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HomeMy WebLinkAbout111 Maple Woods DrPermit #: Job Address: _ Description of Work: CITY OF SANFORD. PERMIT. -APPLICATION r / Date: Historic District: Zoning: Value of Work: S U /(--U RECEIVED NOV 0 1 )009 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm P6QI . 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 Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: ,(.) — vee V (Attach Proo(of Ownership & Legal Description) � T Owners Name & Address: �L� T 1 CJc_ I` 1 t'` y- D- 7 Phone: Contractor Name &'Address: Florida Pool Enclosures Inc. State License Number: Phone & Fax: P.O. BOX 521136 fQtatact Person: Phone: Qt;s3Wn0 , Bonding Company: Address.- Mortgage address:Mortgage Lender: Address: r� Arch itect/E/ng�ineer. _ Phone: (J ( Address: ,11 �f ��- v l v� 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 cornmenced 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 corrrpliance with all applicable la,\w, 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 applic/tsproperty that may be nd in the public records of this county, and there may be additional permits required from other governmental entities such asgem t districts, to agencies, or fedei al agencies. Acceptance of permit�js verificWion jOt 1 will notify the o _i :5 rt of the requirementsa ty�Law, 713. /%grtatuie of Owne renSture of Contract kgent Date _R r wrier/fkeen s� Prin Contractor Agent's Name m a 0 3.�2 Z _ )f Notary -State of riun.a Rat". m Fi' Signature of Noiary-Sta e of Florida at .0 z a�15 o. O Ener/Agent isPersonallx Kno%rn to .kle or N Contractor/A-­: is ersonall% Known to Me or Z _ Produced [D —� yin v N Produce .D v a T i al w m APPLICATION APPROVED BY: Bldo: Z u g: I t:.::i is FD: Initial & Date) (Initial 8c Date) (Initial x Date) (It>;ual a" Special Conditions: PREPARED BY Florida Pool Enclosures Inc. P.O. Box 521136 Lv.;:;9wood, FL 32752-1136 %'-x60-2800 PERMIT NUMBER TAX FOLIO NUMBER f ; STATE OF FLORIDA ie®��anaR�att�ttt�n;��t>Ii�tIN�I�iIlIB�1111ii1�i MARYANNE MORSE, C1.IERK OF CIRCUIT CDAT S£MINOI.E COUNTY BK Ole 5'97'► FOG 1 I Be CLERK° S 0 2oQ5e18a358 REMBED 11/01! e9:21:54 AN RECORDING FEES I&* Rf COWD BY L McKinley NOTICE OF COMMENCEMENT CFRTIFIEp CtIo. eWARyANNE Mo I OF CIRCUIT COURT SEMI LE COUIy TY FLORIp,4 Ct. -pie NOV 01 COUNTY OF .. i The UNDERSIGNED hereby gives notice that improvement (s) will be made to certain and real property, and in accordance with Chapter 713, Florida Statutes, the following information if provided in this Notice eoof)Commencement. DESCRIPTION OF PROP RTY (legal description and street address if available) Com'. 1 l l/' ,� o ,lam C) -P 1 c) A 6 rky-) r q,,e e a;vo I. q/') GENERAL DESCRIPTION OF IMPROVEMENT(S) (t UA - OWNER INFORMA' Name and Address Interest in Property ( fee Simple, Partnership, etc.) NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER (if other than owner ) ,CONTRACTOR INFORMATION Florida Pool Enclosures Inc. Name and Address _ p 0 RnX q,9112F Longwood, FL 32752-1136 401-960-2900 SURETY ( Bonding Company) Name and Address Amount of Bond LENDER Name and Address Person within the State of Florida designated by owner upon whom notice or other documents may be served as provided by section 713:13(1), (a), 7., Florida statutes (name and address) in addition to himself, Owner designates or _ to receive a copy of Lienors Notice as provied in Section 713.13(2), (b), Florida Statues Expiration Date of Notice of Commencement The expiration date is one year from date of recording unless a different date is specified.) State of Flo ' la County of - The foregoing instrument was acknowledged before me this — y C t _(Mi-� who ' ersonally wn o me. PUBLIC SIGNATURE =kR!,".HERS Florida , 2008 97298 Florida o® Enclosures, Inc. 927 Hickory Street • Altamonte Springs FL 32701 Phone: (407) 260-2800 • Fax: (407) 260-6411 State Cert. Lic # SCC056689 The undersigned herby appoints Tami kCauley or Brandy Lott as attorney in face to apply for and receive a building permit for the following address" IJI �-4cg Teala Ragan � t�3ood Or. Mike Delahoz da fool Enclosures SCCO56689 �aar•,.,�, TU kRAGAN Notary Public -State of Florida _• ;Commission Expires Aug 23, 2009 "'�,' •' CWWftslpn # DD464875 '�"�� Bonded BY National Notary Assn. .