HomeMy WebLinkAbout3511 S Park AveCITY OF SANFORD
BUILDING & FIRE. PREVENTION
i PERMIT APPLICATION1
Application Na: 1 2n,
Documented Construction Value: S % (q `-1
Jot) Address: S i S r PN 2 Ilistoric'District: Ves No
Prtrcel ID: l a 'aD • 30'SDC (' DOOCp • 035b
f --
Residential Contnlcrcial
Type of Work: New Addition Alteration E Repair Deruo Cliange of Use Move
Description of Work:
REPLACE
f )( t , G.o-ct_ Z, -CO-(
Plan Review Contact Person: MEGAN CONSTABLE Title: AGENT
I'llone:352-300-3360 Fax:` 352-861-7587 Entail: PERMITSPLUSLLC@GMAIL.COM
Property Owner Information
Nante P k an L_ M 0,R512N4_-1A Phone: 25T1 - 22? — COSI tJ
Street: 1J5 1 l 's l?Ca(LC y4v -e-_ Resident of property? YES
Cite, State Zip: San I x
Contractoranformation
Ntimc LOWES -: PETER A CAFARO I'Itone; 352-300-3360
Street: PO BOX 781933 Fat, 861-7587
City, State Lit): ORLANDO, FL 32878 State License No.: CGC1.508417
Architect/Engineer Information
Name: N/A
Phone:
Street: Fax:
City, St, zip: E -mail -
Bonding Com
NIA
I " tart I1'Itirigage Lender:
Address: Address:
WARNING TO OWNER: VOUR, FAILURE TO RECORD A NOTICE OF COM MENCEM(,-.N'I' MAY RE:SULTIN YOUR.
PAVING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE: OF C`-ONIMENCEMENT MUST III::
RECORDED AND POSTED ON".TME JOIN SITE BEFORE THE F111ST INSPEC:110N. If: YOU INTtND -1.0 OBTAIN
FINANCING, CONSULT WITH YOUR LENDER Ott AN ATTORNEY BEFORE: RECORD,IN-G YOUR NOTICE OF
CONIAI ENCFNIENT. -
Application is hereby made to obtain.a permit to do the. work and installations as indicated. I certify that no work or installation lifts
columeneed prior 16 the issuance ofa:pertnit and that all ,work will be pert`orrned to incet standards otall lbws regulating coustniction
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.
FI1C 105.3 Shall be inscribed with the date orapplicution and thccode in effect m of that date: 5's' Edltion (2014) Fiends building Code
Eic+isest: June 30.2815 t'vinii Application ty,,\
NOTICE: In additioa'to the requirements of this permit. there may be additional restrictions applicable to this pmpetty that may be
found in the public records of this county, and there may be additional permits requited from other governmental entities such as water
management districts, state agencim or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law. FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued. in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value.
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
signature of ow ier/Agaa Oak
PqA git G4-.%Abu6& 5
Signature of C traelor/Agent pipe
MEGAN CONSTABLE
Print Omnter/Agau's Nana print
signature of Noary.sim or Florida pate
Name
CHRISIDW GALAS
MY COMMISSION -'FF049697
EXPIRES September 29, 2017
l07)'39-3'-0153 Florid allotaryService.com
Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building [3 Electrical Mechanical Plumbins[] GasE] Roof
Construction Type: Occupancy Use: Flood Zone:
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 Fire Alarm Permit: Yes [ No
APPROVALS: ZONING: I S -- UTILITIES: WASTE WATER:
ENGINEERING:
COMMENTS:
FIRE: BUILDING:
Revised: lune 30. 201 S Pamit Application
Property Record Card
CFA Parcel: 12-20-30-504-0000-0350
Owner: MANSFIELD ALAN L
sq,.r,xa x harcv, rtit,%z a
Property Address: 3511 S PARK AVE SANFORD, FI -32771
0 - ----- ... M ' ........ _....,. _._. _......... ... _ ..
Parcel Information Value Summary
W:. ...... ......
2016 Working 2015 Certified
Values Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 1 1
Depreciated Bldg Value $40,943 40,079
Depreciated EXFT Value $2,211 2,211
J Land Value (Market) $14,000 14,000
j Land Value Ag
JustiMarket Vaiue'" $57,154 56,290
Portability Adj
Save Our Homes Adj $3,971 3,477
31 Amendment 1 Adj
P&G Adj $0 .. 0
Assessed Value $53,183 52,813
i Tax Amount without SOH: $558.17
j 2015 Tax Bill Amount $530.87
Tax Estimator
Save Our Homes Savings: $27.30
TRIN" Notice Help
Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description
LOT 35
SOUTH PINECREST 4TH ADD
PB 12 PG 43
Taxes
Taxing Authority Assessment Value Exempt - Values Taxable Value
County General Fund 53,183
A
28,183 25,000
Schools 53,183 25000, 28,183
City Sanford 53,183 28,183 25,000
SJWM(Saint Johns Water Management) 53,183 28,183 25,000
County Bonds 53,183 28,183 25,000
Sales
Description Date Book Page
i..
