HomeMy WebLinkAbout18-20524 CITY OF ZEPHYRHILLS
5335-8TH STREET
3 (813)780-0020 20524
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 20524 Address: 39512 AUGUSTA NATIONAL DR
Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL.
Class of Work: SHED INSTALLATION Township: Range: Book:
Proposed Use: MOBILE HOME PARK Lot(s): Block: Section:
Square Feet: Subdivision: MAJESTIC OAKS
`Est. Value: Parcel Number: 24-26-21-0000-00100-0090
Improv. Cost: 3,750.00 OWNER INFORMATION
Date Issued: 12/06/2018 Name: NHC-FL115 LLC (39512)
Total Fees: 157.50 Address: 27777 FRANKLIN RD STE 200
Amount Paid: 157.50 SOUTHFIELD MI 48034-8205
Date Paid: 12/06/2018 Phone: 813-783-7518
Work Desc: INSTALLATION PRE BUILT SHED w/ELECTRIC
CONTRACTORS APPLICATION FEES
WATERMAN PROPERTIES OF FLORIDA L BUILDING FEE 90.00
MARTIN ELECTRIC ELECTRICAL FEE 67.50
Ins ections e ' ed.
FRAME
SHEATHING
FINAL
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe 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, state agencies or federal agencies.
"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."
Complete Plans, Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department;
Date Recel4ed C-) Phone Contact for Permitting 'r7 17 - q3 0 Lo
' 4It
Owner's Name LU Owner Phone e Number L -
Owner's AddressID1117 R �6m R Ow I n6r Phone Number
Fee Simple Titleholder Name Ownir Phone Number
Fee Simple Titleholder AARs.I 'Ask tzrn 0 a
JOB ADDRESS r 1i -?a5qt LOT#
SUBDIVISION eG-�I c-CPVNs PARCEL II #
(OBTAINED FROM PROPERTY TAX NOTICE) 2,
WORK PROPOSED e NEW CONRR ADD REPAIR/ALT SIGN DEMOLISH 601&j-
INSTALLST
PROPOSED USE 0 SFR Q COMM OTHER
TYPE OF CONSTRUCTION BLOCK Q FRAME u STEEL
DESCRIPTION OF WORK r1.N Ista 10 Xi Pre 10 01 )1 A- Shed L,6v h e-I ec+r i c
BUILDING SIZE SQ FOOTAGE 1 HEIGHT
`BUILDING $ VALUATION OF TOTAL CONSTRUCTION
E2fELECTRICAL r X AMP SERVICE PROGRESS ENERGY Q W.R.E.C.,
=PLUMBING $
=MECHANICAL r I VALUATION OF MECHANICAL INSTALLATION
�=GAS Q ROOFING Q SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
BUILDER .21v(l"IT
SIGNATURE REGISTERED I(.-Yj N FEE CURREN Y/N
Address t)t 24v-K, k(s .F 3354c' License# 112.100- latoaOqL- I
YU
ELECTRICIAN i %J1 OMPANY I C-
916NATURE
REGISTERED I(Yy N FEE CURREN LILN�j
Address -3 License# F-
I C.13 QO)3 2-- I 36,�
*LUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED FEE CURREN
Address License# F—
)THEIR COMPANY E;;;;;
SIGNATURE REGISTERED FEE CURREN L_ILN_j
Address License# F
NOTICE OF DEED RESTRICTIONS: The undersigned understands thafthis permit may be subject to"deed"restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for which they.will-be responsible. If you, as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees, as may be due,will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner',I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner'prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"W unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume"will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction,I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating
the conditions of the building permit issued under the attached permit application,for lots less than one (1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or
set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
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 NOTI MENCEMENT.
FLORIDA JURAT(F.SS 1117.03)
OWNER OR AGENTS CONTNbR
CTOR
Subscr'bed and Ywo{n t (or affrmed efore met is Sub bwor (or affirtne efor m is
y
CL
or has/have produced ho irs nally known to me or has/have produced
r�Q as identification. Ir1�CL as identification.
� -
�"de__3�otary Public 4 Notary Public
l Commission No. -FC 1-1 Commission No. FF I O(7 O'!] 1Q 1
Name of Not! typed,printed or stamped Na fa r t sta
c osPRYP DIANA REED BELCHER O�pRV P DIANA REED BELCHER i'
Notary Public-State of Florida j1, ;'rt ;� Notary Public-State of Florida
````� •= Commission#FF 180791 1' f -•" • - Commission##FF 180791
My Comm.Expires Dec 3,2018 �i' '"fs oo-°•' My Comm.Expires Dec 3,2018
`� ��e°1ii1��•�� Bonded thrnunh Natinnal N ntary Accn l ;el jj11 �� Bonded thraunh Natinnal Nl�tary h— i.
140UIUU
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner:
Date Received:
Site: s Jr Ai�-neL4
Permit Type: (C)
Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
OCT 3
Kalvin ' rtz Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
k
ACCESSORY BUILDINGS & STRUCTURES
Sheds-Garages-Carports
CITY OF ZEPHYRHILLS — BUILDING DEPARTMENT
813-780-0020
1 a: Any ready made, manufactured, prefab or custom built on site must have plans, tie-down
instructions, signed and sealed by a Florida registered engineer certifying compliance with
Florida Board Code Section 1606 concerning 140 m.p.h. wind load.
OR
If to be constructed by homeowner, plans must be certified same as above. Survey is required
unless property corners are found and staked.
1b: Accessory buildings shall be engineered for 140 m.p.h. wind load.
2. Homeowner is responsible for set-backs and tie down requirements.
3. Plot plan needed showing existing and proposed buildings with all measurements
indicated.
a. Required Set-backs: Five (5)feet from side and rear property lines.
b. Note: Sheds shall be no larger than 15 % of the square footage of the principle
structure, or 300 square feet whichever is smaller shall be permitted at a single lot.
Only two (2) sheds per lot allowed. Portable structure which can be carried does not
require permit but must be placed in rear yard 5 foot side and rear yard setbacks.
Concrete pad allowed, but if structured with a footer, setback of five (5) foot is
required.
c. Tie Downs: All outbuildings or sheds shall be secured to the slab or to the ground. If
ground screw type anchors are used they shall be a minimum of 48" in length and
one for each corner for small units (10'x10') or less. Larger units shall use 48"
anchors each 10 feet. Tie down metal bands will be placed over the top of building
from anchor to anchor. If concrete anchors are used, then one each 24" around
bottom plate unless superseded by sealed engineered plans.
