HomeMy WebLinkAbout20-22539 CITY OF ZEPHYRHILLS
5g35-8TH STREET
(813)780-0020 22539
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 22539 Address: 6535 NORTHLAKE DR
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: SILVER OAKS
Est. Value: Parcel Number: 03-26-21-0120-00000-0800
Improv. Cost: 5,400.00 OWNER INFORMATION
Date Issued: 3/03/2020 Name: MAIDEN DAVID
Total Fees: 105.00 Address: 7410 BEARFOOT CIR APT 3
Amount Paid: 105.00 ANCHORAGE, AK. 99502-7116
Date Paid: 3/03/2020 Phone: (907)317-9514
Work Desc: ADD SCRN ENCLOSURE 13X 25.6 ON EXISTING PAVERS
CONTRACTORS APPLICATION FEES
PATRIOT SCREENS INC BUILDING FEE 105.00
�(-Z
l
Ins ections Required
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
Building Department
Date Received �r v�`
Phone Contact for Permitting V
Owner's Name D11wi C Owner Phone Number
Owner's Address �� vlL� � / i Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address I r-_ /�
JOB ADDRESS &S-35— /l)O2T{� tke I>L- LL�OT# ®
SUBDIVISION ' 1l✓'e' �a�S PARCEL ID# (/�— D af� cXXW-QpG 06
�� (OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED I r/I NEW CONSTR e ADD/ALT 0 SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR 0 COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK Qq FRAME = STEEL =
DESCRIPTION OF WORK 3•�Zf YO`Sf s a+l d; qSI-ai T3 -1 UEo—
2p
BUILDING SIZE SQ FOOTAGE 1° HEIGHT Q r
BUILDING $�LOQ VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $J T AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
=PLUMBING $ 2
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER yasc 6 COMPANY P���VT.SGzee,_5 �L
SIGNATURE REGISTERED Y/N FEE CURREN
Z Y/N
Address ' (S T3 License# -S �3 I`( l
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address F I License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address I License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address I License#
OTHER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
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 subdivisionsflarge projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortes.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
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
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 Divislort--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 IMPACTIUTILITIES 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 CONTRACTOR
Subscribed and sworn to(or affirmed)before me this Subscribed and sworn tgg,,(or aged) efore�e this
by by C/lJR t S
Who is/are personally known to me or has/have produced Who is/are it n to me or has/have produced
asidentification. C� as identification.
t
Notary Public (8V Notary Public
Commission No (0'
issia o.
Name of Notary typed,printed or stamped Name of Notary typed,pnnted or stamped
j,;CQUELINE SOGES
Comntiscion#GG 276457
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INSTR#2020036726 OR BK 10062 PG 3270 Page 1 of 1
03/03/2020 08:36 AM Rcpt:2140810 Rec:10.00 DS:0.00 IT:0.00
Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller
i
Permit No. Parcel ID No ��L��-��o�D'Qr�L�-Qcs-1-10
NOTICE OF COMMENCEMENT
Stateof ♦ (o�(� County of
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 d 3-"-ZI-OI 2C'LX0O? OKoO f(�S�blC1NLAfG n^
1. Description of Property: ParoelldentiflcationNo.64V4A 0ftc6r0V4WptUCPb?,I 96154o•49• La-r8D 0(L9a•V FC�JI/
Street Address: 1191M, /VOn/H
2. General Description of Improvement PCO) CFCxe- L3'V-- 6'V` vN l Sf/N�i Yrtr/nL/7a(iJ Wf FuS�atS• 48 CL
U
W U E
_ a tv ojf a).3. Owner Information: u _
O 12
i
(�3S n1o"ems LAIC �md- -�, ,a�r7/s IlC o (D
�-
Address City State 0 c U
Interest in Property: -f3S7/d-- o t_ Q O CT
Name of Fee Simple Titleholder. Q E) raj 0
CD
(If other than owner) C3 -C o RS N •,_
Address City State C N O
4. Contractor: PAMZ(t,\ ^ 22r�`� 10vC� Q @ N ,
p, �
Q'f(9 e Zt1dfcoW1r (6 L- 0 chi o N
Address p G �-y City State + c O t�! > C7
Contractors Telephone No.: O �O�" 1 37S�U ®e t0 0 d Q
5. Surety:
Name
Address City State
Amount of Bond: $ Telephone No.:
6. Lender.
Name
Address City State
Lenders 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 xtYYi�!+
Section 713.13(1)(a ),Florida Statutes:
Name I
f •
Address City State
Telephone Number of Designated Person: ll �p •
8. In addition to himself,the owner designates /o4� of
to receive a copy of the Llenors 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 is 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. NSPEC71OIN IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BBEOR OMMENCING N7a K OR RECORDING YOUR NOTICE OF COMMENCE NT.
