HomeMy WebLinkAbout302 Reid Ct (2)RECEIVED
CITY OF SANFORD PERMTT APPLICATION NOV 2006
Permit # :
Job Address:
Description of work: Su n rBOA P"C I cl,Suro
Historic District: Zoning: Value of Work: $ 32 98/
Permit Type: Building IZ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS
Mechanical: Residential Non -Residential
Plumbing/ New Commercial: # of Fixtures _
Plumbing/New Residential: # of Water Closets
Occupancy Type: Residential
Construction Type:
Parcel q:
Owners:
Contractor Name & Address:
05-Q5-L RLDC r
Phone & Fax:
Bonding Company.
Address:
Mortgage Lender:
Address:
Addition/Alteration Change of Service Temporary Pole _
Replacement New (Duct Layout & Energy Calc. Required)
of Water & Sewer Lines # of Gas Lines
Commercial Industrial
of Stories: # of Dwelling Units:
Plumbing Repair —Residential or Commercial
Total Square Footage:
Flood Zone: (FEMA form required for other than X)
Attach Proof of Ownership & Legal Description)
2
7 7.3 Phone:
i %
State License Nummbe . t ' Ei•_ 0STO-7 W'
Contact Person:4!gM+fnrYd I lC Phone:-o'' SU C-•33
Architect/Engineer. Phone:
Address: 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 L'en Law, F5 713.
Signature of Own/Agent Date Signature -`tractor/Agent ate
elf a Y Ala Ci tc.Z
Print Owner/ nt's'Name Print Contractor nt's Name
li 0 t
O
to o -S of Florida ate Siotary-S-eofFlorida Dae Eric
D. Huss fop' ;
Commission #DD1>70407 Eric D. Huss Owner/
Agentis_Personall x-o Expires:Feb24, :"c= Commission#DD187432 Y
Wj09 Me .19, Bonded Thru Contractor/Agent is ersonaI y Kno =' a qr Produced
ID ' 't o' iAlroduced ID • ,; Expires: Feb 24, 2007 ltla
tic Bonding Co., Inclnc— 'i . , , .. r• Bonded Thru OF
f It `
Atlantic Bonding Co., Inc. APPLICATION
APPROVED BY: Special
Conditions: Zoni
Utilities: Initial &
at FD:
Initial &
Date) (Initial & Date)
I Iasi Is 11911 all n aal IN 1u 11111151111111 oil 1111111 III II III 1111111
MARYANNE ORSE, CLERK OF CIRCUIT COURT
Permit Number _ r- SEMINOLE OUNTY
Parcel Identification Number - BK 06492 g 03961 Qpg)
Prepared By: `-t 1L$ CLERK' 3 # 2006185139
Return to: Florida Exteriors, L,c. RECORDED 1/21/2006 62140W pM
2565 Park Drive RECORDIND FEES 10.00
Sanford, FL 32773 RECORDED Y H Bailey
NOTICE OF COMMENCEMENT
State of ;
County of SO_M i 17 iD
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 pro rty (legal description of the property, and street address if available) gorevt1?W Oil ta._. t,-1--)3 9T-6S
3ofjeid`Sri 1- -(
S) ,
1
2. General description o m{provemen
t.t..-L Cfrrt .tZ 2 C. CaS r'
3. Owner information
Name t--/ pS { V,Q,j l- Telephone Number LrO-- 1- 7c3%4
Addre U Fax Number
7 j-
4P-I. _'
3 Interest in Property:
4. Fee S m, ple itl"e Hofer (if ottFer thant% a owner shown above)
Name Telephone Number
Address Fax Number
5. Contractor Florida Exteriors, Inc.
Name 2565 Park Drive
Address Sanford FL 32773
6. Surety (if any)
Name
Address
7. Lender (if any)
Name
Address
Telephone Number
Fax Number
Telephone Number
Fax Number
Amount of bond $_
Telephone Number
Fax Number
407)322-3545
407)330-9554
8. Persons within the State of Florida designated by Owner upon whom notices or other documents
served as provided by 713.13(1)(a)7., Florida Statutes. 0
Name Telephone Number
Address Fax Number
OV
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. Telephone NumberName
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):
cr--
Date Sighed Sips ture of Owner [Note: 713.13(1)(g),
owner must sign... and no one else may be
permitted to sign in his or her stead."
Swom to and subscribed before me this day of Al0y , 20 h IL__ by who
is personally known to me OR produced - as
indentification. Eric
D. Huss Signa a of (notary seal must appear below) oit?
Y°.Wf Corrinission 9DD187432 Expires:
Feb 24, 2007 Bonded'
Ihn= Atlantic
Bonding Co., Inc.
