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Home My WebLink About218 Magnolia Park Trl\ " CITY OF SANFORD PERMIT APPLICATION Permit # : O Job Address:�} / i� Date: Description of Work: N ci S CSN /-G!- Historic District: Zoning: Value of Work- $ 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 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 #: / 6 a(U� Owners Name & Address: Name & Phone & Fax: Bonding Company - Address: Mortgage Lender: Address: Architect/Engineer: (Attach Proof of Ownership & Legal Description Phone: — (� gni n ��®a Sate License Number ctlPe7son d=Q/l ,^A7— Address: Application is hereby made to obtain a permit to do the work and installations as m�rh issuance of a permit and that all work will be performed to meet standards of all A permit must besecured for ELECTRICAL WORK, PLUMBING,'SIGNS; WELLS, AIR CONDITIONERS, etc. Phone: 4 Fax:`. 4 . or installation has commenced prior to the is jurisdiction. I understand that a separate ERS, -HEATERS, TANKS, and 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 a itional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of poe tis rification that I will notify the owner of the propel y of the requirements of Florida Lien Law, FS -713. nature of Q2 '6?/Agent Date Signature of Contractor/A( t Date /c'�fyry '��iy�— _ /��e/�iv/ P t Owner/Age is Name � ;Print Co ctor/Agent's NameSignature ofNotary-State of Florida Date nature of Notary -State of Florida X45' Susan L. Matre-Harrison ,•►"4� Susan L Matre-Harrison V'F My Commission DD218024 y My Commission DD218024 a n Expires July 12, 2007 Agent is Pe �j &pires July 12, 2007 g isonally Kn°i, to e or C ct ?/Agent is _Personally Known to Me or roduced ID �f // (=r°/��'Qi _ Produced ID APPLICATION APPROVED BY: Bid g� () t> Zoning: (Initial & Date) Special Conditions: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) Seminole County Property Appraiser Get Information by Parcel Number Page I of I PARCEL DETAIL Back > 7 1191 V, Fir%t St, Santo) d 1�1 _12771 506 2004 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 0 Parcel Id: 18-20-31-507-0000-0350 Tax District: S1-SANFORD Depreciated Bldg Value: $0 Owner: D R NORTON INC Exemptions: Depreciated EXFT Value: $0 Address: 5850 T G LEE BLVD STE 600 Land Value (Market): $31,000 City,State,ZipCode: ORLANDO FL 32822 Land Value Ag: $0 Property Address: 218 MAGNOLIA PARK TRL SANFORD 32771 Just/Market Value: $31,000 Subdivision Name: MAGNOLIA PARK Assessed Value (SOH): $31,000 Dor: 00 -VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $31,000 2004 Notice of Proposed Property Tax SALES 2003 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2003 Tax Bill Amount: $635 WARRANTY DEED 02/2004 05240 2000 $94,500 Vacant 2003 Taxable Value: Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND Land Assess Method Frontage Depth Land Units Unit Price Land Value LEGAL DESCRIPTION PLAT LOT 0 0 LOT 35 MAGNOLIA PARK PB 63 PGS 54 - 59 1.000 31,000.00 $31,000 