437 Scott Ave - BR05-002106 - DETACHED GARAGE (A)PERMIT ADDRESS
CONTRACTOR
ADDRESS
PHONE NUMBER
PROPERTY OWNER-
ADDRESS
PHONE NUMBER 1 - -:> C3A ` 01 i
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
FEE
PERMIT NUMBER FEE
t7
t7
SUBDIVISION
PERMIT # Cam" a DATE y - -C r_i
PERMIT DESCRIPTION n
PERMIT VALUATION
SQUARE FOOTAGE
THIS INSTRUMENT PREPARED,BY: Bt®®ISI®®1 l 11®®®®I®
NAME4 t LE OTICE OF COMMENCEMENT
Permit No. Ta CLM W CIRWIT CART
State of Flon a ' BK 05689 PS 1218
County of -7-7/ CLERKA•S I 2W6 AS24'9'9
RECflM 041151M 09t29t46 W
The undersigned hereby gives notice that improvement will be made to certain rW iordance with
Chapter 713, Florida Statutes, the following information is provided in this Nod rke
1. Description of properv: (legal description of the_2rgperty and street address if available) q 31 s, s6sy"'1
2. General description of improvement:
3. Owner information
N me and dd Cz
b. Interest in property
c. Name and address of fee simple titleholder (if other than Owner)
4. Contractor
a. Name and address
5
RI
S
b. Phone number Fax number
Surety
a. Name and address
b. Phone number _ -• •-- maR
c. Amount of bond
Lender
a. Name and addres
b. Phone number Fax number
Persons within the State of Florida designated by Owner upon whom notices or other documents bd s
provided by Section 713.13^( )(a)7., Florida Statutes:
a. Name and address /M & \,e
b. Phone number Fax number
In addition to himself or herself, Owner designates of
to receive a copy of the Lienor's Notice as provided in Section
713.13(1)(b), Florida Statutes.
a. Phone number Fax number
9. Expiration date of notice of commencement (the expiration date is 1 year from the dat o ecor ing unl a different
date is specified)
Signature of Owner
Sworn to (or affirmed) nd bscribed before me this Z7 day of 20 , by
SrGyat J VV - >vt i r s+
Personally Known _ZOR Produced Identification
Type ofdentifica i Produced rs"
RobWn A. Rlebel My
CmMsWon DD217964 Signature
of otary Pub'Ti , a of Florida a118 12.2007 Commission
Expires:
Permit # :O J 6)\Cko
Job Address:
Description o!
Historic Distr
CITY OF SANFORD PERMIT APPLICATION
Date:
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS Addition/Alteration ___Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets 1 Plumbing Repair — Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage: S.O—
Construction TypeG.# of Stories: _ # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #:
Owners Name &
Contractor Name & Address:
Phone & Fax: '(_ AM4 Contact Person:
Bonding Company: a Il:rj
v ,1, r. L •
Address:
Mortgage Lender:
Address:
Address:
if of Ownership & !Legal Description)
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A 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 ofthis permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county,
andW
itional permits require from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of pon at I will noti theowner o th prop rty of the requirements of Florida Lien Law, FS 713. Si
nature of Owner/Agent Date Signature of Contractor/Agent Date Signature
of Owner/
Agent is _— Produced
ID a
obbin A. Rle)el Date 111 2/ j My
Commission DD21 Expires
August 12, 2007 Known
to Me or Print
Contractor/Agent's Name Signature
of Notary -State of Florida Date Contractor/
Agent is _ Personally Known to Me or Produced
ID APPLICATION
APPROVED BY: Bldg Z— "ZZyoonin Zt61/0ir Utilities: v / 8 FD: Initial & Date) (
Initial & Date) (Initial &014 (Initial & Date) Special Conditions:
a1!'+L0 4 /M 9 Gv t\\\
CITY OF SANFORD BUILDING DIVISION
OWNER/BUILDER AFFIDAVIT
CONSTRUCTION CONTRACTING
Owners of property when acting as their own contractor and providing direct, onsite supervision
themselves of all work not performed by licensed contractors, when building or improving farm
outbuildings or one -family or two-family residences on such property for the occupancy or use of such
owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to
exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or
lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such
structure by the owner -builder within 1 year after completion of same creates a presumption that the
construction was undertaken for purposes of sale or lease. This subsection does not exempt any person
who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The
owner may not delegate the owner's responsibility to directly supervise all work to any other person
unless that person is registered or certified under this part and the work being performed is within the
scope of that person's license. For the purposes of this subsection, the term "owners of property"
includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this
subsection, an owner must personally appear and sign the building permit application.
