HomeMy WebLinkAbout119 Kaywood Dr (3)CITY OF SANFORr',PERNIIT APPLICATION RECEIVED
Permit #: 0(0 I `a (X r
Date: b FEB 2 740Q6
Job Address: (19 kA 4 WOOD D21VE r SAtJF02D , FL 32=F-*t
Description of Rork: SON ROOM EFk1QL SURE
Historic District: Zoning: Value of Work: $15i QOO
Permit Type: Building \V 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 Cale. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial
Occupancy Type: Residential \V Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #: 32.19.30.5G S . 0000. 6660 (Attach Proof of Ownership & Legal Description)
Owners Name & Address: ANTHONY 4 MQN ICA TIC140NOFF
119 KA-/ W OOD D R . 3Ac N F='QRD , FL 3 7 1 Phone: 40-4 —323. 394Z
Contractor Name & Address: n..Ok IDA 5.XiV-k 1CQs, I N C ,
2,S65 PA QK D QI VE, —5AM 0IZ D, I-L 3 2`2 3 State License Number: GRC 051 0 8
Phone & Fax: ' 0-4 . 3 3--1.. 35 45 / 330 . 9554Contact Person: F-M VF_CC Rt ON E Phone: !#CJ4,R Z2.354S
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer:
Address:
Phone:
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 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.
IN. eag;=4 .
Signature ofOwner/A ent Date Sigma of Contractor/Agent Date
SST ,CCQ
Print Owner/Agent'VIrne Print Contractor/Age is Na e ,
1
Sign& re o o -State of Florida Date Signa to of Florida Date
PFY PG Eric D. Huss ,,,,,,,,,, Ericc D. HussCommission #DD187432 Commission #DD 18743Expires: Feb 24.200xontractor/Agent is Personally Know °.rP_ Owner/Agent is Personally Kngf t Mel EX ires: 2007ProducedIDFFQ` Bondedl'hru Produced ID %'o F;oe°:
p FebFeb2
Atlantic Bondug
Cagnitial
Sn,. Bonded Thru
APPLICATION APPROVED BY: Bldg:Zo ' Utilities: FD
Initial & Dat It (Initial & Date) (Initial Special
Conditions: J
IM"191IIfIlWeiliFMonaW94MaRfit"oil VMIF(M01111 -
z
Permit Number `
Parcel Identification Number37.19.3p.5G5.00D0.0
Prepared by:
r
Returnto: '1o rlrAa ,tkerto,lS ,nc.
2565 ssle rWe.
c4 , PL 3 2-4a-3
NOTICE OF COMMMNCENIENT
State of rL-0QDA
County of fIEM(I OLE.
Y€NNE WWI CLERK OF CIRCUIT COURT
INOLE COUNTY
On138 Pq 16641 t1Fg}
E Rh' S 4 °0e u60 3 '418
ORDED @e'2dt' 01:57:04 FIR
ORDINB FEES MOO
ORDED BY L NcKinlep
ttRTMED COPY
iVJP.RYANNE MORSE
CLE K OF CIRCUIT COURT'
SEMI OLE COUNTY, FLORIDA
CLM
FEB 2 8 2006
The undersigned hereby gives notice that improvement(s) will be made to certain real property, and in accordance
with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
1. Description of property (legal description of the property, and street address if available)
LEG LOT fob 4*-iNO0D 2EPr_AT P830 P65 2-.$2.9
it9 KAyhloctiD Dt21,. 5,4nI ca2t7, >=. 32}1-t
2. , General description of improvement(s)
S(;-4eWM ENCi.OslJt2E.
3. Owner information
Name A-N7400q A- M ON ICA-n C34C)rAo F;= Telephone Number 40 1--323.3048
Address 119 V-A-yWCOD DRIVE- Fax Number
5Ar4M9 j> F1 314 1 Interest in Property:
4. Fee Simple Title Hofder (if other than the owner shown above)
Name Telephone Number
Address Fax Number
5. Contractor
Name J=LD t OA 'X-I'Ei2.Ic, I /1C.
r1 Address 25 65 paR-e- D 21 V15
SA NFo2D;
6. Surety (if any)
Name
Address
7. Lender (if any)
Name
Address
Telephone Number .4n. 321. 35l S
Fax Number 4. 6; .330. 9554-
Telephone Number
Fax Number
Amount of bond $
Telephone Number
Fax Number
8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be
served as provided by §713.13(1)(a)7., Florida Statutes.
Name Telephone Number
Address Fax Number
9. In addition. to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice .
as provided in §713.13(1)(b), Florida Statutes.