Amount Qualified !
a ,
Vac/Imp
QUIT CLAIM DEED 3/1/2004 05244 0102 100 No Improved
q
QUIT CLAIM DEED 7/1/1986 01755
i.
0354 100 ! No Improved
r,
QUIT CLAIM DEED t 10/1/1985 _.. 0IC85 Opi6 100 No Improved
Find Comparable Sales
Land
Method Frontage i Depth Units Units Price Land Value
LOT 0.00 + 0.00 1
y
14,000.00 14,000
Building Information
I Year Built
I Description Actual/Effective Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value i Repl Value Appendages
1 I SINGLE 1959 6 Ir 2: 2 0 1,091 1,569 1,091 CONC $40,943 _ $66,845 Description Area
I FAMILY BLOCK _..
100.00
Stock or SOS: SOS
Select Location : Back garage door
Hardwood (Mahogany or Oak) Door: No
Hidden Damage Description : None
Install Specialized Mortise Hardware : No
Total Linear Feet of Custom Trim to be Installed : 0
Customer Understands Scope of the Project: Yes
Who Will Obtain Permit: Third Party
Additional Miles Traveled over 20: 0
Bring Up To Code Charge: Yes
Describe Other Work Needed : None
Lead Safe Practices : No
INSTALLATION DESCRIPTION
Door Type : Exterior
Select New Door: Single Pre -hung
Side Lights or Transoms : No
Number of additional holes bored for accessories : None
Install Storm Door: No
Deliver Door: Yes
Permit Required : Yes
Permit Fee: Yes
Bring Up To Code Description : Install bucks
Local Disposal Fee : Yes
Comments : Would like to be measured for new door
Labor Charges
Detail Deduction
STORE COPY
491
35
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-
erty is governed by Historic District Regulations.
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
Customer of the potential risk of the lead hazard exposure from renovation activity to be performed in( ustomer's dwelling unit.
PHOTO RELEASE: Customer grants to Lowe's and Lowe's employees and independent contractor0t (right to take photograghs of the Premises where In-
stallation Services will be performed and all work performed at the Premises related to this Contra c ; a , irrevocably grants to Lowe's all right, title, interest in
and to the photographs for use in all markets and media, worldwide, in perpetuity. Customer authorizes L we's to c pyright, use and publish the photographs in
print and/or electronically, and agrees that Lowe's may use such photographs for any lawful pur see 'n u ing, t 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
Goods than actually will be installed based on the measured square footage of the Project Area. As a result, the parties agree that the lump -sum Price stated in
this Contract is calculated upon both the value of the estimated Goods required to fulfill the Contract (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
this Contract below, Customer acknowledges receipt of this notice and agrees and understands that the Price includes these costs which may not be refunded
once the Installation Services are performed..
Store 1657 Project No. 483771501 for ALLEN MANSFIELD Page 2 of 7
N
0
a1:
0
9
N
un
0
co
L4
V
0
r+
Wn
Wn
0
v
w
0
0
0`
0
VV
v
L4
w
STORE COPY
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
a NEUTRAL ARBITRATOR and NOT a judge or jury. Lowe's and Customer are entitled to a FAIR HEARING. But the arbitration procedures are SIMPLER AND
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
e applicable
SUB -TOTAL 794.
TAX 0.
DELIVERY 0.
ORDER TOTAL 794.
BALANCE DUE
W` `Y`%• 1
Work is to commenceupon reasonable availability of Contractor which is anticipated to be `'-77' [fill in date].
Estimated completion dateis_v=[fill in date].
NOTICE TO CUSTOMER
Al[ 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
Store 1657 Project No. 483771501 for ALLEN MANSFIELD Page 3 of 7
N
0
o1
0
9
NWn
0
00
W
0
rr
Un
0
U4
0
0
0%
10
STORE COPY
V V• \/V••VY\-•, VV V••V Vry V --- V VY•••• V• • •V•
i"••• •".••
SIL•\ IV IYIP9VV, IWWI
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.
WITNESS OUR HAND(S) AND SEAL(S) BELOW THIS c y—DAY OF.
