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HomeMy WebLinkAbout314 Fairfield Dr (5)f CITY OF SANFORD PERMIT APPLICATION Permit #: i� W - d a-� I RECEIVED Date: Job Address QY i Description of Work: /�.S�X // 2 reen 0/1') 1Aj J� .L%25/ L � '���% p�r�S�-�� U Historic District: Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing Sprinkler/Alarm pool 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 Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #• Hca/ / l j Owners Name & Address: S Contractor Name & Address: Phone & Fax: 610i - Bonding Company: Address: Mortgage Lender: {� (Attach Proof of Ownership & Phone: E `State License Number: Contact Person: Phone Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be. secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. 7%J 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 YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of perm//it ll that I will notify the owner of the to of the requirements of Florida Lien La 713 of Owner/Agent of w Date Signature of Contractor/AgentDate7J C� / _ Plijt Contra r/Agent's Name Date Sig a e of Not;: State of F ori Date —.c} off" P`L Susan L. Macre-Harrison : lOr Pci Susan L. Matre-Harrison My Commission DD218024 re„ /Y� Own /Agent is els a ° P My Commission DD218024 tYVra�JM¢ 0 2007 Contractor/Agent is,! impersonally KnoK�,p t. ° or Produced ID °�c xpires July 12, 2007 "_ Produced ID APPLICATION APPROVED BY: Bldg: Zoningf� O tilities: FD: (initial '& te) (Inf ial & ate)- (Initial & Date) (Initial & Date) Special Conditions: e 5g0D Permit Brun ber PoDr-cal 20 Return to: DULANDO SCRIEEW AVVNING 835 SUNGFg',,`E Ls., ALTANioNTE. SMINGS, FL )714 07) C 6 12 -60y F, o NOTICE OF C0rV1N1[=-NCUME-H'1' StOJ9.0f Florida county.of LSpj))Lao Le— "ARYWE A`:ks CLEW V CIRCUIT CW SENIm-E LLkoffv W t4z- (Ipq) CLERK"S RE-WRIn oulliaxis FMRDIW PUS 1Q.(1k) REWRkD Bf t Holders dy CEWIfifl) COPY 11 4 MARY `l`0R CLERK C (;OUT MAY 1 12006 The und,-rslgnc,.d hereby gives nolict, t1irit Improvement(s) will be made to certain real properly, mid H accordance willi Chapter 713 Florlda.Stal�,it.qs, tile following Information is provided In this Notice or Corrlmencamorit. Description of propoi ty (legal description of the property, and street address if available) -CTI- 90 oe lero ee 6v;:.5 �. -jc/- 00 J 2. Geri.6rtil dasoilption of illipi,ovolflellt(s 3. Cvmor Infommtlbn. Name a-Cr-LlEj'0:3+ej'n Telephone NumNumber&C- Ad&ess 31 q� Fc -i r -e Ic , j-4 - Fax Number �ioFM FL 3j' -))l Interest In Propel ty: 4. Fee Simplo'l ItIal I loklor (if other 1han owner shown above) Name /V//4 Telophona, Number Address Fax Number 5. Contrar-tor DULAN'DO SCREEN F. AVIVINIING Name 835 SUNSI E L,�,"m- r6lephone Number 407-x362-6060 -Address ALTIjONTEEz ",P17RtNGS, J 74Fax Number 407-862-122t (407) 862-6060 G. Surety (if any) Name Telephone phone Number. Fax Number Amount of bond $ 7. Londor (if any) 1/4 Telephone Number Address Fax Number 8. ref -00115, Vvith4l 010 Stab or Florida designated by Owner upon whom liotIcos o� other documents may be scived.as provided by §713,13(1)(a) 7.,! Florida Statutes, Manta Telephone Nu6iber ess Fax Number 3. In nddition to hltliself or. herself, -Owner designates the following to receive a copy of tile Lip-nor's Notice as pi ovidod. In §713,12(1)(b), r-loilda