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HomeMy WebLinkAboutSUBMITTED PAPERSu OFFICE USE -9NLY: Date: --, I -, I Fee Due: Receipt# Permit # I n� PLANNING & DEVELOPMENT SERVICES ® BUILDING & CODE REGULATION DIVISION SCANNED 2300 Virginia Avenue By FL Pierce, FL 34982-5652 St. LU 772-462-1553 CI@ COunt1 APPLICATION FOR ALUMINUM STRUCTURES PERMIT ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: I l 1 y /v 4d n/PS END C11,4SF- 2. PROJECT NAME: _/7'4L L SITE PLAN NAME: `t Z- 3. PROPERTY TAX ID #: .� J a, /— $ a 3 -- o o / & — O o a — 4. LEGAL DESCRIPTION (attach extra sheets if necessary): � D 7 / D AC P—5 -6iQ ✓E &4 A/ ! f4 Ti D Al 5. PLAT BK PAGE BLOCK LOT_ 6. PARCEL SIZE: ACRES/SQ FT. q b LOT DIMENSIONS 5��� s `� L 3 6 3 X 7. SETBACKS (ACTUAL) FRONT: 74i/ Z I BACK: 3 i� Z 3 RIGHT SIDE:- 10 LEFT SIDE: S/, 8 % 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 DD ENSIONS 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 POOLENCLOSURE NEW ❑ EXISTING V7 X 33 ❑ 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: $ q 4 5- 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.0412612010 /Lc V'41 L'if �S �S, 116 OWNER INFORMATION NAME: ADDRESS: ( It `4 G19 N.D S FN D Cf/w S g— CITY: �i T S T, (U c STATE: -I-ZIP `L �l PHONE (DAYTIME): (_- 0a D ( g srj 6 EMAIL: FILL IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE: FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP PHONE (DAYTIME): �) CONTRACTOR INFORMATION STATE OF FLORIDA REG./CERT #: ST. LUCIE COUNTY CERT #: BUSINESS NAME: S o •y�� L E!✓y�l SC N �/V <� 2 �! .S S /AJ' C , QUALIFIER'S NAME: ZZ I/ g �R . ADDRESS: a a a S S • Fc,¢lU �� y2 S AP, _ _ CITY STATE: ZIP s y 9 s a PHONE (DAYTP E): 7Z01 a 7 0 3 '� FAX No. ?�c - 3 9 8' d s9 7 email: ARCHITECT/ENGINEER: T , A, -P UA) F 14 , P- ECG ADDRESS: a 3 77 S,0e ll,uDpoD P.D, CITY:1& [ gi �i ? V STATE: ZIP '3 q -7,9 d PHONE (DAYTIlb1E): '?? 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 j �j TOWNSHIP RANGE %� C r� MAP NO.9 3� ZONING �� LAND USE S LOT CVG % Additional Permits Required REPORT ' I BIN4S FEE $ MISC FEES I $ TOTAL FEES =$ CODE BUILDING & ZONING REVIEW FRONT PLANS VALUE OF CONSTRUCTION REVIEW COUNTER ZONING SUPERVISOR EXAMINER VEGETATION USING ICC TABLE DATE ► 3 1 /�! COMPLETE TNTTTA T .0 PLAN RI EW SPECIFICATION Cl CKLIST 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. (1) 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 us 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 P.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 0 wall or a current, signed original manufacturer's attachment approval letter which includes the model number, serial number and current owner's name and street address. (b) That the complete guide to H.U.D. specifications be strictly adhered to. (c) A Certified Florida Engineer may design the manner of attachment of the proposed structure to the host house but shall assume full responsibility for both structures' integrity by site specific documentation. CERTIFICATION: This application is hereby made in order to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. 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 Contractor / Owner Builder, have verified that the existing foundation meets the requirements of the Engineer of Record and is in adequate condition to withstand the uplift and weight of the aluminum structure and said structure will not exceed the footprint of the structure that was in existence I r riotoo b t mS. prior � 120 U I OWNER. OR CONTRACTOR SIGNATURE TRACT R S GNATURE STATE OF FLCR A COUNTY OF The foregoing instrument was acknowledged before me me this !�— day of , 20_J1, T by YiCX, v who is personally known to- me, `or who has produced ��L `` w, aTa4SI R,B� as identification. MILONE t DD 852587 `• of Notary YION M( E) F IRES: March 22,2113 r�'? :t::.xfi t fi :aided Th(u NotaO pW* llndermlers IMPORTANT NOTICES: STATE OF FLOR�� COUNTY OF L• The foregoing instrument was acknowledged before me me this n day of FQ �b , 20_I!