HomeMy WebLinkAbout121 Royality CirDEL' 0 6 2010
CITY OF SANFORD
FIA E"N't-l"ONSuILDING -E POVI
PERMIT AP 'PLICATION
ApplicationDocumented Construction Value: $
Job Address: 1(*)f)A Historic District: Yes 0 NoEl
Parcel ID: z0"ning,
Desqiption of Work;
p1ar,j Review Contstet ftfson: I I I IC, TA
Phone: Fax,
Title:
E-mail:
Property. Owner Inftrmat.fion /I
C
4
Name
Plione:
Street: Resident of property?
Zip: City, state Zip:
Contractor [nformatian
Name
Phone: 40-, Ip- MD Fax:
4b'T (0%0- Street:
City,
State Zip:WI F State License No.:. rchitect/
Engineer Informatian Name:
Street:
City,
St, Tip: Bonding
Company: Address- —
Building
Permit 0 Square
Footage: — Phone:
Fax:
E-
mail: Mortgage
Len -der; Address:
PERMIT
INFORMATION Construction
Type,: ____ No. of Stories: No.
of Dwelling Units: Flood Zone: Electrical
13 New
Service — No. of AMPS: Mechanical` '
El (Duct layout required for new systems) Plumbing
0 New
Construction - No. of Fixtures: Fire
Sprinkler/Alarm rl No. of heads:
Application is: horeby made to obtain. a ;permit to do the work and installations as indicated, I certify that n.p .
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, plurnhin.g, signs, wells, pools, furnaces, boilers, heaters, tanks, and
air conditioners, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing ifformatio:n is accurate and that all work will
be drone in compliance with all appIlea,ble laws regulating construction and zoning.
WARNING TO OWNER: FOUR FAILURE TO RECORD A NOTICE OF COMMENCY-UtNT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PRO' ERT.Y. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING; CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING VOU^R NKOT CE 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 inay.,be additional permits required
from other governmental entities such as water management districts, state agencies, or fed.era.l. agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan,review fee. A copy of the executed contract is required in order
to calculate a plan. review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the docuineii.ted
construction value when the executed contract is submitted, credit will: he applied to your permit fees when the
permit is released.
2-5-.1a
SignataareofOwner/Agent mate Signature _,ontractor/ gent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner./Agent is Personally Known. to Me or
Produced ID Type of ID
6
PrintC.:ontractor/ ent's.N e
Si aturc o ®tary- too rt Date
MICHELLE SNYDER
EE04443 S
a.. (' '- MY COMMISSION
EXPIRES November 22, 2014
10
it , 0 - - 14
407) 398*0153
FloridallotaryService.com
ontractor/A.gent is _ . Porsonall.y Known to Me or
Produced ID — Type of %D
APPROVALS: ZONING:
J
v UTILITIES:
ENGINEERING: FIRE:
WASTE WATER:
BUILDING: /Z % 0
COMMENTS: U(( dwr __..
Rev 11.08
LIMITED POWER OF ATTORNEY
I hlerreby name and appoint: (
1 e L—Printed Name of Appointee
r1c Company Name of Appointee
to be my lawful attorney -In -fact to. act for me In applying to
Goverrvnent Commercial/Residential Permitting for a permit enabling work to be
performed at the location below -described and to sign my name and do all things
necessary to this appointment:
1(]L_ Section
t Township
Range
Subdivision
UQDD _ Block
State of LCountyof)
Sw'bm.to and oubso6bed
tome or who
FOFiWp W d W=n9p M0Usv
Address
of Property
Address
Signed:—_
oerlfied contractor oignaWro
Oate: 9 i //0
Certified Contractorairll t/_T.—
printsd name
Contractor License #:_ e'BG
ms day of O t*
name of p acknowledged) who is pwmdy known
Commission wpm:
5881) NOTARY PUBLIC -STATE OF FLOP_TDA
Phyllis J. Nicholas
Commission #DD739134
Expires: DEC. 14, 2011BOND 'D THRU ATLA,1"TIC B0,,NDING CO, LNC_
SPECIAL SERVICES CUSTOMER INVOICE
S °' Store 0264 LAKE MARY Phone: (407) 333-9650
4600 W LAKE MARY BLVD Salesperson: JHH074
Y LAKE MARY, FL 32746 Reviewer:
Name Home Phone
PERSAUD DIANNE (407) 221-2689
Address 121 ROYALTY CIRCLE work Phone (407) 949-6202
Company Name
city SANFORD Job Description DOOR INSTALL
state FL zip 32771 County SEMINOLE
Page 1 of 8 NO. 0264-310792
2010-12-06 07:08
IIVSTwLLER DE`L.IVIERY:#1r MERCHANDISE AND SERVICE SUMMARYWesold rtoc stomershttolimitthequantitiesofinerchandise
42
REF # 103
STOCK MERCHANDISE TO BE DELIVERED: /1
R05 1 225-523 21.00 LF BASE WM631 PFJ 9/16X3-1/4 N o v $1.10 23.10
R06 330-089 1.00 EA BRICK MOULD SETS WHITE VINYL 24.99 24.99
R07 168-768 3.00 EA 5/06-8 PT PREM-WEATHERSHIELD 8.97 26.91
R08 168-335 2.00 EA 2X6-8 PT #2 PRIME-WEATHERSHIELD N 4.97 9.94
R09 522-661 1.00 EA E/O 160Z WINDOW & DOOR GREAT STUFF N 5.98 5.98
R10 927-643 6.00 LF SHOE WM127 OAK 7/16X11/16 N 0.52 3.12
S/O - MDSE TO BE DELIVERED: REF # SO4 IMATED ARRIVAL DATE: 12/23/2010 P.O. #64511469
