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HomeMy WebLinkAboutSUBMITTED PAPERSC)FFICE USE ONLY: Fee Due: Receipt# Permit# - Date: 1p, j mit 0�� 71?�� Ch PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION q 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 772-462-1553 APPLICATION FOR ALUMINUM STRUCTURES PERMIT kLL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED SCANNED BY PROJECT INFORMATION St.. 1�tud@ County LOCATION/SITE ADDRESS: �jjoo N Effi: 2. PROJECT NAME: SITE PLAN NA 3. pROPERTYTAXIDg: 11,135PLOP07('0609 Ll V,_ 4. LEGAL DESCRIPTION (attach extra sheets if necessary): Lar IA�ajlwk3 5. PLAT BK BLOCK LOT PAGE �,49, (no --�OT DI C)NS 41 t1,4 LOT IMENSI� S 6. PARCEL SIZE: ACRES/SQ FT. W1 � RIGHT SIDE.. LEFT SIDE: 7. SETBACKS (ACTUAL) FRONT: BACK: --ek 8. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE) TYPE OF CONSTRUCTION 0 SCREEN ROOM n CARPORT/PATIO ROOF N=New A = Addition R = Rebuild SG = Slab on Grade SR = Raised Slab WD = Wood Deck El NEW El EXISTING EXISTING EXISTING El NEW D HABITABLF GLASS ROOM El NEW 0 CAT 1, 2 OR 3 SUNROOM El NEW El 6LUMPTUM COW. SEED 0 NEW [!I' POOL ENCLOSURE RNEW a`::El M H ROOF OVER 0 NEW El ROOF SYSTEM OVER..' El NEW EXISTING ACCESSORY STRUCTURE D OTHER- El NEW El ALUM POOLFENCE TOTALSQU I oQUARE FEET OF DIMENSIONS - � 'CONSTRUCTION X X X El IN EXISTING X El IN EXISTING X ED EXISTING 11 X X0 [:] EXISTING El EXISTING X El EXISTING X RR FOOTAGE OF CONSTRUCTION 0 6 Z Linear feet 9. VALUE OF CONSTRUCTION: $ U%20- 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 ities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted similar types of construction activ PRIOR TO FIRST INSPECTION. SLCCDV Form No.: 001-02 Rev.0412612010 OViNER INFORMATION NANE: t1--11 ADDRESS: (11oo Uota�� C�_. \1 CITY: STATE: ZIP PHONE (DAYTIME): eZt-) 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: PHONE (DAYTIME): STATE: CONTRACTOR INFORMATION ejea Ke 9: /44 f<v STATE OF FLORIDA REG./CERT ST. LUCIE COUNTY CERT BUSINESS NANIE: QUALIFIER'S NAM[E: ADDRESS: &&gr CITY: STATE: ZIP PHONE (DAYTIME): 5&� 57e* FAX No . email: ARCHITECT/ENGINEER: ADDRESS: CITY STATE: ZIP PHONE (DAYTIME): (---J- ROOFING, ELECTRIC, PLUMBING, NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR AND HVAC ZONING REQUIREMENTS All such structures will be subject to the requirements of the ST. LUCIE COUNTY LAND DEVELOPMENT CODE. El 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 M[H Parks shall be indicated on the plot plan. El 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 VNSHIP TOV_�� 61Lf I RANGE Lio MAP NO. I lww SECTION ZONING LAND USE 'FL4 LOT CVG % Pennits Re.uired REPORT BIMS FEE $ MISC FEES TOTAL FEES $ CODE BUILDING &ZONING REVIEW VALUE OF CONSTRUCTION REVIEW FRONT COUNTEP/ ZONING SUPERVISOR PLANS EXAMINER VEGETATION USING ICC TABLE DATE 10%DA "dMLW'ff4&JA INITIALS 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. 