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Home My WebLink About1907 W 4 StcisPcrmtt # Job Address: +% w41,S+ Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION Date: aC t • /Jr • X a,t_r Value of Work: $& . / Permit Type: Building_ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool ems wvonn Zoning: Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole_ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. 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 t:::f Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) NEED Parcel#: Z!v- i 7 -3 p— 5o 7' o000 — oZ y C) 1 Attach Proof of Ownership &Legal Description) Owners Name & Address: h AL . 1107 k0es 4- y S = Phone: go 7 M07-ArX3 Bonding Company: Address: iMAR Mortgage Lender: 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 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: 1 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 YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. of permit is verification that 1 will notify the owner of the property of the c;?--o t —05 Signature of Owner/Agent Date Ai.;o A tl Print Owner/Agent's Names Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID TION APPROVED BY: Bld L C -Zoning: Initial & Date) Special Conditions: Florida Lilp Law, FS113. .- -_ of Notary -State of Florida Date Contractor/Agent is _ Personall G. r Produced ID Initial & Date) Utilities: FD: Initial & Date) (Initial & Date) Seminole County Property Appraiser Get Information by Parcel Number Page I of 2 Li L.- C-.. ._ 1 f i i i. AVID JOHnsom. CFA, ASA 9 PROPERTY tyw4THST APPRAISER- 1 SEMNOLECOUNTYFL Z 1 101 E. FlesT sT SANFORD, FL 32771-1468 M 75CWS l 2005 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 26-19-30-507-0000-0240 Tax Distri t: S1-SANFORD Depreciated Bldg Value: $46,013 Owner: PINNOCK MELISSA Exemptions. Depreciated EXFT Value: $653 Address: 1907 W 4TH ST Land Value (Market): $10,000 City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: 1907 4TH ST W SANFORD 32771 Just/Market Value: $56,666 Subdivision Name: ST JOHNS VILLAGE 2ND REVISION Assessed Value (SOH): $56,666 Dor: 01-SINGLE FAMILY Exempt Value: $0 Taxable Value: $56,666 Tax Estimator SALES Deed Date Book Page Amount Vac/Imp SPECIAL WARRANTY DEED 03/2002 04358 0197 $79,900 Improved SPECIAL WARRANTY DEED 08/2001 04172 1805 $54,200 Improved SPECIAL WARRANTY DEED 02/2001 04013 1286 $100 Improved CERTIFICATE OF TITLE 08/2000 03907 0436 $100 Improved 2004 VALUE SUMMARY WARRANTY DEED 06/1999 03669 0446 $68,500 Improved 2004 Tax Bill Amount: $1,174 SPECIAL WARRANTY DEED 07/1998 03462 1838 $31,000 Improved 2004 Taxable Value: $57,280 SPECIAL WARRANTY DEED 03/1998 03401 0726 $55,600 Improved DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS QUIT CLAIM DEED 03/1994 02743 0614 $100 Improved WARRANTY DEED 08/1985 01665 0388 $44,500 Improved WARRANTY DEED 01/1982 01373 0853 $35,300 Improved QUIT CLAIM DEED 09/1978 01186 1877 $100 Improved Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LEG LOT 24 ST JOHNS VILLAGE 2NDREVISION LOT 0 0 1.000 10,000.00 $10,000 PB 10 PG 71 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 1960 3 939 1,452 939 CONC BLOCK $46,013 $61,351 Appendage / Sgft ENCLOSED