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Home My WebLink About720 Meadow St0b- iris Permit#:y(/ — I/ Job Address: -7,+Q r tr r Description of Work: ( a40X3a Historic District: Zoni RECEIVED CITY OF SANFORD PERMIT APPLICATION Date: 1 ) Ott JA N 2.5 2006 Permit Type: Building X 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 Cale_ 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( Type: # of Stories: (# of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: 1 I d 3io 0) ` I L /Vy (Attach Proof of Ownership & Legal Description) Owners Name & Address: C (1_t0y__ Contractor Name & Address: r L_ . -_? State Licent Number: cl-.'r', I'l I C7 Q —7 Phone & Far<: 3 8 -Contact Person„ [ j Phon(`44? 3a0 _ G t 7 -- Bonding Company: nix Address: MortgageLender: na Address: Arch itect/Fueioeer i i i Clt .1-Y1C; • ( J_ p z Pboue: % tp' -75 L Address: IDaS SCUP- i Se.[nt;fpn t7l V%1 5f Col , iP. f 39LIZ2I-: Q2) b % cY 9 5 1 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 regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOU Y. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING UR NOTICE F COMMENCEMENT. j NOTICE: In additiod t the require nts of this permit ere may be additional restriction pp"cable to is property that may be found in the public records of this county, and, there y be additi al permits required om other governmental entities so water agement districts, state agencies, or federal agencies. Acceptance of pe ' is v 'fication th wd no ify the wner of the property of the requirem of rida Lien Law, FS 713. Signature of Owner/Ag Date Sig Co actor/Agent Date Ont wn r/Agent's Name Print Co Agent's Name ka I'- o p SJr/ t to ofFlori Date" Sign a , e o(,bh$g ry-State of FI(Jbf4j, COOPER Date Pl9 W ; io'rR Notary Public - State of Florida C Ofplll[ARM ie, __ . tiN C-orrmmissiort Expires Jul55 28, 2009 Or w Coot P}i4bN139rrooduc'da'11 bonded y at mall' IIIIVVVVotary Assn. APPLICATION APPROVED BY: Bldg: Zoningv*l/ Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: J J-Ju J. 1 I J2 _ _.- 1v rlwyAddress: Sanford, FL 32733 Phone number 407-328-8776 Member ID Number. Legal Description: Dome Date:__ ? Gordon , gz'" 9333 REVISIONSSECTION.- 1.1.1 DOME. SC f EEN ENCLOSURES ° 2/75/os I RISER WALL WHERE REQUIRED LN4 (-) MAX W OJ 2 H UPRIGHT E{c. HEIGHT PER TABLE 0x HS ` ^ SIDE ELEVATION K— BRACING (OPTIONAL ROOF WIND BRACINGSSECTION122SEESECTION1.23 SCREEN — K BRggNG PURUNS UPRIG SCREENUPRIGHT CHAIR RAIL HEIGHT 1 x 2' BASE FLA PER TABLE 20' OR CABLE CONNECTION MAX' PLACEMENT & NUMBER ISOMETRICIC H SEE SECTION 121 LlI A A1 x 2 BASE PLATE K - BRACING ( OPTIONAL Y SEE s> cnoN 1 RAI FRONT E LEVATI O NPICALDOMEROOFCHAIRSCREEN APPLIES STAN bARQS) 1) DESIGN CONFORMS TO THE FLORIDA BUILDING CODE 2D041AS T NO OPEN AREA BAMENDED & THE FLORIDA BUILDING CODE RESIDENTIAL AS E ErT1 ALUMINUM SHALL DCCEED 56 SF. AMENDED & "SCE 7-98 FOR WIND LOAD ON THE ATTACHED TABLES. 2) ALL SCREEN ENCLOSURES GREATER THAN 2Cr-T MAX HEIGHT OR GREATER THAN 40'-v PROJECTION FROM THE HOST STRUCTUREREGARDLESSOFDIRECTIONOFBEAMSPAN) OR WITH A BEAM SPANGREATER -1 HAN 4Cr-T, WILL REQUIRE SITE SPECIFIC SIGNED AND SEALED ENGINEERING PLANS AND SIGNED AND SEALED LAYOUTDRAWINGS. 