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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE IN Date: 10Fee Duel Receipt# Pere -At # ALL RNF-00 MUST BE COMPLETE ETE & FILLED IN, TO BE ACCEPTED St. Lucie County Bu-.Wing and Zomki g hjr 2300 Virginia Avenue Ft. Pierce, FL 34982-5632 SCANN ' — 772-462-1553 BY St. Lucie courqv Ar IPLff CA' ION FOR ALUMINUM STRUCTU EV ? RMIT PROJECT INF'ORTMATION 1. LOCATION/SITE ADDRESS: 4307 Thousand Pines Dr Ft. Pierce 34981 2. PROJECT NAME: Mi s ch SITE PLAN NAME: M+&eq4° =. PROPERTY TAX ID#: 2430-500-0012-000-9 / ^. LEGAL DESCRIPTION (attach extra sheets if necessary):Thousand Pines Estates t/ Lot 12 5. PLAT 6. PAGE 7. BLOCK 8. LOT 12 ✓ BOOK O NO. NO. S. PARCEL SIZE: ACRES/SQ FT ` LOT DIMENSIONS /o o 10. SETBACKS (ACTUAL) FRONT: BACK: 9/. aL RIGHT SIDE: ��•SLEFT SIDE: 3 Z. S' / 1 1. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE) I TYPE OF CONSTRUCTION N=New A= Addition R = Rebuild SG = Slab on Grade SR = Raised Slab WD = Wood Deck DIMENSIONS X I 9 X 27 X SQUARE FEET OF CONSTRUCTION ❑ SCREEN ROOM ❑ NEW ❑ EXISTING CARPORT/PATIO ROOF N S G [3 NEW ❑ EXISTING 2 4 3' HABITABLE GLASS ROOM ❑ NEW ❑ EXISTING ❑ SUNROOM ❑ NEW ❑ EXISTING X ❑ SHED ❑ NEW ❑ EXISTING X POOL ENCLOSURE , N B-G- 12 NEW ❑ EXISTING 2 7' X 4 5' 6" 12321 !] M H ROOF OVER ❑ NEW ❑ EXISTING X ❑ ROOF SYSTEM OVER EXISTING ACCESSORY STRUCTURE ❑ NEW ❑ EXISTING " ❑ OTHER: ❑ NEW ❑ EXISTING X ❑ POOL FENCE Linear feet TOTAL SQUARE FOOTAGE OF CONSTRUCTION 12. VALUE OF CONSTRUCTION: $ 13,500.00 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. SeCCDV Fortin iYo.: 001:02' Rev.1.3/I/20o9 William & Cynthia Misch NAME: V ADDRESS: 4307 Thousand Pines Dr Ft. Pierce, FL 34981 CITY: Fort Pierce STATE: FL ZIP 34981 PHONE (DAYTIME): (_ ) 8 8 2- 4 4 3 8 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 ONrF®R6I ATION STATE OF FLORIDA REG./CERT #: RX 1 1 0 6 6 91 9 ST. LUCIE COUNTY CERT #: 4763 BUSINESS NAME: Pioneer Screen Co. Inc. II QUALIFIER'S NAIVIE: Michael Newman ADDRESS: 1682 SW Biltmore St. CITY: Port Saint Lucie STATE: FL ZIP 34984 PHONE(DAYTIME): �) 340-4393 FAXNO. 340-4626 email:pioneerscreen@msn.c ARCHITECT/ENGINEER: Do Kim & Associates ADDRESS: PO Box 1003 CITY: Tampa STATE: FL ZIP 33670 PHONE (DAYTIME): ( 81 ? 857-9955 NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC, PLUMBING, HVAC 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) SECTION TOWNSHIP RANGE IO MAP NO. ZONING EC -� LAND USE � Additional LOT CVG % Permits CODERT BIMS FEE MISC FEES TOTAL FEES .. .;. 77 FRONT .... .� FEVIEW COUNTER ZONING SUPERVISOR PLANS EXAMINER VALUE OF CONSTRUCTION VEGETATION USING ICC TABLE DATE i 71/U, COMPLETEI INITIALS ,(�/j �L�/ I FPLAN REVIEW 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. o 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 inconformity with the Florida Building Code of 2007, Chapter 20, including 2006 revisions. m 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 AAIVIA 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. CERTIFICATION: This application is hereby made in order to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. i 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: IN THE EVENT IT IS NOT YOUR RIGHT TITLE OR INTEREST THAT IS SUBJECT TO ATTACHMENT, THE APPLICANT DOES HEREBY 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 1. 