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HomeMy WebLinkAbout118 Royalty Cir (3)CITY OF SANFORD'PERMIT APPLICATION Permit No.: Job Address: Permit Type:' V, Building Electrical Description of Work: %hAeg"W1 P4144 a - ? Date Mechanical Plumbing Fire Alarm/Sprinkler Additional Information for Electrical & Plumbing Permits Electrical: —Addition/Alteration _Change of Service Temporary Pole New AMP Service (# of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: _Residential _Commercial _ Industrial Total Sq Ftg: Value of Work: Type of Construction:—AMM MM Flood Zone: Number of Stories: Number or Dwelling Units: Parcel No.: -9.3 - I/s_3 0 —S6? ff — 0000 — O/ t%V __ (Attach Proof of Ownership & Legal Description) Owner/Address/Phone: robe, ,#_ 6hoh--+ l Contractor/Address/Phone: N I `)) State License Number: a 'C()Z-J6LU(0`1 Contact Person: Phone & Fax Number:D�(L��d�%�10�' ��o� I Title Holder (If other than Owner): _� y, , Address: Bonding Company: Address: Mortgage Lender: Address: Arch itect/EngineerIVA Phone No.: Address: Fax No:: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCINY, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 1 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 permit is verification that 1 will notify the owner of die property of the requirements of Florida Lien Law, FS 713. 4�2 Z-7-( -03 SfWattlre of Owner/Agent Date Pri40eAgent s Name 7 -oma lgotary-St to 0Florida o�'"Y � SUSAN L. MATRE z MY COMMISSION MCC 847404 EXPIRES: bly 12.2003 �6awmr• /Agent is Personally Known to Me or _ Produced ID-i� v 7; C etr S - APPLICATION APPROVED BY: ­0 nl1— 7 ` 1 —O -Ii::�z Signature of Contractor gent Date Print Contractor/Agent's Name Contractor/Agent is ProducedID Date: 0 pOO�� SUSAN L. MATRE MY COMMISSION #CC 847404 O EXPIRES: July 12.2003 Personally Known to Me or Special Conditions: Ll Pi_O r PL"gip N tor: ,_MAFc(MPA HOMCS, _1 NC_ --- -- - --- — _ -- --- --- - ----- d`� = - T 14, CROWN COLONY 5UIL3DI VISION Df_5CR1P � Ufa • LO --- _-- -__-- --- RECY?mo /N AT�OUK1 7(n thry 78 5EMINCXE' y — PAGF(S) - PUBLIC RECORDS or____ _ COUNTY• FLORIDA LOT 39 NEW kJ"5A .A FLAT BOOK 1, PACE C,7 I C_ N00006+ 19V GO.00' LOT 15 — --- s F.E. - 20' D.E. Lb i - - -- - -- o CONCRETE rATIO b a Z L0 ui UJ s +l) 0 ou Z 11000 9 v 38.00' MOUE1.: ROANOKE 'r, (3-2) BOCK WITH 10' x 2a PAT 1() s �1.._....—..J I I.oa . 16.0'. • • �._.� - CONUMI'E cmh,E 10'UF. 500" 09'02"E 60,00' to 0 +J' 5' 10' 20' CRArN1C xu E LOT 13 -- - -- - -- --- -- - ROYALTY CIRCLE -- - aomDscTxF NOTES: fLUUD_ CERA_ FlCATION 1. BEAMNGS ARE BASED ON THE CEh'ITRLME eASF.L ON THE FEDERALEMERGENCYBUILDING SETBACKS - CF ROYALTY (7RClE BEING SOGr9'02"E. MANAGEMENT AGENCY FLOW tN.S+JRANC£ 'BONY; 25' 7. ELEVATIONS AND LOT DRAINAGE TYPE SHOWN RATE MAP, THE STRUCTURE REAR: 70'' HFRECVi ARE BASED ON SITE ENC-NEF.RING SIIONN HEREON DOES NOT LIE p IMN PLANS FOR THE PROJECT. THF 100 YEAR FLOOD HAZARD AREA. S'OE: 7.5' J. SUICOING TIES ARE IO FOUNVAIMMI. THIS STRUCTURE LIES IN ZONE ' :( " SIDE SIREET.- 20' 4. PLOT PLAN ONLY LOT HAS NOT BFF.N SrAYFC COMMUNITY PANEL NO. 1?0289 OI?j() f PMOING LINF: 60' IN TNF FIF10,EFFEC77W DATE; APRIL I/, 1975. (S'UFT,ECT ;n CHANG() 6.414 _rU(+.,kRE FTFI/0.159 ACRES THE UNI)FR4l1„NF.0 ANO CA1'l7NE, INC. LAND SURVEY-LAVS and 1VAPPIR5 MAKE NO RfSERVATION5 OR (-,Lllf?VITEF_S AS TO RIE: INF0RWATION RFFLECTEU 11ERFCW PERTAIN;NC TO EASEMENTS, RIf7T'S LSF WAY, SEMACK LINES. AG17ELMENTS ANO OTHER MATTERS. ANJ FURTHER THIS INSIRVMEN1' IS NOT INTENDED TO RmLCT OR SF -I T'c)Rlf All SGfk VAITERS. SL'(H INrXOATION 5H(kX0 BE VVTAINE^ .WD CMnRMEn OY 011417175 MRLN1CH APPROPRIATE TITLE VERN-TCAICW. ABBI7F VIA TIONSIEGEND: NO.