HomeMy WebLinkAbout2414 Elm Ave - BR18-004598 - REPLACE SLIDING DOOR70 NOV L 1 2018 PERMIT APPLICATION
Application No:
Documented Construction Value: $ fSo u c-) - o o
Job Address: _ 2 1y Fl M qV S A !v i6 L 3 Z I Historic District: Yes Non
Parcel ID: 12S o Residential Commercial
Type ofWork: New Addition Alteration Repair Demo Change of Use Move
Plan Review Contact Person: Title:
Phond: _ 2!z3 - C, c) 2 -a (,2 c Fax: Email:-
Property Owner Information
Name _ 5 A F T 4 Q €-F G-Vou P t..t_C Phone: I - (0 03 — S 4-4 3
Street: 2-ILIS-0 DA 7E RyE Resident ofproperty? : tQ o
City, State Zip: _ G uN oc tr 32&) Lf Contractor
Information Name _ -
To A M (3 AMZ Phone:- 8 L-3 -- t 02 - (,2q Street
City;
State Zip: LA Ke cA . rL Fax:
State
License No: C_ R C_ 12 & I G 62 - Architect/
Engineer Information Name:
Street:
City,
St, Zip: Phone:
Fax:
E-
mail: Bonding
Company: 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 workand installations as indicated. I certify that no work or installation has commenced prior to
the issuance of apermit and that all work will be performed to meet standards of alllaws 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.
11
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 661 Edition (2017) Florida Building Code
NOTICE: Inaddition to the requirements ofthis permit, there maybe additional restrictions applicable to this propertythat maybe found in the public records
of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies,
or federal agencies. Acceptance
of permitis verification that I will notify the owner of theproperty of the requirements of FloridaLien 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 calculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value.,. willbefiguredbasedonthecurrentICCValuationTableineffectatthetimethepermitisissued, in accordance with local ordinance. Should calculated charges
figured off theexecuted contract exceed the actual construction value, credit willbe appliedto your permit fees when the permitis issued. OWNER'
S AFFIDAVIT: I certify that all of theforegoing information is accurate and that all work will be done
in compliance with all applicable laws regulating construction and zyning. i
f S Signature
of Owner/Agent // Date Signature Co l
J I r\ I PrintOtmer/
Agents Name Print CorOpcto t
e
o Notary.State of FloridaPate Sina of NcSTATE
OF FLORIDA COUNT'
ORANN . Il
rzl -Ir Date
Date
Stwa
T c e-4 Cpv
a. 1 6rav -t p ' Owner/
Agent is Personally Knownto Me or Contractor/Agent is Personally Known to Me or Produced
ID Type of ID 3 Produced ID Type of ID FL — EROLANDO
MARTD72 NotaryPublic - State/AIANNECOlEMAy{ommission # GG Mr3t3ryUti;O''BELO YY XS FOE OFFICE USE ONLY ' My Comm. Expires JuCorrrliYg;;8Bonded
through National N MY
Wmm. 610163 /its. 1 o, 204 Permits
Required: Electrical El Mechanical Plumbing Gas Roof Construction
Type: Occupancy Use: Total
Sq Ft of Bldg-.-. Min. Occupancy Load: Flood
Zone- of
Stories.: New
Construction: Electric - # of Amps Plumbing - # of Fixtures Fire
Sprinkler Permit: Yes No # of HeadsFire Alarm Permit: Yes No APPROVALS:
ZONING: ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
WASTE
WATER: BUILDING:
REQUMED !NSPECTION' SEQUJENCF;
Bpff- * i - —.-LA !S;C& Aefflefflnpme-
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Rernwa-11
Foundations / Form Board..*Survey
Slab-/*X-ono S-lab-Pkpour
Lintel / Tie- Beath / Fill Down Cell
1, Sheatbing-L. Walls*
j S-heathing-1, Raof
RoofDry 1-h
Framc
Insulation Rough In
Firewall S'e'rew Pattern
ID I / Sheetrock
Lath ins
Final Solar I
TinarRoof]-.'
Final Stucco- /'Siding
Insulation Rnal
Final Utility; Building -
Final Door. I
Final- Wfncfa'w
inal Screen.Room
Final.. Pool Sbreen Enclosure.
