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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY: Date:7. 1 �_ , Fee Due: Receipt# Permit # 1� , �� PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 Virginia Avenue qa—t�4,-Derm j Ft. Pierce, FL 34982-5652]� 772-462-1553 APPLICATION FOR ALUMINUM STRUCTURES PERMIT SCABNNED ALL INFO MUST BE COMPLETE & FILLED IN TO BE CEPTED St. Lucie County PROJECT INFORMATION // 1. LOCATION/SITE ADDRESS: 7647 Greenbrier Cr PSL, FL 34986 2. PROJECT NAME: Parker SITE PLAN NAME: Parker 3. PROPERTY TAX ID #: 3322-700-01 13-000-2 4. LEGAL DESCRIPTION (attach extra sheets if necessary): POD 19 PUD I I / Greenbrier Lot 108 Lel 5. PLAT BK PAGE,5t5A-5C BLOCK LOT 108 I51-CB 1Y ram, 6. PARCEL SIZE: CRE /SQ FT1 • ( G LOT DIMENSIONS 35 /� w 0 1 7. SETBACKS (ACTUAL) FRONT: N A BACK: —I RIGHT SIDE: 1 LEFT SIDE: 1p• S 8. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE) TYPE OF CONSTRUCTION N = New A = Addition R = Rebuild SG = SR = WD Slab on Grade Raised Slab = Wood Deck DIMENSIONS SQUARE FEET OF CONSTRUCTION ❑ SCREEN ROOM ❑ NEW ❑ EXISTING X ❑ CARPORT/PATIO ROOF ❑ NEW ❑ EXISTING X ❑ HABITABLE GLASS ROOM - ❑ NEW ❑ EXISTING X ❑ CAT 1, 2 OR 3 SUNROOM ❑ NEW ❑ EXISTING X ❑ ALUMINUM COMP. SHED ❑ NEW ❑ EXISTING X KX POOL ENCLOSURE N SG ® NEW ❑ EXISTING 20' X 40' 800' ❑ M H ROOF OVER ❑ NEW ❑ EXISTING X ❑ ROOF SYSTEM OVER EXISTING ACCESSORY STRUCTURE ❑ NEW ❑ EXISTING X ❑ OTHER: ❑ NEW ❑ EXISTING X ❑ ALUM POOL FENCE Linear feet TOTAL SQUARE FOOTAGE OF CONSTRUCTION 9. VALUE OF CONSTRUCTION: $ $ 71 15.0 0 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. SLCCDV Form No.: 001-02 Rev.04/26/2010 L/ 0 OWNER INFORMATION / Richard & Sharon Parker NAME: ADDRESS: 7647 Greenbrier Circle CITY: PS STATE: FL ZIP 34986 PHONE (DAYTIME):'( �=- QQ"lQ EMAIL: FILL IN NAME AND A ESS 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 INFORMATION STATE OF FLORIDA REG./CERT #: RX1 1 06691 9 ST. LUCIE COUNTY CERT #: 4763 BUSINESS NAME: Pioneer Screen Co. Inc. II QUALIFIER'S NAME: Michael Newman ADDRESS: 1682 SW Bi 1 tmore St CITY: PSL STATE: FL ZIP 34984 PHONE (DAYTIME): (77;340-4393 FAXNO. 772-340-4626 email: pioneers creen@msn.c ARCHITECT/ENGINEER: Do KIm Engineering & Assoc. ADDRESS: PO Box 10039 CITY: Tampa STATE: FL ZIP 33679 PHONE (DAYTIME): (_al_j 1857 —9 9 5 5 NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC, PLUMBING, AND HVAC ZONING REQUIREMENTS 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) . OFFICE USE ONLY SECTION `) TOWNSHIP RANGE MAP NO. Additional ZONING LAND USE LOT CVG % Permits Re uired REPORT BIMS FEE $ MISC FEES $ TOTAL FEES CODE BUILDING & ONING REVIEW " FRONT PLANS VALUE OF CONSTRUCTION REVIEW COUNTER ZONING SUPERVISOR EXAMINER VE9ETATION USING ICC TABAf LE DATE COMPLETE j Ir Iioppo�37 40 INITIALS P9 Ili --'L AN1 IEW SPECIFICATION S P"LSASE Kuv tDE ONE OF THE FOLLOW-ING: W L�l ?Sets of Detailed Plans: Dated, Signed & Sealed b Engineer Y an 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) 4XTY PLANS SUBi!/rI TED WITHOUT COMPLYING WITH TIM FOLLOINIING SHALL BE RETURNED WITHOUT :\PPROVAL. ALL PLANS MUST BE N INK AND ANY NOTATIONS N PENCIL WILL, NOT BE CONSIDERED A PART OF A SUBtvIISSIOId. • All plans must be legible and must be designed in Architect's Scale on pages which are o 1/2" x 11" or larger. o All relevant tables & details, if using a manual, must be properly highlighted and must match design checklists Sz drawings. o 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 4w 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. 