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HomeMy WebLinkAbout337 Kays Landing Dr (2)CITY OF SANFORD PERMIT APPLICATION / ' -- Pe rmit#: D e: Job Address: S Q Description of Work: Historic District: Zoning: Value of Work: S JAN 2 9 2007 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel (Attach Proof of Ownership & Legal D c 'prion) Owners Name & Address: DOC° Phone: Contractor Name & Adress. C -r f State License Number. Phone & Fax: — �'�1 Contact Person: Phone•40% S7�O���Q�� Bonding Company. / Address: A/ Mortgage Lender: Address: jJ Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicallo la s F,Fphting construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESUL"t' Ilh YCIt )i:. i , Y IDJG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YO ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. UR LENDER OR AN NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the pnhlic 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 v rifle ' that non�er of the property of the requirements of Florida Lien Law, F a l3. Signature of Owner/Agent Date Signature o,f Color/ gent atc e' IV F -i � �µkA J I �: U� C' R% ` ' Print Owner/Agent's Name Print Contractor/Agent's Name _ Signature of Notary -State of Florida Date ` ignature of Notary -State of Florida Date RONALD C. HOMAN NOTARY a°Y ot, Susan L. Matre-Hardson �My PUBLIC- STATE OF FLORIDA COMMISSION # DD228953 Commission DD218024 a duo Owner/Agent is Personally Known to MMPIRES 9/6)/2007r>��g�sJu1y 1Yet0onally Known to Me or Produced ID BONDED THRU t4E8&NOTARYI Produced ID APPLICATION � APPROVED BY: Bldg: Zonin g' Utilities: FD: ((Initial & Date) (Initial & DA)' (Initial & Date) Initial & D re) Special Conditions: SEMINOLE MORSE, CLERK OF CIRCUIT COURT 5EMINOLE COUNTY BK 06569 Pg 1730; (1pg) CLERKS # 2007014135 RECORDED 01/29/2007 10:35:08 Aft Prepared B ,4F 0 �'h� ^ rl �n �� RECORDING FEES 10.00 c. RECORDED BY H DeUore NOTICE OF COMMENCEMENT State: Florida County: Sanford ���CERTIFIED COPY MARYANNE MORSE THE UNDERSIGNED he gives notice that improvement will CLERK OM COURT be made to certain real property, and in accordance with Chapter SEOU -rI MI 713, Florida Statues, the following information is provided in this BY Notice of Commencement. DEPUTY CLERK JAN 2 9 2001' 4 5 Description of property: (leoal deSCrintinn Owner Information: A. Name and Address i'i -e 5 11315-15,n9t � k 4r7l— B. Interest in Property _ C. Name and address of f e simple ti leholder (if other than owner) SAME Contractor: (name and address) Dulando Screen & Awning 835 Sunshine Lane Altamonte Springs, Florida 32714 Surely: A. Name and Address: N/A B. Amount of Bond: Lender: (name and address) N/A rersons wanin the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statues (name and address) N/A 8 In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713(1)(b), Florida Statues (name and address) ABOVE NAMES CONTRACTOR 9 Expiration date of Notice of Commencement (the expiration date is 1 year for the date of recording unless different date