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HomeMy WebLinkAbout19-21560 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 21560 BUILDING PERMIT PERMIT INFORMATION LOCATION,INFORMATION Permit Number: 21560 Address: 3123 MOULDEN HOLLOW 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: HIDDEN RIVER Est. Value: Parcel Number: 24-26-21-0090-00000-0420 Improv. Cost: 9,062.00 OWNER INFORMATION Date Issued: 8/13/2019 Name: FOX, RANDAL &AIRETTA ANN Total Fees: 135.00 Address: 3123 MOULDEN HOLLOW DR Amount Paid: 135.00 ZEPHYRHILLS, FL 33540 Date Paid: 8/13/2019 Phone: 813-426-9532 Work Desc: INSTALLATION SCRN ENCLOSURE W/CONCRETE PATIO CONTRACTORS APPLICATION FEES ALUMINUM CONCEPTS OF FL BUILDING FEE 135.00 �v 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. CONTRA.12TOM SIGNATURE PERMIT OFFI R EP�R IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: 1 t/ 1 hU �1 6 (r [� Date Received: 7/ 12: 10 Site: V �0 1 oub" 7 Permit Type: Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ This comment sheet shall b �ep�t with the permit and/or plans. JUL,'-2 12019 Kaly' itzer—Plans Examiner Date Cont<ctor and/or Homeowner (Require w e"present) 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department [j Date Received Phone Contact for Permitting J —1 -- �//n Owner's Name o >C Owner Phone Number 8j 3'`7a6'9s a Owner's Address :3 1 a-5 mo v i 4e.1i k oc.,Or. Zip,ii �rL.�j3lGl Owner Phone Number Fee Simple Titleholder Name I /U Owner Phone Number Fee Simple Titleholder Address iv o /� J/ JOB ADDRESS l+x 1r ou1d'26J ( o�y3c, Z-_ ,�;;�ig 3j3S LOT# `y SUBDIVISION , A c r- PARCEL ID# oC �(O" 1 ''©V'�'"d�� 'd�O� (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT = SIGN = = DEMOLISH INSTALL a REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION BLOCK 0 FRAME = STEEL = DESCRIPTION OF WORK c� 1N S Ec��1 Q,UGS c a �oj,A.-i�, � G GCe.,v f�N p orc BUILDING SIZE 18 l X D�-7 SQ FOOTAGE ��06 'y' HEIGHT 1,2"3 =BUILDING $ O(.01 e O O VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION 7,4 ls�� �ff =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER �� 0 COMPANY �IV�+z;.�v•n (.oNGC f5 aFfor LLG SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address 3 73 3 L-,L- b r, Ze ,H at, FL,3 35`(3 License# �G l 3 1(sd O 7� ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N J FEE CURREN Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# 1111111111111111111111111111111111111111111111111111111111111111111 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities& 1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w%Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED 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—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 AGEN fM�k�ei �C��. CONTRACT Su scri ed and sw m to or affirmed) fore me this Subscribed a07sw�o�rn�to(or affi d)b fore me z�,�by f o M e!)