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HomeMy WebLinkAboutSUBMITTED PAPERSALL LI APPLICABLE NFOI uST BE COMPLETED FOR APPLICATION TO BE ACCEPTED �Q Date:llll -5 Permit Number: SCANNED BY �J St. Lucie County Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line b I,/ Address: (oa,D9 SA na LcL.Ke Terrace r Ft--Piucc r Ft, 3�5/ Legal Description:_Q0r*0,A 0 (It _—CPt343-4o) tot 314 Property Tax ID#: )31.Q_—Sb3—Oil 9—bD0-S Lot No. Site Plan Name: Project Name: Q NZ t✓h✓lSH11'= Setbacks Front_ Back: J3, O ight Side: /9.3(, Left Side: r PO�y roaF-enc/osu,.-ti on Goncre,-1c sLalo 5-6 6 Block No. HUUMUIIdl WUIM1 LU UC 11UnnCU unueL LIM perinu—LneLK du apply: ❑HVAC Gas Tank ❑Gas Piping _Shutters ❑Windows/Doors L ❑Electric OPlumbing ❑Sprinklers ❑Generator ❑Roof Total Sq. Ft of Construction: 'y 90 Sl� S Ft. of First Floor: Cost of Construction: $ _.,R'jOo• Do utilities:i Sewer OSeptic Building Height: i�WNER/LESSEE'.CONTRAC_T,OR§ TM w ff NameChri5-HM!!'9Drrncin QQ/n5-y Name: rAds, rain Address: tea 09 900ng {"e TCrIziCG Company: 7t'.V—L %4c-cy) FGC.\-O� City: rat -•Pre rGG Zip Code: 3L(ni• Fax: Phone No. Stater Address:—[35ly C0MrecC%a1 CiC •UhI{'YO City: viyrl ` recce State: FL Zip Code: �AW Fax: ��Z4lo S 325 2325 2 Phone No._11Z'ALDF0 �o1i2 E-Mail: Fill in fee simple Title Holder on next page ( if different from the Owner listed above) E-Mai1: \'\drW%(1(--@ ik-lt CC0 6 �tCi0N•CotY1�lC�•UN •CoM State or County License: C�C.12 e3Fs LA SQ12 Sirs LA SQ -1t5g1;& If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. pun .ti 'SUPPLEMENTAL'CONSTi2UCTlON`LIEN�LAW'INFO"R�fVIATIOfV'�i !' �s �` a 'i " ,w �' "�''�' Ea.', 3m li a x DESIGNER/ENGINEER: —Not A Applicable PP MORTGAGE COMPANY: Not Applicable Name: �IJ1lCOGSE 'At-EX,9 Enq LLC Name: Address: t3b30 55jhS�iE • Address: City: C1e f'ULXKkec State: � City: State: Zip:'b lub Phonell'1-53'L-0,000 Zip: Phone: FEE SIMPLE TITLE HOLDER: _ Not Applicable BONDING COMPANY: _Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commpnring work or recording vour Notice of Commencement. FIL A S�KTE OF FLORI A OF M� t-..v COUNTY OF 4v The forg ing instru ent was acknowledged Wore me The forinstru ent was acknowledged be me this day of 20 fsby this /_1I day of 20 11 by (Name of person acknowledging) (Name of person acknowledging) of Notary Public -State of Known VI OR Produ vly COMMISSION q PF EXPI - janw y 27 Revised 07/15/2014 Xixs� -3-n a t..�9� (Signature of Notary Public- StatLsl of Flo . a ) Type OR Produced Identification My COMMISSION q FFtg3?1 EXPIRES January 27 piny REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE S I INITIALS / y Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone:(772(462.2172 Fax:(772)462.6"3 REVIEW COMMENTS 1 Address: 6209 Spring Lake Ter Owner(s): Christine Ramsay / Norman Ramsay City / State / Zip: Fort Pierce, FI 34951 Parcel #: 1312-503-0118-000/5 Jurisdiction: SAINT LUCIE COUNTY Zoning: PUO Lot#: 345 Block: APPLICATION INFORMATION Permit Number: 1508-0299 Stories: Automatic Sprinkler System? No Permit Type: ALUMIN CARPORT/SCR RM - NEW SLAB Contractor Name: Business Name: Business Addr: City I State / Zip: James R Brann The Porch Factory Llc 7356 Commercial Cir Unit 4 Ft Pierce, FI 34951 Review Type DOCUMENTS MISSING 8/19/2015 Comment: FRONT COUNTER REVIEW Comment: PLANS EXAMINER REVIEW 9/3/2015 Comment: ZONING REVIEW Comment: Fax Number: 772-465-3252 Email: Admin@Theporchfactory.0 om S atus Reviewed By Date Started Date Completed Date Released PENDING Dawn Milano 8/1912016 NOTICE OF COMMENCEMENT COMPLETE Dawn Milano 8/19/2015 8/19/2015 INCOMPLETE William Durden 9/3/2015 INCORRECT WIND SPEED IN RISK CATAGORY. PLEASE CORRECRT AND RESUBMIT IN DUPLICATE. COMPLETE Eileen Norton 8/2012015 8/20/2016 8120/2015 PLANNING & DEVELOPMENT SERVICES DEPARTMENT Building & Code Regulations Division 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FILLED LAND AFFIDAVIT I, the undersigned, am the owner of the following described property, —503� r-.o Shor2s_pVinss I I 1 ( PB Lt3 -`to) (Parcel Id#/Legal description/Address) Lp+ 545 • I, l0aoq S9 V%n La.Ke ! rP-, -6Ir t plGrct , �L 34gsI for which I grave applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. STATE OF FLORIDA, COUNTY OF 04 an , _/ — - ACKNO EDGED BEFORE ME BY nSr-bn-Ci PRODUCED 2)6L ( �? f bate E1IS ` DAY OF �1'^'�� , 20 L •aM J'd O IS PERSONALLY KNOWN TO ME �) OR WHO HAS -7 ` 9 L] AS IDENTIFICATION. 7Ciorm a a m �.