-NUA fiE'R aY P T -POINT OF fANGENCY�a C:wC-CONf.REiE WE WALL FA5£WENi _ - Y F•£. FENCE EASEMENT R,-R1lNJ5 r'f.-POINT OF 1NTFPSECTIO'4 L.S LAND 3(%RVEYOR P.R.C.-PUINT OF RF_VFRSE CURVATURE D.E-DRAINAGL EASEMENT CH.-CHUPO RC -POMT OF CURVATURE. C.R•-DFnC7.AL RECCViOS P.C'.C.-POINT Cr COMPOUND CViVATUR( U.F. -UTILITY EASEMENT ARC -ARC LENGIH L.d-LICCHSED BLIS.'NESS CI+.ARG.- 'Hcwv Df;AR1NC Sd'1J.E.-•SIGIEWYAI./L * IJT1LITr EA';EIVENT O.V.&Sr.-ORAINAGE, UTILITY A ati _RLhVE' A -7C -•AIR COND11)raVER PA0 3VEL IA 'fNTR,U ANGLE) O.&VX.•'LMAINA„f: & UTILITY EASEMENT SIDEWALK EAS£M£AIT Iffis SURVEY Nor VAVJ (/NLFSS FM801igv r'RI'VtS7Q�/ DAIE� Y ! WTH THC--'I(WAlQjK MID RAILED SEAL Of- INC. F.IL l d• , 1 Ft.wt0,9 LIC£NSEO SUR',f ,VP AND MAPPER 340 COUNTY ROAD 4.77 SOUTH----- L(NoGWO00, r-[O9iCIA '2750-54-99 VLKRNICK F'. CAV004F - PP'E5IUENT / TF.LErNONE (407) .lin-pogo r+,(},IDA SURVE"CR & MAFPf,R &L'MFER 2OC-) F.44 No. (407 .79•-3536 'tr SIJS) BhES5 N(/ifFi(I? L.B.5071 I,(;T by NEIL W.0.2-00.2-13535 i G40D filLf.: rR0M1CC>L! •I.O+W,; ®aLOMDO SCREEN Fa flWH1HQ 835 Sunshine Lane, Altamonte Springs, Florida 32714 (407)862-6060 FAX (407)862-1221 LIMITED POWER OF ATTORNEY I, Bernard Duncan, hereby authorized :nPf-Fla h-MCC-Af\to obtain a permit for the following: 1 LOT: Subdivisioncr(�u_n Colom Address : [> 'ROW 4 OWNER of Property: IC(]bef-+ Address: S��rnP i BERNARD DUNCAN PRESIDENT Sworn to and subscribed to me this by Bernard Duncan who is personally known to me and who did takeanoath. SUSAN L. MATRE MY COMMISSION MCC 847404 NOTARY: s 9 EXPIRES: July 12.2009 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL ot, `tii•rninolt- C imintl ^ylrriv s+lpp rgisrr g S yy t�tlYKli tiae�hrU 17.327"F3 g 2003 WORKING VALUE SUMMARY GENERAL Value Method: Market Number of Buildings: 0 Parcel Id: 33-19-30-50S-0000-0140 Tax District: S1-SANFORD Depreciated Bldg Value: $0 Owner: MARONDA HOMES INC Exemptions: Depreciated EXFT Value: $0 Address: 1101 N KELLER RD STE F Land Value (Market): $21,160 City,State,ZipCode: ORLANDO FL 32810 L and Value Ag: $0 Property Address: Just/Market Value: $21,160 Subdivision Name: CROWN COLONY SUBDIVISION Assessed Value (SOH): $21,160 Dor: 00 -VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $21,160 SALES 2002 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp WARRANTY DEED 12/2002 04646 0743 $480,000 Vacant 2002 Tax Bill Amount: 2002 Taxable Value: Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 14 CROWN COLONY SUBDIVISION PB 61 LOT 0 0 1.000 21,160.00 $21,160 PGS 76 - 78 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax urposes. * If you recently purchased a homesteaded property your next ear's property tax will be based on JusUMarket value. llttp://www.scpafl.org/pls/web/re_web.seminole_county_title?PARCEL=3319305QS000001.. 