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HomeMy WebLinkAbout287 Magnolia Park Trl (2)Permit # : ©b o 15 Job Address:'M Description of Work: Historic District: t CITY OF SANFORD PERMIT APPLICATION Zoning: Value of Work: Permit Type: Building Electrical Electrical: New Service — # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets Occupancy Type: Residential Commercial Construction Type: # of Stories: Parcel #: ' V v w I Owners Name & Address: Phone & Fax: TU I Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: NOV 2 8 `2009. Mechanical Plumbing Fire Sprinkler/Alarm Pool _ Addition/Alteration Change of Service Temporary Pole _ Replacement New (Duct Layout & Energy Calc. Required) _ # of Water & Sewer Lines # of Gas Lines Plumbing Repair — Residential or Commercial Industrial Total Square Footage: _ # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Proof of Ownership & Legal Description) Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws repula.ting construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR. 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: In addition to the requirements_ of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of pe it ' verification that I will notify the owner of the pro erty of th uirements of Florida ien Law, FS 713. Signat wner/Agent Date SiRa of Contractor/Agent Date a O er/Agent's Na Print ntractc b/0 of N a -StaofFX4da Date Signature of N Owner/Agent is Personally K n o� Produced ID �__i� M APPLICATION APPROVED BY: Bldg: e] (\i Zoning: (Initial & Date) 4ecial Conditions: 41161ej— Date Contractor/Agent is — Pe ally Known to Me or _ Produced ID (Initial & Date) Utilities: FD: (Initial & Date) (Initial & Date) z rqY �o Becky Rogers Ex Commission 14, 20133 07 ��pr r& Becky Rogers '�;, My commission DD180133 os �o� Expires February 14, 2007 add Expires February 14, 2007 1 C6 POWER OF ATTORNEY DATE: I hereby name and appoint of Affordable Screen & Patio Inc. to be my lawful Attorney -In -Fact to act for me And apply to the uilding Department for a permit for work to be performed at a location described as. Parcel ID 411-�-oJJ) � lJ���-/�i.ot Block Subdivision: SO4 LA&�, IML44A& kddress of ,J (Owner of Property & :address) and to sign my name and do a I things necessary to this appointment Type andprint e of Certified C ractor ignature of Certifi d Contractor The fore17oina instrument was acknowl (>e .:ef_Qre me thisy� 'ly /�� by who is ersonally kn me, who produced P l v� as identification and who did not take an oath. State of Florida Co tv of Oranbe' vutary Sign:ttu e Date. _/ / 41 V60'r "0 gay Rogers _,f. my Commission DD180133 (Sen 1) ,.. r,." Expires February 14, 2007 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www.scpafl.org/pls/web/re—web.semiiiole—county title?parcel=18203150700000690... 10/9/2005 ;a it 11U tYj 74 1 e DAVID JOHNSON, CrA, ASA PROPERTY ?3 '6 APPRAISER ' SEMINOLE COUNTY FL. _ PINEWAY 1101E. FIRST sT SANFORD, FL 3 2771-1 468 467-665-7566 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 18-20-31-507-0000-0690 Number of Buildings: 1 Owner: BARNES LOFTON W & ANNIE E Depreciated Bldg Value: $155,768 Mailing Address: 287 MAGNOLIA PARK TRL Depreciated EXFT Value: $0 City, State,ZipCode: SANFORD FL 32773 Land Value (Market): $31,000 Property Address: 287 MAGNOLIA PARK TRL SANFORD 32771 Land Value Ag: $0 Subdivision Name: MAGNOLIA PARK Just/Market Value: $186,768 Tax District: S1-SANFORD Assessed Value (SOH): $186,768 Exemptions: Exempt Value: $0 Dor: 01 -SINGLE FAMILY Taxable