HomeMy WebLinkAbout605 E 14 St 05-1298 additionPERMIT ADDRESS
CONTRACTOR ,
ADDRESS ?
PHONE NUMBER
PROPERTY O WNE]
ADDRESS Q - \.'-k ' "- Z—, L
PHONE NUMBER "AC-) 1--
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
FEE
FEE
tJJ
d
SUBDIVISION 4' cn
PERMIT # "1 DATE
PERMIT DESCRIPTION.
PERMIT VALUATION
SQUARE FOOTAGE
CITY OF SANFORD PERMIT APPLICATION
Permit #
Job Address: C //a .T sip w.2 xfL 32-
Description of Work: /OiC D evorr
Historic District: Zoning:
d, -/1 o,
Date: 17— '4-04-
1 %/
fo ,e r i, e-61 `OX / o
Value of Work: S D
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 Plumbing Repair — Residential or Commercial
Occupancy Ty e: Residential _Y Commercial Industrial Total Square Footage:
sr/cF ro
Construction Type: M AS # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
1 Parcel #: ItoT [6 bloc k P
Owners Name & Address: 4 A[ )J C&7'6 k /!%QTNA e L,
Contractor Name &A ss: CA2Tit"oNSY/L c' io 7 Attach
Proof of Ownership & Legal Description) Phone &
Fax: -4-/-.3 7 7- Z 4543. Contaci,Person: JDf+y+ Bonding
Company: A.- 3. z-31/.3—{/(/ 2. \ Address:
s Phone: -
1 07 6,c-- /.
sa 4 d '7 to Mortgage Lender:
Address: Architect/
Engineer: //
I/ o A,/ Al /iv C ci Phone) — z W JAddress:
y !
3 lyiu Z iA tiEo A ,i 35% S:. f , 6 Fax`. Application is
hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of
a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must
be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS,
etc. OWNER'S
AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work Ntiill 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 b,-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 th I wt 1 noti the owner of the property of the requireme Florida L' w, 713. z-4-
C 4 Signature of
Owner/Agent Date Signature of Contractor/Agent Date E P %
W A t-4 Rb -r% (4 C. l-F i C- L F>fv /y / C - /moo Ire (iZ-- Print Owner/
Agent's ame Print Contractor/A nt's Name 6 z -
4-0 d} k I cpga4ZA /
Z-4-opt SignatureA Yv
ry
Date
Signature NotaDaniei e R Florida
Date
Darnel G
itossetter My Commission
OD133221 MYCommission DD13=1 Expires July
11, 2006 rxoms July 11, 2006 Owner/Agent
is Personally Known to Me or Contracto?"$I%ent is _Personally Known to Me or Produced ID.,
PS 1 i fivS Produced ID APPLICATION APPROVED
BY: Bldg: l j" "Zoning: 777(Imtqa18,
Date) Special Conditions:
Utilities: FD:
Initial & Date) (
Initial & Date) (Initial & Date)
r—
POWER OF ATTORNEY
Date:
I hereby name and appoint ,A+ t, ev S x e ,
Of 13 72 o Te veasee vram„ La %%o be my lawful attorney In
fact to act for me and apply to the -S,0W,0eo A' Building
Department for a Ve a/ h permit For
work to be performed at a location described as: Section
Township Range Lot g Block v Subdivision
SAA/LAvTIQ w o S Lam, ! 4 S 7- i2 e r, i 6
a .,-n Gvic s>c e_ _ os- G /¢ s rz e-r- N,Go.G A6 3?77 / Owner
of Property and Address) and
to sign my name and do all things necessary to this appointment. 10
1 aJ U'w wvAhr Type
or Print Name of Register or, and Contractor's License N tgnatuFepX
or yernnea contractor VV `'
f -
The
foregoing instrument was acknowledged before me this'day of Dee-e + I Je'wf 20 09- By
J o,iti 4- a vA)c - - Who
is personally known to me/who produced As
identification and.,who did not take oath. State
of Florida County
of Notary
Public, Orange County, Florida Seal
Daniel
G Rossedw My
Cornmissim DDt33221 a
dl
Expires July i i . 20M
After Recordin`-g rret
IV Al
Permit No._
Tax Folio.#
M RYANNE MUR,Lj CWK Qr CIRCUIT COUR F2f1iCN(:U CCIUN'I'Y
Btu; 05529 FIG (533 i
Itt:(iliiirl:ll 1/ 9l`1i&04 tt` ;0111-1 AM
Rta ifl 1)TN( (^E:I•_b; il.fl
f3t t i)IMI-T by t q,g. en t
MARYANNE MORSE`
CLERK OF CIRCUIT COURT-_-„
SC ! 0 E CFLORIUKStateofFloriaF1 -
County of . .VI?,(1Xd 9Y
e ury rLF `.
