HomeMy WebLinkAbout300 E 18 St (8)0- 2 54
CITY OF
a �;,`FIRE DEPAPTIVIENT
Building & Fire Prevention Division
PERMIT APPLICATION
Application No: 1 9` oZ 0ql
Documented Construction Value: $ a �2_ p -il
Job Address: 1-)--7-1 Historic District: Yes ❑No
Parcel ID: Residential •j❑( Commercial
Type of Work: New[] Addition❑ Alteration ❑ Repair ❑ Demo ❑ Change of Uselil Move ❑
Description of Work: kVIIJ1`�t,f
Plan Review Contact Person: ,lea---j W) Q 4 U ajR Title:
Phone: 1 -257 (,"L Fax:
Email:
Property Owner Information
Name 65gk— /�rw G'X
Street: 2 b-'C> leaf 1
City, State Zip:
LOU
Phone: 07
Resident of property?
Contractor Information
Name
pav-''P mL( CfL V4 Phone: 1,6 2
Street: 2 bto //6�� . �+I XT
City, State Zip: �1 bg 3 77
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Fax:
State License No.:
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
• cAm
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,
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: 61' Edition (2017) Florida Building Code
Revised: January 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
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.
3 A
Signature of Owner/Agen Date Signature of Contractor/Agent Date
Prir,OQwner/Agent's Name Print Contractor/Agent's Name
Signature of Notary -State of Florida ate
EANNETTE MLAND
---T-Ur3DfMl'3:
Notary Public - Stte of Florida
Commissior # G 170900hty Comm. ExpireJan 16.2022 N aN A srr, or Nata o:Ownernown to Me or
Produced ID Type of ID
Signature of Notary -State of Florida Date
Contractor/Agent is Personally Known to Me or
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 ❑
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
# of Heads
UTILITIES:
FIRE:
Flood Zone:
# of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes ❑ No ❑
WASTE WATER:
BUILDING:S,'F- 19•2-t• lR
Revised: January I, 2018 Permit Application
2801 W. Airport Blvd.
Sanford, FL 32711
Office (407) 321-3667
C CARD FAX AUTHORIZATION
Single Ilse or C�o�ntinuing1 (Circle One)
Cardholder's Name: F�YIlZ.tf '' " /Jr ' /V 1 Q<Q &)A
Type of Card: Y, visa ^ MasterCard American Expressc/ Discover
Card Number:
CW Code (last three numbers on the back Q
of card): U', Expiration Date:
Credit Card
Billing Address: 3C�6 G� s/�n: Zip Code: 3�
American Builders
Supply Account #:
American Builders
Supply Account
Name
Invoices to be Paid:
AFMAN BUILDERS SUPPLy 7
N'BICAH BUILDERS SUPPLY
SAW, FL 32?11
23M MSSTT 25 H STREET
SAWORD FL 327TI
rcha;t ID: I
rn 10: NJ12252Br461
Sale
44
i0 Entry 8etW,, fi 1
A: i 2. 82.6?
M8 13:02:69
Ices: 061039 M.- I N
nd: Online 8atcA 00 a
$
$ TOTAL:
$
ay the total price listed above according to the credit card Issuer agreement, and I authorize
. dbal American Builders Supply as the merchant for this sale to charge my credit card. In addition, 1
Ions of my cardholder agreement. If this Is a continuing agreement, a separate list of invoices to be
by the 25th of the corresponding month.
Issuing State:
RETURN, VIA FAX, TO (407) 268-4508
�m FOR SAME -DAY PROCESSING
custozer COPY
TIM YOU!
OWNER BUILDER STATEMENT/AFFIDAVIT
Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for
homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities.
OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT
BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the,left of each statement)
I understand that state law requires construction to be done by a licensed contractor and have applied for
an owner -builder permit under an exemption from the law. The exemption specifies that 1, as the owner of
the property listed, may act as my own contractor with certain restrictions even though I do not have a
license.
I understand that building permits are not required to be signed by a property owner unless he or she is
responsible for the construction and is not hiring a licensed contractor to assume responsibility.
I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I
may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed
in his or her name instead of my own name. I also understand that a contractor is required by law to be
licensed in Florida and to list his or her license numbers on all permit and contracts.
I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I
may also build or improve a commercial building if the costs do not exceed $75,000. The building or
residence must be for my own use or occupancy. It may not be built or substantially improved for sale or
lease. If a building or residence that I have built or substantially improved myself is sold or leased within
in 1 year after the construction is complete, the law will presume that I built or substantially improved it
for sale or lease, which violates this exemption.
J
I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise
persons working on my building or residence. It is my responsibility to ensure that the persons whom I
have the licenses by law and by city ordinance.
�i
employ required
I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an
owner -builder permit that erroneously implies that the property owner is providing his or her own labor
and materials. 1, as an owner -builder, may be held liable and subjected to serious financial risk for any
injuries sustained by an unlicensed person or his or her employees while working on my property. My
homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -
builder and am aware of the limits of my insurance coverage for injuries to workers on my property.
I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is
not licensed to perform the work being done. Any person working on my building who Is not licensed
must work under my direct supervision and must be employed by me, which means that I must
comply with laws requiring the withholding of federal income tax and social security contributions
under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation
for the employee. I understand that my failure to follow these laws may subject me to serious financial
risk.