-M-, A(va_[�Z 9 by—% f,n�.Q±Sd;AJ It—f-e-z Who is/are personally known to me or his/have produced Ar_4)0f_?c&,1kW s/ re personally known to me or has/have produced t4jjawn/ as identification. r,c,3n7 as identification. 2 otary Public f d Notary Public Commissi n No. 3 I c S I oZ D —Commission No. O2 �S (L&Vl, fec C ►tn_r�SSP —KPaSle �_ Gv1�n.,CeC �C,-SSP L�ea_Ssec/ Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped �ot►R;?�s�,c JENNIFERCK&RISSEBEASLEY ot�YPoa�,� JENNIFERclMSSEBEASLEY MY COMMISSION M FF 96M MY COMMIS810N t FF 98M m EXPIRES:March 18.2020 N EXPIRES:Myrrh 18.2020 9�FOF F1.0�O �OIIQ�TIYI19p�l�y>3�fYICM ��OF F���\o SOOdIdT}gU BuEp�tNotagswvlaa iNSTR#2019117519 OR BK 9937 PG 2841 Page 1 of 1 07/12/2019 12:45 PM Rcpt:2071669 Rec: 10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller,ad Interim NOTICE OF COMMENCEMENT Permit No. Property Identification No. 242621 c090MM44 JC—1u111 _ TI11:UNDFASIGNED hereby gives notice that improvements will be matte ILI ceitain read property,and in accordancc with Section 713.13 of the Florida SlatateS,the Aillowing information is pm+vided in the NOTICE OF COMMENCEMENT. I. Description ofproperly(fecal dexrriplion:) IUOOER RIVER NVISE ONEA Pa rJ PG 101 LM420119i=M422 a) Street Address: P123WRILOERItaLLt)WDWVE.IEPIM1Ht LAFL33SW 2. General dewription of improvements INSTALL CONORCta PA110 AM SMEN CNCLOSORE 3. Owner Infnmxtlion ;I) Name andnddn::i: RANUA�i'lA 312.tN[hlLOF.NHOLu1YlIN+M1c.ZEPHWiMtLS,Ftx15Aa b) Name and address of fee simple titleholder(il'other than owner)x•A _ ____ _ c) Interest in property 4. Contractor Informalkm a) Nome and addreys: ALIMMUMOONCEPISO11LO1110A,LLC. I'.O.00ARiaSWLSLLYDIAPLLIL.aisiS h) Telephone No.; e13 7164427 Fax No.(Opt.) 3. Surely Infirrnanion a) Nante and address: NIA h) Amount of Mond: c) Telephone No.: Fax No.(Opt) l+. Lender a) Namc old address:!i'A 7. Identity e+f person within the Slate of Florida designalml by owner u)xin whom natictm or other documents may be served: a) Name and aiklmss: R'A h) Tcicphonc No.;. __ Fax No.(Opt.) h. In addition ro him.w1f.owner designatim the following person to receive a copy of the Licnor's Notice as provided in Section 713.13(I)(b).Florida Statutes•. a) Name and address: 1hA It) Telephone No.: Fax No.