HomeMy WebLinkAboutEngineering z3 r.
Planning&Development Services Department
Building&Code Regulations
o • 2300 Virginia Avenue
Fort Pierce,Florida 34982
- (772)462-1553
OWNER/BUILDER AFFIDAVIT DISCLOSURE STATEMENT
F.S.489.103(7)EXEMPTIONS
State law requires construction to be done by licensed contractors. You have applied for a permit under an
exemption to that law. The exemption allows you,as the owner of your property,to act as your own contractor even
though you do not have a license. You must provide direct, on-site supervision of the construction yourself. You
may build or improve farm outbuildings, a one-family or two-family residence for your use and occupancy. You
may also build or improve a commercial building at a cost not exceeding $75,000.00 as long as it is for your own
use or occupancy. You may not build or improve said structures for the purposes of selling or leasing that building.
If you sell or lease a building you have built or improved within one year after construction is complete, then a
presumption is created that it was built or improved for sale or lease, which is a violation of this exemption. You
may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is
your responsibility to make sure that people employed by you have licenses required by state law and by county or
municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed
contractor who is not licensed to perform the work being done. Your construction must comply with all applicable
laws,ordinances,building codes,and zoning regulations. Initial-.t
I understand that the building official and inspectors are not there to design or give advice on how tQQ meet
(�
the minimum code. Initial u,,C '
I understand that as an owner-builder that any contract disputes with sub-contractors and I must be handled
in a civil court with the advice of an attorney. This department will not mitigate any contract disputes.
Initial _
I understand that if I compensate any person or company for work performed they are required to be
licensed in this jurisdiction. If for some reason they do not possess a license,I may be responsible and liable for the
cost of the license. Initial WA__4—
I understand that if any person that is unlicensed and uninsured gets injured on my construction project-
they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and related medical
cost,which could include loss of wages during recovery from their injury. Initial 6A.S4.—
To qualify for this exemption under this subsection,an owner must personally appear and sign the building
permit application and initial the above.
I hereby acknowledge that I have read and understand the above disclosure statement and that I further
understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and
Zoning Dep ent to the Florida State Department of Professional Regulation. Signed and acknowledged on this
day of _of 20 .
Owner/Builder Signature
i
STATE OF FLO I A
COUNTY OF 1 IF,
The foregoing inst ent as acknowledged before me this_ day of 201'Z,
by r who is personally known to me,or who has
produced L. f as identification.
ll ,JSEI�
Signature of Notary Type or Print Name of Notar (Seal)
Title:Notary Public Commission Number EF1� /r�
SLCPDSD Revised 05/15/2014 �d,,ar os iKAREN
ARrN S. N(C LJ
EN
Commission# FF 115637
F My Commission Expiies
June 12, 2018
R R W Building Consultants, Inc.
WConsulting and Engineering Services for the BFu' in*g1 ly
B P.O.Box 230 Valrico,FL 33595 Phone 813
C h
Florida Board of PrormiotW Engineers Cenificate of Aut ti 8112
ANk 71r
_0 4W
0
-othict Evalwifioii Repoa -151 0 t
Rej)ort A'
Date: Aprii --,, A^; 115 A1111
Product
to 0 Sub Category Manufacturer Product Name
Cate o
Plastpro Inc. Smooth I Wood Grain I White Wood Grain
Swinging
Exterior 5200 W.Century Blvd. Rustic I Mahogany
Exterior Door
Doors Assemblies Los Angeles,CA Series N Fiberglass Door
Phone 440.969.9773 Outswing-"Impacr
Scope: Product Evaluation report issued by R W Building Consultants,Inc.&Lyndon F.Schmidt,P.E.(System ID#1998)for
Plastpro Inc.,based on Rule Chapter No.61 G20-3, Method I D of the State of Florida Product Approval,Department of
Business&Professional Regulation.
RW Building Consultants and Lyndon F Schmidt,P.E.do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named
Umhadons.
I. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements
including the"High Velocity Hurricane Zone".
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing
or stucco.
3. When used in the"HVHZ!'this product complies with Section 1626 of the Florida Building Code and does not require an impact
resistant covering.
4. When used in areas outside of the"HVHZrequidng wind borne debris protection this product complies with Section 1609.1.2 of the
FBC and does not require an impact resistant covering.This product meets missile level V'and includes Wind Zone 4 as defined in
ASTM E 1996 and Section 1609.1.2.2 of the FBC.
5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction.
