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HomeMy WebLinkAbout189 Brushcreek Dr� 1 CITY OF ANFORD, FLORIDA APPLICATION FOR BUILDING,PERMIT . PERMIT ADDRESS 189 Brushcreek Dr. m PERMIT NUMBER 03— BY 3— Total Contract Price of Job $ 5,930.00 Total Sq. Ft. Describe work Install Screen Enclosure Type of Construction Flood•Prone (YES) (NO) Number of Stories Number of Dwellings Zoning Occupancy: Residential Commercial Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER 33-19-30-514-0000-0400 OWNER Craig W. & Celeste M. Smith _ PHONE NUMBER 407-366-5023 ADDRESS 189 Brushcreek Dr. CITY Sanford. FL 32771 STATE ZIP I TITLE HOLDER (IF OTHER THAN OWNER) N/A ADDRESS CITY STATE ZIP BONDING COMPANY _ N/A ADDRESS CITY STATE ZIP ARCHITECT ADDRESS CITY MORTGAGE LENDER ADDRESS CITY N/A N/A STATE STATE ZIP ZIP CONTRACTOR !�-10r I Aa 61 En APL _ PHONE NUMBER 407 21po'aQ100 ADDRESS , , 5 ST. LICENSE NUMBER CITY LQ11Q1A STATE L ZIP ►_30ril 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, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoling information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA IEN LAW, FS713&******* ************* *** * **** ** ************* *********** ************* H b Z 0 PfD on Sig Lure of wne gent Date trac & Date 0,a'< , �.. 0 rn C w 3 �. 0 E X ro c Z >. � N to W �+ a O N O to " a, O N >. Z a H Typ or Print Owner/Agent Name Signature of Notary & Date (Official Seal) ey p%, Carol W Heller My Commission DD046M or n Expires September 14, 2005 Application Approved BY: FEES: Building Open Space Type or Print Contractor's Name N %I nn 1 S (� al 32ViB Jk P. GEBWIRT ICrt Notary Public - State of Florida My Comm. Exiree Mar 17, 2008 O CommWaion S OD086265 ' ''%•F,;.,;t: BorMad By National Notary Ann. K O - �3 �- Date; 0 _ on Police Fire r Road Impact Application o. PERMIT VALIDATION: CHECK CASH DATE BY d ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) **** THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE M F••• • Z d r11 • 7C B �M 0 (� al 32ViB Jk P. GEBWIRT ICrt Notary Public - State of Florida My Comm. Exiree Mar 17, 2008 O CommWaion S OD086265 ' ''%•F,;.,;t: BorMad By National Notary Ann. K O - �3 �- Date; 0 _ on Police Fire r Road Impact Application o. PERMIT VALIDATION: CHECK CASH DATE BY d ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) **** THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE Power of Attorney The undersigned hereby appoints Tami Cauley as attorney in fact to apply for and receive a building permit for he following address: cvw-ms My attorney is hereby authorized to do everything necessary to apply for and receive the said building pen -nit and I ratify everything the said attorney shall do on my behalf. Sworn to and subscribed before me this day the day of 2003. • Jessica Kolmetz JKSI= A Koknote EVk- NPmrbw 20.2WO AF Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL © > 'r BOULOECT v .r - k; i tFLRx WX 2003 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 33-19-30-514-0000-0400 Tax District: S1-SANFORD Number of Buildings: 1 SMITH CRAIG W & 00 Depreciated Bldg Value: $88.081 Owner: Exemptions: CELESTE M HOMESTEAD Depreciated EXFT Value: $0 Address: 189 BRUSHCREEK DR Land Value (Market): $22,400 City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: 104 SALEM DR SANFORD 32771 Just/Market Value: $110.481 Subdivision Name: COUNTRY CLUB PARK Assessed Value (SOH): $100,825 Dor: 01 -SINGLE FAMILY Exempt Value: $25,000 Taxable Value: $75,825 SALES Deed Date Book Page Amount Vac/Imp 2002 VALUE SUMMARY SPECIAL WARRANTY DEED 05/2001 04098 0549 $115,900 Improved 2002 Tax Bill Amount: $1,555 WARRANTY DEED 01/2001 04033 0638 $22,000 Vacant 2002 Taxable Value: $73,462 t ind Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Pt_A r Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 40 COUNTRY CLUB PARK PB 50 PGS 63 LOT 0 0 1.000 22,400.00 $22,400 THRU 66 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 2001 6 1,862 1,346 CB/STUCCO FINISH $88,081 $88,971 Appendage / Sgft SCREEN PORCH FINISHED/ 112 Appendage / Sgft OPEN PORCH FINISHED / 24 Appendage / Sgft GARAGE FINISHED / 380 OTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://Www.scpafl.orglpls/web/re web.seminole_County_title?PARCEL=331930514000004... 