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HomeMy WebLinkAbout105 Hadley Lnt # : (In Job Address: (J Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION Date: pCF/1/4QAn _ r7 n I 0 ? 00 Permit Type: Building Electrical Mechanical Plumbing Fitz 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 torn, required for other than X) Address: r / Mortgage Leader: 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 laws trrularingconstructionandzoning. WARNING TO OWNER. YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULTIN YOl T, PA Y ING 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 prmbtic mcoi* of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or fcderal agencies. Acceptance of rnit is ve 'fication that I will notify the owner of the roperty of the requirements of Florida Lien La S 713. Signature of Owner/Agent DateSignature of Contractor/Agent Date BEM JY 61 Owner/ Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date SlEd&urZe of Notary -State of Florida Date - RONALD C. HOMAN .rw ,, Susan Metre Hanson NOTARY PUBLIC- STATE OF FLORIDA : • My Commission DD215024 COMMISSION # DD228953 Vd; Expires July 12. 2007' Owner/Agentis _ Personally Known to Me or EXPIRES 9/8/2007 Contractor/Agent is _ Personally KnOufIllh Me or Produced ID BONDED THRU 14BI-NOTARYI _ produced ID APPLICATION APPROVED BY: Special Conditions: Bldg: Zoning: Tr—nifial & Date) Initial & Date) Utilities: FD: Initial & Date) ( Initial & Date) e,T> 1 0112 emino..e t-ounty .-roperty Appraiser vet :.mormaiion :)y .-aree.. LNum per age or 0.'ID JOHNSON, CrA, /i.".iR PROPERTY APPRAISER SEh11NOLE COUNTY r:L. 1101 F. FIRST ST SAMFORD, FL32771-146a 407-665- 7506 I ' I GENERAL Parcel Id: 34-19-30-519-0000-0470 Owner: TOUSA HOMES INC Mailing Address: 11315 CORPORATE BLVD STE 25 City,State, ZipCode: ORLANDO FL 32817 Property Address: 105 HADLEY LN SANFORD 32771 Subdivision Name: KAYS LANDING PHASE 1 Tax District: S1-SANFORD Exemptions: Dor: 00- VACANT RESIDENTIAL SALES Deed Date Book Page Amount Vac/Imp Qualified SPECIAL 12/ 2005 061054 0307 $1,068,700 Vacant No WARRANTY DEED Find Comparable Sales within this Subdivision LAND Land Assess Frontage Depth Land Unit Method Units Price LOT 0 0 1.000 62,000.00 NOTE: Assessed values shown are NOT certified values and th valorem tax purposes. If you recently purchased a homesteaded property your next 2006 WORKING VALUE SUMMARY Value Method: Market Number of Buildings: 0 Depreciated Bldg Value: $0 0 Depreciated EXFT Value: $0 Land Value ( Market): $62,000 Land Value Ag: $0 Just/Market Value: $62,000 Assessed Value ( SOH): $62,000 Exempt Value: $ 0 Taxable Value: $ 62,000 Tax Estimator 2005 VALUE SUMMARY 2005 Tax Bill Amount: $539 2005 Taxable Value: $27,000 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LEGAL DESCRIPTION Land PLATS: Pick... Value LOT 47 KAYS LANDING PHASE 1 PB 67 PGS 62,000 41 - 43 ore are subject to change before being finalized for ad tax will be based on Just/Market value. http://www. scpafl.org/pis/web/re_web.seminote_county_ title?parcel=34193051900000470&cpad=Hadle... 4/11 /2006 U ADD SCREEN 835 Sunshine Lane, Altamonte Springs, Florida 32714 407)862-6060 FAX (407)862-1221 LIMITED POWER OF ATTORNEY J ccLut be-co-p I, Bernie Duncan, hereby authorized Je-fr It j -n C' Gcr1 to obtain a permit for the following: Lot: A Address: Owner of Property: E n I-e J`7Z"Y") S Address: 113 15 %rpo na- Je 13 kd - Sk, a5'Q D-L, o F/) Bernie Duncan Vice President Sworn to and subscribed to me this © C by Bernie Duncan who is personally known to me and who did take an oath. Notary: ` 1 n"'e` Susan l Matre-Harrison My Commission DD218024 o Expires July 12, 2007a Oi F 1111111 III II 111 II 111 II 111 II 111 II 11111 III II 11111 III II III 1 Prepared By J( rl ; E< i- 1 z3 SemirYota Blvd: 1 OL'Acj 0 Casse{ berry,-F-forida`327-07J`JJ NOTICE OF COMMENCEMENT State: Florida County: Sanford MARYANNE MORSE, CLERK OR CIRCUIT COURT SEMINOLE COUNTY BK 06211 Pg 1486; tlpg? CLERK'S # 2006063624 f Lt t CDR 04/20/2006 11:17c18 AM EEES 10. 