(Opt.) y. Expiration Lhite of Notice of(:ommcnccmcnt(thc cpiration date is one year from the date ofrcLording unless a dif)erent(laic is specified): WARNINC,TO OWNER:ANY PAYMENTS MADE BY't HE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13, FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE.FOR IPROVF.MF.NTS TO YOUR PROPERTY.A NOTICE OF COMI%IENCEMFN'1'MUST'BE RECORDED AND POSTED ON TIIF JOR SITE BEFORE T11F:FIRS"I' INSPECTION.IF YOU INTEND TO OBTAIN FINANCING:.CONSULT YOUR L. VDER OR AN ATTORNEY BEFORE. COMMENCING WORK OR RECORDING YOU NOTICE OF Y)MMENC' E T. STATE OF FLORIDA COUNTY OF PASCO C81rnatlireoFouner air(hvnvsAu; bind(11'fucl/laealrrA4neHrManagcr RANDAL FOi Print Nunes 'ncc foregoing instrunrLnt was itcknow•1Ldgcd twforc me this 7 day of us (repo of authority,e.g.officer•tntsice.attorney in fact)lbr (nrme of pany on WIRY of wlloln i "in was execumn Personally Known OR Produced Identification ; _ _ Notary Signature &V W0 �®t►,�� '1')lv of Identilietion Prexluced• _ —— Naine(print) Vuriticetion putunam to Section V:I 525,Florida Mantles.Unkr lienall".tif crll ',III n that a read the li+rc4otng and that the lilds stared in it hre Ins to the Itcsi of my kiwwledgc:rod Wicf. n SIMI%NIr 1.W�R11• um or\#IVSt Mrwn".0-A Ahar ;.:gyro'' LOURDES TORRES ROBINSON Ag � = Notary Public.State of Florida Ai' My COMM.expires April 12,2020 �'' 0;,`,��`� Commission Number FF981306 STATE OF FLORIDA, COUNTY OF PASCO THIS IS TO'CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OR OF PUBLIC RECORD IN THIS OFFICE WITNESS MY HAND AND OFFICIAL SEAL THIS in Gotzv��rusr DAY OF 2 CLERK&VDMPTROLLER d8 } BY DEPUTY CLERK Lip".' FL m RECORD. SURVEY (FINAL) BEARING BASIS: -OT 42 NORTH BOUNDARY OF SUBJECT PLAT BEING S B9'40'43" E -IIDDEN RIVER PHASE ONE ASURVEY IS�T THAT 'ASCO COUNTY, FLORIDA. d lY MAY BE DISCLOSED BYCA FULL ANDTO AACTS ACCURATE TITLE SEARCH, ALSO SUBJECT TO SETBACKS, EASEMENTS AND RESTRICTIONS OF RECORD, UNDERGROUND FOOTER, STEM WALL, AND UNDERGROUND UTILITIES ARE NOT LOCATED OR PREPARED FOR&CERTIFIED TO: SHOWN. NORTH AMERICAN TITLE CO. � 00 NOT SCALE THIS PRINT, DIMENSIONS AND NORTH AMERICAN TITLE INSURANCE CO. � NOTES TAKE PREFERENCE, EAGLE HOME MORTGAGE,LLC,ISAOA/ATIMA DESCRIPTION NOT CONTAINING PLAT BOOK AND RANDAL J.FOX AND AIRETTA ANN FOX PAGE INDICATES THAT PLAT IS IN PRELIMINARY STAGE AND IS SUBJECT TO CHANGE AND/OR REVISION. CERTAIN DATA SHOWN HEREON BASED ON ENGINEERING PLANS PROVIDED BY CLIENT. STRUCTURE TIES SHOWN HEREON DENOTES MEASUREMENT FROM FORM BOARDS/FOUNOATION TO PROPERTY LINE. PURPOSE OF SURVEY:TO OBTAIN HORIZONTAL AND/OR VERTICAL DIMENSIONAL DATA TO SHOW CONSTRUCTION IMPROVEMENTS. " 10' DRAINAGE/UTILITY EASEMENT ZEPHYRHILLS COLONY COMPANY I LOT 41 (PLAT BOOK 1, PAGE 55) TRACT "D" DRAINAGE & I TRACT "D" LANDSCAPE EASEMENT PLAT LANDSCAPE CEMENT BOUNDARY FRM(P)� FIR 5/8" (0/A) SIR !: (TYPICAL) y�6900 S 89`53'28" E (P&M) PRM(P) 164.32' °s. 