HomeMy WebLinkAbout151 Sand Pine Cir (2)F _3 CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: 337
n
Documented Construction Value p
Historic District: Yes , No d
Parcel ID: Zoning:
Description of Work: _ SaoT (f pdQrii74 7o' Gki`J t. 4- Da.`o e4
PI nRevieCo n actiPerso Title:
Lhone. Fax: E-mail:
Property Owner Information
Name hg2la 'qzC.", , Phone: 407 792 79.55,7
Street: /5/ S,o.'1d 1-91`10 C""Cz;' Resident of property? : AfS City,
State Zi773 Contractor Information
Name Street:
City,
S
Phone: Fax:
State
License
No.: s Arch
itect/Engineer Information Name: SK/
C DnSvLt,' LLC. Phone: 4(7 6647 Street: Co
4,e 14 Ode.y e 440" 13 Fax: City, St,
Zip: 0(2G4 n/ r2o 3280/ E-mail: Bonding Company:
Address: Mortgage
Lender:
Address. =Y
v4R+4 ^ft^Y 9... +,• PERMIT INFORMATION
1=l.'l .1wi' WyVR• Building Permit
Square Footage:
Construction Type: No. of
Dwelling Units: Flood Zone: Electrical Plumbing
New, Service --
No. of AMPS: Mechanical (Duct
layout required for new systems) No. of
Stories: New Construction -
No. of Fixtures: Fire Sprinkler/
Alarm No. of heads:
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. ,
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.
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.
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.
Owner/Agent is
Produced ID
APPROVALS:
COMMENTS:
w fee. 'A copy of the executed contract is required in order
itract is not submitted, we reserve the right to calculate the
vels. Should calculated charges exceed the documented
miffed, credit will be applied to your permit fees when the
Personally Kown to Me or
Type of ID L
ZONING: UTILITIES:
ENGINEERING:
Signature of Contractor/Agent Date
FIRE:
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
Contractor/Agent is
Produced ID
Personally Known to Me or
Type of ID
WASTE WATER:
BUILDING:
Rev 11.08
OWNER BUILDER STATEMENT/AFFIDAVIT
Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for
homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities.
OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT
BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement)
I understand that state law requires construction to be done by a licensed contractor and have applied for
an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of
the property listed, may act as my own contractor with certain restrictions even though I do not have a
HN license.
I understand that building permits are not required to be signed by a property owner unless he or she is
H'"I
responsible for the construction and is not hiring a licensed contractor to assume responsibility.
I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I
may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed
in his or her name instead of my own name. I also understand that a contractor is required by law to be
Ar` licensed in Florida and to list his or her license numbers on all permit and contracts.
I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I
may also build or improve a commercial building if the costs do not exceed $75,000. The building or
residence must be for my own use or occupancy. It may not be built or substantially improved for sale or
lease. If a building or residence that I have built or substantially improved myself is sold or leased within
in 1 year after the construction is complete, the law will presume that I built or substantially improved it
for sale or lease, which violates this exemption.
I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise
persons working on my building or residence. It is my responsibility to ensure that the persons whom I
employ have the licenses required by law and by city ordinance.
I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an
owner -builder permit that erroneously implies that the property owner is providing his or her own labor
and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any
injuries sustained by an unlicensed person or his or her employees while working on my property. My
homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -
builder and am aware of the limits of my insurance coverage for injuries to workers on my property.
I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is
not licensed to perform the work being done. Any person working on my building who Is not licensed
must work under my direct supervision and must be employed by me, which means that I must
comply with laws requiring the withholding of federal income tax and social security contributions
v1 under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation
1 for the employee. I understand that my failure to follow these laws may subject me to serious financial
risk.
Rev. 9.14.2009
I agree that, as the party legally and financially responsible for this proposed construction activity, I will
ahirla by all annlinahle laxxrc anti renmramantc that onxiAm nxxinar-hnilrlare ae xxiall ac-mnlnvarc T alen
understand that the construction must comply with all applicable laws, ordinances, building codes, and
l
zoning regulations.
M(O I am of aware of construction practices and I have access to the Florida Building Codes.
I understand that I may obtain more information regarding my obligations as an employer from the Internal
Revenue Service, the United States Small Business Administration, the Florida Department of Financial
Services, and the Florida Department of Revenue. I also understand that I may contact the Florida
Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for
A more information about licensed contractors.
I am aware of, and consent to, an owner -builder building permit applied for in my name and understand
l_ {
that I am the party legally and financially responsible for the proposed construction activity at the address
listed below.
I agree to notify the building department immediately of any additions, deletions, or changes to any of the
n n
IV
information that I have provided on this disclosure or in the permit application package.
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person
who does not have a license, the Construction Industry Licensing Board, the Department of Business and
Professional Regulation and the building department may be unable to assist you with any financial loss
that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in
civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an
individual or firm is injured while working on your property, you may be held liable for damages. If you
obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying
Hwhether the contractor is property licensed and the status of the contractor's workers' compensation
N\ coverage.
Property IIS1 n-e_ C' rJ -&
I, Liar T-c nc. 14', C.q& 1 1 , do hereby state that I am qualified
and capable of performing the requested construction involved with the permit application filed and agree to the
conditions specified above.
