / 1 1 / 0 3 DRW
SLTUSR352 SLT-
ENG WMR SEON-
18879 DUR.
fAC. 1.25 FROM M PROFESSIONALENGINEERINGE.
ETTnFlCATEOFAU7HORFUTONu9218 DRAWINGS
160 AE. THC SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY
SOLCIY FOR THC TRUSS CONPONCNT DESIGN SHOWN. THC SUITABIIIiY AHD US[ OF THIS ANOMPSI/
TPI XTIF/995N5CPARI AR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGN ER, PER S/
pNA`+ Jun
11 SPACING SEE ABOVE JREF- 7 1S3J352 03
L171113106 - KOO Inn UMU r.trA.tU rMun LunruiCK fnrui LLUAUa a U1ntn3l Ui.a) avOMIIIEU D, Im- nrn.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED
ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING
DESIGNER FOR CLB ANCHORAGE AND SUPPORT REOUIREMENTS.
3-2-7
5X4= 2X4111
3X8 = 2.5X4
Lt1.4-8»L--1-3-8>J
1_ 6-11-8 _1_ 2-4-0 _1
120 MPH WIND, 16.57 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG. NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP C. WIND TCOL=5.0 PSF, WIND
BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC.
9-3-8 Over 2 Supports
R=536 U=421 W=8" R=235 U=389 W=3"
6-8-3
0
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 T C L L z 0. 0 P S F R E F R 3 5 2-- 1 3 5 8 7RACING. REFER TO NIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHEO BY TPI (TRUSS PLAiC
IRSIIID IE. SBJ D'ONOFR I0 DR .. SUITI 200. MA0150 N, vl 5J719). FOR SAFETY PR ACfICES PRIOR TO p'(IFI(••'•• /
PERFORMINGORMING THESE FU NCIIONS. UNICSS OTHERWI SC INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED ` T C D L 7. 0 P S F DATE 0 6 1 1 0 3
S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAY[ A PR OP CRLY ATTAC MID RIGID CEILING. 1 3`fo l l
IMPORTANT•• FURNISH A C0PY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i No. 42704ROOFTRUSSDIVISIONPRODUCTS. IMC. SHALL NO 1 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO * _ ,-L * BC DL 10.0 PSF DRW SLTU$fi 52
2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES Iv CONFORMANCE WITH TPI; ON FABRICATING. HANDLING. SHIPPING. INSTALLING AND-
APOPKA,FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN OF OF IQ BC LL 0.0 PSF SLT-ENG /WMR
407-299 1 522 SPCCIFICAiION PueL1SH[D Br THE AX[RICAN FOREST AND PAPER 4SSOCIATION) AND TPI. ALPINE t • J(IA
FAX: 407-2999153
CONNECTORS AN MADE OF TOGA AST. A66J 6RA0 GALV. STEEL. EXCEPT AS NOTED APPLY CONNECTORS TO .tiOR,O••A TOT. LD. 37.0 PSF SEON- 19180
EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON INIS DESIGN, POSITION COHN(C TORS PER
PROFESSIONAL ENC;INEERING
DRAWINGS 160 A,2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING oNaf`E DUR Fnc 1 z5 FROM M
RESPONSIBILITY SOLELY FOR THE TRUSS CPMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
CERTIFICATE OF AUTHOREZAT10N N92113 COMPONEITI FOR ANSEC110NC2lMR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ,Jun 11 '03 SPACING 24.0" JREF- 1S3J352_Z03
kL17/1OVID KDU) INIJ UNU PKtVAKtU fMUFl L.unrUILK INFU I tfUAUZI a UI nCNJ1UN.') 3UDnIIICU DI InUJJ TOP
CHORD 2x4 SP 2 120 MPH WIND, 11.97 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT
CHORD 2x4 SP 1 Dense WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B. WIND TCDL=5.0 PSF, WIND WEBS
2x4 SP 3 BCDL=5.0 PSF. ROOF
OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. r
L<
i-4-O>J 2
X 4 III 10-
11-8 Over 2 Supports R=
505 U=240 W=8" R=369 U=238 W=3" 0-
3-8 f
F +
9-
4-0 PLT
TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:5 FL 1 R Scale 375" Ft. WARNING"
TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING.
M. T C L L 20.0 P S F R E F R 3 5 2-- 1 3 5 88 NEFERTOHID-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY IrI (TRUSS PLATE INSTITUTE.
SBJ D'OWOFR IO DR., SUITE 200. NADISO W. WI 5)719), FOR SAF[TY PRAC 11CC5 PRIOR TO PCRFORMING
THESE FUIICTIONS. UNLESS 01HERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL
PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. M
p(
IFIQ4% ,/ rG(!
0 I-
TCD L 7.0 P S F S
MYTH LUMBER CO. DATE
0 6 / 1 1 0 3 DRW
SLTUSR352 ROOFTUSSDIVISIONPqIMPORTANTFURNISHACOPYOFTHISDESIGNTOTHEINSTALLATIONCONTRACTOR. ALPINE ENGINEERED f No. 2704 F 9 BC OL 10.0 PSF 2722
SOUTH APOPKA BLvD. NC .
OOUCTS, INCSHALL WOI BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES
IN CONFORMANCE WITH IPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND APOPKA. FL 32703
BRACING OF TRUSSES THIS O[SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN BC L L 0.0 PSF S L T - E N G W M R 407 299-1
SPECIFICATION PUBLISH[D BY THE AMER ICAN FOR(ST ANO PAPEq ASSOCIATION) ANDiPl AL INE STATE OF S E 0
N 39071 522 CONNECTORS ARE MADE
OF
20GA ASTM A65J GRAD CALV. STEEL, EICEPI AS NOTED. APPLY CONNECTORS TO T 0 T . L D . 37.0 P S F FAX: 407-2949153 EACHFACEOFTRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. OSITI ON CONNECTORS PER D U R F
A C 1.25 FROM S F PROFESSIONAL ENGINEERING DRAWINGS 160A -I.
THE SEAL ON THIS DRAWING INDICATES ACCE TA ITCC OF PROFESSIONAL ENGIRE,RING s/4VNAl RESPONSIBILITY SOLELY FOR THETRUSSCON BRENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CETITIFICA7E OFAUTNORMA'nON TF9218
COM ONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jun 11 ANSI/If1 1.1995
SECTION 2. SPACING 24.0" JREF- 1S3J352_Z03
LlV/IUWU - K51 IMIJ UNU PKtFAKtU rKUPI L.UnrUitX IRVUI LLUAU3 0 UIYICIIJIUIIJ) JUDIIII ICU DI 1-0 I,.D.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #1 Dense
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
120 MPH WIND, 11.97 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCOL=5.0 PSF, WIND
BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
2 X 4 III
2X4 III 5X4=
1<1.4.OY
lie 1 10-10-8 Over 2 Supports
R=494 U=199 W=7" R=379 U=276 W=3"
0-3-8
1
F +
8-0-0
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 T C L L 2 0.0 P S F R E F R 3 5 2-- 1 3 5 8 9BRACING. RCFER 10 NIB 91 IMANDIING INSIAILIIIG AND BRACING). PUBLISHED BY III (IR USS PLATE
MSTI TUTE. 507 O'OXOFR IO DR.. SUITE 200. HADISO H. YI 57719). FOR SAFETY RACE ICES PRIOR TOIV
PERFORMING THESE FUNCIIOIIS. UNLESS OIHERNISE INDICATED. TOP CHORD SHALL HAY[ PROPERLY ATTACHED
tlFl•.
f' r ff T C D L 7.0 P S F DATE 0 6/ 1 1/ 0 3
S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. j t110" 4Y%04
ROOF TRUSS DIVISION
UINRNISH
A
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED IMPORTANT" FURPRODUCTS. C.
SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO i* BC DL 10.0 PSF DRW SLTU SR352 S L
T - E N G / W M R 2722 5oun4APOPKA8LVD. APOPKA. FL
32703 BUILD THE
TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF
TRUSSES. THIS DESIGN CONFORMS WIfM APPLICABLE PROVISIONS OF (NATIONAL DESIGN 1 STATE
OFBCL L 0.0 P S F 407-299.
1522 IDS SPECIFICATION
PUBLISHEDBYTHEAMERICANFORESTANDPAPERASSOCIAIION) AND TF1. ALPINE L R1o.
0 `
V FAX: 407-
299LJ1 53 CONNECTORS ARE
MADE OF 2OGA ASIH A657 GRAD GALV. STEEL. EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE
OF I USS. ANO UNLESS OTHERY ISE LITCAIED ON THIS DESIGN. POSITION CONNECTORS PER TOT AD.
37.0 PSF SEON 39073 D U
R F A C 1.25 FROM S f DRAWINGS 160A -I. THE SEAL ON IRIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING
RCS ONSIBIL ITV SOLELY FOR THE INCgNPONENI OC SI6X SXONN. THC SUI TAITV AND USC OF THIS SPACING 24.
0" JREF- 1S3J352_Z03 CERTTFIC:ATEOFAIJTNORT7AT10NY19210
ITIS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jun 11 '03 COMPONENTIF1995NSCCIRUNCULJR 2.
LIY/1UWU - K04)
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMIIILO BY IHUSS Mh K.
120 MPH WIND, 16.07 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP C, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC.