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. DuLANDO SCREE14 6 OWNING 835 Sunshine Lane, Altamonte Springs, Florida 32714 (407)862-6060 FAX (407)862-1221 LIMITED POWER OF ATTORNEY I, Bernie Duncan, hereby authorized Jer-l"L./,0C_"C—on to obtain a permit for the following �3'eCcc� LOT: Subdivision Address: I/ ONNER of Property: Address:— �!'5ao T— BERNIE DUNCAN VICE PRESIDENT Sworn to and subscribed to me this l°// 4 by Bernard Duncan who is personally known to me and who did take an oath. �,PxY n� Susan L Matre-Harrison r Y My Commission DD218024 NOT AR Y : , y�,,'11-e Expires July 12, 2007 13-16 FROM: C =;oaf 10LIt=1 F} F 4 ;6902199 T0:1 ►` i ��8�5 � 1B vnv-cr-rrri`t IC.f7 e't✓ mL er. RC eu; ruY riLs=.3 `trJr O_�oorJ.D. I Ll• -KI I (3LNur-j J f 1 na• L r� PLOT PLAN LOT = MAGWWA PARK -VLA VD DESCMPTION: (AS FURMSHM) AS RECORDED IN PLAT 804K 653, PAGES 54-59, OF THL PVWC RECORDS W SCUINOLE 043UNT-r. FLORIDA. LOY 33 CCMT'ArWS 0.328 SWAM FEET # TKyS SI)WrtM PORTA It 2.782 SWANE FEETPT t 74TAL L�DKt9iE1r 179 so FC i TOTAL SW R5 K F L t plo4t 4Y PC y+ W lSUILfllNG SETBACKS FR(N T: 25` REAR. 20' WE: 3' CORNER: 15. PAfpARFD FW. D.R. Ho R mu PLAN13 Fi2o%mmo [3Y T.4E 43. mv. T DtM PL AX 6 YWZ Z} " KRUITTIM PURPOSO ,Y. "S t5 wl w! eimED FoR THE cows Rt1CnOw cr rRfPOSID WXIST_ IF£FER 1D MCt1SE PLM ANO OPWN r nw ctsmsxTtav- & t� SE'T ®ALTO WKS Sfi HMON IS PQR DATA ',7e MD DY ��r ANO t5 FOR WrOMADONAL P6�CSSE THIS IS NOT A SURVEY THIS tS A PLOT PLAN ONLY w "AVE LVAkU#fiE-D THE FJ.R.M. rlre 1PAM$1• Ja 120M OC45 E. DATED AAO FLILr" tkc VUQUECT f2gcw"rr AslFcA; t TO UE M YORE X ARCA OUT30C IM IM TEAR ft= PLAW. wAQmVI's S ► MM4 ARE BASED +C" 71ST SOUTIl%ESTMT UNE OF LDT m RE * if3m*uo w, TCR I"LAt, P" TTA$;) --- ,_ r' - far wr As - r "PRELIMINARY" "i 1 . 0 15 .0 SAIVFO 3I,3Li 4624%Q r LOT "m rpm am 90UN " rots a 404 pogo OF COMPOUND £WLRW ;�rrae��n w "ed t ca"ifs � ox" Irl -Irl" . ,n. �� i O► etKuemt e,wn7t' • Powf or n[4 -*C CS4Q4lAaw 00*146 rv.a of t&sdxwct rt ehnneto WT w 1.14A WA&VnMIPS clsc. a[ xr L7 -i1-AIN IY Ail'IMAL R436M5 9ODr 1. THE $t VE YM NAS MCI ABSTRACT£O 114E aF WAY, RESMCnONS OF RELW0 nr CH NAY AFFECT NE TITLE OR ug: OF TTS LAND a. NO Ut ORCtLl+46 HAW 4, VH L UCATCD EYCCM M AS "A4. I VOT PALS INTHOUT RIE "ArM A14D W 014MUL RAM SEAL OF A FLOWA UCVC50 9R'ICt4A AMO ampr". F-LIMINARY" LEGEND trap= "oat ux teorr to tr" tam ►ct FM VR40'9.@ EILYAt10N ppG Peru" OIAa1= am in vye 9,Watvr4e tAg"m ea is %-xm til+et m „¢ r11rt wr/UX(}Ii rvluw re[ >ICil�llt pQ rp1...#it eaklw L /4aWl we Sry o" et Ar yr an ras CivIN reset1 stmweit 11 ewpCooirlpp1��R' P►O m re c vMa'sgw mc NA MAL CRAES iew qW ND rt ! WIn rFXF 1 . 0 15 .0 SAIVFO 3I,3Li 4624%Q r LOT "m rpm am 90UN " rots a 404 pogo OF COMPOUND £WLRW ;�rrae��n w "ed t ca"ifs � ox" Irl -Irl" . ,n. �� i O► etKuemt e,wn7t' • Powf or n[4 -*C CS4Q4lAaw 00*146 rv.a of t&sdxwct rt ehnneto WT w 1.14A WA&VnMIPS clsc. a[ xr L7 -i1-AIN IY Ail'IMAL R436M5 9ODr 1. THE $t VE YM NAS MCI ABSTRACT£O 114E aF WAY, RESMCnONS OF RELW0 nr CH NAY AFFECT NE TITLE OR ug: OF TTS LAND a. NO Ut ORCtLl+46 HAW 4, VH L UCATCD EYCCM M AS "A4. I VOT PALS INTHOUT RIE "ArM A14D W 014MUL RAM SEAL OF A FLOWA UCVC50 9R'ICt4A AMO ampr". F-LIMINARY" 'P- .... ....... V ' . 