7/l/2003 DULANDQ SCREEN & AWNING, INC AL -1 Inc. 41-o 1-2003 240" 11 XZ z 0 0 N pq FLAT Page 1 of/2 t'1 � < ;�► O tr+ "n a� TT - o ,rn ov Cz kx■ �y eN< Vj W Lawrence E. Bennett Civil Engineer & Development Consultant P.O. Box 214368 South Daytona, F1 32121 386-767-4774 386-767-6556 fax January 01, 2003 TO ALL BUILDING DEPARTMENTS Re: "Aluminum Structures Design Manual" Master File Engineering Dear Building Official, This is to certify that the following contractor is hereby authorized to use my current "Aluminum Structures Design Manual" for the year 2003. Bernie Duncan AAF Mid F1 Dulando Screen & Awning 835 Sunshine Ln Altamonte Springs FL 32714 Thank yoWTbrjygur as tance. •. C Lawrence E . ;' tt.- P E. #166 %:Ia•+s SECTICN 7 SOLID ROOF' PANEL PRODUCTS Tacie 7.4.1 Structaii 3uiiding Systems Inc. Snap 3 Locx R9 Composite Root Panels Allowable Spans for Composite Roof Panels @ Various Loads Aluminum Alloy 3905 H-14, H -"c5 Foam Core E.P.S. 1# Density Manufacturers' Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Care E.P.S. 41 Density 7- .- Ja- ,- a Ate.- 11111-4 a.""..I I Glass Rooms 'Mnd Region Open Structures MonoSloced Roof I Screen Roams MonoSioced Roof Partially Enclosed I Enclosed Glass Roams Ovemang i Cantilever All All 132 3 4 ! 2: i 3 I 4 182 3 span I span I scan scan span scan I span span 4 1&2 3 4 I scan span soap span 100 MPH 1 21'-4" 23'-10-1 23'-0" 20'-4" 22'-9" 1 21'-11" 13'-8" 1 15'-1" 1 14'-7" 15'-1" 1T-9" 1 16'-j 4'-0" 110 MPH 121'-4' 23'-10' 23'-0" 1 18'-3' 1 20'-11' 1 20'-2" 11'-7' 1 13'-6. 1 13'-1" 13'-9" 1 16-4" 1 14'-10" 4'-0' 120 MPH 120'-4' 1 22'-9' j 21'-11-1 1T-5- 1 19'-5" 1 18'-10' 1 10'-8' 1 12'-5" 1 11'-0" 1 12'-8" _ 13'-11" 1. 13'-8. 1_ X-0" 1 1123 MPH 19'-6"-I 21'-10" 1 21'-1' 1 '5'-11' 1 18'-71" 8'-3" I 10'-5' I 1"- ' I 11'-3" ! 11'-8" 1 13'-3" 13'-2 1 1'-0 130 :APH I 18'-0" 1 ZT-c 1 19'-5' 1 16-1' 1 1T-9" 1 '6'-3" 1 9'-10" 1 10'-11" ! 10'-7' I 11'-1" 1 12'-11" 1 1Z-3 140 MPH I '21-4" 1 13'-9" 1 13'-3' I 12'-4' 113'-9' I 13'-3" 1 T-2- 10'-3" 1 T-11" 1 10'-3" 1 11'-0" 1 11'-1' 1 1150 MPH 1 12,-1, 1 13'-9" 1 13'-3" i 12'-4" 1 13'-9" 1 13'-3" 1 T-7" I 9'-7' 1 9'-3' 1 9'-8" 1 10'-3" 1 10'-4" I I 3' x 48" x 0.030" Roof Panel pen n Structures Mono -Sicced Roof I I ?3rvaily Encxsad I Glass Rooms Glass Roams 132 I 3 I 4 I 1&2 ( 3 I 4 I 132 I 3 span span soan scan soan soan scan soan Mnd Region 1 Open StructuresI MonoSloced Roof -,&2 3 4 Baan scan I scan Screen Rooms MonoSloced Roof ( 132 ' 3 1 1 scan I soan I Baan I P3rtia:ly Enc:osea 3 4 span I Baan scan I 182 Baan Encloses J I 1 3 1 4 scan i scan Ovemang / Cantilever All Roofs 100 MPH 124'-11' 1 2T- 4, 1 ZT-0' , 2T-10" ' 26'-3" 1 25'-9" '5'-10" I 18'-5' 17'--0' 1 '8'-0" 1 20'-10" , 20'-2" I I 1&2 scan 110 MPH I 24'-11' 1 2T-0" 121 11 ! 24'-8" 1 '3'-3" a'- 1 15'-10" 5'-- 1 16'-2" 1 19'-3" 'T-3" 1 2-''-3' 20 MPH I 0" ! .6-3. 5'-9" 20'-3 -;0" i I 1S'-9" ! 16 8" I �' s ^,- '1-3" 1 7.-0, , 15'_.0" 110 MPH 23'-5" 123 MPH 127-11' 1 5-T i _ '-9" 1 19'-10" 1 22'-2" 1 --1'-5" 12'-8" t 14-_" 3'-9" I 1a'-:" 1 16'-0" I 123 MPH 1130 MPH 1 "1'-2- 1 23'-7" ' -10" 1 18'-8" 1 Z0'-10" 1 201-2" '-8" 1 13'-3' " 3- 1 13._9. ! ,, 14._10, 115'-2" 1d0 MPH 1 14'-5' 1 16-2" I 15'-7" 1 14-5" 1 16'-2" 1 15'-7" 1 10'-9" 1 12'-3" 11'-7" 1 12'-8" 1 14'-2- '3'-3" X-0' I 150 MPH I 1 a'-5" 1 16'-Z" 1 15'-7 1 14'-5' 1 16'- 1 ' T-77 1 10'-0" 1 -1'-3" 0'-' 0" t 11'-Z" I 13'-_ 1 ; 2%9" 1 X 7" i i" t 48" x 0.024" Roof Panel pen n Structures Mono -Sicced Roof I Screen Rooms MonoSlocea Roof I ?3rvaily Encxsad I Encrosea Glass Roams 132 I 3 I 4 I 1&2 ( 3 I 4 I 132 I 3 span span soan scan soan soan scan soan 4 I 132 I 3 span soan scan I Open Structures Mnd MonoSloc--Roof ( Screen Roams MonoSloced Roof Partially Enc:osea 2T-5" 1 Eac:osea Ovemang i I Cantilever Region 132 scan I 3 soan I 4 soan 132 scan i 3 soan 1 4 1 scan I 1&2 scan 3 scan 4 1 scan ( 132 scan i 3 I 4 scan scan ' All Roofs 14.130 MPH 1 23'-5' 126'-2" I 276-3" 1 2-''-3' 1 24'-1 _4'- I 1S'-9" ! 