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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ON Y: I Date: I a 11� (1 r4e Due: Receipt# Permit # PLANNING & DEVELOPMENT SERVICES ~ BUILDING & CODE REGULATION DIVISION 2300 Virginia Avenue l� Ft. Pierce, FL 34982-5652 " \ 772-462-1553 1 �0 1 1 APPLICATION FOR ALUMINUM STRUCTURES PERMIT ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PROJECT INFORMATION v 1. LOCATION/SITE 2. PROJECT NAME: 3. PROPERTY TAX 4. LEGAL DESCRIPTION (attach extra sheets if necessary) 01 5. PLAT BK__,Ry PAGE g BLOCK LOT 6. PARCEL SIZE: ACRES/SQ FT. LOT DIMSIONS iv 7. SETBACKS (ACTUAL) FRONT;��e BACK: w RIGHT SID LEFT SIDE: 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 = Slab on Grade SR = Raised Slab WD = 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 ❑ LUMINUM COMP. SHED ❑ NEW ❑ EXISTING X IV POOL ENCLOSURE ❑ NEW EXISTING X ❑ 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 TOT L SQUARE FOOTAGE OF CONSTRUCTION 9. VALUE OF CONSTRUCTION: $ 74" 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.04/262010 d VA ' OWNER INFORMATION �� '70 NAME: ADDRESS. / (j CITY: STATE: ZIP ��ly c PHONE (DAYTIME): (_� ��� �E��/ EMAIL: FILL IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LIST ABOVE: 1MPLE TIT EH LDER: ADDRESS: CITY: STATE: ZIP PHONE (DAYTIME): (___) (""/ / CONTRACTOR INFORMATION STATE OF FLORIDA G./CE T #: ST. LUCIE C UNTY CERT #: & / R J� BUSINESS NAME: D QUALIFIER'S N RO ADDRESS: L CITY: 4el sell STATE: ZIP cJ ` PHONE (DAYTIME): ( FAX NO. email: ARCHITECT/ENGINEER: c� ADDRESS: 15-1(f `fir CITY: STATE: ZIP ,! PHONE (DAYTIME): ;5� C� NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC, PLUMBING, AND HVAC ZONING REQUIREMENTS All su 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 ri'1 TOWNSHIP) RANGE^ MAP NO. Additional ZONING LAND USE LOT CVG % Permits IlJ Required REPORT i 1 BIMS FEE $ MISC FEES $ TOTAL FEES $ CODE BUILDING & ONING REVIEW FRONT PLANS VALUE OF CONSTRUCTION REVIEW COUNTER ZONING SUPERVISOR EXAMINER VEGETATION USING ICC TABLE DATE CO PLETE 't (l �� �� 0•W %� (FC)j 27 U+r7J• ! INITIALS 0 a 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 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. 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 Cot for / Owner Builder, have verified that the existing foundation ets the quirements of the Engineer of Record a is ade ate condition to withstand the uplift and weight of the alu num st ucture and said structure will not exceed th4f9j6tprint of the structure that was inexistence prior to removal k the orms. OR CONTRACTOR SIGNATURE STATE OF FLORIDA COUNTY OF m 0-( ` n The foregoing instrument was acknowledged before me me this 3\\Sday of �2CC(i1bC f , 20 1 , by ��0.1(`C1eS Q oQQ &MQ.n who is personally known to me, or who has Z// CONTRACTOR SIG RE / STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me me this 0 day of ' CC('1 AX f , 20 I , by Ja M,?-S C-10QCtff\a C) > who is personally known to me, or who has produced 'F1_..-. -\�!i`'012.(S Cn9J!�6-LA(44-(,410-4\q produced - t"�. C�JQfs L_�Cef1St, C-i3 1\ tA �`av �� STEIIAN m as identification. , `o.1ty P�;♦ STEFANI LETH fication. `,.io`� ° Notary Public - State of Flori �• ,µY P Notary Public -State of Florida : • My Comm. Expires Aug 22, 2 5 ;• mm. Expires Aug 22. 2015 0,; e;i a Commis4liiefak)EF 124255 • , d�c Commission M EE 12 Signature tary d;.