PORCH FINISHED / 256 Appendage / Sgft OPEN PORCH FINISHED / 176 Appendage / Sgft UTILITY UNFINISHED / 81 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM SCREEN PORCH W/CONC FL 1979 192 $653 $1,632 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web.seminole_county_title?PARCEL=2619305070000O... 2/21 /2005 Permit Number Parcel Identification NumberZ4-19-30-5-07' opdp- otY• Prepared by. Frc r~, Go,(-J. er-,CLS Aluminum and More 332 Maguire Road ' Ocoee, FL 34761 Return to: Aluminum and More 332 Maguire Road Ocoee, FL 34761 NOTICE OF COMMENCEMENT Stale of —E1 nri da County of ,$c, / _ IIB®W0®o®®®®®®®o®0t81® SENDCLERK W CIRCUIT CSTC0WFY Bill 05&,-jg IF.G QS21 CLERK* S 10 E'0E.I>?148 3 49RMW&M ei/28/em 09,34,21 ANRMWINSFEES10.t* WMVB 8Y D Thews CERTIFIED COPY MARYANNE MORSE CLERK OF CIRCUIT COURT SEMIN .E LORID.q Ry- 1, Iry rl FRK MAR 2 3 200iz' The undersigned hereby gives notice that improvemenl(s) will be made. to certain real property, and inaccordancewithChapter713, Florida Slalutet, the following information is provided in this Notice ofCommencement. 1. Description of property (legal description of the property, and street address if available) Lt 6 LoT LY S7- 3014MS V- A.l-A 4.E ZIYb /Z Et//S/aA/ P-3 /-Z 00& 7 1 General description of improvement(s) hack 1. Owner Information X /P 4. 5.* Name pOe /. SS g A Z. (eS Telephone NumberAddress1907wsfr ,,,,,4 $ • Fax Number54. r-C—9z77/ Fee Simple Title Holder (if other than owner shown above) Addr NamessSAME Telephone Number Fax Number Contractor Name Frank Cardenas Address 332 Maguire Road Ocoee, FL 34761 Surety (if any) Name not applicable Address y07 -7 s 9 - 6-r il- Telephone Number (407) 290-211 1 Fax Number (407) 654-7533 Telephone Number Fax Number Amount of bond 7. Lender (if any) Name not applicable Address Telephone Number Fax Number a. Persons within the State of Florida designated,by Owner upon whom notices or other documentsmaybeservedasprovidedby §713.13(1)(a)7., Florida Statutes. Name not applicable Address Telephone Number Fax Number 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice asProvidedin §713.13(1)(b), Florida Statutes. Name not applicable Address Telephone Number Fax Number 10. Expiration date of notice of commencement (the expiration date is one year from the dale ofrecordingunlessadifferentdateisspecified): Date Signed S6941ture o Own er— Sworn to and subscribed before me this Z day of re 5-- bywhoispersonallyknowntomeORiSsqZ as identification.' produced RICHARD RUSH Notary Public, State of Florida Signature of Notary (notarial seal to appear below) Form Revised: 9/96FO— Colnm. expires Feb. 16, 2008 1294 n Agency. Inc.1800)4D5194854 Date I hereby authorize of - r1C cr e.n VIaO-C-\ to sign his,'her name on my behalf in order to apply for a permit for the work to be performed at: Lot ' Subdivision 1 l vi!D Type or print name o p y and Li errs 'Itractor Si c of Licenscd Contracto If applicable only! Type or print Warne of owner Signature of owner STATE OF FLORIDA ORANGE COUNTY ng i ant w ac wledged before meWs___ day of The forcgoi dewos(name f p s n edging). Signature of Notary Public -State of Florida) Notary public - State of 1`100do WCpnEiesOct31.2WK / N Commission # DD 367628 .e /t v / C Bonded By Nahonal Np1ary `rn' (Print, Type or Stamp Coraxnissioned Name) Personalty 4ulotiyr V OR produced identification_ Type of identification produced hfnA QCQ • nNi eeC! "CM/ M"AC i J7n nnno KI=M lwn :J7 i E;7 M i i T n Cam. -MT rMrAv .ra ,» W-: Legal Description Lot 24, ST. JOHN VILLAGE 2ND REVISION, according to the plat thereof, as recorded in Plat Book 10, Page 71 & 72, of the Public Records of Seminole County, Florida. Community Number: 120274 Panel: 0045 Suffix: E F.LR.M. Date: 411711995 Flood Zone: X Field Work: 212812002 Completed: 31412002 Certified To. - Melissa Pinnock; Allied Abstract and Title Company, LLC; Commonwealth Land Title Insurance Company; National City Mortgage Company, its successors andlor assigns. Property Address: 1907 West 4th Street Sanford, Florida 32771 - Survey Number: 0-92222 Notes: Accepted By: rrrTrc ......... s c i i J J / I FOURTH STREET s f 4 FIFTH STREET 5c J/ A JL JJ r J/ p j Q Z W QL FD. 518" 1 I.R. J 4200 S.W. BLK. CORN. OF LOT 9 o O O O O V O i FOURTH STREET I O C.a II O RECORD SURVEY LEGEND WOOD FENCE CSVTRALANGLEDETA j WIRE FENCE D.B. D®BOOK FN. NAb_ D. DESCR/P7/OV OR DEW PROPERTYCA4NER D.N. DRRLNOLE R RECORD LVW O7NEWAY M Ffig-DAFMURED ESA? EA.SEWENT C CALCLAATED EL E EVA7KM a CLEAR FF. FWVISVVE.DFLOCIR ENCR Ehr.90ACHAFNT FC.M FOLMDCOACRETEMCIAE4119VT C9VTERLAVE FAK FOUADPAWER4WOWNAQ O CONCRETE L LENGTH PRO ERTYLNE LAE. LNNTEDACCESSEASEYENT CM COAC4%7EhIOVA4ENT MW MWICI E FJA FOUADAtONROD N.T.S. NOT TO SCALE F.I.P. FOUAV OM ME OR OFFIakRE-CORDS RAN RANT O= WAY DAB. OFFICIAL RC-COIWS BOOK NAD AM d DISC P.CP. PFJ? t4A6VTCOVIRLX POW D.E. DR4#V4GEE4.SE4fi9'ff P.RM. PERAANBVTREFIRE NCEMOYlMA9VT UE U77L YEASBNENT PG. PAGE FD. FOlMO PVMT PAVEU5W P PLAT P.G. PLATBOOK m/w ASPHALT P.O.B. POWVTO'BEGMWWG CAL 009WEADUTAMES P.O.C. POM?OFCOAMENCOWENT PP. POM37 POLE P.OL PDWVT OV LAE 7X TRAALSFO ER P.C. PONT OFCLIMATLWE C47V CMLERNER PAC. POWTOFREM?SECLARVE WM. WAZERAIF7ER P.T. POW OFTAMGENCY TEL TELEPHONIFFACEMES R R401W R4DLW LMEM COMEDAW54 RO.E ROOFOVLRPL9NGLv1SEMENT BA BEARAG REFERENCE SJA SET ARONROO LL CAP CH CHORD &W SVEWALK R40 R40M TBAL TEAPORARYBIETCFIAINdC NA AMMO W T.O.B. TOP O= 84W AC M COIDV7K ND? TYR TYPICAL B.M. 88CHM40W WC, WTIMESSCO4NfR C.B. CATCHMSW 10.50 EVS77AGL3EVA70V EO.W. EDGE OFWATER P.C.C. POWTOFCOAAFOUADCLARVE WELL ® WOOODECK GENEW NOTES COW BLDCKW'AU TYP 1) LEGAL OESCRL "PROWLED BY07HERS 2) 7HELADSSMOW MREOWWEREIOTA&5M4C7IDFOREASBIIBM OROTHLRRECORDED BNCtU SAKESNOTSHOMONTHEPIAT. 3) LAVERGROMDPORWWOFFOOTAMFOl.#"T0VSOR07MR M WOVDNEN7SWIRENOTLOCATED 4) WALL 7ESAMI70T1EFACEOFTHE WALL 6) NOT V&VLMRESSSFALLDW7THTHEEAWSSED&RWYORSSEAL 6) CAKYVISA4LEFJVI " CHIeRSLOWED. 7) NOVBVTFKA71ONFO" af.-RaOLT? YCCMU?SUtESSM7TED. 8) D# 4SY&VWSHOKWAkE HATNVAEASMOWESSOTIEWNSE SHOWN 91 FH` 10EOff457& P C?TDE7ERWF-n 10) ELEVATOC% TSJK)WN!EBA.SLDLFCWN.CVD.LAKESSO7TERMSENDTED 11) SE4Rh1GSP0E7? EMCFL'OLAENOTLDASBA 1hV*RYW? T,TFY 774AFT16;9REC0R7&RW 13A7RUEAAL^COrRECT RLRRESENTATY.W OF,i S.Ai.'R'PREPARL D LMDER MYOMEC". SK VLD OFFIDP" 6 Abr7LAEZ SM , LAM v g7VEYCR A 375? SVGAED 01W YS C. BB10-IDYACAA SNGNED LOIISR RAMLREZ STATE QFFLO4/ A4 LAAC SLRVEYOi d AAIPPER NO. 6169 STATEOFRORIO4 LAND SURVEYOR 6 AI4PPLR AAO 630f THIS SURWY S MENDED FOR AAORTG4GE OR REFMNACEPURPOSES OCY. EXaLGMa Y FOR"aL49EBY77K TOwhmIT/9CERwED.THL9SL#&EYSMoT70BEUSEDFOR CaWTRUCT101V PEWTTM DESIGNORANYOTFERUSE WT7HOI/TTHE*W7ENCQMSBVT ANDAFFALI TLD COAFAMES ' LB. 6387 365ArdnA e, Oviedo, Fb*Aff 3M 407) 977-MO Far /407) 977-7B217 8500 SW 92d SbeaL SwIle &204 Adiwi, Fbft 33166 305) 271-XZ Fax rJO6) 271-8499 82BA,xh rRod& Dme Sum 409 Naples, FArida 341L73 XI) 204787 Fax ( 941) 263-9781 Naf cv m .' 