4. Permit fee is based on purchase value, contract price, or$10.00 per square foot with
minimum $45.00 permit fee. If electrical or plumbing is to be installed there is an
additional fee of$45.00 each.
5. Accessory structures shall not be rented or inhabited.
6. Permit application required for submittal and review time for permitting is a minimum
of 30 working days after submittal date.
7. All accessory uses to a principal use shall be located in a zoning district that permits
the principal use.
Shed s: an d Carports
Plan Review Comments
1) All property markers shail.be fully exposed at time of.inspection. (RED TAG IF.NOT
MARKED)
2).. All sheds shall:be installed and anchored per manufactures specifications. (RED-TAG IF
NOT ANCHORED PER PLAN)
3). All set-backs:shall be.met. :. .
4) Shall not be installed in easements,
5) Shall. be set in the rear.orsid.e yards:. .
6) Only.2 accessory buildings,pee parcel.:
1): Sheds'shall not be.rented'or inhabited::.
8) Must Meet.and follow all-conditions of ordinance:780-01
9) No_accessory building shall be larger than 300sq ft without site-plan approval
10) Not to exceed 16' in height at.peak.
11) No other work shall be permitted (framing, plumbing;,electrical and mechanical)unless
otherwise specified.-
12.) Accessory buildings:in residential zones that exceed 150 sq ft shall be constructed,of
masonry,.wood frame, aluminum or:.vinyl.: Aluminum and vinyl shall be resideritial grade.
and be consistent with existing.architecture' of the principle.building and adjacent
properties.
13).Fence shall not encroach-neighbor's private property or right way. :.
14) Fence shall be:no taller:than:6 feet in the rear.and sides of home: :4 feet'from the front
of home:
15)Good side.of.fence shall face out..
tit`RV SHAkL QC}VIP Y WITH PRE AJUNGa
r~ () 11PA BUILDiNG CODE,
N r,a'�r� L OTIRIC CODE,
WTHE CITY OP ZEPHYRHIL.LS
iNANS
Sun
Site Plan Waterman Properties of Florida communities
Majestic
Home Oaks
LOT#
294
1116" Scale
3 '
EB
a ED
Shed
22 Street
23
RV lot
Concre e
Street
NOV 1 1 2
Ct i`1'' lF -PHYR�1-�a
PLANS
inteirtekk Intertek-PSI Tel +1407304SS60
1748 331d Street Fax+1407 304 SS61
Oriando,FL 32839 intertek.com/bullding
January 15,2018
Mr.Thomas Campbell
Florida Department of Business and Professional Regulation
Manufactured Building Program
1940 North Monroe Street
Suite 90A
Tallahassee,Florida 32399-0772
RE: Plan Approval: Residential Lawn Storage Shed
Manufacturer: Robin Builders,Inc.(Lyons,GA)
Agency Plan Number: ROBIN GA FBCR2017
Dear Mr.Campbell:
Professional Service Industries Inc.,an Intertek company("Intertek-PSI"),part of Intertek'Building Science
Solutions,in pursuant to the requirements of the Florida Department of.Business and Professional Regulations,
the above referenced documents have been reviewed for compliance with:
2017 Florida Building Code,6t'Edition
2014 . NEC
A signed and sealed set of plans are maintained an file in the Third-Party Agency office of PSI.
All mandatory comments have been satisfied and plans are approved for construction by a modular building
manufacturer that is currently approved by the Department of Business and Professional Regulations.
If you have any questions or require my assistance in any way,please do not hesitate to contact me.
Yours sincerely,
Professional Service Industries, Inc.
Victor C.Martin,PE#82379 Richard Olds,FL SMI-76 S -45
Department Manager Modular Plans Examiner
Building Science Solutions Building Science Solutions
CC:Wayne Hartley—Robin Builders, Inc.(Lyons,GA)—wdhrobin@bellsouth.com
lil Intertek is a brand name representing the Intertek Group pic legal entities,including but not limited to,Intertek
Testing Services NA Inc.,Professional Service Industries,Inc.("INTERTEK-PSI"),Architectural Testing Inc.("INTERTEK-
ATI"),and MT Group Inc.("INTERTEK-MT"). Lon
www.intertek.com/building
I
ROBIN BUILDERS , INC . COMM,
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1.THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 12.ALL WIRE SHALL BE S12 THHN SOLID COPPER WITH GROUND.WIRING -a a a
2017 FLORIDA BUILDING CODE 61h EDITION,2014 NAIONAL ELECTRIC CODE, PROTECTED PER 2014 NEC. FIXTURE LOCATIONS&TYPE MAY VARY.
2017 FLORIDA FIRE PREVENTION CODE AND ASCE 7-10 FOR 160 MPH WIND VELOCITY
(3 SECOND GUST),EXPOSURE C FOR PARTIALLY ENCLOSED BUILDINGS. 13.ALUMINUM WINDOWS -TYPE,SIZE,QUANTITY AND LOCATION MAY VARY.
