HomeMy WebLinkAbout107 Prince Pl (2)CITY OF SANFORD PERMIT APPLICATION
Permit No.: + ' % 33
r' _
Date:
Job Address: 7 e'4'
Parcel No.: 3 3/ 9 3 0 r/ 3 0 0 C, 0 Q 9 70 (Attach Proof of Ownersh
Description of Work: 60'-
Type of Construction: v.0Hi" &4-.%
Legal Description)
cam-/^- S
Flood Zone:
Valuation of Work: S % 0 .-0 Occupancy Type: Residential Commercial Industrial
Number of Stories: Number of Dwelling Units: Zoning: Total Square Footage:
Owner: A,q 4L
Address: / l 7 ' •' ! /,
City: . e'1 State: Zip: Jo 721
Phone No.: V O7 3 3 O -J
A3J—Fax No.: .ram
Contractor: r
Address: y/
City: c•/
Phone No.: y 0 7 a3
Contact Person: ` 4
Title Holder (if other than Owner):
Address:
Bonding Company:
Address:
Mortgage Lender:_
Address:
Architect:
Address:
J /
n-ic. w 9+-ram
State: '09/ Zip: 127 7' i State License No.: cR
9 c a Fax No.:
Phone No.: YO 7 , ?a; I V % 91 60
Phone No.:
Fax No.:
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work.or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS,
POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: 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 of Florida Lien Law, FS 713.
dffi mnu
Owner/Agent is _
Produced ID
hLnA2.
Signaturre o C tractor/Agent Date
Print Contractor/A is Name
Signature of Notary -State of Florida Date
Melissa Cameron
2°
a
om :Cmission # DD079918
Expires Dec. 20, 2005
Bonded Tbru
N1111``` Arlanric Bonding Cc., Inc.
Contractor/Agent is Personally Known to Me or
Produced I D F 2(OS / 6 (o 3 q " d
APPLICATION APPROVED BY: 06 /'S' f
Personally Known to Me or
Date: :Z — L 5-7 O Z
Special Conditions:
BOONDAKY SURVEY FOR/CERTIFIED TO: Kyle M. Weststrate and ALiher Wes t9trav& .., ---
Commonwealth Land Tltle Insurance Company,"'"- Universal Land Title, Inc..- r „
Pinnacle Financial. Corporation
DESCRIPTION AS FURNISM. Lot 97, MAYFAIR OAKS, as recorded in Plat Book 50, Pages 38, 39,
40 and 41, Public Records of Seminole County, Florida.
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THESE'", LANS ARE REVIEWED AND CONDITIONALCA-- 4..LC- . e--LjnC r-j ACCEF . EL) FOR PERMIT. A PERMIT ISSUED SMALLStbE sC_ J 4;CC-NSTRUED TO BE A LICENSW TO PROCEED W114; w t TF'E V-DIRK AND NOT AS AUTHORITY TO VIOLAT
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16 P V .ON' OF THE TECHNICAL CODES. NOR SHALl
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OF A PERMIT PREVENT THE BUILDINa1 J T
A THEREAFTER REQUIRING A CORRE< 04 J
I: 7 FIRORS ON THE PLANS. CONSTRUCTIO
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RC&OUND LMPROMIM7MS HAVI KIN LOCATED Vv:ISI OT *WVAP 04CYA". NORTH I.
TM SURVEY p P"I"A"D POR TIM SOAR Rd IM OF TTSOSI C[R'7M TO AND SHOULD NOT M MUM Vro.+ IY Am QTIQR DVTRY. I • "'WAY'
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I"'A, h WOWN. ARI EAStD ON AM)MED CATUM AND ON TM LII4I SHOWN Af RAtI RIAjWr, A.R.} 1. RIVATIONt
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SECTION 3 SCREEN, VINYL 6 GLASS ROOMS
SPANS PER TABLES
COMIMMITE PANEL OR PAN
w
UPRIGHT HEIGHTS
TYPICAL SLOPED SOLID ROOF ENCLOSURE
USE SEAM To WALL DETAJL
L:
TYPICAL GABLE SOLID ROOF ENCLOSURE
Lawrence E. Bennett, P.E.
CMENG am.OEVELO/NNNfcommTANT
O. 9M AM. EOIftM OAYTONA R 3VV
Tum"am (")TW ATT4
FAX (pO R74 M
DEAL
PAGE
Q CDOPYIYGFTT Z000
I NOT TO EE IN AOOUM N WHOLE OR N PA11T WR140VT INS WIOTTEN P9FM88M Of IAWMNM E. W M ". .E.
