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HomeMy WebLinkAbout322 Borada Rd (4)CiTY OF SANFORD PERMIT APPLICATION Permit #: i 1 - f Date: Job Address: / O 2 4Ld.4 /1 /vfol F .? 2 %7 Description of Work: Se? re,0 en,C Historic District: Zoning: Value of Work: $ YG Sy o Permit Type: Building _ K Electrical Electrical: New Service - # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/ New Residential: # of ater Closets Occupancy Type: Residential Commercial Construction Type: # of Stories: Mechanical Plumbing Fire Sprinkler/Alarm Pool Addition/ Alteration Change of Service Temporary Pole Replacement New (Duct Layout & Energy Ca1c. Required) of Water & Sewer Lines # of Gas Lines Plumbing Repair - Residential or Commercial Industrial Total Square Footage: S%O o of Dwelling Units: Flood Zone: (FEMA form required for other than X) Pared #- lG ^ "Zd — 30 — 6-P< —Oena o Owoers Name & Address: 2a< 2 f C 6 AWs Ft 3?P23 Contractor Name & Address: C 2 -CC A 110S 4Aod Phone & Fa:: Vo,>-f/a7-s77' Bonding Company: Attach Proof of Ownership & Legal Description) c/t rtciLl• /?(i . .SrrvF n r! Phone: Address: (( 11 Mortgage Leader: WI Address: Architect/ Engineer: • Phoney' r Address: Fai: NV Application is hereby made to obtain a permit to do the work and installatio as ' i certify that no work orinstallation has commenced prior W the issuance of a pemut and that all work will be performed to meet standards of all laws regulating constriction 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 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 additional permits required from other governmental entities such as wafer management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the SEE Signature of Owner/Agent Date Print Owner/ Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg 7 t i Zoning: Initial & Date) Special Conditions: firemen of Flori i h Law, FS 713. Contractor/Agent Date r7t Rc G Contractor/A ' is Name /1 S P& Wl p,4f NftWiLf VE bate W COMM1691ON # DD 164280 s, EXPIRES: November 12, 2006 g 7hru B \ Prod/' ID"' t eD3S 3)?& M3V initial & Date) Utilities: FIX Initial & Date) ( Wtial & Date) ill CITY OF SANFORD PERMIT APPLICATION Permit # : Date: Job Address: Description of Work: Se42e37J G9,J C -0.5 w1Z,1F' Re k X I Historic District: Zoning: Value of Work: S . G S oo 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 Parcel #: /61 -..?4 - .3O - S"Cl? - 0060 - //g O (Attach Proof of Ownership & Legal Description) Owners Name & Address: / A -r //Cr*-P ebS .3 %z ,:;L (?O 2i i9 AA • SA-NSaP-b i 77 3 Phone: Contractor Name & Address: 1 7G5 94 O t Phone & Fax: Bonding Company: Address: fF( 3Z7(pr 9 77&6e, C) State License Number: SCC O r&7G(; i3 S j' Contact Person: Phone: 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 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 sepa 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 r construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR I TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR Ar 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 re this county, and there may be additional permits required from other governmental entities such as watkmanagen istricts, state agencies, or federal Acceptance of permitis verification that I will notify the o er of the property of the requirem , FS 13.. Signature of Owner/Agent - Date S ofgent Date Y AC4f?Q4DS A 141to en SGio Print Owner/Agent's Name Print ntraeto is Name Signature 61'Notary-Stye of of Florida tlA' KWE GIBSON Ny CommEsp. 