Lowe's Home Centers, LLC
By:
Print Name:
Address
City State / Province Zip / Postal Code
Seal)
6CA GC,. At `—C../ (Seal)
C,, GOA4
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 1657 Project No. 483771501 for ALLEN MANSFIELD Page 4 of 7
N
0
1
MO
W
N
to
2
LA
N
v
to
10
AA
0
I* C)
in
ti
C5
i`
y
La
a
co
N
0
0
v
Door Detaff Spec#ICa'ians PlowN provIft. draMnS from ans" astag owing tn% an right
M-5-7z/,'' /y
Male {gnarl Ereledw view
Stow: Lam—'
ltat8fior Left Hand Fllgtlt Hand
C toarr r pht eE ?I a ianp ftft .kkc
sliders x -Active, "nacuw
Custom. er#a asap ,r frreish (pa'snt]sEainFMOADF - Note riniah Orhome: J ce
GTOf}F Zlr ri3 #} mt"OSUM — Ons t Q:LiFrC G lfi4Y - $ EEl69sUABl7 nnF rmnrl-ha in.inn ,ti
si•;ie,i - a.ie iTTil i(h i ' s-_1.,t%r,,[
Souris i6s Pwfsa Pio, 4w mi i e fw t LEAb t 4AfSl=iF.t D
NO
O
O
DO
N
un
O
W
N
O
rt
Vun
O
W
O
O
o o
v
v
4 OF 4 °'
IMPROVING HOME IMPROVEMENT
P. O. Box 781993
Orlando, Florida 32878
Phone: (407) 393-9161 Facsimile: (407) 407-393-9151
Limited Power of Attorney
Date: U Q
To: Building Dept.
From: Peter Anthony Cafaro III
I hereby name and appoint, Megan Constable, Gregory Galas, Naomi Mason, Anne Romano, Donna
Malvar, Joshua Galas, Alivia Terriaca, Michaela Spena, Phillip Romano, or Sabrina Sierens, a permit
service for Lowes Home Centers, to be my lawful attorney in fact to act for me to register my license and
apply to: ,
j
Jan C A J for a aOO permit for work to be performed at:
Lot: .__ Blk: SecA a Twpft. Rge: 30
Subdivision 41JLC9(?A Parcel or Altkey: (
a O -& y b U 3
Address of Job: '>s I' S ?Ct L
Owner of Property: MOL h S -G
and to sign and do all things necessary to this appointment.
Thank you for your assistance.
Sincerely,
Peter Ant>6ny Cafaro III
Prima State Qualifier
CG 508417
State of Florida
County of Orange
The foregoing instrument was ackn ledged before me by Peter Anthony Cafaro III, who is personally known to me and
who did not take an oath. , \
Swom to and subs ' ed ore me this day of l 30 US_ 2016.
Notary Publi
My Commission Expires: 10/21/2016 .o;""a C! IRES3V PV1 GALS [SEAL]
o
MY COMMISSION #FF049607
A9 ° EXPIRES Se terriber 29, 2097
407) 398-0153 Florid allotaryService, coiri
RECEIVED
RECORD COPY AUG 2 9 2016
Byz
Al
City of Sanford
Building and Fire Prevention
Product Approval Specification Form
Permit # # 1 6- 2 4 1 7
Project Location Address _ 1
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 Florida Approval #
Description (include decimal)
1. Exterior Doors
Swinging THERMATRU FIBERGLASS 15225.5
Sliding
Sectional
Roll Up
Automatic
REVIEVEE) FOR 6E)DE COMPLIANCE
Other PI ANS EX MINER
2. Windows at, I- [(-
Sin le HungSingle DATE
Horizontal Slider
Casement
Double Hun SANF M
Fixed
AwningAUTHORI
A PERMITI S=SHALLBE CONSTRUED TO BE A
TO VI
AS
Pass Through
Projected
ANY F THE PROVISIONS OF THE TECHNICAL
THE BUILDING OFFICIAL
Mullions
Wind Breaker
UI LNG A CORRECTION OF ERRORS IN PLANS,
Dual Action
Other
June 2014
Category/Subcategory Manufacturer Product
Description
Florida Approval #
including decimal)
3. Panel Walls
Sidin
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 MEGAN CONSTABLE
Please Print)
June 2014
BC[S Home Log InUser Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search
Product Approval
USER: Public User
Produ+ _ Appmva: Meru > Product or A]plicatlon Search > Application List
Search Criteria Refine Search
Code Version 2014 FL# 15225.5
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
FL# Type Manufacturer Validated By Status
FL15225- Revision Therma-Tru Corporation
FL#: FL15225.5
Ryan 1. King,
P. E.
Approved
R3
History Model: e. "Smooth -Star" and 'Benchmark by Therma-Tru" 813) 767 -
Description: 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and 6555
without Sidelites. Inswing and Outswing
Category: Exterior Doors
Subcategory: Swinging Exterior Door Assemblies
Approved by UbVK. Approvais Dy vnrK snau oe r- -u euu iaooau uy _ .. a w, ._ ..••„..•• • r
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:
Credit,,Card
Safe ; .;
THERMA TRU DOORS
1 1 EI INDUSTRIAL DR., EDGERTON, OH 4351 7
Smooth -Star" and "Benchmark by Therma-Tru"
68" SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS '.