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. 1 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 in compliance 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, I , the Contractor / Owner Builder, have verified that the existing foundation meets the requirements of the Engineer of Record and is in uate c dition to withstand the uplift and weight of the a] inum str ture and said structure w]1 not exceed the foo r ` t of the cture that was in existence,prior to removal by storms Lell OWNER OR CONTRAC OR SIGNATURE CONTR CTOR SI NATURE STATE OF FLORIDA STATE OF FLORID)) 3 COUNTY OF I _Lk6 � COUNTY OF �1- The foregoing instrument was acknowledged before me me this 9� day of Q C* • , 20 it q, by 1 " \ t 0-N0, e:% 0 CA.} rnCi.'n , who is personally known Zto me, or who has c� produced as identification. Suture of Notary\ IMPORTANT NOTICES: The foregoing instrument was acknowledged before me i me this ,� day of Q c �beX , 20 1 , by F\ � C-V), of N ct,J ry-1 a� who is personally know rP;Qtp m o o has-- produced . 'Q rv9Y QOMIOIS�sl r-MVL�RLY 8 WALLACE a' ft7Y COI WISSION fr DD83530� EXPIRE `- November 03, 20ir of Notary r I'Nt,9 November 03, 20 03 (Seal) TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS 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 OWNERBLDR AFFIDAVIT. ® ALL SIGNATURES ON APPLICATION SUBMITTED SHALL BE ORIGINAL, SIGNED IN INK. COPIES, FAXES, OR STAMPED REPRODUCTIONS ARE PROHIBITED. 0 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. 11/17/2G11 16:11 3-AR-6625 - � PAGE 01 BfTER �CoxnguSrga N TO � JOSEPH E. SMITH, CLEON ,, FHF CIRCUIT COURT /dA/E .St!�,�,�% �, �lq/ SAINT LUCIE COUNTY FILE # 364MSR 11115/2011 at 09:15 AM %+ 8 Z S•. ed. : 4r t,, JS OR BOOK 3338 PAGE 2409 - 2489 Doc Type: NC 'PP/Pr 12✓ lte e;j'��`� RECORDING: $10.00 NOTICE OF COMMENCEMENT The undersigned bcreby given notice that improvement will be made to certain read property, and in accordance with Chapter 7i3, Florida statutes the followirig information is provided im the Notice of Commencement.., f 1. DESCRIPTION OF PROPERTY. (Lugandescription and street address) TAX FOLIO NUMBER: 7 �t � S 4 r. � • r4� �/r SUB�DyIVISJONBLOCKC TRACT J.OT' /Z Bj..,DG 9LLe. FS,$l��9'is 2. CENERAL DESCRIPTION OF IMPRO'VEWNT: /US�,4/i �e+oG 4rA1C11P-V -.a OA/ 3. OWNER WFORNATKON; a Name //' �L / �.. �4 ' . t'�I, / intese5l ic prsgcsty d. Name and address of fee simple titleholder (if oaWthan owner), 4. CON1'IRACTOR'S NAME, ADDRESS AND PRONE NJlMBER: p/eh,er,� ,� � 41 Eta 2 •�. B�fz�' . �� S, t. i� IdZC AK i-7x- . c- - 3 5. SURETY'S NAME, ADDR M AND P40NE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PRONE NUMBER: 7. Persons within the State of Florida designated by Owner upon w>s Section 713.13 (1)(a) 7., Florida Statutes: om notices or other documents May be served as provided