HomeMy WebLinkAbout1701 Brisson Ave (2)CITY OF SANFORD PERNM APPLICATION
Permit No.: 01— Date:
Job Address: 1-7 0 1 r rms , 1+-r2
Permit Type: /— Building Electrical Mechanical Plumbing Fire Alarm/Sprinkler
Description of Work: 2 — i tk 1.
Additional Information for Electrical & Plumbing Permits
Electrical: Addition/Alteration _Change of Service Temporary Pole New AMP Service (# of AMPS )
Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional)
Plumbing/Commercial: Number of Fixtures i Number of Water & Sewer Drainage Lines Number of Gas Lines
Occupancy Type: _Residential Commercial _ Industrial Total Sq Ftg: 50X 5 Value of Work: S 18 GG
Type of Construction: .t.) Flood Zone: Number of Stories: Number of Dwelling Units:
Parcel No.:
Owner/Address/Phone: 1, o t 19r%Soel ,qu.t Contractor/
Address/Phone: 40 Z 3 62. — $S :V Attach
Proof of Ownership & Legal Description) State
License Number: Contact
Person: Phone & Fax Number: '-1 Qi 36Z —$ S3 / Title Holder (
If other than Owner): Address: Bonding
Company:
Address: Mortgage
Lender:
Address: Architect/
Engineer
Address: Phone
No.:
Fax No.:
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. 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. permit is
verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. 3 0
Date P
nt
Owner/Agent's N J` Z
Signature of
Notary -State of Florida to Melissa Cameron
20 dG
yCommission # DD079918 Upires Dec.
20, 2005 Bonded Thm
3% Atlantic
Bonding
Co., Inc. Owner/Agent
is /LPersonally Known to Me or Produced ID
APPLICATION APPROVED
BY: Bbb )1 1 Signature of
Contractor/Agent Print Contractor/
Agent's Name 11 Date
Signature
of
Notary -State of Florida Date Contractor/Agent
is Produced ID _
i Date:
Personally
Known
to Me or Special Conditions:
CITY OF SANFORD PERAUT APPLICATION •
PermitNo.: Date: " Job
Address: 1101 r 1 sSon Avt Permit
Type: Building Electrical Description
of Work: Plumbing
Fire Alarm/Sprinkler Additional
Information for Electrical & Plumbing Permits Electrical:
Addition/Alteration _Change of Service Temporary Pole _New AMP Service (# of AMPS ) Plumbing/
Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/
Commercial: Number of Fixtures / Number of Water & Sewer Drainage Lines _ Number of Gas Lines Occupancy
Type: _Residential Commercial _Industrial Total Sq Ftg. 0/'5 Value of Work: $ 1160 Type
of Construction: Flood Zone: Number of Stories: Number of Dwelling Units: Parcel
No.: (Attach Prof of Ownershin & Legal De erintinn) State
License Number: (/ Contact
Person: Phone &Fax Number: 4 0 -1-3- OZb S l Title
Holder (If other than Owner): Address:
Bonding
Company: Address:
Mortgage
Lender: Address:
Architect/
Engineer Address:
Phone
No.: Fax
No.: ' 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
applicabin 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. 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. permit
is verification that I will notify the owner of the 2
Date
RA
Signature
McommiWon
meussaCameron X"
PDG 2D0> 18 \\/1
oFPoP• Bonded
Tbm n nn0Atlantic
Bondinco. Inc. OWner/Agent 1S
PerS a Rt own to o Produced ID t
Z at 44K d APPLICATION APPROVED BY:
requirements of Florida
Lien Law, FS 713. 5tgn0t" tra or/
Agee Date Prmt Contractor/Agent' 5110e
Signature of Notary -State
of Florida Date Contractor/Agent is Personally
Known to Me or Produced ID Date: 4
v- (9
9- Special Conditions:
CITY OF SANFORD BUILDING DIVISION
OWNER/BUILDER AFFIDAVIT
CONSTRUCTION CONTRACTING
Owners of property when acting as their own contractor and providing direct, onsite supervision
themselves of all work not performed by licensed contractors, when building or improving farm
outbuildings or one -family or two-family residences on such property for the occupancy or use of such
owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to
exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or
lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such
structure by the owner -builder within 1 year after completion of same creates a presumption that the
construction was undertaken for purposes of sale or lease. This subsection does not exempt any person
who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The
owner may not delegate the owner's responsibility to directly supervise all work to any other person
unless that person is registered or certified under this part and the work being performed is within the
scope of that person's license. For the purposes of this subsection, the term "owners of property"
includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this
subsection, an owner must personally appear and sign the building permit application.