Signature ot_QwPer-Builder
Form of Identification
Must be Photo ID)
Date
A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment
not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local
permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy
for unlicensed activity against the owner and any person performing work that requires licensure under
the permit issued.
Rev. 9.14.2009
Revision City of Sanford
Response to Comments ' FY c Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
MAY 112018 1 Email: building@sanfordfl.gov
ti Y:
SubmittaatePermit # 7/%o
Project Address: ,5/
Contact:
Ph: l,`t' O% -% ?' — 7q,5/ Fax:
Email: mo.rk ^oa._ loam 10(2 a-01-C.bm
Trades encompassed in revision:
P Building
Plumbing
Electrical
Mechanical
Life Safety
Waste Water
Department
Utilities
Waste Water
Planning
Engineering
Fire Prevention
Building
General description of revision:
ROUTING INFORMATION
Approvals
Page 1 of 1
16-337151Sand Pine Cir (Res... 1 / 1 i rr X
CITY OF SANFORD
BUILDING AND FIRE PREVENTION DIVISION
300 N. PARK AVENUE
SANFORD, FLORIDA 32772
PHONE: 407.688.5150
FAx: 407.688.5152
PLAN REVIEW COMMENTS
Application Number: 16-337
Date: January 31, 2016
Contact Person:
Contact Fax Number:
Contact E-mail Address: michell rubenh(4bellsouth.net
Project Description: Residential Alteration
Job Address: 151 Sand Pine Circle
The following is a list of the areas of the submitted plans that contained violations of the codes adopted by
the City of Sanford and enforced by the Building Division. The violations noted must be addressed before
the plans can be approved. Changes to plans shall be submitted on the same size format as the original
submittal. Changes to construction documents that require an Architect or Engineer's seal must be
submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental
information as requested.
1. Signed and sealed engineered plans are required for the proposed work, designed to meet wind load
requirements. Please reference the Submital Checklist again — all applicable information is required to be
on the drawings, including Wind Design data per FBC 1603.1.4.
FBC 107, Submittal Guidelines
No review has been conducted **
Any error or omission in this plan review shall not be construed to grant approval of any violation of any of
the adopted codes or municipal ordinances of this jurisdiction.
Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at
steve.fiona@sanfordfl.gov .
Respectfully,
Steve Fiorey
Residential Plans Examiner
M
https://us-mg4.mail.yahoo.com/neo/l*e—blank 1/31/2016
REQUIRED INSPECTION' SEQUENCE
nnIP4.'. i/ z z 7
i ] N;,I L 1P1L4 l iC'
M xc 1ns ectnon >ID'escri tnonn
Q Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab [Mono Slab Prepour
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls,
O Sheathing— Roof
O Roof Dry In
Framer
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Wmdow-
Final Screen.Room
Final. Pool Screen Enclosure
Mobile Home Building Final
Pre -Demo
Final Demo
Final Single Family Residence -
Final. Building (Other)
Addrecs: /tirf A-t. o-A
MIln Max Inspection )IDescrl tnon
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
W "..4V+h`LLL1me 4tl(4Yu1 tli • - • `•••
d ..x.. s.. r. w r. 1 „ ` a+i . x i as CIO j!:!
MIln M'axc Inspection 1(Descri tnon
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
ME-CffA MAL IPERMQT
MnnI Max I I<nnsnDectnonn IlDescnrnntian
Mnn I maxi
Mechanical Roug
Mechanical Final.
Gas Unde
Gas Roug
Gas Final
P. E*rS1EpD: June 2014
MAP OF SURVEY
DESCRIPTION '
LOT 45, HIDDEN LAKE VILLAS, PHASE II, AS RECORDED IN PLAT BOOK 27, PAGES 1 AND 2,
PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
FND. 1/2" IR
NOJ 7
0.2'
in
Q 0.4'
0.3
TAX PARCEL 10340
NOT PLATTED
N 44'00' 15" E 58.33' PLAT FND. 1/2" IR
N 43'58'30" E 58.33' MEAS PNOI
10' D.E. & U.E.
6' WF
LOT 45
4'
M CP
z 18.3'
LOT 44 3
1 STORY BLOCK
Z N ADDRESS # 151
ui d COV'D.
3.3' d CONC.
Z Z 27.6' '0; 15.1'
a ;3' CW.••,'.
0.4'
FND. 1/2"
PSM 3382
76.66' PLAT
T
76.54' MEAS
FND. 5/8" IR
LB 4475
i to
N
N 44'00' 15" E
N 43'48'59" E
FND. 1/2"
NO#
47.05' PLAT C 1
47.20' MEAS
SAND PINE CIRCLE (50' R/W)
Q,=08*38'52"
R=75.00'
L=11.32'
CHORD
11.31 ' PLAT
N 50'49'05" E
1 1.18' MEAS
ZZ
FND
NO#.
5/8" IR
0 .