Name Telephone Number
Address Fax Number
10. Expiration date of notice of commencement (the expiration date is one year from the date of recording
unless a different date is specified): /1
Date Signed Signature o er [Note: per § 3.13(1)(g), "owner
Tl HussSign
sign ...
and no one else may be permitted to P `
f emmission DD'i 97432 sign in his or her stead." t=
Expires: Feb 3007 Sworn
to and,ait scnb-eta of t7us , l-C. day of Jkca bob 2005 by who
is eisonallyknownto
R
produced_Q n as
identKati Sign
must appear below) Form
Revised: 4/98
Seminole County Property Appraiser Get Information by Parcel Number Page I of 1
DAvw JOHnsom. CFA. ASA
PROPERTY
APP'
SE1dINOLE OOIJNTY,FL
1101E. RWT,ST BAHFcvw.
rL 32"1-1468 2006
WORKING VALUE SUMMARY GENERAL
Value Method: Market Parcel
Id: 32-19-30-5GS-000040660 Number of Buildings: 1 Owner.
TICHONOFF ANTHONY A & MONICA F Depreciated Bldg Value: $117,592 Mailing
Address: 119 KAYWOOD DR Depreciated EXFT Value: $1,050 City,
StateMpCode: SANFORD FL 32771 Land Value (Market): $29,300 Property
Address: 119 KAYWOOD DR SANFORD 32771 Land Value Ag: $0 Subdivision
Name: KAYWOOD REPLAT Just/Market Value: $147,942 Tax
District: S1-SANFORD Assessed Value (SOH): $106,581 Exemptions:
OD -HOMESTEAD Exempt Value: $25,000 Dor.
01-SINGLE FAMILY Taxable Value: $81,581 Tax
Estimator 2005
VALUE SUMMARY SALES
Tax Value(wlthout SOH): $2,467 Deed
Date Book Page Amount Vac/imp Qualified 2005 Tax Bill Amount: $1,566 WARRANTY
DEED 05/1998 03435 1826 $103,000 Improved Yes Save Our Homes (SOH) Savings: $901 WARRANTY
DEED 08/1987 01875 0385 $91,000 Improved Yes 2005 Taxable Value: $78,477 Find
Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS
LAND
LEGAL DESCRIPTION Land
Assess Frontage Depth Land Unit Land PLATS: Pick... i Method
Units Price Value LEG
LOT 66 KAYWOOD REPLAT PB 30 PGS LOT
0 0 1.000 29,300.00 $29,300 27 g 28 BUILDING
INFORMATION Bid
Bid
Type Year Fixtures Base Gross Heated Ext
Wall Bid Est. Cost Num
Bit SF SF SF Value New 1
SINGLE
1987
6 1,683 2,487 1,683 CB/STUCCO $117,592 $126,443 FAMILY
FINISH Appendage /
Sgfi SCREEN PORCH FINISHED / 216 Appendage
I Sgfi GARAGE FINISHED / 552 Appendage
I SqR OPEN PORCH FINISHED / 36 EXTRA
FEATURE Description
Year Bit Units EXFT Value Est. Cost New FIREPLACE
1987 1 $1,050 $2,000 Assessed
values shown are NOT cer6Bed values and therefore are subject to change before being finalized for ad rOTE:
valoremtax purposes. If
you recently purchased a homesteaded property your next ears property tax will be based on Ju"erket value. http://
www.scpafl.org/pls/web/re web.seminole_county_title?PARCEL=3219305GS0000... 12/7/2005
POWER OF ATTORNEY
Date: 12/7/2005
I hereby name and appoint ELEANOR ELLISON
of FLORIDA EXTERIORS, INC
in fact to act for me and apply to the Sanford
Building Department for a Sunroom Permit
for work to be performed at a location described as:
Section 32 Township 19 Range 30 Lot 5GS
Sub -division Kaywood Replat
119 Kaywood Drive, Sanford, FL 32771
Address of Job)
Anthony & Monica Kichonoff Address As Above
Owner of Property and Address)
to be my lawful Attorney
and to sign my name and do all things necessary to this appointment.
permit
Block 0000-0660
ERNEST CHERRY CRC 058078
Type or print Name of Certified Contractor and Contractor's License #
Signature of Certified Contractor
The foregoing instrument was acknowledged before me this 8th day of Dec 2005
by ERNEST CHERRY -
who is personally known to me/who produced
as identification and who did not take oath.
State of Florida
County of
r,
Notarybhc, Orange County, Florida license
Eric
D. Hus Commission #
D 87432 Seal
Expires: Feb 24' 2007 Th
QondedAtlantic
na
Bonding
co., Inc.
N0, 2345,..,P. 2
OCT, 22. 2002 7: IOPM . ,.rs..
PLAT OF SURVEY
Far
ANTHONY A. T1QH0"WSNCTip$ioCsA, F. T1CHONOFF
LOW1La66, KAYW000 REPLAT according to the plan: thereof recorded in Plat Book 30,
pages 27 and 26, of the Public Records of Seminole County, Florida.