6/6/2003 PLAT OF BOUNDARY SURVEY for: MASTERPIECE HOMES, INC. _ DESCRIPTION: LOT 40, COUNTRY CLUES PARK OF J RECORDED IN PLAT BOOK 50 PAGE(S) 63 thru 66 PUBLIC RECORDS OF SEMI NOLE COUNTY, FLORIDA R=475.00rp=O 1 °05'20 ARC=9.03' CIT.=9.03' is . CH.BRG.= N2 I °22'28"W -1 SANFORD BUILDING DEPT. THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALLBE CONSTRUELOT 41 THE WORKD DAND NOT ASTo 13E A`A THORITY T OLtATE• CANCEL. ALTER, OR SE ASIDE ANY OF THE PROVISIONS OF THE TECHNI AL CODES, NOR ISSUANCE OF A PERMIT PREVENT THE BUILD d, 2p /yi RnaAi) DEPT FROM THEREAFTER EQUIRING A COR 569° I V 12 YY lnA,1y�'� RROR5VIOLA7ION THF E CODES F7 NSTRU prpppp a 5' 10' 2a ON 41M6 GRAPHIC 5CALr Ljr x� If � c•vNG C 4r7o - I B,�lal'- � /•L >t'•.�,�: d Veer. � 14. DD' 171 Q - d 25.00' / O . i Co ✓�"L?f�J a g � � c N Z - I X 3 GD,c /•Q7 ra li.e— v p F� \ P.C. • . •..-. P.7. \ �. LOT 39 0. ° �'� qy,� NG8°04'53"E R=275.00'p=O 1002'39 ARC=5.00' CH.=5.O0' Cop $ V Cf1.BRG.= NG8036'08"E - A fes' _ B_ U5HCRFEK DRIVE �c `t_ P.Z- HUNT NG6'04'53T D15Y_ ND, LS 37 -SZ NOTES. FLOOD CER7IF7CA7ION 1. BEARINGS ARE BASED ON PIE CENTERLINE OF BASED ON THE FEDERAL EMERGENCY CERTIFIED TO: BUSIHCREEK DRIVE BEING N6BI04'53-E. MANAGEMENT AGENCY FLOOD INSURANCE C 11. & Celeste M. S t h 2. UNDERGROUND IMPROVEMENTS. ROOF OVERHANGS RATE MAP, THE STRUCTURE r" a I q Il, I AND FOOTERS HAVE NOT BEEN L OCA TED. SHO MN HEREON DOES NOT LIE W THIN Del l VI O o d Mortgage C o 3 F I FVA DCW5 ARE RASED ON NA TONAL GFOOE nC . II+f. 100 TEAR FLOOD HAZARD AREA. VERTICAL DATUM OF 1929. THIS STRUCTURE LIES IN ZONE " X ". First Union National Rank 4. BUILDING TIES ARE TO FOUNDATION. COMMUNITY PANEL NO. 120294 0040 E Anchor Abstract Corp. 5. BUILDING TIES ARE NOT TO BE USED TO EFFECTIVE DATE: APRIL 17, 1995 CONSIRUCT DEED OR PLATTED LINES. MAP REVISION DATE: Stewart Title Guaranty Co. 6. BEARINGS AND DISTANCES SHOW4 HEREON ARE (SUB -ECT TO CHANGE) MEASURED AND PER RECORDED PLAT UNLESS Masterpiece Homes , I nC . OnIERWSE NOTED. THE UNDERSIGNED AND CAVONE, INC. LAND SURVEYORS and MAPPERS MAKE NO RESERVATIONS OR GUARANTEES AS TO THE INFORMATION REFLECTED HEREON PERTAINING TO EASEMENTS, RIGHTS Or WAY, SETBACK LINES, AGREEMENTS AND OTHER MATTERS, AND FURTHER THIS INSTRUMENT IS NOT INTENDED TO REFLECT CR SET FDRT H ALL SUCH MATTERS. SUCIH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE %fMFICATION ABBRE NA TIONS/LEGEND: FOUND 1 1/4" IRON PIPE (LS 1005) FOUND in.IRON R Q FOUND IRON PIPE Ej FOUND CONCRETE MONUMENT .32NUBER P. T, -POINT OF TANGENCY CONC-CON ETE ADUSP.I.-POINT OF INTERSECTION FCAR( L.S.-LANO SURVEYOR P.R.C.-POINT OF REVERSE CURVATURE D.E.-DRAINAGE EASEMENT CHDP.C.-POINT OF CURVATURE O.R-OFFICIAL RECORDS P.CC.-PANT OF COMHPOUND CURVATURE U.E.-UTILITY EASEMENT -ARCLENGTH L.B.-LICENSED BUSINESS CH.BRG.- ORO BEARING S&U.E.-SIDEWALK d UTILITY EASEMENT O.U.RS.E.-DRAINAGE, UTILITY & CENTERLINE A/C -AIR CONDITIONER PAD AXLTA (CCENTRAL ANGLE) D.&U.E.-DRAINAGE 3 UTILITY EASEMENT SIDEWALK EASEMENT r THIS SURVEY NOT VALID UNLESS EMBOSSED REVISION DATE m THE SIGNATURE AND RAISED SEAL OF A VONE, INC. A IDA L' SE SUR D MAPPER RECERTIFIED - FINAL LOCA TION LAND SURVEYORS AND MAPPERS FOUNDATION LOCA nON 2 ZQ71 300 COUNTY ROAD 427 SOUTH LONGWOOD, FLORIDA 32750-5499 DOMINICK F. CAVONE - OR PRESIDENT FMBOARD_ LOCATION TELEPHONE (407) 830-9080 FLORTOA SURVEYOR d MAPPER NUMBER 2005 STAKE HOUSE17 I• FAX No. (407) 339-3636 LICENSED BUSINESS NUMBER 5073 STAKE LOT WO. STAKE LOT WO. STAKE HOUSE 2001 -°l) W. 3O. FORM CHECK LOT by GLENDA WTI rivrun•nnu ID run t'rnlu/N/_ fit?/?A"s . n nrrcor 0 i H c 46 u�S�la` a� 3g �4j 1 Lat r�cj 3( 3 3 3� 9 s� 3 a' `� c6ae� g1 �� C- -ICI C- 1� 4 4� 9 � 3a as. q� 4�� •�� 30�'- S,g -, � � 3 r. e%r s � oso��- rrn� q� 8 s 30'3% `—_ 0er4 3�'� 35 c �' - �rf, � la R q4 �ixzl 3sq g5Otw;- -46 ` 351/4 .n aX4 9 8 �L ry Cl 34%x_ X0 �N W 97 34�10 ¢ 0,00 Q t� ov r 343 ` N A _ ry CY'a 473 9° 8° me IL ))W cx tlsP gP��x4x�z, C14- "ro fn ` ae 14-5" a�pC-�x�x-a4' Jo PL fX�xaA .s rt QVI cs �x �8 v �l M ci `v G UJ h`(J7 n� �� h\cam J rl N;pj r J T� T73 T4 i5�1 77- r �1 �A\ g; J r ' h ,.- CY'a 473 9° 8° me &o 4. 7 78 M n rr _ frl IL ))W cx tlsP gP��x4x�z, a x,4Yl8 ` ae 14-5" a�pC-�x�x-a4' Jo PL fX�xaA � : &S' &o 4. 