1-" 787,M F.1-d'X)-787-&160 I oo PERMIT kS OFFICt".- PLANS REVIEWED CITY OF SANFORD 1xUw/NUH_& ) 4--/O ~.lr// m address L Al ,,) ---- -^---~ SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS LW FOR MAX. H, UPRIGHT I HEIGHT (h EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) Ir-L i-x2- 1 11 11 MIN. 3-1/2" SLAB ON GRADE VARIES OR RAISED FOOTING 4- ( FOR FOOTINGS SEE DETAILS TYPICAL SCREEN, ACRYLIC OR VINYL ROOM PAGE 3A-37, 38, 39) W/ SOLID ROOF TYP. FRONT VIEW FRAMING HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2' PLATE TO BOTTOM OF WALL BEAM) SIZE BEAM AND UPRIGHTS SEE TABLES) O.H. SOLID ROOF NO MAXIMUM ELEVATION SLAB OR GRADE) t VARIES LW LOAD WIDTH FOR ROOF BEAM P/2' 'P/2' Y/ VARIES ALTERNATE CONNECTION @ FASCIA ALLOWED SEE SECTION 7 FOR DETAILS) w 0W z Co U W Cr In P = PROJECTION FROM BLDG. LW = LOAD WIDTH NOTES: P' VARIES 1. ANCHOR 1" x 2" OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-T O.C. AND W/ IN 6' EACH SIDE OF UPRIGHT ANCHOR 1' x 2" TO WOOD WALL W/ #10 x 2-1/2" S.M.S. W/ WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-V O.C.. ANCHOR BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ 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: 1100-1231 130 1 140 8 10 1217M TYPICAL SCREEN ROOM SCALE: 3/16" = 1'-W Lawrence E. Bennett, P.E. FL # 16644 CML ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214360, SOUTH DAYTONA, FL 32121 TELEPHONE (3B6) M-M4 FAX: (366) 767-ON PAGE COPYRIGHT 2W4 3A-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF IAWRENCE E. BENNETT, P.E. GLASS & MODULAR ROOMS SECTION 313 I I RIDGE CAP 8 x 1/2" (3) PER PANEL -- 8 x 1/2" @ 24" O.C. OOF P3» R m x z i 2» I x BEAM SUPPORT STUDS TYPICAL) RECEIVING CHANNEL 6) #8 x 1/2" S. M. S. TO STUD ' AND (8) #8 x 1/2" S.M.S. ` TO BEAM PANEL 3" ROOF m x 2" X N IL s • 60" MAX 2" x 6" S.M.B. HEADER x • • Fv ALTERNATIVE BEAM SUPPORT GLASS ROOM FRAMING DETAILS SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTHI AYTONk FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 COPYRIGHT =4 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT. P.E. 313-15 0 SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION DETAIL 1" x 2' WITH 3) #10 x 1-1/2' S.M.S. INTO SCREW BOSS 2) #10 x 1 1/2' S. M. S. INTO SCREW BOSS ANCHOR 1" x 2" PLATE TO CONCRETE W/ 1/4'.x 2-1/2' CONCRETE ANCHORS WITHIN - 6' OF EACH SIDE OF EACH POST AND 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6 x 6 -10 x 10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE BEAM/HEADER ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS MIN. (3) #10 x 1 V2" S.M.S. INTO SCREW BOSS 1" x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE ALTERNATE HOLLOW UPRIGHT TO BASE AND HOLLOW UPRIGHT TO BEAM DETAIL SCALE: 3" = l'-0' ANCHOR 1" x 2" CHANNEL