HomeMy WebLinkAbout2615 El Portal Ave; 17-2241; PATIO DOORCITY OF SANFORD
BUILDING & FIRE PREVENTION
JUL it 2 1 PERMIT APPLICATION
ApplicationNo: — C o; q Docu
ted Construction Yalue: $ J, ,qq , g Job
Address: 21915 2T14L 4 l Historic District: Yes No Parcel
liD: Sj\ - 2O - - C) 4.- - Q\40 Residential VI Commercial Type
of Work: New Addition Alteration 64 Repair Demo Change of Use Move Description
of Work: V.Ez GC ' ('j) QLEq Plan
Review Contact Person: 1AFLI!664 0 &Q44 Title: P_ =1r-'Q, Phone:
Fax: Email. _ & Q(Z-26104ILGot--i Property
Owner Information Name
L.EF_ leLDE i ,N a Street:
102161 QD City, State
Zip: 1 E , t'\ 1 \`g Phone: Resident
of
property? : A6 Contractor Information
Name 1-
V-t: e Phone: U1 - $52 - 80125 7 Street: ?-nX —
1$1 C>I Fax • ^ City, State
Zip: OQ S .- L ? 4r1 R State License No.: ((ne . 15D 5541`7 Architect/Engineer
Information Name: Phone:
Street: Fax:
City, St,
Zip: E-mail: Bonding Company:
tJ 4 Mortgage Lender: "--114 Address: Address:
WARNING TO
OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application
is
hereby made to obtain a permit to do the work and installations as indicated. 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 thisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.
3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June
30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating constructioq and zoning.
Signature of Owner/Agent Date Signa a of Contr c ent Date
Print Owner/Agent's Name Print Contractor/Agent's Name
t I II
7
I 11
o
Signature of No State of Florida Date \`\\Q
p R. .
State of Flori Date
er
v ' CP _
TIFF i39190 .: o
v
Owner/Agent is Personally Known to Me or -i,1"x p:Ftr ,, ent is Personally Known to Me or
Produced ID Type of ID iiioo' TYPe of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas 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: UTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING:_ 1- L5, (0
COMMENTS:
Revised: June 30, 2015 Permit Application
STORE COPY
Lowe's Registrationor Contractor License Number / Lowe"s Contractor Name Florida
Contractor License Number CGC150841`7 Customer
Name S
BETTY ANTHONY Name
Phone 11
315-246-4835 Customer
Address Other
Phone;.- 2615
EL PORTAL AVE L
City Stater Provence Zip t Postal Cade SANF4RG}
FL 32773 Installation
Address ssT
2615 EL PORTAL AVE Installation
City Installation State/Province ' Installation Zip/Postal Code SANFORD
FL 32773: MERCHANDISE
AND INSTALLATION SUMMARY MERCHANDISE
SUMMARY' 178870 :
L 88770FJPMD : STK:: PF 1 STP L.887 1-1/4-INX3i8-INX7-FT : PFJ STP L887 1-1/4-INX3/8-INX7-FT : EMPIRE COMPANY, INC. (THE) - QTY 3 238343 :
2826-8 : STK: 3/4.3-1I2-8:RF EMBOSD PVC TRIM BRD : 3/4-3-1/2-8 RF EMBOSD,PVC TRM BRA : ROYAL MOULDINGS LIMITED 'C2TY 3 238348 :
2828-8 : STK ; 314-7-1/4-8 RIF EMBOSD PVC TRM BRID : 3/47-1/48 RF EM80SD PVC TRM BRD ROYAL MOULDINGS LIMITED - QTY 1 314407 : OGL10408-
AG : STK : 1-4-8 TREATED APPEARANCEE GRADE: 1-4-8 TREATED "APP ARANCEE GRADE ; SUNBELT FORE QTY 3STPRODUCTS - 394005,: 60SBBGSGOPLHOSNBM :
STK: RB 6` STL FR BBG SGLOP LHOS NBM : RB 6' STL FR .BBG SGLOP LHOS NBM : JELD-WEN, MAS TERS-KNOX -'QTY t 771519 : FB50N
V SAC 619 STK: SCH SN COMBO SGL LEVER SACRAMENTO : SCH SN COMBO SGL LEVER SACRAMENTO : SCHLAGE LOCK - QTY Store 1657
Project No. 513585856 for BETTY ANTHONY Page 1
of 7
STORE COPY
1
771522: F10 V SAC 619: STK: SCH SN HALLJCLOSET LVR SACRAMENTO: SCH SN HALUCLOSET LVR SACRAMENTO: SCHLAGE LOCK - OTY 1
Materials Price T-S 835A9
Stock or SOS: Stock
Select Location : Back Door
Side Lights or Transoms : No
Number of additional holes bored for accessories : None
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 PrOctices.: No
INSTALLATION DESCRIPTION
Door Type: Patio
Select New Door: Hinged / French
Hidden Damage Description: None
Install Specialized Mortise Hardware: No
Deliver Door: Yes
Permit, Required: Yes
Permit Fee: Yes
Bring Up To Code Description : Install Bucks
Local Disposal Fee: Yes
Comments: No Comment
Labor Charges $
Detail Deduction
