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Home My WebLink About138 Crown Colony Wayt Permit # : CU 5 _ ` ~ Job Address: CITY OF SANFORD PERMIT APPLICATION Date: Description of Work: fit' P G l tfCijn r-v-m e)(\, 5 Historic District: Zoning: Value o Work: S 3 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool _ Electrical: New Service — # of AMPS Addition/Altemtion Change of Service Temporary Pole Mechanical: Residential Nor. -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines N of Gas Lines Plumbing/ New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential _V_ Commercial Industrial Total Square Footage: r;q0 Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #• Owners Name & Address: Attach Proof of Ownership & Legal Description) T -_ Phone: C^ dd etorName & Aress: . in est s- SQ /l<' Z _ ' `` IJ (_ `Sf\eiee>- 'i r I Phone Bonding Company: Address: Mortgagi Address: Architect Address: Contact Person: lbw _ M w' NQso Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 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 constructionandzoning. 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 maybe additional pe its required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit ' e ' rca ' n t 1 notify the owner offhe Vroperty of the requirements of Florida Lien , FS I .. ' Signatureo Contractor/Age Date rint Owner/ Agent's Name Print Contractor/Agent's Name fJ J0 A Signature ofNotary -State of Florida ate Signature of Nota - Date Rebecca R. Kemm DEBBIE BLANTON aQ MY COMMISSION* DD tti8491 Owner/AgZjU t t5# 9 o genEW St£41Z K@Dy RJ1b% to or Produgy ID , Xrl es: pr, , 7 / / 9.,. AZ Dixa+rA Q o a` Atlantic B/ ot tling Co., btc. APPLICATION APPROVED BY: Bldg: U- Z t0 O's Zoning: Utilities: FD: Initial & Date) ( Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: 400 TFt VIOMNT PR PARED BY-.. rest Nu. : I/5! Dec. 22 2004 81: 11PM P1 NAME ADDR.aoV c.c lG i Spa° COUNTY aCE OF COMMENCEMENT Sbte of Florida County of Semmole a e 1-.o Permit No. Tau Folio No. (PlD) Q Qs Cw `G The vad"pod breby gives notice that 1m; r ezumt MI. be made to catam teal property, and in wourdance Web Chapter 713, Florida Suttees, the fW beg bfinostion is provided in No Notion of Commmoo md. ad and address) GENERAL DESCRIPTION OF IMPROVEMENT W i-Z`4- Strel,., a"^, - OWNER INFORMATION Name sad addt,m ( ` lotereat in property (Fee Simple, Partnership, dc.) NAME AND ADDRESS OY FEE SIMPLE I, IF (TIM TRW Ownm) BVRETY (Bonding Compairy) Nomad sddrms IIII1111191pU111p111NIppUIUpUi11UBiUlp MARYANNE MORSE, CLERK OF CIRCUIT COU: SEMINOLE COUNTY BK 05586 pG 1286CLERK'S # 2005010341RECORDED01120120@512:22:59 pmRECORDINGFEES1®.@@ RECORDED BY G Harford Amamt ofBoad LENDER / Name sad address ' t iYsws.._...1.+.`20S.M.pR. l.l..R PalnefnssY. .. .. 'JC lT.wlLYlh ITA R?.•J.F+.. 'S w.... Persons within dw State of Florida designated by Owner upon whom notice or other docuos us may be saved as provided by Section 713.13(lXa)7., FloridrStaW4w Name and address w 1 PC In addition to himselt: Owner designates of to receive a copy of the Lieoees Notice as provided in Section 713(l)(b), Florida'Staa us• iCOPY, e t CERTIFIED, _., ERKY0NCIRCUI1 CO) 09NIV;, fL01 i6l*adn date ormoties otCommeaeetaant The ewirdion date is 1 year tine date of recording unless a 'is K Siyariute ofOwner as -- Rebecca R KeMM sad w belo me this Dq ell Jlo f ' , `' v`Fr;;_ Commission #DD369927 My Coaioa >FsP1: - Expires: Arr 09, 2007 Notary Nmk OF Fo ,. Bonded 7hru Atlantic Bonding Co., Inc. Th e+rforegoing' was edged before me this -a day of Ce CC 20 C _ ii c. (7C.Ii l lZ fit• l (mme ofpwwn acb uwledged), who is perscoa y, Imown to toe or who'bas produced (type of ideseftsfics) as ineoti6cttioa ad who dWdid not tales an oath. BAN 2 0 2005, M POWER OF ATTORNEY Date: S I hereby name and appoint eArb Q rg t` co IkM C100, Of (I-sertC2 A\ Vy1-k_ to be my lawful attorney In fact to act forme and apply to the Ccysfo-Sar\- ,D rdl Building Department fora S C reQ,r\, (-ats r r— permit For work to be performed at a location described as: Section Township 4 Range Subdivision Owner of Property and Lot Block and to sign my name and do all things necessary to this appointment. 