HomeMy WebLinkAbout100 Hays Dr (2)CITY OF SANFORD
�.�BUILDING & FIRE PREVENTION
� PERMIT APPLICATION
IAUU&�/g
Application No•
�- v av
Documented Construction Value: $ Lo0
Job Address: �Y- �ra- i Historic District: Yes ❑ No
Parcet ID: Residential] Commercial ❑
Type of Work: New ❑ AddilIti--on ❑ "Alt�eratio`n1❑ Repaira/� _ Demo ❑ Change of Use ❑ Move ❑
Description of Work: � 6 u I�1�I�.E'/Ir1 'a)g gmx r A , � 101 LC�AC 4 ,
Plan Review Contact Person:
Phone: (4Z7 Uq 82 S 2 Fax:
a
/1) ' c0hims (4f{X'_41 11
Email:
Property Owner Information
Title: C/7�✓'� ✓'
3tf� 4stc� c4vt S
Name L?gflzf Phone: %? • qbt • 6q c6y
Street: 7i lid J CW ym or Resident of property?
City, State Zip: t,(q(t,4, ze
I' II Contractor Information
Name mcv(?�_ Phone: ��� �� • �2�2
Street: `� S �d orv) Fax:
City, State Zip: 0/7 OnAtl State License No.:
Architect/Engineer Information
Name: Lek Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company: 6 °L Mortgage Lender:
Address: 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. 1 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, t' 1
furnaces, boilers, heaters, tanks, and air conditicners, etc. \ /
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51^ Edition (2014) Florida Building Code
Revised. June 30, 2015 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
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 do a in compliance with all applicable laws regulating construction and zoning.
A.'Jr. 6
S at re of O er/Agent Date Signature of ontiactor/AgentAA Date
1-\n .,A,,. 0,',r 'V o t /,Y,7 C* I �n J& I b,5-,* P1
Owner/Agent's N4ame Print Contractor/Agent's No
g -3 -i,6 4 -*-t �, . 8 131I
iture of Notary-Stature of�NVaryState of Flo a Date
�� –... —
,' JOANN M. JOHN N
r_ MY COMMISSION I FF 856284
"r
A. EXPIRES: March 2 3 2016
3, 2020 AUG
11�;tt•' Bonded Thru Notary public Undenvrilero I ,
- ------ & L:
Owner/Agent is Personally Known to Me or Contracts,/Age--ntt-ism. Personal) nowt to Me or
Produced ID ,/I`ype of ID Produced ID ✓ Type of ID �•�
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 ❑ # of Heads
,p Ccs..
APPROVALS: ZONING: 6mtTILITIES:
ENGINEERING:
COMMENTS:
FIRE:
Flood Zone:
# of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes ❑ No ❑
WASTE WATER:
BUILDING: 5C -q-7-1(.
Revised. June 30, 2015 Permit Application
nr-La-
DESIGN & CONSTRUCTION
3VD COVS'I'RUCI'IOVS LLC
CrRrl Vll'D GI:JI:RAI. CON7'RACFOR CGI:IS20470 1 I,I:RrI FIED ROOFING. CONTRACT011 F:C0330853
1*11HITI "TAP
OWNER DAMARIS REYES
ADDRESS 100 HAYS DR, SANFORD FL 32771
PARCEL ID# 35-19-30-520-OB00-0060
DATE 08-02-2016
1 NEW EXTERIOR DOOR 3068/W(fJDOW 5 300.00
2 REPLACEMENT 3 WOOD 4"x4" COLUMN W/ SUPPORT 300.00
3 NEW ALUMINIUM SOFFIT 500.00
4 NEW 4 RAFTER -FASCIA 2"x6" SYP #2 500.00
5 REMOVED EXTERIOR DUCTS 200.00
6 REMOVED EXISTING PIPE CPVC OUTSIDE 100.00
7 TOTAL > 1,900.00
NOTE: ALL INCLUDE MATERIALS AND LABOR
TOTAL AMOUNT $1,600.00
INCLUDED MATERIALS, PERMIT, FEE PERMIT, INSPECTIONS AND LABOR
JUAN A V EZ MATA
CGC152 470
CCC1330853
c
ZAAO WE�
OWNER
13 407.219.8252 0 4601 \eptune Ruad, St. Cloud Florida 34769 MA ivan(i'3vdconstructions.com i %vwxv.3vdconstrnlctions.cnm
nr-in-
DESIGN R CONSTRUCTION
3vn CONSTRUCTIONS LLC
CCRrIFII D GF:NI.RAI. CONTRACTOR C60520470 I CI"RrIFI I:D ROOFING CONTRACTOR CCC 1330853
ESTIMATE
OWNER DAMARIS REYES
ADDRESS 70100 HAYS DR, SANFORD FL 32771
PARCEL
ID# 35-19-30-520-OB00-0060
DATE
08-02-2016
1
NEW EXTERIOR DOOR 3068
300.00
2
REPLACEMENT 3 WOOD 4"x4" COLUMN W/ SUPPORT
300.00
3
NEW ALUMINIUM SOFFIT
500.00
4
NEW 4 RAFTER -FASCIA 2"x6" SYP #2
500.00
5
REMOVED EXTERIOR DUCTS
200.00
6
REMOVED EXISTING PIPE CPVC OUTSIDE
100.00
7
TOTAL
1,900.00
AUS 3 10!0
LL .
NOTE: ALL INCLUDE MATERIALS AND LABOR
TOTAL AMOUNT $1,600.00
INCLUDED MATERIALS, PERMIT, FEE PERMIT, INSPECTIONS AND LABOR
JUAN A VASQUEZ MATA
CGC1520470
CCC1330853
DAMARIS REYES
OWNER
C 407.219.8252 0 4601 -Neptune Road, St. Cloud Florida 34769 FM juan t13vdconstructions.com I ww%v.3vdconstrtictions.com
Print Screen
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Cl ������I���
18-001117100 Hays Drive
>✓ 18001636 100 Hays Dave
16-001388 100 HAYS Drive
14.001103 100 FLAYS Drive
14.000417 100 FLAYS Drive
Home My Activities Create Search Reports Support Center Administration Logoff
b Code Compliance Case Q r ilk 12 Q
File #: 16-000712 •.. T
0 P— 100 Hays Drive Sanford FL 32771
construction site, no active permits, high growth
EDIT:
File
D ADD:
Activity
Address
Alert
Category
Contact
Document
Email
Letter
Note
Route
Violation
L REPORTS:
Custom
Detail
Summary
History Contacts Activities Documents Violations
Activity Type V Assigned By V I Assigned Tossignad ue omplete Status v
Affidavit Patti Monhollen Patti Monhollen 06/29/2016 08/10/2016
Hearing Notice Patti Monhollen Petti Monhollen 06/29/2016 08/10/2016 la
Information Angela Adkins Angela Adkins 08/03/2016 08/03/2016 08/03/2016 is
WINDOWS WAS REPLACED MAY NOT HAVE BEEN REPLACED BY CURRENT OWNER BUT WERE REPLACED.
DOORS AND SIDE DOOR
Information Monica Cole Patti Monhollen 07/11/2016 07/11/2016 07/11/2016 is
Neighbor Virginia called to advise that work is ongoing in the evenings and over the weekend
Took photos, stop work already posted will proceed to court.
Information Angela Adkins Patti Monhollen 06/28/2016 06/28/2016 06/28/2016 la
owner called, stated she did not know she needed a permit to change out front porch and rotting wood and trim and door.
Even though 2 weeks ego it was explained what she needed to do and get a contractor, she wants to still complete work
without permits
Posting Notice
Reinspection
Information
Affidavit
Patti Monhollen Patti Monhollen 06/28/2016 06/28/2016 06/28/2016 is
Posted property with Stop work order 16-1819
Patti Monhollen Patti Monhollen 06/06/2016 06/27/2016 06/27/2016 19
no permits pulled, work has been done to structure, they spoke with Mike Cash and obtained approval for parking.
Angela Adkins Patti Monhollen 06/13/2016 06/13/2016 06/13/2016
new owners came in to get permits for porch and new driveway
Patti Monhollen Path Monhollen 05/16/2016 06/08/2016 06/06/2016
New owner of property -will re notice with NV
N
114
https://www2.citizenserve.com/Admin/PrintScreen_Page.j'sp 8/3/2016
Print Screen Page 2 of 2
Hearing Notice Patti Monhollen Patti Monhollen 05/16/2016 06/08/2016 06/06/2016 u,
New owner of property -will re notice with NV
i
Notice of Violation Patti Monhollen Patti Monhollen 06/06/2016 06/06/2016 06/06/2016
Reinspection Patti Monhollen Patti Monhollen 04/20/2016 05/16/2016 05/1612016 is
Still the same
Notice of Violation Pate Monhollen Patti Monhollen 04/20/2016 04/20/2016 04/20/2016 in
Inspection Patti Monhollen Patti Monhollen 04120/2016 04/20/2016 04/20/2016 is
Construction site, no active permits, high growth
https://www2.citizenserve.com/Admin/PrintScreen—Pagej*sp 8/3/2016
Letter View
City of Sanford
Community Improvement - Code Enforcement
300 N. Park Avenue
Sanford, Florida 32771
Notice of
Violation
June 06, 2016
Damaris Reyes
2347 Walnut Canyon Drive
Kissimmee, FL 34758
Re: 100 Hays Drive, Sanford, Florida
Case Number: 16-000712 Parcel Number: 35-19-30-520-0600-0060
Page 1 of 3
Upon inspection by Code Enforcement of the above referenced property it has been determined that your
property is not in compliance with the Sanford City Code. The applicable code section is listed below:
By: 18-3 -Building Permit - work without
Code Requirements: No person shall do, or cause to be done, any construction, alteration, repair or
demolition covered by the provisions of this chapter without first paying to the city a
fee in accordance with the permit fee table as adopted by the city commission by
resolution or other means that they may determine from time to time.
Comments: Obtain permits for work that has been started.