Additional Specifications:
Notation: Lowe's will not make structural modifications, paint or stain or remove/reinstall security system equipment. Customer is responsible to advise it prop- erty is governed by Historic District Regulations,
Additional Specifications: Federal law requires Lowe's toprovide you with the pamphlet Renovate R Iight.,
Important Lead Hazard Information' for Familes. Child
Care Providers: and Schools. By signing this Contrac"t,'Cust'omer 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 contractorsthe right to take photographs of the Premises where In stallation, Services
will be performed and. all work. performed at the Premises related to this Contract, and irrevocably granls'W Lowe's, all right, title, interest in and, to
the photographs for use in all markets and media,_ worldwidp, in perpetuity. Customer authorizes Lowe's to copyright, use and publishthe photographs in print and/
or el6cfronically, 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 Goods thanactuallywillbeinstalledbasedonthe, measured. square footage of the Project Area.. As a. result, the parties. agree that, the lump -sum Price stated in this IContract .
is,calculated upon both the value of the estimated Goods required to fulfill the Contract (including waste), Which may exceed the actual square Store 1657
Project'No. 513585856 for BETTY ANTHONY Page, 2 of 7
STORE COPY
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 signingthisContractbelow, Customer acknowledges receipt of this notice and agrees and understands that the Price includes these costs which may not be refundedoncetheInstallationServicesareperforrned,,
NOTICE OF ARBITRATION AGREEMENT
This Contract provides that all clairtis by Customer or Lowe's will be resolved by BINDING ARBITRATION. Customer and Lore'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 byaNEUTRALARBITRATORandNOTajudgeorjury. Lore's and Customer are entitled to a FAIR HEARING. But th arbitration procedures are SIMPLER ANDMORELIMITERTHANRULESAPPLICABLEINCOURT. 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.
i
Work is to commence upon reasonable.availablity of Contractor which is. anticipated to tie. . ' . __ _..... .___Ifffl in. datej
Estimated completion date i r` (fill in date],
NOTICE TO CUSTOMER
NOTICE TO DINNER: -ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.QQ1= 713.37, FLORIDASTATUTES), 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 SUBCONTRACTORS; 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
Stare 1657 Project No: 513585856 for BETTY ANTHONY Page 3 of 7
STORE COPY
v.. r a •f•7 1 V11 Ivor% I Y04.a7V I IP% V L- M &_JL;j14 %JI-d i %Jvn J—n% r V_n } I . I n1aa
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.
WITNESS OUR HAND(S) AND SEAL(S) BELOW THIS DAY OF L
Lowe's Horne. Centers, LLC
By: -
f" (
Seal)
Print Name:,. 1 5' 7,
1
Address
1 c^,,,. f :mot }`'""L•....
City State t Province Zip ! Postal Code
Customer acknowledges receipt of a true copy which was completely filled in prior to
at any time prior to midnight on the third business day after the.date of this tray
this right.
Store 1657 Project No. 513585856 for BETTY ANTHONY
Seat)
Owner
107 0
Print Name
Go -Owner or Witness (
Seal)
Print Name
ier's execution hereof. You the customer may cancel this transactioi
n. See the attached Notice of Right to Cancel for an;explanation of
Page 4 of 7
REQUIRED INSPECTION SEQUENCE
BP# i'l- ZZL41 ?address:
BuILIDING PERMIT
Min Max I<ns ectionn 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
Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building (Other)
Min Max Ins ection Descri tion
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
Min Max Ins ecti®n Descri tion
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
MECHANICAL;IPERMI•I
Min 1Max
Mechanical Roug
Mechanical Final
Gas Unde
Gas Roug
Gas Final
REVISEID: June 2014
Product Approval S
17-2241
Permit #
Project Location Address
cification Form
gUILD5,yc
SANI° p pD
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.