STATE OF F�
COLL COUNTY IP CEN OVERBY
'a MY COMM'"ON 0 00031A81 Signature of Owner o er's A3farized Officer/Director/Partner/Manager,.,
EXPIRES S"mbw 2S,2040
Signatory's Title/Office
The foregoing Instrument was acknowledged before me this day of a\CLh ,20�0,by
as (type of authority,e. .,officer,trustee,attorney in fact)for
(n of arty on behal wh in t was executed).
Personally Known1AR Produced Identification❑1 Notary Signal,
Type of Identification Produced Q 11T U t(1 Name(Print) l)ee-ju
Verification pursuant to Section 92.525.Florida Statutes. Under penalties of perjury,I dw.4re t have read the foregoing and that the facts stated in
It are true to the best of my knowledge and belief.
Signature of Natural Person igning Abov
/ •,wpdatalbcs/bcs formslnoticecommencementjyo053048wce
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: P6 !(
Date Received: 2-o—
Site: cs
Permit Type: f 3� s7
Approved w/no comment :❑ Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with e-permit and%or plans.
1",,:A I...,.----- FPR..-? 3 1202n I
Kalvin Swi er—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
General Notes I HEREBY CERTIFY THAT I HAVE REVIEWED
A.CONCRETE&FOUNDATION DESIGN: HOT DIPPED GALVANIZED. THIS PLAN AND FOUND IT TO BE IN
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,
PSI MINIMUM BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR &FBC 6TH EDITION
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE 5. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
MINIMUM,3 1/2"NOMINAL THICKNESS.
PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
3. FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING e"
GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF ENSURE BONDING AGENT IS USED FIRST.
°APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 6. SCREENING MATERIAL SHALL BE 18X14X0.013 OR E A�
INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED ® • "••`••
IN LIEU OF WELDED WIRE MESH �` �,�u.' `•� V�
CIRCUMSTANCES BY DRIVING WITH A HAMMER ON DRAWING S-2"
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH 615 BE FIBERMESH 7. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN 7. 1"X2"X.045 NON-STRUCTURAL MEMBERS SHALL BE ATTACHED g ��" `•
5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE �. LL L>� `O�
ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S TO HOST WITH 1/4"DIAMETERX 1-3/4"EMBEDMENT&24"O.C.
GRADE 60(60 KM MIN.)DEFORMED BARS,#3 BARS MAY BE REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY MASONRY SCREW FOR CONCRETE&EQUIVALENT SIZE WOOD SCREW -J ' 4
GRADE 40
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL BE APPLIED IN CONDITIONS ACCEPTABLE TO WHEN IN WOOD
 X 1/2"EMBEDMENT SMS OR TEK SCREWS �p' a ('
GRADE#5 OR BETTER ZINC PLATED. C3 �' e 0®
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. 3
MANUFACTURER FASTENERS SHALL BE A MINIMUM OF SAE IN ALUMINUM MEMBERS TYPICAL.
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. `
FOLLOWING:
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE $"ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR "' • L0",°
PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 �,
',. r�•
18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES fi
OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). FOR USE WITH ACQ PRESSURE TREATED WOOD,oR JOB DESCRIPTION: SCREEN ENCLOSURE AND CONCRETE .� s.
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN OTHERWISE NOTED ON PLANS.
AIR
ENTRAINING+/-1%-ASTM C 260.
4". 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. DESIGN DATA: P SSI RSEAL
WATER REDUCING AGENT-ASTM C 494. 10.ALL 8CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH ENGINEER OF RECORD
CLEAN POTABLE WATER 11 FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL NOMINAL DESIGN WIND SPEED Vasd: 101 MPH
OTHER ADMIXTURES SHALL NOT BE PERMITTED. 2. RISK CATEGORY: 1 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: B
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN UNLESS NOTED OTHER WISE. 4. WIND LOADS: FLORIDA LICENSE NUMBER:53608
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, SCREEN ROOF: 8 PSF Thomas L. Hanson P.E.
2,&3 ALONG WITH HOT WEATHER CONDITIONS E.REFERENCE STANDARDS: SCREEN WALLS: 27 PSF
RECOMMENDATIONS. ASTM E 119 FLORIDA LICENSE NUMBER:38654
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM E 1300
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASCE 7-10 5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013 Myron Max Neal P.E.
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B OR EQUIVALENT DENSITY SCREEN MESH: 0.88 Y
SPALLING OR OTHER DETERIORATION. ASTM C94 6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6 FLORIDA LICENSE NUMBER:86663
ASTM C150 7. LIVE LOAD:
B.MASONRY: ASTM C33 300 lb.VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS.
1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C260 200 lb.VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS.
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM C494 10 PSF VERTICAL DOWNLOAD ON SOLID ROOF. Joel Falardeau P.E.
