HomeMy WebLinkAbout2401 Stevens Ave (2)CAITYY OTF - .L�l�l FORD, 16
PERMIT APPLICATION
& BUILDING DIVISION
Application No:
Documented Construction Value: $
Job Address: 5 �`y &?"JS /t-d Historic District: Yes ❑ Noq
Parcel ID: 2-CZ — CCU / U Residential ,R Commercial ❑
Type of Work: New ❑ Addition ❑ Alteration aRepairEl
t - Demo ❑ Change of Use ❑ Move ❑
Description of Work:�Xt�-�� ��- C�c-✓�-�� C`�
Plan Review Contact_ Person: CK C-� S V -r-n-s (KfCLJ CGri te;rr
Email: &J-vs%v,f�3%r`1a-sQG��11SoJ t \ • K
Phone: Fax:
Name C_W2-1 S 14-A-A5.
Property Owner Information
Phone: 4_0 �'�-�2-`�3
Street: ` 401 S Z eJ 6&%S /hJc':;I
City, State Zip: S A-AJ Eb -D�-
Resident of property? : tJ O
Contractor Information
Dame t 1>� Phone:
Street: 3(aO t cJ t r4o LeAor,3 -b C— Fax:
City, State Zip: - 3Z ` (- State License No.: �MC l 3z.'?t7ZE
Architect/Engineer Information
Name: Phone:
Street:
City, St, Zip:
Bonding Company:
Address:
Fax:
E-mail:
Mortgage Lender:
Address:
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 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 BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT
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.
Revised: June, 2018 Permit Application
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61 Edition (2017) Florida Building Code
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 1661M 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 at the time of permit submittal. A copy of the executed contract is required in order to
calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual.construction value
will be f gured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated
charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued.
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.
cure of Owner/Agent Date Signature of Contractor/Agent Date
l r5 � '
Prin wner/Agent's Name
Signature o (may $ p a ���
g �l]L" Atimp e101 wwo'd Iivi N .;.
+d
EZ9090 99 # uolsslwwo0 ,
eppol3 to alelS - ollgnd 6ieloN =,u, o?,�
(INVIS 3ii3NNtl °oe; ti;'•P
Owner/ Tpramie or
Produced ID Type of ID
Prin ontracto�enl'*sName
ANNETTE BLAND
Notary Public - State of Florida '
Commission # GG 060623
' OFF Comm.
Cont dY'/1 en Ys Wftmild in n to Me or
Produced ID Type o up
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing ❑ Gas ❑ Roof ❑
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
Flood Zone:
# of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads Fire Alarm Permit: Yes ❑ No ❑
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
WASTE WATER:
BUILDING:
Revised: June, 2018 Permit Application
125 S. Swoope Ave
Suite 203
Maitland, FL 32751
Office: 407-478-8777
Fax: 407-478-8778
JUL 6 2018
'I B- z- (/_8
I DerickA. Proctor of Gulfside Atlantic, INC. (License#
CBC012032) agree to transfer open permit on 2401 Stevens
...........
Ave. Sanford FL 32771 to Hass Construction, LLC (License #
CRC1329923)
Derick Proctor
VIA;?
Date
Flow J0,
JUL 018
pRy ANGEL MIGUEL CHAVEZ
NOTARY PUBLIC
STATE OF PLORIDA
M # 1 9809
022
THIS INSTRUMENT PREPARED BY:
Name: C'* \-rL A1-
Address: --3 )
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
Permit Number:
i ���1�1 � 1 1 lfllifl fl(If1 tolls 11116 loll Illal
.. -}:}r. ..1
is ..11•.:.:....... <;�:::. ::. ......
Parcel ID Number:t
The undersigned hereby gives notice that improvement 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.
DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
2sk� 1 S&tJ s �- � M..� 2�D - 31 r
C> t- , .J i s f�-r✓� c c� c L_ 4 i 1 4- I J f 3 O F C-0 s 2 3 i.,1- fZ
GENERAL DESCRIPTION OF IMPROVEMENT: (`
c�
i
OWNER INFORMATION:
Address: (ol"> U0 �� 2 c� >� -� r
Fee Simple Title Holder (if other than owner) Name:
CONTRACTOR:
Address:
iz.
Person within the State of Florida Designated by Owner upon whom notice or other documents may be served
as prov ded by Section 713.13(1)(b), Florida Statutes.
Name:
Address:
In addition to himself, Owner Designates of
To receive a copy of the Lienor s Notice as Provided in
Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement (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
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS 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
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalties of perjury, I declare that 1 have read the foregoing and that the facts stated in it are true
to the bes knowledge and belief.
Owner's Signature Owner's Printed Name
nda Statute 713.13(1)(g): ` The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead
State of EL County of s Q
The foregoing instrument was acknowledged before me this 2 day of 20
by �7 /�>Q CAPJJr=S % OpY,6--K Who is personally known to me ❑
Name of person making sta�te t 011
I`
OR who has produced identification LEI type of identification produced: at) L 8 0 h I �
a Irl�� �ncy GRANT MA! OY I DY ALAMfl
Y I•
l %RI( O„ Ti i% ITC CCURT A ND C� : 1�f(• ,:�,I_:xpires Nqvd Nnru ud Ihrnuh Npllunul Nul
BY
Date ----c� 2018
�3rZ�(n
CITY OF
SkNFORD
FIRE OEPARTMENT
(141AY 0 3
Kudding & Fire Prevention Division
PERMIT APPLICATION
!tt__
APP lication No:
Documented Construction Value: $ 9200.00
Job Address: 2401 Stevens Ave. Sanford, FL 32771 Historic District: Yes❑NoFv—(]
P'arcelID: 31-19-31-524-1200-0010 Residential Commercial❑
Type of Work: New❑ Addition[] Alteration Repair Demo ❑ Change of Use❑ Move ❑
Description of Work: Attached
Plan Review Contact Person:
Phone: 407-579-3577
R. Anthony Razzani
Title: Project Manager
Fax: Email: Anthony@RazzaniRealty.com
Property Owner Information
Name Gulfside Atlantic, INC Phone: 321-217-3170
Street: 5923 Old Cheny Highway
City, State Zip: Orlando, FL 32807
Resident of property? :
Contractor Information
Name Derrick Proctor (Gulfside Atlantic, INC) Phone:
Street: 5923 Old Cheny Highway
City, State Zip:
Orlando, FL 32807
Name: Ricardo Lopez
Street:
City, St, Zip:
Bonding Company:
Address:
X
PEE!�!ffi
321-217-3170
Fax:
State License No.: CBC012032
Architect/Engineer Information
Phone: 407-580-9942
Fax:
E-mail: rikarg7@hotmail.com
Mortgage Lender:
Address:
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 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 BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
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. 4
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61" Edition (2017) Florida Building Code \✓�
; k\
Revised:.lanuary 1, 2018 Permit Application
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.
-The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
hi order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
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.
?7 r .... —
Signature o Ow.ner/Agent Date sign 4 of CO)
ctgr/ ent Date
X l'Io1 arn'
Print Owner/Agent's Name Print ontractor/Agent's N e
9�3�1�
Signature of Notary -State of Florida Date SigeIte of Notary -Mate
Owner/Agent is Personally Known to Me or Contractor/Agent i
Produced ID Type of ID Produced ID
Date
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical�Mechanical� Plumbing❑ Gas❑ Roof ❑
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes ❑ No ❑
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
# of Heads
UTILITIES:
FIRE:
Flood Zone:
# of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes ❑ No ❑
WASTE WATER:
Revised: January 1. 2018 Permit Application
SCPA Parcel View: 31-19-31-524-1200-0010
Page 1 of 2
Oavla jon111 m, CFR,
r R
-MCRJ(7i.lmiASMVTY, FJh.
Parcel Information
- 1
Property Record Card
Parcel: 31 19-31-524-1200-0010
Property Address: 2401 STEVENS AVE SANFORD, FL 32771
135
d
J
Seminole Co4nty GIS
Value Summary
2018 Working
2017 Certified
Values
Values
Valuation Method
Cost/Market
Cost/Market
Number of Buildings
1
I 1
Depreciated Bldg Value
$31,061
$57,845
Deprecated EXFT Value
$461
$499
Land Value (Market)
t $21,825
$17 460
Land Value Ag
Just/Market Value "
( $53,347
$75,804
Portability Adj
Save Our Homes Adj
_,._
$0
$0
Amendment 1 Ad11 j .mm
$Om�
yyy
$0 ------
-.....- _........
P&G Adj
$0
$0
Assessed Value
$53,347
$ 04
Tax Amount without SOH: $1,443.42
2017 Tax Bill Amount $1,443.42
Tax Estimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non
Ad Valorem Assessments
Land
Method _ x � Frontage — Depth Units Units Price Land Value
FRONT FOOT &DEPTH 90.00 135.00 0 ` $250.00 $21,825
.._ _ _.-.... _
Building Information
Is Bed/Bath count incorrect? Click Here _ Wall __ SF _ E_
# Description — Fixtures Bed ' Bath Base Area Total SF Livingxt Adj Value Repl Value Appendages
http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=31193152412000010 5/3/2018
o4S��k�� �{O •
BUILDING DIVISION
PLAN REVIEW COMMENTS
Application Number: 18-2128 Date: 06-26-18
Project Description: Residential Alteration Contact Name: Russ Razzani
Job Address: 2401 Stevens Ave Contact Email: r.razzani(a)razzanireality.com
This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a
complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be
submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter I are as
amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets and/or
supplemental information as requested. Permit submittals will not be accepted without two copies.
COMMENTS:
1. Please submit two (2) copies Florida Product Approval and corresponding installation instructions for the new windows that will be
installed.
1204KQI/
Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal
ordinances of this jurisdiction.
Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival.
Respectfully,
Steve Fiorey, CBO
Deputy Building Official
-1-
REQUIRED INSPECTION SEQUENCE'
IR P#. \S-- 7 17
i I�'�kIf1C,llD�l�f� I�1�➢&1s1f�i'� .
MIln Max Rns ectIl®n Descri fibnn.
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Pre our
Lintel / Tie Beam / Fill / Down Cell
Sheathing— Walls
Sheathing— Roof
Roof Dry In
Frame
Insulation. Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
1 p
Final Door
-O
Final Window
Final Screen Room
Final. Pool Screen Enclosure
Mobile Home Building Final -
Pre -Demo
Final Demo
Final Single Family Residence
Final. Building: Other
Address:
Mnn. Max. IInEL cllon. Description
ElectricUnderground®
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
Min
MzxY
IIns2ec ion- ICDescri ttion
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
Munn Max
Ell
I hs ecttion l[Descri2flou
Mechanical Rough
Mechanical. Final:
Min
Magic
Insi2ectiou )<Descri tionn
Gas Underground
Gas Rough
Gas Final
REVISED:- June 20'I4
Revision lZ
Response to Comments ❑
Permit #
s City of Sanford
Building & Fire Prevention Division
MAY 2 i 2018 S, .
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Submittal Date ( Z i
Project Address: ' 2--J V
Contact: �1r55Z2���
Ph: �I O� ' �-� g" `Cl��� Fax: LJ U-1
Email:
Trades encompassed in revision:
Building
❑ Plumbing
❑ Electrical
❑ Mechanical
❑ Life Safety
❑ Waste Water
Department
❑
Utilities
❑
Waste Water
❑
Planning
❑
Engineering
❑
Fire Prevention
❑
Building
General description of revision:
N1 f\Azw <\D LZ '"� I
ROUTING INFORMATION
Approvals
4
RECORD COPY
Friday, April 20, 2018
Seminole County Building Division
Agency Name: Res. Building Review
1101 East First Street
Sanford, Florida 32771
Primary Address
Project Name
Case Description:
Deputy Building Official:
Gentleman
2401 Stevens Avenue
Sanford, Florida 32771
Gulfside Atlantic Inc.
Interior Improvements.
Steve Fiorey, CBO
Architects - Planners
SANFORD
"k�
�i1 - 2 1 2 8
Hereinafter, please find the letter referred to the Interior and Exterior Framing Walls.