Statutes, Name Telephone Number Address Fax Number 10, Expllatl6n. &.1tri of notice of rommuncrilliolit (tile expiration date Is one year fromAl io date of recording unless a different date Is spaclliod),' 1a1e Signed Signature of Owner [Note: per §713A 3(1)(g), "owner must sign ...and no one els6 may be,permItted to sign In his or her Mead." - 3viorn to and subscribed before Piri-thiq day Of 51 - _ 20 by c/. vhois___ fsoll-,Illy 1.novvll to [Tie OR __ producedClYely--s- m identificati,)n. Susan L Matre-Harn'sorl a. -VL �.Jf commission DID218024 12, 2007 Signature of Notary (not flat seal to appear. below) Eqffes July 3emino..e k-ounty -- roperty Appraiser kret ..n:.ormation 3y .,'arce,� .Num ger 4 All �avm kno,var,w, Grp.. a :n 5 92 93 94 95 106 3 =ti 31 APPRMSER 90 y rtat E.�,�s:r a _8J ��, � •t sicN=01m..FL3 4 7AQ 4CI7 - F&27 -75D6 11 g� t SALES Deed Date Book Page Amount Vac/Imp SPECIAL 04/2005 057103 1026 $180,800 Improved WARRANTY DEED Find Comparable Sales within this Subdivision LAND Land Assess Frontage Depth Land Unit Method Units Price LOT 0 0 1.000 34,000.00 Tax Estimator 2005 VALUE SUMMARY Tax Value(without SOH): $479 2006 WORKING VALUE SUMMARY 2005 Tax Biil Amount: $479 GENERAL Save Our Homes (SOH) Savings: $0 2005 Taxable Value: $24,000 DOES NOT INCLUDE NON -AD VALOREM Value Method: Market Parcelld: 32-19-31-516-0000-0900 LEGAL DESCRIPTION Land PLATS: Pick... Value LOT 90 CELERY LAKES PHASE 2 PB 65 PGS Number of Buildings: 1 Owner: EINSTEIN PAMELA R & GARY & Depreciated Bldg Value: $143,429 Own/Addr: HALL ROSEMARIE A Depreciated EXFT Value: $11,293 Mailing Address: 314 FAIRFIELD DR Land Value (Market): $34,000 City, State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: 314 FAIRFIELD DR SANFORD 32771 Subdivision Name: CELERY LAKES PHASE 2 Just/Market Value: $188,722 Assessed Value (SOH): $188,722 Tax District: S1-SANFORD Exempt Value: $25,000 Exemptions: 00 -HOMESTEAD Taxable Value: $163,722 Dor: 01 -SINGLE FAMILY SALES Deed Date Book Page Amount Vac/Imp SPECIAL 04/2005 057103 1026 $180,800 Improved WARRANTY DEED Find Comparable Sales within this Subdivision LAND Land Assess Frontage Depth Land Unit Method Units Price LOT 0 0 1.000 34,000.00 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Num Bid Type Bit Fixtures SF SF SF Ext Wall Bid Value New 1 SINGLE 2005 13 1,364 3,424 3,012 CB/STUCCO $143,429 $144,150 FAMILY FINISH Appendage / Sgft GARAGE FINISHED / 396 Appendage I Sqft OPEN PORCH FINISHED / 16 Appendage / Sgft UPPER STORY FINISHED / 1648 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New POOL GUNITE 2005 464 $9,048 $97280 COOL DECK PATIO 2005 658 $2,245 $2,303 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. .-age , or littp://www.scpafl.org/pls/web/re_web. seminole_county_title?parcel=3 2193151600000900&cpad=Fairfiel... 5/5/2006 Tax Estimator 2005 VALUE SUMMARY Tax Value(without SOH): $479 Qualified 2005 Tax Biil Amount: $479 Yes Save Our Homes (SOH) Savings: $0 2005 Taxable Value: $24,000 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LEGAL DESCRIPTION Land PLATS: Pick... Value LOT 90 CELERY LAKES PHASE 2 PB 65 PGS $34,000 29 & 30 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Num Bid Type Bit Fixtures SF SF SF Ext Wall Bid Value New 1 SINGLE 2005 13 1,364 3,424 3,012 CB/STUCCO $143,429 $144,150 FAMILY FINISH Appendage / Sgft GARAGE FINISHED / 396 Appendage I Sqft OPEN PORCH FINISHED / 16 Appendage / Sgft UPPER STORY FINISHED / 1648 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New POOL GUNITE 2005 464 $9,048 $97280 COOL DECK PATIO 2005 658 $2,245 $2,303 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. .