TO CONCRETE WITH 1/4" x 2-1/4"CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AT 24' O.C. MAX. OR THROUGH ANGLE AT 24' O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6x6-10x10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE HEADER BEAM 4) #10 x 1/2" S.M.S. EACH SIDE OF POST H-BAR OR GUSSET PLATE 2"x 2'OR 2"x WOR 2'S.M.B. POST MIN. (4) #10 x 1/2" S.M.S. @ EACH POST 1" x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL SCALE: 3" = T-O" Lawrence E. Bennett, P.E. FL # 16644 CM ENGAF R-DEVELOPMENTCONSULTANT P.O. BOX 21430, SOUTH DAYTONA. FL =21 TELEPHONE: (386) M-4TT4 FAX: (386) 767-GM covrRlcH7 zoos 3A4 NOT TO BE REPRODUCED ON, WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BEW&=, 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 NOW STRUCTURAL KNEE WALL 1' WIDE x 0.063' THICK STRAP @ EACH POST FROM POST TO FOOTING W/ (2) #10 x 3/4" S.M.S. STRAP TO POST AND 1)1/40 x 1-3/4" TAPCON TO SLAB OR FOOTING SCREEN, ACRYLIC & VINYL ROOMS r- LUMINUM RAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL A F 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" 2'-0" MIN. 3-1/2" (TYP. (1) #5 BAR CONT. BEFORE SLOPE ALL SLABS) 10 e Co a . 8" TYPE FLAT SLOPE / NO FOOTING Notes: 0-2"/ 12" TYPE II MODERATE SLOPE FOOTING 2" / 12" - V-10" 4" MIN. (2) #5 BAR CONT. TYPE III STEEP SLOPE FOOTING 1'-10" 1. The foundations shown are based on a minimum soil bearing pressure of 1,500 psf. Bearing capacity of soilshallbeverified, 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 projectionfromthehoststructureofthecarportorpatiocoverexceeds20'-0". Then a minimum of a Type II footing isrequired. All slabs shall be 3-1/2" (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 orcrackcontrolfibermesh: Fibermesh ® Mesh, InForceTM e3Tm (Formerly Fibermesh MD) per maufaclurersspecificationmaybeusedinlieuofwiremesh. 5. If local building codes require a minimum footing use Type 11 footing or footing section required by localcode. 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 11 footing minimum. SLAB -FOOTING DETAILS SCALE: 3/4" =1'-0" Lawrence E. Bennett, P.E. FL # 16644 CML ENGINEFR - DEVELOPMFM CONSULTANT P.O. BOX 2143". SOUTH DAYTONA, FL 32121 TELEPHONE (336) 767.4774 FAX: (366) 7U-WW 13A-38 COPYRIGHT 2M NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNE T. P.E. SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS Table 3A.1.1-110 Allowable Edge Beam Spans -Hollow Extrusions for Screen, Acrylic or Vinyl Rooms For 3 second wind gust at 110 MPH velocity; using design load of 11 #/SF (36 #/SF for Max. Cantilever) Aluminum Alloy 6063 T-6 2' x 2" x 0.044" 2" x 2" x 0.055' Load Width (n') Max. Span 'L' / (bending V or Load Width (ft') Max. Span W / (bending 'b' or deflection 'd) 1 & 2 Span 3 Span 4 Span Max' Cantilever 1 & 2 Span 3 Span 4 Span Max' Cantilever 5 5'-4" d 6'-T' d 6'-9" d V-1" d 5 5-8" d 6'-11" d T-1" d 1'-2" d 6 W-(r d 6'-2" d 6'-4' d 1'-0" d 6 64' d 6'-T d 6'-8" d 1'-1' d 7 4'-9' d 5'-11" d 5'-11" b 0'-11" d 7 5'-1" d 6'-3' d 6'-4" d 1'-0" d 8 4'-T' d 5'-8' d 5'-7" b 0'-11' d 8 4%10" d 5'-11" d 6%1" b 0'-11" d 9 4'-5" d 5'-5' d 5'-3' b 0'-10" d 9 4'-8- d 5'-9" d 5'-9" b 0'-11" d 10 4'-3' d 5'-2" b 4'41" b 0=10' d 10 4'-0' d 5'f' d 5%5" b 