11.08' F P :o o; FUl. 62,58 557 \ ! � ?g. 4, �.',;•:';'mow+,:�:•:v'.::;:•'�� ",-•��': ;:Y�,, • \ 0i� V? i 1 STORY MASONRY 'i.::rr; .t eL`�: ' :•Uo 1✓ f� Wit* g RESIDENCE �1,a caNc LOT 42 C0v t 2.8' •$2.l' v J iq,E9 ti CONC .y Q 6 e° I �, 4 ENTRY y� ' :Q f XLLI 20b' PLAT \ _J I$9. :a o, .. . �,A �J BOUNDARY f s :o 6.0' <� \ FIRe5/ N 89'53'28" W (P&M) 112.24' ' ta•2 sIR o C) LANDSCAPE& J BUFER EASEMENT - J. LOT 43 ; b • y�'2gA CURVE DATA LEGEND: CURVE I RADIUS I ARC I CHORD I BEARING I DELTA E-00.0 o EXISTING GRADE C64 85.00 66.08 64.43' S 21'28.32"W I 44.32' 2" °&M) C65 85.00' 36.48' 35.20' s 13'05 23 E 24.35 ts" �P) LOWEST FLOOR ELEVATIONS: LIVING AREA: 73.92' GARAGE AREA: 73.42' DI-SCRIPTION: ELEVATIONS REFERENCED TO .OT 42, MAP OR PLAT ENTITLED "HIDDEN RIVER PHASE ONE A", NATIONAL GEODETIC VERTICAL %S RECORDED IN PLAT BOOK 074, PAGES 101 THROUGH 121, DATUM OF 1929. MEAN SEA )F THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. LEVEL= 00.00 FT. APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO. 120230 0460 D EFFECTIVE DATE: 9/30/1992 oJect Number: Square Feet: 8022.31 ± LENNAR HOMES ' A UM LU' P.O. BOX 7845~vVeakYQhoAa . rl,33545 Office: 813'716-4427^ Fui: 813-778'6370 Owner:71ou Alvarez^ l1c #8CC1311So»71 o*" 6/13//9 `---~-~~- - . Still,n,RAN DYF0X_ /omm"mh�___________ mm* 3123M0U[OEN HOLLOW DR. ___ CITY 0FZEPHYRHLL8 ZEPHYRHLLG x** FL_uv_3354U h*xmoVm,p w«m»»u~u^n/�no�«mnL/C/Nl'----_' - (»«)N342§-9582 Job Address _-_--_--_ - --- ' SR SUNIZOOM ('01,011 FRAME: willic 0 C.hail:Rail 3.000 PSI FIBER MESH CONCRETE. NUA,11011 OF DOORS: 63 LF.OF CONCRETE FOOTERS WITH REBAR. onc SOD REMOVAL,SOIL TREATMENT,AND CONCRETE PUMP CHARGE INCLUDED. "CUSTOMER WILL REMOVE EXISTING DOOR PAD. ALUMINUM ROOF: 6401- [TOTAL CONCRETE:$3,823.001 GUTTER: ISCREEN ENCLOSURE 1110017TYPE: HIP MANSARD SCREEN ROOF. LJ Hip Gable -7"SUPER GUTTER. Manstiril 0111cr: -63 LF.OF SCREEN WALLS WITH CHAIR RAIL. OPTIONS: 18114 CHARCOAL SCREEN. f-�ERMIT&ENGINEERING:$500.00 0 Cmicrele CERAMIC COATED FASTENERS, ,ht...8'3"tt1JALl,HEIGHT in Alummurn Coucepl.of T'Imidn'f LC until the connitcl in jCC loul tiny eXtras are paid in full.Uc rivnicts further c'�enntrl aud aptco that strid liencrial Flat 11 he declared to h.cmetitict-rd rcisortal prolunty although the stri(I ,rini may BA LANCK in m*«� "w~m"* �"ml .:A,UE In thoevc,it ilia owlictsball fAil Io make nnypayincrit prittillercrif,or fail to perfirmn rally imtu,'cz lm'l'.:1, will payloAlu including a rcaortillic attorney fbri:lf the owners shall liccomt;bankrupt or Im itut Into recciveship,or Fill to inatm any fayractowlica due,or fail to l"Imoi toty 1,; upcd.;d' 111115, dHNI and "w^x^NTr /=*~" ^14' &I .! '^ " aniteritils useti!it