2515 Highlawn Ave - BR18-004363 - DOORti is s,
BUILDING DIVISION
OCT 2 s 20,18
PERMIT APPLICATION
Application No:( Is - q 3
Documented Construction Value: $ ' L{C)
Job Address: a51S A1ay,%%,, Av-e Historic District: Yes No0
Parcel ID: Residential 0 Commercial
Type of Work: New Addition x Alteration Repair Demo Change of Use Move
Description of Work: REPLACE '(b(-\- hbu s at -( Sat
Plan Review Contact Person: MEGAN ROMANO
Phone:352-300-3360 Fax: 352-861-7587
AGENT
PERMITSPLUSLLC@GMAIL.COM
Property Owner Information
Name VnQ m L.r osy-) Phone: Lk01- b(W- Rsb\
Street: aS S H Ghlawn Resident of property? : e
City, State Zip:CC! , 3Z11
Name PETER A CAFARO - LOWES
Street: PO BOX 781993
City, State Zip: ORLANDO, FL 32878
Contractor Information
Phone: 352-300-3360
Fax: 352-861-7587
State License No.: CGC1508417
Architect/Engineer Information
Name: N/A Phone:
Street: Fax:
City, St, Zip:
Bonding Company: N/A
Address:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior
to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand
that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners,
etc.
FBC 105.3 Shall be inscribed with the date ofapplication and the code in effect as of that date: 6`s Edition (2017) Florida Building Code
NOTICE: In addition to the requirements ofthis 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 offthe 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.
i l• ( ID`
Sign re o Ow er/ ant Date Signature of C tractor/Agent Date
MEGAN RO
Print Owner/Agent Print Contractor/ ge ' Name
icy• i 0 ClNot
Signature Notary -State loridaEateNotarVpub§CSWt9ofF1orid8 Si slur of Not tale of Floridat Chl
AIN G818s GG 1280TJ MyMyEX,
Exprres
Commission
09 2W=i a
O ner/ ent is Personall e or Contractor/Agent is Personally Known to )V
Pr ced ID Type of ID L Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical El Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use: Flood Zone: i
Total Sq Ft of Bldg: Min. Occupancy Load: of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures.
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
Fire Alarm Permit: Yes No
WASTE WATER:
Pubk State of Florid
12807o
FIRE: BUILDING: 43C l k • R • M
s
REQUMD ENSPECTION' SEQUZN.CF;
Footer Setback
Sternwall
Fbundatton•/Form Board --'Survey
Slab-M-mio S-Iab-Prepour
Lintel / Tie.- Beam / Fill Down Cell
1 Sheathing-L Walls-
p Sheathing 1, Roof
I RoofDry Th
IFramc
insulation Rough in
lFirewall Screw Pattern
Drywall / Sheetrock
Lath Ins pec, -oh
F - I inal Solar
Final' Roof
Final, Stucco -Siding
Insulation Final
Final Utility; Building-
1 CL-50 Final Door I
Final! Window
Fin Screen Room
Final. Pool Spreen Enclosure
Mobile Home Building -Final
Pre. -Demo I
Final Demo. I
IR -esfd-ence, Final ugre Rftmff3i. R
fr
Final. grEdin' g (Other)
R, M.
M= Insp CrAp1 A®m
Eleafiic Underground
Footei [Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
mar. I
2:21fflM- 1370 RMIXIMMiHmspeflon
DescAEdolm Plumbing Underground
Plumbing Sewer
Plumbing Tub-
Set Plumbing Final
L-m-
ragcow-41Max
xims2ec
iorm Desermptiolm Mechanical Rough
Mechanical Final
Mf,M
Max-77— IrmspeeftoGas Underground
I Gas
Rough REVISED.-, June
2014
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: \pj
I hereby name and appoint: MEGAN ROMANO AND HAILIGH SCHWINGEL
an agent of. LOWES HOME CENTERS
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
The specific permit and application for work located at:
2515 HIGHLAWN AVE
Street Address)
Expiration Date for This Limited Power of Attorney: 12/31/2019
License Holder Name: PETER A CAFARO
State License Number: CGC1508417
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF ORANGE
The foregoing in um was acknowledged before me this 19 day of Obef ,
201&_, by a,( who is personally known
to me or who has produced
identification and who did (did not) take an oa
Notary Seal)