-age , or littp://www.scpafl.org/pls/web/re_web. seminole_county_title?parcel=3 2193151600000900&cpad=Fairfiel... 5/5/2006 835 Sunshine Lane, Altamonte Springs, Florida 32714 (401)862-6060 FAX (407)862-1221 LIMITED POWER OF ATTORNEY I, Bernie Duncan, hereby authorized P,FrL l to obtain a permit for the following: Lot: —9c) Subdivision: Cede -FW L GAI .eP Address: �� �C1(�P_�� 71)(\. Owner of Property: C -7a f -(-,i Ei n5,�n Address: ZI L4 Far t- I `P Vl))i%- . _-i of ii—J F( _,�QrT Bernie Duncan Vice President Sworn to and subscribed to me this by Bernie Duncan who is personally known to me and who did take an oath. Notary- �G �� �L .► aE'-01"K Susan L Matre-Harrison %V c My COmmission DD218024 o/ Fud Expires July 12, 2007 i) 11 t R F RAv. q ..... . . ... ..... ........ . January 01, 2006 LAWRENCE E. BENNETT, P.E. P.O. BOX 214368 SOUTH DAYTONA, FL 32121 386-767-4774 TO ALL BUILDING DEPARTMENTS Re: Master File Engineering ALUMINUM STRUCTURES DESIGN MANUAL" 2004 edition & 2006 edition Dear Building Official/Plans Examiner, This is to certify that the following any is hereby authorized to use my 2004ed�ontractor"ALUMINUMCSTRUCTURES DESIGN MANUAL" during the year 2006. When we publish and distribute the 2006 ed of the "ALUMINUM STRUCTURESDESIGN MANUAL" they will be authorized to use that manual for the remainder of 2006. Our authorization is based on a January to January basis requardless of the edition of the manual. This authorization also applies to contractor master file drawings, " ONE PERMIT ONLY" drawings or any "site specific" drawings that I may furnish the contractor. Bernie Duncan SCC131149580 Dulando Screen & Awning 835 Sunshine Ln Altamonte Springs, FL 32714 They are hereby added to my 2006 MASTERFILE LIST Should you have any questions please contact me at convenience. your Sincerely, , Lawrenc E. Be.. .. etr, P.E. #16644 SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) LW` FOR MAX. H• / UPRIGHT HEIGHT (h) 1'x 2" 'k-- ...IN. 3-1/2" SLAB ON GRADE VARIES OR RAISED FOOTING (FOR FOOTINGS SEE DETAILS TYPICAL SCREEN, ACRYLIC OR VINYL ROOM PAGE 3A-37, 38,39) W1 SOLID ROOF TYP. FRONT VIEW FRAMING * (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) 'LW LOAD W4DTH FOR ROOF BEAM ALTERNATE CONNECTION 'P/2' 'P/2' @ FASCIA ALLOWED SIZE BEAM AND UPRIGHTS (SEE SECTION 7 FOR DETAILS) (SEE TABLES) LU ra � O.H. U SOLID ROOF / / X NO MAXIMUM (ELEVATION SLAB OR GRADE) P = PROJECTION FROM BLDG. VARIES l_ VARIES 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'-0" O.C. AND W/ IN 6" EACH SIDE OF UPRIGHT ANCHOR 1"x 2" TO WOOD WALL W/ #10 x 2-1/Z'S-.M.S. W/ WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" O.G.. 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: 100 -1231 130 1 140 1 150 #8 1 #10 1 #12 1 #12 TYPICAL SCREEN ROOM SCALE: 3/16"= V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: .(386) 767.6556 PAGE 3A-h O NOTO BE RFPPRRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETr, P.E. 