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HomeMy WebLinkAbout242 Venetion Bay Cir (2)Permit # : W Job Address: Description of Work-. Historic District: CITY OF SANFORD PERMrr:APPLICATION Permit Type: Building Electrical Mechanical Plumbing Fire. Sprinkler/Alarm Pool. Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Ca1G. Required) Plumbing/ New Commercial: # of Fixtures # 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: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) �( Parcel #: _ �.q 36 j ,2-0006 0:)c SC (Attach Proof of Ownership & Legal Description) Owners Name & Address: NI.Q'i- ti is c,, *A -c c ie,5 &Address: Phone & Fax: 10 Bonding Company: Address: Mortgage Lender: _ Address: Ac ' t/Engineer: 6X A 0 S ne: X- I . ��� � oto/�ton� / .`...--,g---^- ;Uni ( / ^ CDS/_ �f Address: I �,2 r—K"%01 Q Lx -7 Of IW-A(R— Fax: Application is hereby made to obtain a permit to do the avork and installations as indicated. I certify that no work -or installation has conunenced Pt for 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 la\wregulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN VOLW PAY NIG 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 4en may be found in the public records of this county, and there may be additional permits required from other governmental entities such as wate cts, state agencies, or federal agencies. oor Acceptance of permit is verification t notify the owner of the property of the requirements Flori713. : a`K'.....• Signature of Owner/Agent Date Si ture of Contractor/Agen Date% .�'� +' Print Owner/Age s Name /" Print Co tractor Agent's Name ca O Signature of Notary -State of Florida Date S tune of i\oary-State of Floria Date D pwwam.�umuns X m O t7 A!1• S. WEINER c Z in K rn# DD026M do � -a Owner/Agin erson "GlIal dgle or-* Contractor/Aer-: is _ /1'er'.naliv Known to Me or 0D ho t7 m D _ Produ;e 254 Produces :D Z N 0 C Notary Assn.: Inc So O o w r • ry''h. l Florida D 00 r.. M 'iuuu• usuu... 0 01 ufinniaf .. • p rr O AI'PLICAlION APPROVED BY: Bldg: Luning: Gr::`.:ies: FD: _ & Date) (Initial & Date) (Initial & Date) (Initial & Dat; D specia! Conditions: �y3 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL ( d Back D I i Seminole County ;*opertv.a +clptrrirea NARCISS E 1 (O1 R. St. Rust ,..turd 1.1.3'_'7,1 4fi 9�r GS -7 jllh 2005 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 0 Parcel Id: 23-19-30-502-0000-0250 Tax District: S1-SANFORD Depreciated Bldg Value: $0 Owner: MORRISON HOMES INC Exemptions: Depreciated EXFT Value: $0 Address: 151 S HALL LN STE 200 Land Value (Market): $26,000 City,State,ZipCode: MAITLAND FL 32751 Land Value Ag: $0 Property Address: 242 VENETIAN BAY CIR SANFORD 32771 Just/Market Value: $26,000 Subdivision Name: VENETIAN BAY Assessed Value (SOH): $26,000 Dor: 00 -VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $26,000 SALES 2004 VALUE SUMMARY Deed Date Book Page Amount Vacllmp 2004 Tax Bill Amount: $533 WARRANTY DEED 11/2003 05091 0407 $3,476,000 Vacant 2004 Taxable Value: $26,000 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 25 VENETIAN BAY PB 63 PGS 84 - 88 LOT 0 0 1.000 26,000.00 $26,000 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 property your next ear's property tax will be based on Just/Market value. BACKPROPFP.TY APPRAISFR 0 • 110'Mr. PAGE ... /re_web.seminole_county_title?parcel=23193050200000250&cpad=venetian&cpad_num=242&cctl=&ctotal=&cfparcel=231!10/ 12/2004 i\ ri ig ®tr i®en rLIL ME onb. A civil engineering firm 1025 South Semoran Boulevard Suite 1003 Winter Park FL 32782 [4071670-7500 Fax [4071670-0188 Aluminum Eno -in e edneq- Index Sheet This index sheet authorizes the use of the attached sheets under my signature and seal. The specified sheets for the appropriate type of structure are the sheets that can apply. Typical and Detail sheets and tables indicated are suggested for the type of structure, but do not need to apply in total. The appropriate typical and detail sheets and tables shall be marked as they apply. The listed pages are the only pages that need to be attached per type of structure. This index sheet can only be used for the project referenced below. We require one original signed and sealed index sheet to be attached with our engineering pages for issuance of a permit. Any signs of alteration shall void this authorization. Unauthorized typical and detail sheets or tables cannot be used in conjunction with our Dome screen enclosure Mansard screen . enclosure Splice gable screen enclosure Flat screen enclosure Composite roof w/ screen'enclosure : Pan zoo .w/ ... screen enclosure 1.1.1 1.1.2 1.1.3 1.1.4 2.2.1 3.21 1.21 1.21 1.2.1 1.2.1 222 3.22 1.2.3 1.22 1.23 1.23 2.2.3 3.23 1.2.5 1.23 1.25 1.2.5 1.2.4 1.2.4 1.26 1.2.5 1 1.26 1.2.6 .27 1.2.6 1 1.27 1.2.7 1.24 1.2.4 1 1.28 1.2.4 1.24 Tables/60617T5 Tables/6061-T5 Tables/6061-T5 Tables/6061 T5': - Tables/6061;T5:` Tables/6061-T5'; 100m h/1.3.1.100A 100m h/1.3.2100A 100m h/1.3.2.100A 100m h/1.3.1.100A 23.1.A 3.3.1.A 110m h/1.3.1.110A 110m h/13.2110A 110m h/1.3.2110A 110m h/1.3.1.110A 23.2A 3.3.2A 120m h/1.3.1.120A 120m h/1.3.2120A 120m h/1.3.2.120A 120m h/1.3.1.120A 130m h/1.3.1.130A 130m h/13.2130A 130cn h/1.3.2130A 130m h/1.3.1.130A 140m h/1,3.1.140A 140m h/1.3.2140A 140m h/1.3.2140A 140m h/1.3.1.140A 150m h/1.3.1.150A 150n-40/1.3.2 150A 1 h/1.3.2150A 150m h/1.3.1.150A Tables/6063-TG Tables/6063 TG Tables/6063 TG Tables%6063 TG. Tables/6063 TG .. Tables%6063 T6 ;:: 1 h/1.3.1.100B 1 h/1.3.2100B 1 h/1.3.2.10013 1 h/1.3.1.100B 23.1.13 3.3.1.B 11 h/1.3.1.110B 110m h/1.3.2.110B 110,nh/1.3.2110B 110m h/1.3.1.110B 23.2B 3.3.2B 120m h/1.3.1.12013 1 h/1.3.2120B 120m h/1.3.1.120B 130m h/1.3.1.130B h/1.3.2130B 130m h/1.3.2.130B 130m h/1.3.1.130B 140m h/1.3.1.14013 150m h/1.3.1.150°s' i, P120mnph/1.3.2120B _h/1.3.2140B 6J1.3.2.15013 140m h/1.3.2.140B 150m h/1.3.215013 I 140m h/1.3.1.140B I 150m h/1.3.1.150B 'A yr Ir > Gordo, Sh ria is6n ,P: -.:19333 1.2 Date:"N 2 S 2004 Seal: Power of*Attomey The undersigned hereby appoints Tami C:auley or Teala Ragan as attorney in fact to apply for and receive a building permit for he following address: My attorney is hereby authorized to do everything necessary to apply for and receive the said building permit and I ratify everything the said attorney shall do on my behalf. 'ke elaHoz Florida Pool Enc'dsures SCCO56689 ;t • ``i N:trY Pwbg-- • S- d Fkx!Ca r r MI Cor-. E);�Lre, 7, 2008 1Cd RI )4X-4Xa Nay A -mi. i Cyn 'a P. Gebhart Cables show minimum requirement, Location subject to change. Door location may change after Site inspection. .4 -78 ZO7 25 Vcx-IcrA11-1. 5Ay FLILINE ENGINEERING PP9,v1 /7 k _ x N r} X X x c,.► N � � . �.