�ciiuiiv>c %,VUIuy i ivNcl.ty r-VY}nai,,ci vct "nviivaLIVII Uy i aicci ivuiIJLUVl i apc i vi i 11 17 Dq�1) ,B 6a 3 73 17 69 DAVID JotiNsDN. CFA, ASA PROPERTY ,a 1a .a, so. APPRAISER � TRACT rl a a a .' ra TRACT D SEMINOLE COUNTY FL 11 24 d9 1101 E. FIRST sT SANFORD. FL32771-1468 11 4 45 d7 4$ 4C, 407-665-7' 26 1'1 6 J 27 C ae as iJr]29 2005 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel id: 33-19-30-5EM-0600-0060 Depreciated Bldg Value: $135,716 Owner: HOFFMAN CURTIS W & TERESA J Depreciated EXFT Value: $600 Mailing Address: 111 MAPLEWOOD DR Land Value (Market): $30,000 City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: 111 MAPLEWOOD DR SANFORD 32771 Just/Market Value: $166,316 Subdivision Name: IDYLLWILDE OF LOCH ARBOR SEC 6 Assessed Value (SOH): $121,796 Tax District: S1-SANFORD Exempt Value: $25,000 Exemptions: 00 -HOMESTEAD Taxable Value: $96,796 Dor: 01 -SINGLE FAMILY Tax Estimator 2005 Notice of Proposed Property Tax SALES 2004 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Tax Value(without SOH): $2,288 WARRANTY DEED 12/1997 03352 1722 $104,500 Improved 2004 Tax Bill Amount: $1,911 WARRANTY DEED 10/1988 02007 1337 $78,900 Improved Save Our Homes (SOH) Savings: $377 WARRANTY DEED 12/1980 01310 0442 $61,500 Improved 2004 Taxable Value: $93,249 DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Frontage Depth Land Unit Land LEG LOT 6 BLK B IDYLLWILDE OF LOCH Method Units Price Value ARBOR SEC 6 LOT 0 0 1.000 30,000.00 $30,000 PB 21 PG 40 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1980 8 1,636 3,101 1,970 CONC BLOCK $135,716 $150,795 Appendage / Sgft OPEN PORCH FINISHED/ 44 Appendage / Sgft GARAGE FINISHED/ 621 Appendage / Sgft OPEN PORCH FINISHED / 396 Appendage / Sgft UTILITY FINISHED / 70 Appendage / Sgft BASE / 334 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New FIREPLACE 1980 1 $600 $1,500 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 JusUMarket value. r _. PL H T OF SURVEY DESCRIPTION L.OT 6 BL DCK B TOYL L. WIL DE OF L UCH RRBOR SECTION 6 RCCORDINC TO THE PL R T THEROF RS RECORDED IN PLRT BOOK 21 PRCECS) 9B OF THE PUBLIC RECORDS OF SEMINOL E COUNT Y, FL ORIDR S 89`48'25" W LOT 5 194.71 LOT 7L__ p -q . 14' UTILITY EASEMENT 3 ca o Co 5'p � CI Dc P-6 ry 61 3 12 MAP( EWO AOL 0/) U OFF, R = 100.00 s 0 L = 65.00 I = 37'14'32" LEGEND. ELEV • ELEVATION NSA • NAIL AND DISK BLK -BLOCK FD • FOUND POB ' POINT OF BE9I1tTN0 0111 • EASEMENT MHT • EASEMENT POC r POINT OF COIMENCMENT IP • IRoN PIPE STY STORY CB - GHOPO BEARING R • RAD" 4 • CBIfEiLJ* R/W - RKSNT OF WAY - DELTA X- -X • FENCE PL • PROPERTY LB�E C - CHOW RES - SPEYCE PC - POINT OF CURVE L - LENOHT BLDGDRJC CONC - CONCRETE P -PLAT IIID FRM - WOOD FRN£ MON • MONUMENT • NUMBER U1lL • UTLITY RD - ROAD ■ -FO CONIC M014 ®. FD REW ♦ Q • SET REBAR 12259 p .SET CONC MON ✓22SO TBM . TEMORY BENCH MhRK NV - NVERT MO- NATMAL GROUND FP - FINISH FN.00R SM • BENCH MARK [M. -EDWARD GORDON SURVEYING REGISTERED LAND SURVEYOR 022% PO Box rM SANFORD . FLORDA 32772 PHONE 324 5720 509 WEST It TH STREET SANFORD . FLORIDA Q NOTES: I N07 VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER 2 THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FMNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS OR U14RECORDED rn J NSASEMENTS OND MPAT ROVEMEENTS HAHIS V OUNDER GRUE BEEN LOCATED UNLESS OTHER WISE SHOWN 4 DIMENSIONS SHOWN FOR THE LOCATION OF IWPROVEME14TS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. 