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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE US ONL . y'>3ad�a l Fee Due: Receipt# ALL Pi IF0 MUST BE COMPLETE & FILLED IN TO BE ACCEPTED IN S St. Lurie County Building and Zoning O. ! 1� 2300 Virginia Avenue Lt �1• • D �,;;r j Ft. Pierce, FL 34982-5652 SCANNED ., . 772-462-1553 BY St. Lucie county APPILRCATION FOR ALUMINUM STRUCT UPS PEl ` T PROJECT INFORIVIATION 1. LOCATION/SITE ADDRESS: 9320 Scarborough Ct Port St. Lucie, FL 34986 2. PROJECT NAME: 0 win SITE PLAN NAME: Q UJ-t n -. PROPIERTY TAX ID #: 3322-507-0016-000-9 ^. LEGAL DESCRIPTION (attach extra sheets if necessary) -PODS 12 and 13 PUD 1 At The Reserve Scarborough Estates 5. PLAT 4 5 —1 3 6. PAGE 7. BLOCK S. LOT BOOK NO. 11 NO. NO 9. PARCEL SIZE: ACRES/SQ FT. T DIMENSIONS 10. SETBACKS ( CTUAL) F1 ONT BACK: RIGHT SIDE: LEFT SIDE: �'c'7� �` 11 cfeJd�tOn v`�e0. s It. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE) N=New SG = Slab on Grade TYPE OF CONSTRUCTION A= Addition SR = Raised Slab DIMENSIONS SQUARE FEET OF R = Rebuild WD = Wood Deck CONSTRUCTION ❑ SCREEN ROOM ❑ NEW ❑ EXISTING X ❑ CARPORT(PATIO ROOF ❑ NEW ❑ EXISTING X HABITABLE GLASS ROOM ❑ NEW ❑ EXISTING ; X SUNP,OOAiI ❑ NEW ❑ EXISTING ❑ SHED ❑ NEW ❑ E)USTING X X1 POOL ENCLOSURE N S� W❑ EkZSTING 2 7' X 3 7' 999, I 1-1 NI )=ROOF OVER � 1-1NEW❑ EXISTING X � ❑ ROOF SYSTEM OVER ❑ NEW ❑ EXISTING 1, EXISTING ACCESSORY STRUCTURE ❑ OTHER: ❑ NEW ❑ EXISTING X ❑ POOL FENCE Linear feet TOTAL SQUARE FOOTAGE OF CONSTRUCTION 9 9 9 ' 13. VALUE OFCOi*T5TIRUC�')(OI�T: $ Qi, 86 _ 00 The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted PRIOR TO FIRST INSPECTION. ia'.LCIDSI'�OPmNO.:001-03 Rzi,.3%I/2009• Dwl HER 11M t ((1�����®� NAME: VA/V l C I 9,� ADDRESS: CITY: _ STATE: ZIP PHONE (DAYTINT IE): EMAIL: FILL IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE: FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP PHONE (DAYTIME): ( ) CONTRACTOR R lF®f1aMATION !/ STATE OF FLORIDA REG./CERT #: RX 1 1066919 ST. LUCIE COUNTY CERT #: 4763 BUSINESS NAME: Pioneer -Screen Co. Inc. II QUALIFIER'S NAME: Michael Newman ADDRESS: 1682 SW Biltmore St. CITY: Port Saint Lucie STATE: FL ZIP 34984 PHONE (DAYTIME): (_) FAX NO. email: ARCHITECT/ENGE iEER: Do Kim & Assoc. ADDRESS: CITY: Tampa STATE: FL ZIP 33 6 7 9 PHONE (DAYTI1VIE):Q 1 3 )8 5 7— 9 9 5 5 NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC, PLUMBING, AND HVAC ZOMU O REQltDORE9lh IENTS All such structures will be subject to the requirements of the ST. LUCIE COUNTY LAND DEVELOPMENT CODE. ❑ 2 scaled plot plans showing lot size, dimensions of existing host structure, and proposed aluminum addition. All setbacks including front, side, rear and distance between adjacent property structures in MH Parks shall be indicated on the plot plan_ ❑ 2 sets of color photos for all storm damaged areas to be reconstructed. One picture must include house address number for inspection verification. ( not required for construction unrelated to storms) Olt.77 SECTION TOWNSHIP RANGE NIAP NO9 J ZONING LAND USE V`. �� LOT CVG % Additional Permits Required 1 REPORT CODE BIMS FEE MISC FEES TOTAL FEES FRONT PLANS VALUE OF CONSTRUCTION REVIEW COUN R ZONING SUPERVISOR EXAMINER VEGETATION USING ICC TABLE DATE u COMPLETE e6 s INITIALS CERTIFICATION: This"applicat3on is hereby made in order to obtain a permit to do the work and installations as indicated, and to obtain a, certificate of capacity, V applicable, for the permitted work. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 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. NOTICE TO APPLICANT: N THE EVENT IT IS NOT YOUR RIGHT TITLE OR INTEREST THAT IS SUBJECT TO ATTACHMENT, THE APPLICANT DOES HEREB Y MAKE A GOOD FAITH PROMISE TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT, AND DOES SO AS A CONDITION PRECEDENT TO THIS PERMIT. I. If utilizing the AAF Guide to Aluminum Construction in High Wind Zones, I the Contractor/Owner Builder hereby certify' that the components being used, fasteners type and fastening pattern meet all the requirements for the designated wind zones established by the county and take full responsibility for complying with the submitted design of the structure being permitted. 2. I further certify that all the foregoing information is accurate, that no work or installation has commenced prior to the issuance of a permit and that all work shall be performed incompliance with all applicable laws regulating construction and zoning in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, and HVAC, etc., not otherwise included with this building permit application. 3. 1, the Cont ct r / Own Builder, have verified that the existing foundation m is the requirements .of the Engineer of Record an is i adequ condition to withstand the uplift and weight of the alu um strut re and said structur 11 not egecl t fo print o t e structure that was in existence prior to removal by t torms. � � CO OR CONTACTOR SIGNATURE STATE OF FLORIDA COUNTY OF L_ l l _ ► 2- The foregoing instrument was acknowledged before me me this day of J 1L )y , 20 by h i [,h a e_1 N 2►-JvYNa.n who is personally known v to me, or who has produced STATE OF FLORIDA Q COUNTY OF J� ' I— (.