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Home My WebLink About113 Maplewood Dr (2):5,y:?S'13�; C7��L4�15'wr";: rq •y 8a � CITY OF SANFORD PERMIT APPLICATION Permit #: /yjv( Date: �— Job Address: //3 / / I'OoZ e �UQd ��K –r—OC Description of Work: pOdL sczem V ��C lmuoecci Historic District: Zoning: Permit Type: Building Electrical Electrical: New Service — # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures _ Value of Work: S ztz� �Q Mechanical Plumbing Fire Sprinkler/Alarm Pool _ Addition/Alteration Change of Service Tempot'aiy Pole r Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage:/� 11 Construction Type: ,A rl # of Stories: # of Dwelling Units: Flood Zone: (FEMA form regnirrd for other than X) Parcel #: (,/Attach Proof of Ownership & Legal Descripf.ion) Owners Name & Address: 4 �,CONA�i�tD C///�/� es Phone: 4,07— 174— Contractor Name & Address: /(/! State License Number: Phone & Fax: Contact Person: G�L/t! S�/Phone: //07-9.23 Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: 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 sepatatc 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 lawn; regulating 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 pe79 is verification that I will notify the owner of the property of the requirem f Flo ' a Lien Law, F Signature of Owner/Agent Date Signature of Contractor/Agent Date .0 e7N^el DI/� d/A-S �z- .tic e <:!-y��z l& Print Owner/Agent's Name Print Contractor/Agerlt'ST;amen Signature of Notary -State of Florida Date Owncr/Agent is_ Personally Known to Me or _ Produced ID APPLICATION APPROVED BY: Bldg': (ening: (Initial ate) Specia! Conditions: (initial & Date) MY c 4 'Not is- !�JF ied`ID— Utilities: clv��5 M. JOHNSON `Datel 31ON # CO 921819 March M "rt , t i ICno"w�t'4atSfetYr 1:D (Initial & Date) (Initial & Date. fS&Ivff.NfOLE COi1.`'.TY I�i1 C LsV J6y R.ORVOWS MATLRAI CtfOKE 'NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit No. Tax Folio No. (PID) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the fb&* information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY (Lzo description of the property and street 1lc GENERAL DESCRIPTION OF IMPROVEMENT S,Z c� z Eley ,Q' Gc e-116-� yr�21/_ep ovib OR OWNER INFORMATION , • CLERK -OF CIRCUIT ti CLERK:OF CIRCUIT COURT Name and address i. d7wxlf 1) f-/ �` a-Fcr��f3 SEIdNoLE COUNTY, FLORIDA Interest in property (Fee Simple, Partnership, etc.) w�Tv rt�.FRK NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER (IF OTH R THAN OWNEIR) j CONTRACTOR .2oa4 and address C . :7 /TT .1-'C. ,-Vi csatc.iv�u- S/,05V Fad' ,0`� ��)� i 1�a�AwAwN�1■IAAgnAIA�AwN�lll� SURETY (Bonding Company) Name and M "M* NORSE, CLERK OF CIRCUIT COURT BENIMXE COURTY G6614109 0 y@036 , a I 2 Amount ofBond REED 04/30/2003 02ts ize pll REMINS FEES L 00 LENDER /J RECORDED BY N Nolden Name and address Persons within the State of Florida designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(lxa)7., Florida Statutes: �I Name and address //� In addition to m mseK Owner designates of to receive a copy of the UeD&s Notice as provided.in Section 713(l)(bl Florida'Statutes. Expiration Date of Notice of Commencement D (The expiration date is 1 year from date of recording unless a differeatc is specified.) /�>� Signatsa�elo�f;Owaer Sworn to d sobscrirM this J�y Day of.. 20,03 . 4 My Commission Expires: Notary Public The foregoing was acknowledged b of 2QL L by OF X10 lh1ER L i , L . �,pfi edged), who is persoaaUy known to "I'w; a 846653 we or who has produced "uyuc " c'c , of of ideatificaoaon) as inea oration and who did/drd not take an oath 1 P,•+�^ Y BOUNDARY SURVEY LOT 7, BLOCK "8', IDYLLWILDE OF LOCH ARBOR, SECTION 6, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 21 PAGE 40 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. LOT 8 FOUND 1/2' I.O. • CAP µM2 FOUND 1/Y LR. • /]M2 NEW UPSALA PLAT BOOK 1 PAGE 67 SS89'48'25`W 75.00' FOUND I/Y V. FOUND 1/2' IA. LOT 6 SCALE: 1'- 30 FELT SANFORDIBUILDING DEPT. SNS ARE REVtcIVED AND CONDITIONALLY ' T rOR PERMIT. A PERMIT ISSUED SHALL BE E'D TO BE A t_ICENSE TO PROCEED WITH K AND NOT AS AUTHORITY TO