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341 Porchester Dr (3)
`j CITY OF SANFORD PERMIT APPLICATION Permit # :_ 0►: Mav q,�q Date: Job Address: 41 -PM-ii +Plbrc.h Qsdn [A. 2LACr[f Description of Work: Historic District: Zoning: Value of Work: I1 Permit Type: Buildidg 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 other than x) Parcel tt: � • I C 2 ' ; 0 ' 519- O 0V D - 6230 (Attach Proof of Ownership & Legal Description) Owners Name & Address: CJF_ j11rcxAs C �i�j',�$� /1 /! q / 3V/ �o/iCHES7E� DK.-sANFUR_D CL 3D-)7 Phone: 7—%/6– /75/ Contractor Name & Address: l�/> SCiyc Z S2' S , n !a/O CC,,"((n��/rRA I'ARIt r�1DR SA/li�c/IZD r& 3, 27 / State License Number: I\X005 40 14' Phone & Faz: `�IJ�I • � � I Contact Person: J ps �7°.y Phone: 40 r 3�z Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Phone: Fux: . 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: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions this county, and there may be additional permits required from other governmental entities s Acceptance o it is verification that I will notify the owner of the property of the requi LJ Signature of Owner/Agent i Date tel_ `o, _ !/ �_ ___ nt of this pro pe that may be found in the nanage ent i cts, , tate agencies, or of Notary -State of pF cords of agencies. Marlette R Mosley 0 Marietta R Mosley My Commission DD191455 My Commission DDI 91455 Owner/Agent is P rso t Contractor/A ant is Pe e Produced [D pry Expires July 08, 2007 g gkpires July 08, 2007 — / Produced ID APPLICATION APPROVED BY: Bldg: (�/ ` J `Zoning: ` `� a7 Utilities: FD: tia & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: � 43 January 01, 2007 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/company is hereby authorized to use my. "ALUMINUM STRUCTURES DESIGN MANUAL" during the year 2007. When we publish and distribute the 2006 ed of the "ALUMINUM STRUCTURES DESIGN MANUAL", they will be authorized to use that manual for the remainder of 2007. Our authorization is on a yearly basis (from January to January), requardless of the edition of the manual. This authorization also applies to,!contractor master file drawings, " ONE PERMIT ONLY" drawings oany "site specific" drawings that I may furnish the contractor. Edmond R Senez Jr CRC1329193 Senez Home Improvement Spec. LLC 720 N. Volusia Ave. Orange City, FL 32763 They are hereby added to my 2007 MASTERFILE LIST Should you have any uestions please contact me at your convenience. /� /�_ i Sincerely, Lawrence E. OFFICF Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 OFFICE http://www.scpafl.org/web/re_web.seminole_county_title?parcel=34193051900000310&c... 4/16/2007 4 DAVID JOHNSON, CFA, ASA 4229 PROPERTY 3D APPRAISER y, V SEMINOLE COUNTY Ft- 11rn 01E. FIRST ST 47 s' -4 32 SAKFORD, FL 32771-1468 (n 407-665-75 6 1� a 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 34-19-30-519-0000-0310 Number of Buildings: 1 Owner: BEHRENS DAVID W & CHRISTINA F Depreciated Bldg Value: $274,543 Mailing Address: 341 PORCHESTER DR Depreciated EXFT Value: $1,950 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $62,000 Property Address: 341 PORCHESTER DR SANFORD 32771 Land Value Ag: $0 Subdivision Name: KAYS LANDING PHASE 1 Just/Market Value: $338,493 Tax District: S1-SANFORD Assessed Value (SOH): $338,493 Exemptions: 00 -HOMESTEAD (2007) Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $313,493 Tax Estimator SALES 2006 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified Tax Amount(without SOH): $1,220 SPECIAL 08/2006 06394 0458 $510,000 Improved Yes 2006 Tax Bill Amount: $1,220 WARRANTY DEED Save Our Homes (SOH) Savings: $0 SPECIAL 09/2005 05968 1145 $783,700 Vacant No WARRANTY DEED 2006 Taxable Value: $62,000 DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Land Unit Land PLATS: Pick... Frontage Depth Method Units Price Value LOT 31 KAYS LANDING PHASE 1 PB 67 PGS LOT 0 0 1.000 62,000.00 $62,000 41 - 43 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Bid Type Fixtures Ext Wall Bid Value Num Bit SF SF SF New 1 SINGLE 2006 12 1,882 3,884 2,951 CB/STUCCO $274,543 $275,923 FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED / 198 Appendage / Sgft GARAGE FINISHED/ 564 Appendage / Sgft OPEN PORCH FINISHED / 171 Appendage / Sgft UPPER STORY FINISHED / 1069 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New FIREPLACE 2006 1 $1,950 $2,000 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. OFFICE http://www.scpafl.org/web/re_web.seminole_county_title?parcel=34193051900000310&c... 4/16/2007 111897 LD =D POWER OF ATTORNEY Date: I hereby name and appoint of Ed St u m I n ww / to be my lawful attomey in fact to act for me and apply 1 to Dfor I ^ a � C� ' rc r 1 permit for work to be performed at a location described as: Section Township Range Lot Block subdivision P rcel 0 34.0 •3Q - s . ccw - 031 34p r ch�S-�2r I�►r _ �C�rrC (Address of Job) 6 34I rc-hesx D, el (Owner of Property and Address) and to sign my name and do all things necessary to this appointment F -C Acknowledged: Sworn to and subscribed before me this `7 Day of OUU A.D. r Notary Public, State of Florida � - � j6WJ6 C' (Seal) My Commission Expires: A. !2, �nr)9 NOTARY PUBLIC -STATE OF FLOP.I -: _ Vera L. Lovelace OFFICF Commission ITA71107 Expires: SEI7 12, 2009 i'; r<:ie�l'Fi1E� h�lan�e F3en�ing Co- Inc 00 x 60 Code violations found during inspection are required to be corrected. Plan/permit issuance does not grant approval of a code violation. 2004 FBC109.1 nsaiA;q2.d Structural plan review is limited to a 8 general survey for code compliance. No review is implied nor was taken to verify structural adequacy O q o > �+E 5 k W 0 7 U �a o � z a).L Urn po woo a Code violations found during inspection are required to be corrected. Plan/permit issuance does not grant approval of a code violation. 2004 FBC109.1 nsaiA;q2.d Structural plan review is limited to a 8 general survey for code compliance. No review is implied nor was taken to verify structural adequacy Required emergency escape and rescue openings are not allowed to open into this screen room unless a screen door leading away from the residence is provided. FRC R310.1 IL (zao 2 (zaz) i %A (Z,*I) (Z\*I) [ O X 3. � N � 60 1 W z�I zz F- > yaZGO++ Y 8' 8' Front View �;ov+kyl Ft, 1-71 ,00 o W w rri PERMIT # 07- 11 1-7 � U DATE: 6-15-07 OFFICE_.. O Required emergency escape and rescue openings are not allowed to open into this screen room unless a screen door leading away from the residence is provided. FRC R310.1 IL (zao 2 (zaz) i %A (Z,*I) (Z\*I) [ O X 3. � N � 60 1 W z�I zz F- > yaZGO++ Y 8' 8' Front View �;ov+kyl Ft, 1-71 ,00 o W w rri PERMIT # 07- 11 1-7 � U DATE: 6-15-07 OFFICE_.. Design Check List for Pool Enclosures (Page 1 of 4) I. Design Statement: These plans have been designed in accordance with the Aluminum Structures Design Manual by Lawrence E. Bennett and are in compliance with the 2004 Florida Building Code Edition with 2006 Supplements, Chapter 20, ASM35 and The 2005 Aluminum Design Manual Part I -A & II -A; Exposure 'B'n or'C'F--1 or'D'II; Importance Factor 0.87 for 100 MPH and 0.77 for 110 MPH and higher; Negative I.P.C. 0.00; _ MPH Wind Zone for 3 second wind gust; Basic Wind Pressure ; Design pressures are —PSF for roofs & _ PSF for walls. (see page 