• of No Bonded i', ;,ugh National Notary As n. �'t" moo$ BOeded Through NalWal NdirV AS". IMPORTANT NOTICES: • 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 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. t -- PLAN 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 I I" or larger. • All relevant tables & details, if using a manual, must be properly highlighted and must match design checklists & drawings. • The plan view must include all dimensions; the location of the host structure and all materials must be sized and identified thereon. • All elevations must be shown, including 0' wall detail, dimensions and all material must be sized and identified. • All primary and secondary carrier beams, spans, spacing, gauges must be shown [Example: 2" x 8" x .072"]. • All methods of fastening or other details which are relevant to the design must be identified on the Plans. • All upright column heights, sizes, spacing and gauges must be shown as follows: [Example: 3" x 3" x .050"]. • All chair -rails, roof purlins, girts, channels, knee -bracing, k-bracing, cable bracing or any other required component must be sized and identified. • All ridge beams and super gutter or fascia attachments must be identified. • All roof pans or composite panels, with gauges and spans, must be sized and identified. • All footing, slab and ISO pier designs must be on the plans, per the Architect / Engineer's plans & specifications. • All light metal alloys which are utilized shall be designed in conformity with the Florida Building Code of 2007, Chapter 20, including 2006 revisions. • Barrier railings, if utilized, shall have all materials, fasteners and height specified and shall have self -closing, self - catching gates with picket spacing. (II) SITE CONSTRUCTED SHEDS, HAVING ANY ALUMINUM COMPONENT, SHALL MEET ALL OF THE ABOVE REQUIREMENTS AND THE FOLLOWING ADDITIONAL ITEMS: (A) 2 copies of the current product approval [i.e. N.O.A. or State of Florida approval] with the proposed "opening" or cladding component highlighted and with fasteners and design pressures, per FBC 1714, clearly identified. (B) 2 electric schematics, in accordance with the N.E.C., if applicable. (C) Design pressures, per ASCE-7, identified on the openings of all Plans. (III) HABITABLE ROOMS/ADDITIONS DESIGNS SHALL MEET ALL OF THE ABOVE REQUIREMENTS, EXCEPT AAMA SPECIFICATIONS, AND CHAPTER 13 OF THE FLORIDA BUILDING CODE. (IV) SUNROOMS (as defined in R202 and FBC 2002.6) MAY BE CONSTRUCTED, SO LONG AS THEY MEET ALL OF THE ABOVE REQUIREMENTS AND MUST BE IN STRICT COMPLIANCE WITH AAMA/NPEA/NSA2100.02 AND MEET THE FOLLOWING ADDITIONAL ITEMS: (1) The designer or engineer will state on all Plans, which Category of Design [3.1.2] will be used, inclusive of the definition. (2) If designing a Category 4 or Category 5 structure, as defined in the current Edition of 3.1.2.4 and 3.1.2.5, proper energy calculations and long form equipment sizing calculations shall be required, pursuant to Chapter 13 of the current State of Florida Building Code. (V) MOBILE HOMES (FAC 15C-2.0081 - FAC 15C-2.0072): ALL STRUCTURES ADJACENT TO OR NEW ROOF SYSTEMS (Pan or Composite) OVER EXISTING ADJACENT STRUCTURES TO A MOBILE HOME SHALL REQUIRE: (a) A 4`s 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. JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3658710 OR 1301- 3349 PAGE 1423, Recorded 12/21/2012 " 11:59 AM AETfR RECORDING -RETURN TO F -- - PERMIT NUMBER NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be trade to certain real property, ryty, and in acordance,with h8etc,713, _ / 3 Florida statutes the following information is provided in the Notice of commencement, !p"t (3 ggf�iL,�� 3 . aa- - 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX F0140 NUMBER: 2. GENERAL DESCRH'TION OF 3. OWNER INFORMATION: d. Name and address of fee simple titleholder 5.; 6. LE'#MfR'S NAME, ADDRESS AND PHONE NUMBER: 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 a Lienor's Notice as rovided in Section '7D/ 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement IV expiration date is I yearfrom the date of recording unless a different