3-2-7
5X4= 2X4 [[I
2.5X4 = 2.5X4
L<1-4.8Y<1.3-8>j
L 4-11-8 _I 4-4-0 I
9-3-8 Over 2 Supports
R=526 U=456 W=8" R=245 U=345 W=3"
5-8-3
0
WARNING " TRUSSES REOUIRC EXTREME CARE IN FABRICATION. HANOLIRG. SHIPPING. INSTALLING AND
BRACING. RCFCR TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE. 563 D'ONOFRIO DR.. SUITE 100. MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO
PE'ORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED
S MYTH LUMBER CO. STRUCTURAL PAXEIS. BOTTOM CHORD SHALL "AVE A PROPERLY ATTACHED R1610 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
APOPKl1, FL 32703 BRACING OF TRUSSES. THIS DESIGN COFIFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
407.299.1 522 SPEC IFICAIION PUBLISHED BY THC AMCRICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
FA7c 407.2999153
CONN CC TORS ARE MAI) OF 20GA ASIM A653 GRAD GAL V. STEEL. fICC T AS NO TEO. APPLY CONNECTORS TO
EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON IHIS DESIGN. POSITION CONNECTORS PER
PROFESSIONAL ENGINEERING
DRAWINGS 160 A-2. 1HE SEAL ON THIS DRAWING INDIC ATCS ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USC OF THIS
CERTIFICATE OF AUTIIORCr ATION N9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RES ONSI91LI TY OF THE BUILDING DESIGNER. PCR
ANSI/TPI 1-1995 SECTION 2.
OTY:1
AxTIFIC-4' j/e
i No.42704
j,t STATE OF
R10' t1
s/DNA E
Jun 11
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--13590
DATE 06/11/03
DRW SLTUSR352
SLT-ENG /WMR
SEON- 19182
FROM M
JREF- 1S3J352 ZO3
LIV/16WO - Kb3
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24' OC.
3-2-7
5X4= 2X4111
2. 5X4 = 2. 5X4 =—
Lt1-4-8>1<1 3-8>
1_ 2-11-8 _1_ 6-4-0 _I
I n1a UNU r Cr CU rnvn lVrIrVICR InrUI t-- —1-11 .. .. - - "'".
120 MPH WIND, 15.57 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP C, WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
Le 9-3-8 Over 2 Supports
R=526 U=491 W=8" R=245 U=305 W=3'
4-8-3
0
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R - Scale =.375" Ft.
YARNING' TgUSS[S REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND
DR AC ING. .;IF CR IS HIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY T I (TRUSS PLATE
IN 111U1C. SB3 D•OHOFR I0 DR., SUITE 100. MAD ISON, YI 53719), FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. U1IlCSS OIHCRVISC INDICATED. TOP CHORD SHALL NAYC PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINECRCO
PRODUCTS. INC. SHALL NOT BC RESPONSIBLE FOR ANY .DEVIATION FROM 'HIS DESIGN: ' ANY FAILURE TO
M.I
t TPI '•.
I NO.42%04
C
T C
BC
L L
D L
DL
20.0
7.0
10.0
PSF
P S F
PSF
R E F R 3 5 2-- 1 3 5 9 1
DATE 0 6/ 1 1/ 0 3
S MYTH LUMBER CO.
ROOF TRUSS DIVISION DRW SLTUSR352
S L T - E N G WM R2722SOUTHAPOPKABLVD.
APOPKA. FL 32703
407.299.1 522
FAx: 407-2999153
BUILD THE IRUSSES IN CONFORMANCE WITH I I: Oq FABRICATING. HAND'.11.. SHIPP, NG• IUSTALLING AND BRACIIIG OF TRUSSES. IHIS
DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE
AMERICAN FOREST AND PAPER ASSOCIATION) AND T I-ALPINE CONNECTORS ARE MADE OF
10GA AST. 1653 GRAD GALV. STEEL. EICEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF TRUSS.
ART) UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER t STATE OF S
P}
W I
B C TOT. L
L AD.
0
37.0
0
PSF
F PSF
SEON 19184D
U R F
A C . 1.25 FROM M PROFESSIONAL ENGINEERING TI CERFICATEOFAUTIIORUATTON
N92113DRAWINGS 161 "' THE SEAL
OM THIS DRAWING INDICATES ACCEPIANCC OF ROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THC
IR'IS S COMPONENT BEST GN SHOWN. THC SUITABILITY AND U S I OF THIS COMPONENT FOR ANY PARTICU(
IRA BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995
SECTION 1. rPoNat` Jun 11 SPACING
24.
0" JREF- 1S3J352_Z03
Z1971B1JB - R52) RI THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x6 SP g2
BOT CHORD 2x8 SP #1 Dense :B2 2x4 SP y2:
WEBS 2x4 SP N3 :W1, W7 2x6 SP 82:
SPECIAL LOADS
LUMBER DUR.FAC.-1.25 / PLATE OUR.FAC.-1.25)
TC From 54 PLF at 0.00 to 54 PLF at 2.71
TC From 64 PLF at 2.71 to 64 PLF at 4.75
TC From 54 PLF at 4.75 to 54 PLF at 13.75
TC From 64 PLF at 13.75 to 64 PLF at 15.79
TC From 54 PLF at 15.79 to 54 PLF at 20.79
PLT- From 10 PLF at 4.90 to 10 PLF at 13.60
BC From 20 PLF at -0.42 to 20 PLF at 2.71
BC From 110 PLF at 2.71 to 110 PLF at 15.79
BC From 20 PLF at 15.79 to 20 PLF at 19.17
BC From 4 PLF at 19.17 to 4 PLF at 20.79
BC 71 LB Conc. Load at 2.71. 15.79
BC 336 LB Conc. Load at 4.94
F9
5X6 (R) 10
0-7-4
T
120 MPH WIND, 16.58 FT MEAN MGT, 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.
A) 2X4 SP /3 or SPF p2 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.
COLLAR -TIE BRACED WITH CONTINUOUS LATERAL BRACING AT 24" OC. OR RIGID
CEILING.
DEFLECTION MEETS L/480 LIVE AND L/360 TOTAL LOAD.
1) 2x8x4-4-0 SP #1 Dense SCAB AT LEFT END. ATTACH SCAB TO FACE OF CHORD
5 X4 - WITH: 0.1310.0_g_nails @ 8. OC, PLUS ADDITIONAL NAIL CLUSTERS AT: BRG.:
9). HEEL: (10). 1st PANEL POINT: (2).
3X16 III 4X1Z (K) III HSZ512 (K) III
2.5X4 III
6-6-2
8- -0
R=1622 U=698 W=7"
R=1675 U=721 W=3"
1 5 0
1. 9-8-0 _I 9-11-0 I
Ile 19-7-0 Over 2 Supports
PLT TYP. High Strength,
Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R - Scale 25" Ft.
WARIIING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING. INSTALLING AND
T C L L 20.0 P S F R E F R 3 5 2-- 1 3 5 9 2BRACINGRCFCR10HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
I NST IIU TE. SB7 D'ONOFR IO DR., SUITE 200. HADI$OW, YI 53719). FOR SAFETY PRACTICES PRIOR TO
ERFORMING THESE FUNCTIONS. UNLESS TTHENYI$C INDICATED. TO CHORD SHALL HAVE PROPERTY ATTACHED
f ffl •'•
t(A T C D L 7.0 P S F DATE 0 6/ 1 1/ 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. j N0. 42704
DRW SLTUSR352ROOFTRUSSDIVISIONIMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED
PRODUCTS. INC. SHALL HOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 17C : -* f * BC DL 1D. D PSF
2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF HDS DESIGN i STATE OF tS B C L L 0 0 P S F S L T - E N G / WM RAPOPKA, FL 32703 NATIONAL
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AxD PAPER ASSOCIATION) AND TPI. ALPINE AA%
S EON 39083 FAx: 407.29391253 CONNECTORS
ARE MADE OF TOGA ASTN A653 GRAD GALY. STEEL. EXCEPT AS NOTED APPLY CONNECTORS 10 EACH
FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 0
Rl p'f lAiN•`.... ..•• TOT . L D . 37.0 P S F OUR
F A C . 1.25 F ROM S F PROFESSIONALENGINEERINGDRAWINGS
160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCCPTANCC OF PROFESSIONAL ENGINEERING YY v CERTIFICATE
OF AUTHORIZATION#9218 RESPONSIBILITY
SOLELY FOR THE TRUSS COMRONC NT TEST GN SHOWN THE SUITAOIL ITV AND USE OF THIS FOR
ANSEPARTICUBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER JUn 11 '03 ANS17T ITT
SPACING SEE ABOVE JREF- 7LAR 1S3J352 03
LllJllbWb - K5S I H I J UML2 PHI: PAKtU FKUM LUMPUItK INFU I tLUAUJ S UIMLNJIUNJ) JUDMII ItU OI IKUJ3 MrK. TOP
CHORD 2x4 SP #2 BOT
CHORD 2x8 SP #1 Dense WEBS
2x4 SP #3 A)
2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON
MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER
FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 2
X 4 III 3X4 (
I 1
0-
7-4 F
2
X 4 III c
5-3.0 Over 2 Supports R=
177 U=180 W=3" R=194 U=263 9-
3-6 0
120
MPH WIND, 16.05 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN
4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=
5.0 PSF. DEFLECTION
MEETS L/360 LIVE AND L/240 TOTAL LOAD. PLT
TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:2 FL 1 R - Scale=.3125" Ft. NARNIHG'•
TRUSSES REOUINE EITREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING.
REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE.
SBJ D'OIIOFRIO D0. SUITE 200, NADISON, YI 5J]l9), FOR SAFETY PRACTICES PRIOR IO PERFORMING
THESE FUNCTIONS UNLCSS OTHERWISE INDICATED. TOP CHORD SNAIL HAYE PROPERLY ATTACKED 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
ODUCIS. INC. SHALL N01 BE RESPONSIBLE FOR ANv DEVIATION FROM THIS DESIGN; ANY FAILURE TO R
L¢
IFI j`•. Vie lJGv
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0 7.
0 10.
0 P
S F P
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MYTH LUMBER CO. ROOF
TRUSSDEVISION DATE
0 6/ 1 1/ 0 3 DRW
SLTUSR352 SLT-
ENG /WMR 2722SOUTHAPOPKABLVD. APOPKA.