16 8" 15-11 1 1T-5' 1 19 0 1 18'_10" 110 MPH 23'-5" 126=_' 1 "5' i 120'-8" 1 22'-1 _ '-2" 1 13'- 4'-10" I 1�'-4" I 15_1" 1 4'-0" I 123 MPH 1420 MPH I 22'-3' 124'_1.•2X- t'9'-1" I ' " 3- 1 13._9. ! ,, 14._10, 115'-2" 1 123 MPH) 19'-0' 118'-5' 81-.3" ! 20'-9" 1 .V-3 1 1 T-3' i -3" ! 12----0- 1 13--4F 1 14'-11, I 1 X-3" 1 130 MPH 1 19'-9" 1 22'-1" 1 21'-v 1 17-5, 1 19'-0"" 1 18'-10" 1 10'-9" 1 12'-7" 1 11'-8" 15-11" 1T-11' I 17-3' 12'-5" 140 MPH 1 13'-5 1 15'-1" 1 1.4'-7" 1 13'-6" 1 15'-1" 1 1a'- I 10'-1" I 11'-3" 1 10'-10" 1 11'-3" 1 13'-3" 1 12'-9" 1 4'-0" 150MPH I 1T-3 1 15'-1" I ', X-7.1 13'-.6' 1 15'-1" 1 14'-7" 1 9'-5' I 10'-,3- 1 10'-2" 1 10'-5" 1 12'-4' 1 11'-4" .s" - An- ,- n nan" Pnnf Danol I Glass Rooms Wind Region pen n Structures Mono -Sicced Roof I Screen Rooms MonoSlocea Roof I ?3rvaily Encxsad CrVX ENGINEER-OEVaOPMENTCONSUL7AN7 Encrosea Ovemang i Cantilever All Roofs 132 I 3 I 4 I 1&2 ( 3 I 4 I 132 I 3 span span soan scan soan soan scan soan 4 I 132 I 3 span soan scan 4 soan 100 MPH 127-9" 30'-11' 1 29'-11" 2T-5" 1 29'-6" ( 28'-7 1 18'-3" 1 20'-5" 119'-9' 1 20'-8" 23'-1" 1 22'-1" 1 x-0" 110 MPH 1 2T-9' 1 30'-11" 29'-11' ( 24'-4" 2T-2" 26'-3" 15'-9" 18'-6" 1 1T-11' 1 19'-1" 21'-5" 20'-8' I X-0- 120 MPH 1 26'-5" 29'-6" 1 28'-7' 22'-8" 1 25-4" 1 24'-5" 14'-5" 16'-1" 1 15'-7" 1 1T-8" 19'-7' 18'-11" 1 4'-0" I 123 MPH 25'-5- 28'-5' 1 27-5" 1 21'-11" 24'-7' 1 23'-9" 14'-1" 15'-9' 115'-2" 15'-10" 19'-0' 118'-5' 1 W-0' 130 MPH 1 23'-5" 26'-2' 25'-4' 1 20'-8" 23'-1" 1 22'-4, 13'-4" 14'-11' 14'-5" 115'-0" 117-11' 16'-3" 4'-0- 140 MPH 1 15'-11' 1T-11' 1T-3' I 15-11" 1T-11' I 17-3' 12'-5" 13-- 0-1 13'-5' 14'-0' 1 15'-8' 15'-2" 4'-0' 150 MPH 1 15-11' 1 17-11' 1T-3' 15'-11' 1 1T-11' 1 1T-3" 11'-2" 12'-11' 12'-8' 1 13'-1' 1 14'-7' 1 14'-1' 1 4'-0" Note: Total roof panel width = room width + wail width + ovemang. Lawrence E. Bennett, P.E. S T R U C TA L L• CrVX ENGINEER-OEVaOPMENTCONSUL7AN7 P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE (388) 787.4774 3.`.0 BURBANK, OLDSMAR, FL 246 -"906 LOCAL (813) 855-2627 FAX (388) 787-8558 NATIONWIDE 1-800-889-3706 FAX (8131 854-2802 PAGE CC) COPYRIGHT 2003 7-42 NCT70 6E REPRCCUCED IN'NHCLE CR !N PART WITHCUTTHE WRR"EN PERL41SSICN OF LAWRENCE E SENNETT, P.E. ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS I SECTION 2 Table 2.2.1 Allowable Attributable Roof Area per Post for Carports, Patio Covers, and other Open Buildings - ALUMINUM POSTS xamp e.• Aluminum Post Wind Load = 100 MPH 110 MPH 120 MPH 123 MPH 130 MPH 150 & 140 MPH Applied Load = 10 #/SF 12 #/SF 14 #/SF 15 #/SF 16 #/SF 1 30 #/SF Maximum Allowable Roof Area in Square Feet for Various Loads on Post Height Load (Ibs.) 2" x 2" x 0.044" Hollow Extrusion or 2" x 2" x 0.045" Snap Extrusion - Aluminum Alloy 6063 T-6 7'-4" 1 2.064 206 172 1 147 1 138 1 129 1 69 8'-7" 1 1,548 155 129 1 111 1 103 97 1 52 9'-10" 1 1,204 120 100 86 1 80 75 40 11'-1" 903 90 75 65 1 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 