1 ii for wind loads and design pressures) A 300 PLF point load is also considered for screen roof members. Notes: Wind velocity zones and exposure category is determined by local code. Design pressures and conversion multipliers are on page 1 -ii. II. Host Structure Adequacy Statement: I have inspected and verify that the host structure is in good repair and attachments made to the structure will be solid. Aqw05 r7 • Phone: 386-775-4915 Con for / Authorize Rep* a (please print) • Date: 5/7/07 Contractor / A04zed ep* Signat Chris Behrens, 341 Porchester Dr., Sanford, FL Job Name & Address Note: If the total of beam span & upright height exceeds 50' or upright height exceeds 16', site specific engineering is required. Ill. Building Permit Application Package contains the following: Yes No A. Project name & address on plans .............................................. Im El B. Site plan or survey with enclosure location.......... .......................... C. Contractor's / Designer's name, address, phone number, & signature on plans .... El 0 D. Site exposure form completed ................................................. E. Enclosure layout drawing @ 1/8" or 1/10" scale with the following: . ............... 171 1. Plan view with host structure, enclosure length, projection from host structure, . . and all dimensions 2. Front and side elevation views with all dimensions & heights .................. Note: All mansard wall drawings shall include mansard panel at the top of the wall. 3. Beam location (show in plan & elevation view) & size ......................... (Table 1.1 & 1.6) Roof frame member allowable span conversions from 120 MPH wind zone, "B" LULU Exposure to MPH wind zone and / orEJC" oro'D" Exposure for load width of :�: 0 Note: Conversion factors do not apply to members subject to point load (P). Look up span in appropriate 120 MPH span table and apply the following formula: I:m Span Required Converted 120 MPH Span / Height Age @ 0.00 (b or d) x 1.00 (b or d) x 1.00 (b or d) _ Wind Zone Multiplier Exposure Multiplier (see page 1 ii) (see page 1 ii) IZI 4. Upright location & & El CV) (show in plan elevation view) size ....................... 0 (Table 1.3 & 1.6) Z 5. Chair rail & girt size, length, & spacing ..................................... (Table 1.4) i> 6. Eave rail size, length, spacing and stitching of ... ............................ C (Table 1.2) * Must have attended Engineer's Continuing Education Class within the past two years. b-1 Design Check List for Pool Enclosures (Page 2 of 4) Wall frame member allowable span conversions from 120 MPH wind zone, "B" Exposure to 0.00 MPH wind zone and / or DC" or❑'D" Exposure for load width of 1.00 : Look up span in appropriate 120 MPH span table and apply the following formula: Span / Height Required Converted @ 120 MPH Span / Height or _ MPH 0.00 (b or d) x 1.00 (b or d) x 1.00 (b or d) = Wind Zone *'` Exposure Multiplier Multiplier J (see page 1 ii) Yes No 7. Enclosure roof diagonal bracing in plan view ............................... . 8. Knee braces length, location, & size ........................................ (Table 1.7) 9. Wall cables or K -bracing sizes shown in wall views .......................... IV. Highlight details from the Aluminum Structures Design Manual: Yes No A. Beam & purlin tables with size, thickness, spacing, & spans / lengths ............. (Tables 1.1 & 1.2 or 1.9.1 & 1.9.2) B. Upright & girt tables with size, thickness, spacing, & spans / lengths ............... (Tables 1.3 & 1.4) C. Table 1.6 with beam & upright combination ..................................... D. Connection details to be use such as: 1. Beam to upright........................................................... 2. Beam to wall.............................................................. Beam to beam............................................................. ED3. 4. Chair rail, purlins, & knee braces ........................................... 5. Extruded gutter connections ................................................ 6. Angle to deck and / or sole plate ............................................ 7. Anchors go through pavers into concrete .................................... 8. Minimum footing and / or knee wall details ................................... 9. Cable or K- brace details Section 1 .......................................... Wall area calculations for cables: W = wall width, H = wall height, R = rise W1 = width @ top of mansard, W2 = width @ top of wall E. Select footing from examples in manual. Example 1: Flat Roof Front wall @ eaves 8.00 ft. x 8.00 ft. = 64.00 ft.2 @ 100% = ........ . . ........ .. 64.00 ft.2 W H a Largest side wall: 8.00 ft. x 8.00 ft. = 64.00 ft.2 @ 50% =32.00 ........................ ft.2 W H b Total area / (233 ft.2 / cable for 3/32") = 0 cable pairs TOTAL = .......... 96.00 ft. 2 or Total area / (445 ft.2 / cable for 1/8") = _± _cable pairs Side wall cable calculation: 64.00 ft.2 @ 100% = .................................. 64.00 ft.2 b Side wall area / (233 ft.2 / cable for 3/32") = 0 cable(s) or Side wall area / (445 ft.2 / cable for 1/8") = 0 cable(s) PLANS R EVI EWE U e, CITY of SIANNFORD Inspection Guide For Pool Enclosures (page 1 of 1) 1. Check the building permit for the following: Yes No a. Permit card & address........................................................ 0 0 b. Approved drawings and addendums as required .............. ................ . c. Plot plan or survey ... ... .......................................... d. Notice of commencement..................................................... 0 2. Check the approved site specific drawings or shop drawings against the "AS BUILT" structure for: Yes No a. Structures length, projection, plan & height as shown on the plans ............... . 0 0 b. Beam size, span, spacing & stitching screws ................................... c. Purlin size, span & spacing ............................................... _.................................. d. Upright size, height, spacing & stitching screws ................................. e. Chair rail size, length & spacing ............................................... f. Eve rail size, length, spacing & stitching of 1" x 2" to 2" x 2" ...................... g. Enclosure roof diagonal bracing is installed snug ................................ 0 h. Wall cables or'K' bracing are installed snug ..................................... Q L Knee braces are properly installed .............................................. 3. Check load bearing uprights for the following: Yes No a. Angle bracket size & thickness ................. .............................. 0 b. Correct number, size & spacing of fasteners to upright .. .. ......... c. Correct number, size & spacing of fasteners of angle to deck and sole plate ..... . d. Upright is anchored to deck through brick pavers then anchors shall go through pavers into concrete .................................................. ....... 0 4. Check the load bearing beam to upright for: a. Upright to beam connection and / or splices have correct number & spacing of Yes No screws....................................................................... 0 b. Overlap beam to upright or gusset plate ........................................ 