HomeMy WebLinkAbout608 E 14 StJ
y „
7 L
JAN 2 5 2011s
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: Documented Construction Value: S 44-oo
Job Address- 4019 i4 V -r Historic District: Yes lvo
Parcel ID: i 1 a 31 e7 0%30 0 v030
Description of Work: iZFPL+_
Plan RevieNv Contact Person- 906 C-4 c«zl--.Y/
Phone.. 1 rt 9 f Fax: 4a7 -iv &8 . 4(ocao
Zoning:
Title:
E-mail: 6 ch C M i t e q n}:
Property Owner Information
Name Lo P-rgA Phone: 46 7- *!3 -!;? 7 z
Street: rc v8 a; 14 T -r Resident of property?
City, State Zip: 5 -AIV F e Z-0 7-/ 3 Z7 ?
Contractor Information
Name SJ z-rr-C1,1;5ply 14kmcoez l"V!. i/t-- Phone: 47- CFS- 19?7
Street: 44k, iZC4of re"J 11_-2Q Fax: 46rl 627- ¢4 00
City, State Zip:State License No.:
Architect/Engineer Information
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Building Permit
Square Footage:
No. of Dwelling units:
Electrical
New Service - No. of AMPS:
Phone:
Fax:
E-mail-
Mortgage Leader:
Address:
PERMIT INFORMATION
Construction Type
Flood Zone:
Mechanical 0 (Duct layout required for new systems)
No_ of Stories:
Plumbing
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm No. of heads:
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. A NOTICE
OF COMMENCEMENT MUST 13E RECORDED ,AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN .ATTORNEY BEFORE RECORDING 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 maybe 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.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plats review charge. If the executed contract is not submitted, we reserve the right to. calculate the
plan review fee based on past permit activity levels- Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit w' a plied to your ermit fees when the
oerrnit,is released. r
Print Owneri&di nt's Narne
Signature
r'
0V Poe Notary Public State of Florida
Joan M Oliver4o` My Commission EE023520
Idl
Expires 1/2014
y ` w.
Date
sox
Owner/Agent is v Personally Known to Me or
Produced ID.Type of 1D
APPROVALS: ZONING: S 8 1-7.ko' 10 UTILITIES:
ENGINE l ZG /0
FIRE:
COMMENTS:
Rev 1.1..08
Date
r
Print ContractorlAgent's Name
ignarture of Notary -State of Florida Date
Em6MY629096
201 l.
4 ,, Cn- hNOTARYr.+r4`wiG1°
Contra toVA gent ts all Known to Me or /
Produced ID Type of ID t- G foj 1 -t" vi
WASTE WATER:
BUILDING: ' T
P.O Box 952709
Lake Mary, Florida 32795
Tel: 407-688-1999
Fax: 321-296-7384
www.soutliernremod.com
Bu er(s)
C_
Remodeling, LLC
Southern Remodeling, L
Windows Sunroof
Certified Resident
CR0580
Date
I -1
Address ' : / City i%/ Y , State r-/ Zip 5e % i
County /" '` Home Phone
Work Phone 4/` 7—:3 0 e Ce e ^- l G S
Southern Remodeling, LLC. Southern Remodeling, LLC. agrees to sell and the buyer(s) agree(s) to buy the following goods and services, which are to be furnished ofusedinthemodernization, rehabilitation, repair, alteration or improvement of the real property located at the buyer's address given belt
v
AN, ,n.,^ . A r , ,n;'r11
GLASS TYPE. Impact Glass
CUSTOMER INITIALS SouthernP CT) kC OMERINITIALS
Southern Remodeling, LLC. is not responsible for alarm system reconnect or damage to alarm system. It is the buyer's responsibility for
charges incurred for alarm system services.
Southern Remodeling, LLC is not responsible for damage to landscaping or any other peripheral damage that may occur during installz
Material and labor will be furnished in accordance to the specification listed in this agreement. Southern Remodeling, LLC is not
responsible for any interior or exterior painting and/or staining unless otherwise specified in the terms of this agreement.