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 LEEN 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/Owfier 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. have verified that the existina foundation meets the requirements of the Engineer of 3. 1 , the Contractor I Owner Builder, t' e aluminum structure and said structure will not Record and is in adequate condition to withstand the uplift and weight of th exceed the footprint of the structure that was in existe prior to removal by the storms. OWNER OR "ANT 0 SIGNATURE STATE OFF ORIDA COUNTY OF The foregoing instrument was acknowledged before me me this 611pe day of 120 by 99t*4 2) �<� who is personally known 1----to me, or who has produced as i �P! CAfi*4KMAS My CoMMISSION # DD 91062" EXPIRES: Ju� 26,2013 IMPORTANT NOTICES '�r TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED- IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, TEE OWNER MUST PERSONALLY APPEAR , IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION, TO SIGN THIS APPLICATION & THE OWNER/BLDR 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. �C ��CTO SIGNATURE ONTRACTO IGNATURE STAATE OF LORIDA COUNTY F The foregoing instrument was acknowledged before me me this oday of 20_L--, �y by JD -' who is personally known produced P---to me, or who has 1 0 0 0 CHN&&M OMMISSION # DD 9100 PIRES'. JuW 26,2013 4 Thru W NOM W*e' PLAN REVIEW SPEOFICATION CHLvz,,KLIST PLEASE PROVIDE ONE OF THE FOLLOWING: 2_"2`Sets of Detailed Plans: Dated, Signed & Sealed by an Engineer or Architect holding a Florida State professional license. El 2 Sets of Detailed Plans: Designed in accordance with the AAF Guide to Aluminum Construction in High Wind Areas. El 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 I I" or larger. • All relevant tables & details, if using a manual, must be properly highlighted and must match design checklists & drawings. ions; the location of the host structure, and all materials must be sized and • The plan view must include all dimens identified thereon. th • All elevations must be shown, including 4 wall detai . 1, 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"]. ant to the design must be identified on the Plans. • All methods of fastening or other details which are relev " 11 "1 050"]. • All upright column heights, sizes, spacing and gauges must be shown as follows: [Example: 3 x .3 x - • 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. ied. • All roof pans or composite panels, with gauges and spans, must be sized and identif • 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. 