FL 32703 407-
299.1 522 FAX:
407-2999 1 53 BUILD
THE IRUS SES IH CONF OR NA NCE WITH TPI. OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING
OF TRUSSES. IH15 DESIGN CONFORMS YIIH APPIICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC
IF ICATIO1, PUBLISHED DY iHC AHERICAN FORCSf ANO PAPCR ASSOCIATION) ARD TPI. 4LPINE CONNECTORS
ARC MADC OF ZOGA ASIM A653 GRAD GALY. STEEL. EICEPI AS NOTED. APPLY CONNECTORS TO ACH
FACE OF TRUSS. AND UNLESS TITHERY ISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE
OF LQ` fVRID •• Bl.
TOT
LL
L
D . 0.
0 37.
0 PSF
P
S F S EON - 39075 D U
R F A C . 1.25 C' F ROMSFPROFESSIONAL ENGINEERINGCErMFICATEOFAU111ORIZATION#9218
DRAWINGS 160
A'2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SO
LEIY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR
ANY PARTICUL:RR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI
1-1995 SECTION 2. Jun 11 '
03 SPACING 24.0" JREF- 1S3J352_Z03
tlVlJUWH - K54) •
TOP CHORD 2x4 SP #2
BOT CHORD 2x6 SP #2
WEBS 2x4 SP #3
SPECIAL LOADS
LUMBER OUR.FAC.=1.25 / PLATE OUR.FAC.=1.25)
TC From 54 PLF at 0.00 to 54 PLF at 3.67
BC From 20 PLF at 0.00 to 20 PLF at 3.67
BC 194 LB Conc. Load at 0.77, 2.77
TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP.
2X4 III 2.5X4 (R) 10
T T
2-0-0 2-0-0
al
2.5X4=
2 X 4 III
3-8-0 Over 2 Supports
R=336 U=180 R=323 U=180 W=3.5"
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR;
120 MPH WIND, 10.00 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.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24' OC.
THE TC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANS AT 24" OC IN
LIEU OF STRUCTURAL SHEATHING.
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R - Scale =.375" Ft.
YARNING' TRUSSES RCOUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING. INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M. Rq TC L L 20.0 P S F R E F R 3 5 2-- 1 3 5 9 4
INSTITUTE. 5B3 D'ONOFRIO ON .. SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTIC CS PRIOR TO
PERFORMING THCSC FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE ROPCRLY ATTACHED IFI( !//4 TC D L 7.0 P S F DATE 0 6/ 1 1/ 0 3SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RI010 CEILING.
ROOF TRUSS DIvIS1om ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED =
NO.ai%O4 BC DL 10.0 PSF DR4J 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 IPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
APOPKA. FL 32703 BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ! BC L L 0.0 P S F S L T - E N G / WM R
407-299-1 522 SPEC IF ICAIION PUBLISHED BY TMC AMCR ICAN FONEST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF ;
CON
EACH
EFACES0FR
T RU SS, AND2UNLES ST OTHERWISEA LOCATED O NE THISCOESIGN. S POSITION CON HECTORSMPER ORS TO E•,_ O R,Q _` FA)<:407-299 9153M AD XCE: P TOT.LD. 37.0 PSF SEON- 39078
PROFESSIONAL ENGINEERING
DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R . F A C . 1.25 FROM SFRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN, THE SUIfAB ILIIY AND USE OF THIS
CERIIFTCATEOFAUT14ORIZATIONll9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER
ANII/TPI 1.1995 SECTION 2 JUT1 1 SPACING SEE ABOVE JREF- 1S3J352_Z03
ZIyUiBWB - K55 I H I a UNU FKtrAHtU rKUPI LUnrUICIA IRrUI [LUAUS 8 UIntR3IUNZ3) 3UDnIIICU DI ,nU33 —m .
TOP CHORD 2x6 SP #2
BOT CHORD 2x8 SP #1 Dense :B2 2x4 SP #2:
WEBS 2x4 SP #3 :W]. W7 2x6 SP #2:
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
COLLAR -TIE BRACED WITH CONTINUOUS LATERAL BRACING AT 24" OC. OR RIGID
CEILING.
DEFLECTION MEETS L/480 LIVE AND L/360 TOTAL LOAD.
5X4!a
5X6 (R) %
0-7-4
1
120 MPH WIND, 16.58 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.
BC ATTIC ROOM FLOOR LOADING: LL = 40.00 PSF; DL = 5.00 PSF; FROM 3-4-8
TO 16-5-8.
1) 2x8x4-4-0 SP #1 Dense SCAB AT LEFT END. ATTACH SCAB TO FACE OF CHORD
WITH: 0.131x3.0_g_nails @ 8' OC. PLUS ADDITIONAL NAIL CLUSTERS AT: BRG.:
8), HEEL: (9), 1st PANEL POINT: (2).
1.5.0
19-7-0 Over 2 Supports
R=1431 U=301 W=4" R=1530 U=381 W=7'
6-6-2
8-0-0
PLT TYP. High Strength,
Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:8 FL 1 R Scale 25" Ft.
HARMING " TRUSSES RCOUIRC EITREHE CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY IPI (TRUSS PLATE T C L L 2 D. D P S F R E F R 3 5 2-- 1 3 5 9 5
I NSTITU TC. $
E
O'ONOFR
N
OR.. SUITE Zoo. MADI SON. NI 53119). FOR SAFETYPRACTICES ACTICCSPRIOR TO P[
RFORNING THCSC FUNCTIONS. UNLESS 0 HCRWISC IRDICATCD. TOr CHORD SHALL HAVE rROPCRIY AITACHCO SIRUCTUR
AL rANELS. BOTTOM CHORD SHALL HAY 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- G
t1F1 (. •. /w V %''
No.
42704 T
C D L BC
DL 7.
10.
0 0
P S F PSF
DATE
0 6/ 1 1/ 0 3 S
MYTH LUMBER CO. Fi00FTRUSS
IVISION DRW SLTUSR352 S
L T - E N G WM R 2722SOUEIIAPOPKABLVD. APOPKA.
FL 32703 407-
2911 522 FAX:
407.2999153 BUILD
THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING
OF TRUSSES. THIS OCSIGN CONFORMS WITH A LICABLC PROVISIONS OF NOS (RATIONAL DESIGN SPEC
IF ICITPUBII SNCD BY THC AMER ICAO FOR CST AND APCR ASSOCIATION) AMD TPI. ALPINE CONNECrOxs
ARE HADE of mGA AsrM A6sD 6RA0 6ALT. STEEL CTCE T As xoi[o. Arrly Coxx[Crofls To EACH
FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 7{
STATE
OF r AQ` Sc •.
40RID.' aVv S"'
IVAf` B
C L L TOT.
LD. 0
37.
0 0
P S F PSF
SEON- 39085 DUR.
fAC. 1.25 FROM SLC PROFESSIONALENGINEERINGDRAWINGS
160 A•E THC SCAT. ON IRIS DRAWING INDICATES ACCEPTANCE OF ROFESSIONAL CNGINIERING RESPONSIBILITY
SOLELY FOR THE TRUSS COMP0 MENI OESI GN SHOWN THE SUITABILITY AND USE OF THIS CERTIFICATE OF
AUTHOREzATiON 9921E COMPONENT FOR ANY PARTICULrR BUILDING'IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI
1-1995 SECTION 2. Jun 11 '
Of SPACING 24" JREF- 1S3J352_ZO3
417/10W0 - 1130) • 1111 p UNU YMCYAKCU FMVPI LVPIYU1tI4 InYUI LLVAUJ & UIPICPIJIVOJ) ZUDrr7IIC-U D1 1" 0 ,"-.
TOP CHORD 2x6 SP #2
BOT CHORD 2x8 SP #1 Dense :B2 2x4 SP #2:
WEBS 2x4 SP #3 :W1, W7 2x6 SP #2:
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
BC ATTIC ROOM FLOOR LOADING: LL = 40.00 PSF; OL = 5.00 PSF; FROM 3-4-8
TO 16-5-8.
6-6-2
5X4=
120 MPH WIND, 16.58 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.
COLLAR -TIE BRACED WITH CONTINUOUS LATERAL BRACING AT 24' OC. OR RIGID
CEILING.
DEFLECTION MEETS L/480 LIVE AND L/360 TOTAL LOAD.
5-0 1 -1
L 9-11-0 _I_ 9-11-0 _1
19-10-0 Over 2 Supports Bol
R=1545 U=399 W=7' R=1545 U=399 W=7"
6-6-2
8 -0
PLT TYP. High Strength,
Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R Scale 25" Ft.
WARN TRUSSES REOUIRC EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND
RACING. RCFCR 10 HIB•91 (HANDLING INSTALLING AND BRACING). UBLISI ED BY "' (TRUSS PLAIE
INSTITUTE. 58] D'O NOFRIO OR.. SUIIE 20D. MADI SO N, YI 53719). FOR SAFEIY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OT14ERVISE INDICATED. TOP CHORD SNALL HAVE PROPERLY ATTACHED
M.
tlFl j•••
T C
T C
L L
D L
20.0
7.0
PSF
P S F
R E F R 3 5 2-- 1 3 5 9 6
DATE 0 6 / 1 1 / 0 3
SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. f(,Yi ON.
DRW SLTUSR352ROOFTRUSSDIVISION
IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No.42704 BC DL 10.0 PSF
2722 SOUTH APOPKA Own.
PRODUCTS. INC. SHALL NOI BE RESPONSIBLE FOR ANY OCVIATION FROM THIS DESIGN; ANY FAILURE TO
IRUSS 7C i
SLT-ENG WMR
APOPKA. FL 32703
BUILD THE ES IN CONFORMANCE WITH TP1. OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS OCSIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OCSIGN QQQ STATE OF l BC LL 0.D PSF
S E 0 N- 39087407-299 1 $22 SPECIFICATION U8LITNEO BY THE AHCRICAN FOPCST AND PAPER ASSOCIATION) AND IP1. ALPINE
CONNECTORS ARE MADE OF 20GA ASIM A65] 6RAO GALV. 51EEL. CICFPT AS NOTED. APPLY CONNECTORS TO
Ij .