� c� N Gv(�LMU /7 2-x L 'ktic E pkACEr- N cv N < N cxv N N k yS � iS SECTION 1.1.1 DOME SCREEN ENCLOSURES I 41478 K- BRACING (OPTIONAL SCREEN (iYP.) UPRIGHT (TYP.) AWAIINU CHAIR RAIL (LYE 1'x2' (TYP.) BASE PLATE RISER WALL WHERE REQUIRED SUNS O AGONAL BRACING SEE SECTION 1.2.3 BRACING K - 8RACING ( OPTIONAL CMR RAIL (IYP TYPICAL DOME .ROOF SIDE ELEVATION FRONT ELEVATION (Tly-1) (Iyp) FOR CABLE CONNECTI, PLACEMENT k NUVBE SEE SECTION 1.2.1 1'x2' (TYP) BASE PLA APPLIE (STANDARDS) 1) DESIGN CONFORMS TO THE FLORIDA BUILDING CODE 2001 =� VMS, "� NO OPEN AREA BETWEEN ALUMINUM SHALL EXCEED 56 S. ' - 'MEOW= ALL SCREEN ENCLOSURE DOORS SHAM BE SELF LATCHIt TYPICAL DOME .ROOF SIDE ELEVATION FRONT ELEVATION (Tly-1) (Iyp) FOR CABLE CONNECTI, PLACEMENT k NUVBE SEE SECTION 1.2.1 1'x2' (TYP) BASE PLA APPLIE (STANDARDS) 1) DESIGN CONFORMS TO THE FLORIDA BUILDING CODE 2001 7) NO OPEN AREA BETWEEN ALUMINUM SHALL EXCEED 56 S. AS AMENDED AND ASCE 7-98 FOR THE WIND LOAD ON THE 8) ALL SCREEN ENCLOSURE DOORS SHAM BE SELF LATCHIt ATTACHED TABLES. AND CLOSING DOORS AND MAY BE LOCATED INTO ANY 2) ALL SCREEN ENCLOSURES GREATER THAN 20'-0- MAX. HEIGHT OR SCREEN PANEL OPENING GREATER THAN 40' SPAN. PROJECTION FROM THE HOST STRUCTURE 9) DISTANCE BETWEEN PURLINS SHALL NOT EXCEED 64 INC WILL REQUIRE SITE SPECIFIC ENGINEERING IN AREA WHERE SCREEN ENCLOSURE MASTER FILING IS IN EJECT. 10) ALL PURLINS AND CHAIR RAILS WILL BE 2W'x 0.044' HOLL BEAM AND ATTACHED WITH MIN. OF 3 SCREWS INTO SCR 3) STRUCTURAL DETAIL DRAWING SHALL RELATE TO 6063-T6 BOSS EACH SIDE. OR 6061-T5 ALUMINUM EXTRUSIONS,WITH AN ACTUAL WALL THICKNESS OF NOT LESS THAN 0.040 INCH 11) ENCLOSURE MUST BE GROUNDED AND BONDED IN 4) ALUMINUM SURFACES IN CONTACT WITH LIME -MORTAR, CONCRETE ACCORDANCE WITH N.E.C. OR OTHER MASONRY MATERIALS, SHALL BE PROTECTED WITH COATINGS. SUCH AS HEAVY -BODIED BfTUMINOl1S 12) NO UNAPPROVED APPENDICES OR ACCESSORIES MAY BE ALKALI -RESISTANT PAINT OR WATER -WHITE METHACRYLATE LIQUEUR. ATTACHED TO ANY ALUMINUM MEMBERS WITHOUT P R;OR WRITTEN APPROVAL OF THE ENGINEER 5) ALUMINUM IN CONTACT WITH WOOD OR OTHER ABSORBING 13) WHEN 6061 -TS ALUMINUM ALLOY IS USED IN A STRUCTU R: MATERIALS WHICH MAY BECAME REPEATEDLY WET SHALL BE FOR UPRIGHTS, BEAMS. KNEE BRACES, WINO BRACES, R PAINTED WITH TWO COATS OF ALUMINUM METAL AND MASONRY K- BRACES, 6063-T6 ALUMINUM ALLOY MAYBE USED FOR PAINT, OR HEAVY- BODIED BITUMINOUS PAINT; OR THE WOOD OR THE ABSORBING MATERIAL SHALL BE PAINTED WITH TWOITH PURLINS, CHAIR RAILS, TOP PLATES, AND BOTTOM PLATE ALUMINUM STRUC COATS OF ALUMINUM HOUSE PAINT AND THE JOINTS SEALED CAULKING COMPOUND 14) GREEN (MAX MESH 20/20) OOFDAND WALLSET HAS LOADS ARE WITH HIGH QUALITY AN IMPORTANCE FACTOR (Iw) OF 0.77: DESIGN 6) ALL FASTENERS WILL BE 24' C - C MAX UNLESS OT}1EF?YMSE BASED ON02.4 O 2 BUILDING FO001 R A E NOTED MEAN HEIGHT UP TO 30 FT. AP P LI FLIUNE INC. THIS PAGE MAY NOT BE USED 1025 S. SEMORAN BLVD., SUITE 1093 WITHOUT A MASTERFILE WWTER PARK FL 32792 _AUTHORIZATION LETTER TEL (407) 679-7500 ON FILE FAX (407) 679-9188 CORDON H SN��' 'O P E E-MAIL FLOCIIOAP.E ilk SECTION 1.2.1 I DETAILS I SCREEN ENCLOSURES 3'x4'x0.125' PLATE W/5 TOTAL J14 TEKS ON EXTERIOR 2'x2" H ROOF PURUN wAU A UPRIGHT L1'x2" 2'x2' H K -BRACE oyp) 31/2" x 7" x 0.125 PLATE w W/ 9 TOTAL j 14 TD(S ` _ g m CHAIR 2"x2" K BRACE 3/5 TOTAL 18 TEKS `2' BASE PLATE ON EXTERIOR EXTERIOR ELEVATION 1'x3"xO.125"x3" U ANGLE W/5 114 T ON INTERIOR COLUMN / POST PLATE W/5 TOTAL 114 TEXS OPLAN VIEW p+ (N.TS ) 1 "x3"x0.125"x7" L.G. COLUMN / POST ANGLE W/#14 TEXS INTO BRACE do POST 3/ 1/2'x7"x0.125' PLA E W/9 TOTAL 114 TEKS OPLAN VIEW 3/ j i 4 xO.1TEK5' P LATE B (N.Ts) K -BRACING DETAIL d o _FRONT WALL 1 /8" STAINLESS STEEL CABLE Q TO 400 SO. OF WALL 2 CABLE CABLE CORN UP TO 600 SO. 4 CABLE PLATE 1/8' a UP TO B00 S0. 