Iw, awpp rwr tll
SURVEY MMS:
1) The strmt address of the above described property is 119 Kaywood Orive
2y The above described property lies in a Flood Zore X per F1PM
9mvEYORtS CERTIFICATE
ThiO f0 t9 =Wy tt&t I tw" owdo s=w*y of the ebwe d0M WMd PTgwty rd U%*t the PUt w+ txd in
ir aaste raorses tM ss e. i Purthat certify tMt this seeta Alrt10& Tkftltiral gp =
t TWW by thm nW14M Board of Lurid surrtyur 064 to S.wtign 427.027 of We FuwLds BOst+t"- r, _ ! _
W1'_T Rmb FELT MA ECT
NO: a) a, - 278 TO
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INC. WMA F. TT 'F R.
BLAIR KITWR - P.L.$- NO, 3W PItdYIGL.E FZWMM COWMTIQH post
optic® B= 80, Shfadv Fl. Wn-= XpM TITS APB STY COWMATIM W?) =-
zw I CFIYCAm TITLE INKPA1 X CO. SURVEY
DATE: 21 + ANA4 ' MA 180
SAS SINS G -invci TL 96Z9L0b Eb:TT ZOK/bT/To
INSTALLERS LAYOUT SKETCH
VERIFY ALL FILL MEASUREMENTS BEFORE CUTTING
CUSTOMER: FLORIDA EXTERIORS
JOB NAME: TICHONOFF, ANTHONY
2" WALLS
EXISTING 4 X 4
POST (TYP)
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PqL,j 44.5 [Qa 44.5 44.5 44.5 [ 'NA
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NOT TO SCALE
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05W16869 02/20/06 FLOR—EXT
DETAILED BY. MICHAEL RANG
DESIGN CRITERIA FOR *TICHONOFF, ANTHONY* SUNROOM
1) BASIC WIND SPEED: 130 MPH
2) WIND IMPORTANCE FACTOR: 1
3) WIND EXPOSURE CATEGORY: B
4) EXPOSURE CLASS: PARTIALLY ENCLOSED
5) INTERNAL PRESSURE COEFFICIENT: 0.55
6) COMPONENTS AND CLADDING PRESSURES:
WALL ZONE: 4: +26.6 PSF, -40.0 PSF
WALL ZONE: 5: +26.6 PSF, -40.0 PSF
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NOTE: ALL OPERATING GLAZING ZO rmPRODUCTSSUPPLIEDBYTEMO
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FACIA/TRIM: N/A
INTERIOR KP: SANDSTONE
EXTERIOR KP: SANDSTONE
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ALL MULLIONS
PAGE NUMBER DESCRIPTION
COVER SHEET INDEX OF SHEETS
1 FLOOR PLAN,, ELEVATIONS and ROOF PLANS
2 2" SONROOM';. SYSTEM, -,PARTS, ,DETAjLS and NOTES
3 2" SAIR00M'' PLAN, SECTIONS and DE'Ta1LS
4 2" SUNROOM DECK and SLAB ATTACHMENT DETAILS
5 2" SUNROOM SYSTEM TABLES
6 2" SUNROOM TEMPERED GLASS WINDOW DETAILS
7 2" SUNROOM DOOR ASSEMBLY DETAILS
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ROBERT A. WAtz, PE
20400 HALL ROAD
LICENSE/ PE-on,asa
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STANDARD NON -BEARING MULLION SPACING —STANDARD BEARING MULLION SPACING
SEE TABLES DWG, 2TES5 SEE TABLES DWG. 2TES5 11 0
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SUNROOM END WALL ELEVATION SUNROOM FRONT WALL ELEVATION -==' '% ' a
TYPICAL STUDIO ROOF SUNROOM PLAN
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MULLION SPACING PER ROOF PANEL LAYOUT MULLION SPACING PER ROOF PANEL LAYOUT POSSIBLESEETABLESDWG. 2TES5 SEE TABLES DWG. 2TES5
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NOTE: DAB'
Fl. ?UARY 01, 2006
ALL SECTIONS do DETAILS REFERENCED r T A. wuz, PE
HERE ARE SHOWN ON SHEET 2TES3. / 20400 HALL ROAD
CLINTON T*., w
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2.00" "H" CHANNEL 2" WALL STUD
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2" 45' ADAPTER
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TOP TRACK / EXPANDER 2.00" HEADER 2.00" SILL
2686) (10536) .(Z (10537) 10
GENERAL NOTES & SPECIFCATIONS
1. '}IS ENCLOSURE SYSTEM IS TO BE INSTALLED UNDER THE ROOF PANEL
SHOWN ON DRAWING NO. 2TES4 OR UNDER A CODE -APPROVED EXISTING ROOF.