cumpleinut inriallatian,contructed fat hcruin will lie of high quality and new.ant]11put all work will In,t1anc in.wotkmanlil:�tnippel.Auy,lil--h uwicin.t to�itn-o r. maybe filed under this ivionintyand noobligations to makendjugment lhereuntler,will accrucuntil lbli ftldebtcdncs�offbeowurt to Aluminum Concept,.1,Vt W.I.I I.C:w pmd.Th,ai,-I It is aprectf by lite ownutlintpry cinitneill—cmde,this contract or under the wRrainlylicrein iihimm set fbob,shall lie brought only in(be in I.,—, FII"pl'. Buyer:(a)Do put strip thi'litefore yuu—d it or if it to nuemmt copy of which vm,dcli-jed T.Pnd reccupi i,hewhy I building cod".1 hatclin.crich encket I" . job.All designs Will bent ihodi�Tefianofi%luntiiiurn(,'onctpl,�vfrl(,rid�i.LL.C..'C'ot firro-Fruyloo-o""l.itabic.,,ll"l color_--_--.__-_t I'___- Ci his t Acce ' [���EZ `��-~------T���--'-c-----r------- . ---------- -- -- -- onnw,* » NOTE Ji DESIGN CONFORMS TO THE FOLLOWING REQUIREMENTS: � � "'"1 SPANS BASED UPON CALCULATIONS PERFORMED BY ENGINEER. • Florida Building Code 6th Edition-Building&Residential(2017) •`!5 * - ^^'''. :5 . •.. ' / 2. DO NOT EXCEED SPACING BETWEEN COLUMS (DIMS SHOWN ARE O.C •• TABLE 1604.) WITHOUT •,�' � WRITTEN APPROVAL FROM ENGINEER. ADDITIONAL COLUMNS CAN BE ADDED OR ••• Screened Enclosures-Risk Category I ° ••• Sun-Rooms/Acrylic Enclosures-Risk Category II "` :` 2' SPACING/SPANS REDUCED WITH NO ADVERSE AFFECT. '�' �. `�^ �6 3. BEAM AND COLUMN SIZES CAN BE INCREASED IN SIZE WITH NO ADVERSE AFFECT •• Figures 1609.3(3)-140 mph windzone(3 second gust) "' D •• 1609.4.2&.3-Exposure Category C(see pressures below) k�1^TO STRUCTURE. SIZES SHOWN ARE MINIMUMS. •• 2002.3.1-Extruded Aluminum to have a minimum wall thickness of 0.040" e N 4. ATTACH 1X2 EVERY 30" O.C. MAX. SPACING .• Table 2002.4 v, 5. FASTEN OPTIONAL KICK PLATE EVERY 18" O.C. WITH #10 TEK SCREWS.6. RISER WALLS TO BE ADJUSTED TO FIT FIELD CONDITIONS. Structure Loading Pressure(Exposure C): !~ 7. IF SUPERGUTTER IS USED, CONTRACTOR TO ADJUST BEAM LENGTH TO ACCOMODATE •••• Horizontal(winwardfleeward)=38 PSF/29 PSF � cIr •••• Vertical(screen/solid)=11 PSF/32 PSF '' ••••' ! LL BUT IS NOT ALLOWED TO REDUCE BEAM SIZE. . Interior Pressure=t13.5 psf(calculated per ASCE 7) �[ R� . 8. Self Mating Beams to be stitched 24" o.c. along center of mating surface • Concrete to meet requirements of Chapter 4 of FBC-R and Table R402.2 ' �' Door Location Note • Structure designed for use with 20x20 max mesh density: • 2002.4-Any 1 ft length of vertical memeber is g for a 300#vertical load. Any 1 ft W C 1. Field located door(s) designed w 2 Do not move or remove a column to install doorway length of horizontal memeber is designed for a 