HomeMy WebLinkAbout116 Conch Key WayCITY OF SANFORD PERMIT APPLICATION RECEIVED
Permit # : o (p-211p,45 G
Job Address: jJ La C ny1Cln V Q
Description of Work: —` ,L' Mlo ^r
Historic District: Zoning:
Date: iE /T1 C) (a
Value of work: S 3200 0.O 0
Permit Type: Building X Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole _
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial _
Occupancy Type: Residential Commercial Industrial Total Square Footage: A
Construction Type: ' # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
L=M—Al2 SalllaWl 92 WI11 VZ OI 010Ta110
f .. A M2
Contractor 141,me & Address:
rK
Phone & Fa::'-V L
Bonding Company.
Address:
Mortgage Lender:
Address:
Contact Person:
Attach Proof of Ownership & Legal Description)
Phone: IQM3
State License Number.
Ambitect/Euglueer. Phone:
Address: Fa::
5go-1 "
4J)-7-21-01
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. 1 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: 1 certify that all ofthe 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 ' verification that I will notify the owner Ve pro /rty of the requirements of Flori , 'pp Law, FS 713.
Signature of Owner/Agent D e Co
Y
Signature of n or/ gent Date
Print Owner/Agent's N e Print Contractor/Agent' a
ne
at $tSitatoFloridaDSigneoofFlodaO` ic
D
Huss Eric D.
Huss pyP0 Commission #DD187432 e' .
Owner/Agent is _
Personally _ ,—,,;je Contractor/Agent is Personal) Produced ID':. V.-,:
expires: Feb 24, 2007 Produced 1D noe; o Thna
OF OF ding
Co., Inc.
APPLICATION APPROVED BY:
Bldg: Zoning: % Utilities: FD: Initia Date) (Initial &
EOhtef (Initial & Date) Special Conditions: Commission #
DD 187432
Expires: Feb 24,
2007 Bonded Thru Atlantic
Bonding Co.,
Inc. Initial & Date)
i Jill 1111110 11101111111111 IN II IN 11 IN it 1i811 IN A 111111
Permit Number.
Parcel Identification Number DQ.19. 31.5C 1. C -, p.
ocx
Prepared by: n,ta us
Return to: Florida Exteriors, Inc.
Z565 Park Drive
Sanford, FL 3Z773
NOTICE OF CON A1ENCENIENT
MARYANNE MORSE,•CLERK OF CIRCUIT COURT
SEMINOLE COUNTY
BK 06393 Rg 0629; (lpg)
CLERK° S # 2006141517
RECORDED 09/01/2006 03:55:11 Fri
RECORDING FEES 10.00
RECORDED BY t holden
r
wrnT+1'IrA3 i+ii _'i •••
NNE
CLER F_ IT
SEMI LE N `Y.
BY LEI(•
State ofrI nr(c 2
County of v„_r V,.C> 1 p__
The undersigned hereby gives notice that improvements) will be made to certain real property, and in accordance
with Chapter 713, Florida Statutes, the following information .is provided in this Notice of Commencement.
1. Description of pro erty (legal description of the property, and street address if available)
1-04- OD + tZy Imo$ t 4 ? S 15 -
1 I U colu(, 1 - SCi.v C: r'ot, 1- L- 3`—i -7 1
2. General description of improvement( )
5L-01t_n00)vn Q1'tCLL:SIlirr2
3. Owner information
Name ..WMco1 c4 Telephone Number LAC1-3 V`5 q 43
Address 11 L., Cey.,p U;CL Fax Number
L a.7-7+ Interest in Property:
4. Fee Simple Tit e Volt' (if otAr than the owner shown above)
Name Telephone Number
Address Fax Number
5. Contractor Florida Exteriors, Inc.
Name 2565 Park Drive Telephone Number (407) 322-3545 .
Address Sanford, FL 32773
Fax Number (407) 330-9554
6. Surety (if any)
Name Telephone Number
Address Fax Number
Amount of bond $
7. Lender (if any)
Name Telephone Number
Address 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):
0
Date Signed tignature of Owner No per §713.13(1)(g), "owner
Tp must sign and no one else may be permitted top •• Eric LJ'.: IUJS Y P /-' h
Commission #0187432 sign in his or her stead.