7121/05 Owner/Agent is K Personally Kno to qLOERS ONContracon ffib ii to lvProduced IDo*r rnoos Pf 1an.Ia. pI; Fbrlds Notary Assn•• Mac Doe APPLICATION APPROVED BY: Bldg: s""""'~ Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) (Initial & D. Special Conditions: POWER OF ATTORNEY DATE: 1 HF.ARRY ANn APPOINT 7; 0fL1 OF K C SCREEN, INC.jTO BE MY LAWFUL ATTORNEY 1N FACT APPLY TO THE -I & GF SAA/Fci/LCf BUILDING DEPARTMENT FOR WORK TO B PERFORMED AT A LOCATION DESCRIBED AS: SUCTION / 0 TOWN SIIIIP, 1 °/?GRANGL S0 LOT//45 BLOCK_ SUBDIVISION/ C/ v A r` L * z 3.2,- 2- SAJF H ADDRESS OF JOB) OWNER OF PROPERTY &. ADDRESS) AND TO SIGN MY NAME AND DO ALL THINGS NECESSARY TO THIS APPOINTMENT. K C SCREEN, INC. 1705 EVANS STREET OVIEDO, FL 32765 THE FORGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS J l 61 / G, / BY: CARL ANDERSON WHO IS PERSONALLY KNOWN TO ME/ WHO PRODUCED' AS IDENTIFICATION AND W11O DID NOT TAKE OATI I STATE OF FLORIDA COUNTY OF MY COMMISSION EXPIRES: SEAL: NOTARY) KARIE GIBSON My Comm Exp. 7121/05 No. DD 041399 I 1 Pow. y Known 1 100w I.D. Seminole County Property Appraiser Get InfoMation by Parcel Number Page 1 of 1 PARCEL DETAIL P ' 4 _-1 Back t Seminuly C'ount Pi+nFcrr v viflr,', r rc ,• RD t c n't re s l lnl K, kint Si. rtifard I-l. 3277I 40^ L 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 10-20-30-5FR-0000-1190 Tax District: S1-SANFORD Number of Buildings: 1 RICHARDS ARTHUR J & 00- Owner: Exemptions: Depreciated Bldg Value: $67,946 PATRICIA A HOMESTEAD Depreciated EXFT Value: $0 Address: 322 BORADA RD Land Value (Market): $17,800 City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 322 BORADA RD SANFORD 32773 Just/Market Value: $85,646 Subdivision Name: HIDDEN LAKE PH 2 UNIT 2 Assessed Value (SOH): $63,404 Dor: 01-SINGLE FAMILY Exempt Value:" $25,000 Taxable Value: $38,404 2004 VALUE SUMMARY SALES Tax Value(without SOH): $1,251 Deed Date Book Page Amount Vac/Imp 2004 Tax Bill Amount: $763 WARRANTY DEED 11/1990 02240 1862 $60,500 Improved Save Our Homes (SOH) Savings: $488 WARRANTY DEED 12/1981 01370 0869 $42,400 Improved 2004 Taxable Value: $37,222 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LEG LOT 119 HIDDEN LAKE PH 2 UNIT 2 PB 25 LOT 0 0 1.000 17,800.00 $17,800 PGS 62 & 63 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 1981 6 1,092 1,504 1,092 CONC BLOCK $67,846 $74,968 Appendage I Sqft GARAGE FINISHED / 312 Appendage / Sgft OPEN PORCH FINISHED / 100 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. Ifyou recently purchased a homesteaded property your next ear's property tax will be based on JustlMarket value. http:// www. scpafl . org/pl s/web/Fe_web. semino] e_county_titi e?parcel=1020305FR000011... 11 /10/2004 e Permit Number Parcel Identification Number• 0 ZO • 30 (''2 04l)o t4go Prepared by: jGr/ w t6,4-1q Return to: AQUATIC INNOVATIONS, INC. 3206 E. COLONIAL DRIVE, SUITE A ORLANDO, FL 32803 MARYANNE MORSE,. CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05640 PG 1296 CLERK'S # 2005039167 RECORDED 03/08/2005 03:47:21 PM RECORDING FEES 10.00 RECORDED BY t holden CERTIFIED COPY- Wi6ANNE MORSE. CI RK RFCIRCUIT COURT SEP pLE GOUrj\TY, jFLORIDA BY NOTICE OF COMMENCEMENT tP a State of MAK County of The undersigned hereby gives notice that improvement(s) will be madd'to certain real property, and in accordance with Chapter713, Florida Statutes, the following information is provided in, this Notice of Commencement., 1. Description of property (legal description of the property, and street address if available) 2. General description of improvement(s) 3. Owner information Name 14f' c ®S Telephone Number /t " 33 S'9 Address 43o.A r 't Fax Number 4. Fee Simple Title Holder (if other than :owner shown above) Name Telephone Number Addresg Fax Number CLERK Contractor Name fi C`e2 Telephone Numbers>- Address Fax Number 07= `i?i - r3 6. Surety (if any) Name Telephone Number Address Fax Number Amount of bond 7. Lender (if any) Name Telephone. Number E Address Fax Number 8. Persons within the State of Florida designated by Owner upon whore notices or other documents may be served'as provided by §713.13(1)(a)7., Florida Statulp%— . Name Telephone Number Address Fax Number 9. In addition to himself, Owner designates the following to receive a :;opy of the Lienor's Notice as provided in §713.13(1)(b), Florida Statutes. Name.•. ' Telephone.: Number Address= Fax Number. 