date is specified) , 20_ Stgrut of carer or Print Name and Provide Siguatory's Title/tMice Ol . ner's Authorized Officer/Director/Partner/Manager Save of Florida Countyof S t- I }� `_ - The foregoing instrum^nt was/�_cI now)¢d(�'ed before me this day of 1) f e P M be �- , 20�. BY�2ilQront'1 l-Ti�OGi ,as t9lAJf1E�Q_ (Name of person) N I ^ (Type of authority... e.g. Owner, officer, trustee, attorney in fact) For 7S (Name of party on behalf of whom instrument was executed) Personally Known—Vor produced the following type of ID: Rhaner. Sw GmpMp I�aion nnoo»ee r7 n y itv ( a6tsP'OPIV(�tdblic) (Signature of Notary Public) Under penalties of perjury, 1 declare that I have read the foregoing and that the facts in it are true to the best of my knowledge and belief (secoun 92.525, Florida Statutes). { \ Signatures) Owner(s) or Owner(s)' Authorized Officer/Director/Partner/Manager who signed above: B�C�(� By �.. oerrri'mo'Ita�U STATE OF FLORIDA ST LUCIE COUNTY THIS IS TO CERTIFY THAT THIS IS A TRUE AND CORRECT COPY OF THE ORIGINAL t♦ SM1TIV1LE Ante Property Appraiser - St.Lucie County, FL Page 1 of 1 Jose J Pozo Record: 1 of 1 Property Identification Site Address: 7389 RESERVE CREEK DR Sec/Town/Range: 22:36S:39E Map ID: 33/22S Zoning: PUD Ownership and Mailing Owner. Jose J Pozo Sharon Pozo Address: 7389 Reserve Creek Dr Fort Pierce FL 34986-3222 PROPERTY RECORD CARD <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print �V\UCIECO::::G ParceIID 3322-601-0033-000-3 36097 n 4 Land Use SF Res City/Cnty: St Lucie County Legal Description RESERVE CREEK PARCEL 5 LOT 13 AND THAT PART OF SEC 22- 36-39 ADJ ONS AS IN OR 573-298 (OR 2717-174) Sales Information Assessment 2011 Final Total Land and Building Date Price Code Deed Book/Page 2011 Final 255700 Land Value: 75900 Acres 0.45 11/30/2006 630000 01 WD 2717 / 0174 Assessed: 255700 Building Value: 179800 11/30/2006 100 01 SP 2717 / 0166 Ag.Credit 0 Finished Area: 2917 SgFt 11/24/1998 100 01 DE 1190 / 2102 Exempt: 50000 11/24/1998 100 01 DE 1190 / 2098 Taxable 205700 5/9/1996 100 01 WD 1014 / 1898 Taxes 4382.09 5/9/1996 100 01 WD 1014 / 1896 7/3/1989 100 01 WD 0644 / 0442 BUILDING INFORMATION Exterior Features View: RoofCover: CT - Conc Tile ExtType: HB - HB YearBlt: 1987 Grade: B - B EffYrBlt: 1987 StoryHght. 0010 - 1 Story No.Units: 1 Interior Features BedRooms. 3 Electric: MX - MAXIMUM FullBath 3 HeatType FHA - FrcdHotAir 1/213ath: 0 HeatFuel: ELEC - Electric %A/C- 100 %Heated 100 Special Features and Yard Items Land Information Type Y/S City Units Qual. Cond YrBlt. No Land Use PHTR - POOL HEATER S 1 1 AV AV 1987 1 0100-SF Res SWAY - RES POOL AVG Y 1 450 AV AV 1987 PA01 - POOL DK-AVG Y 1 829 AV AV 1987 ENC2 - POOL ENC-AVG Y 1 1315 AV AV 1987 SPA - SPA -HOT TUB Y 1 36 AV AV 1987 RoofStruct HP - Hip Frame: PrimeWall: FS - Frm Stucco SecWall: PrmintWall DW - Drywall AvgHt/FI: STD Prm.Flors: CU - Carpet %Sprinkled: 0 Type Measure Depth 235 -Front Ft 116.88 169.29 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?prcIid=332260100330003 12/21/201 1 SURVEYOR'S NOTES 0 LEGAL DESCRIPTION LOT 13, PARCEL 5, RESERVE CREEK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 24, PAGE 21, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDAj AND A PARCEL OF LAND LYING IN SECTION 22, TOWNSHIP 36 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, SAID PARCEL IS DESCRIBED AS FOLLOWS; BEGIN AT THE SOUTHEAST CORNER OF LOT 13, PARCEL 5, OF THE PLAT OF RESERVE CREEK, AS RECORDED IN PLAT BOOK 24, PAGES 21 AND 21A, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, SAID CORNER ALSO BEING ON THE SOUTHERLY PERIMETER OF SAID PLAT, THENCE SOUTH 14'52'54' WEST, ALONG A SOUTHERLY PROLONGATION OF THE EASTERLY LINE OF SAID LOT 13, A DISTANCE OF 15.10 FEET, TO THE PERIMETER OF TRACT GC-1, AS