�, SIGNATURE OF NOTARY PUBLIC COMMISSION NUMBER SLCPDSD Revised 04/1 MOO I TY E1QrPkNTN MARJIEH MY COMMISSION 4 cF 193274 EXPIRES January 27 2019 J .IN,y.11'bb HO 1 bb'ntt -en JOSEPH E. SMITH, CLERK 07 THE CIRCUIT COURT - SAINT LUCIE COUNV FILE # 4103259 OR BOOK r t^.;i PAGE 1627, Recorded 08/19/2015 al'. -:34 PM NOTICE OF COMMENCEMENT To he completed when construction value exceeds $2,500.00 PERMIT¢: TAXFCLIOp—i ?A 'a —SO3-oll$-0DO-6- STATE OFFLORIDA COUNTY OF Sq'Int Lucie The undeogred hereby gives notice M erp evenlent VI be made to certain real property, and in aosrdans adlh Chapter 713, Flkaea ShNtea, Na fofaxbg Information 6 provided in this Nods of Commencement OR LE ,qEE INFORMATION, IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: CONTRACTOR'S NAME: THE PORCH FACTORY, LUG Phono No.a72465S772 Address, 7356Commerdal Chrle Unt4D FI. Peim FL U951 SURETY COMPANY (If applicable, a M o1 the payment bond is, atlached): NomeardAddress: Plena No.: Bondamount LENDER'SNAME: -VA Phone No.: Address: Persons wthtn the State of Florida designated by owner upon Mom notices or other documents may be sewed as provided by Section70.13 (1( (a( T. Florida SMtules: Name: Phone No: Address: In additice to hymelfer morsel( comer deapm of to receive a ropy of Use Lienors Notice as provided in Section 713.13(1)(b(,Fio aSbades. Phone number of person a entity design lad by Owner. Expiration tlata of Notice of Commencement (the expiration data may not be Were the cempletion of construction and final payment to the conDactor, but will be 1 year from the date of recording unless a different data Is spewed): The In hate Me to the beat of my knowledge are belief. of x..i{.. 20 n X1DM2t a , nru :Q, Personally knom❑ or produced ldPvnfif tun � Notan/s Signature Type of ldeMmation produced LO , (Pri e3'p 'da•6t�1 t n VB I isWfkq$0161 ApQd"sV lWIRCo o>nenUD= acr�svau+au sumwo.aas•.x, x. STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF THE ORIGINAL. _ `JOSE HE. TH,CLER R ou uty Clerk Date: OU6j -N4- o 10/01/2015 13:49 77246530 PAGE 01/01 NOTICE OF COMMENCEMENT To be completed when construction value exceeds $2,500.00 PERMIT fi: 5TAX FOLION 1ai'a.-SD3^011(9 STATE OF FLORIDA COUNTY OF pq t 11* L.kCACl Thoundersignedhembygimnotha that improvement WD be made to cenain real propety, and in accordance with Chapter713, Florida Statutes, the follovtifl� information is provided in this Notice of Commencement a10� Nt LEGAL DESCRIPTION OF PROP (AND STREEfAODRESS, IFAVAIIABLEr i m m m y no Shor&5l—op2io 111 1 tom_ `� a GENERAL DESCRIPTION OF IMPIWVEMENT:A"Y"—Q£PO'�iv E INFORMATION, IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: j o OWNER n{NRMATIpN OR L�E Name: (_6r/S-Yi.,E• i+sn�{CC�✓ b AddR39,/oan�sA/%ngLleeGa, U 7esrann �ct>'-f__fir/rn y/ Name and address of fee simple ate hOklet (N dtifemnt flDm OwAer gated above):. .I CONTRACTORS NAME: THE PQnQHCACTORY. LLC Phone NO,;_124U"1rd Address: 735a Commercial Chda Unit4D Ft Pierce FL 34951 IChda Unit��Pieme FL 349511 SURETY COMPANY Of applicable, b woyofthe Payment bond Isattached): Name and Address: Phone No.: I Bond amounC LENDER'S NAME:-- �I(�f7 Phona No" Address: (— Parxnns wlthtn the Slate of Florida Neklgnatotl by owner upon tvfivm notleee or other documents may IV yggad as Provided by Section 77313 (1) (!,—_ 7, Florida Statutes: Name: _. Phone No., Address' _ In addition to himself or herself, oweetdos codes of to rcowrc o capy of the Uenara Not as provided h Stutiw1713.13 (1) (b), Florida 5taN(9a, Phone number of person or entity des natedby0umer. Cement: Expiration data of Notice of Comm (the expiration date may not be be re the completion of construction and final payment to the comracmr, but Wdll be 1 yearfrom the dateof recording unless a different date is pecifie�: TSMADEBYTHEOWNERAFTERTHEEXP1RATIONOFTHENOTICEOFCOMMENCEMENTARECONSIDERED WARNUQ112PWNER ANY PAY IMPROPER PAYMENTS UNDER CHAPTER 71$ PART1 SECTION T13 f3 FLORIDA STATUTES AND CAN RESULT INYOUR PAYINGTWtCE FOR TME IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMNIENCEME'NT MUST BE RECORDED AND POSTED ONJHE JOB SITE BEFORE THE FIRST '- "" �—.RGSCEGT1FXVi>`YOU Ih7E,ND TO o6TALN rINANCING CONSULT V ITH "OUR LENDEP f� AN u1T.ORNEY atruNl• wneaENCINC WORK OR _,��, RECORDINQ YOUR NOTICE OF CONMEUCEMENT. Under naltyofperjury,ldlaret at l have read the foregoing and that the tams in Rare fnm(n(he best of my lmawtodgo and benef. StgnatllreofOwnerorLessee,or orLesseo'sAulhodzedOfficedD'uautorMadnerlMonageriAttamey4n.fact Signatory'sTdlerONke The foregoing mshdmentwas aco before me thisW ' dsy of 20 VS Ch iyledged By:. Name of Person*Type of authority utrity (a g, officer, trustee) Party on behalf