0'41' d 11 4%1' d 4'-11" b 4'-9' b 0'-10' d 11 4'-4" d 5'-0' d 5'-2' b 0'-10" d 12 T-11" d 4'$' b 4%r b W-10' d 12 4'-3' d 5'-2' b 4%11' b W-10" d 3" x 2" x 0.045" 3" x 2" x 0.070' Load width (fL) Max. Span 'L' / bending V or deflection' Load Width (iL) Max. Span W / (bending 'b' or deflection 'd) 1 a 2•S npa S S pan 4 Span Max. Cantilever 1 b 2 Span 3 Span 4 Span Max. Cantilever 5 61-W d T-5' d 7'-T d 1'-2" d 5 6'-9" d W-5' d 8%7" d VA" d 6 5'-W d 7'-0' d T-2" d 1'-2" d 6 6'-5" d T-11' d 8'-0" d 1'-3' d 7 5'-5' d 6W d 6'-10" d 1'-1' d 7 6'-l' d 7'-6" d 7'-8" d 1%3" d 8 5'-2" d 6'-4" d 6'-0' d 1'-0" d 8 5'-10" d 7'-2" d 7'-4" d 1'-2" d 9 4'-11" d 6'-2" d 6'-3" d 0'-11" d 9 T-7' d 6%11" d 7'-0" d 1'-1" d r" 10 -• 4'-9' d 5'-11" d 5'-11" b 0'-11" d 10 5'-5" d 6'-0' d 6'-9" d 1'-1" d 11 4'-B' d 5'-9" d 5'-8" b 0'-11" d 11 5'-3' d 6%5" d 6'-7" d 1'-0' d 12 4'-W d 5'-T' d 5'-5' b 0'-11" d 12 T-l" d 6%3" d 6'-5" d 1'-0' d 2" x 3" x 0.045" 2" x 4" x 0.050" Load Width (S') Max. Spa / bending 'b' or detiection'd Load Width UP Max. S n V 1 bending'W or deflection'd 1 6 2 Span 3 Span 4 Span CaMMax- 1 d. 2 Span 3 Span 4 Span Cantilever 5 T-6' d 9'-3' d 9'-5" d 1'-6" d 5 9'-8' d 11%11" d 12'-2" b 1'-11" d 6 T-0" d 8W d 8'-8" b 1'-5" d 6 9'-1' d 11'-3' d 11'-1" b 1'-10" d 7 V-S" d 8'-3" d 8'-1" b 1'-4" d 7 8'-0" d 10'-8' b 10'-3' b 1'-9" d 8 6'-5" d T-9' b T-0' b 1'-3' d 8 8'-3" d 9'41" b 9%r b 1'-8" d 9 6'-2" d T•A' b T-1' b 1'-W d 9 7%11" d 9'-5" b 9%1' b 1'-7' d 10 5'-11' d 6'-11' b 6'-9' b 1'-2' d 10 7'-8' d 8'-11' b 8'-7" b 1'-0" d 11 5'-9' d 6'-W b 6'-5' 1'-2" d 11 7-5' d 8'-0' b 8%r b 1'-0" d 12 5'-7- d 6'4' b 6'-2" 1E 1%1- d 1 12 Notes: 1. Above Spare 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 maybe interpolated. Lawrence E. Bennett, P.E_ FL # 16644 CNL ENGMEER - DEVELOPRAUff CONSULTANT P.O. BOX 214368, SOUTH DAYTONk FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767.6556 PAGE Q COPYRIGHT 2804 3A-10 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS Table.3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-6 A -:"...." :..". A -..I-- I. A of .11 AMP Sections Tributary load Width W = Pudin Spacing 3'-0" 1 3'-6" 4'-0"1 4%V 5'-0" 5'-6" I 6'-0" I 6'-6" 7'-0" Allowable Height 'H' / bending 'b' or deflection'd' 2" x 2" x 0.044" Hollow 9'-5" b I 8'-9" b 8'-2" b I 7'-8" b 7'-4" b 6'-11" bi 6'-8" b 6'-5' b 6'-2" b 5'-11" b 2" x 2" x 0.055" Hollow 10'-3' b 9'-0' b 8'-11" bi 8'-V b r-11" b T-T' b 7'-3" b 6'-11" b 6'-9" b 6'-0" b 3" x 2" x 0.045" Hollow 1 T-3" b 10'-5" b 9'-9- b 9'-3" b 8'-9' b 8'4" b T-11" b T-8' b 7'-5" b 7'-2* b 3" x 2" x 0.070" Hollow 17-9' d 17-2" d 11'-T' d 10'-11' b 10'-5' b 9'-11" b 9 -0" b 9'-2" b 8'-10" b 8'-6" b 2" x 3" x 0.045" Hollow 17-9' b 1 T-9" b 11'-0- b 10'-5" b 9'-10" b 9'-5" b 8'-11" b 8'-8" b 8'-4" b 8'-l' b 2" x 4" x 0.050" Hollow 16'-3' b 15'-1' b 14'-1' b 13'-3' b 17-7" b 12'-0" b 11'-6" b 1 T-0' b 10'-8" b 10'-3" b 2" x 4" x 0.046" S.M.B. 19'-1' b 1 T-8" b 16'-6' b 15'-7' b 14'-9' b 14'-1' b 13'-6" b 17-11' b 12'-6' b 12'-1" b 2" x 5" x 0.050" S.M.B. 23'-7' b 21'40- b 200-V b 19'-3" b IW-r b 1T-5' bi 16'-8" b 16'-0" b 15'-5" b 14'-11" b 2" x 6" x 0.050" 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'-5' b 