6 CABLE W/ 8 f 10 0 UP TO 1,000 SO. 8 CABLE NOTE ALL WALLS OVER 15' HIGH MUST HAVE 1/2 OR MORE OF THE CABLES AT THE TOP OF THE WALL. ABOVE THE TOP CHAIR RAIL N o I WA --1 THIN A UP TO 200 SO. OF WALL NO CABLE NEEDED 0 UP TO 400 SO. 1 CABLE C1 UP TO 600 SO. 2 CABLE CJ UP TO BOO.SO. 3 CABLE NOTE: AL1 WALLS OVER 15" HIGH MUST HAVE• 1/2 OR MORE OF THE CABLES AT THE TOP OF THE WALL ABOVE THE TOP CHAIR RAIL I CABLE SCHEDULE FQF THIS PAGE MAY NOT BE USED WITHOUT A MASTERFILE AUTHORIZATION LETTER ON FILE APPLIE 1 2 DRIVE PINS OR — 11/4' x 1/4' TAPCON TOP FASTENER 1' BEL "Y TOP OF CONCRETE. NO CONC. DE N0 FASTENING TO PAVERS 2ND CABLE SET 1ST CABLE SET TOP CHAR RAJL WEN 3RD CABLE SET PANEL EXCEED 56 _z N ENCLOSUR FLIUNE INC. 1025 S. SEMORAN BLVD., SUITE 1093 WINTER PARK FL 32792 TEL (407) 679-7500 FAX (407) 679-9188 E-MAll. _; . - APPLI GOPDON H SHEPAr'')SON FLORIDAP.E 1g333 SECTION 1.2.3 DETAILS SCREEN ENCLOSURES TOP FOOT OF 2 X2'x 1/8' A.4CLE NOTE: 0 0 1'x2' CHANNEL USED WITH ALL SCREEN TYPES 1'x2' CHANNEL e FRONT FOOT NOT REAR FOR 2'x3" U UPRIG PRIGHT PLAN VI EW (x -Ts) NOTE: TAXON )JUST GO INTO CONC. A MINIMUM OF 1-1/4'. IF USE PAVERS ON DECK, FASTENER WILL EXTEND INTO DECK 1 -1/4 -7 - FRONT FOOT OF - 2'x2" x 1/8" AN( SEE ABOVE TABLE FOR FASTENERS FRONT FOOT TABLE UPRIGHT X4 xs x6 x7 xa x9 x1a SIZES I 1/4' TAPCON 1 2 1 213 3 4 4; EACH SIDE 110 TEK SCREWS 2 4 6 6 8 8 EACH SIDE CHECK ONE SELECT LOADBEARING UPRIGHT SIM 'x UPRIGHT NOTE: CHAIR RAIL 48" MAX. L 2'x 2" CHAIR RAIL FROM DECK TOP FOOT OF 2•x2- x 1/8• ANGLEMIN. 3-2" SMS FOR FASTENING AT W/ 2-110 TEK SCREWS CHAIR RAIL. TO UPRIGHT SCREW BOSS INTO UPRIGHT 48'I MAX!_v__—I 11/4' TAPCON FRONT FOOT OF_ INTO DECK-- 2'x2"xi/8'ANGLE DECK FRONT ELEVATION. TYPICAL DECK PLATE MEIN . PON Nil •• r NOTE: WIND BRACING SHALL NOT BE REQUIRED WHERE BEAMS AND PURLINS ARE LATERALLY SUPPORTED BY CONNECTION TO HOST STRUCTURE. >. CONCRETE DECK I 2' x 2' x1/8' ANGLE W/2 # 10 TEK SCREWS INTO WALL . TAPCON OR THUNDERBOLT 1-1/4' INTO CONC. DECK . 1'x2' SCREEN CHANNEL SIDE ELEVATION & POST CONNECTION PLAN VIEW (m.S) HOUSE BRACE HOUSE PENIA ��EI! l NM�, /■i► WIND BRACING DETAIL THIS PAGE MAY NOT BE USED WITHOUT A M, STERFILE AUTHORIZATION LETTER ON FILE TYP. DIAGONAL BRACE TYP. DIAGONAL BRACE FLIUNE INC. 1025 S. SEMORAN BLVD., SUITE 1093 WINTER PARK FL 32792 TEL (407) 679-7500 FAX (407) 679-9188 E—lrIAIL APPLIES APPLIES GORDON H SHEPARDSON P•E FLORIDAP.E. IQ= SECTION 1.2.4 I DETAILS I SCREEN ENCLOSURES SPLJCE PLATE SHALL BE MIN. 24 INCHES LONG, 1 INCH LESS HEIGHT THAN THE BEAN THE SAME THICKNESS AS THE SPUCE BEAM, AND LOCATED NO GREATER THAN 1/3 THE BEAM LENGTH FROM THE END AND LOCATED ON OPPOSITE ENDS OF THE MATED .BEAM 24' MIN. TYP MINIMUM 12-1 10 TEK SCREWS ON EAZH SIDE OF THE CUT EVENLY SPACED WITH 1 INCH CLEA.