W/ & W/OUT SIDELITES
INS WING / OUTS WING
INSULATED FIBERGLASS DOOR WITH WOOD FRAMES
68.50" MAX.
OVERALL WIDTH105.50" MAX. OVERALL FRAME WIDTH
t 2 3
S 5 5 5 5 5
4 5 6
s s 6
t 2 3
s s s
4 5 6
s s s
3 Frame anchoring
I" I 1, I I i i 1 1 I
rj I AI I I I
oac 5
LL I IIIII
rr ' FFF
I I I II I I i II
55.0 -55.0 40,0 -40.0
Aj
68.50" MAX.
OVERALL WIDTH
t 2 3
5 5 5
4 5 6
s s 6
t 2 3
s s s
4 5 6
s s s
3 Frame anchoring
1. This product anchoring drawing has been developed in compliance with the 5th Edition
5 Horizontal & vertical cross sections
II
I
II
I II
vo
v
General Notes r. s
V 2 V 3
s 6
4 5 6
s s 6
t 2 3
s s s
4 5 6
s s s
3 Frame anchoring
1. This product anchoring drawing has been developed in compliance with the 5th Edition
5 Horizontal & vertical cross sections
DOUBLE W/ SIDELITES OXXO SINGLE W/ SIDELITES OXO
2014) Florida Building Code (FBC) excluding the "High Velocity Hurricane Zone'. See the MAX DESIGN PRESSURE MAX DESIGN PRESSURE
Certification Agency Certificate for sizes, specifications and ratings. 55.0 -55.0 40,0 -40.0
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment
to base material shall be beyond wall dressing, stucco, foam, brick and other wall
coverings. 37.50' MAX.
OVERALL
74.50" MAX.
OVERALL WIDTH
53.00" MAX. _
OVERALL WIDTH
3. Wood screws shall be installed following installation instructions of ANSI/AF&PA NDS 2012.
WIDTH 1 z 3 1 2 3
All other fastener types to be installed following fastener manufacturer's installation_
5 5 5 5 5 5
Instructions. A K
4. Fastener embedment depths, edge distances and center -center distances shall be as
a 1..-f f a
A21
C
specified by the fastener manufacturer but in no instance shall they be less than shown in M W = i I I
O.H. a aII11 II I, 1 ,
I55thisdrawing. p
uO—
e-5
5'
5
O.H. 5 II
5. Where shims are used, they musl be a'y gid / stiff'material that complies with the 5
q
5
5
J 2 r3t
SreuirementsoftheFBC.
Positive and negative design pressure requirements for use with this drawing shall bedetermined
I I'I I'
6.
by others for specific jobs in accordance with the governing code.
7. Site conditions not covered by this drawing are subject to further engineering analysis.
a 5 6 4 5
DOUBLE XX
MAX DESIGN PRESSURE
55.0 -55.0'
LOCK HARDWARE MFG 6 SEVES
KWIKSET SIGNATURE SERIES LATCH
KWixsETSIGNATURESERIES 780 DEAD80lT
SINGLE W/SIDELITE OX
MAX DESIGN PRESSURE
40.0 -40.0
m
@r:` O.
O 7 p Z
U N 0
a O xZJ
Ew
9SQo
g 5560Q.
oZ
DATE:. 2121112
SCALE: N.T.S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL -15225.5-68
SHEf.T i OF 6
1
TABLE Of CONTENTS
SINGLE X
MAX DESIGN PRESSURE
67.0 -67.0
SHEET# DESCRIPTION
1 Typical elevations, design pressures & general notes
2 Buck anchoring
3 Frame anchoring
4 Frame anchoring & bill of materials
5 Horizontal & vertical cross sections
6 Vertical cross sections
DOUBLE XX
MAX DESIGN PRESSURE
55.0 -55.0'
LOCK HARDWARE MFG 6 SEVES
KWIKSET SIGNATURE SERIES LATCH
KWixsETSIGNATURESERIES 780 DEAD80lT
SINGLE W/SIDELITE OX
MAX DESIGN PRESSURE
40.0 -40.0
m
@r:` O.
