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HomeMy WebLinkAbout20-577 m FiveuH City/ Of Zephyrhilis PERMITNUMB'ER`:' a 5335 Eighth Street Zephyrhills, FL 33542 BAR-000577-2020 Phone: (813)780-0020 t Issue Date: 08/27/2020 Fax: (813)780-0021 Permit Type: Add/Alter (Residential) Property.Number Street Address 05 26 21 0100 01100 0040 6788 Wagon Trail Street Owner Information Permit Information . Contractor Information Name: ELIZABETH SIMMONS Permit Type:Add/Alter(Residential) Contractor: PATRIOT SCREENS INC Class of Work:Add/Alter Residential Address: 6788 Wagon Trail St Building Valuation:$7,700.00 ZEPHYRHILLS,FL 33541-2560 Electrical Valuation:$0.00 Phone: (813)862-8648 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 Total Valuation:$7,700.00 Total Fees:$117.75 Amount Paid:$117.75 Date Paid:8/27/2020 2:27:01 PM Project Description iNSTALLATION 12 FT X 16 FT SCRN ROOM W/SLAB Application Fees Building Permit Fee $78.50 Building Plan Review Fee $39.25 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 subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit 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 add fee 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 PE r IT OFFICE 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 Phone Contact for Permitting aaaicis<a c C €a111 Owner's Name jiLr Lpl�ay(7�T -�Ifr ti/�t ON 5 Owner Phone Number p Owner's Address d® Al:'3rJ f eA S, - Owner Phone Number U/3'O���0(O a Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Adddrre L�f�ss G / ' �of� JOB ADDRESS 6O W'R=701� I - LOT# J SUBDIVISION r(r en Y O 24WCV PARCEL ID# DS -a�a -0 40-0l 100-OD () (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR e ADD/ALT = SIGN = = DEMOLISH ET INSTALL REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL = DESCRIPTION OF WORK TA( 1a.X l ror S b LJ Azol As T`rr's U 6+CJ e7 SCRgA+0 tZX/- BUILDING SIZE SQ FOOTAGE HEIGHT DING $ 0p VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION v =GAS = ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY (/4 2lb= �Gf1 SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# 5CC ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEECURREN Y/N Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address I License# 1111I.(IlI■ II11ININNINE& It"1 111.IIa1.II1■I-aaaa11.91aIIIaaItIaIaI-tIIIIII 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 dale.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 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.(AIC 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 Division—Licensing Section at 727-847-8009. Furthermore,if the owner has hired a contractor or contractors,he is advised to have the contractors)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 specked 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 ofoccupancy 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 amendedr If valuation of work is$2,500.00 or more,I certify that 1,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 CONTRACTORVOWNEWS 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 F 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 YQUR LENDER OR AN ATTORNEY BEFORE RECORDING YOiJR NOTICE OF COMMENCEMENT, FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and sworn to(or affirmed)before me this Subscribed and n (or Finned bar me this by r. Who is/are personally known to me or hasthave produced Who is/are pi6sonally k to me or has/have produced as identification. as identification. Notary Public {h"� J Notary Public Commission No. Com issio)No. Name of Notary typed,printed or stamped Nam of Ngte •1Yp Corrlmi ion i#GG 276467 Exirir0s pecember 12.2('72 EyndeC'hfu Troy fain i:rt .