14 CAMERON ASHLEY BUILDING PRODUCTS Ashley Division September 25, 2003 Mr. David Duncan Dulando Screen & Awning, Inc. 835 Sunshine Lane Altamonte Springs, Florida 32714 RE: Authorization to use Cameron Ashley's LRFD master set engineering Dear Mr. Duncan: This letter authorizes Dulando Screen & Awning, Inc. and its representatives to use the master set engineering filing system that bas been filed with the local building official or authority having jurisdiction. You may make copies of this letter for your use. Dulando Screen & Awning, Inc. and -its representatives are authorized to use the master set engineering until December 31, 2004. Please remember that as a condition of using the master set engineering, a representative of Dulando Screen & Awning, Inc. must attend an 8 -hour CEU accredited training course on the use of the LRFD Manual at least once every twenty-four (24) months of use of our master set engineering. If you or other parties such as the building official need to verify your authorized use of the master set engineering, please call (813) 882-4619 or visit www.FL-ACE.org. Sincerely, v / / v, • J r Co�Y: xim,, PSE. (PL #49497) Rirector of Technical Services Building Products Since 1868 5120 W. Clifton Street - Tampa, FL 33634 - P.O. Box 15398 - Tampa, FL 33684 (813) 884-0444 - (800) 749-4067 - (813) 884-0255 Fax v: 3. SCREEN ROOM -. Aluminum Construction Design Guide - LRFD Table 3.9 Maximum Spans for Primary Screen Wall Posts/Columns for All Roof Type / Enclosures (feet), Exposure B Note: For all sidewall columns, use roof span = 10 feet. 1 2" x.8" x 0.072 x 0.224 SMB 35. 1135.4135.2 134 8 134.5134.3 131.2131.0 1 30.7 129.1 1 28.8 128.5 127.3 i 27.0126.7125.5125.1 124.81. Cniumn Htainnt Takla Ifn Post/Column Soacing A Wind Soeed Region(moh 100 Uolumn netgnt Table (ft) Post/Column Spacing (ft 3 Wind Soeed Region (moh 100 110 120 130 140 ISO Span (ft 2" x 2" x 0.044 x 0.044 Hollow 10 30 8.4 1 7.4 50 10 1 30 1 50 1 6.1 8.2 7.0 15.6 10 30 150 10 30 50 10 30 150 10 30 150 7.2 1 6.0 1 4.4 6.7 5.3 3.3 6.2 4.6 1 2.2 5.7 3.9 1 _ 2" x 3" x 0.045 x 0.045 Hollow 111.3110.81 10.2 11 .O 110.41 9.8 9.8 1 9.2 18.5 1 9.1 18.4 7.7 8.5 7.8 6.9 7.9 1 7.1 1 6.1 2" x 4" x 0.050 x 0.050 Hollow 14.3113.91 13.5 13.9113.5113.1 12.5112.01 11.6 11.6111.1 1 10.6 10.81 10.31 9.8 10.11 2" x 5" x 0.062 x 0.062 Hollow 119.3118 -Bi 18.218.8118.2117.7116.8116.2115.6115.6115.0114.3114.6114.0113.3 13.6112.9112.11 2"x4"x0.046x0.100SMS 117.2116.8116.4 16.7116.3115.9115.0114.6114.1113.9113.5113.0113.1112.6112.0112.1111.6111.01 2" x 5" x 0.050 x 0.116 SMB 120.9 120.6120.2 120.4i20.0119.718.3!17.9117.5117.0116.6 165.2 115.9 115.5 115.1 1 14.8114.4113.9 2" x 6" x 0.050 x 0.120 SMB 124.9 124.6124.3 124.3123.9123.6 121.8 121.4 121.1 20.31 19.91 19.5 1 19.0 1 18.6118.21 17.71 17.3',16.8 2" x 7" x 0.055 x 0.120 SMB (273127.0126.8 126.6126.3126.0123.9123.6123.3122.2121.9121.6120.9 ; 20.5!20.1 ( 19.5 119.1 118.6; 1 2" x.8" x 0.072 x 0.224 SMB 35. 