ACCEPTANCE OF PROPOSAL
IT IS AGREED AND UNDERSTOOD BY ANDBEFWEt ES THAT THIS AGREEMENT, FRONT AND BACK, CONSTITUTES THE ENTIRE UNDERSTANDING BETWEEN
PARTIES, AND THERE ARE NO VERS"L U DERSTANDS CHANGING OR MODIFYING ANY OF TH TERMS OF THIS AGREEMENT. BUYERS) HEREBY ACKNOWLE
THAT BUYER(S) HAS READ TUE-FRONT AND THE FjEVERSE OF THIS OF THIS AGREEMENT AN AS RECEIVED A COMPLETED, SIGNED AND DATED COPY OF
AGREEMENT ON THE DAtE'FIRST WRITTEN ABOVE. BUYER(S) ACKNOWLEDGE THEY WERE RALLY INFOR - OF EIR RIGHT TO CANCEL THIS TRANSAC
AND RECEIVED A YOCOMPLETEDJ11®'TeEE, OF CANCELLATION FORM. BUYER AGREES MAKE W Yp(ENTS OWN ABOVE.
SOUT REJA46 ING, LIC JIU/YE}2(S)
BY:
YOU THE BUYER(S), MAY CANCEL THIS TRANSACTION AT ANYTIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE OF
TRANSACTION. SEE THE ACCOMPANYING NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT.
1 r.,,,, r- I - A DV r -I ICTnNAFQ r'nvv
TOTAL INVESTMENT .......................................$
DEPOSIT -10% x ,- ;MEASURE`-40%PEAMITACQNSRIDtj_* M,ATEAIAkDELIVEAY-2D%LESSSSDD A;;',..COMPLEiIONOF9{ECTIDN IHITIAI.'
r
71n,balMr IS DUE ON COMPLETION OF WORK TO BE PERFORMED BY SOUTHERN REMODELING, LLC AND IS NOTAPPLICABLETOANYPENDINGINSPECTIONBYTHIRDPARTIES. ALL WORK IS COMPLETELY WARRANTED.
Credit Card # Exp. Date /
Finance Information: Proposed Monthly term ()Proposed Monthly Payment $
I+:\YMr.VT tiU111(CT Tn CRL1?rI S(: C)KI: ANO t:\Y VAI:Y. I'AY\11:NT C.'I;VLI' r1V LSTI,,\1:1 (F.
Comments:
Cash Check # Visa MC AmEx Discover
AN, ,n.,^ . A r , ,n;'r11
GLASS TYPE. Impact Glass
CUSTOMER INITIALS SouthernP CT) kC OMERINITIALS
Southern Remodeling, LLC. is not responsible for alarm system reconnect or damage to alarm system. It is the buyer's responsibility for
charges incurred for alarm system services.
Southern Remodeling, LLC is not responsible for damage to landscaping or any other peripheral damage that may occur during installz
Material and labor will be furnished in accordance to the specification listed in this agreement. Southern Remodeling, LLC is not
responsible for any interior or exterior painting and/or staining unless otherwise specified in the terms of this agreement.
ACCEPTANCE OF PROPOSAL
IT IS AGREED AND UNDERSTOOD BY ANDBEFWEt ES THAT THIS AGREEMENT, FRONT AND BACK, CONSTITUTES THE ENTIRE UNDERSTANDING BETWEEN
PARTIES, AND THERE ARE NO VERS"L U DERSTANDS CHANGING OR MODIFYING ANY OF TH TERMS OF THIS AGREEMENT. BUYERS) HEREBY ACKNOWLE
THAT BUYER(S) HAS READ TUE-FRONT AND THE FjEVERSE OF THIS OF THIS AGREEMENT AN AS RECEIVED A COMPLETED, SIGNED AND DATED COPY OF
AGREEMENT ON THE DAtE'FIRST WRITTEN ABOVE. BUYER(S) ACKNOWLEDGE THEY WERE RALLY INFOR - OF EIR RIGHT TO CANCEL THIS TRANSAC
AND RECEIVED A YOCOMPLETEDJ11®'TeEE, OF CANCELLATION FORM. BUYER AGREES MAKE W Yp(ENTS OWN ABOVE.
SOUT REJA46 ING, LIC JIU/YE}2(S)
BY:
YOU THE BUYER(S), MAY CANCEL THIS TRANSACTION AT ANYTIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE OF
TRANSACTION. SEE THE ACCOMPANYING NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT.