•..000.3fi57038 INSTR#2020134242 OR BK 10158 PG 2370 Page 1 of 1 08/17/2020 11:35 AM Rcpt:2193920 Rec:10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sowles Esa Pacco County Glerk&Comptroller Permit No. Parcel ID No NOTICE OF COMMENCEMENT State of_ 0(o&A.p.- County of�1411r-& 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:0$ikg-d(-600-0I(Oi0-COI(p7idr wrRo,J TAA( W. 1. Description of Pmperty Parcel Identification No.S ✓btradJ l S�krd rSrbu� pkMse$ g Alin iR�116(a 11 ky0?9 8/mL1/for StrdetAddress: (09PT f JAErorJ ItZAI Sr -'! / 2."-- General Description of Improvement -R�( !3 t[Jr,'9(ah�11r� I �Lt/Cx 1✓�� �a�w Icy tea!Suv�J2c0 n 3. Owner Information or Lessee Information tithe Lessee contracted forthe improvement: �Lyzaba'!T� SiMrnoNi (D'18d e�J_it C�oat Thar r Sr �t/J((�rt Address / �� Ct�- State Interest In Property. ornSFrRJt- Name of Fee Simple Titleholder. (If different from Owner listed above) Address n City State 4. Contractor._ YA�Rrd 1 Saz e er snx _ 1971 ClAdit --p4 •• �c ri,r!{I(S ?3cgo o s Address /3- / "Yto�f Gity � State © Q U Contractors Telephone No.: N 5. Surety: l o m c ai .N p Name N CL E +_ (V d C =3 0 (0 Y � Address City State .� 'p O n a.)N O Amount of Bond:S Telephone No.: ® aDO a j-: U B. Lender. N h�-- _ - lT Name 7 L O p 72 OCo N State I Co 0 CO N Lenders Telephone No.: i M'3 - c� -o p c U OLL C O 7. • Persons within the State of Florida designated by the owner upon whom notices Z, or other documents may be served as provided by Section 713.13(1)(a)(7),Florida Statutes:N I C a C rl1 O O m � Name O O N 1 U d) N,25 N Address Clly State on a) c +C ' s � Telephone Number of Designated Person: )rt N H +� O Z O- m 8. In addition to himself,the owner designates Of— to re Iva a copy ofthe Lienors Notice as provided In Section 713.13(1)(b),Florida Statutes. Telephone Number of Person or Entity Designated by Owner.' 9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the contractor.but will be one year from the date of recording unless a different date Is specified): (0/',,��5 "j! ' WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT i a e ARE CONSIDERED IMPROPER.PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN �d RESULT IN YOUR PAYING TWICE FOR,IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. a Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that the facts stated therein are hue to the best of my knowledge and belief. 3 o STATE OF FLORIDA PASCO © '•• u COUNTY OF ASCO • - •— Sigh re bT Ovmer or Lessee,or Owners or Lessee's Authorized Officer/Director/Partner/Manager ON h-PY, e Signatorys Title/Of oe The foroadna r^'tr"'^^^t woo ocfmawledgod boforo mo thlo day of A"12 o2Q by EI 1 ZCA 1nt as (type of authority,e.g.,officer,trustee,atiomey In fact)for (name.of party on behalf of whom Instrument was executed). Personally Known CI ga Produced Identification ElNotary Signature ,1 L Type of Identification Produced Name(Print) J eTsnluj Du h a ;•p'"'• JESSICADYBAS MYCOMMISSION8GG83 M ':•s'. EXPIRES:January 15,2o24 or Banded ThnjNowypiftUndernfisr wpdale@cs/noUcecommencementycl1S3048 1 ' BOUNDARY & AS-BUILT SURVEY DESCRIPTION: (AS FURNISHED) LOT 4. BLOCK 11. SILVERADO RANCH SUBDIVISION PHASES 7. 9B. 11A 11B AS RECORDED IN PLAT BOOK 77, PAGE(S) 79-86, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA' 06 so Wof oo sm so' a R 15 fo.2 O ��` Ef cf � •" .. � tlt Z�OJ► O .A n 0 *JM WA RodAw Oft Chad Oaf Cy 4SS2' So400' SS3'3�' N73DC4TE 4451 C2 2Q7' 46Q.OQ• 077Y4' f17S'42'SS'E ZDr s.,�� �l►s- C3 tOb35 539OC 4f'ItSf' S7o7lCfo'M iomi to57 6i '34.44' S30 OC 5WW LS73WWW SC42' law /•/• to /• ADDRESS: 678g WAGM MAIL STREET ZEFgjyRHj" FLORIDA 33541 FOR THE BENEFIT AND EXCLUSIVE USE V.C.O DHI nnE of FLORIDA. INC. DM MORTGAGE COMPANY LTD. EU7-#S H AM SiAMONS OW RMMJC NAnONAL IM E aRNOM-Al"J LEGEND: Owo un OW rgt•,�a's NOTES.' .