10. Expiration date of notice of commencement the expiration date is one year from the date of recording unless a different date is specified): 011/ Date Signed Signature of Owner Sworn to and subscribed before, me this y day of '-'- 9by who is ersonally known to me OR oroduced as identification. HUSH WIGMORE ' P M0R0ry Public, State E.?i "orid3 Signature of No ary (nctaria seal to appear below) Icy comm. exp: Form Revised:9/96 Comm. No. oiJ i,. . FLURE IN.C. I A dvu enulnoorinp firm- 1025 Sou-th Semoran Boulevard Suite 1093 Winter Park FL 32792 U7] 678-7500 Fax (4-071678-8188 Authorization Letter to use AlumilmIn Deslt,n Manual Master -file Authorization for. W.C'Screeri Inc. 1705 Evans St. Oviedo TL 32765 r Cr r, 1%%F PUNS REVIEWED, Buizing official OFTI L 011r,"YCITY OF $ r' MFOR u The above referenced contractor is fiereby authorized to use our,4(uminum Design Manual as a master- (e to obtain affperrnits in your jurnsdution for the time period of 9rfay Is', 2004 thru %ay 31s', 2005. If this authorization is to be revokedprior to the ending date indicated Me Miffnotify youin writing via certifiedmad Any indication of the alteration of this document Mitfvoid the authorization. Gordon 7f. Shepardon's, the engineer of record, signature aadracedsea(is requiredon this fetter to vaCufate the authorization. rlTiarikyou for your cooperation. Stgrre Date, Gordi L. I U. FLILEN'L IN' A civil onploohno 111NI 1025 South SOMOPan BOulovard Suite 1093 Winter Park FL 32792 4071679-7500 fax [4071679-9188 Im cq'f I c ( 'I - , , \ , I, li ! , ! : 1 1 1 ! , , I , A I , 1 11 i I Ic( .1 j) pI tit o)(A I I!, I)cmll shccl, :III(; I.ihIc" :; C Hit: 11 Icd Ippropilitc dc(,1111 lilt.' lilt Icx -d)ccl Ji'luld hcm1:1c hcd \vlth mit cill"Inculm,, p3gcs (lilt llccd it, 11c mj;IkII(.-d IC ICI thII, III mid dulail sh C c 11, pages for issuall(c (it' A sigil, bC Used in comul,01()" t)LIr C11 rjjj 'CrIllil (REFE NCE: tables cannOt 0 I CONTRACTOR: Compan, Name: KC Screen Inc. Owner NarT-,. Address: Address: 1705 Evans St 2 Ovicdo FL 32-107)` Legal DCSCrIj)"()" Phone number :107-977 -9036 i 4,—mbu ID NIIIIII)ct t Or„C, cc, t,( .. Srd scrccll rcenclosurecnsuCIO enclosure 2— 121 LI 1.21 12 1 25 12-) 7 2 —6 1 2 S I 2-1 126 1 24 1"2bIcs/&06i-T5 NIA i 40mph/ I Y) .. ph/ 1 1, I IINCS/6063 120 .. ph/I 1 I I 140i,yh/ Tablrs/061 -T5 1 3 2 10 horn I N-2 I I"'-- 2_ T2 b] cs 606 3 16 13 1 lWit I Z I I (1 I lZthnl,h/I ) t 2 Wit Ic succl, Rat scrccl, enclosure cnclCYSWC 101 4 2. 1 1 I 2-1 12-3 1,2 1 I )- 5 1 25 I G1 17 2 4 cornpositc roof scrccn cnciosurc 3.2.2 3.2.3 1 2.4 T2b1c"/ I I-2b1cS/&06I.T5 1-Wcs/&06I-T5 I )A I INA 2IoA 2 120:\ 1?(h .. i T,/ i ).At 2 1 3 2 150-\ I (Nvl ) I I 15WOA 1, 21,lcs/60631-6 raucs/(,06 -T6 Tabics/6,063 1,6 2 I(K)I I ) I I 00B 011 2- 3 1 -B- TT - 1 3-1 1 11 2011 120, 2011 IV 1 2 15014 1 15011 Pin roof W/ scrccn CI)rj(nurc 2. 2 2 2- 2-3 1. 2-4 riul- 6y IT5 31A. l2A r SECTION SPAN 1.3.1.120 B 1ABL.(-S Cfzf E N (.NCI OSIJRf S ALUMINUM ALLOY : 6063-T6 IWIND ZONE MN( SPANS FOR ROOF UAW', 1 r0_R SCREEN & POOL ENCI OSURI E XPOSURI ll ALL WIND SPEEDS PRESSURE 10 151 ME11N ROOF HEIGHT = 20 r T OR t E 55 ROOFSPACING 4 S 6 ° 9 SPANS DOMi f I A 60616 120 M. P.i i 120 MPH I MAX SPANS f OR WALL UPf2IC'.f 1T S i i FOR SCREEN F. POOt ENC10';LJM I EXPOSURE13 ' r,nFJ, N ROOF II[-IG111 = 20 f T Oi! I i_'', uP12IGH T SPACING SPANS 2 X 4 - 0 KNEES 16'3 15.1 1 14'2 13 6 12 13 12'4 12 X 4 - 0 KNEES 2 X 4 - 1 KNEE 20'3 IT 18'2 17 6 16'10 16'4 1 2 X 4 - 2 KNEES 24'3 23.1 2T2 21'6 20'l0 : 20'4 i 2 X 5- 0 KNEES 1 20'2 18'8 17'1 16'9 16.0 15.4 2 X 5- 0 KNEES 2 X 5 -.1 KNEE 24'2 22'3 217 20'9 20'0 19'4 2 X 5 - 1 KNEE KNEES 28' 2 26'3 25-7 24 0 I-- 23 4 2 X 6 . O KNEES 2311 21'10 207 1 197 18 189 1 18'02 X 6- 0 KNEES 2X6-1KNEE 277 25' 10 24'7 ; 23-7 i 22.9 1 22.0 1 2 X 6 - 1 KNEE 2 X 6 - 2 KNEES 317 j 29 10 28.7 ! 27 7 26.9 1 26.0 2 X 7. 0 KNEES 28 11 i 26'11 25 4 1 24 0 i 23.0 22.1 1 12 X 7- 0 KNEES 2 X 7 - 1 KNEE 32 11 i 30'11 } 29 4 ' 28 0 27'0 26'1 1 12 X 7 - 1 KNEE 2 X 7. 2 KNEES 36.11 34 1 t i._-- 33 4 1 32. 0 31.0 1 30' 1 I f 2 X 8- 0 KNEES 1 33'4 30'i 1 292_i 2T8 26.5 2 5'5 2 X 8- 0 KNEES 2 X 8- 1 KNEE 37'4 34'i 1 33'i 31'8 30.5 29'5 2 X 8- 1 KNEE 2 X 8_2 KNEES 1 41'4 38.11 1 37.1 1 35.8 34-5 33-5 2X9-OKNEES 390 362 l 340 1 324 I30'11 29'9 12X_9 0KNEES 2 X 9 - 1 KNEE 43'0 40.2 38.0 ! 