specified) Ax/�� Signature of Owner Driver's License Number Owner's Name I �' Owner's Address t All information must be printed legibly to comply with recording requirements STATE OF FLORI A COUNTY OF �. The foregoingnstr men was a knowl:ddgVd before me this, )/1, b�Y _� j who is�W�hc"ROAdid y k to me or who has produced t as identification. not) take and oath. ^(�3'ignature of person taking acknowledgement) ` (Name of officer taking acknowledgement- typed or stamped Susan L Matre-Harriss»1 (Title or -RanK) y My Commission DD218024 '�.oR'cta Expires JuIV 12, 2007 Limited Power of Attorney Date: I hereby name and appoint5p rr C of Dulando Screen & Awning, knc. to be m lawful tt rney in fact to act for e and apply to fora ` i 'F'0 - I Permit for work to be performed'at a location described as: Parcel ID#: Section: Township: Range: Lot.: _ Block: Subdivision. Address of Job: L �j'a'`�-7 Owner of Property and address: e. fFc- And � And to sign my name and do all things necessary L ary to this appointment. Printed name of Contractor: Contractor License Signature of Contractor: State of Florida County of The foregoing instrumentwa acknowledged this day of 2,n2, by t��tl,`..% who personally appeared before me and acknowledged tha ie/ he signed the instrument voluntarily for the purpose expressed in it. Personally Known or Produced Identification _ (Type of identification) +►a' O Susan L Matre-HarrsOn ignature of Notary ublic, State of Floridaro : My commission DD218024 a Expires July 12, 2007 S.{Sbui fra- r r I f)on (Seal) Print or Type Name of Notary Public 3eminoie k oumy rroper[y Appraiser 11110rmanon ay rarcei iNumver rage i or i http://www.scpafl.org/web/re_web.seminole county_title?parcel=34193052000001250&cpad=kays Ian... 10/30/2006 i1 E]"10 IG t7aSON- CFA, A _f I ' : ggq� p� PRPER APPRAISER SEMINOLE COU PITY rl— ! 101 _. F iRsT >T .AMFORDL , F 32771-1468 407- 65-7506 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Panel Id: 3419-30-520-0000-1250 Number of Buildings: 0 Owner TOUSA HOMES INC Depreciated Bldg Value: $0 Mailing Address: 11315 CORPORATE BLVD STE 250 Depreciated EXFT Value: $0 City,State,ZipCode: ORLANDO FL 32817 Land Value (Market): $62,000 Property Address: 337 KAYS LANDING DR SANFORD 32771 Land Value Ag: $0 Subdivision Name: KAYS LANDING PHASE 2 Just! ai Fket vaiue: $62,000 Tax District: S1-SANFORD Assessed Value (SOH): $62,000 Exemptions: Exempt Value: $0 Dora 00 -VACANT RESIDENTIAL Taxable Value: $62,000 ax Estima,or SALES Deed Date Book Page Amount Vac/imp Qualified 2006 VALUE SUMMARY CORRECTIVE z?<%' 05/2006 i�65" S $900 Vacant No N 4 Tax i kmc na $1,220 DEED 2006 Taxable Value: $62,000 SPECIAL .,,;H 03/2006 3o'i w3u .°< $1,077,800 Vacant No DOES NOT INCLUDE NON -AD VALOREM WARRANTY DEED ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value LOT 125 KAYS LANDING PHASE 2 PB 69 LOT 0 0 1.000 62,000.00 $62,000 PGS 44 - 44 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 year's property tax will be based on Just/Market value. rage i or i http://www.scpafl.org/web/re_web.seminole county_title?parcel=34193052000001250&cpad=kays Ian... 10/30/2006 ® Structural plan review is limited to a general survey for code compliance. No 1 review is implied nor was taken to verify structural adequacy y Y Code violations found during inspection are required to be corrected. Plan/permit issuance does not grant approval of a code violation. 