by VAMP, ATID,IIM AND PHONE 'NUMBER: S. Jn Addition to himself or hcrscX Owner designates the followLtg to receive # copy of the Licnor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME,;ADDRFM AND PRONE NUMBER; 9. Expiration date of notice of commencement (the expiretiaA data is 1 year fr m the date of recording unless a differcrit date is specified) .. , 20 Signature of Owner or Owner's Authorized Officer/Director/Partner/Msusgor Print Name and Provide Signatory's Titie/Office State of Florida County of The foregoing instrument was adoaowledged before me this / 7--% day of �.7✓D &C—M , 20 By. `tl/Y/-e A-9, A. 127.1 X-L-W � as (Name of person) Cl)" of authork ..e.g. Owner, officer, trustee, attorney its fact) (Name of party on behalf of whom instrument was executed) Personally Known or produced the following type of ID: dO AAi E WILLS /� f"TJ�-/Al t= �f� s S yx -' QMff l:" # EE 0=7 Ekpisas 1=alxua[ir 20, 2016 (Printed Name of Notary Public) (Signature of Notary Public) (,Seoll „ ame,dlhanarrw�r, rurtAob9sTa1D Under penalties of pcdury. J declare that J have read the foregoing and that the facts in it arc true to the best of my knowledge and belief (section 92-525, Florida Statutes). Signatures) of Owners) or Owner( Authorized Officer/Directar/PartBer/Manager who signed above: ted iq=e Ar. uenonoolatoa�a) (Signature} i ) 0 06 _ 0 0 � 3 � N �C77; FLOOD ZONE: ")r MAP: 12111 CO186F DATED: 08/19/1991 L 41z, \ 5010 0511 219, 8' C t'�A1' & WA%M\ 12) pia o o � a 6.0' zi` Na #450i - - - 7sET Z�K R E70 B LTECH. :DES �J N 01 " 35' 0511 W 219,58' C pLM & W%VTn) -:h SURVEYOR'S CERTIFICATE L —ARC LENGTH FNDELE„ -ELEVATION I HEREBY CERTIFY THAT THIS SURVEY -MAP IS TRUE -AND --OHW--OVERHEAD WIRE DIA —FOUND X0.00 —TYPICAL ELEVATION CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS -0- —EXISTING WIRE FENCE CM • �D ±E MONUMENT FFE-FD4ISH FLOOR ELEVATION FIELD WORK RK el SURVEYED IN THE FIELD. I• FURTHER CERTIFY THAT THIS � -a SV r ING � Fc� t� - �D &° -t MA LEGAL DESCRIPTION: s, (AS FURNISHED BY CLIENT) LOT 12, THOUSAND PINES ESTATES, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 26, PAGE 1, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. ' ADDRESS: 4307 THOUSAND PINES DRIVE FORT PIERCE, FLORIDA. SURVEY MOTES: 1. NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL. 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OR OWNERSHIP. 3. LAND DESCRIPTION HEREON WAS PROVIDED BY OZ5 THE CLIENT.. 21- 4, BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF ROAD,. 5. THE PURPOSE OF THIS SURVEY IS FOR USE -IN 0 OBTAINING TITLE INSURANCE AND/OR FINANCING AND SHOULD NOT BE USED FOR DESIGN OR 0 CONSTRUCTION PURPOSES UNLESS OTHERWISE O STATED ON THE SURVEY. _ 6, ELEVATIONS SHOWN HEREON ARE BASED UPON , 7. N.G.V.D. 1929. DIMENSIONS PREVAIL OVER SCALE. 8, ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT \EN 9. OF THE SIGNING PARTY OR PARTIES. SURVEY NOT COVERED BY PROFESSIONAL lq- LIABILITY INSURANCE. C� 10. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A COMMITMENT FOR TITLE INSURANCE. - It. UNDERGROUND UTILITY INSTALLATIONS, UNDERGROUND IMPROVEMENTS, FOUNDATIONS AND/OR ANDY OTHER UNDERGROUND STRUCTURE WERE NOT LOCATED BY Vl THIS SURVEY UNLESS SPECIFICALLY NOTED, 12 UNLESS NOTED OR DEPICTED OTHERWISE, ALL PROPERTY CORNERS SHOWN WERE FOUND AND HAVE NO IDENTIFICATION OR SAID IDENTIFICATION WAS ILLEGABLE. 13. THIS SURVEY IS PREPARED FOR THE EXCLUSIVE USE :/0141 AND BENEFIT OF ONLY THE PARTIES CERTIFIED TO HEREIN, RIGHTS OR LIABILITY TO ANY THIRD PARTIES g� CANNOT BE TRANSFERRED OR ASSIGNED. SURVEY COMPLIES • WITH THE MINIMUM TECHNICAL STANDARDS —(2— ING —EXISTPVC FENCE —CENTER LIPS IP N&W --IRON PDT -NAIL & DISK CAP aRs � PB -OFFncu+L REc�as etc -PLAT avOc � CORNERSTONE SURVEYING SET FORTH IN CHAPTER 5J-17 BY THE FLORIDA BOARD OF c —CONCRETE MONUMENT DB —DEED BOOK LAND SURVEYORS PURSUANT TO CHAPTER 2009-66 FLORIDA R/W —RIGHT—OF—WAY ■ O —HAD_ & DISK FB PG —FIELD BOOK —PAGE STATUTES, AND THAT THERE ARE NO ABOVE GROUND ESNNT D/1d —EASEMENT —DRIVEWAY • —IRON ROD OR IRON PIPE —FOUND 13833 WELLINGTON TRACE E-4 #129 ENCROACHMENT OTHER AN SHOW S/W ASPH COW WF —SIDEWALK OR WALKWAY —ASPHALT -CONCRETE -WOOD FRAME POE FOB PRM PCP -POINT OF COMMENCEMENT PVVNT —POINT [IF BEGINNING PLTR —PERMANANT REFERENCE MO mmr TYp -PERMANENT CONTROL POINT WN —PAVEKENT -PLANTER —TYPICAL —WATER METER WELLINGTON, FLORIDA. 33414 (772)236-9305 (voice & fax) BY DATES , PT —POINT OF TANGENCY (N) Q') —MEASURED DISTANCE & BEARING —PLATTED DISTANCE &BEARING NH FH —MANHOLE —FIRE HYDRANT PC PRC —POINT OF CURVATURE —POINT OF REVERSE CURVATURE <p —CALgA'ATF� DISTANCE & HEARDNCi -Urp PROFESSIONAL SURVEYOR AND MAPPER �) DISTANCE &BEARING UP LE FL13RIDA REGISTRATION #4811 cH -CHORD DEARING PSN —PROFESSIONAL SURVEYOR AND MAPPER —PR—DEOFESDEDSIONAL' RLS -REGISTERED LAND SURVETUK MARK W. TEEPE, P.S.M. —DELTA ANGLE LB —LICENSED BUSINESS CERTIFIED TO: BOUNDRY AND IMPROVEMENTS SURVEY PREPARED ON THE ORDER OF+ ol! 5 5 Le ?7- el SCALES DRAWN BYa FILE NO., 1' = 20'p/j 8024 FB PGI PAGE, DATE, PKG 1 OF 1 10/21/20H r sCNESti wCr; �1 Aas ss�n.D �4�� y3b'i S is6�HouSA 'PrNES ��. �,_.. lzt10 �b t d � n o. g- Orr I zx3 9 1( n x X x x 4 X . 7le 2x3 { z O' 2 ofQ� AtTl X N ylto-b23b ST LUCIE C0-UNTYRWLDlN(-;-DNBlON REVUWED FOR CO C TtEWIE DATE N FLANS � T JOB MUST -BE KTPT Oiti ®It NO INSPI'rCTTON WILL BE MADE. N. ru rV1C� x a Nx9 - l FLA. L.IC. INUMOEN 9497 CA. #.2688 I o� ®® KIM 8< ASSQC., LLG ' P.O_ BOX '7 0039 AMPA►. FL 33679 3' x 3' x 0,050' MIN. 6063-T6 ALLOY. PLATE OR STRONGER (ONE SIDE) WITH. (3) - #12 x %' S.M.S, EACH SIDE";AS''',..: SHOWN (W MIN. PLATE EDGE .DISTANCE ---- - ---- - & C-C FASTENER SPACING) 1, . .. ... " CORNER POS 3' x 2' x 0.050' ALLOY PLATE.OR (ONE SIDE) -I (3)-#12x%1' EACH SIDE AS S (Yz' MIN. PLATE DISTANCE & C-C FASTENER SPACI (5) #12x3/$' S.M.S. 1x2 O.B. ATTACHED TO BEAM W/ (2)-#IOX2' S.M.S. INTO -SCREW BOSS (1)-1/4%317 S.S. THRU-BOLT W/ 74 NUT AND WASHER 0 EACH SIDE OF BEAM (4) #12x2" S.M.S. - 1x2 O.B. TO SUPER GUTTER (TYP.) (4) #120/4" S.M.S. S.M.B. BEAM . . 6 O J K-BRACE 10 e� 5ORES GIRT '(CHAIR RAIL) MANSARD BEAM �q=-wcurv�Rc,c SCREWS FOR CDRNER COLUMN' _ �`----�—� —CONNECTION DETAIL-S • 1x5x.' ANGLE LONG (TYP. @EACH BEAM) -(2) Y4'OX3' LG. @ EACH ANGLE ..... _ _ _ ___ __—__.