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HomeMy WebLinkAbout115 Woodridge AveDescription of Work: 6�C-4 sy /C Historic District:Zoning °" f Value of Work: $ 4=, 00 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: Residentialy Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) rf t .Owners Name &Address: / �©CJ � f Js 77' L(/Y,s'e or Phone: Contractor Name & Address: /p l State License Number: Col�Phone & Fax:? R6 386 64F-5ntact Person: //ej Phone: ,1 Bonding Company: -.. Address: Mortgage Lender: 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. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable Iaws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOI.% PAYI7NG 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 permit is verification that I will notify the owner of the property of the requirement to " Lien 3. o� ignature of Owner/Agents `� Date Sign ture of Contrra'ctor/Agent Date ��t�� l�/U s� A/4,57- gent's /4gent's Name Print Contractor./Agent's Name Diane A"3 0 _Q My Comnt§st"4DD61lt�gery-State FI da Date Signature of Notary -State of or a Date '?or -e Expires November 19 2005 �,"-,, 6iaire A 2@6119 My Eompiiti 'on DD043780 Owner/Agent is _ Personally Known to Me or Contractor/Agent is Personally Kno ,,, � otx.ifeg 1Vijyefter 19 2005 �, ��/✓�x� Produced ID A-) ;Z .�-�7 �� Trp Produced ID orf` APPLICATION APPROVED BY: Bldg: eo Mic Zoning: nitial & Date) Special Conditions: (Initial & Date) Utilities: FD: (Initial & Date) (Initial & Date) POWER OF ATTORNEY I hearby name and appoint to be iy lawful attorney-in-fact for me and arplly to -5 Ala. Building Department for a screen enclosure permit for work to be pe� eat a location described as: and to sign my name and do all things necessary to this appointment. Mike Hekkel Design Pros State License No: SCC045065 895 Diplomat Drive 102E DeBary, FL, 32713 Sworn to and subscribed before me this day of 12003S r %, Diane A zeoiia My Commission DD043780 Expires November 19 2005 Notary Pub f Florida Public, pines: My Commiissio*npior H Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www. sepafl.org/pls/web/re_web. seminole_county_title?parcel=32193 05 GS 0000099... 10/5/2005 1;j 1-,:I - .9 7 6 6 DAYID.JoHHSoN, CFA, ASA PROPERTY i APPRAISER i ?3 1W 101 W2 1C,3 SE INOLE COUNTY FL. 1101E. FIRST ST y ?3 _ 71 l'i ria 13 "� - SANFORD, FL32771-1468 407-665-7546 F43 44 4.5 ... 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 32-19-30-5GS-0000-0990 Number of Buildings: 1 Owner: WYSE L SCOTT & CHRISTINE C Depreciated Bldg Value: $136,497 Mailing Address: 115 WOOD RIDGE TRL Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $29,300 Property Address: 115 WOOD RIDGE TRL SANFORD 32771 Land Value Ag: $0 Subdivision Name: KAYWOOD REPLAT Just/Market Value: $165,797 Tax District: S1-SANFORD Assessed Value (SOH): $148,505 Exemptions: 00 -HOMESTEAD Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $123,505 Tax Estimator 2005 VALUE SUMMARY SALES Tax Value(without SOH): $2,817 Deed Date Book Page Amount Vac/Imp Qualified 2005 Tax Bill Amount: $2,378 WARRANTY DEED 06/2002 04457 0376 $177,900 Improved Yes Save Our Homes (SOH) $439 Savings: WARRANTY DEED 04/1998 03413 1625 $131,200 Improved Yes 2005 Taxable Value: $119,180 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Land Unit Land PLATS: Pick... Frontage De Method pth Units Price Value LEG LOT 99 KAYWOOD REPEAT PB 30 PGS LOT 0 0 1.000 29,300.00 $29,300 27 & 28 BUILDING INFORMATION Bid Year Base Gross Heated Bid Est. Cost Bid Type Fixtures Ext Wall Num Bit SF SF SF Value New 1 SINGLE 1998 9 1,939 2,735 1,939 CB/STUCCO $136,497 $141,448 FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED / 141 Appendage / Sgft OPEN PORCH FINISHED / 27 Appendage / Sgft GARAGE FINISHED / 584 Appendage / Sgft OPEN PORCH FINISHED / 20 Appendage / Sgft OPEN PORCH FINISHED / 24 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. `"' If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www. sepafl.org/pls/web/re_web. seminole_county_title?parcel=32193 05 GS 0000099... 