After visiting the Residence located at the address described above.
All the drywall panels that cover the walls were removed, to make a direct observation of
interior and exterior walls, headers and beams.
All exteriors and interiors walls, headers and beams show good condition and therefore
will be conserved and comply with the Florida Building Codes 2017 (6th. Edition).
I hope the above responses are sufficient for your purposes. If you have additional
quest' r need further information, please contact our office at the telephone or
ectronic ad s Olow, at your convenience.
Resp
Jose E. '�3ar sa, AIA, CSI
Senior Ar itect
FIGBAR rchiTects, Inc.
Florida Registration AR 00007453
Mr. Ricardo Lopez, Project Director
300 South Bumby Avenue, Orlando, Florida 32803
Telephone; 407-590-6363 a E-Mail: jose_b@bellsouth.net
ANDERSEN CORPORATION
E-SERIES FRENCH GLIDING & STATIONARY PATIO
DOOR (IMPACT) (WZ3)
GENERAL NOTES
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC),
EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE
FOLLOWING:
• AAMA/WDMA/CSA101/I.S.2/A440-08/11
• ASTM E1886-05
• ASTM E1996-12
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X
AND METAL STUD FRAMING AS A MAIN WIND FORCE RESISTING
SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED
PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF
THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE.
BUCK DESIGN AND INSTALLATION 15 THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND
MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE
CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE
REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR
ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE
WITH THIS DOCUMENT.
S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED TO
PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE
IN WIND ZONE 3 OR LESS.
6. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT
THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE IN WIND
ZONE 4.
7. DOOR FRAME MATERIAL: ALUMINUM CLAD WOOD.
S. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS.
SEE SHEET 1 FOR GLAZING DETAILS.
9. DESIGNATIONS "X"AND '"0" STAND FOR THE FOLLOWING:
X: OPERABLE PANEL
0: FIXED PANEL
9. CUSTOM SIZES AVAILABLE UPON REQUEST. CUSTOM DESIGN
PRESSURE WILL BE ASSIGNED EQUAL TO NEXT LARGER STANDARD
SIZE.
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
-
GENERAL NOTES & GLAZING DETAILS
2
-
ELEVATIONS & ANCHOR LAYOUTS
3
-
ELEVATION, ANCHOR LAYOUTS & QUALIFIED PANELS STYLES
4
-
VERTICAL SECTIONS
5
HORIZONTAL SECTIONS
6
INSTALLATION NOTES, ANCHOR DETAILS & SCHEDULE
7
-
ZERO MULLION & LOAD TABLE
8
-
1" MULLION & LOAD TABLE
9
-
2" MULLION & LOAD TABLE
DESIGN PRESSURE RATING
O.A SIZE
CONFIGURATION
PANEL STYLE
DESIGN PRESSURE
MISSILE IMPACT RATING
71 3/4" X 96"
XO
SP1, SP2, SP4
+60.0 / -65.0 PSF
LARGE MISSILE
SO" X 96"
0
SP1, SP2, SP4
+60.0 / -65.0 PSF
LARGE MISSILE
NOTE: SEE SHEET 3 FOR PANEL STYLE (SP) DETAILS
0.800" O.A. IG LAMINATED GLASS CONSISTING OF:
0.153" TEMPERED GLASS, 0.400" O.A. MONO LAMINATED GLASS CONSISTING OF:
0.315" AIR SPACE - STAINLESS STEEL BOX 0.153" ANNEALED GLASS,
0 153" TEMPERED GLASS
RAY
SILISTANT GLAZE 11
CONE SEALANT 0.11553' AMERICA INC.EMRICPER DGLASS SILICONE SEXTERIOR EALANT 0053"ANNEAL ANNEALED
EXTERIOR
INTERIOR INTERIOR
LIZ
GLASS SITE
GLASS BITE
11/2" BRAD NAILS, 11/2" BRAD NAILS,
1" FROM CORNERS AND 1" FROM CORNERS AND
6"-8" O.C. THEREAFTER 6"-8" O.C. THEREAFTER
'lei FAA IIrdo7:11fill IsI
M A711Ur nFTAIl 7
NOTE:
1.
ALL GLAZING CONFIGURATIONS SHALL COMPLY
WITH SAFETY GLAZING REQUIREMENTS OUTLINED
IN CURRENT FBC AND ASTM E 1300 GLASS CHART
REQUIREMENTS.
2.
SETTING BLOCK SHOULD BE 70-90 DUROMETER
AS PER CH 24 OF THE CURRENT FBC.
3.
GLASS LITES THAT EXCEED 36" IN WIDTH SHALL
�L
USE SETTING BLOCKS AT j SPAN FROM
CORNERS.
co
Andersen.
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BUILD9IC BROPS, WC
398 L BANIA BEACH BLY9. / 338
DANIA BEACH, FL 33004
MPE MT. O ANTHORIZATON W. 29578
FL It:
FL21476
DATE: 01.09.18
DWG. BY: CHK. BY:
RV I HFN
SCALE: NTS
DWG.#: AWD232
SHEET
OF 9 -
WIDTH 71.75"
PANEL MAX.
WIDTH 37.188"'
D.L.O. MAX.
WIDTH 27.813"
A B
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NIT PANEL MAX. D.L.O MAX.
IAX- HEIGHT HEIGHT
IGHT 92.875" 83.625"
36"
6" MAX. FROM
CORNERS
0
6" MAX. SPACING
FROM CORNERS
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MAX. O.C. SPACING J
SEE ANCHOR
SCHEDULECHART
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3" MAX. FROM MAX. O.C. SPACING 6" MAX. FROM MAX. O.C. SPACING ••....•.....
CORNERS SEE ANCHOR CORNERS SEE ANCHOR TOO FOURTH —NORTH
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PH: (661)264-6160 F%: I663) 264-6486
3" MAX. FROM
6" MAX.
CORNERS
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MAX. O.C. SPACING
MAX. O.C. SPACING
SEE ANCHOR
SEE ANCHOR
SCHEDULE CHART
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REMARKS
BY
DATE
OF STRUCTURAL
SILICONE SEALANT
`J 6" MAX. FROM
MAX. O.C. SPACING 6" MAX. FROM
SEE ANCHOR
MAX. O.C. SPACING
SEE ANCHOR
CORNERS
I CORNERS
SCHEDULE CHART
SCHEDULE CHART
THE PROP olN6 oaoPs,�
RITTIFICOISE— IG DROPSSAiNC"
ELEVATION
ANCHOR LAYOUT
ANCHOR LAYOUT
ARRNOEDAND
,T NVa��oA�EoUA"�ERTI uTo "'In
MAX. O.C. SPACING
SEE ANCHOR
FIN INSTALLATION
THROUGH STRAP
rJJp///�
SCH EDULE CHART
INSTALLATION
gLF.
ANCHOR SCHEDULE CHART
UNIT
CONFIG.
DESIGN PRESSURE
FIN
STRAP
THROUGH
SILL
#14 WS
SILL
#12 WS
1/4" ITW
SILL
#12 TEK
SCREW
HEAD
JAMB
HEAD
JAMB
HEAD
JAMB
71 3/4" X 96"
XO
+/- 60 PSF
+/- 65 PSF
6.0
12.0
12.0
12.0
6.5
12.0
8.5
7.5
10"
50" X 96"
0
+/- 60 PSF
+/- 65 PSF
12.0
10.0
19.0
24.0
19.0
9.0
-
-
-
WS-WOOD SCREW
SET SILL IN BED
OF STRUCTURAL
SILICONE SEALANT
6" MAX. FROM I _ MAX. O.C. SPACING
CORNERSr� SEE ANCHOR
SCHEDULECHART
ANCHOR LAYOUT
THROUGH FRAME
INSTALLATION
*� 7
-0�'.
S7oNAL
� ORDA uld6h73 7B
FLORIDI P.E. No ]3]]B
AURHNG DROP$
395 E. DANIA A,CH. BLW. W. / 333
DANIA AUTHOR IZ N0� 3
FAPE CURT. OF AUTHORIZATION Na 29378
FL #:
FL21476
DATE: 01.09.18
DWG. BY: CHK. BY:
RV HFN
SCALE: NTS
DWG.#: AWD232
SHEET
41
OF 9 /
UNIT
MAX.
HEIGHT D.L.O MAX.
96.000" HEIGHT
83.625"
PANEL MAX.
HEIGHT
92.875"
UNIT MAX.
WIDTH 50.000"
PANEL MAX. _
WIDTH 48.375"
D.L.O. MAX.
WIDTH 39.000"
ELEVATION
6" MAX. FROM
CORNERS
6" MAX. FROMr
CORNERS
MAX. O.C. SPACING
SEE ANCHOR
SCHEDULE CHART
I
3" MAX. FROM
CORNERS
3" MAX. FROM
CORNERS
MAX. O.C. SPACING
SEE ANCHOR
SCHEDULECHART
MAX. O.C. SPACING
SEEANCHOR
SCHEDULE CHART
ANCHOR LAYOUT
THROUGH FRAME
INSTALLATION
SET SILL IN BED
OF STRUCTURAL
SILICONE SEALANT
MAX. O.C. SPACING
SEE ANCHOR
SCHEDULE CHART
�01
ANCHOR LAYOUT
FIN INSTALLATION
6" MAX. FROM
CORNERS
6" MAX. FROM]
CORNERS
I
MAX. O.C. SPACING
SEE ANCHOR
SCHEDULE CHART
SET SILL IN BED
OF STRUCTURAL
SILICONE SEALANT
SP1
4 11/16" STILES & RAIL
8" BOTTOM RAIL
SP2
4 11/16" STILES & RAIL
12" BOTTOM RAIL
MAX. O.C. SPACING
SEE ANCHOR
SCHEDULE CHART
ANCHOR LAYOUT
THROUGH STRAP
INSTALLATION
SP4
4 11/16" STILES & RAIL
QUALIFIED PANEL STYLES
SET SILL IN BED
OF STRUCTURAL
SILICONE SEALANT
i Andersen.
100 FOURTH AVE NORTH
BAYPORT, MN 55003-1096
PH: 16511264-5150 FX:(651126,
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In P$gm
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REMARKS
BY
DATE
```�,1n11111" i
S F.
0 s
/
T T
�'.O�Kck1�NAL
39B E. DANIA BEAOH BLWD / 338
DANIA BEAOH, R 33004
FIBRE OERT. OF AUTIORIZATON N. Y9378
FL #:
FL21476
DATE: 01.09.18
DWG. BY: CHK. BY:
RV I HFN
SCALE: NTS
DWG.#: AWl7i Ii
0
OF
O.A. D.L.O. EXTERIOR
UNIT
HEIGHT
INTERIOR
A VERTICAL SECTION
4 FIN
dG
MEET 1
IG
HEET 1
O.A. D.L.O. EXTERIOR
UNIT
HEIGHT
INTERIOR
rg--� VERTICAL SECTION
�-4j THROUGH
i Andersen.
1. i. RTH AVE NORTH
BA PORT, MN 55003-1096
51)264-5150 FX:16511264-5485
V
U
Z
Z m E
p
C�
Q
L u
o m
W C� US
m 3
W ` >
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m
u
w
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DO
DO
a
REMARKS
777
DATE
xD SRAu IOT BE REPRODUCED 111101101 PART
WITHOUT m6x LOIIExT OF BUILDING DROPS, 110
oIIIIII wwotitR ITRER
nAaXiN cv_EG1INVALIDATE OUR 0a.oN
S F.
393 E. UAMIA BEACH BLVD. f 335
DANIA BEACH, FL 33(p4
-FBPE CERT. OF AUTHOFI N. 29578
FL #:
FL21476
DATE: 01.09.18
DWG. BY: CHK. BY:
RV I HFN
SCALE: NTS
DWG.#: AWD232
Ki
OF9
D.L.0
T HORIZONTAL SECTION
FIN
kHORIZONTAL SECTION
THROUGH
INTERIOR
SEE GLAZING DETAIL 1
O.A.
UNIT
WIDTH
(HORIZONTAL SECTION
5 INTERLOCK
INTERIOR
EXTERIOR
O.A.