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 1-114" MASONRY VCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ #8 x 112" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS -p- ROOF PANEL EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL SCALE: 3" = T-0" #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS ROOF PANEL ROOF PANEL TO WALL DETAIL SCALE: 3"= 'I'-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 PAN ANEL OR COMPOSITE PANEL "WALHTHICKNESS. HEADERS WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM 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.H. 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: rv!±� 40 150#12 #12 Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32124 TELEPHONE: (386)7674774 FAX: (386) 767-6556 PAGE Q COPYRIGHT 2064 7-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.EENNETT, P.E. SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENCaINEER • DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (386) 767556 PAGE} e� ,tt © COPYRIGHT 20W1 'JA'L'+ NOT TO BE REPRODUCED IN WHOLE OR IN PART W ITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. 6ENNETT. P:E. Upright Heights, Chair Rail Spans or Header Spans Table 3A.2.1 Allowable for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-6 us i design For 3 second wind gust at '110 MPH velocity, Tributary ad 9M = Purlin Spacing LoWidth Sections 3'•0" 3'-6" 4'-0•' 4'-6" 'H'! bending'b' or deflection'd' b Allowabie Height 6-2. b 5--11 2" x T' x 0.044" Hollow b' b 7'-3" b fi- 5" b 6'-9" b 6'-6" b -r-2" 2• 2" x ' x 0.055" Hollow 9''-6"71T9" 9` 3" b B'-9" b B' 4" b 7'_11" b T 8" b T-5" b b 3" x 2" x 0.045" Hollow 11'-3" b 10'-5" b 9'-9" b 1 3" x 2" x 0.070" Hollow 12'-9" d 12'-2" d b 11,-0" b p:5« b 2" X 3" x 0.045" Hollow 12'-9" b 11'-9" 16'-3" b 15'-1" b 2" x 4" x 0.050" Hollow , 2" 4" x 0.046" S.M.B. 19-1" b 17-8" b 18' x 21' x 5" x 0.050"23'-1» 29'-$" b 20'-2" b 19'-3" b 18 5" 2' x 6" x 0.050" S.M.B. 2fi b 24' Z" b 22'.7" b =1" 2" x 2" x 0.044" Snap b 2' S" b 1�1' 9" b 8 2" b 0'-7" b 1012" b. 9'9" b 9' 5" b 6" b 9 b 11-1 2" x 3" x 0.045" Snap 14'-4" b 13'-4" 15'-3" b 14-1 b 13'-7" b i2-11" b 12'-5" b 11'-11° b 11' 2" x 4" x 0,045" Snap 17-7" b 161-3" b of 13 S Purl5pacin For 3 second wind gust at 120 MPH velocity; ustjg b e�sry L � Sections ht 'H' f bendin 'b' or deflection Allowable He! 2" x 2" x 0.044" Hollow 8'$" b 8'-0" b 7' 6" b 7•_g" b 7 -4" b 6 -11 » b 6' 8" b 6'-15" b 5--Z b 5''6 11" b 2" x 2" x 0.055" Hollow 9'-5" b 8'-9" b 8`-2" b b T 0 b 3" x 2" x 0.045" Hollow d 9 5" b b 91-7" b 9' 2" b 8' 9° b 8'-5" b 8'710" 3" x 2" x 0.070" Hollow 3" 0.045" Hollow 12,_» 17-10" 9117" b 1�1 -0" b 2" x x 2" 4" x 0.050" Hollow 1 b 13' 10" b i2' -1'l," b 12 2" b x 2" x 4" x 0.046" S.M.B. 17'-6" b 20'-9" b 18'-9 2" x 5" x 0.050" S.M.S. 2 b16'10" 18'-5"" 2" x 6" x 0.050" S.M.B- 2 6019° b b TS11" b 7-7" b 2" x 2" x 0.044" Snap 10'�l" b 927 b " b 10'-3" 11'-5" b 10'-9" .b b 2" x 3" x 0:045" Snap 13'-3 b 12'-3" 14'-11' b 14' 2" x 4" x 0.045" Snap 16`-2" b uptight to center of brace to beam from upr g connection to the Notes: Above spans do not include length of knee brace. Add horizontal distance 1. above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENCaINEER • DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (386) 767556 PAGE} e� ,tt © COPYRIGHT 20W1 'JA'L'+ NOT TO BE REPRODUCED IN WHOLE OR IN PART W ITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. 