� foils WL AM WW 1_ALL 0WCTIONS AND OISTANM HAVE BEEN FM —— naff�W�WAYUK A W fM3 .►.wtirdG7TYfyFS IMVE 1M NoM ON N1TYyi 0 �I�IM RW AM CM I HEREBY CERTIFY THAT I HAVE REVIEWED General Notes HOT DIPPED GALVANIZED. THIS PLAN AND FOUND IT TO BE IN S.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, A.CONCRETE&FOUNDATION DESIGN: BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR. &FBC 6TH EDITION 1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6.LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE 5.IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL PSI MINIMUM. PROVIDED WITH PILOT"HOLES HAVING A DIAMETER NOT HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF ENSURE BONDING AGENT IS USED FIRST. MINIMUM,3 1/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 6. SCREENING MATERIAL SHALL BE 18X14X0.013 OR 3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED Q CIRCUMSTANCES BY DRIVING WITH A HAMMER. OTHERWISE. �� ,, , IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN a, .� J 4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S , 5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY ,, 60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 BE APPLIED IN CONDITIONS ACCEPTABLE TO g 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. GRADE#5 OR BETTER ZINC PLATED. 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR SCREEN ROOM AND CONCRETE + F x v g 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 FOLLOWING: 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES OPC(PORTLAND CEMENT TYPE I,-ASTM C 150). FOR USE WITH ACQ PRESSURE TREATED WOOD,OR DESIGN DATA: AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN OTHERWISE NOTED ON PLANS. 4 1. ULTIMATE DESIGN WIND SPEED Volt,(3 SECOND GUST): 130 MPH $ 'a 3/4". 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. NOMINAL DESIGN WIND SPEED Vasd: 110 MPH AIR ENTRAINING+/-1%-ASTM C 260. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS 2. RISK CATEGORY: I PROFESSIONAL EII'JGINEER SEAL WATER REDUCING AGENT-ASTM C 494. G-185. 3. WIND EXPOSURE: B CLEAN POTABLE WATER. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL 4. INTERNAL COEFFICIENT: +/-0.0 ENGINEER OF RECORD OTHER ADMIXTURES SHALL NOT BE PERMITTED. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" 5. WIND LOADS: 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. UNLESS NOTED OTHER WISE. SOLID ROOF(MWFRS): 20 PSF David W. Smith P.E. 10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN SCREEN WALLS: 23 PSF FLORIDA LICENSE NUMBER:53608 CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, E.REFERENCE STANDARDS: 6. PROPOSED 4"CONCRETE SLAB,2500 PSI CONCRETE W/6"X6"-#10WWM OR 3000 2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM E 119 PSI FIBERMESH AND FOOTER SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR LI RECOMMENDATIONS. Thomas L. Hanson P.E. ASTM E 1300 THE PROPOSED STRUCTURE. 11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, FLORIDA LICENSE NUMBER:38654 CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASCE 7-10 7. SOLID ROOF TYPE: 3"X.024 COMPOSITE PANEL FL#7561 OR EQUIV. VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, AAA STM C44,AND SPEC.FOR ALUMINUM PART 1-A,&1-B LI Myron Max Neal P.E SPALLING OR OTHER DETERIORATION. ASTM C150 FLORIDA LICENSE NUMBER:86663 ASTM C33 B.MASONRY: I.