1 r.,,,, r- I - A DV r -I ICTnNAFQ r'nvv
MARYANNE MORSE, CLERK OF CIRCUIT COURT
THIS INSTRUMENT PREPARED BY: SEMINOLE CC1111VTY
NameBK 07517 Fig 0807; (Ipg) Address; l4J Pj_/_t11.1.%
c'os''— $-7 i' CLERK'S # `() 1 ! ()t8x937
State of Florida RECORDED 01/255/2011 01:25:41 Gig
RECDRDINS FEES 10.00
NOTICE OF COMMENCEMENJECORDED BY J Eckeflroth(311)
1—
PomTlit Number Parcel ID Number (PID) 5 7— C900 - 9
The undersigned hereby gives notice that Improvement vAll be made to certain rent pmparty, and in acavrdanoa with Chapter 71
Florida 5tatutes, the following information is provided in this Notice of Commencement
DESCRIPTION OF PROPERTY (Legal description of the property and street address if available)
E'6 7 3 Ack 3 5'FIfV rA APT 3 P6 $b
t? a' f " Sfif!//ve_p 7 Z;277
GENERAL DESCRIPTION OF IMPROVEMENT O!C ' G / !moi en W S
OWNER INFORMATION /'
Name and address: ` 'r,,O-
s,9r C!04.0 cr 3 Z1
Name and address of Fee Simple Title Holder (if other than owner):,
CONTRACTOR
K11
Name and address,JOV %/L%/J? 4'.4.1 0 6-L`--
Parsons within the State of Florida Designated by Owner upon whom notice or ogler decumonts may be served as provided ' Vti t I r I LLI- Aj 1
by Section 713,13(1)(b), Florida Statutes_ frAeIRYANNE MORSENameandaoores; _
CLEWK OF CIRCUIT COURT
In addition to himself, Owner 4esignates-1INOLE COUNTY- FLORIDA
To receive a copy of the Lienor's Notice as Provided m - iLLSection719.13(1)(b), Florida Statutes.
Expiration Date of Notice of Cc mmencemeM
The expiration date is 1 year from date of recording unless a different date Is specified.
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
H
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,
FLORIDA STATUTES. AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVMENTS TO YOUR PROPERTY, A
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
5BEF RE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
S F r t.. COUNTY OF rct 11 `
ERS SIGNATUP. - OW RS PRINTED NAME '
N TE: P lodda tut T1 .1 (1J (9J, owner must sign.._,_ and no one else may be permitted to si n in his or her stead.`
71"
The foregoing instrument was acknowledged before me this day of f%% '20 10
by Lo r-rI C4 -' {, 0-7—A— Who is personally known to me
Name ofpersen making !aatemcnt
OR who has produced identification type of Identification produced
TION PURSUANT TO S$64TION 92.525, FLORIDA STATUTES.
TIE OF PE J RY, 1 DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE FACTS STATED IN IT
THE EIEST 0 y(ItIQWLgQGE AND BELIEF.
Ci
NG
Public State of FloridaIotary
oan M OliveryCommissionEE023520xpires11/17/2014
T Tr 11-6.77
R W R W uiing onsultants, Inc. OFFICE
BConsulting and Engineering Services for the Building industry
C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Certificate of Authorization No. 9813
Product
Category Sub Category Manufacturer Product Name
Alside Window Company Model 0201
Window Double Hung 3773 State Road Extruded Vinyl
Cuyahoga Falls, OH 44223 Double Hung Window
Phone 330.922.2108 Non -Impact'
Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for
Alside Window Company, based on Rule Chapter No. 96-72.070, Method 1A of the State of Florida Product Approval, Dept. of
Community Affairs - Florida Building Commission.
RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing
or distributing the product or in any other entity involved in the approval process of the product named herein.
Limitations:
1. This product has been evaluated and is in compliance with the 2007 Florida Building Code structural requirements excluding the "High
Velocity Hurricane Zone".
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing
or stucco.
3. When used in areas requiring wind borne debris protection, this product is required to be protected with an impact resistant covering that
complies with Section 1609.1.2 of the Florida Building Code.
4. Site conditions that deviate from the details of drawing FL -8134.1 require further engineering analysis by a licensed engineer or
registered architect.
5. For 2X stud construction, anchoring of the assemblies shall be as shown for 2X buck masonry construction.
6. See drawing FL -8134.1 for size and design pressure limitations.
Supporting Documents:
1. Test Report No.
ATI 62508.02-501-47
ATI 62609.02-501-47
2. Drawing No.
No. FL -8134.1
3. Calculations
Product Anchoring
Buck Anchoring
Test Standard
AAMA/WDMA/CSA 101/I.S.2/A440-05
AAMA/WDMA/CSA 101/I.S.2/A440-05
Prepared by
RW Building Consultants, Inc. (CA #9813)
Prepared by
RW Building Consultants, Inc. (CA #9813)
RW Building Consultants, Inc. (CA #9813)
Testing Laboratory Signed by
Architectural Testing, Inc. Michael L. Mackereth
Architectural Testing, Inc. Michael L. Mackereth
Signed & Sealed by
Lyndon F. Schmidt, P.E.