7 all materials, fasteners and height specified and shall have self -closing, self • Barrier railings, if utilized, shall have catching gates with picket spacing. (11) SITE CONSTRUCTED SHEDS, HAVING ANy ALUMINUM COMPONENT, SHALL MEET ALL OF THE ABOVE REQUIREMENTS AND THE FOLLOWING ADDITIONAL ITEMS: riina" or cladding (A) 2 copies of the current product approval [i.e. N.O.A. or State of Florida approval] with the proposed "opei component highlighted and with fasteners and design! pressures, per FBC 1714, clearly identified. (B) 2 electric schematics,'in accordance with the N.E.C., lif applicable. (C) Design pressures, per ASCE-7, identified on the openings of all Plans. (111) 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 TFM FOLLOWING ADDITIONAL ITEMS: sed, inclusive of the definition. (1) The designer or engineer will state on all Plans, which Category of Design [3.1.2] will be u (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. proposed structure to the host house but shall (c) A Certified Florida Engineer may design the manner of attachment of the assume full responsibility for both structures' integrity by site specific documentation. JOSEPH E. SMITH, 0-1 F ' RK OF THE CIRCUIT COURT AFrER RECORDING -RETURN TO: SAINT LUCIE COUN' FILE # 3622679 08i26/2 12:02 PM OR BOOK 3319 PAGE 699 - 699 Doe Type: NC RECORDING: $10-00 PERMIT NUMBER: NOTICE OF COMMENCEMENT 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. 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBERAst-3 - W- -6614 -M51V "ick Pine.� S#J , J*A 5e �� &f -S/41 2. GENERAL DESCRIPTION OF IMPROVEMENT- 3. OWNER INFORMATION: a. Name b. Address- 460 Looko(A (L-F, d. Name and address of fee simple titleholder (if other than owner)_ 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: 111�4< r-31 0 -r-. - I OV11\1A-1PL-�1 . 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: c. interest in propertyj��—IAQV' 2 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 (die expiration date is I year 6orn the date of recording unless a different date is specified) ._2 WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFFER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UND R CHAPTER 713, PART I SECTION 713.13, FLORIDA STATUTFS, AND CAN RESULT - Signature of ww"Welor Print Name and Provide Signatory's Title/Office Owner's Authorized Ofricer/]Director/Partner/Manager State of Florida Countyof ':LQ,�ZO,0' The foregoing instrument was a�Zowledged before me this QQ ay of 20 By r 0-S i (y)(11T QQQ� as (Name of person) (3 (Type of authority ... e.g. Owner, officer, trustee, attorney in fact) ror (Name of party on behalf of whom instrument was executed) Personally Knowl�or produced the following type of ID: 14 Notary Public State of Ffodda -S r P Kelly Miller Met y ion EE1 13540 ss 0 (DO n-� MY Commission EE1 13540 0', Expires 07/1812015 (Printed Aame of Notary Public) (Signature of Notan,gublic) n 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 knowledge and belief (section 92.525, Florida Statutes). By:/ZS, ture(s) of 0 ner(s)l Authorized Oftleer/Director/Partner/Manager who signed above: By- , L�l -- Rev. 08/30/2007(Recording) ka4 cT t;L ?44'75-/ JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3608461 OR Br�'.