HomeMy WebLinkAbout19-21460 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 21460
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 21460 Address: 5883 GALL BLVD
Permit Type: COMMERCIAL ZEPHYRHILLS, FL.
Class of Work: ADD/ALT COMMERCIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 10-26-21-0020-00000-0090
Improv. Cost: 19,000.00 OWNER INFORMATION
Date Issued: 7/15/2019 Name: ZEPHYR SUNRISE LLC
Total Fees: 202.50 Address: 7162 READING RD STE 730
Amount Paid: 202.50 CINCINNATI OH 45237-3845
Date Paid: 7/15/2019 Phone:
Work Desc: INSTALLATION AWNING OVER PATIO- SUNRISE EATERY
CONTRACTORS APPLICATION FEES
SUNSTATE ALUMINUMN INC BUILDING FEE 202.50
I�[ I
Ins ections Required
FOOTER 2ND ROUGH PLUMB MI 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.
ATURE 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 Rece ved Phone Contact for Permitting —
Owner's Name �fll—� � �115' Owner Phone Number
Owner's Address 1 -6S-z) u o CLS,.Z C2_ p Owner Phone Number
GgL�Q�,JG1 L'J Owner Phone Number
JOB ADDRESS LOT#
SUBDIVISION a /�� PARCEL ID# OZ 2-L'9 2"1 CX:)�^ i
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR B ADD/ALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR COMM = OTHER
TYPE OF CONSTRUCTION Q ceBLOCK Q FRAME 0 STEEL 0
DESCRIPTION OF WORK , 4cOL� 1 k;-�)'�1,3
BUILDING SIZE SQ FOOTAGE= HEIGHT
=BUILDING $ Q - VALUATION OF TOTAL CONSTRUCTION /_ C1
=ELECTRICAL $ AMP SERVICE DUKEENERGY Q�I W.R.E.C.
=PLUMBING $ /� �J,' �((�
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION �l�,c'��: W
2 Iv
=GAS = ROOFING = SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO 9A"1
BUILDER f� COMPANY uAo 5�-Or)7,7-
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address L License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address I License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N_J FEE CURREN Y/N
Address I License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
I
6 OTHER COMPANY
5 SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
i
Address License#
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 subdivisions large 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(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
'
NOTICE OF DEED The undersigned understands thot,thkapermit may be subject to�'deed"restrictions"
which may bemore restrictive than County regulations. The undersigned ossummoresponmibildvfor compliance
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to Vndmdahm vvork, they may be requited 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 becited for misdemeanor violation
under otuba 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 e contractor or oordnactoro, 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 beon 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: Theundermignmdunderstands
that Transportation Impact Fees and Recourse Recovery Fees may apply tm the construction uf new buildings, change of
use in existing bui|dimgm, or expansion of existing bui|d|ngs, as specified in Pasco County Ordinance, number 89-07 and �
QO-87. 00amended. 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 o "certificate ofoccupono)(' or final power ro|omee. |f the project doemnotinvo|waaoerUfinatemf000upanmyor
final power ne/moma, the fees must be paid prior to permit issuance. Furthermore, if.Pasco CmuntyVVater/Sewer Impact
fees are due, they must be paid prior bo permit issuance in accordance with applicable Pasoo County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713. Florida Statutes,asmmmended): If valuation of work ia$2'5O0.0Qmr more, |
certify that |, the app|icont, have been provided-with a copy of the "Florida Construction Lion Law—Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. K the applicant imsomeone
other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver itho the''mwner"prior bocommencement. -
CONl[RACTOR,S/OWNIER'S AFFIDAVIT: 7 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 mbtoin a permit to do work and installation as indicated. | certify that no xxoM« or installation has
commenced prior to issuance of permit and that all work will be performed to meet standards of all |oxvm regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. | also
certify that | undmrotandthot the regulations pf other government agencies may apply ho the intended work, and that itis
my responsibility to identify what actions I must take to-be in compliance. Such agencies include but are not limited to:
Department ofEnvironmental Protection-Cypress Bavheodm, Wetland Areas and Environmentally Sensitive
Lands, VVatanMootmxvoterTreatment.
- Southwest' Florida VVotmr Management Oistriot-VVeUs, Cypress Bevheado, Wetland Areas, Altering .
Watercourses. -
- Army Corps ofEngineerm-SeovvoUe' Docks, Navigable VVahenxays.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runxvays. '
/ understand that the following restrictions apply bo the use offill:
- Use of fill ie not allowed in Flood Zone W^unless expressly permitted.