1 171 91 9'-6" 2,502 250 209 179 167 156 83 10'-11" 1,596 1 60133 114 106 100 53 12'-3" 1,197 120 100 86 80 1 75 1 40 Height Load (lbs.) 3" x 3" x 0.040" Roll Formed - Aluminum Alloy 3105 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 1 46 15'-0" 1,042 104 87 74 69 65 1 35 Height load (lbs.) 3" x 3" x 0.060" Roll Formed -Aluminum Alloy 3105 H-14 11'-O" 3.600 360 1 300 1 257 1 240 T 225 1 120 12'-10" 2,700 270 1 225 1 193 1 180 1 169 1 90 14'-8" 2,100 210 1 175 1 150 1 140 1 131 1 70 16-6" 1,575 158 1 131 1 113 1 105 1 98 153 Height Load (Ibs.) 3" x 3" x 0.060" Fluted Hollow Extrusion - Aluminum 6063 T-6 11'-10" 3,408 341 284 243 227 213 114 13'-10" 1 2,556 1 256 213 183 170 160 185 15'-10" 1 1,988 1 199 166 142 1 133 1 124 1 66 17 -1 0---r E 1 1.491 1 149 124 107 1 99 1 93 1 50 Find Roof Area Needed; Area = 'A'; Post Spacing ='S'; Structure Projection =W A = S x (W/2 + 0. H.); If 'S' = 10', W = 24', and 0. 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" Hollow Extrusion can NOT be used since it can only support a roof area of 114 Sq. Ft. T. 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. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 7674774 FAX (386) 767-6556 I O NOTTO BPIE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 1 PAGE2-45 AC I v M v D N m 6 �r o m o M m r T -, m A m rn m Cn 0 m . =C'CO O >m(D D m :7 CD A➢off rC: y . Jzm -i Table 2.1.4-120 Allowable Spans For Miscellaneous Framing Beams Used in Attached Covers, Fourth Wall Structures, or Freestanding Gabled Carports For 3 second wind gust at 120 MPH velocity; using design load of 14 #/SF Aluminum Alloy 6063 T-6 Single Self -Mating__ Tributary Load Width Beams Beams 6'-0" 7'-0" 8'-0" 9'-0" 1 10'-0" 1 11'•-0" 12'-0" 13'-0" 1 14'-0" 1 15'-0" 1 16'-0" 17'-0" Allowable Span V/ bending 'b' or deflection 'd' Allowable Span 'l.' / bending 'b' or deflectiun 'd' 2" x 8" x 0.072" x 0.224" 24'-3" d 2" x 4" x 0.044" x 0.100" 9'-5" d 8'-11" d 8'-6" d 8'-2" d 7'-11" d 7'-8" d 7'-5" d -l'-3" b 6-11" b 6'-9" b 6'-7" b 64" b 2" x 5" x 0.050" x 0.100" 11'-8" d 11'-1" d 10'-7" d 10'-2" d 9'-10" d 9'-6" d 9'-3" d 8'-11" bj 8' 8" b 8'-4" b 8'-1" b 7'-10" b 2" x 6" x 0.050" x 0.120" 13'-8" d 12'-11" d 12'-5" d 11'-11" d 11'-6" d 11'-2" d 10'-10" b 10'-5" b 10'-0" b 9'-8" b 9'-4" b 9'-1" b 2" x 7" x 0.055" x 0.120" 15'-6" d 14'-9" d 14'-1" d 13'-7" d 13'-1" d 12'-8" d 12'-2" b 11'-8" b 11'-3" b 10'-11" b 10'-7" b 10'-3" b 2" x 7" x 0.055" w/ insert 18'-9" d 17'-10" d 17'-0" d 16'-5" d 15'-10" d 15'-4" d 14'-11" d 14'-6" d 14'-2" d 13'-10" d 13'-6" d 13'-3" d 2" x 8" x 0.072" x 0.224" 19'-3" d 18'-3" d 17'-6" di 16-10" d 16'-3" d 15'-9" d 15'-3" d 14'-10" d 14'-6" d 14'-1" b 13'-7" b 13'-3" b 2" x 9" x 0.072" x 0.224" 21'-1" d 20'-1" d 19'-2" d 18'-5" d 17'-10" d 17'-3" d 16'-9" d 16'-4" d 15'-9" b 15'-3" b 14'-9" b 14'-4" b 2" x 9" x 0.082" x 0.306" 22'-5" d 2VA" d 20'-5" d 19'-7" d 18'-11" d 18'-4" d 17'-10" d 17'-4" d 16'-11" d 16'-7" d 16'-2" d 15'-9" b 2" x 10" x 0.092" x 0.369" 26'-4" d 24'-11" d 23'-11" d 22'-11" d 22'-2" d 21'-6" d 20'-11" d 20'-4" d 19'-10" d 19'-5" Double Self -Mating Tributary Load Width Beams 6'-0" 1 T-0" 8'-0" 9'-0" 10'-0" 11'--0" 12'-0" 1 13'-0" 1 14'-0" 15'-0" 16'-0" 17'-0" 17'-0" (Perpendicular to Webs) Allowable Span V/ bending 'b' or deflection 'd' 2" x 8" x 0.072" x 0.224" 24'-3" d 