Signed & Sealed by
Lyndon F. Schmidt, P.E.
Lyndon F. Schmidt, P.E.
4. Quality Assurance
Certificate of Participation issued by Architectural Testing, Inc., certifying that Alside Window Company is
manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53.
PF 1273 Sheet 1 of 1
Lyndon F. Schmidt, P.E.
FL PE No. 43409
March 18, 2010
3773 STATE ROAD, CUYAHOGA FALLS, OH 44223
MODEL 0207
EXTRUDED VINYL
DOUBLE HUNG WINDOW
NON -IMPACT"
GENERAL NOTES
1. This product has been evaluated and is in compliance with the 2007 Florida Building
Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone"
HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor
embedment to base material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind bome debris protection this product is required to
be protected with an impact resistant covering that complies with Section 1609.1.2
of the 2007 FBC.
4. For 2x stud framing construction, anchoring of these units shall be the some as that
shown for 2x buck masonry construction.
5. Site conditions that deviate from the details of this drawing require further
engineering analysis by a licensed engineer or registered architect.
48.0(Y" MAX. O. A.
FRAME WIDTH
TABLE OF CONTENTS
SHEET $ DESCRIPTION
I Typical elevations, design pressures & general notes
2 Horizontal cross sections & glaring details
3 Vertical cross sections
4 Buck & frame anchoring
5 Bill of materials & components
48.0(Y" MAX. O. A.
FRAME WIDTH
OVERALE OVERAEL OVERALL GU1SS DE3IGNPRESSt1RE(PSf)
FRAME
DIMENSION
D.LO..
TOP)
D.L.Q.
BOTTOM) TYPE
POSITIVE NEGATIVE'
48.00" x 78.00" 42.05" x 34.67' 43.05" x 35.72"
X
30.0
L
30.05" x 31.67' 31.05" x 32.72"
w
50.0
44.00" x 77.00" 38.05" x 34.1 T' 39.05" x 35.22" G 1 25.0
i
44.00" x 60.00" 38.05" x 25.67' 39.05" x 26.72" G 1 45.0 45.0
36.00" x 60.00" 30.05" x 25.67' 31.05" x 26.72" G1 55.0 55.0
X
OVERALE OVERAEL OVERALL GU1SS DE3IGNPRESSt1RE(PSf)
FRAME
DIMENSION
D.LO..
TOP)
D.L.Q.
BOTTOM) TYPE
POSITIVE NEGATIVE'
48.00" x 78.00" 42.05" x 34.67' 43.05" x 35.72" G1 30.0 30.0
36.09'x 72.00" 30.05" x 31.67' 31.05" x 32.72" G1 50.0 50.0
44.00" x 77.00" 38.05" x 34.1 T' 39.05" x 35.22" G 1 25.0 25.0
44.00" x 60.00" 38.05" x 25.67' 39.05" x 26.72" G 1 45.0 45.0
36.00" x 60.00" 30.05" x 25.67' 31.05" x 26.72" G1 55.0 55.0
E: N.T.S.
Er: AL
BY: LFS
TMG NO.:
FL -8134.1
T I OF 5
z
13/16" THICK GLASS
G1 GLAZING DETAIL
NOTES
1. SASH STILE REINFORCEMENT
UTILIZED ON 48" x 78" 8
36'x 77UNITS.
2. Anchors located above the
meeting rail are in the interior
track and anchorslocated
below the meeting rail are
in the exterior track.
1/8" ANNEALED GLASS
AIR SPACE
1/8" ANNEALED GLASS
1-1/4" MIN.
EMB' 1 HORIZONTAL CROSS SECTION
2
1_1 /A" AAIAI
HORIZONTAL CROSS SECTION
Z / Shown w/tx sub—buck substituting
concrete screws for screws per
section 1714.5.4.2 of the Florida
Building Code
E2
0
E: N.T.S.
BY: AL
er: LFS
ANC NO.:
FL -8134.1
T 2 of 5
Y" MAx.
SHIM SPACE
SEE SEE SEENOTE1
NOTE 2 51 NOTE 2
15 8
0
p
o
D
e
1-1/4" MIN.
EMB' 1 HORIZONTAL CROSS SECTION
2
1_1 /A" AAIAI
HORIZONTAL CROSS SECTION
Z / Shown w/tx sub—buck substituting
concrete screws for screws per
section 1714.5.4.2 of the Florida
Building Code
E2
0
E: N.T.S.