___, by 1 x2t<j OC 11d LA who is personally known to me, or who has produced �=L as — DAWN MItONE^-T— ofNotary �►,_ MY COMMISSION k DD 852587 EXPIRES: March 22, 2D13 A, F,h• ' Bonded Th-Notary Public Underwriters • TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR, IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION, TO SIGN THIS APPLICATION & THE OWNERBLDR AFFIDAVIT. • ALL SIGNATURES ON APPLICATION SUBMITTED SHALL BE ORIGINAL, SIGNED IN INK. COPIES, FAXES, OR STAMPED REPRODUCTIONS ARE PROHIBITED. • 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. JOSEPH E. SMITH, CLERY e)F THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3558380 OR BC 3265 PAGE 2682, Recorded 02/01/2011 01:36 PM 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. I. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: 33 Z1 - 8O 3 -00 (6 -O 00 - S SUBDIVISION BLOCK 'r7— --ter — TRACT LOT _LBLDG UNIT , . 2. GENERAL DESCRIPTION OF IMPROVEMENT: { Dot 3. OWNER INFORMATION: a. Name /`A K % b. Address! l I y6 L 4,Z Ch g St' S / ?�1 ^f G c. interest n property �t e d. Name and address off" simple titleholder (if other than owner) 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: ,S o ^ n .v l P .n i Cl n 5e v c Cr 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'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 (IXa) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) 20_ /cr16l/� fiW C Print Name and Provide Signatory's Title/Office Owner's Authorized State of Florid County of 5- The ct Cs L fo?, in:g instlument sy s owledged before roe this �� day of (Name of person) rf I (Type of authority... e.g. Owner, officer, trustee, attorney in fact) t he tw d e r 20_1 1 (Name of party on behalf of whom instrument was executed) Personally Known_ or produced the following type of ID: "t C4 1 4 -0 a--C4 �' �l1 NOWTEPAkfMIM.(Printed Name of Notary Public) (Signature of Notary Public) t:tat�g1 Under penalties of perjury, I declare that I have read the foregoing and that the facts in'11 OUP belief (section 92.525, Florida Statutes). By: Signature(s) of Owner(s) or Owner(s)' Authorized Officer/Director/Partner/Manager who signed above: STATE OF FLORIOA ST. LUM COU Y "IT CE If THIS ISA TR,U D G REAjYOfTHE ORI i L. d': Date: CLERK Al Property Appraiser - St.Lucie County, FL Page 1 of 1 PROPERTY RECORD CARD Frank Hall Record: 1 of 1 �<Pre� 4ext = 5pec.Assmnt Taxes Exemptions Pemmits Home Property Identification �VUCIECO Site Address: 11146 LANDS END CHASE ParcelID: 3321-803-0016-000-5 G2 Sec/Town/Range 28 :36S :39E Account # 35937 �� < Map ID 33/28N Land Use: SF Res Q� Zoning. RS-2 City/Cnty St Lucie County Ownership and Mailim, Legal Description Owner Frank Hall RESERVE PLANTATION -PHASE IIA LOT10 (MAP 33/28N) (OR 3068- Address 11146 Lands End Chase 1810) Port St Lucie FL 34986-3009 Sales Information Assessment 2010 Final Total Land and Building Date Pn,,e _; Brie De-'i S:_c.', P q, 2010 Final: 309000 Land Value 137000 L.cres 1.49 3/6/2009 375000 0001 WD 3068 / 1810 Assessed 309000 Building Value. 172000 5/31/2005 730000 00 WD 2270 / 2509 Ag Credit 0 Finished Area: 2934 SgFt 6/30/1989 63500 00 WD 0644 / 1807 Exempt 50000 4/11/1989 27850000 02 WD 0631 / 2391 Taxable, 259000 Taxes 5587.53 BUILDING INFORMATION Lx:enor Features View: RoofCover TC - Clay Tile RoofStruct HP - Hip ExtType HB+- HB+ YearBlt 1990 Frame Grade B+ - B+ EffYrBlt 1990 PnmeWall FS - Frm Stucco StoryHght 0010 - 1 Story No Units 1 SecWall Interior Features BeclRooms: 3 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath. 2 HeatType: FHA - FrcdHotAir AvgHt/FI: 1/26ath: 2 HeatFuel. ELEC - Electric Prm Flors: HW - Hardwood %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 SWAV - RES POOL AVG Y 1 450 AV AV 1990 1 0100-SF Res LFCP-Front Ft 85.37 401.54999 PA01 - POOL DK-AVG Y 1 1094 AV AV 1990 2 0100-SF Res 226 -Front Ft 82.99 368.89999 SPA - SPA -HOT TUB Y 1 36 AV AV 1990 DWC - Driv-Concret Y 1 1825 AV AV 1990 PHTR - POOL HEATER Y 1 1 AV AV 1990 FNA4 - Alumn Fen 4' Y 1 100 AV AV 2006 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=332180300160005 2/7/201 1 TABLE OF ROOF BE IS, COLUMNS, PURLINS ID GIRTS: THIS SCREEN ENCLOSURE MEETS THE FLORIDA BUILDING CODE FOR A HEIGHT 10"-0", 130 MPH, EXP. 