UNIT
WIDTH
D.L.0
5 HORIZONTAL SECTION
FIN
rG--\ HORIZONTAL SECTION
5 THROUGH
'Andersen.
�w
100 FOURTH AVE NORTH
BAYPORT, MN 55003-1096
PH: (651) 264-5150 FX: (651) 264-5485
O
U m
Z
Z T E
Q
V Nam $
Z
cn O
cc
CL o m B
J
= w
cc q$
O
Q
W O U F
Z i_
LL
W Q C O
0
G
3
W ` 0
P
m
REMARKS
BY
DATE
AND SMALL NOT BE PaooucE111 waoLE Oa PART
ONOUT wRITFBN CONSENT "Buaowc Daoas, INC
ALTE Aeons, AODmous, wcNucRTINc, Oa oTNEa
MARKINGSUOTiPER CARD
INVALIWE OCR I
"; . TqT
`910NAU INNNI��
NERMES YG{fiEFte. P`E.
FUCRIDA P.E. No 73M
BUILDING DROPS. INC
398 E. DANIA BEACH BLNO. / 338
DANIA BEACH, R 33004
•FBPE CERT. OF AVIIIORIZATON No. 29575
FL #:
FL21476
DATE: 01.09.18
DWG. BY: BY:
CHK.
RV HFN
SCALE: NTS
DWG.#: AWD232
SHEET
C'l
OF 9
MIN. EMB.
SUBSTRATE BY OTHERS
MIN. EDGE
DISTANCE
3/8" MAX.
SHIM SPACE
NOTE:
EXTERIOR
INTERIOR JAMB HAVE
A
ANCHOR DETAIL SIMILAR DETAIL
6
(THROUGH FIN)
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION
SHOWN UNLESS OTHERWISE SPECIFIED IN ANCHOR SCHEDULE.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM
NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE
MAXIMUM SIZE LISTED.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF
±1/21NCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT
DETAILS (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES
ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT.
4, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING
SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH. SHIM
WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.
5. FOR MASONRY OR CONCRETE OPENINGS, 1X WOOD BUCK MAY BE USED
(OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE DISTANCE
REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST
SUBSTRATE. SEE GENERAL NOTE #3 ON SHEET 1 FOR MORE INFORMATION.
6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,
INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND
SIDING.
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF
CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT
COATING.
8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL
INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE 15
MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO
FACE SHELL OF BLOCK.
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH
ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS
SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE
MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER.
10. SILL SHALL BESET IN A BED OF STRUCTURAL SILICONE.
MIN.
EMBEDMENT SUBSTRATE
MIN. EDGE BY OTHERS
DISTANCE
3/8" MAX.
Li SHIM SPACE
NOTE:
EXTERIOR INTERIOR JAMB HAVE
g ANCHOR DETAIL SIMILAR DETAIL
6 (THROUGH STRAP)
1/8" MAX.
SILICONE BED
MIN. EMB.
SUBSTRATE
BY OTHERS
MIN. EDGE
EXTERIOR III—
DISTANCE
INTERIOR
p
ANCHOR DETAIL
6
(THROUGH FRAME) AT SILL (XO ONLY)
MIN. EDGE
DISTANCE
PEZEdo
Li
BY OTHERS
3/8" MAX.
SHIM SPACE
NOTE:
EXTERIOR
INTERIOR JAMB HAVE
C
ANCHOR DETAIL SIMILAR DETAIL
6
(THROUGH FRAME)
ANCHOR SCHEDULE
MIN. EDGE
NO OF ANCHORS
METHOD
SUBSTRATE
ANCHOR SCHEDULE
MIN EMBEDMENT
DISTANCE
PER LOCATION
WOOD: MIN. SG =0.55
#10 WOOD SCREW
1.5"
0.75"
1
THROUGH FRAME
3 THREADS MIN
(HEAD AND JAMB)
METAL: 18 GAUGE
410 TEK SCREW
PENETRATION BEYOND
0.50"
1
Steel, MIN. Fy = 33KSI
METAL
WOOD: MIN. SG = 0.55
#12 WOOD SCREW
1.5"
0,75"
1
THROUGH FRAME
WOOD: MIN. SG = 0.55
#14 WOOD SCREW
1.5"
0.75"
1
(SILL)
3 THREADS MIN
METAL: 18 GAUGE
#12 TEK SCREW
PENETRATION BEYOND
0.50"
1
Steel, MIN. Fy=33KSI
METAL
THROUGH FRAME
CONCRETE:
1/4" ITW TAPCON
1.75"
2.5"
1
(HEAD, SILL AND
fc=2000PSI
JAMB)
MASONRY: CMU per
1/4" ITW TAPCON
1.75"
2.5"
1
ASTM C90
WOOD: MIN. SG = 0.55
#8 WOOD SCREW
1.5"
0.75"
1
THROUGH NAIL FIN
METAL: 18 GAUGE
3THREADS MIN
Steel, MIN. Fy = 33KSI
#8 TEK SCREW
PENETRATION BEYOND
0.50"
1
METAL
WOOD: MIN. SG =0.55
#6 WOOD SCREW
1.5"
0.75"
4
THROUGH STRAP
METAL: 18 GAUGE
3THREADS MIN
Steel, MIN. Fy=33KSI
#8 TEK SCREW
PENETRATION BEYOND
0.50"
4
METAL
'Andersen.
100 FOURTH AVE NORTH
BAYPORT, MN 55003-10B6
PH165112M-5150 FX:(6511264-5485
Z o Z m E
0 =
uo3 0� �<��-=
ul Zot1 gym_ —Pi
C[ Q Z z o 3
IS
� � 3
W 5� �°
W Q 0 > Co
to F m
W z o /
r a
REMARKS BY DATE
S1F 1�10
7ZZZ'i
T T o
0 '.0 P•'����
,It s'%��lNALllE�G�>`��`
Hmmu F� ueaEkp' P`E`
FLORIDA P.E No —B
BUILONG DROPS, INC
398 E DANIA BEACH BLW. # 338
DANIA BEACH, R- S3t104
FBPE CMOF AUTHORIZATON No. 29578
FL #:
FL21476
D',TE: 01.09.18
DWG. BY: CHK. BY:
RV HFN
SCALE: NTS
DWG.#: AWD232
SHEET
OF 9
_ ... k, k to � she
MAXIMUMfD'ESIGN PRESSEIR� CAPACITY CHARTjPSF) BZERO STRUCTURAL MULLIONS (ONE WAY &TWO WAY CONFIGURATIONS) FOR USE?WITH
x
"; ES,POR -SERIEATIO„DOS ;te
`. ..` ° e �-. r
L - Mull
W - Tributary Width (in)
Length
(in)
22.0
24.0'
26.0
..
r 28.0 ,-
30.0 ,
32.0
34.0 �
36.0
u '38.0
40:0
42.0
d4.0
�,
x `4¢ 0
-
48 0
-
50.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
62.0:
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
64.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
58.9
66.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
57.7
55.3
68.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
59.2
56.7
54.3
52.1
70.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
58.6
55.9
53.5
51.3
49.2
72.0 -
60.0
60.0
60.0
60.0
1 60.0
60.0
60.0
60.0
60.0
58.1
55.4
52.8
50.6
48.4
46.5
.74.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
57.9
55.0
52.4
50.0
47.9
45.9
44.0
76.0:
60.0
60.0
1 60.0
60.0
60.0
60.0
60.0
58.0
54.9
52.2
49.7
47.4
45.4
43.5
41.7
78.0
60.0
60.0
60.0
60.0
60.0
60.0
58.3
55.0
52.1
49.5
47.2
45.0
43.1
41.3
39.6
80.0-.
60.0
60.0
60.0
60.0
60.0
58.9
55.4
52.3
49.6
47.1
44.8
42.8
40.9
39.2
37.7
82.0
60.0
60.0
60.0
60.0
59.8
56.0
52.7
49.8
47.2
44.8
42.7
40.7
39.0
37.3
35.9
84.0
60.0
60.0
60.0
60.0
56.9
53.4
50.2
47.5
45.0
42.7
40.7
38.8
37.1
35.6
34.2
86.0 '
60.0
60.0
60.0
58.2
54.3
50.9
47.9
45.3
1 42.9
40.7
38.8
37.0
35.4
34.0
32.6
88.0
60.0
60.0
59.9
55.6
51.9
48.6
45.8
43.2
41.0
38.9
37.1
35.4
33.8
32.4
31.1
'90.0 ;
60.0
60.0
57.2
53.2
49.6
46.5
43.8
41.3
39.2
37.2
35.4
33.8
32.4
31.0
29.8
92.0
60.0
59.3
54.8
50.9
47.5
44.5
41.9
39.6
37.5
35.6
33.9
32.4
31.0
29.7
28.5
94.0 -
60.0
56.8
52.5
48.7
45.5
42.6
40.1
37.9
35.9
34.1
32.5
31.0
29.7
28.4
27.3
96-0,
59.5
54.5
50.3
46.7
43.6
40.9
38.5
36.3
34.4
32.7
31.1
29.7
28.4
27.3
26.2
NOTE:
1) MULLION CHART APPLIES TO ZERO MULL ASSEMBLIES.
2) DESIGN PRESSURE VALUES ARE POSITIVE AND NEGATIVE IN PSF.
3) MAXIMUM DEFLECTION HAS BEEN LIMITED TO L/175.
4) DESIGN PRESSURE OF ASSEMBLY IS LIMITED TO THE LESSER DESIGN PRESSURE OF THE MULLION
ASSEMBLY OR THE INDIVIDUAL UNIT OF INSTALLATION. ADJACENT WINDOWS OR DOORS SHALL
BE UNDER SEPARATE FL OR MIAMI-DADE APPROVAL.
5) MULLION CHART APPLIES TO THE FOLLOWING INSTALLATION CONDITIONS AS LISTED ON SHEET 2 & 3
6) TRIBUTARY WIDTH = W = (Wl+W2)/2
7) REFER TO SHEET 6 FOR INSTALLATION DETAILS.
8) WHEN WINDOWS ARE STACKED VERTICALLY, THE MANUFACTURER/INSTALLER SHALL ENSURE
THAT THE WEIGHT OF UNITS ABOVE WILL NOT CAUSE DEFLECTIONS OR STRESSES WHICH WILL
AFFECT OPERATION OR STRUCTURAL ADEQUACY OF UNITS BELOW.
ZERO MULLION
WI+W2=W
2
Andersen.
100 FOURTH AVE NORTH
BAYPORT, NIN 55003-1096
PH:16511264-5150 FX:16511264-5485
(D
ZO =
U m
z
U O r �
O a -
Lw U Z o71
y
Z i
o o
W 2
m
w Q o
co
Ln
m
`a /(/
REMARKS
BY
DATE
398 E. DANIA BEACH BLV . i 338
DANIA BEACH. R 330W
FBPE MT. OF AUTHORIZATION N. 29578
FL #:
FL21476
DATE: 01.09.18
DWG. BY: CHK. BY:
RV I HFN
SCALE: NTS
DWG.#: AWD232
u
OF 9
MAXIMUM DESIGN PRESSURE CAPACITY CHART' PSF):.1"-, STRUCTURAL MULLIONSJOW WAY;(& TWO-WAY CONFIGURATIONS) FOR SE WITH E-5 RIES
.i}`
}' PATIO DOORS¢: '""
'ss `.'�u' a'5*.L: -... .-. .%.... o ==d`kr`$k"
L - Mull
W - Tributary Width (in)
Length
(in)
?2.0
: 24.0
26:0
;�28.0
30.0 "
32:0
34.0 �-
36.0,'
38.0
`40.0
.; 42,0
,..44'0 ,;
480s
480 -
50,0
60.0'
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
62.0,
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
64.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
66.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
59.4
68.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60A
60.0
57.7
70.0:
60.0
60.0
60.0
60.0
1 60.0
60.0
60.0
60.0
60.0
60.0
1 60.0
60.0
60.0
58.3
56.0
72.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
59.2
56.7
54.5
74.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
57.6
55.2
53.0
76.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
58.6
56.1
53.7
51.6
r'78.0 -
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
59.8
57.1
54.6
52.4
50.3
80.0'i `.