IEA-F- r-fio "-ooQ—
Category/Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
1. Exterior Doors
Swinging 21509- 3- IZ
Sliding
Sectional
Roll Up
Automatic
Other REVIEWED FOR CODE COMPLIANCE
2. Windows
Single Hun
Horizontal Slider
Casement
Double Hun
Fixed
Awning
Pass ThroughA PERMIT ISSUE) SHALL BE CONSTRUED TO BE A
Projected AUTHORITY TO VIOLATE, CANCEL ALTER OR SET
MullionsSIUF- ANY OF PROVISIONS OF THE TECHNICAL
Wind Breaker THE BUILDINC OFFICIAL FROM THEREAFTER
Action REQDualERRORSINPLANS,
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
AftDoor Detail Specifcat ons
torl Date: / /
tAS$t1tT1r pflQtl9't
j
t
Customer must be home for installation
Customer to empty finish (paint / stain)
tore 1657 PrOject No. 513240147 for BETTY ANTHONY
Please prrevfder;drawing from onslte uasing owing Info on — We Aftef w 1 Exterior view right
rera, 1_enHand R1ghtflar3d
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Fxieor - Note finish ofhorna
Page 4 at;4
JELDrWENe
FINISHIELD/GLADIATOR STEEL DOOR, WOOD EDGE
GLAZEDI2-Ox6-8 OUTSWING DOOR SYSTEM
1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH
THE CURRENT FLORIDA BUILDING CODE (FBC) BASED ON THE
SIGNED AND SEALED DATE: INCLUDING HVHZ AND HAS BEEN
EVALUATED IN ACCORDANCE WITH TAS 202-94 AND ASTM
E331-00 AND ASTM E330-02.
2. 2X AND 1X WOOD BUCKS BY OTHERS, MUST BE ANCHORED
PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.
3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED
AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
4. DESIGNED PRESSURE RATING SEE TABLE I, PAGE 1.
5. FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE
REQUIRED FOR DOORS AND SIDELITES.
6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,
INCLUDING OVALS, SUNBURST AND ROUND -TOPS. ALSO "\
INCLUDED ARE INTERNAL AND EXTERNAL GRID, BLINDS /
BETWEEN GLASS, EXTERNAL WROUGHT IRON AND DECO.
7. SCALE BASED ON 11x17 SHEET SIZE.
8. ALL 1X & 2X TO BE 0.55 SPECIFIC GRAVITY OR
GREATER.
DOOR LEAF CONSTRUCTION:
FACE SHEETS: THE FACE SHEETS ARE GLUED TO THE CORE AND
SUBSTRATE WITH LMC ADHESIVE.
CORE DESIGN: THE CORE CONSISTS OF 1-1.25 POUND DENSITY
EXPANED POLYSTYRENE(EPS).
PANEL CONSTRUCTION: EACH DOOR PANEL IS CONSTRUCTED
FROM TWO SHEETS OF 25-GAUGE (.018" MINIMUM) GALVANIZED
STEEL. THE FACE SHEETS ARE BENT 90" OVER THE 1.688" X 1.0"
LVL (LAMINATED VENEER LUMBER) STILES AND TOP RAIL. THE
AVERAGE MIN YIELD STRENGTH OF 25 GA SHEET STEEL SKIN IS
38,400 psi.THE 1.688"X1.203" BOTTOM RAIL CONSISTS OF
ROLLED -FORMED GALVANIZED 25-GAUGE (.018" MINIMUM) STEEL.
THE WOOD LOCK BLOCK IS 1.688" X 3 1/8" X 12".
FRAME CONSTRUCTION: THE FRAME JAMBS & HEAD ARE
CONSTRUCTED OF WOOD. THE SILL IS COMPRISED OF A
NON-ADJUSTABLE COMPOSITE MATERIAL WITH ALUMINUM
CLADDING. CORNERS ARE COPED, BUTTED, & SEALED USING
SILICONE. THE HEAD AND SIDE JAMBS ARE FASTENED USING
FOUR 16 GA. 7116" X 2" STAPLES PER CORNER. THE SILL AND SIDE
JAMBS ARE FASTENED USING THREE 16 GA. 7/16" X 2" STAPLES
PER CORNER. THE VERTICAL SOLID MULLION IS FASTENED
THROUGH THE HEAD & SILL USING THREE #8X2-1/2" SCREWS PER
END. A 3/8" HOLE IS DRILLED AT THE CENTER OF THE FRAME HEAT
AND THRESHOLD WHERE A METAL STRIKE PLATE IS FASTENED
USING TWO #6 X 1 1/2" SCREWS TO RECEIVE THE TOP AND
BOTTOM ASTRAGAL BOLT. EACH FIXED PANEL IS SECURED INTO
THE FRAME USING FOUR 16 GA. 7/16" X 2" LONG STAPLES PER
STILE FASTENED THROUGH THE JAMBS. ALL MULLION JOINERY &
THE FIXED PANELS / FRAME JOINERY ARE SEALED AT THE
EXTERIOR USING 1199 SILICONE.