Correction Due By 06/27/2016
Date:
By: 38-92.13 -Nuisances - Unsafe
Code Requirements: (13) conditions occurring on the property which
(a) Injures or endangers the comfort repose health or safety of any person; or
(b) Offends decency; or
(c) Is offensive to the senses; or
(d) Interferes with obstructs or renders dangerous for passage on any public or
private
street alley highway right of wav easement sidewalk stream ditch channel or
drainage of any
property; or
(e) Renders other persons insecure in life or the use of property; or
(f) Interferes with the comfortable and quiet enjoyment of life or property; or
(g) Tends to or could depreciate the value of property of any persons; or
(h) The accumulation of garbage and trash in violation of section 16-23 of this
chapter; or
(i) Any trash, litter, debris, garbage, bottles, paper, plastic, metals, cans, rags, offal,
bricks
Concrete, lumber, building materials, or dead or decaying plants (except for
compost piles) or
animals of any kind; or
(j) An condition which provides or could provide harborage for rats mice snakes
insects
or other vermin; or
(k) An noises or vibrations including animal noises which disturb the peace of the
surrounding area or are otherwise unlawful; or
https://www2.citizenserve.comlAdminlWorkOrderpocuments?Action=V iewDocument&Do... 8/3/2016
Letter View Page 2 of 3
(1) An foul offensive or unlawful emissions odors or stenches and the causes thereof;
or
(m) The pollution of any well, body of water or drainage system by sewage, dead
animals,
industrial wastes, debris or other substances; or
(n) Dense smoke, noxious or lethal fumes, lethal gas, soot or cinders; or
(o) An condition constituting a fire hazard; or
(p) Blocking of drainage inlets, pipes, ditches, swales, channels, culverts or streams;
or
(q) Is declared otherwise by ordinance or statute to be a nuisance, unlawful or
prohibited
such as, by way of example only, is violative of the 2006 International Property
Maintenance Code as enacted by the City.
Comments: Property needs to be repaired or construction debris removed.
Correction Due By 06/27/2016
Date:
By:
38-143 -Unlawful accumulations responsibility
Code Requirements:
Allowing debris, rubbish, junk, trash, cans, tires, paper, furniture, building material or
appliances to accumulate on any lot, tract or parcel of land shall be unlawful, except as
provided by Schedule B or E of the land development regulations, and is hereby
prohibited and declared to be a public nuisance. Allowing vines, underbrush, weeds
and/or wild growth in excess of 18 inches in height from the ground or grass in excess
of 12 inches in height from the ground to develop on any developed lot, tract or parcel
of land in the city or on an undeveloped vacant lot, tract or parcel of land in the city
located within 200 feet of any developed lot, to the extent and in the manner that it
constitutes or may reasonably become a menace to life, property, the public health, or
the public welfare, that creates a fire hazard, or that provides a nest and/or breeding
ground for sandflies, mosquitos, rats, mice, other rodents, snakes, and other types of
pests and vermin, shall be unlawful and is hereby prohibited and declared to be a
public nuisance. It shall be the owner's responsibility to remove any debris, tires,
rubbish, junk, trash, cans, tires, paper, furniture, building material or appliances which
have been dumped or placed on his property, regardless of whether the owner was
responsible for dumping or placing those items on his property, and to properly
maintain all vegetation on his property. This section shall include the property owner's
adjacent properties, as well as the adjacent street right-of-way regardless of whether
the property owner has planted the grass, shrubbery and trees located in the adjacent
street right-of-way, and regardless of whether the property owner has dumped the
debris, rubbish, junk or trash, as more fully described in this section, which has
accumulated on his property and/or the adjacent street right-of-way.
Comments:
Remove all high growth from property.
Correction Due By
06/27/2016
Date:
You are directed that you are to correct said violation(s) by the Correction Due By Date above and notify me
that the violation(s) has/have been corrected. If you received this correspondence in error or have any
questions, you can contact me at 407-688-5176.
Note: Pursuant to Florida Statute 162.06(2) "...If the violation is corrected and then recurs or if t/re
violation is not corrected by the time specified for correction by the code inspector, the case may be
presented to the enforcement board even if the violation has been corrected prior to lite board
hearing... ►►
Failure to make corrections and to notify this department thereof will result in this case being brought before the
https://www2.citizenserve.comlAdminlWorkOrderpocuments?Action=V iewDocument&Do... 8/3/2016
Letter View
Page 3 of 3
Special Magistrate for the City of Sanford at a public hearing where a fine of up to $500.00 per day may be
imposed.
Sincerely,
Patti Monhollen
Code Enforcement Officer
https://www2.citizenserve.comlAdminlWorkOrderpocuments?Action=V iewDocument&Do... 8/3/2016
P
Revision O
Response td Corninents O
Permit '# I (0 " 2 101 S
Project Address: 180 jA�f s D) we
City of Sanford
SEP I) 6 ZQi- Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Submittal Date (51 Gob
I;MSF60 F -L 32'�qI
Contact: CJL V(l
Ph:2(OL _ �2�Z Fax: (f)
Email: (w c4D ; \�d C-0(0 `4A) c1�,-Yu - co &-, e
Trades encompassed in revision:
Building
❑ Plumbing
❑ Electrical
• ❑ Mechanical
❑ Life Safety
❑ Waste Water
General description of revision:
ROUTING INFORMATION
Department Approvals
❑
Utilities
❑
Waste Water
❑
Planning
❑
Engineering
❑
Fire Prevention
❑ Building 44:� Q' 17" I(,
ri
CITY OF SANFORD
BUILDING AND FIRE PREVENTION DIVISION
300 N. PARK AVENUE
SANFORD� FLORIDA 32772
PHONE: 407.688.5150
FAx: 407.688.5152
PLAN REVIEW COMMENTS
Application Number: 16-2198
Date: August 18, 2016
Contact Person:
Contact Fax Number:
Contact E-mail Address: *uanQ3vdconstructions.com
Project Description: Residential Alteration
Job Address: 100 Hays Dr
The following is a list of the areas of the submitted plans that contained violations of the codes adopted by
the City of Sanford and enforced by the Building Division. The violations noted 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 to construction documents that require an Architect or Engineer's seal must be
submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental
information as requested._ Provide two copies of affected plan sheets and/or supplemental information as
reauested. Permit submittals will not be accented without two conies.
COMMENTS:
1. Please provide two (2) copies of a floor plan, exterior walls only, showing the location of each
window/door that will be replaced.
FBC 107, Submittal Guidelines
2. An engineered design is required for the replacement of the 3 columns. Work shall be designed to meet
139 ultimate wind speed and by the provisions of the 2014 Florida Building Code. All structural details
must be provided.
FBC 107
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.
Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at
steve.fiorey@sanfordfl.gov . Office meetings with the plans examiner will require an appointment,
arranged by phone or email prior to arrival.
Respectfully,
Steve Fiorey
Residential Plans Examiner
6!30/2015
Florida Building Code Online
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Rvida 1`) a 'rtnntd SCIS Home I Log In I User Registration I Not Topics ' Submit Surcharge Stats a Facts Publications FBC Staff SCIS Site Map Links Search
Busines
ProductApprovalProfess l EUer
Regulation
Product Aooroval Menu > Product or Aoollatlon Search > Acolicatlon List > Application Detail
CFFICE OF FL # FL163-R6
SECRETARY Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived r
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
)lathrop@cws.cc
;om-DING
SANFpFtD
2
OFpAR'
#16_2198
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Wt Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Lucas A. Turner
the Evaluation Report
Florida License PE -58201
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 02/23/2025
Validated By Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Standard
ANSI/AAMA/ 101/IS2/A440-05
ASTM E 1300-04
Year
2005
2004
Sections from the Code
httpJhvww.ftoridaWIding.orgtpr/pr app M.aspx?pwam=wGEVXQwtDgWBMjgUlj3NOXQjw5OSGYZVgoE9DxUvIOa/*3d 1/2
6/30!2015
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Florida Building Code Online
Method 1 Option D
02/23/2015
02/24/2015
03/01/2015
04/15/2015
FL cit Model, Number or Name
163.1 3500 Single Hung
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other. 3500 Single Hung Equal Lite H -C35 56"x 91"; 3500
Single Hung Oriel H -C35 56"x 91".
Description
3500 Single Hung
Installation Instructions
FL163 R6 II CWS -466D (SH-3500).odf
Verified By: Lucas A. Turner 58201
Created by Independent Third Party: Yes
Evaluation Reports
FL163 R6 AE EvaIReD CWS -466D (SH-3500).Ddf
Created by Independent Third Party: Yes
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Contact Us :: 1940 North Monroe SVeet. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Coovriaht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic
mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have
one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a
personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter
455, F.S., please dick here .
Product Approval Accepts;
® ® s
CredIti-Ca
htip://www.floridabLilding.orgfpr/pr_appctrl.aspx?param=wGEVXQwtDquJBMjgU1j3NOXQjw50SGYZVgoEgoxUvlO°h3d 2/2
SINGLE HUNG ELEVATION (NON -IMPACT)
571/4' MAX OVERALL
FLANGE WIDTH
SW MAX UNIT WIDTH
-531/8: GLASS DLO -
92 1q'
MAX
OVERALL
FLANGE
HEIGHT
91 -
MAX
UNIT
HEIGHT
GLASS
DLO
SASH
r
HEIGNT
51 11116 GLASS DLO
ORIEL
SEE NOTE 10
TABLE OF CONTENTS
GENERAL N01•ES 8 ELEVATIONS.....)
GLAZING DETAILS ..............................2
DP CHARTS......................................3.5
SECTION VIEWS & ALT FRAME.........6
EXTRUSIONS 8 B.O.M........................7
ANCHOR SCHEDULE d NOTES 8-9
INSTALLATION DETAIL................10-11
92
01
FL
HE
EQUAL SPLIT
SEE NOTE 11
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
Gme0d
MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE
1900 SW 44TH AVE.
(FBC), CURRENT EDITION.
OCALA. FLORIDA 34474
2. GLAZING OPTIONS: (SEE SHEET 2)
WWWCWS.CC
3500 ALUM.
3. CONFIGURATIONS:'O/X'.
4. DESIGN PRESSURE RATING (SEE SHEETS 3-5):
SINGLE HUNG
-NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND
NON -IMPACT
GLASS TABLES ASTM E-1300-04.
-POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER
in a
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04.
a lii
5. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN
o 0 0 o
USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 10-12 FOR
INSTALLATION DETAIL_ WIND LOAD DURATION FACTOR Cd -1.
w m
WAS USED FOR WOOD ANCHOR CALCULATIONS.
6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE
y
c�1 a c�
SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION.
! c
7. ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT
R c $ O
USED AT ALL FRAME JOINTS.
u
B. SERIES/ MODEL DESIGNATION SH -3500.
W
W W (Y
9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:
cj o
X- OPERABLE SASH, O- FIXED SASH.
0 U m < z
10. ORIEL UNITS AS SHOWN UP TO 56* x 9i'ARE RATED ±35 PSF
Il
FOR DESIGN PRESSURES OF VARIOUS SIZES BASED ON
,����PV40REVV
TYPES, SEE COMPARATIVE ANALYSIS. REFER
TQO SHEETS S b gS
No 58201
11. EQUAL UNITS AS SHOWN UP TO 56- x 91- ARE RATED ±35 PSF.
FOR DESIGN PRESSURES OF VARIOUS SIZES BASED ON
o t
QUALIFIED GLASS TYPES, SEE COMPARATIVE ANALYSIS. REFER
%'A ; STATE OF w
��u:
TO SHEETS 3, 4 3 8.