O 7 p Z
U N 0
a O xZJ
Ew
9SQo
g 5560Q.
oZ
DATE:. 2121112
SCALE: N.T.S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL -15225.5-68
SHEf.T i OF 6
1
MASONRY
OPENING
2X BUCK
I
I4"
4..
MULLION
4 II SHOWN FORMASONRY
REFERENCE
JAMBS
II
II
II
II
OPENING
II
II
II
NOTES:
MASONRY
W/SIDELITESINGLE
BUCK ANCHORING
1. Concrete anchor locations at the comers may be adjusted to maintain the min. II
HEADII II
II
2X BUCK
JAMBS II
II
maintain the min. edge distance to morfarjoints, additional concrete anchors
2X BUCK II
II3. Concrete anchor table:
II I
II MULLION II
d
II SHOWN FOR II
BUCK ANCHORING
4"
II
I
4.
I
IK MULLION
4 II SHOWN FOR
TYP. II
HEAD I I
REFERENCE
JAMBS
II
II
II
II
II
II
II
NOTES:
MASONRY
W/SIDELITESINGLE
BUCK ANCHORING
I I
4.
4" 4"
MfN CCfAItANCEs
II
MASONRY
I II
I
TYP. HEAD
II MULLION
NOTES:
MASONRY 4 II SHOWN FOR
II REFERENCE
OPENING T.P II REFERENCE II
1. Concrete anchor locations at the comers may be adjusted to maintain the min. II
HEADII II
II
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
JAMBS II
II
maintain the min. edge distance to morfarjoints, additional concrete anchors
2X BUCK II
II3. Concrete anchor table:
II I
II MULLION II
rn 6 II SHOWN FOR II
a
d II REFERENCE II
II II
II II
ANCNOR
48"
M1N.:f MtN. CtfHRANCf : MfN CCfAItANCEs
II
4 II
MASONRY II
OPENING TYP. HEAD
JAMBS I` ASTRAGAL
NOTES: II SHOWN FOR
1. 2X buck min. S.G. 20.55. 2X BUCK II REFERENCE
CONCRETE ANCHOR NOTES:
II
1. Concrete anchor locations at the comers may be adjusted to maintain the min. II
edge distance to mortarjoints. II
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to II
maintain the min. edge distance to morfarjoints, additional concrete anchors II
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. II3. Concrete anchor table:
ANCNOR ANCNCR M1N.:f MtN. CtfHRANCf : MfN CCfAItANCEs
tYPE SITE EMAEDMENY 79MASONRY S TOADJACENT i;
6g• dw
aEDGF ANCHOR - w
FTW
2" 4" TAPCON0
ELCO1/4" 1.1/4' 1" 4"
ULTRACON
I II
E i 0z
m
II
DOUBLE DOOR
BUCK ANCHORING
SINGLE W/SIDELITES
BUCK ANCHORING
LLI LLI
Qom.
6g• dw
i
o.
0 OTA
J O 10 m
I II
E i 0z
m
9 C
a
01W
maaI!
v LL 0Z
o
ry
i w3`d
w
C' U
o
SHOWNNFOR II J! I
UZ
O
I hS J UZ
F U)
Q
HEAD II
REFERENCE II
ym
LLI LLI
4 4-'-{44
4
I II
a
I II II o
ry
II
4 I I MULLION I w
Ln
o
SHOWNNFOR II J! ITYP. I I REFERENCE II SHOWN FOR I F U) HEAD II
REFERENCE II o
JAMBS
2X -)II a
X^
BUCK I I x a
II ASTRAGAL II
rn v
IK
I I II SHOWN FOR I I rn v o
oQ
06 d II REFERENCE II o w
Z
I I II I DATE: 2121112
SCALE: N.T.S. `71_
II
I
it
DWG. BY: JK a
DOUBLE W/SIDELITES
CHK. BY: LFS
RA""D N0"
o
FL -15225.5-68 r.
MASONRY
BUCK ANCHORINGOPENING
SHEET 2 OF 6 0
V, "E"
I"-3"
I II I II II I
SSSS MULLION nn
MIN.
nnIld SHOWN FOR nl - SHOWN FOR
REFERENCE
S}IE;i
A W/2X BUCK INSTALLATION
Qa
9 W/1X BUCK INSTALLATION
O
TYP. HEAD & JAMBS
a
I
VIEW "C" -"C" SINGLE DOOR W/SIDELITES
SEE -
DETAIL "4
Cr
N
2
w `*
MIN.