� C i { The foregoing instrument was acknowledged before me _t1K me this 1 5 day of 20 t , by who is personally known �me, or who has produced as idenurii ation. ^ as identification. �GZ ,+ WJ!� SEVOR Y 3 WALLACIM Signature of Notary _ BE!/E�$Ll' MALL M COlt!itUlISSIOPI # DD83530� azure of Notary Yoltk'v'�L' li�/1PORTAI`IT NOTICES: , FIR S iVovember 03, 2012 y9 ; * MY COMfiAISSIOfV # DDE Flon'dallotaryseivice.com •?'o;: :`'` EXPIRES November 03, TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOT AR 98PI'�=t�PP;iF BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR, IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION, TO SIGN THIS APPLICATION & THE OWNER/BLDR AFFIDAVIT. A ALL SIGNATURES ON APPLICATION SUBMITTED SHALL BE ORIGINAL, SIGNED IN INK. COPIES, FAXES, OR STAMPED REPRODUCTIONS ARE PROHIBITED. ® WHEN A PERMIT IS AVAILIBLE FOR ISSUANCE BUT IS NOT PICKED UP WITHIN THIRTY (30) DAYS AFTER NOTIFICATION OF AVAILIBILITY, IT WILL BE VOIDED. IF THE APPLICATION IS RESUBMITTED, AN ADDITIONAL FEE WILL BE CHARGED. PLAN "VMW SPECIFICATION CHECKLIST PLEASE PROVIDE ONE OF THE FOLLOWING: ❑ 2 Sets of Detailed Plans: Dated, Signed & Sealed by an Engineer or Architect holding a Florida State professional license. ❑ 2 Sets of Detailed Plans: Designed in accordance with the AAF Guide To Aluminum Construction in High Wind Areas. ❑ 2 Sets of Detailed Plans: Designed in accordance with any Approved Manual per fs-489.113. (I) ANY PLANS SUBMITTED WITHOUT COMPLYING WITH THE FOLLOWING SHALL BE RETURNED WITHOUT APPROVAL. ALL PLANS MUST BE IN INK AND ANY NOTATIONS IN PENCIL WILL NOT BE CONSIDERED A PART OF A SUBMISSION. • All plans must be legible and must be designed in Architect's Scale on pages which are 81/2" x 11" or larger. • All relevant tables & details, if using a manual, must be properly highlighted and must match design checklists & drawings. • The plan view must include all dimensions; the location of the host structure and all materials must be sized and identified thereon. • All elevations must be shown, including 4t' wall detail, dimensions and all material must be sized and identified. • All primary and secondary carrier beams, spans, spacing, gauges must be shown [Example: 2" x 8" x .072"]. • All methods of fastening or other details which are relevant to the design must be identified on the Plans. • All upright column heights, sizes, spacing and gauges must be shown as follows: [Example: 3" x 3" x .050"]. • All chair -rails, roof purlins, girts, channels, knee -bracing, k-bracing, cable bracing or any other required component must be sized and identified. • All.ridge beams and super gutter or fascia attachments must be identified. • All roof pans or composite panels, with gauges and spans, must be sized and identified. • All footing, slab and ISO pier designs must be on the plans, per the Architect / Engineer's plans- & specifications. • All light metal alloys which are utilized shall be designed in conformity with the Florida Building Code of 2007, Chapter 20, including 2006 revisions. • Barrier 'railings, if utilized, shall have all materials, fasteners and height specified and shall have self -closing, self- . catching gates with picket spacing. (II) SITE CONSTRUCTED SHEDS, HAVING ANY ALUMINUM COMPONENT, SHALL MEET ALL OF THE ABOVE. REQUIREMENTS AND THE FOLLOWING ADDITIONAL ITEMS: (A) 2 copies of the current product approval [i.e. N.O.A. or State of Florida approval] with the proposed "opening" or cladding component highlighted and with fasteners and design pressures, per FBC 1714, clearly identified. (B) 2 electric schematics, in accordance with the N.E.C., if applicable. (C) Design pressures, per ASCE-7, identified on the openings of all Plans. (III) HABITABLE ROOMS/ADDITIONS DESIGNS SHALL MEET ALL OF THE ABOVE REQUIREMENTS, EXCEPT AAMA SPECIFICATIONS, AND CHAPTER 13 OF THE FLORIDA BUILDING CODE. (IV) SUNROOMS (as defined in R202 and FBC 2002.6) MAY BE CONSTRUCTED, SO LONG AS THEY MEET ALL OF THE ABOVE REQUIREMENTS AND MUST BE IN STRICT COMPLIANCE WITH AAMA/NPEA/NSA2100.02 AND MEET THE FOLLOWING ADDITIONAL ITEMS: (1) The designer or engineer will state on all Plans, which Category of Design [3.1.2] will be used, inclusive of the definition. (2) If designing a Category 4 or Category 5 structure, as defined in the current Edition of 3.1.2.4 and 3.1.2.5, proper energy calculations and long form equipment sizing calculations shall be required, pursuant to Chapter 13 of the current State of Florida Building Code. (V) MOBILE HOMES (FAC 15C-2.0081 - FAC 15C-2.0072): ALL STRUCTURES ADJACENT TO OR NEW ROOF SYSTEMS (Pan or Composite) OVER EXISTING ADJACENT STRUCTURES TO A MOBILE HOME SHALL REQUIRE: (a) A 4`h wall or a current, signed original manufacturer's attachment approval letter which includes the model number, serial number and current owner's name and street address. (b) That the complete guide to H.U.D. specifications