DESCRIBED IN THE SECOND MORTGAGE MODIFICATION AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 542, PAGE 262, OF THE PUBLIC RECORDS OF ST, LUCIE COUNTY, FLORIDAJ THENCE NORTH 82'59'10' WEST ALONG SAID TRACT PERIMETER, A DISTANCE OF 109.78 FEET, TO THE SOUTHERLY PERIMETER OF SAID PLAT, AND A BOUNDARY CORNER IN THE PERIMETER OF SAID TRACT GC-11 THENCE NORTH 89'23'47' EAST ALONG SAID PLAT PERIMETER, A DISTANCE OF 112.85 FEET TO THE POINT OF BEGINNING, LEGEND A/C - AIR CONDITIONER CONIC. - CONCRETE I.P. - IRON PIPE I.B. - IRON BAR I.D. - IDENTIFICATION P.O.B. - POINT OF BEGINNING (P) - DENOTES DISTANCE, ANGLE OR BEARING BY FURNISHED DESCRIPTION (F) - DENOTES MEASURED DISTANCE, ANGLE OR BEARING (C) - DENOTES CALCULATED DISTANCE, ANGLE OR BEARING 1, SURVEY OF DESCRIPTION AS FURNISHE➢ BY CLIENT, UNLESS OTHERWISE NOTED, 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, BUILDING SETBACKS, AND/OR RIGHTS -OF -WAY OF RECORD BY ACCURIGHT LAND SURVEYING, INC. FND. 3/4" I.P.3, ELEVATIONS SHOWN HEREON ARE RELATIVE TO NATIONAL CAP #3336 GEODETIC VERTICAL DATUM OF 1929, SEE SURVEY FOR Q REFERENCE BENCH MARK, UNLESS OTHERWISE NOTED, 4. THERE ARE NO ABOVE GROUND ENCROACHMENTS, UNLESS OTHERWISE NOTED. PROPERTY LOCATED IN FLOOD ZONE 'X' COMMUNITY PANEL NO, 120297 0275 F DATED 0(3/19/1991 PROPERTY STREET ADDRESSI 7389 RESERVE CREEK DRIVE PORT ST, LUCIE, FLORIDA., 34986 BOUNDARY SURVEY ACCURIGHT LAND SURVEYING, INC. LI r I I BU ESS NO. 4t 6-yu7- EARLE R. STARKEY - PROFESSIONAL LAND SURVEYOR REGISTRATION NO. 4459 - STATE OF FLORIDA SURVEY NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED LAND SURVEYOR AND MAPPER 11 C) z a w x fl N cu N Vi OE as m H W 7 lal q q J laJ M Z 3 q LJ Y U o fU W J U z 0 z Q F- z Q J (n Z 0 LLJ Z Z n r-) Z Lo ry LLJ Z 0 LLJ 0 (n !Y 0 LLJ () V ('') pip N (V N w U w TABLE OF ROOF BEAMS, COLUMNS, PURLINS AND GIRTS• THIS SCREEN ENCLOSURE MEETS THE FLORIDA BUILDING CODE FOR A HEIGHT 8'-0", 130 MPH, EXP. C. WIND SPEED. THE TABLES BELOW ARE BASED ON SIMULTANEOUS LOADING AS DEFINED IN THE FLORIDA BUILDING CODE (FBC), CHAPTERS 16 AND 20, AND OTHER REFERENCES SUCH AS ALUMINUM ASSOCIATION OF FLORIDA (AAF) "GUIDELINES TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS". STRUCTURAL VALUES FOR EXTRUDED ALLOY 6005T5 ARE TAKEN FROM THE ALUMINUM DESIGN MANUAL, 2010 EDITION. TABLE 1 MAIN MEMBER SCHEDULE MEMBER MARK SIZE MATERIAL TYPE THICKNESS LENGTH DESIGN BASIS b x t ALLOY W I F FT. ROOF BEAM # 1 ROOF BEAM # 2 COLUMN # 1 COLUMN # 2 COLUMN # 3 COLUMN # 4 COLUMN # 5 CHAIR RAIL # 1 CHAIR RAIL # 2 CHAIR RAIL # 3 CHAIR RAIL # 4 CHAIR RAIL # 5 EAVE RAIL # 1 EAVE RAIL # 2 EAVE RAIL # 3 EAVE RAIL # 4 PURLIN # 1 K-BRACING WIND BRACING R1 2x8 ALUM SMB 0.072 0.224 21'-6" CALCULATION R2 2x8 ALUM SMB 0.072 0.224 13'-10" CALCULATION Cl 2x5 ALUM SMB 0.050 0,116 8'-0" CALCULATION C2 2x3 ALUM HOLLOW 0.050 0,050 8'-0" CALCULATION C3 2x4H ALUM HOLLOW 0,050 0.050 8'-0" CALCULATION C4 2x4H ALUM HOLLOW 0.050 0.050 8'-0" CALCULATION C5 2x4 ALUM SMB 0.050 0.100 8'-0" CALCULATION CR1 2x3 ALUM HOLLOW 0.050 0.050 7'-6" CALCULATION CR2 2x3 ALUM HOLLOW 0.050 0.050 6%4" CALCULATION CR3 2x3 ALUM HOLLOW 0.050 0.050 6%9" CALCULATION CR4 2x3 ALUM HOLLOW 0.050 1 0.050 3%9" CALCULATION CR5 2x3 ALUM HOLLOW 0.050 0.050 7'-0" CALCULATION ER1 " 2x3P ALUM HOLLOW 0.900 0.900 7'-8" CALCULATION ER2 " 2x3P ALUM HOLLOW 0.900 0.900 6'-6" CALCULATION ER3 " 2x3P ALUM HOLLOW 0.900 0.900 6'-11" CALCULATION ER4 " 2x3P ALUM HOLLOW 0.900 0.900 7'-2" CALCULATION P1 2x3 ALUM HOLLOW 0.050 0.050 NA #300 RULE CALC. KEI "' 2x3-7 ALUM HOLLOW 0.700 0.700 NA CALCULATION WB 2x2-9 ALUM HOLLOW 0.900 0.900 NA CALCULATION SPECIFICATION NOTES AND DESIGN PARAMETERS: THIS DESIGN COMPLIES WITH THE GUIDELINES DEFINED IN CHAPTERS 16 AND 20 OF THE FLORIDA BUILDING CODE (FBC), EDITION 2007, WITH UPDATES THROUGH MARCH OF 2009. ALSO, THE LATEST AAF STANDARDS OF THE "GUIDELINES TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS" FOR TABLE 1 ARE APPLIED PER THE FOLLOWING PARAMETERS: A DESIGN BASICS: HEIGHT 8'-0", 130 MPH , EXP. 