VIOLATE, L "LTFP,. OR SET ASIDE ANY OF THE `'IONS OF THE TECHNICAL CODES. NOR SHALL '`I'1 F A PERMIT PREVENT THE BUILDING THEREAFTER REQUIRING A CORREC- 5F ERRORS ON THE PLANS, CONSTRUCTION JER44L L.ATIONS OF THE CODES. MAPLEWOOD DRIVE ASPHALT ROAD) 50- R\yW) 0� • CERTIFIED TO: KAMPF TITLE AND OUARANTY CORPORATION COWIDNICALTH LAND TITLE INSURANCE CO. CHASE MANHATTAN M011TOAOE CORPORATION LEONARD W. NICHOLAS ANO CAROL NICHOLAS BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF SOUTHGLEN DRIVE BEING SOO'10'20"W PER PLAT. ACCORDING TO THE FLOOD INSURANCE RATE MAP NO. 12117C 0045 E DATED 04/17/95 THE PROPERTY SHOWN HEREON LIES IN ZONE X. BCA391 (FIELD DATE:) 10/15/97 BRADLEY COX & ASSOCIATES ,Toe No. REVISED: LAND SURVEYING DRAWN BY: BC 758 LIGHTHOUSE COVE CHECKED BY: BC\KW SANFORD, FLORIDA 32773 (407) 323-9202 NOTES: I. THIS SURVEY IS BASED ON THE LEGAL DESCRIPTION AS PROVIDED BY THE CLIENT. 2. THIS SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHTS OF WAY OR RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 3. DO NOT RECONSTUCT PROPERTY LINES FROM BUILDING TIES. 4. NO FOOTING OR 0'/ERHAI4GS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NO IMPROVEME14TS OR UTILITIES HAVE BEEN LOCATED EXCEPT AS SII?WN. 6. THIS SURVE, 13 NOT VALii 'IATH.OUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SIJRVEYOR AND MAPPER. I HEREBY CERT f Y THAI WE FUME P.REFCAVED A FIELD SURVEY OF THE HEREON DESCRIBED PPOli:RTY, THIS DRAWING IS A REPRESFNTAIICN *F TH41- SURVEY AND MEETS THE M'NIMJM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD Cf PROFFE"."AL LAND SURVEYORS AND MAPPERS IN CHAPTER SIGII-5 FLONIDA ADMINISTRATIVE CODE PURSUANT T SFGDCN 47",.027, FLORIDA STATUES. ��lo/s-97 5567 RAD RADIAL CONCRETE R .RADIUS CONC. CONCRETE . SET 1/2' REBAR B CAP PSM / 5567 A CENTRAL AICLE C.B. CONCRETE BLOCK • FOUND PROPERTY CORNER L • ARC LENGTH W.F. WOOD FRAME . FOUND 4" x 4' CONCRETE MONUMENT / CH.BRG. - CHORD BEARING COV COVERED ® WELL LS. LAND SURVEYOR WM WATER METER pd WATER VALVE LEL LAND SURVEYING BUSINESS WPP . WOOD POWER POLE b • FIRE HYDRANT M MEASURED CPP CONC. POWER POLE . CEN TERUNE P . PLAT A\C . AIR CONDITIONER O BSL • BUILDING SETBACK LINE PRM PERMANENT REFERENCE MONUMENT R\W . RIGHT OF WAY —x—x—x—x- •BARBED WIRE fENCE PC POINT OF CURVATURE R. . IRON ROD —o—O—o—o- 6' w000 FENCE POB POINT OF BEGINNING I.P.. IRON PIPE —O—O—O—O– 4' CHAIN LINK FENCE PT POINT OF TANGENT C.M. CONCRETE MONUMENT —w—r-ow— OVERHEAD POWER LINES U.E. UTILITY EASEMENT FF EIEV . FINISHED FLOOR ELEVATION CERTIFIED TO: KAMPF TITLE AND OUARANTY CORPORATION COWIDNICALTH LAND TITLE INSURANCE CO. CHASE MANHATTAN M011TOAOE CORPORATION LEONARD W. NICHOLAS ANO CAROL NICHOLAS BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF SOUTHGLEN DRIVE BEING SOO'10'20"W PER PLAT. ACCORDING TO THE FLOOD INSURANCE RATE MAP NO. 12117C 0045 E DATED 04/17/95 THE PROPERTY SHOWN HEREON LIES IN ZONE X. BCA391 (FIELD DATE:) 10/15/97 BRADLEY COX & ASSOCIATES ,Toe No. REVISED: LAND SURVEYING DRAWN BY: BC 758 LIGHTHOUSE COVE CHECKED BY: BC\KW SANFORD, FLORIDA 32773 (407) 323-9202 NOTES: I. THIS SURVEY IS BASED ON THE LEGAL DESCRIPTION AS PROVIDED BY THE CLIENT. 2. THIS SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHTS OF WAY OR RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 3. DO NOT RECONSTUCT PROPERTY LINES FROM BUILDING TIES. 4. NO FOOTING OR 0'/ERHAI4GS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NO IMPROVEME14TS OR UTILITIES HAVE BEEN LOCATED EXCEPT AS SII?WN. 6. THIS SURVE, 13 NOT VALii 'IATH.OUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SIJRVEYOR AND MAPPER. I HEREBY CERT f Y THAI WE FUME P.REFCAVED A FIELD SURVEY OF THE HEREON DESCRIBED PPOli:RTY, THIS DRAWING IS A REPRESFNTAIICN *F TH41- SURVEY AND MEETS THE M'NIMJM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD Cf PROFFE"."AL LAND SURVEYORS AND MAPPERS IN CHAPTER SIGII-5 FLONIDA ADMINISTRATIVE CODE PURSUANT T SFGDCN 47",.027, FLORIDA STATUES. ��lo/s-97 5567 Central Aluminum l' SCREEN SERVICE 701 Cornwall • Sanford, Florida 32773 (4407) 323.60) 0 9 (9044) 775-44751 License Numbers RX -0021055 and SC-CO56754 R1o►t+ FOR ADDRESSjua* n Al T Aon/ A'S iii wa..A� dw Wel, 9 PORCHOOL #DOORS PA COLOR SCREE CUSTOMER . 