6ENNETT. P:E. SCREEN, ACRYLIC & VINYL ROOMS COMPOSITE ROOF PANELS: (4) 114" x 4" LAG BOLTS Wl 1-114" FENDER WASHERS PER 4'-0" 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 RISER PANELS ATTACHED CHAPTER 7 HEADER ATTACHED TO POST WI MIN. (3) #10 x 1-112" S.M.S. IN SCREW BOSSES 2"x2",2"x3"OR3"x2" HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 112" S.M.S. IN SCREW BOSSES POST ATTACHED TO BOTTOM W! MIN. (3) #10 x 1-112" S.M.S. IN SCREW BOSSES TYPICAL 11PRIGHT DETAIL SCALE: 3"= 1'-0" 1" x 2" OPEN BACK BOTTOM RAIL 114" x 2-114" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C. (MAX.) Lawrence E. Bennett, P.E. FL # 16644 CIVIL ErJGrrtEER-DEVELOPMENT COruSULTANT P.O. BOX 214368, TELEPHONE: (386) 7674T74TH DAYTONA. FL 32121 FAX (386) 767-6556 PAGE A © COPYRIGHT2004 3` "7 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMSSSION OF LAWRENCE E. BENNETT, P.E. T n qn jew ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS SECTION 2 Table 2.1.2-120 Allowable Roof Beam Spans For Attached Covers, Fourth Wall Structures, or Freestanding Gabled Carports For 3 sec. wind gust at 120 MPH; using design load of 14 #/SF (43 #/SF for Max. Cantilever) Aluminum Allov 6063 T-6 2" x 3" x 0.045" Hollow 2" x 3" x 0.050" Hollow Tilt Load Max. Span V/ (bending 'b' or deflection 'd') Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Cantilever Load Max. Span V/ (bending 'b' or deflection 'd') Width (ft.) 1 & 2 Spa 3 Span 4 Span Max. Cantilever 5 6-11" d 8'-6" d 8'-5" b 1'-5" d 5 6'4" d 8'-5" d 8'-3" b 1'-5" d 6 6'-6" d T-11" b T-8" b 1'-4" d 6 6-5" d T-9" b T-6" b 1'-4" d 7 6'-2" d T-5" b T-2" b 1'-3" d 7 6'-1" d T-2" b 6'-11" b 1'-3" d 8 5'-11" d 6-11" b 6'-8" b 1'-2" d 8 5'-10" d 6-9" b 6'-6" b r-2" d 9 5'-8" d 6-6" b 6'-3" b 1'-2" d 9 5'-7" d 6'-4" b 6'-2" b r-2" d 10 5'-6" d 6-2" b 5'-11" b 1'-1" d 10 5'-5" b 6'-0" b 5'-10" b 1'-1" ' d 11 5'-3" b 5'-11" b 5'-8" b 1'-1" d 11 5'-2" b 5'-9" b 5'-7" b 1'-1" d 12 5'-0" b 5'-8" b 5'-5" b 1'-1" d 12 4'-11" b 5'-6" b 64" b 1'-0" d 2" x 4" x 0.045" Hollow Tilt 2" x 4" x 0.044" x 0.100" Self Mating Beam Load Max. Span 'L' / (bending 'b' or deflection 'd') Width (ft.) 1 & 2 Span 3 Span 4 Span Max' Cantilever Load Max. Span V/ (bending 'b' or deflection 'd') Width (ft.) 1 & 2 Spa 3 Span 4 Span Max' Cantilever 5 8'-7" d 10'-6" b 10'-1" b 1'-9" d 5 T-11" d 12'-4" d 12'-7" d 2'-0" d 6 8'-1" d 9'-7" b 9'-3" b 1'-8" d 6 9'-5" d 11'-7" d 11'-7" b 1'-11" d 7 T-8" d 8'-10" b 8'-7" b 1'-7" d 7 8'-11" d 11'-0" d 10'-8" b 1'-10" d 8 7'-4" d 8'-3" b T-11" b 1'-6" d 8 8'-6" d 10'-4" b 9'-11" b 1'-9" d 9 6-11" b T-10" b T-6" b 1'-5" d 9 8'-3" d 9'-9" b 9'-5" b 1'-8" d 10 6'-7" b 7'-5' b 7'-2" b 1'-5" d 10 T-11" d 9'-3" b 8'-11" b 1'-7" d-- 11 6'-4" b 7'-1" b 6'-10" b 1'-4" d 11 T-8" d 8'-10" b 8'-6" b 1'-7" d 12 6'-1" b 6'-9" b 6-6" b 1'-4" d 12 T-6" d 1 8'-5" b 8'-2" b 1'-6" d 2" x 5" x 0.050" x 0.100" Self Mating Beam 2" x 6" x 0.050" x 0.120" Self Mating Beam 1/ Load Max. Span V/ (bending 'b' or deflection 'd') Widthft. 