23'-0" d 22'-0" d 21' 2" d 20'-5" d 19'-10" d d 18'-9" d 18' 3" d 17'-10" d 17'-6" d 17'-1" d 2" x 9" x 0.072" x 0.224" 26'-7" d 25'-3" d 24'-2" d 23'-3" d 22'-5" d _19'-3" 21'-9" d 21'-1" d 20'-7" d 20' 1" d 19'-7" d 19'-2" d 18'-9" d 2" x 9" x 0.082" x 0.306" 28'-3" d 26'-10" d 25'-8" d 24'-9" d 23'-10" d 23'-1" d 22'-5" d 21'-10" d 21'-4" d 20'-10" d 20'-5" d 19'-11" d 2" x 10" x 0.092" x 0.369" 32'-8" d 31'-1" d 29'-8" d 28'-7" d 27'-7" d 26'-8" d 25'-11" d 25'-3" d 24'-8" d 24'-1" d 23'-7" d 23'-1" d Double Self -Mating Beams with 2 x 4 SMB added TributaryLoad Width to Top or Bottom 6'-0" 1 7'-0" 1 8'-0" 9'-0" 10'-0" 11'•0" 1 12'-0" 13'-0" 14'-0" 15'-0" 16'-0" 1 17'-0" (Perpendicular to Webs) Allowable Span V1 bending 'b' or deflection 'd' 2" x 8" x 0.072" x 0.224" 27'-7" d 26'-2" d 25'-0" d 24'-1" d 23'-3" d 22'-6" d 21'-10" d 21'-3" d 20'-9" dl 20'-4" d 19'-10" di 19'-6" d 2" x 9" x 0.072" x 0.224" 29'-11" d 28'-6" d 27'-3" d 26'-2" d 25'-3" d 24'-6" d 23'-9" d 23'-2" d 22'-7" di 22'-1" d 21'-7" dl 21'-2" d 2" x 9" x 0.082" x 0.306" 31'-5" d 29'-10" d 28'-6" d 27'-5" d 26'-6" d 25'-8" d 24'-11" d 24'-3" d 23'-8" all 23'-2" d 22'-8" di 22'-2" d 2" x 10" x 0.092" x 0.369" 35'-11" d 34'-2" d 32'-8" d 31'-5" d 30'-4" d 29'-5" d 28'-7" d 27'-l-- d 27'-2" d 26' 6" d 25'-11" dl 25'-5" d Gaoled sloped roofs include gables with a root slope greater than 1" in 12". - Note: 1. It is recommended that the engineer be consulted on any carrier beam that spans more than 35' 2. Spans are based on 120 M.P.H. wind load plus dead load for framing. 3. Span is measured from center of connection to fascia or wall connection. 4. 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. 5. Spans may be interpolated. D 0 M 90 _n X M M D Z 0 Z G) n n M X W D Z G r_ to 2 M SECTION 3 j SCREEN, ACRYLIC / VINYL, GLASS & MODULAR 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 1/2" 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 ANCHOR 1"x 2" CHANNEL TO CONCRETE WITH 1l4" 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. CR FIBER MESH VAPOR BARRIER UNDER CONCRETE SCALE: 3"= l'-0" 00 HEADER BEAM (4) #10 x 1/2" S.M.S. EACH SIDE OF POST H -BAR OR GUSSET PLATE 2"x2"OR2"x3"OR2"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"= l'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767.4774 FAX (386) 767-6556 I PAGE3.14 I O NOT PTO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION 7 1 SOLID ROOF PANEL PRODUCTS RIDGE CAP #8 x 9/16" TEK SCREWS @ PAN RIBS EACH SIDE CAULK ALL EXPOSED SCREW HEADS & WASHERS #8 x 1/2" S.M.S. (3) PER PAN AND (1) AT PAN RISER ALTERNATE CONNECTION: #8 x 1-1/4" SCREWS (3) PER PAN INTO BEAM THROUGH BOXED END OF PAN AND HEADER WHEN FASTENING PANELS OR PANS TO WOOD PLATES SCREWS SHALL HAVE A MINIMUM EMBEDMENT OF 1" CAULK ALL EXPOSED SCREW HEADS & WASHERS FOR COMPOSITE ROOFS: #10 x (t + 1/2") S.M.S. W/ 1-1/4"0 FENDER WASHERS @ 12" O.C. (LENGTH = PANEL THICKNESS + 1") @ ROOF BEARING ELEMENT (SHOWN) AND 24" O.C. @ NON-BEARING ELEMENT (SIDE WALLS) PAN ROOF ANCHORING DETAILS ROOF PANEL TO BEAM DETAIL SCALE: 3" = 1'-0" SEALANT PAN HEADER (BREAK - FORMED OR EXT.) HEADERS AND PANELS ON BOTH SIDES OF BEAM FOR GABLED APPLICATION PAN OR COMPOSITE ROOF PANEL #8 x 1/2" S.M.S. (3) PER PAN ALONG PAN BOTTOM FOR PAN ROOFS: (3) EACH #8 x 1/2" LONG S.M.S. PER 12" PANEL W1314" ALUMINUM PAN WASHER