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 with certain restrictions even though you do not have a license. You must provide direct,
onsite supervision of the construction yourself. You may build or improve a one -family or two-family
residence or a farm outbuilding. You may also build or improve a commercial building, provided your
costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may
not be built or substantially improved for sale or lease. If you sell or lease a building you have built or
substantially improved yourself within 1 year after the construction is complete, the law will presume that
you built or substantially improved it 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. Any person working
on your building who is not licensed must work under your direct supervision and must be employed by
you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation
for that e p ogee, all as prescribed by law. Your construction must comply with all applicable laws,
ordinan buildin s, and zoning regulations.
1, ` IL I.(7(2k— do hereby state that I am qualified and capable of performing the
requested constructi&eiiivolved with the permit application filed.
I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work
allowed by law on the permitted structure.
Owner/Builder tlignature Date
3PrimOwner/Builder Name m
l lo z
H
000'W
dslySignatureNotaryFloridaDateof —State of o g
Owner is 0'__ Personally Known to Me or has
Produced 1D
Wellesley
Inn &Suites
5/ 7/02
Tessa and Samuel Duncan
Jute Inc.
tessaew@aol.com
4686 Sussex Terrace
Orlando, Fl 32811
This letter authorizing Power of Attorney for modifications to the home located at 1701
Brisson Avenue owned by Bates Reed and Kenneth L. DeFoe, is being forwarded on this
7th Day of May, 2002. Due to the physical changes that must occur to meet standards for
the City of Sanford, We Bates Reed and Ken DeFoe authorize Samuel Duncan. to have
authority to sign for city documents relating to the sell and structural changes to meet city
codes.
We currently reside in Orlando, Florida at 650 Saint Edmunds Lane, Orlando, Fl 32835.
We can be reached at 407 248 8010 or 407 810 3407 for additional verbal authorization
pertaining to the project and facility at 1701 Brisson Avenue, Sanford, F13277L.
Warmest Regards,
Bates Reed
8687 Commodity Circle
Orlando, FL 32819
Tel: (407) 248-8010/Fax: (407) 248-9940
www.wellesleyinnandsuites.com
Airline Access Code: WL
Date Ke eth L. DeFoe Date
T-
Car I
MY COMMISS WOON253 EMUS
o May 4 2005
d ` BONDED TNRU TROY FAIN INSURANCE ANC
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2
PARCEL DETAIL six= 85MAM&IMMANIN .4
t
46
Seminole t uunt 1 / r
i oFrrtr lrm ur V
cttr f ta
oAFAaI. TER
1IN K. Firs Rt. O
tianford Fl. 32771
111^ phS_^Sl/h
GENERAL
Parcel Id: 32-19-31-300-012A-0000 Tax District: S1-SANFORD
Owner: DE FOE KENNETH & Dor: 01-SINGLE
FAMILY
OwnlAddr: REED BATES
VALUE SUMMARY