2.ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND MAXIMUM WINDOW SIZE 48"WIDE x 36"HIGH. >Er,"
ALL OTHER APPLICABLE CODES. 14.0 EXTERIOR WALL COVERINGS INCLUDE CORRUGATED ALUMINUM,
MESA ALUMINUM,4"l AP ALUMINUM,5/8'PTT-111 SIDING,VINYL SIDING
3.BUILDING CLASSIFIED AS RESIDENTIAL LAWN STORAGE_50/125 PSF FLOOR LOAD. WfTH ENERGY BRACE BACKER,FIBER CEMENT PANEL,POLYCARBONATE,
NOT FOR HABITATION. OR LP SMARTSIDE.ROOF COVERINGS INCLUDE 29 GAUGE GALVALUME STEEL, V rn
SHINGLE ROOF OVER 1/2"PLYWOOD WITH 2 LAYERS OF 15 LB-FELT OR ? w M
4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. PERMATILE OVER 7/16"OSS AND 15 LB.FELT. y a M n W o
5.OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS AS SHOWN,BUT MEMBER 15.USE 2-114"x.099"GALV RING SHANK NAILS FOR ALL CONNECTIONS BETWEEN
SPACING SHALL NOT EXCEED LIMITS AS INDICATED. WOOD,ENGINEERED WOOD,AND FIBER CEMENT SIDINGS AND FRAME. 4 F n
0
6.ALL FLOOR SKID&JOIST LUMBER TO BE#2 SYP KID PT 16.3/4"PLYWOOD FLOORING SURFACE NAILED WITH 3"x 0.120"GALV.NAIL SPACED a o z N z 4 z
o
ALL WALL PLATES,STUDS&RAFTERS LUMBER TO BE h SYP KD 6"EDGE/10"OC FIELD.FLOORING ORIENTED PERPENDICULAR TO FLOOR JOISTS. In O m E`--v 3
7.ALL WOOD WITHIN 8"OF GRADE OR IN CONTACT WITH MASONRY SHALL BE � �J v 0 a r
PRESERVATIVE TREATED IN ACCORDANCE WITH AWPA Ui AND 17.FOUNDATION,FOOTING AND ANCHORING OF UNIT WILL BE THE OWNER'S ti U.,
FASTENED WITH GALVANIZED FASTENERS. RESPONSIBILITY TO CHECK WITH LOCAL CODE AUTHORITY TO VERIFY SPECIFIC oIn Zo
REQUIREMENTS AFFECTING THE INSTALLATION SETUP AND UTILITY "' n O U J J
8.TRUSS DESIGNED TO SUPPORT D.L.t L.L.=35 PSF. CONNECTIONS TO THIS BUILDING.THE PURCHASER ASSUMES ALL 0 o a
RESPONSIBILITY FOR COMPLIANCE WITH LOCAL,COUNTY OR MUNICIPAL CODE ...
9.ALL ALUMINUM SIDING/ROOFING TO BE 3004 ALLOY CONFORMING TO ASTM B-209, REQUIREMENTS FOR THIS STRUCTURE. nMrtcVc
32.000 MINIMUM YIELD STRENGTH_ 18.ROOF DRAINAGE PER 1503.4&R903A
10.USE#8 X 3/4"TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN
ALUMINUM LAP SIDING AND FRAME.USE#8 X 3/4'WITH 1/2"NEOPRENE-BACKED
WASHER ATTACHED ON CONNECTIONS BETWEEN ROOF AND FRAME. STRUCTURAL LOAD LIMITATIONS
SPACING AS FOLLOWS: n orr a"�ervm
ROOF/SIDING-PERIPHERAL MEMBERS 5"OC Mc„m"a §DYIN BUILDERS, INC.
ROOFISIDING-INTERIOR MEMBERS 10"OC FLOOR LIVE LOAD:' „rrva,sra,va 5 S. STATEE ST,
SIDING- 12"UC BOTTOM PERIMETER. A. 50/125 PSF succcwma a LYONS GA 30436
"usamvran.�u•�;aac,.n.rt.",nc 9 2-526-3266
11.DOOR SHALL SE 1"X 1"STEEL TUBE WELDED FRAME WITH AN ALUMINUM ROOF LIVE LOAD: nm uny neaa:m�
PANEL INSERT WITH STRUCTURAL LINER AND PIANO HINGE.DOOR IS A. 30 PSF rKcc�umn 6
ATTACHED TO VERTICAL DOORJAMB.OPTIONAL DOORS INCLUDE ROOF SNOW LOAD: AMERICANA, RUFFY
DOUBLE ALUMINUM DOORS GARAGE DOORS,AND PREHUNG STEEL DOORS.TYPE, ,
SIZE,QUANTITY AND LOCAT'10M MAY VARY.DOOR NOT SUBJECT TO HEIGHT WIND LOAD: ,� ' ":'"-• FLORIDIAN, GAMBREL
AND WIDTH REQUIREMENT IF BUILDING IS<*400SF PER FBC 1010.1.1(8). `��: V06NSF•.•a,
A. ULTIMATE 160 MPH; NOMINAL 124 lAPII ';"��� BARN, GREENHOUSE
D. RISK CATEGORY 1 No.6=9 CLASSIC, PORCH
C. B V11N0 EXPOSURE CATEGORT' _'Rr: i '1�`= MODEL, STEEL
D. 0Cp-, = +-.55 INTERNAL PRESSURE =-v` / Tr�'
t:T': 8TATEOF f "FBC 2017
ir��}`1i'••20RIOP. G*�� _ "'12-20-17 1 of B
NONE
P•SI APPROVAL 2018-01-15 � ✓
FLOOR DETAILS
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PT 2X4(6)FLOOR JOISTS 16"OC� c1l 518-X 24-6-HELIX(OR EQUAL)ANCHOR FOR SOIL I
DOUBLE PT 2W SKIDS PT 2X4(5)RAIL % MODEL MRA(#24DACI)OR EQUAL FOR ROCK N
4 SKIDS REQUIRED FOR (3)3-X.12ONAILS .035 GALV.STRAP OR CABLE OF 4750ft CAPACITY f)
\E] FLOOR WIDTH OF 13 6- co
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DOWN ANCHORS SPACED 2'FROMLOCKS
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-'v 6' 552 S. STATE ST.
�'�--2X,1(6)PT HEADER BETWEEN UNIT VA7111 6* 8' 10' 11161 R
SKIDS 3x.120 NAILS 6'OC LYONS, GA 30436
tsnacnumau FLOOR JOIST 2X4 ZX4 ?Xt, ;.X6 ?.X6 912-526-3266
20 0 LVGLPE P rE
%0 NAILS PER #OF SKIDS 2 z 4
LSUCCCUUM436
16' 18' IT 24.6* i5l
2X4 PT HEADER BETWEEN FLOOR DETAILS
SKIDS-3"x,120 NAILS 6" Nc o DOUBLE PT 2X6 SKIDS W 40' 60' 84" 84- 4W
SIMPSON H4 OR EQUAL — —
ON IZElOX16ORLESS '�41 OC FLOOR JOISTS CM-4
SIh?PSON Hl%2 0 FOR 125 rSF FLOOR LOAD,16"CC OR-
R OR TE:DOUBLE 2X6 SKIDS DADOED 1.25-DEEP TO RECEIVE
ER NO R HE USED SO LONG AS DIMENSION 131 IS MIMED rGUALLY d I
ONSIZElOX18 FLOOR JOISTS.(6)3-X.120 NAILS AT EACH IVITH A CENTER SKIP AND AN EXTRA SKID IS PLACED UNDER SAC t
CONNECTION. OU SIDE kvivil.. C 2017
2-20-17 2 Of 8
FLOOR DETAIL (6) NONE
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HEADER DETAIL. SPANS&FASTENING FRAMING FOR AMERICANA.CLASSIC,RUFFY 20 GA.2.5!X 4'MfTEK CONNECTOR PLATES
EMBEDDED BY HYDRAULIC PRESS
HEADERS 1-2X4 I 2-2X4 2-2X6 EACH SIDE OF JOINT
WITH 1/2.. WITH 112" 12 20 GA-3"X 6"CONNECTOR PLATES
PLYWOOD PLYWOOD 3 AT THIS CONNECTION ON 14'11VIDE
UNITS ONLY
OR
104 OPTIONAL SAVE 3-MAX I
DOUBLE 2X4 SYP#1 KO STUDS&DOUBLE cli
2X4 SYP 91 KO X.