64 x/(/ I GUTTER & ACC. uU. ROOF ANGLE KIP COLOR n I 11x 7e ` X BRA ING CABLE BENNE T ENGINEERING v110-5 ,,re .og ..og •°S mmamlmc� .2 IV PA �Ewmblk ax . 7.2Xa6.�V�41~ No.. a 4, a 1 .2 IV PA MWAAF�'Amj ax .07 �v /3d zxi_ MEMO MEMO �=' FAAF M LN-�' 7.2Xa6.�V�41~ No.. a 4, a 1 .2 IV PA MWAAF�'Amj ax 7.2Xa6.�V�41~ No.. a 4, a 1 .2 IV ax .07 �v /3d zxi_ 9u M &, SCREENED ENCLOSURES (SEE TO SECTION 1 PURLINS (TYP.) SCREEN (TYP.) CABLE CONNECTION (SEE DETAILS SECTION 1) ALTERNATE CABLE 1" x 2" (TYP.) GRADE K -BRACING (OPTIONAL) CABLE CONNECTION GIRT (TYP.) (SEE DETAILS SECTION 1) TYPICAL DOME ROOF - ELEVATION i SCALE: N.T.S. EXISTING STRUCTURE ALUMINUM BEAM (TABLE 1.1 OR 1.8) L SIZE MEMBERS PER APPROPRIATE TABLES r H L , RISER WALL WHERE *W REQUIRED. IPURLINS (TYP.) DIAGONAL BRACING (SEE SCHEMATIC SECTION 1) CABLE BRACING K -BRACING (OPTIONAL) J GIRT (TYP.) SCREEN (TYP.) SW ALUMINUM COLUMNS (TYP.) (TABLE 1.3 OR 1.6) PERIMETER WALLS FRAMING 1" x 2" (TYP) (SEE TABLES 1.3 AND 1.4) TYPICAL DOME ROOF -ISOMETRIC SCALE: N.T.S. CONNECTION DETAILS AND NOTES ARE FOUND IN THE SUBSEQUENT PAGES. Lawrence E. Bennett, P.E. CIVIL ENGINEER 'DEVELOPMENT CONSULTANT P.O. BOX 4389, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 7674559 SEAL PAGE ® COP'YRIGHT 2002 NOT TO BE REPRODUCED W WHOLE OR IN PART WRMOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNE-17, PZ 1-3 SCREEN, VINYL, GLASS & MODULAR ROOMS SECTION 3 ALTERNATE SLOPED BEAM 2"x 2" PURLINS ATTACH TO - \ BEAMS WITH (3) #10 x 1-1/2' S.M.S. INTO SCREW BOSSES NOTE: GUSSET PLATES ARE REQUIRED ON ALL BEAM TO UPRIGHT CONNECTIONS FOR BEAMS 2'x 3" OR LARGER EXCEPT WHEN SQUARE UPRIGHTS ARE USED. SUGGESTED SCREW PATTERNS FOR 2" x 3" OR LARGER UPRIGHT SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CML ENGINEER • DEVELOPMENT CONSULTANT P.O. BOX 1368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4771 FAX (388) 767$558 SEAL ® COPYRIGHT 2002 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOW THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3-19 ® ® ® ® ® \ NOTCHING OF BEAM AROUND \ PURLINIEVE RAIL IS ALLOWED ® ® ® ® ® ® ®® ® ® ® ® 2"x 4" S.M.B. ® ® ® ® ® ® ® 2"x5"SM8 ® ® ® ® ® ® ® 4rlx 6" S.M.B. ® ® ® ® ® ® ® , , " x 7" S.M.B. 2"x 8" S.M.B. ® ® ® ® ® or ® ® ® ® ® ® 2"x 9" S.M.B. ®' ® ® ® ® ® ® 2"x 10" S.M.B. am BEAM OVERLAP CONNECTION OR GUSSET FOR BEAMS- N NOTE: 2' x 7" AND LARGER O it ad ad m MINIMUM POST SIZES REQUIRED FOR EACH BEAM =ASTENER SIZE, NUMBER AND =J O SIZE (SEE TABLE 3.3) PATTERN (SEE TABLE 3.3) x X N Nxqx N N N� NOTE: GUSSET PLATES ARE REQUIRED ON ALL BEAM TO UPRIGHT CONNECTIONS FOR BEAMS 2'x 3" OR LARGER EXCEPT WHEN SQUARE UPRIGHTS ARE USED. SUGGESTED SCREW PATTERNS FOR 2" x 3" OR LARGER UPRIGHT SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CML ENGINEER • DEVELOPMENT CONSULTANT P.O. BOX 1368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4771 FAX (388) 767$558 SEAL ® COPYRIGHT 2002 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOW THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3-19 ' SCREENED,ENCLOSURES SELF MATING BEAM (SIZE VARIES) Gee \-KNEE J _j Z w Q (L �2> It �z� HOST STRUCTURE ROOFING (2) 2" SCREWS FOR SCREW SIZES) 2" STRAP - LOCATE AND ZTEN PER STRAP LOCATION DETAIL PAGE 1-20 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 SECTION 1 a--- COMPOSITE 2"x 3" EAVE GIRT I POST TO BEAM FASTENING (SEE TABLE 1.6) SCREEN (MAY FACE IN OR OUT) POST (SEE TABLE 1.3) 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 OR EXTRUDED GUTTER SUPER OR EXTRUDED GUTTER ER (OR TRANSOM) WALL 0— FASCIA - SCAL-E: 3" =1'-0" - SOFFIT MAX. DISTANCE TO HOST STRUCURE WALL 24" WITHOUT SITE �CIFIC ENGINEERING ,IL 3� Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4366. SOUTH DAYTONA. FL 32121 TELEPHONE (366) 767-4774 FAX (366) 7574556 SEAL PAGE ® COPYRIGHT 2002 C NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 1-25 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 SECTION 1 HOST STRUCTURE ELEMENTS BRACED BY DIAGONALS ALTERNATE BRACING PATTERN, CORNER BRACES