State law requires construction to be done by licensed contractors. You have applied for a permit under
an exemption to that law. The exemption allows you, as the owner ofyour property, to act as your own
contractor with certain restrictions even though you do not have a license. You must provide direct,
onsite supervision of the construction yourself. You may build or improve a one -family or two-family
residence or a farm outbuilding. You may also build or improve a commercial building, provided your
costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may
not be built or substantially improved for sale or lease. If you sell or lease a building you have built or
substantially improved yourselfwithin 1 year after the construction is complete, the law wili presume that
you built or substantially improved it for sale or lease, which is a violation of this exemption. You may
not hire an unlicensed person to act as your contractor or to supervise people working on your building. It
is your responsibility to make sure that people employed by you have licenses required by state law and
by county or municipal licensing ordinances. You may not delegate the responsibility for supervising
work to a licensed contractor who is not licensed to perform the work being done. Any person working
on your building who is not licensed must work under your direct supervision and must be employed by
you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation
for that employee, all as prescribed by law. Your construction must comply with all applicable laws,
ordinances, building codes, and zoning regulations.
I, S+e, ^ L 1 5V-1\ ' f , do hereby state that I am qualified and capable of performing the
requested construction involved with the permit application filed.
I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work
allowed by ayrn the permitted cture.
G<merBuilder Signature Date
S
Print
Robbin A. RkW
MY Comadssion DD217904
Expires August 12, 2007
Signature of — to 'da Date
I IZ 7 ps .
Owner is Personally Known to Me or has
Produced ID
4D CITY OF SANFORD BUILDING DIVISION
OWNERIBUILDER AFFIDAVIT
ELECTRICAL & FIRE ALARM SYSTEMS
An owner of property making application for permit, supervising, and doing the work in connection with
the construction, maintenance, repair, and alteration of and addition to a single-family or duplex residence
for his or her own use and occupancy and not intended for sale or an owner of property when acting as his
or her own electrical contractor and providing all material supervision himself or herself, when building
or improving a farm outbuilding or a single-family or duplex residence on such property for the
occupancy or use of such owner and not offered for sale or lease, or building or improving a commercial
building with aggregate construction costs of under $25,000 on such property for the occupancy or use of
such owner and not offered for sale or lease. In an action brought under this subsection, proof of the sale
or lease, or offering for sale or lease, of more than one such structure by the owner -builder within 1 year
after completion of same is prima facie evidence that the construction was undertaken for purposes of sale
or lease. This subsection does not exempt any person who is employed by such owner and who acts in
the capacity of a contractor. For the purpose of this subsection; the term "owner of property" includes the
owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an
owner shall personally appear and sign the building permit application.
State law requires electrical contracting to be done by licensed electrical contractors. You have applied
for a permit under an exemption to that lacy. The exemption allows you, as the owher of your property, to
act as your own electrical contractor even though you do not have a license. You may install electrical
wiring for a farm outbuilding or a single-family or duplex residence. You may install electrical wiring in
a commercial building the aggregate construction costs of which are under $25,000. The home or
building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or
lease more than one building you have wired yourself within 1 year after the construction is complete, the
law will presume that you built it for sale or lease, which is a violation of this exemption. You may not
hire an unlicensed person as your electrical contractor. Your construction shall be done according to
building codes and zoning regulations. It is your responsibility to make sure that people emploved by you
have licenses required by state flaw and by county or municipal licensing ordinances.
I, 51XL-r7VX L./- SM `' 1 ^ do hereby state that I am qualified and capable of performing the
requested construction involved with the permit application filed.
I will assume full responsibility as an Owner/Builder Contractor; and will personally supervise all work
aW
v on the permitted s cture.
L__ V-11b 5
caner/Builder Signature Date
Print Q icyfffiiilder Nauiv_/-1
Robbin A. Riebet
j My COMIS ion DE)217954IVEXPOAugust12. 2007
Signa !re4of No — atc o Florida Date , 12 7IC5
O%%,ner is V
Pcrsonall%, Kno%%7n to Mc or has
Produced ID
RAY VALDES 2004 REAL ESTATE TAx eIu NUMBER— 015718
JAXSEMINOLE•COUNTYCOLLECTOR • NOTICE OF AD VALOREM TAXES AND NON -AD VALOREM ASSESSMENTS PROPERTY••
ASSESSED • 10-
19-31-524-0000-0400 •0253 120,670 25,000 95,670 Si 1
0093939
O1,'AV 0.278 ••AUTO T5 0,0860 32771- lnl
SMITH
STEVEN W & LYNN W 437 .
S SCOTT, AVE SANFORD'.'