200#vertical load. . „ ¢ a 3. Contractor may locate a door between any two columns • Contractor is allowed to use aluminum alloy 6005T5 and 6061 T6 t3 o d> 4. See door details on detail sheet SuperGutter Note: . TRESSPASS NOTE: �aw gds `y 1. Use min.5" a w g w w Owner and/or non—construction and/or non—jurisdiction supergutter 1; 2. Contractor may elect to use 7"supergutter with no related personnel are not allowed in the construction " ! adverse effects to the structural integrity of the project. E o a o o zone until a certificate of completion/occupancy has 2"x2"x.046" HOLLOW 2"x3"x.O46" HOLLOW 4A111NG been issued by the jurisdiction. WEB THICKNESS: 0.046" WEB THICKNESS: 0.046" .(N►ITH PR FLANGE THICKNESS: 0.046" FLANGE THICKNESS: 0.046" ALLCOMPL q I AREA: 0.4704 SQ.IN. AREA: 0.5976 SQ.IN. X.LW©RL RDA8111LGIN ECGfDE� �� QATE F MOMENT 0.2565 ER� MOMENT 0.6873 En!4 •fl�At. �P � i' ►...�/� OF OF Cp0ECTRIC HILLS - . - NP► CISY OF CITY OF ZEPNYRHILL —lyy = 0.3069 m 4 —lyy = 0.4202 m 4 AND VIE C E SECTION OF MODULUS: SECTION OF MODULUS: INP�CES PLANS E)(AM INR 4 8 e { —Sxx = 0.2663 in-3 -Sxx = 0.5041 in-3 RESIDENCE i # -S = 0.3069 in-3 -S = 0.4228 in-3 yy yy / / C C RADIUS OF GYRATION: RADIUS OF GYRATION: —rxx = 07385 in —rxx = 1.0725 in a —ryy = 0.8077 in —ryy = 0.8385 in G � LL ALLOWABLE Fy 16.0 kip ALLOWABLE Fy: 17.2 kip 17 OVERHANG WITH 7"SUPER GUTTI32 ty ~ w EY Mmax = 3.92 kip-in Mmax = 7.16 kip—in 2"x4"x.046" SMB 2"x4"x.O5O" HOLLOW WEB THICKNESS: 0.046" WEB THICKNESS: 0.050" p� FLANGE THICKNESS: 0.1150" FLANGE THICKNESS: 0.050 a ey i AREA: 0.7822 SQ.IN. AREA: 0.7007 SQ.IN, ca c� MOMENT OF INTERIA: MOMENT OF INTERIA: —lxx = 2.0020 in"4 —Ixx = 1.4228 in-4 I 7 2X214,6. -lyy = 0.4700 in-4 -lyy = 0.5139 in-4 I2X2 SECTION OF MODULUS: SECTION OF MODULUS: 2X4 -Sxx = 1.0038 in-3 -Sxx = 0.7826 in-3 -Syy = 0.4708 in-3 -Syy = 0.5139 in-3 '' c3 RADIUS OF GYRATION: RADIUS OF GYRATION: —rxx = 1.5998 in —rxx = 1.4250 in T —ryy = 0.7751 in —ryy = 0.8564 in p ALLOWABLE Fy: 8.7 kip ALLOWABLE Fy: 16.3 kip ° 2T '" 3 Z Mmax = 8.74 kip—in Mmax = 10.58 kip—in O M 2 *DOOR LOCATIONS o d w rQ BE DETERMINED =L / 2X2 2X2 2J(2 T N d fn M N I 2T S H E E T N O NUMBER OF FASTENERS FOR RECEIVING COMPOSITE ROOF PANEL(5)#10 X4' SMS ` BEAM SIZE FASTENERS PER "A "BTOTAL#OF " CHANNEL CL IP OR2X2 ANGLE TO BEAM WINED WASHERS PER 4'PANEL .` •`- 3 "A"DIMENSION a ATTACH GUTTER TO BEAM WN#IO X3W' W!B!E!�!rSRE #tOX3W"m #10 X2"SMSaE 12"O.C.24-#12 X t4 2X1 32-#12X3U 'TtJ( 8" 6" f lyPAN ROOF(5)#10 X 314' O 2X8 X TEK PER V ROOF PAN 7V32•#14X3W 8" 2XIGSMB - 4 X 24' 6" 2S MB 9 1 108* 10 STRAP EACH X STRAP EACH *....O� mcKm►aR REMBVR O FCH ST N.RS F 2' OR OR GLITTt3t BEAM GUTTE3L - • ,r r r r PR , ` RlReataF�ca�ln W ANGL.ETO GUTTER 1X2 RErEtVNG CHANNE L jhII Or e e e • e a • • e - BEAM$RE #10XWTEK t LIPO CHANNEL OR 14 8MIB 6 ___ / i s e e • e e se e COMPOSITE 1 PAN ROOF TO(iLRTER LNTM. 12sMEMMOR eusseTauTe 8 0 BEAM TO GUTTER DETALI "-.