be strictly adhered to. ' (c)- A Certified Florida Engineer may design the manner of attachment of the proposed structure to the host house but shall assume full responsibility for both structures' integrity by site specific documentation. U7ER: RECORD'U4C—RETURN TO: ( .JOSEPH E. SMITH, CLI_r_,'DF THE CIRCUIT COURT Pioneer Screen Co. SAINT LUCIE COUNTY 1 FILE # 3633502 09/30/2011 at 10:49 AM 1682 SW B] 1 tmore St. OR BOOK 3328 PAGE 941 - 941 Doc Type: NC Port St. Lucie, FL 34984 RECORDING: $10.00 �7 PER MITT NLiMEM: NOTICE ®��F vETM �T -_ The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713. Florida statutes the following information is provided in the Notice of commencement. FA x DESCRIPTION'�F PROPERTY (Legal description and street address) TAB FOLIO NUMBER: S�.JB Dii6'3S1[ON _-501 CIA,- ( CD _cl BLOCK TRACT LOT BLVDC UNIT r 1 Aer4e - _ C berm -GENERAL DESCRIPTION OFiivVRO ETT: Installation of aluminum a Screen enclosure 3. OWNER INFORMATION: a. Name AU A (T 6—,". A b. Address���� i�b(OI�G,i ���- d. Name and address of fee'simple titleholder (if other than interest in property "c...i n W( 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUN[BER: 'Pioneer Screen Co. Inc. II 1682 SCn1 Biltmore St Port St Lucien FL 3 772-340-4393 5. SUI"ZETY'S NAIME, ADDRESS ANIID PHONE NUMBER AND BOND AMOUNT: 6. LEK DER'S NAME, ADDRESS Al 4IlD PHONE NUMMER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 8. In addition to himself or herself. Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b). Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) �0 JVARKINI G TO OWNER: ANY PAYMENTS MADE BY THE 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 Ii\1 YOUR PAYING TWICE FOR 1MPROVEMENTS TO YOUR PROPERTY A MnT7f C nL Suguacunre of Owner or Owner's Authorized Oft¢eer/iDi'rector/1Partner/1�[ianager �C Print Naive and Provide Signatory's Title/O Trice State of Florida County of j+ • Luc i The f oing instrument was acknowledged before me this 5D day of t3C,-Y, . �0 By. % 1 n �I.c) en as (Punted name of person signing above) (Type of authority... e.g. Owner, officer. trustee. attorney in fact) For (Name of party on behalf of whom instrument was executed) Personally Known of roduced the 1tg Lglne_of.IID� o�PerPra t�v� B L�9 8 WALLACE ` 1^. o �,, = Q` MY G0 " , ISCEOIV 8 DD835305 `J"a't-+-, ' wX'; ;doGV.crnbor 03, 2012(Printed Nam ofNotary Public «s ;wcocom (Si tureofNolic(407398.0183 ri,,- Under penalties of perjury. I declare that I have read the foregoing and that the facts in it are true to the best of my knowledand belief (section 92.525, Florida Statutes). ge Signatur*s) of Owner(s) or Owner(s)' Authorized Officer/Director/partner/Manager who signed above: �By Rev 00130/2007(Recording) (Signature) (Printed Name) -, DELTA ANGLE L - ARC LENGTH CATV = CABLE TV C.B. = CATCH BA31N C.B.S. Ct. - CONCRETE E3LOCIS .7c STUCC,() - CENTERLINE CONC. - CONCRETE COV. = COVERED D.E. - DRAINAGE: EASEMENT ELEV. = ELEVATION E.O.P. EDGE OF PAVEMENT E,O,W.­ = EDGE OF WATER r.F• rINISHT_'D FLOOR FND. = FOUND R.P.E. - FLOOD PLAIN EASEMENT F.P.L. = FLORIDA POWER & LIGHT L.M.E,. - LAKE MAINTENANCE EASEMENT L.S.S. - LANDSCAPE AND SIUNAGE EASEMENT M.H. - MANHOLE MON. = MbNU14ENT- N:G.V.D*. _ NA'9T16NAL: GEODETIC VERTICAL DATUM AI.R. = NOT RADIAL. O.E. " OVERHANG EASEMENT B.Z.T. = BUFFER ZONE TRACT C1.M.E. = OvoNAM, Ir'&Ill'fkP+1AAICL' EASEMENT OAS, =r OFFICIAL R( C(111U pOO;f O/S = OFFS;E T O.S.T. OPEI•I SPACE TRAC"I. PLAT DOCK F.C. = POINT OF CURVATURE. P.C:P. - PFRfrEANENT CONTROL POINT P.D:E. = PRIVATE DRAINAGE EASEMENT P.G.E. - PRIVATE GAS FAISEMFPIT P.K. - PARkEII ICALON NAIL. P,0.8. = POIIqT OF IlEGI1til�I1d1� F.Q.C. = POINT OF COM? 11CI:MEIe+T' P.P. - PON,P► FI POLE F.Il.idl. m PERMANENT RCF'ERENCr MONUta1EN'r PROP: = PROPOSED P.T. = POINT OF TANG..VNCY P.U.E. r PRIVATE UTILITY EASEMENT R RADII 1;: RAD. = RADIAL R/W = RIGIFF-OF-WA`r SAN. - smrrARY S.©.T. = SOUTHf RN DELI..- TELEPHONE S.F. - SQUARE FEET 1-0 1, 10 T.O.D. = 'TOP OF BANK, i YP. - TYPICAL. - U/C - UNDER CONSTRUCTION U.E. U.L.P. - UTILITY EAS MENT = UPLAND PRESERVATION U.L.T. = UPLAND TRACT - WATER MANAGEMENT EASEM194T 1N.M.T. = WATER MANAGEMENT TRACT 0 - SET 5/8" IRON ROD WITH CAP N0. LU 6674 % = FOUND 5/6" IRON ROD WITH CAP No. LEI 66T4 IlI1 a FOUND PERMANENT CONTROL POINT l_\ _ SET P=K NAIL WITH DISK I40. L6 6674 FOUND P-K MAIL hlo. LB 6674 -= WATER SERVICES = WATER VALVE QP =SANITARY GERVICE - FOUND PERMANENT REFERENCE MONUMENT 66'T4 0"n4" CONCRETE MONUMENT) w EXI5TING ELEVATION IN FEET 0.00 > = PROPOSED ELEVATIONS IN FEET -- � DRAINAGE FLOW INDICATOR L RAITS OF PLAT -- e = SET 5/6" IRON ROD WITH CAP WITNESS CORNER LB 196674 ® MY OFFSET O a SET DRILL HOLE 0 - ELECTRIC SERVICE 0 = CATV = LIGHT POST l3r= FIRE HYDRANT SCALE: I" - 30' UNPLATTED ��' WARRANTY i DEED ° a O.R.B. 1140, PGS. 1945-1998 tia�.. 4 ,r ,. �<4, pia �}0M,BTO; d.Se'� s F.F. ELEV. _ 8.22' 1' , 1 a � LIMITS OF PLAT rr ,Ij ti• �Iwc3j R=800.00' / \ t. r V-13 um- taw - a i 5URVEYQR'5_. ~ Eo T: I. THIS SURVEY IS PREPARED FOR RICHARD JONES CONSTRUCTION CO INC. AND IS NOT ASSIGNABLE. 