3) STRUCTURAL DETAIL DRAWING SHALL RELATE TD 6O63-T6, 6061 -Ts' 6061 T6 ALUMINUM EXTRUSIONS WITH AN ACTUAL WALLTHICKNESSOFNOTLESSTHAN0040 8) ALL SCREEN ENCLOSURE DOORS SHALL BE SELF LATCHING AND CLOSING AND MAY BE LOCATED INTO ANY SCp=-NPANELOPENING. 9) DISTANCE BETWEEN PURLINS SHALL NOT EXCEED 84 INCHESCENTERTOCENTER 10) ALL PURLINS AND CHAIR RAILS WILL BE ATTACHED WITH FOR 3 SCREMIN. SCREWSWITHSCREW BOSS EACH SIDE SEE SECTION 123 FORPURUNANDCHAIRRAILSCHEDULE11) ENCLOSURE MUST BE GROUNDED AND BONDED IN ACCORDANCE 4) ALUMINUM SURFACES IN CONTACT WITH LINE-MOR WITH N.EC- OR OTHER MASONRY MATERIALS, S '°` CONCRETE HALL BE PROTECTED WITH 12) NO UNAPPROVED APPENDICES OR ACCESSORIES MAY BE ATTACHED PAINTRWATER - COATING SUCH LA HEAVY BODIED BITUMINOUS TO ANY ALUMINUM MEMBERS WITHOUT PRIOR WRITTEN APPROVAL PAINTORWATER - WHITE AgE-I}IgCRyLp-fE LACQUER. OF THE ENGINEEDR 7 ALUMINUM IN CONTACT WITH WOOD OR OTHER ABSORBING MATERIALS 13)WHEN 6061 TS OR 6061-T6 ALUMINUM ALLOY IS USED IN A WHICHMAYBECOMEREPEATEDLYWETSHALLBEPAINTEDWff} I TWO STRUCTUREBRACES, COATSOFALUMINUMMETALANDMASONRYPAINT, OR HEAVY-BODIEp ANp K BR g[ sUpTfi ALUMINU MgLLp pLgy MAYBEFOBR Cam' BITUMINOUSPAINT, OR THE WOOD OR ABSORBING MATERIAL SHALL PURLINS, CHAIR RAILS, TOP PLATES AND BOTTOM PLATES. BEPAINTEDWITHTWOCOATSOFALUMINUMHOUSEPAINTANDTHEJOINTSSEALEDWITHHIGHQUALITYCAULJQNGCOMPOUND- HIS IS AN OPEN 14 ) TN ALUMINUM FRAMED STRUCTURE WITH SCREEN 8}AlLFASTENERSWILLBE24' C C MAX UNLESS OTHERWISE NOTED. (MAX MESH OF (Iw) OF2D.( TI )DEROOF IGN LOADS ARS. IT HAS AN E BASED ON ABLE 20024 SCREWS SHALL BE COATED FACTOR WEATHER SEALED. OF 2004 FLORID" BU THIS PAGE CAN ONLY BE USED IF THE CONTRACTOR 1S AUTHORIZED TO USE THE MASTER FILE MANUAL OR IF THE PAGE HAS AN ORIGINAL SIGNATURE AND SEAL 1LD1NG CODE FOR W;M HEIGHT UP TO 30 FT., On _ ° ` -; .PLIES FLILINE INC- -oe - 1025 S. SEMORAN BLVD. SUITE 1093 WINTER PARK FL 32792 icL (4-07) 679-7500 FAX (4-07) 679-9188 E-MAIL SECTION 1.2.1 D ETAI LS IMNISMSCREENENCLOSURES02/15/05 L W--1 /8' STAtNI > cc c r r, CABLE BRACING CAN BE USED 2 CABLE FOR Eye, ,00 «— IN PLACE OF K—BRACINGsQ_ Fr NOTE. All- CABLE CO_ IER MORE OF THE OVER 15- HK;H MUST HAVE 1/2-OR W/ PLATE 1 8 - E TF TOP AT THE TOP OF THE WALL. 10 TES C} WR CRAEYEBDILXT Q wAI L--1 /8" STAIN ES rASSSiEa (;ABLE UP TO 200 SQ. FT_ OF WALL: NO CABLE OVER 200 SQ_ FT= 1 CABLE PER NEEDED EVERY 200 5Q_ FL HOM MORE OAF WALLS avER ,s HIGH MUST HAVE 1 2 MIN 2 DRNE PIN$ OR2 - 11/4' x 1/4' TApCON TTOP /2- BEtor COHC. ( NO F/LSTEN TO PAVERS AMC. ISr CABLE SET Top CHAIR PAIL WEN Q/I_ CABLE M_ r CABLE 3W ALL - HOMEOWNER PANEL DME0 5%6 Q/ rCAME SHO= TICHTENED • F THIS PAGE CAN ONLY BEUSEDIFTHECONTRACTOR R.ILINE INC. 1025 SLIS AUTH R ZED TO USE THE SEIjIORAN gyp_ SUITE 1093 HE AGE LE MANUAL OR IF HAS AN ORIGINAL WINTER! PARK FL 32792 u TEL (407) 679-7500SIGNATUREANDSEALFAX667) 679-9188 E—MAIL l - LIES sm APPLIES t S SECTION 1.2. 2kCAIU SCREEN ENCLOSURES EQ61z3'x0.125'x3' LG. USED ANGLE W/3 114 TEKS LE BRACING ON INTERIOR 1 COLUMN / POST 2'x2 K—BRACE TIM) U 10 o RArL 2' x 7' x 0.050 PLATE W/ 9 TOTAL 14 Moilm _ e REVISIONS 02/15/05 K-BRACING CAN BE IN PLACE OF CABIS L3'x4'xO.050' PLATE W/5 TOTAL 114 TEKS PLAN VIEWAPLAN1' x2'xO.125'x7' LG ANGLE W/ A TOTAL 114 TEKS INTO BRACE do POST L7' x2' BASE PLATE 3' x4'xO.050' PLATE 31 1/2'x7'x0.050' PLAT OiV ONtzEXTERIORTOTAL 14 TEKS W/9 TOTAL 114 TEKS - EXTERIOR ELEVATION w/l L j14 MCS K- BRACING DETAIL TOP FOOT OF 27t2 