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HomeMy WebLinkAbout118 Lake Ada Cir 04-414 Patio ScreenPermit # OLI Job Address: / O Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION Date: / / N Ud Zoning: Value of Work: $ /46ai Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout && Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Q " /a/ "` dad - )%40 (Attach Proof of Ownership & Legal Description) Owners Name & Address: / 7 (/,4h P n J AIiB A -w -2 &-... Pam_ — I. _OA-Vn _ ' Phone: ALvL e7M S-. Name & Address: Number: Phone & Fax: %07-47ebt-10/ 7 r. 140V j/„79 ht*# %4soni$9C17f9@K- Bonding Company: Address: Mortgage Lender t.t.`.._.Nu V 11- -... Address: Architect/E ne r: ,/ r7s.C, ' Phone: 7d"(* - / f01 - SF 11 / 5F Address: 4L+.J d 'a s rTn Fax: Jk - 70 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 regulatiri construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINJ" TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ; n c : ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. n m0g 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 oto CL this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencidlilif a f Acceptance of permit is verification that I will notify the owner of the property of the requiremen f Florida Lien Law, FS 71 $ J1•o3 •; Signature of Owner/Agent Date Signature of Contractor/Agent Date 2 Print-Owner/Agents Name j' Print Contractor/Agent's Name !'••w•••••••y 2 Signature of Notary -State of Florida Date Signature of Notary- to of Florida Date 2 7 E Owner/Agent is _ Personally Known to Me or Contractor/Agent is _ P ersonally Known to Me or Produced ID _ Produced ID n; APPLICATION APPROVED BY: Bid I l- i o3 Zoning: Initial & Date) (Initial & Date) Special Conditions: lqr Utilities: FD: Initial & Date) (Initial & Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL 1 _ < Q Back ) Seminole County V. 4 vprrlvol pnl,srr errues 1 t K. kin) 1, -71 4".nj 7Sllh 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 11-20-30-512-0000-1290 Tax District: S1-SANFORD Number of Buildings: 1 Owner: CLEMENS PATSY 7 & Exemptions: 00-HOMESTEAD Depreciated Bldg Value: $87.538 Own/Addy: SHARP JAMES R Depreciated EXFT Value: $0 Address: 118 LAKE ADA CIR Land Value (Market): $14,000 City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 118 LAKE ADA CIR SANFORD 32771 JustlMarket Value: $101,538 Subdivision Name: HIDDEN LAKE PH 3 UNIT 5 Assessed Value (SOH): $83,434 Dor: 01-SINGLE FAMILY Exempt Value: $25,000 Taxable Value: $58,434 SALES 2003 VALUE SUMMARY Deed Date Book Page Amount Vacllmp QUIT CLAIM DEED 09/1989 02104 1760 $100 Improved 2003 Tax Bill Amount: $1,178 WARRANTY DEED 05/1987 01849 1594 $66,100 Improved 2003 Taxable Value: $56,479 WARRANTY DEED 04/1985 