BY: AL
er: LFS
ANC NO.:
FL -8134.1
T 2 of 5
1 VERTICAL CROSS SECTION
3 Shown w/1x sub—buck
21 VERTICAL CROSS SECTION 3 VERTICAL CROSS SECTION VERTICAL CROSS SECTION3Optionalmasonrysill ,3 Optional masonry sill 3
2
2 W
3
11/25/0.1
E N.T.S.
BY: AL
BY: LFS
VINO NO:
FL -8134.1
3 Or 5
2X BM
MASON R!
OPENIN(
BUCK ANCHORING
4"
J
MASC
OPE
FR,
v
FRAME ANCHORING
2X BUCK INSTAUA170N
MASC
OPE
INTERIOR \
TRACK
EXTERIOR
TRACK
FRI
CONCRETE ANCHOR NOTES:
1. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements.
2. Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortarjoints. If concrete screw
locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortarjoints, additional concrete
screws may be required to ensure the maximum on center dimension is not exceeded.
3. Concrete anchor table:
ANCHOR;;
TYPE
ANCHOR
S1IE
AAINIMUMj
EMBEDMENT
MINIMUAACLEARANCEAAINIMUM'CLEARA`NCE70
TO MASONRY EDGE
2-1/2"
ADJACENT ANCHOR
g^ ITW 1/4" 1-1/4"
ELCO 1/4" 4"
FRAMEANCHORING
1X BUCK INSTALLATION
T
C,
M
i+>
1"
INTERIOI
TRACk
EXTERIOR
TRACK
z
a z
orn0
boao
z
N O Z U
DATE 11/25/08
SCALE: N.T.S. °
DWG. BY: Al m
CHK. BY: LFS 3
DRAVANG NO,:
FL -8134.1 0
0
SHEET 4 OF 5 ..
b
p O -
3.25"
SILL
1
3.25"
000
070" 0P 'r
U
VEAD &JAMB
THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS
LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS".
75 --{
c
I
0 0.055'
n SASH STILE & RAIL
REINFORCEMENT
o
o 0.885 —{
0.047'
LOCK RAIL
REINFORCEMENT
n e n a
z" -` Oe
2.85-
7 = m o i
O0 oZ1.172"
ut n
p m c n a$ t
U %Z 0 Qt{ yl
o 0 90°t?S 4
t° ri
o
b ^, o Y
Q u K G U
3 LOCK RAIL KEEPER RAIL
3O fn
2 1-
3 z
z0
0 = w o0WyU
070" O
o0
o
m
ci
L oro a a
II
Imo— 2.34" --{
15
SASH STILE 8 HANDLE RAIL o
LD
BILL OF MATERIALS
REM DESCRIP71ON
o"
1 EXTRUDED VINYL SILL RIGID PVC
2 EXTRUDED VINYL HEAD &JAMB' RIGID PVC
3 EXTRUDED VINYL LOCK RAIL' RIGID PVC
4 EXTRUDED VINYL KEEPER RAIL' RIGID PVC
5 EXTRUDED VINYL GLAZING BEAD' PVC
6 EXTRUDED VINYL HANDLE RAIL' RIGID PVC
7 EXTRUDED VINYL SASH STOP • RIGID PVC
8 SASH STILE AND RAIL REINFORCEMENT STEEL
9 LOCK RAIL REINFORCEMENT STEEL
I I GLAZING TAPE 1/16"X 3/8")
FL -8134.1
12 STEEL INTERCEPT SPACER STEEL
13 GLAZING SHIM 1/8" THICK BUTYL
14 METAL BUTTON CAM LOCK )2) ASHLAND
15 SASH STILE STEEL
16 PIVOTTRUE PIVOT8AR
51 Ir 10 x 7' PFH WS STEEL
61 1/4" X 2-3/4" ITW CONCRETE SCREW STEEL
62 1/4" X 2-3/4" ELCOOR ITWCONCRETE SCREW STEEL
A 2X BUCK SG - 0.55 WOOD
B 5/4 )1.(T) BUCK WOOD
C IX BUCK WOOD
D 1/4"MAXSHIMSPACE
E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONC.
THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS
LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS".