0 0 c. If angle brackets are used in framing check for correct thickness and size & number offasteners.................................................................. 0 5. Check load bearing beam to host structure and / or gutter for: Yes No a. Receiver bracket, angle or receiving channel size & thickness ................... . b. Size, number & spacing of anchors of beam to receiver ....................... . c. Size, number & spacing of anchors of receiver to host structure of gutter .......... d. Correct anchoring of gutters to host structure .................................. . 6. Check the wall cables: Yeses No a. Location & number ................................................... 0 0 b. Top bracket size and fasteners ................................................ 0 c. Eye bolts are welded......................................................... d. Bottom strap to concrete connection ........................................... 7. Check wall 'K' bracing (if required): Yes 0 No a. Location & size ............................ ............ ................. b. Angle, gusset or clip size & number ............................................ c. Number & size of fasteners ................................................... 8. Check electrical ground: Yes 0 No a. Property completed............................................................ b. Angle, gusset or clip size & number .......................................... . 0 c. Number & size of fasteners .............................. .................... 9. Check the doors on pool enclosures: Yes No EJ a. Door handle @ 54" from the deck ............................................. Notes: SCREENED ENCLOSURES SECTION 1 SIDE WALL MEMBER SCREEN (TYP.) WCABLE CONNECTION �— (SEE DETAILS SECTION 1) HOST STRUCTURE (SEE TABLES GIRT 1.3, 1.4 & 1.6) 1 " x 2" (TYP.) GRADE K -BRACING (OPTIONAL) CABLE CONNECTION (SEE DETAILS SECTION 1) TYPICAL FLAT ROOF - FRONT WALL ELEVATION EXISTING STRUCTURE i, K -BRACING (OPTIONAL) FRONT WALL ALUMINUM COLUMNS (TABLES 1.3, 1.4 & 1.6) SIZE MEMBERS PER APPROPRIATE TABLES SCALE: N.T.S. TYPICAL FLAT ROOF - ISOMETRIC SCALE: N.T.S. SIDE WALLS AND FRAMING SIZES (TABLES 1.3, 1.4 & 1.6) ALUMINUM BEAMS (TABLE 1.1 OR 1.8) PURLIN DIAGONAL ROOF BRACING (SEE SCHEMATIC SECTION 1) GIRT (TYP.) CABLE BRACING TYPICAL NOMENCLATURE FOR SCREENED ENCLOSURES H - MAXIMUM UPRIGHT HEIGHTS L - MAXIMUM BEAM SPAN WITHOUT KNEE BRACE. (ADD HORIZONTAL LENGTH OF KNEE BRACE TO SPAN FROM TABLES) SW - SIDE WALLS CAN BE FRAMED WITHOUT TOP BEAM AND CAN BE SMALLEST EXTRUSIONS ALLOWED BY SPAN TABLES W - SCREEN PANEL SPACING CONNECTION DETAILS AND NOTES ARE FOUND IN SUBSEQUENT PAGES. 'h�%Sfl �,✓ S Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING /d T P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386)767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net Sin , PAGE © COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. -1 SCREENED ENCLOSURES SECTION 1 MINIMUM POST SIZES REQUIRED FOR EACH BEAM SIZE (SEE TABLE 1.6) 2" x 6" SELF MATING BEAM 1" x 2" OPEN BACK SECTIONS ATTACHED TO 2" x 2" W/ #10 x 1-1/2" S.M.S. @ 24" O.C. _ OR CONTINUOUS SNAP SECTIONS OR 2"x 3" (4) �p,M SPLINE GROOVE SECTION ®® 2, x6 J 1" x 2" OPEN BACK FASTENED ®® - TO POST W/ (2) #10 x 1-1/2" ALTERNATE FLAT ROOF S.M.S. I SELECT FASTENER SIZE, NUMBER AND PATTERN ATTACH 2" x 2" PURLINS TO (SEE TABLE 1.6 & 9.5A OR 9.56) SELF MATING BEAMS W/ (2) #10 x 1-1/2" S.M.S. INTO 2" x 3" HOLLOW OR SNAP SCREW BOSSES I SECTION =;S�LOPING O UPRIGHT CONNECTION DETAIL PARTIAL L PII LlNSREVIEWED Li-ICIVIL Lawrence E. Bennett, P.E. FL # 16644 & STRUCTURAL ENGINEERING pull- Box 214368, South Daytona, FI 32121 ` C F SAN TelephP.O. Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net PAGE © COPYRIGHT 2006 1-9 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 1 SCREENED ENCLOSURES STRAP SUPER OR EXTRUDED GUTTER /HOST S RUCTURE / SPACING / 2 + SPACING 12 SPACING 12 i SPACING / 2 --- BEAM SET SPACING - -- BEAM SET SPACING STRAP LOCATION FOR SUPER OR EXTRUDED GUTTER REINFORCE SCALE: 3/8"= -l' -O" 2" S.M. . (SEE SECTION 9) 2" xs" x 0.050" STRAP @ EACH BEAM CONNECTION AND @ 1/2 BEAM SPACING W/ (2) S.M.S. PER STRAP (SEE SECTION 9) SELF ' SUPER OR MATING ® - EXTRUDED BEAM ® GUTTERrAANGLE=RRECEIVING (SIZE CHANNEL (SEE SECTION 9 VARIES) ® FOR DETAILS) MAX. DISTANCE FROM FASCIA - - - - - = - - TO HOST STRUCTURE (SEE TABLE 1.11) ALTERNATE CUT OFF BEAM & SCREW PATTERNS MAY VARY CAP W/ RECEIVING CHANNEL (SEE TABLES OR NOTES FOR MBER OF LTERNATE FLAT BEAM SELF MATING BEAM CONNECTION TO SUPER OR EXTRUDED GUT T R All Lawrence E. Bennett, P.E. FL # 16644 FLANS REVIEWED CIVIL & STRUCTURAL ENGINEERING Am , South Daytona, F132121 OF p � CAP.O. Box 86) 76 Telephone #: (386) 767-4774 Fax #: (386) 767-6556CIT" i�pe�'B� Email: lebpe@bellsouth.net PAGE © COPYRIGHT 2006 1-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 1 I SCREENED ENCLOSURES PURLINS ANCHORED W/ CLIPS OR #10 SCREWS THROUGH PURLINS INTO SCREW BOSSES EAVE RAILS SHALL BE STITCHED W/ #10 x 1-1/2" SMS @ 6" FROM EACH END AND 24" OC MAX. FRONT AND SIDE BOTTOM RAILS ATTACHED TO CONCRETE W/ 1/4" x 2-1/4" CONCRETE/MASONRY ANCHORS @ PRIMARY & SECONDARY ANGLES OR @ 6" FROM EACH POST AND 24" O.C. MAX. AND WALLS MIN. 1" FROM EDGE OF CONCRETE GIRTS ANCHORED W/ CLIPS OR THROUGH #10 SCREWS INTO SCREW BOSSES PURLIN & CHAIR RAIL DETAIL SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 PLANS REVIEWED CIVIL & STRUCTURAL ENGINEERING P.O. Box 86) 68, South Daytona, FI 6) 76 CITY SrANFORC Telephone #: (386) 767-4774 Fax #: (386) 767556 Email: lebpe@belisouth.net PAGE 1.58 I O NOP TOI BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREENED ENCLOSURES 1" x 2" EXTRUSION ANCHOR TO CONCRETE W/ CONCRETE ANCHORS OR THRU PRIMARY ANGLE 6" MAX. EACH SIDE OF EACH POST AND @ 24" O.C. MAX. SELECT CONCRETE ANCHORS FROM SECTION 9 MIN. 3-1/2" SLAB 2500 P.S.I. CONCRETE 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE SECTION 1 POST SIZE 2" x 4" MAX. SIDE WALL POST TO PLATE TO CONCRETE DETAIL 1" x 2" EXTRUSION ANCHOR TO CONC. W/ CONC. ANCH. 6" MAX. EA. SIDE OF EA. POST AND @ 24" O.C. MAX. SELECT CONCRETE ANCHORS FROM SECTION 9 MIN. 3-1/2" SLAB 2500 P.S.I. CONIC. 6 x 6 -10 x 10 W.W.M. OR FIBER MESH CONC. SCALE: 3" = 1'-0" 2" x 2", 2" x 3" OR 2" x 4" HOLLOW SECTION (SEE TABLES) MIN. (3) #10 x 1-1/2" S.M.S. INTO SCREW BOSSES MASONRY ANCHOR @ 6" EA. SIDE OF POST AND @ 24" O.C. MAX. SELECT CONCRETE ANCHORS FROM SECTION 9 SIDE WALL HOLLOW POST TO BASE DET 1— — --- POOL ENCLOSURE UPRIGHT TO DECK ANCHOR REQUIREMENTS General Notes and Specifications: 1. The uplift load on a pool enclosure upright is calculated as 1/2 the beam span x the beam spacing x the screen load of 7# / Sq. Ft. EXAMPLE: FOR A 2" x 6" BEAM WITH A SPAN OF 23' AND A BEAM & UPRIGHT SPACING OF 7' USE: 1/2 x 17'-11" x Tx 10#/Sq. Ft.= 627.2# UPLIFT 2. Table 1.6 of this manual uses the worst case loads for all cases. 3. In all cases there must be a primary anchor within 6" of each side of the upright. 