Rev. 9.14.2009
I agree that, as the party legally and financially responsible for this proposed construction activity, I will
�(
abide by all applicable laws and requirements that govern owner -builders as well as employers. I also
understand that the construction must comply with all applicable laws, ordinances, building codes, and
zoning regulations.
I am of aware of construction practices and I have access to the Florida Building Codes.
I understand that I may obtain more information regarding my obligations as an employer from the Internal
Revenue Service, the United States Small Business Administration, the Florida Department of Financial
vConstruction
Services, and the Florida Department of Revenue. I also understand that I may contact the Florida
Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for
more information about licensed contractors.
I am aware of, and consent to, an owner -builder building permit applied for in my name and understand
that I am the party legally and financially responsible for the proposed construction activity at the address
listed below.
I agree to notify the building department immediately of any additions, deletions, or changes to any of the
information that I have provided on this disclosure or in the permit application package.
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person
who does not have a license, the Construction Industry Licensing Board, the Department of Business and
Professional Regulation and the building department may be unable to assist you with any financial loss
that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in
i�
civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an
I
individual or firm is injured while working on your property, you may be held liable for damages. If you
obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying
whether the contractor is property licensed and the status of the contractor's workers' compensation
coverage.
Property Address: 3o J 6 1Ig 7 f i
1, P02>1 Z\J5 tC, RA/ X , do hereby state that I am qualified
and capable of performing the requested construction involved with the permit application filed and agree to the
conditions specified above.
— I kl___/�� 0 � /1-0 /
Sign' of O t
r- uilder Date
Form of Identification
(Must be Photo ID)
A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment
not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local
permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy
for unlicensed activity against the owner and any person performing work that requires licensure under
the permit issued.
Rev. 9.14.2009
Revision ❑
Response to Comments
f �oq l
Permit # � X
A
MAY IS' 2018
�Blt�
Submittal Date
City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Project Address: D o IF
10 S
Contact: �12"� /�1 (qL' A -
Ph: qeFax:
Email: &G-P_A�. /45Q4uN-� grm4-►t_- �
Trades encompassed in revision: General description of revision:
❑ J
Building -ga �Q t,4 ►Kb@cif 4 4hC)&_ �� API
❑ Plumbing
❑ Electrical
❑ Mechanical
❑ Life Safety
❑ Waste Water
Department
❑
Utilities
❑
Waste Water
❑
Planning
❑
Engineering
❑
Fire Prevention
ROUTING INFORMATION
Approvals
11 -Building —;,�7 1&' 2-1. 1g
!` . D
DEPARTMENTFIRE
Application Number: 18-2091
Project Description: Window & Door
Job Address: 300 E 1811 Street
Building & Fire Prevention Division
PLAN REVIEW COMMENTS
Date: 05/11/2018
Contact Name: Perry Njuguna
Contact Email: Perry.Niu2una(&2mail.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.
PLAN REVIEW COMMENTS:
1. Two (2) copies of Florida Product Approval and corresponding installation instructions are required for the windows.
Only 1 copy submitted and many of the pages are not legible. Please resubmit two (2) copies of legible Product Approval
for the windows.
FBC 107
2. The permit application states that a door will be replaced. No information provided for the door. Please submit two (2)
copies Florida Product Approval and corresponding installation instructions for the door.
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.
Of%dce 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
BE
RECORD COPY
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'FIZO
REVIEWED FOR CODE COMPLIANQL
G�
PLANS EXAMINER
sue. Zl- 18
DATE
SANFQR() BUi.LPI.NG DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCECD WITH THE WORK AND NOT AS
AUTHORITY TO V10il-ATE. CANCEL, ALTER OR SET
ASIDE ANY OF 7HE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
#� g-209 1
P!N
NN
vo
RECORD COPY
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Product Approval Menu > Product or Application
Search > Aoofieation
List > Application Well
FL #
FL17676-R6
Application Type
Revision
Code Version
2017
Application Status
Approved
*Approved by DBPR.
Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Ml Windows and boors
650 West Market Street
Gratz, PA 17030
(717)365-3300 Ext2560
bsitlinger@mi%,id.com
Brent Sitlinger
bsitiinger@miwd.com
���t_oiNc
SANFORD
OFpA RT���
Windows
Single Hung
Certification Mark or Usting
American Architectural Manufacturers Association
Steven M. Urich, PE
,1 Validation Checklist - Hardcopy Received
Standard
AAMA/WDMA/CSA 101/I.S.2/A440
Method I Option A
08/23/2017
08/30/2017
09/09/2017
Year
2008
FL # I Model, Number or Name T' Description --il
17676.1 13540 SH 1 36x74 Fin Frame i
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-50
Other: LC-PG35. Units must be glazed in accordance with
ASTM E1300-04.
Certification Agency Certificate
FL17676 R6 C CAC APC(11355)C7327.01-109-47 -1.pdf
Quality Assurance Contract Expiration Date
04/12/2022
Installation Instructions
FL17676 R6 11 Install - 3540 SH 36 x74 Fin.pdf
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by independent Third Party:
17676.2
3540 SH
36x84 Fin Frame
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17676 R6 C CAC A -PC 3540 Fin 36x84.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
07/27/2020
Design Pressure: +401-50
Installation Instructions
Other: LC-PG40. Units must be glazed in accordance with
FL17676 R6 11 Install - 3540 SH Fin 36x84.p.
ASTM E1300-04.