of whom in umerd was executed. dL Personally knoW 0orproduced li IL0pa4on U;-� Notar/s Signature Type of idenfcation produced —Q CC X'h oMhll9) (PdIZIN gap T:16I)� NeN7ve.aroa gon6'#+cCa OIi��Co ravencomentooex anon .rn _ � / H F 10/02/2015 13:59 ootO21502:56P EVICT • Termite Inspection • Termite Pretreatment • Pest Control • Rodent Service • Fire Ant Lawn Service • Whitefly Treatment • Licensed & Insured (as 77,' ,j3252 PEST PREVENTION I FIRE ANT DATE OF SERVIDE I =' -1 1±C — TERMITE/PEST PAGE 01/02 1-7`72-340-%90 ��Ilyyp.1 T is 772-323-7921 Byq� f Toll Free: 1-877-365-9990 PPs�t Fax: 772-340-5990 Control, Email: Evictabug@gmail.com "r Jnc. 2373 SW Woodridge St. Lic. JB175775 Port St Lucie, FL 34953 Notice of Preventative Treatment for Termites Florida Building Cade (FBC)104.26 and Broward County Chapter FBC 105.=) 'ICE ,II TERMITESERVICE I RODENT EXCLUSION& RtMOVAL 1 YY iit;FLY TREATMENT TIME w `? _. etELOPMENTNAME(PROJECT}, R/ACT0R5 NAME_ CONTACTPERSON J t'L "G.�4iMSPsI1XL 1 C' 4 L -F'd`'� STRUCTUREADDRESS (LOT. -BLOCK) CflY, a TE, 21PCCtlE COUNTY Z a 1,, Pr(^' �Of+ �z& 14 34fITI �TREF78R€9 0 FLOATING 0 MON0ITHIC O CUTOUTS ❑ FOOTER O TAMP &TREAT edREATONLY PROOLLC75 9 ASELINE C3 OTHER ACTVE INGREDIENT �OBY U.129A =WE E49TAM _ 0 DOMINION 21LACTIVE ❑ GARAGE 0 DRIUBWAY ❑RETREAT 000RACARETREATMENT C POOL MC,< 00`HER 0 TAWIDOR SC ❑CORACARF 13 PREM$E 0 GTEM WALUPOOTER$ kMODITION ❑ PLUMBING CUT RUTS ❑ SIDEWALKS ❑IM"DACL/WRm WUNTHRiN ODl2=UMOC?ABORATET7RAHYORATE 0,25% 0,75' U23% US% UDTHEK f,C� - - _ LINEAR FOOTAGE, ONO t RfiEASURED OR VERIFIED FER PLANS JQLWDY CMU19N4 MET *ES 13NO As per 104.21 FBC- If sCB chemical nanferme0wd C.BjM Vf 4'pfaptianoa: The bulding has rmw try me Home DROU M CfAgrkvlNre and Cansn IfINS inane is fo• the final eAedarhaat111eat,'v+Ib'd EIN&L-BD9}Sf3B 0 ELEC"RICAL PANEL 3 WATER HEAT Pmg ,dMT,,,,, - Pev. !duaallemof•CNIaC. _f d -I -/S Dar Data GALLONSAFPUM 5 Cl termte pwenSal i5 used- Ffml eoedar treatment shall be Coarpleted prior to bal building apprava4 etmdefe treae,ent kx thn erewlndon alsubtarrarrean tartnites. Treatment ism aacrdainwhh rues and Taws esteftlmd Serwv (tom Use Pleada.Bullding Cuda,J dMadlisgne — U OTHER •.Tr 9 i Appliatat ;EviCIABug Termite and PestCamrol, 1lc�- On -(!- Cusromar(Pmpedy Owner4rAgeNl 10/02/2015 13:59 Oct 021502:0Sp EVICT PERMIT #:. 77"'7,1)3252 TERMITE/PEST Planning & Davelopmett SwWces siffW tg & Code Regulation ohrisian 73uu vtrglnla Ave Fort Plerc=r M 3498Z 772 462-21n Fax772-462-G443 1-772.340-5990 OF TgRMITE TREATMENT . JOK SOIL TREATMENT PEST CONTROL CONTRACTOR: PEST CONTROL L-ICENSi # ^ We,1he undersIgMW, harebY Irw that we haves pr@t-aaW tth-shave descMbed crostrUctOn For subterranean termites M aj=banae WMI the sandards of the National Pest Contest AssOdad0n. square feet area Chemicals aveamd: � Chemicals used: _ N Q Percentage of solution: • Total gallons used: O L ^ r Date of T ent: ! G " 1 I (i - Time of Treatment, , S Footing 'r 1' 7re3h1'1�1t �aa4nent PW-Trees A�rreat ��ents —� aTreatMent _IPTreatment _Re•Treat �Tt OtFto. for Fine! on w _Re—Tm3t — � 5lgnatumpfSxtprmmahx Note.• rheremusreea f8rrnforeach trcwsrnrr,Cars-ca�bnnoratr<tudsrrnmmustbeontirejah rtremeep�/,u,+urtte6c�rattmteof arxrescttedulea'terwllrlbuamdaon ree a,a.�x FaC104.24CgrtrilraleofP/cta&woften Avrayff nfJbbsftPcadttgbvaw sMaeAe ptom,acer«te T2Wt,ue»zcarbamtas mmsa5 rcgvked p�mYe bnoer7enC�s o"npt� provldhcaG�PYfarthPA6�wt e1�A�tisf,"d�mandr>�U7efmvYlarihebuLff�penrNTfile�, ihpTlae�br+e�X Certihcatesirail proudde d usrtd, iisgltAy of i>Se a�fimro % b'rne atr� a4�e of the br�tt>enC sffe bcalfa'L tnaaa�oy dwrtia,! � Pert niratran and nWbbsrnf�nitons uw. L in r'tlab�•H a verfls�e rrewd of prvWaYusbwbrW7t.�titesYv7idtemi�ltarlelRle7Kwrforterm22pteteADonfsttset,fina%mrfenbrbaetra&xshaU st m� PnM al se Lucre Country tom rove;thee finfilu al inspection }u)r M. a PalmanMlC Sticker to he placed on the elednLal pastel boot cai,er. Ilsting all the treatmettta and dates of apPTx UMM . PAGE 02/92 p.2 Planning & Development Services Building a Code Regulation Division 2300 Virginia Ave Fort Pierce, Fl. 34902 772-462-2172 Fax 772-462-6443 CERTIFICATE of TERMITE TREATMENT CoNSTRUCTXON SCHLTREATMENT PERMIT #: JOB ADDRESS: 6 Z o q .' BUILDER/CON'TRACTOR oLk Fla -i-vr / PEST CONTROL CONTRACTOR: ----A: 4 1WC. . PEST CONTROL LICENSE *: -3 %- I- h dA We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association. SI Square feet if area treated: /r Chemicals used: G itjli JV V- Percentage of solution: d 6 . + Total gallons usD Date of Treatment: Time of