-17-�3307 PAGE 988, Recorded 07/12/2011 -12:39 PM AFFER WORDING-RPTURN TO, rr NUMBER, 7 NOTICE OF COMMENCENMNT 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. 1. DESCRIPTION OF PROPERTY (Legal description and strect address) TAX FOLIO NUMBER: �oq �-q 2. GENERAL DESCRIPTION OF UVIPROVEMENT:'PhOl 3. OWNER MFORMATION: a. Name 0,4s' v b. Address 4 100 t-001e-OLA- 01. Tj. d. Name and address of fee simple titleholder (if other than owner)_ 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER* c. interest in property-6—LO-am 5 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: %I-ew %vAt I IF-i- 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 himsel f or herself, Owner designates the following to receive a copy of the Lienoe 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 I year from the date of recording unless a different date is specified) — 2Q—. /' �/, / - r - - 40 e ot' Signature nfq*!�r.r Print Name and Provide Signatory's TilletOffice Owner's Authorized Officer/DimetoriPartner/Manager StateofFlorida County of-:2Z9f4%1 40%t* 'Me foregoing instrument was acknowledged before me this. ay of (Name of person) CI)qx of authority ... e.g. Owner, officer, trustee, attorney in fact) (Name of party on behalf of whom instrume twasexec ) Personally Known— or produced the following type ofID:Al" �was �exoc My COMMMIGH I DD 910685 EXpIRE&SUV26,2013 (Printed Name ofNotary Pub—fic) L��ign—nfNowyPabliq -,Nve ,pl 4";450, VWkdTWGukdWqS1� Under penalties of pc�ury, I declare that I have read the foregoing and that the facts in it are true to the best of my knowledge and belief (section 92.525, Florida Statutes). Sigunture(s) of Owner(s) or Owner(s)' Authorized Officer/Director/Partner)Manager who signed above: BY: 4�� By P— oulwnw(P.—Knair STATE OFFLORIDA ST LUCIE COUNTY THI 3- 1 S TO CERTIFY NAT TU.1 1, . i, 8 ij oo R. IS Page 1 of 1 Property Appraiser - St.Lucie Qounty, FL PROPERTY RECORD CARD Casimer Kogut Record: 1 of I <<Prev Next >> Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification Site Address: 4100 LOOKOUT CT Parce[ID: 1313-502-0096-000-4 Sec/Town/Range: 18:34S :40E Account#: 4981 Map ID: 14/18N Land Use: SF Res Zoning: RS-4 City/Cnty: St Lucie County Ownership and Mailing Legal Description Owner: Casimer Kogut Judith A Kogut HOLIDAY PINES S/D-PHASE III- LOT519 (MAP 14/18N) (OR 1201- Address: 4100 LOOKOUT CT 2957) Fort Pierce FL 34951-3316 Sales Information Assessment 2010 Final Total Land and