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
117676.3 13540 SH 140x66 Fin Frame I
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-45
Other: R-PG35. Units must be glazed in accordance with
ASTM E1300-04.
Certification Agency Certificate
FL17676 R6 C CAC_ APC A3485.01 '
pdf
Quality Assurance Contract Expiration Date
08/26/2019
Installation Instructions
FL37676 R6 11 Install - 3540 SH Fin 40x66.pdf
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
117676.4 13540 SH 144x63 Fin Frame I
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +40/-47
Other: R-PG40. Units must be glazed in accordance with
ASTM E1300-04.
Certification Agency Certificate
EL17676 R6 C CAC APC 3540 Fin 44x63.odf
Quality Assurance Contract Expiration Date
05/26/2020
Installation Instructions
FL17676 R6 11 Install - 3540 SH Fin 44x63.odf
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
117676.5 13540 SH 144x72 Fin Frame I
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-47
Other: R-PG35. Units must be glazed in accordance with
ASTM E1300-04.
Certification Agency Certificate
FL17676 R6 C CAC APC 3540 Fin 44x72.pdf
Quality Assurance Contract Expiration Date
08/01/2022
Installation Instructions
FL17676 R6 11 Install - 3540 5H Fin 44x72.odf
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by independent Third Party:
117676.E 13540 SH 144x84 Fin Frame
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +301-30
Other: LC-PG30. Units must be glazed in accordance with
ASTM E1300-04.
Certification Agency Certificate
FL17676 R6 C CAC APC(10816IC7324.01-109-47-6.odf
Quality Assurance Contract Expiration Date
04/12/2022
Installation Instructions
FL17676 R6 lI install - 3540 SH Fin 44x84,pdf
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
117676.7 13540 SH 152x84 Fin Frame I
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +25/-25
Other: R-PG25. Units must be glazed in accordance with
ASTM E1300-04.
Certification Agency Certificate
FL17676 R6 C CAC APC 3540 Fin 52x84.odf
Quality Assurance Contract Expiration Date
05/26/2020
Installation Instructions
FL17676 R6 II FL17676 R1 11 Install - 3540 SH Fin
52,(84.yd
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
117676.8 13540 SH 136x74 Finless Frame
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistants No
Design Pressure: +35/-50
Other: LC-PG35
Certification Agency Certificate
FL176Z6 R6 C CAC APC 3540 FLS 36x74.odf
Quality Assurance Contract Expiration Date
08/28/2022
Installation Instructions
FL17676 R6 li 08-01252B 7.odf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
EL17676 R6 AE 511854E 1252.odf
Created by Independent Third Party: Yes
17676.9
3540 SH
36x84 Finless Frame
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
EL17676 R6 C CAC APC 3540 FLS 36x84.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
07127/2020
Design Pressure: +40/-50
Installation Instructions
Other: LC-PG40
FLIZ676 R6 II 08-01372 511989.odf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17676 R6 AE 511989 3540 FLS 36x84 odf
Created by Independent Third Party: Yes
17676.10 3540 SH 44x72 finless Frame
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17676 R6 C CAC APC 3540 FLS 44x72.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 08/28/2022
Design Pressure: +35/-47 Installation Instructions
Other: LC-PG35 FL17676 R6❑ 08-012478 Modf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17676 R6 AE 5118498 1247.odf
Created by Independent Third Parry: Yes
17676.11
3540 SH
48x96 Finless Frame
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17676 R6 C CAC APC 3540 FLS 48x96.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
08/28/2022
Design Pressure: +30/-30
Installation Instructions
Other: LC-PG30
F! 17676 R6 i1 08-013718 Modf
Verified By: Luis R Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17676 R6 AE 5119888 1371.odf
Created by independent Third Party: Yes
117676.12 13540 SH 1 52x62 Finless Frame I
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-35
Other: R-PG35
Certification Agency Certificate
FL17676 R6 C CAC APC 3540_FLS_52x62.Ddf
Quality Assurance Contract Expiration Date
08/27/2022
Installation Instructions
FL17676 R6 1I 08-02269A 12.odf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17676 R6 AE 51301A
Created by Independent Th rd6Parrt�y: Yes
1 17676.13 13540 SH 15202 Finless Frame I
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +30/-30
Other: R-PG30
Certification Agency Certificate
FL17676 R6 C CAC APC(10818)C7326 Q1-109-47 - 13.odf
Quality Assurance Contract Expiration Date
04/12/2022
Installation Instructions
FL17676 R6 If 08-02270A 13.gdf
Verified By: Luis R Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17676 R6 AE 513016A 2270.pdf
Created by Independent Third Party: Yes
17676.14
3540 SH
52x84 Finless Frame
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL17676 R6 C CAC APC 3540 FLS 52x84.pdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
OS/26/2020
Design Pressure: +25/-25
Installation Instructions
Others R-PG25
FL17676 R6 It 08-01514 512141.pdf
Verified By: Luis R Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17676 R6 AE 512141 3540 Fis 52x84.pdf
Created by independent Third Party: Yes
117676.15 13540 SH I48x72 Fin Frame I
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-35
Other: R-PG35. Units must be glazed in accordance with
ASTM E1300-04.