10 All upright column heights, sizes, spacing and gauges must be shown as follows: [Example: 3" x 3" x .050"]. e A11 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. Ali roof pans or composite panels, with gauges and spans, must be sized and identified. All looting, 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 sell closing, self- - catching gates with picket spacing. (1-7) SITE CONSTRUCTED SHEDS, HAVING ANY ALUM REQUIREMENTS AND THE FOLLOWING ADDITIONAL EMS:ONDONEN1, SHALL MEET ALL OF THE ABOiIE (A) 2 copies of the current product approval [i.e. N.O.A. or State of Florida approval] with the proposed "opening" er 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. (IM HABITABLE ROOMS/ADDITIONS DESIGNS SHALL MEET ALL OF THE ABOVE REQUIREMENTS, EXCEPT AANIA SPECIFICATIONS, AND CHAPTER 13 OF THE FLORIDA BUILDING CODE. (IV) SUNROOP✓iS (as defined in R202 and F'BC 2002.6) MAY BE CONSTRUCTED, SO LONG AS THEY MEET ALL OF THE A30VE REQUIREMENTS AND MUST BE N STRICT COMPLIANCE WITH AAMA/�ii pESA2100.02 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 3.1.1.5, proper energy calculations and long form equipment sizing calculations shall be required, pursuant to, Chapter 13 of th Florida Building Code. e current State of CV) MOBILE HOMES ( FAC 15C ?.0081 - FAC 15C-2.0072): ALL STRUCADJACENT TO OR NEW ROOF SYSTEi`/IS (?an or Composite) OVER EXISTING ADJACENT STURESTRUCTURES 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. R0 CERTIFICATION: This applieation is hereby made in order to obtain a permit to do the work and installations as indicated, a -rid to obta»a a certificate of capacity, if 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: 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 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 stricture 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 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 Contr r I Owner der, have verified that the existing foundation m the reg ents of the Engineer of Record and 's adequate c n Lion to withstand the uplift and weig t of the al m strife re lid said structure will not exceed th f tprint of the t cture that was in existence prior to r oval by a orms. OR CONTRAgTOR SIGNATURE STATE OF FLORIDA COUNTY OF �� • Ut-1 C I The foregoing instrument was acknowledged before me 44,% me this day of n OL rC h op I I by M .I C h6t P. I Iy P W Yana ►'1 who is personally known �/ to me, or who has produced as identification. q�'— '(�•1 Signature of Notary IMPORTANT NOTICES: SIGNA' STATE OF FLORIDA COUNTY OF cc J"1 • I_ Ltcl -L The foregoing instrument was.acknowledged before me me this $ day of M a rL h 20 It by ► f_ h n LJ YYZ n'1 who is personally known to me, or who has produced as � )y S WALLACE MY CC)MMISSION # DD83253fl1, ExPIRES November 03, 0 12 BEVERLY S W LLACE MY �,0�17�IISSION # D83530I EXPIRES Novembe 03, 2012 TWO (2) SIGNATURli$Logl-tT$;�Ev EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAL, IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION, TO SIGN THIS APPLICATION a THE OWNERMLDR AFFIDAVIT. 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. 09/19/2011 10:01 340462r1 n ivt..r I It_t ul- c ommENCEMENT PERMIT NO. � 1 2� A \ TAX FOLIO Np,51;1 O%TMQ-bZ STATE OF FLORI COUNTY OF ` PAGE 01 The undersigned hereby gives 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: Legal Description: if General DescrmLlon of Imprpveme ts: Screen P of E closure Q t Owners Name Ich S Address:�1i�,� __— --- -------��t3 rY� - ------------------------------------------------ Owners Interest in Site of Improvement: Fee Simple Fee Simple Title Holder (if other than owner) Contractor: Pioneer Screen Co, Inc. 11 1682 SW Biltmore Street Port St. Lucie, FL 34984 Surety: -------- N/A .... — ... Amount of Bond:______ --------------- Lender ( Persons or Entities making a loan for the Improvement Address: ____ Name and Address of persons within the State of Florida designated by the owner as person upon whom notices or other documents may be served as provided by Florida Statutes Section 713.13(1)(a)(7): In addition to himself, Owner designates the following to receive a copy of the Llenor's Notice as provided in Section 713.13 (1) (b ), Florida Statues: Expiration date of notice of commencement ( the expiration date Is 1 year from the date of recording unless a different date is specified. — WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 773, PART 1, SECTION 713.13, FLORIDA STATUES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ,b,.