SKU : QTY a7M DESCRI TAX- PI3IGE.EACH EXTENSION' -
SO401 743-573 1.00 EA 63" X 80 7/8" - D, R.O. / {#1)<> p
BI!!BQ!QAPRODUCTCATEGO DOORS,QAMANUFACTURER=JELD-
WENWINDOWSDOORS-
QA )'
00. 930359,QAPTS LE_ENTRYDOORS QAPRODUCTTNFIBERGLASS,Q N
892.00 892.00 d
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your currentvrder status online at Ii
www.homedepot.com/orderstatus Page
i of 8 NO. 0264-310792 Customer Copy 2)
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SPECIAL SERVICES CUSTOMER INVOICE - Continued
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Last Name: PERSAUD Page 2 of 8 No. 0264-310792
NS-T-AELER-DEUVERY #1
CantlnuadJ REF #103
SO402 743-573 1.00 EA CONTINUED) / (CONTINUED) N 0.00 S0.00
QAPRODUCTCONF IGURATION=DDUBLEDOORUNIT,QAHANDINGAN DSWIN G=
LEFTHANDOUT- -
SWING (G), QADOO RSKI N=S MOOTH,OAASTRAG AL=ALU M I NUM, QACUSTOMD I M
ENSION=NO,QADOORWIDTH=30',QANETUNITWIDTH=62",QAROUGHOPEN ING WIDTH --
63' QADOORHEIGHT=80" QANETUNITHEIGHT SO403
743-573 1.00 EA CONTINUED) I (CONTINUED) N 0.00 0.00 80318`,
QAROUGH OPEN IN G HE I GH T=807/8",QAQ UAL I FYFO RSTI M ULU STAXCR EDITOPTIO
N=NO,QADOORSYSTEM IN S E RT(S)=NO N E,QADOOR F I N ISHTYPE=P AINT,
QADOORFIMIS HEXTERIORSIDE=QARKCHOCOLATE,QADOORFINISHINTE RIORSIDE=DARKCHOCOLATE
QAOVERHANGFLYER=NO CADOOR SO404 743-
573 1.00 EA CONTINUED) I(CONTINUED) SYSTEMLAYOUT=6- N 0.00 SO.00 PAN ELDOO
RS,QADOOR BO RE=DOUBLEBOR E, QAI NACTI VEDOO RBOR E=NON E QABOR EBACKSET=
2318' ,QAH IN GEFI M S H=SATINN I CKE L,QAS ECU RITYFLANG E=YES,
G?AS ECU RITYFLANGE LOCATIQ N=ACTI VEDOOR,QAJAM BWI DTH=49/16', QAJAM BSPECI
E=FINGER-JOI NTED P R I M EO SO405 743-
573 1.00 EA CONTINUED) / (CONTINUED) QAWEATHER- N 0.00 0.00 STRIPTYPE=COMPRESSIONSRONZE,
QABRICKMOLDSPECIE=NONE,QASILLTY PE=FI
X ED,QAS I LLW I DTH=49/18',QAS ILLFI NI S H=ALU MI NU M,QAREOR DE R=NO, OAS KU=
743573/S/OPR E FI N ISH EDFI BE RGLASS- 21 DAY
C HECKSU M=438401 E016PSM FIBER G LASS3080:63" X 80 718' - SO406 743-
573 1.00 EA I (CONTINUED) I (CONTINUED) D, N Q00 SO.00 R.O:
EBMIGENERIC=D602010,G N_ID=D,GEN_PR0DCAT=6,GEN_CONFIG=02,G EN_PRODL€
N E=01, (3EN_G LAZIN G =0, UNTY=027 ,U NTS=9, U NTF=B,ACTB=2,J NAB 0, PAC
K=E,D 1: HN DG =R, D 1:ACTB=2, D 1: I NABS, D 1:C'O RE=F, D1:TH KN=7, 01: LKB LMO D1:
WIDH--0206 D1:WPFRF=14 D1:HG S0407 743-
573 1.00 EA 0,D1 N 0'
00 0.00 HT=0607I
D1I HPRF D SN=0000,DI ;SPTY=3,DI ;ISWD=0,DI:ISHT=O,DI :INS F=OC,
DI :INT2-0O,DI:SWr=P=O,DI :ASTR=00,D1;FNSH=DC,DI :PTYP=0O,DI :IN01 0,01:
IN H1=0000,D1: MC H 1=0 6, D 1: BORE, D 1:BKPS=O, D I :LKPS=000,D 1: LKBS= 0 D1:
LAPL=00 01:DILK=00 01: SO408 743^
573 1.00 EA CONTINUED) /(CONTINUED) N 0.00 0.00 D1 BS=
0,01:D 1 LPG, D1:02LK=00,D 1:D2BS=00,D 1:02LPG,D 1: H G HG=3P, D1:}-IGS Z=40,
D1: HG RA=5S,D t: H G TY=SS, D 1: HG FN=15, D 1: HG D P=10,01: HG P 1=0634, D 1: H G
P2=3600, D 1: H G P3=6514,D1:JAW D=4 9118 D1:
JATY=K2 DI;,JSPE=PR 01:JACR=D D1:JART=O D1:JAWS=z D1:JASI SO409 743-
573 1.00 EA I (CONTINUED) /CONTINUED) N 0.00 0.00 DA,DI:
JATE=00, 1:JATI=00,D2:HNDG=L,D2:ACTB=2,D21NAB=O,D2:CORE=F,D 2: TH
KN=7,02: LKBL=W,D2: W I D H-0206, D2: W PR F=14, D2: HG HT=0607, D2: H PRF=O 0, D2:
DESK=0000,D2:SPTY=3, D2:I SWD=O, D2:IS HT=D,D2:INSF=DC,D2:1 NT2=00,D2 SWEP=D
D2:ASTR=00 D2:FNSH= CONTINUED ON
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SPECIAL SERVICES CUSTOMER INVOICE - Continued
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REF 9103
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SO410 743-573 1.00 EA CONTINUED) / (CONTINUED) N 0.00 0.00
DC, D2: PTYP=00,02.I N01=0,D2:I NH 1=-0000, D2:MCH 1=06, D2: H D W 1=00, D2: HD W2
00,D2: BOR E=0,D2: B KPS=I ,D2: LKPS=000,02:LKBS=24,02: LAPL=00, D2: D1 LK=O
0,D2:D 18S=24,D2: D i LP=2,D2: D2LK=00, D2: D2BS=00, D2: D2LP=O,D2: HGHG=3P,D
2:HGSZ=40 D2:HGRA=5S D2:HGTY
SO411 743-573 1.00 EA CONTINUED) / (CONTINUEO) N 0.00 0.00SS,02: HG FN=15, D2: HG D P=10, D2: HG P 1 --0634, D2:H G P2=3600, D2:H G P3=6514, D
2:JAWD=4
9/16, D2:JATY=K2, D2:JSPE=PR, D2:JACR=D, D2:DART=O, D2:JAWS=Z, D2:JASI=DA,
D2:JATE=00, D2:JA71=00, F1: U NTY=027,F1: LINTS=9,F i :U NTF=B, F1:ACTB=2, F1:TH
KN=7 F1:HDW1=04
SO412 743-573 1.00 EA CONTINUED) / (CONTINUED) N 0.00 0.00F1:HGHG=3P,FI :HGSZ=40,F1:HGRA=5S,Fl :HGTY=SS,F1:HGFN=15,F1:HGDP=10
F1:HGP1=0634,F1:HGP2=3600,F1:HGP3=6514,FI.,HNDG=L, F1:JAMS=PR,FI:JAW
D=4`
9/16,F1:JATY=K2,Fl:JSPE=PR,FI :JACR=D,FI :JART=fl,Fl:JAWS=Z,FI :JASI=DA,F
1:JATE=00 Fl:JATI=00 F1
SO413 743-573 1.00 EA 1(CONTINUED) / (CONTINUED) N 0.00
BMSL=NO,PANEL_PC=6P,STORENUMBER=0264,STORESTATE=,BYO=,MKT=,E
NTITYLIST=, EN TITYFOU ND=N O,MQS ENT=TP, ENTITY=,VERSION =2.17. 3, DATEC
R EATED=D EC22010, PRICECOD E=6 PSM FI BERG LAS S3080,REOR DER=NO! E M I!
