HomeMy WebLinkAboutSUBMITTED PAPERSDatr._ $1a5
Fee Due:
r emit #
❑ Electrical
0 ,Shed
St. Lucie,, County Building & Zoning's
2300 Virginia Avenue Ft. Pierce, FL 34982-5652 �!
Te1.561-462-1553
SPECIALTY PERMIT APPLICATION
❑ Plumbing ❑ HVAC ❑ Fence
❑ Demolition ❑ Gas ❑ Siding
Seepage 2 for instructions and additional paperwork required for specialty permits
1. Location/Site Address: SrJ B?% �-(-' („u,cle- Vup 1 -t l f e rye Z1 a ` g t/(v
2. Parcel ID Number: / q';0 - 3,:? I W 0d
Office Use
Only
Section
Township
Range
Map Page
Zoning
Land Use
Initials
3. Complete Description of Project or Work:
aory �4 e-n [ o 7" (1-4
4. Owners Information'' 5. Contr s Information
Name: rYi t' Ke W e t e J" FL Reg/Cert #:
Address: � ; j _) s'T (f ; -I t"1-1 County Cert#:
City:State: Business Name:
Zip: Phone: +1h,~ ^ U64 - tad Phone
6. Value of Construction: $ '✓r ? u1
Fax
OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done
in compliance with all applicable laws regulating construction and zoning.
14;1(-, y
PRINT OWNE�CONTRACTOR NAME SIGNATURE OF OWNER OR CONTRACTOR
STATE OF FLORIDA, COUNTY OF — /
rT ZL c l z"
ACKNOWLEDGED BEFORE ME THIS a5 DAY OF 20 , , BYr
WHO IS PERSONALLY KNOWN TO ME R WHO HAS PRODUCED Sid
AS IDENTIFICATION.
• .;';"P ti DEANNA GIVENS
Notary PuNgg State of Florida
SIGNATURE OF NOTAR PE OR PRINT NAME OF NOTARY °' • • e My Comm. Expires Dec 16, 2016
Commission # EE 858761
COMMISSION NUMBER 1— ' °l'� BonAetlThrough National Notary Assn
St. Lucie County Specialty Permit Application rev. 8/25/05 dmg
NOTIC9 TO OWNER: FAILURE TO RECORD . NOTICE OF COMMENCEMENT MAY REst 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.
EXEMPT: A/C -HEAT REPLACEMENT WITH CONTRACT UNDER $5,000.
INSTRUCTIONS
Please complete all information in the space provided. All information must be printed (use black or blue ink
only) or typed. This permit application is to be used only for those activities that are not otherwise included
under a primary building permit. This application may not be used for any activity that includes structural
alteration. The information to be provided with this application includes:
1. Location/Site Address
2. Parcel ID Number
3. Description of Project or Work Activity
4. Owner Information
5. Contractor Information
6. Value of Construction
Indicate the street address or general location of the
property where the building activity is taking place.
Indicate the tax identification number of the property
where the building activity is taking place.
Fully describe the activity to take place.
Indicate the name and address of the owner of the property
on which activity is taking place.
Indicate the State of Florida registration number (if
applicable), St. Lucie County contractor license number
and the name of the business doing the work.
Indicate the total value of the work to take place. Total cost
of construction includes all current retail material and labor
costs associated with the building/construction activity.
Construction value is used to determine the permit fee. St.
Lucie County reserves the right to question and/or modify
the indicated value of construction if it is demonstrated that
the submitted figures are not consistent with similar types
of construction.
❑ Gas Attach 2 piping schematics with tank size, location, and BTU of each appliance
Shed: Attach 2 plot plans, 2 copies of DCA letter and plans, 2 anchor specifications
❑ Fence Attach 2 plot plans showing location of fence height of fence and type of fence
❑ Siding Attach 2 copies of manufactures specifications
❑ HVAC Attach 2 residential energy studies, 2 manual J calculations. 2 sets of duct layouts for
new system or full replacement
This application can be submitted to St. Lucie County Building and Zoning, 2300 Virginia Avenue, Fort
Pierce, FL 34982. All permit applications must be filled out completely before submission. No applications
will be accepted for processing after 4:30 P.M. For assistance in completing this application, please call
(772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday.
NOTE: Emergency electric service change out inspections will not be performed after 3: 00 PM without
special arrangements and additional fee paid.