Certification Agency Certificate
FL17676 R6 C CAC APC A2726.01.odf
Quality Assurance Contract Expiration Date
07/20/2019
Installation Instructions
FL17676 R6 11 Install Instructs - 3540 SH FIN 48x72 (As
Tested) I)df
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by independent Third Party:
117676.16 13540 Triple SH 1108x74 Fin Frame Triple CHS
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-50
Other: LC-PG35. Units must be glazed in accordance with
ASTM E1300-04.
Certification Agency Certificate
FL17676 R6 C CAC APC(10817)C7327.01-109-47-16.ndf
Quality Assurance Contract Expiration Date
04/12/2022
Installation Instructions
FL17676 R6 II Install - 354 5H CH5 Fin 108xi 74.pdf
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
117676.17 13540 TvAn Single Hung 17301 Finless Frame
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant, No
Design Pressure: +35/-40
Other: R-PG35
Certification Agency Certificate
FL17676 R6 C. CAC APC E1902.01-109-47-RO 3540
SH•odf
Quality Assurance Contract Expiration Date
11/03/2020
Installation Instructions
FL17676 R6 11 08-02997 -Anchor Clio.odf
Verified By: Luis R. Lomas, PE PE-62514
Created by independent Third Party: Yes
Evaluation Reports
FL17676 R6 AE 513853.odf
Created by Independent Third Party: Yes
Flack na.I
Contact Us :: 2601 Blair Stone Road, Tallahassee Ft. 32399 Phone; 850.457-1824
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NOTES:
I, IHE PRODUCT SHC`YN HEREIN 1S DESIGNED ANC MANUFACTURED TO COMPLY ta1TH
REOU,R:ML"N"S OF THE FLORIDA BUtLDINC CODE.
Vr00D FRAhINC AND MASONRY OPENING TO BE DESICNEC AND ANCHORED TO PR3PERL.Y
TRANSFER ALL LOADS TO STRUCTURE, FRAMJN^ AND M:,S.NF,'Y 'DPEIJINC IS THE
P,E SPONS181.1TY ;JF THE ARCHITECT OR ENCINEEP CF PECCRD.
F. EJI:✓, IDVER ?0ASOr4P. /CONCRETE IS CPTIOr!AL.
a.. t:'HFFF SHIM OR BLICv THICKNESS IS LESS THAN 1 - 1/2" VANDC'd' UNITS MUST F,F
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLAT!0N INSTRUCTIONS. ANCHC•kS SHALL BE SECURELY FASTENED DIRECTLY INT•C
MA..GNR'%, CONCkfiTE OP. TITHER STRUC•I'URAL. SUBSTRATE 1�tATER1A1..
5. :cHERE WOOD BUCK THICKNESS IS 1-1,:2" OR C•PEATER. BUCK SHALL BE SECURELY
FASTENED TO MASOHR'/• CONCRETE OR 1THER STRUCTURAL SUBSTRATE. WINDO'A UNITS MAY
L•'E ANCFIOREG THRCaJGH FRAME TO, iZC'URED w'OOD BUCK IN ACCCROANOE IYITP
MANI_IFACTUREWS PUBLISHED It•rjiALLATICN 1NSTRUCTILNS,
C. WHEPE 1X BUCK 12 NCT USED DISSIMILAR MATERIALS MU=.T BE SEPARATED ygTH APPROVED
COATINC OR MEM6F01E. SELECTION OF COATING OP MtEM8R4'NE IS THE RES PONS, &I LITY OF
TH7 AR.•.^FIITE•^" DR ENGItJEEF. Cr RFa,F.D.
.. BUCKS SH-.LL E TEND BE1'CH:O YiIN00tie INTERIOR FACE SC THAT FULL FP..auE :UFPOPoT IS
PRC;'IDED_
8. SHIM AS RECUIREC AT YJITH LOAD BEARING SHIM. ::HIa1 VJHCRE SPACE OF 1/16' OR
GREt'ER OCCURS. MAX4,UM ALLO,MAELE SH+M STACK TO 6F 1/4-
SHALL BE MADE FFDU MATERIALS CAPABLE. OF SU TAINING APPLICABLE LOADS.
LOCATE=1 AN-., APPLIED IN A T:wiCKNCSS CAPABLE OF SUSTAINING APPLICABLE LOADS.
10• :VINO LOAD DURATION FACTOR Ca=1.6 tVAS USED FOR Y:OOU ANCHOR CALCULATIONS.
1 :. FRAME MATEPIFl: EXTFUDED RIGIO FVC,
12. UNIfS MUS- BE CLAZED FIR ASTM E1.;DD-D4.
1S. APPROVED IMPACT PP,OTFCTIVE �f_iTFM 1R RFQUIRF'I FOR. THIS PRODUCT IN 'RIND BORNE
DEERIS REC:OI,15.
14. FOR ANCHORING lJO 1,1100D FRAMING OR 2X BUCt: USE {8 v:OOD SCREWS WITH
SUFRCIENT LENGTH TO ACHIEVE A 1 1/4" MINRdUl:1 EMPEDIAENT ItJTO SUBSTRATE. LOCATE
P.tICHOR> AS SHOWN IN 'ELEVATIONS AND INSTALLATION DETAILS.