650 SAINT EDMUNDS
Address: LN Exemptions: - Value Method: Market
City,State,ZipCode: ORLANDO FL 32805 Number of Buildings: 3
1701 BRISSON AVE Depreciated Bldg Value: $90,772
Property Address: SANFORD 32771 Depreciated EXFT Value: $10,010
Subdivision Name: Land Value (Market): $17,255
Land Value Ag: $0
SALES
Deed Date Book Page Amount Vaclimp
Just/Market Value: $118,037
WARRANTY DEED 07/1999 03699 1302 $120,000 Improved
Assessed Value (SOH): $118,037
WARRANTY DEED 06/1992 02439 1541 $78,500 Improved
Exempt Value: $0
QUIT CLAIM DEED 06/1991 02307 0063 $100 Improved
Taxable Value: $118,037
QUIT CLAIM DEED 03/1989 02046 0494 $200 Improved
Tax Bill Amount: $1,869
QUIT CLAIM DEED 03/1989 02046 0493 $15,000 Improved
QUIT CLAIM DEED 12/1988 02044 1576 $15,000 Improved
WARRANTY DEED 0111973 00970 0239 $10,000 Improved
Find Comparable Sales within this Subdivision
LEGAL DESCRIPTION
LAND LEG SEC 32 TWP 19S RGE 31 E BEG 1071.5 FT
Land Assess Method Frontage Depth Land Units Unit Price Land Value N OF CEN OF SEC RUN N 225 FT E 190 FT
ACREAGE 0 0 1.015 17,000.00 $17,255 S 205 FT E 50 FT S 45 FT W 132 FT N 25 FT W
I IL
108 FT TO BEG (LESS W 15 FT FOR RD)
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New
1 SINGLE FAMILY 1900 5 2,819 2,608 SIDING AVG $63,385 $115,246
Appendage / Sgft BASE SEMI FINISHED / 211
Appendage / Sgft UPPER STORY FINISHED / 1304
2 SINGLE FAMILY 1963 3 660 660 CB/STUCCO FINISH $21,685 $26,855
3 BARNS/SHEDS 1989 0 819 819 SIDING AVG $5,702 $8,288
EXTRA FEATURE
Description Year Bit Units EXFT Value Est. Cost New
WOOD DECK 1989 443 $1,063 $2,215
ALUM SCREEN PORCH W/CONC FL 1993 232 $1,381 $1,972
TENNIS COURT/ASPHALT 1960 3,200 $1,920 $4,800
FIREPLACE 1900 1 $600 $1,500
http://www.scpafl.org/pls/web/re web. semi nole_county title?parcel=321931300012A00006... 5/6/2002
Seminole County Property Appraiser Get Information by Parcel Number Page 2 of 2
POOL GUNITE 1999 208 $3,848 $4,160
COOL DECK PATIO 1999 370 $1,198 $1,295
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax
http://www.scpafl.org/pis/web/re_web.seminole_county title?parcel=321931300012A00006... 5/6/2002
Jul 24 01 09:26p K&B Manor
Subject Photo Page
4073200093 p.7
FOE,K; REED, E.
01 BRiSSON AVENUE - -- — - ----- -- _---
CO SEMINOLE Stare-FIL
SBY MORTGAGE, !NC ------
Subject Front
1701 BRISSON AVENUE
Sales Pdce N/A
Gross Dav Area 2,886
Iota) Rooms 10
Total Bedrooms 5
Total Bathroorrrs 3
Lucatiar SANFORD
View AVF.RAGE
Site 1.43 ACRE
Oua ty FR/SIDING
4 101YRSN,EFC
Subject Rear
Subject Street
I
t
om
SANFORD BUILDING DEPT.
THESE PLANS ARE- REVIEWED AND CONDITIONALLYACCEPTEDFORPERMIT. A PERMIT ISSUED SHALL BECONSTRUEDTOOEALICENSETOPROCEEDWITHTHEWORKANDNOTASAUTI-IORITY O
TO VIOLATE, CANCEL. ALTER. OR SET ASIDE ANY OF THEPROVISIONSOFTHETECHNICALCODES, NOR SHALLISSUANCEOFAPERMITPREVENTTHEBUILDINGDEPTFROMTHEREAFTERREOUIRINGACORREC. TION OF ERRORS ON THE PLANS, CONSTRUCTIONOROTHERVIOLATIONSOFTHECODES.