Building Date Price Code Deed Book/Page 2010 Final: 126900 Land Value: 34700 Acres: 0.66 1/2911999 29500 00 WD 1201/2957 Assessed: 126900 Building Value: 92200 5/31/1990 31700 00 WD 069410701 Ag.Credit: 0 Finished Area: 1906 SqFt 12/1/1987 19000 00 Cv 0569/2138 Exempt: 50000 Taxable: 76900 Taxes: 1802.73 BUILDING INFORMATION 14% Exterior Features View: RoofCover: FS - FibrgIss Shg RoofStruct: HP - Hip ExtType: HC+ - HC+ YearBlt: 1999 Frame: Grade: C+ - C+ EffYrBIt: 1999 PrimeWall: BS - CB Stucco StoryHght: 0010-1 Story No.Units: 1 SecWall: Interior Features BedRooms: 0 Electric: MX - MAXIMUM PrmlntWall: DW - Drywall FullBath: 2 HeatType: FHA - FrcdHotAir AvgHt/Fi: 1/213ath: 0 HeatFuel: ELEC - Electric Prm.Flors: QT - Tile -Quarry %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBIt- No. Land Use Type Measure Depth SDSF - SITE DEV S-F Y 1 1 AV AV 2001 1 0 1 00-S F Res 230 -Front Ft 155.98 185 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED I http://www.paslc.org/prc.asp?Rid=131350200960004 0 7/12/2011 nffl�e - 772-569-5496 I (K IN U 0, E Fot, ;:ax, - "11172-569-911;5 T, I o!'.1 C01: durninum Lic. CSCO32086 :7 Hl: "J. CO, Z-3 Brian D. Krugei Chris Thomais 24" OVERHANG F5" SUPER GUTTER x x x C14 x C*4 04 72X3 2X3\ 2X3 2X3 --------------- 0) t x x x x X2 C14 04 c' Cq Z2X3 (0 2X3 2X3 2 X3 X3 14 x x x x 04 C*4 04 C14 2X3 2X3 2X3 2X3 2X3 -- - /scx" - , \+'� x C11 x 04 x Cq 2" 1�7'—V' 7'-2" 7'-2 7'-2" 7'-1 T PLAN VIEW 2X3 2X3 2X3 —13?'�%Xl cx, x �2X3 C14 x 2X3 c*,[- x 2X3- c-4 2�X3 1X3 1X3 1X3 1X3 1X3 tn '_ W) x X > x U) x LO x C*4 U) x �5 n N N C C*4 N C*4 Z2X3 2X3 2X3 I 2X3 I 2X3 Im JX3 1X3 1 1X3 1 JX3 \-16" KICK PLATE REAR ELEVATION 2X7 2X7 2X7 7� e!!��2X3 2X3. 2X3 12X3 2X3 2X3 2X3 1X3 1X3 1X3 Ln LO x qIX3 x x x 04 N C*4 i 2X3 2X3 2X3 2X31 JIN - 1X3 1X3 I JX3 x x CA N �,-116" KICK PLATE 1X3 1X3 H1X3 '-'4,� x LO 0 U0 x 04 x C14 x 04 . 2X3 2X3 2X3 E IX31 1X3 1X3 M3 to x L I F T SIDE ELEVATION RIGHT SIDE ELEVATION Mr. Caz Kogut FARLEY ENGINEERING LLC ZP�AdE� ATE: t-7. 0 1. 11 4100 Lookout Ct. Consulting Engineer #40111 — CA28108 8800 N. U.S. #1, Suite #2 , Sebastian, Florida 32958 1 of 3 Ft. Pierce, Fl. Ll (772) 589.6229 (772) 589.2296 fox ' rr-�-: 1X3 SCREEN CHANNEL W/ 1/4" CIA . TAPCONS 0 24�' D.C. 2X2X3 CUP ANGLE (4) #14 EACH SIDE & (1) 1/4P X 2" EMBED TAPCON EA. SIDE L2X2X2X1/4 ANGLE CUP W/ (4) #14 TEKS EACH SIDE OF POST 3/8" DIA. X 3" MIN EMBED TAPCON EACH SIDE CONCRETE SLAB �#SCOOT� MONO FOOTING (2) #12 TEKS rT[EACH CLIP --RECEIVER CHANNEL I—ri'PICAL RAIL d 2X3XO.05" CHAIR RAIL TO POST PURUN 2X3 W1 WX 125"X3" ANGLE WI(3) t4 TEKS 61) TOTA; 2X POST PURLIN TO POST CHANNEL 1X2 SCREEN CHANNEL W/ 1/4" DIA. TAPCON 0 24�' D.C., (2" EMZ� 2X2X.125" ANGLE EACH SIDE W/(2)-/ #14 TEKS AND (1) 11/4�' X 2" EMBED TAPCON TYPICAL ADD (1) 2X2 ANGLE7 EACH SIDE TO