MATERIAL PROTECTION
1. ALL LATCH/LOCK AND HINGE HARDWARE
TO BE OF CORROSION RESISTANT MATERIAL
OR CORROSION RESISTANT COATED.
2. ANCHORING COMPONENTS MUST MEET THE
CORROSION RESISTANT STANDARDS AS
IDENTIFIED IN THE FBC.
NOTES:
1 - ALL VIEWS FROM EXTERIOR.
2 - MULL POSTS & DOUBLE BACK
JAMBS ARE INTERCHANGEABLE.
SEE OPTIONAL CROSS SECTIONS)
3 -SURFACE BOLT NOT REQUIRED FOR j
APPLICATIONS REQUIRING DP45 OR O 7
LESS.
A
4 - MASONRY AND CONCRETE INSTAL- 2 NOTE 4
LATION DETAILS.
5 - POSITION AND NUMBER OF no
ANCHORS IN HINGE JAMB, LATCH
g
NOTE E
JAMB OR SIDELITE JAMB WILL BE m
THE SAME REGARDLESS OF ROUGH
OPENING TYPE. FOR HORIZONTAL
CROSS SECTION IN 1X BUCK OPTION
IN MASONRY/CONCRETE, SEE
SHEET 8 FOR DETAILS.
6 - FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN
MASONRY/CONCRETE, SEE SHEET 6 FOR
DETAILS.
148 1/2" MAX OVERALL FRAME WIDTH
37 1/4" MAX. 74" MAX.
37
ME
MAX.
FRAME WIDTH DOUBLE FRAME WIDTH
FRAME WIDTH
35 3/4" MAX.
35 3(4" MAX. 72 1l4" MAX.
SHEET 6 F
PANEL WIDTH
PANEL WIDTH DOUBLE PANEL WIDTH
SEE DETAIL A
V / V
211/8" 211/8" 211/8" 211/8"
MAX. MAIYI MAX.
O
D.L.O. D. .0. DLO D.L.O. J 9
WIDTH YDTH WIDI'{-I WIDTH o =
26 ulZ
E aa
7
J
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t DB
NOTE 0
7 25
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0 NOTE 2 NAl
mr
f
FIXEDFIXEDINACTIVEACTIVE
p/a1„ ASTRAGAL)/
5
0TE4
SURFACE BOLT 5 5 6 NOTE4
MULL POST SEE NOTE 3 SEE DETAIL B
SHEET 6
DESIGN PRESSURE RATING
WHERE WATER INFILTRATION
REQUIREMENT IS NEEDED
WHERE OVERHANG
IS NOT USED
WHERE WATER INFILTRATION
REQUIREMENT IS NOT NEEDED
WITHOUT
SURFACE BOLTS
WITH
SURFACE BOLTS
WITHOUT
SURFACE BOLTS
WITHOUT
SURFACE BOLTS
WITH
SURFACE BOLTS
POSITIVE 445 55 30 POSITIVE 45 55
NEGATIVE 45 55
1 -
45 NEGATIVE 45 55
DBL-BACK
JAMB MULL POST
QUAD UNIT (OXXO)
SCALE: 1/2"=V-0"
OUTSWING NON -IMPACT)
TABLE 1
1LE OF CONTENTS
NOTE: UNIT SHALL BE INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)
DESCRIPTION RATIO = OH LENGTH/OH HEIGHT IS EQUAL TO, OR GREATER THAN, 1.0
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Digitally signed by Hermes F. Norero, P.E. ;:m O
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I"1,,ySs e:2015 01approving this0714:5 :55 1ument
05'OO0 O m a III LENGTH
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GATE: 8I12/08 SCALE. HERMES
F.
NORERO - AS NOTED FLORIDA P.
E. NO. 73778 DWG. BY: WBD K Z
398 E. DANIA BEACH BLVD. cHK. BY:
S. FREY OR O ••9( P,? Gv SUITE338 HEIGHT .•. DRAWINGNO.: DOOR FS, • •..
G ` DANIA BEACH, FL 33004 HEIGHT JW122008
I i311ECV FBPE CERT. OF AUTH. NO. 29578 SHEET 1 of
14
112" MAX. OVERALL FRAME WIDTH
37 1/4" MAX. 37 1/4" MAX. 37 1/2" MAX.
