HomeMy WebLinkAbout20-22377 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 22377
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 22377 Address: 37628 NEW HORIZONS BLVD LOT 61
Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL.
Class of Work: CARPORT Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: GRAND HORIZONS
Est. Value: Parcel Number: 34-25-21-0090-00000-0610
Improv. Cost: 7,004.00 OWNER INFORMATION
Date Issued: 1/30/2020 Name: VAKULA, EDWARD & JULIANN
Total Fees: 120.00 Address: 1592 VERNOR RD
Amount Paid: 120.00 LAPEER, MI 4 8446-8728
Date Paid: 1/30/2020 Phone: 810-667-8988
Work Desc: INSTALLATION CARPORT W/CONCRETE 198 SQ FT
CONTRACTORS APPLICATION FEES
SUNSTATE ALUMINUMN INC BUILDING FEE 120.00
Ins ections Required
FRAME
SHEATHING
FINAL
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute SS3.80(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.
C0 N T RA�C&OR G ATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
L ku (S�,�`► fit✓
GRAND HORIZONS HOMEOWNERS ASSOCIATION
APPLICATION FOR APPROVAL
EXTERNAL ARCHITECTURAL OR LANDSCAPING
IMPROVEMENT, ALTERATION, ADDITION, DELETION OR REPAIR
Date:
Please Print Below Information:
From: OWNER:L&1k)Ae✓ l�� l�s'V�� LOT# /
ADDRESS 3 76�-2—0 94-�I-P Z
REQUEST FOR: Preliminary Approval? Final Approval?
I, the undersigned owner, hereby request approval of the following described external architectural or
landscape improvement, alteration, addition, deletion or repair as required by the governing documents:
Plans are attached: Yes No Estimate Date of Completion: F4& 2e.2c o
Note: Plans are REQUIRED for all requests detailing any and all changes proposed. Plans need to provide
sufficient detail that we can determine what and where the changes are to be made AND must be signed by
the homeowner. See back of this form for additional inys r-u tior�s.
Owners Signature: c� %�/G! � f� /Vq re-0
ALC Approval 1. Date: ,2
ALC Approval 2: Date: P
ALC Approval 3 2 z Date:
Approval valid until this date:
April 4, 2019
cD
Sheds and Carports
Plan Review Comments
1) All property markers shall 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 tie installed in easements.
5) -Shall be set in the rear or side yards.
6) Only 2 accessory buildings per parcel.
7) Sheds shall not be rented or inhabited.
8) Mu-st meet and follow all conditions of ordinancei780=01
9) N6.acces.sory building shall be.larger than 300.sq 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 residential grade
and be consistent with existing architecture of the.principle building and adjacent
properties.
1.3) Fence shall not encroach neighbor's,private property or:right.of 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.
0
iz
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: G �
Date Received: — [ L— Zb
Site: 3 7(P 2U c �4S U
Permit Type: L S'[
Approved w/no comments:0 Approved w/the below comments: Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
JAN 2 3 2020
Kalvin witzer fans Examiner Date Contrac or an or ilomeowner
(Required when comments are present)
INSTR#2020014879 OR BK 10043 PG 2693 Page 1 of 1
01/28/2020 11:03 AM Rcpt:2129686 Rec:10,00 DS:0.00 IT:0.00
Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller
FBC Plans
'lorida &Engineering
Building 6272 Abbott station Dr.
Unit 101
Pa. Zisphyrtlilh,FL 33542 Parcel ID No
NOTICE OF COMMENCEMENT
State of County of Q
U
THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property,and in accordance with Chapter 713,Florida statutes,
the folloWing information Is provided in this Notice of Commencement:1, Description of Property: Parcel Identificationc�
/ No. 3 I
StreetAdoress: _771g V,? /VPW) /7Z>14e
2. General Description of Improvement Carr 2 yLp T—
3. Owner Information or Lessee Information If the Lessee contracted for the improvement:
leo/[yalld/ MR,
3711 10?R /" ./
Address /Yl�r:z6Lr t �/ur0 t��w 47 r xf A
City State
Interest In Property: to W n p
Name of Fee Simple Titleholder.
(If different from Owner listed above)
Addressr.
