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HomeMy WebLinkAbout20-728 D ( 1181Ofi s` City of Zephyrhills PERMIT NUMBER, - u, 5335 Eighth Street Zephyrhills, FL 33542 BAR-000728-2020 .:' Phone: (813)780-0020 s ,'F Fax: (813)780-0021 Issue Date: 10/01/2020 Permit Type: Add/Alter (Residential) Property Number Street Address 04 26 21 0030 OOD00 0080 6462 Brentwood Dr Owner Information Permit Information Contractor Information Name: MICHAEL CREWS Permit Type:Add/Alter(Residential) Contractor:TRUE ALUMINUM INC Class of Work:Add/Alter Residential Address: 6462 Brentwood Dr Building Valuation:$3,500.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00 Phone: Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 .� Total Valuations$3,500.00 Total Fees:$86.25 l� Amount Paid:$86.25 Date Paid:10/1/2020 12:31:15PM Project Description CONSTRUCT SCRN ROOM W/INSULATED ROOF ON EXIST SLAB 182 SQ FT Application Fees Building Plan Review Fee $28.75 Building Permit Fee $57.50 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 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 663 ) — 703� Phone Contact for Permitting Owner's Name 0.fi� Owner Phone Number Owner's Address arev\kwood Or Owner Phone Number Fee Simple Titleholder Name I Owner Phone Number Fee Simple Titleholder Address I ,,_1 JOB ADDRESS b2 .lglif wo0a DY LOT# � SUBDIVISION PARCELID# b —U- O TWO —0000O"090Q0 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR e ADD/ALT SIGN 0 0 DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM _ OTHER OZVV\ TYPE OF CONSTRUCTION Q BLOCK Q FRAME (/��0` ,`STEEL 0 I r DESCRIPTION OF WORK r�([`, ',v\sVv_{(A � oot- �)W tW, y O sill{1 v CL BUILDING SIZE 1 h SQ FOOTAGE h HEIGHT BUILDING $ !!S0O VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ J AMP SERVICE PROGRESS ENERGY Q W.R.E.C. PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION CIF 1 =GAS Q ROOFING Q SPECIALTY = OTHER /\ FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO V BUILDER COMPANY REGISTERED ERED Y/N FEE CURREN Address License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address I License# PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Address License# MECHANICAL - COMPANY SIGNATURE EGISTERED I Y/N I FEE CURREN Y/N A ss License# OTHER —. ^•' OMPANY �w2 TCtLAAA•kQVV\ SIGNATURE _- s 1 REGISTERED Y/N FEE CURREN /', Y/N Addres G � ` License# RIA31(Sk [![[ [[[[ i[[[[[[[[[[ [[[[[[![[[[[[ [[[[[laws[[[[ ![[[[[[[[[[[[salami RESIDE TIAL 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,Stornwater 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) Rercofs 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 contractor(s)sign portions of the"contractor Block"of this application for which they will be responsible.If you,as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended.The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting.It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release.If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance.Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended):If valuation of work is$2,500.00 or more,I certify that I,the applicant, have been provided with a copy of the"Florida Construction Lien Law—Homeowners 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 COMMENCEMEMY AY RES IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINANCING, ONSULT WITH Y kt——W­ A-'rr%RNEY BEFORE RECORDING YOUR NOTICE FLORIDA JURAT(F.S.117 OWNER OR AGENT CONTRACTO Subscribed and swo me efore me this Subscribe and savor r affir efore me this by Who is/are pers ally known to me or has/have produced Who is/Lre_pet9bnaIIy known to me or has/have produced as identification. ? as identification. t Notary Public Notary Public Commission No. Commission No. n Name of Notary typed,prints or stampsName of Notary typed,printed or starnFmd E EMILY SIKES �� Notary Public-State of Florida��e` Commission#GG'327631. My Comm.Expires Apr 24,2023 Bonded through National Notary Assn. __ j i i I ' , t i i I , : ; I I I : r • I I 1 ; , ! 1 I , { ! I , t l i 1 , : I - . r , I I : !, ! r i I i � I , I ! I I I t r - I I- 5v_ 1 I I I10I , i I i ; I ; i - , _ `gyy'7�Yh 1 I I I r i ! : I �f� - - -------'--1 - i 7 ; I 4 � i - I I i i • _ , I I I • j I r r I i + I 1 i • i f , r { r E i t i__ I , I , t j ' � � i i i j ' � i i � .I.. I 1 I I j i ' I i ; l • I. .i ..f. .I i 1 I I i i. , , r i City of Z,ephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: fi JL) -M t 11u6vl Date Received: h-0 Site: Y 6 V-ftr) vuo C�C/ 0 --, 1) - ye ch room o v, e-x�' Permit Type: Approved w/no comments: Approved w/the below comments: O Denied w/the below continents: 0 This commen Sh s be ke t w'ththe permit and/or plans. SEP Z 8 2020 Bill&'g-eVBuiIdjfffficiaI Date Contractor and/or Homeowner (Required when comments are present) INSTR#2020162435 OR aK 10186 PG 3891 Page 1 of 1 0013012020 01:13 PM Rept:2209745 Reo:10.00 DS:0.00 IT.0.00 NIIdd AlvarezSowles,Esq.,Pasco County Clerk&Comptroller Panti MD 7 Pal to No NOTICE OF COMMOWMAENT Sbfe d Corrwy d THE UNDERSIGNED twueby ytws"ww vw Intprovemwd wM be made b owlet real pmpwly,and In atembnce WBh Chop*713,Fbft Sb&fts, ttw,t+ooeab+a tnbimaeon to proMded b ft t." a r 1. Dee*"W d Propwt}t Pwgt IdeMtAoi6on No '"' ;D"" Q" O SbesM Addterp v"W 3 3 54 2 Dvaler IMwrnr�tien ar lease@ tnfwngtbn Y 6n Laemee rznberted forrie WtpravernwrC jy.>L�1rR told.. 12 '2OwI�k� Je� �- trderostbiP�epwtyt �—�Jl.!��, � Name aFaa ts`Atepl.7tkhdAw: +�`y� QfdflkwsntAamOeaww Mad Owe) 4. Cenbaetor:L1�4�' JQ 44l.& 3 CRY Sb1e Addtq� aep,« 0 CRY smte Cantaotofa T No: . ti. Swraty' Hama Ad*M MY abet Arepaadeoewl:>F TsApl+wrNa' 6 I.erder. Nerve Addrwa MY finis LeMefa Twieo"No.: 7. pmom vam the stria or Fim dwtgmw by ow owner opm rdtian notbm or ODW do wwft may be ameved as proMdad by Sedon 713.13Ms)(7),FTodda SWkiMw Nwo AddM a CRY State Tebpft"Number d Dedg uW Parawr tt Inaditmtohknestf,thean nwdaab%Aw of" to reoalrs a copy d Mm UWmes RWM e.9 p DW&d Mt Seotbn 713.13(1)bt FWAa Sla MM Tdao wre Nsebw d Penw or Fury De OwOd by oyster: B, Bphdm date of Nwke of Commww:wmd(fhe wobadon data may rwtf be before ffie or m*6an of embVdion mat ftad pffpwo to rite ambwda.but MA be one yew tom the deb d recm*v wha o df►meM dab M vwoMed$ pWA�RtNNO TO OYYtd:Tb ANY PAYMENTS MADE 9Y THE t7MUNER AFTER Tiff?E?