TABLE OF CONTENTS
DESCRIPTION
NOTES
ELEVA.rp)tj
3 - 3_ I InSTALLATIGu DETAILS
REMSM:
OEr=m"QN Wi[ +�F'1Vt0
RE1M;E0 PER NEW 'I'ESTdJG i;1I06/14 I R,
REVISED INSV,LLATIvtd DETAIL`S 09 15"1g 1 P.L.
i5. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" T PODN5 VJITIi SUF-ICF_NI LENOTI"
TO ACHIEVE A 1 1/4- MINIMUM EUEEDMENT INTO 5UBSTRAU WITH -- 1/2" ?-;INIt.1Uta ED�2E
DIS'ANCF_. LOCATE. ANCHORS AS SHOWN IN ELEVATION,^•S, AND 1NSTALLATIO-N DETAILS.
16. FOR ANCHORING INTO METAL STRUCTURE USE 0 SMS OF, SELF DRILLING SCREiVS 'IYITH
SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR VALL.
LOCATE ANCHORS .AS SHOWN IN CLEVATL`3t15 AND IN:TA.LLAnON DETAILS.
7. ALL FASTENERS TO BE CORROSION FE_iFT.ANT.
INSTALLATION AtICHOPS SHALL BE INSTALLED IN ACCORDANCE VVITH ANCHC•F
MANUFACI"Ur+ER'S INSTALLATION INSTRUCTIONS AND ANCH12,R5 SHALL NCff CIE USED IN
SUBS-P.ATFS WITH STRENCTHS LESS THAN THE MINIMUM STREt-.CTH SPECIFIED 6ELOi,:
A. WOOD - 0.INIMUAI SPECIFIC GRAVITY O.' C-0.42
6. CONCRETE - MINIMUM COMPIRESSWE STRENGTH 3.192 P,"-1.
C. MAS7NRY - S7REt1C1'H CONFORMANCE. TO .ASTM C-90, CRADE N, TYPE 1 (Ok GREAILRj.
D. METAL STRUCTURE: :STEEL 1SCA, 33KS1 CAR .ALUMINUM? 130C3-TS 1/8` TF11CK Mit41MUtd
SIGNED: 09/15/2015
MWINDOWS TOOKS
MARKET STREET
GRATZ, PA 17030-0370
= r'• �.�GENSF9`P'�
; 1k•
SERIES 3240/3540 FLANGE PVC SINGLE HUNG
STEEL REINFORCED WINDOW NON -IMPACT 36"x74•'�`
NOTESy'TAT
OF ¢"
��'OF`•'LIZ in?•:
owev:
TAIL Ih.
�,•
TJH
08-0T252
B
��
��i�ss/pMAt�a��`
`"'VILE -Tr05/23/"
NTS —1 OF 5
W000 FP,.attlN�
f'KX BUCK
By ^THERS
APPROVED
SEAU',NT
EXTERIOR
f
APFPgVFD
SEALANT
WOOD FFtt,MwC;
C,R
SY CTHERS
1/2" MIN,
FDCE DISTANC.'F
1 1/4" MAIN.
"M6ED`AEN7
114
MA�
Sf;34 .SPACE
I,5 7?C-0D SCREW
RF•-104S- C'20
REINFORC-LMENT
G`:L--4:1 -020
R0,14 FORCEtAEN r
ev i ERlOR
vA,. -451 -;720
REINFORCEMENT
SIL+_ TO aE. SET
IN A BED OF ;.PG•POVED
CONSTFyJCl P;tN ::`.HESP•.,E
1 ,%4 MAX.
CSHIM SPACE
i
VERTICAL CROSS SECTION
WOOD FRAMING OR2X SUCK 1NSTALLA7101V
NOTES:
I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS.
NOT SHOWN FOR CLARITY
2. PERIMETER ANO JO/NT SEALANT BV OTHERS'TO SE
DESIGNED W ACCORDANCE WITH ASTM E2712
Nt'v
Rfr1FEU �'1- dEti! '/fSiRrC•.- CI;
REVISED IivSTALLATI-'Jtt DEU-ILS 69j I5j 1: R.L.
1 1 :4" MIN. 1 /4 IAAX.
EMEIEDMENT ,It-- 5HIMA SPACE GVL-351-U20
REINFORCEMENT
t; z" T aN_ INTERIOR
EocE DISTANCE � 1
J
WOOL' FRAMING
OR 2X 3UGK
BY OTHER-1
L APPROVED EXTERIOR
SEALANT
JAMS INSTALLATION DETAIL
WOOD FRAMING OR 2K SUCK INSTAUA TION
SIGNED. 09/f5/2015
MWINDOWSO DOORS
tRttllto����i
sso
GRATZ. PA 17030-0370
*� 0 16a*
SERIES 3240/3540 FLANGE PVC SINGLE HUNG
STEEL REINFORCED NON-IMPACT36"r74"
�,a
LL TION
INSTALLATION DETAILS
r7o • TAT OF ¢�
iE •iy�
JH
OS-01252
1j111tutN1�
NTS D"Tc 05/23/1 t `'"C=T3 OF 5
5/A' MIN.
hiEtAl EDCE f—
�TFVCTUR� � I GSTa.PJCE
5r CT-IFRS
AGFROVE'D
SEALANT
EXTERIOR
I/- MAX.
Ir SHIM SPACE
SELF DRI;-LING.
S"p.Et•J
P.F-104S-020
REINFORCEMENT
G IL- 4 51- 020
RErt:FORCEMENT
nr l cRIR QR
C CYL-451
/ F:EINFUFCEMEhJI'
INL TO Sr SET
IN A gcD OF z.PPF.O•.'Eu
CONSTRUCTION .D}iESTVE
APPROVED
SEALANT ...__.-
�'�� r 1 /4 MAX.