Expires: Feb 34, 2007
Sworn to and sif cb}e' JeforeifwthitThru15dayof l ll e , 20 O (p_ by
d k.,,T 0-.)lN'"' u?S TI'1 3,n$+'s Co., Inc.
who is personally known tome OR produced
as identification.
Signature o ary (notarial seal must appear below)
Form Revised: 4/98
LIMITED POWER OF ATTORNEY
Date: 09/01 /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:
29-19-31-501-0000-2000
Property ID)
116 Conch KeyWay, Sanford, FL 32771
Address of job)
Harold Wright
Owner of Property)
And to sign my name and do all things necessary to this appointment.
v
Signature of Contractor)
Ernest Cherry CRC 058078
Printed name of Contractor and License Number)
STATE OF FLORIDA
COUNTY OF --JL-
The foregoing instrument was acknowledged before me this--Lday of SNIP4F ,
2006, by Ernest Cherry ,who is [ ] personally known to me or has
produced license (type of identification) as identification.
900>02 00*
1
Signature of Notary Public, State of Florida
Seal)
F, RC— — T41. >. Q44 h.,LS
Print/Type/Stamp Name of Notary Public
Eric D. Huss
Commission #DD187432
Expires: Feb 24, 2007
Bonded Thru
Atlantic Bonding Co., Inc.
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
i
197 x.
DAvio JOHNSON. CFA, ASA
198 r13 Y•si
PROPERTY ,., 0
APPRAISER
s
SEMINOLE COUNTY FL.
r,
1101 E. FIRST ST 296
SANFORD. FL32771-1468
Zl2
1'
407 - 665 - 7506
t
297
2006 WORKING VALUE SUMMARY
GENERAL Value Method: Market
Parcel Id: 29-19-31-501-0000-2000 Number of Buildings: 1
Owner: WRIGHT HAROLD E Depreciated Bldg Value: $154,284
Mailing Address: 116 CONCH KEYWAY Depreciated EXFT Value: $0
City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $34,000
Property Address: 116 CONCH KEY WAY SANFORD 32771 Land Value Ag: $0
Subdivision Name: CELERY KEY Just/Market Value: $188,284
Tax District: S1-SANFORD Assessed Value (SOH): $188,284
Exemptions: Exempt Value: $0
Dor: 01-SINGLE FAMILY Taxable Value: $188,284
Tax Estimator
SALES
2005 VALUE SUMMARY
Deed Date Book Page Amount Vac/Imp Qualified
2005 Tax Bill Amount: $220
WARRANTY DEED 09/2005 06011 1965 $240,900 Improved Yes
2005 Taxable Value: $11,000
DOES NOT INCLUDE NON -AD VALOREM
Find Comparable Sales within this Subdivision ASSESSMENTS
LAND LEGAL DESCRIPTION
Land Assess Frontage Depth
Land Unit Land PLATS: Pick... -
Method Units Price Value
LOT 0 0 1.000 34,000.00 $34,000 LOT 200 CELERY KEY PB 64 PGS 85 - 96
BUILDING INFORMATION
Bid Year Base Gross Living Est. Cost
Bid Type Fixtures Ext Wall Bid Value
Num Bit SF SF SF New
1
SINGLE
2005 7 1,751 2,307 1,751 CB/STUCCO $154,284 $155,059
FAMILY FINISH
Appendage / Sgft GARAGE FINISHED / 439
Appendage / Sgft OPEN PORCH FINISHED / 27
Appendage / Sgft OPEN PORCH FINISHED / 90
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed
Porch Finished,Base Semi Finshed
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.
http://www.scpafl.org/pls/web/re_web.seminole_county_title?PARCEL=291931501000020... 06/06/06
PLAT OF SURVEY
DESCRIPTION: (AS FURNISHED)
LOT 200, CELERY KEY,
AS RECORDED IN PLAT BOOK 64, PAGES 85-96, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
NOTE:
THE FINISHED FLOOR ELEVATION OF THIS
STRUCTURE MEETS OR EXCEEDS THE
THE REQUIREMENTS SET FORTH IN THE
CITY OF SANFORD CODE CHAPTER 6. SEC. 6-7(A).