2. THE LANDS, SHOWN HEREON WERE NOT ABSTRACTED FOR EASf:MI:N'I.4 ANT)/Oft RIGHTS -OF -WAY OF RECORD 13Y TI.115 OFFICE. 3. VISIBLE ENCROACHMENTS ARE AS SHOWN. 4. DESCRIPTION FURNISHED BY CLIENT. 5. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARI, NOT HECORDEp ON. THIS SURVEY THAT MAY BE FOUNT) IN THE PUBLIC RECORDS 01" Tl°1Ia COUNTY. G. THIS SKETCH IS THE: PROPERTY OF ARC;ADIS AND SHALL NOT i)C REPI(O UCED IN WHOLE Oil PART WITHOUT THE FEVNIIISSION OF ARCADIS IN WRITING. T. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF LOT 11 i WHICH BEARS S 35"5418" E AND ALL BEARINGS ARE RELATIVE TVERETO. B. ALL DIMENSIONS RELATING TO TFfE BOUNDARY AIM ITS LOCATION A IE MEASURED AM ARE THE SAME AS PLAT/DEED DIMENSIONS UNLFSS OTHERWISE: NOTED, 9. ELEVATIONS SHOWN HEREON ARE BA ;1:•;D ON N.G.V.D. ADJUSTMrNT OF 1929. 10. LANDS SHOWN HEREON LIE WITHIN ZONE X ACCORDING TO THE FLOOD INSURANCL RATE MAP PANEL. NO, 120205•-02T7, DATED AUGUST 19, 1991 11. UNDERGROUND IMPROVEMENTS INCIAX)ING FOUNDATIONS AND i,PTII_I rli_S HAVE: NOi I3f:E1. LOCATED UNLESS NOTED OTHERWISE. 12. DATE OF FIELD :iURVEY: NOVMFIER OF,, 2006 RTIFI4�1 �(J MAY 21, 200-T IMPROVEMENTS, IF ANY, ARE AS LOCATED. NOT VALID WITHOUT THE SIGNATURE ,AM) THE ORIGIMAI_ RAISED ' EAL Or- Al FLO'IIDA LICENSED ° b of _$YOR AND MAPPER. MICR 'f . K Y LODT_IE.,lCLYK , PRO ESSIONAI. SURVEYOR AND [vVJ >ER i FLORIDA REGISTRATION NO. 5"064 MIN. SETBACK REQ. LOT 12 FRONT�� SIDES CNR SIDES REAR ^^ TECH. DESCRIPTION: BEING ALL OF LOT 11, ACCORDING TO THE PLAT OF PODS 12 AND 13, I?.U,D. I AT THE RESERVE SCARBOROUGH ESTATES, AS RECORDED Ifs PLAT BOOK 45, PAGES 13 AND 14, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. —l'm'1lPrmhrta\66Qde¢9\9G38\Cri9\A.OT skWEYS\§G3&LSI4lnp 8MIW0137 1233,27 MI EDi CLIENT: RICHA D JONES CO ST. cos, me 1l iit' - 1 �L �'A UN - 1 AI C Se D I� fE smalrissf v E°d,SPsUPRO �JalrltA�vC>c�� 590 AlW FOGGOck (561) STQ-1700 Floulsvord, Spite 9, Pori Si. Lucie. FIDI'* 34986 Pon: • (561) 876-• 1802 , am&. hlev—paloh n—inc.catn REVISION FR/PG BATE BY CK'D DATE:7-20-05 FORIABOARD TIE-IN SURVEY 2 ,1­06 JDM By:,,LINM FINAL TIE-IN SURVEY 11-08-06 SDM SOM CWD: SDM UPDATE SURVEY SURVEY 5-21-07 JS JDM F,El.: SCAR-1 PG:63: ; f -- -- - -- - - - -- - --- ___ f�.-•,ten DlViSlu: I -- - --- - ItEI' Ei�'EI) FOIL COP �' i NCE . ._i.RcoF L�rt - - - - - - - REyIEWFI B 'Pa ! _ _ , ` �r�► _ _ DATE �Iti�T BE KEPT ON J0 13 T kN o Q� PLANS Al. D ---- - ----�K-NO--- ________ _A0P-OF_...... - - _- _- 5c2EEaf} CO YEON .Kl P. -: - FLA_ L.M.MaJM 97.BE - 4 4 # � 2 � - - - -- - D� KIM -B< ASSOC:; LL � ) - _ - .. r r 3 BEAM STITCHING SCREWS (SEE. TA _ M .!'... ,. ,. .._ EAVE RAIL. - CORNER - _ , _...... . -� - - - ' SPLICE PLATE"(EACH SIDE ❑F' BEAM) ..T - - - SCREWS-- - - .. - - 5052-H32 ALLOY -OR EQUAL, 1/8' THICKNESS .- . __ "- - GI TOTAL) - #12 x ;- _ /..._ .._..`-., .. - -- -- - c.._..-.._ _ .: - -- ----- EQUALLYC(TYP') S.M.S'AS SHOWN C MIN. N:-_•.,. - -- - - -' - - - - - �/ ^A - - - ,... 1• x..2' O.B.'-., :.:: � .. --' -..ram_. ,.. - -- - ...- _..._.: - .. - .:� v. _. .-- &�AD>OCI K� M�L_C _. - - PATIO SECTION PLATE EDGE DISTANCE & - A A A -- • - - -. C-C FASTENER SPACING) + C, ' - - -- - ' - . o,.._.. 6'k 5` z 0.050 ' '- :' - - - -.... ... ..-- - - - - - _ _ _ .. _ - .. ... ._ ...- -- - - -' - � - CONSULTING' COLUMN-- 3 0 ° - - 6063-T6 ALLOY PLATE. - MN - STRUCTURAL_.- -� �} - t,,•f - CONE SIDE) OR STRONGER - _ENGINEERS i /i K-BRACE �� .. _... _ eFrlL - _ - i .1 -� i.•. . - _ -'-- --3'-x 3' x 0.050'JMIN, 6063-T6 ALLOY - -- - - _ -- - - -- -- - -- -._ ._ .._.� _. .. �.y ------ - --- ----- --- -----_-_- --- =----- ---'--PO Box 10039- - PLATE OR STRONGER CONE SIDE) WITH. 2x3xDO7O CHAIR RAIL - - - - - \ - -- (3) #12 x %'. eS.M.S. EACH SIDE AS'`,_- :-.:. .. :., -.:. - -- _t� -- --- -.-. •--:.._.._ _. ..- - - - _ Pi. ._ #14x SCREWS_-._ _ u ' 0 Tama L 33679 ...- SHOWN ( NIN�.PLATE EDGE ---_._.,,__.�_. -_-._ __-..-;..-,.-_,.. - _< __�. 6----------.-,....._.�.-.:__._.._ .,._ - �{ ., ,..-_ k�_-_.....,`_,-•_: - s:-Tel:(813)374-0321 3% E DISTANCE K BRACE --• -- _ 8 C-C FASTENER SPACING) _ 6 © 9 © - -. _.. _-. ;; _ _-. _' �oJP+... - _ . - : C ) ,_CxK)-- -Ciixx)' (*3EX31E) K-BRACE >ij .. ._. ;') �l BEAM LINE LINE SCREWS PLATE _- _ - _ •A• 'B'&'C' TOTAL WIDTH t criptio ---' k RevJDate 'DeS n f _ �- —'- - - - --'- 4� --- ---+>\Ay3�A 2x4 3 2 24 12' - .. _.- !0, arze - 0 L ct Q�j CORNER POST - + ,) B Qp(' - O (`* FpR 2� - 0 2011 ISSUED -, ALLOY PLATE OT6 3 3 R STRONGER - - - M � vNE5'(Ot�' J 2 5 ! _ (ONE SIDE) - - - - - -= - - - - - - - - ? - - a -- - • c't� ** ,Ax31A: SCR -- -- - .' - -- 2x6 - -4 3-- 40 ..- 14'- - --- - - - --- -- -- -- - - - B uNE fit# ` <2x7 4 plow 16: (3) - 412 134' S.M.S, K-BRACE ,B\O ' EACH SIDE AS SHOWN I - 2x8 5 - 5 '64 16' - (Ya' MIN. PLATE EDGE -- --' -_ - DISTANCE is CSC `._ ------ - --` '--' -.. - -- ----' -- ._-_.. - ------ .. -- - _. ..-- - -- --- __.....-------"-- �.2x9 GIRT CHAIR RAIDP�[(E - FASTENER spaclNG) MANSARD BEAM 2x9(Hw) 6 7 ss _ 1w w 2xzxo.o93 - ; CONNECTION DETAIL 0 o BRACE(TYP"), - �� 2x10 7 7 96 18, 0 UNLESS o 0 1' x 2'❑LE PLATE OTHERWISE DIED t,■ SEE ELEV411 _ - __ FOR-'K'-BRA--.