U& 7 ! City State
4. Contracto 7 VP
Nam /lr✓ zelJ/+y lr r ��S �3r y
Address pp city State
Contractor's Telephone No.: bI3— 7&— 770 f
5. surety:
Name
Address City State
Amount of Bond: $ Telephone No.:
6. Lender.
Name
Address City State
Lender's Telephone No.:
7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)(7),Florida Statutes:
Name
Address City State
Telephone Number of Designated Person:
8. in addition to himself,the owner designates of_
to receive a copy of the Lienor•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 construction and final payment to the
contractor,but will be one year from the date of recording unless a different date is specified):
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 penalty of perjury,I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best
of my knowledge and belief.
STATE OF FLORIDA
COUNTY OF PASCO
ignature of Owner or Lessee,or Owner's or Lessee's Authorized
Officer/Director/Partner/Manager
Slgnatary's T•dlelOffice L
The foregoing instrument was acknowledged before me this day of sa P1 .20 y by
as (type of authority,e.g.,officer,trustee,attorney in fact)for
(nam of party on behalf ofwhomfrymentwa,executed).
Personally Known❑O$Producje—d'Idenlli/�ationj Notary Signature .
Type of Identification Produced r/ �/r/ ;jCe'1Sldme(Pdntj' Al 1-6 S
l NNe puftBmolri d ta°rw'
' . . ... 1:>''•i``-,_.- - �►��/ Mr�ranlon��ootnla�o
wpdatafbcs/noticecommencement_pc053048,
ic S�'ATE OF FLORIDA,COUNTY OF PASCO
THIS IS TO CERTIFY THAT THE FOREGOING IS A
TRUE AND CORRECT COPY OF THE DOCUMENT '
ON FILE OR OF PUBLIC RECORD IN THIS,OFFICE
In hod Y!v 7rtcst
1NNOMY HAND AND OFFICIAL SEAL THIS
- DAY OF t Q 'V' 2
i r C COM ROLLER
\��r� •� E �
Y DEPUTY CLERK
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received Phone Contact for Permitting
Owner's Name C( �([ Owner Phone um er v���'�yQ
�1 zu)its
Owner's Address 7 pl Y Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address"" n,., / A
JOB ADDRESS �poZ eft/ `Tt7T 1ZOkS 1V) G{f! S �3 7 �yLLOOT�#� I
SUBDIVISION PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADD/ALT Q SIGN = = DEMOLISH
•
INSTALL a REPAIR
PROPOSED USE SFR = COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL =
DESCRIPTION OF WORK y� Ct,r, JL/Qa-J 4J- G"e-
BUILDING SIZE v k 7) X SQ FOOTAGE �!p HEIGHT
TITTr'&'�PS���'I�PTO<�AT�"?-r Prl'T'�'rTi®I�ii'F9TT'�ITTI'Rm1�r�P�P'1'TRTIT�P'i�IT'�P'1"1'9TfTI"PT
=BUILDING aD a )\ VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ !, V AMP SERVICE 0 PROGRESS ENERGY Q W.R.E.C.
=PLUMBING $ k,Z23l1 ^ d V
f
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING 0 SPECIALTY = OTHER
2If
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA a YES NO
. . . . . . . . a-. . ram.t- .. .. .... ...�v�t�. .l-�-ie. . L/-.I.-r.e
BUILDER COMPANY a a Pf,S
SIGNATURE a REGISTERED Y/ N FEE CURREN I Y/N
Address ry License# C G/02
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN I Y/N
Address License#
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItllllllllll
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stonnwater Plans w/Silt Fence Installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisionsflarge projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stonnwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for all NEW construction.
irecti [--4-F-0-�6-#1--1--1-1•-F-1--1--L-1--1-b�d�-4-t�1-1--1-1-a-l=t--F-
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500)
Agent(for the contractor)or Power of Attorney(for the.owner),would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of coglr vrequired)
Reroofs if shingles Sewers' _!I:'Servige Upgrades'A/C+`: ,'Fences(Plot/Survey/Footage)
Driveways=No(over Cour}ter rf,pn public roadways.,0eeds:F20W
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this 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"V"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 NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.117.03 /
OWNER OR AGENT , CONTRACTORK,
Subscribed and sworn o(or affirmed)before me this Syb cr4eea n to(or a rmed)before me this
by I
Who is/are personally known to me or has/have produced Who rsonaf'known to me or has/have produced
as identification. as Identification.