Print or type name
Notary Pr)lie State of Florida
Christy Galas Notary Public -State of
MyComm asion
1
128077 Commission No.
or Expire 009/29l2021
My Commission Expires:
Rev.08.12)
as
STORE COPY
ifftINSTALLATION
SERVICES CUSTOMER CONTRACT - MWORK - INT/EXTIPATIO DOOR
LOWE'S OF FERN PARK, FL, STORE 4 2652 STORE PHONE: (321) 207-2860
6735 SOUTH US HWY 17-92 SALESPERSON: RICKEY ENGLAND
ROSE= FERN PARK, FL 32730-0000 SALESPERSON ID: 35370
Document Print Date : 10/14/2018
This is only a Quote for the merchandise and services printed below. This becomes an agreement upon payment and issuance of a Lowe's receipt, upon which the entire agree -
other addenda or attachments hereto. shall be referred to herein as this "Contract."
01 PACC: 129ZAr% TLJIQ =KITIMC r%^f'1'1RAr_P1T iktrsi i inmin ruc I,T*cmhfic± Aklr% L1^kllkl^
Lowe's Registration or Contractor License Number / Lowe's Contractor Name
Florida Contractor License Number, CGC 1508417
Customer Name Home Phone
S STACY HOLLEY 407-694-8501
0 Customer Address Other Phone
2515 HIGHLAWN
L city State ` Province Zip / Postal Code
D SANFORD FL 32773
Installation Address
T 2515 HIGHLAWN
0 Installation City Installation State/Province Installation Zip/Postal Code
I ISANFORD FL 32773
MERCHANDISE AND INSTALLATION SUMMARY
MERCHANDISE SUMMARY
4874: 366-PFJ7: STK : PFJCASE366 2-1/4-INX1 1/1 6-INX7-FT: PFJCASE366 2-1/4-INX1 1116-INX7-FT: METRIE INDUSTRIES INC - CITY 3
314412: OGL10608-AG: STK: 1-6-8 TREATED APPEARANCEE GRADE: 1-6-8 TREATED APPEARANCEE GRADE, SUNBELT FOREST PRODUCTS -
QTY 3
1 F_ Materials Price S 34.711
INSTALLATION DESCRIPTION
Store 2652 Project No. 557475304 for STACY HOLLEY Page 1 of 7
STORE COPY
Door type : Exterior Location of now door(s) : Front Door
Select new door : Single Pre -hung Hardwood (Mahogany or Oak) door: No
Side lights or transoms : No Number of additional holes bored for accessories None
Install specialized mortise hardware No Install storm door: No
Lead safe practices No Total linear feet of custom trim to be installed : 0
Deliver door : Yes Customer understands the scope of the project Yes
PerMft Lequ(r(Zcl.Jye 5.rwA .... .... TJh_ ir,;_D
Permit fee : Yes Additional miles traveled over 20 0
Bring up to code description < install bucks Bring up to code charge - Yes
Access fee amount : None Dump entry fee : Yes
lwllIrM ...... U
Out CICK plaster6oa 6iner wdrK Eh4ge :1` Comments:
No Comment Labor
Charges $740.34 Detail
Deduction $ 35.00 Additional
Specifications: Notation:
Lowe's will not make structural modifications, paint or stain or remove/reinstall security system equipment. Customer is responsible to advise if prop- ertyisgovernedbyHistoricDistrictRegulations. Additional
Specifications: Federal law requires Lowe's to provide you with the pamphlet Renovate Right., Important Lead Hazard Information for Familes. Child
Care Providers -and Schools. By signing this Contract, Customer acknowledges having received a copy of this pamphlet before work began informing CustomerofthepotentialriskoftheleadhazardexposurefromrenovationactivitytobeperformedinCustomer's dwelling unit. PHOTO
RELEASE: Customer grants to Lowe's and Lowe's employees and independent contractors the right to take photograghs of the Premises where In- stallationServiceswillbeperformedandallworkperformedatthePremisesrelatedtothisContract, and irrevocably grants to Lowe's all right, title. interest in andtothephotographsforuseinallmarketsandmedia, worldwide, in perpetuity. Customer authorizes Lowe's to copyright, use and publish the photographs in printand/or electronically, and agrees that Lowe's may use such photographs for any lawful purpose, including, but not limited to, marketing, advertising, publi- city, illustration, training and Web content. By initialing here, Customer agrees to the foregoing. [Customer to initial to the left]. NOTICE
TO CUSTOMER - PRICE CALCULATIONS: In order to properly perform the installation of certain Goods. the Contract Price may include more GoodsthanactuallywillbeinstalledbasedonthemeasuredsquarefootageoftheProjectArea. As a result, the parties agree that the lump -sum Price stated in thisContractiscalculateduponboththevalueoftheestimatedGoodsrequiredtofulfilltheContract (including waste), which may exceed the actual square footage