2. DESIGN LOADS. SEE TABLES FOR DESIGN LOADS AS SPECIFIED PER CHAPTER 16
OF THE 2OD4 FLORIDA BUILDING CODE.
3. FASTENERS SCREWS SHALL BE SIZES SHOWN AND SHALL BE STAINLESS STEEL,
ZINC PLATED, GALVANIZED STEEL OR 2024-T4 ALUMINUM.
4. ALL STRUCTURAL COMPONENTS OF THIS PATIO COVER SYSTEM (EXCEPT SOLID
PANELS) ARE OF ALLOY 3 TEMPER 6063-T5 UNLESS SPECIFICALLY NOTED
OTHERWISE.
5. ALL EXTERICR PORTIONS OF THE SOLID WALL PANEL WHCH ARE SUBJECT TO
WATER INTRUSION SHALL BE FULLY CAULKED.
6. OPENINGS IN THE WALL MAY BE COVERED WTDH A WIND BREAK MADE OF TEMPERED
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GLASS WITH A MINIMUM THO MESS OF 1/8 INCH THAT COMPLIES WITH THE CODE
7. WHERE THE ROOF PANEL SPAN IS PARALLEL TO THE EXISTING WALL OF THE
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RESIDENCE THE ADEQUACY OF THE DMING WALL SUPPORT STRUCTURE (STUDS, r'
HEADERS, BEAMS ETC.) SHALL BE VEPoFIED BY AN INDEPENDENT SOURCE FOR
THE ATTACHMENT OF THE RIDGE BEAM. THE ADEQUACY OF THE EXISTING FRAMING t5ISNOTAPARTOFTHISDESIGNORAPPROVAL
B. THE BEARING SYSTEM MULLIONS HAVE BEEN DESIGNED FOR LOAD COMBINATIONS
REQUIRED BY THE 2OD4 FLORIDA BUILDING CODE UZ ,Z ,T
9. ALL ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED g
PER THE 20D4 FLORIDA BUILDING CODE.
10, EXPAN90N ANCHORS SHALL BE 'HLTI KWIK-BOLT II" ANCHORS, 'TRU-FAST ZAMAC
NAIUN', TAPCON FASTENERS OR EQUIVALENT. THE 1/4'/ ANCHORS SHALL HAVE Q C2 C2 e
A MN" TENSION VALUE IN CONCRETE OF 565 POUNDS WOOD LAGS SHALL BE
1/4' BY 3' GALVANIZED LAG BOLTS
11. ALL EXISTING WOOD SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.49.
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12. SEE TABLES (A) AND (B) ON SHEET 2TES5 FOR DESIGN WIND LOADS
13. EVALUATION REPORT ER-5262-P WAS RENEWED TO THE 1997 UNIFORM BUILDING
CODE
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FEBRUARY 01, 2006
ROBOT A. WAL7, PE
20400 HALL ROAD
CUNTON TV., MI
LICENSE) PE-oo4o4s
2TES2
x• .I< III III 4 i i i i0i j12 SMS 0 6-O.C. MAX.
L WINDOW JAMB PER FULL HEIGHT MALE k PANEL ADAPTOR J
FEMALE PER OO PER O SOUD PANEL
O SLIDING WINDOW 0 FIXED GLAZING O SOLID WALL PAIEl ,;r
DALE / FEMALE MULLIONS W/ INTERLOCK lAl CONTINUOUS HANGNG
RAIL PER ®OR
FULL HEIGHT .
STUD PER Q
FILL HEIGHT
FEMALE PER
j6 x 1-1/4'
SMS 0 HEADER
AND SILL
TRANSOM JAMB PER
FULL HEIGHT FULL HEIGHT
MALE PER 1Q MALE PER O
B SINS 0 TOP,
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FULL HEIGHT 200'
ADAPTER PER 1Q
FULL HEIGHT
FEMALE PER 10
FULL HEIGHT J FILL HEIGHT FULL HEIGHT J ` FILL HEILtiT
FEMALE PER 02 STUD PER t 4 FEMALE PER (2 STUD PER 04
WINDOW JAMB PER @0 1 SOLID PA E1
0 SLIDING 1WNDOW o FIXED QAZING 0 SOLID WALL PANEL
FEMALE/SO TUBE -WALL STUD/FEMALE MULLIONS n
2-j14 WOOD LAG SCREWS 0 24'
O.C. TO PENETRATE SOLID
WOOD 1 3/4' MINIMUM
ROOF PANEL/WALL ATTACHMENT DD
CONT. FASCIA PER /120' SMS 0 12'O.C. MAX.