FOR THE BENEFIT AND
EXCLUSIVE USE OF:
1" = 30' DHI TITLE OF
FIDELITY)
FLORIDA, TTITLE INSURANCE COMPANY OF NEW YORKGRAPHICSCALE
DHI MORTGAGE COMPANY, LTD CABANA VIEW WAY
0 15 30 HAROLD E WRIGHT 50' RIGHT OF WAY
PI
LOT 199 I
147.50' _% '? I V
I <o
32.50 S89'55'29'E ' ' 3z
3 N89'55'29'W J '
115.00' (M) it 5' DRAINAGE do UTILITY EASEMENT - 1 7•
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LOT1861 <, I plo 00 FINISH FLOOR I 001z <I __ I.y^i 1lo I 1
Z zl 1 gl I ELEVATION.15.31 1D
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7' 59.4'' 25
5' til O, G-------------_----------------- -------
L---- '•• 115,
OW (M) - 5'' DRAINAGE k UTILITY EASEMENT .- 3250' —
N89'55'29"W 147.
50' l
o
1
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PLANS
REVIEWED f
13
CITY
OF SANFORD LOT
201 OFFICE
PI
NOTE:
1.
ALL DIRECTIONS AND DISTANCES HAVE BEEN
FIELD VERIFIED AND ANY INCONSISTENCIES
HAVE BEEN NOTED ON THE SURVEY,
IF ANY. 2.
PROPERTY CORNERS SHOWN HEREON WERE SET/
FOUND ON 09-22-05, UNLESS OTHERWISE SHOWN.
3.
THE SURVEYOR HAS NOT ABSTRACTED THE LAND
SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY,
RESTRICTIONS OF RECORD WHICH MAY AFFECT
THE TITLE OR USE OF THE LAND. 4.
NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED
EXCEPT AS SHOWN. 5.
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER. I
HAVE EXAMINED THE F.LR.M. COMMUNITY PANEL NO. 120294 0065 E. DATED
04/17/95, AND FOUND THE SUBJECT PROPERTY APPEARS TO
UE IN ZONE AE, AREA WITHIN THE 100 YEAR FLOOD PLAIN. THE
SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE
CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS
SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL
CONTROL AS FURNISHED, ON
THE SOUTH UNE OF LOT 200 BEING
N89'55'29"W, PER PLAT. FIELD
DATE:) 06/16/05 SCALE'
1 = 30 FEET APPROVED
BY: SJ REVISED:
LEGEND
BUILDING
SETBACK LINE CENTERUNE
RIGHT
OF WAY LINE I1,
ZA EXISTING ELEVATION CONCRETE
LB
LICENSED BUSINESS LS
LICENSED SURVEYOR PRM
PERMANENT REFERENCE MONUMENT PCP
PERMANENT CONTROL POINT rPER
PLAT MEASURED
FND
FOUND C5//
WW CONCRETE WALK SIDEWALKCP
GPCONCRETE PAD CS
CONCRETE SLAB C
CHORD LENGTH PK
PARKER KALON R
RADIUS POC
POINT ON CURVE PSM
PROFESSIONAL SUVERYOR MAPPER FND
1 IRON ROD AND CAP NA
TN CORNER (09/22/05) QFND
NAIL AND DISC LB #5736 (09/22/05) FND
1 2 IRON ROD AND CAP LB #
5 93 (09/22/05) CNA
CORNER NOT ACCESSIBLE C
DENOTES DELTA ANGLE L
DENOTES ARC LENGTH C.
B. DENOTES CHORD BEARING PC
DENOTES POINT OF CURVATURE PI
DENOTES POINT OF INTERSECTION PRC
DENOTES POINT OF REVERSE CURVATURE PT
DENOTES POINT OF TANGENCY TYP
TYPICAL A/
C AIR CONDITIONER CBW
CONCRETE BLOCK WALL RP
RADIUS POINT OHU
OVERHEAD UTILITY LINE ID
IDENTIFICATION POL
POINT ON LINE PCC
POINT OF COMPOUND CURVE UP
UTILITY PAD REBY
CERTIFY, 'RHAT THIS BOUNDARY VEY.