.
% "0.
12 SECTIONFRO ELEVATIONS APPLY TO ALL
OELEVATO
i........
IONSUTS
Lucas A. Tumer
2/23/2015
LUCAS A. TURNER, P.E.
2015-02-23
16:14-05:00
FL PE A 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
GENERAL NOTES AND
ELEVATIONS
tAN BY DATE
ADE 03/16/09
vu�r.
New -
CWS -466 D
SHEET
1:25 1 OF 11
I I— t/9' ANNEALED
INSTAGLAZE 3
PURFECT GLAZE W
TREMGLAZE S500
JM GLASS SITE
GLASS TYPE A
518' OVERALL
1/8' ANNEALED
3l8' AIRSPACE
1/8' ANNEALED
INSTAGLAZE 3
PURFECT GLAZE W
6 TREMGLAZE S500
V2' GLASS BITE
m
�y 1/8' TEMPERED
INSTAGLAZE 3
PURFECT GLAZE'H
6 TREMGLAZE 5500
LZ GLASS BITE
GLASS TYPE B
5/8' OVERALL
1/8' TEMPERED
318' AIRSPACE
t/8' TEMPERED
INSTAGLAZE 3
PURFECT GLAZE'M
6 TREMGLAZE S500
v2' GLASS SITE
3116' ANNEALED
INSTAGLAZE 3
PURFECT GLAZE W
TREMGLAZE S500
GLASS SITE
GLASS TYPE C
SW OVERALL
3/16' ANNEALED
IW AIRSPACE
3/16' ANNEALED
INSTAGLAZE 3
PURFECT GLAZE 'K
TREMGLAZE SSW
t/2' GLASS SITE
GLASS TYPE G
GLASS TYPE D
3116' TEMPERED
INSTAGLAZE 3
PURFECT GLAZE'M
TREMGLAZE S500
=0-7
10 GLASS BRE
518' OVERALL
3/16' TEMPERED
1/4' AIRSPACE
3/16' TEMPERED
INSTAGLAZE3
PURFECT GLAZE 'R
i TREMGLAZE TREMGLAZE
1/2' GLASS SITE
WINDOWSYSTEMS 8j
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
3500 ALUM.
SINGLE HUNG
NON -IMPACT
dH
LL 1 =
daIo
;.j4p`?.��G E Ai SF vpy
.i : No 56201
.90; STATE Of :�vZ
�-�i�S�ONA�
2123/2015
LUCAS A. TURNER, P.E.
FL PE t158201
1239 JASARA AVE.
NORTH PORT, FL 34288
PH. 941-380.1574
IEET DESCRIPTION'
GLAZING DETAIL
AWN DATE:
ADE 03/16/09
r#.
CWS -466 D
SHEET
1:1 2 OF 11
DP CHART: EQUAL SPLIT W/CLIPS
-- - - - - -- - DESIGN PRESSURES FOR EQUAL SPLIT CONFIGURATION W RH ANCHOR CLIPS (SEE NOTE 2) -- -- -- - - - - - -- - - --
t
e_nll Flange
Unit
Overall F_
Height
Height
+50.0/40.0 +50.0/-7DO +50.0/40.0 +SO.O/-m0 +500/-70L0 +50.0/-m0 +500/-68.0 +500/•60.0 +SOLO/ -59.3 +50.0/-SS.S
26750
27.500
Glass Type A
RIGHT JAMB: ANCHORS THRU FRAME
+500/•700 +50.0/40.0 +500/•70.0 +SaO/-m0 +50.0/-66.8 +50.0/-59.8 +SOLO/ -S4.1 +50.0/-50.2 +468/-46.8 +448/-448
Glass Type B C D
32.750
91.500
Glass Type A
6' MAX 18^ MAX. O.C.
+50.0/-70.0 +50.0/-70L0 +50.0/•669 +500/-606 +50.0/•550 +500/-50.9 447.2/-472 +44.0/-44.0 +398/•39.8 +36.9/-369
Glass TVpe B, C,
26750
85.500
Glass Type A
6' MAX 6' MAX.
+50.0/40.0 +50.0/40.0 +50.0/469 +500/•60.6 +SOLO/•5SO +SOLO/•50.9 +493/-49.3 443.9/-439 +368/•368+35.1/-35.1
Glass Type B, C,D
36778
37.123
Glass Type A
I
+50.0/•70.0 +500/-7U0 +50.0/-669 .SO.O/-60.6 +SOLO/ -S50 +50.0/-50.9 +484/-464 +43.7/43.7 .369/469 +35.4/•354
Mass TVpe B, C,D
40.750
39.300
Glass Type A
+50.0/400 +SOO/-67.0 +50.0/43.4 +50.0/.57.8 +50.0/-S3.0 .49.4/49.4 +46.0/-460 .421/-421 +364/-364 +35.2/•352
Glass Type B D
44.750
4, We
Glass Type A
+50.0/-63.9 +SOLO/ -60.0 +50.0/•566 +50.0/•SL4 447.1/•47.1 +44.0/•44.0 44L3/-41.1 +365/-365 +361/-361 +340/-340
Glass Type B, C, D
411.750
47'400
Glass Type A
- - - - - - -
+500/•602 +50.0/•57.7 +SOO/•SSB +50.0/-S14 .47.1/-47.1 +43.S/-43.5 +40.1/-40.1 +37.4/-37.4 +342/•34.2 +31.6/.3L6
Glass T 6 C. D
50.625
49.775
Glass Type A
.500/ -SIA 449.0/•49.0 .47.1/-47.1 444.2/44.2 .414/424 +39.6/-39.6 .366/-366 +33.7/-337 +30,7/-30.7 +268/-268
Glass Type B C._D
52750
51.500
Glass Type A
445.7/45.7 4434/43.4 441.5/-41.5 1 +387/-367 .367/-367 +3S.6/-356 +317/-33.7 1 .30.9/-30.9 +264/-284 +266/•266
Glass Type B, C, D,
511.750
65.500
Glass Type A
Glass Type B,C,D,
SM73D
SILM
GlassTypeA
Glass TVpe B, C, D
now
6175D
Glass TypeA
Glaze TVpe B C D,
SL750
65.500
GlassTypeA
Glass TVpe B, C, D,
66750
67.500
pass Type
Glass Type B 0
7%7SO
71AW
pass Type A
Glass Type B. C.
76000
74.750
pass type A
Glass Type B, C4
80.750
78.500
pass Type A
pass Type B C. D
.4.750
86800
passType A
GlassT 6 C, D,
SL750
97.500
pass Type A
Glass Type B, C, D,
92250
91.00.0
Glass Type A - -
H
H
H
H
H
+50.0/•m0 +SaO/-7QO+5110/40.0 +50.0/-m0 +5QO/-m0 +50.0/40.0 +50.0/4110 +50.0/-m0 +50.0/-69.1 +500/•60.6
+SAO/ -m0 +SO.0/• 0. +Sao/•m0 +5010/•mo .SaO/•mO +5110/•mo +50.0/•mo +50.0/•mo +5010/-69.1 +Sao/ -64.6
FIGURE 3.1 (SEE NOTE 21
EXAMPLE36":67'THRUFRAMEfrHRUCUP COMBINATION
+5010/•70L0 +500/•7fto +SOLO/ -70L0 +50.0/-m0 +SOLO/ -7a0 +50.0/-7OL0 +50.0/-68.0 +SOLO/ -60.0 .SaO/-59.3 +SOLO/ -SSS
+50.0/40.0 +50.0/-7DO +50.0/40.0 +SO.O/-m0 +500/-70L0 +50.0/-m0 +500/-68.0 +500/•60.0 +SOLO/ -59.3 +50.0/-SS.S
LEFT JAMB. USING INSTALLATION CLIP ANCHORS
+50.0/40.0 +50.0/•700 +500/•70.0 +50.0/•700 +500/•69.9 +500/•61.9 +500/-570 +500/•53.5 +50.0/•501 «08.4/-48.4
+500/-m0 +SaO/-7a0 +50.0/-70L0 +50.0/40L0 +50.0/49.9 +SO.o/-6L9 +50.0/47.0 +500/-53.5 +SOLO/ -S0.1 +484/-48.4
RIGHT JAMB: ANCHORS THRU FRAME
+500/•700 +50.0/40.0 +500/•70.0 +SaO/-m0 +50.0/-66.8 +50.0/-59.8 +SOLO/ -S4.1 +50.0/-50.2 +468/-46.8 +448/-448
+50.0/40.0 +SOLO/ -70.0 +SaO/•70L0 +50.0/40.0 +50.0/•668 +SQO/-59.8 +50.0/-541 +50.0/•50.2 +4&8/-468 +44.8/-40.8
HEAD: ANCHORS THRU FRAME
0.j= USING INSTALLATION CLIP ANCHORS
+SOLO/ -100 +50.0/-70L0 .500/-70L0 +500/•663 +50.0/•620 +500/47.2 +50.0/•51.5 4473/-47.3 +419/-42.9 +40.7/40.7
+SOLO/ -XO +500/-m0 1 +50.0/-7Q0 +50.0/463 +500/-62.0 +500/•57.2 +50.0/41.5 4473/-473 4419/429 +40.7/-40.7
6' MAX 18^ MAX. O.C.
+50.0/-70.0 +50.0/-70L0 +50.0/•669 +500/-606 +50.0/•550 +500/-50.9 447.2/-472 +44.0/-44.0 +398/•39.8 +36.9/-369
+500/•70.0 +SOLO/ -70L0 +50.0/-669 +SOO/-60.6 +SOO/-SSO +5O.O/-SO.9 447.2/47.2 444.0/-440 +398/•39.8 +36.9/•369
T- _F
+500/•7DO +50.0/-70L0 +50.0/-669 +500/•60.6 +50.0/-SS.O +SOLO/-SQ9 +49.4/49.4 +44.0/-440 +369/-369 +352/-352
.SOLO/ -m0 +50.0/4110 +50.0/469 +50.0/40.6 +SMO/•SSO +50.0/•50.9 449.4/49.4 +40.0/-440 +369/•369 +3S.2/-35.2
6' MAX 6' MAX.
+50.0/40.0 +50.0/40.0 +50.0/469 +500/•60.6 +SOLO/•5SO +SOLO/•50.9 +493/-49.3 443.9/-439 +368/•368+35.1/-35.1
+50.0/-m0 +50.0/•m0 +5110/-66.9 +500/40.6 +50.0/•SSO +SOLO/ -50.9 449.3/493 +43.9/439 +368/•368 +35.1/•35.1
B'MAX O.C.
18' MAX D.C.