@9 W/jB SINS Ole
O.C. MAIL T k B
ROOF PAMM-n /
CONTINUOUS 07
18' MAX r
r
SEE J2)FOR PORTIONS
NOT SHOWN HERE
BEARING WALL SECTION
8 SMS 0 FULL HEIGHT VERTICAL r je SMS 0 FULL HEIGHT VERTICAL #
2
SMS 0
62' O.C. TYP RACEWAY PER ® 1 6Y O.0 TYP RACEWAY PER ® O 62' O.C. TYP RACEWAY PER ®
CAL
8 sMS 0 TOP,
BOTTOM k 0 24'
O.C. BETWEEN
HEIGHTERD ' l HEIGHT STANDARD-{' l EPET ANDAR FEMALE
RD Fi I FEMALE PER FEMALPERO FULL
HEIGHT S.C. FULL HEIGHT D.S.S. JAMB
PER ® JAMB PER® RACEWAY
CAP PER ® FULL
HEIGHT TRANSOM JAMB
PER ® FULL
HEIGHT TRANSOM—J JAMB
PER ® RACEWAY
CAP PER ® RACEWAY
CAP PER FULL
HEIGHT 200' ADAPTER
PER @ SOLID PANE, O
SLIDING 1WNDOW FEMALE /
RACEWAY / FEMALE MULLIONS 0
FIXED GLAZING 0 SOLID WALL PANEL tem
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ALUM. ROOF CLEAT #Bx1/2' LG. SINS
0 6'O.C. LAMINATED
ROOF SFAIANT
f PANEL SEE NOTE j1 INNER
VINYL ROOF CLEAT ROOF
PANEL SPLICE l C J 14
WOOD SCREWS OR
TOGGLE BOLTS 0
16'O.C. ICU
FULL
HEIGHT PER
02 EXISTING
RESIDENCE
8
SMs 0 TOP
k BOTTOM R
48'O.C, BETWEEN
SOLID
WALLJ PANEL
OR MALE
PER 1Q CONNECTION
A HOUSE l l FULL
HEIGHT MALE PER Q OR
SOLID PANEL A
FULL
HEIGHT CORNER PER
CORNER
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CV
t1 FEBRUARY
01. 2005 OBERT
A. WAL2, PE M400
HALL ROAD 1NTON
TWP., MI 2TES3
12x4" SMS W/3/4" O.D. ALUMINUM WASHER
NEOPRENE INSERT SPACED ® 6" O.C.
CONTINUOUS PANEL GUTTER
W/#8 SMS 0 12"O.C. TOP &
BOTTQM TO ROOF PANEL
SEE 1
TOP EXPANDER SHALL —
BEAR FIRMLY ON MULLION
SECTION PRIOR TO INSTAL-
LATION OF FASTENERS
1/4'4 EXPANSION ANCHORS
FOR 130 MPH WIND SPEEDS
LOCATE 1-ANCHOR OR TAPCON3 1/,
SIDE OF MULLION AND AT 16"
ON CENTER BETWEEN EACH MULLION.
BASE/WALL CAP
SAME AS BEARING
TO MULLION
BASE/WALL CAP SPLICE
TO BE 8" MINIMUM
FROM VERTICAL MULLION
EXIST. OR NEW CONCRETE
SLAB IN GOOD CONDITION
PIERS OR FOOTINGS
PER LOCAL CODE. MIN. ® 1/4"0
ANCHORS
BEARING WALL SECTION ON CONCRETE D
1/4' X 3' LONG LAG BOLTS
FOR 130 MPH WIND SPEEDS
LOCATE 1-ANCHOR OR TAPCON 3 1/2' EACH
SIDE OF MULLION. SEE NOTE /10
2-#8 TEK SCREWS
EACH SIDE OF MULLION
AT TOP AND BOTTOM
FOR 130 MPH WIND SPEEDS
BASE/WALL CAP SEE 0 —
SAME AS BEARING EXPANDER
TO MULLION
PIERS WITH TIE DOWNS
PER LOCAL CODE.
BASE/WALL CAP SPLICE
TO BE 8' MINIMUM
FROM VERTICAL MULLION
INSULATED STRUCTURAL
DECK PANELS
ALUM. FLASHING —
BEARING WALL SECTION ON %#
TEMO NER APPROVED DECK PANELS
11 j1 -
1/4' X 3' LONG LAG BOLTS
FOR 130 MPH WIND SPEEDS
LOCATE 1-ANCHOR OR TAPCON 3 1/2' EACH
SIDE OF MULLION. SEE NOTE J10
BASE/WALL CAP SEE 7Q —
SAME AS BEARING EXPANDER
TO MULLION
BASE/WALL CAP SPLICE--,,
TO BE 8' MINIMUM
FROM VERTICAL MULLION
EXIST. OR NEW WOOD —
PIERS NTH TIE DOWNS
PER LOCAL CODE.
f DECK IN GOOD CONDITION
ALUM. FLASHING
BEARING WALL SECTION 2
ON WOOD DECK
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ROBERT A WALZ. PE
20400 HALL ROAD
CANTON TIP., MI
temocod\e-root\11x17\2FLORIDAEXTERIORS4
DAIS BNDAOlj2TES4 4OF7
TABLE "A": BEARING WALL MULLIONS
MAXIMUM MULLION TYPE
MULLION DET. QQ DET.