'B' 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 IMARK I SIZE I MATERIALl TYPE I THICKNESS ILENGTH DESIGN BASIS b x t A I W F FT. ROOF BEAM # 1 ROOF BEAM # 2 ROOF BEAM # 3 ROOF BEAM # 4 COLUMN # 1 COLUMN # 2 COLUMN # 3 COLUMN # 4 COLUMN # 5 COLUMN # 6 COLUMN # 7 COLUMN # 8 COLUMN # 9 PURLIN #1 CHAIR RAIL # 1 CHAIR RAIL # 2 CHAIR RAIL # 3 CHAIR RAIL # 4 CHAIR RAIL # 5 CHAIR RAIL # 6 CHAIR RAIL # 7 CHAIR RAIL # 8 CHAIR RAIL # 9 EAVE RAIL # 1 EAVE RAIL # 2 EAVE RAIL # 3 EAVE RAIL # 4 EAVE RAIL # 5 EAVE RAIL # 6 EAVE RAIL # 7 K-BRACING WIND BRACING R1 2x9 ALUM SMB 0.082 0.306 47'-0" CALCULATION R2 2x9 ALUM SMB 0.082 0.306 47%0" CALCULATION R3 2x9 ALUM SMB 0.082 0.306 40'-0" CALCULATION R4 2x3 ALUM HOLLOW 0.050 0.050 C-0" CALCULATION Cl 2x7 ALUM SMB 0.550 0.120 10'-0" CALCULATION C2 2x7 ALUM SMB 0.550 1 0.120 10'4" 1 CALCULATION C3 2x7 ALUM SMB 0.550 0.120 10'-0" CALCULATION C4 2x5 ALUM SMB 0.050 0.116 10'-0" CALCULATION C5 2x4H ALUM HOLLOW 0.050 0.050 10'-0" CALCULATION C6 2x5 ALUM SMB 0.050 0.116 10'4" CALCULATION C7 2x6 ALUM SMB 0.060 0.120 10'-0" CALCULATION C8 2x4H ALUM HOLLOW 0.050 0.050 10'-0" CALCULATION C9 2x6 ALUM SMB 0.050 0.120 10'4" CALCULATION P1 2x3 ALUM HOLLOW 0.050 0.050 NA 300# RULE CR1 2x3 ALUM HOLLOW 0.050 0.050 6%7" CALCULATION CR2 2x3 ALUM HOLLOW 0.050 0.050 CA" CALCULATION CR3 2x3 ALUM HOLLOW 0.050 0.050 4'-10" CALCULATION CR4 2x3 ALUM HOLLOW 0.060 0.050 C-11.5" CALCULATION CR5 2x3 ALUM HOLLOW 0.050 0.050 7'-4" CALCULATION CR6 2x3 ALUM HOLLOW 0.050 0.050 4'4" CALCULATION CR7 2x3 ALUM HOLLOW 0.050 0.050 T-10" CALCULATION CR8 2x3 ALUM HOLLOW 0,050 0.050 3'-10" CALCULATION CR9 2x3 ALUM HOLLOW 0.050 0.050 6'-10" CALCULATION ER1 2x3P ALUM HOLLOW 0.900 0.900 6'-9" CALCULATION ER2 2x3P ALUM HOLLOW 0.900 0.900 4'-3" CALCULATION ER3 2x3P ALUM HOLLOW 0.900 0.900 5'-0" CALCULATION ER4 2x3P ALUM HOLLOW 0.900 0.900 5'-1.5" CALCULATION ER5 2x3P ALUM HOLLOW 0.900 0.900 7'-6" CALCULATION ER6 2x3P ALUM HOLLOW 0.900 0.900 7'-0" CALCULATION ER7 2x3P ALUM HOLLOW 0.900 0.900 T-0" CALCULATION KB I 2x3-7 I ALUM HOLLOW 0.700 0.700 NA CALCULATION WB 2x2-9 ALUM HOLLOW 0.900 0.900 NA CALCULATION ADDITIONAL SITE SPECIFIC INFORMATION THIS SCREEN ENCLOSURE IS LOCATED IN A RESIDENTIAL COMMUNITY WEST OF THE U. S. RT. 95 AND SOUTH OF GLADES CUT OFF ROAD IN PORT ST. LUCIE. EVEN THOUGH THIS ENCLOSURE HAS A SMALL POND BEHIND IT THERE ARE SEVERAL TREES AND ONLY 300' ACROSS THE WATER THERE ARE MANY HOUSES. THERE IS A SMALL ANGLE WHERE THE DISTANCE TO THE HOUSE ACROSS THE WATER IS MORE THAN 300 FEET, BUT THIS ANGLE IS SOMEWHAT LESS THAN 25°; A 45° ANGLE IS THE THRESHOLD FOR EXPOSURE C. THEREFORE, PER ASCE 7, SECTION 6.5.6.3, THIS CONDITION MEETS THE EXPOSURE B CONDITION. THE DESIGN SELECTED IS 130 MPH WIND SPEED AND EXPOSURE B. THIS ENCLOSURE IS A BASIC HALF MANSARD DESIGN WITH A T-6" RISE, WHICH GIVES A FRONT ELEVATION ANGLE OF 270 OR 6" PER FOOT. THE EXISTING FOUNDATION, WHICH HAS AN POOL AND IS IN GOOD CONDITION, HAS A BASIC 6" PERIMETER FOOTER AND A NOMINAL 4" SLAB MONOLITHICALLY POURED NOMINAL 4" SLAB. THE EXISTING PATIO FOUNDATION IS ACCEPTABLE FOR THIS ENCLOSURE. BELOW THE CHAIR RAILS VINYL SIDING WILL BE INSTALLED ON THE INSIDE AND THE OUTSIDE OF THE WALL. THERE IS A GUTTER ALL ALONG THE FRONT AND LEFT SIDE OF THE ENCLOSURE. THE DESIGN DRAWING IS ON SHEET 2. CONNECTIONS ARE SHOWN ON SHEETS 3 AND 4 AND THE SURVEY IS ON SHEET 5. ALL KNEE BRACING (KB) SHALL BE 2 x 3 x 0.070 AND ALL WIND BRACING (WB) SHALL BE 2x2x0.090, AS SHOWN ON SHEET 2. C(iiti"F'ii �� IS�tNERS C �1��CNMENTS - ARE a l!C i - CaNTRr,CTOR 0� Ar�ORD SPECIFICATION NOTES AND DESIG PARAMETERS: SCREEN ENCLOSURE 1 THIS DESIGN COMPLIES WITH THE GUIDELINES DEFINED IN CHAPTERS 16 AND 20 OF THE FLORIDA BUILDING CODE (FBC), DWG. # SSS-2011-002, REV. 0 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: January 29, 2011 A DESIGN BASICS: HEIGHT 10"-0", 130 MPH, EXP. 