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
58.3
55.7
53.3
5"
49.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
59.8
56.9
54.3
52.0
49.8
47.8
84.0 '
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
58.3
55.6
53.0
50.7
48.6
46.7
86.0 `"
60.0
60.0
60.0
60.0
1 60.0
60.0
60.0
60.0
60.0
57.0
54.3
51.8
49.6
47.5
45.6
88.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
58.6
3.
550.6
48.4
46.4
44.6
90.0 ,
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
57.3
1.9
49.5
47.4
45.4
43.6
92.0 ;.
60.0
60.0
60.0
60.0
60.0
60.0
60.0
59.2
56.1
N51.148.6
0.7
48.4
46.3
44.4
42.6
94.0,
60.0
60.0
60.0
60.0
60.0
60.0
60.0
57.9
54.9
9.7
47.4
45.3
43.5
41.7
96.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
56.7
53.7
46.4
- .
42.5
40.8
NOTE:
1) MULLION CHART,APPLIESTO1"MULLASSEMBLIES.
2) DESIGN PRESSURE VALUES ARE POSITIVE AND NEGATIVE IN PSF.
3) MAXIMUM DEFLECTION HAS BEEN LIMITED TO L/175.
4) DESIGN PRESSURE OF ASSEMBLY IS LIMITED TO THE LESSER DESIGN PRESSURE OF THE MULLION
ASSEMBLY OR THE INDIVIDUAL UNIT OF INSTALLATION. ADJACENT WINDOWS OR DOORS SHALL
BE UNDER SEPARATE FL OR MIAMI-DADE APPROVAL.
5) MULLION CHART APPLIES TO THE FOLLOWING INSTALLATION CONDITIONS AS LISTED ON SHEET 2&3
6) TRIBUTARY WIDTH = W = (Wl+W2)/2
7) REFER TO SHEET 6 FOR INSTALLATION DETAILS.
8) WHEN WINDOWS ARE STACKED VERTICALLY, THE MANUFACTURER/INSTALLER SHALL ENSURE
THAT THE WEIGHT OF UNITS ABOVE WILL NOT CAUSE DEFLECTIONS OR STRESSES WHICH WILL
AFFECT OPERATION OR STRUCTURAL ADEQUACY OF UNITS BELOW.
1" MULLION
WI+W2=W
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398 E. DANIA BEACH BLVD. / 338
DANIA BEACH, FL SSD04
FBPE CERT. OF AUTHORRARON N, "578
FL #:
FL21476
DATE: 01.09.18
DWG. BY: CHK. BY:
RV I HFN
SCALE: NTS
DWG.#: AWD232
SHEET
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MAXIMUM DESIGN PRESSURE CAPACITY CHART (PSF): 2" STRUCTURAL MULLIONS (ONE WAY & TWO-WAY CONFIGURATIONS) FOR USEINITH E-SERIES
PATIO BOORS .- I
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L - Mull
W - Tributary Width (in)
Length
(in)
22.0
24.0
-
26.0
28.0
-
30.0
32.0
34.0
36.0
38.0
40.0
42.0
44.0
46.0
'48.0
50.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
62.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
64.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
66.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
59.4
68.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
57.7
70.0
60.0
60.0
60.0
60.0
1 60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
58.3
56.0
72.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
59.2
56.7
54.5
74.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
57.6
55.2
53.0
76.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
58.6
56.1
53.7
51.6
78.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
59.8
57.1
54.6
52.4
50.3
80.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
58.3
55.7
53.3
51.1
49.0
82.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
59.8
56.9
54.3
52.0
49.8
47.8
84.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
58.3
55.6
53.0
50.7
48.6
46.7
86.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
57.0
54.3
51.8
49.6
47.5
45.6
88.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
58.6
55.7
1 53.0
50.6
48.4
46.4
44.6
90.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
57.3
54.5
51.9
49.5
47.4
45.4
43.6
92.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
59.2
56.1
53.3
50.7
48.4
46.3
44.4
42.6
94.0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
57.9
54.9
52.1
49.7
47.4
45.3
43.5
41.7
96:0
60.0
60.0
60.0
60.0
60.0
60.0
60.0
56.7
53.7
51.1
48.6
46.4
44.4
42.5
40.8
NOTE:
1) MULLION CHARTAPPLIESTO 2" MULLASSEMBLIES.
2) DESIGN PRESSURE VALUES ARE POSITIVE AND NEGATIVE IN PSF.
3) MAXIMUM DEFLECTION HAS BEEN LIMITED TO L/175.
4) DESIGN PRESSURE OF ASSEMBLY IS LIMITED TO THE LESSER DESIGN PRESSURE OF THE MULLION
ASSEMBLY OR THE INDIVIDUAL UNIT OF INSTALLATION. ADJACENT WINDOWS OR DOORS SHALL
BE UNDER SEPARATE FL OR MIAMI-DADE APPROVAL.
5) MULLION CHART APPLIES TO THE FOLLOWING INSTALLATION CONDITIONS AS LISTED ON SHEET 2 & 3
6) TRIBUTARY WIDTH = W = (Wl+W2)/2
7) REFER TO SHEET 6 FOR INSTALLATION DETAILS.
8) WHEN WINDOWS ARE STACKED VERTICALLY, THE MANUFACTURER/INSTALLER SHALL ENSURE
THAT THE WEIGHT OF UNITS ABOVE WILL NOT CAUSE DEFLECTIONS OR STRESSES WHICH WILL
AFFECT OPERATION OR STRUCTURAL ADEQUACY OF UNITS BELOW.
711 Mill I ION
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398 E. DANIA BEAOI BLVD. / 338
DANIA BEACH. FL 33004
fBPE CERT. C AUTIORIZ TI011 Na 29575
FL #:
FL21476
-E: 01.09.18
DWG. BY: CHK. BY:
RV I HFN
SCALE: NTS
DWG.#: AWD232
9
OF
BP910U01 CITY OF SANFORD 7/26/18
Names Maintenance 15:02:50
Application number . . . . 18 00002128
Property address . . . . . 2401 STEVENS AVE
Type information or options, press Enter
Contractor name begins with . . .
GULFSIDE ATLANTIC INC
5923 OLD CHANEY HWY BL License # 18 00044240
CONTRACTORS STATE LICENSE: CBC012032
Contractor type: BUILDING CONTR/CERTIFIED
ORLANDO, FL 32807
Phone: (321) 217-3170
2=Change 4=Delete 5=View
Opt Name Type Lic Number CONTRACTORS STATE LICENSE
_ ANTHONY RAZZANI CP
GULFSIDE ATLANTIC INC OW
Bottom
F3=Exit F6=Add name F7=Add subcontractor F9=Sort type F11=Change view
F10=Exclude subcontractors F12=Cancel F13=Contractor search F24=More keys
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR 15 REQUIRED AT EACH ANCHOR LOCATION SHOWN,
UNLESS OTHERWISE STATED.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF
ANCHORS TO BE USED FOR PRODUCT INSTALLATION.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF it/21NCH OF
THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT
CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE
INSTALLATION ANCHOR TO THE NEXT.
4. FLANGE INSTALLATION: FOR INSTALLATION THROUGH 1X BUCK TO
CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/ MASONRY, USE ONE (1) 3/16
INCH ITW TAPCON PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 1114 INCH
MINIMUM EMBEDMENT.
5. FLANGE INSTALLATION: FOR INSTALLATION THROUGH STEELSTUO USE ONE (1) #10
SELF -TAPPING SCREWS PER LOCATION OF SUFFICIENT LENGTHTOACHIEVE 3 THREADS
MINIMUM ENGAGEMENT INTO METALFRAME SUBSTRATE.
6. FIN INSTALLATION: FOR INSTALLATION THROUGH STEEL STUD USE ONE (1) #8
SELF -TAPPING SCREWS PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 3THREADS
MINIMUM ENGAGEMENT INTO METAL FRAME SUBSTRATE.
7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING
BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING.
8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF
CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING.
DISSIMILAR MATERIALS MUST BE SEPARATED OR COATED IN ACCORDANCE WITH FBC
SECTION 2003.8.4.
9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION
ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF
BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK.
10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE
USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH
SPECIFIED BY THE ANCHOR MANUFACTURER.
11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS
HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE
FOLLOWING PROPERTIES:
A.CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 2700 PSI.
S. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR
GREATER)-
C. STEEL -MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 33
MILS. (20 GUAGE)
PLY GEM WINDOWS
471214812 SINGLE -HUNG (NON -IMPACT)
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNEDAND
MANUFACTURED TO COMPLY WITH THE 2007 FLORIDA
BUILDING CODE (F8C) EXCLUDING HVHZ AND HAS BEEN
EVALUATED ACCORDING TO THE FOLLOWING:
AAMA/WDMA/CSA 101/I.S.2/A440-05
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY, 2X AND METAL STUD FRAMING AS A
MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD
FOR THE PROJECT OF INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC
AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
DOCUMENTS FOR USE WITH THIS DOCUMENT.
S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO
PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE.
6. WINDOW FRAME MATERIAL ALUMINUM 6063-T5
7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300GLASS
CHARTS. SEE SHEET 5 FOR GLAZING DETAILS..
8. DESIGNATIONS "X"AND "O" STAND FOR THE FOLLOWING:
X. OPERABLE PANEL
O: FIXED PANEL
00
N
-n
6(
N
00
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
I
-
GENERALS INSTALLATION NOTES
2
-
ELEVATIONS 6 ANCHOR LAYOUTS
3
-
4712FL VERTICAL 6 HORIZONTAL SECTIONS
4
-
4712F VERTICAL 6 HORIZONTAL SECTIONS
5
_
4812E VERTICAL 6 HORIZONTAL SECTIONS
6
-
COMPONENTS 6 BILL OF MATERIALS
PRODUCT
OVERALLSIZE
DP RATING
MISSILE IMPACT
RATING
WI)TN
THEIGHT
4712F
48'
1 84"
• 50 /- 60 PSF
NOT RATED
4712F
• 50 /- 60 PSF
NOT RATED
4712FL
4 50 /- 60 PSF
NOT RATED
4712FL
r"48'4'
+ 50 /- 60 PSF
NOT RATED
4812E
+ 50 /- 60 PSF
NOT RATED
PLy GEM
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433 N. MAIN ST„ PO BOX 559.
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1/4' MAX.
SHIM SPACE
#8 SELF -TAPPING SCREW
INSTALLATION ANCHOR
METAL STUD FRAMING
BY OTHERS
3 THREADS MIN, J/
ENGAGEMENT LJ
{ SHEATHING—�'
BY OTHERS
17
18
EXTERIOR FINISH
BY OTHERS 10
PERIMETER CAULK O.A.
BY OTHERS WINDOW
WIDTH
HORIZONTAL SECTION
5 JAMB - STEEL STUD FRAME
PLy,GEM
INTERIOR
-SEE GLAZING
433 N. MAIN ST. PO BOX 559.
ROCKY MOUNT, VA 24151
PH: 540-484-6348 FX: 540-4846683
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SHIM SPACE
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#8 SELF-TAPPINGSCREW
INSTALLATION ANCHOR
W
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Lu
METAL //BY OTHERS STU0 FRAMING
INTERIOR 3 THREADS MIN.
- Z'
15 ENGAGEMENT
SHEATHING
BY OTHERS
1Q7r"@
16 EXTERIOR FINISH
SEE GLAZING BY OTHERS
DETAIL i PERIMETER CAULK
BY OTHERS•
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EXTERIOR O.A.