ROOF PANEL (PER TABLES SECTICN i ) SUPPORTING BEAM (PER TABLES) ROOF PANEL TO BEAM FASTENING DETAIL SCALE: 3"= 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767.6556 PAGE © COPYRIGHT 2003 7-14 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 7 I SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER #10 x 1-1/2" S.M.S. OR WOOD )OD SCREW (2) PER RAFTER OR TRUSS TAIL #10 X 3/4" S.M.S. OR WOOD SCREW SPACED @ 12" O.C. EXISTING HOST STRUCTURE WOCD FRAME, MASONRY OR OTHER CONSTRUCTION FOR MASONRY USE 1/4" x 1-1/4" MASONRY ANCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O.C. #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES — ROOF PANEL RCCF PANEL TO FASCIA DETAIL SCALE: 3" = V-0" jf � w� za ¢w CLC ROOF PANEL TO WALL DETAIL SCALE: 3" = 1'-O" EXISTING FASCIA #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES ROOF PANEL NOTES: 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. PAGE HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S 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.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 © COPYRIGHT 2003 7.4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. A. U. S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT B. TYPE OF LOAN SETTLEMENT STATEMENT - ---- I. FHA 1. F]FMHA 3. ❑x CONV. UNINS. Kampf Title & Guaranty Corporation 200 West First Street a. vn s. OcoNv. INS. Sanford, Florida 32771 6. File Nwnb.: 7. Lom N- b ­ 407 -322-9484 407-322-9484 fax: 407.330-5062 56709 00000100118 8. Mnnyaye Ins. Cu<Nn.: C. NOTE: This./brut is fitrnished to give you a statement ojactua/ seldement costs. Amounts paid to and by the settlement agent are shown. /tents marked (p.o.c.) were paid outside the closing. They are shown here for in(atwrational pwposes and are not included in the totals. 400. Gross Amount Due To Seller: ROBERT H. BLOOM and AUDREE BLOOM D. Borrower: 4475 WILLA CREEK DR., #203 137 525.00 WINTER SPRINGS, FL. 32708 _ Contract Sales Price MARONDA HOMES, INC. OF FLORIDA E. Seller: 1101 North Keller Road, Suite # F Orlando, Florida 32810 Personal Property MFC MORTGAGE INC., OF FLORIDA F. Lender: 2605 Maitland Center Parkway, # G 4,036.06 Maitland, Florida 32751 118 Royalty Circle G. Property: Sanford, Seminole County, Florida 32771 Adjustments for Items Paid by Seller in Advance: Lot 14, CROWN COLONY SUBDIVISION, Book 61, Page 76,7 and 78 SEMINOLE County, Florida H. Settlement Agent: KAMPF TITLE AND GUARANTY CORPORATION J. Summary of Borrower's Transaction I K. Summary of Seller's Transaction 100. Gross Amount Due From Borrower: 400. Gross Amount Due To Seller: 101. Contract Sales Price 137 525.00 401. Contract Sales Price 137 525.00 102. Personal Property 402. Personal Property 103. Settlement Charges to Borrower line 1400 4,036.06 403. Adjustments for Items Paid by Seller in Advance: Adjustments for Items Paid by Seller in Advance: 106. City / Town Taxes 406. City / Town Taxes 107. Count / Parish Taxes 407. Count / Parish Taxes 108. Assessments 408. Assessments 109. SURVEY 200.00 409, SURVEY 200.00 120. Gross Amount Due from Borrower: 141 761.06 420. Gross Amount Due to Seller: 137 725.00 200. Amounts Paid by or in Behalf of Borrower: 500. Reductions in Amount Due to Seller: 201. Deposit / Earnest Money 1000.00 501. Excess Deposit see instructions 1000.00 202. Principal Amount of New Loan 110,000.00 502. Settlement Charges to Seller Line 1400 2,500.00 203. Existing Loans 503. Existing Loan(s) 204. 