of the Project Area, and the labor which may be estimated based on the amount of Goods required to fulfill the contract (including waste). By signing thisContractbelow, Customer acknowledges receipt of this notice and agrees and understands that the Price includes these costs which may not be refunded oncetheInstallationServicesareperformed., NOTICE
OF ARBITRATION AGREEMENT This
Contract provides that all claims by Customer or Lowe's will be resolved by BINDING ARBITRATION. Customer and Lowe's GIVE UP THE RIGHT TO GO TO
COURT to enforce this Contract (EXCEPT for matters that may be taken to SMALL CLAIMS COURT). Lowe's and Customer's rights will be determined by aNEUTRALARBITRATORandNOTajudgeorjury. Lowe's and Customer are entitled to a FAIR HEARING. But the arbitration procedures are SIMPLER AND Store
2652 Project No. 557475304 for STACY HOLLEY Page 2 of 7
STORE COPY
MORE LIMITED THAN RULES APPLICABLE IN COURT. Arbitrator decisions are as enforceable as any court order and are subject to VERY LIMITED RE- VIEW BY A COURT, FOR MORE DETAILS. Review the section titled ARBITRATION AGREEMENT, WAIVER OF JURY TRIAL AND WAIVER OF CLASS AC
TION ADJUDICATION found in the Terms and Conditions of this Contract,
TOTAL CHARGES OF ALL MERCHANDISE AND SERVICES applicable
i74-0—
TAX S 0.
DELIVERY S 0.
I BALANCE DUE I I
Work is to commence upon reasonable availablity of Contractor which is anticipated to be --[fill in date).
Estimated completion date is _14 ................. __[fill in date].
NOTICE TO CUSTOMER
All items listed in this contract and specification sheet(s) are to be installed under conditions agreed upon at time of purchase and at the price appearing
on this contract form. This assumes sound existing substructures, superstructure and points of attachments. Extra labor or material incident to installation
necessitated by defective substructures. superstructure, points of attachment, or the moving of fixtures or appliances to be billed at extra cost to custom-
er. DO NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE READ THE TERMS AND CONDITIONS OF THIS CONTRACT. BY SIGNING
BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDERSTAND AND AGREE TO THE TERMS AND CONDITIONS SET FORTH ON
THIS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT AT THE TIME OF SIGNATURE.
NOTICE TO OWNER: -ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001- 713.37, FLORIDA
STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT
PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS
KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCON-
TRACTORS, SUB -SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY
LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF
YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS
MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERI-
ALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO
PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR
CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COM-
PANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX,
AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY.
Store 2652 Project No. 557475304 for STACY HOLLEY Page 3 of 7
STORE COPY
WITNESS OUR HAND(S) AND SEAL(S) BELOW THIS__._,.. DAY OF
Lowe's Home Centers, Lj C
10 Seal)
4 L Seal) Address I
City state J Province Zip / Postal Code Print Name
Co -Owner or Witness (
Seal)
Print Name
Customer acknowledges receipt of a true copy which was completely filled in prior to Customer's execution hereof. You the customer may cancel this transaction
at any time prior to midnight on the third business day after the date of this transaction. See the attached Notice of Right to Cancel for an explanation of
this right.
Store 2652 Project No. 557475304 for STACY HOLLEY Page 4 of 7
RtCORD COPY
Product Approval
Permit # # $ - 4 3 6 3
Specificat' orm
tic
S4Aa -
po
Project Location Address
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 U
Automatic
Other
2. Windows REVI NEE) FOR 0E)DE*.6eMPlLVNeE
Single Hun
Horizontal Slider q - 1.