___.___-._...._._._-._._..-_._._.._... ___._., ....,.-__._. _. ..-. ._-_....- •___-_-_-.-_-..- _ MIN, INTO . ._.... ---'--'------- '- ----...._.__.__ .. .ALTERNATIVE) FOUNDATINI •-- (3)12x}z'. S.M.S., EACH LEG AND--'--- SCREW -------- BOSSES - (9) S SCREW TOTAL CHANNEL TO BEAM (9) SCREW TOTAL U) • ``'- 0 CONCRETE ANCHOR (2 PLACES) BEAM STITCHING ® O.C. J _ (TYP. TOP AND BOTTOMOM OF SMB tIN LIEU OF TYP. Ye 0 CONCRETE -.1/r' Px RUN .0J � SEE TABLE FOR SIZES) - W SCREWS FOR CORNER COLUMN LLI 1xIA' BY 2' LONG 0 "-4, LATLI<RAM'w" - 13QWION, �m gr '- � ANGLE EACH SIDE (iYP.) W •.� J�� ` ^ 2x3x0.070 GIRT/CHAIR RAIL CONNECTION DETAILS _ (SEE-:P"rI> 1x1A" BY 3" LONG � BRAKE -FORMED RECIEVING CHANNEL ANGLE, EACH SIDE (TYP.) Q) C") (MIN.0.062• MATERIAL THICKNESS) U Z 1" x 2 1/8'.x 1• x 3' LG. (3) #12x!1" S.M.S., EACH L1,J ---__--..---------- -.---- _ (TYP. ALTERNATIVE) .LEG. 6 TOTAL (TYP.) __— ----- -- --- -------- -------__ _...—_ --____-..- - -- ---- O__— - - -- MIN d4) ,t Ox2" LONG C LLLJ (4) $14xy2' S.M.S., �S M 5 1'WTO SCREW BOSSES Z _ 2 SCREWS--'-(TMPrALTERNATIVE) I-2j�'i O U EACH LEG (TYP.) Q;, O (A S.M.B. POST J '(5) #12x3/4" S.M.S. lx5x''• HOLLOW .POST - Q 1x2 0.8: ATTACHED TO BEAM W/ (TYP. (TYP. ANGLE 6' LONG @EACH BEAM) ; �r:; � PURLIN TO ROOF BEAM Z (� U (2)-fftOX21S.M.S. INTO SCREW BOSS i ;;•,�� _ (2) Ya'Ox3' LG. @EACH ANGLE C � N OMPON'DETAI�.'' ", `M,� W ,(1);--1/4"xYt" S.S. THRU-BOLT -- - -- - - -- -- ---- - - -- --- - -- -- - - - --._ ` -- -- - - -'- - - _'- -- _- - - -- ---- -- : - - - - - - - - - - '- - - ---- - -- - __. - - ,_ _I_ W - i=.W/Y4 NUT AND WASHER N❑_tE- PRIMARY SCREEN ENCLOSURE BEAMS SHALL BE -- - ,`_ - '_ -- - _' _ _•.. -. -- _. .. ..__..���T� S _-r. r,. •�_ __ _ U 0.___ EACH SIDE OF BEAM ATTACHED T❑ HOST STRUCTURE CONSISTING ❑F CHAIR RAIL / GIRT TO POST ' r _ W,- DRAWN BY: DYK CONVENTIONAL TRUSS/RAFTER FRAMING WITH MAX. , jay (4) #12x2" S.M.S. - 1x2 O.B. OVERT -TANG NO T❑ EXCEED 30' UNLESS OTHERWISE �v. - 1 --_ = - CHECKED BY: DYK _ FACIA TO BE 2x6 (MIN.) S.P.F. NOTED ON PLAN DWG. CONNECTION DETAIL -r - (` TO SUPER GUTTER_ (TYP.) _ _ _ _ _ OR WESTER RED CEDAR •--+ - 4 4 - A STRUCTURAL GRADE 2 MIN. - -S1 ,"� -}�1' SCALE: AS SHOWN _ _ _.'u��.wrANGLE 3' LONG (EACH SIDE) 4 12x3 4 S.M:S. (ll Ys'�x2' LG. LAG SCREW @ 24' ` a.,-.t'- r`•_,. - - --. _ v - - -� - "- -"- DATE: 8/11/06 O / " : +W/ 3)12x3!i S.M.S.SMS.FACH LEG. i d S M.B. ,BEAM O.C. ENTIRE LENGTH OF. GUTTER - - _ - - ` i - - _ - = c., F g - - - - - - SECURE FASCIA TO EACH RAFTER TAIL- _ _ _ _ _ W - -- PLAN °FOR -r- _ 2x PURLIN _ SIZE) MAY FLAT \ -- - (SEE, SIZE) (MAY BE SLOPED L.. Zx3x0.045 EAVE RAIL ATTACHED TO ti OR FLAT) BEAMS WITH (2) MIN. #10x2' S.M.S. - S.M.B. BEAM -- -- W/ (1) Yi Px4' LONG PAN HEAD LAG SCRE S - - ".,.� (2) #14x4 S.M.S. THRU. 2x3u - - INTO SCREW BOSSESOYP.) -� - _ - • ¢ - - - _ a - r - - , - BEFORE ATTACHING SUPER GUTTER -! EAVE RAIL INTO PURUN SCREW BOSSES 'n _ �tOxC S.M.S.®24. O.C. } UOSE USE #1Oxt)4" S,M.S, ® 24. O.C. Tj - _ ^� _ ---TO CONNECT -TO 7x2.O.B. TO-2x3:-. _ _ 0 tx2O.B.TO2x3 N-' --- '---- -- - - — ---'------- _ T :CONNE T -� - Zx2x)g' ANGLE. EACH SIDE -. _- :-: - -- --'----- -- -• i � --' - - -'-----'---_... .----- --'----�. W - -- r- - � ---- — -- - --- - -----' _- -_.. FOR ACUTE ANGLE CONDITIONS ` �. . DO P E FLA. R NUM ER 49497 ( _ • - - - - - �:ry'"� - - - �. ' ' - _ - - - � 1x2 O.B. FASTENED TO COLUMN/POST - - - ' •� - - `i -- - _ _ INSTALL ANGLES AND FASTENERS _•,,.�--�_''' (1) Y4'0x2' LG. LAG SCREWS (4) #12xyz• S.M.S., 2 SCREWS W/ (2)10x2'. S.M.S. (EACH END, TYP.). 'i ' INSIDE TH%E BEAM) _ _ _ yyn \J' .� � .. (TYP. a EACH BEAM) t, EACH LEG (TYP") - - - - - - -_ - y •'j- - _ - _. _ - ; J_, _ DO M AS CIATES, LLC (4) 12x3/4' S.M-S. - 1 P - - - - - - ' - - . - - - - ' _ (M #12x2' S.M.S @ 12' O.C. _ PURU m TO CO C 26887 - 5' or T SUPER GUTTER . (MAX) BETWEEN BEAMS LIMN/ OST (9) g12)CY S. EACH SIDE - O OX 039 OA90' THICK - --- --`- -- -^-' - - - - ,,'6 - - - - _- _ Wmi (4)�72Dic7' S.M.S. (EACHIIEG) -- - OF 'BEAM OR -'-- -'S CIN.T�'3F3`2' MAX. CE-R3 -- -- �It - - - _ - - - - tEACHTHICK CONTINUOUS a - - _ USING Yg' THICK FLAT BAR BENT S.M.S. N ❑ FASTEN P. 4 mpa, L33679 - - 1x1x7§" x 2" LONG ANGLE, TO FIT (6063-T6 ALLOY 2- 0 DOLLOP OF CONSTRUCTION Y.� OF) BEAM FOR 2 5 COLUMN TO ) ANGLE HE @ 5' o.c - - _ _ - - C ID 2x5 BEAM - ... _ - DI AMIN. BEAM EDGE ,. - _ . _ - _ : OTE, CONSTRUCTION ADHESIVE SHALL -MEET`COLUMN/POST '--- -- - -' -- -- `_ - - EACH SIDE (TYP / // 'COLUMN/POST) ASTM`C`557. MIN SHEAR STRENGTH @ 7 _ _- - _ - -- _ _ SECURE FASCIA TO EACH RAFTER ;T L .: _ _ _ - - _ _ _- _- DAYS. ,-425 PSI -- -• -r '-•'.i = " . W/ (1) '0x4' A CREW - - - --- - - '- _�•- - - _ _ _ - -._ .. - - - _ - - - - LONG PAN HE D LAG S S -- - - - - - - - -- - - - - - STANCE (TYP.) BEFORE .ATTACHING -SUPER GUTTER ROOF BEAM'TO SUPER GUTT R E `� t� - —°• _ y - : - = - #1ox3j4• S.Ms. �' c❑NTIrluou5 t3EAD_❑F"c❑NSTRucn❑N _ SIDEWALL POST/'COLUMN TO'PURLINY MAIN.PQST/ COLUMN TO -ROOF BEAM — - - - CONNECTION DETAIL , - ® z' O.C. ADHESIVE - —�' — - _ _ wing No.