01635 0124 $65,900 Improved DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LEG LOT 129 HIDDEN LAKE PH 3 UNIT 5 PB 29 LOT 0 0 1.000 14.000.00 $14.000 PGS 40 & 41 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1985 6 2,302 1,341 CONC BLOCK $87,538 $94.127 Appendage / Sqft ENCLOSED PORCH FINISHED / 392 Appendage! Sqft OPEN PORCH FINISHED / 107 Appendage I Sqft GARAGE FINISHED / 462 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.scpati.org/pls/web/re_web.seminole_county_title?parcel=1120305120000129... 11 /10/2003 Legal Description, LOT 129, NIDJ)EN LAKE PIIASr III, UNIT V, according tv the glut thereof, as Recorded In Plat Book 29 Pape<s) 40--41 of the Publl Recbrds of Seminole County, Florlda. 5l r[ BENCHMARK / 2 Box-Cvr ON SE CORNER Of DROP iNLEr AT NIV CORNER OF ALDER Cr. d LAKE ADA CIRCLE EtfvA nON — e2 76' L 0 T 1,30 exoposEp e/aTte. covgEN 517E BENCHMARK / I BOX—CVr ON NE CORNER Or MA/1151"ORMER PAD NEAR SW CORNER OF Lot ELEVAnON o 44 76' 4) PLANS REVIEWED CITY OF SANFORD 45. 1' LOT 127 L O r 128 ZONE AE OFFICE COPY PERMIT # SURVEYOR'S R PORT: 1 1) Verl-col Datum is Dosed on: SemMWe County Benehmork Designollon Number J0ol,220f, os hov:ng on Elevolfon of 45 941' (NGW1929) 2) the Surveyor not not abstracted Irte fonds snows hereon rot easements and/or Nghts of way or record. J) No wder9roynd installations. foundotion foolings. or improvements dove been located. I) here may be oddlflonal restrictions that are not recorded on this sketch that may be found in the public records of 114 county 5) here It Ad evidence an the ground Or use of the property which might suggestlo possible claim of easement other than those shown on the sketch. 6) rhos Skeldt was prepared for the IdenWics named hereon and is nontronsferobt{" 7) This rs not o Boundary Survey. CERD(ICATiON: I hereby WWII Thal 11%0 eurvey repreeonled On Ihie moo 'col mode undo, my d4licilon bn the dole shown baled on the inloemollon Iurnishad to me o11 noladandconlOrMs10theuINRALIMIMINICALSTANDARDSFORLANDSUDVEhIICANDuAPPINGINWESTATEOfILORIDAInaccordance +' h CI161G1%-6, rtorido Adrnin'shaliw Cods. Dote or riele svrvey 11e0Ne, ow Iny. TOPOGRAPHIC SURVEY 03/10/UJ NA r1orla ley rR *) w FOR- PA TSY G. SHARP 00015 1291 1 rr = 0' LEGEND 44 I - SPOT ELEVATION (TYPICAL I Noted 0 Professloriol Surveyor 4 Nopper Florida Reglstratlon No 4702 Not void w:lhoul (he •Ignolure and the or101no1 roiled seal of o Ftorido licensed eLrvoyor and rnopper U 1 It t; SURVEYING be MAPPING CORP. 350 S Central Ave.. Oviedo. 1-1 32765 C 0.0 Do. 621892. Oviedo, Fl 32762 Voice (407) 365-1036 Fak (40) 365-1038 4 l.f[efisea Du51nvsS No 5777 rA"VD /.&CJV 3 k( j Wind Regiom ctures .: Mono -$loped Roof Attached Covers Partially Enclosed Enclosed Overhang / Cantilever All Roofs 1&2 span 3 span 4 span span span 4 span 1&2 span 3 span 4 span 182,.: span 3 span -.