+SO.O/-m0 +50.0/40.0 +SOLO/ -669 +500/•60.6 +50.0/-550 +50.0/•50.9 449.1/49.1 4469/-439 +39.0/-39.0 +35.1/-351
+50.0/-70.0 .500/•m0 1 +50.0/-669 +SDO/-60.6 +SOLO/ -55.0 +SOLO/ -50.9 .49.1/49.1 +03.9/43.9 +39.0/-390 +35.1/-35.1
I
+50.0/•70.0 +500/-7U0 +50.0/-669 .SO.O/-60.6 +SOLO/ -S50 +50.0/-50.9 +484/-464 +43.7/43.7 .369/469 +35.4/•354
+50.0/-m0 +50.0/40.0 +SOLO/ -669 +50.0/•60.6 +5110/-S50 +50.0/40.9 +464/-464 +417/-43.7 +369/-369 +35.4/-35.4
+5110/-m0 +50.0/•70.0 +Sao/ -665 +50.0/•60.6 +5QO/•550 +50.0/•50.9 447.S/47.5 4418/418 +367/-367 +35.3/-353
+50.0/-m0 +SO.0/-7Oto +S0.0/-665 +50.0/-60.6 +50.0/•550 +50.0/-50.9 .47.5/47.5 +all /-428 1 +367/-367 +35.3/•353
+50.0/400 +SOO/-67.0 +50.0/43.4 +50.0/.57.8 +50.0/-S3.0 .49.4/49.4 +46.0/-460 .421/-421 +364/-364 +35.2/•352
+50.0/-70Lo +SaO/•670 .500/-63.4 +50.0/-578 .500/-510 .49.4/•49.4 +460/-460 +411/421 +364/-361 +35.2/-3S.2
+50.0/-66.3 +50.0/•623 +500/•568 +50.0/-53.4 4490/49.0 +457/-457 4427/-42.7 440.0/40.0 +37.4/•37.4 +34.7/-34.7
+500/46.3 +50.0/423 +SOLO/•S&B +50.0/•514 .49.0/49.0 4457/-457 4417/42.7 +40.0/40.0 +37.4/-37.4 +347/-347
+50.0/-63.9 +SOLO/ -60.0 +50.0/•566 +50.0/•SL4 447.1/•47.1 +44.0/•44.0 44L3/-41.1 +365/-365 +361/-361 +340/-340
+5110/-63.9 +5110/•60.0 +50.0/•56.6 +50.0/-514 447.1/47.1 444.0/-440 4411/41.1 .365/•365 +361/•361 +34.0/-34.0
+500/-639 +50.0/-60.0 +SOLO/ -566 +50.0/•514 .47.1/•47.1 .44.0/-44.0 .411/41.1 +365/-365 +215.5/-35.5 +32.8/-328
+50.0/•63.9 +5110/•60.0 +50.0/•566 +50.0/-51.4 .47.1/•471 +44.0/-440 4411/41.1 +365/465 +355/•355 +32.8/•328
- - - - - - -
+500/•602 +50.0/•57.7 +SOO/•SSB +50.0/-S14 .47.1/-47.1 +43.S/-43.5 +40.1/-40.1 +37.4/-37.4 +342/•34.2 +31.6/.3L6
+SO.O/-60.2 +5110/•57.7 +50.0/458 +500/-SL4 +47.1/•471 +415/-435 +40.1/401 -37.4/•374 +34.2/•34.2 1 +31.6/-31.6
6' MAX 18'MAX O.C.
+50.0/•55.1 +SOLO/ -S16 +50.0/-50.7 447.9/-47.9 .45.0/450 44L2/ -4L2 +361/-361 +355/-35.S +32.1/-321 +30.1/•30.1
+50.0/-S51 +50.0/•526 +50.0/-50.7 .479/-47.9 .4S.O/-450 4412/41.2 +361/461 +355/45.5 +321/-321 +30.]/•30.1
.500/ -SIA 449.0/•49.0 .47.1/-47.1 444.2/44.2 .414/424 +39.6/-39.6 .366/-366 +33.7/-337 +30,7/-30.7 +268/-268
+SOLO/ -51.4 449.0/•49.0 447.1/-471 4442/-44.2 4424/42.4 +39.6/-39.6 +3&6/-3&61433,7/-33.7 +30.7/•30.7 +3110/-30.0
+48.2/462 .458/-45.8 443.9/-439 441.1/-413 +39.2/•392 -361/461 +352/•35.2 +321/-32.1 +29.5/•295 +27.6/-27.6
+462/48.2 .458/-458 4419/-43.9 .41.1/-4L3 +39.2/•39.2 -361/461 +352/•35.2 +32.1/-321 +30.0/-30.0 +30.0/-30.0
445.7/45.7 4434/43.4 441.5/-41.5 1 +387/-367 .367/-367 +3S.6/-356 +317/-33.7 1 .30.9/-30.9 +264/-284 +266/•266
NOTES:
I. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE.
2. THRU FRAME OR THRU CUP ANCHORS MAY BE USED AT ANY SIDE OF WINDOW WHILE MAINTAINING THE RESPECTIVE SPECIFIED SPACING (I.E.. THRU FRAME ANCHOR SPACING OR THRU CLIP ANCHOR SPACING).
REFER TO FIGURE 3.1 FOR EXAMPLE THRU FRAMEfrPRU CLIP ANCHOR COMBINATION.
WINDOW SYSTEMS 0
1900 SW 44TH AVE.
OCALA. FLORIDA 34474
W W W.CWS.CC
3500 ALUM.
SINGLE HUNG
NON -IMPACT
Pp10RE W
v : No 58201 : 9
�
: STATE OF
z�
2/23/2015
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380.1574
COMPARATIVE ANALYSIS
-EQUAL SPLIT W/CLIPS
ADE 03/16/09
wG e'
CWS -466 D
SHEET
1:1 3 OF 11
DP CHART: EQUAL SPLIT
DESIGN PRESSURES FOR EOWL SPLIT CONFIGURA7gN. LIMITED BY GLASS AND TESTED PRESSURE LMRATgNS
Overall Flange
Unit, _ _ Overall Flange WIdtA
4&750 53.125 67.260
24.M 26.750 28.750 32.750 37.00D 40.750V43.5W
WINDOW STS'1E19S
1900 SW 44TH AVE.
Height
Hel ht Unit Mdth
21500 2SS00 27.500 31.500 35.750 38.500 47.500 51.875 S&OOD
OCALA. FLORIDA 34474
2&750
27.Sw Glass Type A
+50.0/•70.0 +50.0/-70.0 +500/•70.0 +50.0/•70.0 +50.0/•70.0 +50.0/•700 *50.0/•70.0 +50.0/•70.0 *50.0/-70.0
WWW.CWS.CC
Glass Type B C, D, E, F,G,H
+50.0/•700 +50.0/•700 +50.0/-70.0 +SOLO/ -70.0 +50.0 -70.0 -SOLO/-70.0+50.0/-70.0 +50.0/•70.0 +50.0/-70.0
92750
31500 Glass TypeA
+50.0/•70.0 +50.0/•70.0 +500/-70.0 +SOO/-70.0 +50.0/-70.0 +SOLO/ -70.02 +50.0/-66.1 +50.0/-619 +50.0/•61.33500
ALUM.
GlassT B C, D, E,F,G H
+500/-700 +50.0/-70.0 +50.0 -70.0 +SOLO -70.0 +50.0 -70.0 +SOLO •70.00+SO.O -70.0 +50.0 -70.0 +50.0/-68.90.0.750
3,�Glass TypeA
+SOLO/ -70.0 +SO.o/•70.0 +Sao/•70.0 +SOLO/ -70.0 +Sao/ -69.9 +SOLO/ -6L90 40.0/43.5 +Sao/ -Sal +4&4/-4&4
SINGLE HUNG
GlassType 8 D, E. F.G.H
+50.0/•7D.o +Sao •70.0 1 +SO.o/-700 +Sao -7ao +500 -70.0 +Sao -700 +500 •70.0 +60.0/400 +50.0/49.4 +50.0/43.3
NON -IMPACT
9&375
ass Type
+500/•7D.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-66.1 +SOLO/ -S9.8 +50.0/-54.1 +50.0/-502 +46.6/-46.8 +44.8/-41.8
lassT eB,C,D,E,F,G,H
+SO.O/-70.0 +50.0/-70.0 +50.0 -70.0 +SOLO •70.0 +50.0/•70.0 +50.0/•70.0 +50.0/•70.0 +50.0/•70.0 +50.0/-67.0 +50.0/-61.1
N _N
lass Type +50.0/•70.0 +50.0/-70.0 +50.0/•70.0 +50.0/•70.0 +50.0/•66.4 +50.0/ -S&O +SO.O/-SLS 447.3/-473 +419/-419 +40.7/-40.7
lassT Type D, F G H
j4&SW
+SOLO/ -70.0 +SaO/-70.0 +50.0/•10.0 +50.0/•70.0 -SaO/•7OL0 +50.0/•70.0 +SOLO/ -70.0 +50.0/-70.0 +500/•63.8 +Sao/ -%.1
'^ a H
lassTYPeA
+50.0/•70.0 +SOLO/ -70.0 *50.0/-70.0 +SOLO/ -70.0 .50.0/-64.7 +50.0/•56.) 449.9/-49.9 444.5/-41.5 +39.8/-39.8 x369/-3&9ClassT
a�
a B, C, D, E, F, G, H
+500/-70.0 +SOLO 40.0 +50.0 •70.0 +SOLO/•70.0 +50.0 •70.0 +50.0 •70.0 +50.0 •70.0 +SOLO •66.S +SOLO -S9.4 +SDO -54.04&750
lass TypeA
+50.0/•70.0 +50.0/•70.0 +50.0/•70.0 +500/•70.0 -500/-632 +500/ -S&O 449.4/-494 4440/-410 +3&9/-3&9 +35.2/•35.2w
mlass
e9, C, D, E, F, G,H
+50.0/•70.0 +50.0/•70.0 +SOLO/ -7D.0 +SOO/-70.0 +50.0/-70.0 +50.0/-70.0 +SOLO/ -70.0 +50.0/-62.6 +SOLO/-SS.7 +50.0/•50.5
50.675
Glass TypeA
4&375
.