3 REARMS ARE BASED ON ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING 8 VERTICAL CONTROL (NATIONAL GEODETIC VERTICAL DATUM 1029) TrPE SURREY PLOT PLAN DA TE. 07119105 SCALE 1 = 30' JOB NO.: SIL EET.• OF THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE FLILINE INC. A civil engineering firm 1025 South Semoran Boulevard Suite 1093 Winter Park FL 32702 [4071619-7500 Fax [4071679-9188 Authorization Lettet. to use Aluminum Design Manual Master -Elle Authorizationfor.- Elorida Tool Enclosures, Inc. P.O. Bo.�521136 Longwood, FL 32752 Building Official, The above referenced contractor is here6y authorized to use ourAluminum Design 94anual as a master file to obtain all permits in your jurisdiction for the time period of October 1St, 2005 thru Septem6er 30, 2006. If this authorization is to 6e revoked prior to the ending date indicated we willnotifyyou in writing via mail or facsimile. Any indication of the alteration of this document will void the authorization. Gordon Yf. Shepardson's, the engineer of record, signature and raised seal is required on this letter to validate the authorization. 9hankyou for your cooperation. Signed Date: P 2 20 5 Gordon Yf Shepardson, P. E. 19333 REVISIONS SECTION 1.1.1 DOME SCREEN ENCLOSURES 02/15/05 ✓ Ono!) 70 RISER WALL WHERE / REQUIRED i (TYP.) G� 2 :-�r w AH � ' UPRIGHT Ix HEIGHT PER TAB = r SIDE ELEVATION K- BRACING (OPTIONAL}) . ROOF WIND BRACING SEE SECTION 122 SEE SECTION 1.2.3 PURUNS SCREEN K BRACING. SCREEN UPRIG UPRIGHT CHAIR RAIL7�11� HEIGHT PER TABLE 20' OR CABLE CONNECTION 1� x 2' BASE PLATE MAX PLACEMENT & NUMBER ISOMETRIC H SEE SECTION 121 1' x 2` BASE PLATE GRADE K - BRACING ( OPTIONAL ) SIE SECTION 12 2 _FRONT ELEVATION TYPICAL DOME ROOF c'�CR RAIL APPLIES (STANDARDS) 1) iDESIGN CONFORMS TO THE FLORIDA BUILDING CODE 2004 AS 7) NO OPEN AREA BETWEEN ALUMINUM SHALL EXCEED 56 S.F. AMENDED &THE FLORIDA BUILDING CODE RESIDENTIAL AS AMENDED & ASCE 7-98 FOR WIND LOAD ON THE ATTACHED TABLES. 2) ALL SCREEN ENCLOSURES GREATER THAN 20'-0' MAX HEIGHT OR GREATER THAN 40'4r PROJECTION FROM THE HOST STRUCTURE (REGARDLESS OF DIRECTION OF BEAM SPAN} OR WITH A BEAM SPAN GREATER THAN 40'-0', WILL REQUIRE SITE SPECIFIC SIGNED AND SEALED ENGINEERING PLANS AND SIGNED AND SEALED LAYOUT DRAWINGS. 3) STRUCTURAL DETAIL DRAWING SHALL RELATE TO 6063-T6, 6061 T5, OR 6061 T6 ALUMINUM EXTRUSIONS WITH AN ACTUAL- WALL THICKNESS OF NOT LESS THAN 0.040. 4)ALUMINUM SURFACES IN CONTACT WITH LIME -MORTAR, CONCRETE OR OTHER MASONRY MATERIALS, SHALL BE PROTECTED WITH ALKAU-RESISTANT COATINGS SUCH AS HEAVY -BODIED BITUMINOUS PAINT OR WATER - WHITE METHACRYLATE LACQUER. 5) ALUMINUM IN CONTACT WITH WOOD OR OTHER ABSORBING MATERIALS WHICH MAY BECOME REPEATEDLY WET SHALL BE PAINTED WITH TWO COATS OF ALUMINUM METAL AND MASONRY PAINT, OR HEAVY430DIED BITUMINOUS PAINT, OR THE WOOD OR ABSORBING MATERIAL SHALL BE PAINTED WITH TWO COATS OF ALUMINUM HOUSE PAINT AND THE JOINTS SEALED WITH HIGH QUAUTI' CAULKING COMPOUND. 6) ALL FASTENERS WILL BE 24' C- C MAX UNLESS OTHERWISE NOTED. SCREWS SHALL BE COATED WEATHER SEALED. 8) ALL SCREEN ENCLOSURE DOORS SHALL BE SELF LATCHING AND CLOSING AND MAY BE LOCATED INTO ANY SCREEN PANEL OPENING. 9) DISTANCE BETWEEN PURLINS SHALL NOT EXCEED 84 INCHES CENTER TO CENTER 10) ALL PURLINS AND CHAIR RAILS WILL BE ATTACHED WITH MIN. OF 3 SCREWS INTO SCREW BOSS EACH SIDE. SEE SECTION 12.3 FOR PURLIN AND CHAIR RAIL SCHEDULE. I } ENCLOSURE MUST BE GROUNDED AND BONDED IN ACCORDANCE WITH N.E.C. 12) NO UNAPPROVED APPENDICES OR ACCESSORIES MAYBE ATTACHED TO ANY ALUMINUM MEMBERS WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. 