HomeMy WebLinkAbout19-21507 CITY OF ZEPHYRHILLS
r 5335-8TH STREET
` (813)780-0020 21507
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 21507 Address: 7136 16TH ST
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 35-25-21-0010-11100-0041
Improv. Cost: 5,000.00 OWNER INFORMATION
Date Issued: 7/17/2019 Name: GREENE, MEGAN
Total Fees: 97.50 Address: 7136 16TH ST
Amount Paid: 97.50 ZEPHYRHILLS, FL 33540
Date Paid: 7/17/2019 Phone: 813-838-2952
Work Desc: REMOVE BLOCK WALL INSTALL BLOCK 7 ' X 16'WALL
CONTRACTORS APPLICATION FEES
WATERMAN PROPERTIES OF FLORIDA L BUILDING FEE 97.50
l
Ins ections Re uired
FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
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
M Building Department
Date Received phone Contact for Perm. -
1 1 1 1 1 i
Owners Name Owner Phone Number
Owner's Address ' C t\ IL Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS t 5`5 f��f� nn++ ��(Jfp( LOT^#,��
SUBDIVISION PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR e ADD/ALT = SIGN = E� DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR = COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL =
DESCRIPTION OF WORK M ' bF Q . �— -�1 ill i n1 1 X I lV'
BUILDING SIZE SQ FOOTAGE= HEIGHTS
BUILDING $6
CMV�/C^ 1 VALUATION OF TOTAL CONSTRUCTION -�
=ELECTRICAL $ AMP SERVICE 0 PROGRESS ENERGY Q W.R.E.C.
=PLUMBING $ L7/
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION V
=GAS ROOFING = SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
JF v
BUILDER COMPANY r an � rkta =jam
SIGNATURE �A REGISTERED I �Y/ N FEE CURREN Y/NI
Addre s c JCJ QC Z e T�-.5L icense# C ' to J2
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N I FEE CURREN
Address I License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address I License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N I FEE CURREN
Address License#
1111111111111111111111111111111111111111111111111111111111111111111
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,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisionsilarge 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,Stormwater 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.
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 contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PlottSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions"
which maybe 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 NOTICE OF GONMENCEMENT.
FLORIDA JURAT(F.S. 117.03)
OWNER OR AGENT Pan CONTRACTIDR/a,/��_P
ubs ribed and sworn to(or a firmed)before me this S bs ibed and or (or d)before a this
II &Olq by d� i I y ( P_ 2
Who s/are ers rally kno n me or has/have produced W o i /are personally known to me or has/have produced
as identification. as identification.
Notary Public ^ Notary Public
Commission No. U Commission No. C-)
Name of Nota ted or s�De d Name of Notary typed, printed or stamped
HEATHER HAYNIE HEATHER HAYNIE
MY COMMISSI #GG LE_ MY COMMISSION#G(3 285244
EXPIRES:December 18,2022 t o�= EXPIRES:December 18,2022
°F F Bolded Thru NOta1y PUDGC Ul�de(W�tt@r$ �p Nob"Bonded Thru N Public Underw2ilers
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: WA4�f,
Date Received: 7 b
Site: 713� 1 S -
Permit Type: ! `1 'e X'JANYI:?) CN
Approved w/no comments Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall kept with the permit and/or plans.
JUL 12 201
Kalvin S ' ze Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
INSTR#2019117194 OR BK 9937 PG 1 604 Page 1 of 1
07/1212019 08:44 AM Rcpt:2071456 Rec:10.00 IDS:0.00 IT:0.00
Nikki AlvarezSowles,Esq.,Pasco County Clerk&Comptroller,ad Interim
Permit No. Parcel ID No
NOTICE OF COMMENCEMENT
State of -t��rIC�L)„ County of. �(7
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 Identification No. a9-C95-C9`- 0010- I i I nh_on 4I
Street Address: r�5, 1aa I4(- 396ya
2. General Description of Improvement
(O f b�lXh L—
QYIr, ir't�rnll't ric► 9'1' t�narS ( 11
3. Owner Information or Lessee Information if the Lessee contracted for the Improvement:
McWn P C-)re4L:V)e_
"'11� lima -;?:P0V'lurhi 115 Z
Address city State
Interest in Property: IN A. (�f
Name of Fee Simple Titleholder.