1& 2 S a 3 S an 4 S an Max' Width(ft.) p p p Cantilever Load Max. Span 'L' / (bending 'b' or deflection 'd') Width (ft.) 1& 2 Spa 3 Span 4 Span Max. Cantilever 5 12'-5" d 15'-3" d 15'-7" d 2'-6" d 5 j 14'-6" d 17'-11" d 18'-1" b 2'-11" d 6 11'-8" d 14'-5" d 14'-3" b 2'-4" d 6 13'78" d 16-10" d 16'-6" b 2'-9" d 7 11'4" d 13'-8" d 13'-3" b 2'-3" d 7 12'-11" d 15'-10" b 15'4" b 2'-8" d 8 10'-7" d 12'-10" b 12'4" b 2'-2" d 8 12'-5" d 14'-10" b 14'4" b 2'-6" d 9 10'-2" d12'-1" b 11'-8" b 2'-1" d 9 11'-11" d 13'-11" b 13'-6" b 2'-5" d 10 9'-10" d 11'-5" b 11'-1" b 2'-0" d 10 11'x" d 13'4" b 12'-10" b 2'4" d 11 9'-6" d10'-11" b 10'-7" b 1'-11" d 11 11'-2" d 12'-8" b F12'-2" b 2'4" d 12 9'-3" d 10'-5" b 10'-1" b 1'-11" d 12 10'-10" b 12'-1" b 1 11'-8" b 2'-2" d Dov 0 WFVmwuue WdliMs wiLdl a root stupe greater Lnan 1" in 11 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. I Lamirence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 7674774 FAX (386) 767-6556 CO?YRIGHT<'oai PAGE OF 2-37 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS SECTION 2 R Table 2.2.1 Allowable Attributable Roof Area per Post for Carports, Patio Covers, and other Open Buildinqs - ALUMINUM POSTS FindRoofArea Needed; Area ='A'; Post Spacing ='S'; Structure Projection ='W A = S x (W/2 + O.H.); If 'S' = 10', W = 24', and O.H. = 2' then: 'Area' = 140 Sq. Ft. a. For a 9'-6" post and 120 m.p.h. wind load of 14 # / Sq. Ft. post choices are: 1. 2" x 3" x 0.045" Hollow Extrusion 2. All post sizes listed below the 2" x 3" x 0.045" Hollow Section b. If job conditions dictate a post hieght of 10'-11" for A = 140 Sq. Ft. and 120 MPH wind zone, then a 2" x 3" x 0.045" Hallow Extrusion can NOT be used since it can only support a roof area of 114 Sq. Ft. Thus, design must satisfy both height and area requirements. Note: 1. Spans may be interpolated. 2. For free-standing covers multiply the roof areas above by 2.0. -- I Lawrence E. -Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 7674774 FAX (386) 767-6556 PAGE NC' TO i -(-• .q,C..,_ 1.•. ar'-.7L= . i K .=.2- ni?-i..i �' f -L. !', , -. ��' i:1,.:, _ — - 2-45 Aluminum Post Wind Load = 100 MPH 1 110 MPH 120 MPH 1 123 MPH 130 MPH 150 & 140 MPH Applied Load = 10 #1SF 1 12 #/SF 1 14 #/SF 1 15 #ISF 1 16 #ISF 30 -#/SF Maximum Allowable Roof Area in Square Feet for Various Loads on Post Height Load (lbs.) 2" 7!7x 0.044" Hollow Extrusion or 2" x 2" x 0.045" Snap Extrusion - Aluminum Alloy 6063 T-6 7'-4" 2,064 206 172 147 138 129 1 69 8'-7" 1,548 155 129 111 103 97 52 9'-10" 1,204 120 100 86 80 75 40 903 90 75 65 60 56 30 Height Load (lbs.) 2" x 3" x 0.045" Hollow Extrusion or 2" x 3" x 0.045" Snap Extrusion - Aluminum Alloy 6063 T-6 8'-2" 2,736 274228 195 182 171 91 9'-6" 2,502 250 209 179 167 156 83 10'-11" 1,596 160 133 114 106 1 100 1 53 12'-3" 1,197 120 100 86 80 1 75 1 40 Height,\ Load (Ibs.) 3" x 3" x 0.040" Roll Formed - Aluminum AIIoy13105 H-14 10'-0" 2,381 238 198 170 159 149 79 11'-8" 1,786 179 149 128 119 112 60 13'-4" 1,389 139 116 99 93 1 87 46 15'-0" 1,042 104 87 74 69 65 1 35 Height Load (lbs.) 3" x 3" x 0.060" Roil Formed - Aluminum Alloy 3105 H-14 11'-0" 3,600 360 1 300 1 257 1 240 I 225 120 12'-10" 2,700 270 1 225 193 1 180 1 169 90 14'-8" 2,100 210 1 175 150 1 140 131 70 16'-6" 1,515 158 I 131 1 113 1 105 1 98 53 Height Load (lbs.) 3" x 3" x 0.060" Fluted Hollow Extrusion -Aluminum 6063 T-6 11'-10" 3,408 341 284 243 227 213 1 114 13'-10" 2,556 256 213 183 170 160 1 85 15'-10" .1,988 1 199 166 142 133 124 1 66 17'-10" 1,491 1 149 124 107 99 93 1 50 FindRoofArea Needed; Area ='A'; Post Spacing ='S'; Structure Projection ='W A = S x (W/2 + O.H.); If 'S' = 10', W = 24', and O.H. = 2' then: 'Area' = 140 Sq. Ft. a. For a 9'-6" post and 120 m.p.h. wind load of 14 # / Sq. Ft. post choices are: 1. 