SC27-2—LOT45 NOTE+ UNDERGROUND UTILITIES AND FOUNDATIONS HAVE NOT BEEN SHOWN,
VDARY SURVEY CERTIFIED TOI MARTINA BELEN MICHELII EMBRACE HOME IFIELD DAVS, INC.; ITS SUCCESSORS AND/OR ASSIGNS AS THEIR INTERESTS MAY SCALE,V =EAR; BROKERS TITLE OF LONGWOOD I LLC COMMONWEALTH LAND TITLE
THIS BUILDING/LOT IS IN FLOOD ZONE X, BASED ON FLOOD INSURI
LEGEND IR -IRON ROD
BC - BACK OF CURB
L - ARC LENGTH
CALC - CALCULATED
LB - LICENSE BUSINESS
CENTERLINE
MEAS - MEASURED
MS - METAL SHED
CENTRAL ANGLE N&D - NAIL & DISK
CLF - CHAIN LINK FENCE ERIp - NUMBER
CONCRETE OHE - OVERHEAD ELECTRICAL
CBW - CONCRETE BLOCK WALL OL - ON LINE
CM - CONCRETE MONUMENT POO - POINT OF BEGINNING
CP - CONCRETE PAD POC - POINT OF COMMENCE& CW - CONCRETE WALKWAY PC - POINT OF CURVATURECOVO - COVERED
pp _POWER POLEDESC - DESCRIPTION P&M - PLAT & MEASUREDDDRIVEWAYR - RADIUS DE
E - EASEMENT R/W - RIGHT OF WAY EASEMENTESMT -EASEMENN T T1'
P _.TYPICAL E/
P - EDGE OF PAVEMENT FFE
FINISHED FLOOR UE -
UTILITY EASEMENT ELEVATION
UB - UTILITY BOX FND -
FOUND IP -
IRON PIPE WF -
WOOD FENCE GUY
WIRE ANCHOR LOT
46 BEARING
STRUCTURE BA 0070
F. CITY OF M.
A.P. Land
Surveying, Inc. 2014
SED
ON+ 7HE, "Um THNEST RIGHT
OF WAY LINE DF SAND PINE CIRCLE. 016
Curry Ford Rd. Suite
C Orlando
Fl. 32812 Andrew Perry, P.S.M. PH.
407 896 4557 Professional Surveyor & Mapper #6124 FAX
407 277 3778 'NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED
SEAL, OR THE ELECTRONIC SIGNATURE AND SEAL r.
Com LB #7084 OF THIS FLORIDA LICENSED SURVEYOR AND MAPPER.'. I
RECORD COPY
GENERAL IONDITIONS
1 IT IS THE INTENT OF THE DESIGNER THAT THIS WORK BE IN CONFORMANCE WITH ALL
REQUIREMENTS OF THE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF
CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORK IN
CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS.
2 ALL DETAILS AND SECTIONS SHOWN .ON THE DRAWINGS ARE INTENDED TO BE TYPICAL
AND -SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE
WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.
3 DIMENSIONS INDICATED ON THE DRAWINGS IN REFERENCE TO EXISTING CONDITIONS ARE
THE BEST AVAILABLE DATA OBTAINABLE, BUT ARE NOT GUARANTEED. BEFORE
PROCEEDING WITH ANY WORK DEPENDENT UPON THE DATA INVOLVED, THE CONTRACTOR
SHALL FIELD CHECK AND VERIFY ALL DIMENSIONS, GRADES, LINES, LEVELS, OR OTHER
COND111ONS OF LIMITATIONS TO THE SITE TO AVOID CONSTRUCTION ERRORS. IF ANY
WORK IS PERFORMED BY THE CONTRACTOR OR ANY OF HIS SUBCONTRACTORS PRIOR TO
ADEQUATE VERIFICATION OF APPLICABLE DATA, ANY RESULTANT EXTRA COST FOR
ADJUSTMENT OF WORK AS REQUIRED TO CONFORM TO EXISTING UMITATIONS SHALL BE
ASSUMED BY THE CONTRACTOR WITHOUT REIMBURSEMENT OR COMPENSATION BY THE
OWNER.
CONTRACTOR NOTES:
1 THE CONTRACTORS RESPONSIBILITIES INCLUDE:
A. INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND
PROGRAMS IN CONNECTION WITH THE WORK.
B. DETERMINING ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF
THE PROJECT AND ITS COMPONENT PARTS DURING ERECTION.
C. SHORING, BRACING, TYING DOWN AND SECURING STRUCTURE AS REQUIRED
D. JOB SITE SAFETY.
E. THE SAFETY OF THE EXISTING STRUCTURE DURING CONSTRUCTION
2 THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAVING VISITED THE SITE AND
HAVING FAMILIARIZED HIMSELF WITH ALL EXISTING CONDITIONS. THIS INCLUDES FIELD
VERIFYING ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS.
ANY QUESTIONS OR DISCREPANCIES FOUND WITH REGARD TO THE DRAWINGS SHALL BE
BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD BEFORE START OF WORK.
3 IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND UNDERSTAND ALL OF THE
CONSTRUCTION DOCUMENTS, SPECIFICATIONS, MANUFACTURER'S INSTALLATION
INSTRUCTIONS AND APPLICABLE CODES PRIOR TO START OF WORK.
4 THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR THE MEANS AND METHODS OF
CONSTRUCTION OR FOR RELATED SAFETY PRECAUTIONS AND PROGRAMS.
CAST -IN -PLACE CONCRETE/GROUT
1 ALL CONCRETE WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE ACI BUILDING
CODE (ACI 318), THE ACI DETAILING MANUAL (ACI 315), AND THE SPECIFICATIONS FOR
STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301) - LATEST EDITIONS.