4. For attachment to wood deck (min. 2" nominal thickness) use wood anchors with details shown above (min. 1-3/8" embedmentZ_ . ,�. s.4, @ COPYRIGHT 2006 Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 1-61 SECTION 1 SCREENED ENCLOSURES 2" x 2" x 0.063" PRIMARY ANGLE EACH SIDE SCREEN 'd' VARIES #10 x 3/4" S.M.S. EACH SIDE _ 4" SHOW (SEE SCHEDULE NEXT PAGE) 1" x 2" O.B. BASE PLATE (TYP.) 5d" MINIMUM EDGE DISTANCE SECONDARY ® ® FROM EXTERIOR OF COLUMN 2" x (D - 2 ") x 0.063" ANGLE TO OUTSIDE EDGE OF SLAB EACH SIDE OF COLUMN W/ #10 - (D ® BOLT 0 5d DISTANCE fl4dS.M.S. 1/4" 1-1/4" (SEE SCHEDULE NEXT PAGE) a 3/8" 1-7/8" CONCRETE ANCHOR a a. a GRADE (SEE SCHEDULE PAGE 65) — a 1-1/4" MIN. CONCRETE NOTE: DETAIL ILLUSTRATES _ ANCHOR EMBEDMENT TYPICAL 2" x 4" S.M.B. COLUMN 2"51 2500 P.S.I. CONCRETE OR CONNECTION ALTERNATE 2" x _ WOOD IN. DECK SIDE VIE TYPICAL S.M. OR SNAP SCREEN SECTION COLUMN #10 x 3/4" S.M.S. EACH SIDE CONCRETE ANCHOR THRU (SEE SCHEDULE PAGE 1-65) ANGLE OR WITHIN 6" OF UPRIGHT IF INTERNAL PRIMARY 2" x 2" x 0.063" ANGLE SCREWS INTO SCREW 1" x 2" BASE PLATE (TYP.) BOSSES_ Q ° NOTE: SELECT CONCRETE ANCHOR FROM TABLE 9.1 A G .. 4 _ 1-1/4" MIN. CONCRETE ANCHOR EMBEDMENT �— 6" 6" (MAX.) —? -- (MAX.) ---- MAX. SPACING 24" O.C. FOR BOTH SIDES FRONT VIEW 2" x 4" OR LARGER SELF MATING OR SNAP SECTION POST TO DECK DETAILS SCALE: 3" = 1'-0" NOTE: 1. FOR SIDE WALLS OF 2" x 4" OR SMALLER ONLY ONE ANGLE IS REQUIRED. 2. PREDRILL PAVERS W/ MIN. 1/4" MASONRY BIT. Lawrence E. Bennett, P.E. FL # 16644 NS REV IEII CIVIL &STRUCTURAL ENGINEERING YE® P.O. Box 214368, South Daytona, FI 32121 telephone #: (366) 767-4774 Fax #: (386) 767.6556 -%ITY OF SAN FORE Email: lebpe@bellsouth.net PAGE © COPYRIGHT 2006 1-64 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREENED ENCLOSURES 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 NON- 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 ANCHOR TO SLAB OR FOOTING SECTION 1 ALUMINUM FRAME SCREEN WALL CAP BRICK BRICK KNEEWALL TYPE'S' MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB (SEE NOTES CONCERNING FIBER MESH) (3) #30 BARS OR (1) #50 BAR W/ 2-1/2" COVER (TYP. ) BRICK KNEEWALL AND FOUNDATION FOR SCREEN WALLS 1. 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 slab by field soil test (soil penetrometer) or a soil testing lab. 2. The slab / foundation shall be cleared of debris, roots and compacted prior to placement of concrete. 3. No footing is required except when addressing erosion until the slab width in the direction of the primary beams exceeds the span per table on page 1-69, then a type II slab is required under the load bearing wall only unless the side wall exceeds 16' in height or the enclosure is in a "C" exposure catagory in which case a type II footing is required. 4. Monolithic slabs and footings shall be minimum 2,500 psi concrete with 6 x 6 - 10 x 10 welded wire mesh or crack control fiber mesh; Fibermeshe Mesh, InForce- e3- (Formerly Fibermesh MD) per manufacturer's specification may be used in lieu of wire mesh. All slabs / footings shall be allowed to cure for 7 days before installing anchors. 5. If local codes require a minimum footing use Type II footing or footing section required by local code. Local codes govern. SLAB -FOOTING DETAILS ® IAi oa V-! A ®RSI?ftE: 3/4" = 1'-0" W Is "�'" ° _ ®- Lawrence E. Bennett, P.E. FL # 16644 IT OF SANFORD CIVIL & STRUCTURAL ENGINEERING C P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net PAGE © COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-71I SCALE: 3/4" = 1'-0" (1) #5 BAR CONT. 3 #3 BAR CONT. OR (2) #3 BAR CONT. OR �- 1" PER FT. MAX. FOR 3-1/2" (TYP 1 #5 BAR CONT. - 2'-0" MIN. _ F ALL SLABS) BEFORE SLOPE ,. TYPE I TY31'-10" TYPE III FLAT SLOPE / NO FOOTING MODERATE S STEEP SLOPE FOOTING 0-2" 112" 2" 112" > V-10" Notes for all foundation types: 1. 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 slab by field soil test (soil penetrometer) or a soil testing lab. 2. The slab / foundation shall be cleared of debris, roots and compacted prior to placement of concrete. 3. No footing is required except when addressing erosion until the slab width in the direction of the primary beams exceeds the span per table on page 1-69, then a type II slab is required under the load bearing wall only unless the side wall exceeds 16' in height or the enclosure is in a "C" exposure catagory in which case a type II footing is required. 4. Monolithic slabs and footings shall be minimum 2,500 psi concrete with 6 x 6 - 10 x 10 welded wire mesh or crack control fiber mesh; Fibermeshe Mesh, InForce- e3- (Formerly Fibermesh MD) per manufacturer's specification may be used in lieu of wire mesh. All slabs / footings shall be allowed to cure for 7 days before installing anchors. 5. If local codes require a minimum footing use Type II footing or footing section required by local code. Local codes govern. SLAB -FOOTING DETAILS ® IAi oa V-! A ®RSI?ftE: 3/4" = 1'-0" W Is "�'" ° _ ®- Lawrence E. Bennett, P.E. FL # 16644 IT OF SANFORD CIVIL & STRUCTURAL ENGINEERING C P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net PAGE © COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-71I SECTION 1 1 SCREENED ENCLOSURES Table 1.1 120 Allowable Spans for Primary Screen Roof Frame Members Aluminum Alloy 6063 T-6 For Wind Zones up to 120 M.P.H., Exposure "B" and Latitudes Below 30"-30'-00" North (Jacksonville, FL) Uniform Load = 4 #/SF, a Point Load of 300 #ISF over (1) linear ft. is also considered Hollow Sections Tributary Load Width 'W' = Beam Spacing 3'-0" 4'.0" 1 T -O" 6'-0" 1 7'-0" 18'-0" 9'-0" Allowable S an 'L' / Point Load P) or Uniform Load U), bending (b), deflection (d 2" x 2" x 0.044" 4'-5" Pb 4'-5" Pb 4'-5" 1 Pb 4'-5" Pb 1 4'-5" Pb 4'-5" Pb 4'-5" Pb 2" x 2" x 0.050" 5'-2" Pb 5-2" Pb 5'-2" Pb 5'-2" Pb 5'-2" Pb 5'-2" Pb 5-2" Pb 2" x 2" x 0.090" 7'-0" Pb 7'-6" Pb 7'-6" Pb 7'-6" Pb 7'-6" Pb 7'-6" Pb 7'-6" Pb 2" x 3" x 0.045" 7'-7" Pb 7'-7" Pb 7'-7" Pb T-7" Pb T-7" Pb 7'-7" Pb T-7" Pb 2" x 4" x 0.050" 9'-1" Pb 9'-1" Pb 9'-1" Pb 9'-1" Pb 9'-1" Pb 9'-1" Pb 9'-1" Pb 2" x 5" x 0.062" 20'-5" Pb 20'-5" Pb 20'-5" Pb 20'-4" Ud 19'-4" Ud 18'-6" Ud 17'-9" Ud Self Mating Sections 3'-0" Alto '-0' Tributary Load Width 'W' = Beam Spacin 5'-0" 1 6'-0" 7'-0" 8'-0" 9'-0" Point Load P) or Uniform Load (U), bending (b), deflection (d) 2" x 4" x 0.044 x 0.1 11'-8" P 1 - Pd 11'-8" 1 Pd 11'-8" Pd 11'-8" Pd 11'-8" Pd 11'-8" Pd " 16-1" Pd Pd 16-1" 1 Pd 16-1" Pd 16-1" Pd 15'-9" Ud 15'-1" Ud 2" x 6" x 0.050" x 0.120" 20'-4" Pd 20'-4" Pd 20'-4" Pd 20'-3" Ud 19'-3" Ud 18'-5" Ud 17'-8" Ud 2" x 7" x 0.055" x 0.120" 24'-9" Pd 24'-9" Pd 24'-6" Ud 23'-1" Ud 21'-11" Ud 20'-11" Ud 20'-2" Ud 2" x 8" x 0.072" x 0.224" 34'-2" Pd 32'-9" Ud 30'-5" Ud 28'-7" Ud 27'-2" Ud 25-11" Ud 24'-11" Ud 2" x 9" x 0.072" x 0.224" 39'-3" Pd 35'-11" Ud 33'-4" Ud 31'-5" Ud 29'-10" Ud 28'-6" Ud 27'-5" Ud 2" x 9" x 0.082" x 0.310" 42'-5" Ud 38'-7" Ud 35'-10" Ud 33'-8" Ud 31'-11" Ud 30'-7" 1 Ud 29'-5" Ud 2" x 10" x 0.092" x 0.369" 1 49'-3" Ud 44'-9" Ud 41'-7" Ud 1 39'-1" Ud 37'-2" Ud 36-6" 1 Ud 34'-2" Ud Snap Sections Tributary Load Width W'= Beam Spacing 3'-0" 4'-0" 1 5'-0" 6'-0" 1 7'.0" 18'-0" 9'-0" Allowable Span' / Point Load P) or Uniform Load U , bending (b), deflection d) 2" x 2" x 0.044" 4'-10" Pd 4'-10" Pd 4'-10" Pd 4'-10" Pd 4'-10" 1 Pd 4'-10" Pd 4'-10" Pd 2" x 3" x 0.045" 7'-6" Pd 7'-6" Pd 7'-6" Pd 7'-6" Pd 7'-6" Pd 7'-6" Pd 7'-0" Pd 2" x 4" x 0.045" 10'-8" Pd 10'-8" Pd 10'-8" Pd 10'-8" Pd 10'-8" Pd 10'-8" Pd 10'-8" Pd 2" x 6" x 0.062" 22'-2" Pd 22-2" Pd 22'-2" Pd 21'-5" Ud 20'-5" Ud 19'-6" Ud 18'-9" Ud 2" x 7" x 0.062" 26'-8" Pd 26-8" Pd 25'-9" Ud 24'-3" Ud 23'-0" Ud 22'4" Ud 21'4" Ud Note: 1. Thicknesses 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 50' and a maximum upright height of 16'. Structures larger than these limits shall have site specific engineering. 