SUBJECT TO THE SURVEYOR'S NOTES ITAINED
HEREON MEETS THE APPLICABLE MUM
ECHNICA.! S7ANDAP,DS' SET FORTH THE
FLOP.IDP. BOARD OF PROFESSIONAL IVEYORS
AND MAPPERS IIV CHAPTER 17-
6, FLORIDA ADIJUMISTRATIVE CODE SUANT
TO CHAPTER. 472.027, FLORIDA JOB
NO. - DRAWN
B' ASM48509
FINAL 09-22-05 SJL FORMBOARD
07/23/05 Jp PLOT
PLAN 05-03-05 RAB AMERICAN
SURVEYING & MAPPING CERTIFICATION
OF AUTHORIZATION NUMBER L91/6393 1030
N. ORLANDO AVENUE, SUITE B WINTER
PARK, FLORIDA 32789 (
407) 426-7979 JAMES JAY ALES PSM FOR
THE
FIRM
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08/23/06 FLOR-EXT DETAILED
BY: KELLIE PARKS
ELEVATICDNS
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4) EXPOSURE CLASS: PARTIALLY ENCLOSED
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EXISTING WALL H N a U.
HANGING RAIL MOUNTED .M
WITH 1 /4" X 3-1 /2" SCREWS
w
INTO EACH WALL STUD
STAGGERED TOP & BOTTOM
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I
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 CWJ-TEIA 1-4
FLORIDA PRODUCT APPROVAL 6391 • CITY OF LOS ANGELES STANDARD PLAN NUMBER 6
G:\11x17\FLOR-EXT\4TEMOCOVER
FLORIOA PRODUCT APPROVAL 7086
Oow
SPECIFICATIONS FOR
FLORIDA PRODUCT APPROVAL 5505 ' FLORIDA PRODUCT APPROVAL 3857-R1 • FLORIDA PRODUCT APPROVAL 3521-R1
00
I ra c:.
SUNROOMS AND PATIO COVERS WITH
3.625 INCH WALL MULLIONS
rs PLANS REVIEWED
PAGE NUMBER CITY OF SANFORD
COVER SHEET INDEX OF SHEETS
1 FLOOR PLANS, ELEVATIONS and ROOF PLANS ,
2 3.625 SUNROOM SYSTEM ROOF DETAILS and NOTES
3 3.625" SUN900M SYSTEM WALL DETAILS N.
4 3.625 SUNROOM SYSTEMiEM CROSS SECTION and ATTACHMENT DETAILS
5 3.625 SUNROOM SYSTEM WIND LOAD CALCULATIONS
6 3.625" SUNROOM SYSTEM WINDOW ASSEMBLY SHOP DRAWINGS
7 3.625" SUNROOM SYSTEM SWING DOOR ASSEMBLY SHOP DRAWINGS
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AUGUST 07. 2006
ROBERT A. WALZ, PE
20400 HALL ROAD
CLINTON TWP. ul
ROBERT A. WA.Z
4TEM0
COVER SHEET
o
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Cl
EXISTING STRUCTURE
ROOF PROJECTION X o % m
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APANEL
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12" TYPICAL g F
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MULLION SPACING NOT TO EXCEED 8 FEET —MULLION SPACING NOT TO EXCEED 8 FEET VARY TO SUIT <
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PATIO COVER END WALL ELEVATION PATIO COVER FRONT WALL ELEVATION TYPICAL STUDIO ROOF PATIO COVER PLAN
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ATE:
AUGUST 07, 2008
NOTE: ROBERT A. wALZ, PE
20400 HALL ROAD
ALL SECTIONS & DETAILS REFERENCED WNTON W. Ml
HERE ARE SHOWN ON SHEET 4TEMO4. u PE-W404M
M. NO.:
G:\11x17\FLOR—EXT\4TEM01NT 08 07 06 4 T E M 01
1 OF 7
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ALUMINUM CAP FLASHING INSTALL #6 SMS
AT 4" ON CENTER ALUMINUM SKIN FENDER WASHER 1/4" CARRIAGE BOLT
ALUMINUM SKIN
0.032" ALUMINUM 0.032' ALUMINUM
ROOF PANEL AT CATHEDRAL ALUMINUM SKIN
PEAK WITHOUT BEAM DETAIL
UL APPROVED FIXTURE BOX
wniW/ HANGING LAG SCREWY SHINRGLES OVER FENGTRUSS
LT
6 O.C. CAULK EXT. EDGES
16• METAL FLASHING
TRUSS OR RAFTER
SCREW k CAULK)