PLANS Rpil ;tf -
CITY OF . SANFC'- R D
n
W- Ji Fl
OFFICE COPY
RMIT
11-4.6.6 Passenger Loading Zones. Passenger loading
zones shall provide an access aisle at least 60 inches
1525 mm) wide and 20 feet (240 in.)(6100 mm) long
adjacent and parallel to the vehicle pull-up space (See
Figure 10). If there are curbs between the access aisle and
the vehicle pull-up space, then a curb ramp complying
with 11-4.7 shall be provided. Vehicle standing spaces and
access aisles shall be level with surface slopes not exceed-
ing 1:50 (2%) in all directions.
11-4.7 CURB RAMPS.
11-4.7.1 Location. Curb ramps complying with 11-4.7
shall be provided wherever an accessible route crosses a
curb.
C x>a ba do tod qutsa.. s...... ted a 1Ci€
11-4.7.2 Slope. Slopes of curb ramps shall comply with
11-4.8.2. The slope shall be measured as shown in Figure
11-11. Transitions from ramps to walks, gutters, or streets
shall be flush and free of abrupt changes. Maximum
slopes of adjoining gutters, road surface immediately
adjacent to the curb ramp, or accessible route shall not
exceed 1:20.
11-4.7.3 Width. The minimum width of a curb ramp shall
be 36 inches (915 mm), exclusive of flared sides.
11-4.7.4 Surface. Surfaces of curb ramps shall comply
with 11-4.5.
11-4.7.5 Sides of Curb Ramps.
11-4.7.6 Built-up Curb Ramps. Built-up curb ramps
shall be located so that they do not project into vehicular
traffic lanes (See Figure 13).
11-4.7.7 Detectable Warnings. A curb ramp shall have a
detectable warning complying with 11-4.29.2. The detect-
able warning shall extend the full width and depth of the
curb ramp.
11-4.7.8 Obstructions. Curb ramps shall be located or
protected to prevent their obstruction by parked vehicles.
11-4.7.9 Location at Marked Crossings. Curb ramps at
marked crossings shall be wholly contained within the
markings, excluding any flared sides (See Figure 15).
11-4.7.10 Diagonal Curb Ramps. If diagonal (or corner
type) curb ramps have returned curbs or other well-
defined edges, such edges shall be parallel to the direction
of pedestrian flow. The bottom of diagonal curb ramps
shall have 48 inch (1220 mm) minimum clear space as
shown in Figure 15(c) and (d). If diagonal curb ramps are
provided at marked crossings, the 48 inch (1220 mm)
clear space shall be within the markings (See Figure 15(c)
and (d)). If diagonal curb ramps have flared sides, they
shall also have at least a 24 inch (610 mm) long segment
of straight curb located on each side of the curb ramp and
within the marked crossing (See Figure 15(c)).
11-4.7.11 Islands. Any raised islands in crossings shall
be cut through level with the street or have curb ramps at
both sides and a level area at least 48 inch (1220 mm) long
between the curb ramps in the part of the island intersect-
ed by the crossings (See Figure 15(a) and (b)).
11-4.8 Ramps.
11-4.8.1 General. Any part of an accessible route with a
slope greater than 1:20 shall be considered a ramp and
shall comply with 11-4.8.
11-4.8.2 Slope and Rise. The least possible slope shall be
used for any ramp. The maximum slope of a ramp in new
construction shall be 1 to 12. The maximum rise for any
run shall be 30 inches (760 mm) (See Figure 16). Curb
ramps and ramps to be constructed on existing sites or in
existing buildings or facilities may have slopes and rises
as shown as allowed in 11-4.1.6(3)(a) if space limitations
prohibit the use of a 1 to 12 slope or less (See 11-4.1.6).