x 1/8- ANGLE 1' x2' CHANNEL 1 x2' CHANNEL . . FRONT FOOT NOT NOTE: REAR FOR 2"x3' USED WITH ALL UPRIGHT L1PRK{T SCREEN TYPES NOTE: P_ NOTE: wTs) 2X2 ANGLE ONLY ON R£ 11 RX 2" X 1/ANGLE I ONLY LOAD BEARING WALL XRmONLOADBEARNNGWALLSNOTE: 2'x UPRIGHT TON MUST GO INTO CONC A W*JUM. OF 1-1/4'. IF USE JW CHAIR RAIL PAVERS ON DECK. FAST04ER WILL EXTEND INTO DECK 1-1 /4'. TOP FOOT OF 2' x2' x 1 /8' ANGLE FRONT FOOT OF W/ 2-f10 TEK SCREWS 48• 2' x2' x 1/8' ANGLE INTO UPRIGHT SEE ABOVE TABLE /'FRONFOOT OF 1/4FORFASTENERSTAPCONINTO •DECK 2X1 8•AH E r m FRONT ELEVATION SIDE ELEV TYPICAL DECK PLATE & POST CO`' THIS PAGE CAN ONLY BE USED FULINE INC. IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD. - AUTHORIZED TO USE THE SUITE 1093 - MASTER FILE MANUAL OR IF WINTER PARK FL 32792 THE PAGE HAS AN ORIGINAL TEL (407) 679-7500 SIGNATURE AND SEAL FAX (407) 679-9188 E—MAIL COLUMN / POST PAN VI APPLIES NOTE: CHAIR RAIL 48" MAX. MIN. 3- 2' SMS FOR FASTENING AT CHAIR RA0., TO UPRIGHT SCREW BC 2' x 2' x 1 /8' ANGLE W/2 i 10 TEK SCREWS INTO WALL . TAPCON OR THUNDERBOLT 1-1/ 4- INTO CONC_ DECK 1 x2' SCREEN CHANNEL ZT1`Of c `-AP _ E SECTION 1.2.3 DETAILS SCREEN ENCLOSURES REVGKM 02/15/05 BEAM OVERLAP 4' MAX - OR GUSSET PLATE 2' CHANNEL FOR CONNECTOR W/ 6 10 TEKS SCHEDULE SEE SECTION 1.2.4 I ROOF BEAM 2x4 5.6.7.8. 10. i'-2'x .040' STRAP AT EACH N UPRIGHT do MIDWAY BETWEEN W/1 # 10 TEK 2x2—# 10UPRIGHTS. HOLLOW AT EACH ENDACE7HCHANN4' 4' Mp,X_ S HOST 4MAX. STRUCTURE I WAIT UPRIGHT 2' SMS o 2' O.C. 2'x2' MCLE w/ 6 #10 TEKS KNEE BRACE D ETAI L EACH SIDE. 5' OR T SUPER GUTTER. STRUCTURAL GUTTER & KNEE BRACE DETAIL HOUSE PPLIES Tv?. DIAGONAL BRACE TYP. CORNER BRACE ROOF WIND BRACE, PURUN do CHAIR RAIL SIZING ROOFE2, 2 WIND WALL CHAIR BEAMBRACE UPRIGHT RAIL OR 2x2 OR 2x2 2x8 2x3 2x3 2x8 2x3 2x9 2x3 2x3 2x9 2.3 2x10 2x4 2x4 2x10 2x4 NOTE: WIND BRACING SHALL NOT BE REQUIRED WHERE BEAMS AND PURLINS ARE LATERALLYSUPPORTEDBYCONNECTIONTOHOSTSTRUCTURE - NOTE: WIND BRACING ATTACHMENT TO BE WITH GUSSET PLATE. H CHANNEL OR RECEMNGCHANNELNOTOENAILINGISAVOWEDPLA_ EW RODE WIND BRACING PURLIN & CHAIR RAIL DE'TAI..app ES THIS PAGE CAN ONLY BE USED FLILINE INC. F ^+ 1025S. SEMORAN BLVD.'`' IFTHECONTRACTORISAUTHORIZED TO USE THE SUITE 1093 MASTER FILE MANUAL OR IF WINTER PARK FL 32792 THE PAGE HAS AN ORIGINAL TEA'"' (407) 679-7500 - SIGNATURE AND SEAL. FAX (407) 679-9188 H " lEp C"P.E E— MAIL DA PIE I SECTION 1.2.4 DETAILS SCREEN ENCLOSURES REVISK*C 02/15/05 BEAUS NOTE- BEAMS ry ry ry ry ry ry ti SCREW PATTERN-1 ' CLEARANCE ON ALL 4 SIDES2x414XXXOFTHEGUSSETPLATEOR 2x5 1 1 14 16 16 X X BEAM OVERLAP. SCREWS ARE O BE EQUALLY 2x4 4 4 6 8 X X X 2x6 1 14 16 16 18 18 X SPACED FROM TOP TO BOTTOM 2x5 4 4 8 8 0 X X 2 2x7 14 16 16 18 18 20 X AND SIDE -TO -SLOE. SCREWS FMUSTBEWEATHERSEALED. _ 2x6 6 g 8 10 12 12 X 2x8 16 16 18 18 20 22 22 o 2x7 6 8 10 12 12 14 X 2x9 16 18 i8 20 22 22 24 NOTE: a 2x8 8 10 12 12 14 14 14 2x10 18 182 22 2424202-2 GUSSET PLATE THICKNESS WILL 2x9 to 72 12 t4 14 t6 16 10 TEK SCREyyS EAC71 TO OR LARGER THAN 2x10 10 12 14 14 14 16 18 X- NO CONNECTION AUDSIWEp LBAEREQUALGESTBEAMOR UPRIGHT USED. 114 TEK SCREWS EACH SIDE OF BEAM X- NO CONNECTION ALLOWED HOMEOWNER MAINTENANCE RESPONSIBILITY. FASTENERSSHOULDBEIF DETERIORATION IS CHECKED PERIODICALLY FOR DETERIORATION. DETECTED CONTACT A QUALIFIED SERVICE COMPANY. BEAM OvFRi AP np r_I IccFT DI A. /`r1Al irnri nKlIA. lr USSr - IVIV APPLIES) 200. ALUMINUM PHYSICAL PROPERTIES 2.00- SECTION 2. H WALL TWEB MON 1) TWALL 2x40.046 OA 00 0.935 H 2x5 0.050 0.116 1.380 H 2x6 0.050 o.120 i _920 WWALL 2x7 0.055 0220 2.375 2x8 6.072 I WEB I 0. 