STILL REQUIRED CABLE OR K -BRACING (IN WALLS) CABLE OR K -BRACING (IN WALLS) It� OZ ma TYPICAL LAYOUT BEAMS OR PURLINS CABLE OR K -BRACING (IN WALLS) EACH DIAGONAL TO BE 2 x 2 (MIN) ROOF DIAGONAL, FASTENED EACH END W/ (2) MEET WALL AT WALL BRACING EACH #10 S.M.S. (MIN.) AT CORNERS (TYP-) (P-OOL-ENCL-OSl7RE`SCREEN ROOF AAAI(-BE-FCAT,-GA13tE; MANSARDOME, OR HIP) POOL ENCLOSURE DIAGONAL BRACING - SCHEMATIC PLAN T SCAL-E 3/8" - V-0" �) Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4366, SOUTH DAYTONA. FL 32121 TELEPHONE (366) 767-4TT4 FAX (366) 767.6556 SEAL PAGE ® COFYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E. 1-33 WI I I 10 K-41 MINIM III CABLE OR K -BRACING (IN WALLS) CABLE OR K -BRACING (IN WALLS) It� OZ ma TYPICAL LAYOUT BEAMS OR PURLINS CABLE OR K -BRACING (IN WALLS) EACH DIAGONAL TO BE 2 x 2 (MIN) ROOF DIAGONAL, FASTENED EACH END W/ (2) MEET WALL AT WALL BRACING EACH #10 S.M.S. (MIN.) AT CORNERS (TYP-) (P-OOL-ENCL-OSl7RE`SCREEN ROOF AAAI(-BE-FCAT,-GA13tE; MANSARDOME, OR HIP) POOL ENCLOSURE DIAGONAL BRACING - SCHEMATIC PLAN T SCAL-E 3/8" - V-0" �) Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4366, SOUTH DAYTONA. FL 32121 TELEPHONE (366) 767-4TT4 FAX (366) 767.6556 SEAL PAGE ® COFYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E. 1-33 WI SCREENED ENCLOSURES . SECTION 1 ALL CONCRETE ANCHOR BOLTS TO BE RAWL EXPANSION BOLTS OR EQUIVALENT SECONDARY x (d- 2") x 0.063" ANGLE EACH SIDE OF COLUMN (SEE SCHEDULE PAGE 1.45) 2-3/8" BRICK PAVERS THIN SET BETWEEN CONCRETE AND PAVERS! CONCRETE ANCHOR (SEE SCHEDULE PAGE 1-43) 3000 P.S.I. CONCRETE NOTE: DETAIL ILLUSTRATES TYPICAL 2"x 4" S.M.B. COLUMN CONNECTION PRIMARY 2"x 2" ANGLE (SEE SECTION 9) CONCRETE ANCHOR THRU PRIMARY ANGLE 1" x 2" BASE PLATE (TYP.) 'd' VARIES _ (4" SHOWN) I o. 2" (MIN.) SIDE VIEW SCREEN PRIMARY 2"x 2" x 0.063"ANGLE EACH SIDE (2) #10 x 3/4" S.M.S. EACH SIDE 1" x 2"-O.B. BASE PLATE (TYP.) 5d• MINIMUM EDGE DISTANCE FROM EXTERIOR OF COLUMN TO OUTSIDE EDGE OF SLAB BOLT 0 1 " 5d DISTANCE 1/4' 1-1/4' a 3/e' 1-7/9" GRADE 1-1/4" (MIN.) CONCRETE ANCHOR EMBEDMENT (MIN.) 5d TYPICAL SELF MATING OR SNAP SECTION (2) #10 x 3/4" S.M.S. EACH SIDE CONCRETE ANCHORS @ 24" O.C. °1, -1/4" (MIN.) CONCRETE :- ANCHOR EMBEDMENT 2-3/8" BRICK PAVERS MAX SPACING 24" O.C. THIN SET BETWEEN 6" (MAX.) FOR BOTH SIDES CONCRETE LAYERS 3000 P.S.I. CONCRETE FRONT VIEW 2" x 4" OR LARGER SELF MATING SECTION POST TO DECKIPAVER DETAILS SCALE: 3"= V-0" Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOPMENT OONSULTANT P.O. BOX 4388• SOUTH DAYTONA, FL 32121 TELEPHONE (388) 787.4774 FAX (3N) 787-6558 SEAL PAGE ® COPYRlGKr 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-43 SECTION 1 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 NON- " SCREENED ENCLOSURES ALUMINUM FRAME SCREEN WALL CAP BRICK BRICK KNEEWALL TYPE'S' MORTAR REQUIRED FOR LOAD BEARING BRICK WALL STRUCTURAL KNEE WALL i° 4" (NOMINAL) PATIO 1" WIDE x 0.063" THICK STRAPCONCRETE SLAB W/ 6 x 6 - EACH POST FROM POST TO Ll Eq Y r 10 x 10 WELDED WIRE MESH FOOTING W/ (2) #10 x 3/4' _ _ J _ OR FIBER MESH CONCRETE S.M.S. STRAP TO -POST AND_ d ti� (1).1/4"x 1-3/4' CONCRETE T+ y a �� • ;(3) #30 BARS OR (1) - ANCHORTO SLAB OR ^ . ,T rr ' '• �-*50 BAR W/2-1/2" COVER FOOTING (Typ•) BRICK KNEEWALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4"= 1'-0" ,J1; #3 BAR CONT. #5 BAR CONT. 01 2 #3 BAR CON � y 2'-0' MIN. BEFORE SLOPE 3-1/2" (1>P (1; #5 BAR CONT. ALL SLABS) r • co � I fil!1I I�I I- I I 8" TYPEITYPE11 FLAT SLOPE/ NO FOOTING MODERATE SLOPE 0-2"/ 12" 2"/ 12" - 1'-1 c e' ° G _ —1'-0" TYPE III STEEP SLOPE FOOTING > V-10" NOTES: 1. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE SLAB WIDTH IN THE DIRECTION OF THE PRIMARY EXCEEDS 32 FT., THEN A TYPE II FOOTING IS REQUIRED. SLABS SHALL BE A MINIMUM OF 3-1/2" (4" NOMINAL) THICK. 2. THE FOUNDATIONS SHOWN ARE BASE ON A MINIMUM SOIL BEARING PRESSURE OF 1,500 PSF. BEARING CAPACITY OF SOIL SHALL BE VERIFIED, PRIOR TO PLACING THE SLAB, BY FIELD SOIL TEST OR A SOIL TESTING LAB. 3. THE SLAB / FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS, AND COMPACTED PRIOR TO PLACEMENT OF CONCRETE. 4. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6 x 6 -10 x 10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. 5. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING SECTIONS REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS. SLAB -FOOTING DETAILS SCALE: 3/4"= 1'-0" Lawrence E. Bennett, P.E. „ CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4380, SOUTH DAYTONA, FL 32 21 .TELEPHONE (366) 707-4T74., h/-FAX(W)7674= m " e ® COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREENED ENCLOSURES Table 1.1 Allowable Spans For Primary Screen Roof Frame Members Aluminum Alloy 6063 T-8 For Areas with Wind Loads up to 150 M.P.H. and Latitudes Below 30'-00'-00" North (Jacksonville. FLI SECTION 1 Tributary Load Width a Beam Spacing Self Mating Sections 3'-0" 14'-0' S'-0"6'-0" T-0" a%o- Allowable Span 'L' l bending'b' or deflection'd' 2" x 4" x 0.044 x 0.100" 19'-1' b 1 16'-7' b 14'-10' b 1 13'-0" b 12'-6' b 11'-8' b I 11'-0' b 2" x 5" x 0.050" x 0.100" 23'-0' bj 20'-0" bl 18'-0' bi 16'-9-b 1 S-0' It 14'-6' b 1 13'-8' b 2" x 6" x 0.050" x 0.120" 2T-4- b1 23'-8' b 1 21'-2' b 1 19'-4" b I 1 T-11" b 1 16'-9' b I t s'_q• n 2- x B" x 0.072" x 0.224" 40'-7' b 1 35'-2" b 1 31'-5' b 1 28'-8- b 1 26'-7" b I 24'-10' b 1 23'-5' b 2" x 9" x 0.072' x 0.224" 44'-11' b 38'-11" b 34'-10' b 31'-10' b 1 29'-5" It I 2T-7' b I 25'-11' b 2" x 9" x 0.082' x 0.310" 48'-T' b 42'-1' b 37"-8' b 1 34'4' b 31'-10" b 1 29'-9' b 1 28'7 b 2" x 10" x 0.092" x 0.369' 5T-5- b 47-8" b 44'-5' b 1 40'-7' b I 3T-7- b 1 35'-2' b 1 33'-2' b Tributary Load Width W Beam Spacing Snap Sections 3'-0' 1 4'-0' 1 5.0- 1 6'-0" 7'-0" 18'-0' 9 -.0 - Allowable Span *I: / bending'b' or deflection'd' 2" x 2" x 0.044' 11'-3' b 9'-9" b 8'-9' b T-11' b T4" b 6'-11' b 6'-6' b 2" x 3" x 0.045" 14'-' b 12'-4' b 11'-1' b 10'-1' b 9'-4' b 8'-9' b 8'-0' b 2" x 4" x 0.045" 1T-0' b 15'-1' b 13'-6' b 12'-4" b 11'-5' b 10'-8' b 10'-1' b 2" x 6" x 0.062' 30'-1' b 26'-0' b 23'-3'' b 21'-3' b 19'-8" b 18'-5' b 1r-4" b 2" x 7" x 0.062" �' 33'-5' b 28'-11' b 25'-11' b 23'-0" b 21'-11" b 20'-0' . b, 19'-4' b Note: 1. Thicknesses shown are'nomirlar Industry standard toleranoes: No wall thickness shall be less than.0.040': L The struchlrss designed using this section shall be limited to a maximum span 55' and a maximum upright height of 20'. Strutxuras larger than theta limits shall haves Rita Anne --M& f Mn r1nn 3. Spans are based an a minimum of 1001 Sq. Ft. for up to a 150 M.P.H. wind load. 4* red from center of beam �—�;ee:-Frtaice ht connection to fascia or wall connection. a. nowe soaes_ao notTr1x10tid tertg�t'ofiihorizontal distance from upright to center of brace to beam connection to that above spans for to 8. Purlin spacing shall not exceed 8'- 8'. For beam spans greater than 40'-0' the beam at the center purtin and one pudin for each 14'-0' on each side of the center pudin shall include lateral bracing as shown in detail (48'-0•) span with purlins at 6'- 8' o.c. center purfin and (2) purlins each side of center pudin need lateral bracing. T. Spans may be Interpolated. Examiple: Max. V for 2' x 4' x 0.050' hallow section with W a 5'-0' a 10'-9' Lawrence E. Bennett, P.E. CML ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767-4774 FAX (385) 7674M SEAL ® C%OPYFUGHT 2002 PAGE NOT TO BE REPRODUCED W WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 1-49 SECTION 1 I SCREENED ENCLOSURES d Table 1.2 Allowable Spans For Secondary Screen Roof Frame Members Aluminum Alloy 5063 T-6 For Mas with wind Loads up to 150 M.P.H. and Latitudes Below 30'-30'-00" North (Jacksonville, FL) Hollow Sections 3'-6" Tributary Load Width '1M = Purlin Spacing 1 4'-0" I 4'-6" I 5'-0" I 5'-6" I6'-0" Allowable Sprin'L' / bending'b' or deflectlon'd' G' -8 - 2" x 2" x 0.044" T-2' d 6'-10" d 6'-7" d 6'-4' d 6'-2' d 5'-11" d 5'-8' b 2" x 2" x 0.055" - T -T d T-3" d 6'41" d 6'-8' d 6'-0' d 6'-4' d 6'-1' d 3" x 2" x 0.04577 T-10' d T-0" d T-3" • d 6'-11' d 6'-9' d 6'-7' -, d 6'-0" d 2" x 3" x 0.045"" r 9'-10" d 9'-5' d 9'-0- d 8'-8' b 8'-3' b T-10" *b T-6" b 2" x 4' x 0.050" -11'-6' b 10'-9' b 10'-2" b '9'-8" b 9'-2' b 8'-10' 