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HomeMy WebLinkAbout105 Country Pl 04-685 new screened patio additionf \ D Permit # Job Address: enLLr Description of Work:u Historic District: Gonmg: CITY OF SANFORD PERMIT APPLICATION Il Value of Room Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing[New Residential: # of Water Closets Plumbing Repair — Residential or Commercial _.. Occupancy Type: Residential _ Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for oilier than X) Contractor Name & Address: Phone & Fa :40*• 3'cM- ¢S161Q lc 332-029 Contact Person: Bonding Company: Address: Mortgage Address: Attach Proof of Ownership & IT) 1 nc A poc ---------- State License Number: As I oil 111,P_ IY CiIQ —Phone:3 r6s,SO Architect/trigmeer: ruone. Address: Fax: ZUUj Application is hereby made to obtain a permit to do the'work=and inst of ps as indicated. I certify that"no work or installation has commenced prior to the issuance of a permit and that all work will be perform`ed-twrrreet standards of all laws regulating construction. -in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING. RR W L Wat NACES,.aOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. 7. OWNER'S AFFIDAVIT: I certify that all of the foregoing inform will be done in compliance with all applicable law; regulating construction and zoning. WARNING TO OWNER: YOUR FAILTO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOHR ].'A Y I NG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IT 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 recnrds of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit i verification that 1 will notify the owner of the property of the Signature of Owner/Agent Date Prin caner/A ent's Na Signature of N , -State of to da bate ecky Owner/Agent is , Personally Kno n to M q My Com DDINKMactor/Agent is _" Personally Known t Produced ID ' F1 Expires February 14, 208 Produced ID 0' APPLICATION APPROVED BY: 13ld t-L__U—t'0_Zoning: Initial & Date) Special Condition,. x4 ia5 Date J-116 D Becky Rogers MY Commission DD180133 Expires February 14, 2007 Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) POWER OF ATTORNEY DATE: I hereby name and appoint of Affordable Screen & Patio Inc. to be my lawf l I Attorney -In -Fact to act for me and apply to the (-8, Building Department for a permit for work to be performed at a location described as: Parcel ID iv- -5ou-dnupmo (;C'. Lot 5 Block Subdivision: 1 he t, -, 0 IDSS ) 1\ e\_ capr , n ' address of ,Job) T f_ Owner roperty & .address) and to sign my name and do all things necessary to this appointment Type and,Kint name of Certi 00.0. 019 ntractor ified Contractor The foregoing instrument was acknowledged before me this who is personally kn n to me. who produced A/ 4- - as identification and who did not take an oath. State of Florida County of Orange Notary Signatur, Date: / Y Rogers S :1 I) MY Commisslon'00180133 R a"" Expires February 14, 2007 Seminole Count) Property Appraiser Get Information by Parcel Number Page I of 1 PARCEL DETAIL rt ] Back - wrfikvngtic Coo. i tftt d Ft3 771 401-6615-79M 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 33-19-30-506-0000- Tax District: S1-SANFORD. 