FRAME WIDTH FRAME WIDTH FRAME WIDTH
35 3/4" MAX 35 3/4" MAX.
ANEL WIDT
n Pf,
WIDTH F PQNOTE 6H SEE DETAILA
21 1/8" 21 1/8"
x MAX. MAX.
w D.L.O. D.L.O.
x WIDTH WIDTH
w
A
NOTE 4
8 17
I- NOTE 2 NOTE 2
0
0
NOTE 5
FIXED FIXED
B NOTE4 iTINOTE5
MULL POST SHOWN SURFACE BOLT
DBL-BACK JAMB MULL SEE NOTE 3
POST OPTIONAL
TRI UNIT (OOX) OR (XOO)
SCALE: 1/2" =V-0"
SEE DETAIL A
SHEETS
r
w
xJ
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O
x
2 NOT
0mII NOTE
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118"
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SEE DETAIL B
MSOTE4HEET 6
SEE DETAIL B — r
SHEET 6 SURFACE BOLT
SEE NOTE 3
35 3/4" MAX.
PANEL WIDTH
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0
NOT t
0
NOTE 5
ao
m
111 1/4" MAX. OVERALL FRAME WIDTH
37 1/4" MAX. 74" MAX.
FRAME WIDTH FRAME WIDTH
36 3/8" WITH 35 3/4" MAX.
ASTRAGAL
rQ
PANEL WIDTH
D \6JN 6 P 70 6 P6i
21 1 /8"
MAX.
D.L.O.
WIDTH
NOTE 2
FIXED
MULL POST SHOWN DBL-BACI
JAMB MULL POST OPTIONAL
3
NOTE 4
MULL POST SHOWN - TRI UNIT (OXO)
DBL-BACK JAMB MULL SCALE: 1/2" =V-0"
POST OPTIONAL
35 3/4" MAX.
PANEL WIDTH
n
21 1/8" 21 1/8"
INACTIVE 1 ACTIVE
4 ASTRAGAL OT
SURFACE BOLT 5
SEE NOTE 3 SEE DETAIL S
SHEET 6
TRI UNIT (OXX) OR (XXO)
SCALE: 1/2" =1'-0"
SEE DETAIL A
SHEET 6
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4 - MASONRY AND CONCRETE INSTALLATION DETAILS.
5 - POSITION AND NUMBER OF ANCHORS IN HINGE JAMB,
LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME
REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL
CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE,
SEE SHEET 8 FOR DETAILS.
6 - FOR VERTI ((W4,4k< 1404)N 1X BUCK OPTION IN
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8 SCALE: 2"=1'—O"
1 10
2 3
30 31 19 I 19 3 3021
I
36 0
4
SEE NOTE 2
EXTERIOR
G HORIZONTAL CROSS SECTION
SCALE: 2"=1'—O"
11/2" SEE DETAIL
MIN. EMB. SHEET 12 Yz=
10 19
5
20 31 M
SEE DETAILA 1/4" MAX.
SHEET 12 —\ SHIM
84 NOTE4
1 1/4"
MIN. EMB.
7
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EXTERIOR L! U"@g I I
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8 MASONRY & CONCRETE INSTALL
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SEE DETAIL A
SHEET 12
EXTERIOR
II 1/4"MAX.
SHIM
L HORIZONTAL CROSS SECTION
8 FIXED UNIT 1X BUCK OPTION IN
MASONRY & CONCRETE INSTALL
LEFT—HAND ANCHOR SHOWN, RIGHT—HAND ANCHOR SIMI
118"
TEMPERED w 0 w
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J HORIZONTAL CROSS SECTION Z
8 WOOD INSTALLATION oSCALE: 2" =1'-0" 29 9 EXTERIOR
I 1/4" MAX.
NOTES: SHIM
C
1/4" MA
SHIM
1. FOR ANCHOR SPACING (ITEMS #5 OR #9), SEE SHEETS 9, 10, & 11. M HORIZONTAL ROSS SECTION
y 2. SPACING FOR #23 FROM TOP OF SIDELITE DOWN (SEE SHEET 10). 8 OPERATING UNIT 1 X BUCK OPTION IN
EMPERED 0"R,Y & CONCRETE INSTALL
3. ASTRAGAL SCREW PATTERN SPACING FOR 913: /
FROM BOTTOM' 1/2" 2" 3 1/2" 20" 24 3/4" (LEFT—HANQ,IR ¢R r1,RIGHT—HAND ANCHOR SIMILAR)
z
2842•''. '..