Upon issuance of this permit, required inspections can be scheduled by calling (772) 462-1261.
St. Lucie County Specialty Permit Application rev. 8/25/05 dmg
Planning & Development Services Department
Building & Code Regulations
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 d2t7 fQ ,
I understand that the building official and inspectors are not there to design or give advice on how to meet the minimum code. Initial KyJ
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
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�Z�
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 Department to the Florida State Department of Professional Regulation. Signed and acknowledged on this
day of Al) 9, of 20/l�.
wner/Builder Signature
STATE OF FLORIDA
COUNTY OF -S *, %_ V c \ -<
The foregoing instrument was acknowledged before me this day of �yq , 20�
by `!� C kip ��t ( who is personally known to me, or who has
produced %s4 SIG d — SSA. `'13 X<3' a - as identification.
%40, n h �Nq L h'S DEANNA GIVENS
_ A a•, blic - State 01 Florida
Signature of Notar Type or Print Name of Notar :� �Z_'
•,, Note
Title: Notary Public Commission Numberv_r;..l My Comm. Expires Doc 16. 2016
Commission * EE 858761
-`, h Nationd Notvy Assn.
,F of F � Boomed Throug
SLCPDSD Revised 05/15/2014 �������•,,
Shed's must have a minimum of 8'
off each side and 5' off the rear of
shed to your lot line.
I, Marilyn Minix owner of the
Road Runner Travel Resort give
permission to install a 8' X 8' shed
built by Robin Builders on J-9
with the requirements listed above
and have prepared this lot plan.
F
Marilyn Minix August N, 2b14
WIN- SETBACK REQ.
FRONT
SIDES �'-u_._-----
CNR SIDES
NEAR 5
ZNG. ^-5
ECH
Scale P = 10'
North
=CTHIABAKERN # EE108106e 29, 2015kount Mem. Co.
Applicant has been advisod NO structures
can be erected within any ,, asemdnt or
right of way unless o�thar�w;,ss/approved.
Applicant Initials !t ✓Y Y/f%J
32'
ROAD in front of Lot J-9
STATE OF FLORIDA
DEPARTMENL%C dW NITY AFFAIRS
Dedicated to making Florida a better place to call home"
CHARLIE CRIST
Govemor
THOMAS G. PELHAM
Secretary
October 20, 2010
Lewis Hartley
RO.W u,11defs, .Inc. - FL
` Pct;Oi4p Box 1067, 14915 Hwy 27 S.
R� !Mdriufacturer Ceitl cation, TD MFT-55; Expiration Date: November 30, 2013
Dear Lewis Hartley
It is' my pleasure to Inform. you that Robin Builders,. Inc.'- FL, located at PO Box 1067, 14915 US
27 S., Lake, Wales, FL 33859, has been approved under the Manufactured Building's Program, as
provided for under Chapter 553, Part I, Florida Statutes, to manufacture Storage Sheds,
Manufactured. Buildings for installation in Florida.
Construction or modification on a manufactured building cannot begin until the: Third Party
Agency has approved the plans in accordance with the current Florida Building Code. Your Third
Party Agency is a contractor for the Department and has statutory authority and responsibilities
that must be met to maintain approved status. You may expect and demand qualityplans
review and inspections.
Each Code change will make your plans obsolete until they have been reviewed, approved and
indicated [on the cover page of the plans) for compliance with the Code by your Third Party
Agency for plans review. Please ensure that your plans are in compliance and are properly
posted on our website. All site -related installation issues are subject to the local authority
having jurisdiction.
The Department's contractor will make unannounced monitoring visits at least.once each. year. .
You must grant complete access to your manufacturing facility and records to remain In
compliance with the rules and regulations of this program.
Your ceitification is approved for three years from this' date. You will receive a irenewal notice by
Email generated by the BCIS (www.fioridabulldina.ora) for online renewal. If you have questions
you may contact me or Leola Baldwin at 850-921-0956 or our FAX at 850-414-8436..
Please visit our website at www:fiotidab0ding ora to see valuable information•on the Florida
Manufactured Buildings Program. A copy of this letter must accompany applications for local
building permits.
Sincerely,
Robert Lorenzo C�
Manufactured Buildings Program
cc: National Design and Inspection, Inc.