7 78 M n rr _ frl a � �5 s'•s R W1 �`� I'�st�- � � �- a D l 31 Lr - 3(,'' AotiM G(n'Zs IL ))W cx tlsP Q 0 r QVI cs �x �8 v �l �� a � �5 s'•s R W1 �`� I'�st�- � � �- a D l 31 Lr - 3(,'' AotiM G(n'Zs 33 n F11 QVI cs �x 33 �a r �� zxy Nom' 33 h`(J7 n� �� h\cam a � �5 s'•s R W1 �`� I'�st�- � � �- a D l 31 Lr - 3(,'' AotiM G(n'Zs Is l b� �RUSI�C�LeeK ScLrve aj 0 X85 �waus Q3a OQW( 17 a3 IZ-tI)TL 33 n 3A QVI �x 33 �a r zxy Nom' 33 / r 33� Is l b� �RUSI�C�LeeK ScLrve aj 0 X85 �waus Q3a OQW( 17 a3 IZ-tI)TL e SCRE8f EG ENCLOSURES - ' Table' 1.1 :. Allowable Spans For Primary Screen Roof Frame Members 7r Aluminum Alloy 6063 T-6 "I'll" v-.. A--;th winrl 1 nwic un to 150 M_P_H_ and Latitu%as Below 30'-30'-00" North (Jacksonville, FL) Self Mating Sections 3'-0" Tributary Load 1Ar.Atk nAF-R.sm 4'5" 5'-0" Allowable Span 'L' / bending Trib ry L Width W = Beam Spacing Snap Sections Hollow Sections 3'-0" 4'-0" b 1 15'-6" 6'-0" 7'-0" 8'-0" 9'-0" Alto wa Span %' / bending 'b' or deflectlon'd' 13'-1" Allowable n'L' / bending'b' or deflection'd' b 2" x 2" x 0.044" 9'-10" b 8'-7' bl T-8' b 6'-11" bi 6'-6' bi 6'-1" b 1'- b 10'-8" b 9'-10" b 9'-3' 2" x 2" x 0.055" 10'-9" b 9'14' b 8' b 7'-7" b 7'-1" b 6'-7" b 6'-3' b 2" x 3" x 0.045" 1 13'13' b 11'-7' b 10 b 9'-5" b 8'-9' b 8'-2' b 7'-8" b 2" x 4" x-0.050" 1 14'-8' b 17-8' b 1 11 -4" b 1 10'-4" b 9'-7' b 1 8'-11' b 8'-5' b Self Mating Sections 3'-0" Tributary Load 1Ar.Atk nAF-R.sm 4'5" 5'-0" Allowable Span 'L' / bending Anarina 7'-0" 8'-0" or a ection'd' 9--0- Snap Sections 2" x 4" x 0.044 x 0.100" 19'-11' b 17'4' b 1 15'-6" b031'-11 Alto wa Span %' / bending 'b' or deflectlon'd' 13'-1" b 12'-3' b 11'-6" b 100" 24'-9" b 21'-5' b 19'-2' b b 1'- b 10'-8" b 9'-10" b 9'-3' b 8'-8' • b 2" x 4" x 0.045" 15'-2" b 14'-3' b 2"x 6" x 0.050" x 0. 28'-7' b 24'-9' b 22'-2' b b 18'-0' b 2"x 7" x 0.062" 18'-9" b 17'-6' b 16'-6" b " x 7" 0.055" x 0.120" 32'-3' b 27'-11' b 24'-11' b 2'-1' b-219'-9' b 18'-7' b 42'-10' b 37'-1' b 33'-2' b 26'-3' b 24'-9' b 2" x 8" x 0.072" x 0.224" 41'-7' b 36'-1' b 32'-3" b 27'-3' b 25'-6' b 24'-0' b 2" x 9" x 0.072" x 0.224" 45'-1" b 39'-1' b 34'-11' b 29'-6' b 27'-8' b 26'-1" b 2" x 9" x 0,052" x 0.310" 49'-6" b 42'-11" b 38'-4" b 35'-0" b 32'-5' b 30'-4' b 28'-7' b 2" x 1 V x 0.092" x 0.359" 59'-6' b 51'-7' b 46'-1' b 42'-1" b 35'-11' b 36'-5" b 34'-4' b Notes: 1. Thicknim 5 shown are'nominal" Industry standard tolerances. No wall thickness shall be less than 0.040'. 2. The structures designed using this section shall be limited to a maximum combined.span and upright height of 55' and a maximum upright height of 20'. Structures larger than these limits shall have site specific engineering. 3. Spans are based on a minimum of 10r I Sq. Ft. for up to a 150 M.P.H. wind load. 4. Sp3n !s -.=asursd from center of beam and upright connection to fascia or wall connection. 5. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 6. Purlin spacing shall not exceed 6'- 8" . For beam spans greater than 40'-0" the beam at the center purtin and one purlin for each 14'-0' on each side of the center purlin shall Include lateral bracing as shown in detail (48'-0") span with purlins at 6'- 8' o.c. center purlin and (2) purlins each side of center purlin need lateral bracing. Example: Max. 'L' for 2" x 4" x 0.050" hollow section with V = 5'-0" = 11'-4" Lawrence E. Bennett, P.E. CIYI!. ENC:NEER - DEVELOPVENT CONSULTANT F.O. BOX 214363, SOUTH DAYTON.. FL 32121 TELEPHONE (386) 767.4774 FAX (386) 767-6556 PAGE © COPYRIGHT 2003 1-54 NOT TO BE REPRODUCED IN WHOLE OR IV PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. T' uta Load Width 'W' = Beam Spacing Snap Sections -0 3'.O--T-4'-O" 6'-0" 7'-0" 8'-0" 9'-0" Alto wa Span %' / bending 'b' or deflectlon'd' 2" x 2" x 0.044" 111-9*. b 10'-2' b b 8'4" b T-8" - b 7'-2" b 6'-9" b 2" x 3" x 0.045" 15'-1' b 13'-1" b 1'- b 10'-8" b 9'-10" b 9'-3' b 8'-8' • b 2" x 4" x 0.045" 18'-5" b 15'-11' bV 14'-3'..• b 13'-0" b 12'-1" b 11'-3' b 10'-6' b 2" x 6" x 0.062" 31'-3' b 27'-1' b 24'-2" b 22'-1" b 20'-5' b 19'-2' b 18'-0' b 2"x 7" x 0.062" 34'-9" b 30'-1- b 26'-11- b 24'-7" b 22'-9' b 21'-3' b 20'-1' b Notes: 1. Thicknim 5 shown are'nominal" Industry standard tolerances. No wall thickness shall be less than 0.040'. 