--/ "Al-) --- SIGNATUREOF4--ER ROWNERSA HORREDOOFFICER/DIRECTOR/MANAGER/PARTNER State of Florida. County of __ Si__ L L'6 L________ D1"cK `?ay-v" PRINT NAME AND PROVIDE TITLE Acknowledged before me this I� >I' day of ..1__Lar�-� , 2011 by _-J� �� C�I K- aQ.rY-e, as -------- —_-------- for ----------------------------------------- who is personally known to me or has provided ----- --------- -.,----------------- as identification. Notary Public Verlfication pursuant to Section 92.525 Florida Statues. _e)e Jex 1 5 . UOa ICLe- --- Stamped, printed, or7yped Name of Notary : �°Y`J ": BEVERLY S WALLACE MY COMR.418SION # DD835305 EXPIRES November 03.2012 (a071 J96-0155 FIorIOsNoteryBemca.Wm Under penalties of perjury, I declare that I have read the foregoing and thr t the facts stated in it are true to the best of my knowledge and belief. --- ------ - -- - ---------------- JOSEPH E. SMITH, CLERK of THE CIRCUIT COURT Signature o Natural Person signing above SAINT LUCIE COUNTY FILE a 3578Z75 04/07/2011 a 08:49 AM OR BOOK 32a3 PAGE 153 -153 Doo Type: NC RECORDING; $10,00 46% BOARD OF COUNTY RM ' ` �PLANNING &DEVELOPMENT COMMISSIONERSO SERVICES DEPARTMENT BUILDING & CODE REGULATION DIVISION FAX COVER SHEET FAX #: (772) 462-6448 PHONE #: (772) 462-1553 DATE: Vt NO. OF PAGES INCL. COVER: TO: 1 O di -1001 5Y r,O,o r\ ATTN: SENDER: Lydia Galbraith 11 COMMENTS: �11 RP► �C I RE: u o-1 o I8 L4 PHONE #: 462-1SSS Planning & Development Services Building & Code Regulation Division Review Comments 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 PROPERTY INFORMATION Address: 7647 GREENBRIER CIR City / State / Zip: PORT ST LUCIE FL 34986 Parcel # : 3322-700-0113-00012 Jurisdiction: St. Lucie County Zoning: PUD Lot # : 108 Block: APPLICATION INFORMATION Permit Number: 1107-0184 Activity Type: Other Permit Type: Pool Enclosure CONTRACTOR INFORMATION Contractor Name: NEWMAN MICHAEL J Business Name: PIONEER SCREEN COMPANY INC II Business Addr: 1682 SW BILTMORE ST City / State / Zil PORT ST LUCIE, FL 3498 Page 1 Owner(s): Richard N Parker Sharon D Parker Application Type: Building Permit w/o subs Other Activity: ALUMINUM STRUCTURE Stories: 1 Automatic Sprinkler System? ❑ Fax Number 772-340-4626 REVIEWS AND COMMENTS Review Type Status Reviewed By Date Started Date Complete Date Released Documents Missing Pending Audrey Humphrey 07/15/2011 1 Comment NEEDS RECORDED NOC Front Counter Review Complete Audrey Humphrey 07/15/2011 07/15/2011 To Be Reviewed by Zoning Complete 07/22/2011 Zoning Review Incomplete Lydia Galbraith 07/22/2011 07/22/2011 1 Comment POOL DECKAND POOL ENCLOSURE ARE NOT MEETING THE MIN REQUIRED SETBACK OF 5' FROM PRESERVE AREA. TRANSMISSION VERIFICATION REPORT TIME 07/20/2011 17:28 NAME SLC CODE COMP FAX 7724626448 TEL 7724622963 SER.0 BROE5J278861 DATE,TIME 07120 17:28 FAX NO./NAME 93404626 DURATION 00:00:36 PAGE(S) 02 RESULT OK MODE STANDARD ECM 1 `16 „ ,, ,,��� PI`ANNIIVG & pEVELOPMENT BOARD OF COUNTY `;:� COMMISSIONERS ► SERVICES DEPARTMENT BUILDING & CODE REGULATION DIVISION FAX COVER SHEET FAX #: (772) 462-6448 PHONE #: (772) 462-1553 DATE. NO. OF PAGES INCL. COVER: 9— TO: l o ATTN: SENDER; Lydia Galbraith COMMENTS: RE: it �- () i814 PHONE #; 462-1555 Property Appraiser - St.Lucie C1^ .ty, FL