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STITCHED W/3"X.12 FT EAC CAD
0 MAILS 12"
MAX SPANS 1 22.5" 1 64!' 95" 2X4 SYP#1 KD WALL STUD WITH
�FASTENIW 1301 x 1, 12'2)(3 BLOCK• 2X4 SYP#1 KD JACK STUD
NAIL EA END NAIL EA END NAIL EA ENO AT DOOR OPENINGS
SILL SPAN&FASTENING j
SILLS 1-2X4 �IX4 SYP#2 KD,BELTLINE DADO INTO STUD
1 1/2"X 12"26 GA.GALV.STEEL PLATE- CONTINUOUS AROURD PERIMETER
TOP&BOTTOM OF EACH STUD 0
(2)3"X.120 NAILS PER CONNECTION p
(8)126'X.105r NAILS(TYP.) — PX4 SYP#1 KD BOTTOM PLATE
EL 3x.120'NAILS W SPACING
7 DOUBLE PT 2X6 SKIDS TYPE AND LOCATION OF DOORS
6" MAX-- AND WINDOWS TO VARY
MAX SPANS . 4&' NOTE FOUR SKIDS UNDER 13'6-WIDE FLOORS
TE G 3-130'x 3" za ww'o
NAIL EA EN TYPICAL DOOR FRAMING: 4 'w"I"D 5:
.- TC4 END WALL FRAMll"AG MAXIMUM DOOR SIZE-
N.T.S. I 08'W X 80"H
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12 CIO t-0,
to >
II 3 F— --20 GA.2.6"X4"MITEK CONNECTOR PLATES wftqWk =I,;— z t�a
1X4 SYP#2 PURLIN SURFACE NAILED tz) oz�! 2;;i 0 z
EMBEDDED BY HYDRAULIC PRESS (no ]--5 �:
WITH(3)7116-X 2-16 GAUGE EACH SIDE OF JOINT
STAPLES PER CONNECTION
(ALT)20 GAUGE STEEL HAT CHANNEL Ln
W/(2)2-1/4-XD.131 HT NAIL PER CONN. z
(3)3'X.12ONAILS C4
PER CONNECTION 2X4 BOTTOM CHORDS ON 10',11V DELETE OH ON AMERICANA 0�rn
-d3- &13'6WIDE UNITS ONLY
OPTIONAL SAVE 3'MAX AND RUFFY MODELS 1CCAM54V
Pt asMPas,senwu -
2X4 SYP#1 KD STUDS&RAFTERS 24"MAX SPACING
SIDIN(3-SEE NOTE 914
90" MAX. R013IN BUILDERS.552 S. STATE ST.
GA._30
IX4 SYP#2 KD CONTINUOUS BELTLINE,DADO INTO STUD (5.52i
PI 2'T*526- ,a6
STUDS TOE-NAILED TO BOTTOM— (2)3"x.120 NAILS PER CONNECTION INC.I
PLATE,(4)T5030'MAILS(TYP.)
2X4 SYP#1 KD BOTTOM PLATE,3"x.120 NAILS 8" C'11%1'1"�'.'.........
'�*' %A .. 11 RUFFY, CLASSIC,
6 AND AMERICANA
L
1 112"X 12"26 GA.GALV.STEEL PLATE- DOUBLE PT M SKIDS VA FRAMING, DETAILS
UD Al EACH S 0 FLOOR CONNECTION 4 SKIDS ON 13'6"WIDE
(B�
1.25"X.105"NAILS(TYP.)
%
-12-20-17 3 of 8
SECT10i'd D ETAI L
" NONE
N.T.B. 1<_.r- <.t-..r_.1.rxtttil�k! ;.: _.._
PSI,4PPROL:A2.2011-1-01-15
FRAMING FOR FLORIDIAN
c.,mor aictm
NOTE GABLE ORIENTATION IS SYMBOLIC O 00 n
Uttertek ETOLE CAN BE IN EtTiERDRCIN N
�Ln I
to 0
12 N
2.5 F ROOFING'SEE NOTE#14cq
N
1 1i2'X 18"26 GA GALV.STEEL - -+
STRAP AT TOP OF EACH STUD ON
SJ
GABLES-ATTACH TO TOP OF RAFTER
&OVER RIM&TOP PLATE TO STUD O
piers ft-iewcr:tttd-d OW (8)1.16"X 105"NAILS(TYP) 2x4#1 SYP VERTICAL RIM r j
=05107= OVER 2x4 91 SYP TOP PLATE
Ftpsmms,sru-r6 OUBLE 2)(4- 3'x.105"NAILS G"SPACING o 0
LSUCCC OlUO2416
Deportment Manger,tTctur C.Mamas,PE SIDING SEE NOTE 414 F O a
ftperx237s'LApE04zm7 "•---2X401SYPKOSTUDS z >
Lsuccc eU02436 3 0
..low
1 i,•2'X 12"26 GA.GALV STEEL PLATE 'IX4 PURLIN +�~—iX4 SYPKD PURLIN J a
1 {z}3"x 0.120 a
AT BOTTOM OF EACH STUD NAILS PER
(8) 1.26"X 105"14AILS(IYP) CONNECTION
2X4(6}FLOOR JOIST—-� DOUBLE PT 2XS SKIDS \'-7x4 SYP 3 BOTTOM PLATE m
MAX. 13' 6"—� TYPICMAXIMUM SIZING
MAXIMUM DOOR SIZE
110"WX 78"li In
END WALL FLAMING �
Ir/] '—MM t,A KO
3 214 SYP#1 TOP RIM RAFTER 3-3"x,120"NAILS AT EACH '>r h q a- O
I OVER?x4 SYP.111 TOP PLATE CON T 1 STUD Tq PLATE CONNECTION N.T.S. 2 D
FASTEN!W13"x.'120 NAIL 8"qC ---1 1C'"x 16"25 G STEEL STRAP t"-p
TOP OF STUD&RAFTER CINNECTION �^ w z
(8)1.25"X.105"NAILS(IYP.) 5 W p
�-ROOFING:SEE NOTE 1114 04 r m O
',X4 rli SYP STUDS 0 m Z
24"MAX SPACING
N
f O u1 m o
O U J J
OR 00a3,
IX4 PURLIN RAFTERS 2x4 SYP 111 LON 24"CEIdFERS BEARING
2X4 ll SYP BOTTOM PLATE NOTE. EAPiT`IEONAL 3"NUW-STRUCTURAL DIRECTLY
8E 5,N LE 2X4 RAf7ER FOFL.SPA h4lVC 53".