TYPE M OR S MORTAR ASTM A615 8. EXISTING SLAB AND OR FOOTING MEETS THE REQUIREMENTS TO RESIST THE FLORIDA LICENSE NUMBER:70667
2.ALL MORTAR SHALL BE OF TYPE M OR S. ASTM A185 UPLOADS FOR THE PROPOSED STRUCTURE.
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE FLORIDA BUILDING CODE (CHAPTERS 16,20 AND 23) 9. SCREEN ROOF TYPE: MANSARD Erik Stuart P.E.
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 6TH EDITION 10. SOLID ROOF TYPE: N/A
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING CURRENT ALUMINUM DESIGN MANUAL FLORIDA LICENSE NUMBER:77605
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN F.ABBREVIATIONS: FBC Plans&Engineering
HEIGHT. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT Services,Inc.
C.ALUMINUM: TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. 6272 Abbott Station Drive Unit 101
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE 1.TYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS ZephPhone:(813)788-5314 hills,fi,33542
Phone:
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 2. SIM--SIMILAR Fax:1-(866)-824-7894
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 3.UON--UNLESS OTHERWISE NOTED
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 4. CONT--CONTINUOUS HOLLOW SECTIONS Email:erb@tbcplans.com
0.024"SHALL APPLY. 5.VIF--VERIFY IN FIELD 2 x 2:---------------------------------------2"X 2"x 0.046 C.O.A.1#2w.tbcplans.com
3. STRUCTURAL ALUMINUM DESIGN CONFORMS 3 x 2:---------------------------------------3"x 2"x 0.050"
9054
TO"PART 1-A-SPECIFICATIONS FOR ALUMINUM G.RESPONSIBILITY:
STRUCTURES-ALLOWABLE STRESS
1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 2 x 3:---------------------------------------2"x 3"x 0.050" DATE:2/11/20
DESIGN"OR"PART 1-B-SPECIFICATIONS FOR ALUMINUM CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:---------------------------------------2"x 3"x 0.070"
STRUCTURES-BUILDING LOAD AND RESISTANCE FACTOR CODES,LOCAL ORDINANCES,ETC. 2 x 4:---------------------------------------2"x 4"x 0.050" DRAWN BY:SB
DESIGN"OF THE ALUMINUM DESIGN MANUAL PREPARED BY 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 2 x 5:---------------------------------------2"x 5"x 0.050" ALL WORK SHALL COMPLY WITH PREVAILING
THE ALUMINUM ASSOCIATION,INC.WASHINGTON D.C.THE NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN CODES FLORIDA BUILDING CODE, REVISION: DATE:
DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD OPEN BACK SECTIONS NATIONAL ELECTRIC CODE,
FLORIDA BUILDING CODE 6TH EDITION(CHAPTER 16 ALUMINUM CONDITIONS. RO 1
DESIGN CHAPTER 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 1 x 2:----------------------------------------1"x 2"x 0.040" AND THE CITY OF ZEPHYRHILLS
4. WHERE COMES INTO CO ALUMINUM).CONTACT WITH STEEL,OR RO 2
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC CONTRACTOR'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE 1 x 3:----------------------------------------1' x 3"x 0.045" ORDINANCES
SEPARATION. 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED RO 3
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH LESS ON INFORMATION PROVIDED BY THE CONTRACTOR AND SNAP SECTIONS
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTTEE R,IF 20 0210_123
MANUFACTURER 2x2 2 Sna 2"x 2"x 0.045"
USING#12 SPACING MAY BE 24"ON CENTER. p'----------------------------------
5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A PROJECT 6. VINYL/ACRYLIC/GLASS PANELS SHALL BE REMOVABLE.THEY LICENSED P.E.IN ACCORDANCE WITH STANDARD 2 x 3 Snap:---------------------------------2"x 3"x 0.050" J CT ADDRESS:
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING ENGINEERING PRACTICES. 2 x 4 Snap:---------------------------------2"x 4"x 0.045" C TMiEW DAT EB , MAIDEN
REMOVABLE PANEL SHALL BE REMOVED WHEN WIND
SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS OF
VISIBLE WHEN PANEL IS INSTALLED. H.MISCELLANEOUS: SELF MATING (SMB) P1 EXAMINER
6535 NORTHLAKE DR.
(ACRYLIC/GLASS WINDBREAKERS INCLUDED) 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100" R
MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME.IF 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" ZEPHYRHILLS FL 33542
D.FASTENERS: THE EXISTING STRUCTURE IS ONE OF THESE,A SEPARATE 4TH 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120"
1.ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO 2 x 7 SMB:---------------------- 2"X 7"x 0.057"x 0.120"
300 18-8,WITH STANDARD FLAT WASHER UNLESS ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE HOME. 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224" CONTRACTOR:
WITH ACQ PRESSURE TREATED WOOD. 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224" PATRIOT SCREENS
2. HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:------------------- 2"x 10"x 0.092"X 0.374"
FLAT WASHERS AND NUTS. BARRIER REQUIREMENTS OF THE FBC 6TH EDITION NOTES
3. ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, R 4501.17.1 IN ITS ENTIRETY.
TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. 3. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1
4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE 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
U
C.- ((i\ 3 f
I a+. J ; O A S
I r
.'& ., • r mom.
t
.-� pq �^y o `v `u+►
_ - PRO 4ERSEAL
o
ENGINEER OF RECORD
„ fti David W. Smith P.E.
N FLORIDA LICENSE NUMBER:53608
< zv " Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER:38654
Myron Max Neal P.E.
��
4 �
Glr O ZXZ 7+c y FLORIDA LICENSE NUMBER 86663
., +
, � �
f br Joel Falardeau P.E.
{^ti00 J' ' FLORIDA LICENSE NUMBER:70667
Erik Stuart P.E.
e /^� FLORIDA LICENSE NUMBER:77605______ ____ N _o > k� `� FBC Plans&Engineering
� U
I a- d Services Inc.
z 'r 6272 Abbott Station Drive Unit 101
Phon�— f 3* I e:(8 1s 33542
,788-5314
Fax:1-866-824-7894
•o, Email:erb@fbcplans.wm
1 .'f 111 Website:www.tbcplans.com
C.O.A -#29905454
c,rlC. 4 / ` - C DATE:2/11/20
(635 &O LA '1 't
' ROREVISION: DATE:
/3 `�` /7ob�eNG� Aalc�-4N
RO 3 20 0210_123
PROJECT ADDRESS:
MAIDEN
C/ tc ' 6535 NORTHLAKE DR.
ZEPHYRHILLS FL 33542
CONTRACTOR:
PATRIOT SCREENS
NOTES
S- 2
1"X 5"OR 7"X4"WIDTH EXTRUDED GUTTER BRACKET(THICKNESS OF LEG @ LAG I HEREBY CERTIFY THAT I HAVE REVIEWED
SCREW SHALL BE 0.125"MIN. (3)1/4'LAG SCREWS OPTION
LONG LEG SHALL BE 0.072"MI . FASTEN.060 REC CHAN.TO THIS PLAN AND FOUND IT TO BE IN
@ EA GUTTER BRACKET
@ EACH BEAM AND(1)IN BETWEEN W/(3) BACKSIDE OF 2"XH"EDGE BEAM COMPLIANCE WITH ASCE 7-10,
#10X3/4"SMS 1"SPA &(1)@ 12"O.C.MAX-MIN EMBEDMENT EAVE#1 w/(5)#10 SMS W/3/4'
INTO GUTTER LIP SHALL BE 2" 2"x_PURLINS(SEE S-2 FOR 1/8'(11 GA.)ALUMINUM RAIL W(H)#B 10 SMS W//3/4, &FBC 6TH EDITION
EXISTING HOST SIZE)ATTACHED TO BEAM GUSSET PLATE(2X HEIGHT) INTO SIDE FLANGES
STRUCTURE - W/MIN(4)#10 x 1 3"SMS B#12 SMS OPTION
2X'H'
• • • A @ EDGE
• • APPLY EDGE BEAM W/REC CHANNELS BEAM �g,� •(J "-`� "Yj�
Sry • • �� TO NOTCHED POST „-� ••6• •••••' * s�
S.