Casement DATE
Double Hun
Fixed
Awning
Pass Through A PERMIT ISSUED SHALL 3E CONSTRUED TO SE A
LICProjectedCANCEL, ALTER OR SET
Mullions ASIDE ANY OF THE PROVIE IONS OF THE TECHNICAL
Wind Breaker THE UILDING OFFICIAL FROM THEREAFTER
Dual Action REQUIRING A CORRECTION OF ERRORS IN PLANS.
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)
5. 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
Please Print)
June 2014
Florida Building Code Online Page 1 of 1
t'
BCIS Home E Log In User Registration ' Hot Topics j Submit Surcharge I. Stats & Facts ( Publications ;_ Contact Us ',, BCIS Site Map ; Links i Search
t':tu `4d
RAO"k.• l: Product Approval
USER: Public User
Product Aaurovai Menu > Product or Application Search > Application List
Search Criteria Refine Search
Code Version 2017 FL# 13541.2
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model, Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
Sparrh Rpcultc - Annliratinnc I
FL# Type Manufacturer t Validated By Status
FL13541- Editorial JELD-WEN National Accreditation & Approved
R14 Change FL#: FL13541.2 Management Institute
History Model: B. Design Pro / Smooth Pro Fiberglass 804) 684-5124
Description: Single (X) Glazed Fiberglass Door, 3'-0" x
6'-8" and 3'-0" x 8'-0", Inswing and Outswing
Category: Exterior Doors
Subcategory: Swinging Exterior Door Assemblies
Approvea py L, VK. Approvals by ubPK snau be reviewed and rannea by the Hut_ and/or the uommission it necessary.
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 .
Product Approval Accepts:
w.rx._:. 0
Credit Cart
Safe
http://www.floridabuilding.org/pr/pr_app_lst.aspx 10/19/2018
JELBrWEN
DESIGN PRO/SMOOTH PRO FULL LITE
NON —IMPACT
FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE (HVHZ)
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT
INTERNATIONAL BUILDING CODE (IBC); INTERNATIONAL RESIDENTIAL CODE (IRC), AND FLORIDA BUILDING CODE
FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING:
ASTM E330-02
ASTM E283-04
AAMA 1304-02
TAS: 202-94
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE
RESISTING SYSTEM CAPABLE OF WITHSTANDING .AND TRANSFERRING APPLIED PRODUCT LOADS TO THE
FOUNDATION ISTHERESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION.
3.
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.
4.
APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE.
5.
GLASS MEETS THE REQUIREMENTS OF ASTM E 1306 GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS. 6..
FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING, INCLUDING INTERNAL GRID, BLINDS BETWEEN GLASS,
DECORATIVE, AND EXTERNAL AND INTERNAL WROUGHT IRON. RADIUS (SHAPED) LITES ARE QUALIFIED. FOR6'-
8" DOORS AT DP+/ -SO PSF ONLY. 7.
NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9,0 PSF. REMAINING SILLS
NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS
THIS REQUIREMENT,. PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED. BY OVERHANG
SUCH THAT OVERHANG (OH) RATIO = OH LENGTH + OH HEIGHT IS L 1.0 TABLE
OF CONTENTS SHEET
REVISION SHEET DESCRIPTION 1
B TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GENERAL NOTES 2
A TYPICAL ANCHOR LAYOUTS AND NOTES 3
A OPTIONAL 2X BUCK ANCHORING DETAILS 4
A VERTICAL ASSEMBLIES 5
A HORIZONTAL ASSEMBLIES 6
A GLAZING DETAILS 7
A WOOD SUBSTRATES 8
A CONCRETE SUBSTRATES 9
A COMPONENTS & BILL OF MATERIALS Do
I 4
6
4 6
E-"
3
5
S
pJ4 G
C s
z
ACTIVE INACTIVE a
O
a 3
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4
4 4 T
TYP. ELEVATION 1 6'-
8` DOOR HEIGHT 4
4
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3
61
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S
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F
n
a ACTIVE 9 INACTIVE C 5
O
0
3
0_
TYP. ELEVATION 2 1 /
8'.0`OpOq HEIGHT NOTE:
INACTIVE
AND ACTIVE DOOR PANEL ORIENTATION
IS INTERCHANGEABLE. iQ
MAX.