LIMITED POWER OF ATTORNEY
Date: II I b
I hereby name and appoint Eleanor Ellison to be my lawful attorney in fact
to act for me and apply for an electrical permit for work to be performed at the
location described as:
i0• . S° •0000. oSSo
Property ID)
3oa -- e:.d Sc n, er d F t_
Address of job)
Owner of Property)
And to sign my name and do all things necessary to this
of Contractor)
name of Contractor and License Number)
STATE OF FLORIDA
COUNTY OF •fie-n s>_
The foregoing instrument was acknowledged before me this aL1day of app 4 ,
2006, by ;3`io-.,_CJr\ ,who is [ ]jlersonally known o me or has
produced (type of identification) as identification.
Si re of Notary ublic, State of Florida
PrintfType/Stamp Name of Notary Public
Seal)
Eric D. Huss
Y "'': Commission #DD 187430. t;xpires: Feb 24.200
y " o • Bonded 1hn
EOF
Inc. e"
Atlantic Bonding Co.,
LIMITED POWER OF ATTORNEY
Date: 11 /20/06
I hereby name and appoint Eleanor Ellison to be my lawful attorney in fact
to act for me and apply for a sunroom permit for work to be performed at the
location described as:
10-20-30-501-0000-0550
Property ID)
302 Reid Ct, Sanford, FL 32773
Address of job)
Carlos & Ruth Vega
Owner of Property)
And to sign my name and do all things necessary to this appointment.
Signature of Contractor)
Ernest Chem CRC 058078
Printed name of Contractor and License Number)
STATE OF FLORIDA
COUNTY OF 5--,M r,.4)Vp—
The foregoing instrument was acknowledged before me this day of i-A 0 Q ,
2006, by Ernest Cherry ,who is [ ] personally known to me or has
produced license (type of identification) as identification.
Signature of Notary Public, State of Florida
Seal)
Print/Type/Stamp Name of Notary Public ,A:P''., Eric D. Huss
4',4"*!
Commission #0187432
Expires: Feb 24, 2007
Ronded Thru
Atlunu, 3undmg Co., Inc.
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2
1PARCEL DETAIL
D"m JoHriSoH, CFA, ASA
PROPERTY
APP _.RAISER
SEMI 101 W PDUMT,F _
r %' r
110VE. FIRST,ST
SANFORD, FL32771-14W
407 - Ge7 7505
2006 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
Number of Buildings: 1
Parcel Id: 10-20-30-501-0000-0550
Depreciated Bldg Value: $118,870
Owner: VEGA RUTH & CARLOS R
Depreciated EXFT Value: $0
Mailing Address: 302 REID CT
Land Value (Market): $26,600
City,State,ZipCode: SANFORD FL 32773
Land Value Ag: $0
Property Address: 302 REID CT SANFORD 32773
Just/Market Value: $145,470
Subdivision Name: GROVEVIEW VILLAGE
Assessed Value (SOH): $94,607
Tax District: S1-SANFORD
Exempt Value: $25,000
Exemptions: 00-HOMESTEAD
Taxable Value: $69,607
Dor: 01-SINGLE FAMILY
Tax Estimator
2006 Notice of Proposed Property Tax
SALES
Deed Date Book Page Amount Vac/imp Qualified
WARRANTY DEED 01/2001 04007 0486 $90,700 Improved Yes
WARRANTY DEED 03/1999 03609 1235 $80,000 Improved Yes 2005 VALUE SUMMARY
WARRANTY DEED 06/1996 03093 0177 $73,900 Improved Yes
Tax Value(without SOH): $1,837
CERTIFICATE OF
01/1996 03019 0170 $44,200 Improved NoTITLE 2005 Tax Bill Amount: $1,370
WARRANTY DEED 12/1988 02026 0086 $62,000 Improved Yes Save Our Homes (SOH) Savings: $467
CERTIFICATE OF 2005 Taxable Value: $66,851
TITLE 04/1988 01952 0429 $100 Improved No DOES NOT INCLUDE NON -AD VALOREM
WARRANTY DEED 11/1984 01595 1712 $58,800 Improved Yes ASSESSMENTS
WARRANTY DEED 12/1981 01372 0103 $54,500 Improved Yes
WARRANTY DEED 08/1981 01352 1517 $478,800 Vacant No
Find Comparable Sales within this Subdivision
LAND LEGAL DESCRIPTION
Land Assess Land Unit LandFrontageDepth PLATS: Pick...