'B' B WIND IMPORTANCE FACTOR (0.77) AND BUILDING CLASSIFICATION (OPEN OR PARTIALLY OPEN) FROM TABLE 1604.5 OR SHEET 1 OF 5 TABLE 6-1, ASCE 7 AND BUILDING CLASSIFICATION IN TABLE 1-1, ASCE 7. C DESIGN PRESSURE FOR 18/14 SCREEN WALLS: WW PRESSURE @ 15.84 PSF, LW PRESSURE @ 12.32 PSF, ROOF @ 4.40 PSF. GENERIC DESIGN DATA THIS WIND LOADING IS PER FBC TABLE 2002.4, POST 12/8/2006. D MAXIMUM HEIGHT: HEIGHTS HIGHER THAN LISTED ABOVE REQUIRE SITE -SPECIFIC DESIGN BY THE ENGINEER OF RECORD. HEIGHT 10"-0", 130 MPH, EXP. 'B' E ALLOWABLE DEFLECTION: L / 60 MINIMUM, AS SPECIFIED IN TABLE #1610.1 OF FBC. F CONTINUOUS LOAD PATH IS PROVIDED WITHIN THE CALCULATIONS USED. SONNY'S SCREEN SPECIALTIES 2225 SE FLANDERS ROAD 2 MATERIALS (UNLESS OTHERWISE SPECIFIED BY THE ENGINEER OF RECORD): PORT ST. LUCIE, FL 34952 A ALL EXTRUSION MATERIALS SHALL BE ALUMINUM ALLOY # 6005T5 OR # 6061T6; ALLOY # 6063T6 IS NOT ACCEPTABLE. CELL (772) 342-7034 B FASTENERS: ALUMINUM ALLOYS #2024-T4 & #7075-T6, DOUBLE CAD -PLATED STEEL, HOT -DIPPED GALVANIZED STEEL OR FAX (772) 398-2997 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 UTILIZING THE SUBJECT METHODS. LOCATION: C SCREEN CLOTH: SHALL BE VINYL -COATED, WOVEN FIBERGLASS, MAXIMUM DENSITY OF 18 X 14, 58% OPEN MINIMUM. OTHER SCREEN DENSITY REQUIRE ADDITIONAL ENGINEERING CONSIDERATION. NAME: D ANY CONNECTION USED, THAT IS NOT SHOWN ON THESE SHEETS, MUST MEET ALL FBC AND AAF GUIDELINES. HALL RESIDENCE E MATERIAL UPGRADES (STRONGER AND/OR HIGHER GRADE MATERIALS) CAN BE SUBSTITUTED AT ANY TIME. ADDRESS: 11146 LANDS END CHASE 3 ALL HOUSE FASCIA DETAILS, BOLTING OR SCREW SELECTIONS, BEAM SPLICE DETAILS, DIAGONAL "K" BRACING DETAILS, CITY/STATE: COLUMN TO BEAM DETAILS, STRUCTURAL GUTTER DETAILS, WALL AND FASCIA DETAILS, CORNER ANCHOR DETAILS, PORT ST. LUCIE FL 33455 ROOF BRACING DETAILS, EAVE BRACING DETAILS, ETC., IF NOT EXPLICITLY OUTLINED ON THIS SPECIFICATION, SHALL BE COUNTY: IN ACCORDANCE WITH THE LATEST FBC EDITION, INCLUDING THE AAF. ALL INTERNAL CONNECTIONS SHALL MEET THE ST. LUCIE FBC (AAF) AND THERE_ INSTALLATION ARE THE RESPONSIBILITY OF THE CONTRACTOR. 4 THE LOCATION OF ALL "K" BRACING, WIND BRACING, EAVE RAILS AND CHAIR RAILS, ALONG WITH ANY DESIGN _ ABNORMALITY, ARE fiHOWN AND/OR LISTED ON SHEET 2, THE "SITE SPECIFIC DRAWING". i 5 THE AVERAGE SPACING BETWEEN BEAMS IS SHOWN ON THE "SITE SPECIFIC DRAWING". THE ACTUAL SPACING BETWEEN ANY TWO BEAMS MUST BE THE LISTED SPACING, +/- 2". THE OVERALL AVERAGE SPACING MUST BE EQUAL TO THE F I ' AVERAGE SPACING SHOWN ON THE "SITE SPECIFIC DRAWING". ALL SPACING MUST NEVER BE GREATER THAN 8.0' O.C. 6 ALL STRUCTURES ERECTED ON CONCRETE SLABS AND / OR FOOTERS SHALL BE CALCULATED TO ASSURE THERE IS THIS DRAWING IS ONLY ACCEPTABLE SUFFICIENT HOLD DOWN CAPABILITY TO MEET THE REQUIREMENTS OF A THE ENCLOSURE. FOR BUILDING PERMITS & ONLY WHEN IT HAS THE ENGINEER OF RECORD'S RAISED 7 IF DESIRED, THE 3/8" BOLT SHOWN IN THE WIND BRACING CONNECTION (SHEET 3, #2), THAT SECURES THE 2x2x0.090 SEAL. COPIES ARE NOT DEEMED VALID. MEMBER TO THE U-BRACKET AND THE U-BRACKET TO THE ROOF BEAM CAN BE REPLACED WITH FOUR (4) #14 SMS. THE THIS DOCUMENT IS THE PROPERTY OF #14 SMS MUST BE 1/2" FROM THE END OF THE U-BRACKET AND AT LEAST 1" APART (STAGGERED) FROM EACH OTHER. R. A. DUNLEA, P.E. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART 8 IN LIEU OF "SITE SPECIFIC ENGINEERING" AN EXISTING SLAB SHALL MEET THE FOLLOWING REQUIREMENTS: WITHOUT THE WRITTEN CONSENT OF A THE SLAB MUST BE IN GOOD CONDITION, 4" OR GREATER THICKNESS, CONSTRUCTED WITH REBAR, WIRE OR FIBER MESH. R. A. DUNLEA. B ALL HOLD DOWN FASTENERS MUST BE NO MORE THAN 12" ON CENTER WITH MINIMUM ENGAGEMENT OF 2-1/4". R. A DUNLEA, P.E. 9 ALL NEW SLABS WITH FOOTERS SHALL MEET THE FOLLOWING REQUIREMENTS AS A MINIMUM: 2377 SW HERONWOOD ROAD A SOIL BEARING PRESSURE IS 1500 PSF (MIN), PALM CITY, FLORIDA 34990 B 4" NOMINAL PATIO SLAB REQUIRES A VAPOR BARRIER, (772) 286-6858, (772) 285-6444 C 8" (MIN.) NOMINAL STRIP FOOTER WITH CONCRETE @ 2500 PSI (MIN) MONOLITHICALLY POURED WITH D, FLORIDA REG. NO. 42835 D 4" NOMINAL PATIO SLAB WITH CONCRETE @ 2500 PSI (MIN) WITH FIBER MESH AND REBAR OR REBAR AND WIRE. THESE PLANS AND ALL PROPOSED 1PJi 10 ALL NEW STRIP FOOTERS SHALL MEET THE FOLLOWING REQUIREMENTS AS A MINIMUM: ARE SUBJECT TO ANY CORRECTIONS �'( T (f A SOIL BEARING PRESSURE IS 1500 PSF (MIN) AND VAPOR BARRIER, REQUIRED BY FIELD INSPECTORS THA, MAY BE NECESSARY iN ORDER TO B ONE #5 REBAR FOR 8" X 8" AND TWO #5 REBAR FOR LARGER v �, • \G '• O ��s e� �' S4$`•••�/��s FOOTERS, COMPLY WITH ALL APPLICABLE CODES. C STRIP FOOTER MONOLITHICALLY POURED WITH CONCRETE PSI �s®�(�� Q 7� �. @ 2500 (MIN). pn OIL. (d0.42835 Y 11 ON THE ATTACHED SHEETS THERE ARE DIFFERENT CONNECTIONS THAT MAY BE USED FOR THE SAME PURPOSE. THE BUILDERS JAN 22011 �9 CAN CHOOSE THEIR PREFERENCE. IF ADDITIONAL CONNECTIONS ARE DESIRED, PLEASE CONTACT THE ENGINEER OF RECORD. a e • Q STATE OF ` s��•�••'A,oR•,•' \l`Q4 �°��e•rza0�•�•4t0 HOUSE T-0" 4'-6" 3' 0.. 33'-0" 1 T-6" T-6" 7'-6" T-0" 1 T-0" 3'-6" 10'-0" RIGHT SIDE ELEVATION VIEW T T-6" P1-> ER3 ER3 17'-0" 10'-0" T-0" 2x3P 2x3P 2x5-> <-C4 KB-> <-KB CR3 2x3 CR3 2x3 <-KB KB- 1x2 5'-0" SECTION'A' -'A' i HOUSE HOUSE HOUSE 5" STRUCTURAL GUTTER HOUSE HOUSE 2'-0" WB-> R2-> <-2x9 R1-> <-2x9 R2-> <-2x9 R3-> < P1 2x3 P1 2x3 P1 2x3 P1 2x3 R2-> <-2x9 R1-> <-2x9 R2-> <-2x9 R3-> < W B-> P1 2x3 P1 2x3 P1 2x3 P1 2x3 R2> <-2x9 Ri> <-2x9 WB-> P1 2P1 2x3 F W W <-2x9 R1->I<-2x9 R3-> 5" STRUCTURAL GUTTER Y I 2xl W B-> 1 2x3 P1 2x3 P1 2x3 9 R3-> \<-2x9 2x3 1 P1 2x31 P1 2x31 P1 R2->I<-2x9 R1->I<-2x9 R2-> P1 2x3 P1 AWB->R2-> <-2x9 P1 T 3'-6" T-0" 10'-0" T-0" R1-> <-2x9 R2 6'-6" 2x3 P1 2x3 <-2x9 / R1->I<-2x9\ R2-> PLAN VIEW ER1 C1-> 2x3P <-2x7 ER1 2x3P <-C2 C1-> <-2x7 C2-> <-2x7 -KB KB-> 2x7-> CR1 2x CR1 2x3 KB- C1- -2x7 <KB 11x2 x2 !x3 I P1 2x3 R3-> <-2x9 WPl 'x3 2x3 'B' 1'-6" 2x9 R3-> <-2x9 7'-0" P1 2x3 -Pi 2x9 2x9 6'-9" 6'-9" 13'-6" FRONT ELEVATION VIEW SITE SPECIFIC DRAWIN( THESE PLANS AND ALL PROPOSED WOR! ARE SUBJECT TO ANY CORRECTIONS REQUIRLD BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 6" 1 T-0" 13'-0.. I C7 2x6 1 x2-> ER5-> -2x3P CR5-> <-2x3 C7 2x6 ER5-> <-2x3P CR5-> C7 2x6 <-2x3 ER5-> /<-2x3PCR5-> -C7- 2x6 KB-> 1x2- T-6.. FILL V' 0 p 24'4' RIGHT SIDE ELEVATION VIEW CONCEALED FASTENERS OR ATTACHMENT,. ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD T T-6" 1-> <-P1 ER4 2x3P ER2 2x3P 7'-0" -KB <-05 <-C3 <-C7 10'-0" <-2x4H <-2x7 <-2x6 CR4 \2x3CR4 2x3 CR2 2x3 CR2 2x3 3' 0" [Z<-KB I 1x2 1x2 1x2 V-6" 4'-3" 1 4'-3" SECTION'B' -'B' ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMP] IANCE REVIEWED BY (� DATE _ t PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE SCREEN ENCLOSURE DWG. # SSS-2011-002, REV. 0 January 29, 2011 SHEET 2 OF 5 SITE DESIGN DRAWING HEIGHT 10"-0", 130 MPH, EXP. 'B' SONNY'S SCREEN SPECIALTIES 2225 SE FLANDERS ROAD PORT ST. LUCIE, FL 34952 CELL (772) 342-7034 FAX (772) 398-2997 NAME: HALL RESIDENCE ADDRESS: 11146 LANDS END CHASE CITY/STATE: PORT ST. LUCIE, FL 33455 COUNTY: ST. LUCIE DRAWINGS NOT TO SCALE T x gg6 � jI P1->\ /<-R4 2x3P / ER6 \ 2x3P 7'-0" DJ 10'-0" DJ ><-2x6Z CR8 DOOR9 2x3 2x3 T-0" ] KB-jlxL2 � I 4'-0" 1 T-0" 7'-0" 14'-0" SECTION'C' -'C' R. A DUNLEA, P.E. 2377 SW HERONWOOD ROAD PALM CITY, FLORIDA 34990 (772) 286-6858, (772) 285-6444 FLORIDA REG. NO. 42835 s * NO. 42855 s q * o o JAN 2` 9 2011 g� per•• STATE OF .' 1W SpilCB Plate AIIW. NEW Miter splices shown for mansard splices, Idel 5061T6 or 501 spedficatlons fbr gable and/or sCaight beam spas 2 SC2EW5 ALONG QVTE•RUNE Maximum angle for marLsards 39' OF PLATE EVENLY SPA® Maximum angle For.gables 45' rfrERRAL T11` SPL=PL4Tt� 0 o ' 'a ----------------------- , *14SMSTypicai —T. :Q ." 