224 4.080 9 0. 882 0.306 5. 110 TWE 2x10 0.092 0.389 8.531 SNAP EXTRUSION SELF MATING HOLLOW BEAM TABLE BEAM ALUMINUM PHYSICAL PROPERTIES DPLI ES THIS PAGE CAN ONLY BE USED FLILINE INC. IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD. AUTHORIZED TO USE THE SUITE 1093 t MASTER FILE MANUAL OR IF WINTER PARK FL 32792 THE PAGE HAS AN ORIGINAL TEL (407) 679-7500- SIGNATURE AND SEAL. FAX (407) 679-9188arpE E-MAIL R - iz SECTION 1.2.5 1 DETAILS REVGM SCREEN ENCLOSURES 02/15/05 1/4"x2' LAG SCREWS 3/4'x3/4' O 24" O.C. MAX. ALUMINUM FERRULE 3/8'x8' LAG SCREW.TYP. 1 EACH SIDE OF BEAM SCREEN ROOF BEAM 2'x2"xO.125' ANGLE W/ 4# 10 EACH SIDE OF BEAM ANGLE SHIM OPTIONAL 'x2' FOR GUTTE WITH SPLINE GROOVE 1 4'x2' LAG SCREWS ANGLE SHIM 3/4'x3/4' ALUMINUM FERRU 3/8'x8" LAG SCR TYP. 1 EACH SIDE OF SCREEN ROOF BEAM 2'x2'x0.12 ANGLE W/ TEKS. SIDE OF BE FOR GLqYM WITH SPLINE ROOVE m BOX BEAM FLAT OR ANGI PURLIN WITH TAP N OR # 10— 3' SCREW 24' O.C. WITH 1 APCON OR 110— 3' SCREW THRU2x2" ANGLE 0 WALL ON EACH SIDE OF BEAM —\ EXISTING MASONRY WALL OR STUCCO WALL WITH LAG BOLT OR TAPCON ATTACHING TO WALL OR STUD SEE CONNECTION IN SECTION .1.2.6 2'X2'xO.125' ANGLE 0 EACI SIDE OF BEAM W/ 2-2'x 1 /4' THRU— BOLTS. —/ EAM TO STR U 1 /4"x2' LAG SCREWS 3/4"x3/4' O 24' O.C. MAX. / ALUMINUUMM FERRULE 3/8"x8' LAG SCREW,TYP. 1 EACH SIDE OF BEAMi ROOF BEAM 2'x2'x0.125' ANGLE W/ 4# 10 TEKS. EACH SIDE ANGLE OF BEAM SP sm OPTIONAL 1'x2' FOR GUTTER WITH SPLINE GROOVE BOX BEAM FLAT OR ANGLED) EXISTING ANGLED OR PLUMB Ix OR 2x FASCIAS 1-1 4'x2' LAG_ - EACH SIDE OF BEAM 24' O.C. ALONG 1'x2"II SCREEN CHANNEL J D EAI LS & TO k— 2'X2'xO.125' O 2-2'x1/4" THRU—E SIDE OF BEAM W/ THIS PAGE CAN ONLY BE USED FLILINE INC. F EU,:'sl IF THE CONTRACTOR IS SUITE S. SEMORAN BLVD- SUITE 1093AUTHORIZEDTOUSETHE TER PARK FL 32792MASTERFILEMANUALORIF = THE PAGE HAS AN ORIGINAL TEL (407) 679-7500 SIGNATURE AND SEAL FAX (407) 679-9188 S"E PE E—MAIL Af:E- SECTION 1.2.6 I DETAILS I SCREEN ENCLOSURES PURLIN CONNECTION TO HOSTSTRUCTURETOBEMAXIMUM OF 16" FROM BEAM AND EACH 16" THEREAFTER BEAM SIZE VARIES ` O sx BEAM TnBLES) 0 O USE 2" X 2 X . 0.125" SUPPORT ANGLE (EACH SIDE) SEE PURUN SCHEDULE SECTION 1.2.3 1 SCREW PER VERTICAL INCti SEE TABLE) . MIN BEAM CONNECTION BEAM TO PURUN USE 2"-#10 SMS SEE TABLE) REVISIONS 02/15/05 BEAM TO PURUN USE 2"- f 10 SMS INTO WOODFRAME SEE TABLE) STRUCTURE USE 4"-f10 SMS INTO CONCRETE STRUCTURE, USE 3 1 /2" TAPCON PURIIN CONNECTIONS INTO _ WOODFRAME STRUCTURE USE O 2"-110 SMS n d 1 INTO CONCRETE j STRUCTURE USE 1 1 /2' TAPCON ANGLE CONNECTION CONNECTION OF BEAM DIRECTLY TO HOST STRUCTUR-E c -. APPLIE THIS PAGE CAN ONLY BE USED FLILINE INC. FEB r IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD. AUTHORIZED TO USE THE SUITE 1093 MASTER FILE MANUAL OR IF WINTER PARK FL 32792 THE PAGE HAS AN ORIGINAL TEIL (407) 679-7500 SIGNATURE AND SEAL FAX (407) 679-9188 k.SH ON PEE-MAIL REVISIONS SECTION 1.2.7 DETAILS SCREEN ENCLOSURES 02/15/05 SPLICE PLATE SHALL BE MIN. 24 INCHES LONG, 1 NCH LESS HEIGHT THAN TWE BEAM THE SANE