0050 Number of Buildings: 1 FARRINGTON Depreciated Bldg Value: $105,366 00- Owner. ROBERT G & VIVIAN Exemptions: HOMESTEAD Depreciated EXFT Value: $1,000 N Land Value (Market): $22,000 Address: 105 COUNTRY PL Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32771 Just/Market Value: $128,366 Property Address: 105 COUNTRY PL SANFORD 32771 Assessed Value (SOH): $96,275 Subdivision Name: COUNTRY PLACE THE Exempt Value: $25,000 Dor: 01-SINGLE FAMILY Taxable Value: $71,275 SALES 2003 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2003 Tax Bill Amount: $1,440 WARRANTY DEED 0411996 03071 1412 $110,000 Improved 2003 Taxable Value: $69,019 WARRANTY DEED 11/1985 01691 1275 $101,500 Improved DOES NOT INCLUDE NON -AD VALOREM WARRANTY DEED 03/1985 01624 1396 $109,900 Improved ASSESSMENTS Find Comparable Sales within this Subdivision LAND Land Assess Land Unit Land LEGAL DESCRIPTION PLAT Frontae De Method gpth Units Price Value LEG LOT 5 COUNTRY PLACE THE PB 26 PG 30 LOT 0 0 1.000 22,000.00 $22,000 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1984 7 2,416 1,783 SIDING AVG $105,366 $113,909 Appendage / Scift ENCLOSED PORCH FINISHED / 150 Appendage / Sgft GARAGE FINISHED / 483 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New FIREPLACE 1984 1 $1,000 $2,000 OTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem ax purposes. If you recently purchased a homesteaded property your next ear's propely tax will be based on JustlMarket value. re_web. seminole_county_title?parcel=33193050600000050&cpad=Countrn.&cpad_num=105&cctr—&ctotal=&cfparcel=3 319305i 11/7/03 Permit Number MARYANNE MORSE, CLERK OF CIRCUIT COURT Parcel identification Number : • Ib C,V005 COUNTYSF t?,. 136 PG 0500 Prepared by: h CLERK' S # 2003221879 RECORDED 12/16/2003 09:40a28 PA RECORDING FEES 6.00 REmRDED BY S O'Kelley Return o: OfC. O CS'e-eA e TLC b B' DV, CERTIFIED COPY MARYANNE MORSE NOTICE OF COMMENCEMENT CLERK of ciRcuiT COUMit9 SEMINOLE COUN FLOFb RCs> i State of County of vAt-1-4jo "r _ ri' ury cLErtK NQ Jb 2Q 3 The undersigned hereby gives notice that improvement(s) will be made to certain real property, and in accordance with Chapter 713, 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) LE i.. 1- 5 C,r lc ce h 1 os: COLLnAr -A'lae e PBaLe PL O gct,,QbrdI 3ar1i1 2. General description of Improvements Pc) i 1 I :X Y C(m,10, -Oi.w 1 d' n f 5 k aq Dame. go-l-e en tub Roo" 3. Owner information Name Rdvee+ Fc'.-rj n -180 Telephone Number, 4DI-30r.