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�-- WINDOW
WIDTH
DWG #:
HORIZONTAL SECTION
PGW029
5 JAMB - STEEL STUD FRAME
SHEET:5
4812 FIN
OF 6
1 4712FL FRAME - HEAD
ALUMINUM
TYPICAL WALL THICKNE55:.062"
--- Z43"
1.285`
6 4712F FRAME - SILL
ALUMINUM
TYPICAL WALL THICKNESS: .062'
2,484"
3.2197"
OSASH - HEAD
11 ALUMINUM
TYPICAL WALL THICKNE55:.062'
F-771'
1.365"
1-
2 4712FL FRAME - SILL
ALUMINUM
TYPICAL WALL THICKNESS; .062`
2 7f
7 4712F FRAME - JAMB
ALUMINUM
TYPICAL WALL THICKNE55:.050"
12 SASH - SILL
ALUMINUM
TYPICAL WALL THICKNESS:.062"
1.482"
2.594'
O3
4712FL FRAME - JAMB 4712FL - JAMB CLIP
ALUMINUM 4 ALUMINUM
TYPICAL WALL THICKNE55:.062' TYPICAL WALL THICKNESS .062'
2.4
��--E- 2.269'
8 4812F FRAME - HEAD
ALUMINUM
TYPICAL WALL THICKNESS:.062"
OSASH - JAMB
13 ALUMINUM
TYPICAL WALL 114ICKNESS:.062"
--.-I l-� 0.382"
2.30r
L
4812F FRAME - SILL
ALUMINUM
TYPICAL WALL THICKNE55:.062"
2.4sr' -1
1
3297'
1
OMEETING RAIL
14 ALUMINUM
TYPICAL WALL THICKNE55:.062"
1.297'
zia`
1-
BILL OF MATERIAL
NO.
PARTNUMBER
DE5_C_RIPTION
MATERIAL
MANUFACTURER _
1
11068
4712FL FRAME - HEAD
ALUMINUM
PLY GEM
2
11929
4712FLFRAME -SILL
ALUMINUM
PLY GEM
3
11070
4712FL FRAME - JAMB
ALUMINUM
PLY GEM
4
11451
4712FL - JAMB ANCHOR CLIP
ALUMINUM
PLY GEM
5
10372
4712F FRAME - HEAD
ALUMINUM
PLY GEM
6
11927
4712F FRAME - SILL
ALUMINUM
PLY GEM
7
10374
1 4712F FRAME - JAMB
ALUMINUM
PLY GEM
8
10379
4812F FRAME - HEAD
ALUMINUM
PLY GEM
9
11928
4812F FRAME - SILL
ALUMINUM
PLY GEM
10
10381
4812FFRAME-JAMB
ALUMINUM
PLY GEM
11
11622
SASH - HEAD
ALUMINUM
PLY GEM
12
11926
SASH -5ILL
ALUMINUM
PLY GEM
13
10377
SASH - JAMB
ALUMINUM
PLY GEM
14
11623
MEETING RAIL
ALUMINUM
PLY GEM
15
V - 490 TYP.
GLAZING BEAD
VINYL
PLY GEM
16
V-7145
FIXED JAMB SHIM
ALUMINUM
PLY GEM
17
V - 7139
SASH SHIM
ALUMINUM
PLY GEM
18
V - 7140
SCREEN RETAINER
ALUMINUM
PLY GEM
5 4712F FRAME - HEAD
ALUMINUM
TYPICAL WALL THICKNESS:.062"
� 43"
t.785" pl�
4812F FRAME - JAMB
IO ALUMINUM
TYPICAL WALL THICKNE55:.062'
OGLAZING BEAD
15 VINYL
t -4
0.645°
b PLY GEM
1'S°iND }V-VS
433 N. MAIN ST., PO BOX 559.
ROCKY MOVNT, VA 24151
PH: 540 484-6348 PX: 540484-6683
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DWG #:
PGW029
SHEET: 6 OF 6
125 S. Swoope Ave
Suite 203
Maitland, FL 32751
Office: 407-478-8777
Fax: 407-478-8778
JUL 16 2016
�8--Ij-$
I Derick A. Proctor of Gulfside Atlantic, INC. (License #
CBC012032) agree to transfer open permit on 2401 Stevens
Ave. Sanford FL 32771 to Hass Construction, LLC (License #
CRC1329923)
Derick Proctor
Date
Flo,, 40,
60 k-1
Sri 2 011,
o MY ANGEL MIGUEL CHAVEZ
Q NOTARY PUBLIC
a STATE OF ORIDA
m 0 1 9699
022
BP910U01
CITY OF SANFORD 7/26/18
Names Maintenance 07:35:29
Application number . . . . .
Property address . . . . . .
Type information or options,
Contractor name begins with
GULFSIDE ATLANTIC INC
5923 OLD CHANEY HWY
18 00002128
2401 STEVENS AVE
press Enter
BL License # . : 18 00044240
CONTRACTORS STATE LICENSE: CBC012032
Contractor type: BUILDING CONTR/CERTIFIED
ORLANDO, FL 32807
Phone: (321) 217-3170
2=Change 4=Delete 5=View
Opt Name Type Lic Number CONTRACTORS STATE LICENSE
ANTHONY RAZZANI CP
GULFSIDE ATLANTIC INC OW
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BP20OP16
CITY OF SANFORD
7/25/18
Application Master Maintenance
17:10:11
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Number 1291 Pre Qual
Dir W
Street name AIRPORT
Sfx BLVD
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18 00003098
1291 W AIRPORT BLVD
INCM UR
_
12 00001342
1291 W AIRPORT BLVD
FRSP CL
_
12 00001084
1291 W AIRPORT BLVD
INCM CL
_
06 00002282
1291 W AIRPORT BLVD
FRSP CL
_
06 00001901
1291 W AIRPORT BLVD
INCM CO
_
08 00001048
1295 W AIRPORT BLVD
FSUP CL
_
08 00000819
1295 W AIRPORT BLVD
MECC CL
_
08 0000OS92
1295 W AIRPORT BLVD
FRSP CL
_
07 00003187
1295 W AIRPORT BLVD
INCM CO
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Job Address:
CITY OF
S,Aj4F0R%x7_)Jq sEP 0 5 2018 PERMIT APPLICATION
BUILDING DIVISION a
Application No: 8 (Zg
a.C�o I
Documented Construction Value: $ 441,2n
Historic District: Yes ❑ No[?f-
Parcel ID: 3 I --) 9 -3 ) _S-z_`1< / 2-C)O (ao) O Residential 9 Commercial ❑
Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑
Description of Work
Plan Review Contact Person:
Phone:
Fax: Email:
Property Owner Information
Title:
Name a. In,r t. S (^t-?t�-) Phone: 1� 07 Z-- � 5?
Street: '1100 1 U) , ,,, 1e C�z i 'b Resident of property?:
City, State Zip:
Contractor Information
Name r-Phone:
Street: %/'I/P/�i/l Fax:
City, State ZipState License No.:17
Architect/Engineer Information
Name: 4- Phone:
Street:
City, St, Zip:
Bonding Company:
Address:
Fax
E-mail:
Mortgage Lender:
Address:
N i�
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 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 BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT
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.
do
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6'b Edition (2017) Florida Building Code
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that maybe 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.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to
calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value
will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated
charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued.
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 regulatin
tic, 2-`7Ieo/j
Signature of WmmWRAgent Date
/74��
Print Owner/Agent's Name
(1 (11() ILA-�D C-44 Lt en u
Signature of Notary -State of Florida Uate
Owner/Agent is Personally �rwno Me or
,Xo uceAG KFe o aL
Notary Public - State of Florida ! e a-O�
y g Commission # FF 989101
iN • Q:
Signature of No t e r'
ANNETTE M plr1N0
` �„ ' Notary Public - State O' FIOriCa
Commissior = GG 17C CC
D,iy Comm. Expires Jar I. 2C22
Contractor/ gel js ' eorcRersaA VAIAV YdG o Me or
Produced I I Iype o I
9, P�; My Comm. Expires May 4, 2020 BELOW IS FOR OFFICE USE ONLY
of "°.• Bonded through National Notary Assn.XICUMIKPI
Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing ❑ Gas ❑ Roof ❑
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
Flood Zone:
# of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes ❑No ❑ # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
Fire Alarm Permit: Yes ❑ No ❑
WASTE WATER:
BUILDING:
❑ COMPRESSOR
❑SUCTION PSI
❑HEAD PSI
❑VOLTS AMPS
Y a 3tS
L k r z 4txi�tzv
�S_ 5.:
❑ ELECTRICAL CONNECTIONS
❑ CONTACTS TIGHT & CLEAN
�s� 1
OIL LEVEL&CONDITION
❑ CONDENSER COIL
[]CLEAN COIL & CHECK FIN COND.
[]ENT 'F LVG 6F
❑ REFRIGERANT
[]LEAK ❑CHARGE
❑ FAN AND MOTOR
y -T
,
:
[I VOLTS AMPS
❑ ELECTRICAL CONNECTIONS
❑CONTACTS TIGHT & CLEAN
❑FAN PULLEYS (ADJUST BELT)
❑CHECK. LUB BEARINGS & MOTOR
❑CFM
❑ COIL
Iu•sfa:.
=.:.r "'2 I .:ar a ,._ ...: -<
EVAPORATOR
❑ CLEAN COIL & CHECK FINDI�Rlli
❑ENTDS 'F
ILVGDB_F
❑ ENT WB _'F LVG WB 'F
❑ CONDENSATE AREAS
❑INSPECT&CLEAN DRAIN PAN
❑ INSPECT & CLEAN DRAIN
❑AIR FILTERS
❑ CLEANED ❑REPLACED
FILTER SIZE
❑HEATING ASSY.
❑ BURNER & HEAT EXCHANGER
,
tr+„ �*
i ` ..t�r3 • +t�� .
❑ FUEL SUPPLY & PRESSURE
❑ PILOTASSEMBLY
*{W T ti
t`I .t
FLAME ADJUSTMENT
❑ PRIMARY RELAY & FLUE
❑ FAN & LIMIT SWITCH OPER.
❑ BLOWERASSEMBLY
TOTAL PARTS
❑RV VALVE
❑ STRIP HEAT
❑ DEFROST CYCLE
❑ ELECTRICAL COMP'TS.
❑ RELAYS []CONTACTORS
❑ OVERLOAD ❑PRESS SWITCH
❑ THERMOSTAT
❑O.K. ❑REPLACE
❑ RELOCATE
PARTS WARRANTY
All parts as recorded are warranted as per
manufacturer specifications.
LABOR GUARANTY
The labor charge as recorded have relative
to the equipment serviced as noted, is guar-
anteed for a period of N days.
We .do not; of course, guaranty other parts
that those we install. It repairs later became
necessary doe to other defective parts, they
will be charged separately.
c
R
A
e
s
F
R
O
M
a
E
n
WRrl
17
i ;
TsI%AYE1.1r1iNE
TIME
ARRIVED
TIME
E u'�
DEPARTED
TYPE
R � �
TRAVEL
REFRIG.
TIME
:fi
ENDING
START -
TOT MILES
A.
TRIP
CHARGES
DISPOSAL
NON USEABLE
DISPOSAL
S
• OUT(OR
On'
REPLACED;
:DIS-
QTY
MANTLED
REFRIGER)
OTY
6
O
OTY
OURPERSONI
RECOMMEND:
OTY
QTY
YES n
'DISPOSAL
RAR Mechanical, LLC U.. #CAC 1818885
(Appliance, Refrigeration, Air Conditioning)
606 River Fem Lane • DeLand, FL 32720E , l r
��
CITY SIAItI J�,2 7�/ ........_.
I
MODEL SERIAL NUMBER ❑ WARRANTY
❑ AHS
❑ SERVICE CONTRACT
❑ HBW
❑ RES.
JOB _ s I ❑ COMM.
S1
EC
•
l HAVE T IE AUTH05Rff TO ORDER THE ABOVE WORK AND, DO SO ORDER AS Gnti 3�,v ie+c ;
OUTLINED ABOv IT IS AGREED THATTHE SELLER WILL RETAIN TITLE TO ANY
EQUIPMENT TERIAL FURNISHED UNTIL FINAL & COMPLETE PAYMENT IS
MADE. IFS ENT IS NOT MADE AS AGREED. THE SELLER SHALL HAVE DIAG/TRIP
THE RI TO REMOV SAMEANDTHE SELLER WILL BE HELD HARMLESS FOR CHARGE
ANY D AGES RESULM j G FROM THE REMOVALTHEREOF.