- |f the fill material is to be used in Flood Zone ^K, it is understood that o drminmge plan addnasa''nQ e
^compensating volume" Will be submitted at time of permitting which is prepared by professional engineer '
licensed by the State ofFlorida.
- If the fill mnmbxhe| is to be used in Flood Zone ^A^ in connection with a permitted building using stem vvaU
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 are [certify ce�� fill willvthat use of such � not adversely affect adjacent
properties. Ifuse of fill is found to adversely affect adjacent pnupad|ee. the owner may he cited for violating
the conditions of the building permit issued under the attached permit application, for lots |moo than one M1
acre which are elevated by fill, mn engineered drainage plan imrequired.
|f| amthe AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior b» commencing construction. | understand that a separate permit may be required for electrical work,
plumbing, migns, wells, poo|o, air oonditioninB, gas, or other installations not apan0coUy included in the application. /\
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, after, 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 permitimsumd 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. /\noxteneion .'
may be oaqueo%ed, in mriUnQ, from the Building Official for m period not hoexceed ninety (9D) days and will dmmnqnntnsbe - '
justifiable cause for the extension. If work ceases for ninety(90)consecutive days, the job is considered abandoned.
— -WARNING- YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWUCI�_FO_R_(MPROVE*QENTS'TO-YOUR&PROPERTY IF YOU-INTEND CONSULT
WITH YOUR LENDER OR AN ATTORNEX4MFORE-RECORDING YOUR NDTfef,O�F=I�WMEN�QEhWhl- .
OWNER OR AGENT CovIRAC
Subscribed and ad)before me this Subs,==�sworn���ere me this
b by
Who Ware personally known to me or has/have produced Who is/are personally known to me or has/have produced
Notary
Public Notary Public
Commission Commission No.
Name of Notary typed,printed or stamped _�ame of Notary typed,printed or stamped
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner:
Date Received:
Site-,
Permit Type:
Approved Who comments:❑ Approved w/the below comments: ' Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
i Burgess— uilding Official Date nd76r Homeowner
(Required when comments are present)
i :•. �V'V!<6 L L��L Page No.`-, of � Pages
.' SUN STATE ALUMINUM, INC.
6154 Fort King Rd.
i' ZEPHYRHILLS, FL 33542 r
.. (813) 788-7308
SUBMITTED TO PHONE 4DATE e' .
°�-rs'.�t.,�.....r'°M'-1"�`1.�.\ G'-"\1 ��e. �»d,�i+�.aZ. �A�i_�.: �;' � •�']� ti.B
STREET JOB NAME
CITY,STAW and Z CODE JOB LOCATION
ARCHITECT DATE OF PLANS JOB PHONE
We hereby submit specifications and estimates for:
NA
................. .r1i .� r°�,.:...:.............Y... ....... ................................................ Lz.. .........
............. ..........
:......................_...:.........:..:..:.............................................................................................:..................................
..............:....................:................................................................................................................:.....................................:........................
,._.......
.....................:............:...........................:..:................................................
............................:.: .....................................................
........................................... ..........
u
............................................._.................._...: .
,
. , . f. i
,':.. _
f
VP Contratt hereby:to furnish material and labo'r•-complete'in accordance with above specifications, for the sum of:
��
dollars($
All unpaid balances subject to 1.5%monthly interest fee:.'
All material is guaranteed to be as specified.All work to be completed in a workmanlike r�"� �
Authorized`�_ �:
manner according to standard practices.Any afteration or deviation from above specifications' `^
involving extra costs will be executed only upon written orders,and will become an extra SJgg:cj 1(r!e
charge over and above the estimate. All agreeme?ts contingent,upon strikes,'accidents,
or delays b9yond our control.Owner to carry fire,-tornado and other necessary insurance:, Note:This proposal maybe"_.,__.
our'workers are,fuliy covered by Workman's,Compensatton Insurance. withdrawn by us'if not•accepted Within 111T� days.
Acceptance of Contract—' :Theabove prices,specifications
and conditions are satisfactory and are hereby accepted. You are.authorized Signattir�e
to do,ttie work as specified. Payment will'be.made'as outlined'above.