3. Span is measured from center of beam and upright connection to fascia or wall connection. 4. 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. 5. Tables are based on a maximum wall height of 16' including a 4' max. mansard or gable. Other conditions may offer better spans w/ enclosure site specific engineering. 6. Spans may be interpolated. 7. To convert spans to "C" and "D" exposure categories see exposure multipliers and example on page 1 -ii. Example: Max. 'L' for 2" x 4" x 0.050" hollow section with W'= 5'-0" = 9'-1" Lawrence E. Bennett, P.E. FL # 16644 PLANS EVI EINE D CIVIL & STRUCTURAL ENGINEERING P.O. Box 214366, South Daytona, FI 32121F SAN ielephone #: (366) 767-4774 Fax #: (386) 767556 Email: lebpe@bellsouth.net CITv 4" F 0 R" D PAGE © COPYRIGHT2006 1.74 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. C SCREENED ENCLOSURES Table 1.2 120 Allowable Spans for Secondary Screen Roof Frame Members SECTION 1 Aluminum Alloy 6063 T-6 For Wind Zones up to 120 M.P.H., Exposure "B", and Latitudes Below 30°-30'-00" North (Jacksonville, FL) Uniform Load = 4 #/SF, a Point Load of 300 #/SF over (1) linear ft. is also considered A. Sections Fastened To Beams With Clips Hollow Sections 3'-6" 4'-0 Tributary Load Width W'= Purlin Spacing 4'-6" 5'.0" 5'-6" 6'.0" 6'-8" / Point Load P or Uniform Load U), bending (b), deflection d x 0.044" 92xAllowab 4'-5" 3'-6" 4'- Pb 4'-5" Pb 4'-5" Pb 4'-5" Pb 4'-5" Pb 4'-5" Pb x 0.050" 5'-2" Pb 13'-8" Pb Pb 5'-2" Pb 5'-2" Pb 5'-2" Pb 5'-2" Pb 5'-2" Pb x 7'-4" Pd 7'-0" Pd 7'-4" Pd 7'-4" Pd 7'-4" Pd 7'-4" Pd 7'-4" Pd 3" x 2" x 0.045" 5'-8" Pb 5'-8" Pb 5'-8" Pb 5'-8" Pb 5'-8" Pb 5'-8" Pb 5'-8" Pb 3" x 2" x 0.070" T-8" Pd 7'-8" Pd T-8" Pd T-8" Pd T-8" Pd T-8" Pd T-8" Pd 2" x 3" x 0.045" T-4" Pd 1 7'-4" Pd 7'-4" Pd 7'-4" Pd 7'-4" Pd 7'-4" Pd 7'-4" Pd 2" x 4" x 0.050" 9'-1" Pb 9'-1" 1 Pb 9'-1" 1 Pb 1 9'-1" 1 Pb 9'-1" Pb 9'-1" Pb 9'-1" Pb 2" x 5" x 0.062" 14'-1" Pd 14'-1" Pd 14'-1 1 Pd 1 14'-1" I Pd 14'-1" I Pd 14'-1" Pd 14'-1" Pd Snap Sections Tributary Load Width W'= Purlin Spacing 3'-6" 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 6'-8" Allowable Span 'L' / Point Load P or Uniform Load U), bending b), deflection (d) 2" x 2" x 0.044 4'-11" Pb 4'-11" Pb 4'-11" Pb 4'-11" Pb 4'-11" Pb 4'-11" Pb 4'-1 ILLEb 2" x 3" x 0.045" 7'-3" Pd 7'-3" Pd 7'-3" Pd 7'-3" Pd 7'-3" Pd 7'-3" Pd 7'-3" Pd 2" x 4" x 0.045" 9'-2" Pd 9'-2" Pd 9'-2" Pd 9'-2" Pd 9'-2" Pd 9'-2" Pd 9'-2" 1 Pd B. Sections Fastened Through Beam Webs Into Screw Bosses Notes: 1. Thicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be less than 0.040". 2. Span is measured from center of beam and upright connection to fascia or wall connection. 3. Tables are based on a maximum wall height of 16' including a 4' max. mansard or gable. Other conditions may offer better spans w/ enclosure site specific engineering. 4. Spans may be interpolated. 5. 2" x 4" & 2" x 5" Hollow Girls shall be connected w/ an internal or external 1-1/2" x 1-1/2" x 0.044" angle. 6. To convert spans to "C" and "D" exposure categories see exposure multipliers and example on page 1 -ii. CHECK TABLE 1.6 FOR MINIMUM UPRIGHT SIZE FOR BEAMS. Example: Max. 'L' for 2" x 4" x 0.050" hollow section fastened to beam with clips with 'W' = 5'-0" = 9'-1" AL • Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net PAGE © COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-77 Tributary Load Width 'W'= Purlin Spacing Hollow Sections 3'-6" 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'.0" 6'-8" Allowable Span 'L' / Point Load (P) or Uniform Load (U), bending (b), deflection (d) 2" x 3" x 0.050" 11'-5" Pb 11'-5" Pb 11'-5" Pb 11'-4" Ud 10'-11" Ud 10'-8" Ud 10'-3" Ud 2" x 4" x 0.050" 13'-8" Pb 13'-8" 1 Pb 13'-8" Pb 13'-8" Pb 13'-8" Pb 13'-8" Pb 13'-8" Pb 2" x 5" x 0.062" 22'4" Pd 22'4" 1 Pd 22'4" Pd 21'-7" Ud 20'-11" Ud 20'4" Ud 19'-7" Ud Tributary Load Width 'W' = Purlin Spacing Snap Sections 3'-6" 4'.0" 1 4'-6" 1 5'.0" 1 5'-6" 1 6'-0" 6'-8" Allowable Span 'L' / Point Load (P) or Uniform Load (U), bending (b), deflection (d) 2" x 2" x 0.044" 4'4" 1 Pb 1 4'4" 1 Pb 1 4' 4" I Pb 1 4'4" 1 Pb 1 4'4" 1 Pb 1 4'4" 1 Pb 1 4'-4" 1 Pb Notes: 1. Thicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be less than 0.040". 2. Span is measured from center of beam and upright connection to fascia or wall connection. 3. Tables are based on a maximum wall height of 16' including a 4' max. mansard or gable. Other conditions may offer better spans w/ enclosure site specific engineering. 4. Spans may be interpolated. 5. 2" x 4" & 2" x 5" Hollow Girls shall be connected w/ an internal or external 1-1/2" x 1-1/2" x 0.044" angle. 6. To convert spans to "C" and "D" exposure categories see exposure multipliers and example on page 1 -ii. CHECK TABLE 1.6 FOR MINIMUM UPRIGHT SIZE FOR BEAMS. Example: Max. 'L' for 2" x 4" x 0.050" hollow section fastened to beam with clips with 'W' = 5'-0" = 9'-1" AL • Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net PAGE © COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-77 SCREENED ENCLOSURES SECTION 1 Table 1.3 120 Allowable Post I Upright Heights for Primary Screen Wall Frame Members Aluminum Alloy 6063 T-6 For 3 second wind gust at a velocity of 120 MPH, Exposure "B" or an applied load of 15 #/sq. ft. Hollow Sections 3'-0" Tributary Load Width 'W' = Upright Spacing 1 4'-0" 1 5'-0" 1 6'-0" 1 7'-0" 1 8'-0" Allowable Height "H" / bending (b), deflection (d) 9'-0" 2" x 2" x 0.044" 6'-11" b 5'-11" b 5'-3" b 4'4" b 4'-4" b 3'-11" b T-8" b 2" x 2" x 0.050" T-5" d 6-7" b 5-10" b T-3" b 4'-10" b 4'-5" b 4'-2" b 2" x 2" x 0.090" 8'-7" d 7'-9" d 7'4" d 6'-8" b 6'-1" b 5'-8" b 54" b 2" x 3" x 0.045" 1 T-11" d T-3" d T-2" d 6'-6" d 5'-11" b 5'-6" b 5-2" b 2" x 4" x 0.050" 1 10'-5" b 8'-11" b T-11" b T-2" b 6-7" b 6'-1" b 5'-8" b 2" x 5" x 0.062" 16-0" b 13'-10" L .12'-3- b 11'-2" b 10'-3" b 9'-7" b 8'-11" b If Mating Sections T-0" JL 4'-0" ributary Load Width 'W' = Upright Spacing 1 5'-0" 16'-0" 7'-0" 1 8'-0" wable Height "H" / bending (b), deflection (d) 1 9'-0" " x 4" x 0.044 x 0.100" 11'-4" 104' d 9'-7" d 1 8'-9" b 8'4" b 7'-6" b 1 6-11" b 2 2" x 6" x 0.050" x 0.120" 14'-0" 16-5" d d 14'-11" d 11'-10" d 13'-4" dl 10'-10" b 12'-2" b 9'-11" b 11'-2" b 9'-3" b 10'-5" bj 8'-8" b 9'-10" b b 2" x 7" x 0.055" x 0.120" 18'-9" d 16-3" b 14'-6" b 13'-2" b 12'-2" b 11'-4" b 10'-8" b 2" x 8" x 0.072" x 0.224" 23'-2" d 21'-1" d 19'-7" d 18'-5" d 17'-6" d 16'-9" d 16'-1" d 2" x 9" x 0.072" x 0.224" 25'-5" d 23'-1" d 21'-6" d 20'-2" d 19'-2" d 17'-11" b 16-11" b 2" x 9" x 0.082" x 0.310" 27'4" d 1 24'-10" 1 d 23'4- d 21'4" d 1 20'-7" d 19'-8" d 18'-11" d 2" x 10" x 0.092" x 0.369" 31'-9" d 28'-10" 1 d 26'-9" d 25'-2" d 23'-11" d 22'-10" d 21'-11" d Snap Sections 3'-0" Tributary Load Width 'W'= Upright Spacing 1 4'-0" 1 5'-0" 1 6'-0" 1 7'4" 1 8'4" AllowableHeight "H" / bending (b), deflection (d) 9'.U;;-- '-0"Allowable 2" x 2" x 0.044" 6-3" d 5'-8" d 64" d 4'-11" d 4'-6" b 1 4'-2" b T-10" b 2" x 3" x 0.045" 8'-6" d T-8" d T-2" d 6'4" b 5'-10" b 5'4" b 4'-11" b 2" x 4" x 0.045" 10'-8" d 9'-8" d 8'-6" b T-7" b 6'-10" b 6-3" b 5-9" b 2" x 6" x 0.062" 1 17'-5" d 15'-10" d 14'4" d 13'-10" d 13'-1" d 12'-7" d 11'-11" b 2" x 7" x 0.062" 19'-8" d 17'-10" d 16'-7" d 15'-7" d 14'-10" d 14'-1" b 13'-2" b Note: 1. Thicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be less than 0.040". 