--060811 ... _ CONNECTION DETAIL - - t CONNECTION=DETi41L - - - Dra _ _ : SHEET 1 OF 3 PUR6N_Sl1PPORT`� 7' .. _. . , •..,x ";-- `_.'^ _ . '. -COLUMN POST ., _. Fs : ..:... - .. _ .,c: ; _ .:..... -ANGLE . i ... .. ... - .... EACH SDE - .....�,_. ,..�.... ... _..-.....-- �...._ .c:. _ -_r. .:. '; ._ .. _.� _....... - • -- : - •. .. -�.'_ ', - 2x5xi�' ANGLE (2' LONGY W/ C2)it34 �..r... ,, .. .. _ _ .. _ _ .- - - . _ i _ ......:... - _ ..BEAM _.. - - -. .-- - - _�_- _.,_.-_ S.M.S_ WfTH MIN. - -•-- .. - __ TEKS_ INTO TOP OF AND C2)f ,... ,.,. . 2x2x1 8_ x 2_LG. ANGLE.._..:__ . �C3._,. ;.: -g CONCRETE ANCHOR-_�_�__ _ ___ __ 2x3 EAVE_RAIL_A _ _ _ -- /+,' / EDGE DISTANCE - _ . . -. ^ .?._..-" _ - - _ . - - - --. _.. - -- - i.'_. .... W/ C4) �i2x3/4 S.M.S _ - :. _ ,__. _,.. W/23'e�'EMBEDMENi INTO ... .._. __-. .. 3��: . _. -.�"+... .;. .`: -- .:.__. �__ - ._ - /,• (EACH SIDE) STRUCTURAL CONCRETE (TYP.) r -• - - --- -'-- __ - . �t714 TEKS INTO THE FRONT OF THE CORNER POST %"0 CONCRETE' ANCHOR >.. 1"x2 �.OJB. SOLE PLATE .. - �_,.. -•e ^i. _ _ - - -' -- _ . - _. Sc'AD SOCI �' 1 - 1 LC pC - W/2Y EMBEDMENT INTO ..///-.-_ - "� •, - 2 x PURUN - . - - _ - - )�-. _ • - - _. -' . - . _ - - -. _ _ '- - , STRUCTURAL CONCRETE - - " -'- =- / - -..'''� - - ..-•� 1' - _ - - .. _ - - -- - .. - (EACH SIDE) CONSULTING " 1x2 O.B. TOP FRAME- --_STRUCTURAL ENGINEERS j; Nv a' ] - • 1 + 2x2x7g" NGLE CUP, CUT AT 1x3 O.B. FASTENED TO CORNER d 4 -U 1 • . . ••• '� •.. ° ,• • • .. - A 45- (�+ -) ANGLE AND SECTION WITH #1 Ox2- S.M.S. W/ • . �l -� BEAM MAY ATTACH T)O+THE SCREEN ROOF' • DIA. WASHER 0 18' O.C. BEAM WITH ONE t _ -- - 3- MIN. Cn'P•) _ _ . �+f. -- '---- - '-- - - '---- -T-- ----------¢W ---'---'-_.. �_ -__ ____ _---- --_ _.- - C) Ya'0 THRU--------- -- - - - CORNER POST -- _ Ya 0x2Yq CONCRETE BE FLAT - -- - PO BOX 10039 - — - �nw SCREW ANCHOR 0 2 O.C. - OR SLOPED n BOLT, WITH ;FENDER WASHER_ 1x3 O.B. SIDE WALL CORNER UPRIGHT ATTACHED TL 33679 O BEAM OR EAVE RAIL. ... , . .. _. _ .,___ __.. ._.. ._....... _ c,u . __. - --_ -. AN i qq ) (, _ ..... � z D 9- FROM POST Cw.) ._. --:.. __ . . _:.- .. - - :-7 DIAGONAL- B�tACING' SHALL NOT BE _ .:. - - -- - - - - ,�T'EI:m813F374-0321 =., L, O ._-/ _-` --ATTACHED-TO ROOF PURUNS.-•___.__� . - _ -_ _.-.._ ..._ _ .... ..-_ , - - _ _ 2x2.0.O '/BRACE - - - - - .- Rev./Date Descrlpti0n wSIDEWAL-LCOLUMN TO;FOUNDA�71.ON 9 cDLUMN/Posy _ _ __ (SEE/,PLw>_ __ _. _ . _.__ ELEVATION VIEW _ - `_--GONNECTIONnDETAIL As 2011 6/14 ISSUED - - _ x2 O.B. SOLE PLA - - � � PLAN TYP CORNER POST]COLUMN - �.�, ` -- -----: - - --- .-- - - --- _ _ _ -' --� - - - - - -:- -_--UPRIGHT DETAIL - -.- -- -- -_ ---._.-- --- - - P TYPICAL DIAGONAL ROOF BRACE -CONNECTION • � 0 ESE PLAN FOR SIZE _ ��•f _ f,� ET)GE�OF=CONCRETE 1' (TYP.) Z 2500 PSI MIN. CONCRETE STRENGTH 1 x2 O.B„pp FASTENED TO CORNER w m COLUMN SECTION/WITH #14x1)¢' - - d d _• 24" o'C W N PLAN VI J 7 r. T---- f _ 2Y," MAX. THICK BRICK PAVERS APPROXIMATE- 2x2xYg"ANGLE 2" LONG (EACH SIDE) - a ~ - - - -- SET IN MORTAR ON TOP OF FOOTER - C'_ - - - - - W/C2 i#14x•%a� S.M.S. TO POST..—_ zv~i?__.._. a• d d - - - - - ---- & 3�81� H.D. GALV. EXP. BOLT -`- -..�::---._._.�._._UQ� _ ._ _-.. -_ _. __. _.. ._. _._. -.... .,.__. _... _.__. _.. _..,_ CREEN -.. --._. - O.B. SOLE PLATE- '-' ---Z III - -11 W/ 2 1 2- MIN. EMBEDMENT - - - _ —II a IIICD a I I I a COMPACTED OR �UNDlsruRBED SOIL SAND — I —I _ 0 CORNER POST/ COLUMN �.�,fl � I I � • • a • • d - • 111� I 3?) M�N. CON�C.� CO RN 36USMIN. � W ` TO FOUNDATION-_ ,---••:=ems r' ."..'.. ; • : .' .:.. of ' ° '—I I I I I—III—��111 LAP SPLICE O CONNECTION"DETAIL ., _ --_—°aIII 1=III ;_ ON J Y4 0x5" CONCRETE SCREWS. ® 24" O.C. 2%' MIN. CONC. 14'� MIN.* - Li (_.i BEAM SUPPORT ' - )g ANGLE EACH SIDE (TYP.) a .� , i}2'" CONC.. EMBE)MENT.(MIN.) EMBEDMENT (TYP.) - V W �--- ---B.M.S. WITH MIN _._. -. _.-.-.-._---._ --_-- --...._....__.- _ _=OLUMN/POST ..--- __ -_ _ _'------- .__..__'-_-------•'----- '- I MA --- EDGE,DISTANCE- %'0 CONCRETE ANCHOR - - Y B SWITCHED - - _ W/2% EMBEDMENT INTO ... tT ,:g .2x2xl/8' x 2° LG. ANGLE _.. -! _ _ . .. _... - .- - _ _ __ _ :. - Z - r p _ MENSIONS- E SW STRUCTURAL CONCRETE (TYP.) �(E H SIDE) 4• S.M.S - TYPCIAL FRONT VIEW OF POST TO - w f I _ 1- ;(EACH SIDE). C z 1•x2' O.B. SOLE PLATE o o _ FOUNDATION CONNECTION WITH PAVERS STANDARD TYP. CONTINUOUS PERIMETER FOOTING a p U o0 0O F- ~ J 0 o Z U U :. 4 -- -- .�. i • . - - .•.'.. •• E - ---- -f - -- - - - -- - - - - POST-- - • - -- -- --- -- - --- -- - --- -- - -- -- - - -- --- `- - - - - -- - --- - ----- --'--`- - U ° • • a . -4• ALTERNATE (1) - _ _ BEAM • ° �_ 2x1xY',ANGLE J • _ 3- MIN. (TYP.) -. (4) $12x%' S.M. BRACE DRAWN BY: DYK 4" NOMINAL CONCRETE SLAB ¢w Ya sx2Yti CONCRETE ��; (2500 PSI, MIN.) W/6x6x10/10 z w - CHECKED BY: DYK I rLd SCREW ANCHOR 0 24" O.C. - f•.