Date of Acceptance: Signature
General Notes I HEREBY CERTIFY THAT I HAVE REVIEWED
BE IN
A.CONCRETE&FOUNDATION DESIGN: HOT DIPPED GALVANIZED. THIS PLAN AND FOUND IT TO
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 4.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY COMPLIANCE WITH ASCE 7-10,, REVIEWED
BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR. &FBC 6TH EDITION
PSI MINIMUM. 6.LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE 5.IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI
MINIMUM,3 1/2"NOMINAL THICKNESS. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF ENSURE BONDING AGENT IS USED FIRST. 1,,1/
3. FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING
THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 6. SCREENING MATERIAL SHALL BE 18X14X0.013 OR `��� �p E A
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED •......
IN LIEU OF WELDED WIRE MESH CIRCUMSTANCES BY DRIVING WITH A HAMMER. ON DRAWING S-2. � � •�•� •••••* *I
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH15,BE FIBERMESH. 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN 7. 1"X2"X.045 NON-STRUCTURAL MEMBERS SHALL BE ATTACHED �
5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S TO HOST WITH 1/4"DIAMETER X 1-3/4"EMBEDMENT&24"O.C. :
60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 ..
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY MASONRY SCREW FOR CONCRETE&EQUIVALENT SIZE WOOD SCREW . Q • Z ..
BE APPLIED IN CONDITIONS ACCEPTABLE TO WHEN IN WOOD
 X 1/2"EMBEDMENT SMS OR TEK SCREWS J •:
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. MANUFACTURER FASTENERS SHALL BE A MINIMUM OF SAE IN ALUMINUM MEMBERS TYPICAL
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. GRADE#5 OR BETTER ZINC PLATED. •
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR - O
: Q"
FOLLOWING: PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 �I �•. \,0 :Qv�i
OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES �/ • • . ••
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN FOR USE WITH ACQ PRESSURE TREATED WOOD,OR JOB DESCRIPTION: PATIO COVER
3/4". OTHERWISE NOTED ON PLANS. P
AIR ENTRAINING+/-1%-ASTM C 260. 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. DESIGN DATA:
WATER REDUCING AGENT-ASTM C 494. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 140 MPH
CLEAN POTABLE WATER. G-185. NOMINAL DESIGN WIND SPEED Vasd: 110 MPH ENGINEER OF RECORD
OTHER ADMIXTURES SHALL NOT BE PERMITTED. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL 2. RISK CATEGORY 2 David W. Smith P.E.
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" 3. WIND EXPOSURE : / C
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN UNLESS NOTED OTHERWISE. 4. WIND LOADS: 140 ULT V FLORIDA LICENSE NUMBER:53608
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1,
2,&3 ALONG WITH HOT WEATHER CONDITIONS ROOF:+16.29/-35.8 PSF @ ZONE 1II RECOMMENDATIONS. E.REFERENCE STANDARDS: ROOF:+16.29/-38.01 PSF @ ZONE 2 Thomas L. Hanson P.E.
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM E 119 ROOF:+16.29/-51.05 PSF @ ZONE 3 FLORIDA LICENSE NUMBER:38654
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASTM E 1300 5 FACTOR APPLIED TO SCREEN WIND LOADS FOR 1BX14X0.013
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASCE 7-10 . OR EQUIVALENT DENSITY SCREEN MESH: N/A Mark Ronald Dunn, Jr.
SPALLING OR OTHER DETERIORATION. AAASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B
ASTM C94 6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6
7. LIVE LOAD: P.E.
B.MASONRY: ASTM C150 300 lb.VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS. FLORIDA LICENSE NUMBER:73968
1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C33 200 lb.VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM C260 8. (3)3'-0"X 3`-0"X 2'-6"ISOLATED FOOTINGS TYP. Joel Falardeau P.E.
TYPE M OR S MORTAR. ASTM C494
2.ALL MORTAR SHALL BE OF TYPE M OR S. ASTM A615 SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE.
FLORIDA LICENSE NUMBER:70667
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE ASTM A185 Erik Stuart P.E.
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". FLORIDA BUILDING CODE (CHAPTERS 16,20 AND 23) 9. SCREEN RCOF TYPE: N A
6TH EDITION 10. SOLID ROOF TYPE: 4".030(2LB)COMPOSITE ROOF FL 7561-R4 OR EQUIV.
4.PROVIDE EINFO CLEAN-OUTS FOR REINFORCED CELLS CONTAINING CURRENT ALUMINUM DESIGN MANUAL FLORIDA LICENSE NUMBER:77605
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN
HEIGHT. F.ABBREVIATIONS: FBC Plans&Engineering
THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED Services,Inc.