MINIMUM 12-1 10 TEK SCREWS ON EACH SIDE OF THICKNESS AS THE SPLICE ' , AND LOCATED NO THE CUT EVENLY SP 1 INCH CLEARANCE GREATER THAN 113 THE BEAM TH FROM THE END AT THE CUT AND kLL OF THE INTERNAL SPLICE AND LOCATED ON OPPOSITE ENDS THE MATED BEAM PLATE TYP 24' MIN. rl ' T J.1 2- l---- 12' MIN=12' MIN. SPLICE FOR BEAM SIWZLBE ON OPPOSITE ENDS OF THE 1MATFTI BEAM. BEAM SPLICE APPLIES FOR GUSSET CONNECTION SEE SECTION 1.2.4 1'-2'x .040' STRAP AT EACH UPRIGHT do MIDWAY BETWEEN UPRIGHTS. W/1 111 10 TEK KNEE BRACEATEACHEND KNEE BRACE SEE KNEE BRACE DETAILS SECTION 1.2.3 HOST —SPAN z STRUCTURE d SPAN DETAIL a* bl edss3l DOME FLAT OR NO SPLICE GABLE , ra ' Ll ES THIS PAGE CAN ONLY BE USED FUUNE INC. IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD. e AUTHORIZED TO USE THE SUITE 1093 - r MASTER FILE MANUAL OR IF WINTER PARK FL 32792 THE PAGE HAS AN ORIGINAL TEL (407) 679-7500 SIGNATURE AND SEAL FAX (407) 679-9188 y k ;t i ` p E - E-MAIL' _..t.. , REVISIONS SECTIONEH 1.2.10 DETAILS SCREEN ENCLOSURES 02/15/05 NM 4-) 1' LAIN. Mg;j? 1' 8u NO FOOTER 1 B" LEVEL TERRAIN _ ElB1 f 5 BAR SSTEEM FOOTER SLOPE 2 / 5 BM 1 IN6' 1' IN 3' CONT. RIBBON FOOTER-WHERE FOOTER IS NOT CONNECTED TO DECK. FOOTER WHEN SLOPE USE B*xB' CONCRETE RIBBON FOOTER W/ 115 REBAR 1 R IN 3' OR STEEPER OR WHEN DECK EXTENDSCONTTNUCx1STOSUPPORTUPTO2- X e UPRIGHT M' OR MORE P ULNA TO THE a STRUCTURE. USE V. 12- M CRETE RIBBON FOOTER W/ 2 5 REBARS CONTINUO F-7;70 UPRIGHTS LARGI R THAW 2" x 6' 1) FOOTER SHALL BEM N ROCK CLEAN SAND. OR STRUCTURALLY01SOUNDSOIL (> 1500 - THAT SMALL BE COMPACTED TO PROVIDE OPTIMUM BEARING CAPACITY TO SETRJNG. o 2) CONCRETE SHALL HAVE A 26 Y STRENGTH OF 2= PSI W/ FIBER MESH V 1jJy p OR 6x6-toxio w W MESH. 3) 3 - 13 BARS is EQUIVALENT TO 1 15 BARS. TY ICAL SCREEN DECK FOOTER DETAIL APPLIES A SHOULD BE NSTRIED AFTER PLETION OF SCREEN ENCLOSURES ALTERNATE 1 NOTE. SEE TYPICAL SCREEN DECK FOOTER DETAIL FOR FOOTER DETAILS AND SIZING_ ALT ATE -2 RIBBO OOTERS FOR BRICK VERS APPLIES THIS PAGE CAN ONLY BE USED FLILJNE INC. fIFTHECONTRACTORIS1025S. SEMORAN BLVD_` _ AUTHORIZED TO USE THE SUITE 1093 MASTER FILE MANUAL OR IF WINTER PARK FL 32792 THE PAGE HAS AN ORIGINAL TEL (407) 679-7500 SIGNATURE AND SEAL FAX (407) 679-9188 HeSHEP.E E-MAIL FL A P.E SECTION 1.2.11 DETAILS SCREEN ENCLOSURES 3'X3' ALUMINUM COLUMN 3 114 TEK SCREWS 3 /14 TEK SCREWS ON EACH SIDE. ON EACH S10E 2At E 10 3' 2' REVISIONS 02/15/05 37C3' ALUMNNUM COLUMN ANGLE O 3' 2 TAPCON EACH SIDE EMBEDDED 1 1/2- INTO FOOTER 2'X2X2' ISOLATED 2 TAPCON EACH SIDE FOOTER MATH 2.500 EMOOM 1 1/2' PSI CONCRETE ISOLATED FOOTER FOR SOLID ROOF POSTS APPLIES SCREEN ENCLOSURE WITH KNEEWALL MAXIMUM UPRIGHT SIZE- = 2'X6' CENTERED ON WALLSEE TYPICAL DECK PLATE& POST CONNECTION — - SECTION 1.2.2 WT13 BAR CONTINUOUS SET IN BOND BEAM BLOCK -. ALL CELLS AND 13 BAR AT 4' O.C. BOND BEAM BLOCK AND AT CHANGE FILLED WITH 2,500 IN DIRECTION PSI CONCRETE N IN 8'X8'X16' CMU LL1 CONCRETE DECK IN AREA OF KNEEWALL, N ..