1135.4135.2 134 8 134.5134.3 131.2131.0 1 30.7 129.1 1 28.8 128.5 127.3 i 27.0126.7125.5125.1 124.81. Cniumn Htainnt Takla Ifn Post/Column Soacing A Wind Soeed Region(moh 100 - I 4 1 110 1 120 1 130 1 140 1 1g Roof Span (ft)l10 1 30 1 50 10 1 30 50 j 10 i 30 150 ! 10 1 30 1 50 10 1 30 1 50 10 1 30 1 50 2" x 2" x 0.044 x 0.044 Hallow 7.1 1 5.9 1 4.2 6.9 1 5.5 1 3.6 6.1 1 4.5 1 2.0 5.6 3.8 1 - ( 5.2 1 3.2 1 - 4.7 1 2.2 1 - 2" x 3" x 0.045 x 0.045 Hollow 9.7 1 9.1 1 8.4 9.5 18.7 1 8.0 8.4 1 7.7 1 6.8 1 7.8 17.0 1 6.0 1 7.3 1 6.4 15.3 1 6.7 1 5.7 j 4.51 2" x 4" x 0.050 x 0.050 Hollow 12.3111.9111.4 112.0111.51 11.01 10.7110.21 9.7 110.01 9.4 1 8.8 9.3 i 8.7 18.1 8.7 18.0 1 7.3 2" x 5" x 0.062 x 0.062 Hallow 16.61 16.01 15.4116.2115.5114.9114.5 6.0144! 1.3 113.8 113.1 113.4112.71 11.9 112.6 111.8110.9 11.7 10.81 9.9 1 2"x4"x0.046x0.100SM8 114.8114.4113.9 14.4113.9113.5112.9112.4111.9112.0111.4110.9111.2110.6110.0 10.419.819.1 2"x5"x0.050x0.116SM6 2" x 6" x 0.050 x 0.120 SMB21.5121.2120.8121.0120.6120.2118.8118.4118.01 18.0117.7117.3 17.6117.2116.8115.8115.3114.9 14.1114.2113.7113.7113.2112.7 12.8112.2111.61 17.5117.1 1 16.6 116.4115.9115.31 15.3114.8114.2 2" x 7" x 0.055 x 0.120 SMB f 23.6123.3123.0123.0122.7122.3120.7120.3119.9119.2118.8118.4118.0117.6117.2116.8116.3115.81 1 8.8 8.2 j 7.6 1 8.3 ! 7.6i 6.9 7.7 1 6.9 1 6.1 L 2" x 8" x 0.072 x 0.224 SMB 130.8130.5130.3 130.1 129.8129.5 127.0126.7126.4125.1 !!24.8;124.5 123.6123.2'22.9122.0121.6'212 Z 2003 Ashler Aluminum. LLC - WAI MNG: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution Page i-14 Column Heiaht Table (ft) --� Post/Column Spacing (ft 5 E Wind Sneed Region (moh). 100 1 110 1 120 1 130 ; 140 1 150 Roof Span (ft) 10 1 30 ; 50 1 10 ! 3C S0 1 10 1 30 5C 5C 1 iC 30 50 1 to 3C j 50 2"x2"x0.044x0.044Hollow 6.314.7!2.4 6.0144! 1.3 5.313.4 4.8 2.5' - 14.4 1.7. 4.0; _ T'x2"x0.045x0.045Hollow 8.617.917.018.417.6 6.7 7.516.615.616.9;5.9 4.8164;5.4:4.1 5.9;4.7!3.1 2" x 4" x 0.050 x 0.050 Hollow 1 11.0110.51 9.9 10.71 10. 1 1 9.6 1 9.5 9.0 1 8.4 1 8.8 8.2 j 7.6 1 8.3 ! 7.6i 6.9 7.7 1 6.9 1 6.1 2" x 5" x 0.062 x 0.062 Hollow 14.81, 14.1 113.4 14.41 13.71 12.9 1 12.9 ;12.1 111.3 111,9111.1 1 10.2 111.2 110.3 i 9.3 10.41 9.4 1 8.2 2"x4"x0.046x0.100SMB 13.2112.,112'2 12.8112.3111.8 11.51'10.9'110.3 110.7110.019.4110.019.31 8.6 9.318.517.7 2" x 5" x 0.050 x 0. 116 SMB 16.1115-7 1 15.2 15.7 115.2 114.8 14.1113.6113.1 113.1 1 12.5 112.0 112.2111.7111.1 11.4110.7110.1 2"x6"x 0.050x0.120 SMB ? : 18.4 19.2'1-1 8.8 1 18.71 18.31 17.9 16.8116.31 15.9 15.6115.1 1 14.6 14.6 ! 