<pIRltTi!t?bt OF THE HN�OTICE OF CG�ARJF.tiCHJFNT' RESULT�IN�YIAY�TWICE f-0R �O�VEti�NT8T0 �Y14�RPPROPERAN1 O�CiF C�EMENI'M�tJ.4T BE RECORDED Aft POSTED UMI THE JO8 BITE 6EFORE THE FIRST W6PECTtfNL,tF YOU INTEND TO OBTAIN FgiANCUH3 CONSULT WRH YOUR LEND92OR AN ATTORNEY 6EFORE COINfA:TICING wORKORREiAR01NGYOUR NOTICE OF COMMENCEMENT. b�datiis�e thed i tniva eaadihe twagokpnottee d�+�w[mnoetnentend 6att M+aiSrAs abtad therein a+m tn+e btha tbst STATE OFFLONDA �� �� COUNTYOFPA$CO Iwr"1>•'w' i { ir: rs�vleesee wOwmeorLmsedeAiMxvtwid !?y�I �rmcbrlPa�twelMamper k ,,.•� StStmtorys Tidsto�oeyy1�e tL��..,1J /' ..�r ry TMa tgttpotg taeL anent caal eGatwrlodgad batere rmlhlsa!�Y to ,40 by w.c �_,_ "iA.7tSa�"'=�y. ••`? {�rpe�Pfw�tltorMS.nS.��ger,inrlee,albmeylnfaet)tcr u��.� �� 3(rld0e' ptptr on dwtiawn was OXXU JL c `3 PatwtratbK�wrim0!?&�nedWaMefc�ort�.......» .. Hat�Y Type dtdeaffloa6on Preduaad �a.J t_ .ltleme{Prhtt} «",'` �A a.;, wpdatalbca/ General Notes 2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED till A.CONCRETE&FOUNDATION DESIGN: FLAT WASHERS AND NUTS. HOME. I. H,4 ��/d► 3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE ,� ��' s 1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 +' •• •.••• TAPCON,REDHEAD,DYNABOLT,PORTECT OR APPROVED ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING Q • G EN S •• O PSI MINIMUM. EQUAL. BARRIER REQT`_REMENTS OF THE FBC 6th EDITION R 4501.17 IN ® �` •• 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI 4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE ITS ENTIRETY. l� MINIMUM,3 1/2"NOMINAL THICKNESS. HOT DIPPED GALVANIZED. 3.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY . : 3. FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X CONTRACTOR. aj t APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). 4.IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL .a • + IN LIEU OF WELDED WIRE MESH 6.LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, s + OF � ` GRAD E ALL SLABS ON SHALL BE 4"THICK WITH FIBERMESH. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT ENSURE BONDING AGENT IS USED FIRST AND ADHERED WITH 5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF MINIMUM 3000 PSI GROUT. /C� \O + 60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 5. SCREENING MATERIAL SHALL BE 18X14X0.013 OR •• DR •• 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED �j'���+••••+•j°'•a0 �� BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. CIRCUMSTANCES BY DRIVING WITH A HAMMER. ON DRAWING S-2, 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN Pe VEER SEAL 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S FOLLOWING: REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY ENGINEER OF RECORD: OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). BE APPLIED IN CONDITIONS ACCEPTABLE TO AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN MANUFACTURER.FASTENERS SHALL BE A MINIMUM OF SAE David W. Smith P.E. 3/4". GRADE#5 OR BETTER ZINC PLATED. FLORIDA LICENSE:53608 AIR ENTRAINING+/-1%-ASTM C 260. 8. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR DESIGN DATA: WATER REDUCING AGENT-ASTM C 494. PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH Thomas L. Hanson P.E CLEAN POTABLE WATER. 