1) The landing shall be at least as wide as the ramp run
leading to it.
3) If ramps change direction at landings, the minimum
landing size shall be 60 inches by 60 inches (1525 mm
by 1525 mm).
4) If a doorway is located at a landing, then the area in
front of the doorway shall comply with 11-4.13.6.
11-4.8.5 Handrails. If a ramp run has a rise greater than
6 inches (150 mm) or a horizontal projection greater than
72 inches (1830 mm), then it shall have handrails on both
U
11.28
FLORIDA BUILDING CODE — BUILDING
V
Ll
sides. Handrails are not required on curb ramps or adja-
cent to seating in assembly areas. Handrails shall comply
with l 1-4.26 and shall have the following features:
1) Handrails shall be provided along both sides of
ramp segments. The inside handrail on switchback or
dogleg ramps shall always be continuous.
3) The clear space between the handrail and the wall
shall be 1 t/2 inches (38 mm).
4) Gripping surfaces shall be continuous.
5) Top of handrail gripping surfaces shall be mounted
between 34 inches and 38 inches (865 mm and 965
mm) above ramp surfaces.
6) Ends of handrails shall be either rounded or
returned smoothly to floor, wall, or post.
7) Handrails shall not rotate within their fittings.
11-4.8.6 Cross Slope and Surfaces. The cross slope of
ramp surfaces shall be no greater than 1:50. Ramp sur-
faces shall comply with 11-4.5.
11-4.8.7 Edge Protection. Ramps and landings with
drop-offs shall have curbs, walls, railings, or projecting
surfaces that prevent people from slipping off the ramp.
Curbs shall be a minimum of 2 inches (50 mm) high (See
Figure 17).
11-4.8.8 Outdoor Conditions. Outdoor ramps and their
approaches shall be designed so that water will not accu-
mulate on walking surfaces.
11-4.9 Stairs.
11-4.9.1 Minimum Number. Stairs required to be acces-
sible by 11-4.1 shall comply with 11-4.9.
11-4.9.2 Treads and Risers. On any given flight of stairs,
all steps shall have uniform riser heights and uniform
tread widths. Stair treads shall be no less than 11 inches
280 mm) wide, measured from riser to riser (See Figure
18(a). Open risers are not permitted.
114.9.3 Nosings. The undersides of nosing shall not be
abrupt. The radius of curvature at the leading edge of the
tread shall be no greater than 1/2 inch (13 mm). Risers
shall be sloped or the underside of the nosing shall have
an angle not less than 60 degrees from the horizontal.
Nosing shall project no more than 11/2 inches (38 mm)
See Figure 18).
11-4.9.4 Handrails. Stairways shall have handrails at
both sides of all stairs. Handrails shall comply with I1-
4.26 and shall have the following features:
1) Handrails shall be continuous along both sides of
stairs. The inside handrail on switchback or dogleg stairs
shall always be continuous (See Figure 19(a) and (b)).
2) If handrails are not continuous, they shall extend at
least 12 inches (305 mm) beyond the top riser and at
least 12 inches (305 mm) plus the width of one tread
beyond the bottom riser. At the top, the extension shall
be parallel with the floor or ground surface. At the bot-
tom, the handrail shall continue to slope for a distance
of the width of one tread from the bottom riser; the
remainder of the extension shall be horizontal (See
Figure 19(c) and (d)). Handrail extensions shall com-
ply with 11-4.4.
3) The clear space between handrails and wall shall be
1 t/2 inches (38 mm).
4) Gripping surfaces shall be uninterrupted by newel
posts, other construction elements, or obstructions.
5) Top of handrail gripping surface shall be mounted
between 34 inches and 38 inches (865 mm and 965
mm) above stair nosing.
6) Ends of handrails shall be either rounded or
returned smoothly to floor, wall or post.