• '"�S FASTEN.060 REC.C .TO V y C. A •i �y
UNDERSIDE OF 2X_EDGE BEAM
2311 • N • • • • • • CONTINUOUS EDGE BEAM OST W/(4)#SOSMSW/3/4' •
BEAM r STAGGERED
. W/(2)#LOSMSW/3/4" ' � °'-w ` • ) '°•
NOTE:EDGE BEAM(SEE SHEET S-2 FORSIZE) INTO SIDE FLANGES m J �� Q • �Y '�
SHALL BE ORIENTED IN DIRECTION SHOWN . J <- Q"
REC.CHANNEL.060 MIN.,SAMEWIDTH AS BEAM TYP. ".• ® • �' -aar
• UPER GUTTER(5"OR 7") ��ti 53 56ETp EAVE RAIL TOS�UPPR[LE:IG T DETAIL s1_
��
2"X 2"X1/16'(MIN) Q "• v s w�
RECEIVING CHANNEL
(H"MIN LENGTH) (H)#12 X 3/4"SMS(TYP EACH SIDE OF CHANNEL)
PURLIN ATTACHED TO EAVE RAIL .�,�,
(8)#12 X 3/4"SMS(INTO GUTTER) NOTES: W/2"x2"x0.125"INTERNAL 4 '
NOTES: BEAM "B" "N" "Ni" "Si""ST" "S3" "S4" 1."N"NUMBER OF SCREWS IN ANY RECEIVING CHANNEL OR PROF EAL
1.A 7"SUPER GUTTER MAY BE USED PROVIDED GUTTER BRACKET LENGTH IS INCREASED 2" DIRECTION. EXTERNAL 0.125"ANGLE CLIP ATTACHED OPTION
IN LENGTH. ' 2.TOTAL NUMBER OF SCREWS PER W/(3)#12x3/4"SMS EA.LEG
2.THE HOST STRUCTURE SHALL HAVE AT LEAST A 2"X4"FASCIA AND ROOF TRUSS SYSTEM. 2X5 16 5 4 1 " 1f" 10' 5" JOINT EQUALS 4 TIMES"B". #2 ENGI EER OF RECORD
CONTRACTOR SHALL VERIFY THIS AND IF SMALLER-CONTRACTOR SHALL BRING STRUCTURE 3.PLATE WIDTH SHALL BE
UP TO A 2"X4"FASCIA AND ENSURE LESS THAN A 2'-0"OVERHANG. 2X6 18 6 5 1" l ' 12" 6" DETERMINED FROM ANGLE OF 2"x3'EAVE RAIL
2X7 20 6 6 1' 1' 14" 7" BEAM AND MIN.SPACE REQUIRED. 1-1/2"z6x0.125"FLAT BARII David W. Smith P.E.
4.GUSSET PLATES EXTERNAL W/6#12x3/4"SMS 70
IIJ GUTTER BRACKET&BEAM ATTACHMENT DETAIL 2X8 24 7 7 ii" if' 16" 8" S.INTERNAL SCREWS FOR PURLIN 3@ EAVE RAIL 0 FLORIDA LICENSE NUMBER:53608
2X9 32 10 8 1&' 1j" 18" 9" CONNECTION MAYBE INCLUDED IN 3@ POST
1 13 9 1
TOTAL NUMBER OF SCREWS. PURLIN Thomas L. Hanson P.E.
2X9 H 32 10 8 1 " 1j" 18' 9" 6.GABLE SPLICE WILL HAVE THE FASTEN RECEIVING CHANNEL
2X0 40 Z 20" lO" SAME PATTERN. TO BOTTOM OF EAVE RAIL 0 0 0.060"RECEIVING CHANNEL FLORIDA LICENSE NUMBER:38654
�" "" W/(4)#12x3/4"SMS
OPTION#1:2"x 3 (1"x2"x POST SIZE)
1 ATTACHED TO POST
"x PURLIN W/(3)#12x3/4'SMS EA SIDE Myron Max Neal P.E.
-OR-
SCALE:Nil ALUMINUM UPRIGHT USE 2"x2"x0.125"ALUMINUM ANGLE
DEPTH RECEIVING CHANNEL W/ BOTH ENDS SIMILAR #12 SMS BEAM SPLICEGllSSETDETAIL
(3)#10X3/4"EA.LEG ATTACHING BOTH SIDES OF POST ATTACHED FLORIDA LICENSE NUMBER:86663
PURLIN TO BEAM OR EAVE
W/(3)#12x3/4 SMS EACH LEG.
MEMBER
.060 REC.CHANNEL MIN. JOeI FalardeaU P.E.
SLOPED OR FLAT PURLIN UPRIGHT LAP DETAIL FLORIDA LICENSE NUMBER:70667
SCALE:NTS Erik Stuart P.E.
FLORIDA LICENSE NUMBER:77605
FBC Plans&Engineering
Services,Inc.
BEAM SCREWS 6272 Abbott Station Drive Unit 101
11 2'X 4"SMB 8 Zephyrhills,tI.33542
2"X5"SMB 8
2"X 6"SMB 10 Phone:(813)788-5314
Fax:1-(866)-824-7894
2"X 7"SMB 10 EDGE BEAM PER PLAN
r". 22.X8.SMB 12 Email:erb@fbcplans.com
ROOF BRACING CONNECTION DETAIL SMB 12 2X ALUM.