-- Al ACH TO GABLE RIM*04-3"x.i2W NAILS EA END
1 112"x 17'26G GALV STI'.APS USE DOUBLE 2x4 SYP#1 IN"T"PROFILE MAX SPAN 136'
BOT.EA.STUD TO RIM JOIST DOUBLE STUDS AT CORNERS STITCH W/3"x 120"NAIL ON 8'CENTERS
FASTEN 08-1 114"x.105"NAILS X x.120'NAILS ON 8"SPACING ATTACH TO GABLE RIM'All 6-3"x.120"NAILS EA END t20HIN BUILDERS INC.
SIDE WALL FRAMING 55 4S.S GA30436
2Y4 ill SYP STUDS--�� 91C�52t 3266�-5
24'O,C.
2-3"x.120'NAILS EA END
2x4 01 SYP TOP& �...
i ff 1X4PURLINDADOEO—' BUTTT'OAIALATESCONT.
`t .,s~...
I t ti e.il)+trt Ir gmO f*r STUDS FLOORING SEE NOTE 06 FLORIDIAN
ti°Oti = aL '•, SIDING:SEE NOTE#14 FRAMING DETAILS
L X
= - No.53938 j 1 1/2'x 12"26 G STEEL STRAP
&
TOP&BOTTOM OF EACH STUD
2X4(6)FLOOR JOIST �f KJ3
TYP'ICAL CROSS SECTION
SCALE: 1 f 4" = t
T> I riPPRt.V51.2�}'t$-0.1.1!;
I
GAMBREL BARN FRAMING DETAILS 1X4 SYP#2 PURLIN SURFACE NAILED WITH
(3)7/16"X 2"STAPLES PER CONNECTION
(ALT)20 GAUGE STEEL HAT CHANNEL rya xa..
(3)3"X.120 NAILS AT STUD 12 W/(2)2-1/WX0.131 HT NAIL PER CONN.
TO TRUSS CONNECTION 3.5�- p rn III20 GA.2.5"X 4"MITEK CONNECTOR PLATES N
12 EACH SIDE OF JOINT •-N
4 Iv u Nn ie°rer.rsrwre ma> 160
II "xy'immi° C4 STUDS&RAFTERS h N
DOUBLE 2)
nusnv is,sMc2a HEADER FOR DOOR OPENINGS ONLY /AT ENDWALLS ONLY N
iswc[nu°2a2n STITCH TOGETHER WITH -'N
uepanmani Manage:Vlq"rGMartla,PE 3"x.120"NAILS$"SPACING
FL PE 082329,N PC 5i2°i2 � n.
iWCCCnu0243c SIMPSON H2 OR EQUAL----"'�
EACH RAFTER TO STUD r J
SILL SPAN&FASTENING CONNECTION W/(6)0.120"x 1-112"
SILLS 1-2x4 NAILS PER ANCHOR DOUBLE 2X4 W m
a o1
2x4 41 SYP STUDS 24"OC MIN J J
I F-p�¢
MZI
�z >
y
1 1/2"X 72"26 GA.GALV.STEEL PLATE -1X4 PURLIN z p101
AT TOP&BOTTOM OF EACH STUD 7X4 PURLIN2-3"x.120 NAILS
WITH(8)1.25"X.105"NAILS(TYP. NECTIONPER CON ¢
MAX SPAR 48" ` (3)TO PLATE CONNEICTIONLS AT STUD
3.130"x 3" m Ln -o
FASTENING --2X4#1 SYP BOTTOM > ^
NAIL EA EN
�- —_- DOUBLE PT 2X6 SKlOB &TOP PLATE
—HEADER DETAIL,MAX SPANS&FASTENING ' NOTE FOUR SKIOS UNDER 13'6"WIDE FLOORS ONLY �n
_ �{�— TYPICAL DOOR FRAMING: U tO a i
HEADERS 1-2x4 ; 2-2X4 2-2X6 13' fi" MAX.-
MAXIMUM MAXfMUM DOOR SIZE-
t I WITH 112" WITH t/2" 108"W X 8D°H to M w ¢o
PLYWOOD PLYWOOD E f`J D WALL_ FRAMING a �^¢� iL �W
I N p>
® N.T.S. r=p in �4 a
I 1 NZN C
1 1-04X4 12 20 GA.2.5"X 4"MITEK CONNECTOR PLATES �.m U p W
3.5 r— OR EQUAL EA SIDE OF CONNECTION G In-'v m
- -I
MAX SPANS 22.5" W. 96" 12 I ---5 - '�—i w o p J
—2X4#1 SYP BOTTOM CHORDS ON
FASTENING 3.130"x 3' 6,130"x 3" 8-,130"x 3" 16 / m t 10'WIDE&11'6°WIDE ONLY
NAIL EA END NAIL EA END NAIL EA END =
DOUBLE TOP PLATE CONT.24 OVER 2YA _
SIMPSON H2 OR EQUAL
EACH RAFTER TO STUD 2X4 4-1 SYP STUDS&RAFTERS
CONNECTION W/8-#8 x 1.25" MIN SPACING STUDS
SCREWS PER ANCHOR ROBIN BU1L0 RS INC.