%kSCE AT THE CUT AND ALL SIDES OF THE INTERNAL SPLICE PLATE. I ITtl Tr. 12" MIN. -1 ft' ---12' MIN. SPLICE FOR BEAM SHALL BE ON OPPOSITE ENDS OF THE MATED BEAM. BEAM SPLICE NO FOOTER LEVEL TERRAIN I El ruuitn W� SLOPE BETWEEN 1 IN 6' TO V IN 3' El WHERE THERE IS NO DECK USED 8'x8` CONCRETE RIBBON FOOTER W/ 1#5 REBAR CONTINUOUS TO SUPPORT UP TO 2' x 6' UPRIGHT B1 APPLI E FOOTER WHEN SLOPE 1' IN 3' OR STEEPER OR WHEN DECK D(TENDS 33' OR MORE PERPENDICULAR TO THE SUPPORTING STRUCTS: El 8'x 12' CONCRETE RIBBON FOOTER W/ 2 # 5 REBARS CONTINUOUS TO SUPPORT UPRIGHTS LARGER THAN 2" x 6' 1) FOOTER SHALL BEAR ON ROCK, CLEAN SAND, OR STRUCTURALLY SOUND SOIL (>1500 PSI:) THAT SHALL BE COMPACTED TO PROVIDE 0F'1114 .8EARING CAovlrry TO PREVENT SETTLING. 2) CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 2,500 PSI W/ FIBER M� OR 6x6 -10x10 W W MESH. 3) 3 — #3 BARS IS EQUNALENT TO 1 #5 BARS. TYPICAL SCREEN DECK FOOTER DETAIL [A:P:P L I'[ THIS PAGE MAY NOT BE USED WITHOUT A MASTERFILE AUTHORIZATION LATTER ON FILE FLIUNE INC. 1025 S. SEMORAN BLVD., SUITE 1093 WINTER PARK FL 32792 TEL (407) 679-7500 FAX (407) 679-9188 E—MAIL GOROON H SHEPAFC-'O'' P FLOPoDA P.E i= SECTION 1.2.5 I DETAILS 2•x2' PURLINS ATTACH TO BEAUS WITH MIN.(3) #toxi-1/2' S.M.S. INTO SCREWY BOSSES. 1-x2• SNAP SECTIONS ATTACHED TO 2'x2 WI 11 10 x 1-1/2' S,MS. O. 24* O.C. OR CONTINUOUS SNAP SECTIONS BEAM OVERLA.° CONNECTION OR GUSSET PLAT SCREEN ENCLOSURES m mm ci©� fn fn N N to a 2 BEAMS - 2x4 4 6 8 10 X X X 2x5 6 9 12 15 18 X X 2x6 8 12.16 20 24 28 X v 2x7 t0 15 20 25 30 35 X as 2x8 12 18 24 30 36 42 48 2xg 14 21 28 35 42 49 56 2x10 16 24 32 40 48 56 64 TABLE OF 2-1 #10 TEK SCREWS X- NO CONNECTION ALLOWED BEAM OVERLAP OR GUSSET PLATE CONNECTION APPLIES ALUMINUM PHYSICAL PROPERTIES �88888a SECTION • • ��L•7OOL•7 200' 2x4 0.044 0.100 0.9,59 • • aocoao 0.100 1.468 --TWALL �� • • c•�a0000I 2x7 0.055 0.120 3.119 ON r"nnnnnnr.! 0.224 4.157 2x9 0.072 m -m m mm ci©� fn fn N N to a 2 BEAMS - 2x4 4 6 8 10 X X X 2x5 6 9 12 15 18 X X 2x6 8 12.16 20 24 28 X v 2x7 t0 15 20 25 30 35 X as 2x8 12 18 24 30 36 42 48 2xg 14 21 28 35 42 49 56 2x10 16 24 32 40 48 56 64 TABLE OF 2-1 #10 TEK SCREWS X- NO CONNECTION ALLOWED BEAM OVERLAP OR GUSSET PLATE CONNECTION APPLIES ALUMINUM PHYSICAL PROPERTIES SECTION 2xH TWALL MODULO TWEB (IN3) 200' 2x4 0.044 0.100 0.9,59 2x5 0.050 0.100 1.468 --TWALL 2x6 0.050 0.120 1.965 2x7 0.055 0.120 3.119 H 2x8 0.072 0.224 4.157 2x9 0.072 0.224 5.910 I 2x10 0.092 0.369 8.531 T I`B 2 00 H —TWALL ) I TWEE HOLLOW BEAM TABLE SNAP EXTRUSION SELF MATING BEAM ALUMINUM PHYSICAL PROPERTIES FLIUNE INC. THIS PAGE MAY NOT BE USED 1025 S. SEMORAN BLVD., SUITE 1093 WITHOUT A MASTERFILE WINTER PARK FL 32792 AUTHORIZATION LETTER TEL. (407) 679-7500 ON FILE FAX (407) 679-9188 E—MAIL APPLIE` CORDON H SHEPARDS(DN P'E' FLORIDA P.E. 1= _ SECTION 1.2.6 I DETAILS I SCREEN ENCLOSURES 1/4"x2' LAG SCREWS 3/4-x3/4- 0 24 O.C. MAX. ALUMINUM FERRULE 3/8"x8" LAG SCREW,TYP. 1 EACH SIDE OF BEAM SCREEN ROOF BEAM 2'x2"x0.125 ANGLE W/ 4410 TEKS. EACH SIDE OF BEAM ANGLE/ \,__OPiIONAL 1"x2' SHIM FOR GUTTER WITH SPUNE GROOVE 1/4'x2' LAG SCREWS A 24 O.C. MAX. - ANGLE BEAM TO STR 3/4'x3/4' ALUMINUM FERRULE 3/8'x8' LAG SCREW.TYP. 1 EACH SIDE OF BEAM SCREEN ROOF BEAM 2"x2'xO.125 ANGLE W/ 410 TEKS. EACH SIDE OF BEAM OPTIONAL 1 "x2" FOR GUTTER WITH SPUNE GROOVE AL GU 1 4'x2' LAG SCREWS 3 4x3 4 / -ALUMINUM FERRULE A 24" O.C. MAX. 3/8'x8" LAG SCREW,TYP. 1 EACH SIDE OF BEAM CREEN ROOF BEAM 2'x2'x0.125ANGLE W/441( TEKS. EACH SIDE OF BEA ANGLE OPTIONAL 1'x2' SP FOR GUTTER WITH SHIM SPUNE GROOVE y (RAT OR MCLED) EX SnNG ANGLED - OR PLUY9 ix 7x FASCSA J 1-1 /4"x2' LAG. EACH SIDE OF BEAM 24" O.C. ALONG 1'x2' SCREEN CHANNEL. 