14.1 1 13.5 13.61 13.0112.4 2" x 7" x 0.055 x 0.120,SMB --1276T27.3 21.1 120.7120.4 20.6 20.2 1 19.8 18.4 1 18.01 17.6 17.1 1"0.71 16.2 16.1 1 15.61 15.1 15.01 14.4 113.9 2" x 8" x 0.072 x 0.224 SMB 1 27.0 26.91 26.6 126.2 24.1 123.8123.4 22.4122.1 1 21.7121.1 120.7120.3 19.61 19.2118.8 Z 2003 Ashler Aluminum. LLC - WAI MNG: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution Page i-14 3. SCREEN ROOM - Aluminum Construction Design Guide - LRFD 3 g Maximum Spans for Primary Screen Wall Posts/Columns for All Roof Type Enclosures (feet), Exposure B �:,. --nn ,-nig irmnc I ISA I-nnf SOAR = 10 feet. gate: t -ora --- -- - - Column Height Table (ft) Column Height Table (ft) Wind Sceed RELqion (mon Roof Span (ft) 7 post/Column Spacing (ft) 6 130 1 10 1 30 150 `Nlnd Soeed Region (moh 100 1 110 Roof Span (ftl 10 30 1 50 1 10 1 30 1 50 120 1 ( 10 1 30 150 1 130 1 140 1 10 1 30 1 50 1 10 i 30 1 50 100 110 120 130 140 150 Wind Soeed Region (mah) 10 1 30 150 10 30 1 10 30 50 10 30 50 10 30 50 10 30 50 Roof Span (ft) 6.4 5.4 1 6.8 5.6 3.8 - 5.4 3.4 - 1 4.7 2.3 1 - 4.2 11.21 - 3.9 1 - 3.4- 2' x 2" x 0.044 x 0.044 Hollow 7.8 17.0 6.0 7.6 16.7 15.5 6.7 1 5.8 4.6 6.2 1 5.1 1 3.7 5.8 1 4.6 2.9 5.3 3.91 1.7 2" x 3" x 0.045 x 0.045 Hollow 10.01 9.4 1 8.8 1 9.7 1 9.1 18.5 8.7 1 8.0 7.3 8.0 1 7.3 1 6.6 7.5 1 6.8 5.9 6.9 1 6.11 5.1 2" x 4" x 0.050 x 0.050 Hollow 13.4112.71 11.91 13.1 112.3111.4 11.7110.81 9.9 110-819.9 18.9 10.11 9.1 1 8.0 9.4 8.21 6.9 2" x 5"x 0.062 x O.C62 Hollow 12.0111.4110.9111.7! 11.1110.5 10.419.8 9.1 9.719.018.2 9.118.317.5 8.4 7.616.6 ""•t4"x 0.046x0.100SMB 14.7114 2113.7 114.3113.8113.3 112.3112.3111.7 11.9111-3110.7_[l1.1110.519.8 2"x6"x0.050x0.120SMB 10.319.618.9 2"x5"x0.050x0.116SMB 16SMB 17.5117.1116.6 17.0116.6116.1115.3114.8114.3 14.2113.7113.1 13.3112.7112.1112.41.11.7111.1 2"x5"x0.050x0.120 119.2118.8118.4118.7118.3117.9116.3116.3115.9I15.6115.t114.6 t4.611a.1113.6113.61t3.0112.a 2" x 7" x 0.055 x 0. 120 SMB 125.1124.3124..5 24.5124.2'23.8 22.0121.6121.2120.5120.1 1 19.6 19.2118.8118.3 17.9117.4115.91 2" x 8" x 0.072 x 0.224 SMB 17.7117.2116.7 16.6116.1115.5 15.4114.9114.3 2"x8"x0.072 x0.224 SMB Column Height Table (ft) Post/Column Soacin (ft Column Height Table (ft) post/Column Soacinq MA Wind Sceed RELqion (mon Roof Span (ft) 7 1 110 i 50 10 30 1 120 1 10 { 30 1 50 130 1 10 1 30 150 `Nlnd Soeed Region (moh 100 1 110 Roof Span (ftl 10 30 1 50 1 10 1 30 1 50 120 1 ( 10 1 30 150 1 130 1 140 1 10 1 30 1 50 1 10 i 30 1 50 150 10 1 30 1 50 2" x 2' x 0.044 x 0.044 Hollow G01 I1 3. I 7.2 i 6.2 1 5.2 4.9 2.51 - 6.9 1 5.9 j 4.7 4.2!1.11 ,3. 6.2 1 5.1 3.7 81 1 - 13.41 1 - 13.01 1 5.7 1 4.5 1 2.7 5.3 1 3.9 1 1.7 4.8 3.2 1 - 2" x 3" x 0.045 x 0.045 Hollow 9.2 1 8.6 ( 9.5 8.9 1 8.3 19.2 8.0 1 7.3 1 8.3 7.4 1 6.6 7.7 6.9 1 6.1 7.3 6.4 5.4 1 6.8 2" x 4" x 0.050 x 0.050 Hollow 12.4111.6112.9 12.1111.2112.5110-81 9.8 111.2 10.01 8.9 110.4 9.3 1 8.2 1 9.8 8.6 1 7.4 1 9.1 2" x 5" x 0.062 x 0.062 Hollow 11.1110.51, 9.8 10.8110.11 9.4 1 9.6 18.9 1 8.2 18.9 1 8.2 1 7.3 8.317.51 6.6 7.71 6.3 15.8 2"x4"x0.046x0.100SMS 13.5113.0112.5 1-2112.5"12.11 11.8111.2110.6 110.9110.319.6 110.21 9.6 1 8.8 9.5 j 8.7 17.9 2"x5"x0.050x0.116SMS 16.2115.7115.2 15.7115.2;14.7114.1113.6113.0 12.3111.71 11.1 13.1112.5111.9 12.311.6111.0 11.4110.7110.0 2"x6"x0.050x0.120SMB 117.3117.3116.9117.31.16.8;?6.4 15.11145114.1 15.5;15.0114.5114.4113.9113.3113.5112.9112.3112.5111.9111.3 13.2!12.6112.0 12.2111.6 10.9 2"x7"x 0.055x0.120SMS 123.2 ; 22.9122.5122.7 i 22.3 '21.9120.3; 19.91 19.5118.9 18.5 i 18.0 17.7117.31 16.8116.5 I 16. 