AT 1E' ON CENTER
REMOVE EXISTING
DRIP EDGE _
ATTACH NEW 2X6 FASCIA BOARD
WHERE REQUIRED 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
INSTALL 7 16- OSB
TO NEW 2X4
EXISTING
EXTERIOR
WALL
ROOF TO OVERHANG
REINFORCING AND ATTACHMENT DETAIL
CONTINUOUS HANGIN
RAIL PER @g OR 0
12 SMS 0 6-O.C. MAX.
2-/14 WOOD LAG SCREWS 0 16-
O.C. TO PENETRATE SOLID
WOOD 1 3/4' MINIMUM
ROOF PANEL/WALL ATTACHMENT l )
ADD 2 x 4 1 S
0 12' O/C ----
18'
MAX
CEILING FAN MOUNTING DETAIL
FASTEN 9Nx1.ES U9NQ NAA-%
SCREWS CR AOIESVE
11 I
r
i' `lE?IO ROOF PNE35
I /
APPLICATION OF SHINGLES TO
THE TEMO ROOF SYSTEM AS 33
SOWN WILL NOT VOID THE
TO SUNROOMS WARRANTYTEMO--
SHINGLES TO ROOF PANEL
ATTACHMENT DETAIL
EXTERIOR ROOF CLEAT j8x1/2' US.
SMS 0 6'O.C.
LAMINATED ROOF
PANEL SEE NOTE 12
INTERIORO• •
ROOF PANEL SPLICE lVJ
GENERAL NOTES & SPECIFICATIONS ck
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I. THIS ENCLOSURE SYSTEM IS TO BE INSTALLED UNDER THE ROOF PANEL Q N
SHOWN ON DRAWING NO. 4TES4 OR UNDER A CODE -APPROVED EXISTING ROOF. o
2. DESIGN LOADS: SEE TABLES FOR DESIGN LOADS AS SPECIFIED PER THE 20D4 M
FLORIDA BUILDING CODE AND THE 2004 FLORIDA RESIDENTIAL CODE
3. FASTENERS: SCREWS SHALL BE SIZES SHOWN AND SHALL BE STAINLESS STEEL, m LLJZINCPLATED, GALVANIZED STEEL OR 2024-T4 ALUMINUM. m
4. ALL STRUCTURAL COMPONENTS OF THIS SUNROOM SYSTEM (EXCEPT SOLID L'J
PANELS) ARE OF ALLOY do TEMPER 6D63-T5 UNLESS SPECIFICALLY NOTED w
OTHERWISE j p
5. ALL EXTERIOR PORTIONS OF THE SOLID WALL PANEL WHICH ARE SUB ECT TO
WATER INTRUSION SHALL BE FULLY CAULKED.