Treatment Slab _Footingit Treatment _Sa Treatment !Re -Treat _Re -Treat D 'v _Pools wa n e y 1�' Treatment .1� Treatment — _Da Treat —Re-Treat 0 jer TIA+i rb1 h act 4t) on _Perimeter for Final Inspec�tl'on 151 Treatment �� y _ Re Treat Signature of Exterminador i Note. There must be a completed form for each required treabnent orre-beatment and this form mustbe on the job site to be picked up by the Inspector at time of each inspection or the scheduled inspection will fall and a•re•inspection fee charged. Fshall 2.6 Certificate of protective Tmatmentforprevention of termites A weatherresistantjatsite posting board rovided to receive dupiicate Treatment Certificates as each squired protective b eaeaat C n��ecompleted Treatment a copy for the person the permit is issued to and another copy far the building pee shalt provide the product used, identity of the applicator, time and date of the treatmentsRe location, area hemical used, percent mnrentration and numberofgailons used, to estabrish a verifiable record of treatrnent. If the soil d�emiralbarrier methodfor termite prevention'Is usedfinalexteriorbeatmentshali eted prior to final bullding approval. St Lurie County requires for the final inspection for CO, a permanent Sticker to be placed on the electrical panel box cower, listing all the treatments and datbs of applications, U ti m 'The Onmme Candn;re Compvly� CENTRAI CONCNESPATO ERN11>�IiIIC. j�IlO1NHHIR!IItkRNC FllillBl if l' m IXRN(N:EETE DIBPATDHCR6: Bwtllq�Mdc �JYB1•r101 �� mdAgyDdE fwll E3O0]eq - 6 H D', ".fit` E ..• Ul ®'X. DInpPET: [3151 EBBBt2R A Q MAINOFFICE:4900 S.WY 471h Ava.. pq� I, FL 31,55 PSRCHFAC E4i-113343E 69/Eq/.15 a PHONE; (3D5j 2,2.3260 •FAX: (305) 287.0898 SERVQIG MIAMI-DADE, BROWARD, PALM BEACH) MARTIN & ST. LUCIE COUNTIES 1 THE PORCH FPL'fORv 17356 COMMERCIAL CIR 40 Fit-F.I.RCE IFL 34951 ORDER* 94 L 111STiUCTIONSs EAGLE MAR13H 6209 Springlake Terrace Fort Pierce, 31951 PROJECT! 41r 13M , MRP PAGEI CBJ41 LOT/BLOCKS A 3000 PRPN 4A SLAG FIBERMEBH V4 LIBIM 6. fA0 6. 00 3Hm1ar FIBER341- Cy 16 . PxBuuwanmanueewande * M'� ILrnnrux]RF rtxrorun XgAD :8=iTltl hZ d3iei6 '81AINUTESPERCU.Y0. AIIANED SHORTLOAOCMRGE* ' SLUkP TF73 DEL{yIRyTOTAL_6 CF=. YD6. OF YOUR ORDER FOR CV. YOB, AMOUNT TAX I EROR RBAOBiTABBUFFBRILLP£8FCN31EArtYFW GTiFi1DTFNVppq P�NORiUPIL£ q'/Yry ppRI:REI_ PUL.91 NUPE pFSi(11 6URAP W NHB! YABFRIBI&OER EVJDIMDR OYES DIYJ Ol& ♦ ^1101 •. DAH:7IlB=�'^�- 'BhGD1UR r Is I<V . NUBJE(, TTOTHETERMS, CONDITIONS AUG FRONT AND BACK RECEIVED HL 21'-0AMNO PLIRi6 LISTED ON BOTHTHE to In, ta,d6 bn Fo tbo ImH and ma. n.MER; YDe6: E.Pp.9i1Y.EPNf9 1TWr N, BmWNm•FEPIDIdE. EgWM1WO•DDe2Y 'TC rID� o�MamEAHDaNattracccK `v `z RECEIVED OCT 2 9'205 D OFFICE USE ONLY: ` DATE FILED: REVISION FEE: 7S•nn 1. 2. 3. 4. 4 LOCATION/SITE ADDRESS: PERMIT # IS-0 0 RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGE41A AVENUE N FORT PIERCE, FL 34982-5652 (772) 462-1553 FAX (772) 462-1578 rm APPLICATION FOR BUILDING PERMIT REVISIO: y PROJECT INFORMATION CONTRACTOR INFORMATION: STATE of FL PEG./CERT. BUSINESS NAME: QUALIFIERS NAME: ADDRESS: —7431 .rT CITY: PHONE (DAYTIME): OWNER/BUILDER INFORMATION: NAME: ADDRESS:. CITY: PHONE: ST. LUCIE STATE: FAX: :j V>YM-X FAX: CERT. #: ARCHITECT/EN CCGINEER INFORMATION: 7� NAME: . J r3 C ,, lk - 1 ADDRESS: TW ST ^JD!f' CITY: ¢a/Ware/ STATE: PHONE (DAYTIME): i1 7 - 5�3,2 4 o0S FAX: Revised 07/222014 ZIP: ZIP: SCANNED BY St. Lucie County CONTRACTOR: THE PORCH FACTORY DESIGN CRITERIA: Applicable Codes, Regulations, and Standards 1. The 5th Edition (2014) Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and Specifications for Aluminum Structures, Part I -A of the Aluminum Design Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2005 Edition 3. ASCE 7-10. Wind Loads 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category 1. 2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: Vm.T =150 MPH, VASD =116 MPH Exposure Category, Paragraph 1609.4.3: Exposure C 3. Building Category for Aluminum Structures, Paragraph 2002.6: Building Category I -Screen Room: Non -Habitable, Unconditioned Foundation Design New Tvpe H 4" Monolithic Concrete Slab - 8" x 8" w/(1) 45 Coot 31" overlap at joints on 3" chairs and poured w/ 2,500 PSI concrete. The foundations are based on a minimum soil bearing pressure of 1,500 psf Per 5th Edition (2014) Florida Building Code, Residential Volume, Section 401.4.1 nresumntive bearing pressures. Soil testing is not required. Specifications The following specifications are applicable to this project 1. All work shall be in accordance with the 5th Edition (2014) Florida Building Code, and any other applicable local codes and regulations. 2. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no manufacturer substitution is acceptable without the specific written, signed and sealed authorization of Suncoast Aluminum Engineering, LLC. 3. Screen Material: Design based on 18114 or 2020 Better View. Any other material must be approved. 4. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better zinc plated to ASTM B633, or stainless steel series "300". S. All Self Mating Beam Sections are to be stitched with either 414 screws 6" from ends and 24" center to center or 912 screws 6" from ends and 12" center to center. 6. Where concrete specifications are required, whether in the screen enclosure scope or not, by one or more regulatory agency, the following specifications are applicable: a. Concrete shall conform to ASTM C94 for the following components: i. Portland Cement Type l,- ASTM C 150 ii. Aggregates - Large Aggregate 3/4" max- ASTM C 33 Hi. Air entraining+/- 1%- ASTM C 260 iv. Water reducing agent - ASTM C 494 v. Clean Potable water A. Other admixtures not permitted b. Metal accessories shall conform to: i. Reinforcing Bars - ASTM A615, grade 60 ii. Welded wire fabric - ASTM A185 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after hatching is not permitted. d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Parts 1, 2, and 3 including hot weather recommendations. e. Moist cure or polyethylene curing permitted f Prior to placing concrete, treat the entire subsurface area for termites in compliance with the FBC. g. Concrete shall be placed over a polyethylene vapor barrier. b. All aluminum components embedded within concrete shall be coated with a bituminous paint or epoxy. 7. All flashing and weatherproofmg shall be provided by the contractor. 8. Door location shall be determined by contractor in the field. 9. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. WIND SPEED AND EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSTTE AND GOOGLE EARTH. 0 I N1 txz TYP 2XDJ 0-1 M A_q 2X2DJ L 2x2 SCANNED BY St. Lucie County 6'-8 j" 1 6'-8 j".16'-80 ' 1 6'-81' —+F i-V I) 2x6 2X2 GIRT (Typ) U 2X2-"/ M-- 10'-0" P .. J2•. 4C 0: coo U o V W W W Zui 3 a ZLU Q m LU Z 0y O z Ln Ln Z U LL ; Q 0 0. FW O C to LL CZ U C J N Z O� znem toLU �rummo Q W xF�NN U Z F6Gn^ Z (D �Zm$$�.. En LU 3 sy k' to X2 W � Y a tL F Z 0: W �11. =W_ a M � c.c4 a- ¢�¢ K i�0LL 02f? DRAWN BY AG ST. LUCIE COUNTY DATE DRAWN BUILDING DIVISION 08/10/15 REVISION REVIEWED FOR 09/04/15 REVIEWED BYCOIJQPL�►JCE / rw"a ANU YCXMII sHEEr NO: MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE /fj 1 FASTEN ROOF PANELTO BEAM WI(4)#12 x 4718"SMS W/ ` rr,A,� c) NEOPRENEF YCOMPOSTTE ANEL ' `• WASHER EA EL EXISTING 7 �j ,g� A� 1 (,. •j '3 CO EXISTING HOST WALL G W ~ y.'jyq,'+''aM'-}t.P�+ji,+t,•°`.F',}�c.',y�:iH' I -HOST 2•,O Z �1 [pU. !� t0� 3 EXTRUDED rx3"PB ///VC,1/III iI IPR\\ CHANNEL Wl Ox3/4"SMS r W/NEO-WASHER( a� 16" O.C. PROFS IONAL SEAL I i 1/Wx2"xr EXTRUDED j ANGLE 5052 H32 ALLOY EA 2" x 3" x Dow PB SIDE BEHIND EDGE BEAM W/ • •) (2) 318° DIA. THRU BOLTS �: „.-_-- . "R=`% �' y $" •`' �' '�•ta t .o-"ti4H • • Lu W .,y;��.•:� 1')r�'y`4�"�"rr FD FRONT VIEW r x s sGE Kh. -,. _ �� >.`��L-"C`•??% 'a''t' +''1.s;.S,`vG..,._'!:... h. CONCRETE FD d I 7/LE 2"xr EXTRUDED OR LARGER UPRIGHT .,�,- „;: �.x%' .±'�"`T'.•x" z W Q m ! ANGLE 6063-T6ALLOY EA — •/ WALLKSEr ANCHORS INTO WALL ANCHORS SIDE BEHIND EDGE BEAM W/ (2)318"DIA THRU BOLTS 2"x3"x 0.050'PB #10x ZIA"SELF-TAPPING 11/rx21le"x 117x3"x0.062' WOOD: ALUM RECEIVING CHANNEL (2) IA" x 3" LAG SCREWS J Q v z i 8 (3) #12 x 3/4"SMS EACH ' SIDEPOST 3" COMPOSITE PANEL SCREW@16"O.C. / / W/(4)#12x 3/4'SMS EACH INTO WALL SIDE INTO BEAM O ui H O 2 I CONCRETE: ui W Z — - - _ (2)1/4"x2lWSCREW / ILL. > TYPE MASONRY / 0 W ANCHOR @16"O.C. O WOOD: 1 In LL (2)1/4°x 3° LAG SCREWS PLAN VIEW @ 16" O.C. S COMPOSITE ROOF TO POST CONNECTION S-1 COMPOSITE PANEL TO HOST CONNECTION DETAIL SCALE: NTs S-Z SCALE: NTS A-3 A-3 BEAM TO HOST STRUCTURE ATTACHMENT DETAIL A-3 SCALE: MS � Z U 2 JEu Z oo a Imo s a W WLLss W I�11� REVISON uz W LU ��—� U FOR SLOPED BEAMS, Hann a Z � o c "' 2 EXISTING HOST WALL MAINTAIN 518" SCREW SPACING FROM EDGE OF BEAM Z '3 ug w i�• O In LIJ . u r LL LL 2° x 8"SMB (5) #14 x 3/4" SMS SMB-NOTCH GRADE 0.06r BACIQNG FOR UPRIGHT TO ENGAGEE ALL SCREWS AM 1 518, TYP .. . • •I/ 2°x 3" GIRT SECTION -ATTACHED j 1•Typ TOBEAMW/(4)112"SMS 8�� {� dr 1 x ( In W / • • / `�' UU I s •Ill--- A5 CONT 31"OVERLAP • •I �� I AT JOINTS ON 3" CHAIRS Q 111 z D' 04 TYPEII MODERATE SLOPE FTG W 0-- D CONCRETE: (5)#14x314"SMS I rx4)#14 50•1"SMS ¢ N O J (4)3/8°x 3'GDIDKBET W/(4)FLANG 4"SMS I I EACH FLANGE NOTES FOUNDATION TYPES: p- Ir LL ly ANCHORS INTO WALL 1. THE FOUNDATIONS SHOWN ARE BASED ON AMIN SOIL BEARING PRESSURE FOUND DRAWN BY 112ALUM 1VING 8°z0.0EL WOOD: 5/8°T1P@EDGE 1, 1" I RE ALUM RECEIVING CHANNEL (4)310'x 3- LAG SCREWS I TOF HE SL0PSF. 2 THE SLABIFOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS AND AG W/(8)#14 x 3/4"SMS EACH INTO WALL 4"(MIN)UPRIGHT COMPACTED PRIOR TO PLACEMENT OF CONC. DATE DRAWN SIDE INTO BEAM I I 3. CONCRETE SHALL BE PER SPECIFICATIONS ON SHEET A-1. vuaee BE USED INI WELDED WIRE MESH. 08/10/15 I 5. VAPOR BARRIER NEED NOT BEY INSTOALLED FOR EXTERIOR NON -HABITABLE - CONCRETE FLAT WORK REVISION QQ 11/17/15 S-3 BEAM TO HOST STRUCTURE ATTACHMENT DETAIL S-4 UPRIGHT TO BEAM CONNECTION sCALE:NTS A-3 A TYPE 11 FOOTING sHEErNo SCALE: NT5 A-3 A-3 S A : NTS A-3 I 0 k a N 89'45 07 W Q4428, — — `U 1 St. L° QitQ Date. nttt Approved MIN. SETBACK REQ. FRONT ,25 SIDES (o CNR SIDES REAR 16 I TECH. �...- LOT 346 CERTIFIED TO: Portofino Shares Builders, Inc.; Prime Homes at Portofino Shores, Ltd.; SunTrust Bank, ISAOA; '11 Steven B. Greenfield, P.A.and Attorneys' Title Insurance Fund, Inc. 1 Ril$ard.W. Bussell ` - Professional Surveyor & Mapper Florida Certificate No_ 3858 Signature Date SPRING LAKE TERRACE 52.00' (50' RIGHT -OF -WAN') ASPHALT PAI EA 10.' U.E. N ro 01 n N N 19.28 13.51' �ryj 0.29' PROPOSED S COVERETT Q1TRY 6.0, yfi 6 Y EXISTING FORMBOARDS ELEVAT10N=24.81' m N 26.70' 0 13.36' a O`�acl A� H n LOT 345 LOT 303 LOT 344 Z SET I.R.0 (TYP.) LOT 304 0 I ST. LUCK COUN REVIEWED FOR REVIEWED BY _ DATE OR NO INSPECTION WILL B Boundary. Survey cirmboards) for: Prime .Come BuiCders LED FASTENERS OR ARE THE RESPONSISILT LEGAL DESCRIPTION COHTRR6TOROFREeunu Being all of Lot 345, according to the plat of PORTOFINO SHORES -PHASE THREE as recorded in Plat Book 4Page 40, Public Records of St>' Lucie DEC 2, 7 0ooAY County, Floridid a. - STREET ADDRESS _,.- 6;. - 1� 0 6209 Spring Lake Terrace GRAPHIC SCALE IN FEET LEGEND & ABBREVIATI-ONS CONC. E DENOTES CONCRETE P.B. DENOTES PUT BOO( P.C.P. DENOTES PERMANENT CONTROL POINT QM. DENOTES CONCRETE MONUMENT (P) DEN0T6 PIAT DATA QR DENOTES OFF1pAL RECOROS BOOK C DENOTES CALCULATED FROM FIELD MEASUREMENTS IN & C DENOTES IRON ROD & CAP IQ. .DENOTES PROPERTY LINE PQ DENOTES PAGE (R) DENOTES RADIAL COI. DENOTES CORNER ?IDIVISIONOTES IDENTIFICATION NUMBER P.O.B. DENOTES POINT OF BEGINNING OYES FLOW LINE P.O.C. DENOTES POINT OF ODMMENCEUE14T DENOTES TOPOF BANK LP. DENOTES PIPE ENOTES I.R. [RON DENOTES IRON Roo ENOTES FOUND FOUND U.E. DENOTES UTILITY EASEMENT LB. DENOTES LICENSED BUSINESS PA INTERSECTION DENOTES POINT OF INTELSECTION FINISHED FLOOR ELEVATION W.M.T. DENOTES WATER MANAGEMENT TRACT PTO WATER METER 4� DENOTES ELEVATION (TYPICAL) DE. DENOTES RIGHT—OF—WAY OST DENOTES OPEN SPACE TRACT DENOTES DRAINAGE CASEMENT . GENERAL NOTES 1. The bearings shown hereon are referenced to the centerline of Spring Lake Terrace having a bearing of N8945'07"W, according to the plat of PORTIFlNO' SHORES -PHASE THREE as recorded in Plat Book 43, Page 40, Public Records of St Lucie County, Florida. THESE PLANS AND ALL PROPOGEBb'1 GRUround fixed improvements, if any, have been located and shown hereon. °ARE SUBJECT TO ANY CgRFA'TQK%rid utilities and utility services have not been located on this survey. REQUIRED BY FIELD INSPECTORS THAT k=MAY BENECESSARY Id ot0: By graphic plotting'only, this property is in Zone "X", according to the !': P}Hotl IN§uffince Rate Mop, Community Panel No. 120111CO070 F , effective date June COMPLY..WITH ALL'APPLIf_.'AB COMT- he exact designation can only be determined by an elevation certificate. 5. Reproductions of this map are not valid without the signature and original raised seal of a Florida Licensed Surveyor & Mapper. 6. Lands shown hereon were not abstracted by this office for rights -of -way, easements of record, ownership, abandonment's deed restrictions, or Murphy Act Deeds. 7. Additions.or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or perties. 8. Elevations shown hereon are in feet and are based on N.G.V.D. '29, and are taken from approved engineering plans prepared by this office. rime 9-ume BuiCder St. Lucie county, Florida 345 1 Scale: 1"=20' Drawn by. PCB AMALFIA Rt.