JC•{_ _l SHIM SPACE
STRU 7U E~"�
y OTHERS
VERTICAL CROSS SECTION
METAL STRUCTURE MTALLATTON
NOTES:
T. INTERIOR AND EXTERIOR nNMHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED INACCORDANCE WTTNAS7M'E2112
_ kLr;gn�
GATC� zp"O•T.O --
f.'triSEU %+kl: uER! "fEST1NC :1!'0.5/14 r,L,�..-
B F.f�aSEG INSI'ALLClION L'E;aILS (y?/;y/t5 R.L
1!' . k1A.X- , -451 -C�)
SHIM SPACE % REINF0RCEMFNT
sis_ MIN.
EDCE DISTAIJCE
! INTERIOR
I -
'
r
1
5
5 FMS Ok
I
SELF D=:ILLINGMETAL
(q
S 1? UC TI.JRE
EY OTHEP.S
APPROVED EXTERIOR
SEALJINT
JAMS INSTALLATION DETAIL_
METAL STRUCTURE IA TAtLAT7gV
SIGNED: 0911512015
65WINDOWS
A> nKETT DOORSTREET
R IrLr0�//,
WEST
GRATZ. PA 17030-0370
````.`S
-� ti ��GI-IV
*• J
SERIES 3240/3540 FLANGE PVC SINGLE HUNG
STEEL REINFORCED WINDOW NON —IMPACT 36"X7A-
INSTALLATION DETAILS
��0 • TAT +JF -IMIN
TJH
08-01252
J�/�7N41MAL11 ��\\
,,.ac NTS c T,
05/23/1 T IfW4 OF 5
iCCr;C NET E;'MASDNRY
BY OTHERS
*P7'10NAL ix Pi ICx
SEE IvOTES 3-7
SHEET i
APPF.'OVED
SEALANT
EXTERIOR
AP-ROVFQ
SEALANT
QFTI.:NAL t:< BUCK.
SEE NOTE _ 7
SHUT I
COh"�ETE/ti-S. tJRY
EY C•THEk-�
1 ; 2"
EDGE clsr:aJCE
i I
�
1;'4 MAN.
SH,M SPACE
1NJ
3/11
f-' TAPCON
RF-104S-020
REINFLQCEk1ENT
KEINFORLEMENT
try r eR/DR
1 1/4" MIN.
EM6EOMENT
{-
GVL-451
REIN FORC_ME NT
r' VLL TO 8E SET
IN A EEO riF
CONSTRUCTION ADHESIVE
/4 MA<.
r SHim SPACE
VERTICAL CROSS SECTION
coNCReTE/N450fiRY RVSTAUArON
wTr. :.xsArr.
e Re.YEO PER NCIV T>_SIIN6
E REVISED IWTAl_LATi Ort OETA,iL$
EMBEDMENT
CON CRETE/ MAV:,NRT �\
BY OTHERS
_1"'_--�
.
OPTIONAL 1y BUCK -�
a
SU.. NOTES 3-,--
SHEET t �L
t`
1 /4 MAX.
SHIM SPACE
•
`,
1•� ! i REINFORCEMENT
•
t j - % INTERIOR
,
li I U --
2 1' ` J.tiN.
1
DISTANCE
_ ru
EXTERIOR
-• APPROVED
SEALANT
JAMB INSTALLATION DETAIL
CONCREMUASONRY7NSTA tCii
NOTES:
J. INTERIOR AND EXTERIOR FINISHES. BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERNETER AND JOINT SEALANT SYO'TNERS TD BE
DESIGNED IN ACCORDANCE W77HAST74f E2112
SIGNED: 09/1512015
MI WINDOWS AND DOORS
��<>titl1+uIJJ�
fi50 WET MARKET GRAT2SPA 170300370T
JJ�5 R. . 4r?,-
fir• 0 ;
SERIES 3240/3540 FLANGE PVC SINGLE HUNG
STEEL REINFORCED WINDOW NON -IMPACT 36".74"
INSTALLATION DETAILS
¢;
0, TAT OF ;ter"
D8
5:xr NTS WE 05/23/1 T 520F 5
plastpr*
z,
1�1
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
Smooth / Wood Grain / White Wood Grain
Rustic / Mahogany
Series O Fiberglass Door
INSWING / OUTSWING
"NON-IMPACr'
GENERAL NOTES
1. This product has been evaluated and is in compliance with the 2010 Florida
Building Code (FBC) structural requirements excluding the "High Velocity
Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor
embedment to base material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind home debris protection this product is
required to be protected with an impact resistant covering that complies
with Section 1609.1.2 of the 2010 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 conditionsthatdeviate from the details of this drawing require further
engineering analysis by a licensed engineer or registered architect.
TABLE OF CONTENTS
SHEET#
DESCRIPTION
1
Typicat elevations, design pressures & general notes
2
Glazing details
3
Door panel details
4
Horizontal cross section
5
Vertical cross sections
6
Buck and frame anchorin
7
BB of materials and compdnents
37.50" MAX. OVERALL
FRAME WIDTH
/
Z Z /
3 h
z o
w �
w =
W
V.