-2)aq Address JOS uyti:)w ce_ Fax Number jc , y rci 3a 7 Interest in Property: 4. Fee Simple Title Holder (if other than owner shown above) Name Telephone Number Address Fax Number 5. Contractor MrdAk e Name i7ol -BCV- 5a©l sa Telephone Number q07 63;L - S 10 CO Address O rlcatry d j `d`1 Fax Numberp poi O 1 c 6. Surety (if any) V Name Telephone Number Address Fgx Number Amount of bond $ 7. Lender (if any) Name Telephone Number Address Fax Number 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7., Florida Statutes. Name Telephone Number Address ; Fax Number 9, in addition to himself or herself, Owner designates the following to receive a copy 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 expiratio' n date is one year from the date of recording unless a differeent date is specified): Date Signed Signature of Owner Note: p §713.13(1)(g), "owner must sign .,.and no one else may bei permitted to sf n In his or her stead." Vj V, 4/) ' Sworn to and subscribed before me this /`' day of 20 (05 b / who is personally known tome OR L/, produc` as identification. Signature of Nota notdri s al to appear below) Form Revlsed:12100 for 19_ to 20 Becky Rogers My commission DD180133 4.,,jExpires February 14, 2007 rJ. 400.00' Q fit f 5200' laic 1 y OI O 2 e S U'!4'tNGOC CAOEMtNT•` IS'04k. tfrf/e7 a s Ile v np t. r tti I U Vttttrrr D+ i P 10600' D J ° ' IL' LbjL N00-00•r2c t 1--___i•c''li _5^ _ I \ J l`: I 106.C.' L:O 040 CAYEa N' _ A 57.OQ• - S7 00 32.00' Jess' U l I o •• i C Y f: t: SiNEl.jT n00'I 1'55-W_ x (- Ira pl 4 0 A z I$ 2 0 N.00•44,55'm O- J !' frI I ,• —`• O' J10- I( j z-INN1 . dO.00110' 0i926 U. T". 0000. ' ! y—l'.001IIt- I ' I 1— NOCNtNF ` S FN.OJJ. t: 9O0' 30. 00I NJctl' Z ' i:.uUO.-_ , 50"' oYr: I_. rC- y10Og• 6O,J0• D_ l9j0r5',,g•i' vrp. 00 xo oUnNO? d OJ:- Oo5•9i,0•3.' eNacercAZ= V4 1o4r' 4 43WJ9 f 05z.005" n OGC04N5 0 Je - bz oo l r2a ooozoo' Ow ^1. ; RJ• J j E NO Tip C 4' 00.0 00. CrtSC.) 1 f Tj u 3 CO L i u 106 C(x-%J(l Y66 C E DS 2- SCREENED ENCLOSURES I SECTION W PURLINS (TYP.) SCREEN (TYP,) CABLE CONNECTION SEE DETAILS SECTION 1) I I I i H i ALTERNATE CAELE SEE TABLE 1.3) .1 I I i 1" x 2" (TYP.) GRADE. K-BRACING (OPTIONAL) / CABLE'CCNNECTION GIRT TY JP.) (SEE DETAILS SECTION 1 ) TYPICAL DOME ROOF - ELEVATION SCALE:` N.T.S. EXISTING S T RUC T URE AL'-AllNU%l BEA i TABLE 1.1 OR ,,8) SIZE 1 EMS:E'--'S t' FFR APFRCFRIA T E TABLES H RISER WALL YVHE.RE QUIRED JRLINS (TYP.) AGCNAL ROOF BRACING EE SCHEMATIC SECTION 1) ELE BRACING K-ER,`,CIN G (OPTIONAL) GIRT; SCREEN S'iVJ ALUMINUM COLUMNS (TYP.) / \ aELE 1.3 -OR 1.6) PERAIETER WALLS FPA;MING 1 x 2' (TYP.) ( SEE TAELES 1.3 AND 1.4' PIC.A.L__D_Oh1.E__ROQF - ISOMETRIC- SCALE: N.T.S. CONNECT ION DETAILS AND NOTES ARE FOUND IN THE SLSSEQUENT PACES, Lawrence E. Bennett, P.E. J SCREENED ENCLOSURES SECTION 1 PANELS / ELEMENTS UNBRACED BY HOST STRUCTURE TO BE BRACED BY DIAGONALS IN PERIMETER PANELS (MIN.) ELEMENTS BRACED BY HOST QSTRUCTURECONNECTION BEAMS -AND /-OR PURLINS I' I HOST STRUCTURE OELEMENTS BRACED BY DIAGONALS ALTERNATE BRACING PATTERN, CORNER BRACES STILL REQUIRED CABLE OR K-BRACING IN WALLS) 9 o 0z_ J j TYPICAL LAYOUT BEAMS OR PURLINS I CABLE OR j CABLE CR 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. Bennett, P.E. CA IL ENGINE-.4 - OE_6 ELCPhl6vr CONSUL (AN P O Bee !13GB, SOUTH