SECTION 3 SCREEN, VINYL & GLASS ROOMS
ALTERNATE CONNECTION
DETAIL 1' x r WITH
3) 010 x 1.1/r B.M.S. INTO
SCREW BOSS
2) B10 x 1 1R' S. M. 8. INTO
SCREW BOSS
ANCHOR 1' x r PLATE TO
CONCRETE W/ 1/4' x 21/r
CONCRETE ANCHORS WITHIN
S' OF EACH 810E OF EACH
POST AND 24' O.C. MAX.
MIN. 3-1/r SLAB 2500 PSI
CONC. e x e -10 x 10 W.W.M. —
OR FIBER MESH
VAPOR BARRIER UNDER
CONCRETE
BEAM/HEADER
ANGLE CLIPS MAY BE
SUBSTITUTED FOR INTERNAL
SCREW SYSTEMS
MIN. (3) #NO x 1 1/r S.M.S.
INTO SCREW BOSS
1 • x r EXTRUSION
1-1/8' MIN. IN CONCRETE
ALTERNATE HOLLOW UPRIGHT TO BASE AND
HOLLOW UPRIGHT TO BEAM DETAIL
rxrORrxrORrSMB
POST
ANCHOR 1' x r CkV4NEL TO
CONCRETE WITH 1K' x
2-1/4'CONCRETE ANCHORS
WITHIN e' OF EACH 810E OF
EACH POST AT 24' O.C. MAX.
OR THROUGH ANGLE AT 24'
O.C. MAX.
MIN. 3-1/r SLAB 2500 PSI
CONC. exe-10x10 W.W.M. OR
FIBER MESH
VAPOR BARRIER UNDER
CONCRETE
4) 010 x 1/r S.M.S. EACH SIDE
OF POST
HEADER BEAM
HEAR OR GUSSET PLATE
i
MIN. (4) 010 x 1/r S.M.& Q
EACH POST
1' x r EXTRUSION
IAA MIN. IN CONCRETE
Lawrence E. Sennett, P.E.
P.O. WX UK •OUIW DAVTCK% K W11
me"am lo) TIT-om
iNc Na) TrT+eu
s9AL
PArOi
O COPYIegMT 7000
3-8 NOT TO M MW=UMD M W ME OR W PART Wm10UT TW WPIrMN Pgft=*N OF 1AWRIWA E. KNNETT, P.E.
Is
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SCREEN, VINYL & GLASS ROOMS SECTION 3
PAN ROOF, COMPOSITE
PANEL OR HOST STRUCTURAL
FRAMING
4) 08 x 1/2" S.1M.S. EACH SIDE
OF POST
1 x 2 TOP RAIL FOR SIDE
WALLS ONLY OR MIN. FRONT
WALL 2 x 2 ATTACHED TO
POSTWI lax V x 2" ANGLE CLIPS
EACH SIDE OF POST V
x 21 TOP RAILS FOR SIDE WALLS i
MAX &V LOAD WIDTH SHALL VE
A MAXIMUM UPRIGHT. SPACING
AS FOLLOWS . WIND
ZONE mAx UPRIGHT, SPACING ..
102
r-w 110
6-7- 120
6'-3- 130
1 s-8- 140
5'-1• 150
INTERNAL
OR EXTERNAL L'
CLIP OR'U' CHANNEL CHAIR RAIL
ATTACHED TO POST W/ MIN. (
4) #10 S.M.S. . GIRT
OR CHAIR RAIL AND KICK PLATE
20 x 2• x 0.0320 MIN.' HOLLOW
RAIL ANCHOR
1 x 2 PLATE TO CONCRETE
WITH 1/4• x Z-1/2" 1• x 2 OR 2 x 2 ATTACHED TO'' CONCRETE
ANCHORS WITHIN BOTTOM-W/ V x 1• x 2' x 1/18• 6"
OF EACH SIDE OF -EACH 0.045' ANGLE CUPS EACH POST
AT 24" O.C. MAX. OR SIDE AND MIN. (4) i 10 x 1l2- THROUGH
ANGLE AT 24" O.C. S.M.S., MAX•
1 • x i x 0.032• MIN. OPEN BACK
EXTRUSION MIN.
3-1/2" SLAB 2500 PSI CONC.
6 x 6 -10 x 10 W.W.M. a 1-11W MIN. IN CONCRETE OR
FIBER MESH VAPOR
BARRIER UNDER • CONCRETE
POST
TO BASE, GIRT AND POST TO BEAM DETAIL SCALE:
3' w V-0- Lawrence
E. Bennett, P.E. • CM&#
WNWR.oFMQ%4ffNrcaWXTANr ' P.
O. BOX 4399, SOUTH OAYTONA, FL 32121 TELEPHONE (
904) M41"4 FAX (
904) TV45M BEAL
COPYRIGHT
2001 PAGE NOT
TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3.7A
SOLID ROOF PANEL PRODUCTS SECTION 7
COMPOSITE ROOF ANCHORING DETAILS
010 x 1.11r $. M. S. OR WOOD
WOOD SCREW (1) PER
RAFTER OR TRUSS TAIL
010 X 3/4' S. M. S. OR WOOD
SCREW SPACED • 12.0. C.