— CABLE BRACING WILL • •` ATTACH TO FOOTER ARPLI ES THIS PAGE CAN ONLY BE USED FLILINE INC. IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD. AUTHORIZED TO USE THE SUITE 1093 - MASTER WINTER PARK FL 32792 FILEMANUALORIFTEL ( 7) 679-7500 - THEPAGEHASANORIGINALFAX 407 - SIGNATUREANDSEAL ( ) 679-9188 sI, p,E ,{r E— MAIL RE l BEAM SPAN AND UPRIGHT HEIGHT TABLES SECTION SPAN SCREEN ENCLOSURES 6063-T6 ALLOY 1.3.2.120 B TABLES 16061 J5 ALLOY 6061-T6 ALLOY 120MPH EXPOSURE B ALUMINUM ALLOY: 6063-T6, 6061-T5, Sr 6061-T6 WIND ZONE: 120MPH EXPOSURE BALLROOFSTYLES SPANS FOR ROOF BEAMS FOR SCREEN ROOFIPOOL ENCLOSURES UP TO 150 MPH WIND LOAD ALL WIND SPEEDS PRESSURE 10 PSF MAX SPANS FOR WALL UPRIGHTS FOR SCREEN ROOF/POOL ENCLOSURES ROOF BEAM SPANS Interpolation between spans is permitted. ROOF SPACING (number of feet) 4' S' 6' 7' 8' 9• SPANS WALL UPRIGHT HEIGHTS Interpolation between spans is permitted. UPRIGHT SPACING (number of feet) 4' 5' 6' T 8' EIGHTS 2 X 4 - 0 KNEES 14'4 13'4 12'6 11,11 10'10 2 X 4 -1 KNEE 18'4 1T4 16'6 1511 14'10 2 X 5 - 0 KNEES 17'8 16'4 155 14 0 13 4 2 X 5 1 ::.`:EE 2i a v'4 1y'S i8v i7`4 9' 10'2 10'2 127 767 2 X 4 - 0 KNEES 2 X 4 -1 KNEE 2 X 4 - 2 KNEES 16'0 20'0 24'0 14'10 18'10 22'10 14 0 18V 22'0 13'3 1T3 21'3 12 9 16'9 20'9 12'3 16'3 20'3 X 5 - 0 KNEES 2 X 5- 1 KNEE 2 X 5 - 2 KNEES 19'6 23'6 2T6 18-2 3T 2 Z6'2 17'2 3? 3 252 16'3 2n•1 24'3 157 19.7 237 15 0 for 23'0 2 X 6 - 0 KNEES 2 X 6 -1 KNEE ' 2 X 7 - 0 KNEES 2 X 7 -1 KNEE 2 X 8- 0 KNEES 2 X 8 -1 KNEE X 6 - 0 KNEE$ 2 X 6 -1 KNEE 2 X 6 - 2 KNEES 23'2 ZT2 31.2 21.6 256 29'6 TO'4 T4'4 28'4 194 23'4 ZT4 1872 22'2 26'2 TiT 210 25'0 20'11 24'11 19'5 23'S 1 T6 21'6 16'6 20'6 15'5 19'S 14'6 1816 2 X 7 - 0 KNEES X 7 ' 1 KNEE 2 X 7 - 2 KNEES 252 30'2 34' 2 24' 4 28' 4 32' 4 22 9 26' 9 30 9 21' 9 25' 9 29 9 20' 0 24' 0 28' 0 19' 1 23' 1 2Tt 237 21-6 20.0 1in1T5 167 277 256 24 0 ZTS 21'S 207 2 X 8- 0 KNEES 2 X 8 -1 KNEE 2 X 8 - 2 KNEES 32' S 36' 6 40' 6 30' 4 34' 4 38' 4 287 327 3 77 2T2 31' 2 35' 2 25' 10 29' 10 33710 243 28' 3 32' 3 297 337 276 254 23'10 22'4 21'3 31' 6 294 ZT10 26'4 253 2 X 9 - 0 KNEES 2 X 9 -1 KNEE X 9 - 2 KNEES 359 399 439 33' 4 3T4 41' 4 31' 6. 35' S 39' 5 29' 11 33' 11 37' 11 28' 1 32' 1 36' 1 26' 6 306 2 X 9 - 0 KNEES 2 X 9 -1 KNEE 3?' 0 30'2 25'8 24'0 22'10 35' 0 34'2 337 33729'8 28'0 2610 34* 4 X 10 - 0 KNEES 3T5 36'1 34'0 32 3 3018 2 X 10 -1 KNEE 41'5 40'1 3810 36'3 34 8 Interpolation between is permitted NOTE 3: S dome flat, pans and heights using knee braces are used only for nos lice able roofs es. 297 337 2 X 10 - 0 KNEES 2 X i0 - i KNEE 2 X i0 -2 KNEES 44' 4 48' 4 52' 4 41' 4 45- 4 49' 4 39' 1 43' 1 4T1 37 3 41' 3 453 35' 8 39' 8 43' 8 38. 4 42' 4 Interpolation between spans is permitted. kne spans1: Roof spans using e braces are figured for knee braces f 4it on the horizontal. The difference In the knee brace length of less than or greater than 4ft on the horizontal will be deducted from or added to the the s NOTE 2: Wall spans using knee braces are figured for knee braces of Oft on the vertical. The difference in the knee brace length of less than or greater than Oft on the vertical will be deducted from or added to the span. NOTE 4: When henusing spans or heights In bold bordered areas -site pecific sealed engineering and layout drawings are required when n closurecosure is 40ft or greater in distance from tt regardless of which direction beams sp !9d/ ='t• TR *. height is 20ft or greater. -. F- THIS PAGE CAN ONLY FLILINE INC. BEUSEDBYACONTRACTOR THAT IS APPROVED TO USE THE MASTERFILE MANUAL OR THE PAGE HAS AN ORIGINAL SIGNATURE AND SEAL. 1025 S. SEMORAN BLVO . 