'C' B WIND IMPORTANCE FACTOR (0.77) AND BUILDING CLASSIFICATION (OPEN OR PARTIALLY OPEN) FROM TABLE 1604.5 OR TABLE 6-1, ASCE 7 AND BUILDING CLASSIFICATION IN TABLE 1-1, ASCE 7. C DESIGN PRESSURE FOR 18114 SCREEN WALLS: WW PRESSURE @ 18.92 PSF, LW PRESSURE @ 14.38 PSF, ROOF @ 5.30 PSF. D MAXIMUM HEIGHT: HEIGHTS HIGHER THAN LISTED ABOVE REQUIRE SITE -SPECIFIC DESIGN BY THE ENGINEER OF RECORD. E ALLOWABLE DEFLECTION: L 160 MINIMUM, AS SPECIFIED IN TABLE #1610.1 OF FBC. F CONTINUOUS LOAD PATH IS PROVIDED WITHIN THE CALCULATIONS USED. 2 MATERIALS (UNLESS OTHERWISE SPECIFIED BY THE ENGINEER OF RECORD): A ALL EXTRUSION MATERIALS SHALL BE ALUMINUM ALLOY # 6005T5 OR # 6061T6; ALLOY # 6063T6 IS NOT ACCEPTABLE. B FASTENERS: ALUMINUM ALLOYS #2024-T4 & #7075-T6, DOUBLE CAD -PLATED STEEL, HOT -DIPPED GALVANIZED STEEL OR 300-SERIES STAINLESS STEEL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE FOR SEPARATION OF DISSIMILAR MATERIALS AS DEFINED IN THE FBC. HE/SHE MAY IMPLEMENT ANY OF THE MEANS LISTED IN THESE SECTIONS, ALTERNATIVES MUST BE REVIEWED AND APPROVED IN WRITING BY THE ENGINEER OF RECORD PRIOR TO ANY INSTALLATIONS UTILi7-ING THE SUBJECT METHODS. C SCREEN CLOTH: SHALL BE VINYL -COATED, WOVEN FIBERGLASS, MAXIMUM DENSITY OF 18 X 14, 58% OPEN MINIMUM. OTHER SCREEN DENS!TY REQUIRE ADDITIONAL ENGINEERING CONSIDERATION. D ANY CONNECTION USED, THAT IS NOT SHOWN ON THESE SHEETS, MUST MEET ALL FBC AND AAF GUIDELINES. E MATERIAL UPGRADES (STRONGER AND/OR HIGHER GRADE MATERIALS) CAN BE SUBSTITUTED AT ANY TIME. 3 ALL HOUSE FASCIA DETAILS, BOLTING OR SCREW SELECTIONS, BEAM SPLICE DETAILS, DIAGONAL "K" BRACING DETAILS, COLUMN TO BEAM DETAILS, STRUCTURAL GUTTER DETAILS, WALL AND FASCIA DETAILS, CORNER ANCHOR DETAILS, ROOF BRACING DETAILS, EAVE BRACING DETAILS, ETC., IF NOT EXPLICITLY OUTLINED ON THIS SPECIFICATION, SHALL BE IN ACCORDANCE WITH THE LATEST FBC EDITION, INCLUDING THE AAF. ALL INTERNAL CONNECTIONS SHALL MEET THE FBC (AAF) AND THERE INSTALLATION ARE THE RESPONSIBILITY OF THE CONTRACTOR. nu i r-: - cxsr is A ZxaxU.UaU HULL.Uw VVI I H A lx3 Ub A ) UACHED. " 2x2x0.125 CAN BE USED HERE. 4 ADDITIONAL SITE SPECIFIC INFORMATION THIS SCREEN ENCLOSURE IS LOCATED IN A RESIDENTIAL COMMUNITY WEST OF THE U.S. ROUTE 95 AND EAST OF 5 THE GLADES CUT OFF ROAD IN PORT ST. LUCIE. THE ENCLOSURE OVERLOOKS A GOLF COURSE WITH AN OPEN AREA. THEREFORE, THE DESIGN SELECTED IS 130 MPH WIND SPEED, EXPOSURE C, CATEGORY 1. THIS ENCLOSURE IS A BASIC MANSARD ROOF DESIGN WITH A 3'-0" RISE; WITH A RUN OF 7%2", WHICH GIVES A 6 SLOPE OF 23°. AT THE LEFT SIDE IS A SMALL HIP ROOF. THE FOUNDATION IS AN 8" BY 8" PERIMETER FOOTER WITH A 4" NOMINAL SLAB THAT WAS POURED FOR THE POOL. THIS IS ACCEPTABLE FOR THIS STRUCTURE. THE DESIGN THE LOCATION OF ALL "K" BRACING, WIND BRACING, EAVE RAILS AND CHAIR RAILS, (WHERE REQUIRED) ALONG WITH ANY DESIGN ABNORMALITY, ARE SHOWN AND/OR LISTED ON SHEET 2, THE "SITE SPECIFIC DRAWING". THE AVERAGE SPACING BETWEEN BEAMS IS SHOWN ON THE "SITE SPECIFIC DRAWING". THE ACTUAL SPACING BETWEEN ANY TWO BEAMS MUST BE THE LISTED SPACING, +l- 2". THE OVERALL AVERAGE SPACING MUST BE EQUAL TO THE AVERAGE SPACING SHOWN ON THE "SITE SPECIFIC DRAWING". ALL SPACING MUST NEVER BE GREATER THAN 8.0' O.C. ALL STRUCTURES ERECTED ON CONCRETE SLABS AND 1 OR FOOTERS SHALL BE CALCULATED TO ASSURE THERE IS SUFFICIENT HOLD DOWN CAPABILITY TO MEET THE REQUIREMENTS OF A THE ENCLOSURE. DRAWING IS SHOWN ON SHEET 2. THE CONNECTION DRAWINGS ARE SHOWN ON SHEETS 3 AND 4. 