10/5/2005 JUL-26-2085 13:07 From: 4879776825 To:813866685586 P.2/3 NOTICE OF COMMENCEMENT This doh incat prepared by: Name! STAT'!? OfFLORIDA- COUNTY OF SaNO TAX PQLTQ # (Complete Parcel ILti #) ��... The undcraigircd hereby infonns all concerned that improvements will be made to cerbin real property. And in accordance wit ojj Chapter 713, Florida Statues, the following information is provided in this Notice of Commcnremcnt. � m M :X DESCRMTION OF PROPERTY (Ugal description of the property And street GENERAL DESt^DiAF' noN OF 01:FROVEMENT: &01 5 G re e OWNER NAME & A09RXSS OWNERS iIN' EREST IN PROPERTY (Fee Simple, Partnership, etc.) r NAME AND ADDRESS OF FET SIMPLE Tjl' LE HOLDER (If other than owner) NAIdIE & ADDRESS: :f 7(S SURETY (Bonding Company) NAM & ADDRESS: Amount of Bond: KI .., rnr rtAlx—(-,UIT COURT «*******«s«**«««««««**««*««««*a«a««a««««*«*************t*******************«a**«sera«a*«**********w***a***** PcMns within the state of Florida dcsignatcd by owner upon whom notice or other documents may be served stn providedb�ction Florida Statues: - cu Name and Address In addition.to himself, owner designates the following person to receive a copy of theLienor's Notice as provided in Section 713.13(l.)(b), Florida Statutes - Name and Address; E$piradori Date of Notice of ('The expiration date is 1 year 1 / t APrinted Name of Owner 1 STATE OF / COUNTY OF 1- _ The foregoing instrument was Acknowledged this � day of c' "'r 26Q`:, by �6i� Gtr who is peri onally known to me or has produceda J 3 4 , . _ ._ (type 0 identification) as acknowledged that. he/she signed the instrument voluntarily for the expressed purpose in it� '1\4 Signature of Notary Public, State or*r • Mike A Hekkel r My Commission DD238858 oo, nOlp Expires November 11, 2007prinl, Type, or Sutmp Commissioned Name of Notary Public PLAT OF SURVEY �y for N MARIO SANTANA, JR. AND FELICITA L. SANTANA Legal Description Lot 99, KAYWOOD REPLAT, according to the plat thereof recorded in Plat Book 30, Pages 27 and 28, of the Public Records of Seminole County, FLOrida. PERMIT z s V L $ Y 9.81.40 34: ' E . •' 90.00 v J _ — 7.5• _ uTlL. ESMM—T — — N I - STY. , N - � M CoNC. BLK. STuc(o Res. :w 1.q • 27.72' 2.018 W N o LL 09�OL 3.v *,. _ � x N a 7.95 12.3• 18.0• �o Ir N CD r 0 z N CX OFFICE'CC )-OCATIOIJ SKETCH 4 r W N .6 8 Z SURVEY NOTES: 1) The street address of the above described property is 115 Wood Ridge Trail 2) The above described property lies in a Flood Zone X per FIRM w Q d SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I further certify that this Survey meets the Minimum Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. REVISIONS: 1 / / CERTIFIED CORRECT TO: MARIO SANTANA, JR. KI TNER SURVEY I'M INC. ELICITA L. SANTANA R. BLAIR KITNER - P.L.S. NO. 3382 AIB MORTGAGE COMPANY Post Office Box 823, Sanford, F1. 32772-0823 BSOLUTE TITLE AGENCY (407) 322-2000 IDELITY NATIONAL TITLE PROJECT NO: 17 1 SURVEY DATE: 3. APRIL I0►018 HOEMAKER CONSTRUCTION v J I - STY. , N - � M CoNC. BLK. STuc(o Res. :w 1.q • 27.72' 2.018 W N o 09�OL � 12.3• 18.0• 0 10.x• %. o N N �' o ��CouC.• — Z ; �• 7.5 UT1L . ESM'T O.oS 5. 