\ TAX
TOTAL
MOUNT
DUE
AUTHORIZED SIGNATURE I
ABOVE ORDERED WORK HAS BEEN COMPLETED AND I ACKNOWLEDGE RECEIPT OF MY COPY.
11
IBM
CITY OF
PERMIT APPLICATION
Sk�4" D
BUILDING DIVISION R � �,
Application No:
Documented Construction Value: $ 04p
job Address: a 0 1 :�4-e X. em!:z-, tq Historic District: Yes El No[]'
Parcel ID:._3_1_ 19 - 31 - 5A4 - - ----- C9 to) 10 Residential FrCommercial 0
Type of Work: New [] Addition [Alteration [I RepairEl DemoEl Change of Use [I Move ❑
Description of Work: 7A)6+19AA m9w drat 1l-45- ; N) tA.!If AJI!?A-J- - -
U) ;49 f �Ne P,�� (7 SU �10 b i _N 4rnK71j,0 (5w_e� (:&kx-ez,
Plan Review Contact Person:
Phone:
Fax
Email:
Title:
Property Owner Information
Name C)"r, ker LADS Phone: . Pkps
Street: bot.. W i hb ieAw 7!� IL Resident of property?:
City, State Zip: L&M Ruq
Contractor Information
Name Lomm Cec�6 ge11) ti6ima Phone:
Street:i Quir Fax: NO-7 - ZZ( -Lo jocy
City, State Zip: State license No.: M 51, rl Q
Architect/Engineer Information
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
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 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 BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT
Application is hereby madc to obtain a perini(to do the work and installations as indicated. I certify that no work or installation has commenced prior
to the issuance ol'a permit and that all work will be perfornied 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.
"FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6'b Edition (2017) Florida Building Code
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,
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to
calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value
will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated
charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued.
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.
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida 0 Date
Signature of Contractor/Agent Date
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally to Me o Contractor/Agent is Personally Known to Me or
Produced ID T o D 7A two % K/w Produced ID Type of ID
PY pUi
SHERRY A COLLINS
Q4P B i.
Notary Public State of Flo
a
* ° = Commission # FF 9es'o' BELOW IS FOR OFFICE USE ONLY
;N9. P= My Comm. Expires May 4, 202Q
°;,; ;°`` Bonded through National Notary Assn.
-
Required: Building ❑ Electrical El Mechanical ❑ Plu nbing ❑ Gas ❑ Roof ❑
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
Flood Zone:
# of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
Fire Alarm Permit: Yes ❑ No ❑
WASTE WATER:
BUILDING:
Longst6rthW`Plumbing Services, Inc.
5415 Rake Howell Road Unit 103
Winter Parr Fi. 32792
'( 7) 1- 61 JPhone & fax)
Horne Improvement Contract
The parties to this agreement are of
0 n`mk .o K\ (here in after the "owner") and
• G_a
the "iw � o in after
� - The c. Eerertced. In ent�ww be
Perfnrrx,®d at S�ve,(here in after "Premises).
in'exchange for good and valuable consideration.
1. Builder will peftrm Ina good and
arm rmanet+er all,work necessaryto .
Perform the fbilowiftre ' corastr on
1 7 I � ^ I _ _ . , . ,amens;( herein the Work'
e upon completion of
3. The work shall be performed on or by A-S S60l �
4, any changes, alterations, or additimm toothe w as
ou..sly ngt not
111mited to extra cost Of material,- esin=roletim date .addlional labor expenses
Must to in:wWaingto'be valid and bonding to the owner and contractor.
S. Instrument Such wrritings t(terpafter shall be Incorporated as a part of this agreement.
Executed on this y-� day,of as a seated.
OWNER
CONTRACTOR
r
Revision ❑ ail City of Sanford
Response to Comments ❑ Building & Fire Prevention Division
AUG 2 1 2015 Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Permit # Submittal Date
Project Address:f%,�
Contact: l-t-��-S
Ph: `f C7� — 2-4 2 — +33) Fax:
Email:`
Trades encompassed in revision:
Building
❑ Plumbing
❑ Electrical
❑ Mechanical
❑ Life Safety
❑ Waste Water
Department
❑
Utilities
❑
Waste Water
❑
Planning
❑
Engineering
❑
Fire Prevention
❑
Building
General description of revision:
ROUTING INFORMATION
Approvals
5�r i 2 - l8
r
AUG 1 1 2018
p I a St p'-
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
smooth / Wood Grain / White Wood Grain
Rustic / Mahogany
o Series N Fiberglass Door
INSWING / OUTSWING
"NON -IMPACT'
0(n
GENERAL NOTES
1. This product has been evaluated and Is In, compliance with the 5th Edition (2014) Florida Building Code
(FBC) structural requirements including 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 the "HVHZ" this product Is required to be protected with an Impact resistant covering that
complies with Section 1626 of the FBC.
4. When used In areas outside of the "HVHZ" 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 FBC.
5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck
masonry construction.
6. Site conditions that deviate from the details of thid drawing require further engineering analysis by a
licensed engineer or registered architect.
7. Outswing configurations meet water infiltration requirements for "HVHZ'.
8. Inswing configurations do not meet the water infiltration requirements for the "HVHZ". Inswing units shall
be installed only in non -habitable areas or at habitable locations protected by on overhang or canopy
such that the angle between the edge of canopy or overhang to sill is less than 45 degrees.
TABLE OF CONTENTS
SHEET#
DESCRIPTION
1
Typical elevation, design pressures, & general notes
2
Door panel details
3
Horizontal cross sections
4
Vertical cross sections
5
Buck and frame anchoring • ZX buck masonry construction
6
Frame anchoring - I X buck masonry construction
7
Bill of materials & components
37.5R MAX. OVERALL
FRAME WIDTH
o z
� o
M
x x
O 0
w
s
MAX „
DESIGN PRESSURE (PSF)
SWING ,
:FRAME :
''
� a ,,
iDIMENSiOfJ>
"POSfZIVE 'NE,GATIVE:Y.
37.50"
INSWING
x
+50.0
-50.0
81.63"
37.50"
OUTSWING
x
+50.0
-50.0
80.50"
I:
A
B
Itz
o
U
�: 02 20 12 z
N.T.S.
3. BY: JK m
C BY: LFS 3
WN0 NO.:
FL-15220.6 N
0
:ET 1 or 7 "
INTERIOR
,AJ�Cr
-
SEE
HARDWARE 1.39"
CHART
I1—
Oc" Sf-CL-11-9
KWIKSET
LOCK: SIGNATURE SERIES
I
DEADBOLT: SIGNATURE SERIES 780
YALE
LOCK: YH I COLL C11ON
DEADBOLT: YH COLLECTION (80 SERIES)
45
7
VERTICAL CROSS SECTION
DWO, BY.- JK
CHK BY., LFS
HAWING NO,
FL- 15220.6
SHEET _L OF
EMS. (TYP.) + �:
4 4 20 21 C A
g
izs
4 'W'• ?• �•6�n
8 7
INTERIOR
® °. a cam•
3 3
EXTERIOR 10 Q
D
9
4 °
a t•t/a"MIN. 3 HORIZONTAL CROSS SEC ON t-t/a^ MIN. o
EMS. (TYP.) 3 Shown w/iX sub buck TI EMS. (TYP.) x
ed. • a 8 C 8 L
3 .IS"
(fYP.i 15'
CSINK CSINK
nyp)
Ln
4 � a
5 20 21 20 21 °
Z
° B o
7 8 8 7
@ INTERIOR INTERIOR R
•° d , e r10
°
j e 10 r onTE:02120112 =
0 EXTERIOR 27 EXTERIOR K D ^' SCALE: N.T.S. 9
M
'• 11 owo. BY! JK m
CHK. BY: LFS ;
I E 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION E °
( 3 a t approved n . inswing onAw Ho NO.; d
3 Out ng shown - Inswing FL-15220.6 N
also approved SHEET CP d
EXTERIOR -L�W INTEROOI
((�11 VERTICAL CROSS SECTION
also p 9 shoo - Inswing
EXTERIOR .... f`... INTERIOR
2 VERTICAL CROSS SECTION
4 Shown w/IX sub -buck /
EXTERIOR 'INTERIOR EXTERIOR /�/ INTERIOR
3 VERTICAL CROSS SECTION
4 Outswing confirguration
a a -
4 VERTICAL CROSS SECTION
q Inswing configuration
9E
N.T.S.
o. BY: JK d
C BY.. LFS D
WING NO.: 0
FL-75220.6
i
a-�LorZ o
c
a
a
D TYP. HEAD
&JAMB
MASONRY
OPENING I
2X BUCK
BUCK ANCHORING
CONCRETE ANCHOR NOTES:
I. Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortar joints.
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
maintain the min, edge distance to morfor Joints, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
ANCHOR:,
ANCHdR
°
MIN
MfN CL�IRA;NCE
1B:iN CLEARANCE::
SIIE
'> MBEDMi N1
iq MASONRY
CI ADJACENT
TYPE
1/4"
1.1/4"
2"
4"
TAITW
ELCO ®
1/4"
1.1/4"
1"
4"
ULTRACON
WOOD SCREW INSTALLATION NUMN
I. Maintain a minimum 5/6" edge distance, I" end distance, & I" o.c. spacing of
wood screws to prevent the splitting of wood.
h $�
D & JAMBS
MASONRY7.
LL .
OPENING __ g a
FRAME
�U
2X BUCK r�
INSWING — ^ 0 QI
N OUTSWING iL
IYP. SILL
. a
y 2
STWKEJAMB FRAMEANCHOWNG HINGE JAMB g
Masonry 2X buck construction S
LATCH A DEADBOLT DETAIL HINGE DETAIL
owe, sY: JK
cHK. sY: IFS g
DRAWW NO.7 D
FL-15220.6
c
SHEET 5 OF ] r
— — m
HINGE DETAIL
DITCH R DEADBOLT DETAIL
CONCRETE ANCHOR NOTES.
I. Concrete anchor locations at the comers McAbe adjusted to maintain the min.
edge distance to mortarjoints.
2. Concrete anchor locations noted as 'MAX. ON CENTER" must be adjusted to
maintain the min, edge distance to mortar joints, additional concrete anchors
may be required to ensure the 'MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
ITW
TAPCON® 1/4" 1-i/4" y 4"
ELCO ® 1/4" 1" ULTRACON 4"
® 3/16" 1-1/4"
ITW
TAPCON
WOOD SCREW INSTALLATION NOTES
1. Maintaln o minimum 5/8"edge distance, 1"end distance, & 1"o.c, spacing of
wood screws to prevent the splitting of wood.
T-�
STRIKE JAMB
a'
V
J TYP. HEAD
& JAMBS
MASONRY
OPENING
FRAME
r
1 X BUCK
INSWING ..
,.
N L
TYP. @
' ` a
FRAME ANCHORING
Masonry I buck construction
X C)
o
HINGE JAMB
N r
0
wrs 02 20 12 i
scu¢: N.T.S. $
DWO. sr JK m'
)MK. 91'.. LFS 3
)MWIND NO,; C
FL-15220.6 N
0
or 7 "
B 1D
ZD Jam
iham-- 2.44"
41
D
Pam, Bb.Jamb
�
2�g�i
Vti
z�
=u Ii
AUG 2 1 2018
plastpro
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
Smooth / Wood Grain / White Wood Grain
Rustic / Mahogany
Series Fiberglass Door
INSWING / OUTSWING
o "NON -IMPACT"
6
GENERAL NOTES
1. This product has been evaluated and is In compliance with the 5th Edition (2014) 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 wail dressing. or stucco,
3. When used in areas requiring wind borne debris protection this product is required to be
protected with an impact resistant coverinng that complies with Section 1609.1.2 of the 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.