-- _......_ .2iSS-__S_FiUMARD,.OAIC BOULEVARD ♦ TALLA,HASSEE. FL 32399-2100
850- 488� 846rr (p) BSU $Tt-fl7tll . (f:).`. ♦ YV.e b. s i f I W".dca.statefl.us, ,
C0KHL% -ecAannetc...aso sass.ua_.eawaea.aal�•_,._................--__._......_.._. .._..........
♦ HOUSING AND COMMUNnY DtVELOOMFNT 860498-T966 (P) 9W922-6823 (0
E 1I2" DIA. RED HEADS
n 2' FIRM EACH D & @ 8' - 0- O.C. (MAX)
PATIO ANCHOR MICS-2
OR APPROVED EQUAL
/2 1/4" MIN EMBEDMENT
IN 2500 PSI CONCRETE
.035 GALV. STRAP OF 4750# �APACITY OR EQUAL
TRAP IS THREADED
—
4ROUGH SLOTTED BOLT
Tl iE BOLT IS TIGHTENED,
S�RAP WINDS AROUND
HE BOLT SHANK.
�— 2" (OR 4") X 8 X 16"
BLOCKS & TIE D
FROM EACH ENI
TIE DOWN ANCHOR: 5/8" X 30" TWIN 4" HELIX (43
5/8" X 24" 6" HELIX;(424SH) <
MODEL MRA (#24DAC1) OR
T
SCALE: 2" = 1
FLOOR JOISTS AT 24" OC WILL SUPPORT 50 PSF LIVE 8 DEAD LOAD
FLOOR LOADING.
UNIT WIDTH 6' 8' 10' 12' 3' 9"
FLOOR JOIST ZX4 2X4 2X6 2X6 2X6
.1 16" 18" 18" 28.5" 40.5'
B. 40" 60' 84" 84, 84"
FOR 125 PSF FLOOR LOAD, 16' OC OR 2W OC FLOOR JOISTS CAN
BE USED SO LONG AS DIMENSION "B" IS DIVIDED EQUALLY @ 42"
WITH A CENTER SKID AND AN EXTRA SKID IS PLACED UNDER EACH
OUTSIDE WALL.
I
PT 2X6 SKID
IETE BLOCK
4CHORS SPACED 2'
1 ON MAX. W CENTERS
OR
AL FOR SOIL
FOR ROCK .
DUND
T
Date.. rS �.`.... pma N.
AWVVW By
x,. B>ul/ocx
Modular Mu"jig Mans EMAMIh6r)' 06-11'a Cot1aKCeiti
—.035 GALV_STRAP OF 4750# CAPACITY
-6XEi 4*10/lU WWM
OR FIBERMESH
NDI
"APPROVED„
WCUMENT
TIE DOWN TO SLAB
NC;ALt=: 1" _
2X4 SYPKD STUD 24" OC
1/2" EXPANSION BOLT Q 48" O C
2 114" EMBED WITH 2" X 1/8' WASHER
2X4 PT BOTTOM PLATE
l� 3 1/2" CONCR&S SLAB G ��-�w-
ROBIN BUILDERS, INC.
d/ 6X6 #10/10 WI/JM PO BOX 1067
eo n OR FIBERMESH ' (8 3j 38 1294FL. 3385
20"
C (3) #5 RODS (MIN. 3" CONCRETE COVER)`��
SUBURBAN, STUCCO
FLORIDIAN, PINEY
NOTE: BOTTOM PLATE IS ATTACHED TO STUDS BARN, GREENHOUSE
WITH (2) 3" X .120 NAILS & WITH 1 1/2" CLASSIC, RUFFY
X 14" 26. GA. GALV. "U" STRAP AT EACH
STUD TO BOTTOM PLATE CONNECTION. AMERICANA, STEEL
.105 NAILS PER SP.
12"� N U1STRAP ON ST EL/ REENHOUSE.
—2010 SW `
1-15-201 5 of 5
IE DOWN WITHOUT, LOOR AS NOTED
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GEN
1. T IS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2010 FLOE
CO
AND ASCE 7 FOR 160 MPH ULTIMATE WIND SPEED, (3 SECOND GUST)
EX OSURE B FOR PARTIALLY ENCLOSED BUILDINGS.
2. ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE COI
ALL OTHER APPLICABLE CODES.
3.S
tjILDING CLASFIED AS RESIDENTIAL LAWN STORAGE. 50/125 PSF FLOOR L€
NQOT FOR HABITATSIION.
4. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSION:
5..OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS AS SHOWN, BUT
SPi,CING SHALL NOT EXCEED LIMITS AS INDICATED.
6. ALL LUMBER TO BE #2 SYPKD
7. m' WOOD WITHIN 8" OF GRADE OR IN CONTACT WITH MASONRY SHALL BE TF
FOR GROUND CONTACT W/GALV. FASTENERS.
8. TRUSS DESIGNED TO SUPPORT D.L. + L.L. = 35 PSF.
9.:ALL ALUMINUM SIDINGIROOFING TO BE 3004 ALLOY CONFORMING TO ASTM B•
82;000 MINIMUM YIELD STRENGTH.
10_ I�SE #8 X 314" TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS BETWE6
ALUMINUM LAP SIDING AND FRAME. USE #8 X 1' WITH 1/2" ALUM, BACK NEOPRI
WP,SHER ATTACHED ON+CONNECTIONS BETWEEN ROOF AND FRAME.
SPACING AS FOLLOWS:
I ROORSIDING -PERIPHERAL MEMBERS 2 112" OC
ROOF/SIDING - INTERIOR MEMBERS 5" OC
SIDING - 12" OC BOTTOM PERIMETER.
11. [BOOR SHALL BE 1" X 1" STEEL TUBE FR
PANEL INSERT. ALUMINUM TRIM AND ALL
ALJMINUM RIVETS. DOOR ATTACHED TO
D. UBLE ALUMINUM DOORS, GARAGE DC
SI E, QUANTITY AND LOCATION MAY VAF
RAL NOTES
I If to_
�Ut it is
IA BOG. 12. ALL WIRE SHALL BE #12 THHN SOLID COPPER WITH GROUND. WIRING
PROTECTED PER NEC 2008 ED. FIXTURE LOCATIONS &TYPE MAY VARY.
AND 13. ALUMINUM WINDOWS - TYPE, SIZE QUANTITY AND LOCATION MAY VARY:
14. OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED ALUMINUM,
D. MESA ALUMINUM, 4" LAP ALUMINUM, 5/8" PTT-111 SIDING, VINYL SIDING
WITH ENERGY BRACE BACKER, FIBER CEMENT PANEL & "STO" STUCCO ON
5/8' DENSE GLASS GOLD OR SUNTUFF. ROOF COVERINGS INCLUDE ALUMINUM
OR SHINGLE ROOF OVER 5/8" PLYWOOD WITH 2 LAYERS OF 15 LB. FELT OR
PERMATILE OVER 7116" OSB AND 15 LB. FELT.
EMBER 15. USE 7/16" X 1 3/4" 16 GA. STAPLE FOR ALL CONNECTIONS BETWEEN WOOD
SIDING/ROOF AND FRAME.
16. 3/4" PLYWOOD FLOORING SURFACE NAILED WITH 3" X.120 NAIL SPACED 6" OC
EDGE/ 10" OC FIELD.
ATED
17. FOUNDATION, FOOTING AND ANCHORING OF UNIT WILL BE THE OWNER'S
RESPONSIBILITY TO CHECK WITH LOCAL CODE AUTHORITY TO VERIFY SPECIFIC
REQUIREMENTS AFFECTING THE INSTALLATION, SETUP AND UTILITY
CONNECTIONS TO THIS BUILDING. THE PURCHASER ASSUMES ALL
19 RESPONSIBILITY FOR COMPLIANCE WITH LOCAL, COUNTY OR MUNICIPAL CODE
REQUIREMENTS.FOR THIS STRUCTURE.
18. ROOF DRAINAGE PER 1503.4 & R903.4
FEET PE; 1008.1.1(8) & R311.2.
I
STRUCTURAL LOAD LIMITATIONS
FLOOR LIVE LOAD:
NDI
A. 50/125 PSF
"APPR
ROOF LIVE LOAD:
VED�
A. 30ROOF SF
r�/'�j
LOAD:
DOCUMENT
PLICABLE
WIN LOAD:
WIND LOAD:
A ULTIMATE 160 MPH; NOMINAL 124 MPH
9. RISK CATEGORY 1
.
C. B WIND EXPOSURE CATEGORY
�..��
D. +-.55 INTERNAL PRESSURE
�
E. +39.6, -42.9 PSF DOORS
+39.
. +49.3, -82.0 WINDOWS
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SBBO 11067R5, .INC.
a63� 638 Sit FL.