-span 4 16'-1" 19'-10" 20'-3" 15'-1" 19'-2" 19'-7"` 11'-5"': 14'-7" 14'A1" 12'-9" 15'-9" 16-1" 4' 0"` - 110 15'-7" 19'-10" 20'-3" 4'-0" 18'-2" 18'-6" 10'-8" 13'-7" IT-10' 11'-6" 1.4'-10" 15'-1" 4'-0" 120 MPH 14'-8" 19'-2". 19'-7" 17'-4" 17'-8" . 10'-1" 12'-10" IT-1" 10'-11" IT-1:1" 14'-2" 4'-0" 123 MPH 14'-6" 18'-9" 19'-1" 13'-3" 16'-4" 17'-4" 9`-11" 12'-7" 12'-10" 10'-9" 131-8" 13'-11" 4'-0" 130 MPH 14'-0" 17'-9" 18'A" 12'-9" 15' 9" 161" 9' 7" 11' 10" 12' 5" 10'4" 13' 2" 13'-5" T-11" 140 MPH 11'=2" ` 13'-9"- 14'-0"- 11'-2"' 1 150 MPH 11'-2" 13'-9r- 14'-0", 11'-2" 1 3" x 12' x 0.030" 2 or 5 Rib Riser Panels 3'- 9"'- 14'-0" 9'-2" : 11'-4" 11'=6" 9'-10" 12'-7" 12'-10" 3'-9" 3'- 9" 14'-0" 8'-9" 10'-10" 11'-0" 9'-5" - 11'-7" 12'-3" 3'=7" Glass Rooms " Wind . Region Open Structures Mono - Sloped Roof Screen Rooms Attached Covers Partially Enclosed Enclosed Overhang 1 Cantilever All Roofs 1& 2 span 3" span 4-_ span 1& 2 span 3 span 4 span 1& 2 span, 3 span 4' span 1& 2 span 3 span 4 span 100' MPH 17'-4" 21'-57 21'-10" 16'-4"' 20'-9" 21'-2" 12'-9" 15'-9" 16'-1" 13'-9" 17'-7" 1T-11" 4'-0" 110 MPH 17'-4" 21'-5" 21'-10" 15-2" 19'-7" 20'-0" 11'-6 14'-8" 14'-11" 12'-11" 16-11" 16'-4" 4'-0- 120 MPH 15'-10" 20'-9"' 21'-2" 14'-6" 18`-8" 19'-1" 10'-11" 13'-10" 14'-1" 1T-9" 15'-0" 164". 4'-0" 123MPH 15'-8" 20'-2" 20'-7" 14'-3' 18'-4- 1g-9" 10-9"- 13 7" 13'-11" 11'-7" t4'-9" 15'-1 - 4 9"-- 130MPH 15-2" 19'-2"' 19'-6" 13'-9" 1T-7" 17--11" 10'-4" 13'-2" 13'-5" 11'-2" 14'-3" 14'-6" 4'-0" 140' MPH 12'-0" 14'-10" 15'-2' 12'-0" 14'-10' 15'-2",. 9'-11" 1'2'-6" 12'-9" 10'-8" 13'-7"' 13'-10" 4'70" 150 MPH 12'-0- 1 14'-10"-'` 15'-2" 12'-0" 14'-10" 15'-2" 9'-5"• 11'-8" 11'-11" 10'-2"°->12'-11" 13'-3" T-10" 3" Y 12" x 6-n5n" 2 or Rih Riser Panels Glass Rooms Wind Region Open Structures Mono - Sloped Roof Screen Rooms. Attached Covers Partially Enclosed Enclosed Overhang Cantilever All Roofs 1& 2 span 3.. span 4 ". span 1& 2 span 3 span 4 span 1& 2 Spam 3 span 4 span 1& 2 span 3 span 4 span 100 MPH 20'-3" 25'-0" 25'-6" 19'-7" 24'-3", 24'-9" 14'-11" 18'-1'1" 19'-4" 16'-1" 20'-7" 20'-11" 4'-0" 110 MPH 20'-T 25-0" 25'-6"- 18'-7" 22'-11" 23'-5" 13'-11' 17'-9" 18'-1" 15'-2" 19'-7" 19'-11" 4'-0" 120 MPH 19'-7" 24'-3" 24'-9" 1T-8" 21'-10" 22'-4" 13'-1" 16'-2" 16'-6" 14'-2" 18'-5" 18'-10" 4'-0" 123 MPH 19'-1" 23'-7"' 24'-1" 1T-4". 