00 L 3` 51Ep 9Y H Bailey THE UNDERSIGNED hearby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statues, the following information is provided in this Notice of Commencement. H60-Ce( 3+lct 0 1 Descriptionofproperty: (legal description of property, and street address if available) 1.. I . e A 2 General Description of Im 3 Owner Information: Install screen enclosure CERAFIED COPY MARYANNE MORSE CLERK TiSEMINO ffC, CFLIORIDADEPUTYMOW APR 2 0 2006 A. Name and Address B. Interest in Property C. Name and address of fee simple titleholder (ifotherthan owner) SAME 4 Contractor: ( name and address) Dulando Screen & Awning 835 Sunshine Lane Altamonte Springs, Florida 32714 5 Surely: A. Name and Address: N/A B. Amount of Bond: N/A 6 Lender: ( name and address) 0 Nersons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statues name and address) N/A In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713(1)(b), Florida Statues (name and address) ABOVE NAMES CONTRACTOR Expiration date of Notice of Commencement (the expiration date is 1 year for the date of recording unless different date specified) a3 2e' a,. Sigrfature of 0 ner Driver's License Number Owner's Name r..,4 Owner's Address 1515/ k&,pyC_: J,c(J All information must be printed legibly to comply with recording requirements STATE OF FLORIDA COUNTYOF (;CP': t-,)OL-e The foregoing instrument was acknowledged before me this 3 . LIf . 0 (o by "et k If YA J who is pe e o has produced as identification and who did (did no ke and oat . t C-( Signature of person taking acknowledgement) Name of officer taking acknowledgement- typed or stamped Title or RanK) RONALD C. HOMAN TARY PUBLIC - STATE OF FLOR.IDi 3MMISSION # DD228953 EXPIRES 916/ 2007 SONDEDTNRU I- M&NOTARYI Ak UVF)'UL7ANTS, by(1. AUTHORI7ATION #LB5610 ENGINEERS SURVEYORS PLANNERS s 2603 MAITLAND CENTER PARKWAY 'SUITE C MAITLAND, FL 32751 (407) 660- 120 e POMPANO BEACH ORLANDO TAMPA JUPITER WWW. CCL -POMPANO. coy WWN :CCL-ORLANL O. COM ENGLEKAY' S LANDING PHASE 1 BEARINGS BASED ON THE WEST LINE NAl70NAL FLOOD INSURANCE PROGRAM OF THE NORTHEAST J/4 OF SECTION 34, c COMMUNITY NUGIBER 1017C TOWNSHIP 19 SOUTH, RANGE 30 EAST, _ PANEL NUMBER 0040 E SEMINOLE COUNTY, FLORIDA, BEING -- - MAP REVISION 4/17/J9g5 N0074'40"W, AN ASSUMED MERIDIAN FL000 ZONE A NNOBASEFLOODELEVA77ONSHOWN. 0 INDICATES 5/8" IRON POO SET WITH NUMBER F - L85610 CAP, UNLESS OTHERWISE NOTED a ° L E G R N D L.B. a LICENSED BUSINESS ' R. RADIUS NLD = SET NAIL AND DISC LB15610 — L- ARC DISTANCE. PC • POINT OF CURVATIJQE '---.- ' e- CENTRAL ANMI: PCC = POINT OF COHFOUNO CURVATURE A/C AIR CONDITIONER SLAB PI v PDINT OF INTERSECTION F CENTERLINE PR C = POINT OF REVERSE CURVATURE D.E. - DRAINAGE EASEmENT ® - PROPOSED LOT ELEVATION LM.E. - LAKE MAINTENANCE EASEMENT U.E. - UTILITY EASEMENT F.F. FINISH FLOOR SCALE: 1' = 90' -/ LOCATln SRGTCff 0 01 I I (NOT TO SCALE) I II r I I I nT All L.v r -ry 25' 35.4 36.7 I S 89'52'58 W 13o. o' 36.7 5' D.E.— rr ^^ — — - - - A/r PADS Ib- --- S0.17J- - - I A•j w 3I.00' - T µ L" MODEL- SANTA BARBARA II" __ I•• ,'/ 5.5 18.00' ELEVATION 6 STONE" y (50.00' K 52.33 ) cF. 1"., F. EL. 37.25' 2. 00'a s I n T JL.vr L, f s ?^ C 2.00'Q R36. 33' w- 1r-- S 89*52 58 W 1 1 0.00 Y- I mlo 35.Z 35.9 1 36.5 25' c - o I O O Nr nT 1JC r nr /• L. V r . m t" I t— ic SE Ze 3I + LOT: 8,392fsq.ft. , WpLx- 33D A. I! I II BUILDING WILL BE STAKED AS SHOWN 3g aQ LEGALDESCRIPT/ON.• Z( o Lot 47, Koy's Landing Phase 1, according to the Plat thereof, as recorded in Plot Book ?? at Page ?-??, of the Public Records, Seminole County, Florida. Nores: ( SKETCH AND LEGAL ONLY, NOT A SURVEY) J. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED 2. LANDS SHOIWV HEREOPI WERE .NOT ABSTRACTED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS BY CCL CONSUL TANIS XC. FOR C SEMEI} O DRAWING. SKF_TCH, PLAT OR MAP IS FOR 1NFORMAIIONAL RIGHTS- OF-W.4Y OF RECOJ A! PURPOSES ONLY AND IS NOT VALID. ADDI770NS OR DELETIONS TO SURVEY RAPS OR REPORTS BY OTHER THAN THE SIGNING J. DATA 5HOiiN H,E EAi9 W 5• COMPILED FROM 07TIER PARTY OR PAR77ES IS PROHIBITED WITHOUT WRITTEN llvsm-'"ENIS 0600E5 NOT 'S1TTU7E A FIELD SU VEY ( CONSENT OF THE SIGNING PARTY OR PARTIES. AS 5JC%Imo\ REVISIONS DATE BY PLOT PLAN 1/17/06 JAM BRUNO P.S.M o PROFESSIONAL SURVEYOR and MAPPERF5670 STATE OF FLORIDA DATE OF SKETCH DRAWN CH CKED FIELD 1/ 17/06 BP JAM BY Df B BOOK N/A G,,,L CONSULTANTS, 11vC. AUTHORIZATION #LB5610 ENGINEERS SURVEYORS PLANNERS 2603 MAITLAND CENTER PARKWAY • SUITE C MAITLAND, FL 32751 407) POMPANO BEACH ORLANDO TAMPA JUPITER WWW. M -POMPANO COM WwW.CCt- ENGLEKAY' S LANDING PHASE 1 BEARINGS BASED ON THE WEST LINE OF 771E NORTHEASTNATIONALFLOODINSURANCEPROGRAM 114 OF SECTION 34. COMMUNITY NUMBER 12117C TOWNSHIP 19 SOUTH, RANGE 30 EAST, PANEL NUMBER 0040 E SEMINOLE COUNTY, FLORIDA, BEING MAP REVISION 417711995 N0074'40"W, AN ASSUMED MERIDIAN ¢ FLOOD ZONE A NO BASE FLOOD ELEVA77ON SHOWN. O INDICATES 5/8' IRON ROD SET WITH NUMBER L E G B N D L85610 CAP, UNLESS OTHERWISE NOTED I.B. a LICENSED BUSINESS 5 R- RADIUS N&D SET NAIL AND DISC LDN5610 L: ARC DISTANCE Am CENTRAL ANGLE PC POINT OF CURVATURE PCC = POINT OF COMPOUND CURVATURE CA/C AIR CONDITIONER SLAB PI v POINT OF INTERSECTION CENTERLINE PRC = POINT OF REVERSE CURVATURE D.E. - DRAINAGE EASEMENT IM00 PROPOSED LOT ELEVATION LM.E. LAKE MARITENANCE EASEMENT U.E. _ UTILITY EASEMENT F.F. . FINISH FLOOR SCALE: 1' = 30' I I I I L_v r t i 25' I 35.4 LOCATION SKETCH NOT T'#7 SCALE) II n T e Jc.vtv ! ` i S 89-52'58 W 130. O' r — N N 5' D.E.:15. 50 A/ r PADS 50.1731.00'MODEL:" SANTA BARBARA 11" 6 78.00' ELEVATION STONE" T A 50. 00' x 52.33 ) i" 203 1tsq.1L I" F. F. EL. 37.25' v 2.00' 0 Fy t O z. 60 Im IH F J-_----_ J tsy oz Ob I W f 1 1,30.00' I 25' o ci o v I I I LV ./ i1I LOT: 8, 392tsq. ft. y9 J r a T 36. 5 1 II OOI. NOTE: LEGAL DESCRIPTION.- BUILDING WILL BE STAKE AS SHOWWN >SsaN Z(o a (N1 ERUlUIJS Lot 47, Koy's Landing Phase 1, according to the Plot thereof, as recorded in Plat Book ?11 of Page ?—?7 of the Public Records, Seminole County, Florida. NOTES: (SKETCH AND LECAL ONLY, NOT A SURVEY) 1. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED 2. LANDS SHOIWV HEREoly WERE .NOT ABSTRACTED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS BY CCL CONS[ILTANPS ,W- FOR [' Sl lfiS A]VTT- DRAWTNG, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL RIGHTS -OF -WAY OF RECOR ; PURPOSES ONLY AND IS NOT VALID. ADDITIONS OR DELETIONS J. DATA SHOVYN H,E WiS COMPILED FROM OTHER TO SURVEY MAPS ORREPORTSBYOTHERTHANTHESIGNINGINSM"7MENTS 0 DOES NOT SITIU7E A FIELD OR PARTIES IS PROHIBITEDWTIHOUTWRITTENASWCH. :' CONSENT OF THE SIGNINGPARTYORPARTIES / REVISIONS DATE BY PLOT PLAN 1/17/ 06 JAM BRUNO P.S.M 0 o PROFESSIONAL SURVEYOR and MAPPER 5670 STATE OF FLORIDA CL Z DATE OF SKETCH DRAWN CH1ECKED FIELD 1/17/06 BY JAM BY DMB BOOK N/A 2 ZxV zr4 Z Y Roof Bcam .: 2X7 sit-in SWF Beam:!;: 2x5501B LWP • Be am 5 : 2xFS 1lIB pul, BeCtim :2x PB AL-1 Itli . T 480 " yo. i 79. 666.. A N IA N N N N Ll M T Ov f SiCLC -- l.aof 78. 000 — tom. 812.: lf5a' 1 480.0001, January 01, 2006 LAWRENCE E. BENNETT, P.E. P.O. BOX 214368 SOUTH DAYTONA, FL 32121 386-767-4774 TO ALL BUILDING DEPARTMENTS Re: Master File Engineering ALUMINUM STRUCTURES DESIGN MANUAL" 2004 edition & 2006 edition Dear Building Official/Plans Examiner, This is to certify that the following contractor/companyisherebyauthorizedtousemy2004ed "ALUMINUM STRUCTURESDESIGNMANUAL" during the year 2006. When we publish anddistributethe2006edofthe "ALUMINUM STRUCTURES DESIGN MANUAL", they will be authorized to use that manual for the remainder of 2006. Our authorization is based on a January to January basis requardlessoftheeditionofthemanual. This authorization also applies tocontractormasterfiledrawings, "ONE PERMIT ONLY" drawings or anysitespecific" drawings that I may furnish the contractor. Bernie Duncan SCC131149580 Dulando Screen & Awning 835 Sunshine Ln Altamonte Springs, FL 32714 They are hereby added to my 2006 MASTERFILE LIST Should you have any questions please contact me at yourconvenience. Sincerely; f\ ' r r • .. '. t'r tea. r'. .