--. —_ 2x2xYa" ANGLE, EACH SIDE (FOR ACUTE ANGLE CONDITIONS INSTALL ANGLES AND FASTENERS INSIDE THE BEAM) (4) #12x3/4" S.M.S. 5' or 7' SUPER GUTTER MIN. 0.090' THICK 2' 0 DOLLOP OF CONSTRUCTION ADHESIVE @ 5' o.c NOTE, CONSTRUCTION ADHESIVE SHALL MEET ASTM C-557. MIN SHEAR STRENGTH @ 7 DAYS = 425 PSI ROOF BEAM TO SUPER GUTTER CONNECTION DETAIL NOTE, PRIMARY SCREEN ENCLOSURE BEAMS SHALL BE ATTACHED TO HOST STRUCTURE CONSISTING OF CONVENTIONAL TRUSS/RAFTER FRAMING WITH MAX. FACIA TO BE 2x6 (MIN.) S.P.F. OVERHANG NO TO EXCEED 30' UNLESS OTHERWISE OR WESTER RED CEDAR NOTED ON PLAN DWG. STRUCTURAL GRADE 2 MIN. Cl) %'0x2' LG. LAG SCREW @ 24' O.C. ENTIRE LENGTH OF GUTTER /-- SECURE FASCIA TO EACH RAFTER TAIL 1 x 1 x)b" BY 2" LONG - ANGLE, EACH SIDE (TYP.) (4) #14xz" S.M.S.. 2 SCREWS EACH LEG (TYP.) HOLLOW POST W/ (1) Y4!Ox4' LONG PAN HEAD LAG SCREWS (2) #14x4' S.M.S. THRU. 2z3 BEFORE ATTACHING SUPER GUTTER SAVE RAIL INTO PURUN SCREW> .;� (❑R) BOSSES USE #1Ox1)4S.M.S. �r24- O,C. '- - —'--- TO CONNECT -TO 1x2- O.B. TO 2x3:- Yl) Y4'Ox2' LG. LAG SCREWS (4) #12xYa" S.M.S., 2 SCREWS (TYP. @ EACH BEAM) EACH LEG (TYP.) (1) #12x2' S.M.S @ 12' o.c. (MAX) BETWEEN BEAMS + N6 THICK CONTINUOUS ANGLE ixlxig" x 2' LONG ANGLE; �,- - EACH SIDE (TYP.) �- SECURE FASCIA TO EACH RAFTER TAIL W/ (1) ):'Ox4' LONG PAN HEAD LAG SCREWS BEFORE ATTACHING SUPER GUTTER #1Ox3/4' S.M.S. Y4' CONTINUOUS BEADOFCONSTRUCTION ® 2' O.C. ADHESIVE SI CONNECTION DETAIL #14x%' SCREWS__ . BEAM LINE 'A' LINE 'B'&'C' SCREWS TOTAL PLATE WIDTH 2x4 3 2' 24 12' 2x5 3 3 32 14' 2x6 4 3 40 14' 2x8 5 5 64 16' 2x9 5 6 72 18' 2x9(HW) 6 7 88 18' 2x10 7 7 96 Tel (813) 374-0321 L Rev./Date-De.SCrlpUon { 0 2011 ISSUED - c I MIN. (4)_ #-1_Ox3" , LONG_ S.M.S. INTO_-- I (3) #12x14" S.M.S., EACH LEG AND.'._-..,_. 'SCREW BOSSES (TYP- ALTERNATIVE) (6) #12x14" S.M.S. CHANNEL TO BEAM U) (9) SCREW TOTAL - J - BEAM STITCHING 0 24 O.C. (TYP. TOP AND BOTTOM OF SMB Q 2x3XO.07O SEE TABLE FOR SIZES) LV PURUN �- / 1` L1J _�2x3x0.070 GIRT/CHAIR RAIL �\ _ .. �f;/ C) C � O - �'' (SEE PLAN) EE PLAN) w, ixl x>a" BY 3" LONG •O lD J Ci a BRAKE-FORMED RECIEVING CHANNEL ANGLE, EACH SIDE (TYP.) ;., r (MIN. 0.062' MATERIAL THICKNESS) 1" x 2 1/8" x 1"x 3" LG. .(3) #12xkz' S.M.S:, EACH (j z LU (TYP. ALTERNATIVE) LEG (6) TOTAL (TYP.) - .. N LL.I ': MIH!(4) #iD%2" LONG ,... _. _ .. ._ ..... a) -. - __ _ . LL S.M.S. INTO SCREW BOSSES � O. z W (1YP. ALTERNATIVE) :. S.M.B. POST Q CHAIR RAIL / GIRT TO POST CONNECTION DETAIL i 1�FYc S PURUN FASTENED TO COLUMN/F WITH (4) #12x1" S.M.S. (EACH USING Yg" THICK FLAT BAR BEM TO FIT (6063-T6 ALLOY) j COLUMN/POST I TO AIL_. PURLIN TO ROOF BEAM z (� U CID TI,ON RETAIL w IL C kg 0_py DRAWN BY: DYK CHECKED BY: DYK SCALE: ASSHOWN. 