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real` i y and in a `oraan.ce with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Co m mnn 2(1D4.
Legal description of property and street address if available: e<'Os
41, .14s•f Star oFLvf 7;/Nl'i /,Aloe Lof s' a -lack' 6 -S'AtiZAk75> llcccie iN 7 0 7<<, _
NOTICE OF COMMENCEMENT
FS 713.13
OL ,0 4 el—' AS 1QCCG l7 ram' /A/ (%
L
BOa C 1, 61.1Oh f%7 C s"uiQ G Ptc2OS n ,
S"iwc+Le Cau,vf. Lo 2ii7/'"i 2.
General description of improvement: 'ell Owner
Information: 4;;'c 4fe f Nl 4A »r/,•e L 44eG,ac -v a.
Name and address: do 5 /'/ 5''fiz r Sr 7.iiFc+.? L 3277 / b.
Interest in property: ro Oc.Altn c.
Name and address of fee simple titleholder (if other than Owner) 4.
Contractor: Name and addres ` W'7-A9/=, s %/7—,), Phone
number7 Fax number (optional, if service 5. Surety:
Name and address 3271 z '
i fax is
acceptable) 3.$_0 _?V-r j 19 2_ Phone number
Fax number (optional, if service by fax is acceptable) Amount of
Bond $ v'6 & v bliWlt?l-ao/v /W/ s y,
v 99ivo tfAx . 6. Lender: Name
and address Lv c//s' o yo ,a-, e /'1 0,2 69 a -e— Phone number eoo-
3,75 - /23 it Fax number (optional, if service by faxisacceptable) 90 9- y73 -G82 9 7. Persons within the
State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.
13(1)(a)7., Florida Statutes: (name and address): Phone numbers of designated
persons Fax number (optional, if
service by fax is acceptable) 8. 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. Phone number of person
or entity designated by owner Fax number (optional, if service by fax is acceptable)
9. Expiration date of
Notice of Commencement (the expiration date is one (1) year from the date of recording unless a different date is specified)
Signature of Owner CtJiGN
STATE OF FLO
IDA (
4,49VW.401 reW_
COUNTY OF iry ' ' f ,
1 Sworn to (or ff
med) and su c ibed before,.me this day of I 1, ! 200 4, by h . ZVfiois per'
onally known to me or who has produced as identification and who
did _ or did not ''-take an oath. Notary Public (Signature)
d*
J& Put* Saundra L Thompson Revised 04/2003 My
commission DD036543 o
nor Aoa Expires
June
25, 2005 I
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
yRCEL. DE
DAYID JOHNSOH, CrA,1lSA
PROPERTY E 14TH ST
APPRAISER
SEMINOLE COUNTY FL
1101 E. nesT ST
SANFORD, FL32771.1466 III
407-665-7506 w.
2005 WORKING VALUE SUMMARY
GENERAL Value Method: Market
Parcel Id: 31-19-31-507-0600- Tax District: S1-SANFORD
0070
Number of Buildings: 1
Depreciated Bldg Value: $83,013
Owner: BAOGDEN S &
Exemptions: 00-
HOMESTEAD
THANIEOwn/Addy:
Depreciated EXFT Value: $0
WICHTER ABRAHAM S Land Value (Market): $19,663
Address: PO BOX 876 Land Value Ag: $0
City,State,ZipCode: SANFORD FL 32772
Just/Market Value: $102,676
Property Address: 605 14TH ST E SANFORD 32771
Assessed Value (SOH): $83,394
Subdivision Name: SAN LANTA
Exempt Value: $25,000
Dor: 01-SINGLE FAMILY Taxable Value: $58,394
Tax Estimator
SALES
Deed Date Book Page Amount Vac/Imp
SPECIAL WARRANTY DEED 08/2000 03931 1328 $87,300 Improved 2004 VALUE SUMMARY
SPECIAL WARRANTY DEED 07/2000 03884 0961 $100 Improved Tax Value(without SOH): $1,596
CERTIFICATE OF TITLE 05/2000 03854 1688 $100 Improved 2004 Tax Bill Amount: $1,165
WARRANTY DEED 04/1998 03412 1706 $89,000 Improved Save Our Homes (SOH) Savings: $431
QUIT CLAIM DEED 08/1997 03290 1874 $11,500 Vacant 2004 Taxable Value: $56,839
CERTIFICATE OF TITLE 04/1992 02420 0773 $1,000 Vacant DOES NOT INCLUDE NON -AD VALOREM
WARRANTY DEED 03/1989 02052 1800 $8,500 Vacant ASSESSMENTS
WARRANTY DEED 11/1983 01506 0006 $7,500 Vacant
Find Comparable Sales within this Subdivision
LAND LEGAL DESCRIPTION PLAT
Land Assess Method Frontage Depth
Land Unit Land
Units Price Value
LEG E 1/2 OF LOT 7 & ALL LOT 8 BLK 6 SAN
LANTA
FRONT FOOT & 83 152 .000 230.00 $19,663 PB 3 PG 80
DEPTH
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New
1 SINGLE FAMILY 1998 6 1,178 1,844 1,178 CONC BLOCK $83,013 $85,802
Appendage / Sgft BASE SEMI FINISHED / 100
Appendage / Sgft OPEN PORCH FINISHED / 80
Appendage / Sgft OPEN PORCH FINISHED / 30
Appendage / Sgft GARAGE FINISHED / 456
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem
tax purposes.