BC! PLANT CONTACT NUMBER : 1.800.393.0359!BI
SO414 743-573 1.00 EA CONTINUED) / (CONTINUED) CICOMMENT-CODE=LOCATION, COMMENT- N 0.00 0 0Q TXT=!EIG!!EC!IEll I BASE I HGFN I HGFN S0415
743-573 1,{l0 EA NA/ HGFN I *ATT TO #1 `SATIN NICKEL HINGES: N 00 v0.00 SO416V
743-
573 1,(]0 EA NA/NGFN/'ATT TO #1 "PREFINISHDOOR: N 00 50,00 ENDOR -
SPECIAL INSTFtUCT10NS: 2.17.3.:DARK CHOC. SMOOTH FINISH DELIVERY
INFORMATION: DELIVERY DATE: INSTALLER WILL SCHEDULE INSTALLER
WILL DELIVER MUSE TO: SITE OF INSTALLATION #103 AT TIME OF INSTALLATION. NOTE:
UPON RECEIPT OF ALL S/O MERCHANDISE - INSTALLER WILL CALL CUSTOMER TO SCHEDULE INSTALL n
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SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: PERSAUD Page 4 of 8 No. 0264-310792
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REF # 103
ESTIMATED INSTALL BEGIN DATE: 1210212010 ESTIMATED INSTALL END DATE: 0110112011 MERCHANDISE TO BE INSTALLED:
REF # SKU OT`! UM
DESCRIPTION R05 225-523 21.
00 LF BASE WM631 PFJ 9116X3-1I4 R06 330-1089 1.
00 EA BRICK MOULD SETS WHITE VINYL R07 168-768 3.
00 EA 5I4X6-8 PT PREM-WEATHERSHIELD R08 1-68-335
2.'00 EA 2X6-8 PT #2 PRIME-WEATHERSHIELD R09 522-661 1.
00 EA EIO 160Z WINDOW & DOOR GREAT STUFF Rio 927-643 6.
00 LF SHOE WM127 OAK 7116x1Iil6 SO401 743-573 1.
00 EA c> 63' X 80 718° - D R.O. S0402 743-573 1.
00 EA CONTINUED SO403 743-573 1.
00 EA CONTINUED SO404 743-573 1.
00 EA CONTINUED SO405 743-573 1.
00 EA CONTINUED SO406 743-573 1.
00 EA CONTINUED SO407 743-573 1.
00 EA CONTINUED SO408 743-573 1.
00 EA CONTINUED SO409 743.573 1.
00 EA CONTINUED SO410 743-573 1.
00 EA CONTINUED SO411 743-573 1.
00 EA CONTINUED SO412 743-573 1.
00 EA CONTINUED SO413 743-573 1.
00 EA CONTINUED SO414 743 573 1.
00 EARCONTINUED SO415 743-573 1.
00 EA HGFN SO416 743.573 1.
00 EA H{3FN BASIC INSTALLATION LABOR: 1n°
CONTINUirQ ON NEXT
PAGE "' Page 4 of 8
No. 0264-310792 Customer Copy
SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: PERSAUD Page 5 of 8 No. 026-310792
i ConnnuoM
REF #103
L
SKU DESCRIPTION QTY UM TAX PRICE EACH E
a 140-762 1 EXTERIOR DOORS - NAT/PREHUNG DOOR UP TO 72 X 801 1.001 EA I N 1 $420 00
CUSTOM LABOR SELECTED INCLUDES - n
OPTION DESCRIPTION QTY UM TAX PRICE EACH I:
1 CHANGING FROM DOOR WITH S10ELITES TO DOUBLE DOOR-- OOR FRAME IN OPENING. ADD 1.00 EA N $125.00JAMBEXTENSION, TRIM IN WITH WIDE CASING. FURNISH AND INSTALL BACK BOPARD TO
m MAKE UP WIDTH.
INSTALLATION SITE NAME: I DIANNE PERSALID INSTALL LABOR CHARGE:
ADDRESS: 121 ROYALTY CIRCLE TRIP CHARGE:
CITY: SANFORD I STATE: FL ZIP: 32771 CREDIT FOR DEPOSIT/MEASURE:
COUNTY: SEMINOLE SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR - N k e o
PHONE: 407 221-26B9 ALTERNATE PHONE: 407 949-6202
BASIC INSTALLA71ON LABOR INCLUDES:
PRE-INSTALLATJONJOSSITE INSPECTION (CUSTOMER PROVIDES)
DELIVERY BY INSTALLER OF ALL JOe-RELATED MATERIALS ...JOBSITE CLEAN-UP AND INSPECTION OF FINISHED JOB WITHDREMOVEANDHAULAWAYEXISTINGDOORUNITCUSTOMER
INSTALL NEW SLAB OR PRE -HUNG EXTERIOR DOOR UNIT HIGH RISE CHARGE ONLY ON APPLIED INSTALLATIONS ABOVE 3RD
INSTALLER TO PROVIDE NECESSARY FASTEN ERS,SHIMS,$CAULKING STORY,
fNSTALL MARDWARE INCLUDING LOCKSET, PEEPHOLES, KICK
PLATE, MAIL SLOT, DOOR KNOCKER (CUSTOMER PROVIDES)
DRILL HOLE IN -JAMB FOR ALAM WIRING IN SAME LOCATIONAS
EXISTING DOOR
ADJUST DOOR TO ENSURE PROPER OPERATION
7 ...INSTALL NEW INTERIOR CASING AND EXTERIOR TFIMI BRtCKMOLD
AA
UNLESS STATED ABOVE THIS INSTALLATION DOES NOT INCLUDE:
INSTALL DOORS OVER 723f96' ...
PERMITS-USE383-B35FOR ALL REQUIRED PERMIT FEES7 ...
INSTALL FIXED ARCHED TRANSOM LITE IN EXISTING OPENING ...DISCONNECT AND RECONNECT OF SERURITY SYSTEMJWIRING
T... PIE PAI R CARPENTRY TO EXISTING OPENING
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E
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SPECIAL SERVICES CUSTOMER INVOICE - Continued
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STUCCO PATCH (MINOR CHIP AND PATCH INCLUDED)
HOW THE PROCESS OF PURCHASING AN INSTALLATION WORKS:
SELECT.NEEDED MERCHANDISE WITH HOME DEPOT ASSOCIATE.
BASED ON YOUR ESTIMATE OF THE DOORS DIMENSIONS, WE WILL
ESTIMATE THE TOTAL COST OFYOUR INSTALLATION. IF'
ACCEPTABLE, YOU WILL PAY A FEE FOR AN INSTALLER TO
SFrE INSPECTION(MEASURp PRIOR TO PROCESSING YOUR ORDER,
CONDUCT A SITE INSPECTION (MEASURE} PRIOR TO PROCESSING
YOUR ORDER
THE INSTALLER WILL SCHEDULE THE JOBSITE INSPECTION TO
VERIFY THE WORK AND MATERIAL REQUIRED. AFTER THE
INSPECTION, WE WILL UPDATE YOUR QUOTE, NOTE: THIS
AIIADUNT CAN CHANGE DUE TO SPECIFIC CONDITIONS WITH YOUR
INSTALLATION.