ROOF PANEL TO FASCIA DETAIL
FOR MASONRY USE
1/4' x 1-1/4' TAPCON ANCHOR
OR EQUAL ® 24.O.C. FOR
WOOD USE 010 x 1-11r S.M.S.
OR WOOD SCREWS
a 12.O.C.
EXISTING TRUSS OR RAFTER
06 x Ur S.M.S. SPACED
0 r O.C. BOTH SIDES
ROOF PANEL
S x 1/Y S.M.S. SPACED
Q r O.C. BOTH SIDES
EXISTING FASCIA
CIS x 1/2' S.M.S. SPACED
9' O.C. BOTH SIDES
ROOF PANEL
EXISTING HOST STRUCTURE 88 x Ur S.M.S. SPACED
WOOD FRAME. MASONRY OR Q r O.C. BOTH SIDES
OTHER CONSTRUCTION
ROOF PANEL TO WALL DETAIL
NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA
FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS
BUTTS. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS
INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4' WASHERS OR SHALL BE
WASHER HEADED SCREWS.
HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PANSY. THE WALL
THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL
WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH
ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO, THE ANCHORS DETAILED
ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1604 FOR A
MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE.
Lawrence E. Sennett, P.E.
awmown -otvuorlllwoomarmT RQ
Olc sM. SOUTH OAYTOII a will TttErlglE
ttal 1rTri11 FAX
MIS) 7074 M MAIL
1
0 NOT
TO K REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF tAWRENCE E. BE NrETT, P.E. 1 PACE
7-
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SECTION 3
nmn-' LA; 7. 7 71 t___
M
ILLS = 3 iA K-LL _ 1AM UI L r3.! U-1 1 .: 1,0 [l Ll. 3i! [1 i lc '3n' yi
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SAMti-tAltt, Mt.lttAM MA"M tdill t:
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j M- firm ildill mmlAa t i tLjl NEUr-
Am Q idle M i& j InkiaAm t Ailm t j"m t t'im NONE
t Y AM tdili iiC AN t f. , t Jll t-tAW t-
ii mill MA"M M t AM M"= IMI- j
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S mil• uffiLdil• till tl- t jzS SmAmill IM:
jAW tb"M tl'&Ai t C t & Mkdill EWA"l t
i till G- t1, idill t_dil• it
Ai ttyl t &AM t "m i4AM t ia"m m iCri IM:
ii iA&iii MA"M t t AN t ZAM t
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mu_UP.A01ilmad" [L"[IJah,kt"ft i_'_!z:l•E:)•Vic rvia" [h""JA till__! :! :)• [L
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l k-A [Ci'd ou t ` M [L'LA [Lt,i U. A [IK A LL' 1
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Ett r/ r1' / F ill t.l Y S 1: I _!! 1: E : ) [I G i ll [i flit [Li WE l
1: % f;:'M IL Y A iL flL. [lfl+d [LY A ti11 '.!AKW!' ! [LEGS/ SLY A iLa" Iu-Y if ti : I:
1l.!: !i 1• it -flit [L Y I [i C5,1 tl : L' 1:'t_ l [YY''> [ri,i [tom [if i E i
m ETA iLflL. [L-&ii U-)A" all &W-Si Ef AAk [YaAf I i.
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Y,1 r_: z ri1QH r ic ll 1_- 1:'. E [L c ,+ it:dii [i ,= f'_i•
it ia" [LAW [L" kI A" iF I<I= U C d [L" [i-f-lid [L" tt: l ':
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1 E l• [L i ii [I iC11 [LAC. [iiCfd <L:1_' 1:J t : ]• [1 Y [Y 1 [f L•Ii [l i i I L!
21- 9 E AM [l-kid [LYE/ I-IIA [L"KI :1 ! 1: J t _1• [ilCrl fiJ [t i <L
SECTION 3
511WO GALVANIZED'ALL
THREAD' OR IWREAD ALL'
EMBEDDED IN CONCRETE OR
FASTENED TO CONCRETE W/
APPROVED CONCRETE
ANCHOR • 24' O.C. MAX. AND
WITHIN 6.OF EACH UPRIGHT
OR APPROVED ALTERNATE
ALTERNATE IW x 6'
CONCRETE SCREW THROUGH
1' x r AND ROWLOCK INTO
FIRST COURSE OF BRICKS
1) 05 0 BARS WI 3' COVER
MYP IC
SCREEN, VINYL & GLASS ROOMS
ALUMINUM FRAME SCREEN
WALL
ROWLOCK
BRICK KNEEWALL TYPES'
MORTAR REQUIRED FOR
LOAD BEARING BRICK WALL
ALTERNATE CONNECTION OF
SCREENED ENCLOSURE FOR
BRICK OR OTHER NON-
STRUCTURAL KNEE WALL.