04 ram- - QIQG Oakvu(p ec -Co s(jPxo 1 Type or Print Name of Register or Certified Contractor and Contractor's License Number Signature of Register or Certified Contractor The foregoing instrument was acknowledged before me this _1-' day of • of 20M_ By FMCA Who is personal am.tame/who produced As identification and who did not take oath. State of Florida County of CL v..... Rer—cca R. Kemm CommifitaWDD369927 Notary Public, Orange County, Florida Nv Expires: Apr 09, 2007 o Bonded Tluu Atlantic Bonding Co., Inc. DESCRIPTION: LU 1 44 L KUVv v c.v1—v1v' "L "'L" SEMINOLE 6 1 76 M w 76 PUBLIC RECORDS ESof cou" FLORIDA a.. r nrvur PAG) IDYL. LWILDE OF LOCH ARBOR 5ECTION - 6 PLAT BOOK 21, PAGE 40 1 Ln WZ 1- a z 3 o-- N W Q I- w o zz J W ZZ oCC 0 1- U Z LOT 25 Co CDO Sri m a a rP 4 o. N 3 3 LOT5, BLOCK 'B' NOOO11' 46"W 74.50' f 5- F.E. i to V I 1-jL- 20' D.E. ' bs -%' A no 0 Ga F-IC- Q' 99 L. a GK i Iau. E. l I mR N N W O Z 3 l D s a 2a 0 Q LL GRAPHIC SCALE H W o z z 1 W C) LOT 23 O O O O ' r Sri ro?y mw 0 Z PLANS REVIEWED ITYOFSaNFND500 1 1'46"E 74.50' , b b o F o ui \Z\ ai a N \ CROWN COLONY WAY NOTES: - BEARINGS ARE BASED ON THE CENTERLINE OF s00' 1 114CE FLOWCER71RCATION Fpu ,,v 314-4 I. CROWN COLONY WAY BEING SOO71'410E. 2, UNDERGROUND IMPROVEMENTS, ROOF OVERHANGS BASED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE L5 CERTIFIED TO AND FOOTERS HAVE NOT BEEN LOCATED. 3. ELEVATIONS ARE BASED ON NATIONAL GEODETIC RATE MAP, THE STRUCTURE SHOWY HEREON DOES NOT LIE WITHIN Susana M. Rocha Wholesale Lender VERTICAL DATUM OF 1929. 4. BUILDING TIES ARE TO FOUNDATION. THE 100 YEAR FLOOD HAZARD AREA. THIS STRUCTURE LIES IN ZONE " X '• America' s Kampf Title & Guaranty Corp. 5. BUILDING TIES ARE NOT TO BE USED TO CONSTRUCT DEED OR PLATTED LINES. COMMUNITY PANEL NO. 120289 0040 E EFFECTIVE DATE: APRIL 17, 1995 Adnoram Title Company, Inc. 6. BEARINGS AND DISTANCES SHOWN HEREON ARE MEASURED AND PER RECORDED PLAT UNLESS MAP REVISION DATE: SUBJECT To CHANGE) Chicago Title insurance Co_ OTHERWISE NOTED.MATION AFURTHER THISTNSTRUME S NOT INTENDE°OTOERE SURVEYORS MAPPERS MAKE NO OR HERES, AGREEMENTS AND OTON LINndMARSNTS GH S OF WAY, LAND PERTAINING TTHE OAND EM , ... IGHT uATT RS. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. 3'--- QX2) QX2) fU x o N(3X2) v cn o QX2) 7.7'----7/ a N a ATTACHES TO THIS HOST STRUCTURE VIA 'C' CHANNEL 3'X48' .024 COMPOSITE ROOF PANELS (ELITE) 3' 2X2 EDGE BEAM r u c`u ccu T Y P ti ccu M M M M M v v v 2X2 YP v co x ED SENEZ ALUMINUM GALLAGHER w 138 CROWN COLONY WAY DELTONA, FL N IZ 4 Irof 09 SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM (SEE TABLES 3A.1:3) r i ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM (SEE TABLES 3A.1.4) SECTION 3A HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CML ENGWEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (388) 707.4774 FAX: (386) 767450 PAGE C COMIGHT 2M Ed Se ez Avv t ® Ial rio 381 ero s rOarc PWRENCE E. sENNErT. P.F, 3A-1 SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) LW` FOR MAX. H* /// UPRIGHT'//j HEIGHT (h) 1" x 2" MIN. 3-1/2" SLAB ON GRADE VARIES OR RAISED FOOTING TYPICAL SCREEN, ACRYLIC OR VINYL ROOM ( FOR FOOTINGS SEE DETAILS PAGE 3A-37, 38, 39) W/ SOLID ROOF TYP. FRONT VIEW FRAMING I ( HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) LW LOAD WIDTH FOR ROOF BEAM ALTERNATE CONNECTION P/2' 'P/2' @ FASCIA ALLOWED SIZE BEAM AND UPRIGHTS ( SEE SECTION 7 FOR DETAILS) SEE TABLES) ul O.H. U SOLID ROOF NO MAXIMUM / / C ELEVATION SLAB OR GRADE) P = PROJECTION FROM BLDG. VARIES VARIES LW = LOAD WIDTH NOTES: P' VARIES 1. ANCHOR 1' x 2". OPEN BACK EXTRUSION W1 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C. AND W1 IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL W/ #10 x 2-1/2" S.M.S. W1 WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW T-O" O.C.. ANCHOR BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W1 WASHERS @EACH POINT OF CONNECTION. 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3 4. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 130 140 150 10 1 #12 1 12 TYPICAL SCREEN ROOM SCALE: 3116' = V-0" Lawrence E. Bennett, P.,E. FL # 16644 Gv2 ENaINMR- DEVELOP WNT CONSMTANT P.O. BOX 2143M SOUTH DAYTONA FL 32121 7El;PHOK: (38677g 7T4 FAX: (38M 76745M PAGE COPYRIGMT2004 d Se -2lumi gERMISSIDNOFLAWRENCEE.BENNETT,P.E. SECTION 3A EDGE BEAM 1" x 2" OPENBACK ATTACHED TO FRONT POST W/ 10 x 1-1/2"S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. FRONT WALL GIRT 1 " x 2" OPEN BACK ATTACHED TO FRONT POST W/ 10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: 2) # 10 x 1-112 S.M.S. HROUGH SPLINE GROOVES IDE WALL HEADER JTACHED TO 1" x 2" OPEN LACK W/ MIN. (2) #10 x 1-112" M. S. IDE WALL GIRT ATTACHED TO x 2" OPEN BACK W/ MIN. (3) 10 x 1-112" S.M.S. IN SCREW OSSES FRONT AND SIDE BOTTOM RAILS ATTACHED TO ON%' rN W/ 114" x 2-114" 0NCRETE/ MASONRY NCHORS Q 6" FROM EACH OSTAND 24" O.C. MAX. AND JALLS MIN. 1" FROM EDGE OF ONCRETE TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3" = V0 Lawrence E. Bennett, P.E. FL # 16644 C11Rf. ENGINEER -DEVELOPMENT CONSULTANT P. O. BOX 214368. SOUTH DAYTONk FL 32121 TELEPHONE ( 388) 787-M4 FAX: ( 386) 787400 PAGE 0 COPYRIGHT 2884 SeBA- Suml um SJETSI pftlG@jRqj B I jn<I jJCrtjroV"(djqERMiSSIOH OF LAWRENCE E. BENNEff, P.E. 1 E SCREEN, ACRYLIC & VINYL ROOMS COMPOSITE ROOF PANELS: 4)1 /4" x 4" LAG BOLTS W/ 1-114" FENDER WASHERS PER 4'-(Y' PANEL ACROSS THE FRONT AND 24" O.C. ALONG SIDES 2" x 2" OR 2" x 3" HOLLOW GIRT AND KICK PLATE 2" x 2" HOLLOW RAIL POST ATTACHED TO BOTTOM W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES TYPICAL UPRIGHT DETAIL SCALE: 3" = T-0" SECTION 3A RISER PANELS ATTACHED CHAPTER 7 HEADER ATTACHED TO POST W/ MIN..(3) #10 x 1-1 12"S.M.S. IN SCREW BOSSES 2"x2",2"x3"OR34x2" HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 1/2" S.M.S. IN SCREW BOSSES 1" x 2" OPEN BACK BOTTOM RAIL 1/4" x 2-1/4" MASONRY ANCHOR @ fi" FROM EACH POST AND 24" O.C. (MAX.) Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMEMT CONStXTANT P.O. BOX 214388, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 787-4774 FAX: (388) 797-M PAGE COPYRIGHT ZM Ed Sen 2LAWRENCE E. BENNETT. P.E. 3A-7 SECTION 3A UNIFORM LOAD d 7ra A I B SCREEN, ACRYLIC & VINYL ROOMS SINGLE SPAN CANTILEVER UNIFORM LOAD 2 SPAN UNIFORM LOAD UNIFORM LOAD f1 UNIFORM LOAD 3 SPAN 4 SPAN NOTES: 1) 1 = Span Length a = Overhang Length 2) All spans listed in the tables are for equally spaced distances between supports or anchor points. 3) Hollow extrusions shall not be spliced. 4) Single span beams shall only be spliced at the quarter points and splices shall be staggered. SPAN EXAMPLES FOR SECTION 3 TABLES SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CfVX E VGWEEt - DEVEILOF%AENT CONSEXTANT P.O. BOX 2143". SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 787.47T4 FAX: (386) 707-M PAGE Q ® COPYMHT2M d S9iIum1 Urn BAi i r iii t ,IN ZiY PI O MIS510N.OFLAWRENCEEBENNETT,P,E. M 11 Ed SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A Table 3A.1.1-120 Allowable Edge Beam Spans - Hollow Extrusions For Screen or Vinyl Rooms For 3 second wind gust at 120 MPH Velocity; using design load of 13 NSF (43 #!SF for Max. Cantilever) D63 T-6 X 2" x 0.055" az. Span'L' f (bending ')' or d— lon'dj Load Max. Spa n'L' ! bendin 'b' or datiectian j 2 Spanp 3 Spanp 4 Span Max. CantileverWidth (ft.) Max. 3 Span 4 Span Width (ft.) Cantilever 6'-3" d f3- 4" d 1'-0" d 5 5'4" d 6'-T' d 6'-9" d l'-1" d g 5-10" d 5'-11" b 0'-11" d 6 5'-0" d 6'-3" d 6'-4- d T-0" d 7 4' 6" d 5'-7" d 51-W b 01,11" d 7 4'-9" d 5'.11" d 5'-11" b 0'-11" d 8 41-4" d 51-C b 5'-1" b 01-10' d 8 4'-7" d 5'-8" d 5'-7" b 0'-11" d 9 4'-2" d 5'-11" b 4'-10" b 0'-10- d 9 4'-5° d 1 5'-5" d 1 51-3" b b 0'-10" d 10 4'-0" d 4'-9" b 4'41' b 0'-10" d 10 4'-3° d 5'-2" b 5'-0" 0'-10" d 11 3'-11" d 41-W b I 4'-4" b 0'-9" d 11 4'-l" d I 4'-11" b 1 4'-9" b T-10" d 12 3'-9" d 4'4' b 1 4' 2" b 0'-9" d 12 T-11" d 1 4'-9" b 4'-7" b 0'•10- d 3"x2"x0.0 Max. span IL' f (bonding'b' or deflection'd 3"x2"x0:070" Load Max. Spa n'L' f bending b' or deflection 'dLoad Width (ft.) 4 Span Max. Width (ft.) 1& 2 Span 3 son 4 Span Max Cantilever, 1 & 2 Span 3 Span Cantilever 5 5'-B" d T-1" d T-2" d 1-2" d 5 6'-5" d 7'-11" d 8'-1" d V-3" d 6 T 4" d 61-8" d. 6'-9" d V-1" d 6 6'-0° d 7"-5" d 7'-7" d 1'-2" d 7 5'-1" d 8'-4" d 6'-5" d V-0" d 7 5'-9 d T-1' d T-3 d 1'-2" d 6 4'-1V d 614' d 6-2" b 0'-11' d 6 5'-6" d 6'-9" d 6'-11" d 1'-1" d 9 41-8" d V-1 D" d 5'-9" b 0'-11" d 9 5'-3" d 81-6" d 61-6" d V-1" d 10 4'-6" d 5'-T' d 5'-0" b 0'-11" d 10 5'-1" d 6'-3" d 6'-5" d 1'-0' d 11 4'-5" d 5'-5" b 5'-3" b 0'-10" d 11 4'.11" d 6'-1" d 6'-3" d 0'-11" d 12 4'-3" d 6'-2" b 5'-0" b 0'-10" d 12 4'-9" d 5'-11" d 5"-11" b 0'-11" d 2" x 