S
o P T 0 T. L D. 37.0 P S F
FAx: 407-299-9153 C ACN FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS D[T16N, POSITION CONNECTORS PER A••' i'
DUR f AC 1.25 FROM SLL. PROFESSIONAL ENGINEERING
DRAWINGS 160 AZ. THC SEAL ON THIS DRAWING INOICAIES ACCEPTANCE OF ROFESSIONAL EXGINEERING
E•..,,,,,,.+jE1A
Y.1\ P
RFS ONSIB ILIiY SOLELY FOR THE IR USS COMPO MCNT DES16M SHOWN. THE SUITABILITY AND US C OF THIS 1,
CERTIFICATE OF AUTHORRATTON#9218 ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jun 11ICOMPON1T1FORSECTIOPARTICULAR SPACING 24" JREF- 153J352_Z03
c1yV1DND - K5i) I nla unu rntrAn6U rnun L,unrultn Inrul LLUNUa 0 UImC"J IVila I avOrn IIC-Il 01 inuaa „-- TOP
CHORD 2x4 SP #3 BOT
CHORD 2x4 SP #3 WEBS
2x4 SP #3 :116, M9 2x6 SP #2: SPECIAL
LOADS LUMBER
OUR.FAC.=1.25 / PLATE OUR.FAC.=1.25) TC
From 81 PLF at -1.55 to 81 PLF at 21.38 BC
From 4 PLF at -1.55 to 4 PLF at 0.00 BC
From 20 PLF at 0.00 to 20 PLF at 19.83 BC
From 4 PLF at 19.83 to 4 PLF at 21.38 5X4 6-
6-2 120
MPH WIND, 16.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE
IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF
OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE
DWGS A12030ECO901 E GBLLETJN1001 FOR MORE REQUIREMENTS. DEFLECTION
MEETS L/360 LIVE AND L/240 TOTAL LOAD. L.
D A 4= L. J A 4= 1
5-0 1-5 0 L
9-11-0 _1_ 9-11-0 _1 irz
19-10-0 Over Continuous Suppor R=
114 PLF U=49 PLF W=19-10-0 Note:
All Plates Are W2X4 Except As Shown. 6-
6-2 8 -
0 PLT
TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY:1 FL 1 R Scale 25" Ft. YARNING"
TRUSSES RCOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AIID I
NSII TUTE, SBD O'ONOFRIO OR.. SUITE200.MADISON,YISJ719I.FOR SAFETYPRACTICES PRIOR TO•' OTHERYIEINDICATED.
TOP CHORD $HALL HAVE ROP[REY ATIAHCDY.'. BRACING.
REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY IPl (TRUSS PLATEUNo.
42704 STRUCTURAL
PANELS. BOTTOM CHORD SHAHHAYC A PROPERLY ATTACHEDRIGIDCEILING.t FURNISHA
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS.
INC. SHAHNOT RE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO: BUILD
THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHI PING. INSTALLING AND BRACING
OF TRUSSES. IH IS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN407.299.1522 SfECIFICATIOX PUBLISHED BY THC AMCRICAN FOREST AN0 PAPER ASSOCIATION) AND TPI. AL INE TORS
ARC MADE OF 20GA ASTM A65D 6RA0 GAL Y. SI[R. EXCEPT AS NOTED. Af PLY CONNCCTORS i0Q,.• EACH
FACE OF TRUSS. AND UNLESS OIHERWI SE LOCATED ON THIS DESIGN, POSITION CONNCC i0R3 ER IQe,_
TC RFORMINGIHCSCFUNCTIONS.
UNLESS CTC p•
F200FTRUSSDIVISION
704 12722
OF 'Qn t:/
COMNCC
cPROFESSIONAL
L
L DL
BC
DL BC
LL T0T.
LD. 20.
0 7.
0 10.
0 0.
0 37.
0 PSF
PSF
PSF
PSF
PSF
REF
R352--13597 SMYTH
LUMBER CO. SOUTH
APOPKA BLvD. FL
32703 FAx:
407.2999153 DATE
06/11/03 DRW
SLTUSR352 SLT-
ENG /WMRAPOPKA, SEQN-
39090 OUR.
FAC. 1.25 FROM SLC ENGINEERINGDRAWIN0.GS 150 4 f. THC SEAL ON THIS DDRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING I
LI Y SoIL FOR TRUSS THE OF THIS SPACING
SEE ABOVE JREF- 153J352_ZO3 CERTIFICATE
OF AUTITORQATION #9218 PARTICUISNREBU I LO IN GOTI SO T HCTR C SP NSIBIIGN LIIY OF IHE BU11- COMPONENTT FORItoINGIBEIGNCR. ER ANSI/TPI 1-
1995 SECTION 2. Jun t1 'u
Z1971BWB - H1) R
I THIS DWG PREPARED FROM COMPUTER•INPUT (I,OADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.-
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
0-4-3
L 1.10-10 ;.1.-
9-10-1
igE 9-10-1 Over 3 Support
R=400 U=317 W=8'
120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED
ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
HIPJACK SUPPORTS 6-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8
CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE.
1 R1208 U=245
3-9-14
0
R=329 U=180
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:3 FL 1 R Scale 375" Ft.
YARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
BR AC IXG. RCF ER TO HIR-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTIIUTE. SB] D'ONOFRIO DR.. SUITE 10(. NADISON, YI 53719). FOR SAFETY PRAC11CC5 PRIOR TO
P CRF ORHING 1HC SC FUNCTIONS. UNLESS OTHCRYISC INDICATED. TOP YC PROrCR
TJy
IFI `•. V
lG
T C
T C
L L
D L
20.0
7.0
P S F
P S F
R E F R 3 5 2-- 13598
DATE 0 6 1 1 0 3
S LUMBER CO.
CHORD SHALL MA LT ATTACHED
MYTH STRUCTURAL rAN[l$. BOIfOM CHORD SHALL NAYC A PROPERLY ATTACHED RIGID COILING. t N0. 4Z704
ROOF TRUSS DIVISION IMPORTANT•• FURNISH A COPY OF IN IS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
rq"DUCTS, INC. SHALL NOT DC RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO yi i1
7 i 7C
BC DL 10.0 PSF DRW SLTUSR352
SLT-ENG WMR
2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH IP1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
STATE OFf,{ BC LL 0.0 PSFAPOPIu, FL 32703
4o7-z991sz2
BRACING of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN
S EC IF[CATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI.ALPINE Pr (j
C ONNCCTORS ARE MADE OF 20W ASTM A65] GRAD 6ALY. STEEL, [IC CTI AS NO TCD. APPLY CONXECfORT 10 y OR1C TOT AD. 37.0 PSF SEON- 39096FAR: 407-29991 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATEO ON THIS DESIGN, POSITION CONNECTORS PER u
DUR.FAC. 1.25 FROM AFPROFESSIONALENGINEERING
DRAWINGS 150 A E. IHC SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
R ESPONSIBIIITY SOLELY FOR THE TRUSS COMPO NC NI DESIGN SHOWN, THC SUITABILITY AND USE OF THIS
CERT1TlUTE OF AUTHORIZATION a9210 COMPONENT ANY BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jun 11 '03FORTEPARTIPARTICULAR SPACING SEE ABOVE JREF- 1S3J352_Z03
Llyllbwu - tJ/)
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
N
ZX4 (Al)
L<1.4.01. 7-0-1
l7-0-0 Over 3 Supports- O
R=363 U=251 W=8"
I nl unu rn[rnn[v rnun [unrul[n u.r u, lwnu .u.v.T , „ ,• •.
120 MPH WIND, 11.06 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED
ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
1 R1063 U=180
3-10-3
R=703 U=180
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:17 FL 1 R Scale 375" Ft.
NARNING•• TRUSSES REOUIRE EEIREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND
BA AC LNG. REFER TO HIB 91 (HANDLING INSTALLING AMD BRACING). PUBLISHED BY T i (TRUSS PLATE M T C L L 20.0 P S F R E F R 3 5 2-- 1 3 5 9 9
INS11TU1E. SB7 D'ONOFRIO DR., SUIIC 200, MADISON, NI 57719). FOA SAFETY Pq ACTICCS DR TOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICAI(D. 10 CHORD SHALL HAYE PROP[glY ATTACHED IF1
SIRUCIURAI PANELS. BOTTOM CHORD SHALL HAY[ A PRO(Rlr ATTACHED RIGID CEILING.
IMPORfAN!•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS. INC. SHALL N01 BE RESPORSIB LC FOR AMY OCYIAlION FROM THIS DESIGN: ANY FAILURE 10
BUILD THE TRUSSES IN CONFORMANCE NIIH TPI: OR FABRICATING. NANDLLNG. SNIPING. INSTALLING AND
BRACING OF IA USSES. THIS DESIGN CONFORMS WITH AP L ICABLE PROYISIO14S OF NOS (RATIONAL DESIGN
SPECIFICATION PUBLISHED BY THE AMER IC AN FORESTAND PA CR ASSOCIATION) AND T I. ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A657 GRAD GALY. STEEL. EIC[PT AS NOTED APPLY CONNECTORS TO
EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
F
t No.42704 ,'
1
t. STATE OF Q
A f{(
A . R7A'N4 OR10-0
T C
BC
B C
T 0 T
D L
DL
L L
L D .
7.0
10.,0
0.0
37.0
P S F
PSF
P S F
P S F
DATE 0 6/ 1 1/ 0 3
S M YTH LUMBER CO.