• Lawrr, e -+ E :Be ett"P.E. #16644 t . tip' , S•,• tr i".y''; `' - Y SCREENED ENCLOSURES SECTION 1 Y- W -• PURUNS (TYP.) i SCREEN (TYP.) h CABLE CONNECTION 9 SEE DETAILS SECTION 1 H ALTERNATE CABLE SEE TABLE 1.3) 1 1" x 2" (TYP.) GRADE K-BRACING (OPTIONAL) CABLE CONNECTION GIRT (TYP.) - (SEE DETAILS SECTION 1) TYPICAL DOME ROOF - ELEVATION SCALE: N.T.S. EXISTING STRUCTURE ALUMINUM BEAM TABLE 1.1 OR 1.8) L SIZE MEMBERS PER APPROPRIATE TABLES I H I RISER WALL WHERE REQUIRED PURUNS (TYP.) DIAGONAL ROOF BRACING SEE SCHEMATIC SECTION 1) CABLE BRACING K-BRACING (OPTIONAL) -J iT Ldol GIRT (TYP.) SCREEN (TYP.) j SW ALUMINUM COLUMNS (TYP.) TABLE 1.3 OR 1.5) PERIMETER WALLS FRAMING 1" x 2" (TYP.) (SEE TABLES 1.3 AND 1.4) TYPICAL DOME ROOF - ISOMETRIC SCALE: N.T.S. CONNECTION DETAILS AND NOTES ARE FOUND IN THE SUBSEQUENT PAGES. Lawrence E. Bennett, P.E. FL * 16644 CIVIL BNGJNE-R-DEVaCPMENTCONSULTANT P.O. 3OX 21436E, SOUTH OAYTONA. FL 32121 TELEPHONE: (386) 767.A774 FAx (3E6) 767 COPYRIG0a PACE HT20 NOTTO BE REPRODUCED IN WHOLE OR IN PART WITHOUTTHE WRiT-N PERMISSION OF LAWRENCE E. BENNETT. P.E.1-3 SECTION' 9 I SCREENED ENCLOSURES Table 1.1 Allowable Spans for Primary Screen Roof Frame Members Aluminum Alloy 6063 T-6 For Areas with Wind Loads up to 150 M.P.H. and Latitudes Below 30'•30'.00" North (Jacksonville. FLl Hollow Sections Tributary Load Width 'W' = Beam Spacing 3'-0" 4'-0" 1 5'-0" I 6'-0" 7'-0"1 8'-0" 1 . 9'-0' Allowable Span 'L' / bending 'b' or deflection 'd' 2" x 2" x 0.044" 9'-10' b 8'-7" b 1 7%8" b I 5'-11" b o'-6" b 1 5'-1" b 5'-8" b 2" x 2" x 0.055" 10'-9" b 9-4- D 1 8'-4' b 1 7'.7" b 7'-1" b 6'-7" b 6'-3: b 2" x 3" x 0.045" 13'=" b i t :T' b 10'r1" b 9'.5" b 4'.9" b 8'-Z' b 1 71-8" b 2" x 4" x 0.050" 14'-8- b 12-8' b 1 i' 4" b 10'-A" b 9'-7" b 8'- t 1' b 8'-5" b Self Mating Sections Tributary Load Width r' = Beam Spacing 3'-0" 4'-0" 1 5'-0" 1 6'-0" 7'-t)" 8%0" I Allowable Span 'L' / bending 'b' or deflection 'd' 2" x 4" x 0.0d4 x 0.100" 19'-11' b 1 TA" b 1 15'-6' b 1 14'-Z" b 13'-1 " b 12'.3' b 2" x 5" x 0.050" x 0.100" 24'-9" b 21'-5- b 1 19.2" b 117'.6' b 6'-2" b 15 --" b 14'-3- b 2" x 6" x 0.050" x 0.120" 28'-7" b 24'.9' b 22'-2' b 20'-3- b 8'-9" ..b 17'-6- b 16'.6- b 2" x 7" x 0.055' x 0.120" 9 32'-3' b 27'-11" b l 24'77b 22'-9' b 21'-1" b 19'-9" b l 18'.7' b 2" x 7" x 0.055" w/ insert 142'-10" b 37'-1' b 33'-2" bT 30'-4' b 26'-1" b 26'-3' b 24'•9" b 2" x 8" x 0.072" x 0.224" 1 41'-T" b 36'-1" b 32-3" b 1 29'-5' b 1 27-3" b 1 25-6 b 24'-0- 2" x 9" x 0.072" x 0.224" 45'-1' 0 39'-1" b 34'•17" is i 31'-11" b 2V-5- D 27'-a" 0 25'•1" jb 2" x 9" x 0.082" x 0.31 D" 49'-6' b 142'-11' b 38'-4' b 35'-0" b 32'-5" C 37-4" b 28'-T" 2" x 10" x 0.092" x 0.369" 1 59'-0' b 51'.7' b 46'-1' b I 42'-1- b 1 33%11" b I 36'-a b 357 b Snap Sections Tributary Load Width 'W' - Beam Spacing 3'- 0" 4'-0" 1 5'-0'" 6'-0" I 7'-0" 1 8'-0" 9'.0" Allowable Span 'L' / bending 'b' or deflection 'd' 2" x 2" x 0.0d4" 11'-9" b 10'-Z" b 1 9'-1" b 1 8'-4" b 7'-S" b 1 7'-2" b 6'-9" b x 3" x 0.045" 15'-1' b l 13'-1' bj 11.8' b 10'-8". b 9'-10" b 1 9'-3- b 8'.8- b 2" x 4" x 0.045" 18'-5" b 1 15'-11" b 1 14'-3" b 113'-0' b 2'-1' b 1 11'-3" b l 10'-8" b 2' x 6" x 0.062" 31'-3' t 2T-1" b 1 24'.2" b l 22'.1" b 30'.5" b 19'-2' b 18'-0" b 2" x 7" x O.D62" 34'-9" b 30'-1' b 26--11" b 124'-7" b 2 ..g_ b 2V-3 b 1 20'-1" b Note: 1. Thicknesses shown are 'nominar industry standard tolerances. No wall thickness shall be less than 0.D40". 2. The structures designed using this section shalt be limited to a maximum combined span ano upright neight of 55' and a maximum upright height of 20'. Structures larger than these Omits shall have site specific engineering. 