2 ALL CONCRETE SHALL BE READY MIX AND MEET THE FOLLOWING REQUIREMENTS:
A. A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. `
B. SLUMP FOR MASONRY GROUT SHALL BE 8" TO 11" AND 4" TO 6" AT ALL OTHER
CONDITIONS.
C. CONCRETE SHALL HAVE 3 PERCENT AIR ENTRAINMENT.
D. ALL CONCRETE TO HAVE MAXIMUM WATER/CEMENT RATIO OF 0.55.
E. JOBSITE WATER SHALL NOT BE ADDED.
F. CEMENT SHALL BE PORTLAND CEMENT, TYPE I.
3 REINFORCING SHALL BE ASTM A615, GRADE 60 (DEFORMED) AND FREE OF RUST, MILL,
SCALE AND OIL.
4 REINFORCING BARS IN CONCRETE SHALL BE LAPPED AT 30 BAR DIAMETERS.
5 PROVIDE 15 BENT BARS AT FOUNDATION CORNERS WITH 2'-0' LEGS.
6 WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A 185, UNLESS OTHERWISE SPECIFIED.
PLACE FABRIC 2" CLEAR FROM TOP OF THE SLAB IN SLAB ON GRADE AND SUPPORT ON
SLAB BOLSTERS SPACED AT 2'-0" O.C.
WOOD CONSTRUCTION
2
3
4
DESIGN CRITERIA
5
1 ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF
THE FLORIDA BUILDING CODE. 5TH EDITION (2014r FIDENTIAL; FLMDA BUILDING 6
CODE. 57H EDITION (2014} EXISTING BLIA.DING AND ANY MORE STRICT STANDARDS
IMPOSED BY THE GOVERNING BODY HAVING JURISDICTION.
2 DEAD AND LIVE LOADS
DEAD LIVE
ROOF 10 PSF 20 PSF
3 WIND LOAD
7
ULTIMATE DESIGN WIND SPEED, VALT (3-SECOND GUST) = 140 MPH
8
NOMINAL WIND SPEED, VAm (3-SECOND GUST) = 108 MPH
RISK CATEGORY = II
WIND EXPOSURE = C
ENCLOSURE CLASSIFICATION = ENCLOSED
COMPONENTS AND CLADDING: SEE COMPONENT AND CLADDING WIND PRESSURE
SCHEDULE, THIS SHEET
FOUNDATION
1 THE FOUNDATIONS HAVE BEEN DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE
OF 2000 PSF, AS ALLOWED BY TABLE 1806.2 OF THE FBC. SOIL SHALL BE COMPACTED
SO AS TO ACHIEVE THE ALLOWABLE SOIL BEARING CAPACITY USED IN THE DESIGN.
2 BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE MINIMUM 12 INCHES BELOW EXTERIOR
FINISHED GRADE, UNLESS NOTED OTHERWISE.
3 EXCAVATION AND BACKAU:
A. ALL EXCAVATION SHALL BE KEPT DRY. EXCAVATE TO DEPTHS AND DIMENSIONS
INDICATED. TAKE EVERY PRECAUTION TO GUARD AGAINST ANY MOVEMENT OR
SETTLEMENT OF ADJACENT STRUCTURES, UTILITIES, PIPING, ETC.
B. PROVIDE ANY BRACING OR SHORING NECESSARY TO AVOID SETTLEMENT OR
DISPLACEMENT OF EXISTING FOUNDATION OR STRUCTURES.
4 ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS MUST BE
VERIFIED AND COORDINATED BY THE CONTRACTOR BEFORE PROCEEDING WITH THE
CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK.
ALL STRUCTURAL WOOD MEMBERS SHALL BE SOUTHERN PINE (SP) SPECIES, No.2 GRADE,
UNLESS NOTED OTHERWISE. ALLOWABLE DESIGN STRESSES SHALL FOLLOW NATIONAL
DESIGN SPECIFICATIONS (NDS), LATEST EDITION. ALL WOOD IN CONTACT WITH
MASONRY/ CONCRETE OR EXPOSED TO EXTERIOR CONDITIONS SHALL BE PRESSURE
TREATED (PT). PROVIDE SP ACQ PRESSURE TREATED (P.T.) LUMBER IN ACCORDANCE
WITH AWPA STANDARDS TO A MINIMUM 0.40 PCF RETENTION.
ALL STRUCTURAL WOOD MEMBERS ARE DESIGNED AS "DRY -USE". MOISTURE CONTENT
MUST BE 19% OR LESS.
ALL METAL CONNECTORS IN CONTACT WITH PRESSURE TREADED LUMBER SHALL BE
GALVANIZED CONFORMING TO ASTM A653 CLASS G-185. ALL FASTENERS USED V41H
PRESSURE TREATED LUMBER SHALL BE HOT -DIPPED GALVANIZED CONFORMING TO ASTM
A153 CLASS D. ELECTROGALVANIZED FASTENERS SHALL HAVE A CLASS RATING PER
ASTM 9695 NO LESS THAN 55. ALUMINUM NOT TO BE USED IN DIRECT CONTACT WITH
ACQ TREATED LUMBER.