Ifyou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://
www. scpafl.orglplslweblre_web.seminole_county_title?parcel=31193150706000070&... 2/2/2005
CITY OF SANFORD PERMIT APPLICATION
Permit # : 6?/ S'- / Z 9 0?
Job Address: co O S' 6 ;;
10(h S T/e i
Date:
6
Description of Work:
Historic District: Zoning: Value of Work: S
Permit Type: Building Electrical /` Mechanical
Electrical: New Service — # of AMPS
Mechanical: Residential Non -Residential
Plumbing/ New Commercial: # of Fixtures
Plumbing/New Residential: # of Water Closets
Occupancy Type: Residential Commercial
Construction Type: # of Stories:
Parcel #:
Owners Name & Address:
Contractor Name & Address:
o. ROk 3is/ T
Phone & Fax:
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer:
Address:
Plumbing Fire Sprinkler/Alarm Pool
Addi tion/A Iteration
Lines
Replacement Ne
of Water & Sewer Lin
Industrial
of Dwelling Units:
Contact Person:
Change of Service Temporary Pole
w (Duct Layout & Energy Calc. Required)
of Gas Lines
Plumbing Repair — Residential or Commercial
Total Square Footage:
Flood Zone: (FEMA form required for other than X)
Attach Proof of Ownership & Legal Description)
r.¢
State Licen Number: 64 aevs-yg 7
Phone:
Fax:
u
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 of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements
Signature of Owner/Agent
Print Owner/Agent's Name
Signature of Notary -State of Florida
Owner/Agent is
Produced ID
Personally Known to Me or
APPLICATION APPROVED BY: Bldg:
Initial & Date)
Special Conditions:
Date
if Florida L- La FS 713.
S-6-o.S
of Contractor/Agent Date
4nntt7gent'
s Name
Date rey- tate of E Date
Wa.c.d
FLORENCE A. UMAVE
EXgegE
ID
Zoning: Utilities: FD:
Initial & Date) (initial & Date) (Initial & Date)
RECEIVED
APR 212009
REVISIONS
PERMIT DATE zoo S
ADDRESS d5 L
CONTRACTOR o A--., 09
PH%7 2-eI4 FAX #
DESCP.RITION OF REVISION;
i o cs
UTILITIES
FIRE
BLDG
Wayne A. Block, PhD., P.E.
April 18, 2005
City of Sanford Building Dept.
Builder: Cartref Construction
Owner: Abraham Wichter
Permit #: CS 1298
Re: Revision to plan
lildon Engineering Company, Inc.
548 B Hwy 27
Clermont, Florida 34711
352) 394-2590 Ph.& FAX
Builder may move location of door as shown on attached section of revised plan.
Y
ELECTRICAL LEGEND
O 110 V FYnld Obl
EXISTING RESIDENCE
7 REMOVE EXISTING 6068 SLIDING GLASS DOOR
FLOOR/ELECTRICAL PLAN
sa
SQUARE FOOTAGE
ROEOOm ADWfM: 100 u
4
y
4
DRAWN BY:
COSETTE CLAERBOUT
12/M
I. lO IFD.HDDII pf IRC I.
owlwA 17pr y, u9c Wro scm
0. IIADRED WRo DTONAIE ewaow 0 Aro
MI/OM m A+nw . ID
MUM PIMA COD?IPw - t 0IA
mom DOORS M cuco o
O DE97fD IO I.f[f OR GGED
OR A7 NpIED ON 11H1.
RENOAUMMMOARI D Fe W
GRAM 40 OA1771damcnenw.
5. A00DA)0 ARE COGNM FOR A MwAAI
Mt W-V *CAFAGA O 0®R.
A FYA.11W WOOD) Ana AN
DH WfA LMMPOW cr-ow . uo.