2" x 3" x 0.045" Hollow Extrusion 2. All post sizes listed below the 2" x 3" x 0.045" Hollow Section b. If job conditions dictate a post hieght of 10'-11" for A = 140 Sq. Ft. and 120 MPH wind zone, then a 2" x 3" x 0.045" Hallow Extrusion can NOT be used since it can only support a roof area of 114 Sq. Ft. Thus, design must satisfy both height and area requirements. Note: 1. Spans may be interpolated. 2. For free-standing covers multiply the roof areas above by 2.0. -- I Lawrence E. -Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 7674774 FAX (386) 767-6556 PAGE NC' TO i -(-• .q,C..,_ 1.•. ar'-.7L= . i K .=.2- ni?-i..i �' f -L. !', , -. ��' i:1,.:, _ — - 2-45 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS FSECTION.2 _T U) _ L ROOF PANEL (SEE SECTION 7) BEAMS MAY BE ANGLED FOR GABLED FRAME { { COLUMN NOTCHED TO SUIT ANCHOR PER DETAIL FOR PAN OR COMPOSITE PANEL FOR NUMBER OF BOLTS AND SIZE OF POST (SEE,TABLE 2.3) BEAM AND POST SIZES (SEE TABLES SECT ION 2) SIDE NOTCH POST TO BEAM CONNECTION SCALE: 3"= T -O" BEAMS MAY BEANGLED FOR --1---------- GABLED FRAME cn Lu ROOF PANEL 1j (SEE SECTION 7) 1-3/4"x 1-3/4" x 0.063" ! — — — — — RECEIVING CHANNEL THRU ANCHOR PER DETAIL FOR PAN BOLTED TO POST W1 THRU J OR COMPOSITE PANEL BOLTS FOR SIDE BEAM 0_ (SEE TABLE 2.3 FOR NUMBER JFOR NUMBER OF BOLTS AND OF BOLTS) I ©' — SIZE OF POST (SEE TABLE 2.3) JWc L— b SEAM AND POST SIZES (SEE TABLES SECTION 2) COLUMN NOTCHED TO SUIT CENTER NOTCH POST TO BEAM COMMECTIOM SCALE: 3" = V-0" Lawrence E. Bennett P.E. FL m 16644 1 CIVIL IVGINEcR-DEVELOPMeVrCONSULTANT P.O. BOX 214368, SOUTH DAY DNA, FL 32121 TEE°HCNE: (386)751.6774 FAX: (3E 6)767 -6556 C COPYRIGHT 2004 PAGE MOTTO SE REPRODUCED 1N WHOLE OR iN PART WI HOL 7T 7HE NRfT i cN PERMISSICN OF LALNP,ENCE Z BENNE?', PE 2-17 ATTA :HED & FREE-STANDING COVERS AND UTILITY SHEDS SECTION Z t ALUMINUM/STEEL COLUMN 'U' CHANNEL ANCHORS (SEE SECTION 9) (SEE SECTION 9 FOR CONNECTIONS) a•_ CONCRETE ANCHORS CONCRETE SLAB OR FOOTING (SEE SECTION 9) d. POST TO CONCRETE CONNECTION NTERNAL OR EXTERNAL RECEIVING CHANNEL SCALE: 3" = V-0" I 4 ALUMINUM/ STEEL COLUMN 2"x 2" WITH WALL THICKNESS ANCHORS (SEE SECTION 9) - EQUAL TO OR GREATER THAN ` COLUMN WALL CONCRETE SLAB OR FOOTING a . CONCRETC ANCHORS (SEE SECTION 9) POST TO CONCRETE CONNECTION INTERNAL OR EXTERNAL ANGLE CLIPS SCALE: 3'= V -D" ATTACHMENT DETAILS SHOWN REQUIRE DIAGONAL BRACING FOR FREE-STANDING COVERS CORROSION RESISTIVE STEEL THRU BOLT PER SCHEDULE CONCRETE SLAB OR FOOTING a . ALUMINUM i STEEL COLUMN 6 INTERNAL EXTRUDED ALUMINUM BASE OR BREAK -�-- FORMED U -CLIP WITH WALL EQUAL TO OR GREATER THAN PCS T WALL CONCRETE ANCHORS (SE;= SECTION 9) POST TO CONCRETE CONNECTION TUBE COLUMN BASE SCHEMATIC INTERNAL BASE SCALE: 3'= V-0" - A Lawrence E. Bennett, P.E. FL " 16644 CIVIL ENG;NEcR-DEO LOPN..=Ni CONSULTANT P.O. 30X 2142458. SOUTH DAY -CNA. FL 32121 -- TELEPHONE: (386) 757-4774 I FAX: (386) 767-e556 _. i _ I l PAGE v COPYRIGHT 2004. NOT TO BE REPROGUCEC IN WY.OLE JR IN PAP,T Wrf;-!OUT -�Fc'NRI ,:'=-N PERl,USS.iON CF LAWRcNOE :. 