7 b' 8'-4' b Snap Sections 3'-6" Tributary Load Width 'W' a Purlin Spacing Allowable Span'L' / bending'b' or deflection'd' 3'-0" 4'-0" 1 4'-6" 1 5'-0"1 5'-0" 6'-0" 6'-0" Allowable Span 'L / bending 'b' or deflectlon'd' b 8'-2' b I T-9' b 7'-0" b I 6'-11' b 1 6'-0' 2" x 2" x 0.044 8'-0" d 7'-0' d 1 7'-5' d I T-2" d 1 6'-11" d 1 6'-9' d 1 6'-6' d 2" x 3" x 0.045" 10'-9" d 1 10'-3" dl 9'-11" di 9'-7' di 9'-3- di 8'51' di 8'-7' b 2" x 4" x 0.045" 13'-7" d 1 12'-11' d 1 121-6' d 1 12'-1' d 1 11'-6' b L 11'-1' b 1 10'-6' b For Areas with Wind Loads 120 M.P.H. or Less and Latitudes Above 30'-30'-00" North (Jacksonville, FL) Hollow Sections 3'-6" Tributary Load width 'W' = Purlin Spacing 4'-0" 4'-6" 5'-0" 5'-6" 6'-0- Allowable Span'L' / bending'b' or deflectlon'd' Allowable Span'L' / bending'b' or deflection'd' 2" x 2" x 0.044" 2_x 2" x 0.044" 8'-9" b 8'-2' b I T-9' b 7'-0" b I 6'-11' b 1 6'-0' b 6'4" b 0:055" 9'-6" b 8'-11" b 1 8'-5' b 7'-11' b I T -T' b I -3' b - 1" b 2" x 3" x 0.050" 11'-0' b 10'-9' b 10'-2' b 9'-8" b 1 9'-2' b I 8'-10" b 1 8'-3'b 2" x 4" x 0.050" 12'-10' b 12'-0' b 11'-4' b 10'-9' b 10'-3' b 9'-10' b 9'-4" b Snap Sections Tributary Load Width '1N' ■ Purlin Spacing 3'-0" 4'-0" 1 4'-0' 1 S-0" 1 5'-6" 1 6'-0" 1 6'-0" Allowable Span'L' / bending'b' or deflection'd' 2" x 2" x 0.044" 10'-5' b 9'-9' b 1 9'-2" b 1 8'-9" b 1 8'4' b 7'-11' b T-7' b Note: 1. Thicknesses shown are 'nominaP Industry standard tolerances. No wall thickness shall be less than 0.040'. 2. Spans are based on a minimum of 100 / Sq. Ft. for up to a 150 M.P.H. wind load. 3. Span Is measured from center of beam and upright connection to fascia or wall connection. 4. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connecdon to the above spans for total beam spans. 5. Purf n spacing shall not exceed 6'- 8' . For beam spans greater than 40'-0' the beam at the center pudin and one purdn 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 puriin and (2) purlins each side of center pudin need lateral bracing. 6. Spans may be Interpolated. Example: Max. V for 2' x 4' x 0.050' hollow section fastened to beam with clips with 'W' = 5'-0" = 9'-8' Lawrence E. Bennett, P.E.... OVIL ENGINEER - DEVELOPMENT CONSULTANT r n r y -- P.O. BOX 4368, SOUTH DAYTOW. Ft. 32121 • v " TtJ.EPHONE(388)767.4714 .n 11}1.lr " }r • �p «s !r .•-� ' FAX (388) 7574M SEAL PAGE ® COPYRIGHT 2002 1 "50 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. :;SCREENED ENCLOSURES. �I SECTION 1 Table:.1:3 Allowable Post / Upright Heights For:Primary Screen Wall F;T'Te'•Members Alundnum Alloy 6063 T-0 ' ? i •J = For 3 second wind gust at velocity of 120 MPH or an applied load of 14 01 sq. 1V Hollow Sections 3'-0' Tributary Load Width W a Upright Spacing 1 4'-0- 5%0- 1 6'-0" I r -o" I a'-0' Allowable Height'H' / bending'b' or deflection 'd' I w -o - 2' x 2" x 0.044- T-11' b 6'-11• b 6'-2' b 5'-8" b 5'-3' b 1 4'-11' b 4'-7' b 2- x 2- x 0.055" 8'-8' b T-6' b 6'-g"_b 6'-2' b 5'-e' b 5'-4' b V-0" b 2' x 3" x 0.045" 10'-6' b 9'-1' b 8'-2" b T-5' b 6'-11' b 1 6'-5' b 6'-1' b 2' x 4" x 0.050' 11'-9' b 10'-2' bi 9'-1' bf 8'-4' bi T-0' bl T-2' b G-9' b Snap Sections 3'4- Tributary Load Width 'Y11'a Upright Spacing 4'-0" I S'-0' I 6'-0" I T-0" I e'-0' Allowable Height IV/ bending'b' or deflection'd' I 9'-0' 2" x 2" x 0.044' 9'-0' b 8'-0' b T4' b 6'-9" b 6'-3' b TAG* b 5'-6' b 2' x 3' x 0.045" 12'-1' b 10'-5' b 9'-0' b 8'-6" b 7'-11' b T-5' b 6'-11' b 2' x 4' x 0.0450 14'-9' b 12'-9' b 11'-0' b 10'-5' b 9'-a' b W -O' b 8'-0' b 2' x 6' x 0.062" 25=5' b 21'-11' b 19'-0' b 1T-11" b 16'-8' b 15'-7' b 14'-8' b 2' x T x 0.062" 28'-3' b 24'-0' b 21'-11' b 19'-11" b 18'-6' b 1 7-4' b 16'-4' b • For allowable heights at wind velocities other than 120 MPH, see conversion table 1A on the specification page for tablas at the beginning of this section and example below. Note: 1. Thidvtesses shown are nominal' Industry standard tolerances. No wall thickness shall be less than 0.040% ng screen panel widlh W select upright length 'H'. 3. Above span s got or knee bmcs..'wd horizontal distance from upright to center of brace to beam o vredlan to the ab&6-lpanstor spans. 