13)WHEN 6061-T5 OR 6061 T6 ALUMINUM ALLOY IS USED IN A STRUCTURE FOR UPRIGHTS, BEAMS, KNEE BRACES, WIND BRACES, AND K -BRACES, 6063-T6 ALUMINUM ALLOY MAY BE USED FOR PURLINS, CHAIR RAILS, TOP PLATES, AND BOTTOM PLATES. 14) THIS IS AN OPEN ALUMINUM FRAMED STRUCTURE WITH SCREEN (MAX MESH OF 20/20) ROOF AND WALLS. IT HAS AN IMPORTANCE FACTOR (Iw) OF 0.77. DESIGN LOADS ARE BASED ON TABLE 2002.4 OF 2004 FLORIDA BUILDING CODE FOR 0444 HEIGHT UP rPP, PLIES FLILINE INC. THIS PAGE CAN ONLY BE USED IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD. AUTHORIZED TO USE THE SUITE 1093 - MASTER FILE MANUAL OR IF WINTER PARK FL 32792 TEL. (407) 679-7500 y K t THE PAGE HAS AN ORIGINAL SIGNATURE AND SEAL FAX (407) 679-9188 G�RI�I,' EPS ���U E-MAIL FL-ORI� 19333 � REVISIONS SECTION 1.2.1 DETAILS SCREEN ENCLOSURES 02/15/05 CABLE BRACING CAN BE USED FRONT WALL -1/8- STAINLESS STEEL CABLE IN PLACE OF K—BRACING 2 CABLE FOR EVERY 200 SO. FT. CABLE CORNER PLATE 1 8' ALUM. TENSIONNGS NOTE: ALL WALLS OVER 15' HIGH MUST HAVE 1/2 OR W/ 8 10 TEKS EYEBOLT MORE OF THE CABLES AT THE TOP OF THE WALL_ ABOVE THE TOP CWUR RAIL MIN 2 ERNE PINS OR 2 — 11/4'_u 1/4' TAPCON TOP FASTENER 1 1/2" BELDW SIDE WALT --1/8" STAINLESS STEEL CABLE TW of CTE. NO CONC NO FASTENING TO PAVERS UP TO 200 SQ. FT. OF WALL: NO CABLE NEEDED OVER 200 SO. PI:: 1 CABLE PER EVERY 200 SO. FT. NOTE: ALL WALLS OVER 15' HIGH MUST HAVE 1/2 OR 2ND CABLE SET MORE OF THE CABLES AT 7HE TOP OF THE WALL 1ST CABLE SET ABOVE THE TOP CHNR RAIL.. TOP CMR PAL W04 N 717 PANEXCEED 56 .FS MD CABLE SET PANEL.HOMEOWNER MAINTENANCE R UTY: CABLE MUST REMAIN TIGER AT A1L TIMES. CABLE SHOULD SCREEN CABLE BRACING DIAGRAM BE TIGHTENED PERIODICALLY 7O REMOVE SLACK. 70 AVOID DAMAGE CONTACT A OUMFIED SERVICE COMPANY. CABLE SCHEDULE FOR SCREEN ENCLOSURE [APPLIES 4' NOMINAL 2,500 PSI WNCIVE 1= � 2.500 PSI CONCRETE CABLE ATTACHED TO 2'X2'X1/8' ANGLE WITH CABLE THIMBLE NICO PRES SLEEVES 3/4"X1/4' TAPCON TMCON, TO INSTALL IMNLMUM OF 1 1/2" FRXMt DOCK EDGE CABLE BRACE MOUNTED ON TOP OF CONCRETE DECK �14E +r' APPLIES r, t FULINE INC. THIS PAGE CAN ONLY BE USED 1025 S. SEMORAN BLVD. .. y'•. ~' IF THE CONTRACTOR IS f' AUTHORIZED TO USETHE SUITE 1093 MASTER FILE MANUAL OR IF WINTER PARK FL 32792 .' THE PAGE HAS AN ORIGINAL TEL (407) 679-7500 SIGNATURE AND SEAL FAX (407) 679-9188 nt ItsaIr4n E—MAIL P t: SECTION 1.2.2 I DETAILS I SCREEN ENCLOSURES •3"x4"x0.050" PLATE W/6 TOTAL 114 TEKS ON EXTERIOR BRACING CAN BE USED IN PLACE OF CABLE BRACING /-ROOF PURLM REVIS M 02/15/05 1 x3•xCL125 x3" Lc. K—BRACING CAN BE USED ANGLE W/3 114 TEKS ON INTERIOR IN PLACE OF CABLE BRACING '� WALL ,r COLUMN / 2 22• K -BRACE (TYP) 31/2' x r x 0A50 PLATE W/ 9 TOTAL #14 TEKS N-122" BASE PLATE 3"x4"x0.050' PLATE �Af/6_TDTAL = 14 TEKS B ERIOR ELB ATION 3-x4-xo.050• PLATE W/5 TOTAL #14 TEKS LAN VIEW PIL 1 22'x0.125"x7` LG. COLUMN / POST ANGLE W/ A TOTAL X14 TEKS INTO BRACE & POST 3, 1//2•xrxO.050' PL*TE W/9 'TOTAL 114 TEKS 3 1/2`x7•x0.050" 'PLATE PLAN VIEW W/9 TOTAL #14 TEKS K -BRACING DETAIL TOP FOOT OF 2 x2 x 1/8` ANGLE - ° qRM 1'x2' CIiANNEL NOTE.1•x2" CWWIQEL FOOT NOT USO E ALL FOR 2'x3'M SCREEN TYPES NOTE • NOTE: rs 2x2 ANGN..E• ONLY ON 2` X 2` X ,/I ' aNGI E IS ONLY - m LOAD BEARING WALL QED OiJ "ADS. WALLS,.,,.:. NOTE: ¢ 2'x UF!� OGNT .� TAPCON MUST GO INTO CONC. A MUM. OF LISE RAIL RAA PAVERS ON WILL EXTEND INTO DECK 1-1/47. TOP FOOT OF 2•x2` x 1/8" ANGLE FRONT FOOT OF 2"x2" x 1/8" ANGLE SEE ABOVE TABLE. FOR FASiT]�RS -� / 2-U SCREWS INTO APPLIES 48` MAX_- 11/4" TAPCON 2�Z1/OOT OF IIITTO DECK FRONT ELEVATION L DECK PLATE 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. NOTE: - FROM DECK MAX MIL. 3-2• SMS FOR FASIEW40 AT CHAIR RAIL. TO UPRIGHT SCREW BC •2• x 2" x1/8` ANGLE W/2 1 10 TEK SCREWS INTO WALL . TAPCON OR THUNDERBOLT 1-1/4• INTO CONC. DECK CONCRETE 0ECI `-1 `x2` ` ; , .PCI,EEN CFIANIIEL 1 SIDE POST CC�TI'0( =-APP FUUNE INC. 1025 S. SEMORAN BLVD=. SUITE 1093 WINTER PARK FL 32792 TEL (407) 679-7500 FAX (407) 679-9188 H oN PE E-MAIL tin P.t 1' - ►. A© ®Mugu r • 'i-« ©A©come r r.