21:'-5" 21'-10" 12'-11" 16-11" 16'-3" 13'-11" 18'-1" 18'-5" 4'-0" 130. MPH 18'-1" 22'-4" 27-10" 16-1" 20'-7" 20'-11" 12'-5"` 15'-5" 15%8" 13'-6" 1T-4" 17'-8" 4'-0" 140 MPH 14'-1" 17'-4" 17'-8" 14%1" 17'-4" 17'=8" 11'-7" 14'-8" 14'=11" 12'-10" 15'-11" 16'-3" 4'-0" 150MPH 14'-1" 1T-4" 17'-8', 1 14'-1" 1T-4" 17'-8" 11'-0"- 14'-0" 14' 4" 12'-3" 15'-2" 16-6" 4'-0" ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS SECTION 2 i i Table 2.1.3-110 Allowable Roof Beam Spans For Attached Covers, Fourth !Nall Structures, or Freestanding Gabled Carports w For 3 sec. ' _d gust t 110 MPH; using design load of 12 #ISF (36 #1SF for Max. Cantilever) A}u All- 6063 T-6 6 l i I i i i mum y 2" x 7" x 0.055" x 0.120" Self Mating Be 2" x 7" x 0.055" x 0.120" Self Mating Beam WI Insert ft. g b' or deflection 'd') Load Width (ft:) Max. Span 'L'/(bending. W or deflection 'd') 1&2 Spanp 3 SpanF 4 Spanp Max' Cantilever 1&2 Span 3 Span 4'Span Max. Cantilever97, 17'-4" d 21'-5" d 21'-11" d '. T-7" . d. 5 20'-11" d 25'-11" d 26' 5" d 4'-0" d.. 16'-4" d 20'-2" d 20'-l" b T-4" d 6 19'-9" d 24'-5" d 24'-11"' d 4'-0" d 15'-6" d 19'-2" d 18'-7" b T-2" d 7 18'-9" d 23'-2" d 23'-8" d T-10" d 18'-0" b 17'-5" b 3'-1" d 8 17'-11" d 22'-2" d 22'-7" d T-8" d 9 14'-3"" d 11" b 16'-5" b 2'-11" d 91 17'-3". d 21'-4" d 21'-9" d T-7" d d 16'-1" b 15'-7" b 2'-10" d 10 16'-8" d 20'-7" d 20'-8" b T-5" d 11 13'-4" d 1`5'-4" b 14"-10" b 2'-9" d' 11 16'-2"' d 19'-11" d 19'-9" b 3'-4" d 12 12'-11" d' 14'-8" • b 14'-2" . b 2'-8" ^ d" 12 , - 15'-8" d 19'-4" d 18'-11- b T-3" d 2" x 8" x 0.072" x 0.224" Self Mating Beam 2" x 9" x 0.072'"x 0.224"Self Mating Beam Load Width (ft.) Max. Spa n'L'1(bending-'b'or deflection'd') Load Width (ft.) Max.Span 'L'/(bending'b' or deflection'd') 1&2 Span 3 Span 4 Span Max. •; Cantilever 1&12Span 3 Span 4 Span Max. Cantilever 5 21'4' d 26'-7" d 2T-1" d 4%0" .d 5' 23'-7" d 29'-2" d 29%9" d 4'-0" d 6 20'-3" d 25'-0" d 25`-6" d 4%0" d 6 22'-3" d 27'-5" d 28'-0" d 4'-0" d 7 19'-3" d 23'-9" d 24'-0" b T-11" d 7 21'-l" d 26'-1" d 26'-1" b 4'-0" d 8 18'-5" d 22'-9" d 22'-6" b T-9" d 8 20'-2" d 24'-11" d 24'-4" b 4'-0" d 9 1T-8" d 21'-10" d 21'-2" b 3'-8" d 9 19'-5" d 23'-9" b 22'-11" b T-11" d 10., _- 1T-1". A 20'-10"lb._,._20'-1"._b.._,3'-6". d. 10 18'-9" d 22'-7" b 21'-10" b T-10" d 11 16'-7" d 19'-10" b 19'-2" b T-5" d 11 18'-2" d 21'-6" b 20'-9" b T-9" d 12 16'-1" d 18'-11" b 18'-4" b 3'-4" d 12 17'-8" d 20'-7" b 19'-11' b 2"'x 9" x 0.082" x 0.306" Self Mating Beam 2" x 10" x 0.092" x 0.369" Self Mating Beam Load Width (ft.) Max. Spa n 'L'/(bending W or deflection V Load Width (ft.) Max. Spa n 'L'/(bending 'b' or deflection 'd') 1&2 Span 3 Span 4 Span Max. Cantilever 1&2 Span 3 Span 4 Span Max. Cantilever 5 25'-2" d 31'-0" d 31'-8" d 4'-0" d 5 29'-5" d 36'-4" d 37'-l" d 4'-0" d 6 23'-8" d 29'-3" d 29'-10" d 4'-0" d 6 27'-8" d 34'-3" d 34'-11" d 4'-0" d 7 22'-6" d 27'-9" d 28'-4" d 4'-0" d 7 26'-4" d 32'-6" d 33'-2" d 4'-0" d 8 21'-6" d 26'-6" d 26'-9" b 4'-0" d 8 25'-2" d 31'-l" d 31'-9" d 4'-0" d 9. 