6. Site conditions that deviate from the details of drawing FL-15180.1 require further engineering analysis by a licensed engineer or
registered architect
7. This product meets water infiltration requirements for"HVHZ".
8. See drawing FL-15180.1 for size and design pressure limitations.
Supporting Documents.
1. Test Revort No. Test Stangard le_sdn-q Laboratory Sl-qned by
TEL 07-0223-1 TAS 201,202,203-94 Testing Evaluation Lab.,Inc. Wendell Haney,P.E.
TEL 01390365 TAS 201,202,203-94 Testing Evaluation Lab.,Inc. Lyndon F.Schmidt,P.E
ETC 07-209-19303.0 ASTM D2843-99,ASTM D635-98 ETC Laboratories Ben Meunier
ASTM D1929-96,ASTM D638-03
ETC 08-209-20609.0 ASTM D2843-99,ASTM D635-98 ETC Laboratories Gurjinder Dhami
ASTM D1929-96,ASTM D638-03
ETC 06-255-17412.0 ASTM E84-05 ETC Laboratories Joe Doldan,P.E.
ETC 05-255-16776.0 ASTM G26-95,D2843-99, D835-98, ETC Laboratories Joe Doldan,P.E.
D 1929-06,D638-03
2. Miami-Dade NOA Materials Testing
10-1209.01 HP Polypropylene
14-0423.16 Saftex PVB Interlayer(Eastman Chemical Co.)
3. Drawing No. Prepared by Signed&Sealed by
No.FL-15180.1 RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt P.E.
4. Calculations
Prepared by %� Signed&Sealed by
Anchoring RW Building Consultants, Inc.(CA#9813)
ASTM E1300 Glass Load Lyndon F.Schmidt,P.E. E "I.. Lyndon F.Schmidt,P.E.
5. Quality Assurance VS
Certificate of Participation issued by National Accreditation and 4zr 4,3 4 a 9
Management Institute,certifying that Plastpro Inc,is manufacturing products
within a quality assurance program that complies with ISOIIEC 17020 ane,
Guide 53.
Lyndon F.Schmidt,P.E.
IF
FL PE No.43409
4/24/2015
Sheet I of 1
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5200 W. CENTURY BLVD. ��"— FRAME WIDTH
LOS ANGELES, CA 90045 zp
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GENERAL NOTES �d
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1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code < 3 m
(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). N w
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2. Product anchors shall be as fisted and spaced as shown on detafis.Anchor embedment to base material �0, nn
shall be beyond wall dressing or stucco. o E
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3. When used in the"HVHZ"this
product compiles with Section 1626 of the Florida Building Code and does not
require an impact resistant covering. m
4. When used In areas outside of the'1iVHT'requiring wind bome debris protection this product complies with
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Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile fy
level"D"and includes Wind Zone 4 as defined in ASTM El 996 and Section 1609.1.2.2 of the FBC. a
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5. For 2x stud fram construction,anchoring of these units shall be the some as that shown for 2x buck a o
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masonry construction. W V)
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6. Site conditions that deviate from the details of this drawing require father engineering analysis by a o ar
licensed engineer or registered architect.
7. Outswing configurations meet water infiltration requirements forHVHZ". i
TABLE OF CONNKFS N a 4
SHEET B DESCWTION
1 Typical elevation,design pressures,S general notes 0 0
2 Door panel details and glazing detail z a
3 Horizontal cross sections OVEMU, OVERALLGLASS D016N PRESSURE(PSI-) DATE 02121112 i
4 Vertical cross sections ff[AlN! O.Ld.: TYPE ScALE: N.T.S. °
5 Buck and frame anchoring-2X buck masonry construction WMENSION OfMLNS1CtN F OSRLVE FlEGA1TVE
tuarc.BY: JK m'
6 Frame anchoring-1 X buck masonry construction BY.. LFS 3
37.50"X 80.50" 20.50"X 62.63" G1 +50.0 -50.0
7 Bill of materials 6 components BarDRA aroHe Ho
FL-15180.1 a
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MANDFACIVI R MODS.
STRUCTURAL SIUCINE(DOW 995) 5/8"GLASS BRE
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N N0 DATE BY Phone No.: 813.659.9197
REVISIONS FBPE CA No. 9813
0 2012 R.W.BUILDING CONSULTANTS INC.
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FIBERGLASS DOOR
.oIr- --I PART OR ASSEMBLY: KBUILDING CONSULTANTS, INC.