0 ! 15.5 2" ,8"% x 0.072 x 0.224 SMB 13.4112.9112.3 12.5112.0111.3 11.7111.0110.3 2"xT'x0.055 x0.120 SdA6 21.7121.3121.0 21.2120.820.4119.0118.6118.1 17.7117.2116.7 16.6116.1115.5 15.4114.9114.3 Column Height Table (ft) Post/Column Soacin (ft a Wind Sceed RELqion (mon Roof Span (ft) 100 S 10 1 0 1 0 1 110 i 50 10 30 1 120 1 10 { 30 1 50 130 1 10 1 30 150 140 1 10 i 30 1 50 1 ISO 10 ! 20 1 50 4.612.21 - 14.411.51 - 3.81 - i 3.4 1 - 3.01 1 2.6; 2' x 2" x O.C44 x 0.044 Hollow 6.6 i 5.3 4.4 54 i 5.3 j 4.0 5.7 145 i 2.8 5.2 3.91 1.6 4.81 3.31 - 4.412.61 - 2"x3"x0.045x0.0a5Hollow 8.5 17.9 i 7.2 8.3 � 7.6 1 6.9 7.4 ! 6.7 1 5.8 6.9 6.0 5.1 6.4 1 5.5 1 4.4 5.9 j 4.9 13.6 2" x 4" x O.C50 x 0.050 Hollow 11.5. 10.71 9.7 11. 2110.3 9.3 10.0 1 9.0 1 7.9 9.3 8.1 j 6.9 8.6 1 7.4 6.0 8.0 16.6 1 4.9 2" x S" x 0 062 x O.C62 Hollow IS 10.31 9.7 1 9.0 10.01 9.3 1 8.6 9.0 ! 8.2 1 7.4 8.3 1 7.51 6.6 7.71 6.91 5.8 7.216.2 5.0 2"x4"x0.C46x0.100SM8 12.6112.1 1 11,5 12.3111.71 11.1 11.0110.41 9.7 10.21 9.5 1 8.8 9.5 1 8.8 1 8.0 8.8 18.0 1 7.1 2" x 5' x 0.050 x 0.116 15.11145114.1 14.7114.1113.6 13.2!12.6112.0 12.2111.6 10.9 11 4110 8110.0 10.619.9 19.1 2"x5"x0.050 x0.120 SM8 16.6116.1115.6 16.2!15.7115.2 14 5114�O 13.4 13.4112.9112.3 12.5112.0111.3 11.7111.0110.3 2"xT'x0.055 x0.120 SdA6 21.7121.3121.0 21.2120.820.4119.0118.6118.1 17.7117.2116.7 16.6116.1115.5 15.4114.9114.3 2"x8"x0.072 x0.224 SMB C 2003 • Ashley Aluminum. LLC - W AR.NLrG: Lnlicensed photocopgP violates U.S. copyright laws and will subject the violator to legal prosecution py ' 3. SCREEN ROOM - Aluminum Construction Design Guide - LRFD ?able 3.11 Maximum Spans for Screen Wall Girts or K -Bracing (feet), Exposure B FBC Table 2002.4 Load Case A LM/=2 (worst case) Design wind speed up to 130 mph with wind load of 25.6 psf. Maximum spacing of girts =7 feet o.c. 2" x 2" x 0.044" 7.89 feet 2" x 3" x 0.045' 10.28 feet 2" x 4" x 0.050" 12.84 feet 2" x 5" x 0.062" 1 17.38 feet FBC Table 2002.4 Load Case A LNV=2 (worst case) Cesign wind speed up to 150 mph with wind load of 33.6 psf. ,Maximum spacing of girts = 7 feet o.c. 2" x 2" x 0.044" 6.88 feet 2" x 3" x 0.045" 8.97 feet 2":(4" x 0.050" 11.20 feet 2" x 5" x 0.062" 15.17 feet FBC Table 2002.4 Load Case A 2N=2 (worst case) resign wind speed up to 130 mph with wind load of 25.6 psf. Maximum vertical soacinq of girts = 10 feet o.c. 2" x 2" x MAX' 1 6.50 feet 2" x 3" x 0.045" 8.60 feet 2" x 4" x 0.050" 10.74 feet 2" x 5" x 0.062" 14.54 feet FBC Table 2002.4 Load Case A LNV=2 (worst case) Cesign wind soeed up to 150 mph with wind load of 33.6 psf. Maximum vertical soacinq of