- 2"x PURUN 2-xl-xy- ANGLE (BRACE) W/ j z - - - - _ --- AND 9- FROM POST (TYP.,) - i - - - [ .W.M. OR FIBER REINFORCED SCALE: AS SHOWN 1POLYPROPYLENE FIBER - - - - - -- - -- - -' - - (4) �#1 x'Y4 S.M.S. ®EACH -- - y� 5 POUNDC MEMBER INTERSECTION DATE' - 8/11/G6 -A _. - -- - - - - - - -- - COLUMN/POST -- - --- - -- -- - -- - -�." - -- -- -' • - - --_ - _._ - _ - ._- - - - -' --- ___ __ - - - _. ` _" - - `¢ -- -- - - _ --' - - ---- -- -- - 2x24'-ANGLES' LONG ON F :_ . _ _ "�'.•' - - - a ° < e _ UNDERSIDEWB ( &12z S.M.S. - -- -- -- - - -- -' - 1x2 0 B. SOLE PLATE _ v --^, a .e ••• - d ' e d• .. a. BEAM MAY -" BRACE) -- BE FLAT 0 j EACH LEG ( a , e OR P : - DO KIM. P.E. ° (tOx2Y2- S.M.S.LA G. N MBER49497 _ .EACH END - - - - o -- - - '---' 2x3' BRACE-------- - -- - - - -- - --- - - �, (SEE PLAN) - -I I-1 I III - I I ' (2#,O�x" �S. _ DO I & SSOCIATES, LLC d i -r -III—III III —III d 9 • d ALTERNATE (2) A# 2688 39 i. .f-/ -" - - - - - - - -1 I I-1- I I I I —I I _ • . v ° ° °• ----- -- - _ _ -- - - - - - - " 2x3,BRACE F--•-a i _ Tampa, FL33679 -- - i+ I' (TYP.) ; .>z� oUNDISTURBED SOIL OR COMPACTED - - '.• .. EDG OE�CONCRETE --•N� - _ CRUSHED UMEROCK (90% PROCTOR) MIN. (1)-5 REM CONTINUOUS. SPLICE ,1� k - PLA VIEW -` - - Musr OVERLAP o o_- I - - --__.- --.'- - - •. _ ` - _' _' _' - - _. 8'(NIN.>- - -3' COVER (TYP.) __.._ -.- _ ---------MAIN COLUMN TO FOUNDATION _ ______ _------_--- _-_..._ _ __ __ ._ — __ _ _; _ _ __- --- _ ._----_._—__ _ _ .- ____-- -- __--_-- _ -- - BRACE--ro BEAM CONNECTION A'_--._- - CONNECTION DETAIL = _ : FOUNDATION/SLAB. DETAIL'- -- __.-- -- Drawing No.=.060811 - , - -3 SHEET 2 OF :._:General,:Notes:andS- _ D K I M - ---- - -- --- - - - - - -• - - ----.----- -.-- . - ..--- -- 1.-.. Contractor shall fieldverif . all, dimensions before. construction and shall- notify, en ineer.. of: discrepancies -for immediate .-.-.....-.-..--- . - - . y. _. y.. g- ..._..:.._._ . & Ocl L_O ._. consideration. Contractor shall be ible for. overall d all. word respons esign,and sh inate all delegated designers _as DKA is_.. ; -specified. solely responsible for the design of the details as shown. on these dr aw'ngs ''and alie shall be in responsible charge SULTIN13 .contractor _to- design tha allowe t ues . e structure.s _ d by FL S at : SEN13IN ER-9 . - - - 2 = Concrete shall be minimum 28 day compressive strength f'c 2500 psi , and be in accordance with the"requirements of ACI 318. - _ - — - -- -- -- - -- --- :. - -- - - -- - _ .. Reinforcing,steel shall have a min. yield strength of 40,000 psi (grade 40) and be 'provided *with cover in accordance with ACI 318. Po sox 1 oo3s -- — := Tampa, FL33679 - - _ - - 3 All dimensions are provided by contractor, Do Kim & Associates, LLC have made interpretations where .necessary. - ' The- structures are designed to be attached to.,block and„wood frame structures of ade uate structural ca a�it The g q P Y Revbatel D6SCflpllon 6114 •. - - verify contractor shall v ify that the host structure is in good condition and of sufficient strength to hold the proposed addition. if - 1& 2011 ISSUED - there is a question about the host structure- the owner (at his own expense) shall..hire an architect or engineer to verify host 0 structure capacity. -- ------ - - --=- - -.; - .'_ - 5: Screen density shall be a maximum of 18 x 14 x 0.013 mesh. - 6. Connections using screw bosses shall have minimum (4)-#10x2" per connection unless shown otherwise. p 7. Unless otherwise shown, screws shall have minimum edge distance and center -to -center distances as shown in this table. C-1022 Low Carbon Steel SMS & Self -Drilling (TEK) Screws (Industry. Standard Screws) - -- - -- -- Screw Nominal- Screw. Diameter (in) - - -- - Minimum Edge Distance Minimum- Center to- Center Distance #10 0.188 5/ '/2" #12 0.219 3/ 1, 9/ " #14 (1/4") 0.2S0 %2" 5/8, U J 6W O 6 — w o D • U u O N U 8. Structure.has been designed to meet the 2007 FBC w/ 2009 Supplement. Project is sited where. the basic wind speed is 130 mph _ c j _ w (3-sec gust). I=0.33 for screen enclosures. Exposure B. Pressures are based on wind tunnel testing with main wind force resisting W system coefficient, GCp, of +/-0.25 for screen roof and 0.7-1.2S for walls. � z , o' 0 9. All concrete anchors shall be Simpson Strong -Tie Wedge All Anchors or Titian Screws. or approved equal. a o U Z Iz U 10, .Aluminum shall be 6005-T5 Alloy, unless otherwise noted. All SMB and patio extrusion's dimensions shall be in accordance to w_ U) — - - - - - - - - - - - - —�a- material specifications of -the latest AAF Guideto-Aluminum Construction in High- -Areas. 0 — - DRAWN BY: DYK CHECKED BY: DYK ' SCALE: AS SHOWN, DATE: 8111/06 ------_---__-.- - Y: - �: D E KIM, P.E. ' FLA. G. UMBER 49497 M C DO I & SOCIATES, LL 7 - -_ Tampa, FL 33679 Drawing iVo..