1�.,,e� sr OF Sam.pos1boas near miter joint may be adjusted to aonamodate pi space between fasteners ' along miter jclnt may 11/2" to ?, maintain ' maximum and minimum distances between screws. Edge DLstance for Screws: 3/4" Minimum Screw Spadng: 518" SPLICE SPECIFIt70IONS PER -TABLE 109 BELOW wy Ilk TYPICAL ELEVATION FOR BEAM MITER SPLhis ICE [DETAIL MAY BE ROTATED FOR GABLE RIDGE SPLIT AND MAY ALSO SERVE AS SPECIF1 MCNS FOR STRAIGHT SPLICE, MAINTAIN PLATE AND CONNECTOR SP=C4TION5 IN TABLE 109 FOR ALL] Beam Splice Details Table 104 Beam 2X6X0.05OX0.120 SMB 1 Splice Plate Dimensions IThicii Length I Height 1/8' 16" I 51/4° #14 SMS Per Side Per End 1 14 Total #14 SMS Per Splice 56 Fastener Spaces Number of Spaces Horizontal 3 Verl 3 2X7XO.0S5X0.120 SMB 1/8- 16' 61/a" 14 1 56 3 3 2XSXC.072X0.224 SMB 3/16' 18" T/a' 16 64 d _ 3 2X9XO.082XO.306 SME 3/16' 18' 81/4' j 18 1 72 4 4 2X10X0.092X0.389 SMBI 1/4' 20" 9" I 22 1 88 4 6 A002 A01217rsarvaL.7UNG<5r.Tc-1 I QOEGN,�y/B• A aEqu03© SCiPNS WHEN IM EMOC aAGM4G - PLATE is lrnLLJ] j FaR gllQpl FASTB�IEY$ AJiO O?AGONAL Pudln j I � A°4n / s 01agm21 arao-- ^8 _. _ I I}6adet(Onmd) 'rJwnntl BraGxc 3/tr' 9 BOWS— 1/1.6" X 5' x SPLICE -PLATE DEPTH aACai PLATE /ABL.fr• PUR 4) 4 S I \ __11 I I \i 3r8• a eac \ \\ rtannd . _ •- N[iTc• aACOrIGPLAT-c MAY 3E drat c I ,� . Z.— 20THRU .. \ - T(TERKALWITH LTiaAR O .__--._ I '. q aFRN'rlt30NU I i y � � 31H' a dolt AGOF aEaM y a },G/a'�� :�?•C� Sego^ erzaxel� l:c °Lic°IIA7,r r17NNmTI0N OF CyAI'.'IEI_4�$% �'•.'..��r (U�rat.WGlannel) 4 cPGi T14-1 TrIWr GUWMEL'NE3 TMRL 3EA14'NE3 RfTO aPLONG 7L"Tc Plan ''fieN �S�q}•�. :�� AL7`PNATE C0j4j, ETION OF C IANN_ T�k.W` , 0 4 EACH :14 SMS , HRU �NNEL'NE3 F., 4ry\�C�.(/`�4,j, THRU 3EAM WE3 0r10 aACONG PLATE O OULOtIA13RAC x 2' w ama-:i1011L'WTUeE-- 7 .`� Flt RCI:F dEFM I i this'ne, sa+rs i1rc-V. a. dk_-. I i d-M, 0r Mxl br�.aj .'ef" 71ur6 L - c=>DOn ® Beam J SC�S_1.1 ROOF DI?GONaL A S 3LNG C E�AI I� /=1 i ) Y 3RAC3aG NOT"c THcc C7NNZi SN Oc-R tr:E -a=L pCAX_3,%r,,G Aslln Sr 3ve Pail 1?2 Ofi (2X2 MAY 3E SU95T(TVT-El ,• Y 2" : 1/3' MGL SAOt SIDE _c 3EAN (MINIMUM 2' LONG) WITH EACi 414 345 1 3E4M WES -7 -�tvt A ,10 \ ELM ' —� y I' SCtEw E1C( SIDE CF 9EaM ThiRU _ '"� :.us• .A.N LE. i SUFF,cJVT'-D Zj •IS URE 2" EMBEDMENT INTO HOST FASC.t :E4M MAY 3E SLOPING CR HCRCO,VT?L+ LENGTH S_/B' 0 LAG SCREW EACH SII']E OF 3EaM THRU ':.2'xl/8' .ANGLE, TIFFIC IENTTO ASSURE 2" EMBEDMENT DYTO KOST.-ASG4 2' X 113' ANGLE E404 FIDE OF 5E4M %MNIIMUM ?•'JONGT WLn1 2 E401 -'14 E M 5 DIT0 SEAM WES CRANNELCOVEIING OPEN 31 (TNCDEfTAL TO 01i 3E4N MAY BET RIMMED 6 =Ea1' 1 TC HCST Pa5Q4 DETAIL WITHOUT SUPER GUTTER T"R[>. TABL 191) 1 X 1 /9' AINCSE EACH SIDE CF SEAM mTH I CAcw p L X arrTEA d Z CACH }7a \ 3/4S-Y.S- INTO SEW o0 7 � _ EEWS (MAY 9E SLOPING OR HG70ZOKTAL) S• SUPE7 CUTTER BEAM STITCH SCREWS 0 24" O.C. TOP AND BOTTOM 410 SMS TYPICAL) SCREEN ROOF BEAMS - SIZE PER TABLE im / MAXIMUM SPACING 8' - 0- O.C. 10-1 ONG 1'D.115" TfiIC]C71iTiRUDBD 'z"HARGr1TTER 1N5EStrTYP OHL'rr.ERPD ONEACH ROOF BEAM. WT PL(4)ALd'TP%E rM TOP LIP OF (Y=GR 3/8" f LAG SC; WS Z' LONG (3 THRU I X S ANQE x00 0 Ze 0.C) 7 in, SAS. I' LONG - EAQI 587E OF BEAU AND 24" ac. S" DIA. CONCRETE ANCHOR 'APCON OR EQUAL) wl MBEDMENT (MIN.) 'x 2" x 118" ANGLE EACH SIDE - 414 -SMS EACH SIDE 1" O.C. MIN.) ITAPCONE{1J tld" \ \ II I If7l ONS i0R =� \\\y 1 � I 2a12"IMIN. CONCRETE l J COLUMN / FOUNDATION FASTENERS FOR 2x3 ONLY LOAD CONDITIONS: CONNECTION UPLIFT CAPACITY = 1,1000. SHEAR CAPACITY = 2289. NOTE: 1) THIS DETAIL MAY NOT SE 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 5 SCREWS) 3) CONCRETE FASTENER SPECIFICATIONS: CONCRETE FASTENERS MUST HAVE A (MINIMUM) ULTIMATE TENSION CAPACITY OF 2,560 # OR A WORKING (MINIMUM) TENSION CAPACITY OF 5404, AND A (MINIMUM) WORKING SHEAR CAPACITY OF 300#. 