('�R
Notary Public + L JGt� Notary Public
Commission No. Com ' sion N l
,........ ACQUELIN
Name of Notary typed,printed or stamped Name of Notary Q tk
" Expires December 12,2022
Bonded Thry Troll Fain insuranw E65,365d019
(Contract Page No. Of Pages
SUN STATE BUILDERS, LLC
6154 Fort King Rd.
ZEPHYRHILLS, FL 33542
(813) 997-3117
SUBMITTED TO PHONE' DATE
STREET JOB NAME
CITY,STATE and ZIP CODE M1 7 i JOB LOCATION
J.,
ARCHITECT-, DATE OF PLANS JOB PHONE
We hereby submit specifications and estimates for:
.......................................................................................................................................................................................... .................................................... ..................................................................... ................ ...........
`7
.............. ........................................................ ............. ............................................. ............. ...............
............... .......
............... .
I.................
..................
...... ............... ........... ..........
....................................... ......... ......... .... .................. ..............................
....................................... ...... ... ........................................................
......................... .. . . ........... ............................................... ..................................................... ..................................................................... .................................. .................
.......... ............................................................. ...... ..................................... .......... ............. ............. ................................................................................. ........................ .................. ..............
Z2 A
........................................... ............ .........................-................................... ............................ ............. ................ .......... 4 i'
............. ...........
�y4
................. ........................................ .................................. ...................... .................. ........................................... ...........................
.......................................................................... ............................... ................................................. ............................................. ................i-............... ....................... ...............
.................................................................. ........... ..................... ........................................................... ................................................................ ...................................
............................. ....................... .... ........ ......................... ............. ...................... ................. ...............................................................................................
................................... ....................... ............................... ......................................- ................................... ...................... ........................... ...................................I.".."............. ...................
.................................................................................................... ...................................................................... .......................................... .................................. .......... ....................
1"y"
...................................... ...........
............ ....................... .......................... ............... .................... ...... ......................
WeprPP6.59 hereby to furnish material and labor—complete inAbbordance with above specifications, for the sum of:
j
dollars($
Payment to be made.as follows:
4)Av
Any balance over 45 days subject to 1.5%per month interest.
All material is guaranteed to be as specified.All work to be completed in a workmanlike 'e.,
manner ace.ording to standard practices.Any alteration or deviation from above specifications Authorized
involving extra costs will be executed only upon written orders,and will become an extra Signature ;I'-,
charge over and above the estimate. All agreements contingent upon strikes, accidents Note:This proposal may be
or delays beyond our control.Owner to carry fire,tomado and other necessary insurance.
Our workers are fully covered. by Workman's Compensation Insurance. withdrawn by us if not accepted within days.
3treptattre of Contract—The above prices,specifications
and conditions are satisfactory and are hereby accepted. You are authorized Signature
to do the work as specified. Payment will be made as outlined above.
2
Date of Acceptance: Signature -4
ALL WORK SHALL Ct��JIP ', -
-i - ES FLORIDA;StIIIDII�GOU ,
! I' Y Il I^I P EVAILING
COD - - ' -i ( NATIONAL ELf ,•-MCWDE . i
I
I
I
AND THE CITY OF'ZEPHYRH�Ll.S !
I
a ORDINANCES
qn
Lv
,
-
of � 1�
- - -� � -i I— I � -, � I r--�.- ,-- --- -- -- -•E� - �- - � �-- -�--------
- - - - - - - w
I
ri
1 ,
loll I '
�r7 I ----'---I t' -I�•-------•�-�--�-'--- " +''=_�_,�_..0�_U—''I__�!�ra:.P.!__..�S I f�•S —� y1 v: � !