36-4 134'l1 3Y9 1 12 X 9 • 1 KNEE 2 X 9 - 2 KNEES 41'0 44'2 ! 42'0 40'4 3811 37'9 2 X 10 - 0 KNEES 45.7 42'4 39.10 13710 36'3 34'10 1 12 X 10 - 0 KNEES 2 X 10 - 1 KNEE 49'7 46'4 43'10 41.10 40.3 38.10 2 X 10 - 1 KNEE: 2 X 10 - 2 KNEES 53.7 50.4 47.10 45.10 44'3 42-10 Interpolation between spans Is permittod NO -I E I hoof suns are tI ured for knee braces of 4fl on the horizontal. 'Il1c dif7ercn.c In the knee brace length of less than 4fl on the horizontal must be deducted from the span NOTE 22: Wall %flans are figured for knee braces of 411 on the vertical. The dillcrence In the knee brace length of less than 111 on the vertical must be deducted (roll the %11an 9 14 4 18' 4 13'4 17.4 1 T7 , I I' ll I 16.7 11'S i t5' S 1 11' 0 15.0 I 1 17.8- 16- 4 15.5 14.8 WO 13-6 18'0 17'6 21'8 I 20419' 5 18'8 j 20'11 { 9' 5 18'3 17'4 16'7 16'0 207 20'0 I 24'11 2Y5 - 2 T3 21'4 25'11 29111 24. 0 1 28' 0 1 227 1 21'6 26'7 1 25' 6 20'7 1 24- 7 i 19'9_ 23. 9 297 1 27'6 f 25' 10 24'7 23'6 22.7 276 267 337 3l' 6 f29102873410 ; 36'10 32' 4 ! 36' 4 30' 5 28' 11 34' 5 32'11 i 1 27.8 I 316 I 267 1 30'7 40'9 37'10: 35' 7 3Yl0 324 31'l 44'9 41.10 39. 7 1 37.10 ' 36'4 ! 35'1 Interpolation between spans Is pcI' Mitiod. FUUNE INC. IRIS PAGE: MAY NO1 M 1025 S. SE AORAN 13LVD , SUM 109,5 wlillCxlr n f.1l1S1E_fii It E: WINTER PARK f t . .52702 rn1O HIIAHON If T It 11 IE_E- (407) 619 1500 NIItf i-A.X (407) Ci/A 0188 FH4.N14t00r,AJ4rl+4f1 i filG!fT (I)l') AJ ouINU tk0 PAIL (!" - 2- (nl') EUSE )'tAtF ISOME I IBC ryl f' l, ACA0pi .: 11itAcING ET SFCIK)N tll)R!IfII 1 tE_1GN1 Uukx K 3RACING (,OPTIONAL CIWR RA1L OW) SCREEN uA,x 1 1 II 11F'f21GlfT (_ 1iOCtit j i i'ER TA1311 j SIf)L Eli AIION FRONT ELEVATION URt_1N`.l (ilT i CfiEl N (TYI)) FOR CAL;t-L CONNECEION F'LAC£v011' & NUu(3ER SEE SECTION 1.2 1 C-2 Wyl') 1WSE PLATE APPLIES) STANDARDS) fESIGN CONFORMS 10 THE FLORIDA BUILDING COOT- "'Wl 7) NO OPEN AHLA BETYNEEN ALUMINUM SHALL EXCEED v S L AS AMENDED AND ASCE 7.98 FOR Tl-iE WIND LOAD ON THE ATTACHED TABLES ALL SCREEN ENCLOSURES GREATER T)iAN 20-0" !.1Fa}: t1El,,!iT OFI TREATER THAN 40SPAN PROJECTION FROM T)IE HOST STRUCTURE - ILL REOUIRE SITE SPECIFIC ENGINEERING !N t Ri , V:rt i( 11E SCEIFf=N A NCLOSURF MASTFR FILING IS IN EFFECT 1RlJCTUftAI OE: TAIL ORA%NING SHN 1. REIAI I T FI GOGI TS At Utilt-JLJMi E )CTFIUSIOt'1S WITH At4 !.t" tiICKNC- SS OF" NOT i E-SS TItANOC>11IN(-tI L1J1. 11N1J1A 5lJRfACE`; 11J C0N 1 AC 1 ':. T1 I tJME !,"._`f t 1 :J; t)NC:R( I E ROTHERr. 1/iSONfi'r'!.1ATf fZALS. SItAFI BE: fli':)'E_CTl O':: IH ALKAI- I RESISTANI COATINGS SUCH AS HFAV< i' NNT OR WATER V 1ilTE MF:TtTACfiYIATf- LIOIIFI.IR Q UMINUM IN C014IACI 1 !IH WOOL) Oft OIHEFT C itiU(i81'It MATERLAt S W1ilCH MAY BECOME REP[ --AT EDL Y ':.'i: T St IN 1. BE I' AINfF.D WITH 1VJ0 COATS OF At.UMINLJf,1 ME: TAL ANO MASONfiY PANT. OR HEAVY BODIED [311UMINOUS PLANT OR Ili( WCXx) R THE ABSORBING MATERIAL St1AI"L BE_ F)NNTEO WITIi TWO OATS OF AL UMINUM t 4OUSE PAINT AND 111E JOINT S St /Q EO WITH IilGH OUALITY C:ALAXING COMPOUND Al I I/L;IFNEIISVAII, BE 1.1'C CMky L)Ntf`:tit)ITlffi'.:;E jOTFO 8) ALL SCREEN ENCLOSURE DOORS SHALL BE SELF LATCHING AND CLOSING DOORS AND MAY BE LOCATED INTO ANY SCREEN PANEL OPENING g) DISTANCE BE-TWEEN PURLINS SttN 1. NOT EXCEED 8- Irl_Ji(_ 0) AI-L PLJRLINS AtJO ClVAlfi fLUI:S VOLT E3EAM AtJD ATTACt1F0 `'`ITli A1lrJ OF 3 SCREAvv; IN-1O S':iTf f30S. S EACH SIDE E- NCLOSOHE_ MUSI BE Gf1C)UNP)0 AM) BONOEO IN ACCOHOANCE W1 T1 i N F C: I?) NO UNAPPROVED APF)f:NOK:L.S OR ACGL`.;,`-.0ftlf_S AT TACT EO TO ANY At UMINUM !.1E MBFRS WTtiOUT F`ROFI WRITTEN APPROVAL Of IHL IN,';NLFfi 13) WIZEN 006i IS ALUMINUM ALLOY 15 USED IN A STRUCTI-Ift: FOR UPRIGHTS. BEAMS. KNEE f3ftACES. WIND BRACES. & K BQACES. G(M TG Al UMINLIM Al t OY MAY (if: USED F OR PURLINS. CHAIR RAIL S. 104' Pt Aft S AND (301 TOM PtAIES APPI IE"S FLIT IE_ INC i'Ai E A,A'• rj IOl.') ` `ifVDIlAN fit VI) i s 1( )' ' '.