2004 ,fBC109.1 70 � n=n 3a i Cr 3 a 0 rn C-• 0 o v, F 0 0 Q m rr p En O -m0)o- 1 O Q N m W (Don)r3' rt r -r ? vii S p 3 SCREENED ENCLOSURES SECTION 1 i r h W PURLINS (TYP.) SCREEN (TYP.) CABLE CONNECTION (SEE DETAILS SECTION 1) H ALTERNATE CABLE (SEE TABLE 1.3) IN 1" x 2" (TYP.) _ -77 GRADE K -BRACING (OPTIONAL)_ CABLE CONNECTION GIRT (TYP.) (SEE DETAILS SECTION 1) ' TYPICALr DOME ROOF -ELEVATION i SCALE: N.T.S. EXISTING STRUCTURE RISER WALL WHERE ALUMINUM BEAM `` W REQUIRED (TABLE 1.1 OR 1.8) PURLINS (TYP.) L SIZE MEMBERS PER DIAGONAL ROOF BRACING APPROPRIATE TABLES °. (SEE SCHEMATIC SECTION 1) CABLE BRACING H K -BRACING (OPTIONAL) GIRT (TYP.) SCREEN (TYP.) SW ALUMINUM COLUMNS (TYP.) (TABLE 1.3 OR 1.6) PERIMETER WALLS FRAMING 1"x 2" (TYP.) (SEE TABLES 1.3 AND 1.4) TYPICAL DOME ROOF -ISOMETRIC .SCALE: N.T.S. CONNECTION DETAILS AND NOTES ARE FOUND IN THE SUBSEQUENT PAGES. Cl Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 © COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-3 Hollow Sections 3'-0" Tributary Load Width 'W'= Beam Spacing 4'-0" 1 T-0" 1 6'-0" 1 T-0" 1 8'-0" Allowable Span 'L' / bending 'b' or deflection 'd' 1 9'-0" 2" x 2" x 0.044" 9'-10" b 8'-7" b T-8" b 6'-11" b 6-6" b 6'-1" b T-8" b 2" x 2" x 0.055" 10'-9" b 9'4" b 8%4" b T-7" b T-1" b 6'-7" b 6'-3" . b 2" x 3" x 0.045" 13'-4" b 11'-7" b 10'4" b 9'-5" b 8'-9" b 8'-2" b T-8" b 2" x 4" x 0.050" 14'-8" b 12'-8" b 11'-4" b 10'-4" b 9'-7" b 8'-11" b 8'-5" b Self Mating Sections 3'-0" Tributary Load Width 'W'= Beam Spacing 4'-0" 1 5'-0" 6'-0" 1 7'-0" 8'-0" Allowable Span 'C7 bending 'b' or deflection 'd' 1 9 -- 2" x 2" x 0.044" 2" x 4".x.0.044 x 0.10.0" 19'-11" b 17'-4" b 15'-6" b 14'-2" b _13'-1" b 12'-3" b 11'-6" b 2" x 5" x 0.050" x 0.100" 24'-9" b 21'-5" b 19'-2" b' IT -13" b 16'-2" be 15'-2" b 14'-3" b b 14'-3" b 28'-7" b 24'-9" b 22'-2" b `20 -3"`_b -118--9"- 6 17'-6" b 16-6" b 2" x 7" x 0.055" x 0.120" 32-3" b 27'-11" b 24'-11" b 22'-9" b 21'-1" b 19'-9" b 18'-7" b 2" x 7" x 0.055" wl insert 42'-10" b 3T-1" b 33'-2" b_ 30'-4'• --b--28'-1-"_b_ „ 26'-3" b 24'4" b 2" x 8" x 0.072" x-0.224" 41'-7" b 36'-1" b 1 32'-3" b 29'-5" b 27'4" b / 26-6" b 24'4" b 2'--x•9"-x-0:072''x--0.224''- -----° 45'-1" b 39'-1" b 34'-11" V[31'-11" bj 29'-6" _bj 27'-8" bi 26-1" b 2" x 9" x 0.082" x 0.310" 49'-6" bi 42'-11" b 38'-4" b 35'-0" b 32'-5" b 30'-4" b 28'-7" b 2" x.10" x 0.092" x 0.369" 59'-6" b 1 51'-7" b 46-1" b 42'-1" b 38'-11" b 36'-5" b 34'-4" b Snap Sections 3'-0" Tributary Load Width 'W' = Beam Spacing 4'-0" 1 5'-0" 1 6'-0" T-0" 1 8'-0" Allowable Span'L' / bending'b' or deflection'd' 1 9'-0" 2" x 2" x 0.044" 11'-9" b 10'-2" b 9'-1" b 8'-4" b T-8" b T.