OVERALL DESIGN PRESSURE (PSF) NOMINALSIZEMISSILE CONFIGURATION
IMPACT INSWINGOUTSWINGWIDTH
HEIGHT RATING POS
T NEG. POS r MEG XX
6'-0" 6'-8" 50, 50 50* 50 NON -IMPACT XX
RADIUS 6'-0" 6'-8" 50* 50 So* 50 NON -IMPACT XX
6'-0" 8'-0" 50- 50 50* 1 50 1 NON -IMPACT Stt
ULDILKAL NUIt /, SHEET 1, FOR WATER INFILTRATION APPROVED SILLS. PREPARED
BY: BUILDING
DROPS, INC. 398E
DANIA BEACH BLVD., STE. 338 UANIA
BEACH. FL 33D04 fH:
13541399;g4]8 FAS:
9841144.4]3B WEB:
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REMARKS
BY DATE Add
Multi -Point Lock GL 06/12/14 Add
TAS 202.94 Standard I SM 09/22/14 AAES
F. 0 399
EOAAA11ACLRACINrt33B f6VF
CE0.lOfAUTNOuI]AnOu Digitally
signed by HermesF. Norero, P.E. Reason:
I am approvingthis document Date:
2014.09.2614:5517 -04'00' DATE:
02.05.14 GL
TJM I SS MSS SCALE:
NTS DWG. #:
A010834A SHEET:
OF 9 1
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACHANCHOR LOCATION SHOWN.
2. 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 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE A
NON -COMPRESSIBLE COMPOSITE OR BETTER.
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO
STUCCO, FOAM, BRICK VENEER, AND SIDING.
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL
OR HAVE A CORROSION RESISTANT COATING, AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS.
S. 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.
6. FOR 2X STUD CONSTRUCTION, ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK
CONCRETE/MASONRY CONSTRUCTION.
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE
FOLLOWING PROPERTIES:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55.
B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH
OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000
PSI.
D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90WITH MINIMUM COMPRESSIVE STRENGTH
OF 2000 PSI.
8, SEE SHEETS 7 AND 8 FOR MORE DETAILS OFTHE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR
LOCATIONS, EDGE DISTANCES, EMBEDMENTS, AND SHIM SPACING,
9. OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
ANCHORTABLE
6'8" DOORS 8'0" DOORS -
ANCHORTYPE ANCHOR SUBSTRATE MIN. MIN. EDGE MAX. O.C. OF
MAX. O.C.
OF
SIZE EMBEDMENT DISTANCE SPACING AT ANCHORSAT SPACING AT ANCHORSATHEAD/SILL. HEAD/SILLJAMBSCLUSTERSJAMBSCLUSTERS
WOOD SCREW 10 2X WOOD BUCK 1-1/2" 3/4" 17-1/2" 4 17.1/4" 4ORFRAMING
ITW'TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 4 17-1/4" 4
ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8" - CONC. V. 17-1/2" 4 17-1/4" 41-1/4" - CMU
ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 11-5/8" 8 14-3/8" 6
PREPARED BY:
BUILDING DROPS, INC.
3S8 E. DANIA 8EA01 HLVO., SEE, 338
D1NI4 BEACH. FL 33W4
W' 1954f39",.8476
FAti'. 9541744.4738
W'EB: www.buifdinSdiaPT.can,
SEE TABLE 74" MAX. O.A. WIDT
FOR QTY. Lu r o a
11/2" TYP.
3" TYP, Q w3" TYP. — O Z
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Add Multi -Point LockI
B2
22-#
12%3"PFH
SCREW C2 1- STRIKE PLATE E2
HOPPE#1965040 2-#8%3"PFH F2
NOTE: SCREW 1-STRIKE PLATE
INSERT PLUG HOPPE #2098945
INTO BED OF SILICONE
DETAIL F2
DETAIL C2 TYP. ASTRAGAL /
TYP. ASTRAGAL MULTI -POINT
INSERT PLUG WITH lli STRIKE LOCATION
DETAIL B2 1- BOTTOM SHOOT 2- #9 X 2 1/2" PFH MULTI -POINT
ASTRAGAL ONLY INSERT PLUG BOLT INSERT PLUG
PFH SCREWS STRIKE LOCATION 4 #9 2" PFH
W/ STD. REINFORCEMENT PLATE (INSTALL IN SILICONE BED (INSWING ONLY) DETAIL E2 ASTRAGAL ONLY PFH SCREWSCREWUNDER. REINFORCEMENT PLATE). ASTRAGAL ONLY STRIKE, SSTIME'PLATE
INSWING SILL SECTION VIEW
SEE DETAIL Bl OB lS ABOVE
PLATE FROM
HARDWARE KIT OUTSWING SILL SECTION VIEW
SFE DETAlE E30B F3 ABOVE
A2 3" TYP.--1-Ii-- A2
UP. ANCHOR LAYOUT
6'-8' OP 8'-W DO HEIGHT
NOTE:
INACTIVE AND ACTIVE DOOR PANEL
ORIENTATION IS INTERCHANGEABLE.