III
MULLION
SHOWN FOR
IN
S}IE;i
REFERENCE
TO MASONRY
EDGE
PAIRS 30
rn
a
9 /1X BUCK INSTALLATION
TYP' v
1-1/4"
TYP.
n
3" —I I 0
1111111\ i%% $ n m i
I C4 .. O) l
Z
x `
10pE4W/2X BUCK_
INSTALLATION
Ly
o o
u$ 9 o a
N
r d
m' d
Q.
N
N
n N X a
4$ INSTALLATION
V) rn
W 15s o b
TYP. HEAD & o E o Z
t U
vi
r\
Q:O
F
DJ
LO Jfw
o I SEE a 15DETAILNu
S"
1'
1 6L
DETAIL . o +
s
J z
m
1
T-
a
Ui
DO
D.. ,A.
23" 16"
N
2
w `*
MIN.
III
MULLION
SHOWN FOR 3E
S}IE;i
REFERENCE
TO MASONRY
EDGE
A/2X BUCK INSTALLATION
rn
a
9 /1X BUCK INSTALLATION
46
TYP. HEAD & JAMBS
1-1/4"
O
n
E
DETAIL
C„ "D.. "A "B„ ,A"
VIEW "E" -"E" ^ VIEW "D" -"D" SINGLE DOOR W/SIDELITE VIEW "B" -"B" SINGLE DOOR VIEW A"- A"
SHOWN W/ OPTIONAL CORRUGATED
FASTENERS, ITEM /30 (TYP. Al
Sn)ELrFE TO DOOR JAMB CONNECTIONS)
SIDELITE NOTES:
I . The sidelite is direct set into the jamb with (12) #8 x 2" pfh. wood screws. There are (4) at each
vertical jamb, from the top down at 13.5', 31 ", 48.5" & 66". There are (2) at the header at 4" from
the outside comers of the frame. There are (2) at the sill, 4" from the outside comers.
2. For optional sidelite construction with staples, sidelite is direct set into the jamb with (4) 7/6" X
13/4" 16 ga. staples along each jamb (6" from ends and equally spaced thereafter).
CONCRETE ANCHOR NOTES:
I. Concrete anchor locations at the comers may be adjusted to maintain the min,
edge distance to mortarjoints.
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
maintain the min. edge distance to mortorjoints, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
ANCHOB:s ANCHOR MIN. MINMIN -.0 1 1-C JNtN1. CLEA.1 - I -:.
yYPE S}IE;i EMS:DMENT
TO MASONRY
EDGE
is TOADJ14CEM
ANCHOR
1TW ®
TAPCON
1/4" 1-1/4 2"
1Tw
TAPCONO 1-1/4" 3" 1.1/r
0
1111111\ i%% $ n m i
I C4 .. O) l
Z
x `
10pE4W/2X BUCK_
INSTALLATION
o o
u$ 9 o a
N
r d
m' d
Q.
9 W11 BUCK - 4$ INSTALLATION W 15s o b
TYP. HEAD & o E o Z
JAMBS vi
r\
ao
15 S"
1' DETAIL . o +
s
J z
m
1
a
Ui
DO
C„ "D.. "A "B„ ,A"
VIEW "E" -"E" ^ VIEW "D" -"D" SINGLE DOOR W/SIDELITE VIEW "B" -"B" SINGLE DOOR VIEW A"- A"
SHOWN W/ OPTIONAL CORRUGATED
FASTENERS, ITEM /30 (TYP. Al
Sn)ELrFE TO DOOR JAMB CONNECTIONS)
SIDELITE NOTES:
I . The sidelite is direct set into the jamb with (12) #8 x 2" pfh. wood screws. There are (4) at each
vertical jamb, from the top down at 13.5', 31 ", 48.5" & 66". There are (2) at the header at 4" from
the outside comers of the frame. There are (2) at the sill, 4" from the outside comers.
2. For optional sidelite construction with staples, sidelite is direct set into the jamb with (4) 7/6" X
13/4" 16 ga. staples along each jamb (6" from ends and equally spaced thereafter).
CONCRETE ANCHOR NOTES:
I. Concrete anchor locations at the comers may be adjusted to maintain the min,
edge distance to mortarjoints.