70./1/4
(n
Z0
ri Lt
B, C, D, E, F,G,H
+50.0/-70.0 +50.0/70.0 +SOLO/ -70.0 +SOL7+SOLO -6&8 +50.0 -61.0 -50.0/-S4.3 +49.1/-491
OGlassT
52750
5500 Glass TypeA
1
+50.0/-70.0 +50.0/•700 +50.0/•70.0 +50.0/•70.0 +50.0/-61.5 +50.0/-552 +49.1/-49.1 +439/-43.9 +39.0/•39.0 +35.]/-35.1
2 c >
Glass Type B C D, E, F, G, H
+50.0/•700 +-%0/-700 +SOLO/ -7&0 +SOLO/ -70.0 +500/40.0 +50.0/•)00 +SO.O/-67.1 +50.0/49.4 -SOLO/-S27 447.7/-47.7
Ri $ p Pv W
5&750
55 -WO lass Type
+50.0/-70.0 -SOLO/•700 +50,0/-70.0 +SOO/•67.4 +50.0/•59.6 +50.0/•53.9 +48.4/-4&4 443.7/-43.7 +38.9/-3&9 +35.4/-35.4
Glass Type B C DI, f G H
+50.0 -70.0 +50.0 •700 +50.0/•70.0 +500 •70.0 +SOLO •70.0 -SOLO/•700 +500/•644 +50.0/•56.7 +50.0/•50.2 +453 45.3
w W w
60.750
59.600 Glass Type
/ .353
Glass 8, C, 0,E.F G,H
+500/-70.0 +50.0/•700 +50.0/•70.0 +500/-70.0 +50.0/•70.0 +500/•700 +Sao/ -62.2 +500/-54.6 +48.1/-4&1 443.3-43.3
b O
63.000
TypeA
+50.0/•70.0 +50.0/•700 -50.0/-69.1 +50.0/-6L9 +50.0/-SS.6 +50.0/-SOL7 +46.4/-4&4 +42.1/-42.1 +3&4/•3&4 +35.2/•35.2lass?
eB,C,D,I,F,G,H
+50.0/-70.0 +50.0 -700 +50.0/•70.0 +50.0/•70.0 +500/•70.0 +50.0/•700 +500/-611 +50.0/•53.5 47.1/-47.1 +42.3 -42.3
O U m a Z66.750
ass TypeA
+50.0/•70.0 +50.0/•6&9 +50.0/-65.4 +50.0/-59.1 +SOLO/ -52.8 +4&8/-4&8 444.5/-44.5 441.0/-410 +37.4/•37.4 +34.7/•34.74ass
161.7M5Olass
eB,C,D,E.F,G,H
+500/-70.0 +50.0/-70.0 +50.0 -69.3 +SOLO •67.7 +SOLO •67.6 +50.0/•67.6 +50.0 •59.6 +50.0 -51.9 44S.S/-4S.S +408/•40.2
DRElW'!iA
Ty6&75D 67"pe
��q��%
�GElass
lass B, C, D, I, F, G,H
+50.0/•70.0 +50.0/-67.7 +50.0/-65.9 +50.0/-63.9 +50.0/-63.6 +50.0/-63.6 +50.0/-S&9 +50.0/-51.2 444.8/-41.8 +401/-40.]�
TypeA
+50.0/•640 +500/•618 +50.0/-599 +SOLO/ -S46 9.5/49.5 +45.3/45.3 +41.S/•41.S +386/-386 +355/•35.5 +32.8/•32.2
�v�No 58201 :�72750
lass TypeB,C,D,E,F,G,H
+500/•642 +SOLO/•612 +SOLO/ -59.9 +50.0/-57.5 +SOLO -5&7 +50.0 -S&7 +50.0 -56.7 +50.0/-50.0 443.6/43.6 r388/•3&8
-
Glass Type
+SOLO/ -60.2 +500/-57.7 +500/•55.8 +50.0/415 +47.6/47.6 4435/411 +40.1/401 +374/•37.4 +34.2/•34.2 +31.6/-31.6
�•O: ; it
71LOOD
74.750
Glass Type B C, D, I,F,G H
+SOLO/•60.2 +50.0/•57.7 +50.0/-S5.8 -SOLO/-53.2 +50.0/42.0 +SOLO/ -5L9 +50.0/-SL9 449.2/-49.2 4417/-417 +3&0/•3&0
�• STATE OF :�47`
••A,C
20.750
Glass Type
79.500
+50.0/-SS.1 +500/•S26 +S0.O/-50.7 +47.9/-47.9 445.0/•45.0 +412/•41.2 +3&1/•3&1 +35.5/•35.5 -311/-311 +30.1/-30.1
���
'• O R 1 Or' ��.��
Glass Type B, C, D, E,F G H
i�F . 0 ��
p�ssi�"At
44.750
Glass Type A
81.500
-.0/•51.4 90/490 447.1/-47 44
.1 4.2/-44.2 +42.4/-024 39.6/-39.6 +36.6/-36.6 +33.7/-33.7 *30.7/-30.7 +28.8/•228
Glass Type2, C, D, F, F,G,H
+50.0/-51.4 4490/-490 -47.1/-47.2 444.2/44.2 .42.4/-a4 -4L7/-4L7 +41.6/41.6 +41.6/41.6 440.9/-40.9 3&1/-3&1
y�
811.750
67500 Glass Type
+48.2/-4&2 4458/45.8 +439/•43.9 4411/411 +39.2/-39.2 +3&1/-3&1 +35.2/•35.2 +32.1/•32.1 +295/•295 +27.6/-27.6
Glass Type 8, C, D, E, F,G,H
+4&2/•4&2 +45.8 •45.8 +439/43.9 441.1/411 +39.2/-39.2 +3&2/-382 +37.9/-37.9 +37.9/-37.9 +37.9/•379 +35.S/.35.5
2/23/2015
LUCAS A. TURNER, P.E.
92.25091,GI:ssTypeA 445.7/-4S.7 443.4/-43.4 +4].5/•415 +3&7/•3&7 +36.7/•36.7 +35.6/•35.6 +33.7/•33.7 +30.9/•30.9 +2&4/.2&4 +26.6/-2&6
GlssType B, C. D, E, F, G..
445.7/-45.7 1 443.4/-43.4 1 +41.5/41.5 +3&7/•3&7 +36.7/•36.) 1 +35.6/•35.6 1 +351/•351 +35.0/•35.0 +35.0/-35.0 +35.0/-350
FL PEN 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
SHEET DESCRIPTION.
COMPARATIVE ANALYSIS
EQUAL SPLIT
DRAWN
ADE
03/16/09
NOTES:
uwu-f.
1. IF SIZE
INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE.
CWS -466
D
2. IF THRU FRAME ANCHORS ARE SUBSTITUTED WITH INSTALLATION CLIPS, DP IS LIMITED TO +301-30 PSF AND UNIT WIDTH IS LIMITED TO 51.875-.
SHEET
1:1
4 OF 11
DP CHART C: ORIEL
DESIGN PRESSURES FOR ORIEL CONFIGURATION. LIMITED BY GLASS AND TESTING DESIGN LRAITATIONS
Overall FIBUnit
00 51.675 54000
•700 +Sao/•700 +SOLO/ -70.0
_ O_verall Flange Width
24.750 26.750 46.7'0+ 32.750 37.000 40.750 44.750
23.500 25.500 27.500 31.600 31750 39.500 43.500
Hei t
_ Hei 1
_Sash
Hei ht
Unit Width
SINGLE HUNG
•572 +Sao/ -536 +5QO/-S2A
-7Qo .50.0/49.4 .so 0/-63 2
Glass A Sash, Glass E Fixed
+SO.O/-700 +SOLO/ -700 +SOLO/ -70.0 +SOLO/ -700 +50.0/-70.0 +50.0/40.0 +50.0/400 +!
24750
27SDO
12.000
Glass Type B, C, D, E, F, G, H
+50.0/-700 +50.0/-700 .5110/400 +500/40.0 +50.0/400 +50.0/-700 +50.0/-7110 +!
0/-SS.B +500/-50,2 4453/-45.3
w w
2/.432 +388/-388 +3&4/-35.4a
Glass A Sash, Glass E Fixed
+50.0/400.50.0/-700+5110/-700+SOLO/-700+5110/-700+500/40.0+50.0/-70.0+!
32.750
91500
12.000
Glass TVpe B, C, D, E, F, G H
+50.0/-7110 +SOLO/ -700 +5110/40.0 +5110/40.0 +50.0/-70.0 +50.0/40.0 +50.0/-700 +!
36.750
35,500
12.062
Glass A Sash, Glass EFixed
+50.0/40.0 +50.0/40.0 +5110/-70.0 +SOLO/ -700 +50.0/-700 +50.0/-64.9 .50.0/4114 +!
���,9P-GEN
7/-4L741.0/41.0 .39.4/-39.4
pass Type B. C. D, L F, G, H
.50.0/-7D0 +Sao/ -7110 -50.0/40.0140.0/40.0 +50.0/-700 +SOLO/ -700 +50.0/-700 +!
D/-37.0+3&]/-36.1+356/-356
It
4/-36.4 +35.5/-35.5 +35.0/-3S.0
Glass A Sash, Man E Fixed
+50.0/-700 +SOLO/ -7110 +5110/-7110 +50.0/-70.0 +5110/.69.7 +500/-6L6 +%0/-516 +!
31975
9712.4
12.625
Glass Type 8, C, 0, E, F, G,H
+50.0/-70.0+SOLO/-7110+SOL0/-7110+SOLO/-70.0+50.0/-70.0+500/-700+50.0/-7110+!
0/-35.0 +35.0/-35.0 +35.0/45.0
10ONA' St
D/-3 0 +35.0/ -35.0 +35.0/ -35.0
Glass AStith, Glass EFixed
+50.0/-7110+SaO/-7110+SOLO/-70.0+50.0/-70.0+50.0/-673+500/-59.0+50.0/-518N
j 40.750
39.500
1&436
D/-3S.o +3So/-3S.o +35.0/-35.0
LUCAS A. TURNER, P.E.
D/ -3S.0 +35.0/-3S.0 +35.0/-35.0
FL PE # 58201
Glass Type B, G D, E. F. G, H
+SO.0/-700 +5110/-700 +50.0/-7110 -SOLO/-70.0 +SOLO/ -7110 +500/-700 +50.0/-7110 +!
NORTH PORT, FL 34288
PH. 941-380.1574
as$ A Sash, Glass E Fixed
+SOLO/-700+5110/-700+SOLO/-700+SOLO/-70.0+500/-6S.3+50.0/-57.0+50.0/-S0.3 w
44.750
49.500
14.012
Glass Type 8,C,D,LF,G,H
.50.0/-700+500/40.0+SQO/-7QO+5aO/-70.0+500/-7110+500/-700+50.0/400.!
40.750
47.500
16.125
ass A Sash, Glass E fixed
+SOLO/-70.0+SO.0/-70.0+SOLO/-7Q0+S110/-70.0+50.0/-63.8+50.0/-543.496/-49.6++
DWG e:
CWS -466
REV..
D
ass Type B, C, D, E. F, G, H
+50.0 -70.0 +SOLO/ -700 +5110/-70.0 +5110/-70.0 +500/-70.01+500/-700 +SOLO/ -644 +!