20'-8" d 25'-6" d 25'-3" b 4'-0" d 9 24'-2" d 29'-11" d 30'-4" b 4'-0" d 10 11 19'-11" d 19'-4" d 24'-8" d 23'-7" b 23'-11" b' 22'-10" b 4'-0" d 3'-11" d 10 11 23'-4" d 22'-8" d 28'-10" d 2T-11" d 28'-9" b 2T-5" b 4'-0" d 4'-0" d 12 18'-9" d 22'-7" b 21'-10" b 3'-10" d 12 21'-11" d 2T-2" d 26'-3" b 4'-0" d i i Gabled. sloped roofs include gables with a roof slope greater than 1" in 12". 9 Notes: 9 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam 9 connection to the above spans for total beam spans. i 2: Spans may be interpolated. E i 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 PAGE COPYRIGHT 2003 i NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS SECTION 2 Table 2.3 Schedule of Post to Seam Size andNumberof Thru-Bolts Required Aluminum Allov 6063 T-6' ' Beam Size Minimum Post Size Thru- Bolts @ L=D+'/2" Minimum Knee. Brace* Minimum # Knee Brace Screws 114" o 3/8" a Hollow Sections 2" x 3" x 0.050" Hollow Tilt 3"x-3"x..0.060"_Scalloped 2 2" x 3" x 0.050" 3) #8 2" x 4" x 0.050" Hollow 3" x 3" x 0.060' Scalloped 2 2" x 3" x 0.050", 3) #8 Self Mating Beams 2" x 4" x 0.038" X 0.100 3" x 3"x 0.060" Scalloped 2 2" x 3" x 0.050" 3) #8 2" x 5"-x 0.050" X 0.100 3" x 3"x 0.060" Scalloped 2" x 3" x 0.050" 3) #8 2" " 0.050"7 0.12U 3 x 3"x 0.060" Scalloped 2 , 2" x 3" x 0.050"' 3) #10 2" x 7" x 0.055" x 0.120" 3." x 3". x.0.093" 3 2 2" x 4" x 0.050" 3) #10 x x0- x x . _x-0:093' 2 2" x 4" x.0.050" 3) #10 2" x 8" x 0.072" x 0.224" 3" x 3"' x 0 093';.. 3 2- : 2" x4": x 0.050' a., . ;,(3) #1.2 . 2" x 9" x-O:072" x 0.224" . = = 3"'x 3`x 0.125" °- - 4 3: 2" x 4" x 0.050 - 3) #14 2" x 9" x 0.082" x 0.306" 3" x 3" x 0.125" 4 3 2" x 4" x 0.050" 3) #14 2" x 10" x-0.092" x 0.369" 4" x 4" x 0.125' 6 4 2" x 4" x 0.050" 4) #14 The minimum number of thru-bolts-is (2) Minimum post/beam may be used as minimum knee brace Thin 4 d 4 =~%firma,_ Mnvimnm Rnnf Arpa"fnr Attachad Carnort Posts Wind Zone = 100 MPH 11O MPH 120 MPH 123 MPH 130 MPH 140 MPH 150 MPH Attached Cover Uplift * = 10 #ISF 12 #/SF 14 #/SF 15 #/SF 16 #/SF 19 #ISF 21 #/SF Free= Standin Uplift, -_ -» - 8c#/SF 9 #/SF 1-1 #/SF -- 12-#/SF._ - 13 #/SF :1 15 #/SF :, 17 #/SF Existing Slab on Grade with unknown. reinforcement: 22 19 15 15 13 11 _. 10 i I 1II j i i Isolated Footing Dimensions** Uplift - Rating ( lbs.) Maximum Attributable Roof Area in Square Feet 1'- 0' x 1'-0" x 1'-0" 293 _ , _ 26 21 18. 17 1513 11 1' 4" x 1'-4" x 1'4" 689 50 41 34 33 29 26 22 1'- 6" x 1'-6" x 1'-6" 988 66 55 45 43 39 34 29 1'- 8" x 1'-8" x 2'-0" 1,791 102 85 70 67 60 52 45 1'- 8" x l'-8" x 2'-6" 2,53T 127 106 88 84 75 65 57 2'- 0" x 2'-0" x 2'-0" 2,343 132 110 91 1 87 78 68 59 2'- 0" x 2'-0" x 2'-6" 3,286 165 138 114 108 97 85 73 2'- 6" x 2'-6" x 2'-6" 4,573 230 191 158 1 151 135 1 118 102 2'- 6" x 2'-6" x T-0" 6,024 276 230 190 181 162 141 1 123 Roof areas based on attached cover uplift loads. Notes: 1. Isolated Footing is a poured concrete rectangular solid (Length x Width x Depth). 