5 2 S. STAT SY.
i a I O S, GA. 0436
SIDING:SEE NOTE#14--'� 0 I(91Y2 526-3266
to -1X4 PURLIN
tail I II I iI rrrr 1 112"X 12"26 GA GALV.STEEL PLATE PER CONNECTION
�•' °. ', ,:R�'�i� EACH STUD TO FLOOR CONNECTION m GAMBREL BARN
�r°+,• �,CENs�'-.e0 WITH(8)1.25"XA05"NAILS(TYP.) ` Q
\ O 2X4#1 SYP BOTTOM PLATE FRAMING DETAILS
No.53431)
DOUBLE PT2X6SKIDS
NOTE F UR SKIDS UNDER 13V"WIDE FLOORS ONLY ABC 2017
;�.r:•r:�ri:�:A�f/''�,'•: OftiOl �'a�•�✓ ._ . 1�2-20-17 5 of 8MAX.
...........
NONE CROSS, cEC 1Q1"-� DETAIL
i;' PSIAPF'ROVAL.''>.U1Fsfit-15 N.T.S.
TRUSS S CHEDULE OUB E/Dc TRUSS
SYP 1 TRUSS RAFT EF2%aT ENDWALLS FRAMING FOR PORCH MODELS `��
&STITCH TOGETHER VI'/3"x 0120"r WLS 8"OC CEiv
DOUBLE TRUSSly
20 GA,2.5"X 4"TRUSS PLATES {
AT ENDVVALLS "FIELD TRUSSES 24"OC- No,5M9
% NOTE:GABLE ORIENTATION IS SYMBOLIC EACH SIDE OF TRUSS = , ; _ w N
SINCE GABLE CAN BE IN EITHER L _ o
`\ DIRECTION.
12 &TA�dF N
KINGPOST ON TRUSSES>99" •'•, .r„ n
SINGLE TRUSS OVER WALLS �\ 2.5 % .
t /!LlpptfpPy.4�\
1 1/2'X 12"L 6 GAU GAL Y.STEEL P ATE \z .1 I'L.•'T'o-l�-C }iN'`�''tTl: •._ m
(8) 105"x 1.25"NAILS
- a
ROO ING:SEE NO4'M14
0
LK HT 20 G GALV STEEL HAT CHANNEL.
'A'/(2)2-1/4"x 0 131"HT NAILS PER CONN. , -2X4 91 SYPKD STUDS 1 w a
i)ll CT OUBLE 2X4 2-3"x.120"NAILS o
; p
EACH END IJ
SIDING:SEE NOTE 414
O
wZOix
J D_
1X4 PURLIN -1X4 SYPKD PURLIN r1 a a
11/2"X 12"'L6 GA.GALV STEEL PLATE—, t213"x 0.120
ROOF FRAMING TC P&BOTTOM OF EACH STUD COON PER
(8) 1.2.5"x.105"NAILS(TYP.) CONNECTION
N.T.S. 2X4 6)FLOOR JOIST PT > m
( DOUBLE 2X6 SKIDS
—13' 6" MAX. TYPICAL DOOR FRAMING
20 G GALV STEEL HAT CHANNEL � MAXIMUM DOOR SIZE tn
VV/1!2)2-1f4"x 0.131'HT NAILS PER CUNN. DOUBLE PT TRUSS 11p W X 79"H °m
2-3"x.120'GALV NAILS NOTE FOUR SKIDS UNDER 13'6"WIDE FLOORS ONLY w"r to
1 1/'C"X 16"28 G STEEL STRAP-� AT B"SPACING ~ a o yj cJ
TOP OF STUD&TAIL END OF TRUSS �--J^ rcM�h /� pj F-M 1 w m o
T-
(8)1,°5'X,.105"NAILS(TYP.) END '(/dLL 1-RA1"Z(�ING_ Nam a ow
��/H O I vNi �'
2 X 4 PT NAIL TO UNDERSIDE N^ z
3"X12'"1It G GALV.PLATES ON N.T.S. o z N c ,.
OF TRUSSES 2-3"x.120"GALV N o- r=}0 3
_'OUTSIDE SURFACES IL E POSTS ROOFING:SEE NOTE t114 0
10-3"x0.120"GALV NAILS EA PLATE NAILS ON 6"SPACING N w
"�•^""'"""'"'"a6'°' 20 G GALV STEEL HAT CHANNEL ix¢ �
W1(2)2-114"x 0.131"HT NAILS PER CONN. --.� 'n N(3<
n 6wurn re \
�ctt�ua¢au p
PORCH DETAI LS �`°"� "'a`r �
r.emm,ue¢arwv 1 1i:: x 16"26 G STEEL STRAP
����"mwr TOP OF STUD&TAIL END OF TRUSS ��-
(8)1.25-X 105'NAILS(TYP.)
N.T.S. DOUBLE 2x4 SYP PT TOP RIM JOIST 2X4 SYP 1 TOP
OPTIONAL:;"- q
1 lr2"%1h"26 G STEEL STRAP_.1 OVER 2x4 SYP PT TOP PLATE CONT. NONSTRUCTURAL EAVE RItA JOIST COPNI
TOP OF STUD&TAIL END OF TRUSS --FASTEN W/2-3"x.120 NAILS EACH 8" _
f8 1 26"X.105"NAILS P. DOUBLE 2x4111 S'fP- '^• a ib"
CORNER STUDS 4X4 PT HEADER SUPPORTED BY
2x4 PT JACK STUDS 2X4 SYP P'f TOP �.
�— OPEN PORCH AREA PLATE GONT a
"X4 q1 SYP S'fLID5 MAX V SPAN WALL TO CORNER POS i 552kOfi S.
BUILDERS ZINC.
'24 CENTERS 2X4 i17 SYP STUDS' S52 S.STATE S�.