C.ALUMINUM: TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT 6272 Abbott Station Drive Unit 101
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. Zephyrhills,0.33542
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 1.TYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS Phone:(813)788-5314
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 2.SIM—SIMILAR
Fax:l-(866)-824-7894
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 3.UON--UNLESS OTHERWISE NOTED HOLLOW SECTIONS Email:erb@fbcplans.com
plans.com
0.024"SHALL APPLY. 4.CONT--CONTINUOUS Email:e:www.fbcplans.com
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART I-A- 5.VIF—VERIFY IN FIELD 2 x 2:---------------------------------------2"x 2"x 0.046" C.O.A.-#29054
Websi
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE G.RESPONSIBILITY: 3 x 2:---------------------------------------3"x 2"x 0.050"
STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 2 x 3:---------------------------------------2"x 3"x 0.050" DATE: 05-10-2019
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:---------------------------------------2"x 3"x 0.070"
FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL CODES,LOCAL ORDINANCES,ETC 2 x 4:---------------------------------------2"x 4"x 0.050" DRAWN BY:BM
PREPARED BY THE ALUMINUM ASSOCIATION,
INC.WASI-IINGTON D.C.THE FLORIDA BUILDING CODE 6TH 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 2 x 5:_______________________________________2"x 5"x 0.050"
EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN REVISION: DATE:
ALUMINUM). DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD OPEN BACK SECTIONS
1
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR CONDITHESE DRAWINGS RO 2
3.THESE REPRESENT THE ACCEPTABILITY OF THE 1 x 2:----------------------------------------1"x 2"x 0.040"
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC !1 RO 2
_ 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE 1 x 3:---------------------------------------1"x 3"x 0.045" 6
SEPARATION. CONTRACTOR
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS UYI1�W LAS RO 3
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF 4.ALL ON INFORMAT ON THESE ION ION PROVIDED IY THE NGS E ENGINEERED
CTORAND ED SNAP SECTIONS CITY QF ZEVHYR . L
USING#12 SPACING MAY BE 24"ON CENTER.6. VINYL:/ACRYLIC/GLASS PANELS SHALL BE REMOVABLE THEY CT MANUFAURER 2 x 2 Snap:----------------------------------2"x 2"x 0.045" BUILD1N y OFFICIAL
. PROJECT ADDRESS:
5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A 2 x 3 Snap: 2"x 3"x 0.050"
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING LICENSED P.E.IN ACCORDANCE WITH STANDARD SUN RISE EATERY
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND 2 x 4 Snap:---------------------------------2"x 4"x 0.045"
SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS ENGINEERING PRACTICES. 5883 GALL BLVD.
VISIBLE WHEN PANEL IS INSTALLED. SELF MATING (SMB) G HILLS,FL 33542
(ACRYLIC/GLASS WINDBREAKERS INCLUDED) H.MISCELLANEOUS:
1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100"
D.FASTENERS: MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME.IF 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118"
L. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE THE EXISTING STRUCTURE IS ONE OF THESE,A SEPARATE 4TH 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120"
WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO
300 18-8,WITH STANDARD FLAT WASHER UNLESS
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120" CONTRACTOR:
WITH ACQ PRESSURE TREATED WOOD. HOME. 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224"
2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD 2,IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 9 SMB:---------------- 2"x 9"x 0.072"x 0.224" SUN STATE ALUMINUM
FLAT WASHERS AND NUTS. ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374"
3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, BARRIER REQUIREMENTS OF THE FBC 6TH EDITION NOTES
TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. R 4501.17.1 IN ITS ENTIRETY. N
4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE 3• EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 S- 1
SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10,
&FBC 6TH EDITION HOST HOST oot OEAU I,
S4
: U1
i . T
PRO EAL
4'x48'x,030' (2) LB FOAM DENSITY w _ ENGINEER OF RECORD
COMPOSITE PANELS o David W. Smith F.E.
N O
MIN �' OF FALL \I / � o FLORIDA LICENSE NUMBER:53608
PER 1' N N cu N
o Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER:38654
Mark Ronald Dunn, Jr.
P.E.
{ FLORIDA LICENSE NUMBER:73968
11 Joel Falardeau P.E.
O FLORIDA LICENSE NUMBER:70667
. 04x4x.125 Erik Stuart P.E.