89- 4-0'54" E. 90.00 • 0 a �� z O 7q CD r 0 z N CX OFFICE'CC )-OCATIOIJ SKETCH 4 r W N .6 8 Z SURVEY NOTES: 1) The street address of the above described property is 115 Wood Ridge Trail 2) The above described property lies in a Flood Zone X per FIRM w Q d SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I further certify that this Survey meets the Minimum Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. REVISIONS: 1 / / CERTIFIED CORRECT TO: MARIO SANTANA, JR. KI TNER SURVEY I'M INC. ELICITA L. SANTANA R. BLAIR KITNER - P.L.S. NO. 3382 AIB MORTGAGE COMPANY Post Office Box 823, Sanford, F1. 32772-0823 BSOLUTE TITLE AGENCY (407) 322-2000 IDELITY NATIONAL TITLE PROJECT NO: 17 1 SURVEY DATE: 3. APRIL I0►018 HOEMAKER CONSTRUCTION -tea... AW ao V ♦I F©Q '1 er . FLILINE INC. A CIVII engineering flrm 1026 South SOMMH-BOUIOV8rd Suite 1003 Winter Park FL 32702 [4071670-7600 Fax 14071070-0180 Authorzzation. Letter` to use Aluminum Design Manual 1� Authorization for.• Building Officia6 (Design (Pros Inc. 895 (Diplomat Drive Ste` 102E Debary, FFG 32713 as ter -file (Due to our manuaCrev'sions that willnot be completed by June 1, ZOOS, we.are extending authorization to the above referenced contractor to continue using the current manual thru September 30, 2005. If this authorization is to be revo4dpiiorto the ending Mate indicatedwe urillnot y you in writing via maiCorfacstimire. Any inufication of the alteration of this document wilfvoid the authorization. Gordon X Shepardson's, the engineer of record, signature and raised searis required on this fetter to validate the authorization: Thankyou for your cooperation ignedl,,` r (Date: + Gordon -7 r; Npardffiq, PP.E. 19333 FLILIE INC . A civil engineering firm .1025 South Semoran Boulevard Suite 1003 Winter Park R 32702 [4071070-7600 Fax [4071076-0100 C of sheetspecifies the master -file pages that can apply for the appropriate not need to apply in total.The This index Detail sheets and tables indicated asuggested blesshall be for the marked ae of suthey apply. The listed pages are the only pages appropriate typical and detail sheetsengineering pages that need to be attached per type of structure. Index sheets should et tUnauthoriz d typical and etail sheets or issuance of a permit. Any signs of alteration shall void this index m „sed in conjunction with our en ' eerie desi s. Date B 1 '-5 2005 Gordonl 9333 C. SECTION 1.1.1 ow- ctvm I' x 2' BASE DOME I SCREEN ENCLOSURES R UP %ff PfR�"TAKE T K - BRACING ( OPTIONAL SEE SEC" I.7 TYPICAL DOMEROOF sm FWASIONS D2/1s/O5 fifi foR cA E CONNECTION PLACEMENT & NU SER SUE SECTION 1.2.1 x 2' BASE PLATE APPLIES (STANDARDS) 1) DESIGN CONFORMS TO THE FLORIDA BUILDING CODE 8001 7) NO OPEN AREA BETWEEN ALUMINUM SHALL SCEED 68 S.F. AS AMENDED AND ASCE 748 FOR WM WAD ON THE ATTACHED TABLES. 8) ALL SCREEN ENCLOSURE DOORS SHALL BE SELF L•ATCHM AND CLOSING A14D MAY BE LOCATED INTO ANYSCREEN 21 All. SCREEN ENCLOSURES GREATER THAN W -V MAX. HEIGHT ' PANEL OPENING. OR GREATER THAN 401-T PROJECTION FROM THE HOST STRUCTuns - (REGARDLFSS OF DIRECTION OF BEAM SPAN) OR WITH A.BF,AMA SPAN ' GREATER THAN 4(r-0', WILL REQUIRE SITE SPECIFIC SW*D AND SEALED ENGINEERING PLANS AND SIGNED AND SEALED LAYOUT ' DRAWINGS. 3) STRUCTUR& DETAIL DRAWINQ SHALL RELAT9-M 906378, 9081 T6, OR OKI TO ALUMINUM EXTRUSIOM WIT14 AN AOTUAL WALL THICKNESS OF NOT LFSS THAN OA40. 4)ALUMINUM SURFACES IN CONTACT WfTH I -M -MORTAR, OUNGREM OR OTHER MASONRY MATERIALS, SHALL BE PROTEGM WITH ' MXALI-MISTMNTCOATINQS SVCH:A: HEAVY43C r D BITUMINOLS PAINT OR WATER - WHITE METHACRYLATE LACQUER. 9) DISTANCE -BETWEEN PURLINS SHALL NOT EXCEED 84 NCHES CEI ITER TO CENTER. 