75 --{
c
I
0 0.055'
n SASH STILE & RAIL
REINFORCEMENT
o
o 0.885 —{
0.047'
LOCK RAIL
REINFORCEMENT
n e n a
z" -` Oe
2.85-
7 = m o i
O0 oZ1.172"
ut n
p m c n a$ t
U %Z 0 Qt{ yl
o 0 90°t?S 4
t° ri
o
b ^, o Y
Q u K G U
3 LOCK RAIL KEEPER RAIL
3O fn
2 1-
3 z
z0
0 = w o0WyU
070" O
o0
o
m
ci
L oro a a
II
Imo— 2.34" --{
15
SASH STILE 8 HANDLE RAIL o
LD
2.41" o"
pO
0.03" 0.13"
o mp
o au
0.881,
SCALE, N.T.S.
5 GLAZING BEAD Z SASH STOP Y': AL
CHKCHK. BY: LFS
DRAVANG NO,
FL -8134.1
SHEET 5 or 5
RW
B
C
Report No.:
Date:
Product Category
Product sub -category:
Product Name:
Manufacturer:
P" E R g 17 _
R W Building Consultants, Inc.
Consulting and Engineering Services for the Building Industry
P.O. Box 230 Valrico, Ft, 33595 Phone 813.659.9197 Facsimile 813.754.9989
Florida Board of Professional Engineers Certificate of Authorization No. 9813
Product Evaluation Deport
FL -12303.4
March 9. 2009
Exterior Doors
Sliding Exterior Doors Assemblies
Model 6108
Extruded Vinyl Sliding Patio Door
Non -Impact"
Alside Window Company
3773 State Road
Cuyahoga Falls, OH 44223
Phone 330.922.2108
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F.
Schmidt, P.E. (System ID # 1998).for Alside Window Company based on Rule Chapter No. 913-
72.070, Method 1 d of the State ofFlorida Product Approval, Department of Community Affairs -
Florida Building Commission.
RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial
interest in the company manufacturing or distributing the product or in any other entity involved
in the approval process of the product named herein.
This product has been evaluated for use in locations adhering to the Florida Building Code2007Edition).
See Drawing No. FL -12303.4 prepared by R W Building Consultants, Inc. and signed and sealed
by Lyndon F. Schmidt, P.E. (FL # 43409) for specific use parameters.
v
Lyndon F. Schmidt, P.E.
FL No. 43409
March 9, 2009
PF1393
Sheet 1 of 3
Limitations
1. This product has been evaluated and is in compliance with the 2007 Florida Building Code
FBC) structural requirements excluding the "High Velocity Hurricane Zone".
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to
base material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product is required to be
protected with an impact resistant covering that complies with Section 1609.12 of the
FBC.
4. For 2x stud framing construction, anchoring of these units shall be the same as that shown
for 2x buck masonry construction.
5. Site conditions that deviate from the details of drawing FL -12303.4 require further
engineering analysis by a licensed engineer or registered architect.
6. See drawing FL -12303.4 for size and design pressure limitations.
Lyndon F. Schmidt, P.E.
FL No. 43409
March 9, 2009
PF1393 Sheet 2 of 3
Supporting Documents
A Drawing
1. Drawing No. FL -12303.4 prepared by R W Building Consultants, Inc. (Florida Board of
Professional Engineers Certificate of Authorization No. 9813), signed and sealed byLyndonF. Schmidt, P.E.
B Tests
Testing per AAMA/WDMA/CSA 10 1 /I.S.2/A440-05 as performed by Air -Ins Inc.
laboratory and reported in test report AI -03158-B2, signed by Jean Miller, Eng..
C Calculations
I . Product anchoring for tested specimens is in accordance with manufacturer's published
recommendations as substantiated by tested specimens reported in test report AI -03158-132.
2. Buck anchor analysis for loading conditions prepared, signed and sealed by Lyndon F.
Schmidt, P.E.
D Other
Certificate of Participation issued by National Accreditation and Management Institute,
certifying that Alside Window Company is manufacturing products within a quality
assurance program that complies with ISO/IEC 17020 and Guide 53.
Lyndon F. Schmidt, P.E.
FL No. 43409
March 9, 2009
PF1393 Sheet 3 of
I' .'. B E C'A''U S Eawq,L'1'}sl /I S 1-naR{L i U I NG Ue;
3773 STATE ROAD, CUYAHOGA FALLS, OH 44223
MODEL 6708
EXTRUDED VINYL
SLIDING PATIO DOORS
WON -IMPACT"
GENERAL NOTES
1. This product has been evaluated and is in compliance with the 2007 Florida Building
Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment
to base material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product is required to be
protected with an impact resistant covering that complies with Section 1609.1.2 of the
2007 FBC.
4. For 2x stud framing construction, anchoring of these units shall be the same as that
shown for 2x buck masonry construction.