FL 3277.1-224.3 :.. LEG
LOTS 40 41 + 42 2ND
SEC FORT MELLON PB
4 -PG 48 PAD:
43.7 S SCOTT AVE AD
VALOREM TAXES OUNTY
4.9989 -. :. 478.24 CHOOL
8.1270., 777.51 r ITY'
SANFORD 6.3500 607.50 JWM
4620 44.20 OUNTY
BONDS.. , .' f 1721 CHOOL
BONDS 3850 36.83 1,
960.74 i t
TOTALMILLAGE2014950ADVALOREMTAXESNON -
AD VALOREM ASSESSMENTS. AUTHORITY
NON -
AD VALOREM ASSESSMENTS 00 COMBINED
TAXES AND•ASSESSMENTS 1,, 960. 74 • - See reverse side for. important
Information. IF
PAID ' NOV 30 DEC 31 JAN 31 FEB 28 MAR 31 BY
1,882.31 1,901.92 1,921.53 1,941.13 1,960.74 RAY
VALDES 2004 REAL ESTATE TAX BILL NUMBER 015718 SEMINOLE
COUNTY TAX COLLECTOR NOTICE OF AD VALOREM TAXES AND NON -AD VALOREM ASSESSMENTS 30-
19-31-524-0000-0400 AV009=
9 N SMITH
STEVEN W 8 LYNN W 437
S SCOTT AVE SANFORD
FL 32771-2243 0253
1 120,670 1 25,000 1 95,670 1 S1 LEG
LOTS 40 41 + 42 2ND
SEC FORT MELLON PB
4 PG 48 PAD:
437 S SCOTT AVE
a 14
Alpine Engineered Products, Inc.
1950 Marley Drive Haines City, FL 33844
Florida Engineering Certificate of Authorization Number: 567
Florida Certificate of Product Approval # FL 1999
Page 1 of Document ID:ISK05031Z1010082649
Truss Fabricator CBS Builders Supply
Job Identification: 046063-SMITH.GAR \ \ 0
Truss Count: 2
Model Code: Florida Building Code 2001
Truss Criteria: ANSI/TPI-1995
Engineering Software: Alpine Software,Version 6.33.0716.23.
Structural Engineer of Record:
Address:
Minimum Design Loads: Roof - 37.0 PSF @ 1.25 Duration
Floor - N/A
Wind - 110 MPH ASCE 7-98 -Closed
Notes:
1. Determination as to the suitability of these truss components for the
structure is the responsibility of the building designer/engineer of
record, as defined in ANSI/TPI 1-1995 Section 2.2
2. The seal date shown on the individual truss component drawings must
match the seal date on this index sheet.
3. As shown on attached drawings; the drawing number is preceded by: HCUSR5031
Details: A11015EC-GBLLETIN
Ref De-sc.r_i_ption Draping- D-ate
1 37773--A1 05041001 02/10/05
2 37774--A2 05041002 02 10 05
Seal Da 02/10'
T D Engin r-
War dson
Florida Lice her: 26454
1950 a le rive
Haines City, FL 33844
1191111111 is
THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
046063-SMITH.GAR \ .\ 0 - Al)
Top chord 2x4 SP y2 Dense
Bot chord 2x4 SP y2 Dense
Webs 2x4 SP y3
See DWGS A11015EC1103 & GBLLETIN1103 for more requirements.
Deflection meets L/240 live and L/180 total load.
4X6 (R) III
110 mph wind, 10.70 ft mean hgt, ASCE 7-98, CLOSED bldg, Located
anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC
DL=5.0 psf.
In lieu of rigid ceiling use purlins to brace BC @ 24" OC
8-0-0
3X4 (Al) = 5H6-
3X4 (Al)
1-0.0
a
1-0-0
e
I, 15-4-0 _I, 15-4-0 I
30-8-0 Over Continuous Support
R=78 PLF U=17 PLF W=30-8-0 wmnanyyy
Note: All Plates Are 2X4 Except As Shown.
t.?03 FPLTTYP. Wave TPI Design Crit: TPI-1995 STD FBC 6. FL 5 R Scale 1875" Ft.
WARNING• IRUSSES REQUIRE EXIREMI CARE IN FABRICATION, HANDING. SHIPPING. INSTALLING AND BflAEING.