1/2„
2
2
3 41 AIRSPACE
1 /4" MAX. EXTERIOR
SHIM MODEL 799 VENTED HALF LITE
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SCREW CONFIGURATION. 6.
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P,? U ` i
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F. NORERO FLORIDA
P.E. NO.73778 398
E. DANIA BEACH BLVD. SUITE
338 BEACH,
FL NO.
2 ECERT. BPECERT. OF AUTH. NO. 29578 DATE:
8/12/08 SCALE.
AS NO _ BED DDwc, e CHK.
BY: S. FREY DR
WING NO.: SHEET
8 of 14
SEE DETAIL E
a SHT.9
F
SEE DETAIL A
I 5° TYP HT. 10
i
SEE DETAIL B
SHT. 10
SEE DETAIL F J
5 (WOOD INSTALL)
9 (MASONRYINSTALL)
SHT. 9 0
ANCHORING LOCATIONS
OUTSWING SINGLE UNIT (X)
SCALE: 3/8" =1'-O"
NOTE
46
1
NOTE 0
4
DETAIL A
UPPER SURFACE BOLT STRIKE
PLATE & UPPER ASTRAGAL
BOLT STRIKE
SCALE: 1/2" =1'-O"
DETAIL B
HINGE DETAIL
SCALE: 1/2" =1'-O"
SEE DETAIL A SHT. 9
9" TYP
SEE DETAIL D
6" TYP SHT. 10 SEE DETAIL A
I--5" TYP 3" TYP SHT. 10
I i ,111
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45 NOTE
SEE DETAIL C---
SEE DETAIL B
SHT. 9
SHT. 10
ANCHORING LOCATIONS DOUBLE
OUTSWING UNIT W/ 1 SIDELITE (XXO
SCALE: 3/8" =1'-O"
NOTE 7
1
NOTE 6
0 0
4
DETAIL C DETAIL D
LOWER SURFACE BOLT STRIKE PLATE LATCH & DEADBOLT
LOWER ASTRAGAL BOLT STRIKE STRIKE PLATES
SCALE: 1/2" =1'-O" SCALE: 1/2" =1'-O"
NOTE 7 a5
46
0 0
7 \
DETAIL E AT HEAD DETAIL F AT SILL
SURFACE BOLT PLATE SURFACE BOLT PLATE
SCALE: 1/2" =1'-O" SCALE: 1/2" =1'-O"
SEE DETAIL A
SHT.9 --`
9" TYP
6" TYP
SEE DETAIL A
5" TYP 3„ TYP
SHT. 10
l
I
WOOD INSTALL) 5
MASONRY INSTALL) U9
TYP
I
J
SEE DETAIL B
SEE DETAIL C---/
SHT. 10
SHT. 9
ANCHORING LOC TIONS DOUBLE
OUTSWING UNIT XX)
SCALE: 3/8' =1'-0"
NOTES:
1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR
AND EXTERIOR SURFACES AT SPACING SHOWN, +/-1", FOR
TOTAL OF NINE FASTENERS PER SIDE.
2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK JAMBS
ONLY. OMIT ON SOLID MULL POST CONFIGURATIONS.
3. SEE SHEET 10 FOR LATCH AND HINGE LOCATIONS.
4. SEE SHEET 10 FOR SIDEUTE FASTENER LOCATIONS.
5. SEE SHEET 10 FOR SIDEUTE BRAD NAIL LOCATIONS FOR
QUARTER ROUND MOULDING ATTACHMENT.
6. ASTRAGAL THROW BOLT HOLES AT HEAD AND SILL ARE DRILLED
AT FABRICATION WHEN ASTRAGAL IS APPLIED AND THROW BOLT
LOCATIONS ARE DETERMINED. STRIKE PLATES ARE ATTACHED IN
THE FIELD.