9'-9" b 9'-2" b 8'-8' b 8'-3' b 7'41" b T-7' b 7'-4" b 7'-1- b 2" x 3" x 0.045" Snap 14'4' b 13'4' b 12'-5' b 11'-9" bi 11'-2" b 10'-T b 10'-2' b 9'-9" b 9'-5" b 9'-1" b 2" x 4" x 0.045" Snap 1T-7' b 16'-3" b 15'-3' b 14'4" bi 13'-7" b 12'-11" b 17-5" bj 11'-11- bl 11'-6" 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 # 16644 CIVILEWINEER-D VELOPM94TCONSULTANT P.O. BOX 214368. SOUTH DAYTONk FL 32121 TELEPHONE (3W 7674774 FAX: (386) 76T-15MG PAGE J, Q COPYRIGHT 2004 3A"24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF IAWRENCE E. BENNETT. P.E. SECTION 7 SOLID ROOF PANEL PRODUCTS Table 7.1A Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H 28 4' v 47' - n n9I' 9 — S 12ih Rimier P—la Wind Region Open Structures Mono -Moped Roof Screen Rooms Attached Covers Glass & Modular Rooms Enclosed Overhang I Cantilever All Roofs 1&2 span 3 span 4 span 182 span 3 span 4 span 1&2 span 3 span 4 span 100 MPH 14'-T 1T-11' 18'-4" 13'-8' 1T-5" 1T-9- 11'-2" 1 14'-3" 14'-7" 4'-W 110 MPH 1*4" 1T-11" 18'-4" 17-9' 15'-9" W-0' 10'-6" 13'-5' 13'-9" 3'-11- 120 MPH 13'-4' 1T-v" 17'-9" 11'-9" 15'-1' 15'-5" 9'41' 17-7' 12'-10' 3'-9' 123 MPH 13'-2" 16-3" 1T-4' 11'-7' 14'40' 15'-1' 9'-9" 12'-5' 12'-r T-W 130 MPH 17-9' 15'-9" 16'-W 11'-2' 14'-3' 14'-7" 9'-5' 11'$' 11'-10' 3'-7' 140 MPH 10'-1" 12'-6' 1Z-9" 10'-1' 17-6- 17-9' 8'-11" 11'-1' 11'-3' 3'-4• 150 MPH 10'-1' 1 17-6' 17-9' 10'-1" 17-6' 17-9' 8'-0" 10'-0' 10'-9" 3'-3' 1" x 12' x R 02a" 2 nr 5 Rib Riser Panels Wind Region Open Structures Mono -Sloped Roof Screen Rooms Attached Covers Glass & Modular Rooms Enclosed Overhang I Cantilever All Roofs 132 span 3 span 4 span 182 span 3 span 4 span 1&2 span 3 span 4 span 100 MPH 15'-9' 19'-5" 19'-10" 14'AW 18'40' 19'-2" 12'-0" 15'-5" 16-9' 4'-W 110 MPH 15'-3" 19'-5" 19'-10" 13'-9- 1T-10" 18'-2" 11'-3' 14*-W 14'-10" 4'-0' 120 MPH 14'-5' 18'-10" 19'-2' 13'-2" 16'-3' 16'-7" 10'-8' 13'-7" 13'41" 4'-0" 123 MPH 14'-2' 18'-4' I 18'$" 17-11' 15'-11' IV-4' 10'-6' 13'-5' 13'-0' 3'-11' 130 MPH 13'-9' 1T-4" 1T-9" 17.6' 16-V 15'-9' 10'-2' 12'-11' 13'-2" 3'-10" 140 MPH 10'-11' IT-V 13'-9" I 10'-11' 1 13'-6' 13'-9" 9'-8" 17-0" 12'-T' 150 MPH 10'-11' 13'-6- 13'-9" 10'-11' 13'-6' 1 13'-9" 9'-2" 11'4" 11'-7- 31-V 3" x 12" x 0.050' 2 or 5 Rib Riser Panels Wind Region Open Structures Mono -Sloped Roof Screen Rooms Attached Covers Glass & Modular Rooms Enclosed Overhang I Cantilever All Roofs 1&2 span 3 span 4 span 1d2 span 3 span 4 span 182 span 3 span 4 span 100 MPH 18'-5' 27-9' 23'-2" 17'-10" 27-0" 22'-5' 14'-7" 18'-r 19'-1" 4'-0' 110 MPH 18'-5' 27-9" 27-2' 16'-1' 20'-10" 21'-3" 13'-9' 17'-9' 18'-l' 4'-0" 120 MPH 1T-10' 27-0' 27-5" 15'-5" 17-10" 20'-3" 17-11' 15'-11' 16'-3" 4'-W 123 MPH 1 T-4" 21'-5' 21'-10' 15'-2' 17-6' 19'-1 U' 17-8" 15'-8' 16-11' 4'-0' 130 MPH 16'-1' 2(Y4" 20'-9' 14'-T' 18'-B' 19'-1" 11'-11" 15'-1" 15'-5' 4'4r 140 MPH 17-9" 15'-9" 16'-1' 17-9' 15'-9' 16'-1" 1 V-4" 14'-5" 14'-9" 4'-0" 150 MPH 17-9' 15'-9' 16'-1' 1 17-9' 15'-9- 16'-1- 10'-9" 13'-9" 14'-0" 4'-0" Note: Total roof panel width = room width + wall width + ovemang. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPWENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-65M PAGE COPYRIGHT 2004 7-30 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. PE. SECTION 7 SOLID ROOF PANEL PRODUCTS Table 7.1.6 Allowable Spans for Industry Standard Composite Roof Panels for Various Loads Aluminum Alloy 3105 H-14 or H-251.0 EPS Core Density Foam 3" x 48" x 0.024" Panels Wind Rego Open Structures Mono -Sloped Roof Screen Rooms Attached Covers Glass & Modular Rooms Enclosed Overhang / Cantilever All Roots 1&2 span 3 span 4 span 1&2 span 3 span 4 span 1&Z span 3 span 4 span 100 MPH 1T-4" 19'-4" 18'-9' 15'-10" 18'-6" 1T-10" 11'-8" 13'-8" 17-3" 4'-V 110 MPH 16'-6" I W-4" 18'-9' 14'-2" 15'-10' 15-3' 10'S" 12'S" 11'-V 4'-0" 120 MPH 15'-2' 18'-0" 1T-1Or 13'-3' 14'-10' 14'-4' 91-8" IV -IV 10'-6" 4'-1" 123 MPH 14'40" 1T-9" 16'-1" 17-11" 14'-0" 13'-11' 9'-6' 10'-T 10'-3' T-11" 130 MPH 14'-2' 15'-10' 15'-3" 11'-8" 13'-8' 13'-3" 9'-0" 10'-1' 9-9' 3'-3' 140 MPH 10'-0" 11'-2' 10'-10' 10'-0' 11'7 10'-10" 8'7 9'7 9-0' 2'-11' 150 MPH 10'-0' 11'-2" 10'-10" 10'-0- 11'-2" 10'-10- T-5- 8'S" W-4- 2'-10" 3" x 48" x 0.030" Panels Wind Region Open Structures Mono -Sloped Roof Screen Rooms Attached Covers Glass & Modular Rooms Enclosed Overhang / Cantilever All Roofs 1&Z span 3 span 4 span 1&2 span 3 span 4 span 1&2 span 3 span 4 span 100 MPH 2V-6" 27-11" 27-2' 17-6" 21'-10' 21'-1' 14'-0" 16'-2' 15'-8" 4'-0" 110 MPH 20'-0" 27-11" 27-2" 17'-11" 2V-1- 19'-5" 1T-3" 14'-9" 14'-3" 4'-0" 120 MPH 19'-0" 21'AV 21'-1" 15'-9" 18'-0' 18'-1" 11'-5" 13'-5" 13'-0" 4'-0" 123 MPH 18'-9 21'-0" 20'-4" 16-4" 18'-2" 17--7' 1 11'-2" 13'-1" 17-8" 4'-0" 130 MPH 16'-9' 19'-4' 18'-9' 14'-0' 16'-2" 16-8' 10'-8" 17-5' 111-6" 4'-0" 140 MPH 11'40' 13'-3' 17-9" 11'-10" 13'-3" 17-9" 9'-11" 11'-1' 10'-8" 4'-1" 150 MPH 11'-10" 13'-3' 17-9" 11'-1 W 13'-3" 17-9' 9'-2" 10'-3' 9'-11' TA" 4" x 43" x 0.024" Panels 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 1&2 span 3 span 4 span 100 MPH 20'-0' 274' 21'-7' 19'-1" 21'-4" 20'-7- 14'-2" 15'-10" 15'-3" 4'-0" 110 MPH 20'-0" 22'-4" 21'4- 1T-6" 19'-7- 18'-11" 17-11" 14'-5" 1T-11- 4'-W 120 MPH 17-1" 21'4' 20'-7' 16 4" 18'-3' 1 T-B" 11'-2" 13'-2" 17-8' 4'-0" 123 MPH 18'-4" 20'-6' 19'-10" 14'-11' 1T-9" 16'-2" 10'-11" 17-10" 17-4" 4'-0' 130 MPH 16'-4' 18'-11" 18'-3" 14'-2" 15'-10" 15'-3" 10'-5" 11W- 11'-3" 4'4" 140 MPH 11'4" 17-11" 17-6" 11'-7' 17-11" 17-0' 9'-8" 10'-9" 10'-5" 4'-0- 150 MPH 11'-T 12-41- 17-0' 11'-T' 17-11" 1 IZ-6" 8'-11' 17-0" 9'-0" T-3- 4" x 48" x 0.030" Panels Wind Rego 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 1 4 span 1&2 span 3 span 4 span 100 MPH 23'-1" 25-10" 24'-11" 27-0" 24'4' 1 23'-9' 16'-4' 19'-3" 18'-7" 4'-0" 110 MPH 23'-1' 25'-10' 24'-11' 20'-3' 2Z-r 21'41' 14'41" 1T-10" 16'-1' 4'-0' 120 MPH 27-0" 24'-T' 23'-9' 18'-10" 21'-1' 20'-4' 13'-7' 15'-2' 14'-0' 4'-W 123 MPH 21'-2" 2T-8" 27-10" 18'-4" 20'-0" 19'-9" 13'-3' 14'-9" 14%3" 4'-V 130 MPH 19'-W 21'-10" 21%1" 164" 19'-3" 18'-7' 17-6' 14'-0" 13'-0" 4'4' 140 MPH IT-4" 14'41' 14'-5" IT-4" 14'-11' 14-5' 11'-2" 13'-1' 12'-8' 4'-0" 150 MPH 1 13'-4" 14'41- 14'-5' IT-4- 14'-11' 14%5- 10'-4" 11'-7- 11'-2" 4'-4" Note: Total roof panel width = room width + wall width + overhang Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4T74 FAX: (386) 767.6556 PAGE COPYRIGHT 280t 7-32 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.