(If different from Owner listed above) *
Address City S State Gv`� '•
4. Contractor, • 6
,,,,.Nair ctZPt�Yirh'r115
Address City State ® ,�
Contractor's Telephone No.: I �15 1 �^ h 0
5. Surety: o
Name ®• gta
Address City State CO
Amount of Bond: $ Telephone No.:
6. Lender. ��.�� •
Name _ Y
LU
Address city State LL) tt U) LLl A
Lenders Telephone No.: O � O - J }V
7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by Q O J N 0
Q 0..
Section 713.13(1)(a)(7),,Florida Statutes: LL 011 0 W d Q
Name Q W =LLJ Z J a
y, 11 < J
LL Lr-
Address City State ®~ OU O 06
Telephone Number of Designated Person:
!Y
8. In addition to himself,the owner designates of_ C� Z 00 U Z
to receive a copy of the Uenors Notice as provided In Section 713.13(1)(b),Florida Statutes. Q (- J rC ()
�] > Ump ti
Telephone Number of Person or Entity Designated by Owner. F W�Q O
9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the 0 (if 17r tL= Q
contractor,but will be one year from the date of recording unless a different date Is specified): i-I Uj OU 0> Q
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT LL O®O
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN Z
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE Q�
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. $" 73 E Z
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 Z !b
of my knowledge and belief.
STATE OF FLORIDAn
COUNTY OF PASCO
Signature of Owner or Lessee,or Owners or Lessee's Authorized
Officer/DirectorlPartn er/Manager
nWner
Signatorys Title/Office
The foregoing Instrument was acknowledged before me this ,day of nu�20 JJ by 0"Pg0LVN 1'. lr 1 CPP(1�
as m (type of authority,e.g.,officer,trustee,attorney In fact)for
__./ (name
a'f party an behalf
lofl1whom Instrument was executed).
L Personally Known `I OR Produced Idenlification❑ Notary Signatu `01
Type of Identification Produced Name(Print) t'tPl3c�2( fiCNfhe
4 HEA711ERHAYNIE
lW OOMMUION N O0285244
et EXPIRES:December 18,2022
•'•.o;n,,.•• gorypalhNttOlelyPY611QtkrderWdlun
wpdatalbcs/noticecommencemenl_pc053048
CITY OF , / / / / BUILDING
ZEPHYRWILLSNOTICE DEPARTMENT
OF ADDITION OR CORRECTION
D • NOT REMOVE
ADDRESS DATE PERMIT f .
'-7/, 3 C / '0 2_4 ?-/ S-b :2
THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job
will be accepted.
V-6 Rapt l-
ad to W 1/141 e,&416244' _IVII
It is unlawful for any Carpenter,Contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE CALL
cover or cause to be covered,any part of the work with flooring,lath,earth 780-0020 FOR RE-I SP ON
or other material,until the proper inspector has had ample time to approve
the installation.
OFFICE HOURS 7:30AM-4:30 PM MON.-FRI. INSPECTOR
- I HEREBY CERTIFY THAT I HAVE REVIEWED
_ THIS PLAN AND FOUND IT TO BE IN
��p
_ ep�`l�`� EDITION RESID I COMPLIANCE WITH ASCE 7-10 AN FBC
- FBC 6TH
`WORKS QAgV�}11�� � A� M /Vi,EXISTING CLOSET � ENsE' �4
'h E
0- ____ a = EXISTING FRAMED GARAGE DOOR OPENING .. $
--- ---------------- ---------- - +• * Nt
r
A ❑ EXISTING FILLED CMU CELL W/ # 5 REBAR REINFORCEMENT t
EXISTING EXTERIOR WALL PLAN �, 8 •• O.� `��
ci' ` I 1/4"=1'-O"
I I EXISTING 7'X16' FRAMED OPEf .r"
I I TO BE REMOVED
DRILL 3/4" DIA X 6" DEEP HOLE IN EXISTING LINTEL PROFESSIONAL ENGINEER SEAL
CLEAN HOLES TO MANUFATURES SPECIFICATIONS
INSTALL #5 REBAR 4' OC ENGINEER OF RECORD
a d n ° d David W.Smith P.E.
u 11 n FLORIDA LICENSE NUMBER 53608
L---J-----------------------------I------
II II II II II
a Thomas L. Hanson P.E.