100 NOT SUBSTITUTE 114" DIA. CONCRETE ANCHOR.) FOR 2" x 4" & T' x 5" COLUMNS SCREEN ( 2" x 4" COLUMN SHOWN) _ 2" x Z" x 118" ANGLE COLUMN SIZED PER TABLE 1 EACH SIDE W/ THREE (3) EACH $14 SMS EACH '_" x 3" x 1/4" ANGLE EACH SIDE SIDE 1" O.C. MIN. NOTE ANCHOR EDGE DISTANCE = 3" SIX (6) #14 SMS (TYP.) 1/4" DIA. CONCRETE ANCHOR W1 , j♦ ANCHOR SPACING = 2" FOR 20 1-114" EMBEDMENT MIN. TYP. POSTS, 3" FOR 2x5 POSTS. NOTE: DO NOT SUBSTITUTE LARGER DIAMETER CONCRETE ANCHORS 2" MIN. Na.p/Al �" FASCIA 2" (MIN.) 141 5" SUPER GUTTER CONCRETE COLUMN / FOUNDATION FASTENERS FOR 2x4 & 2x5 LOAD CONDITIONS: CONNECTION UPLIFT CAPACITY = 1,688#, SHEAR CAPACITY = 1,181 NOTE: 1) THIS DETAIL IS FOR 2x4 AND 2x5 COLUMNS/POSTS, Z) CONCRETE FASTENERS MUST HAVE AN ULTIMATE PULL-OUT CAPACITY OF 2,170 # OR A WORKING PULL-OUT CAPACITY OF 528S. 3) TWO (2) EACH -L X 31B" OIA. BOLTS MAY BE SUBSTITUTED FOR THE 3 EACH #14 SMS ( 2 THRU BOLTS REPLACE 6 SCREWS ). 2" X 2" PURUN (MAXIMUM PURL'N SPACING 7--0-) 2 EACH (MIN.) #10 X 1 7/2' LONG S.M.S. (TYPICAL) INTO SCRE'# BG SES- SECTION OF CONCFALED FASTENER CONNECTION 4 - : 0 5-M < FROM 045IDE FA(--- OF P3S INTO SCAEN 5PUNES OF HOLLOW W..T(I-i EMBEDMENT le4U IUM)- MP 4r.114G r W— 1 a)NNP-7cN W/ • ANCA PA_C_1C7l- R41'5i L'4i. E EA i IONS / GIRT 1-0 ?GS CONMEC-FICN: L13 (2" x 6" COLUMN SHOWN) C LUMN SIZED PER TABLE 1 2" x 2' x 118• ANGLE EACH SIDE Wl THREE (3) EACH #14 SMS 2" x 3" x 114" ANGLE EACH SIDE EACH SIDE (1" O.C. MIN. SIX (6) #14 SMS (TYP.) ANCHOR EDGE DISTANCE = 3" 1/4" DIA. CONCRETE ANCHOR wl \L ANCHOR SPACING - 2" FOR 2x4 1-1f4" EMBEDMENT fMIN.ItT'fP.l,� POSTS, 3" FOR 2x5 POSTS. , long 2" IN. 2.. i IVA 1N.) 1 1 F5] ICONCRETE COLUMN / FOUNDATION FASTENERS FOR 2x6 THRU 2x10 LOAD CONDITIONS: CONNECTION UPLIFT CAPACITY = 2,4009, 3HEAR CAPACITY = 2,0001. NOTE: 1) THIS DETAIL IS FOR 2x6 THRU 2x10 COLUMNS/POSTS PER TABLE 1, SHEET 1, 21 TWO (2) EACH US" DIA. BOLTS MAY BE SUBSTITUTED FOR THE 3 EACH #14 SMS (2 THRU BOLTS REPLACE 6 SCREWS 3) CONCRETEFASTENER SPECIFICATIONS: ANCHOR "A" (CLOSEST TO EDGE) IS 318" DIA. x 3" LONG'M/ 2" E/ABEOMENT, ANCHOR "B" (FARTHEST TO EDGE) IS 318" DIA. x r LONG nl 2' EMBEDMENT, ANCHOR "A" 'RUST CONFORM TO SPECIFICATION (CLOSEST TO EDGE) IS US" DIA. x 3" LONG wl 2" EMBEDMENT. 3UPPLEMENTAL CONCRETE ANCHOR ("'B") SPECIFICATIONS: MINIMUM ULTIMATE TENSION CAPACITY OF '_,000�; PAINIMUPA 'NOPKING TENSION CAPACITY - 5009; & MINIMUM WORKING SHEAR CAPACIT( = 1,000 . SCREEN ENCLOSURE DWG. # SSS-2011-002, REV. 0 January 29, 2011 SHEET 3 OF 4 STANDARD CONNECTIONS HEIGHT 10"-0", 130 MPH, EXP. 'B' SONNY'S SCREEN SPECIALTIES 2225 SE FLANDERS ROAD PORT ST. LUCIE, FL 34952 CELL (772) 342-7034 FAX (772) 398-2997 NAME: HALL RESIDENCE ADDRESS: 11146 LANDS END CHASE CITY/STATE: COUNTY: LUCIE, FL 33455 ST. LUCIE THIS "CIRCLED" CONNECTIONS ON THIS SHEET ARE BEING USED FOR THIS PROJECT. 1 2 3 4 :.% ® 6 CALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE DRAW0iWfW8 0 R. A DUNLEA, P.E. 2377 SW HERONWOOD ROAD PALM CITY, FLORIDA 34990 (772) 286-6858, (772) 285-6444 FLORIDA REG, NO. 42835 44 e y s : • Q � � s * 42,835 JAN 212011 2011 p STATE OF 40 o -:.4 �:P =eAn1 (AX-'• , 8 MG _+n Tr_Z = 10 S,KS ���L �--•:v I RCCF S�1AF�ANc ��:' iw •L3P'_vAn„1 I I =Ew �wcTRp4Mp� :©MCOATZ MS.- 'MN OF P3TUP SEAM WaS VL; FS AMC FAS70 W/ 4 EAO1 - I SISOR _'14 9`tS zEl,.�ME •7F i CIAXR RAM ( tG rM t?m HOurnv elOWN1 usT,set_ 11341O �E!_EC—, W-Cm samoN / LAP BEAM (AX-A. M8 (SEL=MAtII4G BEAM n ITS POST PER 7ABLE IM _ ❑♦AS RAIL (G m C'm Hmaw chOWN) USTABLE L04113M.ECT SOLE PRTB = 08 OR m Cal FAS1131570 FCUN2AMNwnH `wo mNCRETE ANCHORS Arz4.O.C• (PROVIDE 1`r.-mDo ILLY eMemmem SLEE RATE WIAN0.P Arm C34C REE E MUSEON Arm-Iaa -aZPRI34ISM ANGLES FA mNCIWM FA57EIWIS mNlAE[EFO@mAf10N 9W40tAL4, ® TYPICAL [BEAM BEARING] WALL SECTION WHERE RI7LRFi ARE AC.V1=rM CTA R& RCXF ERN@IG• MACMW a wm mNs mma RE me m G; PAF6. ExTe4D BrowNa BRAm'RG SAGam PATS WE Lnum FOR FIFUN comme um VA' x Th• x Ur 9AC30 (REEJumED IN W9gO WPM Un MPH AMC S AF-MATMG OR (AP S TAIBIDN _ WEN SL.