girts = 10 feet o.c. 2" x 2" x 0.044" 5.76 feet 2" x 3" x 0.045" 7.51 feet 2" x 4" x 0.050" 9.37 feet 2" x 5" x 0.062" 12.69 feet C 2003 • Ashley Aluminum. LLC WAR` INC: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution PaoP I-71 3 SCREEN ROOM - Aluminum Construction Design Guide - LRFD a 3 19 Connection Detail # for Column to Foundation and Roof Beam to Host Structure Wall (Combined Stresses from Uplift and Lateral Loads) All Roofs / Exposure B / Mean Roof Height Up to 15 Feet Wind Speed I � I 3.00 14.00 Distance from Beam to Beam -- -- 8.00 19.00 3.00 4.00 5.00 5.00 6.50 7.00 8.00 9.00 f 100 1 F1 100 F1 F1 F1 F1 F1 F1 F1 F2 110 F1 F1 F1 F1 F1 F1 I F1 F2 120 F1 F1 F1 F1 F1 F1 F2 F2 130 F1 F1 F1 F1 F1 F2 I F2 F2 140 F1 F1 F1 F1 F2 F2 F2 F2 150 F1 F1 F1 F2 F2 F2 I F2 F2 All Roofs,' Excosure 5 / Mean Roof Heicht Greater Than 15 F=oal• -inrl ..n ,r,'In soot !Hind Speed I � I 3.00 14.00 - - Distance from Beam to Beam 5.00 6.00 6.50 7.00 -- -- 8.00 19.00 3.00 I a 00 5.00 6.00 6.50 7.00 1 8.00 9.00 f 100 1 F1 F1 F1 F2 F2 I F2 I F2 J NA 110 F! I F 1 I F2 F2 F2 I F2 NA I NA 120 ( F1 f F2 F2 F2 F2 NA NA NA 130 F2 F2 F2 FZ NA NA NA I NA 140 F2 F2 F2 NA NA" NA NA NA 150 F2 I F2 NA NA NA NA NA NA All Rocfs / Exposure C / Mean Rcof Height Up to 15 Feet Wind Speed 3.00 4.00 Distance from Beam to Beam 8.00 9.00 3.00 I a 00 5.00 6.00 6.50 7.00 1 8.00 9.00 f 100 F1 100 T F1 F1�FF F2 F2 F1 F1 F2 F2 110 F1 F1 F2 NA F1 F2 F2 F2 120 F1 F1 F1 F1 F2 I F2 F2 I F2 130 F1 F1 F1 F2 F2 F2 F2 NA 140 I F1 F1 F2 F2 F2 F2 NA NA 150 F1 F2 F2 F2 F2 I NA NA I NA i All Roofs / Exposure C / Mean Roof Height Greater Than 15 Feet and uo to 30 Feet Wind Speed 3.00 4.00 Distance from Beam to Beam 5.00 6.00 6.50 7.00 8.00 9.00 100 F1 F1 F1 F2 F2 F2 NA NA 110 F1 F1 F2 F2 F2 NA NA NA 120 F1 F2 F2 F2 NA NA NA NA 130 F2 F2 F2 NA NA NA NA NA 140 F2 F2 NA NA NA NA NA NA 150 F2 NA NA NA NA NA NA NA C 2003 Ashley,'Jum,num. LLC WARNING: Unlicensed photocopying violates C.S. copyright laws and will subject the violator to legal prosecution Page 3-35 3. SCREEN ROOM - Aluminum Construction Design Guide - LRFD able 3.20 Connection Detail # for Secondary Column to Foundation (Side Wall) All Roofs / Exposure 8 / Mean Roof Height Up to 15 Feet Wind Speed ! I 3.00 - 14.00 Distance from Beam to Beam Beam 7.00 18.00 3.00 4.00 5.00 6.00 6.50 7.00 8.00 9.00 I 9.00 j 100 100 F3 F3 F3 F3 F3 F3 F3 F1 110 F3 F3 F3 F3 F3 F3 F3 F1 120 F3 F3 F3 F3 F3 F3 F1 F1 130 F3 F3 F3 F3 F3 F1 F1 F1 140 ! F3 F3 F3 F1 1 F1 F1 F1 F1 1 150 1 F3 1 F3 1 F3 I F1 I F1 ! F1, I F1 ! F1 I All Rcofs / Exp sure 3 / Mean Rcof Height Greater Than 15 Peer an,/Ur) to 30 Feet Wind Speed -! ! I 3.00 - 14.00 Distance from Beam t 00 1 6.00 1 6.50/1 Beam 7.00 18.00 ! 9.00 I 9.00 I 9.00 j 100 1 F3 F3 I F3 F1 i r1 I F1 1 F1 ! F1 110 I F3 I F3 F3 F1 IIF 1 1 F1 I F1 F1 1.