ALL NAILS, SCREWS, BOLTS AND MISCELLANEOUS FASTENERS SHALL BE GALVANIZED AND
WATER/CORROSION RESISTANT. NAILS SPECIFIED ARE TYPE: COMMON, FS FF-N-105.
BOLTS SPECIFIED ARE ASTM A307, GRADE A WITH ASTM A563 HEX NUTS AND FLAT
WASHERS, UNLESS NOTED OTHERWISE.
CONNECTIONS AND FASTENERS SHALL BE PER FLORIDA BUILDING CODE, TABLE 2304.9.1
FASTENING SCHEDULE, UNLESS NOTED OTHERWISE.
HOLES/ LEAD HOLES FOR:
BOLTS 1/32" TO 1/16" > BOLT DIAMETERS
LAG SCREWS - SHANK SAME DIAMETER AS SHANK
LAG SCREWS - THREADED PORTION + 50% OF DIAMETER
WOOD SCREWS - SHANK 7/8 DIAMETER AS SHANK
WOOD SCREWS - THREADED PORTION 7/8 OF DIAMETER
NAIL < 75% OF DIAMETER
ALL LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED GRADING
AGENCY.
STORE WOOD FRAMING MEMBERS ABOVE GROUND AND UNDER TARPS WITH PROPER AIR
CIRCULATION, IN SUCH A WAY TO PREVENT MOISTURE DAMAGE.
ROOF WIND PRESSURE (PSF) VASD
COMPONENTS AND CLADDING
EFFECTIVE WIND
AREA (SQ. FT.)
ROOF AREA
1 2 3
10 12.60/-32.15 12.60/-38.67 12.60/-66.81
20 11.95/-30.84 11.95/-36.05 11.95/-61.02
50 11.08/-29.11 11.08/-32.59 11.08/-53.24
100 10.43/-27.81 10.43/-29.98 10.43/-47.36
OVERHANGS 10.86/-47.79 10.86/-80.37
NOTES:
1 +: INDICATES NAND PRESSURE
INDICATES WIND SUCTION
3. WALL DISTANCE A = 3.0 FT (COMPONENTS AND
CLADDING)
4. FOR EFFECTIVE WIND AREAS BETWEEN THOSE GIVEN
ABOVE THE LOAD MAY BE INTERPOLATED, OTHERWISE
USE THE LOAD ASSOCIATED WITH THE LOWER
EFFECTIVE WIND AREA ROOF PLAN
DOOR & WINDOW WIND PRESSURE (PSF)
VASD COMPONENTS AND CLADDING
EFFECTIVE WIND
AREA (SQ. FT.)
WALL AREA
4 5
10 25.63/-27.81 25.63/-34.32
20 24.48/-26.65 24.48/-32.01
50 22.95/-25.12 22.95/-28.96
100 21.80/-23.97 21.80/-26.65
NOTES:
1. +: INDICATES WIND PRESSURE
INDICATES WIND SUCTION
2. WALL DISTANCE A = 3.0 FT
COMPONENTS AND CLADDING)
3. FOR EFFECTIVE WIND AREAS BETWEEN THOSE GIVEN
ABOVE THE LOAD MAY BE INTERPOLATED, OTHERWISE
USE THE LOAD ASSOCIATED WITH THE LOWER
EFFECTIVE WIND AREA WALL ELEVATION
SANFORD BUILDING DIVISION
EVIEWED POR CODE COMPLIANCE A PERMIT 196UED SHALL BE CONSTRUED TO BE
Sr _ LICENSE TO PROCEED WITH THE WORK AND NOT
PLANS EXAMINER AUTHORITY TO VIOLATE, CANCEL, ALTER OR 8E
ASIDE ANY OF THE PROVISIONS OF THE TECHNIC
CODES, NOR SHALL ISSUANCE OF A PERMIT PREV
DATE THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLAN
CONSTRUCTION OR VIOLATIONS OF THIS CODE
D #
16-337
0. 6 43 ; 4
S7A ; F
FLORIDA;P.E. •No.',76843
WUliam T. Domanski
225 E Harding St.
Orlando, FL 32806
p) 407.601.5978, WDomonskiftFl.m.com
OE:
C'3 z
E w
z124
cW7
DUTN BY. 1 DUWM No-
mW68'D BY.
W*T.D.
APPBOM BY:
P.T.D.
scuts too
AS NOTED
ce3r-
r- cq
m
y
0
EXISTING CMU
DEMISING WALL
EXISTING C
DEMISING W
FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
CONT. P.T. 2x6 BLOCKING
SCALE: 1/4" = 1'-0" u
TING
NG/
ROOM AREA
EXISTING CMU
WALLS
FOUNDATION PLAN NOTES: Pilliam,Tfiomas ! DomaIIski
1 SEE THE GENERAL NOTES ON SHEET S1.0. ALL NEW WORK SHALL CONSIST OF THE
ADDITION OF A NEW ROOF OVER THE EXISTING CONCRETE PATIO AND SUPPORTINGy\c S
FRAMING, ONLY. ••
J r1
2 ALL WOOD SHALL BE PRESSURE TREATED (P.T.) INCLUDING 2x & 4x SAWN LUMBER
AND ROOF SHEATHING. ALL FASTENERS AND HARDWARE SHALL BE GALVANIZED. ' " •
S A F '
3 TOP OF EXISTING PATIO SLAB ELEVATION = 0'-0". THIS IS FOR REFERENCE ONLY.
4 PROVIDE A 1'-0"x1'-0"x2'-4" DEEP FOOTING AT EACH WOOD POST. TOP OF
FOOTING ELEVATION = 0'-0". SEE SECTION FOR ADDITIONAL INFORMATION. FlARI Q {P ;A.r Nb:A76843
5 PROVIDE TWO (2) NEW 4x4 W000 POSTS AS INDICATED ON PLAN. PROVIDE A NRttlam T. Domanskl
SIMPSON BASE CONNECTION AS INDICATED ON SECTION, TYPICAL. INSTALL BASE 225 E Harding St.