Bqw r v many NA
B mw It YMM",
Rvw 01113 072)
3"2uo wA FAA WAyM `,
A. 8AzA, PhD., F.
E. /52583 18,
2005
Alpine Engineered Products, Inc.
1950 Marley Drive Haines City, FL 33844
Florida Engineering Certificate of Authorization Number: 567
Florida Certificate of Product Approval # FL1999
Page I of 1 Document ID:ISIO6704Z0307114506
Truss Fabricator: Angle Truss Company
Job Identification: 40392-10' X 10' ADD. (403921-10' X 10' ADD.) Truss
Count: 2 Model
Code: Florida Building Code 2001 Truss
Criteria: ANSI/TPI-1995 Engineering
Software: Alpine Software,Version 7.00.0130.16. Structural
Engineer of Record: Address:
Minimum
Design Loads: Roof - 42.0 PSF @ 1.25 Duration Floor -
N/A Wind -
120 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: HCUSR6704 Details:
A12015EC-GBLLETIN B.
ef De-sc>=i.pti nn Drawing# Date- 1
08008--T1 04342073 12/07/04 2
08009- GE1 04342074 12 07 04 Seal
Dad: 12/67/2004 ' Truss
Design Engineer - Arthur
R. Fisher Florida
License Number: 59687 1950
Marley Drive Haines
City, FL 33844 1111
It Im 1111 in
40392-10' X 10' ADD. - T1)
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR.
Top chord 2x4 SP #2
Bot chord 2x4 SP g2
Webs 2x4 SP #3
Deflection meets L/240 live and L/180 total load.
0-4-3
V
120 mph wind, 8.94 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere
in roof, CAT 11, 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
4H6-
2-0-0-->j L<--2-0-0--j
1, 5-0-0 _I, 5-0-0 _I
L 10-0-0 Over 2 Supports
R=540 U=180 W=4" R=540 U=180 W=4"
0-4-3
8-1-2
Illll/.i
n
a CL.A
V •• R. Rid c
PLT TYP. Wave TPI R Design Crit: TPI 1995 STD 7.04. 0•'• ••'•y FL 5 R Scale =.375" Ft.
WARNING " TRUSSES RCOUIRC CAIPEMF CARE IN FABRICATION. HANDLING. SNIPPING• INS IALL ING AND BPACIMG. L. •• T C L L 2 0.0 P S F R E F R 6 7 0 4 8008REFERTOBCSI1.O3 (BUILDING COMPONENT SAFETY INFORMATION). PUGt ISIIED BY ERE (TRUSS PLAIT 1NS117ulE. 587 r • j
O'OHOf RIO OR.. SUITE 200. MADISON. YI 53719) AND PICA (MOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LNC •
y 59687
C
MADE SON. NI 53719) FOR SAFETY PRACTICES PRIOR i0 PERFORMING THESE !UNCTIONS. UNLESS OTHERWISE INDICAICOY (b • 6A8 a7 * • . T C D L 10.0 P S F DATE 12107104IOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLHAVEAPROPERLYATIACIICC
R IG10 [EIL ING. Jy • : T BC DL 12.0 PSF DRW HCUSR67O4 04342073
IMPORTANT' FURNISH A COPY Of THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
I:
PRODUCTS, IHC. SHALL NOT BC RCSPONS IBIC fBIT ANY DCVIAIION FRDN THIS DESIGN; ANY 'AlIURI IO BU.ED IIIC ' ALP I N E TRUSS IN CDNFDRMANCE YIIN iPl: OR FABRICATING• NATUH ING. SHIPPING, INSTALLING A BRACING Of TRUSSES. • %• • • B C L L 0.0 P S F H C E N G W H K/ A F
DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS INAIIONAt DESIGN SPEC. BY AFAPA) AND IRI. ALPINE Q
CONNECTOR PLATES ANC MADE Of 20/IB/16GA (W,H/S/N) ASIM A65J GRADE AO/60 (W. N/II.S) GALY. STEEL. APPLY •` TOT . L D . 4 2.0 P S F S E O N - 21372PLATES10EACHPACEOfTRUSSAND. UNLESS OI HE RWISE LOCATED ON INIS DESIGN, ROS IIIDN PER DRAWINGS 160A-Z. "
ANT IW'P'CIION OF PLATES FOLLOWED BY 11) $HALL BC PER ANNEA Al Of IP11.2002 SEC.3. A SEAL ON THIS7,.i.e Engineered Products, nC. DRAWING INDICATES ACCERIAgCC Of PROFESSIONAL EHGIXEERING RCSPONSIBILITT SOLELY FOR IIIC TRUSS COMPONENT ,DUR . FAC . 1.25195OMarleyoriveDESIGNSHOWN. FILE SUTIABILJTY AND USE Or THIS COMPONENT FOR ANY BUILDING IS FILE RESPONSIBILITY OF THE Haines
City, FL 33844 BUILDING DESIGNER PER ANSI/TPI L SEC. 2. D e c 0/ 4 SPACING 2 4.0 " J R E F 1 S I 0 6 7 0 4 Z 0 3 Lifitothrizatioq67
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR
4U374-1U- A 1U HUU. - Utl
Top chord 2x4 SP y2
Bot chord 2x4 SP g2
Webs 2x4 SP #3
In lieu of rigid ceiling use purlins to brace BC @ 24" OC
4X6=
0-4-3
120 mph wind, 8.94 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere
in roof, CAT II, EXP B, wind TIC DL=5.0 psf, wind BC DL=5.0 psf.