2-3"x 120"W+IL EA END __ r--4x4 PT POSTS AT EACH 24"MAX SPACING ¢L,YONS GA 301.36
OUTSIDE CORNER r-2X4 Ill SYP BOTTOM '12^52$-3266
TYPICAL WIN FRAMING OF PORCH ! / PLATE-INTERIOR
/--2X4 PT RAILINGS ! WALL ONLY
3 PotAX 6"OPEfJING 'IX4 PURLIN DADOED=`� •...�....•_
I14TO STUDS FLOORING:SEE
PURLIN- NOI'E II16 PORCH MODEL
MR. SIDING:SEE NOTE.914 Ar' FRAMING DETAILS
2X4 IN SYP BOTTOM PATE 1 1r'2"x 12'26 G STEEL STRAP'
3"x.110"NAIL b"SPACINGA BUT.OF EACH STUD TO RIM JOIST
1 1P2"x 12"26G GALV STRAPS -� (8)125'X.'105"NAILS(TYP.)
BOT OF EA STUD TO RIM JOIST ON PORCH FLOOR
ONLY DECKING 1
3-xION OUTSIDE SURFACESTES OF 2X4(6)FLOOR JOIST _rBC 2D17
FASTENW/A-7 1/4" .105"NAILS TOP&BOTTOM OF 4x4 PT CORNEP,
POSTS-1 0-3NO.120"GALV NAILS EA PATE CROSS SECTION " 7 OF 8
SIDE WALL FRAMING — SCALE: 114" = 1' 'ASS NOTED
PSI APpROV>\L a01 ES-U 1.1 b
PLYWOOD FLOORING— �r-2x4 BASEPLATE FLOOR JOIST GENERAL NOTES
FLOOR JOIST— 1 /f--2x4<6) PT RIM JOIST —
,.--2'r.2'x1/6' ZINC PLATED WASHER / I m r
/ l-3/4' PLYWOOD FLOORING Cy
f/ .---1/2 X4' GALV LAG BOLT / 1. BUILDING pIJCHORS INTO EARTH SHALL BE o
i ^.C� 2x4 BASEPLATE MOBILE HOME TYPE 1/2' SINGLE HELIX EYE
ANCHORS BY HOME PRIDE OR EQUAL WITH I tn0
-4ANCHOR ATTACHED TO BUILDING / `N
WITH 1/2'x4' GALV LAG BOLT // ' 2x4t67 PT RIM JOIST MINIMUM EMBEDMENT OF 24' AND N
THROUGH WASHER THEN EYE OF , AVERAGE HOLDING POWER OF 4,00041
ANCHOR, THEN 01 JOIST & 2. BUILDING ANCHORS INTO CONCRETE 1/2'
WEDGE ANCHORS WITH MIN 3' EMBEDMENT .4
INTO E14D OF FLOOR JOIST 2'x2'xi/B' ZINC- o
-- —•-----GRADE �� �� PLATED WASHER 3. ANCHORING DF_ L`T T GROUND PEP. LOCAL ¢
LLL(� BUILDING CODE. LOCATE ANCHORS PER o
° —1/P.'X4' GALV LAG BOLT SPACING REQUIREMENTS SHOWI4 WITHIN ~ -lC,;
4. ANCHORING SYSTEM TO CONCRETE SLAB PER w ccr-
PIER SPACING I LOCAL BUILDING CODE LOCATE ANCHORS PER o 0
REQUIRErtErJ7S SAM SPACING REQUIREMENTS SHOWN WITHIN
AS ANCHOR SPACING lit' EYE AUGER ANCHOR WITH ANCHOR. ATTACHED TO BUILDING 5. END PAD SPACING IS END OF BUILDING TO
PEGUIP.EMENTS z• 4' SINGLE HELIX &MIN. WITH 1/2'x4' GALV LAG BOLT CENTER OF END PAL
EMBEDMENT OF 24'.LOCATE THROUGH WASHER THEN EYE OF � 3:�
�r ANCHORS ONLY ALONG LING G. PAD SPACING OTHER THAN END PADS IS
i ANCHOR, THEN RIFT JOIST & CENTER TO CENTER E IL_j iL
SIDE OF BUILDING. END ANCHORS INTO END OF FLOOP JOIST a¢a
WITHIN 2' OF EACIJ END, THEN 7, BASE OF EACH FAD T❑ HE 8'x16'i4' -SOLID
a' MAX ANCHOR SPACING. CONCRETE BLOCK (CEMENT AND SAND MIX)
J— —GRADE B. HOLLOW OR SOLID CONCRETE BLOCKS MAY t
—r BE DRY-STACKED ON PADS FOR HIGH SETS
UP TO 48' WITHOUT REINFOP,CING >
SHED WITH ATTACHED :�-KIDS I 1/2' EYE AUGER ANCHOR WITH 9. ANCHOR IS BASED ON ASCE 7-10 U E
4' SINGLE HELIX & MIN. RISK CATEGORY 1 BUILDING EXPOSURE B
ENDVIEW EMBEDMENT OF 24'. LOCATE e V lz,o C 0
ANCHORS ONLY ALONG LONG 160 M.P.H. <3 SEC GUST,, EXPOSURE C ` Nv� h w
SIDE OF BUILDING. END ANCHORS 2017 FLORIDA BUILDING CODE 6th EDITION
SCALE: N.T.S. WITHIN 2' OF EACH END, THEN 10. MAXIMUM INTERIOR SIDEWALI- HEIGHT OF pj iw—M i•7 to..
N B' MAX ANCHOR SPACING. BUILDING IS 8'0' INSIDE WALL HEIGHT I>y r¢ w �
if
U. MAXIMUM WIDTH OF FLOOR IS 13'10' WIDE A N0C4 a. 00
12. MAXIMUM LENGTH OF FLOOR. IS 50' LONG �;vi I
13. PIER SPACING REQUIREMENTS SAME AS ti z !,
AUGER ANCHOR SPACING REQUIREMENTS ,No w
ANCHOR ATTACHMENT DETAIL
n r0}0 U0
tnterteK o a w
>
SCALE- N.T,S, a v~I p 0
z U-'Z
PUUPIDATIUIJ ANCHORING 1"!E DOWN aY I FA-1 0 o 43
2x4 BASEPLATE•\ —n) 1/2' ZINC PLATED NUT TO BE SI IE DESIGNED AND LOCALLY
—
3r'4' PLYWOOD--•��� i —C17 2'x2'xl/E' ZINC PLATED WASHER PERMITTED
26 GAUGE G-90 GALV
2x4<67 PT RIM JOIST STEEL L5i x La'L Pions Ucv,Ovc,:Ri hard Did
i!2' WEDGE ANCHOR. WITH U-SHAPED BRACKET ICCUS107SO
1/2' x I2' EYEBOLT 3' MIN EMBEDMENT INT❑ ATTACHED TO EACH F105MP45,SMi•76 ^^"^�•.-•
SOLID CONCRETE SLAB IUD $ FASTENED W/ LSUCCCAOW416
�- THROUGH 2x4 WALLPLATE (t4i- 0.06? x 1.2� oc n ¢ R BIN BUILDER" INC.