Value: $186,768 Tax Estimator SALES 2005 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified 2005 Tax Bill Amount: $619 WARRANTY DEED 03/2005 05730 0844 $234,400 Improved Yes 2005 Taxable Value: $31,000 WARRANTY DEED 09/2004 05481 1606 $157,500 Vacant No DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value LOT 0 0 1.000 31,000.00 $31.000 LOT 69 MAGNOLIA PARK PB 63 PGS 54 - 59 BUILDING INFORMATION Bid Year Base Gross Heated Bid Est. Cost Bid Type Fixtures Ext Wall Num Bit SF SF SF Value New 1 SINGLE 2005 12 2,366 3,066 2,366 CB/STUCCO $155,768 $156,551 FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED / 162 Appendage / Sgft GARAGE FINISHED/ 436 Appendage / Sgft OPEN PORCH FINISHED / 102 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. "' Ifyou recently purchased a homesteaded properly your next year's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re—web.semiiiole—county title?parcel=18203150700000690... 10/9/2005 Permit Number Parcel ldentifics Prepared by: P> n ( 0► , o v Q.Qd Retum to: NOTICE OF COMMENCEMENT State of F ©�' County o CE.RT1FiED � MAR or C MORSE l T COURT CLERK OF ClCI FLORIDA . S OLE C ��✓ < � 6CC?f CSL . •� 'tl� tl I till la IN 11 all It 1111111111 IN 1l 1x111 ala 11 IN 1111.0 IN I IM MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 06010 PG 0990 CLERK'S # 2005204151! RECORDED 11/28/8005 09:55:28 AM RECORDING FEES 10,00 RECORDED BY D Thomas The undersigned hereby gives notice that' limprovement(s) will be made to certain real property,and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property (legal-descri tion of the property, and street addreso available) P-22 2•. erat des ' o rov rnen s)�'�` " C �� 64S �Zf/ 3. 0`fnft5 aaonP�J 5v Name Telephone Number Address - e— 7) Fax Number VO + /-�� s 3 Interest in Property: 4. Fee Sim i to older othe dff wn r shown above) Name Ca Telephone Number .3 7. Address J G-- G Fax Number Contractor Name 71:0, AGK 5�aO-7 5a TelephoneNumber `1D`1- Address ey.-) Fax Number guoc)ac� I1. 3x`1 J �4()17-33a-c�a`7�i Surety (if any) Name Address Lender (if any) Name Address Telephone Number Fax Number Amount of bond$ Telephone Number Fax Number 8. Persons within the State .of Florida, designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7., Florida Statutes: Name Telephone Number Address Fax Number 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713.13(1)(b), Florida Statutes. Name Telephone Number Address Fax Number 10. Expiration date of notice of commencement (the expiration date is one year from the date of recording unless a different date is specified): zi� kb X,� &o xat� Date Signed Signatu e f Owner Note: per X713.13{1)(g), "owner Sworn to and subscribed before me this ! y day of who is personally known to me OR as identification. r Pp. Becky Rogers My Commission DD 80133 4)e Expires February 14, 2007 Form Revised: 12/00 for 19 to 20 must si ...and no one se may be permitted to sign in his or her stead." C 6 J 4 O, 6A9442& ignature of eal to appear t , PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 69, MAGNOLIA PARK AS RECORDED IN PLAT BOOK 63, PAGES 54-59 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A): �PC 00=48'11'23" MAGNOLITARAGPARK TRAIL R=25.00' \\ PRIVATE RICHT OF WAY CENTERLINE OF L=21.03' PT N89'41'11"W 95.00' ` OF WAY R g00p•�0� /� _ _� \RP CB=N65'35'30"W �B�Bso - _GRICHT e.os� a6.s1 --- L-� C=20.41' Cc�OZT4TT7E �o r 31.01 1 = 30 A=15'37'51 $I� GRAPHIC SCALE WALK IS =I N89'41'11 "W 0.3' OFF 0 15 30 R=50.00' IS 1•..: ... .....:....:...:.