Mobile HomeBuilding- Pre.-
Demo Final
Demo. Final'
Single i1 amiTy Residence, 7r
Final -.
Building (Other) RFMrSED.,
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Slab Steel Bond Electric
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Revision City of Sanfordbd
Response to Comments Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Permit # G} Submittal Datelk 10,10
Project Address: 24Y -/ S 6LAI WE ShNcatz• '
Contact: G)JAP Mj OA VAV Ph:
6— f#oz — o & zar Fax: Email:
1*JAn4Vr-r () AmykPtiv uo.c-,^ Trades
encompassed in revision: Building
Plumbing
Electrical
Mechanical
Life
Safety Waste
Water Department
Utilities
Waste
Water Planning
Engineering
Fire
Prevention Building
General
description of revision: ROUTING
INFORMATION Approvals
4r '('
N E r
i?p ttCITY OF
Sk 4FORJ
BUILDINGDIVISION
PLAN REVIEW COMMENTS
Application Number: 18-4598 Date: 11/26/2018
Project Description: Residential Alteration Contact Name: Jonathon
Job Address: 2414 Elm Ave Contact Email: Jonathon(i ,Ambarbuild.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 1 are as
amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies ofaffected plan sheets and/or
supplemental information as requested Permit submittals will not be accepted without two copies.
1411I13161WN163
No Review Conducted — No information submitted for review
Please reference the attached Residential Alteration Submittal Guidelines and provide applicable documentation.
In addition, the following minimum documentation is required:
Complete scope of work
Existing vs Proposed Floor Plan indicating the location/nature of work
Florida Product Approval and corresponding installation instructions for any exterior windows/doors
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 ofthis jurisdiction.
Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival.
Respectfully,
Steve Fiorey, CBO
Deputy Building Official
I-
BP502I03 CITY OF SANFORD
Inspection Inquiry - Inspection Selection
11/21/18
11:16:55
Property address . . . . . 2414 ELM.AVE
Parcel Number 36.19.30.539-0000-1280
Application number . . . . 18 00004399
Application type . . . . . STOP WORK ORDER
Type options, press Enter.
1=Select
Opt Str/Seq Pmt/Seq Inspection Type
000 000 BLCA 00 STOP WORK ORDER
F3=Exit Fll=View 2 F12=Cancel
Seq Insp Result/Date
0001 UNV DP 10/31/18
Bottom
RECORD COPY
SCOPE OF O
1. Demolition and disposal service
2. bathroom remodeling including replacement tub,toilet,tile and floor, vanity, faucets, lights,
mirror
3. laminate floor installation in dining room
4. baseboards installation in damage areas
5. carpet installation in two bedrooms (master it's not included)
6. replace sliding door (framing it's broke)
7. all interior paint in wall, trim molding fill holes in the wall,and texture knock down in
ceiling (master bedroom, living room and foyer) and orange peel in wall repaired
8. granite counter top installation including sink and faucet
9. repair doors and cabinets of the kitchen (some are rotten on the bottom )
10. replace broken and missing glasses in windows
11. bifold door installation in bedroom closet (1 bedroom)
12. shelving installation in closets (2 pcs)
Exterior:
1. exterior paint
2. pressure washer on drive way and side walk
REVIEWED POR CODE COMPLIANCE
FLANS EXAMINER
DATE
l Svt,hTtV Q7?QI vC %\I'l
IQcN/ c t%ft Ce.(ZTl ih Uk'fc
O
SANE RD BU1LQ1NQ L1V1%QN
tip,1-:k_R-IvFiT tS UED SHALL BE CONSTRUED TO BE A
Li EM,:,iE 10 PROCEED WITH THE WORK AND NOT AS
a.i PAC)PIT`r' I) VIOLATE, CANCEL, ALTER OR SET
OF'! HE PROVISIONS OF THE TECHNICAL
NOR SHALL ISSUANCE OF A PERMIT PREVENT
iiE BUILDING OFFICIAL FROM THEREAFTER
U1=IING A CORRECTION OF ERRORS IN PLANS,
ONS T;RUCTON OR VIOLATIONS OF THIS CODE
f
1 8- 4598
Building Permit No: Project Name Vz;M tiU
Project Address: 4`11 S C L "i --S ":x , r,;+; r- u `,2'4 i
STATEMENT OF COMPLIANCE
We, the undersigned, hereby certify that the THERMAL INSULATION installed in the above referenced project is in
compliance with the latest edition of the FLORIDA BUILDING CODE, the APPROVED ENERGY CALCULATIONS and
Plans, and is in accordance with good construction practice. The insulation furnished and installed has the
characteristics shown below: (Circle the applicable items).