1x1x1O' ANGLE 3" LONG (EACH' SIDE) _ _ DATE: 8/11/06 W/ (3) #12x3/a" S.M.S.FA.OH LEG. } - S.M.B.Y BE Ls OPED OR FLAT s+� z - (SEE PLAN FOR SIZE) 2x3xO.045 EAVE RAIL/ATTACHED TO BEAMS WITH (2) MIN./#tOx2 S.M.S. Li INTO SCREW BOS Sf (TYP.) _ _ ' a `, �4% USE #tOx1J�' S!M.S. ®24" O.C. TO CONNECT TO 1x2 O.B. TO 20. z rf f c DO YEON KIM, P.E. <jW FLA.REG. UMBER49497 1x2 O.B. FASTENED TO COLUMN/POST W/ (2) #10z2' S.M.S. (EACH END. TYP.). DO KIM ASS CIATES, LLC i CA# ,) (9) #12x3/4"'; S.M.S. EACH SIDE ;- Box 10039 OF BEAM (TYP.) OR X' MIN., 3 1,' MAX. C-C , (6) #120'4" iS, M.S. EACH SIDE SPACING OF FASTENERS- (TYPJ - Ta pa, FL 33679 OF BEAM FOR.�2x5.COLUMN TO- 2x5 BEAM W MIN. BEAM EDGE _ DISTANCE (TYP.) •* � C LUMN/POST MAIN POST % COLUMN TO ROOF_ -BEAM Drawing No. - 060811 CONNECTIOWDETAIL' SHEET 1 OF 3 ---PURUN^ SUPPORT COLUMN/POST." 2x2x1/8" "x"2" LG.- ANGLE WITH MIN." .__.._ (4) #12x3/4" S.M.S EDGE DISTANCE -"� (EACH SIDE) 0 0 WO, CONCRETE ANCHOR W/2J%" EMBEDMENT IWO STRUCTURAL CONCRETE (EACH SIDE) ,r Nf T7 3"1M(TYP.) " SIDEWALL•COLUMN TO FOUNDATION CONNECTION DETAIL r' : -A- SEE PLAN FOR SIZE ..} ):.. 'EONNECTION' DETAIL S.M.S. WITH MIN. 3i§'" - _ Ya" ANGLE, EACH SIDE (TYP.) EDGE DISTANCE %"0 CONCRETE ANCHOR W/2%" EMBEDMENT INTO 19J STRUCTURAL CONCRETE (TYP.) f•_ y r x �4"x2" O.B. SOLE PLATE . 46 BANGLE BEACH .SIDE (TYP.)NBEA y „. 2x5x 'ANGLE (2'LDNG) W/ (2)- #14 -%m. CONCRETE ANCHOR--. ....---_ TEKS INTO 'TOP OF 2x3 PAVE RAIL AND C2)_ W/23% S EMBEDMENT INTO . - -- - - _..- - -- -. �'•�:-.= � :� f #14 TEKS INTO THE FRONT [IF `THE CORNER POST STRUCTURAL CONCRETE- (TYP.) D ❑ K I M 2"x PURL 1 x2"t0.8_ SOLE PLATE �.z/.ry �r ., � - - ,. .. "� & ASSOCIATES, LLD _ ✓d F CONSULTING ,. • 4 - y z z j w Y4"0x2T4" CONCRETE f u 'SCREW ANCHOR ® 24" O:O Z _ _ AND 9" FROM POST (TYPJ-lu y 9' COLUMN/POST 1x2 O:B. SOLE PLATE ®. BEAM MAY BEI`FLAT —� 0 SLOPED BRA EDGE OF CONCRETE) I 1' (TYP.)Ld L�v L7 t•, wiu=�A`j - PLAN VIEW . Z_._ __._ J 3" MIN. (TYP.) Z w Y4 0x2Yt" CONCRETE i U SCREW ANCHOR ® 24" O.C. AND 9" FROM POST (TYP.) v�o 1- U y 9, COLUMN/POST 1x2 O.B. SOLE PLATE ® ® y -.0 I —III 1' (TYP.)_ - EDGE OF CONCRErE z - PLAN' VIEW:_: MAIN COLUMN TO FOUNDATION CONNECTION DETAIL m� 1x2 O.B. TOP FRAME - STRUCTURAL : ENGINEERS 2xANGLE CUP, CUT AT 1x3 O.B. FASTENED TO CORNER CORNER POST A •45• (+/-) ANGLE AND SECTION WITH #10x2" S.M.S. W/ ' ATTACHED TO THE SCREEN ROOF" DIA. WASHER ® 18" O.C_ BEAM_;Wmi ONE (1) Ya 0 THRU- - BOLT,�WITH FENDER WASHER. tx O.B. SIDE WALL CORNER UPRIGHT ATTACHED TO BEAM OR SAVE RAIL - _ DIAGONAL BRACING SHALL NOT BE . - _ _ - ATTACHED TO ROOF PURUNS.2x2xO.093 BRACE (SEErPLAN) - ' - • _ ELEVATION VIEW SROOOF PO BOX 10039 " Tampa, FL33679 Tel:(813)374-0321 Rev./Date Description 6114 2011 ISSUEDCORNER POST/ COLUMN G y - UPRIGHT DETAIL 0 /----2500 PSI MIN. CONCRETE STRENGTH COLUMN 2Yz".MAX. THICK BRICK PAVERS \j'n-IN ON TOP OF FOOTER SOLE PLATE- 4.. 'a-' -• • -•� ' .� ' - • A .. Y4" Ox5" CONCRETE SCREWS ® 24" O.C. 2%" MIN. CONC. (TYP.), 1Y2" CONC. EMBEDMENT (MIN.) ,EMBEDMENT (TYP.) LG. ANGLE 14" S.M.S TYPCIAL FRONT VIEW OF POST TO POST FOUNDATION CONNECTION WITH PAVERS 4" NOMINAL CONCRETE SLAB (2500 PSI, MIN.) W/6x6x10/10 W.W.M. OR FIBER REINFORCED (POLYPROPYLENE FIBER - 1.5 POUND (MIN.)PER C.Y.] • a V.a •- a ad- •.o. IIIIIIIIIIIIIII� °_ e v e • e - e - _ -o • UNDISTURBED SOIL OR COMPACTED CRUSHED UMEROCK (90% PROCTOR) MIN. (1)-#5 REBAR CONTINUOUS, SPLICE MUST OVERLAP 20" MIN. 8'CMINJ 3" COVER (TYP.) FOUNDATION/SLAB DETAIL d � APPROXIMATE a GRAD a. IIIIIIII d • - -_III — III) - -�I d III d. •'.. n II a I I- \—UNDISTU BD D SOIL/SAND' — W �III(2)-#5 REBAR, CONTINUOUS -III III -II 3" MIN. CONC. COVER, 36" MIN. —� I —III—III—I 11=1 I -1 11= LA? SPLICE o - ' ::) -11_� 11=111 111;,111-1 III�.I'0 O � J 14" MIN.