■■��� 48` MAX_- 11/4" TAPCON 2�Z1/OOT OF IIITTO DECK FRONT ELEVATION L DECK PLATE 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. NOTE: - FROM DECK MAX MIL. 3-2• SMS FOR FASIEW40 AT CHAIR RAIL. TO UPRIGHT SCREW BC •2• x 2" x1/8` ANGLE W/2 1 10 TEK SCREWS INTO WALL . TAPCON OR THUNDERBOLT 1-1/4• INTO CONC. DECK CONCRETE 0ECI `-1 `x2` ` ; , .PCI,EEN CFIANIIEL 1 SIDE POST CC�TI'0( =-APP FUUNE INC. 1025 S. SEMORAN BLVD=. SUITE 1093 WINTER PARK FL 32792 TEL (407) 679-7500 FAX (407) 679-9188 H oN PE E-MAIL tin P.t 1' - SECTION 1.2.3 1 DETAILS BEAM OVERLAP I OR GUSSET PLATE FOR CONNECTOR SCHEDULE SEE SECTION 12.4 I w 1'-2`x .040` STRAP AT EACH UPRIGHT do MIDWAY BETWEEN UPRIGHTS. W/1 III 10 TEK AT EACH END — ReWls011s SCREEN ENCLOSURES 02/15/05 4• MAX. 2` ij CHANNEL W/ 6 If 10 TEKS ROOF BEAM 2x4 5.6,7.8.9 10. • ° ° ° 3-# 1073( I 4• WAX12` — H CHANNL ° 4• W/ 6 # 10 TEKS e e •• I 4'.MAX. e UPRIGHT 2' sMs o 2• o. - � 2`x2` ANGLE KNEE BRACE D ETAI L W/6 #10 TEKS H SIM- 55OR Ir SUPER GUTTER STRUCTURAL GUTTER & KNEE BRACE DETAIL TYP.CORNER NOTE: WIND BRACING SHALL NOT BE .REQUIRED WHERE BEAMS AND PURLINS ARE LATERALLY'SUPPORTED BY CONNECTION TO HOST STRUCTURE NOTE: MIND BRACING ATTACHMENT TO BE WITH GUSSET PLATE. H CHANNEL ORVIN RECEIG CHANNEL. N O TOE NAIUNG IS ALLOWED PLAN VIEW ROOF WIND BRA, PURUN & CHAIR RAIL SONG GIZI ROOF PURUN ..WIND BRACE AUTHORIZED TO USE THE WALL CHAIR UPRIGHT RAIL � 7 2x2 2z2 - OR U. 22x22x3 FAX (407) 679-9188 _ 2x3 2x3 2X9 2x3 2x3 2x9 2,3 2x10 2x4 2x4 2x10 2x4 N THIS PAGE CAN ONLY BE USED FLIUNE INC. IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD. AUTHORIZED TO USE THE SUITE 1093 MASTER FlLE MANUAL OR IF WINTER PARK FL 32792 TEL (407) 679-7500 PAGE HAS AN ORIGINAL - SIGNATURE AND SEAL FAX (407) 679-9188 _ E-MAIL APPLIES SECTION 1.2.4 DETAILS SCREEN ENCLOSURES BEAMS o NOT SCREW PATTERN -1" CLEARANCE ON ALL 4 SIDES #10 TEK SCREWS EACH SIDE OF BEAM X— NO CONNECTION ALLOWED OF THE GUSSET PLATE OR BEAM OVERLAP. SCREWS ARE TO BE EQUALLY SPACED FROM TOP TO BOTTOM AND SIDE-TO-SIDE. SCREWS MUST BE WEATHER SEALED. NOTE: GUSSET PLATE THICKNESS WILL BE EQUAL TO OR LARGER THAN REMSKM 02/15/05 2x4 8 10 1 14 X X I X SECTION MODULUS, O 2x5 1 10 14 16 16 X X 2x5 2X6 1 14 16 16 18 18 X 2 2x7 1416 16 18 18 20 X o: IL 2x8 16 16 18 18 2022 22 a 2x9 16 18 18 20 22 22 24 0.092 0.389 2x10 18 18 20 22 22 24 24 #10 TEK SCREWS EACH SIDE OF BEAM X— NO CONNECTION ALLOWED OF THE GUSSET PLATE OR BEAM OVERLAP. SCREWS ARE TO BE EQUALLY SPACED FROM TOP TO BOTTOM AND SIDE-TO-SIDE. SCREWS MUST BE WEATHER SEALED. NOTE: GUSSET PLATE THICKNESS WILL BE EQUAL TO OR LARGER THAN REMSKM 02/15/05 LARGEST BEAM OR UPRIGHT USED. #14 TEK SCREWS EACH SIDE OF BEAM X— NO CONNECTION ALLOWED HOMEOWNER MAINTENANCE RESPONSIBILITY: FASTENERS SHOULD BE CHECKED PERIODICALLY FOR DETERIORATION. IF DETERIORATION IS DETECTED CONTACT A QUALIFIED SERVICE COMPANY. BEAM OVERLAP OR GUSSET PLATE CONNECTION ALUMINUM 2x4 4 4 6 8 X X X SECTION MODULUS, O 2x4 4 4 8 8 0 X X 2x5 2x6 6 8 8 10 12 12 X to 2x7 8 8 10 12 12 14 X 2.375 0.072 0.224 4.080- .080 -2x9 a 2x8 8 10 12 12 14 14 14 0.092 0.389 2x9 10 1212 14 14 16 16 2x10 10 12 14 14 14 16 18 LARGEST BEAM OR UPRIGHT USED. #14 TEK SCREWS EACH SIDE OF BEAM X— NO CONNECTION ALLOWED HOMEOWNER MAINTENANCE RESPONSIBILITY: FASTENERS SHOULD BE CHECKED PERIODICALLY FOR DETERIORATION. IF DETERIORATION IS DETECTED CONTACT A QUALIFIED SERVICE