F200FTRUSSDIVISION
2722 50vTN APOPKA BLVD.
APOPKA, FL 32703
407-299 1 522
FAx: 407-2999153
DRW SLTUSR352
S L T - E N G / WM R
S E 0 N 39107
D U R F A C . 1 .25 FROM SFPROFESSIONALENGINEERING
DRAWINGS 160 A•[. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
RESPONSIB 11.1 Y SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABIL IIY AND USE OF THIS SPoNAf`°
S P A C I N G 24 0" J R E F- 1 S 3 J 3 5 2_Z 0 3CERTIFICATEOFAUTHORIZATIONn92113T1FORANYCOMPONENTSCC110NCUURNBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER. PER J Ufl 11
Lly/jbwtS - 1.J5) 0 , THIS DWG PREPARED FROM COMPUTER INPUT (GOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
11
L<1-4-011. 5-0-12-!D
5-0-0 Over 3 Supports
R=295 U=219 W=8"
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DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY:6 FL 1 R Scale 375" Ft.
WARNING'• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND
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I NST I I T C. 5B3 D'ONOFRIO OR . SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO
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ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
CALCULATED HORIZONTAL DEFLECTION IS 0.30" DUE TO LIVE LOAD AND 0.02" DUE
TO DEAD LOAD.
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:2 FL 1 R -
c
Scale =.375" Ft.
YARNING" TRUSSES REOUIRE EETRENE CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND
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IMS71TViC. SB] D'ONOFRIO DR., TUIIC 200. HADIS011, NI 57719). FOR SAFETY PRACTICES PR ION TO
PCNF ORMING TNESC FUNCTIONS. UI+IESS 0 " WISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG 10 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
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DATE 0 6 / 1 1 / 0 3
S MYTH LUMBER CO.
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407-299 1 522
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D U R F A C . 1 .2 5 F R 0 M MPROFESSIONALENGINEERING
CERTITlU1TE OF AUTIIORcCAnoN 89218
DRAWINGS 160 A•2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING
R ESPONS IBIL IIY SOLELY FOR THE TRUSS COMPONENI DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
COMPONENT FOR ANY PARTICUSOR BUILDING IS THE RESPONSIBILITY OF THE BUILDIIG DESIGNER, PER
ANSI/TPI 1.1995 SECTION 2.
NAL t
Jun 11 '03 SPACING 24.0" JREF 1S3J352_Z03
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T THIS DWG PREPARED FROM COMPUTER INPUT GOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR,
TOP CHORD 2x4 SP #3 120 MPH WIND, 10.06 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED
BOT CHORD 2x4 SP #3 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.
0
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3-O0Over 3 Su Orts
R=234 U=198 W=8"
1T147 U=180
1-10-3
91- 0
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PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:6 FL 1 R Scale 375" Ft.
WARNING•• TRUSSES REDUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND
BRACING. REFER TO HIB"91 (HANDLING INS1ALl IRG AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
I N$71fUTC. SO D'ONOFRIO DR., SUITE
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IMPORTANT•• FURNISH A COPY OF THIS DESIGN f0 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCIS. INC. SMALL SNOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILUgC TO
BUILD THE TRUSSES IN CONFORMANCE WITH TPI. OR FABRICATING. HANDLING. SNIPPING. INSTALLING AND
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SPEC IF'CATIOx PURL ISHCD BY fH[ aMER ICAN FOREST AND PAPER ASSOCIATION) AND T 1. Al INC
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P S F
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P $ F
R E F R 3 5 2 1 3 6 0 2
S MYTH LUMBER CO.
ROOF TRUSS DIVISION
2722 SoUTH APOPKA BLvD.
APOPKA. FL 32703
407-299-1 522
FAx: 407-299-91 53
DATE 0 6 / 1 1 0 3
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11 SPACING 24 D" 1 JREF- 1S3J352 Z03
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TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #2
CALCULATED HORIZONTAL DEFLECTION IS 0.28" DUE TO LIVE LOAD AND 0.04" DUE
TO DEAD LOAD.
3-2-7
2 X 4 III
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R=213 U=180 W=3"
16-4-4
R=5555 U=180
4-8-3
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120 MPH WIND, 15.57 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, NOT LOCATED
WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP C. WIND TCDL=5.0 PSF, WIND
BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
PLT TYP. Wave TPI 95 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 NIB•91 (HANDLING INSIALl1IG ANO BR AC IN61. PUBLISHED BY TPI (TRUSS PLAIC
I NST I TUIE. 5BJ D'0 ROF0.10 DR., SUIfE 200. MADISON, NI 5]ll9). FOR IAF EIY PRACTICES PRIOR TO
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STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
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DATE 0 G/ 1 1/ 0 3
S M YTH LUMBER CO.
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50UTFI APOPKA BLVD.
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407.299.1 522
FAu: 407-2999153
DRW SLTUSR352
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S E O N- 19190
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R E SPITIT SIB' LI T Y SOIELY FOR INE TRUSS COMPONENT DESIGN $MOWN. THE SUITABILITY A110 USE OF THIS
Al
SPACING 24.0" JREF- 1S3J352_Z03CERTIFICATEOFAUTNORF7ATIONt19218COMPONENTFORANYPARTICULANBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGRER. PER
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Jun 11 '03
Llyi>nwu - L,01) THIS UW6 PREPAREU FROM COMPUIER. INPUT (LUAUS 5 UIMLNSIUNS) SUBMIIILU UT IKUJS Mt-K.
TOP CHORD 2x4 SP #3
BOT CHORD 2x4 SP #3
120 MPH WIND, 9.56 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED
ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
6 1
9-=10
180
4
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1.0.0 Over 3 Supports
R=247 U=280 W=8"
PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:6 FL 1 R Scale 375" Ft.
WARNING TRUSSES RCOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND M A T C L L 20.0 P S F R E F R 3 5 2-- 1 3 6 0 4RACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE, SBJ D'ONOFRIO DR., SUIfC 200. MADISON, YI 53719). FOR SAFETY PRACTICES PRIOR TO
T
S MYTH LUMBER CO.
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAY PROPERLY ATTACHED
STRUCTURAL PANELS. BOTTOM CHORD SHALL A PROPERLY
i(g,•. 3'I T C D L 7.0 PSF DATE 0 6 / 1 1 0 3
ROOFTRu55DIVE5ION
HAVE ATTACHED RIGID CEILING.
IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLA71OR CONTRACTOR. ALPINE ENGINEERED i N0. 4Z%04 BC DL 10.0 PSF DRW SLTUSR352PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR AYY DEVIATION FROM THIS OEIIGX; ANY FAILURE TO S
S L T - E N G WM R
2722 SOLFTIR APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH IP1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS 1B4 C L L 0.0 0 P S FAPOPKA. FL 32703
407-299-1 522
OF NDS (NATIONAL DESIGN
SP EC IF ICA TIOX PUBLISHED BY THE ANER ICAR FOREST AND PAPER ASSOCIAIIOY) AND TPI ALDINE
STATE OF
k f`I(/ CORRECTORS ARE MADE OF 20GA ASTM A653 GRAO GAL Y STEEL. EICEPI AS NOf[0. APPLY CONNECTORS TO 40 Rio P A TOT I.D. 37.0 P S F S E O N 39115FAX: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
DUR. FAC. 1.25 FROM c
PROFESSIONAL ENGINEERING
DRAWINGS I60 A,2. IHE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF R80FESSIONAL ENGINEERING S 1VA RESPONSIBILITY SOLELY FOR THE fq USS COMPO NCNT DESIGN SHOWN. IHE SUI IAB IL ITY AND USE OF iX IS
JF
CERnFIGTEOFAUTHORRATION#9218 COMPONENT ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jun 11IFORSECTIOUSPACING 24.0" JREF- 1S3J352_Z03
ZI971BWB - H2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2
BOT CHORD 2x4 SP #2
WEBS 2x4 SP #3
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
3-2-3
2X4 III
Lq--1-11-5al I E4-2-15 I-
4.2-3 Over 3 Supports
l
R=173 U=180 W=4"
1 -4-3
R=44
4-7-15
0
R=24 U=180
100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15.56 FT MEAN
HGT,ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND
BC DL = 5.0 PSF.
HIPJACK SUPPORTS 2-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8
CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE.
PLT TYP. Wave TPI 95 R Design Crit: TPI STD 18.2f3 OTY:1 FL 1 R Scale 375" Ft.
YARNING•' TRUSSES REDONE CITREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND
BA ACING. ACFCR TO HIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY T 1 (TRUSS PLATE M TCC L L 20.0 P S F R E F R 3 5 2-- 1 3 6 0 5
PERF OAMING i HC SCDFUNCTIOOIR N S10
OR TIN ESSI OI CIS
PRIOR TO THERVISEDI IT
CAlEO. TOP I CHOROF
SMALLFHA YEPPNOPERIY 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 NO1 BC RESPONSINLC FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 10 A M ~ `• -
i....Cq: j NO.
42704 TC BC
DL
DL
7.
0
10.0
PSF PSF
DATE
06/
11/03 S MYTH
LUMBER CO. ROOF TRUSSCIIVISION
DRW SLTUSR352 SLT-ENG
WMR 2722s0vn1APOPMABLVD. APOPKA, FL
32703 407.2991 $
22 FAN: 407-
299.91 $3 BUILD THE
TRUSSES IN CONFORMANCE WITH 1P1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF
TRUSSES. TNIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION UBL
ISHCD NY THE AMER ICAN FOR CST AND PARER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE
MADE OF 20GA AS TM A653 GRAD GALL. STEEL. EICE I AS NOTED, AP LY CONNECTORS TO EACH FACE
OF IR USS. AND UNLESS OIHCRWITE LOCATED ON THIS DESIGN, OSM ON CONNECTOAS PER 1 STATE
OF Q` 5. A
O R,
0 r' V BC T
0
T LL L
D .