50.823
49.975
10.012
class A Sash, Glass E Fixed
+SOLO/ -70.0 +SOLO/ -70.0 +50.0/-70.0 +SOLO/ -70.0 +SOLO/ -63.1 +50.0/-S5.9.49.4/-49.4 a
Glass Type B, C, D, E. F,G,H
+50.0/440 +500/-700 +SOLO/ -70.0 +SOLO/ -70.0 +SOLO/ -70.0 +50.0/-70.0 +50.0/-6&1 +!
52750
51500
17SOD
Glass A Sash, Glass E Fixed
+50.0/-70.0+SOLO/-700+SOLO/-700+50.0/-70.0+500/-62.2+50.0/-SSS+493/49.3a
Glass Type B, C, D, E, F,G,H
+50.0/-7110+SO0/-700+SOLO/-70.0+SOLO/-70.0+50.0/-70.0+50.0/-70.0+50.0/-63.7+!
56.750
65.500
IBM
pass A Sash, Glass E Fixed
+50.0/-70.0 +5110/-70.0 +SOLO/ -70.0 +SOLO/ -648 +50.0/40.3 +50.0/-546 +487/-487 ++
Glass Type B,C,D,E,F,G,H
+50.0/40.0+50.0/-700+SOLO/-700+50.0/-70.0+50.0/442+50.0/-637+50.0/-60.2+!
60.750
x.300
20.250
Glass A Sash, Glass E Fixed
+SO.O/-70.0 +50.0/-70.0 +50.0/47.7 +500/-628 +500/.SB.3 +SOLO/ -52.4 4479/-479 ++
Glass Type 8,C, D, E, F, G, N
+50.0/-70.0 +500/-700 +SOLO/ -677 +SOL0/-62.8 +50.0/-S9.3 +50.0/47.3 +50.0/-S5.9 +!
61000
81750
21000
gassASash,GlassEFixed
+50.0/-7D.0 +SOLO/ -66.6 +5110/-635 +SO.O/-587 +50.0/-55.1 +50.0/-513 447.2/-47.2 N
Glass Type B,C,O,E,F,G,H
+50.0/ -70.0+50.0/ -66.6+50.0/•635K110/ -58.7+S0.0/ -S&1+50.0/-53.0+50.0/-51.6+!
84750
61500
22.250
Gass A Sash, Glass E Fixed
+50.0/-64.1 +50.0/-60.5 +5110/-S7.5 +50.0/-518 449.3/-49.3 447.1/-47.1 44S.S/-45.5 ++
Glass Type B, C, O, E, F,G,H
+50.0/-64.1+50.0 -60.5+5110/-57.5+SQO/-52.84493/-49.3447.1/-47.144S.S/-45.S+9
64750
67.500
22.939
Glass A Sash, Glass E Fixed
+50.0/-611 +5110/47.6 +5110/-54.7 +SOLO/ -50.2 +447/-46.7 444.5/-44.5.42.8/-418 ++
Glass Type 8, C, 0, E. F,G,H
+SO.o/-6L1+50.0/47.6.50.0/41.7+SQO/-50.2+46.7/-46.7444.5/-44.5+42.8/428+9
?1750
71500
24.913
pass A Sash, pass E Fixed
+SO.O/-53.5+50.0/-SLI.49.3/-49.1445.6/-456442.2/-42.244110/-40.0+3&3/-343+2
G 4C, O, E. F.G,H
+500/-535+SOA/-511449.1/-49.1445.6/-4S.6442.2/-422.40.0/40.0+383/-38.3+:
76.000
74.750
25.438
ass ASash, Glass EFixed
4481/-48.1 44S.7/ -4S.7 443.8/43.8 44LO/-41.0 +39.1/-39.1 +381/-381 +37.7/-37.7 +3
ass Type B.C,D.E,F,G,H
.481/ -481445.7/ -4&7443.8/-43.84410/41.0+39.1/-39]+381/-38.1+37.7/-37.7+!
811.750
79.500
DODO
ass A Sash, Glass E Fixed
+37.1/-37.1+3&1/-3&1+35.4/-3S.4+35.0/.3S.0.3S.O/-3S.O+35.0/-35.0+35.0/-35.0.2
ass Type 8, C, D, E, F,GH
+37.1/ -37.1+3&1/ -3&1+3S4/ -354+350/•35.0+350/-350+3S 0/-35.0+350/-35.0+:
SC760
B&500
2437S
pass A Sash, Glass E Fixed
+37.1/-371 +3&1/-3&1 +35.4/-3&4 +3S.O/-3S.0 +35.0/-35.0 +35.0/-35.0 +3S.O/-35.11 +2
gassT 8, C, D, E, F,G,H
+37.1/ -37.1+3&1/ -3&1+35.4/•35.4+35.0/-35.0+35.0/-35.0+350/-350+350/-350+2
ass A Sash, Glass E Fixed
+37.1/ -37.1+3&1/ -3&1+35.4/.35,4.35.0/.3S.0.35.0/-35.0+35.0/-35.0+35.0/-35.0+2
Glass pe B. C, D. E, F,G,H
+37.1/-37.1+3&1/-3&1+3S.4/-35.4+35.0 -35.0+35.0-3S0.3S0 -350+350/-3SO+2
92.250
91.000
30.9X
Class A Sash, Glass E Fixed
+37.1/.37.1+361/-361*3S4/-354+3SO/-3S.o+350/-3&O+3S.O/-3S.0*3S.O/-3S.0+2
Glass Tvoe B. G D. E. F. G. H
+37.]/•37.1+361/-3&1+35.4/-35.4+35.0/-35.0+35.0/-3S.0+3S.0/-35.0+3S 01-3S.0+2
NOTES:
1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE.
2. IF INSTALLATION CLIPS ARE USED AT $PACING 1SHOWN ON SHEET 9, DP IS LIMITED TO +30/-30 PSF.
WINDOW SYSTEMS II,I
50 5&125 1 57-25D
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CwS.CC
00 51.675 54000
•700 +Sao/•700 +SOLO/ -70.0
•700 +50.0/-70.0 +50.0/-70.0
0/-65.1 +SOLO/•S&0 Kao/ -52.6
•700 +SOLO/ -693 +500/•67.6
3500 ALUM.
•70.0 +SO.o/-70.0 +500/-699
SINGLE HUNG
•572 +Sao/ -536 +5QO/-S2A
-7Qo .50.0/49.4 .so 0/-63 2
¢ m 0
NON -IMPACT
9/-4&9.45.]/-45.1.418/-42.8
0/-69.3 +50.0/-61.3 +500/-56.6
a u4 a w
2/-45.2 +40,5/-40.5 +37.9/-37.9
0/-65.1 +SOLO/•S&0 Kao/ -52.6
0/-44.0 +39.1/-39.1 +3S.4/-35.4
W Ym
0/-620 +Sao/-SS.7 +50.0/-50.5
9/43.9 .348/448 +3S.1/-3&1
N
O/-60.9 +500/-54.3.49.1/-49.1
¢ m 0
9/-439 +3&9/-38.9 +35.0/-3S.0
�_ S 0 o_ N
0O W
0/-S9.4 +50.0/-52.71447.7/47.7
p $
B/438 +39.0/-39.0 +35.3/-35.3
O o O cc
v
0/-SS.B +500/-50,2 4453/-45.3
w w
2/.432 +388/-388 +3&4/-35.4a
o ¢ Q 8U
B
0/-526+441/-4814433/-433
¢ W
G
5/42.5 +387/-387 +3S.2/-35.2
0/-50.7 4458/-458 442.3/-42.3
C] U m < Z
4/-424 H&6/-386 +3&2/-35.2
i441i,
S / -a S 443.8 / -43 8 440 0 / -40 0
got"p40RE W
7/-41.7+386/-386+35.2/-352
���,9P-GEN
7/-4L741.0/41.0 .39.4/-39.4
D/ -37.0+381/-311+35.2/-3S.2
�.±�� No U201
D/-37.0+3&]/-36.1+356/-356
It
4/-36.4 +35.5/-35.5 +35.0/-3S.0
� D: C
4/-3&4 +35.5/-35.5 +35.0/-3S.0
O� STATE OF : W
D/-35.0 +35.0/-35.0 +3&0/-3&0
OR R 1�f'•=�Q
0/-35.0 +35.0/-35.0 +35.0/45.0
10ONA' St
D/-3 0 +35.0/ -35.0 +35.0/ -35.0
D/-35.0 +35.0/-35.0 +3&0/-35.0
D -35.0 +3S.O/.35.0 +3S.0/-35.0
2/23!2015
D/-3S.o +3So/-3S.o +35.0/-35.0
LUCAS A. TURNER, P.E.
D/ -3S.0 +35.0/-3S.0 +35.0/-35.0
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380.1574
SHEET.
COMPARATIVE ANALYSIS
- ORIEL
DRAWN
.
ADE
03/16/09
DWG e:
CWS -466
REV..
D
SHEET
1:1
5 OF 11
EXTERIOR
EXTERIOR
NOTE LEFT SIDE SHOWS FIXED SECTION VIEW,
RX3HT SIDE SHOWS SASH SECTION VIEW
NOTE: ITEMS 11, 14,23,26-32,34,35,42.43-46,59,63,65,66 ARE USED BUT NOT SHOWN FOR CLARITY.
ALT, FIN FRAME
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
3500 ALUM.
SINGLE HUNG
NON -IMPACT
1a
95 5 W
0 0 o a c
.�
O E AGQ'.
vC' No 58201 • 'yip'
9 STATE OF
0 R 101".A���:
z�
2/23/2015
LUCAS A. TURNER, P.E.
FL PE 11158201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-360-1574
SECTION VIEWS -
ALTERNATE FIN FRAME
RAWN BY
DATE
ADE
WG
03/16/09
r
CWS -466
D
CALE
SHEET
1:2
6 OF 11
2 1/16- 2 1/16'
I
1 13N 6' 2 7/16'
� 21/16'
6
--,r-1/16 -1/16' IL
FLANGE HEAD S-1326 FIN HEAD S-1330 SASH BOTTOM RAIL H-1181
2
4! I r-S.Wl
bet. WK.. 60 wr., 1/tS x 7/a- x 'C L.9.
I- am Lowe
43 P-3641
SH,45W Gold Cert. Label
45 P-3881
Temporary Lbl. (NFRC/DP)
46 P-3613
CWS Lbl. (1090)
47
Glass, Fixed
48
Glass, Sash
56 P-3218
Screen Frame
Allmetal
Alum
58 P -Ml
Screen Frame Comer Key
Allmetal
Alum
59 IP.Ml
Screen Cloth, 18 x 16 Fiberglass
Phiter
60 P-3228
Screen Spline, .155 Die.. Blk.