j1) Exterior CBS Walls Insulation: R- (Min.)
Thickness: inch(es) Density: Ib/ft
2) Exterior Frame/Metal Stud Walls: R- t?, (Min.)
Thickness: 5 •' inch(es) Density: Ib/ft
3) Exterior solid concrete walls: R- (Min.)
Thickness: inch(es) Density: Ib/ft
4) Interior walls separating A/C from
non A/C spaces insulation: R- (Min.)
Thickness: inch(es) Density: Ib/ft
Material:
Mfr:
Material: D LLC-02) V--Ai 1 .
Mfr: )U I MAn'V Ii—C.r
Material:
OAMfr:
Material:
Mfr:
S) MULTI -FAMILY RESIDENTIAL CONSTRUCTION ONLY: The COMMON (Party) walls to two separate conditioned
tenancies shall be insulated to a minimum of R-11 for frame walls, and to R-3 on both sides of common
masonry walls. See FLORIDA BUILDING CODE 2010— Energy Conservation, Section 402.2.12. These "minimum
levels of insulation", are not included in the Energy Calculations, but shall be installed in the field.
6 Ceilinginsulation: R- ) j(. -` •,y (Min.); Material:
Thickness: 1+J•2i inch(es): Density: Ib/ft: Mfr: c,l-!, v1At,U '!c-vJ..
Note: Do not use this form for lightweight Insulating concrete.
Installed by (select one):
Insulation Contractor
company name) (CC number)
contractor's name) (license number)
contractor's signature) (date certified)
General Contractor / Builder
ABM; \-, j ,I -y a C_
company name) CC number)
contractor's 4me) license number)
ILI
con - cto ' signature) date certified)
SWORN AND SUBSCRIBED before me byJ o.>t `+. 7 "I `/'A 4y ,; being personally known to me ( ) or
having produ&e'61as idyntification f,, ,. / % r v,u and who being fully sworn and cautioned,
statesthat the food-e "ing is true and corject to the best of his/he \ no ledge and belie .
Signature of tary Print Name Date
Notary Pub'tTAR' PU(L1C ST(I()P I3FL?W, +' My Commission Expires: f: tali l.v t J 4<. jjI'?.
i n ('1 rtr4 tkl-
e.i<i.0issn.4
Product Approval
USANIFORD
ation Form
Permit#
Project Location Address L1i 1 ;A,
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
1. Exterior Doors
Swinging
Sliding
Sectional
Roll Up
Automatic
Other
2. Windows
Single Hun
Horizontal Slider
Casement
Double Hun
Fixed
Awning
Pass Through
Projected
Mullions
Wind Breaker
Dual Action
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval ##
including decimal
3. Panel Walls
Siding
Soffits
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles
Underla ments
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
6. Shutters
Accordion
Bahama
Colonial
Roll up
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name ` ^v.. _ /V-IA Rom_
Please Print)
June 2014
2JVONV NOHIVNOf 'Jla NMd2J0
mi mina jeawd
LLLZE lJ M:10JNVS 1S W13 S KtZ
11/27 2018 Florida Building Code Online
BCIS Home I Log In User Registration Hot Topics Submit Surcharge Stats & Facts 1 Publications Contact Us 1 BCIS Site Map I Links Search
a Product Approval
eUSER: Public User
Product Approval Menu > Product or Application Search > Agphcation List > Application Detail
FL # FL14998-R4
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Silver Line Building Products Corp.
Address/Phone/Email One Silverline Drive
North Brunswick, NJ 08902
732)435-1000
jonberrian@slbp.com
Authorized Signature Jon Berrian
jonberrian@slbp.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E.