5. Site conditions that deviate from the details of this drawing require further engineering
analysis by a licensed engineer or registered architect.
94.00" MAX. OVERALL FRAME WIDTH
TABLE OF CONTENTS
SHEET # DESCRIPTION
1 Typical elevation, design pressures & general notes
2 Horizontal and vertical cross sections
3 Buck & frame anchoring
4 Bill of materials, glaring detail & components
94.00" MAX. OVERALL FRAME WIDTH
OVERALL; MAX, MANX. DESIGN PRESSORE (PSS
X O
PANEL
DIMENSION
OVERALL; MAX, MANX. DESIGN PRESSORE (PSSTYPEFRAMEPANEL
DIMENSION DIMENSION DIMENSION iPOSTrIVE t NEGATIVE
W/O SILL
MOLDING 94.00" x 79.50' 46.79" x 75.82" 42.02" x 69.37" 25.0 _45,0
W/ SILL
MOLDING 94.00" x 79.5W 46.79" x 75.82" 42.02" x 69.3T' 30.0 -30.0
DATE 3/11/09
SCALE: N.T.S.
DWG. BY: DWS
cHC Br: LFS
DPAWINGING No.:
FL -12320.4
sHEEr _L OF 4
24
za C
z
8
B w
13HEI E
Ea
INTERIOR EXTERIOR
0
EMB. PP.) 02A
24
INTERIOR INTERIOR 22
8
4 GI 12
O
I U) z0
E
Gi A
W
G1 2271
EXTERIOR 2S
DAM 3111109 T26r3VERTICALCROSSSECTION
SCAIZ. N.T.S.
DWG. BY: DWSHORIZONTALCROSSSECTIONr2HORIZONTALCROSSSECTIONCHICBY. LFS2XBuckShownw/lX sub -buck substituting OfDRAWINGNO.: concrete screws for wood screws per
Section 1714,5.4.2 of the FBC (Typ. FL -12320.4 0head & jamb)
2_ OF 4 0SHEET
4
4" (TYP.)
4" (TYP.)
3" (TYP.)
6. (TYP.)
8" (TYP.)
a
24 M
HEAD & JAMB (I
TYP.)
2X BUCK --,I U
MEETING STILE
SHOWN FOR _
REF. ONLY
I I
BUCK ANCHORING
MASONRY
CONCRETE ANCHOR NOTES:
1. Substitution of equal concrete anchors from a different supplier may have different edge
distance and center distance requirements.
2. Concrete anchor locations at the comers may be adjusted to maintain the min. edge
distance to mortar joints. Concrete anchor locations noted as "MAX. ON CENTER" must be
adjusted to maintain the min, edge distance to mortarjoints, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table
ANCHOR
TYPE
ANCHOR
SIZE `
MIN
EMBEDMENT
MIN. CLEARANCE>70
MASONRY EDGE
MIN CLEARANCE TO ::
ADJACENT ANCHOR :
ITW 1/4" 1-1/4" 2-1/2" 3"
ELCO 1/4" 1-1/4" 1" 4"
o
2X BUCK
MASONRY I \—MEEOPENINGSHO
REF.
I I
I I
W. (TYP.)
8" TYP.
2X
4" (TYP.)
6' (TYP.)
a
25
2X BUCK HEAD & JAMB
PP) I w
II Z -
MASONRY
I _ VMEETINGSTILE
OPENING SHOWN FOR
REF. ONLY
I I
l
FRAME ANCHORING
IX
0
O W
OS z
N.T.S.