W II II II 11 II
EXISTING SIDE ELEVATION II 11 II 11 II FLORIDALICENSENUMBER38654
n u u u u
fi u u fi o
1/4" 1'—o" II II II I II _ Myron Max Neal,P.E.
Z • II II II II II W
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n n li FLORIDA LICENSE NUMBER 86663
��� _ w� n n '' <
-� � �
— ' Joel Falardeau P.E.
I I 11 I I I I I I
°. nil n11 nil nil nil ' w U FLORIDA LICENSE NUMBER.'70667
1111 fill fill fill fill
IIII 1111 "" "" i'" Erik Stuart P.E.
i i �' IHI IIII lilt 111 IHI
Ihl IIII HI IHI IHI
�—— .. 111 111 IHI IHI 111
nn fill 41 fill ul FLORIDA LICENSE NUMBER:77605
—..—— —— ———————————————————————————————————
�! dJ u ° u- U d'
DRILL 3/4" DIA X 6" DEEP HOLE IN EXISTING FOUNDATION
CLEAN HOLES TO MANIFATURES SPECIFICATIONS FBC Plans&Engineering
INSTALL #5 REBAR 4' OC g
OVERLAP REBAR MIN OF 25" Services,Inc.
6272 Abbott Station Drive Unit 101
"N I NOTE: BLOCK ARE TO BE FULL LENGTH AROUND REBAR Zephyrhills,H.33542
PROPOSED 7' X 16' MASONARY WALL Phone:(813)788-5314
1 I TO REPLACE EXISTING FRAME WALL PROPOSED EXTERIOR WALL MASONARY PLAN Fax:1-(866)-824-7894
1/4"=1'-0" Website:www.fbcplans.com
I II C.O.A.-#29054
15'-4" DRAWN BY: MMN
DATE: 7/8/19
4'-0" 4'-0" 4'-0" 3'-4" REVISION: DATE:
PROPOSED MASONARY WALL R01
B R02
EXIST.KNOCK-OUT BLOCK
R03
w ,• 1-1/2"CLEAR TOP COURSE GROUT FILLED ❑ DU ■ 0 U ❑ RO 4
JI KNOCK-OUT BLOCK W/1#5 EXISTING FRAMED GARAGE DOOR OPENING PROJECT ADDRESS:
HORIZ.REBAR CONT.TIED TO
Z VERT.RODS IN FILLED CELLS
o GROUT 8"PRECAST LINTEL #■ PRPOSED FILLED CMU CELL W/ 5 REBAR REINFORCEMENT 48" OC WATERMAN PROPERTIES
Z -' B 7136 16TH STREET
BLOCK POURED SOLID FILL CELLS WITH 3000 PSI CONCRETE ZEPHYRHILLS, FL 33543
W/2500 PSI CONC.W/1
#5 HORIZ.REBARCONT. PROPOSED EXTERIOR WALL PLAN
8"NOMIN�ALWIDTH 1/4" l'-O" CONTRACTOR:
8F8-1T
WATERMAN PROPERTIES OF FLORIDA, INC
PRECAST LINTEL
4851 6TH STREET
PRECAST LINTELS MAY BE CAST CRETE FL 158-R5 OR EQUIVALENT.
ZEPHYRHILLS, FL 33543
EXISTING SECTION A-A WATERMAN GARAGE
NTS OPENING FILL
PLAN/ELEVS
• HOT DIPPED GALVANIZED. I HEREBY CERTIFY THAT I HAVE REVIEWED
1 General Notes 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 5.SCREENING MATERIAL SHALL BE 1BX14XO.013 OR
THIS PLAN AND FOUND IT TO BE IN
A.CONCRETE&FOUNDATION DESIGN: BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED COMPLIANCEI ¢>I AND FBC 6TH
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6.LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE OTHERWISE. EDITI N T$ i !