(50) Fomboards CONSULTING ENGINEERS & LAND SURVEYORS 2980 SOUTH 251h STREET FORT PIERCE, FLORIDA 34982 CONTRACTOR: THE PORCH FACTORY DESIGN CRITERIA: Applicable Codes, Regulations, and Standards 1. The Sth Edition (2014) Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the Aluminum Design Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2005 Edition 3. ASCE 7-10. Wind Loads 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category 1. 2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: Vm.T =150 MPH, VASD =116 MPH Exposure Category, Paragraph 1609.4.3: Exposure C 3. Building Category for Aluminum Structures, Paragraph 2002.6: Building Category 1- Semen Room: Non -Habitable, Unconditioned 2. The following specifications are applicable to this project: 1. All work shall be in accordance with the 5th Edition (2014) Florida Building Code, and any other applicable local codes and regulations. 2. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no manufacturer substitution is acceptable without the specific written, signed and sealed authorization of Suncoast Aluminum Engineering, LLC. 3. Screen Material: Design based on 18/14 or 20/20 Better View. Any other material must be approved. 4. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better zinc plated to ASTM B633, or stainless steel series "300". 5. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from ends and 24" center to center or # 12 screws 6" from ends and 12" center to center. 6. Where concrete specifications are required, whether in the screen enclosure scope or not, by one or more regulatory agency, the following specifications are applicable: a. Concrete shall conform to ASTM C94 for the following components: i. Portland Cement Type 1,- ASTM C 150 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 iii. Air entraining +/-1%-ASTM C260 iv. Water reducing agent - ASTM C 494 v. Clean Potable water vi. Other admixtures not permitted b. Metal accessories shall conform to: i. Reinforcing Bars - ASTM A615, grade 60 ii. Welded wire fabric - ASTM A185 c. Concrete slump at discharge chute not less than 3" or more than 5" Water added after hatching is not permitted. d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Parts 1, 2, and 3 including hot weather recommendations. e. Moist care or polyethylene curing permitted. f Prior to placing concrete, treat the entire subsurface area for termites in compliance with the FBC. g. Concrete shall be placed over a polyethylene vapor barrier. h. All aluminum components embedded within concrete shall be coated with a bituminous paint or epoxy. 7. All flashing and weatherproofing shall be provided by the contractor. 8. Door location shall be determined by contractor in the field 9. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. WIND SPEED AND EXPOSURE HAVE BEEN DETERMINED USING THE ADVANCED TECHNOLOGY COUNCIL'S WEBSITE AND GOOGLE EARTH. 1X2 TIP 2XDJ o _ h A-4 2X2DJ 2X6 SMs 0 1 in 2X2 GIRT 2X2 10'-0' A �— 6'-8j' 1 6'-8j' 1 6'-8j' Y— 6'-8j' ............. (C : 0, O j r7 Z ti �OQ: qUZ. Z r gip: 1X2 W:(8 2X2 GIRT (TIP) 2X2-/ .I` 10'-0' CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPON$IBIL1T Y OF THE CONTMOTOR OF Rim sA&Wr 1 ! tY W w Z ui 3 a W (' G Z O d En z W LL W 6 a- H O d � LL 7 Z U 0 J C7 _ 2 az� N LU �m aLU LU ry ry U <r^ Z (7 o DZ^ �.. VI Lu ',T r F-Tel 08'10" REVISION A-1 ALUMINUM MEMBERS DIMENSIONS.i, HOLLOW SECTIONS - G N' �� i 2 x 2: 2" x 2" X 0.046" 1/B' xT x B' EXTRUDED /LQ�-•' �.. 2 x 3: 2" x 3" x 0.050" • ANGLE 5052 H-32 ALLOY �C / 2x4: 2"x4"x0.050" 2 x 5: 2" X 5" x 0.050" EACH SIDE W/(6)#14x3/4" SMSINTO THE UPRIGHTS UPRIGHT 118" 2' T EXTRUDED CONCEALED C; �/ O = Z h m LL J U _ _ � (2) 3W DA. CONCRETE x x FASTENERS OR ATTACHM - Dl q.ry7 < SCREW ANCHORS ANGLE 5052 Hat -" -_ Z' U OPEN BACK SECTIONS (2 7/4' CONC. EMBEDMENT) ® ALLOY EACH SIDE 0 ARE THE RESPONSIBILliY `�' `'' Z Ia- u; I x2: 1"x2"x0.040" 1 x3: 1"x3"xO.045" • • • 1•x2'O.B.BASE PLATE-TYP OF THE - �? COHTRACiO 4 OFAECORO •'••••••• SNAP SECTIONS 2 Snap: 2"x2"x 0.045" ..4'. '; a. • :, �. °u oA euemmusxr e1, ��/ is //// \� x2 °';' 5a MIN EDGE I //( pR \ 2x3Smp: 2"x3"x0.050" eDISTANCE FROM ex.�uix III11 )) 2 x4 Snap: 2"xb"x0.045" SLAB/FOOTING 4r *' EXTERIOR OF 212"x 10x GIRTOR PURLIN L SEE PLAN "4 Ikk^•• '� '. !• .•a COLUMN TO OUTSIDE WIDTHt 12" x BEAM DEPTH PROFESSIONAL SEAL SELF MATING(SMB) EDGE OF SLAB OR UPRIGHT DEPTH -12) I I ! 2 x4 SMS: 2"x4"x O.044"x0.100" - SIDE VIEW ALUM BACKING PLATE I I 0 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" CAP SUOFNYOCK (A I w Q 2X65MB: 2"x6"x0.050"x 0.120" UT JAM NUT -IN LIEU OF NYLOCK w Z W 2 x 7 SMB: 2" x 7" x 0.057" x 0.120" (2)38DA CONCRETE JAM NUT, JAM NUTw/ n' 2X8SMB: 2"x8"xO.072"xO.124" SCREWANCHORSNHTOCKOER MY BE USED Z SMB: 2"x9"x0.072x0.124" (274CONC. EMBED) TN T-DO GONTAC2x9 w < !' 