-0 I `3 F3 1 i-1 j -1 F 1 i 1 F! F'2 130 i F3 j F i r1 i -\1 rt I F1 =2 F2 140 F3 I F1 ( F1 F, F1 I F1 F2 ! F2 150 ! F1 F1 F1 F1 F2 I FZ F2 I F2 All Roofs / Expcsure C / Mean Roof Height Up to 15 4 Wind Speed Distanc from Bea to Beam 3.00 4.00 5.00 6.00 6.50 1 7.00 8.00 9.00 3.00 4.00 5.00 6.00 1 6.50 7.00 8.00 9.00 100 F3 100 1 F3 F3 1 FI 1 F3 1-3 1 F3 I F1 110 F3 F3 .3 F3 ! F3 I F3\,F1 120 F1 120 F3 F3 3 F3 1 F1 , F1 F1 F1 130 F3 F3 F3 F1 F1 I F1 F1 F1 140 F3 F3 V F3 F1 I F1 F1 F1 F1 150 F3 F3 A F1 F1 F1 F1 F1 I F1 All Rccfs / Exposure C / Mean Rccf Helcht Greater Than 15 Feet and up to 30 Feet Wind Speed Distance from Beam to Beam 3.00 4.00 5.00 6.00 6.50 1 7.00 8.00 9.00 100 F3 F3 F1 F1 F1 F1 F1 F1 110 F3 F1 F1 F1 F1 F1 F2 F2 120 F1 F1 F1 F1 F1 2 F2 F2 130 F1 F1 F1 F1 F2 F2 F2 F2 140 F1 F1 F1 F2 F2 F2 F2 NA 150 F1 F1 F2 F2 F2 F2 NA NA C 2003 Ashley :aluminum. LLC WAR CL G. Unlicensed photocopying violates C.S. copyright laws and will subject the violator to legal prosecution Paize 3-36 3. SCREEN ROCM - Aluminum Construction Design Guide - LRFD ,`fi" MIN. C -C SPACING (TYP.) c� w Z _ w z Z IG .vl .co N l OLUMN/POST (SEE TABLE 3.9 & 3.10) }a" THICK ANGLE EACH SIDE SEE TABLE 3.16 - 3.17 FOR MIN. SCRE'NS REQUIRED ,," o (MAX.) CONCRETE ANCIiOR, 2%- MIN. EMBEDMENT (TYP.) 1' 41 v / =k NOTE: IF PAVERS ARE PRESENT, f A. MAINTAIN CONCRETE EMBEDMENT " MIN. (TYP.) SHOWN. PAVER DEPTH SHALL NCT 8E CONSIDERED AS PART OF EMBEDMENT. A DETAIL Fl: COLUMN TO FOLIDNDATION (SEE TABLE 3,20 & 3.21) NOTES: .a CONCRE c .ANCHCRS SHALL HAVE MINIMUM ULTIMATE TENSICN CAPACITY OF 2200 LBS. AND MINIMUM ULTIMATE SHEAR CAPACITY OF 2800 LBS. „ S.M.S. WITH MIN. 16" EDGE DISTANCE AND C -C SPACING (TYP.) SEE TABLE S.M.S. COLUMN OR HOLLOW POST 3.16 CR 3.17 FOR MIN. SIZE ANO ;J" ANGLE, EACH SIDE (TYP.) QUANT[ Y OF SCREr4S REQUIRED OR EQUIVALENT "U" RECEIVING CHANNEL m CONCRETE ANCHOR (TYP.) { '1 !AIN. (2)-1C x 1" LONG S.M.S. INTO SCREW BOSSES ("P.) IF 1x2 O.B. IS CONTINUOUS, PROVIDE (4) S.M.S. INTO COLUMN/POST SCREN BOSSES SECTION A -A " x 2" 08 SOLE PLATE IF • �z � X" a x 2Y." CONCRETE SCREW ANCHOR a 24" C.C. (TYP.) 1 " (TYP.) S.M.B. COLUMN OR HOLLOW POST F1" x 2" OB SOLE PLATE i EDGE OF CONCRETE I SECTION B -B 3. SCREEN ROOM -'Aluminum Construction Design Guide - LRFD A —I JMN/POST (SEE TABLE 3.20 & 3.21) (2)-#10xl; " S.M.S. INTO SCREW BOSS FROM UPRIGHT (TYP. EACH END) Y4" 0 CCNCRETE SCREW ANCHOR, 1Y4" MIN. EMBEDMENT (TYP.) 1X2" !AIN. (TYP_) I I . NOTE: IF PAVERS ARE PRESENT, MAINTAIN CONO, EE EMBEDMENT SHOWN. PAVEA DEPTH SHALL NOT BE A CONSIDERED AS PART OF EMBEDMENT. DS i Al F3: SIDE 'HALL COLUM TO FOUDNDAT30N (SEE TABLE 3.21) NCTES: CONCRETE SCREWVANCHORSIl HAVE MINIMUM ULT MATc TENSION CAP9S. AND MINIMUM ULTIMATE SHEAR CAPACS. OR HOLLOW POST Y CON RE c SCREW ANCHOR B g / tY4" NI EMBEDMENT (TYP.) " x 2" OS SOLE PLATE I 49 a. •.. ii4" X 2Y4 CONCRETE SCREN MIN. (2)-,410 x i" ANCHOR 0 O.C. (TYP.) LONG S.M.S. INTO SCREW BOSSES (TYP.) !F 1x2 0.9. IS CONTINUOUS, PROVIDE (4)r� S.M.S. INTO COLUMN/POST SCREW BCSSE' S-M.S_ CCL'„MN OR '-C-L!-OW POST SEC71ON A -A (moo.) r_ 1' x 2" CE SOLE PLATE lI EDGE OF CONCRETE �I SECTION B-8