6. OPENINGS IN THE WALL MAY BE COVERED WITH A WIND BREAK MADE OF TEMPERED w
GLASS WITH A MINIMUM THICKNESS OF 1/8 INCH THAT COMPLIES WITH THE CODE p
7. WHERE THE ROOF PANEL SPAN IS PARALLEL TO THE EXISTING WALL OF THE
RESIDENCE THE ADEQUACY OF THE EXISING WALL SUPPORT STRUCTURE (STUDS,
HEADERS, BEAMS ETC.) SHALL BE VERIFIED BY AN INDEPENDENT SOURCE FOR
p
N 1
THE ATTACHMENT OF THE RIDGE BEAM. THE ADEQUACY OF THE EXISTING FRAMING bf
IS NOT A PART OF THIS DESIGN OR APPROVAL
THE
z
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BEARING SYSTEM MULLIONS HAVE BEEN DESIGNED FOR LOAD COMBINATIONS y
REQUIRED BY THE 20G4 FLORIDA BUILDING CODE
9. ALL ALUMINUM IN CONTACT IWTH DISSIMILAR MATERIALS SHALL BE PROTECTED of
PER CODE z1
10, EXPANSION ANCHORS SHALL BE 'HILTI KWIK-BOLT II' 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 LACS 94ALL BE
1/4- BY 3' GALVANIZED LAG BOLTS m
11. ALL EXISTING WOOD SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.49. C
12. SEE TABLES (A) AND (B) ON SHEET 4TES5 FOR DESIGN WIND LOADS.
13. ASPHALT SHINGLES OR LIGHT WEIGHT TILE SHINGLES NOT EXCEEDING 7 POUNDS s < a a
PER SQUARE FOOT MAY BE INSTALLED ON THE ROOF PANELS IN ACCORDANCE WITH m
TAS 100-95 TEST PROCEDURE FOR WIND DRIVEN RAIN RESISTANCE OF DISCONTINUOUS t wROOFSYSTEMSTESTREPORTDATED ,UNE 5, 2006.
q Y
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
old
MAXI NEL OVERHANG IS 1'-6"
MINIMUM ROOF PANEL SLOPE IS 2%
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ROBERT A WALZ, PE
20400 HALL ROAD
CLINTON TAP.. MI
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FA
SIGNED AND
ON 08/07 4TEM02
2OF7
SOLID PANEL
FULL HEIGHT MALE
AND FEMALE
FULL HEIGHT MALE
AND FEMALE
FULL HEIGHT MALE
AND FEMALE
FULL HEIGHT HALE
CR SCUD PANEL ON
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BOTTOM CHANNEL BOTTOM CHANNEL AND TOP CHANNNEL
CORNER G1 Iti
WINDOW JAMB TRANSOM JAMB PANEL ADAPTER AT o =
SOLID WALL PANEL i 7 8 U
0 SLIDING WINDOW
MALE FEMALE MUWONS
0 FIXED CLAIING
A
8 SMS 0 BASE
AND TOP CHANNEL
r
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FULL HEIGHT
FEMALE AND MALE
FULL HEIGHT
FEMALE AND MALE ' SOLID PANEL
m
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AND FEMALE
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J
OR TOGGLE BOLTS
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ATE RACEWAY LFULL
HEIGHT FULL HEIGHT AUGUST 07, 2006 T A.
WALZ, PE WINDOW JAMBRACEWAYRACEWAY
HALL ROAD
TRANSOM JAMB
PANEL ADAPTER
NTON TwP, M O SIIDING
IMNDOW 0 SLIDING
WINDOW SOLID PANEL
0 SOLID
WALL PANEL- WG NO.:
MALE/RACEWAY/
FEMALE MULLIONS 4T E M 0 3 G: \11
x17\FLOR-EXT\4TEMO3NT ON 008SIGNED /07 3OF7
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
1'-6' MAX. OVERHANG
PIERS OR FOOTINGS
PER LOCAL CODE. MIN. ® 1 /4"0
ANCHORS
BEARING WALL SECTION `J
2-#8 TEK SCREWS
EACH SIDE OF MULLION
130 MPH WIND SPEEDS
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 f
SAME AS BEARING EXPANDER
TO MULLION
BASE/WALL CAP SPLICE
TO BE 8' MINIMUM
FROM VERTICAL MULLION
INSULATED STRUCTURAL
DECK PANELS
ALUM. FLASHING
PIERS WITH TIE DOWNS
PER LOCAL CODE.
sim
BEARING WALL SECTION ON J 1
TEMO NER APPROVED DECK PANELS
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 8' MINIMUM
FROM VM11CAL MULLION
EXIST. OR NEW WOOD —
DECK IN GOOD CONDITION
ALUM. FLASHING
PIERS WITH TIE DOWNS
PER LOCAL CODE.
BEARING WALL SECTION J2
ON WOOD DECK
4f*, -., -4%_
1/4 0 EXPANSION ANCHORS
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/TOP CAP SPLICE
TO BE 8' MINIMUM PIERS OR FOOTINGS
FROM VERTICAL MULLION PER LOCAL CODE.
EXIST. OR NEW CONCRETE r-14
4
SLAB IN GOOD CONDITION
a.