33859
"FUBURBAN, STUCCO
FLORIDIAN, PINEY
BARN, GREENHOUSE
CLASSIC, RUFFY
AMERICANA, STEEL
".. 2010 S r
"�-15-12 1 Of 5
.. NONE
it
DOA bf v a No.
Mchard L. Aul'ock
I
VARIES TO 50' O"
PT 2X4 (.) FLOOR JOISTS 24" OC
PT 2X4 (6) RAIL
PT DOUBLE 2X6 SKID 7- (3) 3" X .120 NAILS
o L 6 _ B' WIDE UNITS
10 T 4X W FLOOR
OASTS 24" OC
PT 2X6 FLOOR JOISTS 24" OCT Y P I C A L
3/4" OR 518" SF PLYWOOD
2X4 (6) PT FLOOR JOIST
a
26 GA. GALV. ANGLE PLATE
6- 3" X .120 NAILS PER PU
x
2X4 PT HEADER
PT DOUBLE 2X6 SKIDS
NOTE: DOUBLE 2X6SKIDS DADOED 1.25" DEEP TO
FLOOR JOISTS. (4) 3" X .120 NAILS AT EACH
- CONNECT ON.
'- FLOOR DETAIL(A
N.T.S.
ti
NOTE: ADDITIONAL SKID PLACED UNDER
EACH OUTSIDE WALL ON 9"
WIDE UNITS
7 518" X 24" 6" HELIX (OR EQUAL) ANCHOR FOR SOIL
MODEL MRA (#240ACI) OR EQUAL FOR ROCK
.035 GALV. STRAP OR CABLE OF 4750# CAPACITY
/� —AleNyD I
VARIES TO 13' 9" DOCUMENT
UMENT
(4) 3" .120 NAILS PER CONNECTION
FL, OR FRAMING
N.T.S.
2" (OR 4") X 8"X 16" SOLID CONCRETE BLOCKS
AND TIE DOWN ANCHORS SPACED T FROM
EACH END. THEN MAX. 8' CENTERS-
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pppppOpB U JFS, INC.
IKN� { 2FL 33859
l"..��� 84
SUBURBAN, STUCCO
FLORIDIAN. PINEY
BARN, GREENHOUSE
CLASSIC, RUFFY
AMERICANA. STEEL
2010 SW
'3-15-12 2 of 5
7 NONE
�I'
i
i
FRAMING FOR SUBURBA;J,
RAFTER SCHEDULE: 2X4 RAFTERS 24" O.C.
USE SINGLE RAFTER FOR SPAN < 99".
USE DOUBLE 2X4 RAFTER FOR SPAN MAX. 144'.
DOUBLE TRUSS OVER DOUBLE
2X4 STUDS
Date ,. 3 ..) #vS) 2 m No. I'd ) v S r
a �y -- .- - _.._
Richard L.]uRock
1"4[UW Ruii,i mi: F1
FLORIDIAN. STUCCO, PINEYWOOD, BARN AND VINYL MODELS
NOTE: GABLE ORIENTATION IS SYMBOLIC
SINCE GABLE CAN BE IN EITHER
DIRECTION.
TRUSS INGPOST ON TRUSSES > 99"
1 112 X 5' 26 GA. GALV. STEEL PLATE
(6) 1.25" X .105" NAILS
LIGHT I
TRUSS f
OUTLET
SIDING: SEE NOTE#14
20 GA. 2.5" X 4' MITEK CONNECTOR PLATES
EACH SIDE OF TRUSS
\ r— ROOFING: SEE NOTE #14
'4 #2 SYPKD S',
AND RAFTERS
I `-- (6 3' X .120 NAILS
MAX. 12' ER CONNECTION 1 112X 5" 26 GA GALV. STEEL PLATE 1X4 PURLIN 1/IX)4 SYPKD PURLIN
(6) 1.25" X .105' NAILS (IYP.) S3��LES PER4"
CONNECTION
ROOF FRAMING 2X4(6) FLOOR JOIST DOUBLE PT 2X6 SKIDS
N.T.S. I TYPICALDOORDRFRAMING
Base Rail or Top Red DOUBLE 2X4 (8), (8) ; 1:12 SLOPE II -"--MAX. 13' 9" MAXIMUM DOOR SIZE
120' W X 84'H
DOUBLE 2X4, MAX. ,2' SCAN E N D WALL FRAMING
T— #10 Type A Screw
I �.. N.T.S.