Orlando, FL 32806
CONNECTION WITH ALL FASTENERS REQUIRED PER MANUFACTURER'S INSTRUCTIONS. (p) 407.601.5978, WDomonski®cfl.rr.com
6 CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, STEPS, ETC. PRIOR TO START
OF WORK. IF A DISCREPANCY IN NOTED, CONTACT THE ENGINEER OF RECORD FOR CQ
ADDITIONAL INSTRUCTIONS.
ROOF FRAMING PLAN NOTES:
U
1 NEW ROOF FRAMING SHALL CONSIST OF 2x RAFTERS SPACED AT 1'-4" O.C.
PROVIDE CONTINUOUS BLOCKING OVER BEAM AND AT MID SPAN OF RAFTER.
PROVIDE TWO (2) 16d NAILS AT EACH END OF BLOCKING INTO RAFTERS. O v
ADDITIONALLY, AT BLOCKING OVER 2x8 BEAM, PROVIDE (2) 16d NAILS, TOE -NAILED
INTO TOP OF BEAM. SEE PLAN AND SECTION FOR ADDITIONAL INFORMATION.
2 SEE PLAN FOR BEAM CALL -OUT OF CONTINUOUS P.T. 2x BEAMS. FASTEN BEAMS
PER SECTION. SEE PLAN FOR TOP OF BEAM ELEVATION.
cz
G4
3 PROVIDE Y2° PRESSURE TREATED (P.T.) EXTERIOR GRADE PLYWOOD, APA 24/16 RATED •
d
OVER RAFTERS. FASTEN SHEATHING TO SUPPORTS WITH 8d RING -SHANK NAILS AT 6"
O.C. AT SHEET EDGES AND 12" O.C. IN FIELD. PROVIDE ONE PLYWOOD CLIP PER SPAN
cn
BETWEEN SHEET EDGES. ALLOW 1/8" SPACE ALONG PANEL EDGES AND END JOINTS.
ALTERNATE P.T. 1x4 (or 6) TONGUE AND GROOVE PLANKS WITH (2) tOd RING -SHANK
NAILS AT EACH SUPPORT. V
4 PROVIDE FLASHING AT LEDGER AND TWO SIDES. PROVIDE DRIP EDGE AT OVERHANG OF
RAFTERS, or EQUAL.
A
5 SEE SECTION FOR ROOF PITCH. ao
CONT. P.T. 2x6 BLOCKING
MID -SPAN OF RAFTER
P.T. 2x6 RAFTERS
AT 1'-4" O.C.
CONT. P.T. 2x8
LEDGER
NEW ROOF OVER
EXISTING PATIO -
zpLIDiNc
SANF0RD EXISTING CMU
DEMISING WALL
16-337
EXISTING
STRUCTURE
a a
z P,
DUWN BY* DUWM No-
APPROXIMATE
PLAT BOUNDAR
RM D BY'
W.T.D.
Y ar.
KEY PLAN
T.D.
SEE PLOT PLAN FOR NEW N AS NOTED
CONSTRUCTION LOCATION
200
EXISTING CONT.
2x BRIDGING
K
PLYWOOD l
SHEATHING
I
T.O. LEDGER,6
EXISTING PREFABRICATED i
WOOD TRUSSES AT 24"
O.C.
I
EXISTING 2x4 STUDS AT j
24" O.C. - BETWEEN
EACH TRUSS
I
I
I
I
I
CONT. ANGLE FLASHING,
TYPICAL AT ROOF LINES
SIMPSON LSU26 RAFTER TO
LEDGER W/(5) 10dx1Y" NAIL`.
AT RAFTER & (6) 10d NAILS
AT LEDGER
J
CONT P.T. 2x8
LEDGER W/(2) No9.x
4Y' WOOD SCREWS
1:14 AT EACH VERTICAL,
12" O.C.
12
12.3
REMOVE SIDING AS REQUIRED
TO INSTALL LEDGER AND
r 7 r
Ca Ca
I FLASHING - REINSTALL
ry ry
CONFIRM EXISTING a 17
TRUSS IS ANCHORED TOE--
TOP OF MASONRY WALL Ca 1--4
ri ry
EXISTING MASONRY WALL
E7 E]
LJ 4-TT--
ri ri
r7 r7
Ca Ca
Ca I:a
r7 r7
Ca a
r7 r7
t7 Ca
r7 ry
a a
ry ry
a a
7 r7
a a
7 r
a t
i--
ry ry
a a
r7 r7
1-4 1-4
tea
PROVIDE SHINGLES TO MATCH EXISTING ROOF. INSTALL SHINGLES PER
MANUFACTURER'S INSTRUCTIONS INCLUDING ANY UNDER-LAYMENT REQUIRED.