SPACING MAXIMUM MULLION HEIGHT
20 PSF UPLIFT LOAD, 130 MP- , WIND
36" C/C 9'-6„ 9'-9„
46" C/C 8,-31' 81-9"
56 1 2" C/C 8'-0"
1
8'-6"
MAXIMUM PANEL OVERHANG IS 1'-6"
MINIMUM ROOF PANEL SLOPE IS
112 INCH PER FOOT
temocad\e—root\11x17\2FL0RIDAEXTER10RS5.RElASEDDWG
TABLE "B": NON -BEARING WALL MULLIONS
MAXIMUM MULLION TYPE
MULLION DET. QQ 1 DET. OO
SPACING MAXIMUM MULLION HEIGHT
130 MPH WIND
36" C/C 10'-3" 10'-9„
46" C/C 9'-3" 10'-6"
56 1 2" C/C 8'-9" 10'-3"
DESIGN CRITERIA FOR FLORIDA
EYTERIOS OF SANFORD, FLORIDA
1) BASIC WIND SPEED: 130 MPH
i` 2) WIND IMPORTANCE FACTOR: 1
3) WIND EXPOSURE CATEGORY: B
4) EXPOSURE CLASS: PARTIALLY ENCLOSED
5) INTERNAL PRESSURE COEFFICIENT
COMPONENTS WIND PRESSURES:
ROOF ZONE 1: +19 PSF -37 PSF
ROOF ZONE 2
ROOF ZONE 3
WALL ZONE 4:
WALL ZONE 5:
21 PSF, -55 PSF
22 PSF, -62 PSF
26.6 PSF, -47.0 PSF
26.6 PSF, -47.0 PSF
0.55
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HAIL ROAD
i Tw, IN
2TES5
I za GLASS
nom HEADER PER u -
HORIZONTAL SASH @ —
PLASM GLIDE - 1 DUDE ON
EACH SIDE OF UPPER SASH
RAIL
6 516 DiROUGH
CERIICAL SASH INTO SCREW
CHASE N HORIZONTAL SASH
CONTINUOUS WEATHER BRUSH
ALL AROUND SASH FRAME
1/e TEMPERED GLASS —
CONTINUOUS PVC GLAZING. -
aATED N SASH FRAME
AROUND PERIMETER OF GLASS
ROLLER ASSEMBLY W/DUDE -
2 ROLLERS SEATED N LOWER
RAIL OF EMIT SASH FAME
CONTN OUS WEATHER BRUSH
AT HEADER• SILL AND CAIBS
EXTERIOR SCREEN MATERIAL
EXTERIOR SCA£E1N FRAME -
WINDOW SLL PER a -
SIDE VIEW
INSERT wDTH - SEE SCHEDULE
O2e
U
sLIDE
CONTINUOUS WEATHER BRUSH
SASH LATCH.
CONTINUOUS WEATHER BRUSH
SLOE t g
SASH UTCH SPRING
TOP VIEW
11 0
SC HORIZONTAL SC HANDLE
7579) 24 (7581) 25
temocad\e-root\llxl7\2FLORIDAEXTERIORS6
Ll
0
SC INTERLOCK
9698) 26
WIDOW HEADER PER iJ -
EXTERIOR SCREEN FRAI —
CONTNUOIS WEATHER BRUSH_
All AROUND SALT FRAME
H owwAL SASH O —
1/Y NStAQu GLASS UNR -
CONTINUOUS PM GLAZING -
SEATED N SASH FINK
AROUND PERIMETER OF GLASS
ROLLER ASSOEILY W/GLIDE -
2 ROLLERS SEATED N LDWERR
RAL OF EACH SASH FWAE
EXTERIOR SCIEDI MATERIAL .
CONTINUOUS WEATHER BRUSP
AT HEADER, SILL AND ,IAMBS
WINDOW SILL PER 11 -
SIDE
UNITS I STF g VIEW4)
CLEAR
WIDTH -
SEE SCHEDULE 15 INSERT
WIDTH -
SEE SCHEDULE SCREEN LAC( R — U
SLIDECO nNLK)
S WEATHER N SASH LATCH
L H
IG
HORIZONTAL
11882) 27
WEATHER BRUSH
SLIDE O
SASH LATCH
SPRING TOP VIEW
IG RIGHT
HANDLE 11883) 28
IG LEFT
HANDLE 11881) 29
IG INTERLOCK
11881) 30
t i
SEESCHEDULESCHEDULE
BELOW
JCTURAL MUWONS STRUCTURAL
MULLIONS ENCLOSURE SCHED. a
SEE ENCLOSURE SCHEI I I B
I
I WINDOW
INSERTS.