2. Using screen panel width 'W select upright length V. 3. Above heights do not include length of knee brace. Add vertical 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 30' 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 are designed to be 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. Max. beam size for 2" x 5" is 2" x 7" x 0.055" x 0.120" 8. Spans may be interpolated. 9. To convert spans to "C" and "D" exposure categories see exposure multipliers and example on page 1 -ii. OF SANFOff" •e.C11 I © COPYRIGHT 2006 Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767.6556 Email: le bpe@bel Isouth.net PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 1 1-81 C SCREENED ENCLOSURES I SECTION 1 Table 1.4 120 Allowable Post / Girt / Chair Rail Spans, Header Spans & Upright Heights for Secondary Screen Wall Frame Members Aluminum Alloy 6063 T-6 For 3 second wind gust at a velocity of 120 MPH, Exposure "B" or an applied load of 15 # / sq. ft. A. Sections As Horizontals Fastened To Posts With Clips Sections T-0" 4'-0' ributary Load Width W'= Upright Spacing 5'4" 6'4" 1 7'4" 1 8'-0" Height "H" or Span "L" / bending b), deflection (d 9'-0" b T-8" b 6-9" b 6'-1" b 5-7" b 5'-2" 1 6'-11" 5'-11" b 5'-3" b 4'-9" b 4'4" b T-11" b 3'-8" b 2" x 3" x 0.045" 7'-5" ' " b 5'-10" b 5'-3" b 4'-10" b 4'-5" b 1 4'-2" b 2" x 2" x 0.090" 8'-7" d 7'-9" d 7'4" d 6-8" b 6-1" b 5'-8" b 64" b 3" x 2" x 0.045" 7'-11" d 6-10" b 6'-1" b 5'-5" b 4'-11" b 4'-7" b 4'4" b 3" x 2" x 0.070" 8'-11" d 8'-1" d T-3" b 6'-6" b 5'-11" b 5'-7" b 5'-2" b 2" x 3" x 0.045" 7'-11" d 7'-3" d 7'-2" d 6'-6" i d 5'-11" b 5'-6" b 5'-2" b 2" x 4" x 0.050" 10'-5" b 8'-11" b 7'-11" b 7'-2" lo 6'-7" b 6'-1" 1 b 5'-8" b 2" x 5" x 0.062" 16'-0"1 b 13'-10" 1 b 1 12'-3" b 11'-2" 1 b 1 10'-3" b 9'-7" b 8'-11" b Snap Sections 3'-0" Tributary Load Width 'W'= Upright Spacing 4'-0" 1 5'-0" 1 6'4- 1 7'4" 8'-0" Allowable Height "H" or Span "L" I bending (b ,deflection (d 9'-0" 2" x 2" x 0.044" 6'-3" 1 d V-8" d 5'-4" 1 d 1 4'-11" d 1 4'-6" b 4'-2" 1 b 1 3'-10" IT B. Sections As Horizontals Fastened To Posts Through Side Into Screw Bosses Hollow Sections T-0" Tributary Load Width 'W' = Upright Spacing 1 4'-0" 1 5'-0" 1 6'4" 1 7'-0" 18'-0" 9'-0" Allowable Height "H" or Span "L" / bending (b), deflection (d) 3" x 2" x 0.045" 8'-11" b T-8" b 6-9" b 6'-1" b 5-7" b 5'-2" 1 b 4'-9" b 3" x 2" x 0.070" 10'-8" b 9'-1" b 8'-1" b 7'-4" b 6'-8" b 6-2" b 5'-9" b 2" x 3" x 0.045" 10'-7" b 9'-1" b 8'-1" b T-3" b 6'-8" b 6'-2" b 5'-9" b V. x 4" x 0.050" 11' 8" b 10'-0" b 8'-10" b 8'-0" b 7'4" b 6'-10" b 6'4" b 2" x 5" x 0.062" 17'-11" b 15'-5" b 13'-9" b 12'-6" b 11'-6" b 10'-8" b 10'-0" b Snap Sections T-0" Tributary Load Width 'W'= Upright Spacing 1 4'-0" 1 5'4" 1 6'4" 1 7'4" 1 8'4" 9'-0" Allowable Height "H" or Span "L" / bending b), deflection (d) 2" x 2" x 0.044" 8'-5" d 1 T-2" 1 b 1 6'-3"b 5'-7" b 1 5'-1" Jbi 4'-7" Jbi 4'-3" IF Note: 1. Thicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be less than 0.040". 2. Using screen panel width 'W select girt lengths. 3. Site specific engineering required for pool enclosures over 30' in mean roof height. 4. Span/height is to be measured from center of beam and upright connection to fascia or wall connection. 5. Chair rails of 2" x 2" x 0.044" min. and set @ 36" in height are designed to be residential gardrails 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" o.c. 6. Girt spacing shall not exceed 6'-8". 7. Max. beam size for 2" x 5" is 2" x 7" x 0.055" x 0.120" 8. 2" x 4" & 2" x 5" hollow girts shall be connected w/ an internal or external 1-1/2" x 1-1/2" x 0.044" angle. 9. Spans/heights may be interpolated. 10. To convert spans/heights to "C" and "D" exposure categories see exposure multipliers and example on page 1 -ii. Kt: V 1 [; V Y Lw Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING ` SANFORL) P.O. Box 214368, South Daytona, FI 32121 ITY , UF Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net © COPYRIGHT2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-85 SECTION 1 I SCREENED ENCLOSURES Table 1.6 Minimum Upright Sizes and Number of Screws for Connection of Roof Beams To Wall Uprights or Beam Splicing Beam/Upright Upright or Post/Beam Minimum Purlin, Girt & Knee Brace Size Notes Minimum Number of Screws* #8 x V #10 x'/z'. #12x%" Beam Stitching Screw at 24" OC 2 x 4 SM 2 x 3 SMB or H 2" x 2" x 0.044" Partial Lap 8 6 4 #10 2 x 3 SMB or H 2" x 2" x 0.044" Partial Lap 8 6 4 #8 2x6SMB RRPRPW 2x7S 2x4SMBorH 2"x3"x0.044" Full Lap 14 12 10 #1 2x8SM 2 x 9 SMB 2 x 6 SMB 2" x 3" x 0.045" Full Lap 18 16 14 #14** 2 x 9 SMB * 2 x 7 SMB 2" x 4" x 0.050" Full Lap 20 18 16 #14** 2 x 10 SMB 2 x 8 SMB 2" x-5" x 0.050" Full Lap 20 18 16 #14** Screw Size Minimum Distance and Spacing of Screws Edge To Center Center To Center Gusset Plate Thickness Beam Size Thickness #8 5/16" 5/8" 2" x 7" x 0.055" x 0.120" 0.063" #10 3/8" 3/4" 2" x 8" x 0.072" x 0.224" 0.125" #12 1/2" 1" 2" x 9" x 0.072" x 0.224" 0.125" #14 or 1/4" 3/4" 1-1/2" 2" x 9" x 0.082" x 0„306" 0.190" 5/16" 7/8" 1-3/4" 2" x 10" x 0.092" x 0.369" 0.250" 1 3/8" 1 1" 2" i * 0.082" wall thickness, 0.310" flange thickness ** (1) Stitching screw at 16" O.C. max. Connection Example: 2" x 7" beam & 2" x 5" at beam & gusset plate, (14) #8 x 1/2" sms & upright & gusset plate (14) #8 x 1/2" sms ea. side of beam & upright. Note: 1. Connection of 2" x 6" to 2" x 4" shall use a full lap cut or 1/16" gusset plate. 2. For beam splice connections the number of screws shown is the total for each splice with 1/2 the screws on each side of the cut. 3. The number of screws is based on the maximum allowable moment of the beam. 4. 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. 5. Hollow splice connections can be made provided the connection is approved by the engineer. 6. 