Iv p y x to N 1 4 22 15 UPDATE TO SiFi ED. (2014 FBC JK VERTICAL CROSS SECTIONS ✓I�YY P.O. Box 230, ValAco, FL 33595
NO DATE BY Phone No.: 813.059.9197
REVISIONS FBPE CA No. 9813
®201 2 R.W.BUILDING C-ULTANTB INC.
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BUCK ANCHORING STRIKE JAMB FRAME ANCHORING HINGE JAMB W N
Masorry 2X buck construction
CONCRETE ANCHOR NOTES: ai
LL 1.Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortar joints.
3 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to
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maintain the min.edge distance to mortar joints,additional concrete anchors z
may be requked to ensure the'MAX.ON CENTER"dimension are not exceeded. m
3. Concrete anchor table: M 9 w =
_ ANCHOR ANCHOR MIN, MIN'CILEARANCE MIN.CLEARANCE K N o
EMBEDMENT To MASONRY TOADJACENC : 1JQ ^o u
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TYPE 517 EDGE ANCHOR z m
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TAPCON� Tj4 T-1/1' 2" 4" Z7 M 11 SCALE: N.T.S. 9
ELCO owc.ac JK m
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ULTRACON 114' 1-1/V1" 4" CHK DWG.
LFS 3
WOOD SCREW INSTALLATION NOTES: -C � NO a
N
s 1.Maintain a minimum 5/8"edge distance,I"end distance,d 1"o.c.spacing A DEADBOLT DETAIL HINGE DETAIL ng of FL-15180.1
b wood screws to prevent the splitting of wood.
c —stir 5 or 7 "
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CONCRETE ANCHOR NOTES:
u LATCH i DEADROLf DETAILd b
1.Concrete anchor locations at the comers maybe adjusted to maintain the min. W (nedge distance to mortar joints. n
2. Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to «
LL maintain the min.edge distance to mortar joints,additional concrete anchors
6" may be required to ensure the MAX.ON CENTER"dimension are not exceeded.
3. Concrete anchor table: i
ANCHOR ANCHOR MIN. AitFf.CLEARANC> MIN.CLEARANCE -
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8 TO MASONRY TO ADJACENT w ?
TYPE SIS` EMBI DMI NT EDGE ANCHOR Z o tz
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2 ELCO oAr-02121112 z
3 ULTRACON® 1J4" 1.1 j4" t" 4" SCALE: N.T.S. 9
s fiAITW 3/16" 1-1/4" 3" 1-1/2" DWG.BY: JK m
cHk BY. LFS 3
WOOD SCREW INSTALLATION NOTES: DPAWNG NO, rc
1.Maintain a minimum 318"edge distance,i"end distorrce,&I"o.c.spacing of FL-15180.1 "
wood screws to prevent the splitting of wood. °a
sHEET 6 of 7 a
BILL OF MATERIALS `\\\A . in
Mi 0 DESCdM6oN MAT&M JlG�1
A 1X BUCK SG>=0.55 WOOD
B 2X BUCK SG>=0.55 WOOD im, o
C 1/4"MAX.SHIM SPACE
D 1/,C'X 2-3/4"PRi ELCO OR ITW CONCRETE SCREW STEEL 4.56" e. .••• �• >>ri a
E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE �'��i� 1 �`��` o z°
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 " "
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G 13/16"X 3-1/e PFH ITW CONCRETE SCREW STEEL h E _i v
H 1/4"x 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL `o a
J Ile X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL ,: m o `a
K #9 X 2-1/2"PFH WOOD SCREW STEEL iy 2.36"— ---2.2 \ , c=
L #8 X 2-1/7'PRH WOOD SCREW STEEL v gg gg°
M #8 X 2"PFH WOOD SCREW STEEL 20 HEAD a SIDE 8 1a
7 FORCE 5 WEATHERSTRIPPING BY ENDURA FOAM lamb
8 COMPRESSION WEATHERSTRIP QLON 650 BY SCHLEGEL FOAM
9 ("X 4"BUTT HINGE STEEL V)
10 #9 X 1"PFH WOOD SCREW STEEL 30 5I"
11 #9 X 3/4"PRH WOOD SCREW STEEL 2;
20 FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS WOOD �" 4.56" ^ 1x(j
21 POLY FIBER JAMB COMP./VINYL I g o
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27 LATCH STRIKE PLATE STEEL a W J43
28 DEADBOLT STRIKE PLATE STEEL r m
a 29 OUTSWING THRESHOLD BY DLP ALUM./WOOD
40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS I
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21 HEAD a
� Poly fiber Iamb
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