SEE
SCHEDULE BELOW FOR
I DIMENSIONS v
VERTICALLY
ADJUSTABL
i
HANDLES 1
ff' IDENTIFICATION
LABEL PER IBC SECTION C TYPICAL EACH 2406 ON EACH
PANE OF GLASS CORNER OF INSERT GLAZING -VERTICAL SASH
PER @ GL,4ZNG / I I II I11 ,,VERTICAL SASH PER
2e NOTCH VERTICAL SASH
MITRE VERTICAL SASH
6 SMS THROUGH
VERTICAL SMS THROUGH VERTICAL SASH INTO CENTER
SCREW SASH INTO CENTER SCREW CHASE AT HORIZONTAL
SASH CHASE AT HORIZONTAL SASH HORIZONTAL SASH PER
24 HORIZONTAL SASH PER 27 1/8" SASH
IG SASH TYPICAL SASH TO
SASH CONNECTION
ASSEMBLED WINDOW ELEVATION
GENERAL"EOUIR f.
MENTS AND CONDITIONS C. 1. TEMPERED
OG144
SUB ECT TO HUMAN IMPACT COMPLIES WITH CHAPTER 24 OF THE 2OD4 FLORIDA BUILDING CODE 2 TEMPERED GLASS
INSTALLED IN AREAS MATH BASIC 00 SPEEDS OF 130 MPH COMPLIES MATH SECTION
2410 THROUGH 2415 OF THE 2004 FLORIDA BUILDING CODE 3. THE GLASS
INSERT ASSEMBLY IS READILY REMOVABLE 4. THE OPENINGS
COMPLY WITH AAMA 101/I.S.2 AS REWIRED BY SECTION 1714.5.1 OF THE 2003 INTERNATIONAL BUILDING CODE AND WITH
SECTION R613.3 OF THE 2DO3 INTERNATIONAL RESIDENTIAL CODE INSERT REIIMAL• SLIDE
INSERT TO AN OPEN POSITION AND LIFT LIP WHILE PULLING THE BOTTOM TOWARDS THE INSIDE OF
THE ENCLOSURE LOWER THE INSERT WHILE CONTINUING TO PALL INWARD. SCREEN REIAOVAL• LIFT
ALL SCREEN LOCKS TO A HORIZONTAL POSTTION. LIFTING ON THE LOWER LEFT AND R1GHT LOCK, LIFT
UP AND PUSH THE SCREEN OUTWARD. PULL DOWN ON THE LOCKS TO REMO SCREEN FROM THE HEADER.
WINDOW SCHEDULE - TEMPERED
GLASS SYA(aNG 56.
5' C/
C WILL In x
ntl(?ir 2&188' x
62' N1UfN x nlJGT1T
26' x 60'
WIDTH z HEIGHT
25' x 59'
Q 1`OLA
225E 2 ilr'
AAT.
1 111 39,.5E 5?.
5' H 62' 44.
5'
C/
C 22875' x 62' 20.75' x 60' 19.75' x 59' 1&5Q 3325} 41.5' 62' 36' C/C
18.625' x 62' 16.5' x 60' 15.5' z 59' 1 •4 j a, U5' 62' e En J
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CV F— DATEFEBRUARY01,
20M
ROBERT A WALz
PE 20400 HALL ROAD
MNTON TIP., MI
2TES6 6OF7
2) #8 SMS ONE ON
EACH SIDE OF MULLION
BASE/TOP TRACK PER 0
2" FILL PANEL
TRANSOM SILL PER
I
1 /8" TRANSOM GLASS
TRAPEZOID HEADER
PER D2
8 SMS ® 24" O/C \
TOP SECTION DOOR
JAMB PER D1
DOOR JAMB INSULATION
DOOR TUBE PER D3
1/2" IG GLASS UNIT
RUBBER T—SPLINE
RUBBER ROLL SPLINE
I.G.S. TRIM
DOOR SWEEP PER D4
RETICULATED FOAM
RUBBER DOOR SWEEP
GASKET
DOOR THRESHOLD PER DS
BASE/TOP TRACK PER 0
SIDE CROSS SECTION
2.00" DOOR JAMB
12177A) D1
f
2.00" TRAPEZOID HEADER
12691) =
I
DOOR TUBE / ,_ DOOR SWEEP
11903) D3 , (12375A) D4
2.00" DOOR THRESHOLD
12582A) D5
8 SMS ® 24" O/C
SIDE SECTION DOOR
D1JAMBPER
DOOR JAMB INSULATION
DOOR STRIKE PLATE
SEE LOCKSET DETAIL)
BASE/TOP Tf
2" FILL PANE
TRANSOM SIL
TRAPEZOID H
PER D2
TOP SECTION
JAMB PER C
SIDE SECTION
JAMB PER C
I\_ DOOR TUBE I
FEMALE PER(
l
LOCKSET W/
DEADBOLT
f DOOR HINGE
DOOR SWEEP
DOOR THRESF
BASE/TOP TR
i
r \
DOOR TUBE PER
4" STEEL HINGE (TYP.)