DAYTONA, FL 32121 E;.EPHCNF (3Htil 67-17'4 FAA 336) :67 d.i5<i 1-35 SCREENED ENCLOSURES SECTION 1 CABLE BRACING General Notes and Specifications: 1) The following shall apply to the installation of cables as additional bracing to DIACONAL bracing for pool enclosures: a) FRONT WALL CABLES - 7 x 7 OR 7 x 19 STAINLESS STEEL CABLE DIAiN,tETER TOTAL ALLOWABLE WALL AREA ' 3/32") 233 Sq. Ft. / PAIR OF CABLES 1/81, 445 Sq. Ft. / PAIR OF CABLES I U I AL WALL AREA = 1000% OF FRONT WALL + 50% OF ONE SIDE WALL EXAMPLE: FRONT WALL AREA @ 100% (8' x 32') = 256 Sq. Ft. SIDE WALL AREA c@. 50% (8' x 20') = 80 Sq. Ft. TOTAL WALL AREA =, 336 Sq. Ft. 233 Sc. Ft. x 2 sets = 466 Sq. Ft. > 336 Sq. Ft.- thus Iwo sets of 3/32" cables is required. b) SIDE WALL CABLES - 7 x 7 OR 7 x 19 STAINLESS STEEL CABLE DIAIAETER SIDE WALL CABLE " 3/32" i ONE PER 233 Sq. Ft. OF WALL I Va" ONE PER 445 Sq. Ft. OF WALL SIDE WALL CABLES ARE NOT REQUIRED FOR SIDE WALLS LESS THAN 233 Sq. Ft c) To calculate the required pair of cables for free standing pool enclosures use 100°'o of each wall area & 50% of the area of one adjacent wall. NOTE: For wall 7ieights greater than 9'-8", a minimum of (2) wall cables are required. Lawrence E. Bennett, P.E. CAA EN( -,;NEE., OE': ELCP%tE,V r CONSUL —IN r P ik 9CN : l 1,168, SCO iH AYMNA. FL 12 ! _ 1 f'H('Nf: -1, : d 37 SECTION 1 SCREENED ENCLOSURES 5) 110 S.M.S. (MIN x 1-1 /2" x 8" FLAT 0.125" PLATE OUT C I+ 45' ANGLE EYE -BOLT OR TURNBUCK CABLE TENSION STAINLESS STEEL (SEE PERIMETER ARIIN MEMEER TI PICAL CABLE CONNECTIONS CORNER - DETAIL 1 SCALE: 3" = 1'-0" EII.,ERACR 1" x 2" x 0.125" CLIP AND (4) O x 3''" S..%1.5. EACH SIDE FOR CABLES A ALTERNATE: USE (1) 1/4" x 1-1/4" FENDER WASHER EACH ICE OF FRAME MENISER E VIN. (2) CLAfNIPS RErUIRED lyP ) MIN. 1114" EYE BOLT. WELD EYE CLOSED (iYP.) ALTERNATE TOP CORNER OF CABLE CONNECTION - DETAIL 1A SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. rl. N1;rNrch OEt'L,'Pti1ENT CCNSUL"AN,' P ",C\211:E9.SOLJ`.11JAY7 NA, FLJ2'_t i AA ,,;tid1 _6- 65>6 SCREENED ENCLOSURES SECTION 1 ic? MIN. (2) 1/4" OR 5/16" x 1-3/4" CONCRETE ANCHORS ALTERNATE CLIP: 3" ASTM A-3 PRESSED STEEL CLIP TYPICAL CABLE CONNECTION AT SLAB DETAIL_ DETAIL 2 SCALE 3" = 1'-0" SELECT ANCHOR FROM TABLE 9-1A MIN. Sr,'E,AR 607# FOR 3/32" CABLE AND 902 -OR 1/8" CABLE, FOR 3/32" CAELE 8/16~ C x 2" CONCRETE ANC,-,CR W/ CABLE THIMBLE AND WASHER 3-1/2" (-1" SLA-z SLAB FOR 1/8" CAELE SHALL HAVE A THICKENED EDGE TO ACHIEVE AND A 3/8" x 2" ANCHOR 2500 P.S.I. CONCRETE 6 x 6 - 10 x 10 WELDED `HIRE MESH OR FIEER MESH CONCRETE ALTERNATE CABLE CONNECTIONS aC FOUNDATION DETAIL 2A SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. C:sa. vr;,vE_=.4-CF_I,E!OP.1tEvl-CONSLI.-AN: P J DOX : t.roN_ Scum, DAY—CNA. FL F-AA'M6) :67-tis56 SECTION 1 1 SCREENED ENCLOSURES SCREWS OR THRU-BOLTS SEE SECTION 9) POST SIZE 2" x 4" MAX. 1" x 2" EXTRUSION A,NCHCRI TO CONCRETE W1 CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH MIN. 3-1/2" SLAB 2600 P.S.!. CONCRETE 6 x 5 - 10 x 10 POST AND(E) 24" O.C..MAX. WELDED WIRE MESH OR FiEEFSELECTCONCRETEANCHORS MESH CONCRETE FRCPi ScCTICN 9 POST TO PLATE TO CONCRETE DETAIL SCALE. 