2x10 SMB 2x10 SMB
2x10 SMB
1 0'-Q„ FLORIDA LICENSE NUMBER:77605
• 10'-0" i-�l0'-0" 10'-0" FBC Plans&Engineering
ELEVATION Services,Inc.
30 Q SIDE ALL 6272 Abbott Station Drive Unit 101
PLAN VIEW W Zephyrhills,ll.33542
Phone:(813)788-5314
Fax:1-(866)-8247894
Email:erb@tbcplans.com
Website:www.fbeplans.com
C.O.A.-#29054
DATE: 05-10-2019
NOTE: PROPOSED STRUCTUREWILL ELY DRAWN BY:BM
AFFECT THE.T D
THEEX S TING
REVISION: DATE:
STRUCTURE,
SMB 2x10 SMB
RO 1
R2
2x10
2x10 SMB RO 3
Ln PROJECT ADDRESS:
O X SUN RISE EATERY
x
= O x 5883 GALL BLVD.
ZEPHYRHILLS,FL 33542
10'-0" 10'-0" 10'-Q»
CONTRACTOR:
'.•r.,t .,.'i. ,,-.ti, SUN STATE ALUMINUM
ELEVATION NOTES
FRONT WALL S- 2
I HEREBY CERTIFY THAT I HAVE REVIEWED-
THIS PLAN AND FOUND IT TO BE IN
ISOLATED FOOTINGSCOMPLIANCE WITH ASCE 7-10,
&FBC 6TH EDITION
&FBC E
WHEREATTACHINGTO
3"X12"RISER PAN PANEL `�b Q E A
SEE SITE SPECIFIC DRAVING USE(1)#14X 3/4"SMS 4
Q• ••••••••
FOR LOCATION FOR FOOTER SIZES /1-1/4"NEOPRENE WASHER 3"X 48" �` Iv •• " •••••
2"FORM EDGE&@ 3"O.C.PER • S •
3"ALUM.HEADER/REC.CHAN. UP TO 36' IN DEPTH 2LB FOAM DENSITY Q" •� �•� .CSC
.060 MIN. PAN(2) #5 x12' REBAR #14X4"SMS 1-1/4" COMPOSITE ROOF v ;
CROSSWISE THRU POST • • Z
#10 SMS @ 8"O.C.FOR NEOPRENE WASHER CARRIER/ •J •
4'-6' FROM TOP OF 8"O.C.PER PANEL EDGE BEAM (x) LJlI O, * �Q Q i (`)
Lu
COMPOSITE PANEL £:.: FOOTER 2"xs SMB z O�• P Q••
A > OR FOOTERS SIZES _____________ _____________ 2"xb"SMB 3
• '� Q' •
d 3"COMPOSITE PANEL ROOF � UP TO 18' IN DEPTH ____________ 2"x7^sMB 3 �I n •••• F�.O•� Q, `�c..c.._..e.._.._ _
(1) #5 x12' REBAR 2'x8"SMB 4 �� •
CROSSWISE THRU POST * • • Q
v ; 4'-6' FROM BOTTOM 2 0^SMB 4
W OF POST PROFES R SEAL
(X) 3/8"0 MACHINE
• BOLTS WITH NUTS/
1. a WASHERS THROUGH ENGINEER OF RECORD
POST AND SMB BEAM
#10 SMS @ B"O.C. ISOLATED FOOTERS LARGER THAN 3' CUBED SEE CHART ABOVE David W. Smith P.E.
FOR COMPOSITE PANEL REQUIRE #4 REBAR, TWO ROWS, 4' MIN. FROM MAY OR EDGE OF POSTrER 2"xH"SMB BEAM(SEE
TOP & BOTTOM, APPROX. 6' APART. SHEET S-2 FOR SIZE) FLORIDA LICENSE NUMBER:53608
E Thomas L. Hanson P.E.
1/4"MASONRY ANCHORS 24"O.C., POST OR UPRIGHT
PLAN V�V UPRIGHT(SEE FLORIDA LICENSE NUMBER:38654
2 ROWS STAGGERED CONNECTING
HEADER OR CHANNEL TO HOST, 3 SHEET S-2 FOR SIZE)
(2-1/2"MIN EMBEDMENT) . a•.:`• '
•ti ••,• •, ,.• Mark Ronald Dunn,Jr.