Evaluation Report
Florida License PE-73778
Quality Assurance Entity Window and Door Manufacturers Association-QA
Quality Assurance Contract Expiration Date 08/03/2021
Validated By Locke Bowden P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL14998 R4 COI COI Silverline S5 2017-06-14.pdf
Standard Year
AAMA/WDMA/CSA101/I.S.2/A440 2011
ASTM E1886 2005
ASTM E1996 2012
TAS 201 1994
TAS 202 1994
TAS 203 1994
Sections from the Code
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj59%2fDrx259j7wHOMZIOSMCiU2N%2b005F%2fw2%2faVuiQg%3d%3d 1/3
r 11/27/2018 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 06/19/2018
Date Validated 06/20/2018
Date Pending FBC Approval 06/24/2018
Date Approved 08/15/2018
Summary of Products
j.........................
FL # Model, Number or Name Description
14998.1— V1 Series/50 Series (5500/5700) Gliding Patio Door
Limits of Use -- Installation Instructions
Approved for use in HVHZ: No FL1.4998 R4 II SWD037 SS 20I.8-06-19.pdf
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 737781ImpactResistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See Installation Instructions and Product Evaluation FL14998 R4 AE PER5211 SS 2017-10-20.pdf
Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes
requirements and limits of use.
14998.2 V3 Series/70 Series (5800)
f............. . _............. .._ ........
Gliding Patio Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14998 R4 II SWD038 SS 2017-10-20.pdf
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See Installation Instructions and Product Evaluation FL14998 R4 AE PER5214 SS 2017-10-20.pdf
Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes
requirements and limits of use.
14998.3 V3 Series/70 Series (5800) Gliding Patio Door
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL14998 R4 II SWD039 SS 2017-10-20.pdf
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See Installation Instructions and Product Evaluation FL14998 R4 AE PER5212 SS 2017-10-20.pdf
Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes
requirements and limits of use.
14998.4 — > V3 Series/70 Series (5800) —±Gliding Patio Door
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL14998 R4 II SWD040 SS 2017 10 20.pdf
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida RE.73778
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See Installation Instructions and Product Evaluation FL14998 R4 AE PER5213 SS 2017-10-27.pdf
Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes
requirements and limits of use.
j 14998.5 V3 Series/70 Series (5800) Gliding Patio Door--
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL14998 R4 II SWD041 SS 2017-10-20.pdf
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P,E. Florida P.E. 73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See Installation Instructions and Product Evaluation FL14998 R4 AE PER5215 SS 2017-10-27.pdf
Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes
I requirements and limits of use.
0
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 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
mail 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 emails
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 click here .
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj59%2fDrx259j7wHOMZIOSMCiU2N%2b005F%2fw2%2faVuiQg%3d%3d 2/3
11 /27/2018
v a Florida Building Code Online
Product Approval Accepts:
w tirfE
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj59%2fDrx259j7wHOMZIOSMCiU2N%2b005F%2fw2%2faVuiQg%3d°/o3d 3/3
V1 SERI ES150 SERIES
GLIDING PATIO DOORS (550015700)
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION
FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZ AND HAS
BEEN EVALUATED ACCORDING TO THE FOLLOWING:
AAMA/WDMA/CSA 101/I.S.2/A440-11
2. ADEQUACY OF THE EXISTING STRUCTURAL
CoNCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD
FOR THE PROJECT OF INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC
AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ
AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO
BE OBTAINED FROM MIAMI-DADE RER OR AHJ.
5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON
THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE.
6. WINDOW FRAME MATERIAL: PVC
7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS
CHARTS. SEE SHEET 1 FOR GLAZING DETAILS.