COMPANY. BEAM OVERLAP OR GUSSET PLATE CONNECTION ALUMINUM PHYSICAL PROPERTIES 2x." TWALL TWEB SECTION MODULUS, O 2x4 0.046 0.100 ' 0.935 2x5 0.050 0.116 1.380 0.050-0.120 •1.920 2z7 0.055 0.220 2.375 0.072 0.224 4.080- .080 -2x9 2x9 0.082 0.3065.910 2x 10 0.092 0.389 8.531 HOLLOW BEAM TABLE 2.00` . —TWALL ` H _ N I TWEB SNAP EXTRUSION TWALL M. SELF MATING BEAM APPLIES ALUMINUM PHYSICAL PROPERTIES t= " PPLIES THIS PAGE CAN ONLY BE USED FLILINE INC. IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD. - C. AUTHORIZED TO USE THE SUITE 1093 MASTER FILE MANUAL OR IF MINTER PARK FL 32792 = THE PAGE HAS AN ORIGINAL TEL (407) 679-7500 SIGNATURE AND SEAL FAX (407) 679-9188 E—MAIL R l� REVISIONS SECTION 1.2.5 1 DETAILS SCREEN ENCLOSURES 02/15/05 1/4"x2' LAG SCREWS ® 24" O.C. MAX. 3/4"x3/4" ALUMINUM FERRULE 3/8"x8' LAG SCREW.TYP. 1 EACH SIDE OF BEAM SCREEN ROOF BEAM 27x274.125' ANGLE W/ 4#10 TEKS. EACH SIDE OF BEAM \-- OPTIONAL 1"x2 - FOR "x2"FOR GUTTER WITH ANGLE SPLINE GROOVE SHIM BOX BEAM (FLAT OR ANGLED) PURUN WITH TAPCON OR 10- 3" SCREW 24" O.C. WITH i TAPCON'OR #10- 3" SCREW THRU 2-x 2" ANGLE INTO WALL. ON EACH SIDE OF BEAM EXISTING MASONRY WALL OR STUCCO� WALL WITH LAG BOLT - OR TAPCON ATTACHING TO WALL OR STUD SEE CONNECTION IN SECTION .126 2"X2 -x0.125" ANGLE A EACH SIDE OF BEAM W/ 2-2"x 1 /4' THRU- BOLTS_ BOX BEAM (FLAT OR ANGLED) EXISTING ANGLED OR PLUMB 1x OR 2x FASCIA-%. 1-1/4-x2 " LAG. 2X2"x0.125` EACH Sib OF BFJAM 24" O.C. ALONG 1'x2" 2-2-x1 /4" THRU-1 SCREEN CHANNEL: SIDE OF BEAM W/ THIS PAGE CAN ONLY BE USED FUUNE INC. I~ f IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD. AUTHORIZED TO USE THE SUITE 1093 MASTER FILE MANUAL OR IF WINTER PARK FL 32792 THE PAGE HAS AN ORIGINAL TEL (407) 679-7500 SIGNATURE AND SEAL FAX (407) 679-9188 cq E-MAIL aF APPLIES ..J 1/4 "x2" LAO SCREWS 3/4"x3/4_' 1 4"x2" LAC SCREWS 3/4•x3/4- 0 24" O.C. MAX. iAuLUMINUM FERRULE 24" ,O.'CN MAX. ALUMINUM FERRULE 3/8"x8" LAG SCREW.TYP. 3/8`x8` LAG SCREW.TYP. 1 EACH SIDE OF BEAM 1 EACH SIDE OF BEAM \ ROOF bSCREEN ROOF BEAM BEAM 2"x2"x0.125" ANGLE W/ 2"x2"x0.125" ANGLE W/ 4#10 ' • 410�� S. EACH SIDE " TEKS. EACH SIDE OF BEAM ANGLE SPACER ANGLE Stem OPTIONAL 1'x2` SHBA OPTIONAL 1 "x2' FOR GUTTER WITH FOR GUTTER WITH SPLINE GROOVE SPLINE GROOVE 1/4"x2' LAG SCREWS ® 24" O.C. MAX. 3/4"x3/4" ALUMINUM FERRULE 3/8"x8' LAG SCREW.TYP. 1 EACH SIDE OF BEAM SCREEN ROOF BEAM 27x274.125' ANGLE W/ 4#10 TEKS. EACH SIDE OF BEAM \-- OPTIONAL 1"x2 - FOR "x2"FOR GUTTER WITH ANGLE SPLINE GROOVE SHIM BOX BEAM (FLAT OR ANGLED) PURUN WITH TAPCON OR 10- 3" SCREW 24" O.C. WITH i TAPCON'OR #10- 3" SCREW THRU 2-x 2" ANGLE INTO WALL. ON EACH SIDE OF BEAM EXISTING MASONRY WALL OR STUCCO� WALL WITH LAG BOLT - OR TAPCON ATTACHING TO WALL OR STUD SEE CONNECTION IN SECTION .126 2"X2 -x0.125" ANGLE A EACH SIDE OF BEAM W/ 2-2"x 1 /4' THRU- BOLTS_ BOX BEAM (FLAT OR ANGLED) EXISTING ANGLED OR PLUMB 1x OR 2x FASCIA-%. 1-1/4-x2 " LAG. 2X2"x0.125` EACH Sib OF BFJAM 24" O.C. ALONG 1'x2" 2-2-x1 /4" THRU-1 SCREEN CHANNEL: SIDE OF BEAM W/ THIS PAGE CAN ONLY BE USED FUUNE INC. I~ f IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD. AUTHORIZED TO USE THE SUITE 1093 MASTER FILE MANUAL OR IF WINTER PARK FL 32792 THE PAGE HAS AN ORIGINAL TEL (407) 679-7500 SIGNATURE AND SEAL FAX (407) 679-9188 cq E-MAIL aF APPLIES ..J SECTION 7,2.6 I DETAILS I SCREEN ENCLOSURES PURUN CONNECTION TO HOST STRUCTURE TO BE MAXIMUM OF 16" FROM BEAM AND EACH 16" THEREAFTER BEAM SIZE VARIES 0 (SEE BEAM TABLES) 0 0 O USE 2"'X 2 X.0.125' SUPPORT ANGLE (EACH SIDE) . _ REVISIONS 02,/15/0.5 SEE PURUN SCHEDULE - SECTION 1.2.3 1 SCRnY PER VERTICAL WW (SEE TABLE) .i BEAM CONNECTION BEAM TO PURUN USE 2"-f10 SMS (SEE TABLE) BEAM TO PURUN USE 2"-J10 SMS INTO WOODFRAME (SEE TABLE) STRUCTURE USE 4"-#10 SMS INTO CONCRETE ISTRUCTURE, USE 3 1/2" TAPCON PURLIN CONNECTIONS INTO_WOODFRAME STRUCTURE USE 0 2"-110 SMS INTO CONCRETE STRUCTURE USE 1 1/2 TAPCON ANGLE CONNECTION CONNECTION OF BEAM DIRECTLY TO HOST STRUCT_URE;,`, .APPLIES THIS PAGE CAN ONLY BE USEDFFLIUNEINC. ED a.