Page 1 of 1 Richard N Parker- Record:1 oft Property Identification Site Address: 7647 Greenbrier Cir Sec/Town/Range: 22 :36S :39E Map ID: 33/22S Zoning: PUD Ownership and Mailing Owner: Address: Sales Information Date Price 5/27/2004 278200 4/21/1998 21320600 PROPERTY RECORD CARD «Prey Next» Spec.Assmnt Taxes Exemptions Permits Home Print �jUCIE o oG2 Parcel) D: 3322-700-0113-000-2 Account#: 149739 y�/`\ < Land Use: SF Res City/Cnty: St Lucie County ' Legal Description Richard N Parker Sharon D Parker POD 19 PUD II GREENBRIER (PB 41-5) LOT 108 (OR 1993-758) 7647 Greenbrier Cir Port St Lucie FL 34986-3302 Assessment 2010 Final Total Land and Building Code Deed Book/Page 2010 Final: 211900 Land Value: 55000 Acres: 0.16 00 SP 1993 / 0758 Assessed: 211900 Building Value: 156900 02 WD 1140 / 1945 Ag.Credit: 0 Finished Area: 2156 SgFt Exempt: Taxable: Taxes: 4404.16 BUILDING INFORMATION Exterior Features View: RoofCover: CT - Conc Tile RoofStruct: HP - Hip ExtType: HB - HB YearBlt: 2004 Frame: - Grade: B - B EffYrBlt: 2004 PrimeWall: BS - CB Stucco StoryHght: 0010 - 1 Story No.Units: 1 SecWall: Interior Features BedRooms: 3 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 2 HeatType: FHA - FrcdHotAir AvgHUFI: STD 1/26ath: 0 HeatFuel: ELEC - Electric Prm.Flors: CT - Tile -Ceramic %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth DWBP - Drive-BrkPav Y 1 528 AV AV 2004 1 0100-SF Res BI -Site 1 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.paslc.org/prc.asp?prclid=332270001130002 7/15/2011 )ELTA ANGLE O.M.E. = OVERHANG MAINTENANCE EASEMENT T.O.B. = TOP OF BANK 0 = SET 5/8" IRON ROD kRC LENGTH O.R.B. = OFFICIAL RECORD BOOK TYP. = TYPICAL WITH CAP WITNESS :ABLE TV O/S = OFFSET U/C = UNDER CONSTRUCTION CORNER LB #6674 :ATCH BASIN O.S.T. = OPEN SPACE TRACT U.E. = UTILITY EASEMENT o 1,0' OFFSET :ONCRETE BLOCK & STUCCO P.B. = PLAT BOOK U.L.P. = UPLAND PRESERVATION O =SET 1/4" DRILL HOLE "ENTERLINE P.C. = POINT OF CURVATURE U.L.T. = UPLAND TRACT =ELECTRIC SERVICE = CATV ;ONCRETE P.C.P. = PERMANENT CONTROL POINT W.M.E. - WATER MANAGEMENT EASEMENT 0 :OVERED P.D.E. = PRIVATE DRAINAGE EASEMENT W.M.T. = WATER MANAGEMENT TRACT :C�I = LIGHT POST )RAINAGE EASEMENT P.G.E. = PRIVATE GAS EASEMENT 0 - SET 5/8" IRON ROD WITH CAP NO. LB 6674 1EVATION P.K. = PARKER KALON NAIL 0 = FOUND 5/6" IRON ROD WITH CAP No. LB 6674 :DGE OF PAVEMENT P.O.B. = POINT OF BEGINNING ® ND PERMANENT CONTROL POINT = FOUND :DGE OF WATER P.O.C. = POINT OF COMMENCEMENT p =SET P-K NAIL WITH DISK N0, LB POINT .TNISHED FLOOR P.R.C. = POINT OF REVERSE CURVATURE ® = FOUND MAC NAIL& DISK PCP LB 6674 6674 "OUND P.R.M. - PERMANENT REFERENCE MONUMENT Q = WATER SERVICES `LOOD PLAIN EASEMENT PROP. -PROPOSED DQ = WATER VALVE `LORIDA POWER & LIGHT P,T. = POINT OF TANGENCY e = SANITARY SERVICE AI(E MAINTENANCE EASEMENT P.U,E. = PRIVATE UTILITY EASEMENT ❑ = FOUND PERMANENT REFERENCE MONUMENT _ANDSCAPE AND SIGNAGE EASEMENT R = RADIUS AANHOLE RAD, - RADIAL 000 (4"x4" CONCRETE MONUMENT) 6674 AONUMENT R/W = RIGHT-OF-WAY = EXISTING ELEVATION IN FEET JATIONAL GEODETIC VERTICAL DATUM SAN. = SANITARY 0.00 > = PROPOSED ELEVATIONS IN FEET 40T RADIAL S.B•T. = SOUTHERN BELL TELEPHONE = DRAINAGE FLOW INDICATOR )VERHANG EASEMENT S.F. = SQUARE FEET 1UFFER ZONE TRACT STM. = STORM / SCALE: 1" = 20' `ied. To : - �°' PARCEL A :d,and Sharon Parkgr ,,er Tiile, LLP W.M.T. ;o Title. Insurance Company R=50.00' LAKE lrie Mortgage, USA, Inc., its A=12a4.7'24." Tsars and/or assigns L=11.16' ss„ Q R=2960.00' LOT 109 R' A=0'49'59" L=43.04' �o 004. 0 IJR Nc) \ R=2825.00' L=1'02' 50" 27. 'fir'. .O • pj t'i gbh ti0 �4j. s 27.27 \ `30 �P 27,34 i- U%� 27,g4 F� A ,q 'S REPORT: VEY IS PREPARED FOR RESERVE HOMES, LTD. )T ASSIGNABLE, IS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR 1F-WAY OF RECORD BY THIS OFFICE, ENCROACHMENTS ARE AS SHOWN. 