nv
-
1 ,
I :3 I
i-
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
General Notes
S.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 5. SCREENING MATERIAL SHALL BE 18X14X0.013 OR COMPLIANCE WITH ASCE 7-10 AND FBC 6TH
BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED EDITION RESIDENTIAL AND EXISTING
A.CONCRETE&FOUNDATION DESIGN:
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6.LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE OTHERWISE. BUILDING
PSI MINIMUM. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT 6. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL
MINIMUM,3 1/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 7. ENCLOSED ADDITIONS TO MANUFACTURED HOMES SHALL NOT
3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO CHANGE THE EXIT FACILITIES FOR EGRESS PER HUD 3280.105,(a)
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER. THROUGH(a)(2)(iv),SO THAT THE DISTANCE TO EXIT DIRECTLY
IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN OUTSIDE FROM ALL BEDROOMS IS LESS THAN 35',AND,SO THAT
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S A/1
TWO EXITS DIRECTLY OUTSIDE ARE STILL MAINTAINED.A CARPORT
TERMITE TREATMENT OF SOIL BENEATH SLAB IS NOT REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE.NON-HABITABLE
.REQUIRED IF SLAB DOES NOT ABUT A WOOD FRAME BE APPLIED IN CONDITIONS ACCEPTABLE TO SUNROOMS OR HABITABLE LIVING SPACE MAY BE ADDED WHERE AN EXIT f v
STRUCTURE.NO WOOD FRAME STRUCTURE MAY BE BUILT MANUFACTURER FASTENERS SHALL BE A MINIMUM OF SAE DOOR WAS LOCATED AS LONG AS A NEW EXIT DOOR IS ADDED AND MEETS
ADJACENT TO OR ON TOP OF A SLAB WITHOUT TREATING THE GRADE#5 OR BETTER ZINC PLATED. THE REQUIREMENTS OF HUD 3280.105.
SOIL FOR WOOD DESTROYING ORGANISMS. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 PROFESSIONAL ENGINEER SEAL
60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL FOR USE WITH ACQ PRESSURE TREATED WOOD,OR DESCRIPTION:REBUILD EXIST.CARPORT LARGER,4TH WALL,DOUBLE ENGINEER OF RECORD:
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. OTHERWISE NOTED ON PLANS.
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. SPAN&CONCRETE
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS David W. Smith P.E.
FOLLOWING: G-185. DESIGN DATA:
OPC(PORTLAND CEMENT TYPE I,-ASTM C 150). 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL FLORIDA LICENSE NUMBER:53608
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH
3/4". UNLESS NOTED OTHERWISE.
AIR ENTRAINING+/-1%-ASTM C 260. NOMINAL DESIGN WIND SPEED Vasd: 110 MPH
WATER REDUCING AGENT-ASTMC494. E.REFERENCE STANDARDS: 2. RISK CATEGORY: I Thomas L. Hanson P.E.
CLEAN POTABLE WATER. ASTM E 119 3. WIND EXPOSURE: B FLORIDA LICENSE NUMBER 38654
OTHER ADMIXTURES SHALL NOT BE PERMITTED. ASTM E 1300 4. INTERNAL COEFFICIENT: +/-0.18
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. 5. WIND LOADS:
ASCE 7-10
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN FACTOR APPLIED TO WIND LOADS FOR ALLOWABLE STRESS DESIGN:0.6
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B SOLID ROOF(MWFRS): 20 PSF Myron Max Neal P.E.
2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM C94
RECOMMENDATIONS. ASTM C150 COMPONENT&CLADDING PRESSURES: FLORIDA LICENSE NUMBER 86663
ASTM C33
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ROOF ZONE 1: 8.9/-21.8 PSF, ZONE 3: 8.9/-55.0 PSF
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASTM C260 WALLS ZONE 4: 21.8/-23.6 PSF, ZONE 5: 21.8/-29.10 PSF
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVECRACKING, ASTM C494
SPILLING OR OTHER DETERIORATION. ASTM A615 Joel Falardeau P.E.
ASTM A185 6. EXISTING 4"CONCRETE SLAB,2500 PSI CONCRETE W/6"X6"-#10WWM OR 3000 PSI FIBERMESH FLORIDA LICENSE NUMBER 70667
B.MASONRY: FLORIDA BUILDING CODE(CHAPTERS 16,20 AND 23) AND NEWADEQUATE OUNDATNS PER'A'OF TO RES SITOTHE UPLOADS FOR THE PROPOSED STRUCTURE L NOTES AND SITE IC DETAIL SHALL BE
6TH EDITION
i.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD
CURRENT ALUMINUM DESIGN MANUAL Erik Stuart P.E.