2. The structures designed using this section shall be limited to a maximum combined.span and upright height of 55' and a maximum upright height of 20'. Structures larger than these limits shall have site specific engineering. 3. Spans are based on a minimum of 10r I Sq. Ft. for up to a 150 M.P.H. wind load. 4. Sp3n !s -.=asursd from center of beam and upright connection to fascia or wall connection. 5. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 6. Purlin spacing shall not exceed 6'- 8" . For beam spans greater than 40'-0" the beam at the center purtin and one purlin for each 14'-0' on each side of the center purlin shall Include lateral bracing as shown in detail (48'-0") span with purlins at 6'- 8' o.c. center purlin and (2) purlins each side of center purlin need lateral bracing. Example: Max. 'L' for 2" x 4" x 0.050" hollow section with V = 5'-0" = 11'-4" Lawrence E. Bennett, P.E. CIYI!. ENC:NEER - DEVELOPVENT CONSULTANT F.O. BOX 214363, SOUTH DAYTON.. FL 32121 TELEPHONE (386) 767.4774 FAX (386) 767-6556 PAGE © COPYRIGHT 2003 1-54 NOT TO BE REPRODUCED IN WHOLE OR IV PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. :..SECTION -1 I SCREENED ENCLOSURES L Table 1.3 •. Allowable Post / Upright Heights For Primary Screen Wall Frame Members Aluminum Alloy 6063 T-6 r -. ,a mss..,, 4 WI„ei n„et nt velocity of 120 MPH or an applied load of 14 # / sq. ft' Self Mating Sections 3--0" Tributary Load Wi - 4'-0" 5'-0" Or 6--0" 1 Allowable Height' ' / bendind Tributary jpad Width 'W =Upright Spacing 9'-0" 3'-0" 4' 5' 6'-0" T -l1" 8'-0" 9'-0" b Hollow Sections 157 AI abl elght'H' / bending W or deflection'd' I " x 5 x x 0" 20'-11' b 18'-1" 2" x 2" x 0.044" 2" x 2" x 0.055" 2" x 3" x 0.045" 2" x 4" x 0.050" 8'1:' 9'-1' 11'-3" 12'-5" b T-3" b 7'-11" b 9'-9" b 10'-9" b -6' b '-1" b 91- b 5'-11' b 5' 6' b 5'-1' b 6'-5' b 5'-11" b 5'-7" b 7'-11" b T-5" b 6'-11' b 8'-9' b 8'-1' b T-7' b 4'-10' b 5'-3' b 6'-6' b T-2' b b b b Self Mating Sections 3--0" Tributary Load Wi - 4'-0" 5'-0" Or 6--0" 1 Allowable Height' ' / bendind 7--0" Wor cenection'd' acing 8'-0" 9'-0" 4" x 0.044 x 0.100" 16-11' b 14'-8" b 13'-1" 11'-11' b 11'-1' 157 j 10'-4' b 1 b I " x 5 x x 0" 20'-11' b 18'-1" b 16'-2" b T-6" b T-0" b 6'-6" b 6'-1" b 5'-9' 12'-10" b 12'-1' b 2" x 6" x 0.050" x 0.120" 24'-2" b 20'-11" b 18'-9" b 17'-1" b 15'-10' b 14'-10' b 13'-11' b 2" x 7" x 0.055" x 0.120". 27'-3" b 23'-7' b_L 21'-1" b 19'7 b 17'.10-. b 16'-8" b 15'-9" b 2" x 7" x 0.055" w/ insert 36'-3" b 31'-4' b 28'-1" b 25'-7" b 23'-9" b 22'-2' b 20'-11' b- 2" x 8" x 0.072" x 0.224" 35'-2" b 30'-6" b 27'-3' b 24'-10" b 23'-0" b 21'-6' b 20'-4" b 2" x 9" x 0.072" x 0.224" 38'-2" b 33'-0" b 29'-6' • b 26'-11" b 24'-11' b 2314' T-22--0- b 2" x 9" x 0.082" x 0.310" 41'-10" b 36'-3' b 32'-5" b 29'-7" b 27'-5" b 25'-8' b 1 24'-2' b 2" x 10" x 0.032" x 0.359" 50'-4" b 43'-7" b .38--111". b 35'-7" b 32'-11' b 30'-10" b 1 29'-1" b ` Fcr allowable nelgnts at wino veioc,❑es us„c, kia- -- .••• • •, for tables at the beginning of this section and example below. Note: 1. Thicknesses shown are 'nominal* Industry standard tolerances. No wall thickness sha;l be less than 0.040'. 2. Using screen panel width'W' set•.zct upright length'H'. 3. Above heights do not Include length 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. 5. 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' min. and set @ 36" in height can be considered as residential guardrails provided they are attached with min. (3) #10 x 1-1/2" S M.S. into the screw bosses and do not exceed 8'-0' in span. 7. Heights may be interpolated. F CHECK TABLE 1.6 FOR MINIMUM UPRIGHT SIZE FOR BEAMS. IF SPANS FOR'C' EXPOSURE CATAGORY AND/OR 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. CrVIL Et1GINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121, TELEPHONE(386)767-4774 FAX (396) 767-6556 PAGE © COPYRIGHT 2003 1.56 1 NOT TO BE REPRODUCED 1.1 WHOLE OR IN PART WITHOUT THE WRITTEN PEWMSSION OF LAWRENCE E. BENNETT. P.E. Trijitary Load Width 'W`= Upright Spacing Snap Soct!ons 3'-0" 5'-0" 6'-0" 1 7'-0" 8'-0" 9'-0" A Mable Height'H' / bonding W or denection'd' 2" x 2" x 0.044" 9'-11" b 8'-7" T-6" b T-0" b 6'-6" b 6'-1" b 5'-9' b 2" x 3" x 0.045" 12'-9" b 11'-07W b '-10" b 9'-0" b 8'-4' b T-10' b 7'-4" b 2" x 4" x 0.045" 15'-7" - b 13'- b -1" b 11'-0" b 2,'x 6" x 0.062" 26'-5' b 22'- b 20 -" b 16'-6" b I If' -3" 2" x 7" x 0.062" 29'-5" b 25'-5' b 1 22'-9" b 20'-9" _,-.