TABLE OF CONTENTS
SHEET REVISION SHEET DESCRIPTION
1 GENERAL NOTES & GLAZING DETAILS
2 ELEVATIONS & ANCHOR LAYOUTS
3 VERTICAL SECTIONS
4 HORIZONTAL SECTIONS
5 INSTALLATION NOTES, ANCHOR DETAILS & SCHEDULE
DESIGN PRESSURE TABLE
SIZE CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING
96.0" X 82.0" XO 25/-25 PSF NON -IMPACT
72.0" X 96.0" XO 20/-20 PSF NON -IMPACT
76.0" X 82.0" XO 30/-30 PSF NON -IMPACT
72.0" X 80.0" XO 35/-35 PSF NON -IMPACT
3/4" D.A. INSULATED GLASS
EXTERIOR INTERIOR
GLAZING NOTE:
GLASS THICKNESS AND TYPE SHALL
COMPLY WITH ASTM E-1300 GLASS \
CHARTS REQUIREMENT /
1
O
MIN. GLASSIN.
r'1 A711LIP_ nc-rAII
Silver Line
XAixl ri
ONE SILVERLINE DRIVE
NORTH BRUNSWICK, NJ OS902
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REMARKS BY DATE
6TH FBC EDITION FM 10/17
I
RCIRIDA P.E'No 73776
BUIUDING DROPS INC
398 E. DANIA BEACH BLVO. / 338
DANIA BEACH, FL W004
FORE CERT. DF AUTHORIZATION N.. 29578
FL #:
FL14998
DATE: 09.26.17
DWG. BY: CHK. BY:
Cl HFN
SCALE: NTS
DWG. 4: SWD037
SHEET:
OF 5
UNIT
MAX.
HEIGHT
82.0"
6.0" FROM
j CORNER (TYP
1
UNIT MAX. {
WIDTH 96"
ELEVATION
ANCHOR LAYOUT
THROUGH FRAME
6.0" (TYP.)
OAX.
HT
P
HI
WIDTH 72"
D.L.O MAX.
WIDTH 31.125"
A B
3 3
D E F
q 4 4
q B
0"
C
NIT q q
IAX. D.L.O. 1
IGHT HEIG
5.0" 89.(
ELEVATION
18.0" MAX.
6.0" FROM (TYP.) { 6.0" (TYP.)
ANCHOR LAYOUT
THROUGH FRAME
IAX.
IT
Silver Line
SrAn,16s i5
ul-
ONESILVERLINE DRIVE
NORTH BRUN5WICK, NJ 08902
PH: 8001 234- M
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h F z Z _ aLeyaOotl 3
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y DOLnpFm
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REMARKS BY DATE
6TH FBC EDITION FM 10/17
S A OF
Fi'
iASS O EclG ``yam
18.0" MAX.lEk#1BMEt+bRd.EO.C. RORIDA P.E. No 73778
BUILDING DROPS, INC
398 E DANIA BEACH BLVD. / -El
DANIA BEACH, R 3 4
FBPE CERT. Ci AUDIORIZADON No. 2951E
FL #:
FL14998
DATE: 09.26.17
DWG. BY: CHK. BY:
CL I HFN
SCALE: NTS
DWG.#: SWD037
SHEET:
OF 5 .
MAX MAX MAX EXTERIORFRAMEPANELD.L.O.
HEIGHT HEIGHT OPENING
VERTICAL SECTION
3 SNAP ON FIN INSTALLATION
SEE GLAZING
DETAIL SHEET 1
INTERIOR
SEE GLAZING
DETAIL SHEET 1
MAX. MAX
FRAME PANEL
HEIGHT H
MAX.
D.L.O.EXTERIOR INTERIOR
VERTICAL SECTION
THROUGH FRAME INSTALLATION
Silver Line
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ONE SILVERUNE DRIVE
NORTH BRUNSWICK, N108901
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REMARKS BY DATE
6TH FBC EDITION FM 10/17
R DRID P.E.N, 73ME1.pNDA E No ]Ina
BNDROPS, INC 398EDANIA
BEACHB OANIA
BEACH 3 HE
CERT. OAUTHORIZATION N a.]3B985]
B
FL N:
FL14998 DATE:
09.
26.17 DWG. BY:
CHK. BY: CL I
HFN SCALE: NTS
DWG. a:
SWD037 SHEET: OF
5
GLAZING
AIL SHEET I
INTERIOR
EXTERIOR
LX. D.L.O. WIDTH
q HORIZONTAL SECTION
4 THROUGH FRAME INSTALLATION
SEE GLAZING
DETAIL SHEET 1
HORIZONTAL SECTION
SFF CI AJINf,
E GLAZING
TAIL SHEET?