3EN.�1 . i , . P.E. 2-21' i Legend of Symbols and Abbreviations: RE200: 5•r EEL RE/vFOQC/vC� 2oro Boundary Line Brg. Bearing '' Field Field Measured P.C.P.: Permanent Control Point P. T. Point of Tangency -- f,6-- Centerline Calc. Calculated Fnd. Found P.I. Point of Intersection R Radius Right-of-way Line C B Concrete Block Gov'(.: Government PL.S.: Professional Land Surveyor R.L.S.: Registered Land Surveyor ----- Overhead Utility Line Ch, Chord L. B. Licensed Business P.O.B.: Point of Beginning R/W Right-of-way - - - - - - - - Easement Line Conc.: Concrete 0. R, : Official Records P.O.C.: Point of Commencement Sec. Section ., Central Angle Const. Construction Pav't. Pavement P.R.C.: Point of Reverse Curve S/T : Septic Tank ARC Arc Length c/s Concrete Slab P.C. Point of Curve P.R.M.: Permanent Reference Monument T.B.M.: lemporary Bench Mark Blk. Block Elev. : Elevation P.C.C.: Point of Compound Curve P.S.I. Point of Street Intersection W/ : With Boundary Survey FNo. 518„ Rcx0L) w/Cap Ls-e4.q9- OP-AWA4E EA7E/YEA/T (5' 5,0e) U -r l LrrY EA 5 EroENT A14 rE•e ME rE_, —r rz Lac 7 A' Co.�A�NaGE ,PETENTio,./ A.?Eq FN D. 5/19 QfROO w/CAP 1-5--7494 F•P.L. EASEr1E/4T NOTES: Q 10R0PER7r ADD/PE5j ,-? l �4 FA /8 FIE L D ORI vC L5ANFORO� AZOR/Df7 Q RES/ D E/t/CE A i TACy TO CE71(/7k44 AI,9TER YS'TE M . WATE'R ME-T�R L0�.7TE� /N FRONT YARD AS sNOW/V. var WA 7'6'R *Ic rF/R /•� I /�vv LI YJ ✓r "- -r f r/E;LV J-rl F�/o. 5/8 eF-,eo0 L'p ..' .S�CCo1VC.WALK �'� FN D. S/B ,eE)zo4 , wf CAP 2499. I J OI-.—� �t'/CAP 04-94 u IN Q r• N�4¢ l� SET NAIL w( D. P•K•nl,a/L w/ 7740 LS-24956-rANA/L w/ Q� TAB 4S -Z444 P.G.P. AT P.C. Pt5C.A/B73Co I q I PLS CAP 373Co P.C.P. AT P.C. I(o 1.70 PLAT f F/EtD I ��SO.Op PLAT E F/E,�- 306. 59 PI -A r r F/eL0 05 E $q NOD' 7-!'43"! /I"PL.k-r e A ssu H �• Oca.c/A,�, 5a Q�w Z4- A5PA-VA L'T N/ 2 Co^.IC. C4uT-r6z_5� 7_/0 A/ Lo -r 90 CELC2y Lia l -<C S, PHASE Z Acco/a/D MA P IAJ PLAT L30ok :!�p5 30 ; PLJ5L/C e 6 C 0 E 0 5 er .SEM/HOLE CERTIFIEDTO CH/ iYAMI�F SFr BAS AGO T/TLE /NSU A VCE C-( T/TLE A/VD GV ANTY CO T/�'1 %TLtVM f)NY, 11vic, SMITH DRAFTING & SURVEYING, INC. 414-6. N. SPRING GARDEN AVE. DELAND, FL 32720 DELTONA, FL (386) 734-7047 (386) 789-2855 DRAWN BY: c=,4 Cir�A/Y n rA REVISIONS: Srir r`,: l.4 vOG k Oer"Ar,R /.T, a, �l .S v Ci o / ✓� s / o,c/ P,,n,<Es Z9 ANS Co LIAJ -r Y, )5-L o ,e /O A. Al Y I hereby certify that this map depicts a survey performed under my supervi- 'AT/ ON sion, and is correct to the best of my knowledge and belief; and that this survey meets the minimum technical standards set forth by the Florida - -� Board of Professional Land Surveyors in Chapter 61GI7.6, Florida Administrative Code, pursuant to Section 472.027, Florida Statute - nley c Smith Florida Registered Land Surveyor Cortificalo Number 3736 CREW CHIEF: M.D. G/TWIN/EC �o?M�BoAMO'ELoG9770— ooEtEt�or.ors : NOT VALID UNLESS SEAL IS EMBOSSED SCALE:' YAV44 svRVBY: •' - 00, MQ � �6 00 (MDL} Note: No instruments of record reflecting easements, limitations, owner- DATE:ciU VE 29 ZOO 4- ships, reservations, restrictions and/or right-of-ways, it any, have been pro- > vided to this surveyor, except as shown. No underground installations or WO n 66 - 7,14- 3 - 0 4- utilities have been located• except as shown.