7. TOP AND BOTTOM SURFACE BOLTS ARE APPLIED AT FABRICATION.
SURFACE BOLT HO.,I , E ALSO DRILLED AT FABRICATION WHEN
BOLT LOCATI04 INED. STRIKE PLATES ARE ATTACHED
IN THE FIELD.,%ES ' On
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AS NOTED HERMES
F. NORERO DWG.
WBD FLORIDA
P.E. NO. 73778 398
E. DANIA BEACH BLVD. CHK. BY: S. FREY SUITE
338 DHAwwG nO.: DANIA
BEACH, FL 33004 JW122008 PE
CERT. OF AUTH. NO. 29578 SHEET
9 OF 14
SEE DETAIL A
SHT. 9
SEE DETAIL C SEE DETAIL D
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SEE DETAIL A
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i
SEE DETAIL B
SHT. 10
ANCHORING LOCATIONS DOUBLE
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SCALE: 3/8" =V-0"
STAPLE LOCATIONS BRAD LOCATIONS
TYPICAL FOR ALL SIDELITES TYPICAL FOR ALL SIDELITES
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SCALE: 1-1/2" =V-0 --
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MULL POST 32"
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nETAIL A DETAIL B
P FOR HEAD TO SIDE JAMBS TYP FOR SILL TO SIDE JAMBS
ALE: 1-1/2" =V-0" SCALE: 1-1/2" =1'-0"
NOTES:
1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR
AND EXTERIOR SURFACES AT SPACING SHOWN, +/-1", FOR
TOTAL OF NINE FASTENERS PER SIDE.
2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK
JAMBS ONLY. OMIT ON SOLID MULL POST CONFIGURATIONS.
3. SEE SHT 10 FOR LATCH AND HINGE LOCATIONS.
4. SEE SHT 10 FOR SIDELITE FASTENER LOCATIONS.
5. SEE SHT 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTER
ROUND MO[ygWGR117CHMENT.
6. ALL VIEWO R@MFEJitT foR.
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F. NORERO Dwc.
Br: WBD A ••:/
T
41J
FLORIDA
P.E. NO.73778 398
E. DANIA BEACH BLVD. CHK. BY: S. FREY DT ••
C i
SS. ••••"••• ON' P' •
1
1 i
IF' SUITE
338 DANIA
BEACH, FL 33004 FBPE
CERT. OF AUTH. NO. 29578 DRAWWG
NO.: JW122008
sREEr10
of 14
FEE
SEE DETAIL A
SHFFT Q SEE DETAIL A
SHT. 10
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9" TYP
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SEE NOTE 2
32 i
42'-
MULL POST I DBLJ BS
OPTIONAL 2„
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TYP 72"
I I III I IIIIIII III 17
SEE DETAIL B
SHT. 10
SEE DETAIL C
SHT.9 ANCHORING LOCATI NS DOUBLE
OUTSWING UNIT W 2 SIDELITE (OXXO)
SEE DETAIL E
SHT. 9
EL 5" TYP
F 9" TYP.
o 6" TYP.
3" TYP.
1 r 11 I
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O SHT. 10
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a SEE NOTE 2
DBLJAMBS 32"
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MULL POST
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m MA S RY INSTALL) 9 72"
11 I 1
I TYP
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SEE DETAIL F
SHT. 9
ANCHORING LOCATIONS SING
SCALE: 3/8" =1'-O"
SEE DETAIL D
SHT. 10
SEE DETAIL A
SHT. 10
J
SEE DETAIL B
SHT. 10
SEE DETAIL E
SHT. 9
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SHT. 10
ANCHORING LOCATI NS SINGLE
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SCALE: 3/8" =1'-0"
NOTES:
1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR
AND EXTERIOR SURFACES AT SPACING SHOWN, +/-1", FOR
TOTAL OF NINE FASTENERS PER SIDE.
2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK
JAMBS ONLY. OMIT ON SOLID MULL POST CONFIGURATIONS.
3. SEE SHT 10 FOR LATCH AND HINGE LOCATIONS.
4. SEE SHT 10 FOR SIDELITE FASTENER LOCATIONS.
5. SEE SHT 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTER
ROUND MOUNDING ATTACHMENT.
6. ALL VIEWS FROM EXTERIOR.
J,S F.'Arr - ,
1
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O
DATE: 8/12/08
SCALE: AS NOTED7.'t- HERMES F. NORERO
q *
FLORIDA P.E. NO. 73778
DWG. BY: WBD
T••/
T
398 E. DANIA BEACH BLVD. CHK. BY: S. FREY
C IFBPECERT.OFAUTH.NO.29578
SUITE 338 DRAWING NO.