WE WILL ORDER YOU MATERIAL( IF IT IS SPECIAL ORDER) AFTER
AFTER YOU PAY THE BALANCE OF THE PRICE FOR THE MATERIAL
AND THE INSTALLATION. WE WILL GIVE YOU AN ESTIMATED LEAD-
TIME THAT MAY CHANGE BASED ON THE AVAILABILITY OF THE
PRODUCT.
BEFORE YOUR INSTALLATION:
IF YOU HAVE AN ALARM SYSTEM, YOU MUST HAVE IT
DISCONNECTED BEFORE THE INSTALLATION BEGINS. ALSO, IT
WILL NOT BE RECONNECTED AS PART OF THIS INSTALLATION
ELECTRICITY MUST BE ACCESSIBLE TO THE WORK AREA.
DURING YOUR INSTALLATION:
AN ADULT OVER 18 YEARS OF AGE WITH THE AUTHORITY TO MAKE
DECISIONS ABOUT YOUR INSTALLATION MUST BE PRESENTDURING
TH E JOBSITE INSPECTION AND INSTALLATION I MEASURE AND
INSTALLATION.
CHILDREN AND PETS MUST BE KEPTAWAY FROM THE WORK AREA.
Page 6 of 8 @N0. 0264-310792
Last Name; PERSAUD
SPECIAL NOTES:
Customer Copy
Page 6 of s No. 0264-310792
BEFORE COMPLETING THE INSTALLATION. AIRBORNE DUST IN
OTHER PARTS OF THE HOME IS A NATURAL OCCUR ENCE AND IS
THE RESPONSIBILITY OF THE CUSTOM ER.
AFTER YOUR INSTALLATION:
IF A PERMIT IS REQUIRED,ONCE THE PERMIT IS CLOSED.YOU
WILL HAVE TO IMMEDIATELY PAINT OR STAIN ALL DOORS AND
TRIM SURFACES TO MANUFACTURER'S SPECIFICATIONS ON
UNFINISHED OR PRIMED MATERIAL.
UNFINISHED WOOD OR OTHER DOOR MATERIAL CAN SPLIT, WARP,
OR DETERIORATE IF NOT PROPERLY FINISHED. FAILURE TO DO
THIS CAN VOID THE PRODUCT WARRANTY AND WE CANNOT
GUARANTEE THE INSTALLATION. REFER TO PRODUCT MANUAL FOR
SPECIFIC WARRANTY AND MAINTENANCE INFORMATION.
OTHER INSTALLATION EXPECTATIONS:
CANCELLING APPOINTMENTS WITH INSTALLERS OR MISSING
SCHEDULED APPOINTMENTS WILL LEAD TO ADDITIONAL CHARGES.
IF UNFORESEEN LABOR IS NEEDED (E.G., REPAIR DAMAGE FROM
WATER OR TERMITES, ELECTRICAL OR PLUMBING PROBLEMS),
THERE WILL BE EXTRA CHARGES. IN SOME CASES, THIS LABOR
MAY NOT BE AVAILABLE FROM HOME DEPOT AND THE CUSTOMER
MUST HIRE THEIR OWN CONTRACTOR TO COMPLETE THE WORK.
THE INSTALLER WILL PROVIDE THE MANUFACTURER'S PRODUCT
MANUAL AND WARRANTY CARD TO THE CUSTOMER. PLEASE REFER
TO THIS FOR WARRANTY REOUI REM ENTS AND MAINTENANCE
RECOMMENDATIONS.
SERVICES NOT AVAILABLE WITH THIS INSTALLATION PROGRAM.-
ELECTRICAL WORK
WORK ON SUNDAYS OR HOLIDAYS
A..
SPECIAL SERVICES CUSTOMER INVOICE - Continued
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Last Name: PERSAUD Page 7 of 8 No. 0264-310792
REF #103
IT MAY BE NOISY DURING THE INSTALLATION OF YOUR DOORS. .-.STRUCTURAL WORK
THE INSTALLER WILL BROOM CLEAN THE IMMEDIATE WORK AREA
END OF INSTALL #1
INSTALLATION #2
REIF # 112
ESTIMATED INSTALL BEGIN DATE: 12102/2010 ESTIMATED INSTALL END DATE: 01101/20/1 BASIC INSTALLATION LABOR: SKU DESCRIPTION
OTY UM ITAXTPRICEEACH
I EXTENSION 114-442 BiJILD[NG MATERIALS
PERMIT FEE - NAT/ I 0.00 F-Al N I scl.01 1 0.00 OPTIONAL LABOR SELECTED INCLUDES: OPTION
I DESCRIPTION CITY I
LIM ITAX PRICE EACH EXTENSION 1 1 PERMIT FEE/ 160.
00l EAl N 1.00 160.00 INSTALLATION SITE NAME: I DIANNE
PERSAUD INSTALL LABOR CHARGE: 160.00 ADDRESS: 121 ROYALTY QRCLE TRIP
CHARGE: 0.00 CITY: SANFORD STATE: FL ZIP:
32771 CREDIT FOR DEPOSITIMEASURE: 0.00 COUNTY- SEMINOLE SALES TAX RATE:
7.000 TAX: Merchandise - N LABOR - hi p _ = o r 1%00
PHONE:
407 221-2689 ALTERNATE
PHONE: 407 949-6202 BASIC INSTALLATION LABOR INCLUDES: PERMIT
FEE (ENTER TOTAL DOLLAR
VALUE FROM SITE INSPECTION FORM) CAST $1.00 & RETAIL $
1.00 SPECIAL NOTES: CUSTOMER IS RESPONSIBLE
FOR THE
PAYMENT OF THE PERMIT. END OF INSTALL #2 E
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SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: PERSAUD Page 8 of 8 No. 0264-310792
FDD
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TOT-AL-CHARG ES -OF ALL -MERCI' ANDISE-&-SER CES- --- -.--- - - -
b 1 666.04
SALES TAX 0.00
TOTAL 1,666.04
BALANCE DUE 0.00
END OF ORDER No. 0264-310792
Page 8 of 8 No. 0264-310792 Customer Copy
12/3/2010 2:06 PM From: Deckerpoors Fax Number: 4072490710 Page 1 of 1
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
otal $1666.04 ETA 12/23 Ci/Sanford TP - fbgl 407 221-2689 0264 2003
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PROPERTY
APPRAISER gg s k
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VALUE SUMMARY
VALUES
2011 2010
GENERAL Working Certified
Value Method Cost/Market Cost/Market
Parcel Id: 33-19-30-50S-0000-0730
Number of Buildings 1 1Owner: PERSAUD DIANNE
Depreciated Bldg Value 120,593 127,384OWNAddr:
Depreciated EXFT Value 0 0MailingAddress: 121 ROYALTY CIR
Land Value (Market) 25,0001 25,000City,State,ZipCode: SANFORD FL 32771
Land Value Ag 0 0PropertyAddress: 121 ROYALTY CIR
Just/Market Value 145,5931 152,384SubdivisionName: CROWN COLONY SUBDIVISION
Tax District: Si-SANFORD PortablityAdj 0 0
Exemptions: Save Our Homes Adj 0 0
Dor: 01-SINGLE FAMILY Amendment 1 Ad] 0 0
Assessed Value (SOH) 145,593 152,394
Tax Estimator
2011 TAXABLE VALUE WORKING ESTIMATE
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 145,593 0 145,593
Amendment 1 adjustment is not applicable to school assessment) Schools 145,593 0 145,593
City Sanford 145,593 0 145,593
S1WM(SaintJohns Water Management) 145,593 0 145,593 County
Bonds 1 $145,593 0 145,593 The
taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. SALES
Deed
Date Book Page Amount Vacllmp Qualified SPECIAL
WARRANTY DEED 09/2010 07473 0337 $144,000 Improved No 2010 VALUE SUMMARY CERTIFICATE
OF TITLE 04/2010 07382 0279 $100 Improved No 2010 Tax Bill Amount: $2,252 FINAL
JUDGEM ENT 03/2004 05249 0369 $100 Improved No 2010 Certified Taxable Value and Taxes DOES
NOT INCLUDE NON -AD VALOREM ASSESSMENTS SPECIALWARRANTYDEED07f2003049231343 $156,700 Improved Yes WARRANTY
DEED 012003 04694 0484 $285,800 Vacant No Find
Comparable Sales within this Subdivision LAND
LEGAL DESCRIPTION Land
Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick__.';-. LOT
0 0 1.000 25,000.00 $25,000 LOT 73 CROWN COLONY SUBDIVISION PB 61 PGS 76 - 78 BUILDING
INFORMATION Bid
Num Bid Type Year Blt Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est.