I- TOP ASTRAGAL 1- STRIKE PLATESTRIKEPLATEHOPPE #1965090
2- #8X 3" PFH
SCREWS
l T"' DETAIL12
DETAIL H2 ..... _.... TYP. TOP ASTRAGAL/
TYP. TOP ASTRAGAL 4. ! MULTI -POINT STRIKE
ONLY STRIKE PLATES H2 LOCATION
LOCATION 12
2- #9 % 2 1/2" PFH
SCREWS
HEAD SECTION VIEW
2 INSWING SHOWN OUTSWING51MIWl
3sc E..—BaP147.'fi i
DATE: 02.05.14
DWG. Y: CHK. Y:
GL T1M SS MSS
SCALE: NTS
OWG. #: A010834A
SHEET: OF9
2
Z
ACJ INTERIOR
EXTERIOR
MEETING STILE
5 OUTSWING SHOWN - INSWING SIMILAR
HINGE SCHEDULE
DOOR HEIGHT
QUAFNTITYHE8'-0"
HINGE:. DETAIL AT JAMB:
PLACE 49 X2-1/2" PFHSCREW NEXT TO WEATHERSTRIP
INTERIOR
1- #9.X 2-1/2" PHILLIPS
FLATHEAD WOOD SCREW
9EXTER110rl l4-#9
3- #9 X 3/4" PHILLIPS
FLATHEAD WOOD SCREW
PHILLIPS FLATHEAD WOOD SCREW
USE 3/4" LENGTH. FOR 6'-8" DOORS
USE I" LENGTH FOR-8'-0" DOORS
HINGE JAMB
J OUTSWING SHOWN - INSWING SIMILAR
3-t#8X2"PFH
1 - MULTI -PT LOCK STRIKE PLATE
DETAIL AS
HOPPE MULTI -PT LOCK
FASTENING
4 - #8 XY 3/8"PFH
1- REINFORCEMENT PLATE
HOPPE tJ2512296
0
fl I HOPPE MULTI -POINT LOCK
TOP REINFORCEMENT PLATE - ACTIVE PANEL ONLY
13 - NSX.1 3/8" PFH
6-8 UNITS)
YS - #8 X 1 3/8' PFH
8-0 UNITS)
COMES WITH HARDWARE
PREPAREDBY:
BUILDING DROPS, INC.
398 E. DPNIA BEACH BLVU., ITE..i38
UANIA BEACH, fL]BOUf
vn: I9sni'+.9-Aa A
WEAR www.ouiitlingJrops.com
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DATE: 02.05.14
DWG. Y: CHK. Y: GL bN SS MSS
SCALE: NTS
DWG. #: A010834A
SHEET: OF 9
5
PREPARED BY:
1" MAX. BUILDING DROPS, INC.
1" MAX.
3/4" AIRSPACE
1" MAX.
3/4"AIRSPACE
INTERIOR
3/4"AIRSPACEC
1" MAX.