0.0
37.0
PSF P
S
F S E 0 N - 164275 D U R
F A C . 1.25 FROM SF PROFESSIONAL ENGINEERING DRAWINGS160A-
Z. IHC SEAL 011 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING AC SP ONT
IB ILITY SOLELY FOR THE IR USS COMPONENT DESIGN SHOW W. INE SUITABILITY AND USE OF THIS SPACING SEE ABOVE
JREF- 1S3J352_Z03 CERTIFICATE OF MTT110R<7AlTON 1T921E3 COMPONENT FOR ANY PAR IICUL(111 BU DDING CIS THERESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1.
1995 SECTION 2. JlJ () 11
ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = •1.00, EXPOSURE C
E"
2X4 BRACE
CABLE 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 CROUP A GROUP B GROUP A GROUP B CROUP A GROUP B
1 2 3' 5" 5' 11" 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' 11" 11' 3" 13' 1" 13' 5" S P F 3 3' 4" 4' 11" 4' 11" 6' 5" 6' 5" 8' 4" 8' 4" 10, 0" 10' 0" 13' 1" 13' 1"
z
w Q H F STUD 3' 4' 4' 10" 4' 10" 6' 5' 6' 5" 6' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1"
STANDARD 3' 3" 4' 2" 4' 2" 5' 6" 5' 6" 7' 5" 7' 5" 8' 7" 8' 7" 11, 6" 11' 8"
P
1 3' 9" 5' I1" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0"
2 3' 8" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' ll" 11' 10" 13' 1" 14' 0"
3 3' 6" 5' 0' 5' 0" 6' 7" 6' 7" B. 4" B' 9" 10' 3" 10' 3" IT 1" 13' 9"
c\2 DFLF STUD 3' 6" 4' ll" 4' 11" 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13' 1" 13' 9"
STANDARD 3' 4" 4' 3" 4' 3" 5' 8" 5' e" 7' 7" 7' 7" 8' 9" 8' 9" 11' 11" 11' 11"
t- (
E-' S P F
1 2 3' 11 6' 9" 6' 11" B' 0" 8' 2" 9' 6" 9' 9" 12' 6" l2' 11 14' 0" 14' 0"
N3 3' 10" 6' 0" 6' 0" 7' 11 7' il" 9' 6" 9 6 12' 3" 12' 3" 14' 0' 14' 0"
H F STUD 3' 10" 5' 11" 5' II 7' 10" 7' 10" 9' 6" 9' 6 12' 3" 12' 3" 14' 0" 14' 0"
w O STANDARD 3' 10" 5' l" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0"
1 4' 3" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0"
C S P 2 A' 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0"
D F L STUD 4' 0" 6' 1' 6' 1" 8' 0" 8' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0"
STANDARD 3' 11" 5' 3" 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0"
1 2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 13 10" 14' 0" 14' 0" 14' 0"
Q, S P F 3 4' 2" 6' 11 6' 11 8' 9" 8' 9" 10' 6" 10' B" 13 IO 13' 10" 14' 0" 14' 0"
H F STUD 4' 2" 6' 11" 6' 11' 8' 9" 8' 9" 10' 6" 10' 8' l3' 10 13' 10" 14' 0" 14' 0"
0 STANDARD 4' 2" 5' 11" 5' Il" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0"
1 4' 8" 7' 5" 8' 0" 8' 9" 9' 6" l0' 6" I1' 4' 13 IO 14' 0" 14' 0" 14' 0"
S P 2 4' 7" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0"
v 3 4' 5" 7' 1" 7' 1" e' 9" 9' 3" 10' 6" ll' 0" 13' 10" 14' 0" 14' 0" 14. 0"
D F L STUD 4' 5" 7' 0" 7' 0" 8' 9" 9' 3" 10' 6" 1 11' 0" 1 IT 10 14' 0" 1 14' 0" 14' 0"
STANDARD 4' 4- 6' 1" 6' 1" 8' 0" 8' 0" 10' 6 10- 9" 1 12 5" 12' 5- 14 0" 14' 0"
SYMMIrABOUT, G
CABLE TRUSS
2X4 /2N OR BETTER
DIACONAL BRACE OPTION: T
VERTICAL LENGTH MAY BE
IB.
DOUBLED WHEN DIAGONAL
BRACE 19 USED. CONNECT
L-
L
DIAGONAL BRACE FOR 8701 1
BRACE
AT EACH END. MAX WEB 4
TOTAL LENGTH IS 14'.
2X4 SP OR DF-L 12.
OR BETTER DIAGONAL r
VERTICAL LENGTH SHOWN BRACE: SINGLE OR IB
IN TABLE ABOVE. DOUBLE CUT L 1
AS SHOWN) AT
UPPER END.
ONTINUOUS BEARIN7
CONNECT DIAGONAL AT
MIDPOINT OF VERTICAL WEB REFER TO CHART ABOVE FOR V
BRACING GROUP SPECIES AND GRADES:
GROUP A:
SPRUCE -PINE -FUR HEY -FIR
1 2 STANDARD 1 12 1 STUD
3 1 STUD 1 1 03 ISTANDOLRn
DOUGLAS FIR -LARCH SOUTHERN PINE
3 3
STUD SPUD
STANDARD STANDARD
GROUP B:
HEY -FIR
1 L, BTR
1
SOUTHERN PDIE DOUGLAS FIR -LARCH
1 1
2 2
GABLE TRUSS DETAIL NOTES:
LIVE LOAD DEFLECTION CRITERIA IS L/240.
PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER
CONTINUOUS BEARING (5 PSF TC DEAD LOAD)
CABLE END SUPPORTS LOAD FROM 4' 0"
OUTLOOKERS WITH 2' 0' OVERHANG. OR 12'
PLYWOOD OVERHANG.
ATTACH EACH "L' BRACE WITH 10d NAILS.
FOR (1) "L" BRACE. SPACE NAHS AT 2' O.C.
IN Ifl' END ZONES AND 4' O.C. BE -MEN ZONES.
FOR (2) "L' BRACES: SPACE NAILS AT 3" O.C.
IN IB" END ZONES AND 6" O.C. BETWEEN ZONES.
L' BRACING MUST BE A MINIMUM OF 80% OF WEB
MEMBER LENGTH.
CABLE VERTICAL PLATE SIZES
VERTICAL LENGTH NO SPACE
LESS TRAM 4' O" 1%4 OR 2X3
GREATER THAN 4' 0'. BUT
LESS THAN IV B"
2X4
GREATER THAN 11' 0" 2.5X4
II+ REFER TO COMMON TRUSS DESIGN FOR II IPEAK, SPLICE. AND HEEL PLATES.
l IT -II- THIS DRAWING REPLACES DRAWING AI0030E
INSTALLING AND BRnCINGTRUEOREFERIRE xTOEHIB 91MER
HANDL NGEinIINSTgLLINGNANDBRACING)N PUBLISHED REF ASCE7-98-CAB12030
BY TPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRI DR., SUITE 200, MADISON. V1. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,
TOP CHORD PROPERLY
17T ;• No. 42704 r DATE 09/10/01
SMYTH LUMBER CO.
SHALL HAVE ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
HAVE A PROPERLY ATTACHED RIGID CEILING. DRWG
ROOF
TRUSS DIVISION IMPORTANTFURNISH
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 TPIt OR FABRICATING, STATE OF A12030EC0901 ENG
OU
2722SOUTHAPOPKABLVD. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH A'• APOPKA. FL
32703 407-299-
1522 APPLICABLE PROVISIONS
OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST
AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653
GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE i O^•, /
i C
O .` LD. 60 PSF FAx: 407-
299-9153 OF TRUSS
AND,
UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 0 Il IQ y//////HE
TOT.
DRAWINGS
160
A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ss/ONAL E\ PROFESSIONAL IFOAUTHORRATIONIM921ENGINEERING
RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE' RESPpNSIBIL ITYDOFSTH
BUILDING D IGNER.OPER NANSI/T PII IIL1995 USECT SECTION 2.T 1)Tlt••_!(
t•'11 itiAX. SPACING' 24.0"
GABLE DETAIL
sv11. n
ABOUT FOR LET -IN VERTICALS
J
GABLE
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 ,' 0" I%4 OR 2X3 2%B
GREATER THAN a' 0'. BUT
LESS THAN 11' H'
2X, 2%B
GREATER THAN 11' 8" 2.5%, 2.5%B
1 } 1 v PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN.
RIGID SHEATHING
ATTACH EACH `T" REINFORCING MEMBER WITH
HAND DRIVEN NAILS:
ToeNALIS IOd COMMON TOENAILS AT 4' O.C. PLUS (4) 16d COMMON TOENAILS IN TOP
AND BOTTO
TOM
CHORD. T'
GUN DRIVEN NAZIS - 0.131' X 3': REINFORCING
TOENAILS AT 4- O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. MEMBER
THIS
DETAIL TO BE USED SMITH THE APPROPRIATE ALPINE CABLE DETAIL FOR ASCE OR
SBCCI WIND LOAD. TOENAILS
ASCE
7-93 CABLE DETAIL DRAWINGS GABLE
TRUSS
SPACED AT A1I0I5EN0699, A10015ENO699, A09015EN0889, A080I5EN0889, A07015EN0899 O.