- *-va- -A .,., ti- cnor_IScation nage ` Fcr allowable nelgnts at wino veioc,❑es us„c, kia- -- .••• • •, for tables at the beginning of this section and example below. Note: 1. Thicknesses shown are 'nominal* Industry standard tolerances. No wall thickness sha;l be less than 0.040'. 2. Using screen panel width'W' set•.zct upright length'H'. 3. Above heights do not Include length 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. 5. 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' min. and set @ 36" in height can be considered as residential guardrails provided they are attached with min. (3) #10 x 1-1/2" S M.S. into the screw bosses and do not exceed 8'-0' in span. 7. Heights may be interpolated. F CHECK TABLE 1.6 FOR MINIMUM UPRIGHT SIZE FOR BEAMS. IF SPANS FOR'C' EXPOSURE CATAGORY AND/OR 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. CrVIL Et1GINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121, TELEPHONE(386)767-4774 FAX (396) 767-6556 PAGE © COPYRIGHT 2003 1.56 1 NOT TO BE REPRODUCED 1.1 WHOLE OR IN PART WITHOUT THE WRITTEN PEWMSSION OF LAWRENCE E. BENNETT. P.E. C! SCREENED ENCLOSURES - SECTION 1 Table 1.2 Allowable Spans For Secondary Screen Roof Frame Members ' Aluminum Alloy 6063 T -6r- I For Areas with Wind Loads up to 150 M.P.H. and Latitudes Below 30'-30'-00" North (Jacksonville, FL) A: Sections rasteneo I o oeamb .nue —1 ' clary Load dth'W =Purlin Spacing AllowakfelpanVI bending'b' or deflection'd' 3'-6" 4'-0" 4'- 5'-0" 5'-6" . 6'-0" Hollow Sections 3'-6" 4'-0" 2" x 2" x 0.044 2" x 3" x 0.045" 2" x 4" x 0.045" 4'-6" 5'-0" 1 5'-6" 6'-0" 1 6'-8" 9'-2" b Allowa Sp 'L' / bending'b' or deflection'd' b " 2" x 0.044" 2" x 2" x 0.044" T-8" d 7'-4" d 7VI d 6'-9" d 1 6'-6" b 6'-3" b 5'-11' b 2" x 2" x 0.055" 8'-1' d 7'-9" d 7'- d T-2' d 6'-11' d 6'-9' d 6'-6" b 3" x 2" x 0.045" 8'-8' d 8'-3' d T d T-8' d T-5" d 7'-3" d 6'-11' d 2" x 3" x 0.045" 10'-9" d 10'-3' d -9" b 9'-3' b 8'-10' b 8'-5' b 8'-0' b 2" x 4" x 0.050" 12'-2" b 11'-4" b .. 0'-8" b 10'-2' b 9'-8" b 9'-3' b 8'-9' b Snap Sections nrougn oaana Tri tary L Width'W' = Purlin Spacing AllowakfelpanVI bending'b' or deflection'd' 3'-6" 4'-0" 4'- 5'-0" 5'-6" . 6'-0" 6'-8" Ailowabl pan'L' / bending'b' or deflection *d' 3'-6" 2" x 2" x 0.044 2" x 3" x 0.045" 2" x 4" x 0.045" 8'-5' d 11'-7" d 14'-8" d 8'-1" d 11'-1" d 14'-0' d d 7'-6" d 1 -3' d 7'-0" d 0'-8 d 10'-4" d 9'-11" b 9'-6" b 13'-6" d 12'-9' b 12'-2" b 11'-8" b 6'-9' d 9'-0' b 11'-1' b B. becuons rasienea I nrougn oaana .,�..� ....., .,.. .. Tributary Load Width'W' = Purlin Spaci AllowakfelpanVI bending'b' or deflection'd' 2" x 2";x 0.044" 10'-11' bi 10'-2' b 9'- b 9'-1' b 8'-8" bj 8'-4" b17'-11' b Hollow Sections 3'-6" 4'-0" 4'-6" 1 5'-0" 5'-6" 6'-0" 6'-8" 9'-2" b Allowable Span V/ bending'b' or delle ' 8'-7" b 8'-1" b T-8" b 7'-4' 6'-11' 6'-7' b " 2" x 0.044" 2" x 2' x 0.0 9' 11' b 9' 4' b 8'-10' b 8'-4' -11" - b 7'-3' b 3" x 0.050" 12'-4' b ±b71 11'-7" b 10'-11' b 10'-4''-10" b 9'-5" b' 8'-11" b 2" x 4" x 0.050" 13'-7" b 12'-8' b 11'-11' b 11'-4''-10" b 10'-4" b 9'-10' b Snap Sections TriLaryAoad Width'W = Purlin Spacing 3'-6" 4'-0" -6"1 5'-0" 51-6" 1 6'-0" 6'-8" AllowakfelpanVI bending'b' or deflection'd' 2" x 2";x 0.044" 10'-11' bi 10'-2' b 9'- b 9'-1' b 8'-8" bj 8'-4" b17'-11' b Notes: '7 1. Thicknesses shown are "nominal' industry standard tolerances. No wall thickness shall be less than 0.040". 2. Spans are based on a minimum of 10'./ Sq. Ft. for up to a 150 ki.P.H. wind load.3. Span Is measured from center of beam and upright connection to fascia or wall connection. 3. Span Is measured from center of beam and upright connection to fascia or wall connection. " 4. Purlin spacing shall not exceed 6'-8". For beam spans greater than 40'-0" the beam at the center purlin and one pudin for each 14'-0' on each side of the center pudin shall include lateral bracing as shown in detail (48'-0') span with purlins at 6'- 8" o.c. center purlin and (2) purlins each side of center pudin need lateral bracing. 