'ION FURNISHED BY CLIENT, THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON VEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. TCH IS THE,f Ppgip ITY'OF. LAWSON, NOBLE & WEBB, INC. AND SHALL NOT DUCEg1'II� VS'FIOLE OWPART WITHOUT THE PERMISSION OF LAWSON, NO E & IN' INRI AINd , I ' , ItHOy4N'}',ERECN ARE••F� DON THE NORTH LINE OF LOT 108 EARS N'45°nyy�j" ' ' „�N� ALL BEARINGS ARE RELATIVE THERETO. NSIUNS RELA'TINu j0 THE BOUNDARY AND ITS LOCATION ARE MEASURED AND ARE RWISE NOTED, )P S�SHOvyt<I HF..REON AKIAT/DEE0 DI RE BASED ON N.G.V,DNG UNLESS EADJUSTMENT of 1929. TOWN HEREON LIE WITHIN ZONE X ACCORDING TO THE FLOOD INSURANCE ' PANEL NO. 1202B5-0275F , DATED AUGUST 19, 1991 FIELD SUIW12Y: ANRIL 17, 2003 MAY 10, 2004 i L� —OP l'S, IF ANY, ARE AS LOCATED. 'ITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA IVEYOR AND MAPPER. ..VX,- L_-� S— I -04 aN D. MORRIS , PROFESSIONAL SURVEYOR AND MAPPER LORIDA REGISTRATION NO. 4731 Qp° E� 6ACKPIM 4 OT 107 FROur I C SIDES CNR SI�D.E�3 REAR TEC II DESCRIPTION: BEING ALL OF LOT 108, ACCORDING TO THE PLAT OF P00 19 \ P.U,D. II - GREENBRIER, AS RECORDED IN PLAT BOOK 41, PAGES 5, 5A THRU 5C, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, P1\500-599\B525\CAD\L0TSURV\101-117\B525LSIGe.dwp 05%11/2004 022902 PH EDT MAP OF BOUNDARY SURVEY CLIENT: RESERVE HOMES, LTD. LB # 6674 LNW Lawson, Noble St Webb, Inc. ENOINEERE • PLANNBRE SURYEYORe 590 NW Peacock Boulevard, Sulte 9, Purl St, Lucle, Florlda 34986 (561) 576-1700 6 foxs (561) 878-1802 - email; Inw-psloinw-Inc•com West P81M Beach - Port St, Lucie REVISION FB/PG DATE I BY CK'D DATE; 4-47-03 REVISED BLDG, N/A 5-8-03 JDM BY: JDM REVISED BLDG, LOCATION N/A 5-9-03 JDM CK'D: GRB FORMBOARD TIE-IN SURVEY 7-23-03 RJl< JDM F,6,:POD19=2PG: 35 FTNAI TTR-1AI c„ovry -_,n z ,,. ,nn ,.. . -,-- tix P4 N � y ZXS sMrs A ,. I '; rr , • .. • j H 6 - r� �c ` `G M S7ITGHING SCREWS`(SEE,, JABLD @ 24' D.C. EAVE RAIL E (� _ ' SPLICE 2 ALL LEACH SIDE O' 1?8' H " D Q I SPACE SCREWS q~q - q ^•5052-H32 ALLOY OR EQUAL 1L8' THICKNESS •`"`�+..;� (11 TOTAL) - #12 x ,/� - "'+. 1' x 2 O.B. =S.M.S AS SHOWN (Ya' MIN. EQUALLY (TYP.) ,. & ASSOCIATES,.LLC ,PLATE EDGE DISTANCE &, PATIO SECTION �r _ C C FASTENER SPACING) lf✓ •��~� CONSULTING •� +-cam COLUMN - / - w STRUCTURAL 1 o 6' x 5' x`0.050, �. « A `: -o.- w 0 0 - 6063-T6'ALLOY PLATE � � �,�, o c CONE SIDE) OR STRONGER ''-'•. .. pig?, -� 'm - - ENGINEERS - K-13RACE o'F —C J� — - - - - PO Box 10039 3' x 3' x 0.050' MIN 6063f76� LOY `���A,/ , _ . PLATE OR STRONGER (ONE SIDE) WITH - . 2x3x0.070 CHAIR RAIL ,`' T • - - Tampa, FL 33679 (3) - •#12 x S.KS EACH SIDE AS - - - '', - P� #14x34 SCREWS P ® t C(I l Tel: (813) 374-0321 SHOWN (V MIN. PLATE;EDGE DISTANCE K-BRACE ® �- QY�' y1. - (� ,�XX) & C-C FASTENER SPACING) - _ - 6 © © �OJ - K-BRACE BEAM RevJDate Description LINE LINE SCREWS PLATE - CORNER POST - - - l**�Ic Qp o ISSUED Opp ) ZG Lie- cSYQO �,1E5 "'A' 'B'&'C' ' TOTAL WIDTH a •� Pp4„ 2x4 3 2 24 12' Q 618 3 x 2' x 0.050'1 IN. 6063-T6 ' ` - �_ UN6 �C {OSPT 2x5 B _ 3 32 .' 14' ALLOY -PLATE OR' STRONGER �� Cj,IQa fk . SGg�115`` ' B ye (ONE SIDE) . - - - i`- . _ t 1iz s* •- �As3 *.*> -^ - .. 2x6 4 - • 3 .40 14, 0 za t 0 50 q= 56. 66� Q (3) - #12 x a' S.M.S, K-BRACE - _ _ , .- EACH SIDE AS l SHOWN GIRT ( RAIL) �t-3Q - " Q j 2xB 5 -9 64 1P 1 (W MIN. PLATE EDGE CHAIR DISTANCE & &C - l - - \ 2x9 - 5 - 6 72 "18, Q FASTENER SP CING) - MANSARD BEAM 2x9CHW) 6 7 as 18, 2x2xO:093 BRACECONNECTION DETAIL , ' (TYP.), 2x10 7 7 96 16, Q 0 o UNLESS 0 1' x 2' OLE PLATE OTHERWISE o .. NOTED ■ SEE EL RACE" SIZE - MIN.. (4) #10x3" LONG S.M.S. INTO -FOUNDATION - - FOR BRACE" SIZE (3) #12i)Y" B.M.S., EACH LEG AND ((6) #12x14" S.M.S. CHANNEL TO BEAM SCREW BOSSES (TYP. ALTERNATIVE (9) SCREW TOTAL BEAM STITCHING ® 24" O.C. -Ys- 0 CONCRETE ANCHOR (2 PLACES) �''• - (TYP. TOP AND BOTTOM OF SMB _ Q �2x3xO.070 SEE TABLE FOR SIZES) IN LIEU OF TYP. Y4- 0 CONCRETE -- - PURUN �-"�. WW SCREWS FOR CORNER COLUMN r' -„"�'g (j W Of F O =ya.