2.. Slab on grade must be new or in good condition. °- 3. For free standing covers, multiply above roof areas by 1.25. Pre - Cast Block Footing Pre - cast footing block ( 16" x 16"x 4") at 24" below grade.with 80 # bag pre -mix concrete and backfilled to grade. Maximum Attributable Roof Area in Square Feet 100 MPH 11O MPH 120 MPH 123 MPH 130 MPH 140 MPH ISOMPH Uplift Rating ( lbs.) 10 #/SF 12 #/SF 14 #/SF - 15 #/SF 16 #/SF 19 #/SF 21 #/SF Bag 1'; 734 87 72 60' ` 57 51 44 38 ffDimensions Bag1,819 91 76 63 59 54 46 40 Bag 1, 904 95 79 fib 62 56 49 42 Note: Maximum uplift on past is determined by multipying maximum attributable roof area x applied load. Example; Post tributary roof area 771, Applied load for 110 MPH wind zone = 24#/Sq. Ft., Uplift on post = 77 x 24 = 1,540# Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 A.X 1386} 767-6556 PAGE U OCPYR GHT 200' NOT TO BE REPRQI CED IN !,HOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. DEN.NE- P E. 2-47 rnln Post Wind Load = 100 MPH 110 MPH 120 MPH I 123' MPH 1 130 MPH 1140&150MPHI Applied Load = 10 #/SF - 14 #/SF 1. 15.#/SF 1 .16 #/SF 1 30 #/SF Maximum Roof Area in Square Feet for Various Loads on Post - Load (lbs() T' x 3" x 0.090" rusion::-Aluminum- Alloy 6063 T-6 11'-10" 5,184 370 - 346 1 346 173 3,888 389 278 259 1 259 130 15'-10"- 3,024 302 252 1 216 202 202 101 1T-10" 2,268 227 189 1 162 151 151 76' Height Load (lbs.) T x 3' "x 0.125" Hollow Extrusion:- Aluminum Alloy 6063 T-6 - I T-9" 6,917 - 691 576 494 461 461. 230 16'4": 5,184- -- 518 ,.,., 432 370 ;;.. 346 346.:. 173 18%4". 4 032.._._ 403 336 288• - 269 269 134_ 20'-7" 3 024. 302 252 216 202 202 101- Height Load.(lbs.) 4.' x:"4" x0.125" Hollow Extrusion- Aluminum Alloy 6063 T-6 15'-9.. 9,312 931 776 1 665 1 621 1 621 310 I 18'-5"' 6,984 698 582 499 466 466 233 21%0" 5,432 543 453 388 362 362 181 23'-8" 4,074 407 340 291r 272 272 136 Steep Post Wind Load = 100 MPH 110 MPH 120 MPH 123 MPH 1 130 MPH 1140&150MPH Applied Load = 10 #/SF 12 #1SF 14 #/SF 15 #/SF 16 #/SF 30 #/SF Maximum - Attowable=Roof Area'iyr Square`F et fior Various Loads' on`Post '""' Height Load (lbs.) 3" x 3" x 14 Gauge. Post - 46 k.s.i. Steel 19'-1a" 10,050 1005: 838 718 - 670 670 335 21'-9" - 7,430 743 619 531 .. 495 495 248 23'-9" - 5,638 564 470 403 1 376 1 376 188 25'-9" - 4,371 437 - 364 . 