2'X2"x.125 O EACH 2-2'x1/4' THRU-BCL7 SIDE OF BEAM W/ BOX BEAM (FIAT OR ANGLED) 1"x2' OR 2'x 2' PURUN WITH TAPCON OR # 10- 3" SCREW 24" O.C. WITH 1 TAPCON OR # 10- 3" SCREW THRU 2"x 2' ANGLE INTO WALL ON EACH SIDE OF BEAM EXISTING MASONRY WALL OR STUCCO WALL WITH LAG BOLT OR TAPCON ATTACHING TO WALL OR STUD 2'X2'x.125_ANGLE O EAC SIDE OF BEAM W/ 2-2'x1/4' THRU- BOLTS. THIS PAGE MAY NOT BE USED WITHOUT MASTERFILE AUTHORIZATION LETTER ON FILE FASCIA WALL I APPLIE FLIUNE INC. 1025 S. SEMORAN BLVD., SULTE 1093 WINTER PARK FL 32792 TEL (407) 679-7500 'CSNP., FAX (407) 679-9188 GORDON H SHE'%' -O FLORIDA P.E-- E-MAIL: SECTION 1.2.7 1 DETAILS SCREEN ENCLOSURES 4' MAX. - 2''H CHANNEL BEAM OVERLAP W/ 6 10 TEKS OR GUSSET PLATE FOR CONNECTOR SCHEDULE SEE SECTION '1.2.5 • V -2"x .040" STRAP AT EACH 2 UPRIGHT & MIDWAY BETWEEN HO UPRIGHTS, W/1 10 TEK AT EACH END , • 4' AX. • 4' MAX. HOST STRUCTURE BEAM 2x4 5,6,7,8, 3-j10 1 MID.) RACE 2" - H CHANNEL W/ 6 1 10 TEFCS • . • 4' MAX. WA I f UPRI 2'x2' ANGLE KNEE BRACE D ETAI L 0 TEKS W/6 r1 2" SMS A 2'- O.C. EACH SIDE. 5' OR 7' SUPER GUTTER STRUCTURAL GUTTER & KNEE BRACE DETAIL FOR GUSSET CONNECTION SEE SECTION 1.2.5 1'-2"x .040" STRAP AT EACH UPRIGHT & MIDWAY BETWEEN UPRIGHTS, W/1 1 10 TEK AT EACH END HOST STRUCTURE J ■ KNEE BRACE KNEE 8 SEE KNEE BRACE DETAILS PAGE 7 SPAN DETAIL FLILINE INC THIS PAGE MAY NOT BE USED 1025 S. SEI LORAN BLVD., SUITE 1093 WITHOUT MASTERFILE W(NTER PARK FL 32792 AUTHORIZATION LETTER TEL (4-07) 679-7500 ON FILE FAX (407) 679-9188 E—MAIL APPLIE. APPLI ooWoN H sHSI RDROA PX- SECTION 1.3.1.120 B SPANI SCREEN ENCLOSURES TABLES DOME -FLAT 6063-T6 120 M.P.H. ALUMINUM ALLOY: 6063-T6 jWIND ZONE : 120 MPH 30-111 29'4 1 28'0 t 27'0 1 26'1 12 X 7 -1 KNEE 29'11 I ztt u [e / I 2 X 7 - 2 KNEES 36.11 1 34.11 33'4 32'0 31'0 1 30'1 ti1AX. SPANS FOR ROOF BEAMS IMAX. SPANS FOR WALL UPRIGHTS I 1 33'4 37'4 1 30'11 29'1 34'11 33'1 1 I FOR SCREEN & POOL ENCLOSURES. EXPOSURE B II IFOR SCREEN & POOL ENCLOSURES 25'10 2910 1 247 1 23'6 1 227 287 27'6 i I ALL WIND SPEEDS PRESSURE 10 PSF 38'11 1 37'1 EXPOSURE 8 ( I 1 MEAN ROOF HEIGHT = 20 FT OR LESS ( MEAN ROOF HEIGHT = 20 FT OR LESS I 32'4 130-111 29'9 1 36'4 34'11 33'9 i I 34'10 324 38'10 36'4 30'5 34'5 ( 1 28'11 27'8 1 267 32'11 31'8 1 30'7 2 X 9 - 2 KNEES 47'0 44'2 42'0 40'4 38'11 37'9 ROOF STYLE: DOME -FLAT IWALL UPRIGHTS 2X 10-0 KNEES 2 X 10 - 1 KNEE 2 X 10 - 2 KNEES 45'7 497 537 1 42'4 39'10 46'4 43'10 50'4 1 47'1045'10 I 37'10 36'3 34'10 41'10 40'3 138-101 44'3 42'10 2 X 10 - 0 KNEES 2 X 10 -1 KNEE ` 357 397 1 33'10 32'4 1 31'1 3710 36'4 135'1 1 I I ROOF SPACING 4 5 6 7 1 8 9 UPRIGHTS ACING 4 5 6 I 7 8 9 SPANS SPANS I Interpolation between spans�perrnitte P _ i I 2 X 4 - 0 KNEES 16`3 151 14'2 2 X 4 - 1 KNEE 1 2013 1911 18'21-1 13'6 12'10 12'4 mfijjj* 16-4 2X4-0 KNEES 1 2X4-1 KNEE 14'4 18'4 13'4 17'4 12' 16JL 11'11 11'5 1'0 15'11 15.5 t5'0 2 X 4 - 2 KNEES 1 24'3 23'1 22'2 21'6 12!07 0 20'4 1 I 2 X 5 - 0 KNEES 20'2 18'8 1 17'7 16'9 1 16'0 15'4 J2 X5-0 KNEES 17'8 16'4 15'5 14'8 14'0 1 13'6 2 X 5 - 1 KNEE 24'2 1 22'3 1 217 