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
maintain the min. edge distance to mortorjoints, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
ANCHOB:s ANCHOR MIN. MINMIN -.0 1 1-C JNtN1. CLEA.1 - I -:.
yYPE S}IE;i EMS:DMENT
TO MASONRY
EDGE
is TOADJ14CEM
ANCHOR
1TW ®
TAPCON
1/4" 1-1/4 2" 4"
1Tw
TAPCONO3/16" 1-1/4" 3" 1.1/r
W/2X BUCK
INSTALLATION 2
B W/1X BUCK 11
INSTALLATION
DETAIL "6" DETAIL "2"
W/2X BUCK 2
LLINSTAATION
W/1X BUCK
INSTALLATION 12 1 C
1
DETAIL "1"
B
1 C
1
DETAIL "4"
TATE: 2121112
SCALE: N.T.S. `
MG. BY: JK u
HK. Ek: LFS 3
RAwINc Ho.: °
FL -15225.5-68
SHEET 3 OF 6 a
10
1
VIEW "C" -"C"
E"
C.,
i}
3"
4
3'
I II II I II I I II
SEE NOTE 311
II _
NSTALLATIONSHEET3IISEEDETAIL "3"
43 -i
W/1X BUCKINSTALLATIONII
I
ASTRAGAL- II MULLION
Lu
TYP. HEAD
SHOWN FOR II SHOWN FOR
z
2
REFERENCE II REFERENCE
II W/1X BUCK e
ASTRAGAL INSTALLATION
ONLY II
SHOWN FOR IITYP. HEAD &
76
II16
II 16
STEEL
II
72
5 (
I 5
II
II
STEEL
DOUBLE DOOR W/SIDELITES
IN 5E n ,n
PAIRS
TYP
v
W/2X BUCK
DESCRIPTION
NSTALLATION
6" 43 -i
W/1X BUCKINSTALLATION o _ Lu
TYP. HEAD
w a
N
z
2
JAMBS
IIINSTALLATION
STEEL
II W/1X BUCK e
ASTRAGAL INSTALLATION
o
dSHOWNFORIITYP. HEAD & p
REFERENCE II JAMBS _
A"
DESCRIPTION
3"
1 6" 43 -i
g
I I I I I I
10 X 1 PFH WOOD SCREW
SEE DETAIL
3 II W/2X BUCK n
1
IIINSTALLATION
STEEL
II W/1X BUCK e
ASTRAGAL INSTALLATION
o
dSHOWNFORIITYP. HEAD & p
REFERENCE II JAMBS _
STEEL
4
ONLY II
II
STEEL
5
SEE II _
DETAIL "4" ¢ o — II SEE
16 I 16
Ly
DETAIL
M+ _
II _ I.,
5 I 5
12 II
T
v
VIEW "E" -"E" DOUBLE DODR
SHOWN W/ OPTIONAL CORRUCATED
FASTENERS, REM /JO (iYP. ALL
SIDELRE TO DOOR LAMS CONNECTIONS)
W/2X BUCK 2
INSTALLATION
W/1X BUCK
INSTALLATION 12 1 C
Material
STEEL 1
STEEL
STEEL DETAIL "1"
Item DESCRIPTION
A 10 x 2-1 2 PFH WOOD SCREW
g 10 X 1-314"' PFH WOOD SCREW
C 10 X 1 PFH WOOD SCREW
n
1 10 x 3 4 LG. PFH WOOD SCREW Hine TO Frame STEEL
2 10 x 2" LG. PFH WOOD SCREW STEEL
3 8 x 2-1 21. LG. PFH WOOD SCREW STEEL
4 7 4" x 2-3 4" PFH ELCO OR ITW CONCRETE SCREW STEEL
5 1 4" x 1-3 4" PFH CONCRETE SCREW STEEL
9 1 4" x 3-3 4" ITW PFH CONCRETE SCREW7 STEEL
11 3116" x 3-114" ITW PFH CONCRETE SCREW STEEL
12 1/4" x 3-114" ITW PFH CONCRETE SCREW STEEL
13 MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE
16 1 4" X 2-1 4" PFH ITW CONCRETE SCREW STEEL
20 HEADER JAMB SUGAR PINE, SG >= 0.34 WOOD
21 3 4" THK. PRESSURE TREATED SIDELITE PAD WOOD
30 112" X 1" X 25 GA. CORRUGATED FASTENER STEEL
B
1 C
7
DETAIL "4"
A"
VIEW A" -A"
W/2X BUCK
INSTALLATION 3
0
W/1X BUCK 11
INSTALLATION
DETAIL "3"
ATTACH ASTRAGAL THROW BOLT
STRIKE PLATE TO FRAME
AS SHOWN.
SCALE: N.T.S. -
WG. BY: JK u
HK. BY: LFS 3
RAMING NO.: °
FL -15225.5-68 C
ZSHEET4Of6a
n
V1
i D i
jn..
In 7 y c v oij
G EW
zmou
S$$ 5poa.
n
F— r J z _
VIEW A" -A"
W/2X BUCK
INSTALLATION 3
0
W/1X BUCK 11
INSTALLATION
DETAIL "3"
ATTACH ASTRAGAL THROW BOLT
STRIKE PLATE TO FRAME
AS SHOWN.