J
O
G4
+35.0
•35.0
INSWING
37.5" x-82.0"
21.0"x 63.0"
lit, G3, GS
+45.0
.45.0-
G2
+50.0
•50.0
G4
+35.0
-350
OUTSWING
37.r x 80.50"
210x 63.0"
, G1, G3, G5
+45.0
.450
G2
+50.0
use: N.T.S.
M. ay: JK m'
liar. sy: LFS 3
MW= Na: C
N
FL— 15221.6
0
serer t oc 7
23.88" MAX.
23.88" MAX. FRAME WIDTH
21.0" MAX. FRAME WIDTH 21.0" MAX.
D.L.O. WIDTH D.L.O. WIDTH
SNAP FRAME INTERLOCK
b�
y-
iZS W 0 m c
x _
0 9
x O
� O � o
0 �
BOLT
(TYP.)
J
23.88" MAX.
FRAME WIDTH
21.0" MAX. rn
D.L.O. WIDTH
C4 1=
[V r
_ C9
f =
O
J
� 4
3.25'
(T'IP)
0
ODL LITE FRAME
s
a
(TYP-)
(TYP) 3.0'
(NP)
WROUGHT IRON FRAME
BOLT
(24 PLACES)
81 a, (2Q
/ (INTERIOR
o
0.313"
SNAP FRAME ASSEMBLY DETAIL
(SNAPS TOGETHER 2B PLACES)
G4 GLAZNG DETAIL
EXTERIOR \�
GLAZING DETAIL ((
G2 TdmOe Sound Barter
EXTERIOR
NYLON
THERMAL BREAK —
1 /7' GLASS BITE
]"OVERALL GLASS THK.
1 /8" TEMPERED
GLASS
AIR SPACE
OPTIONAL
DECORATIVE INSERT
1 /8" TEMPERED
GLASS
SUPER SPACER'
(EDGEfECH)
1 /T GLASS BITE
-1"OVERALL GLASS THK.
�1fir TEMPERED GLASS
,03' PVB INTERLAYER
(SOLUTIA)
1 /8" TEMPERED GLASS
\ AIRSPACE
1 /LT' TEMPERED GLASS
`ALUM SPACER
Gl GLAZING DETAIL
G5 GLAZING DETAIL
7
n!
1/T GLASS BITE o
ASKA TAPE
0ww d
z
1"OVERALL �¢ o
GLASS THK. o d
>�
1/8" TEMPERED $ i3 e a � \ E
GLASS S z° E 3 v y
AIR SPACE P 5
IRON PANEL a n m 8
1/8"TEMPERED 'c Y
GLASS ri d
`SUPER SPACER'
-(EDGEIECH)
3
3M VHB TAPE
�g
a
Z
�
7116" GLASS BITE
—I" OVERALL GLASS THK.
s
m Z
INTERIOR I/gTEMpERED
r'1
j AIR SPACE
1/WTEMPERED
GLASS
"E�X��TERIORALUM SPACER
G3 GIAZING DETAIL
ITE
OVERALL GLASS THK.
w
1/8"TEMPEREDGLASS a
AIR SPACE
1/8"TEMPEREDGLASS O
z
are: 2 15 12
.UM SPACER scmx-, N.T.S.
MCI BY: X
Owc BY: LFS
DM WW. NO.:
FL-15221.6
%W _L OF 7
0.7" —
0.4"
CAP (PVC) HINGE STILE (LVL)
35.75" DOOR �{
WIDTH
40 DOOR PANEL
Fberglass
INTERIOR Gi G2 G3 G4 G5
LATCH STILE (lVl) CAP (PVC)
/)� HORIZONTAL CROSS SECTION
3
HARDWARE TABLE
KWIKSET KNOB: SIGNATURE SERIES
DEADSOLT: SIGNATURE SERIES (780) +50•0 -50.0
KNOB: -r SERIES (F10)
SCHLAGE LEVER -r SERIES(FIO) +45.0 .45.0
DEADBOLT: "B" SERIES B60/62
SCMAGE HANDLE SET W/DEADBOLT: "F" SERIES (F60) +45.0 -45.0
TOP RAIL
(COMP.)
�mIV
�n w
o c
Yv •'
uo W
�>p
.2
J
• r• ••
M
m' U 4 a G
d
n mia v
4 9 20
0
a
INTERIOR EXTERIOR
�$
CL�
z
FOAM CORE a
(POLYURETHANE -
1.9 PCF MIN.)
FIBERGLASS SION
10.075" MIN. THL) 'R
BOTTOM RAIL
(COMP.)
K 2'-N\ VERTICAL CROSS SECTION
3
M- N.T.S.