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES NOMINAL DESIGN WIND SPEED Vasd: 101 MPH FLORIDA LICENSE:38654 OTHER ADMIXTURES SHALL NOT BE PERMITTED. FOR USE WITH ACQ PRESSURE TREATED WOOD,OR 2. RISK CATEGORY: 1 9. METAL WELDED WI E SHALL CONFORM TO ASTM A 185. OTHERWISE NOTED ON PLANS. 3. WIND EXPOSURE: C Myron Max Neal P.E. 10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. 4. WIND LOADS: FLORIDA LICENSE:86663 CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, 10. ALL CONNECTORS SHALL COMPLY WITH ASTM A653 SCREEN ROOF: N/A 2,&3 ALONG WITH HOT WEATHER CONDITIONS CLASS G-185. SCREEN WALLS: 32 PSF Joel Falardeau P.E. RECOMMENDATIONS. II.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SOLID ROOF(SCREEN WALL): 27 PSF FLORIDA LICENSE:70667 11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, SHALL BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, UNLESS NOTED OTHER WISE. Erik Stuart P.E. VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, 5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013 SPALLING OR OTHER DETERIORATION. E.REFERENCE STANDARDS: OR EQUIVALENT DENSITY SCREEN MESH: 0.88 FLORIDA LICENSE:77605 ASTM E 119 6. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6 B.MASONRY: ASTM E 1300 7. LIVE LOAD: FBC Plans &Engineering 1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD CURRENT ASCE 7 300 lb.VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS. HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON CURRENT ALUMINUM DESIGN MANUAL-AA ASM35,AND SPEC. 200 lb.VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS. Services, Inc. TYPE M OR S MORTAR. FOR ALUMINUM PART 1-A,&1-B 10 PSF VERTICAL DOWNLOAD ON SOLID ROOF. 6272 Abbott Station Dr.Unit 101 2.ALL MORTAR SHALL BE OF TYPE M OR S. ASTM C94 8. EXISTING SLAB AND FOOTING MEETS THE REQUIREMENTS TO RESIST THE UPLOADS Zephyrhills,FL 33542 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE ASTM C150 FOR THE PROPOSED STRUCTURE. Ph#(813)788-5314 MAXIMUM COARSE AGGREGATE SIZE OF 3/8". ASTM C33 9. SCREEN ROOF TYPE: N/A 4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING ASTM C260 10. SOLID ROOF TYPE: 3"X48"X0.024"ELITE EPS COMPOSITE PANEL ROOF 11b FOAM Fax#1-(866)824-7894 REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN ASTM C494 DENSITY FLORIDA PRODUCT APPROVAL,FL 7561-R4. E-mail-erb@fbcplans.com HEIGHT. ASTM A615 Website-www.fbcplans.com ASTM A185 C.O.A.-#29054 C.ALUMINUM: FLORIDA BUILDING CODE 6th EDITION (CHAPTERS 16,20&23). I. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE ALUMINUM STRUCTURAL MEMBERS MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. F.ABBREVIATIONS: DATE: 08/31/2020 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED HOLLOW SECTIONS DRAWN BY:ST 0.024"SHALL APPLY. TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART I-A- 2 x 2:---------------------------------------2"x 2"x 0.044" TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. VISION: DATE: SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE 2 x 3:---------------------------------------2"x 3"x 0.050" I. TYP--TYPICAL VAIL STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR 2 x 