Cost New
Building
1
SINGLE FAMILY 2003 9 1,120 2,694 2,250 CB/STUCCO FINISH $120,593 $124,967 SketchAppendage
I Scift GARAGE FINISHED/420 Appendage
l Scift OPEN PORCH FINISHED / 24 Appendage
l Scift UPPER STORY FINISHED / 1130 NOTE:
Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi
Finshed Permits
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 property tax will be based on Just/Market value. littp://
www.scpafl.org/web/re web.seminole county title?parcel 3319305QS00000730&c... 12/3/2010
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BCIS Home Log In User RegLstration ; Hot Topics SubMit Surcharge Stats & Fads Pubkatlons FBC Staff SCIS Site Map Links Search
Product Approval
USER: Public User
Product Anofov Menu > Product or AooBratbn Search > AooK-Wa_M > Application DetaU
FL # FL6142-RI
Application Type Revision
Code Version 2007
Application Status Approved
Comments
Archived
Product Manufacturer Plastpro Inc. / Nanya Plastics Corp.
Address/Phone/Email 5200 W CENTURY BLVD.
LOS ANGELES, CA 90045
440)969-9773 Ext16
ronoconnell@plastproinc.com
Authorized Signature Ron O'Connell
ronoconnell@plastproinc.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2012
Validated By Ryan ]. King, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL6142 RS COI CERJ OF INDEPENDENCE,pdf
Standard
101/I.S. 2
TAS 202
Year
1997
1994
Of 1 6/24/2010 5:46 A
iorioa tswining uoae urlline http: //www.ti on dabuil ding. orgipr/pr_app_dti .aspxlparam—wCTE VX(
Product Approval Method
Date.Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
10/03/2008
10/07/2008
10/19/2008
12/10/2008
FL # Model, Number or Name Description
6142.1 a. Distinction Series Up to 3'0 x 6'8 Single (X) Inswing or Outswing - Glazed
Fiberglass Door Utilizing the Snap Lite Frame
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +55.0/-60.0
Other: See INST 6142.1 and EVAL 6142.1 for any
additional size and use limitations.
Installation Instructions
FL6142 R1 II INST 6142.1.pdf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FL6142 R1 AE EVAL 6142.1.0
Created by Independent Third Party: Yes
6142.2 I b. Distinction Series Up to 3'0 x 6'8 Single with Sidelite (XO or OX) Inswing or
I{ Outswing - Glazed Fiberglass Door Utilizing the Snap Lite
Frame
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +48.0/-50.0
Other: See INST 6142.2 and EVAL 6142.2 for any
additional size and use limitations.
Installation Instructions
FL6142 RI II INST 6142.2.pdf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FL6142 R3 AE EVAL 6142.2.pdf
Created by Independent Third Party: Yes
6142.3 I c. Distinction Series Up to 3'0 x 6'8 Single with Sidelites (OXO) Inswing or
I+ Outswing - Glazed Fiberglass Door Utilizing the Snap Lite
Frame
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +48.0/-50.0
Other: See INST 6142.3 and EVAL 6142.3 for any
additional size and use limitations.
Installation Instructions
FL614R1 II INST 6142.3.Ddf Verified
By: Lyndon F. Schmidt, P.E. 43409 Created
by Independent Third Party: Yes Evaluation
Reports FL6142
RI AE EVAL 6142.3.pdf Created
by Independent Third Party: Yes 6142.
4 d. Distinction Series Up to 6'0 x 6'8 Double (XX) Inswing or Outswing - Glazed Fiberglass
Doors Utilizing the Snap Lite Frame Limits
of Use Approved
for use in HVHZ: No Approved
for use outside HVHZ: Yes Impact
Resistant: No Design
Pressure: +47.0/-47.0 Other:
See INST 6142.4 and EVAL 6142.4 for any additional
size and use limitations. Installation
Instructions FL6142
Rl_II_INST 6142.4.E Verified
By: Lyndon F. Schmidt, P.E. 43409 Created
by Independent Third Party: Yes Evaluation
Reports FL6142
R1 AE EVAL 6142.4.Ddf Created
by Independent Third Party: Yes 6142.
5 I
e.
Distinction Series Up to 6'0 x 6'8 Double with Sidelites (OXXO) Inswing or II
Outswing - Glazed Fiberglass Doors Utilizing the Snap Lite Frame
Limits
of Use Approved
for use in HVHZ: No Approved
for use outside HVHZ: Yes Impact
Resistant: No Design
Pressure: +47.0/-47.0 Other:
See INST 6142.5 and EVAL 6142.5 for any additional
size and use limitations. Installation
Instructions FL6142
Rl II INST 6142.5.pdf Verified
By: Lyndon F. Schmidt, P.E. 43409 Created
by Independent Third Party: Yes Evaluation
Reports FL6142
R1 AE EVAL 6142.5.pdf Created
by Independent Third Party: Yes 6142.
6 f. Distinction Series Up to 3'0 x 6'8 Single (X) Inswing or Outswing - Glazed Fiberglass
Door Utilizing the Lip Lite Screw Frame Limits
of Use Approved
for use in HVHZ: No Approved
for use outside HVHZ: Yes Installation
Instructions FL6142-
RI II_ INST 6142.6.pdf Verified
By: Lyndon F. Schmidt, P.E. 43409 1 ^
72 rl')d/9()10 S•AA Al
ionaa Biniaing Code Online http: //www. tl on dabdl ding. orgfpr/pr_app_dtl .aspx'?param—v(iE VX(
Impact Resistant: No
Design Pressure: +50.0/-50.0
Other: See INST 6142.6 and EVAL 6142.6 for any
additional size and use limitations.