Method Units Price Value
LEG LOT 55 GROVEVIEW VILLAGE PB 19
LOT 0 0 1.000 26,600.00 $26,600 PGS 4 TO 6
BUILDING INFORMATION
Bid
Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost NewNum
ONC $
118,870 $132,0781
SINGLE
FAMILY 1981 6 1,380 2,106 1,380 BBLOCK
Appendage I Sqft OPEN PORCH FINISHED / 102
Appendage I Sqft GARAGE FINISHED / 624
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.
http://www.scpafl.orglweblre_web.seminole county_title?parcel=10203050100000550&cp... 10/04/06
00
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INSTALLERS LAYOUT SKETCH
VERIFY ALL FILL MEASUREMENTS BEFORE CUTTING
1 15/16
120"
2 0'
1 15/16
NOT TO SCALE
06W16627 11/13/06 FLOR-EXT
DETAILED BY: KELLIE PARKS
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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:
ROOF ZONE: 1:
ROOF ZONE: 2:
ROOF ZONE: 3:
WALL ZONE: 4:
WALL ZONE: 5:
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FASTENERS INTO ACQ LUMBER ROOF
PANELS: 3", 0.019, 2#, ROOF LOAD: 10 P.S.F.
FASTEN ROOF PANEL TO -
ALUMINUM CHANNEL WITH
1 /2" SCREWS AT 12" ON
TOP AND BOTTOM
METAL PREFLASH AND
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LOT 54 NI .,. w EpD
OF SA;pR
CIS
CERTIFIED TO:
SIGNATURE TITLE AND GUARANTY INCBANKOFAMERICA
FIDELITY NATIONAL TITLE INSURANCE. COMPANY OF NEW YORKRUTHANDCARLOSVEGA
I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL
NO 120294 0045 E DATED 4/17/95 AND FOUND
THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE XAREAOUTSIDE100YEARFLOOD.
BEARINGS SHOWN HEREON ARE BASED ONTHESOUTHERLYLINEOFLOT55BEINGEASTPERPLAT.
FIELD DATE:) 1 /10/01
REVISED:
SCALE: 1" = 30 FEET
vn
I
FOUND 3/4' IRON
PIPE NO NUMBER
SE CORNER LOT 54
LEGEND:
0 DENOTES SET 1/2- IRON ROD
do CAP L816393
R DENOTES RADIUS
DENOTES DELTA ANGLE
L DENOTES ARC LENGTH
CB CHORD BEARING
RIGHT OF WAY LINE
P) PER PLAT
M MEASURED
REC RECOVERED
CONCRETE
PRC POINT OF REVERSE CURVATURE
CNA CORNER NOT ACCESSIBLE
BFE BASE FLOOD ELEVATION
OHUL OVERHEAD UTILITY LINE
D\B\A DOING BUSINESS AS
LB LAND SURVEYING BUSINESS
LS LAND SURVEYOR
PRM PERMANENT REFERENCE MONUMENPCPPERMANENTCONTROLPOINTPIPOINTOFINTERSECTION
PT POINT OF TANGENCY
PC POINT OF CURVATURE
CLF CHAIN LINK FENCE
WF WOOD FENCE
TYP fYPICAL
A/C AIR CONDITIONER
CBW CONCRETE BLOCK WALLRPRADIUSPOINT
1. THE SURVEYOR HAS NOT ABSTRACTED THLANDSHOWNHEREONFOREASEMENTS. RIGHOFWAY. RESTRICTIONS OF RECORD
MAY AFFECT THE TITLE OR USE OF THE2. NO UNDERGROUND IMPROVEMENTS HAVELOCATED3. NOT VALID 'MTHETOUTTHE SIGNATURE
AS
AND THE ORIGINALRAISEDSEALOFAFLORIDALICENSEDSURVEYORANDMAPPER.