Dapa
Nylon
61 P-3029
Screen Pull Tab
Summit
Steel
62 P-3033
Screen Spring, SS
FlaScm
SS
63 SA I97
Install Clip, Cuned
Keymark
Aluminum
66 S-1112
Fr. Head, FWrtge ArChlop
Ke marls
Aluminum
67
btstaglaze 3, Purfect Glaze'H', TremgtazeS500
113ow.Henkel.Tremco
68 S-1330
Fr. Head, Fn, Head
KeymaB
Aluminum
LINE ITEMS NOT USED: NOTE: ALL ALUMINUM EXTRUSION ARE 6063-T6
6,19,25.27,31.32,35,37-41,44,49-55,571 .
3
FLANGE SILL S-1182
r
1/16'
r 3 4
L
FLANGE JAMB S-1077
FIN SILL S-1180
F2,/,6'
6 1 7/16'
JWGE HEAD, ARCHTOP S-11
r
t t/16'
L
FIN JAMB S-1500
FRAME CORNER
CONSTRUCTION
CONSTRUCTION
r— tsw
T_ I
314'
J_
-4i-1/16'
SCREEN ADAPTER S-1074
FS
�JLi I 31W
~—r FIXED RAIL FF4,
H 1563
63
1 1/1'
t/t6' 2 9
t
ANCHOR CLIP - 11971 L I r
1/16' 13/16'
�1L1 t--5116 PLAN VIEW OF ANCHOR CLIP
I �I{ t t SASH SIDE RAIL S-1073
I ( z L�-29Vt6'
5/16•
7
ALL ANCHOR CLIP S-1465 �/t6• 1 y6•
PLAN VIEW
vt6•
SASH TOP RAIL H�-10.72
WINDOW Sn-rE S �J
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
3500 ALUM.
SINGLE HUNG
NON -IMPACT
.-
ta
C O O a 0
ww m
to
m ¢ m O
n !! U _L to
$$$p�
o.
w w w
oaapa:pouj
0 U m < O
%'�PNOREW
,�
v : No 58201 9
0: STATE OF
�1$"'- O R % -'*
4S,ONA1 e?%"
z5z
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380.1574
BOM AND EXTRUSIONS
ADE 03/16/09
Gr ..
CWS -466 D
SHEET
1.2 7 OF 11
GV MAX (TYP) 18' MAX O.C. (TYP.) I
8' MAX 6' MAX (TYP) 18MAX O.C. (TYP.) GTMMAX
MAX
18' MAX O.C.I
8' MAx
��mlcfi
6. MAX gyp)rr
SEE NOTE 2 I SEE NOTE 2 6(TYP MAX
SEE NOTE 2
1900 SW 44TH AVE.
I
OCALA. FLORIDA 34474
6' MAX (TYP)
W W W.CW S.CC
rt I F— 8' MAX O.C. (TYP.)
18' MAX. O.C. (TYP) I t8' MAX O.0 (TYP.) '�—
3500 ALUM.
NGLE HUNG
0 I 0
NON-IMPACT
E
I
INSTALLATION I�
31I
N_ !7
L%+
ANCHORS (TYP)INSTALLATION 4'
H
ANCHORS. THRU 4•
FRAME AT JAMBS
A a� A o
0 0 0 G
I (SEE NOTE 2, SHT 6)
INSTALLATION
w m
RU
to
X I �/ CUPS AT ALL
SIDES
0 O
~¢ Z
Q I Q
SEE NOTE 2 I
4
"s"' >
o p W
cr
H
I
W�a
--- --- I--------
— ---- —
W W W m
~'
o " o
INSTALLATION ANCHORS,
p¢p
j p j G
ANCHOR LAYOUT - (FLANGE( FOR DP CHART A I THRU CLIPS AT SILL
I ANCHOR LAYOUT •(FLANGE( FOR
DP CHART B
o U m ¢
Z
THRU FRAME ORCUP(MASONRYOR WOOD OPENING)
DP UNITED BY Gl/53 AND TESTED PRESSURE uM1IAT10NS.5EE SHEET S THRU FRAME OR CUP (MASONRY OR WOOD OPENING) I DP LUTED BY ANCHOR CLIPS, SEE SHEET 4
--'--------------------J-------------------------- -r--------------------
���``NpRE
JgP T(i�•�i
NOTES: i
4- MAX (TYP.) 16' MAX. O.C. (TYP.)
: GQ: •`�G E /Vg�.Qy i
'�P
�v�' No 56201
1. INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. I
4' pp
2. SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4'. USE I
16• MAX. O.0.
u -
90 u
SHIMS WHERE SPACE GREATER THAN 1/16' IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR
(TYP.)
:(u�ir
; STATE OF c`
BETTER. WOOD SHIMS ARE NOT ALLOWED. I
�-
I
3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 10.
4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR I
�Z
MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. I
2/23/2015
LUCAS A. TURNER, P.E.
5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL
NOT BE USEQ IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 10. (
FL PE #58201
I
3,
1239 JABARA AVE.
6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT I
NORTH PORT, FL 34288
SHALL BE BEYOND WOOD BUCKS, IF USED, AND INTO SUBSTRATE . 1X BUCKS ARE OPTIONAL. I
PH. 941-380-1574
7. A MINIMUM3'CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL MASONRY FASTENERS. A MINIMUM 1'
INSTALLATION
ANCHORS (TYP) X
s E DESCMPTION
CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL WOOD AND METAL FASTENERS. i
ANCHOR SCHEDULE AND
NOTES . EOUAL SPLIT
S. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF I
DRAWN BY
DATE:
RECORD ANU INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH I
REQUIREMENTS AS SHOWN IN TABLE 1, SHEET 10. CONCRETE AND MASONRY SUBSTRATES SHALL NOT BE CRACKED. I
ADE
03/16/09
CWS-466
D
9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE I
CURRENT VERSION OF THE REFERENCE DOCUMENTS: I
ANCHOR LAYOUT - (FIN( FOR DP CHART A
FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS),
I
THRU
DPUMrtEDBYGIASSANDTES7EDPRESS1AiElABTA7ONSSEESHEE7S
SSANDT STEDPR PRESSURE
SHEET
FMAIWDMA250(BOXWINDOWS),FMA/AAMA/WDMA300(EXTERIOR DOORS).
1:25
8 OF11
Or MAX.
W MAX.
1
6' MAX.
18' MAX O.C. (TYP.) THRU FRAME.
12- MAX O.C. (TYP.) W/CUPS
NOTE: WHEN INSTALLING FLANGE
UNITS WITH ANCHOR CUPS AS SHOWP
ON SHEET 10. DESIGN PRESSURE IS
LIMITED TO 30 PSF.
EE NOTE 2
INSTALLATION
ANCHORS (TYP.)
ANCHOR LAYOUT - (FLANGE) FOR DP CHART C
TIMI FRAME OR CUP (MSOMY OR WOOD OPENM)
NOTES: OP UYITED BY GLASS, SEE SHEET 7
1. INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
4' MA
4' MAX
16' MAX
ANCHOR LAYOUT - (FIN) FOR DP CHART C
THRU NNLWG FIN MOOD OPU"B SEE SHEET
2. SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4'. USE
SHIMS WHERE SPACE GREATER THAN 1/16' IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR
BETTER. WOOD SHIMS ARE NOT ALLOWED.
3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 10.
4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR
MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION.
5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 10.
6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT
SHALL BE BEYOND WOOD BUCKS, IF USED, AND INTO SUBSTRATE -1X BUCKS ARE OPTIONAL.
7. A MINIMUM 3'CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL MASONRY FASTENERS. A MINIMUM 1'
CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL WOOD AND METAL FASTENERS.
S. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF
RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH
REOUIREMENTS AS SHOWN IN TABLE 1, SHEET 10. CONCRETE AND MASONRY SUBSTRATES SHALL NOT BE CRACKED.
9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE
CURRENT VERSION OF THE REFERENCE DOCUMENTS:
FMA/AAMA IDD(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS),
FMA/WDMA 250(BOX WINDOWS), FMA/AAMAANDMA 300(EXTERIOR DOORS).
INSTALLATION
ANCHORS (TYP.)
WINDOW SYSTEMS 0
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CW S.CC
3500 ALUM.
SINGLE HUNG
NON -IMPACT
f7 N a
0 0 �
-..1`PNpRE
GpS.��G E IVg*- GQ�!y
v : No 58201 N
"0 ; Or
9 ; STATE OF
zz-
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380.1574
ANCHOR SCHEDULE AND
NOTES - ORIEL
ADE 03/16/09
VO .:
CWS -466 D
SHEET
1:25 9 OF 11
TYPICAL HEAD CUP ANCHORAGE
�--y— MIN. EDGE DIST.
1 SEE TABLE t
gSUUEBS7TpRgALTTE BY OTHERS
PEAIMETERISEAUWT —
BYINSTALLER
MIN. EMBEDMENT
INSIDE AND OUT
SEE TABLE t
SEALANT BEHIND FLANGE
ANCHOR TYPE
BYINSTALLER
1/1' MAX SHIM
PERIMETER SEALANT
ANCHOR CLIP
BYINSTALLER
INSTALLATION ANCHOR
INSIDE AND OUT
SEE TABLE 1
HIGH STRENGTH
STRUCTURAL GROUT
BY OTHERS
MIN. EDGE DIST.
SEE TABLE 1
A VERTICAL SECTION
10 TYPICAL SILL CUP ANCHORAGE
MIN. EMBEDMENT
SEE TABLE 1
1/4' MAX SHIM—
ANCHOR CLIP—
INSTALLATION ANCHOR—
SEE TABLE 1
SEALANT BEHIND FLANGE
BYINSTALLER
PERIMETER SEALANT BY INSTALLER
INSIDE AND OUT
SUBSTRATE BY OTHERS
SEE TABLE 1
SEE TABLE 1
SEALANT BEHIND FLANGEILJ
BYINSTALLER
ANCHOR TYPE
MIN. EMBEDMENT MIN. EDGE DIST.
ANCHOR CUP
PERIMETER SEALANT
3/16' f1W TAPCON
BYINSTALLER
1.1/6'
INSIDE AND OUT
HOLLOW OR GROUT -FILLED CUM (117 PCF MIN.)
SUBSTRATE
1'
BY OTHERS
FLANGE
SEE TABLE 1
MIN. EMBEDMEP
1'
SEE TABLE 1
MIN. EDGE DIST.
SEE TABLE 1
A VERTICAL SECTION
10 TYPICAL SILL CUP ANCHORAGE
MIN. EMBEDMENT
SEE TABLE 1
1/4' MAX SHIM—
ANCHOR CLIP—
INSTALLATION ANCHOR—
SEE TABLE 1
SEALANT BEHIND FLANGE
BYINSTALLER
PERIMETER SEALANT BY INSTALLER
INSIDE AND OUT
SUBSTRATE BY OTHERS
SEE TABLE 1
ME DIST.