^ J' Y71rJl' I1 ;'Atl V; f ! S;) 10? SECTION 1.2.1 I DEif\ILS I SCREEN ENCLOSURES I TS) 3"x4'x0.125 TE W/5 TOTAL 114 KS ON EXTIMOR 2'x2' H ROOF PURUh UP GHT L1 "z2- 2'x2' 1 K —ORACE Typ) 31/2 x 7' x 12 PLATF µ 9 TOTA1 11 chS B CHAIR 2'x2' K RACE 3"x4'x0.125' PLATE • BA-z PUTTW/5 TOTAL 18 TEKS ON EXTERIOR 1'x3 x0.I25'x3' LG. AN(;L£ W/5 114 ON INTERIOR COLUUN POST — L )'x4'x0.12' PLATE W/5 TOTAL. ( 1 4 T}CS P[ANA(KTS) I'x3-xO.I25•x7- LG. — CO&_UW.N / POST AN( -,LE W/11 4 Tr1KS INTO BRACE k POST 1/2 7'xO.125' PLA E L 114 TEKS xO.125' PLATE PLAN VIEW TEKS B (?lTS) K-BRACING DETAIL APPLIES b CABLE BRACING CAN BE USED IN PLACE OF K-BRACIINIG w Li FRONT WALL--1/8" STAINLESS STEEL CABLE UP TO 400 SQ. OF WALL 2 CABLE UP TO 600 SQ. 4 CABLE CABLE CORNER TL PLATE 1 /8' ALLI a UP TO 800 SQ. 6 CABLE W/ 8 f 10 TEKS UP TO 1,000 SQ. 8 CABLE LAIN 2 DRRrc PINS OR 2 - 11/4' x 1/4' TA°CON NOTE ALL WALLS OVER 15' HIGH MUST HAVE 1 /2 OR TOP FASTENER 1' BELOW MORE OF THE CABLES AT THE TOP OF THE WALL TOP OF CONCf ETF- NO ABOVE THE TOP CHAIR RAIL. CONC. DE NO FASTENING TO PAVERS r3 Li o SIDE WALL-1/8" STAINLESS STEEL CA8LF NIA UP TO 200 SQ. OF WALL NO CABLE NEEDED a UP TO 400 SQ. 1 CABLE TOP CHAIR RAIL WF UP TO 600 SQ. 2 GABLE PANEL EXCEED 56 0 UP TO 800 SQ. 3 CABLE NOTE ALL WALLS OVER 15' HIGH MUST HAVE 1/2 OR MORE OF THE GABLES AT THE TOP OF THE WALL - ABOVE THE TOP CHAIR RAIL 2ND GABLE SET 1ST GABLE SET 77. gym 1,ro mm or CABLE SCHEDULE FOR SCREEN ENCLOSURE FUUNE INC. THIS PAGE MAY NOT BE USED 1025 S. SEMORAN BLVD.. SUITE 1093 WITHOUT MASTERFILE WINTER PARK FL 32792 AUTHORIZATION LETTER TEL (407) 679-7500 CABLE SET APPLIES ON FILE FAX (407) 679-9188 _ GORDON H SHEPAROSON P.E E-MAIL FLOWOA P.E 10333 f=C i ION 1 .2.3 L)E1 AILS CM N I NCI OSl)RE- TOP FOOI (Y 2-x2 1/8* ANGLT 1':2' C)IANNfI '..{ FRONT FC01 N'01 REOR FOR 2'..5' uT rlGr{j UPRC)(T LAN VI E W NOTE. USED w1TN Ail SC'.RE EN 1Y1'E S FRONT FOOT TAF3EI UPRIG+TT x4 x5 x6 x7 X8SIZES _ X E t /4' TAPCON_ T 7 - Z 3 3 4 4EAGISIDE J 10 TEK SCREWS - - EACI1 SIDE 66 8 8 j ONE S; l E C1 JtINC, OF'RIGr±T SIZE S OIE i r I;)If APCON UOST GO INTO C',ONC FLAII 4fi w+x Z . 7 (.r:Ai7 ?.4'l 1 + , FPCIJ DECK IAIN1UUU OF 1 -1/4', IF USE FL- _.--- -- -- - - 1 AVERS ON OE(X. FASTENER I -TO%' FOOIT 0! j M LL EXTEND INTO DECK I :/i' 1 2'r2' t/8' ANGLE WIN 3-2' SUS FOR FASTENING AT W/ 2-110 TTK SCREWS CTWR RAIL. TO UPRIGHT SCREW BOSS FRONT FOOT OF wo u"RICl11 2'x2" z 1/B' ANGIF - 2 z 2' z1/8' ANGLE w/2 / TO SEE ABOVE TABLE 1 1 /4' TAPCON FRONT FOOT OF _ — _ TEK SCREWS INTO WALL FOR FASTENERS INTO DEC 2'x2"x1/8'ANGLE TAPCON OR THUNDERWCT 7 jK \ 1-1/4' INTO CONC. DECK C NCRETE DECK CONCRETE S \ L-0* SCREEN CFIANNEL 1 f FRONT EL-1-VA' SIDE ELEVATION i1'f!Cl,! Df== CK c f-'0S1 CONNECTIONI -ION APPLIES I HOUSE HOUSE 1- TYP. CORN_ BRACE HOUSE nI T1' COf2NER - 0 P14-1 WIND HRACING SHAI E NOT E3E REQUIRED WHERE M MS AND PURL INS E) ARE (ATEMA Y SUPPORTED 13Y CONNECTION 10 HOST SIRUCTUM TYP D(AGONAI E32nC E H RAC F iOUS(_ TYP DIAGONA( 3(2ACF Pt AN VIEW IYT'. CORNFi2 BRACE µ1 S-) V. HM) HRACCING M ]AI( APPI 1(_S I (JLINE INC _ 1(,I . II 1, P,AwlpIII I) t nl!7 M 1AII S N i NC;I C)Sll(f S 2'x2' T'l)Rl.INS ATTAC.)i TO pEMS WIT)i UIN (.}) 110.1 112' l S U S. w1oO ,CREW 110%Sl S t'x2 SNAP SECTIONS ATTACHF0 TO 2 x2"wl O G p EA.V S 18 X X O 24' O C. of? O o O O O O O In', I 2 x 6 8 112 16 20 24 28 X STLAf' SECr10N5 O o o O O O nl 1'. S u E3 I { --- -- — - 2,, 10I15 20 25 30 35 XCYO_O O O O O O I.- 1 {{ __-_ _ _ 00 0 O 0 0 0j0 1 x6 I 2Yt; I121 8.24 30 36 42 48 00 O 0O O0 O0 0101 S.0 B. 2=) t 4 2 t 128 35 4g24 56 E3EA CIVf;RIFF CO!lNE::iION 00 O O 0 O O DT 2 x8 S V.E3. OR GUSSET PLATE O O O 7 x S.)I.E3. O ' 2xt:'; 16 24,}2 40 464 1- Or --- mf ?_= 10 S.`.© IAHI. f 2i 2 1 R 10 TEK SCREws Q. 0 O O O m aim m m I X NO CONNECTION ALLOWED a N to V1 V) Ln O x x x x x N N N N N E3LAM OVER A(' O:' -GUISE_ 1 PLAT E` C=C NNf C I ION APPLIES Al_ U)AINU[.1 PHYSICAL PROPERTIES SECTION 2xFi TWALL IWEB M(IN3jlJ 2. 