INTERIOR
SEE GLAZING
EXTERIOR
V. D.L.O. WIDTH
1X. PANELWIDTH
MAX. FRAME WIDTH
HORIZONTAL SECTION HORIZONTAL SECTION
4 MEETING RAILS 4 THROUGH FRAME INSTALLATION
CYY3e7IVABRe
ORIZONTAL SECTION
MEETING RAILS
HORIZONTAL SECTION
SNAP ON FIN INSTALLATION
Silver Line
byAndiiikRi
ONE SILVERUNE DRIVE
NORTH BRUNSWICK, NJ 08902
PH: 800 234-4228
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REMARKS BY DATE
STH FBC EDITION I FM 10/17
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N 7 7"
FLORIDA PE. N. 73770
BUI A E D,cH B vB. 398E DANIA BEACH BIVD. / 338
BAN" AuTi , EL 33004OFAUlHFBPECERT. OR1ZAli0N Na. 295)B
FL It:
FL14998
DATE: 09.26.17
DWG. BY: CHK. BY:
CL I HFN
SCALE: NTS
DWG. #: SW D037
SHEET:
OF 5 .
s. , a
MIN. EDGE DISTANCE
SUBSTRATE BY OTHERS
J MIN. EMS,
1
1/4" MAX.
SHIM SPACE
EXTERIOR u tJ U INTERIOR
A ANCHOR DETAIL
5 THROUGH FRAME (HEAD)
MIN. EDGE DISTANCE
SUBSTRATE BY OTH
JAMB HAVE SIMILAR DETAILS
NOTE: IEZZE00111MONSOON.
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED
FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF±1/2INCH THE DEPICTED LOCATION
SPACING IN THE ANCHOR LAYOUT DETAILS (I.E., WITHOUT CONSIDERATION OF TOLERANCES).
TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM
ALLOWABLE SHIM STACK TO BE 1/4 INCH, SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS.
SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.
S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO
STUCCO, FOAM, BRICK VENEER, AND SIDING.
6. FOR MASONRY OR CONCRETE OPENINGS, A 1X WOOD BUCK MAY BE USED (OPTIONAL) AS LONG AS THE
MINIMUM EMBEDMENT AND EDGE DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE
CORRESPONDING HOST SUBSTRATE. SEE GENERAL NOTE #3 ON SHEET 1 FOR MORE INFORMATION.
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT
MATERIAL OR HAVE A CORROSION RESISTANT COATING.
8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR
JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE
SHELL OF BLOCK.
9. INSTALLATION ANCHORS SHALL BE INSTALLED INACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS
THAN THE MIN MUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER,
1/4" MAX.
SHIM SPACE
EXTERIOR u 0-0 1J INTERIOR
g ANCHOR DETAIL
5 THROUGH FRAME (HEAD)
SNAP ON NAIL FIN
ANCHOR SCHEDULE
METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT MIN. EDGE
DISTANCE
WOOD: MIN. SG = 0.55 10 WOOD SCREW 1.5" 0,75"
3 THREADS MINMETAL: 18 GAUGE 14 TEK SCREW PENETRATION BEYOND 0 75"
THROUGH FRAME
Steel, MIN. Fy = 33KS1 METAL
CONCRETE:
fC=3000PSi 1/4" ITW TAPCON 1.75" 2E"
MASONRY: CMU per
ASTM C90 MIN, 2000 1/4" ITW TAPCON 1.71" 2.5"
PSI
Silver Lime
by,Wdy6n
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ONE 51LVERLINE DRIVE
NORTH BRUNSWICK, N1089D1
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REMARKS 8Y DATE
6TH FBC EDITION FM 10/1,
amr.min
ELORIDA P.E. PBDIDROOPS. INCS. Inc
398 EDMIA . NIABEBEACH MWmMO 4 ]38it .NEliffCERT. cF nuTHowunw Hn. 2957e
FL #:
FL14998
DATE: 09.26.17
DWG. BY: CHK. BY:
CL HFN
SCALE: NTS
DWG. # SW D037
51