* Z U W * DIMENSIONS.MAY BE SWITCHED - }� N W STANDARD TYP C f aTIN Ill �DUMiRI O'O ry_ p U Q Z U U BEAM �' '-I W - ' ALTERNATE (1) () 0 2xbxX- ANGLE (4) #12x%4" S.M. . BRACE DRAWN BY: DYK CHECKED BY: DYK 2"x PURUN 2-.t%s- ANGLE'(BRACE) W/ (4) #12.-% S.M.S ® EACH SCALE:. AS SHOWN MEMBER INTERSECTION DATE: Sf11 O6 z o a� o , 0 2x2W .ANGLE'2" LONG ON UNDERSIDEW/(4) #120/a" S.M.S. BEAM MAY EACH LEG (BEAM & BRACE) BE FLAT OR SLOPEO (2) #1Ox2rY1 EACH (2) #10XA (TYP. EACH PLAN - TYPICAL ROOF -BRACE TO BEAM CONNECTION 1 DO YEON KIM, P.E. FLA. R MBER 49497 2x3 BRACE' (SEE PLAN) DO KI &ASS IATES, LLC A# 887 ALTERNATE (2) Bo 10039 2x3. BRACE T�f 1pa, 679 Drawing No. - 060811 SHEET 2 OF 3 1� j' ,.• ' -"`- ';" ; -- 414x4' S.M.S. W/ 1Y4'0 FENDER WASHER AND NEOPRENE GASKET @ 12- O.C. .:. _.._� Ix5xY8' ANGLE 4' LONG K,�.'�,' SEALANT (3) #14x S.M.S. (TYP. @ EACH BEAM), (TYP. EACH STRAP AND EACH SIDE) - #14'xYa' ,SMS W/ INTEGRAL %'-0 (MAYBE SLOPED D OR FLAT) WASHER --AND NEOPRENE GASKET 2x PURLIN �,,' @ 16' O.C:�,TOP &eBOTTOM. � ;;•.'.; �,t--' 14' .FLASHING (CONT.) �TUCK UNDER SHINGLED @ LEAST 6' O 0 0 O 000 O.0-0-0-0-0 O;=` O O O O O 0 0 0 O 010 C O O O O O O 0 0 0 0 0 0 0) 0 0 0 O O O O O O O (, 0 0 0 O O O O 0 0 0 0 0 O O O O 0 O ' C S COMPOSITE PgJ�EL (SEE PLAN FOR SIZE) (3)-%'0 THROUGH BOLT' SEALANT �`2x2xY8' ANGLE, EACH SIDE }:(ty) W/IYa'0 WASHER •;+ - "9140' - '1% SLOPE (4) S.M.S., (2) SCR EACH LEG (TYP.). SMB BEAM =C (SEE PLAN FOR SIZE) .0 0 0 0 p O O O p O p -•�. '•°` SUPER GUTTER - •0000000000 _" -- _ 3x3xO.093 POST (MIN.) O O O O O O ' "=-3z3x0:050`MIN'PLA� BE)AM�IAND4 I(TYP.) COLUMN #14xW S.M.S. W/INTEGRAL N'0 WASHER AND ' . NEOPRENE GASKET@ 12' O.C., TOP & BOTTOM. - IF CLEARANCE PROHIBITS INSTALLATION OF TOP - - -_ - FASTENERS USE 414x4' S.M.S. W/IY,' 0 FENDER WASHER AND NEOPRENE GASKET @ 12' O.C. 3x3xO.093; POST (MIN.) (6) #14xY4' S.M.S. TOTAL, (3) EACH LEG a- ' MIN: C-C SPACING-(TYP.) >- 3' BASE INSERT/W/IY2' VERTICAL LEGS 16' THICK 6063 r6 ALLOY (TYP.) a¢ a (2) %'0 STAINLESS STEEL OR HOT DIPPED GAL1VANIZEDa " WEDGE ANCHO0S W/ 2i:' MIN. iL EMBEDMENT INTO4 CONCRETE. m TOP OF.CONCRETE . � •.�.. �:.� y W SCREEN ROO.F_TO PANEL/ COMPOSITE COLUMN TO'FOUNDATION Pf` CONNECTION DETAIL #10x4' S.M.S. W/ ix 0 FENDER WASHER . AND NEOPRENE GASKET @ 12' O.C: -3'. COMPOSITE - ROOF'PANELS 0 0 0 0 0 0 0 0 0 00�0 O�O�ODO�O�ODO�. ,O O O O O O O O O Ya' PANEL WIDTH MAX. PATIO SIDE WALL HEADER (SEE PLAN FOR SIZE) ` (4) #1OA- S.M.S., (2) SCREWS EACH LEG (TYP.) 1x1A" BY 2' LONG ANGLE (TYP. EACH SIDE) COMPOSITE ROOF TO HOLLOW SIDE WALL HEADER CONNECTION DETAIL SCREEN ROOF TO COMPOSITE ROOF CONNECTION DETAIL S.M.B. .