SPANS X\N OVER 30' ROOF BEAM TO MASONRY 1/4P LAG 0 24P AT GUTTER 2 a pt U JRU UN 2X2X.125" j ANGLE EACH STRUCT. FASCIA SIDE W/ (2) L%HIM #14 TEKS - V' SUPER GUTTER PURLIN @ SUPER GUTTER 1X5X1/8X8" EACH-, FSTRUCT. FASCIA BM W/ (3) 1/4" X 3" LAGS (3) #12 TE /4PX4Y LAG 0 24P AT GUTTER & @ EACH SIDE OF SHIM SHIM 5" SUPER GUTTER L2X2X125"W' ANGLE EACH SIDE W/ (4) #14 TEKS OVER 36" SPAN USE (3) 3/8" X 3" LAGS BEAM @ SUPER GUTTER 2X3X.05" RAIL F-7-09" PLATE 1\ (2) #12-TEKS TYP. MEMBER VEACH (SPANS OVER 32' U i SE #14 TEKS) POST 2X3X.05" BRACE K— BRACE . ALTERNATE 1/8" ANGLE BRACKET W/ (9) #14 X 3/4�' SMS TO WALL MEMB. 1/8" STAINLESS STEEL CABLE DOUBLE COMPRESS[ SLEEVES 5/16" EYE BOLT WEOL:ED CLOSED W/ DOUBLE NUT DOUBLE SLEEVES 1/8.. ! CABLE 1X3- 5-5/8" X 11-1/4�' X 1/8"—/ L(2) 3/&' SLEEVE FLAT BAR ANCHOR CABLE BRACE ALTERNATE ROOF BEAM 2X3X.05" BRACE 2X3 W/ 1X3 .091, PLATE 2X3X.05" RAIL TYP. 2X2X 12&'X,3" (4) #14 TEKS (4) #12 ANGLE W/(3) TEKS q2X3X.OV' 4 TEKS t6l) TOTA; 2X2X125' X 51 W/ 2 #14 WA� 1 (2) #12 TEKS TYP. TEKS EACH MEMBER (SPANS OVER 32' USE #14 TEKS) 2X POST POST Ar — BRACE ROOF BEAM TO POST K—BRACE ALTERNATE PAGE DATE: Mr. Caz Kogut FARLEY ENGINEERING LLC 07.01.11 1 1 4100 Lookout Ct. If Consulting Engineer #40111 — CA28108 2 of 3 Ft. Pierce, FI. 8800 N. U.S. #1, Suite #2 , Sebastian, Florida 32958 �9.6229 (772) 589.2296 fox IV, TYP. 20 TO ROOF BEAM 0091, T Z2XIO BEAM 2X3 RECEIVER P CHANNEL 2X3 W1 IX3 T-� -IF 2X3— N-- �FCR SMB'S: --'I #14 TEKS 0 (2) #12 TEKS 18" D.C. EA. SIDE TYP. (6 #12 TOTAL (16) '4 TEKS MIN. EACH SIDE ADD t4) MORE FOR SPANS OVER EACH END) 33 FEET (12) #14 TEKS AT 2X6 OR SMALLER WIND BRACING (DIAGONAL AT ROOF) 2X3X.09.&' SCREEN CHANNEL TYPICAL 1/4�' DIA. BOLT jt2f) EA. # 0 14 TEKS 2X2X.125" ANGLE EA. SIDE W/(2) SPANDREL—> 14 ROOF BEAM BEAM TO SPANDREL 2X3 PURLIN 2X2X.05" RECOVER X C C HANNEL W/(2) # 01 12 TEKS ROOF BEAM PURLIN TO ROOF BEAM ROOF BEAM --"I I �_2X2X.1125" ANGLE (2) #14 TEKS BEAM TO BEAM CONNECTION GUTTER STRAP- (2) 2X2X.125" ANGLE GUTTER AT ALL BEAM CONN. (--FASCIA MIN. (2) #14 TEKS TYP. (12) TOTAL PER BEAM 0 GUTTER PURLIN OR ROOF BEAM M &,PURLIN @ GUTTER 4" 1X2XI/ ANGLE #14 @ EXISTING ROOF 1z' O.C. 1/4" X 2-1/Z' Lr- 0 16" O.C. v- 3" INSUL ROOF PANELT RECE3VING CHANNEL W/ (3) #14 X 3/4P SMS PAN BOTTOM 1-1/4" x 2-1/2" LAG INTO STUDS BEYOND OR MIN. 2" TAPCON 0 16" D.C. INTO CMU GUSSET AT RIDGE & MANSARD ROOF PAN TO FASCIA 11V' LAG BOLT W/ 1-1/4" FENDER WASHER. 