3 SETS — (SEE EXPLODED
VIEW)
3/4" #10 SMS
8 PER HINGE
ACK PER
EXPLODED VIEW
STRIKE PLATE
EXTERIOR INTERIOR SIDE VIEW
LOCKSET DETAIL
ASSEMBLED DOOR GENERAL
REQUIREMENTS AND CONDITIONS
1. TEMPERED GLASS biIB.ECT "iU HUMA'n I WACT CWILIES WITH MAPTER 24 OF THE
2004 FLORIDA BLIF-MC, CODE.
2. TEMPERED GLASS WSTAWD MI AREAS WITH BASIC IMND SPUDS Or 130 MPH
COMPLIES PATH SECTION 2410 THROUGH 2415 OF THE 2004 FLORIDA BUILDING CODE
3. THE OPENNCS COVPLY AAMA 101/I S 2 AS RE011/tED( SECAA+ R613.3 OF
THE 2003 NITERNAI _ AL CODE Jd S CT10!( 1 145 GF THE 2003
N
M LLj
0 N OCo z
06
J
O Q Q
0 0 -
CV
LLJ
c:1
FEBRUARY 01. 2006
OBERT A WAL2. PE
0400 HALL ROAD
WON TWP., MI
ICEHSEOPE-ow 4m
temocod\e—root\11x17\2FLORIDAEXTERIORS7
TOP CROSS SECTION
2TES7
Gevity 9/9/05 2:27 PAGE 3/3 RightFAX
Certificate of Insurance
Thls certidoate Is Issued as a matter of Informatlon only and confers no rights upon the Cerdllcete Holder other then those provided by this policy.
This oerdllcate does not amend, emend, or after the coverage afforded by the policies described herein.
Named Insured(s);
Gevity HR. Inc and Its wholly owned subsldlarlea Including but not limited to
Gevity HR, LP; Gevity HR II, LP; Gevlty HR III, LP; Gevlty HR IV, LP;
Gevity HR V, LP; Gevity HR VI, LP; Gevity HR VII, LP; Gevlty HR Vill, LP; MARSHGevityHRIX, LP; Gevity HR X, LP; Gevity HR A, LLC; Gevity HR XII Corp.
600 301 Boulevard West Insurer Affording CoverageBradenton, Florida 34205
American Homo Assurance, Cop
Coverage$: Member of American International group,lna(AIG)
This Is to certify that the pollcy(les) of Insurance described heroin have been Issued to the Insured named herein for the policy period Indicated.
NoWthetanding any regulrement, term or condition of any omtract or other document with respect to which the Certl lcete may be Issued or may pertain,
the Insurance afforded by the polcy(les) described herein Is subject to all the terms, conditions end exclusions of such polcy(Ise).
Aggregate) Umlts shown may have bean reduced by paid claim&
type of Insurance Certlflcate Exp. Policy Number Limas
Date
Workers' 1-1 2008
RMWC0330470 Employers Unblilty
molly injury By p4ment
Compensation RMWC0330495 U000A00 each Accident
Bodily Injury By Usease
Z0001000 Pdlgr Umlt
Bodly Injury By Disease
2.000.000 Each Person
Other:
Employees Lamed To; Effective Date : 03.-aAN-2003
43990.11i'lorida zateuriora Ice
The above referenced wakerer oompeneatlon p Ilcy(les) provide(e) statutory benefits only to employees of the Named Insured(s) on such pdkrrpee), not to
the employees of any other amployer.
Notice of Cancellation: Should any of the policies described herein be cancelled before the expiration date thereof, the Insurer
affording coverage will endeavor to mall 30 daya wrttten notice to the certificate holder named herein, but failure to mall such notice
shall Impose no obligation or liability of any kind upon the Insurer affording coverage, Re agents or representatives.
Certlflcats Holder
Sanford Buildino Dept
300 North Park Ave
Sanford, FL 32771
Michael C. Welse
Authorised Representative of Marsh USA Ina.
666)443-04e9 09-SEP-200S
Phone Date Issued