f
UL 58SL • ICC LEGACY REPORT ER-5262-P (REVIEWED UNDER 1997 UBC) • ICC LEGACY REPORT PFC-5176 • ICC EVALUATION REPORT ESR-1403 • CALIFORNIA FACTORY BUILT HOUSING CNJ-TEM 1-4 • FLORIDA PRODUCT APPROVAL 5505 • FLORIDA PRODUCT APPROVAL 3657-R1 • FLORIDA PRODUCT APPROVAL 3521-R1
FLOPoDA PRODUCT APPROVAL 6391 • CITY OF LOS ANGELES STANDARD PLAN NUMBER 6 • FLORIDA PRODUCT APPROVAL 7086 • FLORIDA PRODUCT APPROVAL 7082
PAGE NUMBER
COVER SHEET
1
2
3
4
5
6
7
SPECIFIC`, I ONS FOR
SUNROOMS AND PATIO COVERS WITH PLANS REVIEWED
3.625 INCH WALL MULLION CITY OF SAht"ORDS
NDEX
FLOOR
3.625"
3.625"
3.625"
3.625"
3.625"
3.625"
OF SHEETS ' j
PLANS, ELEVATIONS and ROOF PLANS
SUNROOM :SYSTEM ROOF DETAILS and NOTES
SUNROOM `SYSTEM WALL DETAILS
SUNROOM SYSTEM CROSS SECTION and ATTACHMENT DETAILS
SUNROOM SYSTEM WIND LOAD CALCULATIONS
SUNROOM SYSTEM WINDOW ASSEMBLY SHOP DRAWINGS
SUNROOM SYSTEM SWING DOOR ASSEMBLY SHOP DRAWINGS
0
w
w
W
0
DATE
OCTOBER M 2006
ROBERT A. WALZ PE
20400 HALL ROAD
U NTON TOP, MI
LJCE al PE-004045
G:\71x,7\FLOR-EXT\4TEMOCOVER
5100 AND SEALED
oN ,%
ROBERT A. WALZ
4TEM0
ROOF PROJECTION
I
ROOF PANEL
12" TYPICAL
ULLION SPACING NOT TO EXCEED 8 FEET
PATIO COVER END WALL ELEVATION
ROOF PROJECTION
ROOF
PANEL
j O
12" TYPICAL
ULLION SPACING NOT TO EXCEED 8 FEET
PATIO COVER END WALL ELEVATION
NOTE:
ALL SECTIONS do DETAILS REFERENCED
HERE ARE SHOWN ON SHEET 4TEMO4.
G: \11 x17\FLOR-EXT\4TEA101 NT
2o
XQ OC)
Jw NN
ROOF PANEL CD
zCD
o?
om CL J
OL•
SPACING NOT TO EXCEED 8 FEET
Al
PATIO COVER FRONT WALL ELEVATION
tA
ULLION SPACING NOT TO EXCEED 8 FEET
PATIO COVER FRONT WALL ELEVATION
EXISTING STRUCTURE
E E
OPTIONAL DOOR
O
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12" TYPICAL
VARY TO SUIT
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TYPICAL STUDIO ROOF PATIO COVER PLAN
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TYPICAL GABLE ROOF PATIO COVER PLAN
ROBERT A. WAIL, PE
20400 HALL ROAD
CUNTON TNP., MI
UCENSEIPE-O 40458
4T1OF 7 EM01
ALUMINUM CAP
ALUMINUM SKIN
0.032' ALUM
ROOF HANGING RAIL MOUNT
W/(1) 1/4' x 3' LAG SCREW
6E'' O.C. CAULX EXT. EDGES
16' METAL FLASHING
SCREW R CAULX)—
REMOVE EXISTING
DRIP EDGE
ATTACH NEW 2X6 FASCIA BOARD
WHERE REWIRED USING (2) 1/4'X3'
LAG SCREWS INTO EACH RAFTER OR TRUSS
TEMO RECOMMENDED SUNROOM
ROOF ATTACHMENT TO THE EXISTING
SOFFIT. SOFFIT REINFORCED AS SHOWN
LASHING INSTALL #6 SMS
ON CENTER
ALUMINUM SKIN FENDER WASHER 1/4' CARRIAGE BOLT
s t:•;
0.032' ALUMINUM
ROOF PANEL AT CATHEDRAL ALUMINUM SKIN
PEAK WITHOUT BEAM DETAIL
UL APPROVED FIXTURE BOX
CEILING FAN MOUNTING DETAIL
FASTENUSM NA"
SCREWS OR ADHEssrVE.
CONIM10US COYERVE
TRUSS OR RAFTER OF SNOW ! ICE SHIELD
AT 16' ON CENTER -w/ IINMIY e• SEAY LAP
INSTALL 7/16' OSEI
TO NEW 2X4
1EE00 ROOF PANELS
EXISTING TRUSS ROOF WITH
SHINGLES OVER FELT PAPER
ADD 2 x 4'S
O 12' O/C
16'
MAX
ROOF TO OVERHANG
I
EXISTING APPLICATION OF SHINGLES TO
EXTERIOR THE TEND ROOF SISTEW AS
WALL SHOWN WILL NOT VOID THE
TEMO SUNROOMS WARRANTY
REINFORCING AND ATTACHMENT DETAIL
f12 SMS 0 6.O.C. MAX.
DISTING
RESIDENCE
CONTINUOUS HANGING
RAIL PER ® OR ®
2-/14 WOOD LAG SCREWS 0 16'
O,C, TO PENETRATE SCUD
WOOD 1 3/4' MINIMUM
ROOF PANEL/WALL ATTACHMENT DF
G:\t1x17\FLOR-EXT\4TEM02NT130
SHINGLES TO ROOF PANEL
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ATTACHMENT DETAIL
EXTERIOR ROOF CLEAT f8x1/2' LG.