312' _'1 291 1 291- 146 Height Load (lbs.) 3" x 3" x 11 Gauge Post - 46 k.s.l. Steel 19'-8" 15,870 1587 1323 1134 1058 1058 529 21'-7" 11,730 1173 978 838 782 782 391 23'-6" 8,970 897 748 641 598 598 299 25'-6"- 6,900 690 575 493 460 460 230 Height Load (lbs.) 4" x 4" x 14 Gauge Post - 46 k.s.i: Steel 26'-8" 12,650 1265 1054 904 1 843 843 422 29'-3" 1 9,350 935 779 668 1 623 623 312 32'-0' 7,150 715 596 1 r511 477 477 238 34'-8" 5,500 1 550 458 1 393 367 367 183 Example: Find Roof Area Needed Area = W; Post Spacing 'S'; Structure Projection'='W: A = S-x (01/2 + O.H.); If S' =20'. W = 24', and O.H. = T then:'Area' = 280 Sq. FL a. Fora 13'-10' post and 120 m.p.h. wind load of 14 # YSq.. Fk postchoices are: r - 1-. 3' x 3' x0i125 "Hollow Extrusion 2. All posst sizes.listed below the.3'x 3'x0125' Hollow Section ti. If job conditions dictate a post hieght of20'-T for A = 280 Sq. Ft. and 120 MPH wind zone, then a 3' x 3" x 0.125" Hollow Extrusion may NOT be used since it can only support a roof area of 216 Sq. Ft. Thus; design must satisfy both height and area requirements. Note: 1. Spans maybe interpolated. 2. For free-standing covers multiply the: roof areas above by 2.0. f - Lawrence. E. Sennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P:O:,BOX 214368','SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767.4774 FAX (386) 767-6556 s 3 j PAGE J COPYRIGHT 2003 f j NOT TO BE REPRODUCED tN WHOLE OR !N P.AP.T WITHOUT THE WRITTEN PERMISSION OF I-NAIRENCE E. BENNE i : P.E. a ATTACHED I=REE- A:NDING COVENS AND UTILITY SHEDS SECTION 2 t ALUMINUM/STEEL COLUMN U' CHANNEL SEE SECTION 9 FO ANCH IRS (SEE SECTION 9) CONNECTIONS) d ° CONCRETE ANCHOR CONC TE SLAB OR FOOTING — (SEE SECTION 9) f POST TO CONCRETE CONNECTION. INTERNAL,OR EXTERNAL RECEIVING CHANNEL SCALE:_ 3" — V-0'. t V A MINUM / STEEL COLUMN 2" x 2" WITH WALL THICKNESS j ANCHORS (SEE SECTION 9) EQUAL TO OR GREATER THAN CONCRETE SLAB OR FOOTING — a CONCRETE ANCHORS SEE SECTION 9) i - POST TO CONC TE CONNECTION INTERNAL OR EXTEXNAL ANGLE CLIPS SCALE: 3" = 1' NOTE: TTACHMENT DETAILS SHOWN ALUMINUM / STEEL COLUMN REQUIRE DIAGONAL BRACING INTERNAL EXTRUDED FOR FREE-STANDING COVERS ALUMINUM BASE OR BREAK FORMED U-CLIP WITH WALL CORROSION RESISTIVE STEEL EQUAL TO OR GREATER THAN THRU BOLT PER SCHEDULE- - - POST WALLfit CONCRETE SLAB OR FOOTING a CONCRETE ANCHORS (SEE SECTION 9) i3OS TO CONCRETE CONNECTI N TUBE COLUMN BASE SCHEMATIC INTER L BASE SCALE: 3" = V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214388, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-1774 FAX!386)767-64F6 PA.G^ c;COPYRIGHT 200Z TO 5E REPRODUCED IN WHOLE OR 'IN PART',NITHOUT THE WRITTEN PER";'SSiCN :=F LAWRENCE E. 9E?dNE P.=. 