`itj5 IF THE CONTRACTOR IS 5 S. SEMORAN BLVD.AUTHORIZED TO USE THE TE 1093 MASTER FILE MANUAL OR IF TER PARK FL 32792 THE PAGE HAS AN ORIGINAL (4 07) 679-7500 SIGNATURE AND SEAL FAX (407) 679-9188 H P E-MAIL P.E�: REVISIONS SECTION 1.2.7 DETAILS SCREEN ENCLOSURES W15/05 SPLICE PLATE SHALL BE MIN. 24 INCHES LONG, 1 INCH LESS HEIGHT THAN THE BEAM THE SAME MINIMUM 12-1 10 TEK SCREWS ON EACH SIDE OF THICKNESS AS THE SPLICE BEAM. AND LOCATED NO THE CUT EVENLY SPACED WITH 1 INCH CLEARANCE GREATER THAN 1/3 THE BEAM LENGTH FROM THE END AT THE CUT AND ALL SIDES OF THE INTERNAL SPLICE AND LOCATED ON OPPOSITE ENDS OF THE MATED BEAM PLATE. 24' MIN. Typ -4 1' 1/z �iYpt • ,.,.o_ • o o • LL 1/2' 1.0TYP. TYP TYP I,• � 12" MIN. 12' MIN. SPLICE FOR BEAM SHALL BE ON OPPOSITE ENDS OF THE MATED BEAM. BEAM SPLICE APPLIES FOR GUSSET CONNECTION SEE SECTION 1.2.4 1'-2"x .040' STRAP AT EACH UPRIGHT & MIDWAY BETWEEN UPRIGHTS. W/1 10 TEK KNEE BRACE KNEE BRAKE AT EACH END. SEE KNEE BRACE DETAILS SECTION 123 HOST SPAW STRUCTURE SPAN DETAIL DOME FLAT OR Q SPLICE GABLE F-APPI JESr FLILJNE INC. '. THIS PAGE CAN ONLY BE USED 1025 S. SEMORA4N BLVD. FE . `�` 05 IF THE CONTRACTOR IS SUITE 1093 AUTHORIZED TO USE THE WINTER PARK FL 32792 MASTER FILE MANUAL OR IF THE PAGE HAS AN ORIGINAL TEL (407) 679-7500 SIGNATURE AND SEAL FAX (407) 679-9188. P g E—MAIL A. 1. ✓�/_� . REVISIONS SECTION 1.2.10 DETAILS TESCREEN ENCLOSURES oz/,S/Os (NOM. 4') 1' MIN. GRADE TYP' 8 NO FOOTER LEVEL TERRAIN B. ❑ i 1 5 BAR CONT. FOOTER 2 If 5 BAR W! SLOPE BETWEEN CONT. 1 IN 6' TO 1' IN 3' ROWN FOOTER-WHERE FOOTER IS NOT CONNECTED TO DECK: ❑ FOOTER MEN SLOPE 1' IN 3' OR STEEPER USE 8 XS` CONCRETE RIBBON FOOIiER W/ 15 Ram l' WHEN DECK EXTENDS CONTINUOUS TO SUPPORT UP TO 2' X G' UPRIGHT 33' OR MORE P6RPENr»C" TO THE SUPPORTING STRUCTURE. ❑ USE 8 z 12' CONCRETE RIBBON FOOTER W/ 2 # 5 REBARS CONTINUOUS TO SUPPORT UPRIGHTS LARGER THAN Y x 6' 1) FOOTER SMI BEAR ON ROCK CLEAN SAND. OR STRUCTURALLY SOUND SOIL (>1500 PSI.) THAT SHALL BE COMPACTED TO PROVIDE OPTIMUM BEMMG CAPACITY TO PREVENT SETTLING. 2) CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 2.500 PSI W/ FIBER MESH OR 6x6-1000 W W MESH. #3 BARS IS EQUIVALENT TO 1 #5 BARS. TYPICAL SCREEN DECK FOOTER DETAIL APPLIES VERS tI OULD BE INRF=STALIID AFTER COMPUMON OF SCN ENCLOSURE ALTERNATE 1 � s NOTE• SEE TYPICAL SCREEN DECK FOOTER DETAIL FOR FOOTER DETAILS AND SIZING. ALTERNATE -2 RIBBON FOOTERS FOR BRICK PAVERS %'i,''�`�. I'APPOES THIS PAGE CAN ONLY BE USED FUUNE INC. IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD.- AUTHORIZED TO USE THE MASTER SUITE 1093 ;•,�jj�'' ;� WINTER PARK FL 32792 Ott_ FILE MANUAL OR IF TEL (407) 679-7500 THE PAGE HAS AN ORIGINAL 407 c - ' SIGNATURE AND SEAL FAX ( ) 679-9188F. pfE= E—MAIL P.E , REVISIONS 02/15/05 j SECTION 1.2.11 DETAILS SCREEN ENCLOSURES i i 3'X3' ALUMINUM C=44N 3 X 14 TEK SCREWS 3'X3" ALLUNUM COLUMN 3 #14 TEK SCREWS ON EACH SIDE ON EACH SIDE-N,",2'X2'Xt/8" 2'X2'X1/8" ANGLE ® 3" ANGLE ® 3' i 2' j . 