-•� ROOF BEAM GUSSET CO MB NNECTION 2X9 S 10 GUTTER TO FASCIA DETAL 10811E 12 PURLS ANCHORED WIRECEtVING CHANNEL CUPS WITH 4-110 X 3W TB(OR NTERNALY NUMBER OF FASTENERS FOR RECENWG ATTACHED INTO SCREW BOSSES W1 4#10 X 1-t12" CHANOIEL CLIP OR2X2 ANGLE TO BEAM BEAM SRE #10X31 'TE( _ OPTIONAL 2X3 A45"MAYA 2X2 2X3 EAVE RAN- 13 2X2 PATIO SMB 4 . ;a �w BE USED FOR EAVE RAIL 1X20.B. RECEIVNGCHANNEt #i EAVE RAN.SHALL BE STITCHED '._;' q IICLIP OR2X2 ANGLE WM10X1-1ITSMSQ24"O.C.MAX • ETJUFRWellMTouvwalr 2X= 10 .' 1X2O.B.ATTACHED CHAIR RAIL ANCHORED NUMBER OF FASTENERS NUMWER OF FASTENERS FOR r . • TO II EACH 8N)E FOR WSRECEVNG CHANNEL CLIPS BEAMISIZE #10X314"TEK K RECEIVING CHANNEL LIP OR / . WRTH 4-#10 X 314'TEtC� TO I2X48MB 4 2X2 ANGLE TO GUTTER SC ERNA1-Y ATTACHED N SCREW BOSSES WH 4#10X1 BEAM SLTE #18Jg14"tEK2)12IS 6 BEAM TO WALL OR ALUIIt 2X2 ANGLE ' • 2 10 X 3W TIX SMB 0 BEAM CONNECTION SUPER GUTTER LOAD BEARNG UPRIGHTS • • 1X20.0.IiXISMBB TTACHED IW 2X2 PRIMARY 2XO SMB 9 N8 � LES(SECONDARY ANGLES 10 SIW 10 8 RB*OETAL #10 X 3"SMS Q 24"O.C. GUTTER STRAP A EACH Pt 2X#ORLARGERUPRKNITS► 1 r--.• .j .�. 2X98MW 10 E TTACHED TO CONCRETE BFAY WH/4"X2-11�'CONCRETE t . . 10811E 12 Q. ANCHORS W24"O.C.WAX _ f,. _' RtBERDETAL UPMBHTOETAL C E N o J A HEADER OR EDGE BEAM ATTACHED TO UPRIGHT 118"STAINLESS STEEL CABLE WI(4)#10 X ISMS NTO SCREW BOSSES 0135"PLATE #10 SMS SAYE RAL ROOF PANEL. OR 1X2 RECEIVING CW WNEt.CUP W/(4)#10 X W DOUBLE COI ESSION SLEEVES e e 4 C X 4".125"PLATE u' TEK(2-EACH SWq r WC X 3.112"BOLTS W/WASHERS E > j 2X2.044'BRACE co EDGE CLOSED WI DOUBLWE MRS BASE INSERT WN211/4"X 2-114" #10 X 3W"TEK CHANt RAN_ BOLT X3.1#2" TAPCONS INI`O CONCRETE OR 6.i BOLTs w (2)1/4"X 2.1/4" • WASHERS OPTIONAL 2X2 ANGLE W(2) 111 - "X L4 6M"X CONCRETE ANC EgglpN 114"X2-114"'TAPCONS FLAT BAR • •POST MAY BE ATTACHED TO UPRIGHT �,�' #10 X 3W TE K WOOD MEMBER BY SUIBSTIIUTNG ALTERNATIVE PLACEMENT STRAP MAY BE 1t8"ST�N E� i_-= (4)#tO X 3"Nis APPLED ALLY ON TOP OF SLAB HEADERI EDGE BEAM TOUPRIGHT DETAL AND BENT TO CON t1RN TO CABLE ANGLE 1W"X 2 U4ETE ,• ;,� T 2 ANCHORS O C.MAX . POST DETAL N CANU t*TAL K-BRIwl106b1lI�TIONDETAL „ o ,,,I,,,,,, SCREEN NDTE, IF SNAP IS USED. %•� �,• dd� NOT SCREWS ARE RECUIRED. �C/•� I' °3 , USE Alta x 1-1/r Sxs. °` S EXTRUSI�1 ZExTRussON SWPOST SCREEN -, , � P ALTERNATE SCREEN ROOM CORNER CONNECTION 2: LINTEL/HEADER4 0 MIN. A. g Receiving Channel or v . dQ Angle each side (typ) li ( min thickness) (4) #10x11" SMS