SCALE:N.T.S. 2""x 0'SM 14
S'3 C.O.A. #29054�cplans.com
ELF-MATING BEAM
FOR SLOPED BEAMS, SHALL BE NOTCHED 2X ALUM.UP HT DATE:2/11/20
MAINTAIN ALL SCREW SPACING FOR UPRIGHT
7 PER PLAN
OPTIONAL:1"X2"OPEN (6)-#12 X 3/4"SMS FROM EDGE OF BEAM DRAWN BY:SB
BACKATTNAL:I TO HOST ATTACHING ANGLE TO BEAM DOOR
W/(1)1/4"O CONCRETE EACH SIDE(1"MIN.SPACING)
SCREW OR LAG WITHIN 6"
s/e" REVISION: DATE:
OF BEAM&@ 24"O.C.MAX 2X3 SPECIAL MAY BE USED IN PLACE
OF 2X2 AND 1X2 COMBO EAVE RAIL
BETWEEN BEAMS RO 1
2"x2"EAVE RAIL SECTION
(UNLESS OTHERWISE SHOWN
ON S-2)-ATTACHED TO BEAM O a 3/4" RO 2
W/(4)#10x2"SMS INTO SCREW BOSS O O
. J, 1"x2"OPEN BACK EA 0 0 1" RO 3 20_0210_123
RAIL ATTACHED TO UPRIGHT 1X A OP
iv fi- o w/(2)#10x1-1/2"SMS INTO
(B)-1/4"O CONCRETE SCREW p SCREWBOSS PROJECT ADDRESS:
W/1-1/2"EMBEDMENT INTO 0 TYPICAL SCREEN DOOR CONNECTION DETAIL
p #10x1-1/2"SMS 12"O.C
MASONRY SCALE:NTS
(1-1/2"MIN.SPACING #12x3/4"SCREW NOTES: MAIDEN
OR (SEE TABLE ABOVE) "(MIN)UPRIGHT 1. HINGES SHALL BE ATTACHED TO STRUCTURE W/(3)#10 x 3/4"SMS MINIMUM.
(B)-1/4"O X 2"LAG SCREWS SLOPED OR FLAT 2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(3)HINGES MINIMUM. 6535 NORTHLAKE DR.
INTO WOOD(1"MIN SPACING) ROOF BEAM(SEE
(TYP 2 LOCATIONS) SHEET S-2 FOR SIZE) 3. HINGES SHALL BE ATTACHED TO DOOR WITH(3)#10 x 3/4"SMS. FASTEN A ZEPHYRHILLS FL 33542
BEAM "B" NOTES: 2"X2"X 0.125"ANGLE 1"x 2"x 0.044"TO UPRIGHT W/#12 x 1-1/2"SMS @ 12"O.C.AND WITHIN 3"FROM
1.THE MINIMUM EDGE EA SIDE OF BEAM END OF THE UPRIGHT.
2x4 1 DISTANCE IS 3"FOR MASONRY EXISTING HOST STRUCTURE UPRIGHT TO BEAMCONNECTION-ALL WIND ZONES
RUCTURES (CONCRETE,GROUT FILLED SCALE:Nil
2x5 2 ST2.IFARECEIVINGCHANNELIS CMUORWOOD) CONTRACTOR:
{ 2x6 2 USED,USE TWICE THE NUMBER
2x7 3 "B"ANCHORS INTO THE HOST PATRIOT SCREENS
STRUCTURE.ALL MINIMUM
2x8 3 SPACING SHALL BE APPLICABLE. S
NOTES
2x9 3 S2 BEAM TO HOST TO CONNECTION DETAIL 2x10 4 S-5 SCALB:NTS
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10,
UPRIGHT &FBC 6TH EDITION
SEE NOTE#5 SECONDARY ANGLE MIN OPTION#1
(H)#12 X 3/4"SMS 0.125"THICK(NOT ., A
FASTENING SECONDARY REQUIRED FOR 2X3 (4)#10 x 1%"SMS OPTION#2 00
ANGLE TO COLUMN CIYP
MEMBER) INTO SCREW BOSSES - NOTE:2X4 5MB BEAM ONLY REQUIRES 4 �K A U
EACH SIDE) PRIMARY 2"X2" WIDTH GUTTER BRACKET W/ )1/,r ��� e• •••*••• I �.