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C494 ASTM C49 Joel Falardeau P.E. HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM A615 FLORIDA LICENSE NUMBER:70667 TYPE M OR S MORTAR ASTM A185 2.ALL MORTAR SHALL BE OF TYPE M OR S. FLORIDA BUILDING CODE (CHAPTERS 16,20 AND 23) Erik Stuart P.E. 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE 6TH EDITION ALUMINUM STRUCTURAL MEMBERS FLORIDA LICENSE NUMBER:77605 MAXIMUM COARSE AGGREGATE SIZE OF 3/8". CURRENT ALUMINUM DESIGN MANUAL 4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING HOLLOW SECTIONS REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN F.ABBREVIATIONS: HEIGHT. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED 2x2:---------------------------------------2"x 2"x 0.044" TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT 3 x 2:---------------------------------------3"x 2"x 0.050" TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. 2 x 3:---------------------------------------2"x 3"x 0.050" FBC Plans &Engineering C.ALUMINUM: g g 1.TYP--TYPICAL 2 x 3:---------------------------------------2"x 3"x 0.070" 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE ALL WORK SHALL+,C 2.SIM--SIMILAR MINIMUM REQUIREMENTS OF 6005-TS FOR ALLOY WITH A 2 x 4:---------------------------------------2"x 4"x 0.050" Y TH�RE�te-1�LlIV( Services,Inc. ; 6272 Abbott Station Drive Unit 101 MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 3.UON--UNLESS OTHERWISE NOTED Y 2 x 5:---------------------------------------2"x 5"x 0.050" CODES FLORIDA BUILDING CODE, Zephyrhills,rhills,fl.33542 NATIONAL ELECTRIC CODE, 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 4.CONT--CONTINUOUS 5.VIF--VERIFY IN FIELD 0.024"SHALL APPLY. A Phone:(813)788-5314 .AND THE CITY OF ZEPHYRHILLS Fax:1-(866)-824-7894 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- G.RESPONSIBILITY: OPEN BACK SECTIONS SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 1 x 2:----------------------------------------1"x 2"x 0.040" ORDINANCES STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 1 x 3:----------------------------------------1"x 3"x 0.045" Website:www.fbcplans.com ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE CODES,LOCAL ORDINANCES,ETC. FACTOR DESIGN"OF THE CURRENT ALUMINUM DESIGN 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, SNAP SECTIONS MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN iA�ttt'l^ DRAWN BY: SB INC.WASHINGTOND.C.THE FLORA BUILDING CODE 6TH DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD 2 x 2 Snap:----------------------------------2"x 2"x 0.045" REVIEvv�n� A-1-G D - 2 4 2020 EDITION(CHAPTER 16 STRUCTURAL.DESIGN&CHAPTER 20 CONDITIONS. 2 x 3 Snap: 2"x 3"x 0.050" DATE:8/4/2020 ALUMINUM). 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE CITY OF ZEPHYRH IL 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 2 x 4 Snap: Z"x 4"x 0.045" REVISION: DATE: SUNROOM'ROOMADDITIONELEMENTSASPROVIDEDBYTHE PLAN EXAMINER PRESSURE TREATED LUMBER PROVIDE DIELECTRIC CONTRACTOR. SEPARATION. 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED SELF MATING (SMB) RU 1 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS ON INFORMATION PROVIDED BY THE CONTRACTOR AND 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100" THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF MANUFACTURER. R USING#12 SPACING MAY BE 24"ON CENTER. x 5 SMB: 2"x 5"x 0.050"x 0.118" 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120" RO 3 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY LICENSED P.E.P. IN ACCORDANCE WITH STANDARD SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120" RO 4 ENGINEERING PRACTICES. "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224" SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS H.MISCELLANEOUS: 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224" PROJECT ADDRESS: VISIBLE WHEN PANEL IS INSTALLED. 