PANEL
S06'O.C.
LAMINATED ROOF
SFA1 ANT .— SEE NOTE /2
INTERIOR ROOF CLEAT
ROOF PANEL SPLICE `y)
1.
2.
3.
4.
5.
GENERAL NOTES & SPECIFCATIONS
THIS ENCLOSURE SYSTEM IS TO BE INSTALLED UNDER THE ROOF PANEL
SHOYM ON DRAWING NO. 4TEM04 OR UNDER A CODE -APPROVED EXSTING ROOF.
DESIGN LOADS SEE TABLES FOR DESIGN LOADS AS SPECIFIED PER THE 2004
FLORIDA BUILDING CODE AND THE 2DO4 FLORIDA RESIDENTIAL CODE
FASTENERS SCREWS SHALL BE SIZES SHOWAND SHALL BE STAINLESS STEEL.
ZINC PLATED, GALVANIZED STEEL OR 2024-T4 ALUMINUM.
ALL STRUCTURAL COMPONENTS OF THIS SUNROOM SYSTEM (EXCEPT SOLID
PANELS) ARE OF ALLOY NN TEMPER 6063-T5 UNLESS SPECIFICALLY NOTED
OTHERWISE.
ALL EXTERIOR PORTIONS OF THE SOLD WALL PANEL WHICH ARE SUBJECT TO
WATER INTRUSION SHALL BE FULLY CAULKED.
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6. OPENINGS IN THE WALL MAY BE COVERED WITH A MIND BREAK MADE OF TEMPERED w
GLASS WITH A MINIMUM THU NESS OF 1/6 INCH THAT COMPLES WITH THE CODE
7. MNERE THE ROOF PANEL SPAN IS PARALLEL TO THE EXISTING WALL OF THE w
RESIDENCE THE ADEQUACY OF THE EXISTING WALL SUPPORT STRUCTURE (STUDS, 3
FADERS, BEAMS ETC.) SHALL BE VERIFIED BY AN INDEPENDENT SOURCE FOR
THE ATTACHMENT OF THE RIDGE BEAM, THE ADEQUACY OF THE EXISTING FRAMING
IS NOT A PART OF THIS DESIGN OR APPROVAL
THE BEARING SYSTDA MULLIONS HAVE BEEN DESIGNED FOR LOAD COMBINATIONS I
N
REQUIRED BY THE 2004 FLORIDA BUNDING CODE.
S9. ALL ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED d
PER CODE j $
10. EXPANSION ANCHORS SHALL BE 'HILTI KWIK-BOLT N' ANCHORS, 'TRU-FAST ZAMAC
NAIUN', TAPCON FASTENERS OR EQUIVALENT. THE 1/4'0 ANCHORS SHALL HAVE
A MINIMUM TENSION VALUE IN CONCRETE OF 565 POUNDS WOOD LAGS SHALL BE
1/4' BY 3' GALVANIZED LAG BOLTS. m
11. ALL EXISTING WOOD SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.49.
12. SEE TABLES (A) AND (B) ON SHEET 4TEMO5 FOR DESIGN MIND LOADS
13, ASPHALT SHINGLES OR UGHT WEIGHT TILE SHINGLES NOT EXCEEDING 7 POUNDS a 25
PER SQUARE FOOT MAY BE INSTALLED ON THE ROOF PANELS IN ACCORDANCE WITH m 3
TAS 1OD-95 TEST PROCEDURE FOR WIND DRIVEN RAIN RESISTANCE OF DISCONTINUOUS ti
ROOF SYSTEMS, TEST DATED JUNE 5, 2006. REPORT w
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TABLE "A": MAXIMUM ROOF
PANEL SPANS*
DESIGN PANEL DESIGNATION
LOAD T-3-2-32 T-4.25-2-32 T-6-2-32
10 PSF
LIVE LOAD 18'-4" 23'-3" 24'-0"
130 MPH WIND
30 PSF
UPLIFT LOAD 13'-0" 15'-6" 18'-6"
130 MPH WIND
MAXIMUM PANEL OVERHANG IS 1'-6"
MINIMUM ROOF PANEL SLOPE IS 2%
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OCTOBER 06, 2006
ROBERT A WAIT. PE
20400 HALL ROAD
TON TWP., MI
4TEM02
FULL HEIGHT MALE
AND FEMALE
f8 SMS 0 TOP,
BOTTOM, k 0 24
O.C. BETWEEN
L,J8 SMS 0 TOP AND
BOTTOM CHANNEL
WINDOW JAMB