00' 2x4 0.044 0.100 0.959 2x5 0.050 0.100 1.468 2x6 0.050 0.120 1 965 - - fwA1I 2xI 0055 0 120 3.119 - ----1I - 2xB00220224415712x9oo12In224_ 5.910 f L ry 2 x 10 10 O9 2 10 .569 8 531 iwL [1 2 00 I fW1 it H0H.' OW i0 AM TAHU_ SNN'_ .E_X FRUSION SE_Lf _ MAHNG R[- AM N UMINUM PHYSICAL I'PO )f R I H I I W ; PAGE MAY Nt ) I fit: I V;i ( ) v) lI)ii)UT A MAtiIE I0 II I I il) it )VITA IT( )N I 1 I I I i N I It 1 FLILINE INC 1025 S SEMO RAN 111 VI) . SUIIf 109.} WJNTI Et PAf2K I 1 .12192 I11 ( 401) 619 /`JO0 EA. X ( 4 0 t PI 11tIti VAR APPI. ILS SECTION 1 .2.6 1 /4"x2' LAG SCRf:wS 0 r uev SHIM 1/4"x2" LAG SCREWS 24' O.C. TJAX. — ANGLE SHIM SCREEN ENCLOSURE-S ALULIINUU F I RRUI E 3/8'x8' LAG SCRLW.TY4l 1 EACH SIDE OF BEAM SCREEN R(};)F j(( w BEAI.T w/ 4110 TEKS Ek" '( SIDE O BEAM NAF. I'x2" FOR GUTTER WFT'' SPLINE GROOVE 3/4'x3/4" ALUMINUM FERRULE 3/8'xB' LAG SCREW.TYP 1 EACH SIDE OF BEAM SCREEN ROOF BEAM 2'x2'xO.1 25 A1:GLI W/ 4F 10 TEKS. EACH SIDE OF BEAT.( OPTIONAL 1'x2' FOR GUTTER WfTH SPUN[ GROOVE 1/4-x2" LA[: SCREWS 3/4'x3/4" O 2 4 " O. C AdAX - UMIN M FT=RRULE 3/8'xB' LAG SCREWTYP 1 EACH SIDE OF f36A SCREEN F200F BEAM 2 "x 2 "x0. 1 2:aA11GLE W/4 110 TFKS EACH SIDE OF BEAU At:GLE OF' ONAL 1'x2" PA,' f 2 FOR GUTTER WITH SIB u SPLINE GROCNE BOX BEAD FLAT OR ANGLED) O(5TTNG ANGLED — OR PWWB 1 x I2xFASCL, 1 - 1 /4'x2" LAG. EACH SIDE OF BEAM 24" O.C. ALONG 1'x2' SCREEN CHANNEL L2-X2'x.125 O EACH 2-2 xl/4' THRU--60LTS SIDE OF BEAM W/ BOX BEAN FLAT OR ANGLED) 1 "x2" OR ? x 2" PURL1N WifH TAPCONOR B 10- .i SCREW _ 24' O.CWITHA1' WITHITCONOR j 10-- 3_ SCREW THRU 2" x 2" ANGLE INTO WAL1 ON EACH SIDE OF BEAM E XISTTNGM .SONf7Y WALL OR STUCCO WALL WfITT LAG BOLT OR TAPCON ATTACHING TO WA11. Oft STUD 2' X2-x.125 ANGLE O EACF SIDEOF BEAM W/ 2-2_ xl/4' TNRU— BOLTS. f If UC;fIJfl I C IJ'lf I (f_1nl(.S 1 c (C) f=nSC;In f WALL APPI_IE_S FLIT I" T= INC nti PA( >! VLAY N( )1 .1i i h! 11 1 O75 i SE.iC)f2l N ETLVI) `.,l111E 10(1 attt.,:j.:::athi.c:._...;.:..+if:a.._ :o.i.sdu x... tSt•'.t vti.... : .. .. ... ., .. <i: SECTION 1 .2.1 M roil SCREE-N [ND-OSURE-S 3cm OVERIAf' OR GUSSET PLATE - FOR CONNECTOR SC14EDULE SEE SECTION 1 2 S 040- STRAP Al (ACH UPRICIfl do MIDWAY ETEIWFEN UPRIGHTS, W/1 1 10 11 K AT EACH END --- ---- I 4 1MX. 2' H CHANNEI w/ 6 10 TEKS 20_ t O;lI7 ---- 4 4' MAX I ROOF OFAM 2x4 5,6,7,89 10 3 - 10 T:K H" Cf U,NNP C KNI 2- Ii CIiANNEL W/ 6 { 10 TEKS 11 4 MAX HOST t__1 I -- — --_-- I W-1L t STRUCTUREl- 2• z2- ANGLE KNEE BRACE DETAIL 2' S 1S m 2'- 0 C. W 6 9 TEKS EACH SIDE. 5- OR 7" SUPER GUTTER STRUCTURAL GU IFFER & USE ONLY WITH GABLE) FOR GUSSET CONNECTION SEE SECTION 1.2.5 APPLIES SECTION 2.. I I DETAILS o J C S COMPOSITE ROOF W/ SCREEN ENCLOSURES COMPOSITE ROOF ISOMETRIC- INTERLOCKING COMPOSITE PANEL ROOF GENERAL NOTES SPAN (S) TABLE FOR 3" COMPOSITE ROOF ATTACHED COVERED STRUCTURE I.E. COMPOSITE ROOF) GUAGE WIND SPEED 100 110 120 130 140 150 0.024 1511" 141 13'5" 11'10" 10.0" 9 9" 0.030 19 4 17'7" 15'11" 14'6" 11 9 10-11 SPAN MAY VARY ACCORDING TO COMPOSfTE PANEL MANUFACTURER'S DESIGN CRITERIA APPLIES 1. ALL DESIGN CRITERIA TO COMPLY WITH FLORIDA BUILDING CODE (FBC) 2001 WITH 2O03 REVISI NS CARRY BEAM SPAN DESIGN IS BASED ON THE ROOF DEAD LOAD PLUS 30 PSF LIVE LOAD 2. ALL DATA RELATES TO 3' THICK C MP SITE ROOF SECTI N W/ 1.0 # DENSITY E.P.S. 3. SPANS BASED ON 0,024 & 0.032 GUAGE ALUMINUM ALLOY 3105 H14 OR 3105 H25 AND MAY VARY DEPENDING ON C MP SITE PANEL MANUFACTURER'S DESIGN CRITERIA 4 SPANS LISTED ARE FOR EXPOSURE B. 5. SPANS C NSIDER 0 FEET OVERHANG 6. DATA IS BASED ON A GENERIC C MP SITE PANEL SECTI N 7. THE THERMAL RESISTANCE VALUE OF A PANEL IS R-4.5/INCH OF THICKNESS. E.G- A3' THICK PANEL HAS A THERMAL RESISTANCE VALUE OF R-13.5 B. BEAMS ARE 6063-T6 ALUMINUM ALLOY OR 6061-T5 9. POST TO BE 3'x 3' x 0.125', 6063- T6 ALUMINUM ALLOY WITH MAXIMUM HEIGHT OF 10'-0' BEAM SPAN DESIGN IS BASED ON THE ROOF DEAD LOAD PLUS 30 PSF LIVE LOAD APPLIES I FLILINE INC. THIS PAGE MAY NOT BE USED 1025 S. SEMORAN BLVD., SUITE 1093 WITHOUT MASTERFILE WINTER PARK FL 32792 AUTHORIZATION LETTER TEL (4-07) 679-7500 ON FILE FAX (407) 679-9188 GORDON H SHEPARDSON P.E E-MAIL FLORIDA P.E 19333 SECTION 2.2.2 DETAILS COMPOSITE ROOF W/ SCREEN ENCLOSURES le -cam( COMPOSITE ROOF HEADER ANCHORING SYSTE S fklSTj