10) ALL PURLINS AND CHAIR RAILS WILL BE ATTACHE WITH MIN. ' OF 8 SCREWS INTO SCREW BOSS EACH SIDE SEE SECTION 12.3 'FOR PURUN AND CHAIR RAIL$CHEDUI, 11) ENCLOSURE MUST BE -GROUNDED AND BONDED IN A♦OOOPDA499 WITH N.E.O. 12) NO UNAPPROVED APPENDICES OR ACCESSORIES MAY BE ATTACHED TO ANY ALUMINUM MEMBERS WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGNEM (MAX MESH OF 20/20) ROOF AND WALLS. IT WAS AN MMPORTMNCE 0)ALL FASTENERS.WILL BE 24' C- C MAX UNLESS OTHERWISE NOTED. FACTOR M OF 0.77. DESIGN LOADS ARE BASED ON TABLE 2002.4 SCREWS SHALL BE COATED WEATHER SEALED, OF 8001 FLORIDA BUILDING CODE P,lm1l'IM�`h _ 'T UP TO 30 FT. N APPLIES THIS PAGE CAN ONLY BE USED IF THE CONTRACTOR IS AUTHORIZED TO USE THE MASTER FILE MANUAL OR IF THE PAGE HAS AN ORIGINAL SIGNATURE AND SEAL FuUNE INC. 1025 S. SEMORAN BLVD. SUITE 1093 WINMR PARK FL 32792 TEL (407) 679-7500 FAX (407) 679-9188 E-MAIL . 6) ALUMINUM IN CONTACT WITH WOOD OR OTHER A4SORBM. MATIBTIN,S 13)WHNEN 908176 OR 8061 T8 ALUM INUM ALLAYS USED N A WHIG MAY BECOME REPEATEDLY WET SHALL BE PAINTED WITH TWO STRUCTURE FOR LIPRIGHTS, BEAMS, KNEE BRACE'S, WIND BRACES, COATS OF ALUMINUM METAL AND MASONRY PANT, OR HEAVY4BO= AND K -BRAC, 00WT8 ALUMINUM ALLOY MAY BE USED FOR ES BITlIMINOIIS PAINT, OR THE WOOD OR ABSORBING MATERIAL. SWILL PURLINS, CHAIR RAILS, TOP PLATES, AND BOTTOM PLATES. BE PAINTED WITH TWO COATS OF ALUMINUM HOUSE PLANT AND THE JOINTS SEALED WITH MGH QUALITY CAIAIONG COMPOLM. 114 THIS IS AN OPEN ALUMINUM FRAMED STRUCTURE WITH SCREEN (MAX MESH OF 20/20) ROOF AND WALLS. IT WAS AN MMPORTMNCE 0)ALL FASTENERS.WILL BE 24' C- C MAX UNLESS OTHERWISE NOTED. FACTOR M OF 0.77. DESIGN LOADS ARE BASED ON TABLE 2002.4 SCREWS SHALL BE COATED WEATHER SEALED, OF 8001 FLORIDA BUILDING CODE P,lm1l'IM�`h _ 'T UP TO 30 FT. N APPLIES THIS PAGE CAN ONLY BE USED IF THE CONTRACTOR IS AUTHORIZED TO USE THE MASTER FILE MANUAL OR IF THE PAGE HAS AN ORIGINAL SIGNATURE AND SEAL FuUNE INC. 1025 S. SEMORAN BLVD. SUITE 1093 WINMR PARK FL 32792 TEL (407) 679-7500 FAX (407) 679-9188 E-MAIL . 2 CAPI-E FOR EVERY 200 SQ, FT. G1BLE, CORNER PLATE' 1 8' ALUM. NOTE: ALL WALLS OVER 156 HIGH MUST HAVE 1/2 OR W/ 5%'10 TEKS MORE OF THE CABLE'S AT THE TOP OF THE WALL, ABOVE THE TOP CHAIR RAIL. MIN 2 DItfYE ITSOR 2.— 11/4 z 14' TAPCON TOP FASTENER 1 1/2' BELOW TOP OF CONCRETE. NO CONC. NO FASTENING TO PAVERS REVISM 02/15/05 CABLE BRACING CAN BE USED IN PLACE OF K—BRACING SIDE WALL --1 /8" STAINLESS STEEL CARL UP TO 200•SO. FT. OF WALL: NO CABLE NEEDED OVER 200 SO. FT.: 1 OWE PER EVERY 200 SO. FT. N CABLE SET NOM ALL WALLS OVER 15* HIGH MUST HAVE 1/2 OR isT CABLE SEr MORE OF IHE CABLES AT THE TOP OF YHE WALL ABOVE nf TOP CWA RAIL TOf MM � RAIL WHEN %9 f -3RD CABLE SET HOMEOWNER.MAINTENANCEa CMLE MUST MAN MIT AT &L'nMES- CABLESMU) SCREEN CABLE BRACING DIAGMM BE TMTM PDOODCALY TO REMOVE SLACK TO AVOID OWDE CONTACT A QUALM SE)MCE COMPANY CABLE SCHEDULE FOR SCREEN ENCLOSURE APPLIES CABLE ATTACHED TD 2-n X1/5' ANGLE WRH CABLE 14MBLE _ RICO MUS SLEEVES 4' HOMINAL 2500 PSI CONCRETE ir- • Z' 'X2'X1/8' ANGLE 2.500 P51 CONCRETE, 3/471/4' *WNPN Am'COK TD INSTALL WNS M OF 1 1/2' FROM DMK EDGE CABLE BRACE MOUNTED 'ON TOP OF CONCRETE DECK APPLIES THIS _PAGE CAN ONLY BE USED FLULINE INC. ` C''�,..i% `:• ._.._ IF THE CONTRACTOR IS 105 S. SEMQRAN BLVD. Y ,r SU AUTHORIZED TO USE THE WIN .1093 F1. 32792.-*. a; MASTER 'FILE MAJUAL OR IF WI PARK•7 :' W .:_"_ ,. THE PAGE -HAS- AN ORIGINAL TEL (407) 679=7500 SIGNATURE AND SEAT. FAX407) 679-9188 E— l .:v .. ; .. SECTION .1.2.2 DETAILS SCREEN ENCLOSURES 3'0"10.030'.' PLATE 0/6 TOTAL 14 Tt7CS 1 'xO.125'x3" L.G. NNBWACNO CAN BE USED INTA 114 jM IN PLACE OF, CABLE BRACING01 1 1 ROOF PURLIN VOL.UMN / POST , 2'x2' K -IMAM, L3 (M) .