4: 2"x 4"x 0.050" Y ii F`I ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE 2.SIM--SIMILAR FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL 3. UON--UNLESS OTHERWISE NOTED 2 x 5:---------------------------------------2"x 5"x 0.050" ALL WORK SHALL COMP'- RO 1 4.CONT--CONTINUOUS 3 x 3:---------------------------------------3"x 3"x 0.125" RO 2 PREPARED BY THE ALUMINUM ASSOCIATION, CODES FLORIDA SUjLOIN CCU INC.WASHINGTON D.C.THE FLORIDA BUILDING CODE 6th NATIONAL ELECTRIC CODE.5.VIF--VERIFY IN FIELD EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 OPEN BACK SECTIONS ALUMINUM). G.RESPONSIBILITY: AND THE CITY OF ZEPHYRHILL R 3 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 1 x 2:-----------------------------------------1"x 2"x 0.040" ORDINANCES ROO 4 PRESSURE TREATED LUMBER PROVIDE DIELECTRIC CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 1 x 3:----------------------------------------1"x 3"x0.045" ob# 2 0_0831_493 SEPARATION. CODES,LOCAL ORDINANCES,ETC. 1 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, SNAP SECTIONS PROJECT ADDRESS: THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN USING#12 SPACING MAY BE 24"ON CENTER. DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD 2 x 2 SMS:----------------------------------2"x 2"x 0.045" CREWS 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY CONDITIONS. 2 x 3 SMS:---------------------------------2"x 3"x 0.072" P 2 8 20 9462 BRENTWOOD DR 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE EPH YRHI LLS, FL 33542 SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING 2 x 4 SMS: 2"x 4"x 0.045" SE "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE 3 x 3 SMS:---------------------------------3"x 3"x 0.090" SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS CONTRACTOR. REVIEW DATE VISIBLE WHEN PANEL IS INSTALLED. 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED 7. 1"3 "X0.045"NON-STRUCTURAL MEMBERS SHALL BE ON INFORMATION PROVIDED BY THE CONTRACTOR AND SELF MATING (SMB) CITY OF ZEPHYRHI CONTRACTOR: ATTACHED TO HOST WITH 1/4"0 X 1-3/4"EMBEDMENT&24" MANUFACTURER. 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100" PLAN EXAMINER O.C.MASONRY SCREW FOR CONCRETE&EQUIVALENT SIZE 5. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A 2 x 5 SMB:----------------------- 2"x 5"x 0.050"x 0.118" TRUE ALUMINUM WOOD SCREW WHEN IN WOOD&#10X 1/2"EMBEDMENT SMS LICENSED P.E.IN ACCORDANCE WITH STANDARD OR TEK SCREWS IN ALUMINUM MEMBERS TYPICAL. ENGINEERING PRACTICES. 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120" 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120" D.FASTENERS: H.MISCELLANEOUS: 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224" 1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 1 ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224" 300 18-8,WITH STANDARD FLAT WASHER UNLESS MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME.IF 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374" MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE THE EXISTING STRUCTURE IS ONE OF THESE,A SEPARATE 4TH NOTES WITH ACQ PRESSURE TREATED WOOD. WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO TUBE SECTIONS 2 x 2:---------------------------------------2"x 2"x 0.090" S- 1 I d� 5��iHA1°i : 4 1x2 ATTACH TO WALL ,��:• FCOR©P•;��<v� 1 Ci l:'J II II pl SIONALA��� I:`Q ���' I II II ER SEAL :: I I I II ENGINEER0F RECORD: Q ��:..W I I IK > Q David W. Smith P.E. LIJ I I I 11 FLORIDA LICENSE:53608 II I�'z I I -_ -I - Thomas L. Hanson P.E � ►�: �'��• I II o •. ii II I- FLORIDA LICENSE:38654 I;. I III II o Myron Max Neal P.E. I. m I ^ O mll II 3 COMPOSITE W FLORIDA LICENSE:86663 I:::; . 2x4 II,�, mll PANEL ROOF Joel Falardeau P.E. I;'Z:• : 0I I •' LIJ UII SCREEN ROOM Q FLORIDA LICENSE:70667 LO Erik Stuart P.E. ''' r7 I NI I (nil FLORIDA LICENSE:77605 N:= • X xlI III o I:.; NI I cvl I FBC Plans&Engineering z N I I I II Services, Inc. ' X I 1 I II 6272 Abbott Station Dr.Unit 101 G , ;. I I II Zephyrhills,FL 33542 • I I I I Ph#(813)788 5314 JFax#1-(866)824-7894 II --2x3lIEND BM E-mail-erb@fbcplans.com LZLJ_I 1 �______----� __________ Websitewww.Ibcplans.com I C.O.A.-#29054 L----J _ 13 -0" ' " DATE: 08/31/2020 1 4 - 0 DRAWN BY:ST REVISION: DATE: 0 T2k RO 1 ' rp RO 2 (� 2x3 t R03 RO4 Job# 20_0831_493 O U) X N PROJECT ADDRESS: rr) X CREWS X X 6462 BRENTWOOD DR ZEPHYRHILLS, FL 33542 1 X2 t CONTRACTOR: XISTI,NG CONC . KNEEWALL; TRUE ALUMINUM 6 ' - 6 " ,k 7 ' - l " __________ FLOOR PLAN S- 2 SECONDARY ANGLE ••'•N••••DSO e,ep OPTION#3 MOUNT RECEIVING CHANNEL (MIN 0.125"THICK) ' O ••��G�N`SE 2"X 3",2"x4"Or ANGLE&FASTENERS DIRECTLY TO FASCIA WITH(2)1/4"X 2"LAGS "" • ALUMINUM RISER PAN 3"RECEIVING CHANNELREQUIRED W/(2)#12 X 1"SMS @24'O.C.INTO RAFTER TAIL&(1)@ 12"O.C. 2x5 COLUMNw • • �. 2"X3"UPRIGHT • 1-1/4"NEOPRENE WASHER @ • • 16"O.C.TO FACE OF GUTTER • (4)#12 X 3/4"SMS PRIMARY 2"X 2"X ... • #1Z SMS W/1"0 NEO-WASHERS (4)#10 SMS W/3/4" FASTENING SECONDARY 0.125"ANGLE @8"O.C.(USE SCREW LENGTH WASHERS PER 12"PANEL _--------- ------ ANGLE TO COLUMN (2)#12 X 3/4"SMS •• S'CA�E !,(/� EQUAL TO COMPOSITE PANEL (TYP EACH SIDE) FASTENING COLUMN v i• /:l OR�QP•'.`•�' THICKNESS PLUS(1)INCH) -_-_-_-_-_--------------- ' TO PRIMARY ANGLE(TYP P •••o•'•••••••• OPTION#1 ROOF GUTTER FACE (1)-1/4"0 CONCRETE O EACH SIDE) ff�Ir SCREW ANCHOR SEE DETAIL C2 FOR 51fMRL`@-' 8 SEAL ALUMINUM RISER PANS Detail C2 3"RECEIVING CHANNEL W/ INTO SECONDARY ANGL #12 X 4"SMS,1-1/4"NEOPRENE (2J 3/8"X 21/2"MIN. (TYP EACH SIDE) C T'X 2"BASE MEMBER ENGIN; CORD: WASHER @8"8"O.C.PER PANEL LAG SCREWS (MIN.EMBEDMENT 1-3/4") (TYP EACH SIDE) - --- ----------------- David W. Smith P.E. -----'-----------'---- PAVERS(OPTIONAL) FLORIDA LICENSE:53608 1 -----------------------= 8" 2"ANCHOR SPA 2 1 1/4"0 CONCRETE SCREW ANCHOR Thomas L. Hanson P.E / INTO PRIMARY ANGLE AND @ 24" FLORIDA LICENSE:38654 (2)-1/4"0 MACHINE I OPTIONAL 1"X 2"FASTENED (MIN)(TYP) O.C.BETWEEN COLUMNS(TYP EACH BOLTS WITH 3/4" I TO COLUMN WITH(2)#10 X 2" 2"(MIN) SIDE)(MIN.EMBEDMENT=1-3/4") Myron Max Neal P.E. WASHERS THROUGH I SMS INTO SCREW BOSSES (TYP) FLORIDA LICENSE:86663 POST AND EDGE BEAM I AND FASTENED TO EDGE THE HOST STRUCTURE BEAM WITH(1)#10 X 1-1/2" GUTTER BRACKET @ SHALL HAVE AT LEASTA 8"MASONRY OR CONCRETE Joel Falardeau P.E. I SMS WITHIN 6"OF COLUMN BEAM&@ 24"O.C. 2"X4"FASCIA AND ROOF TIE