5. Spans may be interpolated. CHECK TABLE 1.6 FOR MINIMUM UPR 0HT SIZE FOR BEAMS. Example: Max. 'L' for 2" x 4" x 0.050" hollow section fastened to beam with clips with 'W' = 5'-0" =10'-2" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (3a6) 7674774 FAX (386) 767-6556 PAGE © COPYRIGHT 2003 1-55 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PER10ISSION OF LAWRENCE E. BENNETT. P.E. SCREENED'ENCLOSURES -1 SECTION 1 Table 1.6 Minimum Upright Sizes and Number of Screws for . Connection of Roof Beams To Wall Uprights or Beam Splicing Beam Upright Minimum Purlin, Girt Deck Notes Minimum Number of Screws' 1, ;.Beam StitchIng Size Size & Knee Brace Size" Anchors RB x'b" # /:10x'" #12x'/6"' §crew @ 24" O.0 2" x 3"' 2" x 3' 2' x 2' x 0.044' 2 Full La 6 4 4 ' 21,x 4' 2"x 3' 2' x 2" x 0.044' 2 Full Leo I 8 6 4 #8 2" x 4" 2" x 4" 2' x 2' x 0.044' 2 Full Lop 8 6 4 #10 2"x 5" 2"x 3" 2' x 2' x 0.044' 2 Full Lao 8 6 4 98 2" x 3" 2' x 2' x 0.044" 4 Full Lop 10 8 6 #10 2"x 6' 2" x 4' 2' x 2' x 0.044" 4 Partial Lao 10 8 6 #10 2" 2' x 4' 2' x 2" x 0.044' 4 Partial Lap,14 1 10 #12 x 8' 2" x 5" 2' x 3' x 0.044' 6 Partial La 16 12 #14 2"x 9' 2"x 6' 2'x 3" x 0.045' 6 Partial Lao 18 16 14 #14 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 Partial La 20 18 16 014 Screw Size Minimum Distance and Spacing of Screws Gusset Plate Thickness Edge To Center Center To Center Beam Size Thickness 5/16. 5/8" 2"x 7' x 0.055'x 0.120" 1/16" = 0.063" #8 3/8" 3/4" 2' x 8' x 0.072'x 0.224" 118"= 0.125" #10 12 1' 2" x 9" x 0.072' x 0.224%. 1/8' = 0.125' #12 3/4' 1-1/2' 2' x 9' x 0.082' x 0..306' 1/8' = 0.125' #14 or 1/4" 1-3/4' 1 2- x 10' x 0.092' x 0.369" 1/4'=0.25' 5/16' 7/8' I 3/8" 1' 1 Z I • 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' shall use a full lap cut or 1/16" gusset plate. 2. All gusset plates shall 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 shown is the total for each splice with 1/2 the screws on each6side of the cut. 4. The number of screws is based on the maximum allowable moment of the beam. ' 5. The number of deck anchors is based on RAWL R Tapper allowable load data for 2,500 psi concrete and / or equal anchors may be used. The number shown Is the total use 1/2 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 screws is the same for each splice with 1/2 the screws on each side of the out. 8. All beam to upright connections for 2" x 7" beams or larger shall have an internal or extemal gusset plates. Gusset plates are required for mansard or gable splice connections. 9. For gusset plate connections 2" x 9' beams or larger use 3/4' long screws. 10. The side wall upright shall have a minimum beam size as shown above, le., 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 1/2 the screws on each side of the cut. Table 1.7 Minimum Size Screen Enclosure Knee Braces And Anchoring Required Aluminum 6063 T-6 Brace Length Extrusion Anchoring System 0'- 2'-W 2' x 2" x 0.044" 2' H=Channel With 3 #10 x 12' EACH SIDE To 3'-0' 2' x 3' x 0.045' 2"H -Channel With 3 #10 x 12" EACH SIDE To 4'-6' 2' x 4" x 0.044' x 0.12' 2" H -Channel With (4) 3/4' long screws (size to be determined by beam size, see table 9.6) (See Table 1.6 For Number And Size of Screws) Note: 1. For required knee braces greater than 4'-6' contact engineer for specifications and details. 2. Cantilever beam detail shown on page 1-32 shall be used for host structure attachment when knee brace length exceeds 4'-6". 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 PAGE © COPYRIGHT 2003 1-59 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF IAV/RENCE E. BENNETi, P.E. SECTION i SCREENED ENCLOSURES' DETAIL ILLUSTR&EP TYPICAL 2" x 4" S.M.B. THRU 2" x 9" SUB CONCRETE DECK EDGE CONNECTIONS SCREEN 2" x 2" PRIMARY ANGLE VARIES COLUMN SIZE S.M.B.OR SB �_ TOTAL #10x.'414" S.M.S. 5d (MIN.)' I — — 6 6 (4)1/4" 10 2 x 6 (4)1/4" 8 2 x 7 — — — — 12 SECONDARY 2"x 2'x 0.063" 2-1/2" (MIN.) 14 2x9 (6)1/4" 16 ANGLE (SEE SECONDARY (10)1/4" BOLT 0 1 5d DISTANCE ANGLE ANCHOR SCHEDULE 1/4" 1-1/4' © 6 AND SECTION 9) 3/8" CONCRETE ANCHORS INTO . 