ROOF PITCH IS LESS THAN 3:12. MANUFACTURER MAY REQUIRE A PEEL
AND STICK UNDER-LAYMENT, SEE SHINGLE MANUFACTURER'S WARRANTY
AND INSTALLATION INSTRUCTIONS.
ROOF SHEATHING,
SEE PLAN NOTES
P.T. 2x6 BLOCK
AT MID -SPAN
IF FAN IS TO BE MOUNTED TO UNDERSIDE
OF ROOF, PROVIDE DOUBLE 2x6 MOUNTING
BLOCKING BETWEEN RAFTERS AND A
DOUBLE 2x6 RAFTER EACH SIDE OF
MOUNTING BLOCKING. SCAB DBL. 2x6
RAFTER TOGETHER WITH 10d NAILS AT 12"
O.C. EACH SIDE. PROVIDE (2) SIMPSON
A35 EACH SIDE OF DBL RAFTER TO LEDGER.
EXISTING CONCRETE
SLAB ---\
P.T. 2x6 RAFTERS
AT 16" O.C.
SIMPSON H3
4"
4"
2) %"0 GALVANIZED
A307 THRU-BOLTS -
P.T. 4x4
WOOD POST
FOOTING SHALL BE PARTIALLY
UNDER EXISTING SLAB.
ENSURE NEW CONCRETE FREE
OF VOIDS AT AND AROUND
EXISTING SLAB ----\
REBAR SHALL HAVE 3" CLEARANCE FROM
SIDES & BOTTOM OF FOOTING AND 1Yz"
CLEARANCE FROM TOP OF FOOTING
FLARE BOTTOM PORTION OF
FOOTING OUT 3" EACH SIDE
FOR WIND UPLIFT
r_j" SECTION
O SCALE:3/4" = 1'-0" 3"
SQUARE
PROVIDE BIRD -MOUTH CUT AT
RAFTER FOR INSTALLATION
CONT. 2x P.T. BLOCKING
CONT. DRIP EDGE
T.O. BM
SEE PLAN
OVERHANG
P.T. 2x12 BEAM EACH
SIDE OF 44 WOOD POST
SIMPSON ABU44,
GALVANIZED POST BASE
0 A307 GALVANIZED ANCHOR
BOLT - or %"0 A36 THREADED
ROD. EMBED ANCHORS 8"
INTO CONCRETE
COMPACTED SOIL
L FOOTING REINFORCING,
4) #4 VERT. & (3) #3 TIES
V1LD//yG
SANFORD
0
A
16-337
0.
A OF
0,1
0,11
FLORID PI.Fj.I )y'p 1`76843
William T. Domanski
225 E Harding St.
Orlando, FL 32806
p) 407.601.5978, WDomanski®cfl.rr.corr
M
M
U
W Q
O
U
4-) a
clz b
co
1 cn
U
o
r
Aa
0
Ilk
A
z z
V
92
DBATN BY. I DUTM No--
v"'D BY:
W.T.D.
APPROM HY:
T.D.
1 300
EXISTING
PREFABRICATED
WOOD TRUSSES AT i
24" O.C. -
I
EXIST. PLYWOOD l
SHEATHING —
EXISTING w u
MASONRY WALL 0 _ o
OF HOME—ii--J u
r-1 r-7
u I
ry r—I
REMOVE SIDING AS REQUIRED TO INSTALL
LEDGER AND FLASHING -'REINSTALL
CONT. ANGLE FLASHING,
TYPICAL AT ROOF LINES
CONT P.T. 2x6 LEDGER W/ No9.x
3" WOOD SCREW AT EACH
VERTICAL, 16" O.C. MATCH
SLOPE OF RAFTER
P.T. 2x6 RAFTERS AT
16" O.C. FASTEN ROOF
SHEATHING TO RAFTERS
ROOF SHEATHING,
SEE PLAN NOTES
1 '- (3) NO.90" GALV. WOOD
SCREWS EACH SIDE, TYP.
1
6 _g" P.T. 2x4 WOOD BRACE
EACH SIDE OF POST
P.T. 4x4
WOOD POST,
SEE PLAN
CONT. 2x
BLOCKINC
WD BEAM EACH SIDE
OF WOOD POST, SEE
PLAN
SECTION
3. 1
SCALE:3/4" = V-0"
PROVIDE PEAL & SUCK FLASHING MEMBRANE BEHIND
MTL FLASHING TO PROVIDE WATER TIGHT SEAL
EDGE NAIL SHEATHING
TO THE BLOCKING CONT. ANGLE FLASHING,
ROOF LINES
TT+-R-
R===HTYPICALAT
r-1 r-t
CONT P.T. 2x6 LEDGER W/ u u
2) %"0 GALVANIZED V"O x 3Ya" TAPCONS AT u u
A307 THRU-BOLTS 16" O.C. MATCH SLOPE OF__
RAFTER u
I_I
G--I
r
u
u u
2) No.90)1 " GALV.