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON 7. SOLID ROOF TYPE: 3"x12"x024"ALUM.RISER PANS,FL 22840 OR EQUIV.
TYPE M OR S MORTAR. F.ABBREVIATIONS: FLORIDA LICENSE NUMBER 77605
2.ALL MORTAR SHALL BE OF TYPE M OR S. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT FBC Plans&Engineering
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS.
4.PROVIDECLEAN-OUTS FOR REINFORCED CELLS CONTAINING 1.TYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS Services,Inc.
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN 2.SIM—SIMILAR 6272 Abbott Station Drive Unit 101
HEIGHT.
3.UON--UNLESS OTHERWISE NOTED Ze h hills,0.33542
4.CONT--CONTINUOUS HOLLOW SECTIONS
C.ALUMINUM: S.VIF--VERIFY IN FIELD Fax: (813-824-7894
2 x 2:---------------------------------------2"x 2"x 0.044" Fax:1-(866)-824-7894
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE G.RESPONSIBILITY: 3 x 2:---------------------------------------3"x 2"x 0.050" Website:www.fbcplans.com
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A i.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 2 x 3:---------------------------------------2"x 3"x 0.050" C.O.A.-#29054
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:---------------------------------------2"x 3"x 0.070"
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF CODES,LOCAL ORDINANCES,ETC. 2 x 4:---------------------------------------2"X 4"x 0.050" DATE:01/13/2020
0.024"SHALL APPLY. 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 2 x 5:---------------------------------------2"x 5"X 0.050" DRAWN BY: MARK DUNN SR
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD
STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CONDITIONS. OPEN BACK SECTIONS REVISION: DATE:
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 1 x 2:----------------------------------------1"x 2"x 0.040" RO 1
FACTOR DESIGN"OF THE CURRENT ALUMINUM DESIGN 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE
MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, CONTRACTOR 1 x 3:----------------------------------------1"x 3"x 0.045" RO 2
INC.WASHINGTON D.C.THE FLORIDA BUILDING CODE,6TH 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED
EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 ON INFORMATION PROVIDED BY THE CONTRACTORAND SNAP SECTIONS RO 3
ALUMINUM). MANUFACTURER 2 x 2 Snap:----------------------------------2"x 2"x 0.045"
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR s.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BYA
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC LICENSED P.E.IN ACCORDANCE WITH STANDARD 2 x 3 Snap: 2"x 3"x 0.050" RO 4
2 x 4 Snap:---------------------------------2"x 4"x 0.045"
SEPARATION. ENGINEERING PRACTICES.
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS JOB#-20_0108.063
THAN#10SMS6"FROM THE ENDS AND 12'ON CENTER,IF H.MISCELLANEOUS:
6. VIINYI4YLAN SELF MATING (SMB)
USING#ND ACRYLIC PANELSSHA SPACING MAY BE 24" ALL BE REMOVABLE.THEY CENTER. 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100" JOB NAME &ADDRESS:
. S
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118"
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND WITHOUT A MANUFACTURER'S HOST BEAM. 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120" VAKULA
SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS IF NO HOST BEAM IS PRESENT A SEPARATE 4TH WALL SUPPORT 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120"
VISIBLE WHEN PANEL IS INSTALLED. SYSTEM SHALL BE ENGINEERED SO THAT NO ADDITIONAL 37628 NEW HORIZONS BLVD.
D.FASTENERS: LOADING IS PLACED ON THE MANUFACTURED HOME. 2 X 8 SMB:---------------------- 2'x 8"x 0.072"x 0.224" ZEPHYRHILLS,FL 33541
i.ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 X 9 SMB: 2"x 9"X 0.072"x 0.224"
ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374"
300 18-8,WITH STANDARD FLAT WASHER UNLESS
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE BARRIER REQUIREMENTS OF THE FBC 6TH EDITION CONTRACTOR:
WITH ACQ PRESSURE TREATED WOOD. R 4501.17.1 IN ITS ENTIRETY.