1' WIDE x 0.063' STRAP Q
EACH POST FROM POST TO
FOOTING Wl (2) 010 x 31C -
S. M. e. STRAP TO POST AND
1)1/4' x 144' TAPCON TO
SLAB OR FOOTING
4' (NOMINAL) PATIO
CONCRETE SLAB W/
6 x 6 -10 x 10 WELDED WIRE
MESH OR FIBER MESH
CONCRETE
BRICK KNEEWALL AND FOUNDATION FOR SCREEN WALLS
r-W MIN.
BEFORE SLOPE N
TYPE
FLAT SLOPE / NO FOOTING
0-r 1120
1) 050 BAR CONT.
1) NO BAR CONT.
TYPE 11 TYPE III
MODERATE SLOPE FOOTING STEEP SLOPE FOOTING
r / 1r-1'-10' > 1'-1('
NOTES:
1. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL ENCLOSURE
EXCEEDS IW-V FROM HOST STRUCTURE THEN A TYPE 11 F TING IS REQUIRED.OZO JGREATERTWIN40080. FT. REQUIRE TYPE III FOOTIN03 , '# 7 SIL jv
2. MONOLITHIC SLABS AND FOOTINGS SHALL. BE MINIMUM 2,500 PSI CONCRETE WITH
6 x 6 -10 x 10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH.
3. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE 11 FOOTING OR
FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS.
SLAB -FOOTING DETAILS
Lawrence E. Bennett, P.E.
all a% . De>§aaNn C0AMTAW
PA. vm4EE. mim DAV TOPA R M21 T$
lJ ma oft) 707-4"4 FAx
poy 7S74m l6AL
PAGE
OOP'
YMsW am 3-
1 Q VNOT TO EE INPRODUM Mu WHME OR 04 PART MTHOUT THE WIU? U PIMMUMN OF IAVMMW f E. ITT. P.E. 0
11
f 01 Sanford, Fjo •
Building Department d
P.O. Bo)(1788 - 32 772-1788 f ' Telephone (
407) 330-5656 Fax (407)
330-5677 February 14,
2002 t Mr. &
Mrs..Weststrate 107 Prince
Place Sanford, FL
32771 RE: 107
Prince Place Dear Mr. &
Mrs. Weststrate: On January
24, 2002, the Board of Adjustment considered your request for a variance to construct a screen
room on your property located at 107 Prince Place. The Board
of Adjustment approved a 5.2-ft. rear yard variance to allow a 14.8 rear yard setback for a screen
room. Sincerely, i
Jo -
Ann
Johnson Acting Secretary
to the Board of
Adjustment The Friendly
City"
SEMINOLE COUNTY
FLORIDA'S WATVRAL CHOICE
NOTICE OF COMMENCEMENT
CERTIFIED COPS
MARYANNE MORSE
CLERK OF CIRCUIT CDURT
SEM N LE COUN F OR 6
p C ERI
t jAAe -F. =; -( MAR 1 lUU1
State ofFlorida County of Seminole
Permit No. Tax Folio No. (PID) ZE / 9 05 0 .si3 C 00 0 0 971
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter
713, Florida Statutes, the fulling information is provided in this Notice of Commencement.
DESCRIPTION OF PROPERTY (Legal description of the property and street address)
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GENERAL DESCRIPTION OF
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OWNER INFORMATION /
Name and address k y l -C. GCS ld-?`f- •f
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Interest in property (Fee Simple, Partnership, etc.)
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NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER (IF OTHER THAN OWNER)
CONTRACTOR
Name and
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SURETY (Bonding Company) i
Name and address i/ 'f c C.+r7/'t c-
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Amount of Bond
LENDER
Name and
IWRYNK NORBE, CLERK OF CIRCUIT COURT
WINOLE COUNTY
BK 04339 PG 0530
Persons within the State of Florida designated by Owner upon whom notice or otheA l6QMi&*&yfti8W as provided
by Section 713.13(1)(a)7., Florida Statutes:
Name and address
In addition to himself Owner designates 04 e4 701 of
to receive a copy of the Lienor's Notice as
provided in Section 713(l)(b), Florida Statutes.
Expiration Date of Notice of , Rfneement
The expiration date is 1 yt`Bbia 8fitar ecording unless a different date is specifi
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Sworn to a ubscir 6is• / Day of iC , 20P
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My Commission Expires:
Notary Public ;r:\`•''
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The foregoing instrument was acknowledged before me this _ day of ,DVG , 20_0L by name
of person acknowledged), who is personally known to me
or who has produced (type of identification) as inentiScation and
who did/did not take an oath.