(SEE PLAN FOR SIZE) I- S.M.S., EACH SIDE TYP.) - EXTRUDED OR BRAKE -FORMED ROOF HEADER - OR RECEIVING CHANNEL (0.044' MIN. THICKNESS) WITH MIN. IW BEARING LEG. y'0 x 2' LAG SCREW @ 24' D.C. r"ENTIRE LENGTH OF RECEMNG CHANNEL SECURE FASCIA TO EACH RAFTER TAIL W/ (1) WO x 4' LONG PAN HEAD LAG SCREWS BEFORE ATTACHING RECEIVING CHANNEL SOFFIT K' 0 x 2Ya' LONG WOOD LAG SCREW OR N' 0 x 2W LONG MASONRY ANCHORS @ 24' O.C. MAX. HOST STRUCTURE .(MASONRY OR WOOD) EXTRUDED OR ,BRAKE -FORMED ROOF HEADER OR RECEIVING CHANNEL (0.044' MIN. THICKNESS) WITH MIN. IYa' BEARING LEG. COLUMN I General Notes and Specifications: L 1, Contractor shall field verify all dimensions before constru Io an s allengl ee f(dil,Pd consideration. Contractor shall be responsible foroverall sign n 's mat ''al eers specified. OKA is solely responsible for the design of the details as shown on these drawings and the contractor shall be in responsible charge to design the structure as allowed by FL, Statues. 2.. Concrete shall be minimum 28 day compressive strength of 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.b.e provided with cover in accordance with ACI 318. 3. All dimensions are provided by contractor, Do Kim & Associates, LLC have made interpretations where necessary. 4.. The following structures are, designed to be attached to block and wood frame structures of adequate structural capacity. -The contractor shall verify that the host structure is in good condition and of sufficient strength to hold the proposed addition. If there is a question about the host structure, the owner (at his own expense) shall hire an architecf or engineer to verify host 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 connecfiori, unless: shown otherwise. 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 Strews) Screw Nominal Screw Diameter (in) Minimum Edge Distance Minimum Center to Center Distance, #10 0:188 S/ " 1/2" #12 0.219 #14 (1/4") 0.250 11/2 8. Structure has'been designed to meet the 2007 FBC w/ 2009 Supplement. Project is sited where the basic wind speed is 140 mph (3-sec gust). 1=0,77. Exposure B. Pressures are based on wind tunnel testing with main wind force resisting system coefficient, GCp, of +/-0.25 for screen roof and 0.7-1.25 for walls. 9. All concrete anchors shall be Simpson Strong -Tie Wedge All Anchors or Titian Screws or approved equal. 10. Aluminum shall be 6005-T5 Alloy, unless otherwise noted. All SMB and patio extrusion's dimensions and properties shall be in accordance to material specifications of the latest AAF Guide to Aluminum Construction in High Wind Areas. 11. _ Aluminum roof pans shalt be of aluminum alloy 3105-1-114 or 310571-128. Composite panel skins shall be of aluminum alloy 3105-1-115 or -3105-H25. DO KI M & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS PO Box 10039 Tampa, FL 33679 Tel: (813) 374-0321 0 61141 12111 ISSUED - 0 - U) J W U 0 � W O U u c O a U z w N W � w O a U. I z C) U W (n a J W } DRAWN BY: DYK' CHECKED BY: DYK " SCALE: AS SHOWN DATE: 8111106 DO EON IM, P.E, FLA. G. NLI BER 49497 DO KI & AS OCIATES, LLC CA 26887 O ox 039 T pa, FL 33679 /4),P d Drawing No. - 060811 SHEET 3 OF 3 c