� 31 2'x7'x0.050 ' W 9 TOTAL /14 TV � B 2' K R x2' ACE TYP) II _ 11'4' BASE .PLATE 3x4'x0.050" PLATE WOW1.4 TIM OONN 0 KT L!_RRArIN TDP FOOT OF 2 Y; x YS Al G E a o 1'x2" CHANNEL. FRONT FOOT NUf REOR FOR '2°x3' UPRIGHT UPRIGHT COTE: • � �aEW 20 X 2' X ON i •ANGLE RETAl2tED LOAD BFAR1Nl? tXAL 1S 2'x UPRIGHT REVmms 02/13/03 K -BRACING CAN BE USED IN PLACE OF CABLE BRACING L- 4'x0.050" PLATE W05 TOTAL #14 TEKS VLAN VIEW E 1 "x2'x0. i 25'x7' LA. COLUMN POST ANCL.E W A TOTAL 114 UK WTD BRACE & POST V/Bt'T2 iO504 7T3(S TE ic0�50* PLAN VIENw%Viv1144 TEKS © D WITH ALL EEN. TYPES M ANCLE.ONL.Y CNH BEARING WALL � ' DI`L"''`� . APPLIES TAFCON MUST 00 INTO CONC. T IfiNMX OF 1-1/4. IF USE PAVERS ON DEOK. ASTE?ETt ' CWVR RAIL TOP FOOT OF WLL EXTEND RiTO DECK 1-1/40. FRONT FOOT OF 2'x2' x 1 /0" w/ 2u GQ1 MD PF�gif scREws 2'x2" xis" ANGLE Tom'FRON SEE FOR FASTENERS 4l/4'I / INTO 2.4.0 p�00AL�L�13 TAFCON MUST 00 INTO CONC. T IfiNMX OF 1-1/4. IF USE PAVERS ON DEOK. ASTE?ETt ' CWVR RAIL TOP FOOT OF WLL EXTEND RiTO DECK 1-1/40. FRONT FOOT OF 2'x2' x 1 /0" w/ 2u GQ1 MD PF�gif scREws 2'x2" xis" ANGLE Tom'FRON SEE FOR FASTENERS 4l/4'I / INTO 2.4.0 THIS PAGE CAN ONLY'DE USED I IF THE CONTRACTOR •1S 5 AUTHORIZED TO USE THE MASTER FILE MANUAL OR IF T THE PAGE HAS AN ORIGINAL T SIGNATURE AND SEAL F E POST COl NE INC. S. SEMORAN BLVD,." 'R PARK FL 32792 (407) .679-7500 (407) 679-91 B8 NOTE: CWR RML 4s' ►LAX. FTLOA! DECK MIN. 3-20 SMS FOR FASTP" AT CHAIR RAIL„ TO UPMOM SCREW MY 2' x 2' x1/lis ANGLE W/2 1 10 TEK SCREWS INTO WNL. . TAPCON OR THUNDERBOLT 1-1/4* INTO CONt. DECK M CNAMEL I `I 7,APPLIES f i "t, " w0wi - aFM" of/�a/os SECTION 1.2,3 DETAILS SCREEN ENCLOSURES 4' W1X. * • BEAM OVERLAP 2' CHANNEL OR GUSSET PLATE W/ 6 10 TIEKS FOR CONNECM --T— h00F BEAM 2x4 5,6,7,8,9 10. SCHEDULE SEE SECTION 1.2.4 t • 1'-2'x .040' STRAP AT EACH • •All • • 3— 10. UPRIGHT & MIDWAY BETWEEN KLW UPRIGHTS, W/1 10 TEK KN AT EACH ENDO 4' .MX. ( 2' — H CWWNEL IW/ 6 1f 10 TEKS • . • 4' �' 4' MAX. • HOST I UPRIGHT STRUCTURE -L,AJ 2•x2• ANGLE XNEE BRACE DETAIL 2' SMS 0 2' O.C.. W .. 8. j 10 TEKS EACH . 51DE. 5' OR 7" SUPER c;�frTER . STRUCTURAL GUTTER -& KNEE BRACE DETAIL APPLIES HOUSE • NnicoNAt. ROOF WIND BRACE, PURUN & CHAIR RAIL SIZING TW. COMERJ BRAICE NOTE: MIINO' BRAgNG SHALL NOT -BE ,REQUIRED WHERE BEAMS AND PURLINS ARE U1T13tALLY SUPPQRTED BY CONNECI1pN TO HOST STRUCTURE. NOTE: WINO , BRACING ATTACHMENT' TO • BE WITH GUSSET PLATE, H CHANNEL OR RECEIVING CHANNEL NOS� TOE NAIUNG IS ALLOWED PV1N• ML�t ,..�,I.IVI111 ROOF WIND BRACING, PURLIN & CHAIR RAIL -DEWL....;•...` �)TQES P'LILINE INC. `y THIS PAGE CAN ONLY BE USED . F.. , OO5 IF THE CONTRACTOR IS 1028 .S. SEMORAN BLVD. . AUTHORIZED TO USE THE SUITE 1093 � � • :T MASTER F1lF 1aMlUAL OR IF WINTER PARK Fl.. 32792 '►NE PAGC HAS. AN ORIGINAL. TEL (407) 879-7500 FAX (407) 679-9188 SIGNATURE AND SEAL E_ 4' "Y mw$ i F0 7) m rA - TW. COMERJ BRAICE NOTE: MIINO' BRAgNG SHALL NOT -BE ,REQUIRED WHERE BEAMS AND PURLINS ARE U1T13tALLY SUPPQRTED BY CONNECI1pN TO HOST STRUCTURE. NOTE: WINO , BRACING ATTACHMENT' TO • BE WITH GUSSET PLATE, H CHANNEL OR RECEIVING CHANNEL NOS� TOE NAIUNG IS ALLOWED PV1N• ML�t ,..�,I.IVI111 ROOF WIND BRACING, PURLIN & CHAIR RAIL -DEWL....;•...