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 CHANGE THE EXIT FACILITIES FOR
3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EGRESS PER HUD 3280.105,(a)THROUGH(a)(2)(iv),SO THAT THE DISTANCE TO EXIT DIRECTLY - •3 a
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER OUTSIDE FROM ALL BEDROOMS IS LESS THAN 35'AND SO THAT TWO EXITS DIRECTLY OUTSIDE ARE
IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN _ X1O•
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S STILL MAINTAINED.A CARPORT OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE.
NON-HABITABLE SUNROOMS OR HABITABLE LIVING SPACE MAY BE ADDED WHERE AN EXIT DOOR - {
TERMITE TREATMENT OF SOIL BENEATH SLAB IS NOT REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY WAS LOCATED,AS LONG AS A NEW EXIT DOOR IS ADDED AND MEETS THE REQUIREMENTS OF HUD -* `
REQUIRED IF SLAB DOES NOT ABUT A WOOD FRAME BE APPLIED IN CONDITIONS ACCEPTABLE TO 3280.105
STRUCTURE.NO WOOD FRAME STRUCTURE MAY BE BUILT MANUFACTURER FASTENERS SHALL BE A MINIMUM OF SAE '
Cv '
ADJACENT TO OR ON TOP OF A SLAB WITHOUT TREATING THE GRADE#5 OR BETTER ZINC PLATED. /$ • • ,
SOIL FOR WOOD DESTROYING ORGANISMS. B.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 The information below wain calculated using the provisions of the eon /
60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAYBE 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 Florida Buildbr Code. /'Ill
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. OTHERWISE NOTED ON PLANS. Floor and Roof Live Loads
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. Attics: 20 psfwr storage,10 pat w/o storage PROFESSIONAL ENGINEER SEAL
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS Habitable Attics,Bedroom 30 psf
FOLLOWING: G-185. All Other Rooms: 40 par ENGINEER OF RECORD
OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL Ga pet
Roofs:' ' 40
20 pat David W.Smith P.E.
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2"
3/4". UNLESS NOTED OTHER WISE. Wmd �"Data
FLORIDA LICENSE NUMBER 53608
Ultimate W1nd Speed: 138 mph Nominal Wind Speed:107 mph
AIR ENTRAINING+/-1%-ASTM C 260. Risk Category: It Wind Exposure: B
WATER REDUCING AGENT-ASTM C 494. E.REFERENCE STANDARDS: Enclosure Classification:Enclosed End Zone width: 4.008. Thomas L. Hanson P.E.
CLEAN POTABLE WATER. ASTM E 119 Internal Pressure Coefficient 0.18+1- FLORIDA LICENSE NUMBER:38654
OTHER ADMDCTURES SHALL NOT BE PERMITTED. ASTM E1300 1300 Roof Zone 1: +19.8 psf max.,-31.4 psf rrdn.
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. ASCE 7-10 Roof Zone 2: +19.8 pct max.,-54.7 psf min. Myron Max Neal,P.E.
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B Roof Zone 3: +19.8 psf max.,-80.9 psf min.
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, ASTM C94 Roof at Zone 2 Overhangs: -63.9 psf rrdn. FLORIDA LICENSE NUMBER 86663
2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM C150 Roof at Zone 3 Overhangs: -107.5 pal min.
RECOMMENDATIONS. Wall Zone 4: +34.3 psf max..-37.2 psf rein.
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM C33 Joel Falardeau P.E.
Wall Zone 5: +34.3 psf mac.,-45.9 paf rren.
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASTM C260 494 18 X T OWad
Speed +29.1 psf max., the psf m n.
ASTM C494 The Ultimate Wad was used to detemdne the above Component FLORIDA LICENSE NUMBER:70667
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASTM A615 and Cladding Design Pressures.
SPALLING OR OTHER DETERIORATION. Erik Stuart P.E.
ASTM A185 This Building is not in a Wind-Boma Debris Region,and opening
FLORIDA BUILDING CODE(CHAPTERS 16,20 AND 23) protection is not required. FLORIDA LICENSE NUMBER 77605
B.MASONRY: 6TH EDITION The site of this building is not subject to special topographic wind effects
I.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD CURRENT ALUMINUM DESIGN MANUAL as per Section 1609.1.1.1 of the code.