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374" D.FASTENERS: 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME 300 18-8,WITH STANDARD FLAT WASHER UNLESS WITHOUT A MANUFACTURER'S HOST BEAM. UNITS BUILT PRIOR SIMMONS MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE TO 1994 REQUIRE A SEPARATE ENGINEERED 4TH WALL 6788 WAGON TRAIL ST. WITH ACQ PRESSURE TREATED WOOD. SUPPORT,SO THAT NO ADDITIONAL LOADING IS PLACED 2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD ON THE MANUFACTURED HOME. ZEPHYRHILLS FL FLAT WASHERS AND NUTS. 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE 4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE R 4501.17 IN ITS ENTIRETY. CONTRACTOR: 3.EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL PATRIOT SCREENS INC. NOTES I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, &FBC 6TH EDITION ew d V \ r PROFESSIONA.LENGINEERSEAL ZC(J/ç \\ ENGINEER OF RECORD �r David W. Smith P.E. ��� FLORIDA LICENSE NUMBER:53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER:38654 ` , 01 ` Myron Max Neal P.E FLORIDA LICENSE NUMBER:86663 1111 ii// �"' Joel Falardeau P.E.___ I __ E FLORIDA LICENSE NUMBER:70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER:7760S FBC Plans &Engineering Services, Inc. 6272 Abbott Station.Drive Unit 101 Zephyrhills,fl.33542 Phone:(813)788-5314 Fax:1-(866)-824-7894 Website:www.fbcplans.com C.O.A.-#29054 DRAWN BY: SB 4 DATE: 8/4/2020 REVISION: DATE: RO 1 p.g RO 2 R03 R04 PROJECT ADDRESS: ao�i i SIMMONS 6788 WAGON TRAIL ST. ZEPHYRHILLS FL CONTRACTOR: PATRIOT SCREENS INC. PATIO COVER DETAILS 3"ALUM.HEADER -- I HEREBY CERTIFY THAT I HAVE REVIEWED .060 MIN. THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, FASTEN 1X2X.044"TO ALUM.UPRIGHT &FBC 6TH EDITION #10 SMS @ 8"O.C.FOR \ [ COMPOSITE PANEL I W/#12X1}"SMS WITHIN 3"FROM ENDS&@ .C. 3"COMPOSITE PANEL ROOF #10FA ET KS WITH EN COMPOSITE-1/4 0 NEOPRENNE WAS ERS I 1210X2"OPEN BACK ,,\-"P' A 3"X 48"COMPOSITE PANEL 1 @ 8 O.C.PER PANEL(USE SCREW LENGH EQUAL .e a TO COMPOSITE PANEL THICKNESS PLUS 1"MIN.) I ea^�4 E/ Q I ^l Y 0 wW6 .8 d • I ' ° OF• • a ( ALUM.POST PER PLAN HRU BOLTS,WASHERS #10 SMS @ 8"O.C. 4 3/8"T , 2X8 SMB PER PLAN FOR COMPOSITE PANEL I a ' ( ) � •aa AND NUTS,CORROSION RESISTANT, 4 TYPICAL ALUMINUM POST PER PLAN 1"X2"OPEN BACK (1)1/4"X 2 1/2"MASONRY ANCHOR 24"O.C(2)ROWS STAGGERED - -- INTOHEADERORCHANNELTOHOST COMPOSITE ROOF, POST AND BEAM CONNECTION (2)#10x1-1/2"SMS MIN PROFESSIONALENGI'NEERSEAL (2")MINIMUM IMBEDMENT THRU SCREW BOSS OF ENGINEER OF RECORD 1"X2"OPEN BACK COMPOSITE PANEL ROOF TO BLOCK WALL CONNECTION DETAILS David W. Smith P.E. OPEN BACK TO ALUMINUM POST DETAIL FLORIDA LICENSE NUMBER:53608 UPRIGHT 1/40 SECONDARY ANGLE MIN Thomas L. Hanson P.E. Concrete Screw 0.125"THICK(NOT FLORIDA LICENSE NUMBER:38654 Column Anchor (SEE NOTES)#10 X 3/4"SMS REQUIRED FOR 2X3 Size FASTENING SECONDARY B Min.Spa ANGLE TO COLUMN(TY MEMBER) 2x3 0 0" EACH SIDE) EDGE BEAM PER PLAN Myron Max Neal P.E 2x4 1 3" PRIMARY 2"PRIMARY2"X2" EXISTING MASONRY 2X ALUM. X 0.125"ANGLE FLORIDA LICENSE NUMBER:86663 WALL GROUTED (B)-3/8"0 CONCRETE SCREW (2)#10 X 3/4"SMS FASTENING ANCHOR INTO SOLID ANGLE TYP EACHSECONDARY(SEECOLUMN TO PRIMARY ANGLE 0 O @ CONNECTION cSIDE) 0N ( SIDE) Joel Falardeau P.E. TABLE) O TYP EACH 2X ALUM.UPRI HT 3/8"0 0 1"X 2"BASE MEMBER 10O PER PLAN FLORIDA LICENSE NUMBER:70667 Concrete Screw 1/4"0X2-1/2"(TYP EACH SIDE) DOOR Column Anchor ANCHORSPA .t (1)-3/8"0 CONCRETE SCREW MASONRY SCREW 3"FROM Erik Stuart P.E. Size B Min.Spa (MIN)(TYP)(SEE