` �)TQES P'LILINE INC. `y THIS PAGE CAN ONLY BE USED . F.. , OO5 IF THE CONTRACTOR IS 1028 .S. SEMORAN BLVD. . AUTHORIZED TO USE THE SUITE 1093 � � • :T MASTER F1lF 1aMlUAL OR IF WINTER PARK Fl.. 32792 '►NE PAGC HAS. AN ORIGINAL. TEL (407) 879-7500 FAX (407) 679-9188 SIGNATURE AND SEAL E_ 4' "Y RE1AslOHS SECTION 1.2.4 DETAILS SCREEN ' ENCLOSURES PZ/13/05 BEAMS 0 NOTE: eEA>,Is SCREW PATTERN -1` ^ �o CLEARANCE ON ALL 4 SIDES ry} ti ry ry� ti} OF THE GUSSET - PLATE OR BEAM.OVERLAP. SCREWS ARE TO BE EQUALLY SPACED FROM TOP TO BOTTOM AND SIDE--TO-SIQE. SCREWS MUST BE WEATHER SEALED. NOTE: GUSSET PLATE THICKNESS WILL BE EQUAL 1V OR ,LARGER THAN 8 1 1 14 X X 'X 4 2x5 m -IC 14 1616 X ?X 10 2x6 IC 14 16 16 18 18 'l X 2x7 14 16 16 18 18 20 X 5 6A50 0.120 .1.920 2x5 24 18 16 18 16 20 22 22 '4 2x9 18 18.18 20 22 22 24 8 2x10 18 18 20 22 22 24 24 BEAM.OVERLAP. SCREWS ARE TO BE EQUALLY SPACED FROM TOP TO BOTTOM AND SIDE--TO-SIQE. SCREWS MUST BE WEATHER SEALED. NOTE: GUSSET PLATE THICKNESS WILL BE EQUAL 1V OR ,LARGER THAN flo TEA SCREWS EACH SIDE OF BEAM LARGEST BEAM OR UPRIGHT USED.. 114 TQC SCREWS EACH SIDE OF BEAM X- NO CONNECTION ALLOWED X- NO CONNECTION At -LOWED HOMEOWNER MAINTENANCt RESPONSIBILITY: ' FASTENERS SHOULD BE . CHECKED PERIODICALLY FOR DETERIORATION. IF DETERIORATION IS DETECTED CONTACT A QUALIFIED SERVICE COMPANY- BEAM OMPANY.BEAM OVERLAP OR GUSSET PLATE CONNECTION ALUMINUM 2x4 4 4 10 1 8 X X X 6A50 0.120 .1.920 2x5 4 '4 8 8 0 X X 2x6 20 6 B B B 8 10 10 12 1 121121 1214 X X 208 8 10 12 12 14 14 14 24 10 12 12 14 14 16 16 2x10 10 12 14 14 14 16 18 flo TEA SCREWS EACH SIDE OF BEAM LARGEST BEAM OR UPRIGHT USED.. 114 TQC SCREWS EACH SIDE OF BEAM X- NO CONNECTION ALLOWED X- NO CONNECTION At -LOWED HOMEOWNER MAINTENANCt RESPONSIBILITY: ' FASTENERS SHOULD BE . CHECKED PERIODICALLY FOR DETERIORATION. IF DETERIORATION IS DETECTED CONTACT A QUALIFIED SERVICE COMPANY- BEAM OMPANY.BEAM OVERLAP OR GUSSET PLATE CONNECTION ALUMINUM PHYSICAL PROPERTIES 2xH SECTION TWALL `TWEB MODULUS .N 20 0.046 0,100 ' 0.935 2zS O.O O.. 8 ,1.38 2x6 6A50 0.120 .1.920 2X7 0.055 0.220 2.375 2x8. 0.072 0.224 4.080- 2X9 0.082 0.308 5.910. 200 0.092 0.389 8.531 Twm -SNAP EXTRUSION *ALL APPLIES SELF MATING HOLLOW BEAM TABLE . BEAM _ALUMINUM PHYSICAL PROPERTIES �'�• 1?PLIES FLJUNE INC. THIS PAGE CAN ONLY BE USED. U IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD. AUTHORIZED, TO USE THE SUITE 1093 WINTER PARK FL 32792 i MASTER FILE MANUAL OR IF TEL (407) fila--mmn THE .PAGE HAS AN minium-- - - REVOM �s/os SECTION 1.2.5 DETAILS SCREEN ENCLOSURES oi/ xZ' LAG SCREWS ALUM 3 4 FERRULE 1 4"x2° LAG SCREYYS // ■ O 24' O.C. MAX. 4 24 O.C. MAX. ALUMINUM FERRULE. I EACH LAG SCREW T1fP. 1 EACH SIDE OF BU.- /15 EAM 3/8°x8" LAG SCREW,TTP. ROOF I MCH SIDE OF BEAM BEAM BEAM ROOF 2`x2°x0.125■ ANGLE W/ 2"x2"x0.125` ANGLE W//• 4 10 OF BEAAMM S. EACH SIDE TEKS. EACH SIDE OF SEA ANGLE SPACER SCBM OPTIONAL 1'x2' MGLE WITH SHIM OPTAL 1 `x2` SP�UNE� IONGROOVE FOR CUTTER WITH SPLINE GROOVE 1/4'xj LAG SCREWS 3/4"0/4" 9 24 O.C.' MAX.. ALUMINUM FERRULE 3/8"x8" LAG SCREW,TYP. I EACH SIDE .OF KM SCREEN ROOF BEAM 2"x2°x0.1250 ANGLE. W/ 4010 TEKS. EACH SIDE OF BEAM OPTIONAL %2" FOR GUTTER WrM ANGLE SPUNE GROOVE SHIM BOX BEAM ' (FLAT OR 'ANGLED) PUFLIN WPM •TAPCON A.� 10 - 30 SCREW - 24 O.C. WM4 1 - TAPCON. R 10- 3° SCREW THRU 2`x 2" ANd.E MTD. WALL' ON LACH SIDE OF BEAM EXISnNO MASON( .WALL. OR STUCC5 WALL WITH LAD BOLT OR TAPCON ATTACHING TO WALL OR STUD -SEE CONNECTION IN ■may SECTION .1.2.6 t A�L"�.12WAr�� 0 EC H SIDE. OF REAM 2-2-x1/4 WH BEAM t RMGM) i 1-1 4"x2" LAG. 2'WxO.125` 0 EACH EACH SIDE OF BM 2-2'x1/4" THRU-BOLTS. 24" O.C. ALONG 1'x2' SCREEN CHANNEL SIDE OF BEAM W/ THIS PAGE CAN ONLY BE .USED F UUNE INC. IF THE CONTRACTOR IS 1 d25 S. SEMORAN BLVD. AUTHORIZED TO USE THE SUITE 1093 MASTER FILE MANUAL OR IF WINTER PARK FL 32792 THE PAGE HAS AN ORIGINAL. TEL (`107) 679-7500 RIMATURF Amn cr.i FAX 14071 970-01 Ra Af'-PLI ES amom o2/t a/os SECTION 1.2.6 1 DETAILS SCREEN ENCLOSURES PURUN CONNECTION, TO HOST STRUCTURE TO bE MAXIMUM OF 16" FROM BEAM AND EACH 16" THEREAFTER CONNECTION OF PURUN & ANGLE TO BEAM & HOST STRUCTURE BEAM PURLIN CONNECTION TO BEAM ANGLE TO BEAM AND TO HOST STRUCTURE 2X4 3 2 2X 3 3 2X6 3 4 2X7 3 5 2X8 3 6 2X9• { —#!22 2X10 4 8 SEE PURUN SCHEDULE . — SECTION 1.2.3 BEAM SIZE VARIES p (SEE BEAM TABLES) 0 1 SCREW PER 10 VERTICAL NCH (SEE TABLE] . 