EXISTING FASCIA TRUSS OR RAF SEALANT TfR / HEADER COMP SITE ROOF PANEL e DEPTH 4— #8x 1/2' TECK SCREWS PER COMP SITE 2 # lOx 2' S.M.S a 18' ON CENTER PANEL TOP & BOTTOM OF HEADER W/ OUTER R 2 RAFTER OR TRUSS TAIL SCREW 6' MINIMUM FROM EDGE W/ 18' MAX. SPACING BETWEEN SCREWS COMPOSITE ROOF HEADER TO FASCIA DETAIL SEALANT HEADER FOR MAS NARY, USE 1/4'x 2 EXPANSI N BOLT (or equal) FIXED 2 24' /C. FOR WOOD USE # 10 x 2' S.M.S 2 24' /C COMP SITE R F PANEL HOST DEPTH STRUCTURE APPLIES 4— #8x 1/2' TECK SCREWS PER COMPOSITE PANEL TOP & BOTTOM OF HEADER W/ OUTER SCREW 6' MINIMUM FROM EDGE W/ 18' MAX. SPACING BETWEEN SCREWS COMPOSITE ROOF HEADER TO CONCRETE WAU DETAIL I APPLIES FLILINE INC. THIS PAGE MAY NOT BE USED 1025 S. SEMORAN BLVD.. SUITE 1093 WITHOUT MASTERFILE WINTER PARK FL 32792 AUTHORIZATION LETTER TE — (407) 679-7500 ON FILE FAX (407) 679-9188 GORDON H SHEPAADSON P.E. E—MAIL R.ORDA P.E IQ= SECTION. 2.2.3 I DETAILS I COMPOSITE ROOF W/ SCREEN ENCLOSURES 3' x 3" POST USE 3" "U" BRACKETS OR 2'Q" ANGLES USE CASTING PL WHEN ATTACHED TO EXIST. STRUCTURE ONI Y- 1/4" DIA. THRU.- BOLTS S.S OR COATED 2) 1 /4'k 21 /2" TAPCON EQUAL 4" CONC. SLAB 4 - 4"K #10 S.M.S. W/1/4 X 11/2S.S. WASHER NM IRENE OR CAULKED) W/ SCREW PLACED COupOS p WITHI q 6' OF SIDE OF COMPOSITE PANEL INSTALL PROTECTIVE CAP W/ # 8 TEK SCREW 3 - 1 /4" DIA.x 31 Z THRU BOLTS S.S. OR COATED 2'x - "SELF MATING BEAM SEE ATTACHED TABLES) TYPICAL POST TO SLAB SECTION DETAIL FOOTINGS AND POST ALUMINUM PHYSICAL PROPERTIES 2xH TWALL TWEE SECTION M(IN3)U 2x4 0.044 0.100 959 2x5 0.050 0.100 1.468 2x6 0.050 0.120 1.965 2x7 0.055 0.120 3.119 2x8 0.072 0.224 4.157 2x9 0.072 0.224 5.910 2x10 0.092 0.369 8.531 HOLLOW BEAM TABLE 10 x 112" TEK SCREWS 2 - # 10 x 1 /2' TEK SCREWS SCREEN ENCLOSURE UPRIGHT 2"x2"x3" ANGLE W/ 1/8" WALL 6 - # 10 x 3/4" TEKS 2-1 /4"DIA. x 3/4" LONG THRU. BOLTS 2aVIDE GUTTER STRAP OR 7" SUPER GUTTER 3" x 3" POST TYPICAL POST TO BEAM DETAIL FOR SCREEN ENCLOSURE BEAM DETAILS APPLIES 3.00" 0 2.00" 0.125 + q TWALL A = 1.305 in.2 WT = 1.495.p.1.f. WWALL Ix = 1.816 In 4 Sx = 1.211 in.3 Fh® I 6063 -T6 I TWEB SNAP EXTRUSION SELF MATING 3"x3"x0.125" PATIO COLUMN BEAM ALUMINUM PHYSICAL PROPERTIES APPLIES FLIUNE INC. THIS PAGE MAY NOT BE USED 1025 S. SEMORAN BLVD., SUITE 1093 WITHOUT A MASTERFILE WINTER PARK FL. 32792 AUTHORIZATION LETTER TEL (4-07) 679-7500 ON FILE FAX (407) 679-9188 GORDON H SHEPARDSON RE E—MAIL FLORIDA P.E 19333 SECT ION SPAN COMPOSITE ROOF W/ 2.3.1 B TABLES SCREEN ENCLOSURES CARRY REAM SPAN BETWEEN POSTS 6063-T6 CARRY BEAM MATED TO 5 OR 7 INCH SUPER GUTTER ALUMINUM ALLOY: 6063 - T6 1ALL WIND ZONES I JEXPOSURE B 8 C MAX. SPANS FOR CARRY BEAMS AND 5 OR 7 INCH SUPER GUTTER WITH POOL ENCLOSURES AND METAL ROOFS Interpolation between spans Is permifted. 8 FT SCREEN ROOF SPAN 112 FT SCREEN ROOF SPAN METAL ROOF SPAN METAL ROOF SPAN 8 9 10 1 11 12 8 9 1 10 11 12 I CARRY CARRY BEAM SPAN BETWEEN POSTS BEAM SPAN BETWEEN POSTS i 2 X 6 13-1 12'8 1 12.4 12.0 11-9 2 X 5 12'8 12'4 1210 1119 11-6 2 X 6 14'7 14'1 1 13.9 13'4 13'0 1 1 1 2 X 6 14'1 13'9 13'4 13'0 12.9 2 X 7 I 16.4 15-10 ! 15-4 14.11 14-7 1 1 2 X 7 15,10 15'4 14'11 147 14.3 2 X 8 20-3 19-8 19'1 187 18-2 2 X 8 19'8 1911 187 18'2 i 17'9 2 X 9 21.4 20-8 20.1 19.6 19.0 2 X 9 20'8 20'1 1916 19.0 187 2 X 10 26-1 25'3 24.6 1 23'11 23'4 2 X 10 25.3 24.6 23'11 23.4 22.9 i 16 FT SCREEN ROOF SPAN T SCREEN ROOF SPAN I METAL ROOF SPAN METAL ROOF SPAN 11891011128910 i 12 CARRY CARRY BEAM SPAN BETWEEN POSTS BEAM SPAN BETWEEN POSTS 2 X 5 12'4 12'0 1V9 11'6 11'2 2 X 5 12-0 1119 11'5 11-2 11.0 2 X 6 13'9 13'4 13'0 12'9 12'6 2 X 6 r 13-4 13-0 12'9 12'6 12'3 2 X 7 15'4 14'11 147 14'3 13'11 2 X 7 1411 147 14'3 ,i 13.11 13-8 2 X 8 1911 187 i 18'2 17'9 17'6 2 X 8 18-7 18.2 17'9 17'4 17'0 2 X 9 20'1 19.6 1 19'0 187 18'3 2 X 9 19.6 19.0 18.7 18-3 17-10 2 X 10 24'6 23'11 23-4 22'9 22'3 2 X 10 23'11 23'4 22'9 22'3 21'10 I 24 FT SCREEN ROOF SPAN METAL ROOF SPAN_ Y 8 1 9 10 11 12 CARRY BEAM SPAN BETWEEN POSTS 2 X 5 1119 11'S 11'2 11'0 10.9 L 2 X 6 13'0 12'9 12'6 12.3 12'0 2 X 7 147 14'3 13'11 13'8 I 