BEAM CONTINUOUS EDGE BEAM I AND @ 12"O.C.MAX TRUSS SY OR SHALL FLORIDA LICENSE:70667 SUPER GUTTER VERIFY CONTRACTORSHALL AL Erik Stuart P.E. POST NOTE: EDGE BEAM(SEE SHEET S-2 FOR SIZE) SHALL SHALL BE ORIENTED IN DIRECTION SHOWN. SMALLER-H ALL BRING SG CONTRACTOR STRUCTURE G 2"x 3",2"X4"OR Z"X5"UPRIGHT TO CONCRETE TIE BEAM W/WO PAVER DETAILS FLORIDA LICENSE:77605 OPTION#2 ROOF ON GUTTER LIP UPTOA2"X4"FASCIA AND S_3 SCALE:NTS ENSURE LESS THAN A 2'-0" OVERHANG. ROOF PANEL TO EDGE BEAM CONNECTION DETAIL S3 OPTION#1 #2&#3 COMPOSITE ROOF TO GUTTER DETAIL FBC Plans &Engineering, S_3 SCALE:NTS S 3 SCALE:NTS Services, Inc. 6272 Abbott Station Dr.Unit 101 Zephyrhills,FL 33542 Ph#(813)788-5314 Fax#1-(866)824-7894 E-mail-erb@fbcplans.com Website-www.Ib cplans.com C.O.A.-#29054 BREAK FORM HEADER OR DATE: 08/31/2020 ECEIVING CHANNEL HINGE LOCATION- EXISTING MASONRY DRAWN BY:ST #10 SMS AT EACH RISER WALL GROUTED OR PAN OR#10 SMS @ SOLID REVISION: DATE: 2"x 2"EXTRUSION B"O.C.FOR COMPOSITE PANEL @ CONNECTION 2"x2"EXTRUSION O O RO 1 4 OLID ROOF O O RO 2 HINGE LOCATION- DOOR 1/4"0 X 2-1/2" MASONRY SCREW 3"FROM RO 3 END&@ 24"D.C. 2"x_END BEAM RO 4 G (SEE SHEET S-2 FOR SIZE) J C 2"x2"x 1/8"x BEAM DEPTH" Job#20_0831_493 d RECEIVING CHANNEL #10 SMS @8"O.C. W/(ANCHOR)1/4"xIVTOWALL& 1"X2"OPEN BACK PROJECT ADDRESS: HINGE LOCATION FOR COMPOSITE PANEL (4)#10 x 3/4"SMS EACH CREWS (4]#10 SCREWS PER 12" SIDE INTO BEAM 6462 BRENTWOOD DR WIDTH CONNECTING NOTE:WHEN ATTACHING TO WOOD STRUCTURES,WOOD LAG SCREW ZEPHYRHILLS, FL 33542 ANCHOR DESIGNS SHALL BE OF IDENTICAL SIZE AND EMBEDMENT AS THAT NOTES: PAN TO HEADER(BOTTOM OF MASONRY ANCHOR SCREWS. 1. HINGES SHALL BE ATTACHED TO STRUCTURE W/(4)#10 x 5/8"SMS MINIMUM. OR BACK OF PAN) 2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2)HINGES MINIMUM. END BEAM TO HOST STRUCTURE DETAIL CONTRACTOR: 3. HINGES SHALL BE ATTACHED TO DOOR WITH(3)#1D x 5/8"SMS. FASTEN A 1/4"X3"MASONRY ANCHORS 24"O.C. SCALE:NTS TRUE ALUMINUM 1"x 2"x 0.044"TO UPRIGHT W/#12 x 1"SMS @ 12"O.C.AND WITHIN 3"FROM (2)ROWS STAGGERED CONNECTING END OF THE UPRIGHT. HEADER OR CHANNEL TO HOST. p ROOF PANEL TO HOST CONNECTION DETAILS TYPICAL SCREEN DOOR CONNECTION DETAIL SCALE:NTS S_ SCALE:NTS DETAILS S- 3 l 4. / (6)-#12 X 3/4"SMS Z� o ••••"'•• ;V4. dr 1"X2"OPEN BACK ATTACHED TO ATTACHING ANGLE TO BEAM . '�\GE NS�c '•,� /// FASTEN ROOF PANEL HOST W/(1)1/40 CONCRETE EACH SIDE[1"MIN. ; TO BEAM W/#12x4"SMS SCREW OR LAG WITHIN 6"OF SPACING) '� • $6 • jL 1-1/4"NEOPRENE BEAM&@ 24"QC.MAX BETWEEN - : �• - WASHER @ 8"O.C. o^ BEAMS s 7t 1• • PERPANEL a �� i • a #10x5/8"TO ATTACH 3"COMPOSITE > F / O ((�� FLASHING TO ROOF ROOF PANEL "O O •• P•i PANEL@12"O.C. .................... A: a` ". PRO ,i EERSEAL R :0 ENGINEE F RECORD 0 B -1/4 O CONCRETE SCREW 0 O David W. Smith P.E. O O .:,tc: . W/2-1/2"EMBEDMENT INTO o } Z,x3.•goso O z1a"xos •.�,. MASONRY ,� FLORIDA LICENSE:53608 ENQ ggPM END BEAM 0 [1-1/2"MIN.SPACING Thomas L. Hanson P.E OR FLORIDA LICENSE:38654 0.0625"ALUMINUM INTERNAL OR (B)-1/4"0 X 2-1/2"LAG SCREWS SLOPED OR FLAT EXTERNAL RECEIVING CHANNEL INTO WOOD[1"MIN SPACING) ROOF BEAM(SEE Myron Max Neal P.E. (3)3/8"THRU BOLTS (TYP 2 LOCATIONS) SHEET S-2 FOR SIZE) FLORIDA LICENSE:86663 WASHERS/NUTS o W/(4)#10x3/4"INTO BEAM OR x UPRIGHT.