1 20'9 1 20'0 1 19'4 12X5-1 KNEE 21'8 20'4 1 19'5 18'8 1 18'0 1 17'6 2 X 5 - 2 KNEES 28'2 26'3 1 25'7 1 24'9 1 24'0 1 23'4 1 ( 1 2 X 6 - 0 KNEES 23'7 21'10 20'7 197 18'9 18'0 2 X 6 - 1 KNEE 27'7 25-101 24'7 1 23'7 1 22'9 1 22'0 2 X 6 -0 KNEES 12 X 6 -1 KNEE 20'11 24'11 19'5 23'5 122'3 18'3 1 17'4 16'7 16'0 21'4 207 20'0 2 X 6 -2 KNEES 31'7 29'10 28'7 27'7 1 26'9 1 26'0 2 X7 - 0 KNEES 1 28'11 1 26'11 1 25'4 1 24'0 j 23'0 1 22'1 1 12 X 7- o KNEES r d.y V I LL • r 2X7-1 KNEE 32'11 30-111 29'4 1 28'0 t 27'0 1 26'1 12 X 7 -1 KNEE 29'11 I ztt u [e / zoo, A+# 1 2 X 7 - 2 KNEES 36.11 1 34.11 33'4 32'0 31'0 1 30'1 2 X 8- 0 KNEES 2X8-1 KNEE 1 33'4 37'4 1 30'11 29'1 34'11 33'1 I 1 27'8 1 26'5 25'5 31'8 1 30'5 1 29'5 2 X 8- 0 KNEES 2 X 8 -1 KNEE 29'7 1 27'6 337 1 31'6 25'10 2910 1 247 1 23'6 1 227 287 27'6 2 X 8 - 2 KNEES 41'4 38'11 1 37'1 1 35'8 1 34'5 33'5 1 ( 1267 2 X 9 - 0 KNEES 2X9-1 KNEE 39'0 43'0 36'2 34'0 40'2 38'0 I 32'4 130-111 29'9 1 36'4 34'11 33'9 12 X 9 -0 KNEES 2 X 9 -1 KNEE 34'10 324 38'10 36'4 30'5 34'5 ( 1 28'11 27'8 1 267 32'11 31'8 1 30'7 2 X 9 - 2 KNEES 47'0 44'2 42'0 40'4 38'11 37'9 2X 10-0 KNEES 2 X 10 - 1 KNEE 2 X 10 - 2 KNEES 45'7 497 537 1 42'4 39'10 46'4 43'10 50'4 1 47'1045'10 I 37'10 36'3 34'10 41'10 40'3 138-101 44'3 42'10 2 X 10 - 0 KNEES 2 X 10 -1 KNEE 40'9 37'10 44'9 41'10 357 397 1 33'10 32'4 1 31'1 3710 36'4 135'1 1 1 Interpolation between spans Is permitted. I I Interpolation between spans�perrnitte P NOTE 1: Roof spans are fi-ured for Imee braces of 4ft on the horizontal. The difference in the knee brace length of less than 4R on the horizontal must be deducted from the span. NOTE 2: Wall spans are figured for knee braces of 411 on the vertical. The difference in the knee brace length of less than 4fr on the vertical must be deducted from the span. THIS PAGE MAY NOT BE USED WITHOUT A MASTERFILE AU HORIZATION LETTER ON FILE FLILINE INC. 1025 S. SEMORAN BLVD., SUITE 1093 WINTER PARK FL- 32792 TEL (4-07) 679-7500 FAX (4-07) 679-9188 E—JAIL APPLE GORDON H SHE'ArCSON RE R-OFWA P.E 1433:1 Cb t FROM :MORRISON HOMES FAX NO. :4073301125 Aug. 20 2004 09:01AM P1 . TT' - _ J t.7 fl♦ • At � • �� . rl .�V "eim' �ssociares .Niece Land Surveyors ~� 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 ✓ Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping LINE BEAiWof Survey D 1 S TANCE L i S 89.59'43-W 50.00' L 2 N 89°59'43'E 50.00' NARCi.MS AVE. TRACT G 10' ADOI T iONAL R 1113)T OF WAY LOT 25' - - ir-terra 6. a rrov. 2 . �-v� � POACH � u'•a • 0 O r979 Q s.� YORKSHIRE `A A 8- - 5rnoLf KAui((,,v Ar51DrNt-F Bile FIN. FL, ELEV:iJr.3 v� Z41; ;LOT 24 V a o .mil LOT 26 O s 0_0 rat. _ 65 o -75z ,n 0 �: 14 H 12.7' . V � '. Vel :M1h`•�?":': . N t.2 0CIL FA 13-4 p c P. S 89° 9 '43 "W 5/4.00 ' P.c.P. / REFERENCED BEARING CIL VENETIAN BAY CIRCLE CI TY OF SANFORD (SO ' R/W) ' TRACT .-F- PR i VATE ROADWAY LEGAL OESCR PON Lot 251 ' V E N E T •' A N R .A r according to thet dwreof as recorded b Pian Dwk 63. Adox Covervye of pogss 84' - Ob the Pkb4c Records of Seminole County. FbrRia SETBACKS: SITE DATA Front '25' Rear 20 FLOOD HAZARD DATA: The Porcel shown hereon ies widen Flood 'one �X: Side 5 ' Corner 15' "FRY" S0. Fr -56% uccordig to the Flood fssuvxe Role M Comuily Po el N,mber Mrm,cm Lor 4Y,drh 50' L.OT SO- FT, 120289 0035E.DOW 0/17/95. IMPERVIOUS AREA •3.077S0,FT . (Gry