13'5 1- -- 2 X 8 18'2 17.9 17-4 17'0 16'8 2 X 9 19'0 187 18'3 17'10 17'6-_-- r 2 X 10 23'4 22'9 22'3 21'10 21'5 FLILINE INC. THIS PAGE MAY NOT BE USED 1025 S. SEMORAN BLVD., SUITE 1093 WITHOUT A MASTERFILE WINTER PARK FL 32792 AUTHORIZATION LETTER TEL (407) 679-7500 ON FILE FAX (407) 679-9188 E—MAIL APPLIES GORDON H SHEPARDSON P.E FLORIDA P.E. 19333 SECTION SPAN COMPOSITE ROOF W/ 2.3.2 B I TABLES SCREEN ENCLOSURES CARRY BEAM SPAN BETWEEN POSTS 6063-T6 CARRY BEAM MATED TO 5 OR 7 INCH SUPER GUTTER ALUMINUM ALLOY : 6063 - T6 B & CALLWINDZONESJEXPO--RESU MAX. SPANS FOR CARRY BEAMS AND 5 OR 7 INCH SUPER GUTTER WITH POOL ENCLOSURES AND METAL ROOFS Interpolation between spans Is peffnitted. 28 FT SCREEN ROOF SPAN 32 FT SCREEN ROOF SPAN METAL ROOF SPAN METAL ROOF SPAN 8 9 10 11 12 8 9 10 11 12 CARRY CARRY BEAM SPAN BETWEEN POSTS BEAM SPAN BETWEEN POSTS 2 X 5 ills 11.2 11.0 10'9 1 10.7 2 X 5 11'2 1110 10'9 107 10'4 2 X 6 12-9 12.6 12-3 12'0 1119 2 X 6 12'6 12'3 12'0 1119 117 2 X 7 14.3 13-11 j 13.8 13.5 13.2 2 X 7 13'11 13'8 13'5 13'2 13'0 2 X 8 17.9 17.4 i 17.0 16'8 16'4 2 X 8 17'4 17'0 16'8 16'4 16'1 2 X 9 18.7 18.3 17.10 in 17.2 2 X 9 18'3 17'10 17'6 17'2 16'11 2 X 10 22-9 22.3 j 21.10 21.5 21'1 2 X 10 22'3 21'10 21'5 21'1 20'8 I 36 FT SCREEN ROOF SPAN 40 FT -SCREEN ROOF SPAN METAL ROOF SPAN METAL ROOF SPAN 8 9 10 11 1 12 8 9 10 11 12 CARRY CARRY BEAM ;SPAN BETWEEN POSTS BEAM SPAN BETWEEN POSTS 2 X 5 1110 1019 10-7 10'4 1 10.3 2 X 5 1019 107 10'4 10'3 1011 2 X 6 12'3 12'0 11.9 11'7 1 11-4 2 X 6 12'0 1119 117 1V4 11'2 2 X 7 ITS 13'5 13'2 13'0 12'9 2 X 7 13-5 13.2 13'0 12'9 127 2 X 8 17-0 16.8 16.4 16'1 15'10 2 X 8 16'8 16'4 1611 15'10 157 2 X 9 17-10 17-6 17.2 16-11 16.8 2 X 9 17.6 17.2 1611 16'8 16'4 2 X 10 21-10 I 21.5 21.1 20.8 20.4 2 X 10 21'5 21'1 20'8 20'4 20'0 APPLIES I FLIUNE INC. THIS PAGE MAY NOT BE USED 1025 S. SEMORAN BLVD., SUITE 1093 WITHOUT MASTERFILE WINTER PARK FL. 32792 AUTHORIZATION LETTER TE1- (407) 679-7500 ON FILE FAX (407) 679-9188 GORDON H SHEPAAOSON P.E. E-MAIL FLORIDA P.E 19= N 0 m to LO i 0 o in m co 0 Ln 0 0 L N 2 xis' LLA &-ac L35 p c .),x4x 24 pC.zx zxa4 LO P L LX -IXX4- ZDOCM5 zb. N gS el SgZ 04% 70t 3c bsr Pr rIm Li. 3 r V?- 7 I Z>- f, Z- T 143/z asps Cl 4 moi l o s j TPSB N C' grb qtZgI/L 3Z`j/ t l i 40 Sr r J T 7r3 T'{ ; a- v *' a { 1 9r 91 4 8 8 9/i cll u gsy$` X 1v 8- 11M, 87`,,, ' a, Y " M q' ooll x YZbM M M/ 0 S-047, 3 x k oj&.CiCA U v Ft "t F 3,z7 3 57p) r3kp& 14 O'FisI7 L t L' stay, 1. lyya— a:Z4AM-.,...SU(VftEL'1' M'l'G -- r--, s,._-•----No. 8595-air.P. 2/ BOUNDARY SURVP'" LEGAL DESCRIPTION: LOT 119, HIDDEN LAKE PHASE II, UNIT II, ACCORDING TO THl PLAT THEREOF, AS RECORDED IN PLAT BOOK 25, PAGES 62-63, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. THE ABOVE REFERENCED PROPERTY IS LOCATED IN ZONE "C", AREA OF MINIMAL FLOODING AS PER F.1.R.M. COMMUNITY PANEL NUMBER IZO294.0005 B, CITY OF SWORD, SXMINOL6 COUNTY, FLORIDA. MAP DATED SEPTEMBER 17, 1980. 0 I.o - 0 0 118 00 Q fiftlk 7e.00 I,0 t J' 1 66 I4 \ e' sae 26 SINGLE FAMILY RESID. Tb Ioti cov. LW. O 2 15 r.- •.. m 6Y+ ta, 10- [ BORADA ROOF OVERMIGS AND FOOTERS HAVE NOT DEEM LOCATED. BEARINGS ARE BASED ON RECORD PLAT. O = SET 414 C.M. &4109 0 N I 0 1 = 30.9 Ih tt kJ. B.00 120 i REC, C.M. CERTIFIED TO: KAMPF TITLE 6 GUARANTY CORPORATION O = SET 3<8" REBAR/CAP # 4189 COMMUNITY FIRST BANK OP CENTRAL FLORIDA ARTHUR J. i PATRICIA A. 11CNARDS REC..PROR CORNER SEE SKETCH FOR OESC.) P.C.P. h 2 RADIAL' E BORADA ROAD NO IMPROV OUND UTILITIES NAVE BEEN LOCATED EXCEPT AS SHOWN E WASSURVEY CRIPP.TRIONNPROYIDED BY THECLIENT I HEREBY CERTIFY THAT THIS SURVEY MEETS OR EXCEEDS THE MINIMUM TECHNICAL STANDAVS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS, PURSUANT TO SECTION 218H-6, FLORIOA STATlJES. CHARLES R. DE FOOR R L.S. NO, 4189 DATE 3y -( LOT SURVEY DATE: FOUNDATION SURVEY DMt; FINAL SURVEY DATE; 1 O/ 29/9 PREPARED FOR: ARTHUR J. 6 PATRICIA A. AICNAAD9 PREPARED BY: CNARLES "ROO" bE AND ASSOCIAT P.O, BOX 3182 ApOPkA FLA.32 DATE DRAWN: 9CALE: I 0 / 29/90 1 = , PAGE I OF MAY-07-1998 09:36 407 805 0763 97Y