See DWGS A12015EC1103 & GBLLETIN1103 for more requirements.
Deflection meets L/240 live and L/180 total load.
LX4 (Al)
0-4-3
8-1-2
L<-2-0-0-->j L<--2-0-0
I, 5-0-0 _1_ 5-0-0 I
ir= —10-0-0 Over Continuous Support BIN
R=108 PLF U=24 PLF W=10-0-0
11 1011-i c
t
A
V , P/
PLT TYP. Wave TPI R Design Crit: TPI-1995 STD 7.09. •' F '•• l FL 5 R Scale =.375" Ft.
WARNING" IRUSSES PEOUIRE EXTREME CARE IN FABRICATION, HANDING. SNIPPING. INSTAILING AND BRACING. L.
R CF CR TO BCSI 1.OJ (BUILDING COMPONENT SAFE: IT INFORMATION). PUBLISHED BY FRI (TRUSS PLATE INSTITUTE. 583'(
W. " :• ''
TIC L L 20.0 PSF REF R 6 7 0 4 - 8009
D'0NO(R 10 OR .. SUIT( 200, MADISON, YI 5J719) AX) YICA (YOOD TRUSS COUNCIL Of AMCRICA, 6300 ENTERPRISE LX,.
MADISO„, YI SJ719) ToSAFE:IY PRACTICES PRIOR 10 RERfORMIXG IIICSC FUNCTIONS. UNLESS 01NERYISF. IXDICAICOA
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVEYC A PROPERLY ATTACHED(
N !Q L
b • i 9" S7 ( TIC D L 10.0 P S F DATE 1 2 / 0 7 / 04
RIGID CEILING.
BC DL 12.0 PSF DRW HCUSR6704 04342074
ALPINE
IMPORTANT•• FERRISN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED =
PR ODUCIS. INC. SNAIL „01 BC RESPONSIBLE FOR ANY DCYIA110N 110. THIS DESIGN: ANY FAILURE TO BUILD THE '
TRUSS I11 CO„TORRANCE WITH FRI: OR FABRICATING, HANDLING, SNIPPING. INSTALLING A BRACING OF TRUSSES.
R
S
j '
F•,. ..
BC L L 0.0 P S F H C- E N G W H K/ A F
DESIGN CONFORMS YIIN APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFAPA) AND FRI. ALPINE ty
CON RECTOR PEA ITS ARE MADE 01 20/18/16GA (Y,H/S/K) ASTM AS 5J GRADE 10110 IN. K/H,5) GAIY. STEEL. APPLY TOT. L D . 42.0 P S F S E 0 N - 21370
PLATES IO EACH FACE OF Iq USS AND, UNLESS 11 1RN151 LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A•2.
D U R F A C 1.25IineEnineeredProducts, nc. P
19J0 Niarley Drive
Haines City, FL 33844
FLCeni 1Auth'z.itif3 6
ANY IXSPCCt10X OF FLAILS FULLOYCD BY (1) SIFALL BC PER AXNCI AJ OF 1P11-2002 SEC.3.THE 7 A SEAL 011 THIS
DESIGNGSHOWNCAIESIMF SUIIABILIOIV ANDFUSEIOFAIHISGCONPOgCIF OP. ANYBBUILDIMGIV SOISLIIICOP.ESPDXSIBILI
OMOON'NE
BUILDING DESIGNER PER ANSI/TPI I SEC. 2.