3.' COMPOSITE ROOF PANEL V-8" MAX. SUPPORT BEAM (CARRIER BEAM CONNECTION SIMILAR) L2X2 X &� X ANGLE I X 2" X yl, L 2 z /B 1, GLE W/ 14 SMS 0 V, D.C. .125" W/(5) #14 TEKS EA. SIDE 2X2 X .125" ANGLE W/(3) #14 TEKS EA. SIDE FOR COMPOSITE ROOFS 1/4P LAG BOLT W/ 1-11,V' FENDER WASHER @ 12" D.C. 0 BEARING AND 24P D.C. @\ NON BEARING. FOR PAN ROOF (3) EA. #8 X 1/2" LONG SMS PER 12" PANEL W/ 3/4�' ALUMINUM PAN WASHER CAULK ALL EXPOSED �CREW HEAD AND WASHERS ROOF PANEL TO BEAM RECEIVING CHANNEL W/ 014 X 3/49 SMS 0 10" EXISTING ROOF D.C. TOP AND BOTTOM 1/4P X 2-1/2" LAG 3.' COMPOS1TE 0 12" D.C. ROOF PANEL NROVIDE SHI . M IF FASCIA SQUARE CUT ROOF PANEL TO FASCIA RECE3VING CHANNEL W/ (1) #14 X 31V' SMS TOP FLANGE r--'iCEXISNG- ROOF 1/4" X 2— 11Z' LAG 3" PAN ROOF PANEL-1 0 ix, O.C. RECEIVING CHANNEL W/ �PROVIDE SHIM IF FASCIA (3) #14 X 3/4�' SMS SQUARE CUT PAN BOTTOM ROOF PAN TO FASCIA GENERAL NOTES: ALUMINUM FASTENERS SHALL BE OF ALLOY 2024—T4 MINIMUM THICKNESS SHALL BE 0.04" EXTRUDED ALUMINIMUM BEAM, GUSSET PLATES, POSTS, PURLINS, ANGLES AND CHANNELS SHALL BE 6005—T5 CONCRETE SLABS SHALL BE 2500 PSI CONCRETE MINIMUM ALL TAPCONS SHALL BE 5/16" MIN. UNLESS NOTED OTHERWISE. ALL DOORS SHALL BE SELF CLOSING AND SELF LATCHING DESIGN CRITERIA WINDLOAD 130 MPH PER 2007 FBC W/ 09 SUPPLEMENT EXPOSURE "B" (EXPOSURE HAS BEEN VERIFIED) IMPORTANCE FACTOR — 0.77 MEAN ROOF HGT. — 15' PAV DATE:� - Mr. Coz Kogut JtFARLEY ENGINEERING LLC 4100 Lookout Ct. 880 Consulting Engineer #40111 — CA28108 07.01.11 U S 8800 N. U.S. #1, Suite #2 , Sebastian, Florida 32958 3 of Ft. Pierce, A. ( ) ..6 (772) 589.6229 (772) 589.2296 fox L �j ---ft m P, P j rn ce C4 0, C) LOT 518 E MAP OF SURVEY CERTIFICATE OF AUTHORIZATION L.B. 6426 HOT PINES SUBDIM51PN Pffm�,Iv SIDE$ CgR BID ks NITR 0 -Ltic'. C3 jeclo 0 ILI I F- z w Z. foul-. LL IJ 0 0 a- IL ON �0_ x 0 ww(L op� < *-WELL w w 0 co - T -, 1�0 C. PS 1 W7 L F_ OAY 67, F ReS. S 21j ccording to Map No. 12111CO70F, Panel 070 of 410, dated August Go '0 c; J170FA st G, j 19, .1991, this property lies in okfvc Flood Zone X. W PROPERTY ADDRESS- 100 LOOKOUT COURT 'D 60 iFT. PIERCE, FLORIDA WATER 1 DIX 30, MAIN UTILITY I VO4 EASEMENT 11�ld ;,&. lov, \%\ - "\,N , 0:50-, (0� / O*N L00I ASPHALT S -76(3�90g 0 A I 71 0A 51 D?,. C( E-N SS LOT 520 9) COPYRIGHT 1999 SMITH SURVVEYING AND MAPPING, INC. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP CERTIFIED TO: Wt�tk kOGft AND'JtbIN .ISLAND TITLE AGENcY.,-­cbMmbNWEALTH LAND TITLE INSURANCE COMPANY -H to m 511r- ROD 3435 0 0c) LID Ul N Z: 0 00 N.. b, 0 (f): Ld cli q- z: :D �O (01 516r ROD NO AD LEGEND: SURVEYORS NOTES: 0 F COMMENCEMENT S.M. - BENCH MARK ESMT. EASEMENT 'OF (TV.) TYPICAL 1. THIS PROPERV HAS NOT BEEN ABSTRACTED BY SURVEYOR FOR EASEMENTS AND/OR RIGHT P"O!N'T BEGINNING 0/!Z -OFFSET F�- PUtMANENT CONTROL POINT ASPH. ASPHALT APPR - APPRO)UMATE -OF-WAYS OF RECORD. POINT OF TANGINCY m . . FND. FOUND' 1@00t FIRE HYDRANT 2. ADJOINDERS SHOWN HAVE NOT BEEN SURVEYED. P.R.M. s PERMANENT REFERENCE MONUMENT- LF.E LOWEST FLOOR'aWATIION P.I. - POINT OF INTERSECTION OX.E. - GARAGE'FLOOK ELEVATION, .0 POWER- ..PDLE DRAWINGS ARE NOT TO BE AFLIED UPON FOR. SCALE PURPOSES. P.C. - POINT OF CURVATURE F.F.E.