41 —#!22 USE 2"' X 2'• X. 0.125" SUPPORT ANGLE (EACH SIDE) BEAM CONNECTION BEAM TO PURUN USE 2"-J10 SMS INTO WOODFRAME (SEE TABLE) STRUCTURE USE 4"—J 10 SMS BEAMTO. PURUN USE 2"—#10 SMS ' (SEE TABLE) `—j INTO CONCRETE ISTRUCTURE USE 3 1 /2" TAPCON PURLIN CONNECTIONS INTO .WOODFRAME STRUCTURE USE 2--f10 SMS O INTO CONCRETE STRUCTURE USE . 1 1/2 TAPCON -ANGLE CONNECTION CONNECTION OF BEAM DIRECTLY TO HOST STRUCTU' RE1�1111-,,,,• AP PLIES , FLIUNE INC. THIS PAGE CAN ONLY BE USED 1025 S. SEMORAD. IF THE CONTRACTOR IS N BLV AUTHORIZED TO USE THE SUITE 1093 MASTER FlLE MANUAL OR IF WIC PARK . FL 32792 11 THE PAGENAC AN nDinu,ul TEL (407) 670-711nn ' REVD 02�15�05 SECTION 1.2.7 DETAILS SCREEN -ENCLOSURES SPLICE PLATE SWUl BE MN. 24 INCAES LON4, MINIMUM 12-1 1D TEK SCREWS ON EACH SIDE OF 1 INCH LESS HWfT THAN THE BEAN THE SAME T}E CUT EVE Ly SPA= " 1 INCH ME11R1ME THICKNESS AS THE SPLICE BEAM, AND LOCATED NO AT IM CUT AND ALL SIDES OF THE INTEFKC SPLICE GREATER THAN 1/3 THE BEAM LENGTH FROM THE END PLATE AND LOCATED ON OPPOSITE ENDS OF THE MATED KAM FOR GUSSET CONNECTION SEE x .040' STW AT EACH UPRIGHT & MIDWAY BETWEEN. .UPRIGHT'S. W/1 10 mAT EACH .END HOST STRUCTURE 1.2.4. ' KNEE BRACE KNEE BRAKE SEE KNEE BRACE DETAILS SECTION 1.2.3 SPAN DETAIL FLILINE INC. THIS PACE CAN ONLY BE USED 1028 S. SEMORAN BLVD. IF THE. CONTRACTOR IS SUITE 1093 AUTHORIZED TO USE THE WINTER PARK RL. 32792 MASTER FILET MANUAL OR .IF TEL (407) 679-7500 T Ir nr I an•n •►I netnwu APPLIES �PLIES Ff 05 • � J:YJ - •�• •t�qi... 24' MIN.. TYP _F / . . 12" YIN. 12" MIN. SPLICE FOR BEAM SI ALL BE ON OPPOSITE ENDS OF THE MATED BEAM - FOR GUSSET CONNECTION SEE x .040' STW AT EACH UPRIGHT & MIDWAY BETWEEN. .UPRIGHT'S. W/1 10 mAT EACH .END HOST STRUCTURE 1.2.4. ' KNEE BRACE KNEE BRAKE SEE KNEE BRACE DETAILS SECTION 1.2.3 SPAN DETAIL FLILINE INC. THIS PACE CAN ONLY BE USED 1028 S. SEMORAN BLVD. IF THE. CONTRACTOR IS SUITE 1093 AUTHORIZED TO USE THE WINTER PARK RL. 32792 MASTER FILET MANUAL OR .IF TEL (407) 679-7500 T Ir nr I an•n •►I netnwu APPLIES �PLIES Ff 05 • � J:YJ - •�• •t�qi... SECTION 1.2.10' DETAILS I SCREEN ENCLOSURES e r• , r• r. Ali�ll�l� ,0,110 l I',,��111►���IIr•` IIQ11ii1 REVISIONS 02/15/05 ��11//IIDI�� 11\11%11 2 ❑ 11 5 e+vt FOOTER 01 2'd 6MBAR I --L"_1 W/ SLOPE BE N COt(T: 1 1N 6' TO 1 N 3. SLOPE ON RIBBFOOTER—WHERE FOOTER IS NOT CONNECTED, TO DEM 1V 3' OR STEEPER OR WHEN DECK EXTENDS UPP USE 8'x8° CONCRETE ROM MM W/ 1 �5 REHAR TO To OR THE SUpMORP W MM=RE. CONTNLan TO SUPPORT UP TD 2° X 6° UPRIGHT 0 USE a -x 12- ATE RmWN FOOTER W/ 2 5 REHABS CONTINUOUS* TO SUPPORT UPRit;M LARGER THAN 2' x 6" 1) FOOTER SHALL BEAR ON ROCK. CLEAN SAND. OR STRUCTURALLY SOUND SOIL (>`1500 PSI:) THAT WWI BE COWACTED TO PROVIDE OPTTlAUM BEARRIO G1P/VM TO PREVENT SETTLING. 2) CONCRETE SHALL WIVE A 28 DAY STRENGTH OF 2,500 PSI W/ FIBER MESH DR.8x6-10x10 W W MEW. 3) '3 - J3 WAS IS EQWNM(T TO 1 05 BARS. TYPICAL SCREEN DECK FOOTER DETAIL: APPLIES W BE INSTALLED AFTER OF SC tM ENCLOSURES X SCREEN DECK FOOTER DETAIL LER . DETAILS AND SIZING. ALTERNATE ' 2 RIBBON FOOTERS FOR. BRICK PAVARS <`'``.