-2" b 6'-9" b 2" x 3" x 0.045" 15'-1" b 13'-1" b 11'-8" b 10'-8" b T-10" b 9'-3" b 8'-8" b 2" x 4" x 0.045" 18'-5" b 15'-11" b 14'-3" b 13'-0" b 12'-1" b 11'-3" b 10'-8" 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. 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 55' and a maximum upright height of 20'. Structures larger than these limits shall have site specific engineering. s 3. Spans are based on a minimum of 10# / Sq. Ft. for up to a 150 M.P.H. wind load. 4. Span is measured 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. Pudin spacing shall not exceed 6'- 8" . For beam spans greater than 40'-0" the beam at the center pudin 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. 7. Spans may be interpolated. Example: Max. 'L' for 2" x 4" x 0.050" hollow section with 'W' = T-0" _ 11' 4" Lawrence E. Bennett, P.E. FL # 16644 CIV U CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767.4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 1-56- NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. Table 1.3 Allowable Post I Upright Heights for Primary Screen Wall Frame Members Aluminum Alloy 6063 T-6 For 3 second wind gust at velocity of 120 MPH or an applied load of 14 # / so. 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' or deflection 'd' 9'•0" 2" x 4" x 0.044 x 0.100" 2" x 2" x 0.044" 8'4" b T -T' b 6'-6" b I T-11" b 5'-6" b 1 5'-1" b 4'-10" b 2" x 2" x 0.055" 9'-1", b. 7'-11" b T-1" b 6'-5" b 5'-11" b 5'-7" b 5'-3" b 2" x 3" x 0.045" 1 t'-3" b 9'-9" b 8'-9" b 7'-11" b 7'-5" b 6'-11" b 6-6" b 2" x 4" x 0.050" 12'-5" b 10'-9" b 9'-7" b 8'-9" b 8'-1" b 7'-7" b 7'-2" b Self Mating Sections - : -- - -- 3'-0" _ Tributary Loa d_Width,'W' =-Upright Spacing 1 4'-0" S' 0" 6'-0" 1 7'-0" , 8'-0" Allowable -Heighe H'_l. bending 'b' or deflection 'd' 9'-0" 2" x 4" x 0.044 x 0.100" '16-11 b 14'-8" b 13'-1" b 11'-11" b 11',1" -b. 10'4" b 9'4" b 2" x 5" x 0.050" x 0.100" 20'-11" b 18'-1" b 16'-2'.' b 14'-9" b 13'-8" b 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" 2T-3" b 23'-7" b 21'-1" b 19'-3" b 1T-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 1 27'-3" b 1 24'-10" b 23'-0" b 1 21'-6" b 1 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 23'-4" b : 22'4" 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 24'-2" b 2" x 10" x 0.092" x 0.369" 50'-4" b 43'-7" b 38'-11" b 35'-7" b 32'-11" b 30'-10" b 29'-1" b Snap Sections T-0" Tributary Load Width W'= Upright Spacing 4'•0" 1 5'-0" 1 6'-0" 1 7'-0" 1 8'-0" Allowable Height'H' I bending'b' or deflection'd' 9'-0" 2" x 2" x 0.044" 9'-11 " b 8'-7" b 7'-8" b T-0" b 6'-6" _ b 6--l" b 5'4" b 2" x 3" x 0.045" 12'-9" b 11'-0" b 9'-10" ' b T -O" b 8'-4" b T-10" b 7'4" b 2" x 4" x 0.045" 15'-7" b 13'-6" b 12'-1" b 11'-0" b 10'-2" b 9'-7" b 8'-11" b 2" x 6" x 0.062" 26-5" b 22'-10" b 20'-5" b 18'-8" b 17'-3" b 16'-2" b 15-3" b 2" x 7" x 0.062" 29'-5" b 25'-5" b 22'-9" b 20'-9" b 19'-3" b 17'-11" b 16'-11" b For allowable heights at wind velocities other than 120 MPH, see conversion table 1A on the specification page for tables at the beginning of this section and example below. 