­- FINISHED FLOO9.ELEVATION 04- WATER VALVE_ .P.C.C.- POINT OF COMPOUND CURVATURE O.R.S. - OFFICIAL RECORDS BOOK GUY ANCHOR .3. 4. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES AND ARE Fiti'MENCED TO' U.S. STANDARD MEASURE (U.S. SURVEY FOOT). P R.Cs -.POINT OF REVERSE CURVATURE P.D. - PIAT BOOK FENCE' D - DELTA (CENTRAL AN D.B.: DEED BOOK OVERHEAD WRE 4 5 . . PURSUANT TO FLORIDA LAW (F.A.C. 61017-6. 003(17)) THIS SU IS BASED ON A - B - RADIUS - - PROPERTY LINE PO. PAGE CENTERUNE ARC . NO I.D. - NO IOMFICATION C.M.P. : CORRUGATED METAL PIPE 1/2 IRON MARKER FOUND CLOSED TRAVERSE .6 . TAN6EXT STY. STORY R.C.P. REINFORCED CONCRETE PIPE 0 [RON R D WITH PLASTIC R' FRM. FRAME 9LB. 6. USE ONLY PROPERTY CORNERS FOR CONSTRUCTION OF FENCES AND OTHER IMPROVEMENTS. OD INV. - IRVERT MARKED -8420r SET 2MRRED D.EP.- DEPT. OF ENVIORNMENTAL PROTECTION CALCOCAMED CENTERUNE 0 rx 4P CONC. -MONUMENT YOUND. .7. ON OPEN AND NOTORIOUS MDENCE OF EASEMENTS AND RIGHT-OF-WAYS ARE 'LOCATED AND�Y SHOWN HEREON. THE SURVEYOR HAS NOT LOCATED ANY UNDERGROUND U7ILMES OR -OF -WAY - WATER METER 0 ex r- CONC. MONUMENT MARKED FOUNDATIONS WHICH MAY iNPROACH. 011�G). Et PUBLIC UTILITY & DRAINAGE ESMT. ELEMIC METER 'LB; ' 842ir SET RES. RIESIDENCE A - MAIL &' DISK FOUND El. LEdAL'kSCRIPTION AS tHOWN-WAS PROVIDEd 'VERBALLY 13Y -CLIEW. PROP- - 't jP;ONOCIRI&ED BLOCK SANITARY SEWER MANHOLE A - NAIL & DISK MARKED C.S.S. STUCCO *L9. 6426' SET 9. EL9YAnON§ BASED ON -X 50.00' ASSUMED AT N. RIM S._!. NATIONAL GEODEnc vERTicAL DATUM CIP 1429 PARENT. ELEVATIO P. E,., PUBLIC UTILITY FASEMENT' ::ZTORM.SEWER MANHOLE (P. IRON RPP'PREVIOUSLY SET' X. SURVEYOR Rk4ER. CE�:3 - ONDER MAIN ROOF CONC. MONUMENT PREVI OUSLY SET-1 10 - BEARING BASED ON THE C/L OF LOOKOUT COURT BONG N 76*11 "107E (ASSUMb) SOUTHERN: BELL A -,MAIL & DISK PREVIOUSLY SET 11. 15�07` PLANS AR E �.QT 'TO BE USED -FOR CONSTRUCTION LAYOUT -PURPOSES. POT LEVATION N ONCRETE CABLE 79LEVISION 0 .- HUB de TACK SET 12. Lot DIMENSIONS AND -BEARINGS- ARE RECORD AND M EASURED UNLESS OTHERWISE NOTED. TYPE '-SURVEY DATE JOB -NUMBER' CK-..- BY:*: " LOT'519 OUDAY. PINES -PWE - III �.H. AS" RECORDED IN. PLAT. BOOK' '20, PACE '198 PUBL�C RECORDt -OF ST., 'LUCIE. COUNTY� FL2RIDA. _t4 A L 5URVEY AU(IiLSST 12,1991) 2655 - BOARD MARCR 27,. -100o 99�T069-, -,:, - ­­—, I- A- I � --- . 7;; � , �­ . 7 � � - I! HtREBY CERTIFY THAT � MINIMUM TEPHNICAL STAN AND MAPPERS IN CHA OF THE FLORIDA STAT2 SURVEY WAS MADE.UNDER MY RE 0.- AS -SET. FORT+i BY THE� FLORID� FL?�IpA fMINISTRATIVE. _', / 01 7 DONSIBLE-CHARGE AND -MEETS THE - 'BOARD OF PROFESSIONAL -SURVEYORS PURSUANT 10 ttCTION 472.027 KEVIN A6 SMITH P.S.M. SURVEYING &--- IRU MAPPING,.JNC.' 400 Palm Bay Road, N.E. PALM BAY. FLORIDA 32905 107)7.24-2940 Indian River(407)589--:3228 Fox(4,07)951-4879