0 SIJDING WINDOW
MALE / FEMALE MULLIONS
FULL HEIGHT
FEMALE AND MALE
8 SMS 0 TOP AND
BOTTOM CHANNEL
8 SMS 0 TOP,
BOTTOM, k 0 24'
O.C. BETWEEN
FULL HEIGHT
STUD
WINDOW JAMB —
0 SLIDING WINDOW
FULL HEIGHT MALE
AND FEMALE
L/8 SMS 0 TOP Al
BOTTOM CHANNEL
TRANSOM JAMB —
0 FIXED GLAZING
FULL HEIGHT
FEMALE AND MALE
j8 SMS 0 TOP AND
BOTTOM -CHANNEL
FULL HEIGHT
STUD
TRANSOM JAMB -
0 FI GLAZING
SOLID PANEL
FULL HEIGHT MALE
AND FEMALE
L#8 SMS O BASE
AND TOP CHANEL
PANEL ADAPTER AT
SOLID WALL PANEL
nnu ivr a.nnr u
7 PANEL ADAPTER AT
r SOLID WALL PANEL
0 SOLID WALL PANEL
FULL HEIGHT FULL HEIGHT
MALE FEMALE FULL HEIGHT FULL HEIGHT
B
SMS O TOP AND
FULL HEIGHT M FEMALE
BOTTOM CHANNEL RACEWAY CAP \ 08 SMS O TOP AND \
BOTTOM CHANNEL
FULL HEIGHT
r_- :.ACEWAY CAP
8 SMS 0 TOP,
BOTTOM, k 0 24'
O.C. BETWEEN
FULL iOGHT HALE
AND TOP
CHANNEL
CORNER l u J
114 WOOD SCREK RESIDENCE
OR TOGGLE BOLTS
0 16'0.C.
i
FULL HEIGHT
FEMALE
SOLID WALL
PANEL OR
MALE
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FULL HEIGHT FULL HEIGHT
MALE #
8 SMS 0 TOP AND
FEMALE
BOTTOM CHANNEL FULL HEIGHT
T RACEWAY CAP
LFULL HEIGHT - u k==n
RACEWAY FULL HEIGHT FULL HEIGHT
WINDOW JAMB
RACEWAY RACEWAY
TRANSOM JAM
PANEL ADAPTER
0 SUDING IINDOW
MALE/RACEWAY/FEMALE MULLIONS
O a IDIN . WINDOW
SOLID PANEL
0 SO ID WAI I PANEL
G:\11x17\FLOR-EXT\4TEM03NT
FB SMS 0 TOP
AND BOTTOM CHANNEL
SIGNED AND SEALED
ON 10/05/06
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12x4" SMS W/3/4" O.D. ALUMINUM WASHER
NEOPRENE INSERT SPACED ® 6" O.C.
CONTINUOUS PANEL GUTTER
W/#8 SMS ® 12"O.C. TOP &
BOTTOM TO ROOF PANEL
BASE/WALL CAP
TOP EXPANDER SHALL
BEAR FIRMLY ON MULLION
SECTION PRIOR TO INSTAL-
LATION OF FASTENERS
1 /4"0 EXPANSION ANCHORS
130 MPH WIND SPEEDS
LOCATE 1-ANCHOR 4" EACH
SIDE OF MULLION AND AT 16" O.C.
BETWEEN EACH MULLION.
BASE/WALL CAP —
SAME AS BEARING EXPANDER
TO MULLION
BASE/WALL CAP SPLICE
TO BE 8" MINIMUM
FROM VERTICAL MULLION
EXIST. OR NEW CONCRETE —
SLAB IN GOOD CONDITION
l'-6' MAX. OVERHANG
4 d
d
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PIERS OR FOOTINGS
PER LOCAL CODE. 1" MIN. ® 1/4"0
ANCHORS
BEARING WALL SECTION pi
2-#8 TEK SCREWS
EACH SIDE OF MULLION
130 MPH WIND SPEEDS
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1/4' X 3' LONG LAG BOLTS
0 130 MPH WIND SPEEDS —
LOCATE 1-ANCHOR 4' EACH
SIDE OF MULLION AND AT 16' O.C.
BETWEEN EACH MULLION.
BASE/WALL CAP —
SAME AS BEARING EXPANDER
TO MULLION
BASE/WALL CAP SPLICE —
TO BE B' MINIMUM
FROM VERTICAL MULLION
INSULATED STRUCTURAL
DECK PANELS
ALUM. FLASHING
PIERS WITH TIE DOWNS
PER LOCAL CODE.
BEARING WALL SECTION ON 1
TEMO NER APPROVED DECK PANELS
1/4' X 3' LONG LAG BOLTS
0 130 MPH WIND SPEEDS
A A
p;*
LOCATE 1-ANCHOR 4' EACH
SIDE OF MULLION AND AT 16' O.C.