Swaged dimple with
.118" dla. hole O P T I O
1 5t8" x 3 112" .038 Steel Stud
OPTIOill v
NAL STEEL STUD DETAIL
N.T.S.
TYPICAL WIN. FRAMING
c NON LOAD BEARING AREA OVER DOOR
2X4 TOP PLATE
MAX. 99"
IT
SINGLE 2X4 FOR SPAN <99"
DOUBLE 2X4 FOR SPAN <144"
i L SLOPE ROOF
FRAMING
i
N.T.S.
` NDI
P011OVED' CITE:
/
DETAILOMAY VARY. "FLORIDIAN' f
OCt 11/I�ENT
HAS NO OVERHANG 'BARN'
D.
MAX
OVERHANG IS6".
X4 #2 STUDS .
24" O.C,
2X4 #2 SYP STUDS
24' O.C.
1 X4 PURLIN DADOED J
1X4 PURLIN
DADOED INTO
INTO STUDS
/
STUDS
SIDING: SEE NOTE 414 J
III� DOUBLE 2X' 2X4(6) FLOOR JOIST
��,�—^p-`
1 X4 BOTTOM PLATE T Y P I� OS
SIDE WALL FRAMING
SEE NOTE #14
FLOORING: SEE NOTE #16
MON �
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ROBIN BUILDERS, INC.
PO BOX 1067
LAKE WALES, FL. 33859
(863) 638-1294
SUBURBAN,. STUCCO
FLORIDIAN, PINEY
BARN, GREENHOUSE
STEEL FRAME
"-2010 SW `15-12 3 of 5
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20 GA. 2.5" X 4" MITEK CONNECTOR PLATES
(4) 3" X .120 NAILS PER DOUBLE
4
EACH SIDE OF JOINT
2X4 CONNECTION
20 GA. 3" X 6" CONNECTOR PLATES
AT THIS CONNECTION ON 13' WIDE
UNITS ONLY
1 1/2" x 5" 26 GA. GALV. STEEL PLATE
DOUBLE 2X4 STUDS & RAFTERS
(6) 1.25" X .105" NAILS
STITCHED W13" X NAILS 12" OC
.120
DOUBLE 2X4
i
1X4 PURLIN
1 X4 PURLIN (3) 7/16" X 1 314'
1 112" X 10" 26 GA. GALV. STEEL PLATE
STAPLES PER CONNECTION
(6) 'i.25" X .105" NAILS
J�-1 X4 BOTTOM PLATE
-
DOUBLE PT 2X6 SKIDS
TYPICAL DOOR FRAMING:
13' MAX. MAXIMUM DOOR SIZE -
120" W X 84" H
END
WALL FRAMING
N.T.S.
1X4 SYPKD ON tii
''WY
1X4 P12
(3) 7/16" -
STAPLES PER CONNEDEL TE OVERHANG ON RUFFAMERICANA MODELS
—2X4 BOTTOM CHOR S ON 10'. 1
& 13' WIDE UNITS NLY
(3) 3" X.120 NAILSPER CONNECTION
X.
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1 1/2 X 10" 26 GA, GALV. STEEL PLATE
(6) 1.25" X .105" NAILS (TYP.)
o C
R
`.DOUBLE PT 2X6 SKIDS
13' MAX. —
N.T.S.
20 GA. 2.5" X 4" MITEK CONNECTOR PLATES
EACH SIDE OF JOINT
20 GA. 3" X 6" CONNECTOR PLATES
AT THIS CONNECTION ON 13' WIDE
UNITS ONLY.
2X4 STUDS & RAFTERS 24" O.C.
lX4 PURLIN
(3) 7/16" X 1 3/4"
STAPLES PER CONNECTION
1 X4 BOTTOM PLATE
ND(
"APPROVED"
DO'CUMENT
MAX. SPEAN (IN)IOR
UN ER BEARING
2- 2X4 2(
A'IL 2- 2X6
FL
A FLER g
HEADER TYPE MAX. SPAN
A CA.
B 95"
FOR RUFFY. CLASSIC AND
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ROBIN BUILDERS. INC.
PO BOX 1067
(863) 638 E�,� L- 33859
RUFFY
CLASSIC
AMERICANA
2010 SW
'3-15-12 4 jof5j
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