3. Spans are based on a minimum of 10P I SG. Ft. for up to a 150 M.P.H. wind loac. 4. Span is measured film center of beam and upright connecIon to fascia or wall connection. 5. Above spans do not include length of knee brace. Add horizontal distance from upright to center o; zirace to beam connection to the above spans for total beam spans. 6. Purim spacing shall not exceed 6. 8" . For beam spans greater than 40'-0' the bean: at the center;urlin and one purtin for each 14'-0' on each side of the center purtin shall include lateral bracing as shown in detail (48'-0") span with purfins at 8'- 8" o.c. center purtin and.(2) purfins each side of center purtin need lateral bracing. 7. Spans may be interpolated. Example: Max. 'L' for 2' x 4' x 0.050' hollow section with 'W' _ -0" = 1 V-4" Lawrence E. Bennett: P.E. FL r 10-644 U12 ENGINEER - DEYr=+OPMFN7 cONsuLTANT P. O. Box 2%wa. souTM DAYTONA, r 3212' TELEPHONE ( 386) 767-4774 FAX: ( 386) 757.55% PAGE J I 1.56 ®GOPROT 70 BE 7WGMT2004 REDROOUCZO IN WHOLE OR 1N PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETr. P.E. SECTION 1 SCREENED ENCLOSURES Table 1.3 Allowable Post ! Upright Heights for Primary Screen Wall Frame Members Aluminum Alloy $063 T-6 For 3 second wind gust at velocity of 120 MPH or an applied load of 14 4 I so. tL' Hollow Sections Tributary Load Width 'W' = Upright Spacing T-O" 4'.0" 1 5'-0" 6'-0" 7'-0" 8'-0" Allowable Height 'H' / bending'W or deflection 2" x 2" x 0.044" 8'-t' b 7'-3" b ff b 1 5-11' b 5'-6" b b-- 0" b 2" x Z" x 0.055" 9'-1' b 7'-11' b 7'.1" b 1 6'-5- b F-11- b 5'-7" b 3' b 2" x 3" x 0.045" 11'-3" b 9'-9" b 8'-9" b 1 7'-11" b 7' 5" b o'-' - b 4" b 2" x 4" x 0.050" 12'-5" b 10'-9' b 9'-T' b I 8'-9" b 8'-1" b 7'-7" b 7'-2-b Self Mating Sections Tributary Load Width 'W' = Upright Spacing 3'-0" 1 4'-0" 1 5'-0" 1 6'-0" 7'-0" ki 6'-0" 1 9.0" Allowable Height'H' I bending V or deflection 2" x 4" x D.D44 x 0.100" _ t 16'-11' b 14'-8" b 17-1' b 11'-11' b 11'-1" b 10'-4" b 9'-9' b 2" x S" x 0.050" x 0.100"- ' 27-11' b 18'-1' b 16'-2" b 14'-9" b 13'-8" b 17-10" b 1" b 2" x 6" x 0.050" x 0.120" 24'-2" b 27-11" b 18'-9" b 17'-1' b 15•10" b 14'-10" b 1; •11' b 2" x 7" x 0.055" x 0.120" 27'-3' b 23'-7" b 21'-V b 19'-3" b l 17'-10" b 6'-0" b 1 6-9" b 2' x 7" x 0.D55" w/ insert 36'-3- b 31'.4" b 24'-1" b 25'.7" 22'-2' b 11" b 2" x 8" x 0.072" x 0.224" 35 -2' b 37-6' b 2''•3" b 24'-10" 2 :'-S b 2" '-1" b 2" x 9" x 0.072" x 0.224" 38'-2' b 33'-0" b 29'-0' b 26'-1 V M11 23'r4" b 22'-0" b Z" x 9" x 0.082" x 0.310" 41'-10' b 36-3- b 32-5' b 29'-7" 25'-6" b 2" b 2" x 10" x 0.092" x 0.369" 1 50'-t' b 43'.7" b 38'-11' b 35'-7" 30'-10" b 25'-1" b Snap Sections Tributary Load Width'W'= Upright Spacing 3'-0" 4'-0" 1 T-0" 1 6'-0" 1 7'•0" 1 8'.0" 1 9'.0" Allowable Height 'H' / bending 'b' or deflection 'd' 2" x 2" x 0.044" 9'-11" b 8'.7- b 7•$" b 1 7'-0' b 6'-6" b 2" x 3" x D.045" 12'-9" b 1 1'-0" b 9'-10' b T-0" b 1 8'-4- D I T50" b T-4- b Z" x 4" x D.D45" 5'-7" b : i b 12'-1" bf 11'-0" bf 10'-2" b 1 9' b o"- b 2" x 6" x 0.062" 26'-5" b 22'-10" b 20'-5" b 18'-8' b I 1 T-3' b 1 16'-2" b 3" b 2" x 7" x 0.062" 29'-5" b ( 25'-5" b 22'-9" b 20'-9" b 1 19'-3" b 117'-1 V Of 15 -11" b I - I -or allowable ne ghts at wind velocities other than 120 MPH, see conversion table 1A on the specification page fll for tables at the beginning of this section and example below. Note: 1. iruau+esses snown are 'nominar' incusvy stancam tolerances. No wail inicKness snail oe less than O.W-. 2. Using screen panel width W select upright length'K. 3. Above heights do not include lenoth of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 4. Site specific engineering required for pool enclosures over 20' in mean roof height. S. Height is to be measured from center of beam and upright connection to fascia or wall connection. 