•. O r L=13.64 WALK 0.4' OFF •"•�.0''r'-q•��''/W ,:;.+ . CB=S49"18'44"E EASEMENT C=13.60' -----------------_ WALK IS U D- _ SON LINE :`COniCRE7E:j CV CV'DRIVEWAY &0 � •,20.7'Y•' 5.0' # 5.0' a : %COVERED m � '4 '•"ENTRY;,;. -- c\j W of LOT -70 ONE TBLOCK W CO LOT 68 CONCCRETE7t D7 o- RESIDENCE J O FINISH FLOOR �• O ELEVATIOI4=31.33' - � COVEREO� ' 13.3• 1:1.6 22.0• 5.0' S.0' +tu, S,�ro j --'------------- .----------% -7' BRICK WALL 30? O / 10' WALL h LANDS t"AMENT �- 15' CITY SERVICES {S(;A EASEMENT FOR THE BENEFIT AND LOT 69 EXCLUSIVE USE OF: DHI TITLE OF FLORIDA, INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF N YORK N89*34'11"W LOFTON W BARNES AND ANNIE E BARNES 60 00, DHI MORTGAGE COMPANY, INC. 20' R/W DEDICATED BY THIS PLAT NOTE: PINEWAY LEGEND 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY BUILDING SETBACK lit•1E INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. _ CENTERLINE — — RIGHT OF WAY LINE Q FND 14AIL AND DISC PCP j/•1571 (03/11/05) 2. PROPERTY CORNERS SHOWN HEREON WERE EXISTING ELEVATION FIND 1/ IRON ROD AND CAP 0 SET/FOUND ON 03-11-05, UNLESS OTHERWISE CONCRETE 1-8 p6393 (03/11/05) ACCESSIOLC SHOWN. CNA CORNER IJOT LB LICENSED BUSINESS D DENOTES DELTA ANO.E 3. THE SURVEYOR HAS NOT ABSTRACTED THE LS LICENSED SURVEYOR PSM PROFESSIONAL SURVEYOR AND MAPPER L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE WAY, RESTRICTIONS OF RECORD WHICH MAY PCP. PERMANENT CONTROL POINT PI DENOTES PONT OF INTERSECTION AFFECT THE TITLE OR USE OF THE LAND. (P) PER PLAT (M) MEASURED PRC DENOTES P0114T OF REVERSE: CURVATURE. PT DENOTES POINT OF TANGENCY 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN FWD FOUND C%W CONCRSIL ETEWALK TYP TYPICAL A/C AIR CONDITIONER. LOCATED EXCEPT AS SHOWN. CP CONCRETE PAD CBW RADIUS BLOCK WALL P RP RADIUS OIWT 5. NOT VALID WITHOUT THE SIGNATURE AND THE CS CONCRETE SLAB C CHORD LENGTH CHU OVERHEAD UTILITY- LINE ID IDENTIFICATION ORIGINAL RAISED SEAL OF A FLORIDA LICENSEDpl< ELEVATION PARKER KALON POL POINT ON LINE PCC PUNT OF COMPOUND CURVI SURVEYOR AND MAPPER. R RADIUS POC POINT OF CURVE REV REVISED I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0135 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLAIN. THE MAKES NOAS TO ABO EURVEYOR INFORMATION. PLEASE CONTACTS THE LOCALE F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE WESTERLY LINE OF LOT 69 AS BEING N00'18'49"E PER PLAT. (FIELD DATE:) 11-13-04 REVISED: SCALE: 1" = 30 FEET APPROVED BY: SJ JOB NO. ASM45362 DRAWN BY: FINAL 3-11-05 CKB FORMBOARD 01-20-05 CKB REPOSITION 12-1-04 JML PLOT PLAN 7/09/04 DLC C:\ASM45\ASM45362.dwg. 3/17/2005 1:39:06 PM WINTE-,: PARK, FLORIDA 32789 (407) 426-7979 I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTE CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL. STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 611317-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. %fig -rte i' 3/ /7/OS FOR D THE FIRM JAMES JAY JILES PSM #4997 DATE t - as P.- -2-- cp f is as P.- -2-- SCREENED ENCLOSURES I SECTION 1 W PURLINS (TYP.) SCREEN (TYP.) CABLE CONNECTION (SEE DETAILS SECTION 1) ALTERNATE CABLE H 1" x 2" (TYP.) (SEE TABLE 1.3) � GRADE K -BRACING (OPTIONAL) CABLE CONNECTION GIRT (TYP.) (SEE DETAILS SECTION 1) TYPICAL DOME ROOF - ELEVATION SCALE: N.T.S. EXISTING STRUCTURE RISER WALL WHERE �w REQUIRED ALUMINUM BEAM (TABLE 1.1 OR 1.8) PURLINS (TYP.) L DIAGONAL ROOF BRACING SIZE MEMBERS PER APPROPRIATE TABLES (SEE SCHEMATIC SECTION 1) CABLE BRACING H K -BRACING (OPTIONAL) . GIRT (TYP.) SCREEN (TYP.) SW ALUMINUM COLUMNS (TYP.) (TABLE 1.3 OR 1.6) PERIMETER WALLS FRAMING (SEE TABLES 1.3 AND 1.4) TYPICAL DOME ROOF - ISOMETRIC SCALE: N.T.S. CONNECTION DE UBSEQUENT PAGES. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 .. TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 - SECTION 1 J U) J W W (L Z ^• ea- < BEAM - SCREEN ROOF a 2 > 0.050" H -CHANNEL OR GUSSETS < El 45°qE LEN G KNEE BR HOST STRUCTURE _ ROOFING - ;) 2" LAG SCREvrS . (SEE SECTION 9 FOR SIZE) 2" STRAP - LOCATE AND FASTEN PER STRAP LOCATION DETAIL PAGE 1-21 FASCIA AND SUB -FASCIA 2" x 2" ANGLE WITH (4) S.M.S. (SEE: SECTION 9 FOR SCREW SIZES) EACH SIDE TO BEAM, TO SUPER OR EXTRUDED GUTTER SCREENED ENCLOSURES COMPOSITE 2" x 3" EAVE RAIL POST TO BEAM FASTENING (SEE TABLE 1.6) --- -- POST (SEE TABLE 1.3) SCREEN �— (MAY FACE IN OR OUT) REQUIRED KNEE BRACE MINIMUM SIZE AND CONNECTION (SEE TABLE 1.7) IF KNEE BRACE LENGTH EXCEEDS TABLE 1.7 USE CANTILEVERED BEAM CONNECTION DETAILS ® SUPER O�REXTRUDMAX. DISTANCE TO GUTTEHOST STRUCTURE WALL 24" WITHOUT SITE SPECIFIC ENGINEERING supe (:RISER UP - RISER (OR TRANSOM) WALL AT FASCIA - DETAIL SCALE: 3" = 1`-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 7676556 PAGE © COPYRIGHT 2004 1-28 -28 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREENED ENCLOSURES PANELS/ELEMENTS UNBRACED BY HOST STRUCTURE TO BE BRACED BY DIAGONALS IN PERIMETER PANELS (MIN.) ELEMENTS BRACED BY HOST Q STRUCTURE CONNECTION BEAMS AND / OR PURLINS lml-ll-lmlmlm� TYPICAL LAYOUT BEAMS OR PURLINS CABLE OR K -BRACING (IN WALLS) EACH DIAGONAL TO BE i=ASTENED EACH END W/ (2) EACH #10 S.M.S. (MIN.) SCREEN ROOF MAY BE FLAT, SECTION 1 HOST STRUCTURE OELEMENTS BRACED BY DIAGONALS ALTERNATE BRACING - - - PATTERN, CORNER BRACES STILL REQUIRED CABLE OR K -BRACING �- (IN WALLS) \ Oz v J W = m a CABLE OR K -BRACING (IN WALLS) 2 x 2 (MIN) ROOF DIAGONAL, MEET WALL AT WALL BRACING AT CORNERS (TYP.) E, OR HIP) ENCLOSURE DIAGONAL BRACING - SCHEMATIC PLAN Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 _ TELEPHONE: (386) 767-4774 FAX: (386)767-6556 PAGE C COPYRIGHT2004 q NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-39 SCREENED ENCLOSURES SECTION 1 (5) #10 S.M.S. (MIN.) 1/8" x 1-1/2" x 8" FLAT BAR J7:- 0.125" PLATE OUT ON 45° ANGLE I EYE -BOLT OR TURNBUCKLE FOR CABLE TENSION STAINLESS STEEL (SEE TABLE) PERIMETER FRAMING CABLE CONNECTIONS AT CORNER - DETAIL 1 SCALE: 3" = 1'-0" A ALTERNATE: USE (1) 1/4" x 1-1/4" FENDER WASHER EACH SIDE OF \ l' FRAME MEMBER EITHER A OR B 1" x 2" x 0.125" CLIP AND (4) B MIN. (2) CLAMPS REQUIRED #10 x 3/4" S.M.S. EACH SIDE FOR CABLES ®®®® TYP.) MIN. 1/4" EYE BOLT. WELD EYE CLOSED (TYP.) ALTERNATE TOP CORNER OF CABLE CONNECTION - DETAIL 1A SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 _ TELEPHONE: (386) 7674774 FAX: (386)767-6556 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-41 I SCREENED ENCLOSURES SECTION 1 2" x 2" x 0.125" ANGLE STAINLESS STEEL CABLE 2-1/4" x 1-1/2" CONCRETE /— ANCHORS (MIN.) CABLE CLAMP d (SEE TABLE) d NOTE: MIN. 3-3/4" SEE PAGE 1-41 FOR NUMBER Sa (4" NOMINAL) OF CABLES REQUIRED SLAB DISTANCE FROM EDGE OF SLAB = 5(D) OF SCREW ALTERNATE CABLE CONNECTION AT SLAB DETAIL - DETAIL 213 SCALE: 3" = 1'-0" SELECT ANCHOR FROM TABLE 9-1, MIN. SHEAR 607# FOR 3/32" CABLE AND 594# FOR 1/8" �� CABLE, FOR 3i32'° CABLE (1) 1/4" x 1-1/2" CONCRETE o ANCHOR (MIN.) @ 5d MIN. \\ \\ 5d (MIN.) 5-1/2" (6" NOMINAL) \ SLAB (MIN.) v S 5d (MIN.) tiJ 2500 P.S.I. CONCRETE 6 x 6 -10 x 10 WELDED WIRE R FIBER MESH CONCR ALTERNATE CABLE CONNECTIONS AT FOUNDATION - DETAIL' 2C SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER • DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 © COPYRIGHT2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I 143 SCREENED ENCLOSURES SECTION 1 SCREWS OR THRU-BOLTS v POST SIZE 2" x 4" MAX. (SEE SECTION 9) iff tn 1" x 2" EXTRUSION ANCHOR TO CONCRETE W/ CONCRETE ANCHORS WITHIN p p MIN. 3-1/2" SLAB 2500 P.S.I. 6" OF EACH SIDE OF EACH CONCRETE 6 x 6 - 10 x 10 POST AND @ 24" O.C. MAX. WELDED WIRE MESH OR Q ELECT CONCRETE ANCHORS FIBER MESH CONCRETE FROM SECTION 9 SIDE WALL 2" x 2" x 0.063" ANGLE EACH SIDE ATTACH TO POST AND CONCRETE @ LOAD BEARING WALL W/ (2) MIN. S.M.S. (PER SECTION 9) EACH SIDE SCALE: 3" = V-0" POST SIZE 2" x 4" MAX. (SEE TABLE) MIN. 3-1/2" SLAB 2500 P.S.I. 1" x 2" EXTRUSION ANCHOR TO CONCRETE 6 x 6 - 10 x 10 p CONCRETE W/ CONCRETE WELDED WIRE MESH OR D 4 ANCHORS 6" MAX. EACH SIDE FIBER MESH CONCRETE 4 OF EACH POST AND @ 24" O.C. MAX. OR THROUGH ANGLE ANGLES AS SHOWN ABOVE AND @ 24" O.C. MAX. SELECT MAY BE USED TO CONNECT CONCRETE ANCHORS FROM CHAIR RAILS AND PURLINS TION 9 SIDE WALL ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4T74 FAX: (386) 767-6556 PAGE D COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-47 1/4" x 6" RAWL TAPPER THROUGH 1"x 2" AND ROWLOCK INTO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NOW STRUCTURAL KNEE WALL 1" WIDE x 0.063" THICK STRAP @ EACH POST FROM POST TO FOOTING W/ (2) #10 x 3/4" S.M.S. STRAP TO POST AND (1) 1/4" x 1-3/4" CONCRETE ANCHOR TO SLAB OR FOOTING 2'-0" MIN. BEFORE SLOPE SCALE: 3/4" = 1'-0" (2) #3 BAR CONT. OR 3-1/2" (TYP. (1) #5 BAR CONT. ALL SLABS) a 0j00— TYPE I FLAT SLOPE / NO FOOTING 0-2" / 12" _aOO 8" TYPE II MODERATE SLOPE FOOTING 2" / 12" - 1'-10" SECTION 1 ALUMINUM FRAME SCREEN WALL CAP BRICK l BRICK KNEEWALL TYPE'S' MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB (SEE NOTES CONCERNING FIBER MESH) (3) #30 BARS OR (1) 950 BAR W/ 2-1/2" COVER (TY P. ) (1 } #5 BAR CONT. 3 #3 BAR CONT. OR a TYPE III STEEP SLOPE FOOTING > 1'-10" ndation types: 1. No footing required except when addressing erosion until the slab width in the direction of the primary exceeds 32 ft., then a Type 11 footing is required under the load bearing wall only unless the side wall exceeds 16 ft. in height or the enclosure is in a "C" exposure catagory in which case a Type II footing is required for all walls. 2. The foundations shown are based on a minimum soil bearing pressure of 1,500 PSF. Bearing capacity of soil shall be verified, using a pocket penetrometer, field soil test, or by a soil testing lab, to be above 1,500 PSF prior to placing the slab. 3. The slab / foundation shall be cleared of debris and roots and compacted prior to placement of concrete. 4. Monolithic slabs and footings shall be minimum 2,500 psi concrE with 6 x 6 - 10 x 10 welded wire mesh or crack control fiber mesh: Fibermesh s �rce e(Formerly Fibermesh MD) per maufacturer's specification may be used i e mes . 5. If local building codes require a minimum footing, use T oting sections required by local code. Local code governs. AB -FOOTING DETAILS SCALE: 3/4" = 1'-0" _�....,.� Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 I OCOPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 PAGE Y -G5 1 SECTION I I SCREENED ENCLOSURES r Table 1.1 Allowable Spans for Primary Screen Roof Frame Members Aluminum Alloy 6063 T-6 For Areas with Wind Loads up to 150 M.P.H. and Latitudes Below 30°-30'-00" North (Jacksonville, FL) Hollow Sections 3'-0" Tributary Load Width W'= Beam Spacing 1 4'-0" 1 5'-0" 1 6'-0" 1 7'-0" 18'•0" Allowable Span 'L' / bending'b' or deflection'd' 9'-0" 2" x 4" x 0.044 x 0.100" 2" x 2" x 0.044" 9'-10" b 8'-7" b 7'-8" b 1 6'-11" b b'-6" b 6'-1" b 5'-8" b 2" x 2" x 0.055" 10'-9" b 9'-4" b 8'-4" b 1 7'-7" b 1 7'-1" b 6'-7" b 6'-3" b 2" x 3" x 0.045" 13'-4" b 11'-7" b 10'4" b 1 9'-5" b 8'-9" b 8'-2" b 7'-8" b 2" x 4" x 0.050" 14'-8" b 1 12'-8" b 11'-4" b 1 10'4" b 9'-7" b 8'-11" b 8'-5" b Self Mat_ in Sections 3'-0" Tributary Load Width 'W' = Beam Spacing 4'-0" 5'-0" 6'-0" 7'-0" 81•0" Allowable Span' L' / bending 1' tion'd' 2" x 4" x 0.044 x 0.100" 19'-11" b 17'4" b 15'-6" b 14'-2" 13'-1" b 12'-3" b 11'-6" b " 2" x 6" x 0.050" x 0.120" 24'-9" 28'-7" b 21'-5" b 24'-9" b 19'-2" b 22'-2' b 17'-6" b 20'-3" b 18'-9" 15'-2" b 17'-6" b 14'-3" b b 16-6" b 2" x 7" x 0.055" x 0.120" 32'-3" b 27'-11" b 24'-11" b 22'-9' b 21'-1" b 19'-9" b 18'-7" b 2" x 7" x 0.055" w/ Insert 42'-10" b 37'-1" b 33'-2" b 30'-4" b 28'-1" b 26'-3" b 24'-9" b 2" x 8" x 0.072" x 0.224" 41'-7" b 36'-1" b 32'-3" b 29'-5" b 27'-3" b 25'-6" b 24'-0" b 2" x 9" x 0.072" x 0.224" 45'-1" b 39'-1" b 34'-11" b 31'-11" b 29'-6" b 27'-8". b 26-1" b 2" x 9" x 0.082" x 0.310" 49'-6" b 42'-11" b 38'-4" b 35'-0" b 32'-5" b 30'4" b 28'-7" b 2" x 10" x 0.092" x 0.369" 59'-6" b 51'-7" b 46'-1" b 42'-1" b 38'-11" b 36-5" Snap Sections 3'-0" Tributary Load Width 'W' = Beam Spacing 4'-0" 1 5'4" 6'-0" 7'-0" 8'-0' Allowable Span V/ bending 'b' or deflection 'd' 2,, X n njj,, 11'-9" b -10'-2" b 9'-1" b 8'-4" b 7'-8" b 7'-2" b 6-9" b x 3" x 0.045" 15'-1" b 13'-1" b 11'-8" b 10'-8" b 9'-10" b 9'-3" b 8'-8" b x 4" x 0.045" 18'-5" b 15'-11" b 14'-3" b 13'-0" b 12'-1" b 11'-3' b 10'-8" b r'.x 6" x 0.062" 31'-3" b 27'-1" b 24'-2" b 22'-1" b 20'-5" b 19'-2" b 18'-0" b x 7" x 0.062" 34'-9" b 30'-1" b 26-11" b 24'-7" b 22'-9" b 21'-3" b 20'-1" b Not>: 1. T-Iicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be less than 0.040". 2. The structures designed using this section shall be limited to a maximum combined span and upright height of 55' and a m iximum upright height of 20'. Structures larger than these limits shall have site specific engineering. 3. Spans are based on a minimum of 10# / Sq. Ft. for up to a 150 M.P.H. wind load. 4. Span is measured from center of beam and upright connection to fascia or wall connection. 5. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 6. Purlin spacing shall not exceed 6'- 8" . For beam spans greater than 40'-0" the beam at the center purlin and one purlin for each 14'-0" on each side of the center purlin shall include lateral bracing as shown in detail (48'-0") span with purlins at 6'- 8" o.c. center purlin and (2) purlins each side of center purlin need lateral bracing. 7. Spans may be interpolated. Example: Max. 'L' for Z'x, 4" x 0.050" hollow section with 'W' = 5'-0" Lawronce E. Bennett, P.E. FL # 16644 CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 767A774 FAX: (386) 767-65M PAGE1 -5C I NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I SECTION 1 I SCREENED ENCLOSURES 1 Table 1.3 Allowable Post I Upright Heights for Primary Screen Wall Frame Members Aluminum Alloy 6063 T-6 For 3 second wind gust at velocity of 120 MPH or an applied load of 14 # / sq. ft.