10 TIC 1-OJ COMP.111 I SAIIIY INIONMA110N). PUBLIIMID B1 IPI K ATE INSIIFUIL. SB] T C L L 20 P S F R E F R 5 0 3 1 37773flFEER (BUILDING (TRUSS
D'UMOFR IO DR.. SUITE 200. "ADISON, YI SJ119) AND MICA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE lN. Ar •
0
MADISON, YI 5J759) FOR SAFETY PRACIICCS PNION IO RLRTORMING THESE FUNCTIONS. UNLESS OTHIPWISE INDICATED. TIC D L 7. 0 P S F DATE 0 2/ 1 0/ 0 5TOPCHORDSMALLHAVEPROPERLYATTACHEDSIRUCIUP.AL PANELS ANO BOTTOM CHORD SHAI.I. HAVE A PROPERLY ATTACHED
FILING. STATE OFfQRIGIDBCDL10.0 PSF DRW IICUSR5031 05041001
IMPORTANT•' TERRISN A COPY OF THIS DESIGN IO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
ALPINE HC-ENG TCE/HBG3ROOUCIS. INC. 511AL1, N01 BE RCSPONSIBL[ FOR ANY OCYIAlION IRON 11115 DE51GN: ANY FAILURE TO BUILD EMC O R 10•.:GBC011jnm L L 0.0 PSFTRUSSINCOXIORMANCEMII11IPIOR(ABM ICAIINf., NANDI LNG,SHIPPING, INSIAILING A BRACIXf. 01' INUSSCS.
CONIORMS WEIIT APPLICABLE PROVISIONSOfNDS(NAIIONAI DESIGN SPEC. BY AIAPA) AND IPI. ALPINE
CONNECTOR PLATES ARE MADE OF 20/18116GA (Y.11/S/Y.)ASIH A65J GPADE AO/60 (W. K/M.S) GALY. SIEIL. APPLY11
PLATES
DESIGN ONA LD. 37.0 PSF SEON- 88547
EnEgTineered Products, nc.
10 EACH FACE OF TRUSS AND- UTILE SSOIIIIRWISE IOCAICD ON THIS DESIGN, POSITION PER BRAWINGS 16OA-2.
ANY INSPECTION OF PLATES FOLLOWED BY (1) SMA11 BE PIP ANNEX AJ OF IPII-2002 SEC.J, A SEAL ON THIS
DRAPING INDICATES ACCEPTANCE OF PROFESSIONAL LXGINIERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT
TOT
n gn a71pincOUR . FAC . 1. 25 FROM AB
I97D Marley Dri\ DESIGN SHOWN. IHE SUIIABILIII ANO USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE F eb 1 0 ' 0 5
SPACING 24.0" JREF- 1SKG5031ZIOIlainesCity, FL 33844 BUILDING DE SIGIIIR PER ANSI/1P1 E SEC. 2.
FL Certificate f Auth rization #
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR.
U4bUO3'JI`111H.UAK \ \ U - Ae
Top chord 2x4 SP y1 Dense
Bot chord 2x6 SP y2
Webs 2x4 SP y3
SPECIAL LOADS
LUMBER OUR.FAC.=1.25 / PLATE DUR.FAC.=1.25)
TC From 54 PLF at 1.09 to 54 PLF at 31.76
BC From 4 PLF at 1.09 to 4 PLF at 0.00
BC From 20 PLF at 0.00 to 20 PLF at 10.70
BC From 80 PLF at 10.70 to 80 PLF at 20.17
BC From 20 PLF at 20.17 to 20 PLF at 30.67
BC From 4 PLF at 30.67 to 4 PLF at 31.76
4 X 6 (R) III
3X6 (Al)
110 mph wind, 10.70 ft mean hgt, ASCE 7-98, CLOSED bldg, Located
anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC
DL=5.0 psf.
In lieu of rigid ceiling use purlins to brace BC @ 24" OC
Deflection meets L/240 live and L/180 total load.
3X6 (Al)
8-0-0
1-0-0 1-0-0
I_ 15-4-0 ,I, 15-4-0 ,1
30-8-0 Over 2 Supports 'I
R=1478 U=297 W=8" R-1482 U=298 W=8"
ttu m"nn
yg.600S
PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 6. ,'`3 3 FL 5 R Scale=.1875" Ft.
q WApN QN BCSI II VOJF(BU RDING[OMPONENI
CAPE
SAf EIY FIMI 0RMAI ION), HANDLING. PUBLISNLO BY
SHIPPING.
IRUSS
INSTALLING
AIC GINS II IUIC'IISB7 ; No.26454 TC LL 20.0 PSF REF R5031- 37774
D'OIIOFR IO DR., SUITE 200. MADISOX, YI 5]ri9) All PICA (Y000 TRUSS COUNCIL Of AMER ICA, 6700 CNICRPRISC LN, •
MAD ISBN, WI 571191 FOR SAT EIY PRACTICES PRIOR ID PC RI OPH ING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. ' TC DL 7 .0 P SF DATE 0 2 / 1 0 / 0 5TOPCHORDSMALLHAVEPROPERLYATTACHEDSTRUCTURAL. PARFA S AND BOTTOM CHORD SHALL HAVE A PIT PLY AIIACH0 •
RIGID CEILING.