TABLE Of CONTENTS
SHEET#
DESCRIPTION
1
Typical elevation, design pressures, & general notes
2
Door panel details
3
Horizontal cross sections
4
Vertical cross sections
5
Buck and frame anchoring - 2X buck masonry conshuction
6
Frame anchoring - 1 X buck masonry construction
7
BIII of materials, glazing detail & components
1N
N
z 0 ���`a
CL
cc
37.5R MAX. OVERALL
F
FRAME WIDTH
SWING
OVERALL
FRAME + +
DIMENSION
OVERALL
DLO
DIMENSION
G_ LASS
TYPE
DESIGN PRESSURE (PSF)'
POSITIVE,''
NE�i�Td,VE
INSWING
37.50" x $2.00"
21.00" x 63.00"
G1
+50.0
-50.0
OUTSWING
37.60" x 80.60"
21.00" x 63.00"
+60.0
-60.0
q�rrrrr* rpf
'z i
OVE:02116112 i
SCALE: N.T.S.
DWO. an JK c
CHK. BY. LFS 3
DRAWINO NO.: D
FL-15213.9
r
SHEET .L OF 7 N
Ed
di
%-'o Ln
48 41
Gl EXTERIOR
vt 41 �����inl t p�� 00
47 INTERIOR
LLZ
1 HORIZONTALCROSS SECTION JT+a
48
400°
a
2.5"
35. cd
5' M X 1.59 0.66' & cd
PANEL WIDTH
21.00" MAX,
D.L.O. WIDTH EXTERIOR INTERIOR o z5
2 LATC I r E S LE
42 Cellular PVC 44 EI O CE E D 43 C 47 Lvi wood ralntorcement
For loc Cellular PVC �
x I
cd J *SNAP
COMPOUND Z
La -I 8 0
O IN.
Sp X ASS THK.
O 2 1/8"TEMPERED
GLASS
a
45 BO L—AIRSPACE
� J Cellular PVC �
OPTIONAL w
DECORATIVE INSERT 46 N o
D AIR SPACE 45
" Z
1/8"TEMPERED GATE 02116112
40 DOO P GLASS
LAZING SPACER SCALE N.T.S.
E _ VERTICAL CROSS SECTION DW0 8V. JK
OR, BY: LFS
GI G 11NGDEfAII 2 DRAWING No.:,
FL-15213.9 i
SHEET _L OF % 1Q
w
1-1/4"MIN
EMB• (TYP.)
�O� �
'�� '�:' '
•,1y' ��,
��'i� N
1 V2
(�'►1'
4 4
21 20 C A
v
iur t i P
��%%
8
8.•
7
18
40
INTERIOR
a
3
v
�
X
a
3 v 3
z
17 /
.v
EXTERIOR
/
3 HORIZONTAL CROSS SECTION
4 p
3 Shown w/1 X sub•buok
1-1/4"MIN.
EMB•(TYP,)
4 4
1-1/4'MIN,
EMB. (TYP•)
a
a
D B 0,151, 0118, C 0�
'
C'SINK
tYP.) °
L (C'SINK
0 20 21
21 20
z
7
40 7
INTERIOR
INTERIOR
o
a°
h
�w
N
. _
2
-
E; 02116112 :
WI EXTERIOR
EXTERIOR 10 R ..
a„
N.T.S. 9
C 27 40
11
SCALE;
JK m
9 B
CwC•.BY:
BY: LFS 3
BY
1 HORIZONTAL CROSS SECTION
E
2 HORIZONTAL CROSS SECTION
cHH.
E CHK.
No.:
FL-15213.9
auo a approved shown 3 Outswing shown - InswingN
PP
also approved
c
j OF� N
SHEET
�Zy
EXTERIOR INTERIOR
�11 VERTICAL CROSS SECTION
�qJ Outswing shown - Inswing
also approved
EXTERIOR INTERIOR
e°
C,
e.
3 VERTICAL CROSS SECTION
4 Outswing configuration
oil I
d
is E 3$
Ncc; AI is
A _ C �Z
a
EXTERIOR INTERIOR
2 VERTICAL CROSS SECTION
4 Shown w/iXsub-buck
0
a a
EXTERIOR INTERIOR
%4-'� VERflCAL CROSS SECTION
4 Inswing configuration
DWG. BY., JK c
cHH. M IFS—
FL— 152 13.9 "
a
SHEET _�L oP 2 4
MASONRY
OPENING
2X BUC
SUCK ANCHORING STRIKE JAMB
CONCRETE ANCHOR NOTES:
i. Concrete anchor locations at the corners may be adjusted to maintain the min.
edge distance to mortar Joints.
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
maintain the min. edge distance to mortar joints, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
ANC(iOR
ANCHOR;
MIN.
MIN CLEARANCE
MIN CLEARANCE::
TYPE
SIDE>.
EMBEDMENT
TO MASONRY
TO ADJACENT
ANCHOR.
EDGE:...
.
ITW
TAPCON
1•1/4„
2"
4"
ELCO
1/4"
1.1/4"
1"
4"
ULTRACON®
WOOD SCREW INSTALLATION NOTES:
1. Maintain a minimum 5/8"edge distance, i"end distance, & i"o.c. spacing of
wood screws to prevent the splitting of wood.
a
a
TYP. HEAD &
MASONRY — JAMBS
OPENING'
FRAME
2X BUCK
r
c
. v
a. .
FRAME ANCHORING
Masonry 2X buck construction
LATCH & DEADSOLT DETAIL HINGE DETAIL
Jar
I
HINGE JAMB
Em
=u
a
-1 N.T.S. 5
G. BY: JK m
c.. BY: LFS 3
SWING NO.: C
FL-15213.9 "
c
Tr y5 OF
U
Mo
a a
to
J
_ TYP. HEAD & _
MASONRY JAMBS
OPENING
STRIKE JAMB FRAME ANCHORING
ICRETE ANCHOR NOTES: Masonry 1 X buck construction
crate anchor locatlons at the comers may be adjusted to maintain the min.
'a distance to mortar joints.
crate anchor locations noted as "MAX. ON CENTER" must be adjusted to
italn the min. edge distance to mortarjoints, additional concrete anchors
• be required to ensure the "MAX. ON CENTER" dimension are not exceeded.
crate anchor table
JCHOR
ANCHOR
THIN
MIN CLEARANCE
MIN: CLEARANCE.:
TYPE:;i ..
: SIIE:i
EMBEDMENT
iO MASONRY
EDGE;%.
TO ADJACEM,:,
ANCHOR.,i:.'::
I
%PC ONa
114"
1-1/4"
2"
4"
UCO
RACON®
1/4"
1.1/4"
1"
4"
ITW ®
3/16"
1-1/4"
3"
,PCON
VU 3L.KL W W)1ALLAIIVN NV I[3:
ntaln a minimum 5/8"edge distance, I" end distance, & I"o.c, spacing of
)d screws to prevent the splitting of wood.
HINGE JAMB
/
HINGE DETAIL
LATCH & DEAD8OLT DETAIL
00
0 5
0
e
O c �z a
z 02116112 =
N.T.S. 9
a. Br: JK m
C BY: LFS 3
(WING NO,:
FL-15213.9 "
a
:er _6 of>
J
�lll IP�1`
Va ag
$cZ
Ja
z
IQ
F. 7-7;'= mo
2.44" o
E D 1
7U Jamb 21 DLT
Poly Abar I.,It
®'.
4
4,69'
�OUISWING BUMP THRESHOLD
goon
_N FNF
� � S
boa
zz
Z U
rE: 02 16 12 i
ae N.T.S.
G, BY: JK m
c. BY. LFS 3
WING NO,; rY
FL-1521.3,9 "
0
ET % OF % N
i)rrnRD COPY
2 •
SILKIER LINE WINDOWS AND DOORS
V1 SERIES/50 SERIES PICTURE & FIXED SPECIALTY
WINDOWS (2130)
GENERALMOTES:
L THE PRODUCT 910" IEREDK IS DESIGNED AND
MANUFACTUREDTOC ARPLTVNIHTHECURREFREDHWH
BEEN EV LLWA RIGCUREDOC EXCLIOOLLHRRD : HK1S
BEEN
EVALLMTEDACCORORGTO THE TTNIDNRNG:
• MWVWDMA/W IOUISWM40-13
7. ADEOUP"OFTHEODSDNGSTRUCRAAL
CONRRI MARIIWF. 7R MAMING, AID METAL FRAAUNG
ASAMAW WIND FORCE RESISTING SYSTEM CAPABLE OF
MA HSTANDRIC. AND TRANSFERRING APPLIED PRODUCT
LOADS TO THE MUMTKIN D THE RESP016RRI7f T OF THE
ENGTNEER OR ARCILTECT OF RECORD FOR THE PROECE OF
D ALLATKW
& IXN0ZXWCKS WKMLISEDISNMLBEDBKWDAND
ANCHORED T O PROPELLT TRANSFER ALL LOADS TD THE.
STMCIURE BUCK DESIGN ANDOWALLATIWIISTSE
RESPONSBIISIT OF THE EHGNRR OR AROBTU:T OF RECORD
FOR THE PROTECT OF UOTAUATRDL
l THE INS AUATDII DETADS DEYAIOED MEELN ARE GENERIC
AND MAY NOT REFLECT ACTUAL O WKDUl016 FOR A SPEOFC
STE-D SFIE CCNDUgNS WISE INSTALLATION TO DEVIATE
FROM THE RECITARE OCM DE'L41LM HEl1M A LICENSED
ENGINEER OR ARCHITECT SNAIL PREPARE SUE SPfi3C
OOCLMC/R EON USE WIT DOCUMENT N NON41VIR
AREAS, UI WAD AREAS, ONE TIME PRODUCT APPROVAL TO
BE OBFARED FROM MMAO-OADE REA OR A RL
S. APPROVED MWACT PROTECTIVE SMTEM 5 REQUIRED ON
THUS PRODUCT N AREAS REOlRONG WACT RESISTANCE
C WUIOOW FRAME MAT7RIl PVC
7- BASS MEETS THE REOULRBAFNTS OF ASTM ELMO GLASS
CHARM SEE SLEEI T FOR GIAUNG OCTAILS
AUG 2 1 2018
TABLE OF CONTENTS
SHEET
REVISION
SKEET DESCFRFTIOM
S
-
GETER11l NOTES EI GLAZING DECALS
7
-
EIiVAl1016 &ANCHOR LAYOUTS
3
-
VEUTIOU SECTIONS
A
HORIZONTAL SErnoxs _
s
-
INSTALLATION NOTES. ANCHOR DETAILS& SCHEDULE
DESIGN PRESSURE TABLE
WE
CWINGKIZATm
DESM PRESSURE
MISmE OAPACTRATNG
600'X73A'
O
101-WPSF
MON41@KT
96D'XS4B*
O
♦35/-35 PSF
NOIEO.-ACT
Off X STR
O
+Wi PSF
NON -IMPACT
36D'X 530'
O
W-0 PSF
NOIFO.OACT
Fey aRr aw
1 1 TTTSAATmPaAa
ERiDROR I I
1
TN'TAXITIl55
STE �ltnni�G oEriUL
GLAm.G NOM' i
FAASTHIOU{ESSMPOTHES AU.
COMPLY WITH ASIM E-LTW GLASS,
CHARM REQUDEAENT
Saver UM
AQ vR6ReaC:TRNK
„3 gas
S$
W W as
N W i a
� k c n
R F. me
FL14918
,CMF- NTS
DIVE,.: SWD025
SHEET:
HE
7
ELEVATION
ELEVATION
6-FRONI if -MAX
CORNER(FYP.(� D.C.
x 1525
(TYI
1
6O' FROM
CORNER()1 j
ANCHOR LAYOUT
THROUGH FRAME
6- FROM
comm(FPP.(-1 r
T-
1525 MAX
L.
&WFRO.. J-
CDRM
Fm.)
SiNw Line
Lim L S, LK:-A LL
a� 5 z3
ao 0s ?
L L �r� Lr W 3 zF
�a
Tr �� W L'I I L �' LL
REMARKS R. OIOE
6TH FRC uxnm - W A7
INRISOFTHE SHOWN SHAPESARE MIDWFD PROVIDED CONSIRi. GIALNG, 6
PER DETAIIS SHOWN MERE%ALLSHAPED UNEISSHALL Rf WEOIW
THE RECFAN(#RAR AREAS AS SHOWN.