BY.. DWS
BY: LFS
WING NO.:
FL -12320.4
er 3 --L
o
I Jam_ m
R M SDO
0 oz 'Z
9 WEATHER STRIP J_ p Y –0
01-1 2 m
m
r<U, z° o m°
1.47' a 9 ° 9 v (% Q o
B HORIZONTAL RAIL a m d `a m° c
r
0.06'
a
8
1; o Z
0 22 REINFORCEMENT
a
o wz
T}
I 2AN'
I WQ J F U0.92" F INTERLOCK STILE wAd
THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED° a
SILL ANGLE ADAPTERBYEXTRUDERSLICENSEESIN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 6 N o o
2.29" o m
2.59"
I a a
GO
1.37' L o
1
z
0
5 STILL SASH STOP o4Ln
0.55 q H
GLASS BITE O
iv E5.67' 0 5.91" m
1/8" TEMPERED ' F
AIR SPACE '
1/8"TEMPERED L a, o 0
Z U
m_ DATE 3111109 z720Glo .. n'
i
N.T.S. S
DWG. BY: DWS m
GI GLAZING DETAIL CHK. BY: LFS 3BDRAWINGNO.:
FRAME FRAME HEAD FRAME SILL oFRAMEJAMB13FL -12320.4
SHEET 4 OF _±_
BILL OF MATERIALS
ITEM DESCRIPTION MATERIAL
A 1X BUCK SG 20.55 WOOD
B 2X BUCK SG t 0.55 WOOD
C MAX. 1 /4"SHIM SPACE -
E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE301ORHOLLOWBLOCKCONFORMINGTOASTMC90
1 EXTRUDED VINYL FRAME HEAD (BY ROYAL) " PVC /COMP.
2 EXTRUDED VINYL FRAME JAMB (BY ROYAL) ' PVC /COMP.
3 FRAME SILL (BY ROYAL) PVC /COMP.
4 SASH STOP (BY ROYAL) * PVC
5 STILE (BY ROYAL) ` PVC
6 SILL ANGLE ADAPTER STEEL
7 INTERLOCK STILE BY ROYAL * PVC
g HORIZONTAL RAIL (BY ROYAL) PVC
9 WEATHER STRIP RUBBER
10 SLIDING PATIO DOOR ROLLER ASSEMBLY -
12 ROLLING PATIO DOOR SCREEN _
20 INTERCEPT SPACER STEEL
22 STEEL STILE REINFORCEMENT (BY ROYAL) " STEEL
24 1 /4" X 2-3/4" ELCO OR ITW CONCRETE SCREW STEEL
25 1/4" x3-1 /4" H.H ELCO OR ITW CONCRETE SCREW STEEL
26 10 X 2-3/4" PPH WOOD SCREW STEEL
o
I Jam_ m
R M SDO
0 oz 'Z
9 WEATHER STRIP J_ p Y –0
01-1 2 m
m
r<U, z° o m°
1.47' a 9 ° 9 v (% Q o
B HORIZONTAL RAIL a m d `a m° c
r
0.06'
a
8
1; o Z
0 22 REINFORCEMENT
a
o wz
T}
I 2AN'
I WQ J F U0.92" F INTERLOCK STILE wAd
THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED° a
SILL ANGLE ADAPTERBYEXTRUDERSLICENSEESIN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 6 N o o
2.29" o m
2.59"
I a a
GO
1.37' L o
1
z
0
5 STILL SASH STOP o4Ln
0.55 q H
GLASS BITE O
iv E5.67' 0 5.91" m
1/8" TEMPERED ' F
AIR SPACE '
1/8"TEMPERED L a, o 0
Z U
m_ DATE 3111109 z720Glo .. n'
i
N.T.S. S
DWG. BY: DWS m
GI GLAZING DETAIL CHK. BY: LFS 3BDRAWINGNO.:
FRAME FRAME HEAD FRAME SILL oFRAMEJAMB13FL -12320.4
SHEET 4 OF _±_
BILL OF MATERIALS
ITEM DESCRIPTION MATERIAL
A 1X BUCK SG 20.55 WOOD
B 2X BUCK SG t 0.55 WOOD
C MAX. 1 /4"SHIM SPACE -
E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE301ORHOLLOWBLOCKCONFORMINGTOASTMC90
1 EXTRUDED VINYL FRAME HEAD (BY ROYAL) " PVC /COMP.
2 EXTRUDED VINYL FRAME JAMB (BY ROYAL) ' PVC /COMP.
3 FRAME SILL (BY ROYAL) PVC /COMP.
4 SASH STOP (BY ROYAL) * PVC
5 STILE (BY ROYAL) ` PVC
6 SILL ANGLE ADAPTER STEEL
7 INTERLOCK STILE BY ROYAL * PVC
g HORIZONTAL RAIL (BY ROYAL) PVC
9 WEATHER STRIP RUBBER
10 SLIDING PATIO DOOR ROLLER ASSEMBLY -
12 ROLLING PATIO DOOR SCREEN _
20 INTERCEPT SPACER STEEL
22 STEEL STILE REINFORCEMENT (BY ROYAL) " STEEL
24 1 /4" X 2-3/4" ELCO OR ITW CONCRETE SCREW STEEL
25 1/4"