3" = 1'-0" 2" x 2" x 0.C63" A,',JGLE EACH' S I C E A T ACH TO P CST A.ND CONCRETE g LOAD BEa.RING WALL ` /1 (2) MIN. SAI.S. (PER SECTION 9) EAC"i SIDE MIN. 3-1, 2" SLA33 2500 P.S.I. CONCRETE 6 x 5 .0 x 10 D_DED'JIRE ,%1ESl^ CR FISER I E S H., C0NCRE T ANGLES AS SHCWN AECVE MAY BE USED T C CCNNECT CHAIR RAILS AND PURLINS POST SIZE 2" x 4" MAX. (SEE TABLE) 1" x 2" EXTRUSION ANC-CR T C CCN'CRETE bV/ CONCRETE ANCHORS 6" MAX. EACH SiDE OF EACH POST AND 2 1" O.C. ti1AX. CR THROUGH ANGLE AND @ 2 4 " C.C. ti1AX. SELECT CONCRETE ANCHCRS --RCM SECTION 9 ALTE-RN-ATE- TP-OST O BEA I-A,ND P-LA-TE-TO CONCRETE DETAIL SCALE: 3" = i 0" Lawrence E. Sennett, P.E. 1-•1 1 SECTION 1 Table 1.3 SCREENED ENCLOSURES Allowable Post / Upright Heights For Primary Screen Wall Frame Members Aluminum Alloy 6063 T-6 For 3 second wind gust at velocity of 120 MPH or an applied load of 14 # / sq. ft.' Hollow Sections Tributary Load Width 'W = Upright Spacing 3'-0" 1 4'-0" T-0" 1 6'-0" 7'-0" 1 8'-0" 9'-0" Allowable Height'H' / bending 'b' or deflection 'd' 2" x 2" x 0.044" 8'-1' b T-3' b 6'-6" b 5'-11" b 5'-6" b 5'-l" b 4'-10- b 2" x 2" x 0.055" 9'-1" b T-11" b T-1' b 6'-5" b 5-11" b 5'-7 b 5'-3' b 2" x 3" x 0.045" 1 i'-3" b 9'-9' b 8'-9" b T-11" b T-5" b 6'-11" b 6-6' b 2" x 4" x_0,050" - 12'-5" b b 9'-7' b 8'-9" b 8'-l" b T-7" b T-2" b Self .Matin=SectiontX-0- Tributary Load Width 'W' = Upright Spacing 4'--0" 5'-0" 6--0" 7'-0" 8'-0" 9'-0" Allowable Height-''H' /-bending 'b' or deflection 'd" 2" x 4" x 0.044 x 0.100" 1 16'-11" b 8" b 13'-l" 5 11'-11" )b 11'-1" b 10'--1" b T-9" b 2" x 5" x 0.050" x 0.100" 20'-1 1 b 1 ' 6' ?' b ; 6'-2" -0 14'-9" b I 1 T-8" b 12' . 0' b 12' 1 " b 2" x 6' x 0.050' x 0.120" 2---2" b 12C' 8' b 7' b i 10" b 14' 10' b 1 1 b 2"x7' x0.05= x0.120" 27- 2:-7" bI 21 n 9'3" o',7'-!0- b 5- b 2" x 7' x 0.055 .v/ insert 36'- 3i I 28' b 25'-7" 23 b 22'-2" b 1 2C'- 2" 3' x 0.072 x 0,224" I 2C'- 27 - b 1 2- - t C" b 1 2T-0" b I 2" - 2G'" b 2" x 9 x 0.072 x 0.22-V 1 29'- 2 1. I 3--1" b l 2r 2' x 9' x 0.082' x 0.310" 3' c - - i" 2i' b 25' b x 10" x 0.092" x 0.369" 732'-12" b0' C.._ Tributary ror aucwacie neignts at wino velocities other:han 120 MPH. see conversion ;able 1A on ',he specification page for tables at the beginning of 'his section and example 'below. Note: Thicknesses srcwr 3, , '7cminal" incus,r•.J s:ardarc :oierarces. 1Jc wall :htckness wail be ',ess :han 0 24C'. 2. Us;ng sc,,ee pacei .victh "N' select ucright eng:h 3. Abcve ,eignts cc -ct :nc!uce ieng:n of knee -_race. Acc ^cri::cn;al cis:arse `rom upr.gnt 'o center cf trace :c beam ccnr. ec:icn : -h.e above scars .