10 E OF Itts, BC DL 10.0 PSF DRW HCUSR5031 05041002
IMPORTANT' IUP.N IS A COPY Of THIS DESIGN 10 111E INSIALt AIION CONTRACTOR. ALPINE INGIN11111) •4 V
ALPINEAn,,rW
PUSS IN INC. SNALL N01 BE RESPONSIBLEF FOR ANY G. ANDLI FROM THISPPI G. IT : ANY FAILUR[ 10 BUILD INF O R IpP: B C L L 0.0 P SF H C- E N G T C E/ H B G 3TRUSSINCOXIORNAMCCYII11IPI: OR FABRICATING. IIANOLItIfi. SHIPPING. INSTALLING A BR ACINGi OF TRUSSES.
Q* DESIGN CONFORMS YIIN APPLICABLE PROVISIONS Of NUS (NATIONAL DESIGN SPEC. BY AFAPA) AND IPI. ALPINE ..........' v o TOT . L D . 37.0 P SF S E O N - 88544CONNECIOP. PLAICS AP.0 MADE OF 20/I8/16GA (Y,N/S/K) AS1M A657 GR ADC AO/60 (W, K/I,,S) GALV. S1ElE. APPLY
ry-1PEAIC510 [AC II FAC[ OF TRUSS AND. UMET. SS O111ERYISE LOC AI TO ON IN15 DESIGN, POSITION PER OR AN 1N 16OA-1. ,0• • AL ANY INSPECTION Of PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A7 OF IP11-2002 SEC.7. A SEAL ON THIS N'
ucts, ITC. DRAPINGINDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PESPONSIBILIIY SOLELY FOR INC TRUSS COMPONENT D U R . F A C . 1.25 FROM A B 1950
Marley Drive DESIGN SHOWN. IIIC SUITABILITY AND USE OF THIS COMPOHENI TOP ANY BUILDING. IS THE PESPONSIBIL11Y OF INC Feb 1U U7 Haines
City, FL 33844 BUILDING. DESIGNER PER ANSI/TPI I SEC. 2. SPACING SEE ABOVE JREF- 1SKG5031Z1O FLCertificateothorizatiBq567
ASCE 7-98: 110 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C
2X`I 13RACE
CABLE VERTICAL
SPACING SPECIES GRADE
NO
BRACES
1) IX4 "L" BRACE - 1) 2X4 "L" BRACE • 2) 2X4 "L" BRACE •• 1) 2X6 "L" BRACE • 2) 2X6 "I," BRACE ••
CROUP A CROUP B GROUP A CROUP B CROUP A CROUP B CROUP A CROUP B CROUP A CROUP B
2 3' 10" 6' 8" 6' 10" 7' I 8' 1" 9' 5" 9' 8" 12' 5" 12' 9" 14' 0" 14' 0"
V u S P F y3 3' 9" 6' 0" 6' 0" 7' 11 7' 11" 9' 5" 9' 5" 12' 4" 12' 4" 14' 0" 14' 0"
z HH F STUD 3' 9" 6' 0" 6' 0" 7' 11" 7' II" 9' 5" 9' 5" 12' 3" 12' 3 11' 0" 14' 0"
W Q STANDARD 3* 9" 5' 2" 5' 2" 6' 9" 6' 9" 9' l" 9' I' 10' 7" 10' 7' 1•I' 0' 14' 0"
l 1' 3" 6' 8" 7' 2" 7' 11 8. 6" 9' 5" 10' 2" 12' 5" 13' 5" 14' 0' 14, O
S P 2 1• 2" 6' 8" 7' 2" 7' 11 8' 6" 9' 5" 10' 2" 12' 5" 13' 5" 14 0" 11' 0"
y3 1' 0" C' 2" 6' 2.. 7' 11 " 8' 1 " 9' 5" 9' 11 " 12' 5.. 12' 8" 14 0" 14 , 0"
Q! C STUD 4' 0.1 6' I" 6' 1" 7. 11.• 8, U" 9' 5" 9' 11 12. 5" 12' 6" 14' 0" Il' 0"
rJ
DFL
STANDARD 3' 10" 5' 3" 5' 3" 6' 11- 6' 11 9' '4" 9' 4" 10' 10" 10' 10" I.1' 0" 14' 0"
I 2 1 5.. 7' 8.. 7' 10" 9' 1" 9' 4" 10' 10" 11' 1" 14, 0" 14' 0" I1' 0" 14, 0"
E U SPF y3 4' 4" 7' 4" 7' 4" 9. 1" 9, 1' 1 10' l0" 10' 10" Il' 0" I•l, 0" 14' 0" 14' 0"
H F STUD 4' 4" G' G' 4" 8' 14woSTANDARD4" 8' 4 10' 10" 10' IO" I2' 111" 112' 11" 14' 0" 14' 00"
1 1. 10" 7' 8" 8' 3.. 9' 1" 9' 9" 10' 10" 11' 8" 11' 0" I1' 0" 14' 0" 14' 0"
SP 2 1' 9" 7. 8" 8' 3" 9' 1" 9' 9" 10' 10" 11, 8" 14' 0" 1•}, 0" I•l, 0" Il, 0"
14, 0"
DFL STUD 4' 6- 7' 6" 7 6" 9' 1 9' 6" 10' 10" 11' 4" 14' 0" 0" 14' 0" 14' 0"