BETWEEN EACH MUWON.
BASE/WALL CAP
SAME AS BEARING EXPANDER
O
z TO MUWON
C' BASE/WALL CAP SPLICE PIERS WITH TIE DOWNS
TO BE 8' MINIMUM PER LOCAL CODE
Q FROM VERTICAL MULLION
EXIST. OR NEW WOOD
DECK IN GOOD CONDITIONOzCD
ALUM. FLASHING
z
0
a
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ON WOOD DECK
uj
to 1/4*0 EXPANSION ANCHORS
w 0 130 MPH WAND SPEEDS
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C'
w
LOCATE
MULLIO
OR 4' EACH
MUWOSIDEOF N AND AT 16' O.C.
BETWEEN EACH MULLION.
BASE/WALL CAP
SAME AS BEARING EXPANDER
TO MULLION
BASE/TOP CAP SPLICE
TO BE 8' MINIMUM
FROM VERTICAL MULLION
EXIST RETE
SLAB INRGOOD CONDNEW
ITION I WI c PIERS
OR FOOTINGS 2
PER LOCAL CODE. BEARING
WALL SECTION ON
CONCRETE SLAB _ 0
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DATE DCTOBER
M
2006 ROBERT A.
WALZ, PE 20400 HALL
ROAD CUNTON TIP.,
W V I
G: \11 x17\FLOR—EXT\4TEM04-13ONT `" V """ v ` `
ON10/`"» `I4T
E M 0 4 40F7
Wind Calculations for Standard Mullions (206 & 306)
Wind Speed (80, 90, 100, 110, 120, 130, 140, 150) 130
Exposure (B, C, D) B
Calculated Wind Pressure 27
Male —Female Mullion Male —Stud —Female Mullion Male —Raceway —Female Mullion
Maximum Mullion Height(ft) 8 Maximum Mullion Height(ft) 11 Maximum Mullion Height(ft) 14
Centroid (in) 1.8282 Centroid (in) 1.8264 Centroid (in) 1.8502
Moment of Inertia (in-4) 1.3283 Moment of Inertia (in^4) 2.4763 Moment of Inertia (in^4) 3.7152
Section Modulus (in^3) 0.7266 Section Modulus (in^3) 1.3558 Section Modulus (in^3) 2.0080
Calculated Moment (lb*in) 12960 Calculated Moment (lb*in) 24502.5 Calculated Moment (lb*in) 39690
Allowable Fb (psi) 21000 Allowable Fb (psi) 21000 Allowable Fb (psi) 21000
Calculated fb 17836.50 Calculated fb 18072.36 Calculated fb 19765.94
Section OK Section OK Section OK
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DATE
OCT06ER M 2006
RODERT A. WALZ PE
20400 HALL ROAD
CUNTON TV., Y
G:\11x17\FLOR-E'XT\4TEA1051J0NT ON 1 4TEM05
5OF7
206 AND 306 TYINDOTY
CONTMKxn WEATHER BRUSH
ALL AROUND SASH FRAME
HORRONTAL SASH
CONTINUOUS PVC GLAZING
SEATED IN SASH FRAME
AROUND PERIMETER OF CLASS
1/6' TEM1 Du GLASS
1/7' INSULATED MASS UNIT
ROLLER ASSEI6LY W/GLIDE -
2 ROLLERS SEATED N LOWER
RAIL OF EACH SASH FRAME
CONTINUOUS WEATHER BRUSH
AT HE0ADER. SILL AND .W1BS
WINDOW SILL PER
SIDE VIEW A
306 206
TOP VIEW B
temocod\e-root\11 x17-2006\4TE:MO12006
HEADER
15048)
206
SC HORIZONTAL
306
c15014>
EI(TFRIOR SCREEN MATERIAL '
FXTEIOR SCREEN FRAME
SC RIGHT HANDLE
i..... N
SC INTERLOCK
14889)
W Novo';
ASSEMBLED WINDOW ELEVATION
GENERAL REQUIREMENTS AND CONDITIONS
I. TEMPERED GLASS SUBJECT TO HUMAN IMPACT COMPLIES WITH THE 2001 CALIFORNIA BUILDING CODE AND THE 1997 UNIFORM BUILDING CODE
2 TEMPERED GLASS INSTALLED IN AREAS WITH BASIC WIND SPEEDS OF 90 MPH COMPLIES WITH THE 2001 CALIFORNIA BUILDING CODE AND THE 1997 UNIFORM BUILDING CODE