TABLE) END&@ 24"O.C. d ANCHOR INTO PRIMARY z"x_END BEAM FLORIDA LICENSE NUMBER:77605 2x5 1 3" ANGLE AND @1/40 CONCRETE (SEE SHEET S-2 FOR SIZE) J 2x6 1 4" 3"(MIN) SCREW ANCHOR @ 2x7 1 5" 24"O.C.BETWEEN COLUMNS 2"x 2"x 1/B"x BEAM DEPTH" 2x8 2 3" NOTES: (TYP EACH SIDE) RECEIVING CHANNEL FBC Plans &En ineerin 2X9 2 4 1.NUMBER OF ANCHORS"B"IS EACH SIDE INTO THE SECONDARY ANGLE AND DOES NOT INCLUDE THE ANCHOR W/(1)1/4"x 3"CONCRETE 1"X2"OPEN BACK g g 2xlO 2 4.5" ANCHOR INTO WALL& Services,Inc. INTO THE 1X2. (4)#10 x 3/4"SMS EACH 1X ALUM.OPEN BACK 2.MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING SHALL BE 2-3/4"AT AT ALL UPRIGHT SIDE INTO BEAM 6272 Abbott Station Drive Unit 101 LOCATIONS.ALL SCREW LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR REQUIRED NOTE:WHEN ATTACHING TO WOOD STRUCTURES,WOOD LAG SCREW Zephyrhills,fl.33542 EMBEDMENT INTO CONCRETE FOOTING WHEN A PAVER DECK IS PRESENT. ANCHOR DESIGNS SHALL BE OF IDENTICAL SIZE AND EMBEDMENTAS THAT TYPICAL SCREEN DOOR CONNECTION DETAIL Phone:(813)788-5314 3.CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON FASTENERS APPROVED ON THE S-1 NOTES PAGE. OF MASONRY ANCHOR SCREWS. SCALE:NTS Fax:1-(866)-824-7894 4.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE CONNECTIONS AS 2X4 SHOWN IN TABLE. NOTES: Email:erb@fbcplans.com 5. FOR A 2X4 POST:FOLLOW FASTENING DETAIL ABOVE USING(2) 1. HINGES SHALL BE ATTACHED TO STRUCTURE W/(3)#10 x 3/4"SMS MINIMUM. Website:www.fbcplans.com 2"X2"X2"X.125 ANGLE CLIPS ON EACH SIDE.USE(2)#12X3/4"SMS END BEAM TO HOST STRUCTURE DETAIL 2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(3)HINGES MINIMUM. p FASTENING COLUMN TO ANGLE CLIP(TYP @ EACH ANGLE CLIP) SCALE:NTS 3. HINGES SHALL BE ATTACHED TO DOOR WITH(3)#10 x 3/4"SMS. FASTEN A C.O.A.-#29054 DRAWN BY:SB (4 TOTAL SCREWS ON EACH SIDE OF POST) 1"x 2"x 0.044"TO UPRIGHT W/#12 x 1-1/2"SMS @ 12"O.C.AND WITHIN 3"FROM POST OR SMB CONCRETE BASE CONNECTION END OF THE UPRIGHT. DATE: 8/4/2020 (NOTE:CONNECTION SHALL BE USED FOR TOP&BOTTOM WHEN APPLICABLE) REVISION: COLUMN OR POST CONCRETE BASE OR LEDGER CONNECTION SCALE:N.T. RO 1 RO 2 (2)-3/8"0 MACHINE BOLTS WITH WASHERS RO3 OR(4)#14X 3/4"SMS SQUARE POST EA.SIDE PER PLAN OPTION#1 I RO 4 (4)#1O x1)/"1%"SMS I I 4" 3OOO PSI CONCRETE SLAB WITH 6"X6" #10/10 WWM INTO SCREW BOSSES I I OPTION#2 GRADE (OR FIBERMESH) OVER CLEAN, COMPACTED SOIL. 1 GA.INTERNAL ALUM.BASE,PREDRILL VERT.FLANGES I I BASED ON MIN. SOIL BEARING CAPACITY OF 15OO PSF PROJECT ADDRESS: (4) 3/8"CONCRETE SCREWS(INTERNAL) f \: n SIMMONS W/2-3/4"EMBEDMENT,3"MIN.EDGE DISTANCE --- -- I ------ __ 2"X2"OR 2'X3" I 0.060"ALUMINUM INTERNAL (1)#5 REBAR CONTINUOUS W/ 25" 6788 WAGON TRAIL ST. NOTE:MINIMUM EMBEDMENT OF MEMBER OR EXTERNAL RECEIVING 8 OVERLAP AT ALL JOINTS ON 3" ANCHORS INTO CONCRETE FOOTING SHALL OPTION#3 I CHANNEL W/(4)#10 X 3/4" ZEPHYRHILLS FL INTO INTO BEAM OR CHAIRS +ii \\ I44 BE 2-3/4"AT ALL POST LOCATIONS.ALL ANGLE CLIPS w/(2 G SCREW LENGTHS AT POST CONNECTIONS 0.060" ) I I UPRIGHT.(2)#1OX 3/4"EA. TYPE II MONOLITHIC SLAB SHALL BE OF SUFFICIENT LENGTH FOR #10x3/4"SMS EA LEG) LEG INTO GIRT OR PURLIN REQUIRED EMBEDMENT INTO CONCRETE TOP AND BOTTOM MODERATE SLOPE FTG CONTRACTOR: FOOTING WHEN A PAVER DECK IS PRESENT. II SLOPE:2":12"-3":12" NOTE:CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON TITEN HD 1/2"0 SCREW '' ' '"'' UPRIGHT OR BEAM-SNAP TYPE I I MONOLITHIC SLAB/ FOOTING PATRIOT SCREENS INC. ANCHORS,OTHER SIZE OR TYPE OF ANCHORS SHALL NOT BE USED. 22 GA.KICKPLATE INSTALLED W/ OR SELF MATING OR HOLLOW #10/3/4"@ 12"O.C. SCREEN ROOM POST CONNECTION TO CONCRETE DETAIL (TOP OR BOTTOM) OPTION2:VINYL SIDING CHAIR RAIL&GIRT CONNECTIONS DETAILS