3/4" AIRSPACE
lse E. DANIA BEACH BLVD, STE. 3M
oANIA aEACN Baiwa
oB; I954739-47e
vAx. IBsaPaaa 33
Ir1/8"
I 6 6
INTERIOR INTERIOR INTERIOR
EMPERED GLASS
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1/8" TEMPERED GLASS
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TEMPERED GLASS
SILICONE SILICONE o
gUrylSILICONEm BUTYL o o
R EXTERIOR
EXTERIOR
EXTERIOR O in—
w a
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18 18 19 20 w0
REDI-SEAL REDI-SEAL REDI-SEAL 2 V3
1 6'-8" GLAZING DETAIL 2 8`-0" GLAZING DETAIL 3 FLUSH GLAZE DETAIL 4 GLAZING DETAIL z Q 6 201/2" MAX. D.L.O. WIDTH 6 20 1/2" MAX. D.L.O. WIDTH j % 23 7/8" MAX. D.L.O. WIDTH FOROVAL, SUNBURST, AND ROUNDTOPS L7
62.1/2" MAX. D.L.O. HEIGHT 78 1/2" MAX. D.L.O. HEIGHT 78 7/8" MAX. D.L.O. HEIGHT ONLY IN 6'8" UNITS AT DP+/- 50 PSF
O Fla
a
REMARKS BY IDA'
Add Multi -Point Lock GL 06/1:
snAuMare[ nernnoucarixwirnt.[ nB v
MI"G.OB 1110.[w5i0 ALla ' MS'BpBF;YOT FOA
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Of AUTH m—T—rr0.]95J8. DATE:
02.05.14 DWG.
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NTS DWG.
n: A010834 NOTE:
FRACTIONAL
GLAZING, INCLUDING INTERNAL GRID, BLINDS SHEET: BETWEEN
GLASS, DECORATIVE, EXTERNAL AND INTERNAL WROUGHT
IRON AND RADIUS (SHAPED)LITES ARE APPROVED IN
ALL GLAZING DETAILS SHOWN ABOVE.
MIN.
EDGE DIST.
SEE TABLE SHEET 2
N
W J zx WOOD BUCK
zco
a2-
WOODANCHOR
SEE TABLE ON SHEET 2
HEAD'(TYPICAL)
l 7 % OUTSWING SHOWN - INSWING SIMILAR
or"
z¢
2X WOOD BUCK
NN
WOOD ANCHOR
o r SEE TABLE ON SHEET 2
o
0.25"
MAX.
SHIM
MIN. EMBED.
SEE TABLE SHEET 2
JAMB (TYPICAL)
OUTSWING SHOWN -INSWING SIMILAR
WOOD ANCHOR
SEE TABLE ON SHEET 2.
I
m2a
2X WOOD BUCK N
MIN.
EDGE DIST.
SEE TABLE SHEET 2
4 OPERABLE SILL
7 OUTSWING
AFCO J-2297
SILICONE WOOD ANCHOR
SEE TABLE ON SHEET 2
o ww
z F
N
2X WOOD BUCK
MIN.
EDGE DIST.
SEE TABLE SHEET 2
OPERABLE SILL
7 INSWING
ENDURA ZAIL456SF
MIN.
EDGE DIST.
SEE TABLE SHEET 2
OPERABLE SILL
7 HIGH BUMP OUTSWING
AFCO H-497
PREPARED BY:
Q
BUILDING DROPS, INC.
396E. DANIA UEA01 uL\•D., YE . 339
DANIA PEACH, FL33W 4
PX: IDsa1303.e4 3
FPA:(9 41744.4738
WEB:—.b.jI ngd—.—
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3FFPT.NSFoumoxs NOwe-Tnz.ooi-
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FevE CER3.OF ADIxORIU.iIOH N0. MSM
DATE: 02.05.14
DWG. Y; CIA V:
GL TJM SS MSS
SCALE: NTS
DWG. JJ: An1 n522AA
p OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SHEET:
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 7
MIN. 1X WOOD BUCK
EDGE DIST, w (OPTIONAL)
SEE TABLE SHEET GN qs.
N
zow
CONCRETE ANCHOR
SEE TABLE ON SHEET 2
m vsi CONCRETE/
MASONRY
z ¢ BY OTHERS
EDOi
1X WOOD BUCK
OPTIONAL)
2. 10.25"
o < / / . —tt'— MAX: - ..,.,.
SHIM MASONRY SEE TABLE SHEET2
CONCRETE ANCHOR BY OTHERS
SEE TABLE ON SHEET CONCRETE/MASONRY BY OTHERS
MIN, EMBED.
SEE TABLE SHEET 2
HEAD (TYPICAL) JAMB (TYPICAL) OPERABLE SILL
8 OUTSWING SHOWN - INSWING SIMILAR 8 OUTSWING SHOWN - INSWING SIMILAR l Q % INSWING
ENDURA ZAIL4565F
CONCRETE ANCHOR
SEE TABLE ON SHEET 2
CONCRETE ANCHOR
SEE TABLE ON SHEET 2 SILICONE
p w SILICONE o w
w1 d _<
a. za a.
w - CONCRETE/ W CONCRETE/
s MASONRY ,n MASONRY
BY OTHERS BY OTHERS
MIN, MIN.