* Hollow Sections 3'.0" Tributary Load Width 'W' = Upright Spacing 47-0" 5'-0" 1 6'-0" 7'-0" 1 8'-0" Allowable Height'H' 1 bending 'b' or deflection 'd' 1 9'-0" 2" x 2" x 0.044" 8'4" b T-3" b 6-6" b 5'-11" b 1 5'-6" b 5'-1" b 4'-10" b 2" x 2" x 0.055" 9'-1" b 7'-11" b T-1" b 6-5" b 5'-11" b 5'-7" b 5'-3" b x 3" x 0.045" 11'-3" b 9'-9" b 8'-9" b T-11" b T-5" b 6'-11" b 6'-6" b [Ex4" x 0.050" 12'-5" bi 10'-9" b 9'-7" b 8'4" b 8'-1" b T-7" b 7'-2" b Self Mating Sections 3'-0" Tributary Load Width 'W' = Upright Spacing 1 4'-0" 1 5'-0" 1 6'-0" 7'-0" 8'-0" Allowable Height'H' I bending' ' flection'd' 9'-0" t2" K 2" x 0.044" 9'-11" 16'-11" b 14'-8" b. 13'-1" b 11'-11" 11'4" 10'-4" b 9'-9" b x 0.100" 20'-11" b 18'-1" b 16'-2" b 14'-9" utthV005 12'-10" b 12'-1" b 2" x 6" x 0.050" z 0.120" 24'-2" b 20'-11" b 18'-9" b 17'-1" b 15'-10" b 14'-10" b 13'-11" b 2" x 7" x 0.055" x 0.120" 27'4" b 23'-7" b 21'-1" b 19'-3" b 'IT -10" b 16'-8" b 15'-9" b 2" x 7" x 0.055" w/ insert 36'-3" b 31'-4" b 28'-1" b 25'-7" b 23'-9" b 22'-2" b 20'-11" b 2" x 8" x 0.072" x 0.224" 35'-2" b 30'-6" b 27'-3" b 24'-10" b 23'-0" b 21'-6" b 20'-4" b 2" x 9" x 0.072" x 0.224" 38'-2" b 33'-0" b 29'-6" b 26-11" b 24'-11" b 23'-4" b 22'-0" b x 9" x 0.082" x 0.310" 41'-10" b 36'-3" b 32'-5" b 29'-7" b 27'-5" b 25'-8" b 24'-2" b E2" 2" x 10" x 0.092" x 0.369" 50'-4" b 43'-7" b 38'-11" b 35'-7" b 32'-11" b 30'-10" Snap Sections T-0" Tributary Load Width 'W'= Upright Spacing 1 4'-0" 1 5'4" 1 6'-0" 7'-0" 1 8'-0" Allowable Height'H' I bending 'b' or deflection'd' 9'-0" t2" K 2" x 0.044" 9'-11" b 8'-7" b T-8" b T-0" b 6'-6" b 6'-1" b 5'4" b 2" x 3" x 0.045" 12'-9" b 11'-0" b T-10" b Y-0" b 8'-4" b T-10" b 7'-4" b 2" x 4" x 0.045" 15'-7" b 13'-6" b 12'-1" b 11'-0" b 10'-2" b 9'-7" b 8'-11" b 2" x 6" x 0.062" 26'-5" b 22-10" b 20'-5" b 18'-8" b 17'-3" b 16-2" b 15'-3" b 2" x 7" x 0.062" 29'-5" b 25'-5" b 22'-9" b 20'-9" b 19'-3" b 17'-11" b 16-11" b * For allowable heights at wind velocities other than -izu mv", see conversion WOW ,r on Lilt: bPCLuioauvll Pays for tables at the beginning of this section and example below. Not,?: 1. Tiicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be less than 0.040". 2. Using screen panel width 'W' select upright length 'H'. 3. Above heights do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 4. Site specific engineering required for pool enclosures over 20' in mean roof height. 5. height is to be measured from center of beam and upright connection to fascia or wall connection. 6. Chair rails of 2" x 2" x 0.044" min. and set @ 36" in height can be considered as residential guardrails provided they are attached with min. (3) #10 x 1-1/2" S.M.S. into the screw bosses and do not exceed 8'-0" in span. 7. Heights may be interpolated. CHECK TABLE 1.6 FOR MINIMUM UPRIGHT SIZE FOR BEAMS. IF SPANS FOR'C' EXPOSURE CATAGORY AND/OR WINDZONES OTHER THAN 120 MPH ARE REQUIRED, SEE EXAMPLE ON SPECIFICATION PAGE FOR TABLES AT THE BEGINNING OF THIS SECTION. LawrOnce E. Bennett, P.E. FL # 16644 CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386)767-4T74 FAX: (386) 767-6556 Cp @ COPYRIGHT 2004 1 '5S 1 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SCREENED ENCLOSURES Table 1.6 Minimum Upright Sizes and Number of Screws for Connection of Roof Beams to Wall Uprights or Beam, Splicing ---T SECTION I �ca�n Size 2" x 3" uprign[ Size 2" x 3" minimum I'urlin, Girt Deck & Knee Brace Size" Anchors 2" x 2" x 0.044" 2 Notes Full Lap Minimum Number of Screws" #8 x'/2" #10 x'/2" #12 x'/z' 6 4 4 Beam Stitching Screw @ 24" O.C. - II La 8 6 4 #8 2" x 4" 2" x 4" 2" x 2" x 0.044" Full La 8 6 4 #10 2" x 6" i 2" x 3" 2" x 2" x 0.044" 2 4 Full La Full La 8 10 6 4 8 6 #8 #10 2" x 6" 2" x 4" 2" x 2" x 0.044" 4 �4 Partial La 10 8 6 # i0 2" x 7" 2" x 4" 2" x 2" x 0.044" Partial La 14 12 10 #12 