93 EERPARKFLKFL _ WINTER3279 ~ ` TEL ( 407) 679-7500 REtp_$ Q 1 FAX ( 407) 679-9188 ", Q`;-ff.thepazdson,P.E. topifal RX..19333 2 A IVy ape 0/60 3 3 1 4, u' FOk f- cn y3/B 3/ - - f - - - - - x ti 36,E VIA 3 k H v 1 111/6 P 1 70 07) 1 '? +' 77'31- 't o tV24, N 5-73 `1 7 `i 1 1 c 1- 6-.)14 f M rn , Ml oho M M too M Qo 1L&YX )OD 2. fj S Z `fAlO S 1 &10 NL7T PLATTED S,89'40'43E koo N x789'40'4 961,90' _ — 0.-7, NOT PL A T TED NOT PLATTED 1 O 3 0.2' 1-$S rORY CONC BLOCK RCSI DENC£ ? ti a 42' CVNG1 CONC N t7N.89'40'43'W 218.00' 0.2, LALK 80.00MEADOWSTREETN.8.9.40'43'W, I 54,84' INGRESS/EGRESS EASEMENT I o N89.40'43'W. 240.69' I LEGEND I ( CONC = CONCRETE I R/W = RIGHT-OF-WAY- 7 I O FOUND Z IRON ROD fJJ82 . 41 = FOUND 5/8 " W IRON ROD #4887 x = 4 CHAIN LINK FENCE . NOTES: j Z I w 1. BEARINGS BASED ON THE AS BEINGE NORTH. T J 2 ff Z UNDERGROUND IMPROVE- I 2 l MENTS NOT LOCATED, I 3. SUBJECT TO EASEMENTS cz)I X AND RESTRICTIONS OF I RECORD. I I 4. SUBJECT PROPERTY LIES IN ZONE "C" ACCORDING I I TO FLOOD INSURANCE RATE MAP PANEL NUMBER I I 120289 0045'E, I DATED 4117195 5. DATE OF FIELD SURVEY,• I 8/18/99 I I I I I J N.89'40'43'W 60,00' I LAKE MARY BOULEVARD i f BOUNDARY SURVEY THE NORTH 104.35 FEET OF THE SOUTH 651.61 FEET OF THE S'W. CORNER EAST 80 FEET OF THE WEST 1041.89 FEET OF GOVERNMENT LOT 3, GOV.'T LOT 3 SECTION 10, TOWNSHIP 20 SOUTH, RANGE 30 EAST, TOGETHER WITHSECTION10-20-30 EASEMENT FOR EGRESS AND. INGRESS OVER THE NORTH 54.84. FEET OF THE SOUTH 547.26 FEET OF THE EAST 240.89 FEET OF THE -WEST 1041.89 FEET AND OVER THE NORTH 472.26 FEET OF THE SOUTH.547.?6 FEET OF THE EAST 60 FEET OF -THE , WEST 801 FEET OF .SAID GOVERNMENTLOT J. CERTIFIED TO: l HEREBY CERTIFY- DATE: 8118199 THAT THIS SURVEY MEETS THE 1 " = 60' JOSEPH C. GLASS MINIMUM TECHNICAL STANDARDS MONIQUE D. GLASS SET FORTH BY THE FLORIDA BOARD _ OF LAND SURVEYORS. IN OB No 99 51 1.11972BAYFINANCIALMORTGAGECHAPTER61G176, FLORIDA STEWART TITLE GUARANTY AOMINISTATIVEol CODE CENTRAL FLORIDA CONSUL TING SURVEYORS 629 MAITLAND AVE. TH MAS J. MG'MAHON AL TAMONTE SPRINGS, FL FL REG LAND SURVEYOR J4887 32701;; (407) 767-0166__ J r This In trument Prepared By: 278 South Finacial Court Sanford Florida 32773 Permit No. IUPIll) ill li.lliIIa11Ill liIll 11illitill 11ill liill 11ill 11111 MARYANNE MORSE. CLERK OF CIRCUIT COURT SEMINOLE CQUNTY BI1, 0€ 094 PG 1349 C; LERI-0 S # 2006012987 RECi) ROLD 01/25/2006 0106: 51 PM RECORDINS'FEES 10.00 RECORDED BY D Thonas STATE OF FLORIDANOTICE OF COMMENCEMENT COUNT'' OF note, THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice ofCommencement, 1. Description of Property(Legal Descriptive): Lot , Block , Subdivision according to the plat thereof as recorded in Plat Book page(s) Public records of 5 e-t"Yi'trloI County, Florida. also known as: "1 ZO Heo- 6ow 5t. 2, General description of improvernent(s): Owner information: a. Name and address: OSe M w ' C to S5 b. Interest in the property; Fee S ple O V 5 1 Fc. Name and address of fee simple title holder, (if other than owner): 3 Contractor (Name/Address): Sppeclalty Construction & Design-:; '- wiE i`RURT 2189 South Fi.na.cial CourtSanfordFlorida32773Surety:.. N/A a. Name and address: Z V b. Amount of bond: L ZALender: (Name and Address Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as providedbySection713,13 (1)(a)7., Florida Statutes: a. Name and Address: 8. Inadditiontohimself, Owner designates the following person to receive a copy of the Lienor's Notice asprovidedinSection71:1.13(1)(b) Florida Statutes: a. Name and Address: 9. Expirationdateofnoticeof commencement (1 year from date of recording, unless different date is specified) v C- IN LE Cpt) ELORtOA S ct. Jai The foregoing instrument wns acknowledgcd before ntc this day of b who Is personally known !o meorwhoproducul Cv[ as identification and who did nottakeanoath. ,--=--'•' L.