2"x10"xO.092"X0.398" NOTOVER-TIGHTEN2xlOSMB: I (4)t10x 117 SMSINTO o u Ir R SCREWBOSSES I Q Q$ i MINIMUM FASTENER EDGE DISTANCE: 12" -7 - - MEMBER I Z 0 N i MINIMUM FASTENER SPACING: 3/4" ^- / - 0 2 a `. a + I I u N Z CONCRETE SCREW ANCHOR: �, .. x 1"xT BASE PLATE ANCHORED ` .4 I I SIN4PSON TITEN HD OR EQUIVALENT TO CONC W/ 1/4" CONCRETE SNAP OR SELF -MATING BEAM ILL. > 0 SHEET METAL SCREWS(SMS): SLAB FOOTNG ,a / � ,, SCREW ANCHOR (MIN. 21/4" x d EMBED) 6" MAX EACH SIDE OF ONLY 0 w p ITW /BUII.DEX OR EQUIVALENT SEE PLAID d' POST AND 24' O.C. MAX n. N LL FRONT VIEW - ©PURLIN OR GIRT TO BEAM OR POST DETAIL - A_2 2 SCALE NTS _ B-1 " X 8" SMB UPRIGHT TO CONCRETE DETAILS A-2 SCALE: NTS Z U C G J - N J 0 m P O.B.2x FASTENED TO CORNER Q Z a POST W/#12x 112•SMSAT 6'FROM POST 0$ F-. zmom g 1Ai'x2°xT EXTRUDED x2" TEXTRU-32 TOP 8 BOTTOM RAILS. TYPICALLY(9 V) W Eug W ANGLE YEA SIDE I I I 24 O.C. w W I 1/8'x 2" x 2• EXTRUDED ANGLE 5052 G W n m U Z €¢nn CORNER POST Ha2ALLOY EA CORNER W/(2)#14xT Z C7 ^•^r o UPRIGHT I� I I SMS INTO POST 3(1) 3Ar DIA CONCRETE SCREWANCHOR INTO m3m Z m z CONCRETE {A w ® I 1"x TO.B. BASE PLATE-TYP (2)#10x 112"SMS THRU SCREW BOSSES -- i iu wn eoxe _ 21/4•NCONC U,..uznoxF.remuexr .w mANCHOR WOOD:Sd EMBEDMENT MIN EDGE DISTANCE FROM#10 x 3' WOODSCREWS,6' SLAB/FOOTINGSLAB/FOOTING . s - EXTERIOR OF COLUMN TO FROMGIRTS(c?1TO.C. SEE PLAN !.4' Cn SEE PLAN OUTSIDE EDGE OFSLAB CONC: 1W DIA x 3' CONCRETE • w SIDE VIEW SCREW ANCHOR 6" •SIDE UU (7)12. OIA THRU BOLT w/NYLOCK I FROM GIRT 24. O.C. (4) #10 1 12" INTO VIEW Q Y JAM NUT- IN LIEU OF NYLOCK JAM NUT, JAM NUTw/THREADLOCKER x SCREW BOSS �2� CORNER POST W/1"xT(� Q U (2) 3B" DI0. CONCRETE MAYBE USED (4) #74 x 3/4' SMS BACKSIDE Z SCREWANCHORS I (2 7/4• CONC. EMBED) TIGHTEN TO CONTACT -DO NOT OVERTIGHTEN - - INTO POST I I 3I8'x LENGTH AS REQUIRED w w moo_ d °n I FOR 21/4' EMBED CONCRETE I ••-3 U) F- V 0 - - - - - - SCREW ANCHOR INTO - CONCRETE n CC O K t7 N OLL LL _ l'x T BASE PLATE • ♦. 2' x 2" OR T X 3' HOLLOW ANCHORED TO CONC W/ IW CONCRETES(MINREW'�EMCBED) •• .a! DRAWN BY a,. •. ', .• 'l 1'x2'BASEPLATEANCHOREDTO CONC W/1/4'CONCRETE SCREW I SECTION GIRT POST 6'MAX EACHAND 4 AG SLAB /Foonrc '• ANCHOR(MIN. 11/4"EMBED) 24"OF AN02ao.c.MAx DATE DRAWN �-' SEE PLAN 6'MAX EACH SIDE OF POSTAND 1'XT '•s; 08/10/15 M 24"O.C. MAX REVISION FRONT VIEW' '«; a a • FRONT VIEW RE u 0 B "x 4" OR LARGER UPRIGHT TO CONCRETE DETAIL " 1X2 TO HOST STRUCTURE DETAIL CP-1 1 sHEEr NO: A-2 SCALE: NTS A-2 SCALE NIS CORNER A-2 POST TO CONCRETE DETAIL SCALE: NTS n _2 I x i E H015T EXISTING z � EXISTING HOST WALL U - (4j#72 %47IB"SMS W/ WALL Z�• NEOPRENE FACED � WASHER EA PANEL ti.-.+S�'••� ._,(yr• ��.4F�_ �,,,,,.4y y.$' 3'%0.0GT EXTRUDED RECEIVER CHANNEL W/(5)#10x3/4"SMS Yx3'PB / ���,..•+'<-�'t: -w'•�^ >���ri',p2"r:' •�u�tiVc+ � WINFO-WASHER@7G'O.C. PROFE . ... �:J .ifl �:�S`�✓ __ ___ / 3"COMPOSRE PANEL ROOF �:v'„ti4�•t.,.-.-e` �&F1'"�Pa-:r�`'f`.z �; -- •,=+ulvp���t'!}'•''">7�F'.^-x", • •) 3"x O.OGYALUM • RECEIVING CHANNEL �{=h�,,4,�, ';Lr.. � y ���1�<';>'��r.,' ���' .',<-•_ �%' r ' ______ CONCRETE: W/#12x 3/4"TOP AND z 1B'ALUM .'+' (2) t!4' x 3" QUIpK$Er BOTTOM AS END CAP ANGLE W/ (0) #,2 x 3/4"SMS EACH SIDE ANCHORS INTO WALL (2) 3B" OIA I I THRU BOLTS #10 x 3!4"SELF-TAPPING 7 ,? x 2,/B" x i 12" x 3'x 0.06Y ALUM RECEIVING CHANNEL (2) 7!4" x 3" lAG SCREWS 2"x3"x 0.050"PB 3"COMPOSRE PANEL SCREW®76"O.C. W/(4)#72x3/4"SMS EACH INTO WA 6 : 0 LSEAL >¢ C W W Z W 1 c W qo z J Q V LL Q w i Z O w 2 0 w c Z u G W W Z LL > p IW O a IL to LL j 'v. c z c ¢. u Z ¢ U � 2 �J 0 Qzo � a w -LLss € p w U Z z m� 2 N W M t-- 9 c LL C x 3 z c LL S N c N W LL LU ¢ 0 Q W f Z 0 z U}a W w W (0 d n U) � m o20 D_� d K O LL DRAWN BY AG DATE DRAWN 08/10/15 REVISION 1 - 8 9_3 Lrn L L'MKE DYN L 1/B" x 2"x 2" ANGLE 5052 • [lM' GqWNCO C SLAB/FOOTING ld E EWSEE PLAN a. '. ° d 4� SIDE VIEW (1) 3/8" DIA. CONCRETE SCREWANCHORS (2114" CONC. EMBED) C b ' 7'•. aim;' � cc E W c z w � a W LL z Z 0a O W 2 O 'z LL W W Z = 3 LL ; ap 3 OC C. F O f N LL d M Z �J� a Z_ o $LLJ J LL k x. N K �8� 4x3/4"SMS Q LLJ xcx z C DJ u z 03=� Z rir 1=i1 w 2 n ? c LL WK n0 ATTAruueua I a RESPONSIBILR OF THE RACTOR OF REDORD ,. i" x 2" BASE PLATE ANCHORED TO CONC W/1I4" '. CONCRETE SCREWANCHOR a , (MIN. 11/4"EMBED) 4n •° 6" MAX EACH SIDE OF POST l L AND 24"O.C. Nm 6"' ' 4• FRONT VIEW DJ"1 DOOR JAMB TO CONCRETE DETAIL FILE A-4 SCALE: NTS N e LU u W W u � Y e o gW Z it W_ LLJ 1 �NPL I'L 08/10/15