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 '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" mina 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. 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. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT CI P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767.6556 PAGE p © COPYRIGHT 2004 1'"58 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. z=4' Size Size 8 Knee Brace Size" --- Anchors ivnmmum Number of Screws' I Beam Stitching 2" x 3" 2" x 3" 2" x 2" x 0.044" 2 Full La 2" x 4" 2" x 3" 2" x 2" x 0.0.44" 2 Full Ca 8 6 2' x 4"-_- 2" x.4' 4 #8 2' x 5" -6 2;; x 2„ x 3„ 2" x 2" x 0.044" 4 Full La 10 8 t#8 2" x 6" 2" x 4" 2" x 2" x 0.044" 4 Partial La 10 6 8 #10 2" x 7" 2" x 4" __ _ --.2" x 2" x.0.044" __ q-.. _ _Partial -La 14 6 10 #10 2" x 8" 2 x 5" 2" x 3" x 0.044" 6 Partial La 16 =--12- _-- 14 f 12 #12 2" x 3" x 0.045, 6 Partial La 18 1 ti 14 #14 2" x 91" 2" x 7" 2" x 4" x 0.050" 8 Partial La 20 18 16 #14 2" x' 10" -2"x8" 2" x 4" x 0.050" 10 Partial La 20 18 i 6 #14 #14 Screw Size Minimum Distance and Spacing of Screws Gusset Plate Thickness Edge To Center Center To Center Beam Size Thickness #8 5/16" 5/8" 2" x 7" x 0.055" x 0.120" 1/16" = 0.063" #10 3/8" 3/4" 2" x 8" x 0.072" x 0.224" 118" = 0.125" #12 #14 or 1/4" - 1/2" 1" 2" x 9" x 0.072" x 0.224" 1/8" = 0.125" 3/4" 1-1/2" 2" x 9" x 0.082" x 0..306" 118" = 0.125" . 5/16" 7/8" 1-314" 2" x 10" x 0.092" x 0.369" 114" = 0.25" 3/8,, 1 2 • Refers to each side of the connection of the beam and upright and each side of splice connection. "• 0.082" wall thickness, 0.310" flange thickness Note. 1. Connection of 2" x 6" to 2" x 3" shall use a full lap cut or 1116" 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 each side 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 cut. 8. All beam to upright connections for 2"x 7" beams or larger shall have an internal or external 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, ie., a 2" x 4" upright shall have a 2" x 3" beam. 11. Connect beam to upright w/ H -bar, gusset plate, or angle clips for each splice with 1/2 the screws on each side of the cut. 12. For girt size use upright size (i.e. 2" x 6"). Read the 2" x 6" beam row for min. girt of 2" x 2" x 0.044". Table 1.7 Minimum.%ed Screen Enclosure Knee Braces and Anchoring -Required... _. Aluminum 6063 T-6 Brace Length Extrusion Anchoring. System 0' 2.-0 2" x2" -x 0:044 - - --2"-H-Channe6With_ 3 #.1.0_x 1/2" EACH SIDE -- To X-0" 2" x 3" x-0.045 -m _ 2" H -Channel With 3 #10 x 1/2" EACH SIDE.. "J` 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 f tructure attachment when knee brace length exceeds 4'-6". LAN Lawrence E. Bennett, P.E. FL # 16644 p N CIVIL ENGINEER - DEVELOPMENT CONSULTANT . 