3. THE GLASS INSERT ASSEMBLY IS READILY REMOVABLE
4. THE OPENINGS COMPLY WITH AAMA 101/1.52 AS REQUIRED BY SECTION R613.3 OF THE INTERNATIONAL RESIDENTIAL CODE.
INSERT REMOVAL: SIX INSERT TO AN OPEN POSITION AND LIFT UP WHILE PULLING 7HE BOTTOM TOWARDS THE INSIDE OF THE ENCLOSURE LOWER THE INSERT WHILE CONTINUNG TO PULL INWARD,
SCREEN REMOVAL LIFT ALL SCREEN LOCKS TD A HORIZONTAL POSITION. LIFTING ON THE LOWER LEFT AM RIGHT LOCK, LIFT UP AND PUSH THE SCREEN OUTWARD. PULL DOWN ON THE LOCKS TD REMOTE: SCREEN FROM
r
SC INTERLOCK
14890)
STF
SEE
o; r
JCTURAL MULLIONS
ENCLOSURE SCHED.
i
B
SEE SCHEDULE BELOW
STRUCTURAL MULLION'
a SEE ENCLOSURE SCHE
I
i
r
WINDOW INSERTS SEE
SCHEDULE BELOW FOR
DIMENSIONS
VERIICAlLY ADJUSTABI
HANDLES
0
C
ZDENTIMATION LABEL PER IBC SECTION
2406 ON EACH PANE OF GLASS
GLAZING
SASH PER
SAS H
TYPICAL SASH
TO SASH CONNECTION
w
TYPICAL EACH
C CORHER OF WSERT
SASH PER
6 SMS THROUGH VERTICAL
SASH INTO CENTER SCREW
CHASE AT HORIZONTAL SASH
WINDOW SCHEDULE — TEMPERED GLASS
STRUCTURALMULLION
SPACING
INSERTDIMENSIONS
WIDTH x HEIGHT
INSERT IGCLEAR
GLAZINGWIDTHxHEGHT GLASS
OPENING
DIMENSIONS
1 iG PANEL
56.5' C/C 2&188' x 62' 25' x 59' 39.5/ 53.5' 62'
44.5' C/C 22.875' x 62' 19.75' x 59' 33.25/ 41.5' 62'
36' C/C 1&625' x 62' 15.5' x 59' 26.5/ U5' 62'
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JCTOBER D3, 2006
ROBERT A WALZ PE
2M HALL ROAD
CLINTON TWP., MI
4TEM06
I
2) #8 SMS ONE ON
EACH SIDE OF MULLION
BASE/TOP TRACK PER O
2" FILL PANEL
TRANSOM SILL PER 1B
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
s
2.00" DOOR JAMB 2.00" TRAPEZOID HEADER
12177A) D1 (12691) D2
If
DOOR TUBE
11903) D3
DOOR SWEEP
12375A) D4
2" FILL PANEL
TRANSOM SILL PER
TRAPEZOID HEADER
PER D2
TOP SECTION DOOR
JAMB PER D1
SIDE SECTION DOOR
JAMB PER D1
DOOR TUBE PER C
FEMALE PER 0
LOCKSET W/
DEADBOLT
DOOR HINGE
DOOR SWEEP PER
2.00" DOOR THRESHOLD
12582A) D5
FEMALE PER O
8 SMS ® 24" O/C
SIDE SECTION DOOR
JAMB PER D1
DOOR JAMB INSULATION
3/4" #10 SMS
DOOR STRIKE PLATE
SEE LOCKSET DETAIL)
DOOR TUBE PER D3
4" STEEL HINGE (TYP.)
3 SETS - (SEE EXPLODED
VIEW)
3/4" #10 SMS
8 PER HINGE
0
18
4.
j
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0
1
EXPLODED VIEW
Q 0 0
STRIKE PLATE
EXTERIOR INTERIOR SIDE VIEW
LOCKSET DETAIL
ASSEMBLED DOOR GENERAL
REQUIREMENTS AND CONDITIONS
1. TEMPERED GLASS SUBJECT TO HUMAN IMPACT COMPLIES WITH CHAPTER 24 OF THE
2004 FLORIDA BUILDING CODE
2. TEMPERED GLASS INSTALLED IN AREAS WITH BASIC WIND SPEEDS OF 130 MPH
COMPLIES 1MTH SECTION 2410 TWW 415 OF THE 2004 FLORIDA BUILDING
3, THE OPENINGS COMPLY MITH 01 E
Q41,1
THE 2003 INTERNATIONAL AND /F
INTERNATIONAL BUILDING
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ROBERT A WALZ, PE
20400 HALL ROAD
CLINTON TWP., MI
G: \11 x17\FLOR-EXT\4TEM07NT
TOP CROSS SECTION 4TEM07
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