COMPOSITE PANEL ROOF TO BLOCK WALL CONNECTION DETAILS •'� '� ROOF TO BEAM CONNECTION P.E.
•: Ii•�+;• FLORIDA LICENSE NUMBER:73968
,+ .ti•: RIDGE/EDGE BEAM TO POST CONNECTION
s ":' ii
SCALE:NTS Joel Falardeau P.E.
. ..
FLORIDA LICENSE NUMBER:70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER:77605
FBC Plans&,Engineering
Services,Inc.
6272 Abbott Station Drive Unit 101
(1)-1/2"0 LOT CONCRETE
2
SCREW WITH 2-3/4" NOTE:MINIMUM EMBEDMENT OF Phone:(813, 7885 3
EMBEDMENT(MIN EDGE Phone:(813)788-5314
ANCHORS INTO CONCRETE FOOTING SHALL (H)-#14X3/4"SMS Fax:1-(866)-824-7894
DISTANCE=3") OPTIONAL:1"X2"OPEN
BE 2-3/4"AT ALL POST LOCATIONS.ALLATTACHING ANGLE SPACING)TO BEAM
PER OUTER FLANGE BACKATTACHED TO HOST Email:erb@fbeplans.com
SCREW LENGTHS AT POST CONNECTIONS W/(1)1/4"0 CONCRETE EACH SIDE(1"MIN. Website:www.fbcplans.com
SHALL BE OF SUFFICIENT LENGTH FOR
Iu REQUIRED EMBEDMENT INTO CONCRETE OF BEAW OR LAG WITHIN 6" C.O.A.-#29054
WHEN A PAVER DECK IS PRESENT. BEAM ETWEEN BEAMS
FASTEN BEAM TO REC.CHANNEL W/ o /_-
FOOTING DATE: 05-10 2019
#12 x3/4"TEKS
(1 SCR/INCH OF BEAM HT.'H') o DRAWN BY:BM
(2)-3/8"0 MACHINE STAGGERED m
BOLTS WITH WASHERS TOP VIEW a ,
OR(4)#14X 3/4"SMS ALUM.SQUARE COLUMN RELIEVING CHANNEL o 2x(H) REVISION: DATE:
EA SIDE 2x H)ALUM BEAM FASTEN TO POST W/
2"x2"x 0.125"ANGLE EXTERNAL ( #12 x3/4"TEKS �_ e
OR EQUIVALENT POST BASE (1 SCR/INCH OF BEAM HT.'H') (8)-1/4"0 CONCRETE SCREW o / RO 1
(1)-1/2"0 LDT CONCRETE STAGGERED W(2-1/2"EMBEDMENTMASONRY e / RO 2
SCREW WITH 2-3/4" (1-1/2"MIN.SPACING
EMBEDMENT(MIN EDGE OPT.#2:FOR INTERNAL FASTENING ALUM.POST OR RO 3
DISTANCE=3") (4)-3/8"0 CONCRETE (B)-1/4"0 X 2-1/2"LAG SCREWS SLOPED OR FLAT
PER OUTER FLANGE SCREW WITH 2-3/4" INTO WOOD(1"MIN SPACING) ROOF BEAM(SEE
EMBEDMENT(MIN EDGE (TYP2LOCATIONS) SHEETS-2 FOR SIZE) PROJECT ADDRESS:
DISTANCE=3" BEAM "B" NOTES: 2"X2"X 0.125"ANGLE
MIN SPACING 2") 2x4 1 1.THE MINIMUM EDGE EA.SIDE OF BEAM SUN RISE EATERY
DISTANCE IS 3"FOR MASONRY EXISTING HOST STRUCTURE
2x5 2 STRUCTURES. (CONCRETE,GROUT FILLED 5883 GALL BLVD.
e BEAM TO POST CONNECTION 2.IFARECEIVINGCHANNELIS CMUORWOOD) ZEPHYRHILLS,FL 33542
MBER
NON-LOAD BEARING SIDES ONLY 2x6 2 'B" H RS INTTTHNHOST
•�° ¢ 2x7 3 "B"ANCHORS INTO THE HOST
STRUCTURE,ALL MINIMUM
2x8 3 SPACING SHALL BE APPLICABLE.
FRONT VIEW 2x9 3 BEAM TO HOST TO CONNECTION DETAIL
2x10 4s.«,s CONTRACTOR:
POST CONNECTION DETAIL SUN STATE ALUMINUM
SCALE:NTS
NOTES
S- 3