X 0.125"ANGLE 1"X 5"OR 7"X6"WIDTH EXTRUDED GUTTER LAGS •••
(B)-3/8"0 CONCRETE SCREW BRACKET(THICKNESS OF LEG @ LAG ° •
(2)#12 X 3/4"SMS FASTENING SCREW SHALL BE 0.125"MIN. d 0%>� •
ANCHOR INTO SECONDARY
ANGLE PEACH SIDE) OLUMN TO PRIMARY ANGLE 2"X2"OR 2"X3" 0.0625"ALUMINUM INTERNAL LONG LEG SHALL BE 0.072"MM (4)1/4"LAG SCREWS @ 1-i/2" �a s^^ ,y", CQ •e
(TY (SEE O (TYP EACH SIDE) MEMBER OR EXTERNAL RECEIVING @ EACH BEAM W/(4) SPACING @ EA GUTTER BRACKET ''+
TABLE) 0 CHANNEL W/(4)#10 X 3/4"INTO #10X3/4"SMS i"SPA &(1)@ 12"O.C.MAX-MIN EMBEDMENT ;.. L_ _ � 0 < • -
O 1"X2"BASE MEMBER INTO BEAM OR UPRIGHT.(2) INTO GUTTER UP SHALL BE 2" J *, v„ /
(TYP EACH SIDE) #12X 3/4"EA.LEG INTO GIRT OR EXISTING HOST �. ,� 0 ,' - ° v.-'"r (1)-3/8"0 CONCRETE SCREW PURLIN-(0.062"ANGLE CLIPS w/ STRUCTURE sID ' p
2-1/2"ANCHOR SPA d ANCHOR INTO PRIMARY (2)#12x3/4"SMS EA LEG)
(MIN)(TYP)(SEE TABLE) ANGLE AND @1/40 CONCRETE UPRIGHT OR BEAM-SNAP
SCREW ANCHOR @
3"(MIN) --� OR SELF MATING OR
24"O.C.BETWEEN COLUMNS HOLLOW I/
1/4"0 NOTES: (TYP EACH SIDE) PURLIN OR GIRT TO BEAM OR POST DETAIL zxx • PRO S1 GI EAL
4
Concrete Screw 1.NUMBER OF ANCHORS"B"IS EACH SIDE INTO THE SECONDARY SCALE:Nis BEAM • _
Column Anchor ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2. ENGINEER OF RECORD
Size 2.MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING
B I Mn*Spa SHALL BE 2-3/4"AT AT ALL UPRIGHT LOCATIONS.ALL SCREW SUPER GUTTER(5"OR 7 11111 David W. Smith P.E.
2x3 LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT •
2x4 LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING FLORIDA LICENSE NUMBER 53608
WHEN A PAVER DECK IS PRESENT. 2"X 2"X1/16"(MIN)
3.CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON FASTENERS RECEIVING CHANNE
3/8"0 APPROVED ON THE S-1 NOTES PAGE. (H"MIN LENGTH) Thomas L. Hanson P.E.
/ 4.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE (H)#12 X 3/4"SMS(rYP EACH SIDE OF CHANNEL)
Concrete Screw (8)#12 X 3/4'SMS(INTO GUTTER)
Column Anchor CONNECTIONS AS 2X4 SHOWN IN TABLE. NOTES: FLORIDA LICENSE NUMBER:38654
Size S.FORA 2x4 POST:FOLLOW FASTENING DETAIL ABOVE USING(2) 1.A 7"SUPER GUTTER MAY BE USED PROVIDED GUTTER BRACKET LENGTH IS INCREASED 2"
B I Min.Spa 2"X2"x2"x.125 ANGLE CLIPS ON EACH SIDE.USE(2)#12X3/4"SMS • • IN LENGTH. LII Myron Max Neal P.E.
2x5 FASTENING COLUMN TO ANGLE CLIP(TYP @ EACH ANGLE CLIP) 2.THE HOST STRUCTURE SHALL HAVE AT LEAST A 2'X4"FASCIA AND ROOF TRUSS SYSTEM.
SHALL CONTRACTOR VERIFY THIS AND IF SMALLER-CONTRACTOR SHALL BRING STRUCTURE
2x6 (4 TOTAL SCREWS ON EACH SIDE OF POST) UP TO A 2"x4"FASCIA AND ENSURE LESS THAN A 2'-0"OVERHANG. FLORIDA LICENSE NUMBER:86663
2x7 6.FORA 2x5 POST:FOLLOW FASTENING DETAIL ABOVE USING(2)
2x8 2"X2"x2"x125 ANGLE CLIPS ON EACH SIDE.USE(3)#12X3/4"SMS UPRIGHT OR BEAM GUTTER BRACKET&BEAM ATTACHMENT DETAIL
2x9 FASTENING COLUMN TO ANGLE CLIP(TYP @ EACH ANGLE CLIP) KICK PLAT • -SNAP OR SELF
2x1 0 (5 TOTAL SCREWS ON EACH SIDE OF POST) ATTACHED TO ALUMINUM MATING OR N.TS
MEMBER W/(1)#10 HOLLOW Joel Falardeau P.E.
FLORIDA LICENSE NUMBER:70667
2"x 3"OR LARGER UPRIGHT TO CONCRETE W/WO PAVER DETAILS •
SCALE:NTS KICK PLATE ATTACHED TO ALUMINUM MEMBER Erik Stuart P.E.
USE CONNECTION DETAIL FOR TOP AND BOTTOM WHEN APPLICABLE SCALE NTS
FLORIDA LICENSE NUMBER:77605
PRIMARY BEAM-
________________PURLIN FBC Plans&Engineering
(SEE SHEET S-2 FOR SIZE) 'i,
Services,Inc.