3" x 0.045" 2" x 4" x 0050" Load Max. span It:f bending `b' or deflection 'd' Load Max. So 'I: f bending'b' or deflection'if) 2 Span 3 Span 4 Span Max' Width (ft.) 1& 2 Span 3 SpanI 4 Span Max.. CantileverWidth (ft.) 1 Cantilever 5 T-1" d 8'-9" d 8'-9" b 1'-5" d 5 9'-2" d 11'-4" d 11'-2" b 1'-10' d 6 6'-B" d 8'-3" d T-11' b 1'4" d 6 8'.8" d 10'-T' b 10'-3' b 1'-9" d 7 6'4" d T-B" b T-5" b, 1'-3" d 7 8'-2" d 9-9" b 9-5" b V-8" d 8 6'-l" d T-2" b 6-11" b V-2" d 8 7'40" d 9'-2" b 8'-10" b 1'-7" d 9 5'-10" d 6'-9' b 61-6" b V-Z' d 9 TO d 8'-8" b 8'4b T-6" d 10 5'-7" d 6'-5" b 6'-2" b V-1' d 10 7'-3" d 8'-2" b T-11" b 1'-0" d 11 5-5' d 6'-1" b 5'-11" b 1'-1" d 11 6'-11' b 1-.10- b T-7" b 1'-5 d 12 5'-3" b 5'-10" b 5'-8" b V-1" d 12 6'-8" Notes: 1. Above spans do not Include length of knee brace.- Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be Interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - OEVELOPWNT CONSULTANT P. O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: ( 386) 767-4774 FAX:, ( 386) 767-65M PAGE COPYRIGHT 2004 31A-11 z Alter, i'%@@ wg kt tjN,Vti G£U TBfl 1 'Mrr t3 BNl siOl11 LAWRENCE E. BENNETr. P.E SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 Allowable upright Height e lti 5,g r Header Spans for Screen, Acrylic or Vinyl Aluminum Alloy 6063 T-6 1_.-J -E 44 AIOC For 3 second wlnu gust at 11v mrn vu-1-w—r9 — -v —V.. ---- -• - - ----- Tributary Load Width'W' = Purlln Spacing Sections T-0- 3'-6" 1 4'-0" 4'-8" 5'-0" 5'-6" 6'-6" Allowable Height 'H' 1 bending'b' or deflection'd' 2" x 2" x 0.044" Hollow W-5' b 8'-9" b 8' 2" b T-8" b 7'-4" bN77 6'-Er b 6'-T b 6'-2"' b 5'-11" b 2" x 2" x 0.066" Hollow 10'-3" b 9'-6' b 8'-11" b 8.-WT b T-11" b T-3'' b 6'-11" b 6'-9" b 6'-6" b 3" x 2" x 0.045" Hollow 1 T-3" b 10'-5' b 9'-9" b 9'-3" b 8'-9" b 7'-11" b T-8" b T-5" b T-2" b 3" x 2" x 0.070" Hollow 12'-9" d 12'-2" d 11'-7" d 10`-11- b 10'-5' b 9' G" b 9'-2" b 8'-10' b e' B" b 2" x 3" x 0.045" Holbw 12'-9" b 1 i'-9" b 11'-0" b 10' S" b 9'-10" b 8'-11" b e' 8" b 8' 4" b 8'-1" b 2" x 4" x 0.050" Hollow 16'-3" b 15'-1" b 14'-1' b 13'-3" b 12'-7" b 111-6" b 11'-0" b 10'-8" b 10'-3" b Z"x 4" x 0.045" S.M.B. 19'-1" b 17'4" b 16'-S' b 15'-7" b 14'-9" b 14'-1" b iT-8" b 12'-11" b 12'-6" b 17-1" b 2" x 5" x 0.050" S.M.B. 23'-7" b 2i'-10" b 20'-5" b 19'3" b 163" b 1T 5" b 157b 16r—O' b 151-5" b 14'-11" b 2" x 6"x 0.o50" S.M.B. 26'-1" b 24'-2' b 22'-7" b 21'-3" b 20'-2" b 19'-3" b 18'-5" b 1T-9" b 17'-1" b 16'-6" b 2" x 2" x 0.044" Snap 11'-3" b 10-W b 77 b 9'-2" b 81-8" b 8'-3" b T-11" b T-T' bl. T-4" b 7'-1" b 2" x 3" x 0.045" Snap 14W b 1 T-4" b 12'-5" b 11 7 b 1 T-2" b 10'-T' b 10'-2" b 9 -9" b 9' 5" b 91•1" b 2' x C x 0.045" Snap 1T-7" b1 16'3" b 1 15'-3' b 74" b 13'-7" b 1241" b 1 12'-5" b I 11'-11" b I 11'-V" b 11'-1" b For 3 seconu wino gust at rcv mrn rcwony, -- - v ,."o.n...-- _.._ ..._. Tributary Load Width 'W' m Puriin Spacing Sections 3-4-31-6" 4':F 4'-8" SW' Tf 6•-D" 6'-6" 7`-6" 11— IF snit 'H' / bending V or deflection'd' 6'- 5" E2" x x Q M" Snap 10'-4" b 9'-7" b W-11" b 8'-5" b T-11" b 7'-7" b T-4" b 7'-U" b b'-a- o o -o 0 x 0.045" Sn 13'3" b 12'3" b 11'-5- b 10'-9" b 101-3" b 9'-9" b 9'.4" b W-11" b 8'-B" b 8'-4" b x 0.045" Snap 16'-2" b 14'-11" b 14'-W b 13'-2" b 12' 6" b 11'-11" b 11'" b 10'-11' b 10'-T" b 10 3" b Notes: 1. Above spars do not Include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be Interpolated. Lawrence E. Bennett, P.E. FL.# 16W Clvll. EAI ASS - DEVELOPMENT CONSULTANT PA. BOX 214360, SOUTH DAYTONA. FL 32121 TELE? HONE: (388) M-47r4 FAX ( 386)707.65% Seneze Alu iiW=)eWiEdt) , Eric Gallagher, 138 Crown Colony way 3A 2"P NDT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENN07, P.E. r F-SECTI0N.3A-j SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 Allowabf e g1t, hair Rail Spans or Header Spans for Screen, Rooms Aluminum Alloy 6063 T-6 44 4110C For 3 Secono w111O gust at r , u mrn ro,wn , Ma•".y .