4. Site specific engineering required for pod enclosures'over 20' In mean roof height. 5. Span In to be measured from center of beam and upright connection to fascia or wall connection. 8. Chair rails of T x 29•x 0.044' min. and set ® 36' in height can be considered as residential guardrails' rovided they rs , aaffected with min. (3j#10 x 1-11'2' S.M.S. Into the screw bamses.and do not exceed 8'-0' in span. {�y T. Span* may be Interpolated. 4,r ., � - - ,� IF SPANS FOR'C' EXPOSURE CATAGORY AND/OR WINDZONES OTHER THAN 120 MPH ARE,;R&pU1RED, SEE, EXAMPLE IN INSPECTION GUIDE FOR SCREENED ENCLOSURES, SECTION 10. Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4365, SOVTH DAYTON& FL 32121 TELEPHONE(350)767-4774 FAX (366) 767-6555 0 COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WRHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SEAL PAGE 1-51 SECTION 1 SCREENED ENCLOSURES Table IA Allowable Post I Girt / Chair Rail Spans. Header Spans 3 Upright Heights For Secondary Screen Well Frame Members AkM*Mm Alfop 0003 T4 For 3 seomW wind Oust at vdoclty of 120 MPH or an applied load of W 01 sq. W mans As NMrb womb Fastrnd To Pada Wah CH= F�F'i �'il�^_1� (•j�j=) Lj�j�J Eia[�i7 E-i�ii7 E�1S7 �] tj�'j�] � �- t i�i 7 t��i7 �]i7 �Si7 [�iji] m•i�•ii 7 hCSi7 Ssodons I Al wmW MM 'W / beth W or -1 R di, n'd' lz-xw-xoAw • For allow" hMOMs at wind vrodit ~ 0nn 120 MPH. m oolwrdbn Wtab IA on lis dpaoglo dlom for 10mo ptga al h bdalrlbl0 d Mb aaollon and II below. Now 1. WddLdadds ahoww am'noninr bduWy d0ndaid IolalrLods. No wall tlLim'" dial be lass 0nn 0.010'. L Udng aaaan pond wMdlh'W ddsd jM Mnpllati. & Above spam do not bloods Mnplh d krm bras. Add hoflaOnW dMbamd *om upipht b Odnlar of 11100110 bum FaLadl, b Me doors dprm for IM barn tpris. d. 8Ma gmft anpbnrbp malbad Our pool widomme am W In moan mof h*K S. Span bl lobs nnad 11 *om onMdr d boom and uftM e m F d m 10 tsdda orwol a mmAiam S. Clavi mid d? x ? x OAW min. and dd O 3r in hdphl am bo oondiddmd as ladddrLI puWdrok povido0 wy am sOmW wNh aft (S) N10 x 14rr S.M.S. k0o 0n aamw bosdas ad do not exooad W -W In mPWL T. 8011 ney bs W HEWM FOR V MWOSURE CATAGORY ANDIOR VANDZANES OTHER THAN 120 MPH ARE SEE EXAMPIa N MSPEC M WADE FOR SCREENED ENCLASIIRES. SECTION 10. Lawrence E. Bennett, P.E. CM EXOM6ER-OEYELOPIfWG0N='rAM I.O.9QK=& dWlM OAVTONA. R =9I Tt:IEFMOM(iM)T -4m FAX PMi M4 M ... am P*Aa • 0 CfT 2002 MOT TO dE REPROOUM W VWWW OR Of PART Wn110LN THE NIR11'1EN PERMMM OF LAWRENCE E KNNErr. P.E P SECTION I SCREENED ENCLOSURES Table 1.6 Minimum Upright Sims and Number of Screws for Connection of Roof Beams To Wall Uprights or Beam Splicing Beam Size Upright Site Minimum Purlin I Deck & Knee Brace Size" Anchors Notes Minimum Number of Screws* #8 x'h" 010x%" 012x%" Beam Stitching Screw 24" O.C. 2'x3' 2'x3' 2'x2"x0.044' 2 Note 10 6 4 4 (See Table 1.8 For Number And Size Of Screws) Note: 2'x4' 2'x3' 2"z 2'x0.044' 2 Full Lap 8 6 4 #8 2'x4' 2'x4' 2'x 2'x 0.044' 2 Full Lap 8 6 4 #10 2"x5' 2'z3- 2'x 2'x 0.044' 2 Full Lap 8 6 4 ft8 2"x6' 2'x3' 2'x 2"x 0.044' 2 Full Lap 10 8 6 #10 2'x6' 2'x4' 2'x 2"x 0.044' 4 Partial Lap 10 8 6 #10 -2' z� -2,07247-Tae- 4 Parti,75 u 14 12 W #12 -x8' 2x x affia e 16 -1 12 014 2- x 9- 2'x6' 2' x 3' x 0.045' 6 Partial Le 18 16 14 #14 2'x9- 2' x r 2- x 4" x 0.050• 8 Partial Lap -20 1s is #14 2- x 10" 2" x 8" 2' x 4' x 0.050' 1 10 1 Partial Lapi 20 1 18 16 1 414 screw Size Minimum Distance and Spec g of Screws Edge To Center Center To Center Gusset Plate Thickness Beam Size Thickness #8 5/16' 5/8' 2- x 7' x 0.055' x 0.120' 1/16" = 0.063" 010 3/8' 3/4' 2' x 8' x 0.072" x 0.224' IV = 0.125" 012 1/2' 1' 2" x 9' x 0.072" x 0.224' 1/8' = 0.125" x11 1/4- 3/4' 1-1/2' 2" x 9' x 0.082" x 0..306' 118"c 0.12 5' m' 7/8- 1-3/4' 1 2"x 10'x 0.092"x 0.369 1/4' 1 3/8" 1 1- • 1 2- 1 • Refas to each We of On connection of the beam and upright and each side of splice connection. •' 0.082" wax tllcbhess, 0.310' flange thicimss Nota: 1. Connection of r It 6- to 2- x 3 -shall use a full lap cut or 1/16- gusset plate. 