6. Chair rails of 2" x 2" x 0.044" rnln, and set @ 36" in height can be considered as residential guardrails provide: they are attached with min. (3) #10 x 1-1/2" S.M.S. into the strew bosses and do not exceed 'V-0" in span. 7. Heights maybe interpolated. CHECK TABLE 1.6 FOR MINIMUM UPRIGHT SIZE FOR BEAMS. 1F SPANS FOR; C' EXPOSURE CATAGORY ANDIOR WINDZONES OTHER THAN 120 MPH ARE REQUIRED, SEE EXAMPLE ON SPECIFICATION PAGE FOR TABLES AT THE BEGINNING OF THIS SECTION. Lawrence E. Bennett, P.E. FL # 16644 CA17L ENGINEER - OEVELOPMEvr CCNSMTANT P.O. BOX 214358. SOUTH OAYTONA FL 32721 TELEPHONE: (3e6) 767-4774 rAx: (386) 767-6M PAGE I r III © COPYRIGMT2N4 1 "$ NOT TO Be REPR000CED IN WMCL= OR IN PART WITHOUT THE 'NRIT cN PERMISSION OF LAWRENCEE E 9ENN`'T. PZ SCREENED ENCLOSURES I SECTION 1 Table 1.5 Minimum Upright Sizes and Number of Screws for Connection of Roof Beams to Wall Uprights or Beam Splicing Beam Size 3" Upright Size 2" x 3' Minimum Purlin, GirtDeck 8 Knee grace Size" `Anchors Z" x "x 0.0d4- Notes I Full Lao Minimum Number of Screws' x8 x : ;" 910 x #12 x Ya" 6 seam Stitching Screw @ 24" O.C. 2" x 4• Z" x 3" 1 2" x 2' x 0.044" 2 Full Lao 8 6 a x8 2' x 4" 2' It 4' 2' x 2" x 0.044" 2 Full Lao 8 6 4 10 2" x 5" r x 3' z 2" x 0.^sj" x =' x C."v=- FUII Lan t d Lac I 8 6 g o 8 ol0 2- x 6- x 4" 2" x 2' x 0.04-V Partial La= 10 3 I o ct0 2" z 8" x"x 0.04-2" Paniai Lao 15 1' 12 ate z 6 ! x 3" x 0.045" artist Lea 18 16 1a f:ta x- x 0.030" I Farrar La;.' 2: 1 ld 16 r4 x10" 2-x8• x0.^5C" C 1a artral L.,.,a- 20 18 16 a1a Screw size I Minimum Distance and Spacing of Screws I Ioe To Center I Center To Center Gusset Plate Thickness . Beam Size Thickness x 7' x 0.055" x 0.120' i 1/16" = 0.053" I -_ t 0 3•3• 3lt 12" x 8' x 0.0T2" x 0.224" 1/8" = 0.125' t2 t:-• I 1" 2" x 9" x .07z• z o.2z4" 1/8" = 0.125" ts or t:a- 3'---c_t: 1 2' x c" x 0.132' x 0.306" 1/8" Q.t25" sn5" I 7/8' I t-3/4" 2" x 10" x 0.092' x 0.359" 114' a 0,25" 3? 8" 2" Refers to each side of the connection of the beam and upright and each side of splice connection. 0. 082" wall thickness, 0.310" flange thickness Note: 1. Connection of 2' x 6" to 2" x 3' shell use a `•!! h^ c_t ar t!+5' a''sset ;late. 2. All gusset plates shalt be a minimum of 5052 H-32 Alloy or have a minimum yield strength of 23 ksi. 3. For beam splice connections the number of screws snown is the total for each splice with 112 the screws on each side of the cut, 4. The number of screws is based on the maximum allowable moment of the beam. S. The number of deck anchum is based on RAWL R Tapper allowable load data for 2,500 psi concrete and / or equal anchors may- beused. The number shown is the total use 112 per side. 6. Hollow splice connections can be made provided the connection is approved by the engineer. 7. If a larger -than minimum upright is used the number of sc.•ews is the same for each splice with 112 the screws on each side of the Cut. 8. All beam to upright connec5ons for 2' x i beams or larger shall have an intemai or external gusset plates. Gusset plates are required for mansard or gable splice connections. 9. For gusset plate connections 2' x w beams or larger use 3/4• iono screws. I o. The srae wart upright snau nave a minimum beam size as snown above, ie., a 2' x 4" upright shall have a 2' x 3" beam. 11. Connect beam to upright w/ H-bar, gusset plate, or angle clips for each splice with 112 the screws on each side of the cut 1 Z. For girt size use upright sizes (i.e. 2' xo'). Read the 2" xo' beam row for min. girt of 2' x 2" x 0.044". Table 1.7 Minimum Size Screen Enclosure Knee Braces and Anchoring Required K Aluminum 6063 T-6 Brace Length I Extrusion Anchoring system 0' - 2'-0' 1 2' x 2' x O.OdW 2' H-Channel With (3) #10 x 1f2" 5ACH SIDE A To 3'-0" 2" x 3' x 0.045" 2' H-Channel With t3 #10 x 1lr' SACH SIDE To 4'-6' 2" x 4" x 0.044" x 0.i2" 2' H-Charnel With (4) 3/4' long screws size to be determined by beam see, see table 9.6) toee i acre !.0 nor Numoer And Size Ot 5crews) Note: 1. For required knee braces greater than a'-S" contact engineer for specifications and details. 