into 2,g" tapcon screw bosses (4) #10x2" SMS thru 1x2 base channel into internal Beam screw bosses of column `• (ever a ac Q =g Purlin or Girt (typ) PURLIN AND GIRT CONNECTION (4) #10x2" SMS thru 1x2 v •c PTI N base channel into internal screw bosses of chair rail • • • w s 2"x3" or 3"x2" 2.5" topcon O o Iii 1 2.5" topcon N 4 V p -1 " " 1"x21 S Door Detail — Option 1 1x2 Door Detail — Option 2 —• • C ` _ Centered between Columns Door Adjacent to Column c •� ao M- C Door Notes: a C 1.Number of Hinges: 1.1.end Speed <120 mph — min. 2 points TYPICAL 1"x2" TO concrete CONNECTION 1.2.Wind Speed =>120 mph — min. 3 points 2.Hinge Locations: FE 2.1.Top & Bottom — 8" to 18" from end of door 2.2.Remaining to be evenly spaced between Top and Bottom hinges 2.3.Hinges can be installed on either side of door, field locate 3.Fasteners: 3.1.#14xJ" screws 3.2.Min. 3 each to attach hinges to structure and door T L1 4.Door to swing ourward unless noted otherwise 5.Left or Right swing does not alter structural integrity of cage or door - ° 8' WOE X 8. DEEP t6" DEEP FOOTER W/ 4" 1HCK SLAB .�'�,,.•••..,,.,f. opoo P9 Cdr AT 28 CAPS *�' Et1 1 " 111f1t1 E.MIh Olt O.MO ,. h ��� O� 0 7 f-dR LE1IB:.1 m`MN, P1ET1if AT IS CM.Y F 6Eitt1 lllu ra cD 3 t�OiiE, T I $1.IiR 11imK Ot v j CdiT TitiH 3. - 'Imo.i11 .IS 1T: if�AL18E _dF 1�E6E[AiXiN 111 . M y{1 E lFl�h/OM BE tSCiFli4*i143 Tw 1!�oux 9f 7• tri `•��G a- � ll� t1E8Ali T1�•�� e our sui /t roo»ra � ` _ � 0-t M 12 18'x12" 2- 2 is t 0 t Is MMM,cMl ss t ot1 A 06S h WOT 1t11JOC�D A 1W 81t dk 1~ &AB St1N18E MN.200 M1F1.C, — 1DM Site. # R1r1t1P 1T tE511 oR MAY I t tootaiaw ERACKS CR W^W s1R$MACS MAY Si LL F w x+ids} � _ _ 3c FOD1BIG *01 FOOT PO tT CF FCI*A1ON OF erg` 1 - ir s��aucM Sri tz• ' 1 — #' UC IkBE1E LlOOI IN •q heo.a s e4 s a r wawa aus K w �— u Ba rt a 61 K IW $ i Y �'1�t �e1PACt�to ti4�E IiOlOIN11! . axssrwl». .. 8" WIDE X 8" CEP,/ 16" DEEP FOOTER W/OUT SLAB •2'.i)O P9 C0WRES$IW AGM AT 2!!GAYS. 94► •REII*CRCiMENT: S XV #10/10 TiGiflli. OR M' •TERIRTE PRE1BAT IS BEiW OILY F BEZENCE HAS BEEN SILT FOR 'y or chamfer Cc:: is aR I►+ AND . COt sue ILL BE 11 TACTIM7i 'FRI ta. IS NEEDED, AI"" D FOOl existing ° new p FFAVOt1. SIWPORT ( flOcK CCNCPI1E SLAB OI AS FOIL0rrs ii :a ua mar �-Y ass au�r�e 4s sowc i►�oo a m*s.eE tt 8u -1�pa a ruc i I lofts CI U Ron dnt OQ i o w Edge 31110 b 1iE1t�tA1 RHO b___ C xr1E +a 'Sim c1 n. rears o chamfer epoxy 'xistingtP b°' uR-ice construction joint with dowels CONCRETE SLAB:l�}NEW TO EXISTING .. I NEW TRASERiRE OEQC (expansion type joint') note, dowels to be placed at each footer point and 48' o.c. along Joint/Mating surface(s) For non—expansion joints do not use smooth bar -J • » F1 1