1" x 2" O / B BASE PLATE (TYP.) PRIMARY AND SECONDARY . #10 x 3/4" S.M.S. (TYP.) e ANGLES S.M.S. STICHING SCREWS @ 2 " x S.M.B. COLUMN 24" O/C FOR S.M.B. (SEE TABLE 1.6 FOR SIZE) TOP VIEW POST TO DECK DETAIL ' SCALE: 3"= V-0" SECONDARY ANGLE ANCHOR SCHEDULE COLUMN SIZE S.M.B.OR SB TOTAL CONCRETE ANCHORS TOTAL #10x.'414" S.M.S. 2 x 4 2 x 5 (4)1/4" 6 (4)1/4" 10 2 x 6 (4)1/4" 8 2 x 7 (,.4)_1/4" 12 2 x 8 (6)1/4" 14 2x9 (6)1/4" 16 2x10 (10)1/4" 18 SEE SECTION #9 FOR ADDITIONAL ANCHOR INFORMATION Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTON& FL 32121 TELEPHONE (386) 7674774 FAX (386) 767.6556 . PAGE © COPYRIGHT 2003 1-48 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SCREENED ENCLOSURES SCREEN 'd' VAR;ES 4" SHOWN 1" x 21',0.6. BASE PLATE (TYP.) SECONDARY a el 2" x (d - 2 ") x 0.063" ANGLE ; EACH SIDE OF COLUMN W/ #10 —. [e 0 91p. S.M.S. -. (SEE SCHEDULE NEXT PAGE) s d I e v I CONCRETE ANCHOR (SEE SCHEDULE NEXT PAGE) NOTE: DETAIL ILLUSTRATES l— TYPICAL 211 " x 4 S.M.B. COLUMN 2" 5d CONNECTION (MIN.) (MIN.) SIDE VIEW SCREEN CONCRETE ANCHOR THRU ANGLE OR WITHIN 6" OF UPRIGHT IF INTERNAL SCREWS INTO SCREW BOSSES NOTE: SELECT.GONCRETE ANCHOR FROM TABLE 9.1 �•— 6- 3000 SECTION 1 2" x 2" x 0.063" PRIMARY A'' G, EACHSIQEi, T-4110 x 3/4r15.M.S. EACH SiDE (SEE SCHEDULE NEXT PAGE; 5d' RIIN1,MUIM EDGE DISTAL::,: FROM EXTERIOR OF COLOAA TO OUTSIDE EDGE OF SLAB BOLT 0 '5d DISTANCE 1/4- 1-1/4' GRADE 1-1/4" MIN. CONCRETE ANCHOR EMBEDMENT TYPICAL S.M. OR SNAP SECTION COLUMN' (2) #10 x 3/4" S.M.S. EACH SID: PRIMARY 2" x 2"x 0.063" ANGL, 1" x 2" BASE PLATE (TYP.) Ie e� • �e e � a d FOR 1-1/4" MIN. CONCRETE ANCHOR EMBEDMENT SPACING 24" O.C. FRONT VIEW 2" x 4" OR LARGER SELF MATING OR SNAP SECTION POST TO DECK DETAI SCALE: 3"= V-0" Lawrence E. Bennett, P.E. CML ENGINEER - DEVELORJENT CONSULTANT P.O. BOX 214368, SOUTH D +'ITO!1A. FL 32121 TELEPHONE (385) 767-4774 FAX_(386)767.6556 " PAGE © COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-47 SE-tJrION 1 SCREENED ENCLOSURES Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPAIENT CONSULTANT P.O. BOX 214368, SOUTH DAYTON/. FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767.6556 F ' PAGE © COPYRIGHT 2003 1-26 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 7.7• r p! t �----- COMPOSITE 2"x WEAVE RAIL BEAM - SCREEN ROOF e ®e POST TO BEAM FASTENING 0.050"H -CHANNEL (SEE TABLE 1.6) �- OR GUSSETS ®e ®� e e POST e (SEE TABLE 1.3) 6 e 6, W Z w ¢_ SCREEN 45 i a W (MAY FACE IN OR OUT) Q 9 2 � REQUIRED KNEE BRACE UJZ MINIMUM SIZE AND W CONNECTION (SEE TABLE 1.7) x • IF KNEE BRACE LENGTH LENG OF EXCEEDS TABLE 1.7 USE ' KNEE B E CANTILEVERED BEAM CONNECTION DETAILS I e HOST STRUCTURE ROOFING e e (2) 2" LAG SCREWS (SEE SECTION 9 FOR SIZE) ZD 2" STRAP - LOCATE AND FASTEN PER STRAP LOCATION DETAIL PAGE 1-20 e . FASCIA AND SUB -FASCIA 6 2" x 2" ANGLE WITH (4) S.M.S. 6 (SEE SECTION 9 FOR SCREW a SUPER OR IZES) EACH SIDE TO BEAM TO a EXTRUDED MAX. DISTANCE TO SUPER OR EXTRUDED GUTTER HOST STRUCTURE GUTTER WALL 24" WITHOUT SITE SPECIFIC ENGINEERING SUPER OR EXTRUDED GUTTER RISER (OR TRANSOM) WALL Cad FASCIA - DETAIL 4 SCALE: 3"= V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPAIENT CONSULTANT P.O. BOX 214368, SOUTH DAYTON/. FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767.6556 F ' PAGE © COPYRIGHT 2003 1-26 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION 1 SCREENED ENCLOSURES m " e•roeo el lora no Mrrol InGn r_I ITTI=R t 41 SPACING/ 2 -* SPACING / 2SPACING/2 SPACING / 2 BEAM SET SPACING BEAM SET SPACING moo- 0 STRAP LOCATION FOR SUPER OR EXTRUDED GUTTER REINFORCEMENT 00 2"x _" x 0.050" STRAP @ EAC BEAM CONNECTION AND @ 1/2 BEAM SPACING W%'(2) S.M.S. PER STRAP (SEE SECTION -9) ALTERNATE 2" S.M.S. OR LAG SCREWS TRANSOM (SEE SECTION 9) I UPRIGHT I SUPER OR EXTRUDED UTTER 'gRj`cs�ti/\ ®\ ANGLE OR RECEIVING \ CHANNEL (SEE SECTION 9 FOR DETAILS) SCREW PATTERNS MAY VARY (SEE TABLES OR NOTES FOR MAX. DISTANCE FROM FASCIA SIZE AND NUMBER OF TO HOST STRUCTURE WALL SCREWS) - '�— 24" WITHOUT SITE SPECIFIC BEAM CAP ENGINEERING SELF MATING BEAM CONNECTION TO SUPER OR EXTRUDED GUTTER SCALE: 3"= V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767-4774 F FAX (386) 767-6556 PAGE - © COPYRIGHT 2003 1-20 NOT TO BE REPRODUCED N WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 1 SCREENED