7 IN LIEU OF "SITE SPEGIFIC ENGINEERING" AN EXISTING SLAB SHALL MEET THE FOLLOWING REQUIREMENTS: A THE SLAB MUST BE It! GOOD CONDITION, 4" OR GREATER THICKNESS, CONSTRUCTED WITH REBAR, WIRE OR FIBER MESH. B ALL HOLD DOWN FAS -ENERS MUST BE NO MORE THAN 12" ON CENTER WITH MINIMUM ENGAGEMENT OF 2-1/4", 8 9 ALL NEW SLABS WITH FOOTERS SHALL MEET THE FOLLOWING REQUIREMENTS AS A MINIMUM: A SOIL BEARING PRESSURE IS 1500 PSF (MIN), B 4" NOMINAL PATIO SLAB REQUIRES A VAPOR BARRIER, C 8" (MIN.) NOMINAL STRIP FOOTER WITH CONCRETE @ 2500 PSI (MIN) MONOLITHICALLY POURED WITH D, D 4" NOMINAL PATIO SLAB WITH CONCRETE @ 2500 PSI (MIN) WITH FIBER MESH AND REBAR OR REBAR AND WIRE. ALL NEW STRIP FOOTERS SHALL MEET THE FOLLOWING REQUIREMENTS AS A MINIMUM: A SOIL BEARING PRESSURE IS 1500 PSF (MIN) AND VAPOR BARRIER, B ONE #5 REBAR FOR 8' x 8" AND TWO #5 REBAR FOR LARGER FOOTERS, C STRIP FOOTER MONO!-ITHICALLY POURED WITH CONCRETE @ 2500 PSI (MIN). 10 ON THE ATTACHED SHEETS THERE ARE DIFFERENT CONNECTIONS THAT MAY BE USED FOR THE SAME PURPOSE. THE BUILDERS CAN CHOOSE THEIR PREFERENCE. IF ADDITIONAL CONNECTIONS ARE DESIRED, PLEASE CONTACT THE ENGINEER OF RECORD. ST. Lt CIE C t�L.`• I'�'-13uILDNG D I0N i jENN*ED i-'OR ONIPL EN*IENN'ED _ Y -LA- i, F R- IT MUST BE KEPT ON JOB ?LADE. t<<�-UZI SCREEN ENCLOSURE DWG. # GSR-2011-035, REV. 0 December 5, 2011 SHEET 1 OF 4 GENERIC DESIGN DATA HEIGHT 8'-0", 130 MPH , EXP. 'C' GOODMAN'S SCREEN & REPAIR POST OFFICE BOX 0585 JENSEN BEACH, FL 34958 OFFICE (772) 286-0665 FAX (772) 283-1676 "Let Your Home Be Our Reputation" LOCATION: NAME: POZO RESIDENC ADDRESS: 7389 RESERVE CIRCLE DRIV CITY/STATE: PORT ST. LUCIE, FL 3498 COUNTY: ST. LUCI THIS DRAWING IS ONLY ACCEPTABLE FOR BUILDING PERMITS & ONLY WHEN IT HAS THE ENGINEER OF RECORD'S RAISED SEAL. COPIES ARE NOT DEEMED VALID. THIS DOCUMENT IS THE PROPERTY OF R. A. DUNLEA, P.E. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN CONSENT OF R. A. DUNLEA. R. A DUNLEA, P.E. 1513 CERVANTES PLACE THE VILLAGES, FLORIDA 32159 (352) 750-6207, (772) 285-6444 FLORIDA LIC. NO. 42835 cc N s �s o 4�0•• S AT OF o �N A L 116'-11" 1I T-10" T-11 " T-0" 1x2 CR3-> ER3-> 2x3-> 2x3P-> <-1 x2 <-1x2 C4 2x4H CR4-> ER3-> 2x3-> 2x3P-> DOOR 8'-0" 71 LEFT SIDE ELEVATION VIEW T-0" 5.4.. SITE SPECIFIC DRAWING HOUSE PLAN VIEW ER2 2x3P ER2 2x3P ER1 2x3P ER1 2x3P ER1 2x3P ER1 2x3P ER1 2x3P <-C3 C2-> <-2x3 2x5-> CR2 2x3 C2-> 2x5-> CR2 2x3 C1-> 2x5-> CR1 2x3 Cl- 2x5-> CR1 2x3 —J—� C1-> 2x5-> CR1 2x3 C1-> 2x5-> CR1 2x3 KB- C3-> 2x3-> CR1 2x3 1x2 lx2 1x2 1x2 1x2 1x2 KB-> 1x2 6' 6" 6' 6" T-E" 7'-8" T-8" T-8" 1 7. 8.. 51'-4" FRONT SIDE ELEVATION VIEW T-8" 8'-0" t 1x2 DJ DOOR C5 2x4 1x2-> <-ER4 <-CR5 -2x3P <-2x3 C4 2x4H lx2-> <-ER4 <-CR5 -2x3P <-2x3 C4 2x4H KB-> <-ER4 <- R5 <-2x <-2 3 KB-> lx2 5'-4" 2'-8" 8'-0. 3._7" T-2.. 25'-1" 7._2" 7.-2.. RIGHT SIDE ELEVATION VIEW SCREEN ENCLOSURE DWG. # GSR-2011-035, REV. 0 December 5, 2011 SHEET 2 OF 4 SITE DESIGN DRAWING HEIGHT 8'-0", 130 MPH, EXP. 'C' GOODMAN'S SCREEN & REPAIR POST OFFICE BOX 0585 JENSEN BEACH, FL 34958 OFFICE (772) 286-0665 FAX (772) 283-1676 "Let Your Home Be Our Reputation" LOCATION: NAME: POZO RESIDENCE ADDRESS: 7389 RESERVE CIRCLE DRIVE CITY/STATE: PORT ST. LUCIE, FL 34986 COUNTY: ST. LUCIE DRAWINGS NOT TO SCALE R. A DUNLEA, P.E. 1513 CERVANTES PLACE THE VILLAGES, FLORIDA 32159 (352) 750-6207, (772) 285-6444 FLORIDA LIC. NO. 42835 01seaseluau'v'r ���,,,Q�Q, �` • , � , ..F OG�r yes G •' 100 do r ! a s 5&TO ��; Mier Splices shown For mansard splices, Identlml =P!fce Plate ,A!(ay: 606176 ar 5052}az Speeczdon5 For gable and/or straight beam Splices. 