C. A11030EN0889, A10030EN0899, A09030EN0699, A08030EN0899, A07030EN0899 ASCE
7-98 CABLE DETAIL DRAWINGS A13015EC0901,
A12015EC0901. AII015EC0901. AI0015ECO901, A085I5EC0901 A13030EC0901,
A12030EC0901, A11030EC0901, A10030EC0901, A08530ECO901 SBCCI
CABLE DETAIL DRAWINGS S11015EN0699,
S10015EN0698. S09015EN0699, 508015EN0899, 507015EN0899 S11030EN0899,
510030EN0889, S08030EN0699, S08030EN0899, 507030EN0899 TOENAILS
SEE APPROPRIATE ALPINE CABLE DETAIL (ASCE OR SBCCI CEILING
WIND LOAD) FOR MAXIMUM UNREINFORCED CABLE VERTICAL
LENGTH. .•i,lNliilllllilllll//!! - VARNfNG••
TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING. SHIPPING, ` BYS
TPIL(TRUSS PLATEI INSTITUTE. 583HD'ONOFRIDNDR N
SUITET 200! MADISON,RV1.153719)B`DI PUBLISHED ``\•l!,..
Q'`
1F1CA / SAFETY
PRgCTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, '1 C •, S
MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING.D STRUCTURAL PANELS AND BOTTOM CHORD SMALL ROOF
TRUSS DIVISION '•IMPORTANT.
FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE 1 ENGINEERED
PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 7c 2722
SOUTH APOPICA BLw. DESIGN( ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII DR FABRICATING, HANDLING,
SNIPPING. 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 TP1. ALPINE CONNECTORS ARE MADE OF 20GA = STATE O F ' ASTMA653GR,O GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAX, 407.2999153 TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A '' DRAWINGS
160 A-Z. THE SEAL ON THIS BRAVING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL
ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE ii O ••' 4 O ', •'• CERTIFICATEOFAUTHORIZATION119210•SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE O R,,.w`(•,`•,
RESPONSIBILITYorTHEBUILDINGDESIGNER, PER ANSI/TPI I-1995 SECTION 2. V zxe
7- REINF'
ORCINC MEMBER
zx, '
T- REINFORCINC
ueulleR
TOENAIL
TOENAIL TO
CONVERT FROM "L' TO i" REINFORCING MEMBERS, MULTIPLY
T" FACTOR BY LENGTH (BASED ON CABLE VERTICAL
SPECIES, GRADE AND SPACING) FOR (1) 2X4 "
L" BRACE. CROUP A. OBTAINED FROM THE APPROPRIATE
ALPINE CABLE DETAIL FOR ASCE OR SBCCI
WIND LOAD. MAXIMUM
ALLOWABLE 'I" REINFORCED GABLE VERTICAL LENGTH
IS 14' FROM TOP TO BOTTOM CHORD. LENGTH
INCREASE W/ "T" BRA N0.
42704 WIND
SPEED AND
MRH I"
REINF. NBR.
SIZE SBCCI
ASCE 110
MPH 15
FT 2x4
10 7. 10 7. 2x8
40 7. 50 7. 110
NPFI 30
FT 2x4
10 7. IO 7. 2x6
50 7. 50 7. 100
MPH IS
FT 2x4
10 7. 10 7. 2x8
30 7. 50 7. 100
MPH 30
FT 2x4
10 7. 10 7. 2x6
40 7. 40 7. BO
MPH IS
FT 2x4
20 7. 10 7. 2x8
20 7. 40 7. 90
MPH 30
FT 2x4
10 7. 10 7. 2x6
30 7. 50 7. 80
MPH IS
FT 2x4
10 7. 20 R 2x8
107. 307. BO
MPH 30
FT 2x4
20 7. 10 7. 2x8
20 7. 40 7. 70
MPH 15
FT 2x4
0 7. 20 7. 2x8
0 7. 20 7. 70
NPII 30
FT 2x4
10 7. 20 7. 2x6
10 7. 30 7. EXAMPLE:
ASCE
WIND SPEED s 100 MPH MEAN
ROOF HEIGHT = 30 FT CABLE
VERTICAL = 24' O.C. SP /3 T"
REINFORCING MEMBER SIZE 2X4 1r'
BRACE INCREASE (FROM ABOVE) = 107. = 1.10 1)
2X4 'L' BRACE LENGTH 6' 7' MAXIMUM '
f" REINFORCED CABLE VERTICAL LENGTH 1.
10 x 6' 7" a 7' 3" DRAWINGS
GAB98117 676,719 & HC26294035 TOT.
LD. 60 PSF R.
FAG. ANY K
SPACING .24.0" REF
LET -IN VERT DATE
10/24/01 DRWG
CBLLET[N1001 ENG
DW/KAR K
VALLEY
TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER.
BOT CHORD 2X3(•) OR 2X4 SP y2N OR SPF #1/#2 OR BETTER.
WEBS 2X4 SP #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 U, EXP. B, ENCLOSED'BLDG.,
30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD.
CUT FROM 2X6 OR
LARGER AS REQ'D I _
4
12
12 MAX.I—
1y2X4
W2X4 W2X4
8-0-0 MAX-{
W2X4
20-0-0 MAX (++)
SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING.
TRUSS DETAIL '
UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY lX4 "T"-BRACE, 1307.
LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED
WITH Bd 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-NAI
W2X4
OPTIONAL STUB
END DETAIL
USSES
W4X4
3F
OPTIONAL HIP
JOINT DETAIL
PARTIAL FRAMING
PLAN
THIS DRAWING REPLACES DRAWING A105
YARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING,
INSTALLING AND BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED
r.•!. 1 (( I L.q.'/P, TC LL 30 30 40 PSF REF VALLEY DETAIL
BY TPI (TRUSS PLATE' INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON, VI. 53719) FOR
DATE 06/25/99SAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED C DL 20 15 7 PSFTOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALE
CEILING. SMYTH LUh1BER CO. H IMPORTANCI.ERFURNISHCAECOPYGIOF 42704
THISDESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS RC
DL 10 10 IO PSF DRWG VALTRUSS0699 ENG
M11LH/KAR 2722SOUTHAPOPKABLVD. DESIGNi ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP11 OR FABRICATING. C LL 0 0 0 PSF HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH' SPECIFICATION
Ar4PKA, FL 32703 APPLICABAMERICANLFOREST ISIONS OF NDS (NATIONAL ADPAPERASSOCIATION) AND TPISALPINE CONNECTORS NNPUBLISHED 5d07.291522AREMADEOF20G4 STATE OF OT.
LD. 60 57 PSF 55 ASTM A653GR40
GALV STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAX: 407.299-
9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-
Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL Al•• O ' O
A
tv ` A
r • § DURYAC.
1.
25/1.33 1.15 1.15 PROFESSIONAL ENGINEERING -ENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE CERTFlCATE OF AUTHORIUTON•
92I8 RESPONSIITY ANY 1-1995 BUILDING U ••'•....•••• \\\ v,\\ BILITYAND
OFUSEANSI//PARTICULAR THE BUILDING
DESIGNER.
PERPI SECTIONI 2.THE SPACING 24'
CONVENTIONALLY FRAMED VALLEY DETAIL
A) 2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER
B) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3")
C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3")
D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER
COMMON
TRUSSES
AT 24" 0(
NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN
THAT OF VALLEY RAFTER (A).
NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR
VALLEYSUPPORTINGTRUSSBRACINGDETAILS.
RAFTERS
B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10".
RIDGE
B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS 11'-2". RAFTER
FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE.
FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAILS AT 4" OC.
FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC.
TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH
PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR
VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN
FOR THE SUPPORTING TRUSS.
2) 16d BOX NAILS, TOE -NAILED THRU
CRIPPLE INTO RIDGE BOARD
3) 16d BOX NAILS
D) r(A)
C) (
B
3) 16d BOX NAILS
4'0" TYP. 1,I'm
3) 16d BOX NAILS,
TOE -NAILED
RATED
SHEATHING
PARTIAL FRAMING PLAN
L,VMIYIVIY ITIVJJC.J HI 4`k VL,
2) 16d BOX NAILS,
OE -NAILED
D) (
A)
C)
3) 16d BOX
NAILS, TOE -NAILED
3) 16d BOX
NAILS, TOE -NAILED
GIRDER
L-(2) 16d BOX NAILS, TOE -NAILED (TYPICAL)
SUPPORTING TRUSSES_NRATEDSHEATHINGCONNECTEDTOZ(3)
AT 24" OC MAX SPACING
TRUSS TOP CHORDS PER SPECIFICATIONS
16d BOX NAILS, TOE -NAILED THRU
CRIPPLE INTO RATED SHEATHING
THIS DRAWING REPLACES DRAWING V105-CONV
WARNING-- TRUSSES REOUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING.
INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED
BY TPI (TRUSS PLATE INSTITUTE. 593 D'ONOFRIO DR., SUITE 200. MADISON. VI. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
NFJr `•, 2 `IFIC T'•. 1 Tn••,
qC LL 30
4
DL 20
i
30
15
40 PSF
7 PSF
REF CONV. VALLEY
DATE 06/25/99
SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING.
ROOF TRUSS DIVISION IMPORTANT• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE BC 'TL 10 10 10 PSF DRWG VALCONVF0699
2722Sovn(APoPMABLVO.
ENGINEERED PRODUCT$, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
DESIGN) ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI1 OR FABRICATING,
z
nJp, 42704 y
BC
L 0 0 0 PSF ENG h4LH/KAR APOPMA,
FL 32703 HANDLING. $
HIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE
PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE FOREST
PAPER TOT.=Lb. 60 57 PSF 55407.2B1522 9FAx:
407-zss9i53 ' AMERICAN
AND ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM
A653 GR40 GALV. STEEL EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF TRUSS
AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF 1.
15 1.15 PROFESSIONALENGINEERINGDRAWINGS160
A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY
SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE O '•1C.
1.25/1.33 i CERTIFICATE
OF
AUTHORIZATION#?21 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF
THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. T O•••,/
r'•.••
C CING
SEE ABOVE
TOP CHORD 2X4 p2 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 PURLRJ SPACING.
120 MPH WIND, ASCE 7-98, CAT 11, EXP. B, ENCLOSED BLDG.,
30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD.
FRONT FACE (E.* ) PLATES MAY BE OFFSET FROM BACK FACE
PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX.