STANDARD 4' 5" 6' 5" 6' 5" 8' 6" 8' 6" 10' 10" 11' 1" 13' 3" 13 3" 14' 0" 14' 0"
74 I 2 4' 11" 8' 5" 8' 8" 10' 0" 10' 3" 11' 11" 12' 3" 14, 0" 14' 0" I l' 0" I l' 0" 11
v 1, P}1 3 4' 9" 8' 5" 8' 5" 10' 0" 10' 0" 11' 11" 11' 11 14' 0. 14' 0" 11' 0" 14' 0"
V l l' STUD 1. 9" 8 5" 8. 5" 10' 0" 10' 0" 11' 11" 11' 11 14' 0" 11. 0" 1l, 0" 14, 0"
Q 1 STANDARD 9" 7 3" 7 3" 9. 7" 9. 7" it' II" 11' Il I1, 0. 11. 0" I1, 0" 11 0
Xv l 5' 1" 8' 5'. 9' 1" 10' 0" 10' 9" 11' I I" 12' 10 1 1' 0" I I' 0" 14, 0" 1 !' 0"
Q(' s P y2 5' 3" 8' S' 9' 1' 10' 0' 10' 9' 11' II" 12' IO" 11' 0' I4' 0" 14' 0" 14' 0"
Z 112 y3 5' 0" 6' 5" 8' 5" 10' 0" 10' 6" II' II" 12' 6" 14' 0" I1' 0" I4' 0" 14. 0"
L' L STUD 5 0 8 5" 8 7 10' 0" 10' 6" 11' 11 12 6 14 0 1 4 0 1} 0. 14' 0"
STANDARD 4' 11 7' 5" 7' 5" 9' 10" 9' 10" 11' 11" 12' 3" 14' 0" 14' 0" I•}' 0"1 14' 0"
SYMM
CABLE TRUSS A
DIAGONAL, BRACE OPTION:
2X•1 (12N OR BFTTF:H
T
VERTICAL LENGTII MAY DE 18 *
IDOUBLEDWHENDIAGONAL
L13RACEISUSED. CONNECT L- -}- DIAGONAL BRACE FOR 6001 BRACEATEACHEND. MAX WEB
TOTAL. LENGTH IS 14'./
2X•1 STUD. ¢'3 ON 1--. BITTER DIAGONAL
VERTICAL LENCTII SIIOWN BRACE: SINGLE
IN TABLE ABOVE. OR DOUBLE CUT L 1
1 % AS SHOWN) AT
UPPER END.
16ONTIN000S BEARILA9TMAM/q y4
CONNECT DIAGONAL AT a: Gi010o
MIDPOINT OF \'F.RTICAI. WEB, AREFERTOCHARTABOVE `'cIICIFl
WAFINIIIG•• TPUSSES P.EOUIPE EXTREME CAPE IN fABBICATING, HANDLING, SHIPPING. INSTALLIlG AND
BRACING. PET'EP 10 BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS r No. 26454PLAIE NSTITUIE, 583 D'ONOFRIO DP.., SUITE 200, HADIS@!. W1. 53719) AND VICA (WOOD TRUSS COUNCII
OF AHEPICA, 6300 ENTERPRISE LI, MADISON. VI 53719) FOP SAFETY PRACTICES PRIOR TO PERFORMING
THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CH13RD SHALL HAVE PPOPEPLY ATTACHED
STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IMPORTANT— FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR ALPINE ENGINEERED • STATE OF
ALPINE FPINC., SHALL NOT BE RESPONSIBLE FOP ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO • BUILD
THE TRUSS 11) CONFORMANCE WITH TPII OP. FABRICATING, HANDLING, SHIPPING. INSTALLING 6 BRACING
OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ZPEC, ALPINE
ENGINEERED PRODUCTS. INC. POMPANO
BEACH. FLORIDA ODUCTS,
BY
AFAPA) AND IPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/IB/16Gn (W,H/5/F,) ASTM A653 GRADE c s •, 40/50 (V/N,5) GALV. STEEL. APPLY PLATES 10 EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED THIS
DESIGN,LOWED BENPEP. ANNEX A3F OFI iTTPIIl 1-2008 SEC. 3. PER
DRAWINGS1A0SEAL ONIYTHISPECTION DR.AWIINGINDICAiTES AOCCE TANCE)OFI) SHALL IO PPOFESSIONAL
ENGINEERING RESPONSIBILITY SOLELi FOP THE TRUSS COMPONENT DESIGN SHOWN. IHE g1Th SUITABILITY
AIID USE OF THIS COMPONENT FOP ANY BUILDING IS THE PESPONSIBTLIT)OF THE BUILDING DESIGNER.,
PER ANSI/TPI I SEC. 2. CTH.