7) Handrails shall not rotate within their fittings.
11-4.9.5 Detectable Warnings at Stairs. (Reserved).
11-4.9.6 Outdoor Conditions. Outdoor stairs and their
approaches shall be designed so that water will not accu-
mulate on walking surfaces.
11-4.10 ELEVATORS.
11-4.10.1 General. Accessible elevators shall be on an
accessible route and shall comply with 11-4.10 and with
the ASME A17.1-1990, Safety Code for Elevators and
Escalators. Freight elevators shall not be considered as
meeting the requirements of this section unless the only
elevators provided are used as combination passenger and
freight elevators for the public and employees.
11-4.10.2 Automatic Operation. Elevator operation
shall be automatic. Each car shall be equipped with a self -
leveling feature that will automatically bring the car to
floor landings within a tolerance of 1/2 inch (13 mm)
under rated loading to zero loading conditions. This self -
leveling feature shall be automatic and independent of the
operating device and shall correct the overtravel or under -
travel.
11-4.10.3 Hall Call Buttons. Call buttons in elevator
lobbies and halls shall be centered at 42 inches (1065 mm)
FLORIDA BUILDING CODE — BUILDING 11.29
LEVEL SURFACE OF RAMP LEVEL
LANDING LANDING
4 RISE
HORIZONTAL PROJECTION
OR RUN
MAXIMUM
MAXIMUM HORIZONTAL
RISE PROJECTION
SLOPE IN MM FT M
1:12 TO < 1:16 30 760 30 9
1:16 TO < 1:20 30 760 40 12
Fig 16
Components of a Single Ramp Run and Sample Ramp Dimensions
96 FLOPmAACCFSYIBILfTYCODEFORBUILDINGCONSTRUC7901V OClOW 1997EDMON
POST TO JOIST
DETAIL
OPTIONAL 2 x 6 TOP HANDRAIL
REQUIRED FOR DECKS 30"
ABOVE GRADE)
1) 3/8" x 6" CARRIAGE BOLT /
2 x 4 P.T.P. TOP STRINGER OR 2 x 6 --/
P.T.P. HAND-RAIL/TOP STRINGER
1) #12d COMMON
2 x 2 PICKET OR TURNED SPINDLE
4" O.C. MAX. W/ (2) #12d COMMON
4 X 4 P.T.P. VERTICAL POST, 4'-0" TO
6'-0" O.C. W/ (1) 3/8" x 6" CARRIAGE
BOLT
2 x 4 P.T.P. STRINGER 2" ABOVE —
DECK
1) 3/8" x 5-1/2" CARRIAGE
BOLT W/ WASHER AND NUT
8 x 2 1/2" DECK SCREWS
HANDRAIL DETAILS
r
PICKET TO JOIST
DETAIL
3/8" x 5.1/2" CARRIAGE BOLTS
W/ WASHER•AND NUT
4 x 4 P.T.P. OR GREATER
ALTERNATE POST TO DECK BEAM DETAIL
v
2 x 4 P.T.P. HANI
REQUIRED FOR D
OVER 30" ABOVE G
2 x 4 P.T.P. VER'
POST 4' TO 6' 0.
2-1/4' x 3" LAG B(
WA
RESIDENTIAL HANDRAIL DETAIL
2" COMMERCIAL
3" RESIDENTIAL
4' MAX.
2' MAX,
4 P.T.P. TOP STRINGER
2 x 6 P.T.P. HANDRAIL /
STRINGER
K 2-1/2" DECK SCREWS
x 5-1/2" CARRIAGE
TS W/ WASHER & NUT
IONAL 2 x 4 P.T.P.
STRINGER 2" ABOVE DECK
2) 2 x _ P.T.P.
SEE BEAM DETAIL)
3/8' CARRIAGE BOLTS
4 x 4 P.T.P. OR GREATER
ALTERNATE DECK POST TO BEAM CONNECTION DETAIL