2 TAPCON EACH SIDE WSEDDED 1 1/2- 2! INTO F007ER2.112,x. 2 TAPOONN EACH SIDE FOOTER WITH 2.500 EMBEDDED 1 1/2- 2- PSI CONCRETE INTO FOOTER ISOLATED FOOTER FOR SOLID ROOF POSTS I j APPLIES SCREEN ENCLOSURE WITH KNEEWALL MAXIMUM UPRIGHT SIZE = 2'X6' CENTERED ON WALLSEE TYPICAL DECK PLATT& POST CONNECTION - SECTION 1.2.2 13 BAR CONTINUOUS SET IN BOND BEAM BLOCK - ALL CELLS AND f3 BAR AT 4' O.C. BOND BEAM BLOCK AND AT CHANGE FILLED WITH 2,500 IN DtRECTION PSI CONCRETE N IN 8'X8"X16" CMU CONCRETE DECK xxxxx�l IN AREA OF KNEEWALL, N CABLE BRACING WILL ATTACH TO FOOTER 2 f#5 BARS E---,s--� CONTINUOUSt APPLIES FLIUNE INC. THIS PAGE CAN ONLY BE USED 1025 SSEMORAN BF' IF THE CONTRACTOR IS . LVD. SUITE 1093 i AUTHORIZED TO USE THE WINTER PARK FL 32792 MASTER FILE MANUAL OR IF (407) 679-7500 THE PAGE HAS AN ORIGINAL TEL SIGNATURE AND SEAL. FAX (407) 679-9188 P.E. E-MAIL �:€ SECTION SPAN SCREEN ENCLOSURES 6063-T6 ALLOY 1.3.2.120 B TABLES 6061-T5 ALLOY 6061-T6 ALLOY 120MPH EXPOSURE B ALUMINUM ALLOY : 6063-T6, 6061 J6, & 6061-T6 WIND ZONE: 120MPH EXPOSURE B ALL ROOF STYLES SPANS FOR ROOF BEAMS FOR SCREEN ROOF/POOL ENCLOSURES JMAX SPANS FOR WALL UPRIGHTS FOR SCREEN ROOF/POOL UP TO 150 MPH WIND LOAD ENCLOSURES WIND SPEEDS PRESSURE 10 PSF - -- - -- - -nrww urrutsn I rttttttrs Interpolation between spans is permitted. Interpolation between spans pans is permitted. 2 X 4 - 0 KNEES 16'0 14'10 14'0 13'3 12'9 121 12X4-0 KNEES 14'4 13'4 12'6 I 11'11 0'10 10'2 2 X 4 -1 KNEE 20'0 18'10 18'0 1r3 169 16'3 2X4-1 KNEE 18'4 1rA !6'6 15'114'10 10'2 2 X 4 - 2 KNEES 24'0 22'10 22'0 21'3 20'9 20'3 X 5 - 0 KNEES 196 187 1r2 161 157 150 2X5-0 KNEES 17"8 16'4 15'5 14'0 131 127 2X5-1 KNEE 23'6 22'2 217 2011 1 197 19'0 2X5-1 KNE€ 21'8 20'4 19'5 18'0 17`4 167 X 5.2 KNEES 276 26'2 25'2 24'3 237 23'0 X 6 - 0 KNEES 23'Z 21'6 20'4 19'4 18'2 170 2 X 6 - 0 KNEES 20'11 19'5 6 1616 15'5 14°6 2 X 6 -1 KNEE 2r2 25'6 24'4 23'4 22'2 - 21'0 2 X 6 -1 KNEE ' 24'11 23'5 21'6 20'6 19'6 186 X 6 - 2 KNEES 317 296 28'4 2r4 26'2 26V X 7 - 0 KNEES 26'2 24'4 22'9 21'9 20-0-4.19-1 2X 7 - 0 KNEES -5237 21'6 20'0 18 1r5 167 2X7-1 KNEE 30'2 28'4 24'0 23'1 2 X7 -1 KNEE 277 25'6 24'0 22'5 21'5 207 X 7 - 2 KNEES 34'z 32' 30'9 299 28V 27'1 2 X 8- O KNEES 32'6 30'4 287 2r2 2510 24'3 2 X 8- 0 KNEES 29'7 276 254 23'10 22'4 21'3 2 X 8 =1 KNEE 36'6 34'4 327 31'2 29'10 28'3 2 X 8 -1 KNEE 337 31'6 29'4 27'10 26'4 25'3 X 8.2 KNEES 40'6 38'4 367 352 33'10 32'3 2 X 8 - 0 KNEES 35'9 334 31'5 29'11 28'1 261 2 X 9.0 KNEES 310 30'2 297 25'8 24'0 2210 X 9 -1 KNEE 39'9 3r4 35'5 33'11 32'1 30'6 12 X 9 -1 KNEE 35'0 347 337 29'8 28'0 2640 X 9.2 KNEES 439 414 391 37'11 36'1 3416 —10 ix- 0 KNEES 44'4 41'4 394 37'3 958 34'4 2 X 10 - 0 KNEES3r5 36'1 34'0 32'3 30'8 297, 2X 10 -1 KNEE 48'4 454 43'1 41'3 39'8 38'4 X 10 -1 KNEE 411 40'1 38'0 36'3 34'8 337 2 X 10 - 2 KNEES 52'4 49'4 4r1 45'3 A 431 42'4 I between s ns is permitted. ation between is NOTE 1: Root spans using knee braces are figured for knee braces NOTE 3: Spans and heights using knee braces are used only for of 41t on the horkontal. The difference In the knee brace length of dome, flat, and no splice roof less than or greater than Oft on the hOrkontai wig be deducted from gable NOTE 4: When using spans or heights in bold bordered areas - site r added to the the s specific sealed engineering and layout drawings are required when NOTE 2: Waif spans using knee braces are figured for knee braces Of 4!t on the vertical. The difference to the knee brace length of enclosure is 401t or greater in distance frau suit less than or than 4ft the (regardless of which direction beams b& greater on vertical will be deducted from height Is 20ft or greater. '� c or added to the s n. THIS PAGE CAN ONLY BE USED BY A` FLILINE INC. CONTRACTOR THAT IS APPROVED TO USE THE 1o2s S. UITTE010�9 BLVD MASTERFILE MANUAL OR THE PAGE HAS AN ORIGINAL SIGNATURE AND SEAL.- WINTER PARK FL 3279 TEL (407) 679-7500 `.. FAX(407)67'9-9i88 C! tf Pi. `660afdson, P.E. k'P.E-.12333 r N CIO m L I N d' 0 Z cz 0 U Y E C HAM P 0 q,4 GN,E POOL S- HafF1-j1j-N 1 b YL./, w LD£ fxZ, t h MAPI-IF WooD DRIVE $ANFoR p 37-771 F -Li LinlE ENG. I0 /6/OS V^ J N �J �%O" bpi. 80„ �2rc2) KN�� BRRGEs .J E 3! �i _Pr;R�1 of CZ x Z- I I 1 i V^ J N �J �%O" bpi. 80„ �2rc2) KN�� BRRGEs .J