SCALE: N.T.S. -
WG. BY: JK u
HK. BY: LFS 3
RAMING NO.: °
FL -15225.5-68 C
ZSHEET4Of6a
1 HEAD JAMB
To 1x sub -buck
Inswing shown
y w
A z rg
ZOH
UU
INTERIOR EXTERIOR
2 HEAD JAMB
To wood frame
Inswing shown
f
T y m
1
1
z
W
2X BUCK
A
Cl!
INTERIOR
3 HEAD JAMB
To 2x sub -buck
Inswing shown
2X BUCK
INTERIOR INTERIOR
4
A
A
EXTERIOR EXTERIOR
0.15 MIN.
C -SINK
25" MAX.
0.25" MAX.
SHIM SPACE L: :1SHIM SPACE
1.15' MIN.
1.151 MIN.
1.25' MIN. EMB. EMB.
EMB. TYP.
4 VERTICAL SIDE JAMB 5 VERTICAL SIDE JAMB
To 2x sub -buck $ To wood frame
Inswing shown Inswing shown
k /-
f
1 X BUCK r w
111 o ro o z0111
U N
Z 0 Z0
rN
INTERIOR EXTERIOR
1 HEAD JAMB
To 1x sub -buck
Inswing shown
y w
A z rg
ZOH
UU
INTERIOR EXTERIOR
2 HEAD JAMB
To wood frame
Inswing shown
f
T y m
1
1
z
W
2X BUCK
A
Cl!
INTERIOR
3 HEAD JAMB
To 2x sub -buck
Inswing shown
2X BUCK
INTERIOR INTERIOR
4
A
A
EXTERIOR EXTERIOR
0.15 MIN.
C -SINK
25" MAX.
0.25" MAX.
SHIM SPACE L: :1SHIM SPACE
1.15' MIN.
1.151 MIN.
1.25' MIN. EMB. EMB.
EMB. TYP.
4 VERTICAL SIDE JAMB 5 VERTICAL SIDE JAMB
To 2x sub -buck $ To wood frame
Inswing shown Inswing shown
QJ
Of
U
o o
DAN Ln
w< w
Ln <
zo
MCZ
o
D_
DATE: 2121112 z
SCALE: N.T.S.
DWG. eY: JK m
CHK. BY: LFS 3
DRAWING NO.:
R
FL -15225.5-68 a
SHEET 5 or 6
n
k /-
111 o ro o z0111
U N
Z 0 Z0
im56OCW
B U 9
0IL
N a r m d a
V
LL
c Z
v
Ja v
QJ
Of
U
o o
DAN Ln
w< w
Ln <
zo
MCZ
o
D_
DATE: 2121112 z
SCALE: N.T.S.
DWG. eY: JK m
CHK. BY: LFS 3
DRAWING NO.:
R
FL -15225.5-68 a
SHEET 5 or 6
n
INTERIOR
rl-' VERTICAL CROSS SECTION
6 Inswing configuration
INTERIOR EXTERIOR
16
4 VERTICAL CROSS SECTION
6 Inswing configuration
EXTERIOR V INTERIOR
z d
2 VERTICAL CROSS SECTION
6 Outswing configuration
EXTERIOR INTERIOR
5 - VERTICAL CROSS SECTION
d Outsw ng configuration
INTERIOR EXTERIOR
z
dU
3 VERTICAL CROSS SECTION
6
EXTERIOR
m
INTERIOR
61 VERTICAL CROSS SECTION
6 Outswing configuration
oQ
o
o 0
Z U
Y TE: 2/21/12 =
SCALE: N.T.S. 11
DWG. ar: JK In
NK. BY: LFS 3
PAWING NO.:
K
FL -15225.5-68 0
SHEET 6 Or 6
r na
es
Y``
I
tnn
7S\\ J O O Q
itu
vagE i x?v
e
Na u,g mm aa
za v 0
12 7 3d
w
LO
2W N O
a U
IF-
m
61 VERTICAL CROSS SECTION
6 Outswing configuration
oQ
o
o 0
Z U
Y TE: 2/21/12 =
SCALE: N.T.S. 11
DWG. ar: JK In
NK. BY: LFS 3
PAWING NO.:
K
FL -15225.5-68 0
SHEET 6 Or 6
REQUIRED INSPECTION SEQUENCE
BP# IG - Z -k%?
BUILDING PERMIT
Min Max Inspection Description
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Prepour
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Firewall
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
1000 Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building (Other)
REVISED: June 2014
Addreq- SS -11 C_ QA2.1C-. *J6 -
ELECTRICAL PERMIT = .
Min Max Inspection Description
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
Min Max Inspection Descril2tion
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final