*- 1�c ..-...-�,� lxix%' BY 2' LONG in LATERAL' -! -BRACING. - r ANGLE. EACH SIDE (TYP.) - _ _ 2x3x0.070 GIRT/CHAIR RAIL - �- CONNECTION'DETAILS �— -(sEE eLAN> txtxV8" BY 3" LONG a�i -j _ NKE-FORMEMATERIAL THICK OGLE, EACH SIDE (TYP. U U 1MIx 2 1/8' x I- x 3" LG...- ((3) #(12xV2" S.M.S.. EACH W w -CHANNEL G 6) TOTAL (TYP.) t_ Z (TYP. ALTERNATIVE) � N W MIN (4)l104" LONG W S.M.S. INTO SCREW BOSSES - i Z W (4) 0144 S.M.S.,, {-.2 '-I - O 2 SCREWS (TYP. ALTERNATIVE) O (� _ _ .EACH LEG (TYP.) S.M.B. POST a I--' U) (5) #12x3/4" S.M:S` 1x2 O:B. TTACHED TO BEAM W S.M.B. 6' LONG ., J i /, (TYP. @ EACH BEAM)-HOLLO4Y POST - - (2)-#1 X2" S.M.S. INTO SCRE!sBOSS < _ 1� - - PURLIN TO ROOF BEAM W U U u� (5) Y; Ox3 Lb @> EACH ANGLE (i)-,/a-- S.S.rHRu-sO}T `�; CONNECTION- DETAIL W NUT AND WASHER'! \ NOTES PRIMARY SCREEN ENCLOSURE BEAMS SHALL BE - - - `•�^" -" J'0 EACH SIDE OF -BEAM % ATTACHED TO HOST STRUCTURE CONSISTING OF CONVENTIONAL TRUSS/RAFTER FRAMING WITH MAX, 1•:. 4- ��#12x2" S-M.S.'- tx2 O.B. OVERHANG NO TO EXCEED 30' UNLESS OTHERWISE - CHAIR RAIL I GIRT TO POST RaP`AM BY: DYK ( FACIA "-TO BE 2x6 CMINJ S:P.F. - TO-BUPER GUTTER (TYP.) DR `WESTER RED CEDAR NOTED ON PLAN DWG. - '_� y STRUCTURAL GRADE 2 MIN. CONNECTION DETAIL'co diECKED eY: DYK w _ - s` c SCALE: AS SHOVVN 4 12x3 4" S.M.S. <ll 0x2@,LG. LAG SCREW @ 24' ( ) / txi x" ANGLE 3 LONG (EACH SIDE)`„�>--"• ems, jt 0 C. ENTIRE LENGTH. OF GUTTER - t� '-•,�� DATE- 8/11106 . - W/ (3)12x S.M.S. EACH LEG. BE SLOPED OR FLAT SECURE FASCIA'TO EACH RAFTER TAIL • - - 2x PURUN - • `' x2 t (S-E}0w„PLAN FOR SIZE) ' SM BEAM f W/ (1) Yvvx4 FLONG PAN HEAD LAG SCREWS - - - - _ (MAY,BE �SLOP�ED-._ _ 2x3x0.045 EAVE RAIL _ATTACHEDyTO aq - i -�-� BEFORE ATTACHING SUPER GUTTER - - . OR Fl.AT)'" -`=- BEAMS WITH (2) MIN. #10x2"S.M.S.- �. - ! • (2) ''#14x4' S.M.S. THRU. 2x3 INTO SCREW BOSSES(TYP.){- �. EAVE RAIL INTO PURUN- C BOSSES/. ... _ '� .` . USE # I OX%" S.M_S.,O 24" D.C. TO CONNECT TO tx2`O.B. TO 2x3. Z - t- .. -�\ DO YEON KIM, P.E. x) ", ANGLE, EACH SIDE d :� " ' 2x2 r USE10x1J4' S.M.S. ®24 D.C.,., FLA. REG. R49497 (FOR ACUTE:ANGLE CONDITIONS - - .. TO CONNECT TO 1x2 O.B.TO .2 r . iw INSTALL ANGLES AND FASTENERS (1) Y♦'0x2' LG. LAG SCREWS 1x2 O.B. FASTENED3- 0 COLUMN/POSr C ' INSIDE THE BEAM) / p ° (TYP. @ EACH BEAM) 4 1 i W/ (2)tOx2 S M 5. (EACH END, TYP.), ( " '�(4) 12x3/4" S.M.S. _ ,\ I\� _ (1) #12x2' SNS @ 12' c.c. O " S.M.S.. 2 scREWS' _ - - - i I l } -, DO KIM & SSO ATES, LLC \ - (MAX) BETWEEN BEAMS EACH LEG (TYP.) 1 - l \ yt �� Il 5 on- 71 SUPER GUTTER � tNi ( 2 87 MIN::0090 THICK - PURUN FASTENED TO COLUMN/POST , E ANGLEICK CONTINUOUS WITH (4),012x1" S.M.S. (EACH1. LEG) OF) BEAM (TYP.)',OEACH SIDE• MIN., 3 MAX. C-C f PO X 9 2' 0 DOLLOP'DF CONSTRUCTION Lib t USING Y6" THICK FLAT BAR BEGM;• SPACING OF FASTENERS (TYPO'Tamp FL 33679 ADHESIVE @ 5:'o:a - Ix1W x 2" LONG ANGLE a TO FIT (6063-T6 ALLOY) / t.' .OF BEAM S.2. EACH SIDE" -OF BEAM FOR 2x5�COLUMN TO EACH SIDE (TYP.) '�\ - Y:f 2x5 BEAM �, Yz' .MIK BEAM EDGE - NOTE. CONSTRUCTiDN,ADHESIV,E SHALL MEET- - \\ - -ti DISTANCE (TYP.) D _` ASTM C-557. MIN SHEAR-STRENGTH'.@-9 SECURE FASCIA TO EACH RAFTER TAIL ` COLUMN/POST - ! - DAYS = 425 PSI ,W/ (1) Y'Ox4' LONG PAN HEAD LAG SCREWS ' f COLUMN/POST _ - BEFORE ATTACHING SUPER GUTTER ROOF BEAM TO SUPER GUTTER _ $1ox3/S.M.S. . AD ESIVE CONTINUOUS BEAD [IF corlsTRul:nDN - SIDEWALL. POST / COLUMN TO _ MAIN POST / COLUMN TO'ROOF BEAM CONNECTION DETAIL _ ®z D.C..ADHESIVE Drawing No. - 060811 CONNECTION DETAIL CONNECTION DETAIL " SHEET 1 OF 3 _ .x� -+ .., a-.mac.