BEARING WALL SECTION J03
ON CONCRETE SLAB
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DATE. -
AUGUST 07, 2006
ROBERT A WALZ, PE
20400 HALL ROAD
CUNTON TWP., M
I G:\1Ix17\FLOR-EXT\4TEM04-13ONT
9
SEALED
06 4TEM04
4OF7
Wind Calculations for Standard Mullions
Wind Speed (80,90,100,110,120,130,140,150)
Exposure (B,C,D)
Calculated Wind Pressure
Male -Female Mullion
130
b
27
Male -Stud -Female Mullion Male -Raceway -Female Mullion
g77go
IQaW
w8L=1<=
ffi
Maximum Mullion Height (ft) 8 Maximum Mullion Height (ft) 11 Maximum Mullion Height (ft) 14 co
Centroid (in) 1.8282 Centroid (in) 1.8264 Centroid (in) 1.8502
0 0
0
z s
Moment of Inertia (in^4) 1.3283 Moment of Inertia (in^4) 2.4763 Moment of Inertia (in^4) 3.7152 N J
Section Modulus (in^3) 0.7266 Section Modulus (in^3) 1.3558 Section Modulus (in^3) 2.0080 N
Calculated Moment (lb*in) 12960 Calculated Moment (lb*in) 24502.5 Calculated Moment (lb*in) 39690 M Z
Allowable Fb (psi) 21000 Allowable Fb (psi) 21000 Allowable Fb (psi) 21000
0A
AUGUST 07, 2008Calculatedfb17837Calculatedfb18072Calculatedfb19766
ROBERT A. WALZ RE
20400 HALL ROAD
Section OK Section OK Section OK
CUNTON T*., M
UGENSEI-0040458
DMG, K NO.: NO.:
G:\11x17\FL0R-EXT\4TEM05130NT 08/07/06 14TEM055OF7
CONTINUOUS WEATHER BRUSH
ALL AROUND SASH FRAME
HORIZONTAL SASH
CONTINUOUS PVC GLAZING
SEATED IN SASH FRAME
AROUND PERIMETER OF GLASS
1/6' TEMPERED GLASS
1/2• HARATED GLASS UNIT
ROLLER ASSEMBLY W/GUDE -
2 ROLLERS SEATED IN LOWER
RAIL OF EACH SASH FRAME
CONTINUOUS WEATHER BRUSH
AT HEADER, SILL AD JAMBS
WINDOW SILL PER
mF
1
1 IFwWril)
SIDE VIEW A
74rore 206
TOP VIEW B
tem ocad\e-root\11x17-2006\4TEM012006
306 WINDOW
206
306
EXTERIOR SCREEN MATERIAL
DaEFUOR SCREEN FRAME
HEADER
o"J
SC HORIZONTAL
SC RIGHT HANDLE
14888)
SC INTERLOCK
1 4889)
I, I ouo4J
ASSEMBLED WINDOW ELEVATION
GENERAL REQUIREMENTS AND CONDITIONS
1. TEMPERED GLASS SUBECT 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 CAUFORNIA BUILDING CODE AND THE 1997 UNIFORM BUILDING CODE