• --__ _. _ _ ... _ _ Tributary Load Width - Pudin Spacing Sections 3'-0" 3'-8" I 4'•0" 1 4'-6" 1 T-0" I 5--6" 1 5'-0" fi' 6" 7'-0" 7'-6" Allowable Height 'H' 1 bending 'b' or deflection 'd' 2" x 2" x 0.044" Hollow T-5" b 8'-9. b 8'-2" b T-8" b 7'4' b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 2" x 2" x 0.06" Hollow 10'-3" b 9'-6" b 8'-11" b 8'•5" b T-11' b T-7" b T-3" b 6'-11" b 6'-9" b 6' 6" b 3" x 2" x 0.045" Hollow 11'-3" b 10-5" b 9'-9" b 9'-3" b 6'-9" b 8'-0" b T-11" b T 8" b T-5" b T-2" b 3" x 2" x 0.070" Hollow 17-9' d 12'-2" d 11'-7" d 10'-11" b F-5 b 9'-11' b 9'-6' b 9'-2' b 8'-10' b 8'-B" b 2" x 3" x 0.045" Hollow 17-9 b 11'-9" b 11'-0' b 10'-5" b 9'-10° b 9'-5" b 8'-11" b B' 8" b 8' 4" b 8'-1" b 2" x 4" x 0.050" Hollow 16'-" b 15'-1' b 14'-1' b 13'-3" b 17-7" b 12'4r b 11'-0" b 11'-0" b 10' 8" b 10'-3" b 2^x 4" x 0.046" S.M.B. 19'-1' b 1T-8" b 16-W b 15'-7" b 14'-W b 14'-1' b 13' 6" b 12'-11" b 12'-6" b 1 b r x 5" x 0.050" S.M.B. 23'-7" b 2V-10" b 20'-5" b 19'-3" b 18'-3" b 17'-5" b 16'-8° b 16,4r b 15'a° b 14" b 2" x 6" x 0.050" S.M.B. 26'-1" b 24'-2" b 227 b 21'3" b 20'-2" b 19'-3- b 18'-5" b 1 T-9' b 17'4" b 16'-6" b 2" x 2" x 0.044" Snap 11'-3" b 10'3' b 9'-9' b 9'-2" b 8'$" b 8'-3" b 7'-11" b 7'-7" b 7'•4" b 7'-1" b 2" x 3" x 0.046" Snap 14'-4" b 13' 4' b 17-5" b 11'-9" b 11'-2" b 10-7" b 10'-2" b 9'-9" b 9 u" b 9'-- i b 2" x 4" x 0.045" snap17-7" b 16'-3" b 15'-3' b 14'-0" b 13'-7" b 12'-11" b 17-5" b 11' 11" b 11-4 b 11'-1" b Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL.# 16W CIVIL ENI NNEER - DEVELOPMENT CONSULTANT P.O. BOX 214369. SOUTH DAYTONA. FL 32121 TELEPHONE:. (366) 767-4"4 FAX (386) 76745M Senez Alul(ni@jm)6pwsial1*) , Eric Gallagher, 138 Crown Colony way 3A-24 II NOT TO BE REPRODUCED IN WHOLE OR IN PART wITHOUT THE WRrrTEN PER tSSION OF LAW RENCE E. BENNETT, P.E. SECTION 3A 1/4° x 6" RAWL TAPPER THROUGH 1" x 2" AND ROW LOCK INTO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NON- STRUCTURAL KNEE WALL 1" WIDE x 0.063" THICK STRAP @ EACH POST FROM POST TO FOOTING W/ (2) #10 x 3/4" S.M.S. STRAP TO POST AND 1)114" x 1-3/4" TAPCON TO SLAB OR FOOTING F iD M SCREEN, ACRYLIC.& VINYL ROOMS. ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB (SEE NOTES CONCERNING FIBER MESH) 1) #5 0 BARS W/ 3" COVER TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4" = 1'-0" 4" MIN. (2) #5 BAR CONT. 2'-0" MIN. 3-112" (TYP. BEFORE SLOPE ALL SLABS) 00Z TYPE I FLAT SLOPE / NO FOOTING 0-2" / 12" 1) #5 BAR CONT. MODERATPwfteF E FOOTING 2" / 12" - T-10" i A;M\r" d 12" TYPE III STEEP SLOPE FOOTING V-10" Notes: 1. The foundations shown are based 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. 2. The slab / foundation shall be cleared of debris, roots, and compacted prior to placement of concrete. 3. No footing other than 3-1/2" (4" nominal) slab is required except when addressing erosion until the projection from the host structure of the carport or patio cover exceeds 2V-0". Then a minimum of a Type Il footing is required. All slabs shall be 3-112" (4" nominal) thick. 4. Monolithic slabs and footings shall be minimum 2,500 psi concrete with 6 x 6 -10 x 10 welded wire mesh or crack control fiber mesh: Fibermesh OD Mesh, InForcem e3Tm (Formerly Fibermesh MD) per maufacturer's specification may be used in lieu of wire mesh. 5. If local building codes require a minimum footing use Type II footing or footing section required by local code. Local code governs. See additional detail for structures located in Orange County, FL) 6. If a carrier beam or fourth wall frame is required use a Type II footing minimum. SLAB -FOOTING DETAILS SCALE: 3/4 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CML ENGINEER - DEVELOPMENT COINSULTANr P.O. BOX 214368, SOUTH DAYMNA, FL 32121 TELEPHONE: (386) 7674774 FAX (386) 767-6556 PAGE. Q D P,QYR.IGaH T 2}004 I • Q ,IdcJgRaNumump 01BLi&no Jt'L'R IN AKFtlYI t)T Y 7e) RMIS410N OF LAWRENCE E. BENNETT, P.E. FIE I SECTION 7 1 SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER 10 x 1-112" S.M.S. OR WOOD WOOD SCREW (2) PER RAFTER OR TRUSS TAIL 10 X 3/4" S.M.S. OR WOOD SCREW SPACED @ 12" O.C. EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR OTHER CONSTRUCTION FOR MASONRY USE 1/4" x 1-1/4" MASONRY NCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1.7112" S.M.S. OR WOOD SCREWS @ 12" O.C. 8 x 112" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS ROOF PANEL EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL SCALE: 3" = V-0' 8 x 1/2" S.M.S. SPACED @ O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS 4— ROOF PANEL ROOF PANEL TO WALL DETAIL SCALE: 3" = V-0" WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA FRAMING WHERE POSSIBLE ONLY. 