Created by Independent Third Party: Yes
Evaluation Reports
FL6142 R1 AE EVAL 6142.6.pdf
Created by Independent Third Party: Yes
6142.7
I
g. Distinction Series Up to 3'0 x 6'8 Single with Sidelite (XO or OX) Inswing or
Outswing - Glazed Fiberglass Door Utilizing the Lip Lite
Screw Frame
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL6142 Ri II INST 6142.7.pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +50.0/-50.0 Evaluation Reports
Other: See INST 6142.7 and EVAL 6142.7 for any FL6142 R1 AE EVAL 6142.7.pdf
additional size and use limitations. Created by Independent Third Party: Yes
6142.8 h. Distinction Series Up to 3'0 x 6'8 Single with Sideiites (OXO) Inswing or
Outswing - Glazed Fiberglass Door Utilizing the Lip Lite
Screw Frame
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL6142 R1 II INST 6142.8.pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +50.0/-50.0 Evaluation Reports
Other: See INST 6142.8 and EVAL 6142.8 for any FL6142 RI AE EVAL 6142.8.odf
additional size and use limitations. Created by Independent Third Party: Yes
6142.9 11. Distinction Series Up to 6'0 x 6'8 Double (XX) Inswing or Outswing - Glazed
Fiberglass Door Utilizing the Lip Lite Screw Frame
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL6142 R1 11 INST 6142.9.pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +50.0/-50.0 Evaluation Reports
Other: See INST 6142.9 and EVAL 6142.9 for any FL6142 RI—AE EVAL 6142.9.pdf
additional size and use limitations. Created by Independent Third Party: Yes
6142.10 j. Distinction Series Up to 6'0 x 6'8 Double with Sidelites (OXXO) Inswing or
Outswing - Glazed Fiberglass Door Utilizing the Lip Lite
Screw Frame
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL6142 R1 II INST 6142.10.pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +50.0/-50.0 Evaluation Reports
Other: See INST 6142.10 and EVAL 6142.10 for any FL6142 R3 AE EVAL 6142.10.pdf
additional size and use limitations. Created by Independent Third Party: Yes
Next
Department of Community Affairs
FbrA* BuWHp Code DnShe
Codes and Standards
2555 ShuMeld Oak Boulevard
Tallahassee, Florida 32399-2100
850) 487-1824, Fax (850) 414-8436
2000-2010 The State of Florida. AA rights reserved.
Pdvagr StatMgM I -Q-0PYA9ht Sja(9M9!01 I gccessmft-Siai Mtrd I P15"-SO W TQ I Shcsiorner S r X Survey I ir.2ntact Us
Product Approval Accepts,.
w j tom:
91
V riBtgR. Saeurod
vC R.FY.
i of 3 6/24/2010 5:46 A
R W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
C P.Q. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989
Florida Board of Professional Engineers Certificate of Authorization No. 9813
Product Evaluation Report
ReportNo.: FL 6142.9 Rl
Date: October 1, 2008
Product Category: Exterior Doors
Product sub -category: Swinging Exterior Door Assemblies
Product Name: Distinction Series Glazed Fiberglass Door
Lip Lite Screw Frame Inswing / Outswing
Non -Impact"
Manufacturer: Nan Ya Plastics Corporation
Plastpro Inc.
9 Peach Tree Hill Road
Livingston, NJ 07039
Phone:800-779-0561 Facsimile:973-758-4001
Scope: This is a Product Evaluation report issued by R W Building Consultants, inc.. and Lyndon F. Schmidt,
P.E. (System ID # 1998) for Nan Ya Plastics Corporation, Plastpro Inc. based on Rule Chapter No. 9B-
72.070, Method 1 d of the State of Florida Product Approval, Department of Community Affairs -
Florida Building Commission.
RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest
in the company manufacturing or distributing the product or in any other entity.involved in the
approval process of the product named herein.
This product has been evaluated for use in locations adhering to the Florida Building Code (2007
Edition).
See Drawing No. FL-6142.9 prepared by R W Building Consultants, Inc. and signed and sealed by
Lyndon F. Schmidt, P.E. (FL # 43409) for specific use parameters.
Lyndon F. Schmidt, P.E.
FL No. 43409
October 1, 2008
R:\A - Projects\Project Foiders\Proj 801 - 900\pf893\PF 893 RBE. Word Docs - evals apps etc\6142NFL 6142.9 RI ADD
Sheet I of 3
Limitations
1. This product has been evaluated and is in compliance with the 2007 Florida Building Code
FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base
material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product is required to be
protected with an impact resistant covering that complies with Section 1609.1.2 of the 2007
FBC.
4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x
buck masonry construction.
5. Site conditions that deviate from the details of this drawing require further engineering analysis
by a licensed engineer or registered architect.
6. See drawing FL-6142.9 for size and design pressure limitations.
0010w/
Lyndon F. Schmidt, P.E.
FL No. 43409
October 1, 2008
RAA - ProjectsTroject Foiders\Proj 801 - 900\ppf8931PF 893 RIM Word Docs - evals apps etc161421 L 6142.9 RI.doc
Sheet 2 of 3
Supporting Documents
A Drawing
1. Drawing No. FL-6142.9 prepared by R W Building Consultants, Inc. (Florida Board of
Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Lyndon F.
Schmidt, P.E.
B Tests Performed
1. Testing per 101lI.S.2-97 as performed by Certified Testing Laboratories and reported in test
report numbers CTLA 900W5-3 signed by Ramesh Patel, P.E.
2. Testing per 101JI.S.2-97 as performed by Certified Testing Laboratories and reported in test
report numbers CTLA 900W5-4 signed by Ramesh Patel, P.E.
C Calculations
1. Product anchoring is in accordance with manufacturer's published recommendations as
substantiated by tested specimens reported in test report numbers CTLA 900W5-3 and. CTLA
900W54 Additional product anchor analysis for loading conditions, prepared, signed and sealed
by Lyndon F. Schmidt, P.E.
2. Buck anchor analysis for loading conditions, prepared, signed and sealed by Lyndon
F. Schmidt, P.E.
D Other
1. Certificate of Participation issued by National Accreditation & Management Institute, Inc.,
certifying that Nan Ya Plastics Corporation, Plastpro Inc is manufacturing products within a
quality assurance program that complies with ISO/EEC 17020 and Guide 53.
b5;4
Lyndon F. Schmidt, F.E.
FL No. 43409
October 1, 2008
R1A - ProjectsTroject FoldersTroj 801 - 9001pf893\FF 893 R11E. Word Docs - evals apps etc%1421FL 6142.9 Rl.doc
Sheet 3 of 3
NAN YA PLASTICS CORP.
PLASTPRO INC.
9 PEACH TREE? HILT_ ROAD
LI VINGSTON, NEW JERSEY 07039
DISTINCTION SERIES
GLAZED FIBERGLASS DOORS
LIP LITE SCREW FRAME
INSWING / OUTSWING
NON -IMPACT"
GENERAL NOTES
i. this product has been evaluated and is in compliance with the 2D07 Florida Building Code
FBC) siruch"I requirements excluding the "High Velocity Hurricane Zone" (HVHZ}.
2. Product anchcrs shall be as listed and spaced asshown on details. Anchor embedment to
base material shall be beyond wall dressing or stucco.