2. Cantiievar earn oetail snown on page 1-52 shali oe usea for hest structure artachment wnen knee brace length excaecs4'{". e C COPYRIGHT 2004 Lawrence E. Bennett, P.E. FL 7 16644 CIVIL ENGINEER - DEVELOPMEhrrCONSULTAHr P. O. Box 214368, SOUTH DA"TONk FL 32121 TELEPHONE: ( 386) 767-4T74 FAX: ( 3W) 767-6556 PAGE NOT TO 39 REPR000CED IN WHOLE OR IN PAP.T WITHOUT THE WRTT=N PERMISSION OF IAWRENcE E. SENNE TiT. P.E. 1 1 -61 SECTION .1 2"x4"OR2"x6' SELF MATING BEAM 1' x 2" SNAP SECTIONS ATTACHED TO 2" x 2" W/ 10 x 1-1/2' S.M.S. @ 24" O.C. OR CONTINUOUS SNAP SECTIONS OR <x 3" (4) SPLINE GROOVE SECTION V x 2" OPEN BACK FASTENED TO POST W/ (2) #10 x 1-1/2" S.M.S. ATi ACH 2" x 2" PURLINS TO SELF MATING BEAMS W/ (2) 10 x 1-1/2" S.M.S. INTO SCREW BOSSES SCREENED ENCLOSURES I' MINIMUM POST SIZES. REQUIRED FOR EACH BEAM SIZE (SEE TABLE 1.6) gEP ALTERNATE FLAT ROOF SELECT FASTENER SIZE, NUMBER AND PAT -FERN SEE TABLE 1.6 & 9.5A OR 9.5B) 2" x 3" HOLLOW OR SNAP SECTION SLOPING BEAM TO UPRIGHT CONNECTION DETAIL (PARTIAL LAP) SCALE: '3" =1'-0' Lawrence E. Bennett, P.E. FL # 1664A CNILEdGINE R.DL-VaOPM&(rCONsucTANr P.O. BOX 21436B. SOUTH OAYTONA. FL=21 TELEPHONE: (388) 767-4774 FAN. (386) 787-0% PAGE COPYRIGHT 20" 1-8 NOT TO BE REPROOIICED IN WHOLS OR IN PART WITHOUT 174E WRrrry P=.RMISSION OF LN.NRE`10E = SENNETT. P.E SCREENED ENCLOSURES' STRAP SUPER OR EXTRUDED GUTTER OST STR CTURE SPACING 12 + SPACING / Z SPACING 12 4- SPACING / 2 {- BEAM SET SPACING BEAM SET SPACING - SECTION 1 I STRAP LOCATION FOR SUPER OR EXTRUDED GUTTER REINFORCEMENT SCALE: 3/8" = V-0" 2" x _' x 0.050" STRAP @ EACH BEAM CONNECTION AND @ 112 BEAM SPACING W./ 42) S.M.S. PER STRAP SEE SECTION 9) ALTERNATE 2" S.M.S. OR LAG SCREWS i TRANSOM (SEE SECT ION 9) I UPRIGHT i I \ 6 E A\ E SUPER OR EXTRUDED GUTTER ANGLE OR RECEIVING CHANNELL 1SEE SECTION 9 FOR DETAILS) SELF MATING BEAM SIZE VARIES) MAX. DISTANCE FROM FASCIA TO HOST STRUCTURE WALL BEAM CAP "`-"'- 24" WITHOUT SITE SPECIFIC SCREW PATTERNS MAY VARY ENGINEERING I SEE TABLES OR NOTES FOR SIZE AND NUMBER OF SCREWS) SELF MATING BEAM CONNECTION TO SUPER OR EXTRUDED GUTTER SCALE. 3" = V-0" Lawrence E. Bennett, P.E. FL # 10644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX Z143W. SOUTH DAYTONA. FL 32121 I. PHONE. (386) 7E'-774 FAX: (386) 7674W6 PAGE COPYRIGHT 2D" III{ NOT TO BRE EPRODUCED IN WHOLE OR IN PART Wr1}IOUTTHE WRRTEN PERMISSION CF LAWRENCE E. JENNEi 7. P.E.1 -21 SECTION 1 2 x 6 BEAM - SCREEN ROOF 459 ; 2) 2" SCREWS SEE SECTION 9 FOR SIZES) 2" STRAP - LOCATE AND FASTEN PER STRAP LOCATION DETAIL PAGE 1-21 REQUIRED KNEE BRACE MINIMUM SIZE AND CONNECTION (SEE TABLE 1.7) KNEE BRACE ATTACHMENT 6" ABOVE TOP OF GUTTER MAX) 2" x 2" ANGLE WITH j4) 3-ivi.S. SEE SECTION 9 FOR SCREW SIZES) EACH SIDE TO BEAM TO SUPER OR EXTRUDED GUTTER FASCIA AND SUB -FASCIA SCREENED ENCLOSURES J W i 6 aau, I9 lee COMPOSITE 2" x 3" EAVE GIRT SCREW SIZE SEE TABLE 1.6) i POST SEE TABLE t.3)' SCREEN MAY FACE IN OR OUT) IF KNEE BRACE LENGTH EXCEEDS TABLE 1.7 USE - CANTILEVERED BEAM CONNECTION DETAILS u SUPER OR SOFFIT 1 EXTRUDED 6 GUTTER I I MAX. DISTANCE TO HOST STRUCTURE 24" WITHOUT SITE SPECiFiC ENGINEERING SUPER OR EXTRUDED GUTTER i RISER (OR TRANSOM) WALL AT FASCIA - DETAIL 2 SCALE: 3" = V-0" Lawrence E. Bennett, P.E. FL -T"r 16644 CML ENGINEER - OEVELOOA4NT CDN5ULTAN7 P.O. BOX 214368. SOUTH DAYTON& FL 32121 ' TEl_PHoNE: (386) 767-4774 FAX: (386)757—SSW s 1 PAGE Ij © CCPYRIGHTID04 1-26 NOT TO 3E REPRODUCED IN WHOLE OR (N PART WITHOUT THE WRrTTEN Pqjk855QN OF (AWRENCE E SENKETT. PZ i SCREENED ENCLOSURES I SECTION 1 1 HOST STRUCTURE ELEMENTS BRACED BY0PANELS / ELEMENTS DIAGONALS UNBRACED BY HOST ALTERNATE BRACINGSTRUCTURETOBEBRACEDPATTERN. CORNER BRACESBYDIAGONALSIN STILL REQUIRED PERIMETER PANELS (MIN.) ELEMENTS