Of IF
Dec 0 '0141 , ,, SPACING 24.0" JREF- 1SI06704Z03
ASCE 7-98: 120 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C
2X4 BRACE
GABLE VERTICAL
SPACING SPECIES GRADE
NO
BRACES
1) IX4 "L" BRACE • 1) 2X4 "L- BRACE • 2) 2X4 "L" BRACE •• 1) 2X6 "L- BRACE • 2) 2X6 "L" BRACE ••
CROUP A GROUP B GROUP A CROUP B CROUP A CROUP B GROUP A CROUP B CROUP A CROUP B
1 2 3' 7" 6' 3.. 6' 5" 7' I" 7' 7" 8' 9" 9' 0" 11' 7" 11' 11" 13. 9' 14' 0"
SP F 3 3' 6" 5' 5" 5' 5" 7' 2" 7' 2" 8' 9" 8' 9" it' I" 11' 1" 13' 9" 13' 9"
LTHF 7" I. 7.. 13. 19' W 0 STANDARD 3' 6" 4, 6' 1.. 8. 1.. 8' 2" 8' 2.. 6" 6" ll2 11„ 112 11..
1 3' 11 6' 3" 6' 8" 7' 4" 7' 11 8' 9" 9' 6" 11' 7" 12' 6" 13. 9" 14' 0"
C,
1J P J2 3' 10" 6' 3" 6' 8" 7' 4 7' 11 8' 9" 9' 6" 11' 7" 12' 6" 13' 9"
y3 3' 8" 5' 6" 5' 6" 7' 1 7' 1 8' 9" 9, 3" 11' 5" I1' 5" 13' 9"
DFL STUD 3' 8" 5' 6" 5' 6" 7' 3" 7' 3" 8' 9" 9' 3" 11' 3" 11' 3" 13' 9" FSTANDARD3' 7" 4'9" 4' 9" 6' 3" 6' 3" 8' 5" 8' 5" 9' 9" 9' 9" 13' 2"
I 2 1 1 7' 1 7' 4" 8' 5" 8' 8" 10' l" 10' 4" 13' 3" 13' 7" 14' 0"
V S P F 3 10" 6' 7" 6' 7" 8' 5" 8' 5" 10' 1" 10' 1" 13' 3" 13' 3" 14' 0" 14' 0" HF
STUD 1 0" 5' 5' 8" 8. 6" WQSTANDARD4. B" 7' 6" 10' 1.. 10' 1,. 11' 8" 11' a" 14' 0" 14' 0.. 1
4' 6" 7' 1" 7' 8" 8' 5" 9' 1" 10' 1" 10' 10" 13' 3" 14' 0" 14' 0" 11' 0" C,
sP 2 1 5" 7' 1" 7' 8" 8' 5" 9' I" 10' 1" 10' 10" 13' 3" 14' 0" 14' 0" 14' 0" 3
6' 9" 6' 9" 8' 5" B. 11.. 10' 1" 10' 7" 13' 3" 13' 11" 14' 0" 14' 0" D
F L S' UD 1 3" 6' 9" 6' 9" 8' 5" 8' 10" 10' 1" 10' 7" 13' 3" 13' 9" 14' 0" 14' 0" STANDARD
4' 1" 5' 10" 5' 10" 7' 8" 7' 8" 10' 1" 10' 3" 11' 11" 11' 11" 14' 0" 14' 0" PF
1
2 5" 7' IB. 8. 0, rj31. B" 3.. 9. 3.. 11' 1.. 11' 1 14' 0" t4' 0.. 14' 0" 14' 0" v .
HF
STUD 4' 5" 7' 7" 7' 7" 9' 3" 9' 3" I1' 1" 11' 1" 11' 0" 14, 0" 14' 0" 11, 0" Q
STANDARD 1' 5" 6' 7" 1 6' 7" 8' 8" 8' B" 11' 1" 11' 1" 13' 5" 13' 5" 14' 0" 14' 0" 1
5' 0" 7' 10" 8' 5' 9' 3" 10 0" 11' 1" 11' 11" Il' 0" 14' 0" 14' 0" 14, 0" S
P 2 4' 10" 7' 10" 8' 5" 9' 3" 10' 0" 11' 1" 11' 11" 14' 0" 14' 0" 14' 0" 14' 0" 9'
9 ll
DFL
STUD 1' B" 7 7' " 9' 3" 9' 9" 11' 1 " 11' 8" 14' o" 14' 0" 14' 0 14' 0 STANDARD
1' 7" 6' 8" 6' B" 8' 10" 8' 10- 11' 1" 11' 5" 13' 9" 1 13' 9" 1 14' 0" 14' 0" DIAGONAL
BRACE OPTION: VERTICAL
LENGTH MAY BE DOUBLED
WHEN DIAGONAL BRACE
IS USED. CONNECT DIAGONAL
BRACE FOR 740# AT
EACH END. MAX WED TOTAL
LENGTH IS I -I'. VERTICAL
LENGTH SHOWN IN
TABLE ABOVE. 2X4
SP OR DF-L STUD OR #
3. SPF y1/g2. H-F #2 OR
BETTER DIAGONAL BRACE;
SINGLE OR DOUBLE
CUT (AS SHOWN) AT
UPPER END. 11
CONNECT
DIACONAL AT REFER TO CHART ABOVE FO%FA MIDPOINT
OF VERTICAL. WEB. `I
A
r• WAP.