;. BY: JK
Sr. LFS
Nina NO,
FL-15221.6
ar _�L of 7
11 C 0.15" n o
CSINK
4 a __ _
2 2;$`Ni J
�> Yj
Qc pc E
7 7 =i3Z
EXTERIOR 9 d g E gg`` `
O
4 0
INTERIORLi
L 24 29 27 C ? 2S
B 23
4 P 1 HORIZONTAL CROSS SECnON 2 HORIZONTAL CROSS SECTION o
4 Inswing shown - outswing also approved 4 Inwwng shown - outswing also approved c o 0
2 3 _
5 S a a
2 1 C A E
G ,
Z
O
to
7,
D:
.. o
n
W Z
O Z
Z U
23 OUE 2 15 12
27 srue N.T.S. 9
owc. BY. JK m'
HORIZONTAL CROSS SECTION Cm er: LFS ;
4 Shown w/IX sub -buck
onurnc NO.: �
FL-15221.E
0
sir _�L OF 7
tQ
9
C P
PP \�
E
D
P =�
s�
a
goc as
°C
L
2 1
%
1n Z
H
N
2
� U
O
INTERIOR EXTERIOR
z
ti
&
m �
VEIMCAL CROSS SECTION
a
y
5 Inswing shown - outswing also approved
U
O
O
�n
K
O
a
m
INTERIOR EXTERIOR
INTERIOR EXTERIOR
40 B 40
z
cn
18
10Ew
U
Z
E
z
° E >'
o
z
wte 2 15 12 i
sue: N.T.S. °
owc er: JK m'
2 VEIMCAL CROSS SECTION C� VERTICAL CROSS SECTION
oHK. Erf: t_FS ;
$ irwmng ttreshiold 5 Outswing threshold
oen M W.:-
FL— 15221.6 ro
0
SHEET of ] P
Ir
(TYP.)
D TYP. HEAD
&JAMBS
MASONRY
7— OPENING
2X BUCK
BUCK ANCHORING STRIKE JAMB
CONCRETEANCHOR NOTES:
1. Substitution of equal concrete anchors from a different supplier may have different edge
distance and center distance requirements.
2. Concrete anchor locations at the comers may be adjusted to maintain the min. edge
distance to mortar Joints. Concrete anchor locations noted as MAX. ON CENTER" must be
adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors
may be required to ensure the MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
4NCH,M
ANCR0
MIN.: `
iLt.}.F! CLEAR 4NCf TQ.;:
MIN CLf�i4AANfE T F.;;
i1'PE
SIZE
EMLIEDINfNT
. _......
hAASC3NRl"Tjfaf .;:?
ADJACENT aNGt4QR
..
ITIN
1/4"
1-1/4"
2-1/7
3"
ELCO
1/4"
1-1/4"
1"
4"
ITIN
3/16"
1-1/4"
2-5/11"
1-1/8"
(TYP.)
L 2X BUCK SEE HINGI
DETAIL I
— MASONRY G 1 X BUCK —
OPENING TYP. HEAD
& JAMBS
FRAME
2X BUCK
SEE HINGE
o DETAIL 2
FRAME ANCHORING
Masonry construction
LATCH & DEADBOLT DETAIL
1X1
BUCK 2X
BUCK
HINGE DETAIL I
IX
2X
HINGE JAMB
HINGE DETAIL 2
M N.T.S.
�• BY: JK m
By: LFS 3
WM NO, R
FL-15221.6
a
sr _L or % "
Bill OF MATERIALS
nEM i
DESCOMM
MAIEM
A
i X BUCK SG >= 0.55
WOOD
B
2X BUCK SG >= 0.55
WOOD
C
1 /4" MAX. SHIM SPACE
D
1 /4" X 2-3/4" ELCO OR I W CONCRETE SCREW
STEEL
E
MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
G
1 /4" X 3-3/4" ELCO OR ITW CONCRETE SCREW
STEEL
H
3/16" X 3-1 /4" ITW CONCRETE SCREW
STEEL
L
#10 X 2-1 IT PFH WOOD SCREW
STEEL
i
POLY FIBER JAMB
COMP.
2
WOOD JAMB (FINGER JOINTED PINE)
WOOD
3
ODL LITE FRAME (1 /2" I.G.)
HP POLY
4
ODL LITE FRAME (1" I.G.)
HP POLY
5
#8 X 1-1/7' PPH SMS
STEEL
6
READISEAL SEALANT
7
FORCE 5 WEATHER STRIPPING BY ENDURA
FOAM
8
SWEEP
VINYL
9
SNAP IN FRAME
ABS
10
INSWING THRESHOLD
ALUM/COMP
18
OUTSWING THRESHOLD
ALUM/COMP
20
WROUGHT IRON FRAME
IRON
21
Q'SO GLAZING COMPOUND
SILICONE
23
#8 x 1-1/T PFH WOOD SCREW
STEEL
24
#9 x 3/4" PFH WOOD SCREW
STEEL
27
LATCH STRIKE PLATE
STEEL
28
DEADBOLT STRIKE PLATE (SECURITY STRIKE)
STEEL
29
4 X 4 HINGE
STEEL
40
DOOR PANEL
3 ODL U►E FRAME
HP PdyMpylene
M.G.
r
L
1.4" o
4 ODL LITE FRAME
HP Pdypropylene
W I.G.
o_$ NZ
nn
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Footer / Setback
'Remwall
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
Finar Roof
Final Stucco / Siding
Insulation Final
Final Utility Building -
Final Door
Afly- a
Final. Window
Final Screen.Room
Final.. Pool Screen Enclosure.
Mobile Home Building Final.
Pre -Demo
Final Demo.
Final Single F-amiTy- Resfdencet
Final. Building (Other)
Mn
Max
Ins2ection.Descri2lion
Electric. Underground
Footer /* Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
R, MORM-1
min
Max
Inspection Description
Plumbing Underground
Plumbing Sewer
Plumbing Tub- Set
Plumbing Final
IBM
Max.
lhs2ecfloE�Descr
Mechanical Rough
Mechanical. Final
min
Max
rms2ecdorm.Descripfiom
Gas Underground
-Gas- Rough
Gas. Final
REVISED: Jbne 2014