BRACING
CROUP SPECIES AND GRADES: GROUP
A: SPRUCE -
PINE -FIR HEM -FIR I
2 STANDARD 1 12 STUD 3
1 STU 1 #3 ISTANnApnI DOUGLAS
FIR-IARCII SOUTHERN PINE 3
3 STUD
STUD STANDARD
STANDARD GROUP
B: HEAL -
FIR 1
d BTR 1
SOUTHERN
PINE DOUGIAS FIN -LARCH 2
2 GABLE '
TRUSS DETAIL NOTES: LIVE
LOAD DEFLECTION CRITERIA IS L/2.10. PROVIDE
UPLIFT CONNECTIONS FOR 80 PLF OVER CONTINUOUS
BEARING (5 PSF TC DEAD LOAD). GABLE
END SUPPORTS LOAD FROM 4' 0" OUTLOOKERS
WITH 2' 0" OVERHANG. OR 12" PLYWOOD
OVERHANG. ATTACH
EACH "L" BRACE WITH IOd NAILS. FOR (
1) "I: BRACE: SPACE NAILS AT 2" O.C. IN
18" END ZONES AND •1" O.C. BETWEEN ZONF,S. FOR (
2) "L" BRACES: SPACE NAILS AT 3" O.C. IN
18" END ZONES AND 6" O.C. BETWEEN ZONES. L"
BRACING MUST BE A MINIMUM OF 80: OF WEB MEMBER
LENGTH. 11
GABLE VERTICAL PLATE SIZES VERTICAL
LENGTH NO SPLICE. LESS
THAN 4' 0' IX4 OR 2X3 GREATER
THAN 4' 0". BUT LESS
THAN II' 6" 2X
I GREATER
THAN 11' 6" 2.5X•1 REFER
TO COMMON TRUSS DESIGN FOR II PEAK, SPLICE. AND REEL PLATES. A
REF ASCE7-98-GAB11015 DATE
11/26/03 DRRTG
Al1015EC1103 C -
ENG MAX. '
LOT. LD. 60 PS(: MAX.
SPACING 24.0"
RIGID SHEATHING
Ii Ttit ttta7Ni i taTiil•ii i
ATTACII EACH "T" REINFORCING MEMBER WITH
HAND DRIVEN NAILS:
10d COMMON TOENAILS AT 4" O.C. PLUS (4) I6d COMMON TOENAILS IN TOP
AND BOTTOM CHORD.
GUN DRIVEN NAILS - 0.131" X 3":
TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD.
THiS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAII. FOR ASCE
OR S13CCI WIND LOAD.
ASCE 7-93 GABLE DETAIL DRAWINGS
A11015ENIIO3. A10015EN1103. A09015EN1103, A08015EN1103, A07015EN1103
A1103OENIIO3. A10030EN1103, A09030EN1103. A08030EN1103. A07030EN1103
ASCE, 7-98 GABLE DETAIL DRAWINGS
A13015EC1103. A12015EC1103. A11015ECH 03. A10015EC1103. A08515EC1103
A1303OEC1103. A1203OEC1103. A1103OECIIO3. A10030ECIIO3. A08530EC1103
SBCCI CABLE. DETAIL DRAWINGS
S11015ENIIO3, S10015EN1103. S09015EN1103, S08015EN1103. S07015EN1103
S11030EN1103. S10030EN1103, S09030EN1103. SO803OENIt03, S07030ENIIO3
SEE APPROPRIATE ALPINE CABLE DETAIL (ASCE OR SBCCI
try rWINDLOAD) FOR MAXIMUM UNREINFORCED CABLE • L70VERTICALLENCTIC _ V
2X6 T"
REINFORCING
MEMBER
2X4 'T"
REINFORCING
MEMBER
TOENAILN, TOENAIL
TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS,
MULTIPLY "T" FACTOR BY LENGTII (BASED ON GABLE
VERTICAL SPECIES, CRADE AND SPACING) FOR (1)
2X4 "L" BRACE. GROUP A. OBTAINED FROM THE
APPROPRIATE ALPINE GABLE, DETAII. FOR ASCE OR
SBCCI WIND LOAD.