IIItIG•• TRUSSES REQUIRE EXTREME CAPE IN FABRICATING, HANDLI;G. SHIPPING. INSTALLING AND 1" BRACING.
REFEP. TO BCSI I-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TP.USS ('• 4 PLATEINSTITUTE. 583 D'OI(OFP.10 DP.., SUITE 200, MADISON. V:1. 53719) AND VTCA (WOOD TRUSS COUNCILT OF
AMERICA. 6300 ENTERPRISE LIT, MADISON, VI 53719) FOR SAFETY PRACTICES PRIOR, TO PERFORMING C THESE
FUNCTIONS. UNLESS 07HEPWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT••
FURNISH COPY OT THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED ' RODUCTS,
INC.. SHALL NOT BE RESPONSIBLE FOP. ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ALPINEPBUILD
THE TRUSS IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING, SHIPPING. INSTALLING6 •1.2 BRACING
OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, 7 Its
of1. B)
AF&PA) AND TPI. ALPINE COIJUECTOP. PLATES APE MADE OF 20/18/16GA (W,H/S/0 ASTM A653 GRADE 40/
60 (W,r./H,S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED J. THIS
DESIGN. POSITION PER DRAWINGS 160A-Z. ANY INSPECTIONOF PLATES FOLLOWED BY (1)SHALL ALPINE
ENGINEERED PRODUCTS, INC. BE PER ANNEX 43 OF TPI I-2oo2 SEC. 3. A SEAL ON THIS DP.AWItNG INDICATES ACCEPTANCE OF I POMPANO
BEACH, FLORIDA PPOFESSISUIITABILIITTTAL YANNDI7USE OFINTHIS COMPONENT FOP. ESPONSIBILITYSOLELYAINYBUILDING ISUSS TCRESPONSIBILNT ITYGfOFS TOE I BUILDING
DES
IGNEP., PEP. At NSI/TPI I SEC. 2. AL
LENGTH. r.
r L`.
1. TBRACING
GROUP SPECIES AND GRADES: GROUP
A: SPRUCE -
PINE -FIR HEM -FIR 1
2 STANDARD 2 STUD 3
STUD 3 STANDARD DOUGLAS
FIR -LARCH SOUTHERN PINE 9
i3 STUD
STUD STANDARD
STANDARD GROUP
B: ITEM -
FIR 1
k 13TR 1
SOUTHERN
PINE DOUGLAS FIR -LARCH 1
1 2
2 CABLE
TRUSS DETAIL NOTES: LIVE
LOAD DEFLECTION CRITERIA IS L/240. PROVIDE
UPLIFT CONNECTIONS FOR 105 PLF OVER CONTINUOUS
BEARING (5 PSF TC DEAD LOAD). GABLE
END SUPPORTS LOAD FROM 4' 0" OUTLOOKERS
WITH 2' 0" OVERHANG, OR 12" PLYWOOD
OVERHANG. ATTACH
EACH "L" BRACE WITH IOd NAILS. FOR (
1) "L" BRACE: SPACE NAILS AT 2" O.C. IN
18" END ZONES AND 4" O.C. BETWEEN ZONES. 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 It' 6" 2\
4 GREATER
THAN 11' 6" 2.5X4 II+
REFER TO COMMON TRUSS DESIGN FOR PEAK,
SPLICE. AND HEEL PLATES. REF
ASCE7-98-GAB12015 DATE
LI/26/03 DRWG
A12015EC1103 ENG
MAX.
TOT. LD. 60 PSF MAX.
SPACING 24.0"
RIGID SHEATHING
4 TOENAILS
f"
REINFORCING
MEMBER
CABLE TOENAILS
TRUSS SPACED AT
4" O.C.
4 TOENAILS
CEILING
I A T1 T T1 T1 "I-1 rn A T T
ATTACH EACH -T- REINFORCING MEMBER WITH
HAND DRIVEN NAILS:
IOd COMMON TOENAILS AT 4" O.C. PLUS (4) IGd COMMON TOENAILS IN TOP
AND BOTTOM CHORD.
GUN DRIVEN NAILS - 0.131" X 3":
TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD.
THIS DETAIL. TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE
OR SBCCI WIND LOAD.