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAWS DEPTH't". THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.W. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: woll 0 140 1501012i2 Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGWEER - DEVELOPMENTCONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (388) 7674774 FAX: (M) 7674WS PAGE Q COPYFdGHT2M 1—/ Ed S SOLID ROOF PANEL PRODUCTS MANUFACTURERS PROPRIETARY PRODUCTS 0o4 oom M; mIx........... ........ ....... 0 48. 00° SECTION 7 1. 0 # or 2.0 # DENSITY E.P.S. FOAM & 3105 H-14 OR H 25 ALUMINUM ALLOY ELITE ALUMINUM CORPORATION ELITE COMPOSITE PANELS SCALE: 3° = V-0° r N Lawrence E. Bennett, P.E. FL # 16644 CMLEN( WEER-DEVELOPMENTCONSULTANT EliteAluminumCorpQiationP. O. BOX 214366, SOUTH OAYTONA, FL 32121 Paned Pindum 1801 N.W. 64th Street TELEPHONE (366) 767.4774 Ft. Lauderdale, FL 33309 FAX: (366) T6T4M% Teo: ( 954) 491-3700 FBx; (954) 491-1433 PAGE C0PYR* HT2W 7-33 AlMirmvOaN1;19TSTt1dS LAWRENCE E. BENNETT, P.E U SECTION 7 I SOLID ROOF PANEL PRODUCTS Table 7.2.1 Allowable Spans for Elite Composite Roof Panels for Various Loads Elite Aluminum Corporation Statewide Product Approval #FL1049 Manufacturers' Proprietary Products: Aluminum Alloy 3105 H-14 or H-26 Foam Core E.P.S. #1 Density fin.. Ao--" A /{9A-" b- 1. Cr ea" rare r= b Q iH n.—N,, . Wind Region Open Structures Mono -Sloped Roof Screen Rooms Attached Covers Glass & Modular Rooms Enclosed Overhang / Cantilever All Roofs 1&2 span 3 span 4 span 2 span 3 span 4 span 1&2 span 1 3 span 4 span 100 MPH 21'-4" 23'-10" 23'-0" 20'-4" 22'-9" 21'-11" 15'-1" 1T-9" 16'-3" 41-0" 1'-4" 23'-10" 23'-(r 20'-11" 20'-2" 13'-9" 15'41 14'-10" 4'-0" 0'-4" 22'4' 21'-1 1y,.rPkSl' 19'-5" 18-10" 12'-6" 13'-11" 13'-W 4'-0" 9'-8" 21'41)" 21'-1 16-11" i8'-0" 11'-6" 13'-W 13'-2" 4'-0" I111-20411 8' 0" 20'-2" 19'-5" 15--1" 17'-9" 16'-3" 11'-1" 12'-11" 12'-6" 4'-0" 7-4" 13'-9" IT-3- 12'-4" 13'-9" 1T-3" 10--3" 11'-0" 11--1" 4'-3" 13'-9" 13'3" 17-A" 113 9 13'-3" P-6- 1 10' av -- Aar - n nqn-- P.—i. e""a""" r__ v b Q a4 rlanarr , Wind Region Open Structures Mono -Sloped Roof Screen Rooms Attached Covers Glass & Modular Rooms Enclosed Overhang f Cantilever All Roofs 1&2 span 3 span 4 span 2 span 3 span 4 span 1&2 1span 3 span 4 span 100 MPH 24'-11" 2T-11" 2T-0" 2T-10" 264r 25'-9" 18'-8' 2Q'-10" 20'-2" 4'-0" 110 MPH 24'-11" 2T-11" 27'-0' 21'41" 24'-6" 23'-8" 16!-2" 19--3" 18-4r 4'-Q" 120 MPH 23'-10" 26'-W 25'-9" 20'-5" 22'-10" 22'-1" 14'-8" 1 T-B" 15'-10" 4%0" 123 MPH 22'-11" 25'-7" 24'-9' 19-10" 22'-2" 21'-5' 14'-4" 16-0" 15'-6" 4'-0" 130 MPH 21'-2" 23'-7" 22'-10" 18'-8' 20'-10" 20'-2" 13'-7" 15'-2" 14'-8" 4'.0" 140 MPH 1 N-5" 16-2" 1 T-7" 14'-5" 16'-2" 15'-7" 12'-8" 14'-2" 13'-8" 4'4" 150 MPH 14'-5" 16'-2' i 15'-7" 14'-5" IT-2" 15'-T 1 11,-2" 13,-2" 12'-9" 4'-0" All v Aw, v n n7A^ 0—k 9:—m rAm F P S" 21 rl* nIt r Wind Region Open Structures Mono -Sloped Roof Screen Rooms . Attached Covers Glass & Modular Rooms Enclosed Overhang Cantilever All Roofs 1&2 span 3 span 4 span 1&2 span 3 span 4 span U2 span 3 span 4 span 100 MPH 23'-5- 26-2" 2T-3" 22'-3" 24'-11" 24'-1" 1T-5" 19'-6" 18'-10" 4'-W 110 26-2" 25'-T 20'-6" 22'-11" 22'-2" 15'-1" 18'-0" 17'-5" 4'-0" 120 4'-11" 24'-1" 19'-1" 21'-4' 20'-7" 13'-9" 15'-4" 14'-10" 4'-0" 123 23'-11°. 23%2" 18'-6" 20'-9" 20'-0" 13%5" 14'-11" 14' 6" 4'-0" 130 al'-W 22'-1" 17'-5" 19'-6" 18'-10" 12'-8" 14'-2- 13'-B" 4'-0" 140 16-1" tV-7j" 13'-6" 15'-1" 14'-7" 1 F-3" 13'4 12-4- 4'-0" 150 15-1" 13'-6" 15'-1" 14'-7" A° v AO- . n n4n-- banal. 9— Cora : P C 81 rloncrW , - Wind Region Open Structures MonoSloped Roof Screen Rooms Attached Covers Glass & Modular Rooms Enclosed Overhang / Cantilever All Roofs 1&2 span 3 I span 4 span 1&2 span 3 span 4 span 1&2 span 3 span 4 span 100 MPH 20-11" Tr-l" 29'-1" 26-8- 28'0 27*-W 26'-1" 22'-5" 21--8" 4'-0" 110 MPH 29-11" 30'-1" 29'-i" 23'-0" 26'-5" 25.6" 18'-7" 20'0. 