`cr :etai -earn scars. Site spec,,,,-_ engireer ng required :`or pecl enc!cs.:res over 2C' in mean roof heich.t. 5. Heights :c be measured from ;.enter of team and :er:grt oornec:ion :e fascia cr wall cennect:cn. 6 Cl,air 'ails of 2" x 2' x J.r i4' ;Min. and set `- 36' In ,,eight : . ce conscered as ; esicent al guard, a,is prcviced thou are attac,ec with min, i31 z10 x 1-'r2" in:c :-.e screw ccsses and co net excee,i 3'-0' in scan. 7. He.cnts may be nter:clated. CHECK TABLE 1.6 FOR MINIMUM UPRIGHT SIZE FOR BEAMS. IF SPANS FOR'C' EXPOSURE CATAGCRY AND,OR'NINDZCNES OTHER THAN 120 MPH ARE REQUIRED. SEE EXAMPLE ON SPEC;FICATION PAGE FOR TABLES AT THE BEGINNING OF THIS SECTION. Lawrence E. Bennett, P.E. SCREENED ENCLOSURES SECTION 1 Table 1.6 .Minimum Upright Sizes and Number of Screws for Connection of Roof Beams To Wall Uprights or Beam Splicing Beam Size Upright Size Minimum Puriin, Girt Knee Brace Size" Deck Anchors Notes Minimum Number of Screws' Beam Stitching Screw d) 24" O.C. 8 x VI" 10 x Y:" 12 x'/:" 2" x 3" 2" x 3" 2" x 2" x 0.044" 2 Full Lao 6 4 4 2"_x a^ -_. 2" x 3 2" x 2' x 0.044' - 2 Full Lao 8 6 4 8 2"x4" 2"x4" 2"x2"x0044" 2 Full Lao 8 6 4 10 2" -x- 5" ~ 2" x 3" 2" x 2" x 0.044" 2 Full Lao 8 6 4 8 2"x6" 2"x3" 2"x2'x0.044" 4 Full Lao 10 8 6 10 2" x 6" 2" x 2" x 2" x 0.044" 4 Partial Lao 10 8 6. 10 2" x 7" 2" x -V 2" x 2' x 0.044" 4 Parial Lao 14 12 10 12 2" x 9" - - 2" x 5" 1 2" x 3" x 0.044" I 6 I Parial Lao 16 14 12 14 2" x 9" 2" x 6 I 2- x 3" x 0.045" I 6 racial Lao! 18 16 14 114 2- x 9"" 2" x 7" 2" x 4" x 0.050" 8 Partial Lao 20 18 16 14 2" x 10" 2" x 8" 2" x 4" x 0.050" 10 1 Par.ial LaDj 20 18 16 11 Screw Size Minimum Distance and Spacing of Screws Gusset Plate Thickness Edge To Center Center To Center Beam Size Thickness T8 5/" 6" Sib" 2" x 7" x 0.055' x 0.120" 1/16" = O.Cc ' 0 I 3.'9" 3,k" 2" x 3" x 0.072" x 0224" 118" = 0.' _ 2 i '2" 1' 2" x 9" x 0.0 r72' x 0.224" 118" - O 1 LJ" or 2/4" 1-V2" 12" x 9" x 0.082" x 0..306" 1iQ"='7.'25' Sr' I 7;8" I 1_, " 2" x 10' x 0,092" x 0.369 1, " _ - 3/8', 2„ teters 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. Cocnecticr, of 2" x 5" 'o 2" x 3" shall use a full 'ao cut or 1,' 5" gusset plate. 2. Xl gusset plates stlail to a minimum of 5052 H-32 Allcy or have a minimum yie!e strength of 23 ksi. 3. Fcr beam sciice conrec:!ors :he number of screws shown is :he ;ctal for each splice ,vith 1/2 'he screws on eacn side of :h_ i. T;.e number of Screws ;s based on the maximum ailcwacie -cment of ;he beam. 3. The number of deck anchors is based on 1RA1,V1- R Tacper ailewable !cad data 2,500 psi c: ncrete arc ; or equal anchors -ray pe used. The number shown is the total use 1/2 per side. 6. Hcllew splice ccrrec::runs can be made previced .he c nnec:icn is acproved by :he engineer. 7. if a larger tan m.inimi-m upright is used 'he number cf screws is 'he same for each splice with 112 the screws on each side :; .. . cut. a. A;! --ear- :c ,-„r'c: rec:;crs r 2' x 7" ,bea!"s or arger =nail `a.e cn intemal cr ex;er al _.,:sset r'Ia.cS. G,:sSa! dales ; . - rec'.:red :or marsarc or gac!e splice :cnnec::cns. 9. Fcr gusset plate connec:ions 2" x 9" beams cr larger .;se screws. 