3, when used in areas requiring wind borne debris protection this product is required to be
protected with an impact resistant coyering that complies with Secfion 1609.1.2 of the 2007
FBC.
4. For 25(stud framing construction, anchoring of these units shall be the some as that shown
for 2x buck masonry construction
S. Site conditions that deviate from the details of this drawing require further engineering
analysis by a licensed engineer or registered architect.
TABLE OF CONTENR
HEFT# DESCRIPTION
I Typicalelevofan, design pressures, & general notes _
2 Door panel delaik
3 Hormanial cross sections
4 Vertical cross sections _
5 - Buck and frame ancharing-22X buck masonry construction _
6M Frame ancho ing - tx buck mosovy conshuctinn> -
7 Endura astragod details
8
JT
Bill of maieuals, glazing detail & components
pip000
tl
E
MOP MAX. OVERALL FRAME WIDTH
r
Z
o
s
w 0
s wis
X
O 00
bR, itt
ytflt+7t~a P1tAhAtF kLCit GZRSs SUEFS)
INSWING 74.OT x 92.OW 21.W' x 63.00" 47.0 47.0
QUTSWING 74.W' x WSW 21.W' x 63.00" 50.0 50.0
sate N.T.S.
cnra. BY: JK
ey LF5
FL-6t42.9
rr 7 or 8
34n.
AA
G) INTERIOR
55
4
437!'
Sz.
TA
hit
41)j a Q V`
XOU'MAX, (7) EXTERIOR
DOOR
PMEI, WIDTH
I HORIZONTAL CROSS SECLQN D46
21,00"MAX.
01.0, WIDTH
C-
tE INTERIOR EXTERIOR
X.
2
C4 1)
1,99"
777
DD, _11901 ANSI L 405
L3
0
N. Ci C.1,11111111
2 VER7lCALCRpAJSCTFqN
N.7.S.
2
Tg— 3
1-114'MIN.
EMB. ITYP.)
FD
cL:
fii I ' 14
j is &
7
INTERIOR t kU as
3 1
t:
4XK2
3
v
ff .9 cul
4
EXTERIOR 10 H z
0
P 4 HORIZONTAL CROSS SECTOR
3 Shown w/I X sub -buck substituting
coricrele screws forwood Screws per
1- 114" MIN. (d (d
Seclton 1714.5,4.2 of thp FBC gIEMB, (TYP,) EMB. gyp.) — — — — — — — —
NOTE:
D)
0,15" 1. As noted In the iss'! report astragal was attached D.15'
C D
to the inactive leaf with (10) #8 K 3psh sms and CISINK TCSINK (
4) #10 x 2-1 )2 pth u7,z for all 6'4r (outs mingj. gyp.) P.)
Astragal was ottoCtvead to the inactive leaf withF19) #8:x Tpsh sms and (4) 4110 x 2-1/2' pfl-k sms
O for all 6'-fr (ins-Ang). C21LUDi g2 Z
0— 102
40 INTERIOR INTERIOR
40
40 40
62 4
u — — —
0. M 12
war. 09/05/08 a
SEE EXTERIOR OKEXTERIOR uke NT-S, 9 27
t,10TE, I CHK.
ft LFF HORIZONTAL
CROSS SECTION 2--\MORIZONTAL CROSS SECTIONCROSS SECTION DPAMG NO.: sw ng
shownImaing ou'-gsr- inswing outzmg own - inswing FL-6142,9 a aho "or,oved
d. approved also approved
I"MIN. FROM )'MIN. FROM
MASONRY EDGE - MASONRY EDGE'-
TYP.j (TYP.)
o0
EXTERIOR _
1<_ INTERIOR
1 VERTICAL CROSS SECTION
4 Outswingsiown-insvving
also vpproved
EXTERIOR INTERIOR
G
2-11i' MIN. FROM 2-1/2' MIN. FROM
MASONRY EDGE MASONRY EDGE
3 VERTICAL CROSS SECTIOtN
Outswing configuration
o
a $
2-1 /2" MIN. FP.OM 2-1/2-MIN, FROM 7i
MASONRY EDGE « -- MASONRY EDGE --
TYF (TYP.)
E
40 8
Q
Za
z7
21 g
EXTERIOR INTERIOR &
0. iJ
2 VERTICAL C_ROXS Sa CTIO_N_ o
Shown w/ 1 r.. S b-buck su=Ssfilluting
SN
concrete screws for wood screws per o
Section 1714,5A.2 of the FBC
a a
EXTERIOR INTERIOR
s-
2-1/TMIN.FROM 2- 1 IT MIN. FROM
MASONRY EDGE - MASONRY EDGE --«
TYP.) (TYP.)
a VERT aL CROSS SECTION!
a Irr,ning con guration
Br LFS 3
fNG NU.: R
FL-6142.8 c 0°
4-3- —
1
6'
SEE DETAILbL7OD
MASONRY _J TYP. HEAD I MASONRY
TYP, HEAR &.
OPENING 4 JAMBS I I. OPENING
JAMBS IISEENOTEI
j" FRAME-/ NSTRAGAL ,
I
2X BUCK--, ASTRAGAL SHOWN FOR r
SHOWN FOR g REFERENCE
REFERENCE ' I
a 2X BUCK1 ONLY 11 F SEE tJOTE 2 X W
ONLY p
I
I I
SEE NOTE 2 a USEEDETAIL - I I
BUCK ANCHORING
NOTES:
HINGE JAMB FRAME ANCHORING ASTRAGAL STRIKE JAMB
MosorTi 2X buck construction
1. 114" Elco concrete Screws anchoring 2x buck require a minimum I" clearance to masonry edges. a 1-1/4"
minimum embedment and a minimum 4" clearance to adjacent concrete screws. Substitution of equal
concrete screws from a different supplier may have different edge distance and center distance
requirements. Concrete screw locations at the comers and at astragal location may be adjusted fo .maintain
the minimum edge distance to mortarjoints. If concrete screw locations noted as "MAX. ON CENTER' must be
adjusted to maintain the minimum edge distance to montorjoints, additional concrete screws may be
requfred to ensure the maximum on center dimension is not exceeded.
2. 1/4" i VY concrete screws anchoring frame andlor sill require a minimum 2-1/2" clearance to masonry edges. a
I-Il4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitufion'of equal
concrete screws from a dffferent supplier may have different edge distance and center distance
requirements. Concrete screw locations at the corners and of astragal location may be adjusted to maintain
the minimum edge costance to mortor Joints. If concrete screw locations noted as 'MAX. ON CENTER" must be
adjusted to maintain the minimum edge distance to mortarjoinis, additional concrete screws may be
required to ensure the maximum an renter dimension is not exceeded.
3. 311611W concrete screws anchoring frame andlor sill require a minimum .2-S/B" clearance to masonry edges,
a 1-1/4" minimum embedment and a minimum 2-1/4" clearance to adjacent concrete screws unless otherwise
noted by concrete screw manufacturer.