2" x 8" 2" x 5" 2" x 3" x 0.044" 6 Partial La 16 14 12 #14 2" x 9" 2" x 6" 2" x 3" x 0.045" 6 Partial Lap.18 16 14 #14 2" x 9"** 2" x 7" 2" x 4" x 0.050" 8 Partial La 20 18 1 16 #14 2" x 10" 2" x 8" 2" x 4" x 0.050" 10 Partial LaPT 20 18 16 #14 Screw Size Minimum Distance and Spacing of Screws Edge To Center Center To Center Gusset Plate Thickness Beam Size Thickness #8 5/16" 518" 2" x 7" x 0.055" x 0.120" 1/16" = 0.063" #10 3/8" 3/4" 2" x 8" x 0.072" x 0.224" 1/8" = 0.125" #12 1/2" 1" 2" x 9" x 0.072" x 0.224" 1/8" = 0.125" #14 or 1/4" 3/4" 1-1/2" 2" x 9" x 0.082" x 0.306" 1/8" = 0.125" 5/16" 7/8" 1-3/4" 2" x 10" x 0.092" x 0.369" 1/4" = 0.25" 3/8" V. 21, Refers to each side of the connection of the beam and upright and each side of splice connection. ** 0.082" wall thickness, 0.310" flange thickness Note: 1. Connection of 2" x 6" to 2" x 3" shall use a full lap cut or 1/16" gusset plate. 2. All gusset plates shall be a minimum of 5052.H-32 Alloy or have a minimum yield strength of 23 ksi. 3. For beam splice connections the number of screws shown is the total for each splice with 1/2 the screws on each side of ii it CuL 4. Ti it number of screws is based on the maximum allowable moment of the beam. 5. The number of deck anchors is based on RAWL R Tapper allowable load data for 2,500 psi concrete and / or equal anchors may be used. The number shown is the total use 1/2 per side. 6. Hollow splice connections can be made provided the connection is approved by the engineer. 7. If a larger than minimum upright is used the number of screws is the same for each splice with 1/2 the screws on each side of the cut. 8. All beam to upright connections for 2" x 7" beams or larger shall have an internal or external gusset plates. Gusset plates are required for mansard or gable splice connections. 9. For gusset plate connections 2" x 9" beams or larger use 3/4" long screws. 10. The side wall upright shall have a minimum beam size as shown above, ie., a 2" x 4" upright shall have a 2" x 3" beam. 11. Connect beam to upright w/ H -bar, gusset plate, or angle clips for each splice with 1/2 the screws on each side of the cut. 12. For girt size use upright size (i.e. 2" x 6"). Read the 2" x 6" beam row for min. girt of 2" x 2" x 0.044". 'Table 1.7 Minimum Size Screen Enclosure Knee Braces and Anchoring Required Aluminum 6063 T-6 th Extrusion Anchoring System 01- 2'-0"J 2" x 2" x 0.044" 2" H -Channel With 3 #10 x 1/2" EACH SIDE 2" x 3" x 0.045" 2" H -Channel With 3 #10 x 1/2" EACH SIDE 2" x 4" x 0.044" x 0.12" 2" H -Channel With (4) 3/4" long screws (size to be determined by beam size, see table 9.6) � ,mow a� v, lNumuGl hnu Siee vT ocrews) Note: 1. For required knee braces greater than 4'-6" contact engineer for specifications and details. Cantilever beam detail shown on page 1-32 shall be used for host structure attachment when knee brace length exceeds 4'-6". Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 © COPYRIGHT2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-61 FASTENERS SECTION 9 . CONCRETE AND MASONRY ANCHORS SCALE: N.T.S. SHEET METAL HEX HEAD MACHINE SCREWS TEK SCREW LAG SCREW BOLT IL _Edn I W/NEOPRENE WASHER I OPTIONAL METAL FASTENERS WASHER SCALE: N.T.S. NOTES: ALTERNATIVE FASTENERS MAY BE USED AS SHOWN IN THE DETAILS HEREIN, AND MUST MEET OR EXCEED THE SAFE WORKING LOAD VALUES SPECIFIED BY THE MANUFACTURER, AND SHALL BE APPROVED BY THE BUILDING OFFICIAL Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE O COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 9-1