-060811 SHEET 3 OF 3 LEGEND: 6 - DELTA ANGLE L - ARC LENGTH CAN = CABLE TV C.B. = CATCH BASIN C.H.S, - CONCRETE BLOCK & STUCCO qL = CENTERLINE CONC. = CONCRETE COV. -'COVERED D.E. - DRAINAGE EASEMENT ELEV. = ELEVATION E.O.P. _ = EDGE OF PAVEMENT E.O.W. - EDGE OF WATER F.F. = FINISHED FLOOR FNO. - FOUND F.P.E. = FLOOD PLAIN EASEMENT F.P.L. = FLORIDA POWER R LIGHT L.M.E. = LAKE MAINTENANCE EASEMENT L.S.S. - LANDSCAPE AND SIGNAGE EASEMENT I M.H. - MANHOLE MON. = MONUMENT N.G.V.D. - NATIONAL GEODETIC VERTICAL DATUM N.R. = NOT RADIAL O.E. = OVERHANG EASEMENT B.Z.T. - BUFFER ZONE TRACT O.M.E. = OVERHANG MAINTENANCE EASEMENT O.R.B. = OFFICIAL RECORD BOOK O/S = OFFSET O,S.T. - OPEN SPACE TRACT P.O. - PLAT BOOK P.C. - POINT OF CURVATURE P.C.P. - PERMANENT CONTROL POINT P.D.E. - PRIVATE DRAINAGE EASEMENT . P.G.E. - PRIVATE GAS EASEMENT P,K. a PARKER KALON NAIL P.O.B. = POINT OF BEGINNING P.O.C. = POINT OF COMMENCEMENT P.P. = POWER POLE PR.M. - PERMANENT REFERENCE MONUMENT PROP, - PROPOSED P.T. = POINT OF TANGENCY P.U.E. - PRIVATE UTILITY EASEMENT R - RADIUS RAD, = RADIAL R/W = RIGHT-OF-WAY SAN. - SANITARY S.B.T. - SOUTHERN BELL TELEPHONE S.F. - SQUARE FEET LOT 10 \ =IA. L14.` =261 \\ + T.O.B. = TOP OF BANK 0 - SET 5/8" IRON ROD TYP. - TYPICAL WITH CAP WITNESS U/C - UNDER CONSTRUCTION CORNER LB 96674 U.E. - UTILITY EASEMENT o 1.0' OFFSET U.L.P. = UPLAND PRESERVATION oQ d SET DRILL HOLE U.L.T. - UPLAND TRACT 0 - ELECTRIC SERVICE W.M.E. - WATER MANAGEMENT EASEMENT p - CATV ', W.M.T. - WATER MANAGEMENT TRACT * = LIGHT POST O - SET 5/8" IRON ROD WITH CAP NO, LB 6674 'I:Y= FIRE HYDRANT - FOUND 5/8" IRON ROD WITH CAP No. Lt3 6674 - FOUND PERMANENT CONTROL POINT L1 - SET P-K NAIL WITH DISK NO. LB 667,11 e1 - FOUND P-K NAIL No. LB 6674 Q - WATER SERVICES Dt1 = WATER VALVE 41M - SANITARY SERVICE ❑ -FOUND PERMANENT REFERENCE MONUMENT 6674 \p0 (4"u4" CONCRETE MONUMENT) i 0 = EXISTING ELEVATION IN FEET 1 0.00 > = PROPOSED ELEVATIONS IN FEET —�--- = DRAINAGE FLOW INDICATOR LIMITS OF PLAT -J P,T. I A ONE STORY C.9..S. F.F. ELEV. - 28.22' cow 4�yPAD R=825.00' \ A=6°06'17" \ ++ L=67.90' + SURVEYOR'S REPORT: 1. THIS SURVEY IS PREPARED FOR RICHARD JONES CONSTRUCTION CO. INC. AND IS NOT ASSIGNABLE. 2. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHTS -OF -WAY OF REGORO BY THIS OFFICE 3. VISIBLE ENGROACHMENTS ARE AS SHOWN. 4. DESCRIPTION FURNISHED BY CLIENT. 5. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 6. THIS SKETCH 1S THE PROPERTY OF ARCADIS AND SHALL NOT BE REPRODUCED [N WHOLE OR PART WITHOUT THE PERMISSION OF ARCADIS IN WRITING. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF LOT 11 WHICH BEARS S 35.54' 18' E AND ALL BEARINGS ARE RELATIVE THERETO. 8. ALL DIMENSIONS RELATING TO THE BOUNDARY AND ITS LOCATION ARE MEASURED AND ARE THE SAME AS PLAT/DEED DIMENSIONS UNLESS OTHERWISE NOTED. 9, ELEVATIONS SHOWN HEREON ARE BASED ON N.G.V,D. ADJUSTMENT OF 1929. 10. LANDS SHOWN HEREON LIE WITHIN ZONE X ACCORDING TO THE FLOOD INSURANCE RATE MAP PANEL NO. 120285-0275F, DATED AUGUST 19, 1991 11. UNDERGROUND IMPROVEMENTS INCLUDING FOUNDATIONS AND UTILITIES HAVE NOT BEEN LOCATED UNLESS NOTED OTHERWISE. 12. DATE OF FIELD SURVEY: NOVMBER 08, 2006 CERTIFICATI MAY 21, 2007 IMPROVEMENTS, IF ANY, ARE AS LOCATED. NOT VALID W T OUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED40R AND MAPPER. /� L�L''�' 3�z7•o� , ,\ACHKEL T. K LODZIEJCZYK , PRO ESSIONAL SURVEYOR AND MAPPER : � I SCALE: (" - 30' j I UNPLATTED .v' o WARRANTY DEED 0. B. 1140, PGS. 1945-19918 �N13 NNp ) LIMITI OF PLAT LOT 12 DESCRIPTION: BEING ALL OF LOT 11, ACCORDING TO THE PLAT OF PODS 12 AND 13, P.U.D. I AT THE RESERVE SCARBOROUGH ESTATES, A5 RECORDED IN PLAT BOOK 45, PAGES 13 AND 14, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, cwYvJvna+eeo ds�us�9�ucV ar =Rvcr5,e6313s,w.Q arzz/zw:7 la3389 nH mT REAP OF BOWNIDARY SURVEY CLIENT: RICHARD JONES CONST, Co., INC A CADIS N O ENa1NusR.8 PLANNNRa 9UFRVEYORD 590•NW Peocock 8odlevord, Solo 9, Pori Si. Lucie, Florldo 34986 (56 D 878-1700 . f(3R: 1561) 87B-1602 • ane (nw-pslolnw-hc.com m West Palm ®each • Pott St. Luoln • Orlando REVISION FB/PG DATE BY CWD DATE, 7-2005 FORMBOARD'T-IE-IN SURVEY 2-1-06 JDM BY: JDM FINAL TIE-IN SURVEY 11-06-06 SDM SDM CK'D: SDM UPDATE SURVEY SURVEY 5-21-07 JS JDM F.B.: SCAR-1 PG:63 OFFICE USE ONLY: z DATE FILED: REVISION FEE: PERMIT # SCC tl0'7 -02% RECEIPT # ( QY PLANNING & DEVELOPMENT ICE k� BUILDING & CODE REGULATION DIVISR ffrae OP 2300 VIRGINIA AVENUE stagla y FORT PIERCE, FL 34982-5652 (772)462-1553 Kcm VIS/Olv, APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 3 2 SGAdZ $pad UE,�} CT •'GA, U1Lt�F}6Zr - tFo:!z,T- G-r. LV ClE- Fi 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: 06L -Dr--Cr- CxCgNDg 35 ate► u E2c>n1 1aUvr� TmCiZgFtgco-F3-eAhti LEIJ6TNS 4- 5TZL"5 3. 4. 5. 5 CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: Kx /106(, 9/7 ST. LUCIE COUNTY CERT. #: q7 J BUSINESS NAME: f!10 6EA SGiiEN Co. :EIdG Z QUALIFIERS NAME: Mira a 7. I.IEt matj ADDRESS: I(a 5 ail 131LrmtR S Si Ong, r . i t-bC.irl FL 3f1481{ CITY: Qe RT St. Loi c t E STATE: f L ZIP: PHONE (DAYTIME): z't'=. ?3qo - 4393 FAX: '7-72 -640 "4b2,. OWNER/BUILDER INFORMATION: NAME: RoL LA jD G. oca- ! ADDRESS: 9370 ScA2BoR®yr-14 Or. CITY: FORT 5T, Luc -lc STATE: EL ZIP: PHONE: `7'm 4(.rr— tU9 FAX: ARCHITECT/ENGINEER INFORMATION: NAME: 'Do VEO 4 t m P. E . ADDRESS: R ®. 13p y. too,34 CITY: 'p" &M PA STATE: FL. PHONE (DAYTIME): (2 1-3) $7ct- 5700 FAX: _ SLCCC: 9/23/09 Revised 04/26/2010 SLC - 1 u - � tKE4-R1- <, 4 C_ _6�,U-M ER-`�494 F303C 1 0Q39 VIPA,, 3) 8'7-4-5900 r