2.21 i ANGLE OR RECEIVIN CH EL w PRIMARY BEAM = m SEE SPAN TABLES a SECTION 21 c r% w 0 OF.' BEAM TO WALL CONNECTION- I 2) 2 x 2"x 0.060" EXTERNALLY MOUNTED ANGLES ATTACHED TO WOOD WALL WITH MINIMUM (2) 3/8" x 2" LAG SCREWS PER SIDE OR (2) 1/4" x 2-1/4" CONCRETE ANCHORS TO CONCRETE OR MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3 - ALTERNATE) (1).1-3/4".x 1-3/4" x 1-3/4" x.1/8"INTERNAL U-CHANNEL.ATTACHED TO WOOD WALL WITH MINIMUM (3) 3/8" x 2 LAGSCREWS OR`(3)'1/4 x 2-1/4" CCNCRETE ANCHORS TO ONCRE T E OR MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM GER THAN 3 WALL c i r c© BEAM SCALE: 3" = 1'-0 Lawrence B. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT- P.O.30n:.14.,b8, SOUTH nAYTONA. FL 32121 T E_ PHONE ,1386) 767-1774 1 PAGc 2-20 NC, ;O SE REP FODUC ED,;N'NH0 iN PART W TT'C'LJT THE WRITTEN R.tISSr` CF'1V'VREN!c _ i _ i N OR PAPT 7 7HE VR; EN p:L;'AIR_VCiy - OWNER,__41 ADDRESS {L CITY The undersi . -qnc EXTERIOR- ,.HOMES IERS, INC. o,j4 1* 2867 STONEWALLLL PLACE NF9RRFLO LDR BBB ORANGE SEMINOLE FAX 407-365-8390 407=322=6149 407-330-9098 NWW.exte . rh mesavers com Email xt ' rhome@aol.com0 ;: eno 11157 1 22 -2- T3DATEHOME furnish 10, DNCRETE_ SPR-. co_LS_Y_4'_ INS AJ' FB' WALLS HEIGHT — OR GUTTER DWS ELB — VAL_____24__' DOOR K-PLATE _— INS --- SCRN PET DOOR _S__ML COLOR 4Z4 WINDOWS PANE Glass Vinyl Temper S/Pane D/Pane Clear Tinted FRAME Bronze White Vert Horn u Owner agrees to pay Co, WORK FAX CELLSTZIP1'2—'7 7_3 I materials;, improvements, labor and/or services: SIDING STYLE INSUL 6 1 ABLES SIDING CEILING WIN/TRIM- BEAMS - WMINUM oilMMI 0 MEN1111011 MEMO MEMO MT. ME Wjai ALL FOR THE SUM OF: (1) CASH CREDIT CARD (3) FINANW// DEPOSIT: HOMEOWNER -ASSOCIATION? ............... DYES Q NO COMPLETION OF: LOCKED GATES ........................................ DYES D NO COMPLETION OF: WE ARE NOT RESPONSIBLE FOR: COMPLETION OF: CURING OR SETTLING CRACKS IN CONCRETE. DUE INSTALLERS ON COMPLETION OF EACH STAGE THIS AGREEMENT BECOMES YOUR INVOICE A)-- EXTERIOR HOMESAVERS, INC. SHALL NOT BE' LIABLE FOR DELAYS'&KOS'ED BY WEATHER -OR OTHER -CAUSES BEYOND THEIR CONTROL B) THIS CONTRACT CONTAINS THE ENTIRE UNDERSTANDING AND AGREEMENT BETWEEN THE TWO PARTIES. NO VERBAL AGREEMENTS OR CHANGES ARE TO BE RECOGNIZED. THIS AGREEMENT IS SUBJECT TO OFFICE APPROVAL C) IF A HOMEOWNER'S ASSOCIATION APPROVAL IS NECESSARY, IT IS THE CLIENTS' RESPONSIBILITY TO OBTAIN IT PRIOR TO THE FINAL LAYOUT WE WILL PROVIDE NECESSARY DRAWING(S). D) OWNER IS RESPONSIBLE FOR ANY REINSPECTION FEES DUE TO INACCESSIBILITY OR MISSING PERMIT. E) WORK WILL NOT PROCEED UNLESS ABOVE PAYMENT SCHEDULE IS MET. F) FINAL PAYMENT IS DUE AND PAYABLE UPON COMPLETION OF THE WORK DESCRIBED ABOVE. G) BUYER AGREES TO PAY COURT COST(S) AND ATTORNEY FEES IF THIS CONTRACT IS GIVEN TO AN ATTORNEY FOR COLLECTION. H) MATERIAL AND WORKMANSHIP GUARANTEED FOR 1 FULL YEAR UNDER NORMAL CONDITIONS, PLUS ANY MANUFACTURER WARRANTY. OWNER AGREES THAT HE/SHE HAS READ THIS AGREEMENT AND FULLY A COMPLETED COPY OF THIS CONTRA DATE !Iat 20O , AND HAS BEEN GIVEN BY