-s,^*,�'�-t-"•�•>^�-c-:•u _ - - - -PURUN SUPPORT__!_- - - COLUMN/POSTY,ANGLE EACH SIDE (TYP. • -a ti,, ) .. •.,a-. . EAM 5. N LE CE' LONG) W/ C2>-#14 x2- LG, -ANGLE— -_S.M.S. MIN. _y� - . -- --- -- - _ - %-0 CONCRdEi ANCHOR - - - - -- : B _ , .—_ - - _ TEKS-INTD TOP DF 2x3 EAVE RAIL AND (2)- - EDGE DISTANCE -� - #14-TEKS INTO THE FRONT OF THE 3x3 CORNER POST W/;(4) 12x3/$ S.M.S - W/2 EMBEDMENT INTO - - l/l�'_ (EACH SIDE) STRUCTURAL CONCRETE (TYP.) D K I 1 %"0 CONCRETE ANCHOR R 1- 'x2" O.B. SLL,EuP\tLA.tTiE tiu. - - '. ;. , - --- - " - _ `- ScA 5S❑ C.. IA - TE- - , L-L C /a" EMBEDMENT INTO 0 WL232"x PURUN' STRUCTURAL CONCRETE (EACHSIDE) CONSULTING tx2O.B.TOP FRAME STRUCTURAL iu�• ° - ' •'•<' ' ' v I • i- 2x2id¢ . ANGLE CUP, CUT AT ' 1 x3 O.B. FASTENED TO CORNER - ENGINEER S • .. ,d .`df.. G - ANGLE AND SECTION WIT #1;Ox2' S.M.S. W/ CORNER POST ..• 3" MIN,( .) '' - BEAM MAY ATTACHED O THESCREEN ROOF HERi® 18" O.C. f1 .. _ _ , .. - _ . _ .. , . - -< • SCREW ' CONCRETE ",� a .& FLA - - - EAM.' T N (1) Y6 THRU - Lc - _. - _ _ _ ' _ - - _ 35" DIA WAs PO Box 10039 z I. - ix3 O.B.-SIDE -WALL CORNER UPRIGHT „mow 'ATTA WITH"FENDER WASHER_ T 33679 D ®24j0C PORJSLOPED _ t," } � Tampa, _ R ANCHOR A -'TO BEAM O RAIL S } ,��� AN 9" FROM POST (TYP) ;' �' DIAGONAL`BRACING SHALL NOT BE F - I _ Tel:(813)37 ' t-U ATTACHED:ITO ROOF PURUNS. - I��. .4-0321 2x2x0093;13RACE RevJDate 'Description cowmN/Pose _ ( , ELEVATION VIEW t t SIDEWALL-COLUMN TO -FOUNDATION 9'. l r s� PL"�')•' r sla :? - - xt ; 1v •: _ s: f�' - - - "� - - - r . �' ` •: 2010 ISSUED .. CONNECT ION^DETAIL S, - tx2 O.B., SOLE PLATE ~ PLAN_ s ` �CORNER;POST/COLUMN TYPICAL DIAGONAL ROOF AIL BRACE.CONNECTION - - DEr UPRIGHTz Q p Q SEE PLAN FOR SIZE E f 2500 PSI MIN. CONCRETE STRENGTH Q EDGE OF CONCRETE _ 1' (TYPJ _ tx2 O.B. FASTENED TO CORNER N SECTION WITH #14x1Y," S_M,S.® a �' '\ G ` 24" O.C. wN PLAN VIEW wwa APPROXIMATE W ZF ALIN THICK BRICK PAVERS GRAD WxX" ANGLE 2' LONG (EACH SIDE) w¢ RTAR ON TOP OF-FOOTER - &/3/801 D. GALVS EXP. BOLT o. TO POST af-.B. SOLE PLATE Z . • _LI a •e ` d . I I MR All- I I - 111= _I W/ 2 1/2" MIN. EMBEDMENT r -� - a' COMPACTED OR Q CORNER POST / COLUMN TO FOUNDATION CONNECTION DETAIL ` 4% ANGLE'�EACHSIDE (TYP) BEAM SUPPORT SM3MIN:���•-' - - - COLUMN/POST; _ EDGE DISTANCE"0 .z CONCRETE ANCHOR`, W/2341" EMBEDMENT INT65= 1 .. - - - 2x2x1/8".x 2" LG. ANGLE STRUCTURAL CONCRETE_(TYP.) - - ` W/ (4) #12x3/4" S.M.S '.'(EACH SIDE) 1 "x2" O.B. SOLE PLATE `\ �'• O O i.' O O O O O 0 C=y. PO ~ a •... Z 3" MIN. (GYP.) . y. Ya"4x2Y4 CONCRETE f r u ` SCREW ANCHOR ® 24" O.C. u o AND 9" FROM POST (TYP.) F C] .. ' =1I I I d- '� ` d c I- UNDISTURBED SOIL SAND — I j Its A. (2)-#5 REBAR, CONTINUOUS C] 3" MIN. CONC. COVER, 36" .MIN. - ' - I I —I I -III=11 I� I EAI =1 11= LAP SPLICE .o .:• _4 :..: =111; II III El l E ICI' o . J Y; 0x5" CONCRETE SCREWS ® 24" O.C. 2%" MIN. CONC. 2 MIN.* N z (TYP.), 1Y2' CONC. EMBEDMENT (MIN.) .EMBEDMENT (TYP_) - - �% W * DIMENSIONS MAY BE SWITCHED a) W TYPCIAL FRONT VIEW OF POST TO tv W FOUNDATION CONNECTION WITH PAVERS STANDARD.TYP. CONTINUOUS PERIMETER FOOTING a p 6 Z U BEAM _I W ALTERNATE (1) V 0 _ 2xlxY" ANGLE - 4" NOMINAL CONCRETE SLAB - (4) #12x3/a" S.M. - BRACE DRAWN BY: DYK (2500 PSI, MIN.) W/6x6x10/10 ' - 2"x PURUN., 2"xt"xya- ANGLE (BRACE) W/ CHECKED BY: DYK W.W.M. OR FIBER REINFORCED - SCALE: ASSHOWN [POLYPROPYLENE FIBER - - - - - (4)12xY4 S.M.S. ® EACH 1.5 POUND (MIN.)PER C.Y.] - - MEMBER INTERSECTION - DATE: 8M1/O6 C ' p 9' COLUMN/POST _ E - - - � 0 o 2x2x1¢" ANGLE 2" LONG ON ` - - ,>4 - o _ d • e - UNDERSIDEW/(4) #12x3/4" S.M.S. 1x2 O.B. SOLE PLATE - _•, - a • ° ••• d" . a, BEAM MAY .. - EACH LEG (BEAM & BRACE) - 7 �- ® r T; III —III - I III III °d qa, a a d SLOPED 4 4 - ° . ° a (2) i�10.272" S.M.S.' e 'd .