MAXIMUM ALLOWABLE 'I'" REINFORCED CABLE VERTICAL
LENGTH IS 14' FROM TOP TO BOTTOM CHORD.
LENGTH INCREASE W/ "T" BRACEII
WIND SPEED
AND MRH
T" REINF.
MDR. SIZE
SBCCI ASCE
Ito t4P11
15 FT
2x4 10 10
2x6 40 50
Il0 MP11
30 FT
2x•t 10 7. 10
2x6 50 1 50
too NIPII
15 FT
2x4 10 10 7.
2x6 50
100 MPH
30 FT
2x4 10
2x6 40
90 AIPII
15 FT
2x4 420%40%
10 fi
2x6
90 AIPIi
FT
2x4 10302x650
80 61PH
15 FT
2x4 10 20
2xG 10 30
80 MPH
30 FT
2x.1 20 : to
2x6 20 % 40
70 MPII
15 FT
2x4 0 : 20
2xG 0 20
70 MPH
30 FT
2x4 10 ': 20
2x6 10 30
EXAMPLE:
ASCE WIND SPEED = 100 NIPH
MEAN ROOF HEIGHT = 30 FT
CABLE VERTICAL = 2.1" O.C. SP #3
T" REINFORCING MEMBER SIZE = 2X4
Y' BRACE INCREASE (FROM ABOVE) = 10: = 1.10
1) 2X4 "L" BRACE LENGTH = 6' 7"
MAXIMUM "T" REINFORCED CABLE. VERTICAL LENGTH
1.10 x 6' 7" = 7' 3"
3!`•• t! r%PLACES DRAWINGS CAB96117 876.719 & HC2629,1035
VARIINIG•• TRUSSES
ALPINE
ALPINE ENGINEERED PRODUCTS, INC.
POMPANO BEACH, FLORIDA
pE0U1P,E ExiPCHE CAPE IH FABRICAi1HG, HAIIDLIIIG, SHIPFNIG, IN$iALL111G AI1D
BPAC[IIG. REFER i0 BCSI 1-03 (BUILDING COIJPpNENi SAFETY INFpP.NAiIUU, PUBLISHED ByTPI (TRUSSi
PLATE ISTIf UIE, 583 D'Ot10FPi0 DP,., SUITE 200, uADISOH, VI. 53719) WID VTCa rvQOD TRUSS COUIICIL
OF AMERICn, 6300 EINERPRISE Ltl, HADIS@+, vl 53719) FOP SaFEff PRACTICES PRIOR f0 PEP.FOPHIIIG
IHE:E FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED
STPUC IURAL PWIELS AIID BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
IHPOP.IANT•• FUPIIISH COPY OF THIS DESIGN TO IIISTALLAiION CWIiRAC TOP.. ALPNIE EIIGDIEEFED
PP,ODUCi S. It SHALLSHALL N01 BE F.ESPpNSi BLE FOP. ANY OEVIATIOtI FFOtI THIS OESIGII; Atli FAILURE i0
BUILD THE TRUSS IN COIIFOP.HANCE VITH IPII OR FABPICATING, HAIIDLIHG. SHIPPING. ItISTALLItIG E
BRACING OF TRUSSES. DESIGN CONFpFH$ VITH APPLICABLE PROVISIONS OF ND$ (NATIONAL DESIGn SPEC, BY AFLPA) auD iPl. ALPINE CQNHECIOR PLATES APE MADE QF 20i 10/16GA Tv,Hi S/Y) ASiN A653 GRADE
40: 00 (V)aN,$) GnLv. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UILE$S OIHEP.VISE LOCATED
al THIS DESIGII. POSITION PER OPAVINGS 160A-Z. AIIY I14SPECi1p14 OF PLATES FOLLOWED BY (I) SHALL
BE PER arnl[x A3 OF TPI 1-2002 SEC. 3. A SEAL OII THIS DRav11JG IrIDICAiCS ACCEPTANCE OF
PROFESSIONAL ENGIIIEEP.IIIG FESP@ISI BILITY SOLEL'i POP. THE TRUSS C014Pp11ENT OCSIGII SHOVN. THE
SUIiABILIi-i 411D USE OF THIS CQNFQNENT FOP WI)' DUILDIIIG IS THE F.E$PptI:I BILI i'i or THE BUILDIIIG
DESIGIIEP., PEP, aN$VTPI I SEC. 2.
G ,
No.264543 i
STATE OF • rAx-
L. j'[j'3/[ P• V
SRO
Lflryy
MAX TOT. L,D. GO IQSf,
REI' LET -IN VER'C
DATE 01/I6/04
DRIYG GBLLETIN1103
ENG DLJ/KAR
DUR. PAC. ANY
MAX SPACING 24..0