20'-1" 4'4r 120 MPH 26-8" 28'- 1-1 T' 23'-9" 15'-10" 19'4" 18-5" 4'-0" 123 MPH 24'-8" 27"-7' 26'-8" 21-7 2T-11" 23'-1° 1 15'-5" 18'-8" iT-11- 4140" 130 MPH 270 25'-5" ZC-7" 20'-1' 22'-V 21'-8° 14'-7" V-5" 15'-9" 4`-0" 140 MPH 15'-7- 1 IT-6- 16'-10" 15'-7" 1 T-5" 16'40" 13'-8" 15-7 14'0 4'-W ISO MPH 15'-7" 1 1T-5" 16-10" 15-7- 1T-5" 16'-10" 12'-8" 14'-2" 13'-9" 4'4r Note: Total roof panel width = room width + wall width + overhang 1531 Lawrence E. Bennett, P.E. FL # 16644 C LENGWEER-DEVELOPMENTCONSULTANT Elite Aluminum CorporationP.O. BOX 214368; SOUTH DAYTONA, FL 32121 1801 N. W. 64tli StreetTELEPHONE (386) 767.4774 Pend pmducm FAX: (386) 767-M Ft. Lauderdale, FL 33309 Tei: (954) 491-3700 Fax: (964) 491-1433 PAGE C) COPYRIGHT20M d SE 41um T1Un1 p J R I INPPII rW b1?)CRQ9)knm}rfl0*M1SStONOrLAWRENCEE.BENNETT,P.E. 11 Design Check List for. Screen / Vinyl Room (page 1 of 2) 1. Design statement These plans have been designed in accordance with the Aluminum Structures Design Manual by Lawrence E. Bennett and comply with the Florida Building Code, 2001 Edition, Chapter 20 and ASCE 7-98, Table 6-2; Importance Factor 0.77: Exposure'B'_, or'C'—; 120 MPH or MPH for 3 second wind gust velocity load; Open design pressures can be found on page 341. a. V exposure = PSF for Roofs & PSF for Walls b.'C' exposure = PSF for Roofs & PSF for Walls Negative I.P.C. 0.00 For 'C' exposure design loads, muRlply'B' exposure loads by 1.4. 2. Host Stnwture Adequacy Statement: 1 certify that I have Inspected the host structure and It Is In good repair and attachments made to the structure will be solid. ED SENEZ ALUMINUM Phone: Contractor Name (please print) Date: Contractor Signature Note: Projection of room from host structure shall not exceed I Ir. 3. Building Permit Application Package contains the following: Yes . No A. Project name & address on plans .'................ B. Site plan or survey with enclosure location ................... C. Contractors 1 Designer's name, address, phone number, & signature an plans .... D-Notice Initialed byofconsumerrightsattachedand consumer ................ IEProposed project layout drawing @ 118" or 1/1(" scale with the folowing:. I ........ 1. Plan view with host structure area of attachment, enclosure lengff% and pnaJectlon from host structure .................. I ............................ 2. Front and side elevation vlews with all dimensions & heights .................. 3. Beam span, spacing, & size (i.e. 2" x 8" x 0.072' x 0.2241)..................... 4. Upright height, spacing, & size {i.s. 2" x Box 0.072" x 0.224").................. - Chair rarl or girls size, length, & spacing (Le. 2" x 2" x 0.044" x 54)" (§ Vr O.C.) 113. Knee braces length, location, & size (i.e. 2' x 3" x 0.045" for 2" x Box 0.072" x 0.224"s.m.b.).................. ...................... ..................._. 4. Highlight detaila from Aluminum Structures Design Manual: Yes No A. Seam & purlin tables wl sizes, thidmess, •sparing, & spans / lengths. Indicate Section 3 tables used:....... .... ................. I.......... Beam allowable span conversions from 120 MPH wind zone,'$ Exposure to MPH wind zone and/or'C' Exposure for load width Look up span on 120 MPH table and apply the following formula: Span / Height (a3120 MPH - I F Required Span ® MPH b or d) x } j ( b or d) x (b or d) = Wind Zone Multiplier * I - -- Exposure Multiplier Upright tables w/ sizes, thickness, spacing, & heights (fables 3.2.1, 32.2, or 3.2.3)........................................................................ — — Upright or wall member allowable height i span conversions from 120 MPH wind zone,'B' Exposure to MPH wind zone andlor V Exposure for load width Look up span on 120 MPH table and apply the following formula: Span / Height @ 120 MPH —} F Required Span @ MPH b or d) x + (b or d) x (b or d) = Wind Zone Multiplier * f Exposure Multiplier Appropriate multiplier from page 34. Ed Senez Aluminum Specialist) , Eric Gallagher, 138 Crown Colony way 0 Design Check List for Screen ! Vlnvl Room (page 2 of 2 Yes No C. Table 3.3 with beam & upright combination I applicable. — D. Connection details to be used such as: 1. Beam to upright........................................................... — 2. Beam to wall.............................................................. 3. Beam to beam............................................................. a. Chair nail, purtins, & knee braces to beams & uprights ........................ S. Extruded gutter connection ................................................. 