I I
SEE NOTE 3,N
DETAIL I
InsvAn con£gurotion
DETAIL 2
IA TCrJ.A ADAOLTDETAIL
SEE NOTE
HINGE DETAIL
NOTE 2
DETAIL I
Outswi ng configuration
s: N.T.S.
sr: JK
all LF'S
we NW.
FT.-6142.8
r 5 ar_i
I SEE DETAIL
y
e,
II
TYP. HEAD &
MASONRY
JS
SEE NO1 OPENNG
I
IR FRAME —
I 1 ASTRAGAL SHOWN
FOR I REFERENCE
ONLY r
1X
BUCK--, II I
SEE NOTE 1 SEE
NOTE 1 SEE
DETAIL7. 711
HINGE
JAW_ FRAMEANCHORMNG __ ASTRAGAL STRIKE JAMB masonry
I buck c mstruclian WNGE
DETAIL MATCH
8_[)EADBou Dam. SEE
NOTE 2(C) r- , NaTES
1.
114" tTW concrete screws anchoring frame and/arsBY require a minimum 2-1Y2' clearance to masonry SEE NOTE 1 edges,
a 1-114" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution
of equal concrete screws from a different supplier may.hove different edge distance and ceriter
distance requirements. Concrete screw locations at the corners and at astragal Jocawn may bo adjusted
to maintain the minimum edge distance to mortar joints, ff concrete screw locations noted as • MAX.
ON CENTER" must be adjusted to maintain the minimum edge distance to mortarjoinfs, additional concrete
screws may be required to ensure the maximum an center dimension is not exceeded. 2_
31 f 6" fTW concrete screws anchoring frame and/or At require a r7Wnimum 2-6ff clearance to masonry SEE
NOTE 2dN D3 edges,
a 1-f14" minimum embedment and a minimum 2.-1/4" clearance to adjacent concrete, screws DETAIL 1 unless
otherwise noted by concrete screw manufacturer. InsWw)g configuraflon. SEE
NOTE 1 SEE
NOTE 1 MaEfAM
1 SEE
NOTE Q
jSEENOTE 1 DETAIL
I OutsNing
carfiguration JK
m ar
LIPS 3 xiar3
No.: d FL-
6142.9 n n
r
A_ or,_{-
2.7S'
3.7
10.7
2.50"
6S'
b
6'8 ALUMINUM ASIMAGAL ASSEMBLY
By Endura Product }
Ka
1.63" —
s 1_
F, O-q
67
6 ''OPsoL%REiA' INER
MAIL: 9.3lA' Aluminum
WBW A -A
AlumhtAn nshggCd Assembly
67 VDE BOLT ROD
MATL' S'Z
A, _M.T.S.
ALUM! UM ASiRAG
JK
65 -- TGP BOLT RITAINEN apt, Dr.,
By Endum Product' 6 MAIL 43/d' HDPb
tswnNc No.:
FL— 61 Q.5
Ikr 7 OF_
BILL OF MATERIALS
ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL g ` g
A 1X BUCK SG x 0.55 WOOD 20 FINGER JOINTED PINE FRAME, HEAD &. HINGE JAMBS WOOD
B 2X BUCK SG >= 0,55 WOOD` 21 POLYFIBER JAMB COMP./ VINYL
C e MAX. SHIM SPACE 27 LATCH STRIKE PLATE STEEL
sD1 /.4' X 2.3/4" PFH ELCO CONCRETE SCREW STEEL 28 DEADBOLT PLATE STEEL o a
E MASONRY- 3,192P51 MIN, CONCRETE CONFORMING TOACI
301 OR HOLLOW BLOCK CONFORMING TO A_SLM C90
CONCRETE
30 WEATHER•STOP3647HOLAAINDU5TRIEi _,_ VINYL'm
31 OUTS WING BUMP THRESHOLD ALUM./ WOOD
F 1/A' X 2-3/A"PFH ITYI! SCREW STEEL_ 32 VINYL DOOR BOTTOM SWEEP 4362B BY HOLM IND. PVC'z
V
G
yCONCRETE
3/16" X 31/4' PFH ITW CONCRETE SCREW STEEL 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM.I WOOD 8 6 9 E B
H 1/4' x 3-1/4"PFH ITW CONCRETE SCREW STEEL 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DL1P ALUM.1 WOOD
3'
d
I I/4" X 2.1lr1"PFH ITW CONCRETE SCREW SiEEI 40 PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
J 1 /4" % 3.3/4" PFH ITW CONCRETE SCREW _ _ STEEL 41 DOOR SKIN (MIN. 0.075" THICKI RBERGLASS
K. 44X 7.-1/2"PFH WOOD SCREW STEEL d2 TOP RAIL CELLULAR PVC
L I D Y. 2-112' PFH WOOD SCREW STEEL. 43 LATCH & HINGE5TIL'E _ CELLULAR PVC
M 9 X 2-1 bV PFH WOOD SCREW STEEL 44 LOCK REINFORCEMNi WOOD
N 3/16" X 3-1 /7' PFH ITW CONCRETE SCREW STEEL 45 BOTTOM RAIL _ _ _ CELLULAR PVC
003116X1-1/7' PFH ITW CONCRETE SCREW STEEL _ 46 POLYURETHANE FOAM BY NAN YA W
POLYURETHANE
TWOOD
cc
Q .
I5
W
zI
l0X2.1/7'PFNSMSSTEEL 47 CONTINUOUS LATCH &HINGE STILE REINFORCEMENT 2
8 X 3" PSH SMS V
STEEL
44 GLAZING COMPOUND DOW 995 SILICONE 3
FLUSH BOLT STRIKE PLATE STEEL 55 LIP LITE ODLIWESTERN REFLECTIONS HP POLYPROPYLENE Q 7
Q-LON 650 WEATHER STRIP SCHLEGEL FOAM~ 56 GLAZING SPACER_ — ALUM. A r 8
COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL w
FOAM
57 8 x I-1/7' PFH LITE FRAME SCREW STEEL 9
94" % 4" BlliT HINGE 61 4-3/4' LENGTH TOP BOLT RETAINER HDPE o o 9
X I"PFH WOOD SCREW STEEL 62 9-8/4" LENGTH TOP BOLT.RETAINER _ _ ___ ALUMINUM 11
9 X 314" PFH WOOD SCREW y~-
STEEL
65 ASTRAGAL BY ENDURA PRODUCTS _ ALUMINUM 17
y
KWIKSET
KEYED ENTRY GRADE 2 STEEL 67 SLIDE BOLT ROD STEEL 18
KWIKSET DFAD80LT GRADE 2 _ fn
a
1____
44" _--j2.13" --- HEAD I
E Jamb t
33
A
UST pLE1N. T G THRfSHOIp STEEL. 4.
68.
11 4.56" _- _. T 11
2,
44'._,—..
I.-.-_.2.1'r 31 450` GLASS
1' MIN. Y)Foyfiherpmb
BITE GLASS THK. e t:
1
A9 1 /
B"
TEMPERED GLASS y ; —
AIR
SPACE OPTIONAL DECORATIVE
INSERT
SPACE 1 /
8"
TEMPERED AO A
lE 11tG iHRESHOIA GLASS 65 57
G1 I, affl DETAIL m r
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