ENCLOSURES-- A, NCLOSURES- J. - (5) #10 S.M.S. (MIN.) f 1/8" x 1-1/2" x 8" FLAT BAR 0.125' PLATE OUT N 45' ANGLE EYE -BOLT OR TURNBUC LE FOR CABLE TENSION STAINLESS STEEL (SEE ABLE) PERIMETER FRAMI EMBER TYPICAL CABLE CONNECTIONS C NER - DETAIL 1 SCALE: 3"= A ALTERNATE: USE (1)1/4" x 1 -1/4' -FENDER WASHER EACH SIDE OF ® FRAME MEMBER EITHER A OR B 1"x2"x0.125"CLIP AND (4) #10 x 3/4" S.M.S. EACH SIDE FOR CABLES MIN. (2) CLAMPS R EQUI RED/7 \VMIN. 1/4" EYE BOLT. WELD EYE CLOSED (TYP-) ,TERNATE TOP CO NER OF CABLE CONNEC ON - DETAIL 1A SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214368• SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767-4774 FAX (386) 757.6556 -i PAGE Q COPYRIGHT 2003 1-38 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. SECTION 1 SCREENED ENCLOSURES. \ \\ 5d (MIN.) 5-1/2" (6" NOMINAL) u SLAB (MIN.) 5d (MIN.) J P.S.I. CONCRETE pIjIIIIIIjfI6 x 6 - LDED WIRE IF MESH OR FIBER CONCRETE ALTERNATE CABLE CONNECTIONS (a� FOUNDATION - DETAIL 2C SCALE: 3"= 1'-0" Lawrence CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 PAGE © COPYRIGHT 2003 1-40 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PER)AISSION OF LAWRENCE E. BENNETT. P.E. 2"x 2"x 0.125" ANGLE STAINLESS STEEL CA 2-1/4" x 1-1/2" CONCf tI TE' ' ANCHORS (MIN.) CABLE CLAMP (SEE TABLE) NOTE: M/N MIN. 3-3/4" SEE PAGE 1-38 FOR NUMBER Sd (4" NOMINAL) OF CABLES REQUIRED SLAB DISTANCE FROM EDGE OF SLAB = 5(D) OF SCREW AtTERNA CABLE CONNECTION AT -SLAB DETAIL - DETAIL 2B... SCALE: 3"= V-0" SELECT ANCHOR FROM TABLE 91A MIN. SHEAR 607# • FOR 3/32" CABLE AND 445# FOR 1/8". CABLE, FOR 3/32" CABLE ' 1-1/2" CONCRETE 1/4" x ANCHORS (MIN.) \ \\ 5d (MIN.) 5-1/2" (6" NOMINAL) u SLAB (MIN.) 5d (MIN.) J P.S.I. CONCRETE pIjIIIIIIjfI6 x 6 - LDED WIRE IF MESH OR FIBER CONCRETE ALTERNATE CABLE CONNECTIONS (a� FOUNDATION - DETAIL 2C SCALE: 3"= 1'-0" Lawrence CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 PAGE © COPYRIGHT 2003 1-40 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PER)AISSION OF LAWRENCE E. BENNETT. P.E. 1`1415 INSTRUMENT 1'REPIO�D Ptr � NAME �l%'r i rkaC '.i 0" . ADDL O.3v r 1 ---7 17!*7 i' --`i NOTICE OF COMMENCEMENT State of Florida County of Semimle Permit No Tax Folio No. (PID) 33-19-30414-oo90440 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statute, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY (Legal description of the property and street address) Lot 40 Country Club Park PR 8o PGS 9348 Seminole County. Florida GENERAL DESCRIPTION OF IMPROVEMENT Install Screen Enclosure OWNER INFORMATION Name and address Crain W. & Celesle M. Smith 189 Brushcreek Dr Sanford FL 32771 Interest in property (Fee Simple, Partnership, eta) NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER (If other than owner) N/A CONTRACTOR Florida Pool Enclosures Inc. Name and address P.O. Box 521136 SURETY (BoudiDg Company) Longwoo IRDUIT MW C�1Y Name and address N/A 407-260-2800 M ECM PG 0919 Amount of Bond CLERK'S • 200.3107428 LENDER TECO D sun/ew 46116111 AN Name and address AECMINB FINS 6'46 46COM BY N Mold" RftttfRwftf}ttttttttfR}wwMwtfft}wRtww}ttfftttttffw}twRRRRRtRtttttffttfwMwwtf}ftttftw Persons 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 Nom► ttflttfttttRtfftttttfttffwtfttfftf}Rt}RRRftfffwttRtttftlwRfwRfwRRtffttftttftfffRt}t}tff In addition to himself, Owner designates N/A of To receive a copy of the Lienor's Notice as provided in Section 713.13(lxb), Florida Statutes. tttttff ttttttawffttwwtrttttufttffw}ftttwwfwwwffwrtw}ftuftfwwtwtwfwwwwwttt»wt tttttt Expiration Date of NEfice of Commencement 1 Year plus any additio ■1 period of tim (The ration d 1 year m date of recording unl ss a dilfereat a is 6specified. Craig W. Smith J Date S a A Cara W MCA@, S rg to and subscribe�d�fv'�� me this S!! Day ofY&V, -/L , 2003 ' My Cornm3sion DOW,,, C !].twat' s+'✓I�LL.� My Commission Expires: `l - / �� G Kaes sephnpf, i,. Zoos The foregoing instrument was acknowledged before me this" day of L& 2003 by Craig W. & Celeste M. Smith (Dame of person acknowledged), who Is personally known to me or who has produced Drivers LD. as identification and who did/did not take an oath. Document Prepared by: � y }i . Ct11t1E0 COPT MARYANNE MORS CLERK Of CIRCUIT COUP FLoW& i;u L� U `200 K�•