13 P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767.4774 FAX: (386) 767.6556 © COPYRIGHT 2004 PAGE. NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 1-61 K SECTION 1 SCREENED ENCLOSURES MINIMUM POST SIZES REQUIRED FOR EACH BEAM r "SIZE (SEE TABLE 1.6) 2"x4"OR2"x6,. SELF MATING BEAM 1"x 2" SNAP SECTIONS Zx ATTACHED TO 2" x 2" W/ _ — — — — — — ol #10 x 1-1/2" S.M.S. @ 24" O.C. s OR CONTINUOUS SNAP 00, SECTIONS OR 2" x 3" (4) "` ! SPLINE GROOVE SECTION GLe.M--- ---- —� ' 1" x 2" OPEN BACK FASTENED TO POST W/ (2) #10 x 1-1/2" ALTERNATE FLAT ROOF i ! S.M.S.—®�—®- -- -- SELECT FASTENER SIZE, ATTACH 2" x 2" PURLINS TO NUMBER AND PATTERN SELF MATING BEAMS W/ (2) (SEE TABLE 1.6 & 9.5A OR 9.513) #10 x 1-1/2" S.M.S. INTO SCREW BOSSES ± 2" x 3".HOLLOW OR SNAP Ij SECTION SLOPING BEAM TO UPRIGHT CONNECTION DETAIL (PARTIAL LAP) SCALE: 3" =1'-0" PLANO `Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (386)767-4774 FAX: (386) 767.6556 =; PAGE © COPYRIGHT 2004 p 1 'H NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SPACING / 2 + SPACING /2 ff SPACING /2 * SPACING / 2 BEAM SET SPACING BEAM SET SPACING STRAP LOCATION FOR SUPER OR EXTRUDED GUTTER REINFORCEMENT SCALE: 3/8" = 1'-0" 2". x _" x 0.050" STRAP @ EACH BEAM.CONNECTION AND @ 1/2 BEAM SPACING W/ (2) S.M:S. PER STRAP (SEE SECTION 9) A 2" S.M.S. OR LAG SCREWS p ALTERNATE-,, (SEE SECTION 9) TRANSOM UPRIGHT I. \i f) \ SUPER OR \ \O EXTRUDED \ GUTTER \ ®\ ANGLE OR RECEIVING \ CHANNEL (SEE SECTION 9 FOR DETAILS) SELF MATING BEAM \ (SIZE VARIES) MAX. DISTANCE FROM FASCIA BEAM CAP TO HOST STRUCTURE WALL 24" WITHOUT SITE SPECIFIC SCREW PATTERNS MAY VARY ENGINEERING (SEE TABLES OR NOTES FOR SIZE AND NUMBER OF SCREWS) SELF MATING BEAM CONNECTION TO SUPER OR EXTRUDED GUTTER SCALE.�� AAk rurs f sporuTlo ill Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-0774 FAX: (386) 767.6556 PAGE @ COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-21 SECTION I SCREENED ENCLOSURES W U) COMPOSITE 2" x 3" EAVE RAIL' UJ z z < < < BEAM - SCREEN ROOF a- > (D 0 0 0.050"H -CHANNEL LU X (1) G 0 POST TO BEAM FASTENING (n Z C9 OR GUSSETS <L. W (SEE TABLE 1.6) F Of ,\(D 4D ~ (Vo POST (SEE TABLE 1.3) G 0 G SCREEN 45'± (MAY FACE IN, OR OUT) REQUIRED KNEE BRACE MINIMUM SIZE AND CONNECTION (SEE TABLE 1.7) LENG IF KNEE BRACE.LENGTH ,OF KNEE BR!' E EXCEEDS TABLE 1.7 USE j CANTILEVERED BEAM CONNECTION DETAILS HOST STRUCTUUCTU RE ROOFING . (2)2 LAG SCREWS (SEE SECTION 9 FOR SIZE) 2" STRAP - LOCATE AND FASTEN, PER STRAP LOCATION DETAIL PAGE 1-21 FASCIA AND SUB -FASCIA 2" x 2" ANGLE WITH (4) S.M.S. (SEE SECTION 9 FOR SCREW SUPER OR SIZES) EACH SIDE TO BEAM EXTRUDED TO SUPER OR EXTRUDED 0 f MAX. DISTANCE TO GUTTER GUTTER HOST STRUCTURE WALL 24" WITHOUT SITE SPECIFIC ENGINEERING SUPER OR EXTRUDED GUTTER RISER (OR TRANSOM) WALL AT FASCIA - DETAIL 4 SCALE: 3" = T-0" REVIEVVEW Lawrence E. Bennett, P.E. FL # 16644cl-Ty OF CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (386) 767-6556 PAGE (9) COPYRIGHT 2004 1-28 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. r - SCREENED ENCLOSURES SECTION 1 HOST STRUCTURE PANELS / ELEMENTS O ELEMENTS BRACED BY UNBRACED BY HOST DIAGONALS STRUCTURE TO BE BRACED ALTERNATE BRACING BY DIAGONALS IN — — — PATTERN, CORNER BRACES PERIMETER PANELS (MIN.) STILL REQUIRED ELEMENTS BRACED BY HOSTQ CABLE OR STRUCTURE CONNECTION K -BRACING (IN WALLS) BEAMS AND / OR PURLINS 0O U) z w D aD CL . TYPICAL LAYOUT BEAMS OR PURLINS CABLE OR i CABLE OR .,K—BRACING yK-BRACING (IN VVALL) _.S,JN WALLS) EACH. DIAGONAL -TO -BE • 2-x-2 (MIN) ROOF -DIAGONAL, FASTENED EACH, END -1 H (2) p MEET--WALL-AT WALL. BRACING - EACH #10 S.M.S. (MIN.) AT CORNERS (TYP.) (POOL ENCLOSURE SCREEN ROOF MAY FLAT, GABLE, MANSARD, DOME, OR HIP) POOL ENCLOSURE DIAGONAL BRACING - SCHEMATIC PLAN VIEW SCALE: 3/8" = 1'-0" Lo a a rence E. Bennett P.E. FL # IT 16644 CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (386) 767-6556 - _ © COPYRIGHT 2PAGE 004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-39 CABLE BRACING General Notes and Specifications: 1) The following shall apply to the installation of cables as additional bracing to DIAGONAL bracing for pool enclosures: a) FRONT WALL CABLES 7 x 7 OR 7 x 19 STAINLESS STEEL CABLE DIAMETER TOTAL ALLOWABLE WALL AREA* 7�. _ __.,3/32" 445 .Sq. Ft. / PAIR..OE CABLES *TOTAL WALL AREA =100% OF FRONT WALL + 50% OF ONE SIDE WALL EXAMPLE: FRONT WALL AREA @ 100% (8'x 32') = 256 Sq. Ft. SIDE WALL AREA @ 50% (8' x 20') = 80 Sq. Ft. TOTAL WALL AREA = 336 Sq. Ft. 233 Sq. Ft. x 2 sets = 466 Sq. Ft. > 336 Sq. Ft.; thus two sets of 3/32" cables is required. . b) SIDE WALL CABLES - 7x 7 OR 7 x.1 9 STAINLESS STEEL a CABLE DIAMETER SIDE WALL CABLE ** ONE PER 233 Sq. Ft. OF WALL 1/8" - ONE PER 445 Sq. Ft. 'OF V\1ALL ** SIDE WALL CABLES ARE NOT REQUIRED FOR SIDE WALLS LESS THAN 233 Sq. Ft. c) To calculate the required pair of cables for free standing pool enclosures use 100 % of each wall area & 50% of the area of one adjacent wall. NOTES: 1. Where wall height is such that a girt is required between the top or eave rail and the chair rail, (i.e. a mid-rise'girt), then the front wall shall have two cable pairs and they shall be attached to the top rail and the mid -rise rail. If more than one additional girt is required between the top or eave rail and the chair rail, then there shall be an additional front wall cable pair at that girt also. 2. Side walls do not require cables until the side wall area is greater than 233 Sq. Ft.. The side wall cable may be attached at the mid -rise girt or the top rail 3. Standard rounding off rules apply. ie: if the number of cables calculated is less than 2.5 pairs use two cables; if the number of cables calculated is 2.5 pairs or greater use 3 pairs of cables. LNC Lawrence E. Bennett, P.E. PI # 1AAAA CIIN Or - CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767.4774 FAX: (386) 767.6556 PAGE © COPYRIGHT 2004 1-40 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. Q CHAIR RAIL ATTACHED TO POST W/ INTERNAL OR EXTERNAL'L' CLIP OR'U' CHANNEL W/ MIN. (4)#10 S.M.S. SCREW BOSSES GIRT OR CHAIR RAIL , 2" x 2" x 0.044" HOLLOW MIN. ,I GIRT TO POST'D�ETAIL SCALE: 3"= 1'-O,I I FOR WALLS LESS THAN 6'-8" FROM TOP OF PLATE TO`CENTER OF BEAM CONNECTION OR BOTTOM OF TOP RAIL THE BEAM AND GIRT ARE DECORATIVE SCREW HEADS MAY