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON Geotechnical Information
TYPE M OR S MORTAR
F.ABBREVIATIONS: Design Sol Load-Bearing Capacity: 2.000 par
2.ALL MORTAR SHALL BE OF TYPE M OR S. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED Flood Design Data
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE Flood Zone: X
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. FBC Plans&Engineering
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING
1.TYP--TYPICAL This table was created using Windload Calculator Plus Services,Inc.
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN 2.SIM--SIMILAR (Software available at www.windcalcs.com)
HEIGHT. 3.UON--UNLESS OTHERWISE NOTED 6272 Abbott Station Drive Unit 101
4.CONT--CONTINUOUS Zephyrhills,fl.33542
C.ALUMINUM: S.VIF--VERIFY IN FIELD Phone:(813)788-5314
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE G.RESPONSIBILITY: ALUMINUM STRUCTURAL MEMBERS Fax:1-(866)-824-7894
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED Website:www.fbcplans.com
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING email:erb@fbcplans.com
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF CODES,LOCAL ORDINANCES,ETC HOLLOW SECTIONS
0.024"SHALL APPLY. 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 2 x 2:---------------------------------------2"x 2"x 0.044" DRAWN BY: MMN
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN 3 x 2:---------------------------------------3"x 2"x 0.050"
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD 2 x 3:---------------------------------------2"x 3"x 0.050" DATE:7/8/19
STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CONDITIONS. 2 x 3:--------------------------------------2"x 3"x 0.070"
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 2 x 4:---------------------------------------2"x 4"x 0.050" REVISION: DATE:
FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL 2010 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE
PREPARED BY THE ALUMINUM ASSOCIATION, CONTRACTOR. 2 x 5: 2"x 5"x 0.050"
INC.WASHINGTON D.C.THE 2014 FLORIDA BUILDING CODE, 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED RO 1
5TH EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER ON INFORMATION PROVIDED BY THE CONTRACTORAND OPEN BACK SECTIONS RO 2
20 ALUMINUM). MANUFACTURER 1 x 2:----------------------------------------1'x 2"X 0.040"
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR S.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A RO 3
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC LICENSED P.E.IN ACCORDANCE WITH STANDARD 1 x 3: 1"X 3"x 0.045"
SEPARATION. ENGINEERING PRACTICES. RO 4
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS SNAP SECTIONS
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF
{ H.MISCELLANEOUS: 2 x 2 Snap:----------------------------------2"x 2"x 0.045" PROJECT ADDRESS:
USING#12 SPACING MAYBE 24"ON CENTER 1.ALUMINUM ON A 2 xSnap: 2"x 3"x 0.050"
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY ADDITIONS ARE NOT TO BE INSTALLED 3 -----
MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING 2 x 4 Snap:---------------------------------2"x 4"x 0.045"
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND WITHOUT A MANUFACTURER'S HOST BEAM.
IF NO HOST BEAM IS PRESENT,A SEPARATE 4TH WALL SUPPORT SYSTEM
SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS SHALL BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED SELF MATING (SMB) 7136 16TH STREET
VISIBLE WHEN PANEL IS INSTALLED.
D.FASTENERS: ON THE MANUFACTURED HOME. 2 x 4 SMB:---------------------- Z"x 4"x 0.044"X 0.100" ZEPHYRHILLS, FL 33543
1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" CONTRACTOR:
ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING
300 18-8,WITH STANDARD FLAT WASHER UNLESS 2 x 6 SMB: 2"x 6"x 0.050"x 0.120"
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE
R 4501.17 IN ITS ENTIRETY. 2 X 7 SMB: 2"X 7"x 0.057"X 0.120" WATERMAN PROPERTIES OF FLORIDA, INC
WITH ACQ PRESSURE TREATED WOOD.
2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD 3.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY 2 X 8 SMB: 2"x 8"x 0.072"x 0.224" 4851 6TH STREET
FLAT WASHERS AND NUTS. CONTRACTOR. 2 x 9 SMB:---------------------- 2"X 9"X 0.072"X 0.224" ZEPHYRHILLS, FL 33543
3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, 4.IF PAVERS ARE UNDERALUMINUM MEMBERS THEY SHALL 2 X 10 SMB:------------------- 2"x 10"x 0.092"x 0.374"
TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE ENSURE BONDING AGENT IS USED FIRST.
HOT DIPPED GALVANIZED.
NOTES