• 6272 Abbott Station Drive Unit 101
2'Xr x 0.125"ANGLE • • Zephyrhills,11.33542
EACH SIDE OF BEAM • OPTIONAL
• Phone:(813)788-5314
Fax:1-(866)-824-7894
IS"oR7
"-x 0.250"EXTRUDED GUTTER BRACKET Email:erb@fbcplans.com
(A)-#12X3/4-SMS 5"OR7"-0250"BREAK FORMED GUTTER BRACKET Website:www.fbcplans.com
CONNECTING ANGLE TO BEAM 2"X 2"X 0.125"ANGLE Z-BRACKET 0.250" C.O.A.-#29054
(TYP 4 LOCATIONS) EACH SIDE OF BEAM
CARRIER BEAM W/(4)#12X 3/4"EA SIDE
2"GUTTER BRACKET REQUIRED
AT PURLIN ATTACHMENT (1)1/4"LAG SCREWS @ EA.GUTTER DATE:2/11/20
NOTE:"A"SHALL BE EQUAL TO THE PRIMARY BEAM DEPTH POINTS w/(2)#12 X 3/4"SMS BRACKET&(1)@ 12"O.C.MAX-MIN
IN INCHES(I.E.A 2X6 PRIMARY BEAM SHALL HAVE(6)#12 CARRIER BEAM INTO GUTTER LIP EMBEDMENT SHALL BE 2"
FLAT ORSLOPPED OpT x00455 OPEA DRAWN BY:SB
SMS(TYP 4 LOCATIONS)). (P.
(SEE SHEET S-2 FOR SIZE)
BACK W/(2)#14X
S4 CARRIER BEAM CONNECTION DETAIL PURLIN TO CARRIER BEAM CONNECTION DETAIL 1-1/2"@ ANGLE& REVISION: DATE:
S_4, SCALE:N'IS SCALE:NTS (1)#12X2-1/2"@24"
O.C.OR OPTIONAL
2"X2"X0.045" - RO 1
NOTES FOR FOOTING: 3/4" 3000 PSI CONCRETE WITH RO 2
1. THE FOUNDATIONS SHOWN ARE BASED ON A 45 DECELDED WIRE OR PURLIN
G.
1 8 CORNER U SET ANGLE BRACKET TOP OF FIBERMESH o O RO 3
MINIMUM SOIL FASTEN WITH (9 12 x 3/4 S.M.S. CONCRETE
BEARING PRESSURE OF 1,500 PSF. /
CORROSION RESISTANT 1 s"STAINLESS 3" a O O 20_0210_123
2. THE FOOTING SHALL BE MINIMUM 3000 PSI. t TO STRUCTURAL WALL MEMBERS STEEL CABLE 4
5/1s° EYE BOLT a PROJECT ADDRESS:
W/DOUBLE NUTS Q E 2"x 2"x'W"X ALUMINUM THE HOST STRUCTURE SHALL
LOCK NUTdcWASHERS .1-i/2" ANGLE w/(4)#12 x3/4" HAVE AT LEAST A 2"X4"
CORROSION RESISTANT SMS INTO PURLIN ON EA FASCIA AND ROOF TRUSS MAIDEN
1-1/4"X 7-1/4"x 1/8" SIDE SYSTEM.CONTRACTOR SHALL
GRADE o o • o ALUMINUM FLAT BAR W/ r' &(4)12X1-1 2-IINGUTTETOO R SMALLER- NDIF CONTRACTOR 6535 NORTHLAKE DR.
(2)3/8"0 X CONCRETE
12 o SCREWS(MIN 3-3 4" SHALL BRING STRUCTURE UP
/ TOA2"X4"FASCIAAND ZEPHYRHILLS FL 33542
a o EMBEDMENT) ENSURE LESS THAN A 2'-0"
• OVERHANG.
NOTE: CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON TITEN Al GUTTER BRACKET&PURLIN ATTACHMENT DETAIL
12° \DEGREES
NLESS STEEL HD 3/8"0 SCREW ANCHORS WITH AN ALLOWABLE SHEAR CAPACITY S 4 N.TS CONTRACTOR:
(2)#5 CONT.,MIN.25" (2) PSW/ MIN OF 880 LBS.W/EDGE DISTANCE AND SPACING SHOWN.
FOR 4"CONCRETE SLAB ONLY:USE 3"A.S.T.M.A-36 STEEL CLIP WITH PATRIOT SCREENS
-4
OVERLAP,ON 3"CHAIRS 2-3/8"X 3"SLEEVE ANCHORS TO CONCRETE DECK.THIS CLIP MAY ALSO BE
4'O.C.MAX• USED ON TOP OF CONCRETE SLAB.MAINTAIN 2"MIN.EDGE DISTANCE.
REFER TO AAF GUIDE TO ALUM.CONST.IN HIGH WIND AREAS.PAGE 1-47(CIO/1) NOTES
12"x12"
CABLE TO FOUNDATION CONNECTION DETAILJ'
RIBBON FOOTING SCALE:NTS