2 SG4F1V5 ALONG CLINE Maximum angle Far mansards 39' OF PLATE EVENLY SPA© mmdmum angler gables 45' ---------------------- '-� \ tr�AL o SPLICE PLATi� a a Q \ I o +_________________ _____L b �k.ro � $14 SMS TypiC31 1 © ELF Screw pasit crts near mitzr jalnt may be 3djusced m'atmmadam plplln, Fa¢ bet Naen msti�em ' F along miter Jdttt may L'h" Z =", maintain maximlun and mirimLim dLslznms berueen stews. �. Edge OLstanm tior SC8w5: 'k' Mlnimuln Screw Spaang: 5/8" SPLICE SPECIFICATIONS PER TABLE 109 BELOW F 17 TYPICAL ELEVATION FOR BEAM MITER SPLICE [ DETAIL MAY BE ROTATED FOR GABLE RIDGE SPLICE, AND MAY ALSO SERVE AS SPECIFICATIONS FOR A STRAIGHT SPLICE, MAINTAIN PLATE AND CONNECTOR SPECIFICATIONS IN TABLE 109 FOR ALLI Table 109 Beam Splice Plate Size and Fastener Requirements Beam Splice Plate Re uirement, for Beams of 6005T5 allo Beams of 6005T5 allo #14 SMS Total Fastener S aces MEMBER SMB PLATE LENGTH Ma 6005T5 Required Thickness Per Side #14 SMS Number of Spaces 5052H32 6061T6 Per End Per Splice Horizontal Vertical 2x4 10" 8.7 3116" 1/8" 8 32 2 2 2z5 12" 13.9 3116" 118" 12 48 3 2 2x6 12" 17.4 3/16" 118" 14 56 3 3 Zx7 14" 22.3 3116" lie" 14 56 3 3 2x8 18" 67.7 6/16" 3116" 16 64 4 3 2x9 18" 107 3/8" 3/16" 18 72 4 4 2x10 20" '141_5 3/8" 1/4" 1 20 88 4 6 ,aY1-'•V 1 6061T6 beams use same plate as 6005T5 beams- 2 5052H32 is a sheet alloy, 6061TS is a plate alloy. 3 Ma (allowable moments for beams in in -kips). ADO 2 AODITIDNAL RAW-- Tr. COI SCMV5 WHEN R'TrBM11L 3ACMIC - Nr ?Ilm! ReQmt D MAM IS UTILIZED { FASTt>`l Atd10rA.GONAL i ai Pudln i 11 , 3/e" 2 aOLT- 3/16" X S' X SPLICE PLATE 05" aA01NG PLATE (AEUTS PURL➢V) NOTE_ aACUNG PLATE MAY BE PTTERFM WITH BOLTTHP...... SEAM W ROOF ALTERNATE OCNNB-TCN OF Olt 4 EACH A14 SMS THRU C4ANNL THRU BEAM `NEH arro aAC:QNG '' O NAL BRAG 3 F 3/B" a ac HOOF A .fl Section Cal Beam U-3radat(Oenneo — aT- 1 SCREEN ROOF DIAGONAL SRAQNG SCHEMATTC C#11 R-aRAODIG NOr>= THESE ONNE:o CN CEMILS NAY 8E UMZM MR X-SRUaNG PUBn or Save W_ ' Plan View K-BRACING DETAIL 7 e TYPICAL SCREEN WALL ELEVATION I NOTE: ALL K-BRACE .MEMBERS ARE 2x3x0.070. ALL SHEET METAL CONNECTING SCREWS (SMS) ARE 914. ) 3" x 4" x 1/8" PLATE ON EXTERIOR; 3" LONG x 1" K-BRACE x 3" x 118" ANGLE ON INTERIOR wl 16 SMS ( 8 .'ER SIDE ) INTO BRACING CORNER POST AND WALL AS SHOWN. K - BRACE DETAIL "A" 1" x 1" x 118" ANGLE, T LONG wl SMS INTO BRACE & INTO POST POSTICOLUMN HORIZONTAL \ MEMBER SMS (TYP.) TOP VIEW 3-112" x .6-. 118- PLATE K-BRACE 12 ( 6 PER SIDE, TYP.) 14 ( 7 PER SIDE, TYP.) i GIRT CHAIR RAIL GIRT JCHAIR RAIL ■■ K•BRACE 3_1/2" x 6" x COLUMN 1/8" PLATE K - BRACE DETAIL "B" 1" x 3" x 118" ANGLE, 7" POST/COLUMN LONG w/ SMS INTO BRACE AND INTO POST SMS TYP. TOP VIEW `. 3-1/2" x 6" x 118" PLATE K-BRACE 3" x 4" x 1/8" PLATE ON EXTERIOR CORNER 3" LONG x 1" x 3" x 118" ANGLE ON POST INTERIOR w/ 16 SMS (8 PER SIDE) INTO BRACING & WALL AS SHOWN- . 16 B PER SIDE, TYP.) 1x2 OR 1x3 SOLE PLATE FOUNDATION K - BRACE DETAIL "C" F.- COLUMN I FOUNDATION FASTENERS FOR 2x3 ONLY LOAD CONDITIONS: CONNECTION UPLIFT CAPACITY = 1.1000, SHEAR CAPACITY = 228#. NOTE: 1) THIS DETAIL MAY NOT BE USED FOR COLUMNS LARGER THAN 2" x 3". 2) TWO (2) EACH X 318" DIA, BOLTS MAY BE SUBSTITUTED FOR THE 3 EACH #14 SMS ( 2 THRU BOLTS REPLACE 6 SCREWS ) 3) CONCRETE FASTENER SPECIFICATIONS: CONCRETE FASTENERS MUST HAVE A (MINIMUM) ULTIMATE TENSION CAPACITY OF 2,560 # OR A WORKING (MINIMUM) TENSION CAPACITY OF 540#, AND A (MINIMUM) WORKING SHEAR CAPACITY OF 300#. (00 NOT SUBSTITUTE 114" DIA. CONCRETE ANCHORS FOR LARGER SIZE ANCHORS.) FOR 2" x 4" 8' x 5" COLUMNS SCREEN 4" COLUMN SHOWN ) COLUMN SIZED PER TABLE 1 2" x 2' x 118' ANGLE EACH SIDE w/ THREE (3) EACH *14 SMS EACH 2" x 3" x 1/4" ANGLE EACH SIDE SIX (6) #14 SMS (TYP. NOTE: ANCHOR EDGE DISTANCE = 3" 1/4" DIA CONCRETE ANCHOR w/ ANCHOR SPACING = 2" FOR Zx4 1-114" EMBEDMENT (MIN.LTYP.) in POSTS, 3" FOR 2x5 POSTS. VOTE: DO NOT SUBSTITUTE LARGER DIAMETER CONCRETE ANCHORS I I■ ( ■ ._w.ONCAETE. >. COLUMN ! FOUNDATION FASTENERS FOR 2x4 & 2x5 LOAD CONDITIONS: CONNECTION UPLIFT CAPACITY = 1,688#, SHEAR CAPACITY = 1,184#. 