0, ON I pZ w
C
1!: a
1
i
US
IAC
C
C
C
C
C
C
JOINT
SPANS UP TO
TYPE
30' 34' 38' 52'
A 2X4 2.5X4 2.5X4 3X5
B 4X6 5X6 5X6 5X6
C 1.5X3 1.5X4 1.5X4 1.5X4
D 5X4 5X5 5X5 5X6
E 4X6 OR 3X6 TRULOX AT 4' OC,
ROTATED VERTICALLY
ATTACH TRULOX PLATES WITH (8) 0.120" X 1.375" NAILS, OR
EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO
BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX
INFORMATION.
WEB BRACING CHART
WEB LENGTH REQUIRED BRACING
0' TO 7'9" NO BRACING
1 x4 "T" BRACE. SAME GRADE, SPECIES AS WEB
7'9" TO 10' MEMBER, OR BETTER, AND 80% LENGTH OF WEB
MEMBER. ATTACH WITH Bd 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 I6d 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.
O O 0 0 0 0 0
0 0 0 0 0
2•
O O
0 0 0 0 0
0 0 0 0 0
f
8 1/4,
ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. .,1T'.1 11! IUVR WING REPLACES DRAWINGS 634,018 834,017 k 847,045
WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING,
INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED Q N y AiAX LOADING REF PIGGYBACK
BY TPI (TRUSS PLATE INSTITUTE. 5B3 O'ONOFRID DR., SUITE 200. MADISON. VI. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,F'C
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
j , ,•••• F Vicei 55 PSF AT DATE 06/25/99
SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. G ` •• DUR. FAG.
IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE DRWG PIGBACKB0699
ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NO7 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
DESIGN) ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, N0, 42704 Al'*' _ 50 PSF AT EN G D LJ/KA R2722SOUTHAPOPKABLVD. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH 9.25 DUR. FAC. APOPMA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE
407 2911522
407.299.9153
AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA
ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF
TRUSS AND, UNLESS OTHERWISE ON THIS DESIGN, POSITION CONNECTORS PER STATE O F s 47 PSF ATFAx: LOCATED
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL
A ' 1.15 DUR. FAC.
PROFESSIONAL ENGINEERING
CERTIFIGTE OF Al1T1(ORIUTION 4921
ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABILITY AND USE OF THIS COMPONENT F'OR ANY PARTICULAR BUILDING IS THE
RESPONSIBLE I7Y OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2.
4 A4O'• R 1O r.` k A'•. FACING 24.0
Al
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 2231N 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 1 8
SOUTHERN PINE 2966# 1492 1.5" X 3.5" 10 9 8 8 7
SOUTHERN PINE NON -DENSE 2520# 1343 1.5" X 3.5" 9 8 7 7 6
ff
4 ++ Ile MAX+
3X8
4 3XI2
TRULOX18"
ii
MAX42X8
LOX
WEDGE
2) 8D NAILS CUT TO F[T4 AGE WARNING--
TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLING
AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY
TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON, VI. 53719) FOR SAFETY
PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP
CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL SMYTA
LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT••
FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF
TRUSS DIVISION ENGINEERED PRODUCTS, INC SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722
SOUTH APOPKA BLVO. 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:
407.2999153 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 SHOVN. THE CERTIFICATE
OF AUTHORIZATION •9210 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY
OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. T;
ti1i4111DIIIlUlAI) DRAWING REPLACES DRAWINGS A115 AILS/R k 884.132 z
p N, TC LL - PSF REF BC FILLER JIFI(,';
q•• DL - PSF DATE 06/25/99 G
C. rF•••. Bt DL 10.0 PSF DRWG BCFILLER0699 No.
42704._ C=LL - PSF -ENG DU/KAR A
TO'! LD. - PSF o
STATE OF N4
R.
FAC. 1.0/1.15/1.25/1.33 ACING
24.0"
STEPDOWN CORNER SET
TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE
2 TYE
BOT CHORD 2X4 SO. PINE #2 N
WEBS 2X4 SO. PINE #3 7'
HIPJACK TOP CHORD LUMBER GRADE
MAX NORMAL
OVERHANG
LENGTH***
MAX HIPJACK
OVERHANG
LENGTH***
SOFFIT WEIGHT
2 PSF 10 PSF
1-06-00 2-01-07 2 N 2 N
1-09-00 2-05-11 2 2 DENSE OR 1 N
2-00-00 1 2-09-15 1 #1 2 DENSE
120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG.,
30 FT. MEAN HT., 10 PSF TOTAL WIND DEAD LOAD.
UPLIFT IS 350#
UPLIFT IS 200#
J1
J 3'
J5 **
J7
3.00 12 +
TO6.00
W2x4
f# I I' 3 5• I 7' l
R=463g, W=3.50-
END AND CORNER JACKS
5'
CORNER SET
SETBACK
3'
7' 0" 0
1'
HIP' OR COMMON TRUSS
1 HIP TRUSS
J5
J3
J1
A/,
J1
E.
J5 J7 J7 J7 J'
IF* 1 j 5 ,j 2' TYP.
OPTIONAL VERTICAL WEB. USE W1.5X4 AT
BOTTOM OF VERTICAL. USE W3X4 AT TOP
OF VERTICAL AND DIAGONAL WEB.
2) 16d TOENAILS
HJ .* (3) 16d TOENAILS
212 12 W2x4
TO4.24
1
W2x5 , i IY3X4
Lefr**
ORSIMPSON
3/4- -4 THJA26
1 9-10-13 OVER 2 SUPPORTS
R=652y, W=3.50-
IF* 1 j 5 ,j 2' TYP.
OPTIONAL VERTICAL WEB. USE W1.5X4 AT
BOTTOM OF VERTICAL. USE W3X4 AT TOP
OF VERTICAL AND DIAGONAL WEB.
2) 16d TOENAILS
HJ .* (3) 16d TOENAILS
212 12 W2x4
TO4.24
1
W2x5 , i IY3X4
Lefr**
OR SIMPSON
3/4- -4 THJA26
1 9-10-13 OVER 2 SUPPORTS
R=652y, W=3.50-
YARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING,
INSTALLING AND BRACING REFER TO HID-91 (HANDLING INSTALLING AND BRACING). PUBLISHED
BY TPI (TRUSS PLAT[ INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, VI. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED,
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING
IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE
ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, 2722 SOUTH APOPKA BLVO. HANDLING. SHIPPING, ,TOAND BRACING OF TRUSSES. DESIGN CONFORMS WITH
APOPXA. FL 32703 APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407.
299-1522 AMER CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST
A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAX:
407-299.9153 TRUSS AND• UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS
160 A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL
ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE CERTIFICATE
OF AUTHORIZATION 09210 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITYCIFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. HIPJACK
I...
l jgjv --A G
1r '
No. 42704 STATE
OF ALTERNATE
LOADING TCLL
20 PSF TCDL
20 MAX PSF BCDL
10 PSF TOT.
LD. 50 MAX PSF DUR.
FAC. 1.25 THIS
DRAWING REPLACES DRAWING
HCH 795029 LL
30 MAX PSF REF 7' STBK CS DL
15 MAX PSF DATE 06/25/99 pL
10 PSF DRWG CS7SBK3A0699 LL
0 PSF ENG SJP/KAR I.
LD. 55 MAX PSF FAC.
1.33 ING
SEE ABOVE it
IIONA
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 I ROW 2X4 1-2X4
2X3 OR 2X4 2 ROWS 2X6 2-2X4
2X6 1 ROW 2X4 1-2X6
2X6 2 ROWS 2X6 2-2X4(*)
2X8 1 ROW 2X6 i-2X8
2X8 2 ROWS 2X6 2-2X6(*)
T—BRACE, L—BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE
OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON
ENGINEER'S SEALED DESIGN.
CENTER SCAB ON WIDE FACE OF WEB APPLY (1) SCAB TO EACH
FACE OF WEB.
T-BRACING
OR
L-BRACING:
APPLY TO EITHER SIDE OF WEB
NARROW FACE
ATTACH WITH 16d NAILS AT 6" O.C.
BRACE IS A MINIMUM 80%. OF WEB
MEMBER LENGTH
SCAB BRACING:
T—BRACE
OR
L—BRACE
APPLY SCAB(S) TO WIDE FACE OF WEB.
NO MORE THAN (1) SCAB PER FACE.
ATTACH WITH 10d NAILS AT 6" 0 C. SCAB
BRACE IS A MINIMUM 80% OF WEB
MEMBER LENGTH
T—BRACE L—BRACE
is THIS DRAWING REPLACES DRAWING 579.640
AVARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING,
INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED
BY TPI (TRUSS PLATE INSTITUTE. 5B3 D'ONOFRIO DR., SUITE 200. MADISON, VI. 53719) FOR
TC LL PSF
i
REF CLB SUBST.
DATE 06/25/99SAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED.
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
IF'C
T'. r- n
DL PSF
S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING G C -.
IMPORTANT• FURNISH A COPY of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE
ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI) OR FABRICATING, NO.42704 '._,
BCc DL PSF
E
DRWG BRCLBSUB0699
27225ourNAPOPMABLvo. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH PSF ENG MLH/KAR
APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE
AMERICAN FOREST AND PAPER TPI. T09__ LD. PSF407-299-1522 ASSOCIATION) AND ALPINE CONNEC70RS ARE MADE OF 20GA
ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF
FAx: 407.29" 153 TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER JQ ', STATE 0 F
F'AC. DRAWINGS 160 A-Z. THE SEAL ON THIS BRAVING INDICATES ACCEPTANCE OF PROFESSIONAL
ENGINEERINGPROFESSIONALENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
CERTIFICATEOF AIORIUTION M9210 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE
i
i Oj(•'., 0 P'• RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI I-1995 SECTION 2. R ACING
u It