WOOD SCREWS
u
r7
w
0
r7
6' V ! I
r7 ry
P.T. 4x4 Li r 1
WOOD POST t-1
L
EXISTING CMU
DEMISING WALL
SANFORD
1 6 - 3 3 7
nuudlL \1}11LU LIdb :1JU=J1LL xi
01
7 84
TAT
OFALw
FLOREW P:E., I No:3 76843
William T. Domanskl
225 E Harding St.
Orlando, FL 32806
p) 407.601.5978, WDomanski®cfl.rr.com
i
nesxn f.
MMID By.
W.T.D.
reaas» sx:
W.T.D.
AS NOTE
4-4 4
O
O
O 0
a
a
co
vn
G .4
A
a
0
w
A
a
0Is.
Ha:
301
Z) 2.x az.
AWO. VLAs+f 1aG
qV511= .
j::ASF.I
Robf 14fwTioA 51C&OT4*
NrS
16" 0. c.
Cf AEU,l
MlA fbsl'
1
ISOMETRIC ELEVATION
SCALE: N.T.S.
ELEVATION PROVIDED BY:
Nayra Shehab
N Design, Interior Design, Inc.
fl..Yv-faon M'Yl l
44 54 4C,xES To
NFir
i.
5 [f.1 CR
0111 4::CPPeR MIQoD
4 ol 7>.T-
q- OF 4EW
Wo
f EXIST.
a
a
z
1. wow E- 4
IMU BY: MWWG No:
I
N.S.
stca'n aY:
SANFORD
reeav® eY:
O
PAR C'
1 5- 3 3 7 a7 As NOTED
4,,0
CQM
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: 1/12/2016
I hereby name and appoint:
an agent of.
Ray Henderson
Collis Roofing, Inc.
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):
J The specific permit and application for work located at:
150 Country Club Circle, Sanford, FL. 32771
Street Address)
Expiration Date for This Limited Power of Attorney:
License Holder Name: J. Douglas Lanier
State License Number: CCC058022
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF Seminole
The foregoing instrument was acknowledged before me this 12 day of January
200 16 , by J. Douglas Lanier who is i personally known
to me or who has produced as
identification and who did (did not) to
Signat re
Notary Seal)
jpy WILLIAMS
MEPHIE EE847705 COMMISSION2016Q`=
EXPIRES October 29, Noe',` otarN$eI .com
Florida
n07139"
BV 5_" Rev.
08.12) Stephanie
J. Williams Print
or type name Notary
Public - State of _ Commission
No. My
Commission Expires: Florida
1/15(2016 Florida Building Code Online
Florida Npar"entof BCIS Home I Login user Registration I Hot Topics I Submit Surcharge I Stats & Facts
Busines
Professi I USER:
Product Approval
Public User
Regulation
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL # FL11288-R13
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived O
NielBPR Division -17ACTI)SPR
LYJAN 261,116
Product Manufacturer CertainTeed Corporation -Roofing
Address/Phone/Email 18 Moores Road
Malvern, PA 19355
610) 651-5847
mark.d.harner@saint-gobain.com
Authorized Signature Mark Harrier
mark.d.harner@saint-gobain.com
Technical Representative Mark D. Harrier
Address/Phone/Email 18 Moores Road
Malvern, PA 19355
610) 651-5847
Mark. D. Harner@saint-gobain.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
O Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 07/03/2017
Validated By John W. Knezevich, PE
O Validation Checklist - Hardcopy Received
Certificate of Independence FL11288 R13 COI 2015 01 COI Nieminen.Ddf
Referenced Standard and Year (of Standard) Standard Year
ASTM D1970 2009
ASTM D226 2006
ASTM D4601 2004
ASTM D4869 2005
ASTM D6163 2000
ASTM D6164 2005
ASTM D6222 2008
ASTM D6757 2007
FM 4474 2004
http://www.floridabuilding.org/pr/pr app dfl.aspx?param=wGEVXQwtDgs6WGOndIUHYonUmKSG5yyaJM4c4BcWaVS6n13Hu3PBUQ%a3d%p3d 1/2
1/15/2016
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Summary of Products
Florida Building Code Online
FRSA/TRI April 2012 (04-12) 2012
TAS 103 1995
TAS 110 2000
Method 1 Option D
03/16/2015
03/24/2015
03/26/2015
06/22/2015
12/02/2015
FL # Model, Number or Description
Name
11288.1 CertainTeed Roof Roof underlayments for use below Approved prepared roof coverings.
Underlayments
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL11288 R13 II 2015 03 FINAL ER CERTAINTEED UNDERLAYMENTS FL11288-
R13.odfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: N/A Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-555.0 Created by Independent Third Party: Yes
Other: 1.) The DP in this application Evaluation Reports
pertains to a particular application for use FL11288 R13 AE 2015 03 FINAL ER CERTAINTEED UNDERLAYMENTS FL11288-
R13.Ddfinadhesive -set tile applications. DP is N/A
for underlayments installed beneath Created by Independent Third Party: Yes
mechanically attached prepared roof
covers. 2.) Refer to ER Section 5 for other
Limits of Use.
Back FNe.tl
Contact Us :: 1940 North Monroe Street. 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 mall. 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 emalis 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:
We]
CreditSAFECar
http://www.floridabuilding.orglpr/pr ppp U.aspx?param=wGEVXQwtDgs6WGOndlUHYonUmKSG5yyaJM4c4BcWaVS6nl3Hu3PBUQ%p3d%3d 212