SEE TABLE 1
g HORIZONTAL SECTION
t0 TYPICAL JAMB CUP ANCHORAGE
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW CWS.CC
13500 ALUM.
SINGLE HUNG
NON -IMPACT
� � � a
0 0 0 H c O
TABLE 1: APPROVED INSTALLATION FASTENERS
`%O%,'NOREtti"'!4,
P TG
FRAME TYPE SUBSTRATE TYPE
ANCHOR TYPE
MIN. EMBEDMENT MIN. EDGE DIST.
FLANGE
CONCRETE (2.0 KSI MIN.)
3/16' f1W TAPCON
1'
1.1/6'
FLANGE
HOLLOW OR GROUT -FILLED CUM (117 PCF MIN.)
3116' RW TAPCON
1'
2'
FLANGE
CONCRETE (2.85 KSI MIN.)
3/16' ELCO ULTRACON
1'
1'
FLANGE
HOLLOW OR GROUT -FILLED CMU (ASTM C-90)
3/16' ELCO ULTRACON
1.1/4'
2.1/2'
FLANGE
Zx MIN. SPRUCE -PINE -FIR WOOD (G-0.42 MN.)
3116' ITW TAPOON
OR ELCO ULTRACON
1-318'
7/8•
FLANGE
2x MN. SPRUCE -PINE -FIR WOOD (G-0.42 MIN.)
1110 WOOD SCREW
1.9/8'
7/8'
FLANGE
16 GAUGE (0.060') MIN. STEEL STUD
(33 KSI YIELD MIN.)
1110.16 HILT) KWIK-FLEXOR
ITW TEKS SELF -DRILLING
FULL THREAD
THRU 0.060'
1/2•
FLANGE
1/8- ALUM. (6063-T5 MIN.) OR
1/8' STEEL (33 KSI MIN.)
1110 GRADE 5 SELF -TRAPPING /
DRILLING SCREW
FULL THREAD
THRU 0.125'
1!2•
FIN
2x MIN. SPRUCE -PINE -FIR WOOD (G-0.42 MIN.)
SS WOOD SCREW
1.1/2•
7/16'
ME DIST.
SEE TABLE 1
g HORIZONTAL SECTION
t0 TYPICAL JAMB CUP ANCHORAGE
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW CWS.CC
13500 ALUM.
SINGLE HUNG
NON -IMPACT
� � � a
0 0 0 H c O
INSTALLATION ANCHOR
`%O%,'NOREtti"'!4,
P TG
SEE TABLE 1
,�� 5
EIvq�. P2�:
ANCHOR CLIP
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.'Fp
?v f No 58201
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V : :grz
9O� STATE OF :�4U
�(O
SEALANT BEHIND FLANGE,�FS
BYINSTALLER
R 1 p`2,.`
E?����
PERIMETER SEALANT
BYINSTALLER
MIN. EMBEDMENT
INSIDE AND OUT
SEE TABLE 1
2/23/2015
SUBSTRATE BY OTHERS
SEE TABLE t
LUCAS A. TURNER, P.E.
58201
FLPEMRAA
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
MIN. EDGE DIST.
WEPrOWRIPTION
SEE TABLE 1
INSTALLATION DETAIL -
C HORIZONTAL SECTION
CLIPS
10 ALTERNATE SILL CLIP ANCHORAGE
DRAWN BY:
DAT
ADE
03/16/09
rl.
Arr—
NOTE:
CWS -466
D
1. WHEN INSTALLING FLANGE UNITS WITH ANCHOR CUPS AS SHOWN ON THIS SHEET.
SHEET
DESIGN PRESSURE IS LIMITED
TO 4-30 PSF.
1:2
10 OF 11
MIN. EMBEDMENT
99torEfflMiM
TYPICAL HEAD ANCHORAGE
SEE TABLE 1, SHT 10
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
MIN. EDGE DIST.
1/4• MAX SHIM
WWW.CWS.CC
SEE TABLE 1, SHT 10
3WO ALUM.
MIN. EDGE DIST.
SEE TABLE 1, SHT 10
SINGLE HUNG
SEE TABLE 1. SHT 10 STRATE BY RS
INSTALLATION ANCHOR
NON-IMPACT
SEE TABLE, SHT 10
MIN. EMBEDMENT
SEE TABLE 1, SHT t0
PERIMETER SEALANT BY INSTALLER
'Ps '.?5
INSIDE AND OUT
SEALANT BEHIND FLANGE
3_ a w
�
BY INSTALLER
a of A <
000.-G
PERIMETER SEALANT BY INSTALLER
SEALANT BEHIND FLANGE
INSIDE AND OUT
}
w m
BY INSTALLER
1/4' MAX SHIM
SUBSTRATE BY OTHERS
y to
Z
SEE TABLE 1. SHT 10
E HORIZONTAL SECTION
S V 2 Z j
t t TYPICAL JAMB ANCHORAGE
g. O k' O ¢
O 0
O a
INSTALLATION ANCHOR
w U w ¢
SEE TABLE, SHT 10
c ¢ c N
w
CUD) <2
1/4' MAX SHIM
: � sF• :�
SEALANT BEHIND FLANGE1/4'
MAX SHIM
GP ��
BY INSTALLER
v • No 56201 : 9
SEALANT BEHIND FIN
MIN. EDGE DIST.
SEE TABLE I. SHT 10-
BY INSTALLER
•p ; ¢=
PERIMETER SEALANT BY INSTALLER
-
- 9 �, STATE OF . :40.
INSIDE
INSIDE AND OUT
EMBEDMENT
INSTALLATION ANCHOR
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SEE TABLE 1. SHT 10
SEE TABLE• SHi t0
SUBSTRATE BY OTHERS
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SUBSTRATE BY OTHERS
SEE TABLE 1, SHT t0
���q�n1nH``�
SEE TABLE 1, SHT 10
PERIMETER SEALANT BY INSTALLER
y
INSIDE AND OUT
MIN EMBEDMENT
MIN. EDGE DIST.
- -I
SEE TABLE 1. SHT 10
2/23/2015
SEE TABLE 1. SHT 10
LUCAS A. TURNER, P.E.
D VERTICAL SECTION F VERTICAL SECTION
11 TYPICAL SILL ANCHORAGE
t 1 ALTERNATE FIN ANCHORAGE
FL PE # 58201
TYP. FOR HEAD. SILL AND JAMBS
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380.1574
SHEET DESCRIPTION
INSTALLATION DETAIL
DRAWN BY
.
ADE
03/16/09
Dw 4:
CWS-466
D
SHEET
1:2
11 OF 11
DAMARIS REYES
100 HAYS DR, SANFORD FL 32771
PARCEL ID #35-19-30-520-0800-0060
Subdivision Name COUNTRY CLUB MANOR UNIT 1
r— 4' 11'-5'
f --
I
I
I
I
I
L---
24'-2
—�— 2'-8' —T— 6-7 --I— 4' --I
i
SH-23
-------------------------------------------------------------- j
EXISTING FLOOR PLAN
SCALE 3/16'= VW
RECORD COPY
REVIEWED FOR CODE COMPLIANCE
PLANS EXAMINER
4-"'I- I(e
DATE
,i 1 K—)
Lam•)
SCOPE OF WORK:
REPLACE ALL WINDOWS SH,
REPLACE TWO EXTERIORS DOORS.
REPLACE THREE WOOD COLUMNS
NO ELECTRICAL -PLUMBING -MECHANICAL WORK
NO ROOFING WORK.
1
POST P.T. DETAILS
EXISTING MIN. 2500 PSI
NEW POST P.T. g2 CONCRETE WITH 6X6
W1.4XW1.4 WWF OR
FIBERMESH.
SEE DETAILS - _F f 12.16*2 12'
GRADE-
a01��
a- ---(1) #5 REBAR
CONT.
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVE
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS
CONSTRUCTION OR VIOLATIONS OF THIS CODE
STRUCTURAL DESIGN CRITERIA
EXPOSURE CATEGORY
B
BASIC WIND SPEED
140
INTERNAL PRESSURE COEFFICIENTS
-
BUILDING, ENCLOLSED +/-0.18
m E
WIND IMPORTANCE FACTOR
1
ROOF DESIGN WIND PRESSURE
30 PSF
FBC, SECTION 1604.6
-
WINDOW DESIGN WIND PRESSURE:
�
U
A. POSITIVE PRESSURE OF 22 P.S.F.
SH -23
B. NEGATIVE PRESSURE OF 30 P.S.F.
37.12'x38.7/8'
DOOR DESIGN WIND PRESSURE:
SLIDING GLASS DOORS: ALL SIZES
A. POSITIVE PRESSURE OF 21 P.S.F.
B. NEGATIVE PRESSURE OF 28 P.S.F.
ENTRY DOOR: ALL CONFIGURATIONS
A. POSITIVE PRESSURE OF 20 P.S.F.
B. NEGATIVE PRESSURE OF 25 P.S.F
NEW POST P.T.#2
WEDGE ANCHOR
WANASHER }' & NUT
EXISTING
:;�•, •• MIN 4'
POST 4'x4' use ABU44Z w/12 -16d NAILS, SIMPSON
POST 6'4' use ABU66Z w/12 -16d NAILS, SIMPSON
NOTES
THIS STRUCTURE HAS BEEN DESIGNED TO MEET
OR EXCEED THE 140 MPH WND LOAD
REQUIREMENTS OF SECTION III OF THE FLORIDA
THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR
EXCEED THE MECHANICAL. ELECTRICAL 3 PLUMBING
REQUIREMENTS OF ALL APPLICABLE STATE AND LOCAL
CODES AND ORDINANCE,
ELECTRICAL PLAN: BASED IN NEC 2011
OIINC
SANFORD
2
QFPAR,�'�k.
SIZE WINDOWS -DOORS
DATE
09/06/2016
SHEET
Al
ITEMS
SIZE
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WINDOWS
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SH -25
37' x 63'
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SH -23
37x38 -3W
37.12'x38.7/8'
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37-1r7x26.12'
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19.5/8'x26.12'
DOORS
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2668
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32'x82'
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ROUGH OPENING
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531/8' x 50.5/8' 53-5/8'x50.71'
SH -25
37' x 63'
37-12'x63.12'
SH -3060
36"x 72'
36.12x72.12'
SH -1236
301x72'
30-12'x72-12'
SH -23
37x38 -3W
37.12'x38.7/8'
SH -22
37x26'
37-1r7x26.12'
SH -12
19.11'x26'
19.5/8'x26.12'
DOORS
2468
28'x 80'
30'x82•
2668
30' x 80'
32'x82'
2868
32'x 80'
34'x82'
6068
72• x 80'
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