MA)ORWM W =53
MAXM-H=73'
MA)aMUM DP=+/ -SS PSF
�1P MAX
ANCHOR LAYOUT .
THROUGH FRAME
FO
AIM,:.
1
N AL�a1
T(EM�A
N
pmmOi
NOTE
WRmOW Wfal11(W�Alm HO6M
RR:�
(FI( ARE MERCHAWXABIE FOR ALL
=SSHOWN HEREW NOFTO ER®
FL14918
MAxaFUM 7ES7®SOiL1RE FDOFAREA
ANCHORSPACOG5HAEINOTIOMEED
MTE: 09.29.17
THOM SHOWN FOR LONG OR 9RMTLEG
OF")".
uwaM aa. ar:
CL HFN
6
ALNG
. SHEET l
MIG
NMI
RF � FL14918
rA-'\ VERTICAL SECTION
3
SUBSTRATE
EXTERIOR
MIN. EDGE DISTANCE
j MIL EFB.
1//' MAX
SHIM SPARE
INTERIOR
ANCHOR DETAIL
5 T1COUgH ERAME(HEIC)
NOTE=
SIUANDUUMHMVE
SIMAR OETARS
ANCOR SDOXI.E
METHOD
SUBSTRATE
SCHEDULE
MIN EMBEDMENT
WK ®Cf
OISTANCE
610 WOOD SCREW
T.S
0.75
METAL: UI GAUGE
37HHREA IM
ON SINk I.
Fly
B12 TER SCWW
PENETRATION
o"
THROUGH H FRAME
BEYOND METAL
CONCRETE-
3N6'ELCO
Po.3O0OPS
TAP(XUN
1-75,
2S
pYA$TM l$I
3NSELCO
r
TA CON
2S
INSTALLATION DOTES;
L DREG)INSTALLATION ANCH011 IS REQUIRED AT EACH ANCHOR LOCATION SNC%NN.
2. THEMWBBIHFP6GLLA71ON A1fa1pRSDEp%n THE MUMWUN NXINWA OF AWN= TO BE USED
FOR N'ROO11[f II6TALLA7ION HFTHE AAA7MNW 5lTE LISTED.
3. ELSTALL M`RDUALI6TAlLAT1Of1 ANCHORS WIII@N A TOLERANCE OF W. THE OEPECIED 1OUTHON
R IAONG IN THEANCiOR LAYOUT DETAILS D.E. WITLDUTCONSIDERATION OFTOLERANXE9
TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR to THE NCO.
NL MM AS RECIPREDAT EACH 96TALLATEN ANCHOR WITH LOAD BENIRG Sigma Al01AUN
SHDAM SHALL WE CONSTRUCTED
NSTRUCTED OF
DENSITYPEARE$MOR DE 7/Ib EL01tX1 CiFA7911XY71RS,
BETTER.
5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FELIS1113. INCLUDING BUTNOT LWDEDTD
STUCCO FOAM,BRH2VEIMXANDSOWl
6. II6LAILA71(NlANQIOIIS AID AUTFlOALOA W WE A CT ASS1DCADNK.MUSTBE MADE OF C HRESISTANT
RES9A7. TOR HOLLD.E"MA/WDGROUTFD1EDelO(QDONDf ISTALLOSTALWTNNIARCHORSITOMORAR
SHELLS EDGE DETAMR IS MEASURED FROM FREE EDGE
SHELL OF elDac IOOF BLOC( OR EDGE OF MORTARELTELTO FACE
6 D6TAILTION ANCHORS SHALL BE PETALLED IN ACCORDANCE WITH ANCHOR MANUFACTURSTS
UdUUA7ION HIIS7CSQHXNS. NIDANCIORS SHALL NOT BE USED EL SUBSTRATES WRH STRENGTHS Lffi
TSUW 71E MINWUN STRENGTH SECF�BY THE ANCHOR MMUFAC UREIL
w, Y1Y7(NIfV
wv aHa
FLt. �
FL14918
1— NTS 1
0
Silver Line
brAndersen
WINDOWSeDOORS
SERIES 2100 -MODEL 2111
EXTRUDED VINYL
SINGLE HUNG WINDOW
w/ FLANGE
"NOWIMPACT
GENSM NOTES
F. ftbs padxt hm been maWated and 4 h cwV6mce was the Sih EMm (M1 QRxkfa&"V
Code W) skutlad n:powerds er3xfo,p the MO Vdoci y Fkgt — tare (VM_
2 ft dud adsa la be osWed and wired m shown on defers Anchor mbeclr a to base
mdwd shot be beyond wul &eaeg a sttxm
3. whe.•s used in a<easnegdtgwnd base debtspwtecfmttrspmductism%tedtobe
p Aeclad vAh on knpocf newt ca\ak>0 tfxd conVim wdh Sedan 1609.12 of ft FW-
4. For2tskd6aanlg cansh'uctfm. andsaeg of ttNManffi Md be the same os W strewn 672n
back axxaay cardnx.'EafL
5. Site cmxftf ihaf devktte ban the detcds of fads ft negnke What engk a (Wy* by
a Ecemed ersg wa orreg'aered actmect.
UKEOFCONENTS
ate# oEPceaiAW
1 hpd etwebat WM peSRM 8 rota
2 kia¢aM6vakaolaoasec6ae
3 &xk8 fn
e » of mm�ssos b cmwonerds -
RECORD Copy
AUG 2 1 2013
#18.2128
wILD/4�0
5F
SANFORD
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O�AtH�6iOHE
-GLASS
-. rl�
OESIGN P'RFSQ)i[F(PSF).
-POSlf/VF. '
MEGA7FVE;:-
37.25 x 63.25
36.0' x 62D'
31.6T x &w
4625 x 6324
45A-x 62U'
40.69" x=r
G1
7:30.#0W-O
5324 x 742V
52' A" x MW
47A9- x 33ST
I fl-1491,1.13 1;;
24
27
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FROM EACH Bm
16
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SHFTAPPNGSCREWL
6
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1.
i8-2128 --
OJT DING
I.
SI-PAR�
SILVER LINE WINDOWS AND DOORS
V1 SERIES/50 SERIES
GLIDING PATIO DOORS (550015700)
GENERAL NOTES
1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION
FLORI DA BUILDING CODE (FBC), EXCLUDING HVHZ AND HAS
BEEN EVALUATED ACCORDING TO THE FOLLOWING:
. AAMA/WDMA/CSA 101/I.S.2/A440-11
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY, ZX FRAMING, AND METAL FRAMING
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPU ED PRODUCT
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCH NECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTO RE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBIUTY OF THE ENGINEER OR ARCHITECT OF RECORD
FOR THE PROD EC OF INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC
AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ
AREAS, IN HVHZ AREAS, ONETIME PRODUCT APPROVAL TO
BE OBTAINED FROM MIAMI-DADE RER OR AHJ.
S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON
THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE.
6. WINDOW FRAME MATERIAL: PVC
7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS
CHARTS. SEE SHEET 1 FOR GLAZING DETAILS.
TABLE OF CONTENTS
SHEET
REVISION
SHEETDESCRIPTION
1
-
GENERAL NOTES& GLAZING DETAILS
2
-
ELEVATIONS &ANCHORIAYOUTS
3
-
VERTICAL SECTIONS
4
-
HORIZONTAL SECTIONS
5
-
INSTALLATION NOTES, ANCHOR DETAILS & SCHEDULE
DESIGN PRESSURE TABLE
512E
CONFIGURATION
DESIGN PRESSURE
MISSILE IMPACT RATING
96.0"X 82.0"
XO
.25/-2S PSF
NOWIMPACT
72.0"X 96.0"
XO
♦20/-20 PSF
NON -IMPACT
76.0" X 82.0"
XO
♦30/-30 PSF
NON -IMPACT
72.0"X 80.0"
XG
t35/-3S PSF
NOWIMPAL'T
-F 3/4' OA. INSOIATEO GLASS
EXTERIOR INTERIOR
GLA7JNG NOTE:
GLASS THICKNESS AND TYPE SHALL -
COMPLY WITH ASTME-1300 GLASS -
CHARTS REQUIREMENT /
1
0.5' MIN. GLASS
GLAZING DETAIL
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UNIT
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81.0"
6.0" FROM
CORNER (TYI
ELEVATION
ANCHOR LAYOUT
THROUGH FRAME
—6.0" (TYP.)
18.0" MAX.
O.C.
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WIDTH 72"
D1.0 MAX.
WIDTH 31.125"
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SEE GLAZING
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FRAME PANEL DLO. EXTERIOR INTERIOR
HEIGHT HEIGHT OPENING
SEE GLAZING
DETAIL SHEET 1
A VERTICAL SECTION
3 SNAP ON FIN INSTALLATION
MAX. MAX MAX. EXTERIOR
FRAME PANEL D.L.O.
INTERIOR
VERTICAL SECTION
3 THROUGH FRAME INSTALLATION
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SHEET:
3
SEE GLAZING
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\ INTERIOR
I
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D.LO. WIDTH
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4 THROUGH FRAME INSTALLATION
AZING
L SHEET 1
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EXTERIOR
D.L.O. WII
/6 HORIZONTAL SECTION
Liy=HI�IIRH
'LAZING SEE GLAZING
IL SHEET DETAIL SHEET
VTERIOR
j
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D.L.O. WIDTH
MAX.
PANEL WIDTH
MAX. FRAME WIDTH
HORIZONTAL SECTION
C HORIZONTAL SECTION
4 MEETING RAILS
4 THROUGH FRAME INSTALLATION
SEE GLAZING
DETAIL SHEET 1
MAX. FRAME WIDTH
ORIZONTAL SECTION
SEE GLAZING
DETAIL SHEET 1
INTERIOR
EXTERIOR
MAX. D.L.O. W
SEE GLAZING
DETAIL SHEET I
/ \ I
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SUBSTRATE BY
MIN. EDGE DISTANCE
MIN. EDGE DISTANCE
HERS —,SUBSTRATE
BY OTHERS
MIN. EMB.
NOTE:
MIN. EMS.
JAMB HAVE SIMILAR DETAILS
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4" MAX.
j� 1 1 7
'j SHIM SPACE
F
SHIM SPACE
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EXTERIOR
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EXTERIOR
Ind
LJ INTERIOR
ANCHOR DETAIL
g
ANCHOR DETAIL
5
THROUGH FRAME (HEAD(
5
THROUGH FRAME (HEAD(
SNAP ON NAIL FIN
INSTALLATION NOTES:
1. ONE (1( INSTALLATION ANCHOR 15 REQUIRED AT EACH ANCHOR LOCATION SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED
FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF SI/2 INCH THE DEPICTED LOCATION
& SPACING IN THE ANCHOR LAYOUT DETAILS (I.E., WITHOUT CONSIDERATION OF TOLERANCES(.
TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT.
0. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S(. MAXIMUM
ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS.
SHIMS( SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.
S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO
STUCCO, FOAM, BRICK VENEER, AND SIDING.
6. FOR MASONRY OR CONCRETE OPENINGS, A 1X WOOD BUCK MAYBE USED (OPTIONAL( AS LONG AS THE
MINIMUM EMBEDMENT AND EDGE DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE
CORRESPONDING HOST SUBSTRATE. SEE GENERAL NOTE R3 ON SHEET 1 FOR MORE INFORMATION.
2. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT
MATERIAL OR HAVE A CORROSION RESISTANT COATING.
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR
J DINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE
SHELL OF BLOCK.
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS
THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER.
ANCHORSCHEDULE
METHOD
SUBSTRATE
ANCHOR SCHEDULE
MIN EMBEDMENT
MIN. EDGE
DISTANCE
WOOD: MIN. SG=0.55
#10 WOOD SCREW
tF
0.75'
METAL: IB GAUGE
3THREADSMIN
Steel MIN. Fy=33KSI
914TEKSCREW
PENETRATIONBEYOND
0.75'
THROUGH FRAME
METAL
CONCRETE:
Tc=3000PS1
1/4' I—TAPCON
1.75'
2.5'
MASONRY: CULL Par
AST. C90 MIN.2000
1/6' TON TAPCON
1.75'
2.5'
PSI
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61