3. THE GLASS INSERT ASSEMBLY IS READILY REMOVABLE
4. THE OPENINGS COMPLY WITH AAMA 101/I.S.2 AS REQUIRED BY SECTION R613.3 OF THE INTERNATIONAL RESIDENTIAL CODE.
INSERT REMOVAL SLIDE HSERT TO AN OPEN POSITION AND LIFT UP *O E F11WNG THE BOTTOM TOWARDS THE INSIDE OF THE ENCLOSURE. LOWER THE INSERT WHILE CONTINUING TO PULL INWARD. If
SCREEN REMOVAL LIFT ALL SCREEN LOCKS TO A HORIZONTAL POSITION- LIFTING ON THE LOWER LEFT AND RIGHT LOCK. UFr UP AND PUSH THE SCREEN OUTWARD. PULL DOWN ON THE LOCKS TO REMOVE SCR EH FROM THE
Im
SC INTERLOCK
STT
SEE
s
VSEE "SCHEDULE BELOW
JCTURAL MULLIONS STRUCTURAL MULLIONS
ENCLOSURE SCHED. SEE ENCLOSURE SCHEI
i
B
I
I
WINDOW INSERTS. SEE
SCHEDULE BELOW FOR
I
DIMENSIONS
Y +I
VERTICALLY ADJJSTABL
HANDLES
IDE TIFICATION LABEL PER IBC SECTION
2406 ON EACH PANE OF GLASS
VERTICAL SASH PER
TYPICAL
C
EACH
CORNER OF INSERT
06 SMS THROUGH VERTICAL
SASH INTO CENTER SCREW
CHASE AT HORIZONTAL SASH
d{
SASH
TYPICAL SASH
TO SASH CONNECTION
WINDOW SCHEDULE - TEMPERED GLASS
STRUCTURALMUWON
SPACING
INSERTDIMENSIONS
WIDTH x HEIGHT
INSERT IG
GLAZINGWIDTHx HEIGHT GLASS DIMENSIONS
56.5' C/C 28.188' x 62' 25' x 59' 39.5j 53.5' 62'
44.5' C/C 22.875' x 62' 19.75' x 59' 33.25j 41.5' 62'
36' C/C 18.625' x 62' 15.5' x 59' 26.51 33.5' 62'
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AUGUST 07, 2006
ROBERT A. WALZ PE
20400 HALL ROAD
CLINTON TWP., MI
4TEM06
2) #8 SMS ONE ON
EACH SIDE OF MULLION
BASE/TOP TRACK PER O
2" FILL PANEL
TRANSOM SILL PER 18
1/8" TRANSOM GLASS
TRAPEZOID HEADER
PER 02
8 SMS ® 24" O/C
TOP SECTION DOOR
JAMB PER 01
DOOR JAMB INSULATION
DOOR TUBE PER 03
1 /2" IG GLASS UNIT
RUBBER T—SPLINE
RUBBER ROLL SPLINE
I.G.S. TRIM
DOOR SWEEP PER 04
RETICULATED FOAM
RUBBER DOOR SWEEP
GASKET
DOOR THRESHOLD PER Ds
BASE/TOP TRACK PER O
SIDE CROSS SECTION
2.00" DOOR JAMB
12177A) D1
DOOR TUBE
11903) D3
2.00" TRAPEZOID HEADER
12691) D2
2" FILL PANEL
TRANSOM SILL PER
TRAPEZOID HEADER
PER oz
TOP SECTION DOOR
JAMB PER 01
SIDE SECTION DOOR
JAMB PER 01
DOOR TUBE PER CwLIFEMALEPER2
44'
LOCKSET W/
DOOR SWEEP
DEADBOLT
12375A) D4
DOOR HINGE
d
DOOR SWEEP PER
2.00" DOOR THRESHOLD
12582A) D5
V/,
FEMALE PER zO
8 SMS ® 24" O/C
SIDE SECTION DOOR
JAMB PER D1
DOOR JAMB INSULATION
3/4" #10 SMS
DOOR STRIKE PLATE
SEE LOCKSET DETAIL)
0-/
18
T . T . . ....
j
j
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0
A
Kill
DOOR TUBE PER D3 Ml'
4" STEEL HINGE (TYP.)
3 SETS — (SEE EXPLODED
VIEW)
3/4" #10 SMS
8 PER HINGE EXTERIOR INTERIOR SIDE VIEW
LOCKSET DETAIL
ASSEMBLED DOOR GENERAL
REQUIREMENTS AND CONDITIONS
1. TEMPERED GLASS SUB ECT TO HUMAN IMPACT COMPLIES WITH CHAPTER 24 OF THE
20G4 FLORIDA BUILDING CODE.
2. TEMPERED GLASS INSTALLED IN AREAS WITH BASIC MIND SPEEDS OF 130 MPH
COMPLIES WITH SECTION 2410 THROUGH 2415 OF THE 2004 FLORiDA BUILDING CODE
3. THE OPENINGS COMPLY WMTH AAMA 10114S.2 AS REQUIRED BY SECTION R613.3 OF
THE 2003 INTERNATIONAL RESIDEN AND SECIIION 1 51 CIE p031
INTERNATIONAL BUILDING
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AUGUST 07. 2008
ROBERT A. WALZ PE
20100 HALL ROAD
CLINTON TINP., MI
G:\11x17\FLOR-EXT\4TEM07NT
TOP CROSS SECTION 4TEM07I