(2)#12x3/4"EA LEG Joel Falardeau P.E. INTO GURT OR PURLIN,[0.062" BEAM "B" NOTES: 2"X2"X 0.125"ANGLE 2"x7"SMB RIDGE BEAM m ANGLE CLIPS W/(2)#12x3/4" 1.THE MINIMUM EDGE DISTANC EA.SIDE OF BEAM FLORIDA LICENSE:70667 PER PLAN d 2x4 2 SMS EA.LEG) IS 3"FOR MASONRY 2x5 2 STRUCTURES. EXISTING HOST STRUCTURE Erik E Stuart P.E. 3x3x 125 POST FASTEN 1"X OPEN BACK TO ALUMINUM CONCRETE,GROUT FILLED FLORIDA LICENSE:77605 PER PLAN POST WITH#10x1-1/2"TEKS,3"FROM 2x6 2 2.IF A RECEIVING CHANNEL IS TOP AND BOTTOM AND 12"O.C. USED,USE TWICE THE NUMBER CMU OR WOOD) 2x7 3 "B"ANCHORS INTO THE HOST FBC Plans &Engineering COMPOSITE PANELS &3x3 POST TO STRUCTURE.ALL MINIMUM Services, Inc. RIDGE BEAM CONNECTIONS 2x8 3 SPACING SHALL BE APPLICABLE. 6272 Abbott Station Dr.Unit 101 2x9 3 Zephyrhills,FL 33542 2x10 4 A BEAM TO HOST TO CONNECTION DETAIL Ph#(813)788-5314 S-3 SCALE:NTTS Fax#1-[866)824-7894 E-mail-erb@fbcplans.com Website-www.fb cplans.com UPRIGHT C.O.A.-#29054 SECONDARY ANGLE MIN (4)#10 X 3/4"SMS 0.125"THICK(NOT FASTENING SECONDARY REQUIRED FOR 2X3 DATE: 08/31/2020 ANGLE TO COLUMN(TY MEMBER) EACH SIDE) PRIMARY 2"X 2" DRAWN BY:ST 2 0.1 NEO-PRENE - ENE WASHER @8"(B)-CONCRETE SCREW (2)#10 X 3/4"SMS FASTENING @ O.C.(USE COMPOSITE PANEL ROOF REVISION: DATE: ANCHOR INTO SECONDARY COLUMN TO PRIMARY ANGLE SCREW LENGTH EQUAL TO COMPOSITE I RO 1 ANGLE(TYP EACH SIDE)(SEE 0 0 (TYP EACH SIDE) PANEL THICKNESS PLUS 1"MIN.) TABLE) 0 RO 2 O 1"X2 BASE MEMBER (TYP EACH SIDE) - - -_- - - - - RO 3 ANCHORSPA ------------- --- --------- (MIN)(TYP)(SEE TAB. ) (1)- CONCRETE SCREW[SEE ___________ :::::::::: H __________ _ d TABLE)ANCHOR INTO PRIMARY ___ _ _ _ R04 ANGLE AND @ 1 4"0 CONCRETE• / - - - - Job# 20_0831_493 3"(MIN) SCREW ANCHOR @ 24"O.C.BETWEEN COLUMNS PROJECT ADDRESS: NOTES: (TYP EACH SIDE) 2X SMB/PATIO END BEAM PER PLAN 1/4"&3/8"0 1.NUMBER OF ANCHORS"B"IS EACH SIDE INTO THE SECONDARY CREWS Concrete Screw ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2. (4)#10 X 4"INTO SCREW BOSS 6462 BRENTWOOD DR Column Anchor 2.MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING ZEPHYRHILLS, FL 33542 Size SHALL BE 2-3/4"AT AT ALL UPRIGHT LOCATIONS.ALL SCREW B Min.Spa LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT 2X SMB/PATIO UPRIGHT PER PLAN 2x3-1 4" 0 0" LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING 2x4-1/4" 1 3" WHENAPAVERDECKISPRESENT. CONTRACTOR: 2x5-l/4" 1 3" 3.CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON THOSE LISTED 2X6-3 8" 1 4" ON S-1,D.FASTENERS,OTHER BRAND&TYPE SHALL BE APPROVED COMPOSITE PANEL ROOF TO END BEAM TO POST TRUE ALUMINUM 2X7-3/8" 1 5' BY ENGINEE[. 2x8-3/8" 2 3" 4,2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE CONNECTION ALT. DETAIL 2X9-3/8" 2 4" CONNECTIONS AS 2X4 SHOWN IN TABLE. 2x10-3/8" 2 4.5" 5.IF FOR AN IN-FILL,TOP OF COLUMN CONNECTION SIMILAR IF CONCRETE LINTEL.IF WOOD LINTEL SUBSTITUTE 1/4"0 X 3"LAG SCREW FOR 3/8"0 LDT FOR BOTH PRIMARY&SECONDARY ANGLES. 6.2X2X.045 DOOR JAMB MEMBER SHALL CONNECT SIMILAR TO 2X3 DETAILS MEMBER. G 2"x 3"OR LARGER UPRIGHT TO CONCRETE W/WO PAVER DETAILS S S_4 SCALE:NTS �+