3.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY SUNSTATE BUILDERS
2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD
FLAT WASHERS AND NUTS. CONTRACTOR
3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, 4.HAVE PAVERS ARE UNDER ALUMINUM CMONCRETE
OR IF FS ING SHALL
TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. E BONDING AGENT
T IS USED FTE OR USING GROUT,
4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE ENSURE BONDING AGENT USED FIRST.
HOT DIPPED GALVANIZED. ENGINEERS
NOTES
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10 D FBC 6TH
• ' � DENTiAL AND EXI ING
````,
,QPJ.•••oc FNS•. s
EXISTING MOBILE HOME REMOVE EXISTING • •
STORAGE ROOM °•536d8 •
8'-3" 8'-3" 8'-3"� 8'-3" i J • _•
----------- ----4TH WALL I ----------------- ------- --- —---------------- • •
2x4 •SMB i 2x4 SMB i 2x4 SMB 2x4 SMB �'�d('•• • R • `��
>✓f A LFL ENGINEER SEAL
I I
PROPOSED
' ' ER OF RECORD:
o EXISTING i CARPORT I DRIVEWAY EXISTING D avid W. Smit
� ALUM.PORCH
h P.E.
I I N y ENCLOSED FLORIDA LICENSE NUMBER:53608
w� w m wI wI
II al al aI a�
2x4 MID-SPAN SMB 2x4 MID SPAN SMB I 2x4 MID-SPAN SM_B I 2x4 MID-SPAN SMB ( L Thomas L. Hanson P"E.
----------------
`" FLORIDA LICENSE NUMBER:38654
—4---- ----- ------ —L -----}-----I�----- ------ ---- ---- --------- -- Myronax Neal P.E.
o I i - - --
- -- - FLORIDADA LICENSE NUMBER:86663
`�
o I I I I o
j Joel Falardeau P.E.
2x3 KNEE I 3x3x.125 TYP.
NEW I CO AY•-- - -H----F---- ----f- ---- ---- ---H------- - --- -
- FOOTER-- - - _ _-- FLORIDA LICENSE NUMBER:70667
SLAB DRIVEWAY i BRACE TYP.
------ --- zx4 EDGE sMB _ _., _..-•• Erik Stuart P.E.
- - -"-"- FLORIDA LICENSE NUMBER:77605
12"#5 REBAR,
6"EMBEDMENT AND EPDXY @ 48" 33'-0" FBC Plans&Engineering
O.C.MAX.AND 6"FROM EDGES NEW 4"CONCRETE SLAB SerV1CeS,IriC.
6272 Abbott Station Drive Unit 101
PROPOSED 3"x12"x.024"ALUMINUM Zephyrhills,IL 33542
PLAN VIEW RISER PAN ROOF,FL 22840 OR EQUIV. Phone:(813)788-5314
Fax:1-(866)-824-7894
Website:www.fbcplans.com
C.O.A.-#29054
DATE:01/13/2020
DRAWN BY: MARK DUNN SR
HOME O.H. PROPOSED 3"x12"x.024"ALUMINUM REVISION: DATE:
2x4 SMB RISER PAN ROOF,FL 22840 OR EQUIV.
2x4 SMB
RO 1
2x4 EDGE SMB L'_I_Jill_I_I_I_I_I_11111111_I_______
2x9 CARRIER SMB 2x4 EDGE SMB RO 3
2x3 KNEE R04
EXISTING 2x3 KNEE BRACE TYPLfl U) .
MOBILE -' N BRACE TYP. N N N N N N N EXISTING
PROPOSED ENCLOSED
HOME x x bo x x CARPORT x x x co ALUM.PORCH JOB NAME &ADDRESS:
M M M M M M M
VAKULA
37628 NEW HORIZONS BLVD.
ZEPHYRHILLS,FL 33541
4"CONC.SLAB w/8x8 FOOTER
13'-0"EX.DRIVEWAY SLAB 7'-0" .1 8'-3" 8-3" 8'-3"_.1g_3 CONTRACTOR:
20'-0" SUNSTATE BUILDERS
12"#5 REBAR,
6"EMBEDMENT AND EPDXY @ 48" RIGHT SIDE ELEVATION
O.C.MAX.AND 6"FROM EDGES
FRONT ELEVATION
PLANS & ELEVATIONS
S.M.B. DEPTH S.M.B. WEB TUBE WALL CORROSION RESISTANT UPLIFT I HEREBY CERTIFY THAT I HAVE RIMlIEWED
'H' WALL 'T' 'N' SIZE CAPACITY
THIS PLAN AND FOUND IT TO BE IN
= m - COMPLIANCE WITH ASCE 7-10 AND FBC 6TH
1 0 4' •045' .06' (2) 3/8' BOLTS, NUTS, WASHERS 1 720 LBS EDITION RESIDENTIAL AND E)U TING
1 W m 5' ,050' .06' (2) 3/8' BOLTS, NUTS, WASHERS 2,550 LBS BUILDING
{ I U) 6' .050' .06' (3) 3/8' BOLTS, NUTS WASHERS 2,550 LBS d�'�"���
11 Q 1 O c�i 7' ,055' .06' (3) 3/8' BOLTS, NUTS, WASHERS 3,500 LBS � ELT ��
= POST PER PLANNI Q
7' 055' 09' (3) 3/8' BOLTS, NUTS WASHERS 3,600 LBS ••••••
W 1 7• .055' .125' (3) 3/8' BOLTS NUTS WASHERS 4,500ILBS
•• H • '
06' (4) 3/8' BOLTS, NUTS, WASHERS 5,500 • �`C'E
olli III 2x9 CARRIER SMB < I
o 8• .072' .09' (4) 3/8' BOLTS, NUTS, WASHERS 7,000W o 072' 125' (4) 3/8' BOLTS NUTS WASHERS U2"XH"SMB 9' .072' .06' (4) 3/8' BOLTS NUTS WASHERS 7000SEE PURLIN TO o 9' .072' .09' (4) 3/8' BOLTS NUTS WASHERS 8 900 o •
0 I m CARRIER BEAM o 082' 125' (4) 3/8' BOLTS NUTS WASHERS 9500 LBS
I 0 �CONNECTION DETAIL • 10' .092 •125' (4) 3/8' BOLTS NUTS WASHERS '. ST � .
NOTEI OTHER BOLT SIZES AND QUANTITIES MAY BE USED PER s
i N SITE SPECIFIC PLANS AND CALCULATED UPLIFT CAPACITY REQUIRED +.•�ORIpP•••°4,
2"x3"KNEE BRACE
#10 X 3/4"TEK SCREW AND
(12"x12")-45"MIN. 1-1/4"ONEO-PRENEWASHER EN
PLAN VIEW ALUMINUM COLUMN 4 PER PAN AT ALL BEAMS
LOCATED PER PLAN • CONNECT KNEE BRACE TO AND 8"O.C.AT RAKE 3"X 12"ALUMINUM L David W. Smith P.E.
#8 X 3/4"TEK SCREW AND 1"0 COLUMNBEAM WITH.060"RECEIVING RISER PAN ROOF FLORIDA LICENSE NUMBER:53608
NEOPRENE WASHER @ EACH RIB CHANNEL OR GUSSET PLATE
FASTEN W/(3)#10x3/4"TEKS
RECOMMEND ALUMINUM FLASHING AT EACH CONNECTION PT. o Thomas L. Hanson P.E.
INSTALLED BELOW DRIP EDGE,
CAULK ALL SEAMS 2X SMB PER PLAN
KNEE BRACE CONNECTION FLORIDA LICENSE NUMBER:38654
_ 6"MIN.
CONNECTION W!(N)PER CHART
EX/gT 3/8"THRU BOLTS,WASHERS AND NUTS M on Max Neal P.E.
_ ING Roop CORROSION RESISTANT TYPICAL
11 ! ALUMINUM POST/COLUMN PER PLAN FLORIDA LICENSE NUMBER:86663
- I '------------al
ii ROOF, POST AND BEAM CONNECTION DETAIL Joel Falardeau P.E.
RISER PAN ROOF FLORIDA LICENSE NUMBER:70667
k k� I I
O L J FASTEN SMB TO RECEPlING Erik Stuart P.E.