2. For beam splice connections the number of screws shown is the total for each splice with 1/2 the mews on each side of the cut. 3. The number of screws is based on the maxknum allowable moment of the beam. . 4. The number of deck anchors b based on RAWL R Tapper allowable load data for 2,500 psi concrete and / or equal anchors may be used. The number shorn Is the total use 1/2 per aide. b. Hollow splice connections can be made provided qhs connection Is approved by the engineer. 6. If a larger than minimum upright Is used the number of screws Is the same for each splice with 112 the screws on each side of the ctR. T. AN beam to upright connections for 2- x T beams or larger shall have an internal or external gusset plate. Gable 3 mansard beam to beam connectlona may be lap cut. 6. For gusset plate connections r x 9- beams or larger use 314' long screws. 0. For tricker gusset plates use 3/4' tong screws. 10. Connection of beam to upright w/ H -W gusset plate or ample dips. 11. For minimum girt size read upright size as a beam and purlin size Is minimum girt size. (i.e. 2",x 9' x 0.072" x 0.224" s.m.b. w/ 7' x 6' x 0.050 x 0.120- s.m.b. upright requires a 2- x 2- x 0.044- girt / chair rail.) Table 1.T Minimum Size Screen Enclosure Knee Braces And Anchoring Required Aluminum 6063 T4 Brace Length Exdvston Anchoring System 0' - 74- 2' x 2- x 0.044' 2' H -Channel With 3 010 x 112- EACH SIDE To 3'-0- 2- x 3" x 0.045' 2" H -Channel With 3 010 x 1/2- EACH SIDE To 4'4- 2' x 4- x 0.044' x 0.12- 4' It 4- x 0.125 w/ (4) 3/40 screw (see Table 9.6 for size) (See Table 1.8 For Number And Size Of Screws) Note: 1. For Required Knes Braces Greater Than 4'-6' Contact Engineer For Specifications And Details. 2. Cantilever beam detail shown on page 1-32 shall be used for host sircture attachment when knee brace length exceeds 4'-6". SEAL PAGE 1-54 Lawrence E. Bennett, P.E. CIVIL ENGINEER • DEVELOPMENT CONSULTANT P.O. BOX 4368. SOUTH DAYTONA, FL 32121 TELEPHONE (388) 767-4774 FAX (388) 7874558 0 COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2 PARCEL DETAIL < 0 scminWe Ctwnt7 � clinxtsD r 1101 K. Kirsh 1,1. .1=n/ord tl. 32771 1i F I y 40 7 -4, n:-' 2003 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 33-19-30-5EM-OBOO- Tax District: S1-SANFORD 0070 Number of Buildings: 1 Depreciated Bldg Value: $80,519 NICHOLAS LEONARD 00 Owner: W & CAROL Exemptions: HOMESTEAD Depreciated EXFT Value: $17,160 Address: 113 MAPLEWOOD DR Land Value (Market): $21,300 City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: 113 MAPLEWOOD DR SANFORD 32771 Just/Market Value: $118,979 Subdivision Name: IDYLLWILDE OF LOCH ARBOR SEC 6 Assessed Value (SOH): $98,802 Dor: 01 -SINGLE FAMILY Exempt Value: $25,000 Taxable Value: $73,802 SALES Deed Date Book Page Amount Vac/Imp WARRANTY DEED 10/1997 03313 1757 $94,000 Improved PROBATE RECORDS 10/1996 03144 1481 $100 Improved 2002 VALUE SUMMARY PROBATE RECORDS 06/1996 03086 0979 $100 Improved 2002 Tax Bill Amount: $1,513 WARRANTY DEED 08/1994 02826 1904 $88,500 Improved 2002 Taxable Value: $71,486 QUIT CLAIM DEED 08/1990 02215 1245 $100 Improved ADMINISTRATIVE DEED 01/1990 02152 0514 $79,900 Improved WARRANTY DEED 01/1984 01520 0578 $70,000 Improved Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LEG LOT 7 BLK B IDYLLWILDE OF LOCH ARBOR SEC 6 LOT 0 0 1.000 21,300.00 $21,300 PB 21 PG 40 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1984 6 2,094 1,494 CONC BLOCK $80,519 $86,580 Appendage / Sgft OPEN PORCH FINISHED / 24 Appendage / Sgft GARAGE FINISHED / 576 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM GLASS PORCH 2001 330 $4,389 $4,620 POOL GUNITE 2001 527 $10,013 $10,540 GAS HEATER 2001 1 $880 $1,100 SOLAR HEATER 2001 1 $880 $1,100 COOL DECK PATIO 2001 300 $998 $1,050 /re_web. seminole_county_title?parcel=3319305EMOB000070&cpad=maplewood&cpad_nut4/30/2003 Seminole County Property Appraiser Get Information by Parcel Number Page 2 of 2 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. "' If you recently purchased a homesteaded property your next ear's property tax will be based on JusUMarket value. .../re_web.seminole_county_title?parcel=3319305EMOB000070&cpad=maplewood&cpad_nu 4/30/2003