ASCE 7-93 GABLE DETAIL DRAWINGS
A11015EN1103, A10015EN1103, A09015EN1103. A08015EN1103, A07015EN1103
A11030EN1103. A1003OEN1103, A09030ENI103. A08030EN1103, A07030EN1103
ASCE 7-98 GABLE DETAIL DRAWINGS
A13015EC1103. A12015EC1103, A11015EC1103. A10015EC1103. A08515EC1103
A13030EC1103. A12030EC1103. A11030EC1103. A10030ECIIO3. A08530ECII03
SBCCI GABLE DETAIL DRAWINGS
S11015EN1103. S10015EN1103. S09015ENIIO3, S08015EN1103, S07015EN1103
SI1030ENI103. S10030EN1103, S09030EN1103, S08030ENIIO3. SO7O3OENII03
SEE APPROPRIATE ALPINE. GABLE DETAIL (ASCE OR SBCCI
WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE
VERTICAL LENGTH. to rL l
wt1 ∨;;
WAP.NING•• TP.USSES REQUIRE EXTPEME CAPE IN FABRICATING. HANDLING, SHIPPING. IIISTALLING AND
B..ACING. DEFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATIO), PUBLISHED BY TPI (TRUSS
PLATE INSTITUTE, 583 D'O.OFPIO DP.., SUITE 200, MADISON. VI. 53719) AND WTCA (WOOD TRUSS COUNCIL
OF AMERICA, 6300 ENTERPRISE LN, MADISO•. VI 53719) FOP. SAFETY PRACTICES PRIOR TO PERFORMING
THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHARD SHALL HAVE PROPERLY ATTACHED
STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PPOPEPLY ATTACHED RIGID CEILING.
INPORTAtIi •• FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR.. ALPINE ENGINEERED
ALPINE , PP.ODUC T$, INC., SHALL NOT BE RESPONSIBLE FOP. ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO
BUILD THE TRUSS ill CONFORMANCE WITH TPIi OR FABRICATING, HANDLING, SHIPPING. INSTALLING 6
BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PP.OVISIONS OF NDS (NATIONAL DESIGN SPEC,
BY AFLPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/I:) ASTN A653 GRADE
40/60 (Vy,/H,S) GAL V. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED
ON THIS DESIGN, POSITION PER DRAWINGS 16OA-Z. ANY INSPECTION OF PLATES FOLLOWED BY (D SHALL
ALPINE ENGINEERED PRODUCTS, INC. BE PER ANNEX. A3 OF TPI I-2002 SEC. 3. A SEAL ON THIS DRAVING INDICATES ACCEPTANCE OF
POMPANO BEACH, FLORIDA PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING
DESIGNER, PER ANSI/TFI I SEC. 2.
r. • VFIC '•••.
2X6 "T"
REINFORCING
MEMBER
2X4 "T"
REINFORCING
MEMBER
TOENAIL TOENAIL
TO CONVERT FROM "L" TO "T" REINFORCING: MEMBERS.
MULTIPLY "T" FACTOR BY LENGTH (BASED ON CABLE
VERTICAL SPECIES. GRADE AND SPACING) FOR (1)
2X4 "L" BRACE. GROUP A. OBTAINED FROM THE
APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR
SBCCI WIND LOAD.
MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL
LENGTH IS 14' FROM TOP TO BOTTOM CHORD.
EB LENGTH INCREASE W/ "T" BRAG
WIND SPEED
AND MR11
T" REINF.
MBR. SIZE
SBCCI ASCE
110 MPH
15 FT
2x4 10 10
2x6 40 50
110 MPH
30 FT
2x4 10 10
2xG 50 : 50
100 MPH
15 FT
2x4 10 10 1:
2x6 30 50 7
100 MPH
30 FT
2x•I 10 7. 10
2xG 40^. 40
90 MPH
15 FT
2x4 20 7. 10
2x6 20 : 40
90 MPH
30 FT
2x4 10 10 r.
2x6 30 50^
80 MPH
15 FT
2x4 10 20
2x6 10 % 30
80 MPH
30 FT
2x4 20 10 7.
2x6 20 40
70 MPH
15 FT
2x4 0 7 1 20
2x6 0 7 20^
70 MPH
30 FT
2x4 10 20 %
2x6 IO 30 R
EXAMPLE:
ASCE WIND SPEED = 100 MPH
MEAN ROOF HEIGHT = 30 FT
GABLE VERTICAL = 24" O.C. SP y3
T" REINFORCING MEMBER SIZE = 2X,1
T" 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"
LEPLACES DRAWINGS CAB98117 876,719 & HC2629,1035
REF LET -IN VERY
No. 6988
it
12
T - IF
v •sF• MAX TOT. LD. 60 PSF
DUR. FAC. ANY
MAX SPACING 24.0"
DATE 01/16/04
DRWG GBLLE,r[N1]03
ENG DLJ/KAR