10. Tha side ,vall _ riche snail have a m,irimum --e3m size 3s shc,,vn above, le., a 2" x 4" uprig:c:t shall ;nave a 2" x 3" team. Correct team :c pr.grt wi H-bar, gusset plate. or arg!e ;.lips'cr eacn splice with :,_the screws on eac: side of the pu;. Table 1.7 Minimum Size Screen Enclosure Knee Braces And Anchoring Required Aluminum 6063 T-6 Brace Length Extrusion I Anchoring System 2' x 2" x 0.044" 2" H-Charnel With (3) ='0 x 1/2" EACH SIDE To 3'-0" x 3" x 0.045' H Channel With (3) »10 x 1/2' EACH S I C E x CIO .4 x 0.12" 2' H-Chanel With (4; 3/4" Tong screws size tc to determined ty beam size, see table 9.6) t5ce : ]Cie 1.6 -or ,Numcer And Size Cf Screws) Note: 1. Fcr required ':ree cmices greater :han 4'-6" ccrtac: engineer for spec:fic3ticns and details. C, intl aver beam dei3il shown on page 1-32 sh,lil be used for';est Stn:c;ure aCacnment when knee brace Ieng;h exceeds Lawrence E. Bennett, P.E. 1CX ' I., 1.tiii-;CurerPAY-c-, L 1_... SECTION 1 1/4" x 6" RAWL TAPPER THROUGH 1" x 2" AND ROWLOCK INTO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NOW STRUCTURAL KNEE WALL 1" WIDE x 0.063" THICK STRAP @ EACH POST FROM POST TO FOOTING W/ (2) #10 x 3/4" S.M.S. STRAP TO POST AND 1) 1/4" x 1-3/4" CONCRETE SCREENED ENCLOSURES ALUMINUM FRAME SCREEN WALL CAP BRICK BRICK KNEEWALL TYPE 'S' MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB W/ 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH. CONCRETE ANCHOR TO SLAB OR 04 ( 3) #30 BARS OR (1) FOOTING #50 BAR W/ 2-1/2" COVER TYP.) BRICK KNEEWALL AND FOUNDATION FOR SCREFAI wall i c SCALE: 3/4" = V-0" (3) #3 BAR CONT. OR 2 #3 BAR CONT. OR 1 #5 BAR CONT. 2'-0" MIN. 3-1/2" (TYP. 13 #5 BAR CONT. ° a BEFORE SLOPE ALL SLABS) (,'= 77 c0 — I I—- 1 _ i1111=1 Ia 1 I E I G I I— i=iiir 8„ 11-01. TYPE I TYPE II TYPE IIIFLATSLOREI/ NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING0-2" / 12" 2" / 12" - V-10" > 1'-10" Notes: 1. No footing required except when addressing erosion until the slab width in the direction of the primaryexceeds32ft., then a type II footing is required under the load bearing wall only unless the side wall exceeds 16 ft. in height or the enclosure is in a "C" exposure catagory in which case a type II footingisrequiredforallwalls. 2. The foundations shown are based on a minimum soil bearing pressure of 1,500 PSF. Bearing capacity of soil shall be verified, prior to placing the slab, by field soil test or a soil testing lab. 3. The slab / foundation shall be cleared of debris and roots and compacted prior to placement ofconcrete. 4. Monolithic -slabs -and, footings shall be minimum 2,500 psi concrete with 6 x 6 - 10 x 10 welded wiremeshorfibermeshmaybeusedinlieuofmesh. 5. If local building codes require a minimum footing, use type II footing or footing sections required bylocalcode. Local code governs. SLAB -FOOTING DETAILS SCALE: 3/4" = V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 COPYRIGHT 2003171-52 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOU THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.