40TE: 1) THIS DETAIL IS FOR 2x4 AND 2x5 COLUMNS/POSTS, 21 CONCRETE FASTENERS MUST HAVE AN ULTIMATE PULL-OUT CAPACITY OF 2, 170 # OR A WORKING PULL-OUT CAP ACTTY OF 528#, 3) TWO (2) EACH X 318" DIA. BOLTS MAY BE SUBSTITUTED FOR THE 3 EACH 014 SMS ( 2 THRU BOLTS REPLACE 6 SCREWS). (2' x 6" COLUMN SHOWN) CQLQMN SIZED PER TABLE 1 Z" x 2' x 118" ANGLE EACH SIDE wl THREE (3) EACH 414 SMS 1" x 3" x 114" ANGLE EACH SIDE EACH SIDE (1" O.C. MIN.) SIX (6) 4!14 SMS TYP. ANCHOR EDGE DISTANCE = 3" 114" DIA, CONCRETE ANCHOR./ ANCHOR SPACING = 2' FOR Zx4 1-1/4" B D E T P ■ ■ . ■ POSTS, 7" FOR 2x5 POSTS. ■ 2" MIN. 2" (MIN.) CONCRETE COLUMN / FOUNDATION FASTENERS FOR 2x6 THRU 2x10 LOAD CONDITIONS: CONNECTION UPLIFT CAPACITY = 7 4000, SHEAR CAPACITY a 2,000#. NOTE: 1) THIS DETAIL IS FOR Zx6 THRU 2x10 COLUMNS/POSTS PER TABLE 1, SHEET 1, 2) TWO (2) EACH X 1/8' DIAL BOLTS MAY BE SUBSTITUTED FOR THE 3 EACH *14 SMS ( 2 THRU BOLTS REPLACE 6 SCREWS ), 3) CONCRETE FASTENER SPECIFICATIONS: ANCHOR "A' (CLOSEST TO EDGE) IS 3/8' DIA x 3" LONG wl 2". EMBEDMENT, ANCHOR "B" (FARTHEST TO EDGE) IS 318" CIA. x 2' LONG wl 2" EMBEDMENT, ANCHOR "A" MUST CONFORM TO SPECIFICATION (CLOSEST TO FOGE) IS 3/8" DIA. x 3" LONG w/ 2" EMBEDMENT. SUPPLEMENTAL CONCRETE ANCHOR ("B") SPECIFICATIONS: MINIMUM ULTIMATE TENSION CAPACITY OF 2,0009,, MINIMUM WORKING TENSION CAPACITY a 5000; & MINIMUM WORKING SHEAR CAPACITY-1,000#. SCREEN ENCLOSURE DWG. # GSR-2011-035, REV. 0 December 5, 2011 SHEET 3 OF 4 STANDARD CONNECTIONS HEIGHT 8'-0", 130 MPH, EXP. 'C' GOODMAN'S SCREEN & REPAIR POST OFFICE BOX 0585 JENSEN BEACH, FL 34958 OFFICE (772) 286-0665 FAX (772) 283-1676 "Let Your Home Be Our Reputation" LOCATION: NAME: POZO RESIDENCE ADDRESS: 7389 RESERVE CIRCLE DRIVE CITY/STATE: PORT ST. LUCIE, FL 34986 COUNTY: ST. LUCIE DRAWINGS NOT TO SCALE R. A DUNLEA, P.E. 1513 CERVANTES PLACE THE VILLAGES, FLORIDA 32159 (352) 750-6207, (772) 285-6444 FLORIDA LIC. 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GUTTER OPT10=A`7XA BRACE TO FASCIA 3 1-114'x3' LAG F— A O.C. ELSEWHERE AT GUTTER Z'xrx0.1 25' x 3- LG. CLIP ANGLE; ONE EA_ Z GUTTER BRACE SIDEOF BEAM P./EA BEAn CON7MI US ANGLE \2 - S4 OR 1 - N EA- CUP SPACER FOR INCUL:TPU, FASCIA PTIONAL CUT OF & CAP 4CLIP THRU 1ER BRACE SUPER GUTTER CONNECTION DETAIL 7W-:re•x C '�iE PUN-'M AAE-ZIA frTM OCaGGItAI_ RoUg IaP.11Q+m !!1 W91G ZGLTg L] 6RATB � 3AAGl'GLJVFE=Ralas a8Af1RE aACM4r, AW44 I ExIL�C GGLidUL AA�4G3sGG71G "Im ura� rail PLIPLIA �MfIK147N a 1 •� 7 GG1 _L1.445 QTTG P11A11A'NH AM 4 EAG1 arty qEJM We I "- MA: 'E iLCFQYG MQAQrJTTl� ,yl7y{ (Lfr TRrA4es;U—V G Lr•I1714G=flL 3�1 l-L*O1Y L`ISIDE ^1ARLQ 14tY AL93 M1= UAL,N 3--:IN 2=3 AASrBM AS 10ENlll . jr als crto MML iW ad¢2wi :E-7JI7- 11 71'HQC ZgILE -t7 !.3 nPH, UF. I JtD 3'5 NM PUFLM• '--tow 14AM ��TGN / aNGLJr'a:NPI� 7P R'fT-J]A/AI -. . 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FROM MME FAi= OF POST M SC7EA 57tA16 OF HOLLOW G3RT (I-EM EMUE0Mef7 MIMMUMI — GW OR caAIR a;.TI r'.aN•NfiCN 'N/ �.']NC=I� -1._ �.- � 1 slc _.1MN�rF15 SCREEN ENCLOSURE DWG. # GSR-2011-035, REV. 0 December 5, 2011 SHEET 4 OF 4 STANDARD CONNECTIONS HEIGHT 8'-0", 130 MPH, EXP. 'C' GOODMAN'S SCREEN 8l REPAIR POST OFFICE BOX 0585 JENSEN BEACH, FL 34958 OFFICE (772) 286-0665 FAX (772) 283-1676 "Let Your Home Be Our Reputation" LOCATION: NAME: POZO RESIDENCE ADDRESS: 7389 RESERVE CIRCLE DRIVE CITY/STATE: PORT ST. LUCIE, FL 34986 COUNTY: ST. LUCIE DRAWINGS NOT TO SCALE R. A DUNLEA, P.E. 1513 CERVANTES PLACE THE VILLAGES, FLORIDA 32159 (352) 750-6207, (772) 285-6444 FLORIDA LIC. NO. 42835 • • f f • • O a�°SCE ••. •G2�e u ,�, • / NO. A. i "� • .S T F /•A. e • • W A ♦♦A� F�ORtt3P••• N ,eAl ;ff e'wip3'IAi!?�.03'�'A