BRACED BY HOST 0 ORCABLE IN STRUCTURE CONNECTION IN WALLS) IN WALLS) ' BEAMS AND i OR PURLINS Y z Oz N J LU =a cc 1 r. I TYPICAL LAYOUT BEAMS OR PURI-INS I CABLE OR CABLE OR K-BRACING K-BRACING IN WALLS) (IN WALLS) EACH DIAGONAL TO BE 2 x 2 (MIN) ROOF DIAGONAL, FASTENED EACH END W/ (2) MEET WALL AT WALL BRACING EACH #10 S.M.S. (MIN.) AT CORNERS (TYP.) POOL ENCLOSURE SCREEN ROOF MAY BE FLAT, GABLE, MANSARD, DOME, OR HIP) POOL ENCLOSURE DIAGONAL BRACING - SCHEMATIC PLAN VIEW SCALE: 3/8" = V-0" Lawrence E. Benne L, P.E. FL m 1664-4 VvlL ENGnvE R - OEVELOPUSW CONSULTANT O. sox 214M. SOUTr. DAYMM. FL 32t21 TELF-PHONE: (366) 767-477a FAX: (386) 767-GSW I PAGE Q COPYRIGHT 2O04 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRIT MN PERMISSION OF LAWRENCE S. BE .. P.E. 1 -39 SCREENED ENCLOSURES 5) #10 S.M.S. (MIN.) - 1/8" x 1-1/2" x 8" FLAT BAR 9 SECTION 1 0.125" PLATE OUT ON i 459 ANGLE I •- EYE -BOLT OR TURNBUCKLE FOR A CABLE TENSION STAINLESS STEEL (SEE TABLE) PERIMETER FRAMING L MEMBER TYPICAL CABLE CONNECTIONS AT CORNER - DETAIL 1 SCALE: 3" = l'-0° I A ALTERNATE: USE (1) 114"x 1T1/4"FENDER WASHER EACH SIDE OF FRAME MEMBER I EITHER A OR B V x Z' x 0.125" CLIP AND (4) 10 x 314" S.M.S. EACH SIDE FOR CABLES 4MPS REQUIRED 1 I I MIN. 114" EYE BOLT. WELD EYE CLOSED (TYP.)' ALTERNATE TOP CORNER OF CABLE CONNECTION - DETAILIIA SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. FL r 16W. CNIL ENGINE R - DEVELOPME)kri CONSULTANr P.O. BOX 2u368. SOUTH DAYTONh FUZZ Tc;:?HONr: (388) 767177& FAX: (386) 767-650 I PAGE COPTRIGHT29W NOT TO BE REPROOUCEDD IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMWON OF LAWRENCE BENNETf• Pz 1 141 m SECTION 1 SCREENED ENCLOSURES MIN. 3-314" 4" NOMINAL) SLAB MIN. (2) 1/4" OR 5/16" x 1-3/4" MIN. 5d CONCRETE ANCHORS ALTERNATE CLIP: a `' a 3" ASTM A-36 MIN. 5 PRESSED STEE: CLIP TYPICAL CABLE CONNECTION AT SLAB DETAIL - DETAIL 2 SCALE: 3" ANCHOR PERTABLE 9-1A MIN, SHEAR 6079 FOR 3132" CABLE SLAB FOR 1/8" CABLE SHALL AND 902# FOR 1/8" CABLE HAVE A THICKENED EDGE TO FOR 3132" CABLE 5115" x 2" ;O ACHIEVE 5d MIN. AND A 3/8" x CONCRETE ANCHOR Wl 2' 2" ANCHOR CABLE THIMBLE.AND WASHER. rP O. I 5d (MIN.) 3-912" (4" NOMINAL) I j SLAB (MIN.) 2500 P.S.I. CONCRETE 6 x 6 -10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE ALTERNATE CABLE CONNECTIONS AT FOUNDATION - DETAIL 2A SCALE: 3" = T-0" Lawrence E. Bennett, P.E. FL I,"r 16644 CIVIL, ENGINE.7t - OEYELOPUc-Nr CONSULTANT P.O. BOX 214368. SOUTH DAYTONA. Fl. 32121 TELEPHONE: (386)767-4Ta FAX: (356) 767455% PAGE COPYRIG 200A 1-42 NOT TO SE REPRODUCED IN WHOL= OP. IN PART WITiiOUT THE WRr i FN FORMISSION OF UWR= V CE = Bc ETT• RE SCREENED ENCLOSURES SCREWS OR THRU-BOLTS SEE SECTION 9) 1" x 2" EXTRUSION ANCHOR TO CONCRETE W/ CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AND @ 24" O.C. MAX SELECT CONCRETE ANCHORS FROM SECTION 9 SECTION 1 POST SIZE 2", x 4" MAX. MIN. 3-1/2" SLAB 2500 P.S.I. CONCRETE 6x6-10x10 WELDED WIRE MESH OR FIBER MESH CONCRE T E SIDE WALL POST TO PLATE TO CONCRETE DETAIL SCALE: 3" = V-0" 2" x 2" x 0.063" ANGLE EACH SIDE ATTACH TO POSTAND CONCRETE @ LOAD BEARING WALL W/ (2) MIN. S.M.S. (PER SECTION 9) EACH SIDE MIN. 3-112" SLAB 2500 P.S.I. CO,ICRc 6 x 6 -10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE ANGLES AS SHOWN ABOVE MAY BE USED TO CONNECT CHAIR RAILS AND PURLINS I I POST SIZE 2" x 4' MAX. SEE TABLE) 1" x 2" EXTRUSION -ANCHOR TO CONCRETE W/ CONCRETE ANCHORS 6" MAX. EACH SIDE OF EACH POST AND @'24" O.C. MAX. OR THROUGH ANGLE AND @ 24" O.C.•MAX. SELECT CONCRETE ANCHORS FROM SECTION 9 SIDE WALL - ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL SCALE: 3" = V-0" Lawrence E. Bennett, P.E. FL ? 16044 CML ENGWEER - DEVELOPMENTCONSULTANT P.O. BOX 214368. SOUTH OAYTONA. FL 72-.21 TEL_rPHONE (386) iS7-4"4 FAX: (386) 76T 65% PAGE COPYRIGHT 2V.A NOT TO BE REPRODUCED IN WHOL— CR IN PART wMmOLT T HE WRIT T=.PEERMISSION PMISSIONOF LAWRENCE E SENNT. P.E. 147