� .. • '' '(TYR EACH END) III —III— a a _ o _ ((2)10x ° 7Y2" S.M.S. III I I ° rI'4MIEG. y2x3 BRAC x ..'r' r :l S�PLAN t, r6 DOYEO P.E. LIMB R 49497 �, D IM &("."').'T'S LLC _ B. EACH END) _III —III III — III a G e c ALTERNATE 12 _ '4. —III—I I III=1 I ° ° ° 2x3 BRACE Tampa, FL 33679 `�., 1' CTYPJ •e UNDISTURBED SOIL OR COMPACTED ' . EDGE OFYC ETE CRUSHED UMEROCK (90% PROCTOR) "T-'•---_---- MIN. (1)-j5 REBAR CONTINUOUS, SPLICE --: P%AN'-VIEW_;: '- "`-" - MUST OVERLAP 20' MIN. 3" COVER (TYP.) _ PLAN - TYPICAL ROOF - 8- '(MIN.) . - . -. -_ MAIN COLUMN TO FOUNDATION ..._ __ _% _. __ . _ BRACE TO BEAM CONNECTION 1- CONNECTION DETAIL FOUNDATION/SLAB DETAIL Drawing No. - 060811 SHEET 2 OF 3 �N �DO KIM - _ - _ - (6).#140S.M.S -.. (3) SCR AS QpR 2X3-�O - - ASSOCIATES, Sc CI S, LL C _.EACH LEG (TYP.) -- - - - - - •-.. �. Y4"0X2Ys" LAG SCREW ® 12" O.C., " USE 14x1Y2" S.M.S., ®za• O.C. CONSULTING, (1) WITHIN 3" OF EDGES (TYP.) To -CONNECT TO. 1x2 O.B. TO 20. - STRUCTURAL "1 "x2" O:B. (TYP.) x (4) 014YX" S.M.S., 2 SCREWS 10 A" x 3" LONG. ANGLE, EACH SIDE ,(TYP,) ENGINEERS ' EACH LEG (TYP.) „ -' • PURUN FASTENED TOCOLQMN/POST -. NOTE: STUD - - -WITH (4). 14x1" S.M.S. (EACH LEG) PO Box 10039 FOR BLOCK FRAMED HOUSES USE USING )(y'. THICK' FLAT BAR BENT - To FIT (6063-T6 ALLOY) ' Tampa, FL 33679 14x2y" CONCRETE SCREW ® 18" O.C., 1 WITHIN 3" - - - WOOD FRAME WALL - 1A1x1EiSI 2' LONG ANGLE, - � EACH E (TYP.) SIDE - Tel:(813)3740321 - OF EDGES (TYP.) COLUMN/POST Rev./Date Description r TYPICAL SCREEN EDGE_ TO STRUCTURE . CONNECTION DETAIL - General Notes and Specifications. . 1. Contractor shall field verify all. dimensions before construction and shall notify engineer of discrepancies for immediate. - consideration. Contractor shall be' responsible for overall design and shall coordinate all delegated designers as specified. DKA 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. alto wed by FL Statues. 2. Concrete shall be mirrLimum,.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 p"si (grade 40) and be provided with cover in accordance with ACI 318. y. 3. All dimensio6s are provided by contractor, Do Kim & Associates,'LLC have made interpretations where necessary. 4. The'following structures are designedrto'he 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 architect or engineer to, verify host ' � 3 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)410x2" per connection 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 Screws) Screw Nominal•Screw. Diameter (in) Minimum Edge Distance Minimum Center to Center Distance 1/2 #12 0.219 0.250 Structure has been designed to meet the 2007 FBC w/ 2009 Supplement. Project is sited where the basic wind speed is 130 'mph (3-sec gust). 170.77 for screen enclosures. 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 SM13and 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. 1x1x1/8" x 2" LG. ANGLE W/ (2) .$14x3/4" S.M.S (EACH SIDE) , 6" REINFORCE .CONCRETE WALL - Y4 Ox2W CONCRETE SCREW ANCHOR ® 24' O.C. - - .AND 9" FROM POST (TYP.) - PURUN SUPPORT 'COLUMN/POST 0 0 3' MIN. (TYP.) d a d a' SECTION,PURLIN/COLUMN TO HOST. WALL CONNECTION 1 x2s (2) Y'Ox2Y2' LG. LAG S -REW EACH SIDE OF BEAM (Typ { FACIA` TO BE 2x6 (MIN.) B (4) #.14x3/4 S;M:S. (TYP.) d' — ROOF BEAM g.. (FLAT OR SLOPED) SECURE FASCIA TO EACH RAI W/ (1) )±'Ox4' LONG PAN HE, BEFORE ATTACHING SUPER GI A. . 2x2yX".ANGLE EACH, SIDE Ri (TYP_) a (8) #14x3/4" S.M.S., (4)"SCR_EW EACH LEG (TYP.) ROOF BEAMTOFASCIA CONNECTION DETAIL ':TAIL AG SCREWS ZL 2011 ISSUED 0 0 U J W 0 — W � o = U cn O a) U z U) W L Z a) J Z �W/ LL O U 0- Z W :J W W U 0 I— DRAWN BY: DYK CHECKED BY: DYK SCALE, AS SHOWN DATE: 8/11106 DO YEON KIM, P.E. FLA.JASOCIATEES, 49497 DO M LLC Box 10039 T9 Drawing No. - 060811 SHEET -3-017 3