O 2x9 CARRIER SMB CHANNEL W/#10x3!4"TEKS
O FLORIDA LICENSE NUMBER:77605
(4)3)8"THRU BOLTS, (1 SCREW/INCH STAGGERED, OTH SIDES)
WASHERS AND NUTS, i Q w FBC Plans&Engineering
Services,Inc.
CORROSION RESISTANT 1 m O O z "' ca
FASTEN ALUM.RISER PAN sr
i O S fL g ar ram 6272 Abbott Station Drive Unit 101
Q. ROOF TO BEAM W/#10 X 3/4" � � 2X SMB PER PLAN Zephyrhilis,6.33542
J a TEK SCREW AND 1-1/4"f yr • Phone:(813)788-5314
NEOPRENE WASHER,4 PER PAN
I Q Fax:l-(866)-824 7894
1 2x4 4TH WALL SMB FASTEN PURLIN TO CARRIER SMB Website: 9054 cpians com
PER PLAN WITH 2-1/8"x2"x.060 RECEIVING CHANNEL MIN.060 RECEIVING CHANNEL ALUMINUM C.OA-#2054
W/#10x3/4"TEKS 3/4"O.C.,(1)SCREW PER FASTENED TO POST W/#10x3/4"TEKS POST DATE:01/13/2020
INCH OF BEAM HEIGHT'H' EACH FLANGE (1 SCREW/INCH OF BEAM HEIGHT) PER PLAN
4TH WALL CONNECTIONS STAGGERED STAGGERED DRAWN BY: MARK DUNN SR.
ALUM. RISER PAN ROOF, POST AND BEAMS PURLIN TO CARRIER BEAM CONNECTION BEAM TO POST CONNECTION REVISION: DATE:
RO 1
R0 2
TOP VIEW NOTE:
OPTION 1-(1)1/2"4J LDT CONCRETE SCREW MINIMUM EMBEDMENT OF ANCHORS INTO RO 3
PER OUTER FLANGE AS SHOWN, .----- CONCRETE FOOTING SHALL BE 2-3/4"AT ALL RO 4
WITH 2-3/4"EMBEDMENT POST LOCATIONS.ALL SCREW LENGTHS AT
Q (MIN.CONCRETE EDGE DISTANCE-3") 't� POST CONNECTIONS SHALL BE OF SUFFICIENT
(1)#5 REBAR CONTINUOUS ON 12"#5 REBAR <O LENGTH FOR REQUIRED EMBEDMENT INTO
3"CHAIRS,25"MIN.OVERLAP, 6"EMBEDMENT AND EPDXY ?° --- CONCRETE WHEN A PAVER DECK IS PRESENT.
ALL JOINTS. INTO EXISTING SLAB WITH O (2)3/8"ø MACHINE BOLTS JOB NAME&ADDRESS:
6"INTO NEW SLAB,6"FROM z m WITH WASHERS OR ALUM.SQUARE COLUMN/POST
EDGES AND 48"O.C.MAX. d (4)#14 X 3/4"SMS EACH SIDE 2"X 2"X 0.125"ANGLE EXTERNAL VAKULA
,, 37628 NEW HORIZONS BLVD.
. OR EQUIVALENT POST BASE
OPTION 2:-(2)3/8"CONCRETE ANCHORS I 1 ZEPHYRHILLS,FL 33541
°O :y • �. • • PER EXTERIOR FLANGE, OPTION#2:
�� `•' �' MIN.DISTANCE BETWEEN-2"O.C., FOR INTERNAL FASTENING(4)3/8 0
8. WITH 2-3/4"EMBEDMENT CONCRETE SCREW WITH 2-3/4"EMBEDMENT CONTRACTOR:
I. i Iii (MIN.CONCRETE EDGE DIST NCE-3") (MIN.EDGE DISTANCE 3"AND MIN.SPACING 2")
8x8 FOOTER CONCRETE ATTACHMENT DETAIL
SUNSTATE BUILDERS
.. rya... !i •�•
FRONT VIEW
ENGINEERS
3x3 POST TO CONCRETE CONNECTION DETAIL NOTES