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 cut. 7. The side wall upright shall have a minimum beam size as shown above, ie., a 2" x 4" upright shall have a 2" x 3" beam. 8. For minimum girt size read upright size as a beam and purlin size is minimum girt size. (i.e. 2" x 9" x 0.072" x 0.224" s.m.b. w/ 2" x 6" x 0.050 x 0,120" s.m.b. upright requires a 2" x 3" x 0.045" girt / chair rail.) Lawrence E. Bennett, P.E. FL # 16644 0" T I&= " an sow CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 CITY 0 F ��� FOR L) + Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net PAGE1.9A I O NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 4 TYP. UPRIGHT (DETERMINE HEIGHT PER SECTION 3 TABLES) #10 x 1-1/2" SCREWS (3) MIN. PER UPRIGHT TOP & BOTTOM (2) 1/4" MASONRY ANCHORS (PER SECTION 9) INTO CONCRETE STRUCTURES WITH WOOD FRAME WALLS & ALUMINUM ROOF SYSTEMS ALUMINUM SCREEN ROOM (NON LOAD BEa UNDER WOOD FRAME PORCH SCALE: 3" = 1'-0" EXISTING WOOD BEAM OR HEADER 1/4" x 2" LAG BOLT (2) PER POST 1" x 2" TOP AND BOTTOM PLATE SCREW 2'-0" O.C. EXISTING FOOTING L Lawrence E. Bennett, P.E. FL # 16644 1 AS REVIEWED CIVIL & STRUCTURAL ENGINEERING P.O. Box 68, South Daytona, Fl 76 CI T F��� Telephone #: (386)86) 767-4774 Fax #: (386)6) 767-6556 Email: lebpe@bellsouth.net, , 0 U FOR PAGE © COPYRIGHT 2006 4-28 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. FASTENERS SECTION 9 CONCRETE EXPANSION DRIVE NAIL SPIKE SCREW T -BOLT BOLT WEDGE -BOLT® ANCHOR CONCRETE AND MASONRY ANCHORS SCALE: N.T.S. SHEET METAL HEX HEAD W/ NEOPRENE MACHINE SCREWS TEK SCREW WASHER BOLT LAG SCREW 7mr OPTIONAL WASHER METALFASTENERS SCALE: N.T.S. NOTES: ALTERNATIVE FASTENERS MAY BE USED AS SHOWN IN THE DETAILS HEREIN, AND MUST MEET OR EXCEED THE SAFE WORKING LOAD VALUES SPECIFIED BY THE MANUFACTURER, AND SHALL BE APPROVED BY THE BUILDING OFFICIAL Lawrence E. Bennett, P.E. FL # 16644 � CIVIL &STRUCTURAL ENGINEERING SAN P O Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net PAGE © COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 9-1 CCL CONSULTANTS, INC. AUTHORIZATION #L85610 L.V I . \l 32.5 L=57.88' T2BEARINGS ENGINEERS SURVEYORS PLANNERS 2603 MAITLAND CENTER PARKWAY SUITE C MAITLAND, FL 32751 (407) 660-21]20['POMPANO BEACH ORLANDO TAMPA JUPITER WWW. CCL -POMPANO. COM WWW. CCL-ORLANDO ENGLEKAY'S LANDING PHASE > BASED ON THE WEST LINE ALC — —' -- - 4-'3 ---- NATIONAL FLOOD INSURANCE PROGRAM OF THE NORTHEAST 1/4 OF SECTION 34, 1.6z5.3' 64.4' CLS � - � COMMUNITY NUMBER 12117C TOWNSHIP 19 SOUTH, RANGE JO EAST ��"` O PANEL NUMBER 0040 E SEA41NOLE COUNTY, FLORIDA, BEING O O o I LOT 31 IN MAP REVISION 4/17/1995 N0074'40"W, AN ASSUMED MERIDIAN n I m w > 26.0' TWO STORY P \ �5.6'n 0. A /1v ..V.. FLOOD ZONE A do X - ! 341 n !� y T to \ol F.F, EL. 36.40' �I(A ti N I y y \51 GAR. EL. 35.68' 9 V p INDICATES 5/8- IRON ROD SET WTH NUMBER o I9p TC t. [] 25.0 L Z A L85610 CAP.UNLESS OTHERMISE NOTED — — — C — — — 5 D. 5.3' -< m 122.20 L E G E N D L.B. - LICENSED BUSINESS 0 L.B. 4.34 £L. J5610 3 34.5 25' I n r I W R- RADIUS NLD - SET NAILAND DISC LB05610 PC - POINT OF CURVATURE R=825.00 =233076 ' 1L=2'20'40' L- ARC DISTANCE C- CENTRAL ANGLE PCC - POINT OF COMPOUND CURVATURE PI - POINT OF INTERSECTION W P.T. I LOT: 7,894tsq.ft. t rzoo Cl' A/C - AIR CONDITIONER SLAB F - CENTERLINE PRC • POINT OF REVERSE CURVATURE V D.E. -DRAINAGE EASEMENT 507W- EXISTING LOT ELEVATION 0 I ENGL£ HOMES/ORLANDO, INC. L L.M.E. - LAKE MAINTENANCE. EASEMENT PREVERBAL LAND MORTGAGE AMERICAN TITLE INSURANCE COMPANY PREFERRED HOME MORTGAGE COMPANY U.E. - UTILITY EASEMENT F.F. - FINISH FLOOR SCALE: 1- 90' LEGAL DESCRIPTION: U LOCATION SKETCH Lot J1, Kay's Landing Phase 1, according to the Plot thereof, as recorded in Plot Book 67, of (NOT TO SCALE) I Page 41-4J, of the Public Records, Seminole County, Florida. \ \ I I � \ O ICl: I A=4'01'10" R=825.00' L.V I . \l 32.5 L=57.88' 25' 35.3 I 131.94' 34.4 FOUND NdD " L.B. 5610 S 83.31 08 5 D.E. — _ 00 — ALC — —' -- - 4-'3 ---- 1.6z5.3' 64.4' CLS � - � ��"` O O O o I LOT 31 IN n I m w > 26.0' TWO STORY P \ �5.6'n 0. A /1v ..V.. ! 341 n !� y T to \ol F.F, EL. 36.40' �I(A ti N I y y \51 GAR. EL. 35.68' 9 V o I9p TC t. [] 25.0 L Z A — — — C — — — 5 D. 5.3' -< m 122.20 FOUND NdD S 87'3218 W 'D 0 L.B. 4.34 £L. J5610 3 34.5 25' I n r I W L.V 1 �:� I R=825.00 =233076 1L=2'20'40' W P.T. I LOT: 7,894tsq.ft. t rzoo Cl' I V CERTIFIED TO DAVID BEHRENS & CHRISTINA BEHRENS eeU) 0 I ENGL£ HOMES/ORLANDO, INC. L PREVERBAL LAND MORTGAGE AMERICAN TITLE INSURANCE COMPANY PREFERRED HOME MORTGAGE COMPANY LEGAL DESCRIPTION: U Lot J1, Kay's Landing Phase 1, according to the Plot thereof, as recorded in Plot Book 67, of S Page 41-4J, of the Public Records, Seminole County, Florida. NOTES: 1. UNLESS I BEARS THE SIGNATURE AND THE ORIGINAL RAISED 4. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY O SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS CCL CONSUL TANTS, INC. FOR EASEMENTS AND OR RIGHTS - DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL OF -WAY OF RECORD. PURPOSES ONLY AND IS NOT VALID. ADDITIONS OR DELETIONS 5. LOCATIONS ARE LIMITED TO OVE ONLY. TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING 6. THIS SURVEY DOES N ECT OR DETERMINE WNERSHIP. O PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN 7. THIS SURVEY DS THE MINIMUM CLOSURE A CURACY CONSENT OF THE SIGNING PARTY OR PARTIES. FOR A SU BAN SURVEY AS REOUIRF.D IN 61 7-6.003 Ln 2 TIES ARE TO THE ABOVE GROUND FOUNDATION OF BUILDING OFF DA MINIMUM TECHNICAL STANDARDS I� J, PLAT AND RECORDED DIMENSIONS ARE THE SAME 6, VA17ONS ON LO BEN MARKS AS AS MEASURED UNLESS OTHERWISE NOTED, PROVIDED PLAT RVE REVISIONS DATE 8Y PLOT PLAN 1/6/06 JAM U FOUNDATION 3/27/06 JA ID M. BRUNO, P.S.M Z FINAL SURVEY 07/05/06 8GH PROFESSIONAL SURVEYOR and MAPPER #5670 STATE OF FLORIDA a ADDED CERTS 8/15/06 JAM DATE OF SURVEY DRAWN CHECKED FIELD 07/03/06 BY BGH BY DMB I BOOK 687/71 I 06/19/07 12:52 FAX 4073282032 SCC Kay's HOA. IUC4 8009 South Orange Avenue Orlando, F1328o9-6711. April 09, 2007 David W. Behrens 341. Porchester -Drive Sanford FL 32771 Res 341 Porchester Drive Dear David W. Behremb Enclosed find the reviewed application for the improvement you have planned. The Architectural Review Board has, fl roves your application for screened M" an eidsfing lanai with the condition that you obtain all necessary permits, and the {if applicable). improvement meets all municipal guidelines or restrictions Attached is a copy of your approved Architectural Review Applic$tion. if we could be of further assistance please do not hesitate to contact our office. Association meager: Kent Taylor, LOAM@ Office * 407-781-1181 Fax # 4o7 -78i-1298 ktaylor@lelandmanagement.com C.c. Owner's File Enclosure W 002 06J19/07 12:53 FAX 4073282032 5CC- CCL u pN,S ULTANTS, INC. AVTN0fUA=N #05510 ENOWEERS. SLVVE1fOR.4 FLANNEM Zwl gA1TCAN0 CPM PAR19WAT V= C NMRANO. FL 32731 (407) 660-2120 POMPANO BEACH ORLANDO TAMPA JUPITER' ��.....y Q ` tz -122.4 Y `S s gr3218 w 4♦ ! � :s• r R-825,00 1 p=2�20's0' �1 P.T. f V LOT: 7,894tsq_fE. ifl i NOTE!STAKED AS SHOWN L D RfF'1I0d1C SuLDWNG Will BE Lot it, Ifays Lor »g Phass 1, aeeoFtdGng Io Fha !ilio Iharaol. ca r�Z3ida*1 M PW Book o.', al Foye 7-9?, of flea F4tbMe Alttanfs; sommela C—yy, R-ida. C . •(SlnMff AND LML ONLY. IfDr A SURVSY) X4 r S LANDING PHASE I AVIM:. tea m ir, WARS W SAWS ftM AND nK almm RMSEO 2 sr cc WW Fav i�67 ,i�77iASFfD CL!- C/3PSIJCrarrs 4'!l5.- F� CASE:AiMLS — SEAL aP A FidWA LK9;iM XXICKW AND VA on ax � . .Ln ommoG Sf[r0i4 MAT OR YAP ff nV? RiF-OQYAItQYAG lMbllS-OF LWt rap .. ' 'liiO�t�OfkDr' ®EAoms BASED ON, ve Ksr Loa or YW NWIWASr 114 17 KCMW A P,1re°OS[3 dNtV AND � fhir Kiti9! A=X= t�f'=CSaW5 1 OAnt. �I0.B6P f:ER iF w0r'A . . SiJRtS,' ra sir rues to mrpaRrs sr, orNor iwn trffi srauwc wsrasarExrs �- 11 4v&VAt Fiats AS&M ANCE PROOPAY C1yt7C ro�'� r9 SDURfi RAxGE !O ¢q5r, _ PANEL aow E YAP REUMM 41trAl" N0074'4M A I'WT PLAN t!6lff8 JAM - :._ _ = FiaLro mfrE A e memospy as poo SR no rW tYs•tA I t@SID .. •. 4..k.SB^X�° o mm t.l.. stT mA We tna Wp • -�S Ilhtl:. na 2196-4017H0 - a= N/A t as mom M UsTm}�a{� /�1(f 0► Gl��*�C V ay *�(lq� cuwp7WE, •1i (J11d�� AM lI;!� TRL' AVON - L Kl= CM09 IFoupo" LOT �qLa , trim mapta am asmmn U . /�tla9. AcOlb t' lir �Tlsfttfdv 1 , , � w.�4�i•iM4Jp !g, j{4l L-57.88' AA O t A UaRA b 1 Ei.fV Im .f' t erm . 