` Nt'''' PIES F.. F-L.ILINE INC. THIS PAGE CAN ONLY. BE USED 1025 S. SEMORAN BLVD: IF THE CONTRACTOR IS AUTHORIZED TO USE THE SUITE 1093 �= MASTER FILE MANUAL OR IF WINTER PARK FL 32792 T1JF• aer_c uec au nRirimm TEL (407) 679=7500 F_ SECTION 1.2.111 DETAILS SCREEN ENCLOSURES ttnism 02/15/05 3'X3' ALUMINUM COLUMN 3.11 YXY ALLUNUM COLUMN 3 114 TEK SCREWSEKS ON EACHSIDE 'X2'X1/8' -n xV8` - ANCLE O 3' ANGLE A 3' 2' e • 2 TAPCON. EACH Sim 2•' INTO FOOTER 2' a*&, ISOLATED 2 TAPCON EACH SDE ' FOOTER VM 2.500EMBEDDED 1 1/2' 2' PSI CONCRETE INTO FOOTER i ISOLATED .FOOTER FOR SOLID ROOF POSTS APPLIES SCREEN ENCLOSURE WITH KNEEWALL MAXIMUM UPRIGHT. SIZE 2'X6' ' CENTERED ON WAIT SEE TYPICAL DECK . PW'E& POST CONNECTION — -SECTION 1.2.2 3 BAR CONTINUOUS SET N BOND- BEAM' BLOCK •. ALL CELLS' ANDa: 3• BAR AT 41. O.C. BOND BEAM.BLQCK 'AND AT CHANGE FlLLED WITH L,500 IN DIREC11ON PSI CONCRETE IN 8"X8"X16" CM,,U CONCRETE -MCK IN AREA OF KNEEWALL, CABLE BRACING WILL I ® 9 ' ATTACH TO FOOTER _L_ 2 J5.13ARS et��ltEi�rrr,►rr te'---� CONTINUOVS,% "� .\.. "kit es ' ':, �. »I'Pf)LIES THIS PAGE CAN ONLY BE USED FLIUNE INC. .� IF THE CONTRACTOR IS 1025 S. SE GRAN BLVD. 'SUIT'S 1093 AUTHORIZED TO USE THE • ""(L - _ ,�-: MISTER FlLE M/W UAL OR IFWINTER PARK FL 32792, THE PAGE HAS AN ORIGINAL . TEL (407) 879-7500 SIGNATURE AND SEAL FAX_ (407) 679-9188 BEAM SPAN AND UPRIGHT HEIGHT TABLES SECTION SPAN SCREEN ENCLOSURES' 6063-T6 ALLOY 1.3.2.120 B TABLES 6061-T6 ALLOY 6061-T6 ALLOY 120MPH EXPOSURE B AM M ALLOY: 6063 -TO, 606.6 I 0 E: 2OMP EX 08 RE A L R00 S 3 nanx. SPANS FOR ROOF BEAMS FOR SCREEN ROOFIPOOL ENCLOBMS MAX 8PAN8 FOR WALL UP5I01478 FOR 8CREEN ROOFIPOOL UF' TO 160 MPH WIND LOAD ENCLOSURES WINO SPEEDS PRESSURE 10 PSF RMALL UPRIONT HEIGHTS 00 8P Interpolatlon !pant Is permitted, _ intarpoldon befwean spam 6 perTH - IV •v nncco • 1 KNEE . .2 KNFFlt s n v - i nr1CC.9 2T'1 291 201 241 2 X0.0 EE 2 X 10.0 KNEES 3rd 39'I 34'0 3277 Jo'6 1". X 0 -1 KNEE 2r2 26'1 24'4 2774 1 2 X 0 - 2 KNEES 31'2 29'0 28'4 21'4 2' krtetyol loon bahwm toari� b P9rTltlfler NOTE i. opens era bights using knw braces are used only for do, . flat, and no Spike cable toot stupe 2 X 7- O KNEES. 291 244 2219 211 x 2 X 7-1'KNEE 301 29'4 61 IBY 1 2 X 7.2 KNEES 34'2 324 301 -291 21 2 X 8.0 KNEES 3271 30'4 217 2 21 2 X 0.1 KNEE '0 31'4 321 31'2 29 2 X I.2 -KNEES 401 39'4 307 36'2' 33 2 X 1.0 KNEES 361 33'4 3111. 29'11 .21 X 1.1 KNEE 391 . 3T4 76'6 .36'11 37 2 X 9.2 KNEE! 43'9 •41'4 316 31'11 34 2 X 10 - 0 KNEES 44'4 41'4 39'1 3r'J 3t 2 X 10.1 KNEE 41'4 46'4 43'1 4177 JI 2 X 10.2 KNEES 2'4 49'4 4Ti. 4977 47 Irrts anon bettretn t ret b NOTE 1: Roof Spina using knee btaces am figured for br"" of 4R on the hortiontal. The'diffennce M the We bracs.bngth of I*" than or greater Phan Oft on the hodzonlal.Mil be deducted from or added to the the span. NOTE 2: Wall spans using knee braces are figured for knee tinea of 4ft on the vertical. The difference M rhe kne* breoe NngM of 1989 than or greater than 4n on w. •J/_J ._ u _ _ the vertical will be dsductW from THIS PAGE CAN ONLY BE USED BY A CONTRACTOR THAT IS APPROVED TO USE THE MASTERFILE MANUAL OR THE PAGE HAS AN ORIGINAL SIGNATURE AND SEAL. 0 KNIRS -1 KNEE 0 KNEES • 1 KNEE • 1 KNEE 1&1 1.0 KNEES 31'0 30'2 217 26'0 24'0 23 2 X9.1 KNEE 36'0 34'2 337 29'1 2 X 10.0 KNEES 3rd 39'I 34'0 3277 Jo'6 it 2 x 10.1 KNEE 41'6 40' 30'0 39'3 34'! 37 krtetyol loon bahwm toari� b P9rTltlfler NOTE i. opens era bights using knw braces are used only for do, . flat, and no Spike cable toot stupe NOTE 41 When using Spam or heights In bold bordered areas . alts 'pocula wiled engineering rind layout drawings are required wt" enclosure is 40ft or greater In dletants �yrR2 rogndleea of *hkh direction beams Might Is 20R or grsitsr. �,i � '( • " • `• FLILINE INC. ^ • t�� :. 1026 S. t�EMORAN BLVD SUITE 1023 ' WINTER PARK PL 3279