= 2/B" ANGLE EAL]i SIDE 4 EACH 114 SPAS LYM FURLLM 'N® AMC 4 EAG, MTO MEWNm (ANGLE _ - -- - .CTTCS TO wLTRmv `h• OF TOP ANG —1 - BOTTOM OF O7NNE7mG PUPLZM Ana FASTENERS 3;3A� erEFB,Y) \ MAY E w auRLM '\ MAY UMGzIr/G49 74MIHrA1'NCT'rl Leh' �G -t0 SMB F7+ OM IISIOE • BEAM TMO PURUN 54aeN acm (A* XJ@IGA _m INC 5 :LD SMS MTO HOLLOW -LAIR`+ REM= DR Q MPH ZONE Arm G?eENrEP, IN V040 ZONES UP M LLS MAN. u1- 4 nus am MRLMS SL{TION / ANGIc'NEI �JP IP!'2PPIAL FASf—cMNG ATT SOLO UPTMG ?UALI`a5 K-B ACING DETAIL a I \a: 1 - II I , _YPICAL SCRE_N'AALL ==L=_V.a7ICN NOTE: ALL X-3RACE AEMEE35 ARE ;xSx0.070. AL'_ S1EET METAL ::CNNEC-;NG SCREWS ';SNIS1 .ARE =1=. 1 i • 3" x 4" x 118" PLATE ON f E:iTEP.IOR; 3-' LONG x I" LPACE x T. x 1/8" ANGLE ON INTERIOR wl 16 SMS ( 8 PER SIDE I INTO BRACING CORNER POST AI'.`NALL .a5 SHOWN. K -BRACE DETAIL "A" 1" x 3" x 115" ,ANGLE, 7' LONG ,rrl SMS INTO BRACE 3 INTO POST POSTICOLUMN I L HORIZONTAL MEMSEF aM3 {TYP.) TOP VIEW 3-1/2" x 6" x 118" PLATE K-BRACE 12 6 PER 310E, T'(P.) I y 14 7 PER SIDE, TVP.) GIRT CHAIR RAIL) : ! GIRT (CHAIR RAIL) `■ 7 K-SPACE :c 6" x COLUMN—-,1118" PLATE { K - BRACE DETAIL "S" 1" x 3" x 118" ANGLE, 7" POST/COLUMN LONG W/ SMS INTO SPACE AND INTO POST SIAS (r(P.) TOP VIEW ...-vz x a" x 1/a" PLATE I K-SPACE 3" x 4" x 1la" PLATE ON E=ERIOR - CORNEP.7 3" LONG x 1" x 3" x 1/8" ANGLE ON POST I INTERIOR. w/ 1-o SMS ( a PEP. SIDE ) INTO BRACING &'NALLAS SHOWN. 16 ( 3 PEP 310E T(P,i 1x2 OP. 1z3 SOLES ?�?.TES t ■ I 3 I I ^OUt1CATI0N x - 3�1ACE C=TA.IL "C„ SCREEN ENCLOSURE ROOF SE4dA TO COLL L(MN DELI DWG. # SSS-2011-002, REV, 0 January 29, 2011 Eo SHEET 4 OF 5 STANDARD CONNECTIONS HEIGHT 10%0", 130 MPH , EXP. 'B' 71iq FILE 0 f 100FBE.k1 SONNY'S SCREEN SPECIALTIES 2225 SE FLANDERS ROAD PORT ST. LUCIE, FL 34952 ,a I� t" s�Ls sca> Ns a CELL (772) 342-7034 rtz ` u� FAX (772) 398-2997 SIDE aF Al FBA ;1 st4, t' srns .caFus NAME: HALL RESIDENCE ADDRESS: 11146 LANDS END CHASE ?asT CITY/STATE: PORT ST. LUCIE FL 33455 COUNTY: aw BAY mar m" (SLOPE VARIES FROM 0'70 3B'7 1/B' _lUOC15S ANGLE VIA" UNGTH IMDVIMUM) AT FAQL PCSTIPVW.IN W1 114 S5 ? EACi ;MD FOST: 2 E CII WM EAVE RAIL 3• X 3• x am2• SAVE RAIL (MAY OR MAY NOT HAVE SNAP FEATURES SHOWN AND SCREW SLOT ARRANGEMENTS VARY) SAVE RAL =Tuq Ts 70 BENAS m WTERNPL 410 sm K 1w LCNG OPTIONAL DO OPEN BACK ETMWUSION ON wTrom CF PAVE RAIL, FA5TEm 70 POST W/ 2 EAOL 110 SMS X 11h' LONG' NM SCiEN S OTS OF DO AND CUNNECT TO EAVE RAIL Wl 110 X 1'h' Ar 11' CLC SCREWS CONNECTING OPEN SAO(713 SAVE MAY BE CM M E7 WMEN CONTDCOLS OF PLI 1/B• ANGLE EACH $12 SE OF PURLM w(z EAa1 su g4s EA131 LEG PURLINFLANGE711 M MLAP WEB35 OVER POST AND FASTENED WRH 3 EAO1 114 SMS EA01 SIDE SIDE WALL POST/C'wMN SNAP SGROr6 AiRE 11Ta® A SECTION (2) AT SCREEN EAVE ON SIDE WALLS (FOR WIND ZONES 120 MPH AND CREATER) PURUN MAY BE SLOPING OR HORIZTONAL COVER PLATE END WALL; -COL.UMN SELECT P--F TAeLz t / i 2 EACH #10 SMS X 4- LONG THRU EAVE RAIL INTO SLOPING PURUN SCREW SPLINES 13 END WALL PURLIN CONNECTION DETAIL ST. THIS "CIRCLED" CONNECTIONS ON THIS SHEET ARE BEING USED FOR THIS PROJECT. 1 2 3 � d EALED FASTENERS5 OR A1�HMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD DRAWINGS NOT TO SCALE R. A DUNLEA, P.E. 2377 SW HERONWOOD ROAD PALM CITY, FLORIDA 34990 (772) 286-6858, (772) 285-6444 FLORIDA REG. NO. 42835 -7 * o NO.42835 o JAN 21201110 ; cr 4 •. STATE OF �`La .,Amps spG;;A;s4�,'9,a FOUNO 5/e CAtT t.L LOT ! OC..;.;:a;L pi-0D L---810 ,- '� wwYS..v�i4i f I r t Q, ORE= E WE piAh3? Lrl00N an Sys --Td »: Pisa k 0 FILE COPY THESE PLANS AND ALL PROPOSE �NOnk ARE SUBJECT TO REQUIRED ANY CORR�C GNS BY FIELD s INSPECT S THAT MAY BE NECESSARY s IN pR R T O COMPLY WITH ALL a 3 APPLI 4� CODES. f{ II� le'i I F3b>P e � se i PTA! 3 FRONT -.5' CNR CIDES Cj 8_ R T-- zt � 5•� SCREEN ENCLOSURE DWG. # SSS-2011-002, REV. 0 January 29, 2011 SHEET 5 OF 5 SITE SURVEY HEIGHT 10"-0", 130 MPH , EXP. 'B' SONNY'S SCREEN SPECIALTIES 2225 SE FLANDERS ROAD PORT ST. LUCIE, FL 34952 CELL (772) 342-7034 FAX (772) 398-2997 LOCATION: NAME: HALL RESIDENCE ADDRESS: 11146 LANDS END CHASE CITY/STATE: PORT ST. LUCIE FL 33455 COUNTY: ST. LUCIE R. A DUNLEA, P.E. 2377 SW HERONWOOD ROAD PALM CITY, FLORIDA 34990 (772) 286-6858, (772) 285-6444 FLORIDA REG. NO, 42835 N/A ABOVE SURVEY IS FOR INFORMATION ONLY — NOT AN OFFICIAL SURVEY