504. Pa off of First Mortgage to 205. 505. Payoff of Second Mortgage to _ 206. 506. Purchase Money Mortgage to 207. 507. Record Releases 21.00 208. 508. Courier Pk ./Proceeds 26.00 209. 509. 10 Year Warranty 75.64 Adiustments for Items Unoaid by Seller: Adiustments for Items Unoaid by Seller: 211. County / Parish Taxes Jan I, 2003 thru Jun 19, 377.78 151 I. County / Parish Taxes Jan I, 2003 thru Jun 19, 377 78 Seller: 300. Cash at Settlement from / to Borrower: 1600. Cash at Settlement to / from Seller: 303. Cash From Borrower HUD -1 May 2002 June 19, 2003 10:31 AM $30,383.28 1 603. Cash To Seller: $133,724.58 OMB No. 2502-0265 RESPA handbook 4305.2 7-11-203 9:13AM FROM A. L. S. 1Tr;l•ARTMENT OF HOUSING AND URBAN DEVELOPMENTII e. TYP9 Or LOAN SETTLEMENT STATEMENT 1. r ��A 2 OrMNA ) O CNV. tlNlhf Kamp[Titte &Guaranty Corporation � C1�� � Q��Y INf 200 west First Sheet Sanford, Florida 32771 4 rfkN ml- I tw,Nwbw -- 407.322-44114 lex:407.330,50w 5_6709 _ tnxx10100118 • rn..n,v. 1... Gua C buz YAn / nr aslrlrrlJAcrf n. g,re lroa a slaferrlurr of (I('IffRI rrrrImml r9,1). 44wealls pau! 1. gad ty NM Sergi r agrjj! arY sho_. Ueml 410r4MI -- (/r.u1!aCr rd uu7,rrlQ lir¢ Clwurr. I trey are slruwn lies a to a fu_madurfut yrliHrsrr urrAut'r Myr rncl4drr! nl flrr IWa7S ROBERT H. BLOOM and AUDR£>r BLOOM - "---- D.13otTcwer: 4475 WILLA CREEK DR, 0203 WINTER SFJ UNGS, FL 32708 MARONDA HOMES. ININC OF FLORilln -- - E Seller: 1101 North Koller Road. Suitc it F Orlando, Florida 32810 MFC MORTGAGE INC.. OF FLORIDA - - F. Leader: 2605 Malth%nd Cenict Parkway, u ti Maitland, Flonda 52751 118 Royalty Circle -- - -- -` G. Property Sanford, Suminvle County, Flouda 32771 Lot 14. CROWN COLONY SUBDIVISION, book 61, Paige 76.77 and 79 SF-MTNOLE County, Flouda H. Settletrtent Agu1t: KAMPF MEE AND GUARANTY CORPORATION Place of Settlement: 200 West First Street, Ssnford, Flonda 32771 SEMINOLE Cv_unty - - 1- Settlement Dato' _ lune 20, 200303 J. Summary of Borrower's Transstrio+l K. Summary of Seller's Transaction 100. Gross Amount Due From Borrower: r 400. Gross Amount Due To SrllsE;_ 101.Contract Saia Puce yS25;W_ 4V! C rntrnct Sales P, 117 525.tYJ 102 PcM-.d {_lvpMy _ 402. Pcraond Pronncv Advance: 104 _ SURVEY I20. Gross Amount Due frum Borrower: 141.76 200. Ampvab Paid by or in behalf of Borrower: 20i_"it/it/EumestMvgeX— 202. Prin j! lal ^mount of Ncw Luan 110.0001 203. &tictinY Lwn(i)- — _ 204. 205 - 203- 2v9. - - Ad u3tments for Items Unpaid by Seiler: 210 City I Town Taad Coun- I Parr+tl Taxcs Jan 1 2093 thr Adlustments for ltcnn Paid*6y Shccr In Advance:— mfo. Gy LT,) Cm, _ 407 l.ountyrHunahTaxfa__ --•----•_--- --- 409. Siiltvf y _ 200 aV 420. Gross Amount Due to Ilcr: _ .137,729.00 u 211. wl ' 37778 511 2003 - -. _ 2VV3 212 Axsocwncros Sit. A>se 220. Total Paid by /for Borrower: 111.377.78 520. ut+ JW. Cash at S_eWwment from I to Borrower: 600. Cash 303. Cash Froin Borrower: touat Dui lv Se�rt. __ .mstructionsl 1,00000 V to $CIIV Linc 1400) tottYaYc to Releases—zip Warranty 7S.W _its for Items Unpaid br Seller: own Taxes _ ! ParnA Taxci Jaa 1, 2uV3 Mru Jun 19, 377.78 teducilous io Am_vunt Due Seiler_ 4,000.42 Setuemcnt to / frau Seiler: S30,383.281 603. Cash To Seller: 5133,724.S$ 1400-I May Z092 OMB No 2502-0265 P. 1