DANIA BEACH, FL 33004 JW122008
NA ;`O
snEET11 of 14
L[-
45/8"—I cn
1 WOOJAMBFINGERJOIDNTEDPINE 2
SCALE: 3" =1'-0" 3
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233-0 OUTSWING ADAPTOR BASE 38 SCALE:
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3" =V-
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ZINC 8 YELLOW
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SPACER PLASTIC SCALE: 3" =
V-
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SINK.—NOTE 1-USE #10
WOOD INSTALLATION SCREW W/ 1.50" MIN. EMBEDMENT WHEN INSTALLING INTO
WOOD SUBSTRATE AT HEAD 8 JAMBS. 2-USE #8
x 2 1/2" PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. 3-USE 3/
16" ITW TAPCON ANCHOR W/ 1 1/4" MIN. EMBED. WHEN INSTALLING INTO
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73778 MG. BY: WBD 398
E. DANIA BEACH
BLVD. CHK.BY. S. FREY SUITE 338 DRAWING NO.:
DANIA BEACH, FL 33004
JW122008 PE CERT. OF AUTH.
NO. 29578 SHEETI2 OF 14
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SC-E: AS NOTED7t
HERMES F. NORERO
DWG. BY: WBD
p FLORIDA P.E. NO. 73778
CHK.BY: S. FREY
T '•
398 E. DANIA BEACH BLVD.
O '• P' DR WING NO.:
JW122008
SUITE 338
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11E`` FBPE CERT. OF AUTH. NO. 29578 sN--
of 14 MATERIAL
LIST (VENTED HALF LITE ONLY) ITEM
PART N0. DESCRIPTION QYT MATERIAL 1
16797-000 INNER FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C 2
16796-000 OUTER FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 3
16798-000 FIXED UPPER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 4
14589-000 HOT MELT CAULK (8 LOCATIONS) AR 100% SOLIDS BUTYL ELASTOMER 5
16825-000 GLASS, 3/4" x 20 19/32" x 16 11/16" 2 3/4" INSULATED GLASS ASSEMBLY 6
16828-000 8 x 2" PAN HEAD SCREW 14 ZINC PLATED STEEL 7
12207-000 6 x 3/4" PAN HEAD SCREW 7 ZINC PLATED STEEL 8
16809-000 SAFTEY LOCK 2 NYLON 6/6 9
16829-000 4 x 1/4" FLAT HEAD SCREW 6 ZINC PLATED STEEL 10
17041-000 FIN SEAL, ROLL 4' FROM SCHLEGEL CORP.: FIBER PILE DUST SEAL 11
16799-000 LOWER INNER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C 12
16806-000 RIGHT LATCH 1 NYLON 6 13
16807-000 LEFT LATCH 1 NYLON 6 14
16837-000 Q-LON SEAL (3 SIDE LOWER SASH) 5' FROM SCHLEGEL CORP.: Q-LON2 WEATHER SEAL 15
16800-000 LOWER OUTER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C i6
16801-000 SCREEN FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 0 17
16831-000 WEATHER STRIPING, OUTER SASH 2' FROM SCHLEGEL CORP.: POLYFLEX WEATHERSTRIPPING 18
DOW 1199 AR SILICONE SEALANT 19
16830-000 WEATHER STRIPING (2 SIDE LOWER SASH) 3.3' FROM SCHLEGEL CORP.: POLYFLEX WEATHERSTRIPPING 20
16838-000 12 O.D. SPRING 2 STAINLESS 302 AND 304 21
14234-000 SCREW HOLE PLUGS 14 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 22
16841-000 1/16" SINGLE SIDED FOAM TAPE 8.3' POLYOLEFIN FOAM, ACRYLIC ADHESIVE 23
16968-000 SCREEN CLOTH 21" x 24" 1 FIBERGLASS 24
10046-000 SPLINE 6.1' PVC
SEMINOLE COUNTY MULTI JURISDICTIONAL
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: S — \ 1-1-1
i hereby name and appoint: t-AE.LvSEA _YmeLk F
an agent of: _any>t=_—, 4CAME
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):
0 All permits and applications submitted by this contractor.
Or
RThe specific permit and application for work located at:
Street
Expiration Date for This Limited Power of Attorney: 1 x Nx-r
License Holder Name:
State License Number
Signature of License F
STATE OF FLORIDA
COUNTY OF Si:MtNOLE
The foregoing instrument was acknowledged before me this 12- day of __Mi b
20 1-7, by -- P C CAS PA-p-o who is CYpersonally known to me or
who has produced
and who did (did not) take an oath.
ca, V'' .
Signature of Notary
ANGELA DAVIDSON
Notary Public - State of Florida
Commissions GG 021708
Al , i FgAug 15, 2020 • aovough
NatiGlal Notary Assn. as
identification tnaa(
a havidsotrt P
t or type Notary name Notary
Public - State of F L Commission
No. GC-402-1" 7og My
Commission Expires. 0-05/202a