of Sanford Commnity N,tnber 120294) Note: Beams shown hereon a -e referenced to the C/L Flood Zone determirotion " performed by 7Thc ploUnq from Flood hsuratce or VEWTiAN BAY CPCLE as being S 89e59'43'W. Rate Mrpt provided by FEMA No field su•veyrg rot perf-ermed by rhis Fier to' Verricd Jaron is based on NGVD per Engteerhq datorrr:m tF. Zone: L exact zona locotion can 6+ be dereririn icy m elewrron construction plans by Ned H'i 11 e r Eny:�eei+g. � sfmd We ossu+me no resp"Uty For ocitid fboehg condrionm s conclvq the po•cet Job Number 200 1. General Was: t. "us Is a BOUNDARY Survey performed In the held on_ f R 0 !''Os - Legend CVS offset :, Na aerial, surface or subsurface uto#y /nsfaualions, undarground Improvements' or ® Temporary Benchmark O-R.B. OdreW Records Boots subsurfacolaefial encroachments, it any, were located. (ossumeddelum) Pg Pfal Book BOW Back of sidewalk PC Post of curvotur�e J. nufldog lies shown are to (he exterior unfinished lbundat/on surface or formboald, iii. Cenlerdne PCC• ruFH or Compound Cwvvture s1 lriovations shown hereon, if any, are assumed and were obtained from approved A Genual or (090o) Angie P.GP. Permsnsn( Control fbrnf Convow;oon plans provided by rho Cirom unless otherwise noted, and are shown CALL CetWofed Po, Pepe only to depict the proposed or actual dtilorwrice in s4ovalion relative to the assumed Co Chord eeanhg. P.P.M.-ul Pemnen(Relerenn Monument i+ �t+porary Donchmark shown hereon. CD Chord M Properl Um 5. The parcel shown hereon Is subject (o all casen1en(s, reservations, restrictions, wnd C.M. Concrwfe MonvnKnt P. O. B. P""7Bepinnhp i+tghls of -way Df f9Card whether depicted or not on this document. No search of the EL. W PLEV Elev#60#1(Proposed) P.O.C. Fuld of ComnencemenlFiNAL UL Elevafbn (Mcasvrod) P, 1, Pohl ofinlasec0ohn Pub(ie Records hes boon madd by this office. F0. Found PRC, Poled of Reverse Cuwalwv The legal description shown hereon is as furnished by client. Fin.Fl. Elev, Finished Floc EJevslion Pr. ~I er Tsepeney Mailed and measured rrrsidnces and directions are the some unless otherwise Aoted. I.P. iron PipeR Radius c:opios or this Survey may be made for the original transaction only. I.R bun Rod RIA Raoul Lint 'tonicswironrod wi(h ytlrowpfasflccap markedL849J7orLSJ102,or L Aralengln RFS. Residence <'hon rod will red plastic cap marJkatl'Wriness Comer", unless o(herwiso noted, LB Licensed Business R/W Pahl-ohWoy LS Lind SLNw W Tom romp"ryOrnchmarrr 41mlet 114.P. (Permanent con(rol point) Mee Mesekned TYR Typkcef -nnfan Ppnnancn( Reference Monument WD(NAD) Neil Md Odlw q I/ Foote sym6ol(se. drawing) w11 Ilrrx b kmociales Inc. Ail rights reserved N.R. Not RadrM yf..,,(. Fwnow gmbul (sew dre witT) -A _;lei w1U.at1 rAa atitturtv+• and Ns anginal raised sasl Ore— t T : AN t -Ida licensed sure r nd Map0,, CKe c # e d b OP a run„sy r"Wt then 0 n ors of me rvida Mink"um Teehnlcol P r ep o red Far: MoRR) SON Asneniarn+d 'iter ldFiaiesAdmingpsl Cie }Slee 1 Ch o f Legal De cr i p t i 9n ,lot= Nvober: OZ -D17 -0Z \\1\ Thl's is not 0 Survey Seel• : 1'- JO' 2 ( Plet plan perforwwd: 008-04 Medal Change: 09-11-04 $rirrrFL,s.�iorwislrayn+. c;nlswwywrrn. Tae Fevwdol%ow Server: P.S•Fd..x.grt:l. survsW! and Mapper No, 6 Final Survey: P.L.M. Rkrp+si.red S and Mapper M. 6092 Rw• 1 e i ew e ., .� irrx*int.. stere nfnvMa 6007 rrm�• P i •' P