EYE BOLT ATTACHED'r0 ANCHOR WITH Pa meet Mono n:vinor C[Armin,PE T
Cl) L'2'x2' ZP HILT, <2) 2'x2'x1lB° & 2x4 PT BOTTOM PLATE. RING SHANK GALV NAILS FLPE082339,1AFE042017 5 2 S, S ATE 5'T.
ZP WASHER, (1) 1/2' ZP NUT SPACING OF ANCHORS TO ol1d�(s, GA. 30436
BE MAX o ALONG ALL 2x4 BASEPLATE Lsucccnuoms 912) 526-3266
`—_rr24 SIMPSON (or EQUAL' FOUR WALLS WITH 1
MIN 4' •.:"-1'�" r•� `: 870$ UPLIFT WITH 1/2' WEDGE ANCHOR WITHIN I' OF %0jitfiji"t
ANCHOR MIN 3' EMBEDMENT. EACH CORNER. 2'x4' P.T. BASE LOCATE ANCHORS ONLY AL014G .
'OPIL'RETE SLAB BY .;a••• 1
COt•1CRE7E SLAH EY LONG SOLE OF BUILDING, END T LOCAL CODE /t ucrlrsE-•• !'
OTIJERS I_UCAL CODE ANCFIORS WITHIN 2'OF EACH MW 4' +:�:=��.; AND JURISDICTION ti-:'�' '•"�'= TIE DOWN DETAILS
AND JURI DICTION END, THEN 3' MAX SPACING J APPLY _ No 53439
1 APPLY — •` 'T.... ,
SHED WITH ATTACHED SKIDS SHED WITHOUT FLOOR
ANCHORED TO CONCRETE ' � .FCaR1oP:, C;: "PIE DOWN
_`--_-Ef'JD VIEW ANCHORED T❑ CONCRETE E ..'ti•�•••••
7,� sBSFr'C� xl�` 12/20�17 8 of 8
END VIEW ���rhiiJTil,l ._•��.. ;:..._
AS NOTED
i SCALE: N.T:;. SCALE: N'r.S. '
P51 i�PFH+aVAL'?iJ 16-�Ji=Ili
. . ~ IIIIIIIi11111�I�ii1111iIIliIl�IffiIIllllilf1111iI��IfiNl661
2018198718
Perri Parcel tD No t toc; .0 C'C)CAD
NOTICE OF COMMENCEMENT
State of �.
THE UNDERSIGNED hmaby gives notloe that Ynprow�nent wIG be made to certain real property,and in accordance with Chapter 713,Florida Statutes,
the
faaowtng Information b provldad In this Notice at -
1. Doscription of Pro .GP�arcel[dontf8ca8on No.� -i� 'f) i�Z(� �•t y� ';U 1- �i '`.`i.i `
street Address:AAJ� ' �1 `'C 1 ' 'Y
2. General
,DDesaiptionofknptovw w4.,7-rj f t i' i)�`Y"1 ' 's /
a, to t,,�'
` ��' \r) mil� a,
X ,i'1(`re-W, QQ�
3. Owner Infamatkrr or Lessee Wwriatlan 9 the Lessee contracted for the Improvement
' %t -F02 r L"t3 t Gtk�l glelf�tAddrs" city state
Interest In Property:
Name of Foe Simple Tiveholder. N1
(if df teat from Owner listed above)
4. contractor
ork t"('x . �r erUe oW �� fl =
L1r-)1 =*Z fi hr I
.'fit-.
Address CAY State
Contractor's Telophon i No.: RGpt:20@8875 Rtsa: 0.00
S. Surety: DS: 0.00 IT: 0.00
Name 11/27/2018 K. D. K. , Dp1'y Clerk
Address City State
Amount of Bond:S Telephone No.:
8, Lender.
Name
Address City State
Landoes Telephone No.:
7. Persons whhin the State of Florida doulgnated by the owner upon whom notices,or aPRULA S.0'NE1L Ph PD R5C0 CLERKv& COMPTROLLER
Section 71s.13(1)tej(7).Florida Statutes: 11/27/2018 03.10 m 1 of
Name OR BK 822 PO 3378
Address City State Gi
Telephone Number of Designated Person:
B. In addition to himssH,the owner designates of—
to receive a copy of the Lionor's Notice as provided In Section 713.13(1)(b),Florida Statutes.
Telephone Number of Person or Entity Designated by Owner.
9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of constambon and final payment to the
contractor.but w18 be one year from the data of recording unless a difforent date Is spaci8od):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN
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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under perrany of penury,l declare that I have read the Ion*oing notice of oommencemsm and that the tads stated therein are true to the beat
of my knowledge and bailer.
STATE OF FLORIDA
COUNTY OF PASCO
S furs of Ovmor or Leases,or Owner's or Lossoe's Authorized
dDlractorlPortnerlManager
sitinaa �� c_ r�
The romping Instrument
t was saknowts d before me this day %
Of 20Ot by � �i � V
as .V (type of authority.e.g..officer,trustee,attorney In fact)for
�// o on om Instru ant
Peraonairy Knadri®QS produoad Identification❑ WotanY S nature >
Type of Identification Produced Name(Pdm). , 4>1a2C'1 e
1 4P,aV"(9, DIANA REED BELCHER
Notary Public-State of Florida
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VLORIDA,COUNTY.OF PASCO
IA L- STATE OF
THIS IS To CERTIFY THAT THE FOREGOING IS
TRUE AND CORRECT COPY OF THE DOCUMENT
ON FILE OR OF PUBLIC RECORD IN THIS OFFICE
WITNESS MY HAND AND ND OFFICIAL SEAL THIS
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w lVeN DAY
-�0 A—ULA S.O'NEIL,CLERK&COMPTROLLER
LiDEPUTY CLERK
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