- . .. - . Power of Attorney Company Representing: Specialty Construction and Design, Inc. 2789 South Financial crt Sanford Florida 32773 I hereby name and appoint Danielle Paquette of Specialty Construction and Design Inc. to be my lawful attorney -in -fact to act for me and apply to for a pool enclosure permit for work to be preformed at a location described as: Legal 10+3 Address 7 c O d InQSt;, o )&.2 " , Sc)-,ni' b d' Owner CV U (1 And to sign on my behalf and do all things necessary to this appointment. Card Holder: Dennis. Rupert License umber: CG 047510 SIGNATURE The foregoing instrument was acknowledged before me this day of , 2005, by Dennis Rupert who is personally known to me. Notary Signature Print Name State of Florida County of Florida My commission expires KIM R. COOPER Notary Public - State of Flodda My Commission Expires Jul 28, 2009 Commission # DID 455719 N Bonded By National Notary Assn. Seminole County Property Appraiser Get Information by Parcel Number Page I of 1 19L DAvm .7oHiisom CFA, ASA PROPERTY Ism APPRAISER 99R R 19C 19E 19J 191 19H '19G SEMINOLEC OUNTYF _ 1101 E.FIRST ST ' i MEADOW ST SAHFORD,FL32771-146B 2 407 - 665 - 7506 1922A23B , F21 - 1 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 10-20-30-300-0191-0000 Number of Buildings: 1 Owner: GLASS JOSEPH C & MONIQUE D Depreciated Bldg Value: $56,215 Mailing Address: 720 MEADOW ST Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $12,768 Property Address: 720 MEADOW ST SANFORD 32773 Land Value Ag: $0 Subdivision Name: Just/Market Value: $68,983 Tax District: S1-SANFORD Assessed Value (SOH): $46,888 Exemptions: 00-HOMESTEAD Exempt Value: $25,000 Dor: 01-SINGLE FAMILY Taxable Value: $21,888 Tax Estimator SALES 2005 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified Tax Value(without SOH): $892 WARRANTY DEED 08/1999 03717 0928 $58,000 Improved Yes 2005 Tax Bill Amount: $410 WARRANTY DEED 05/1995 02921 0515 $42,500 Improved Yes Save Our Homes (SOH) Savings: $482 WARRANTY DEED 05/1978 01174 0164 $27,500 Improved Yes 2005 Taxable Value: $20,522 WARRANTY DEED 01/1978 01152 0734 $15,000 Improved Yes DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land Method Units Price Value LEG SEC 10 TWP 20S RGE 30E N 104.35 FT OF S 651.61 FT OF E 80 FT OF W 1041.89 FT FRONT FOOT & 80 104 .000 190.00 $12,768 OF GOVT LOT 3DEPTH BUILDING INFORMATION Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost Num New 1 SINGLE 1965 3 840 1,326 1,080 BOCKONC $ 56,215 $71,158 FAMILY Appendage / Sgft UTILITY UNFINISHED / 96 Appendage /Sgft BASE/240 Appendage / Sgft SCREEN PORCH UNFINISHED / 150 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished.Base Semi Finshed 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 year's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web.seminole_county_title?PARCEL=102030300019I0... 1 /12/2006