6iSYl rf Q. }J b9' 14 j � % , ai ii�ri --T ts' i� Q ` tz -122.4 Y `S s gr3218 w 4♦ ! � :s• r R-825,00 1 p=2�20's0' �1 P.T. f V LOT: 7,894tsq_fE. ifl i NOTE!STAKED AS SHOWN L D RfF'1I0d1C SuLDWNG Will BE Lot it, Ifays Lor »g Phass 1, aeeoFtdGng Io Fha !ilio Iharaol. ca r�Z3ida*1 M PW Book o.', al Foye 7-9?, of flea F4tbMe Alttanfs; sommela C—yy, R-ida. C . •(SlnMff AND LML ONLY. IfDr A SURVSY) AVIM:. tea m ir, WARS W SAWS ftM AND nK almm RMSEO 2 sr cc WW Fav i�67 ,i�77iASFfD CL!- C/3PSIJCrarrs 4'!l5.- F� CASE:AiMLS 0 SEAL aP A FidWA LK9;iM XXICKW AND VA on ax � . .Ln ommoG Sf[r0i4 MAT OR YAP ff nV? RiF-OQYAItQYAG lMbllS-OF LWt rap .. ' 'liiO�t�OfkDr' P,1re°OS[3 dNtV AND � fhir Kiti9! A=X= t�f'=CSaW5 1 OAnt. �I0.B6P f:ER iF w0r'A . . SiJRtS,' ra sir rues to mrpaRrs sr, orNor iwn trffi srauwc wsrasarExrs �- is auComr ' as POS . T OF IM 9aL+rC PARM R PMAVE REVWNS DATE V v `. I'WT PLAN t!6lff8 JAM - :._ _ = M. BRUNO, P1i0FE5510NA1 SURatYffR a� NAPPER- !?63o:fTi�TE fiC• i'Lt�i16A fhNTE O'SKETCMA>tn1 -- _ DECKED om a= N/A �m06/19/07 12:52 FAX 4073282032 SCC [A oaf 100 Weldon Blvd., Sanford, FL 32773 Telephone: (407) 708-2438 FAX: (407) 706-2123 E -Mail: behrensc@scc-fi.edu Tm t S� nte�Comiiiuri�y� l=� � Qe x�tm �4 �k„„1'>�,,.trA•m. "E? <, ®unn- r,. A. � .n�},t SL f a ��x ,:,< iprom Chris Behrens Fax: pages(nduding cover sheet) Phonel Date: 40 '107 Rm CQ c3ument ® For Review 0 Meas® Comtmnt CI PL -ase RePIY 0 please Recyde 06/19/07 12:52 FAX 4073282032 9ft 10003 KAY'S LMDING HOMEOWWWS ASSOCIATION, INC. AretidwWral Remw Board (ARB) Appliefthou Mail Application: Wand Management, Inc. t RECEIVED APR 0 8009 South OmW AV= -Ortando, Fl. 32809-6711 Oftz 407-781-1406 Nam,, 19,VD DAVIT) B Fax: 4(17481-1196 am gandmMizem �tcum 11-lopfftyAddrm 3 POfflC#f--7F9 ApCity S-A/ 0650AD State -F 4; ZZ 1:ZA 17kc phone(S)liom YO-2-330=VCB8 Work YO-7-7/4-77EJ Fax In ac,,rdame with the *s and regulations, _ DmjaMon of CovenawK Condiltions and Rcatrictions, and the Associaficn�s n& . I hereby request your . consent to make the following ellaaggS, alterdtIOU% renOWUM56 and/ or additions to my property- ( ) Fence () Swimming Pool () Lawn Ornament Oplatio - Z�sam"a'sm () Exterior Color ()1And§O&PbV Lawn Replacememd other j 710 5-CICCIA�W-FD ScRCCIV Description: , I g7iV6- 01 / Wg;i-UD1A)6 �OAIJ #krjLrj1 #- 5W & Ptjt-A Of L15f 116rf-"5'd7 Auacb a copy of the lot survey, which shows The loiceitons of the proposed chmp, aimmon, renovation, or addition. Attach drawing or blueprint of your plan(s) Attach color samples, if applicable. Note: Applications submitted without copies of the survey, drawing, or blueprint, or color sample will be considered incompletc ifte he� nd MItand and SM to the 10ftffbg situxWm 1. No work will begin until'written al)PnWal is received from the Assodgrion. 2, An work will be done OV&hm* once commenced and Will be done in a good WoOlmonlilm MaUff by licensed C'MraCtOT or Myself. 3. All work will be pofmxd at a time and in manner to mlimintizie in[erfemtoe and immvenimce to offset residents, 4. I/We MMM all habdWy Aftd Will be fesPMEW &W all 4HUMP to OOW lots Md I or common area or Mixtry, winch may result fr(M pCr,rM== of this WM-jL S. Me Will be Yespomble, for the =dmt of all perms, agents, coutr=Uxt-4 submtracturs and employees who are connected with this WO& 6. Me am/ are responsible for complying with and will comply with, all applicable Weral, she Wd lOCW laves, cadcs, rciguls6oas and requiremems m conneehon With ibis vxdc, and I/We will obtain any nec:e9sary govemmental pmmts and approval for the work - 7. Upon, receipt. Leland t, hit. wOl forward the ARD Application w the Association. Decision by the Assmisfion May take UP to 30 days. I/We will be Wr the app is approved or denied approved or -g A? Signature of Owner(s): aw: Do Not VWft Beffow This Une This Application is hereby: Ai -AF Date Comments: Recerved fizza Ov 5—m NUffed to Assn () Disapproved to Owner 06/19/07 12:53 FAX 4073282032 SCC @604 ESL 'ING t!1-��Yt 1tTCt Eta SENEZ sP Ir AUP-11 lUM SPECMUSM M 1210 CWMAL PARK DRIVE SANFORD. FL 92771 _ ttOtLtE t':1t7N£: CONTRACT SUBNATTED T0: KSWOW, MER wove CITY: JiM 0f Estimate' ❑ screen Roorn p CJ= doom 0 Soil W83cla c] vi* ten+ o Othw. STATE: ED SENO (AIM 323=19 i (M) 323 2219 RX4 KS9404 me In ❑ Acrylic, Room MxW n Rwg-M4 ! ww1V- Cttttlrt[e 01p Cap ❑ VW, 9*4 ❑ lion Patteta - Q GUIW Prd005Dn Color �/�/ f>�•�' �'.� gam. � �'.�,�. - � .� 1.7.lr5 CewCv� /fid, /� .� . l�,.Q ,�'�P• � �.,�� s - Cash Pdce:, .. . 20% Deposit = , Remaining Balance:i, Thio owee m m esrsttre aim every tmm diamesed dmbt _4 I" rod ea uadenamdtt� aarived m w;m �9ata [areuksrabaro has lite[�d ht ehe aides priaa and sated oa the maraatx IFYOIIAIiE 17R5T76$ OpAhdw the lime taw toclen'd'j tfia totptastiar. tn� veaify that ¢us>:thd tx�miateeme are anted smmtw" in the tantact po;br.Aay 29 =®16 whh my other court l nit (stmt as o: eteeaical aHll he aridly tieswcea the homeovnss and the duet ,,y= jor. unkas prim is u may cj in nor prim. to the ez iso is e r them midnight of do "Baycra fight m cct�]" You avy emee{ tiros +thY nn6hta. awfWas poacbyntatit>ed mail otcmti�tmt t� third budeeas day Wtw this agpeemetd was dgmd. Yat Mq an this pW as the hocks by wfting.'I.busby cm W' at the bottom Old atldluB yaw some sad oddiess. 'the p'add doiet&W and agm thsa � :oris= ehadl am be Halle for delays mused by ialtb or odw Who tSspaUs weather rmdioot9, delays s abtalaiag matoriab. we of God or whor r� beymd iho o0top®7'a caaeml. Lr �, appy nit iaea 001 ro etre ovmt mat to Unica Aiu of 9"ddbb. iac. i tm�ta to aerate su the d ;=dm or aPAoveh ft9m a<n Jwiadiadot ova t a t�l>my is otderm mtmateacn t antowdo. w*Wn 90 dma of tics amhaot,tha aonuldw bathe uptioo of m oelm6 tba tztawet Mtmdlv8 the deposit ad each wilt taut iso thttha nbugdbru to me mtc L txaeei*h.. of the cesds i.po cbn mitt idvs tm aptiaa to ox—M a new �munct a ft atace ytiee: ewear aakaowtedMq ' that the caotrotmr has z= to fmtreh only the mwalds., its,. labor sad aavlcaam forth d xwa and. that 'MY sdalood materials.lmpmvaaw.% labor and a c*w WW Tegw a additiocat pw ooettaaad an addMionai eoaha= Ow=e tsars akmsrtedgts sod may Mens read this excite camut. thq fab udaguad all af.ehe tame coomioed herein, that they have been given an exacct and Ddb completed Wpy htts;of, and tete evonau is sobled to the final ameplanae of fix w1kT- TERMS: A frhaaO chaspe of 1'11196 M month which is ori aameet p�eetrn�e rase of 36%. will be. added to. all �ounbi b days pmt dna. Any CM kwmmd aa. s m=alt ar oao-payment of iet+dOe htchdin;. eeart roam and atto�y't fm wiR be sas zd by this aatamet Caamma t tea MRMMW* fa paopat) wd mJtay omialn6 wbfke wwk is dame soder eaSL"odtiz-0 Sam• m of Ed 5—Atumb® spe:i=tlser: hwF s.s rely covered by wad='s Casapmsadoa. ane ae:ml I�etiOtq. Imtaanescfor a0 watt done tinder the Ntaalta of Ed Senez AloCuhatm Spaeteas , Inc- Fid Scon Alumiu ma Spec altats..hm, acreePw no aespoasai0ify (ET bly "TUM "'War vcrhat etaim(rj oath within eetmetn. f Labor Wamnty�d b. � fi � Atrdtofimd Sipnalare Miorki Factory ftrrB* NOM This proposal RW b6 t;9i'i0rm by us d ntd awmpW whNn days NStr)� The above pti�. speciticasont, am 6oWtions ata saaetacw1v ar are hereby accepted Ytru are auutor�ed to do the work as sp"W.&d. payrowtwto be made as outlilted above.