8. U-cllp, angles and/or sole plats to deck ...................................... ._... E. Foundation detall type & stze................................................: . Notes: Ed Senez Aluminum Specialist) , Eric Gallagher, 138 Crown Colony way Inspection Gulde For Carports and Screen Glass & Vinvl Rooms (page 1 0# 1) I. Check the building permit for the fallowing: yes No a. Permit card & address.........................................:.....:........ — b. Approved drawings and addendums as required .... . ........................ . C. Plot plan or survey ....................................... — — d. Notice of commencement . ....................... ....... 2. Check the approved site specific drawings or shop drawings against the "AS'' — — BUILT' structure for Yes No a. Structure's length, projection, plan & height as shoran on the plans ................ b. Beam sizes, span, spacing & stitching screws (If requkedj........................ — — a. PurM sizes, span & spacing ...................................................... . d. Upright sizes, height, spacing & stitching screws (If required) ..................... — — e. Chair rail sizes, length & spacing .. ......................................... . f. Knee traces are property installed (if required) . .:.............................. — — g. Roof panel sizes, length & thickness ............................................ — — 3. Check load bearing uprights / walls to deck for. Yes No a. Angie bracket size & thickness ........... ...... ........ • , . b. Correct number, size & spacing of fasteners to upright .... ................. .. . — c. Correct number, sirs & spacing of fasteners of angle to dock and sole plate ......: — d. Upright Is anchored to deck through brick pavers then anchors shall go through pavers Into concrete ................................................... 4. Check the load bearing beam to upright for yes No a. Recelvw bracket, angle or receiving channel size & thickness .................... — b. Number, size & spacing of anchors of beam to receiver or receiver to host structure c. Header attachment to host struchre or beam ................................... d. Roof panel attachment to recalver or host structure ................. . ........... — e.if angle brackets are used for framing connecdone, check number, size & thickness of fasteners ..::......:...,...........:.... . f. Pad to beam attachments to slab ................................. • .::......... — ..._ Check roof panel system for Yes No a. Receiver bracket, angle or receiving channel sim & thickness ......................___ — b. Size, number & spacing of anchors of beam to recahrer .......................... — — c. Header attachment to host structure or beam ...................... ............ — — d. Roof panel attachment to recehrer or beam ..................................... — — Notes: c-2 Ed Senez Aluminum Specialist) , Eric Gallagher, 138 Crown Colony way Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 DAV11* JoHN9oN: CF`A-.,ASA PROPERTY. PRAISER SE31lINQLE CQIJ'hTTY FL 1t01`E:°fIRSTST , 9lINF'Ost; FL'32771 A'066 407.66-`75U64 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 33-19-30-5QS-0000- Tax District: S1-SANFORD 0240 Number of Buildings: 1 Depreciated Bldg Value: $101,517 00- Owner: ROCHA SUSANA M & Exemptions: HOMESTEAD Depreciated EXFT Value: $0 Own/Addr: GALLAGHER ERIC J Land Value (Market): $23,500 Address: 138 CROWN COLONY WAY Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32771 JustlMarket Value: $125,017 Property Address: 138 CROWN COLONY WAY SANFORD 32771 Assessed Value (SOH): $125,017 Subdivision Name: CROWN COLONY SUBDIVISION Exempt Value: $25,000 Dor: 01-SINGLE FAMILY Taxable Value: $100,017 Tax Estimator 2004 VALUE SUMMARY SALES Tax Value(without SOH): $2,060 Deed Date Book Page Amount Vac/Imp 2004 Tax Bill Amount: $2,060 SPECIAL WARRANTY DEED 11/2003 05118 0315 $152,400 Improved Save Our Homes (SOH) Savings: $0 WARRANTY DEED 0712003 04955 1160 $680,000 Vacant 2004 Taxable Value: $100,529 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 24 CROWN COLONY SUBDIVISION PB 61 LOT 0 0 1.000 23,500.00 $23,500 PGS 76 - 78 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 2003 8 2,088 2,528 2,088 CB/STUCCO FINISH $101,517 $102,542 Appendage / Sgft GARAGE FINISHED / 440 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. http://www.scpafl.org/pls/web/re web.seminole_county_title?parcel=3319305QS0000024C... 2/11/2005