EDGE DIST. EDGE DIST.
SEE TABLE SHEET 2 SEE TABLE SHEET 2
OPERABLE SILL 7 OPERABLE SILL
8 OUTSWING $ HIGH BUMP OUTSWING
AFCO J-2297 AFCO H-497
OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
ANCHOR
ON SHEET 2
wow
zF
N
PREPARED BY:
BUILDING
3M E.
DROPS, INC.
DAMP BEACH —D., SiE.3M
QANiA UEACX, FL ]3W4
X:IAsnli"e ea]a
144.473dWEB: M9www.puilJindJ ops.com
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Add Multi Point Lock GL 06/1.
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F.
0
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xIA eEACH. Ft nnxa
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DATE: 02.05.14
DWG. Y; CHK. Y: GL/bM I SS/MSS
SCALE: NTS
DWG. u: A010834A
SHEET: OF9
8
BILL OF MATERIALS
ITEM# DESCRIPTION MATERIAL
1 FRAME HEAD/JAMBS
FINGER -JOINTED PINE
SOLID PINE
LAMINATED VENEER
LUMBER
COMPOSITE
2
ASTRAGAL, ENDURA ULTIMATE HURRICANE
SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS) 6063-T6 ALUMINUM
3 NOT USED)
4 ENDURA ZAIL4565F THRESHOLD
5 AFCO J-2297 THRESHOLD
6 1" O,A, IG TEMPERED NON -IMPACT GLASS
7 AFCO H-497 THRESHOLD
8 WEATHERSTRIP URETHANE FOAM &
POLYETHYLENE
9 NON -COMPRESSION SHIM (0.25" MAX. THK.) COMPOSITE
10 2X WOOD (S.G. MUST BE 0,55 OR GREATER) WOOD
11 1XWOOD (S.G. MUST BE 0.55 OR GREATER) WOOD
12 10 WOOD INSTALLATION SCREW W/ 1 1/2" MIN. EMBEDMENT STEEL
13 CONC./CMU ANCHOR (SEE ANCHOR TABLE SHEETS 2 & 3) STEEL
14 BUTT HINGE (SEE SCHEDULE SHEET 5)
15 KW IKSET LOCK SERIES 400 STEEL
16 KWIKSET DEADBOLT SERIES 780 STEEL
17 HOPPE MULI-POINT HARDWARE HLS9000
SEE SHEET 2 FOR 1ARDWARE AND FASTENING DETAILS) STEEL
18 ODL LIPLITE KIT (NI) PLASTIC
19 FLUSH GLAZING LEG FIBERGLASS
20 OOL LIPLITE KIT (RADIUS LITES) PLASTIC
OFRAME HEAD/JAMBS
VARIES, SEE BOM ABOVE
L— 4,563"
OENDURA ASTRAGAL
ALUMINUM
0.06"
PREPARED BY:
17 HOPPE MULT-POINT LOCK Ir
BUILDING DROPS, INC.
3S8 E..—A IIEAC}113 ld , 5'tE. 339
umm etnni. EE 33w4
r nH: 1.9s410.q;99"/H
wJ FAX'. 19541744.4739
wEe:.w,w.ewlamad+ou:.o"
J Q
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REMARKS BY DAT4oAddMulti -Point Lock GL 06/12,
ao
p ++IS D+%UMENi IST 'NOvlNtt.Of bUIEVNG.[u+UAS. OT PE1E11I. OE1 OR>NAl
AIIIENATpNS AOO UONS NIGNUGHiINp MAFN
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I I_
L[ 411 OENDURA
ZAIL4565F THRESHOLD a
4315"
39H [.
nA IL111,6R:33 cANIA.
1ACC.,H, Ei33PN FSVECE0.
t OfAUMOaIlA.TION N0. T O AFCO
J-2291 THRESHOLD O AFCO H-497 THRESHOLD 1 DATE:
02.
05.14 I DWG.
Y: CHK. Y: I GL
fi sS IV I— S.
62" SCALE: NTS 4.6T' .
I DWG. #: A010834A
X,