BE REMOVED AND INSTALLEDAN PILOT HOLES IF GIRT IS STRUCTURAL AND SCREW HEADS:ARE REMOVED THEN THE OUTSIDE OF THE CONNECTION MUST BE STRAPPED FROM GIRT TO BEAM WITH 0.050" x 1-3/4" x 4" STRAP AND (4) #10 x 3/4" S.M.S. SCREWS TO POST AND GIRT IF GIRT IS ON BOTH SIDES OF THE POST THEN STRAP SHALL BET LONG AND CENTERED ON THE POST AND HAVE A TOTAL (12) #10:x 3/4" S.M.S. 1' of Lawrence E. Bennett P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386)767-6556 OC COPYRIGHT2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SCREWS ORTHRU-BOLTS (SEE SECTION 9) POST SIZE 2" x 4" MAX- Lawrence E. Bennett, P.E. FL # 16644 4� q CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 < < TELEPHONE: (386) 767.4774 FAX: (386) 767-6556 COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLEOR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-47. I" x 2" EXTRUSION ANCHOR TO CONCRETE W/ CONCRETE ANCHORS WITHIN pQ D MIN. 3-1/2" SLAB 2500 P.S.I. 6" OF EACH SIDE OF EACH CONCRETE 6 x 6 -10 x 10 POST AND @ 24" O.C. MAX. WELDED WIRE MESH OR SELECT CONCRETE ANCHORS FIBER MESH CONCRETE. FROM SECTION 9 SIDE WALL POST TO PLATE TO CONCRETE DETAIL SCALE: 3" = l'-0'. . 2" x 2" x 0.063" ANGLE EACH SIDE ATTACH TO POST AND CONCRETE @ LOAD BEARING WALL W/ (2) MIN. S.M.S. (PER POSTS IZE 2" x 4" MAX. ' SECTION 9) EACH SIDE (SEE TABLE) MIN. 3-1/2" SLAB 2500 P.S.I. = 1" x 2" EXTRUSION ANCHOR TO CONCRETE 6 x 6- 10 x 10 _ p p CONCRETE W/ CONCRETE WELDED WIRE MESH OR ` ANCHORS 6" MAX. EACH SIDE FIBER MESH CONCRETE OF EACH POSTAND @ 24" O.C. MAX. OR THROUGH ANGLE ANGLES AS SHOWN ABOVE AND @ 24" O.C. MAX. SELECT MAY BE USED TO CONNECT CONCRETE ANCHORS FROM CHAIR RAILS AND PURLINS `. SECTION 9 SIDE WALL ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL SCALE: 3" =1'-011 Lawrence E. Bennett, P.E. FL # 16644 4� q CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 < < TELEPHONE: (386) 767.4774 FAX: (386) 767-6556 COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLEOR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-47. Column Size S.M.B. or S.B. Total Concrete Anchors SCREENEDENCLOSURES SECTION 1 }fi 2 x 5 (4) 1/4" 8 ' 2 x 6 (4) 1/4" DETAIL ILLUSTRATES TYPICAL 2 x 7 (4)1/4' 2" x 4" S.M.B. THRU 2" x 9" SUB 2 x 8 - CONNECTIONS 2 x 9 (6)1/4- CONCRETE DECK EDGE 2 x 10 (10)1/4- 2" x 2" PRIMARY ANGLE SCREEN d VARIES 5d (MIN.). — 2-1/2" (MIN.) - — — - SECONDARY 2"x 2" x 0.063" B 5d DISTANCE ANGLE (SEE SECONDARY • 0 — 1/4 ANGLE ANCHOR SCHEDULE v4" 1-11/414"" ® ® " AND SECTION 9 1-7/8" ) � 1" x 2" O.B. BASE PLATE (TYP.) ` i§ CONCRETE ANCHORS INTO 1 PRIMARY AND SECONDARY ANGLES #10 x 3/4" S.M.S. (TYP.) o S.M.S. STITCHING SCREWS 2 " x S.M.B. COLUMN f` — @ 24" O.C. FOR S.M.B. € (SEE TABLE 1.6 FOR SIZE) TOP VIEW POST TO DECK DETAIL SCALE: 3" =.1 '-0" Secondary Anchor Schedule Column Size S.M.B. or S.B. Total Concrete Anchors Total #10 x 3/4" S.M.S. 6 2 x 5 (4) 1/4" 8 ' 2 x 6 (4) 1/4" -----_10___.. 2 x 7 (4)1/4' 12 2 x 8 (6) 1/4" 14 2 x 9 (6)1/4- 16 2 x 10 (10)1/4- 18 Notes: 1. See Section 9 for additional anchor information. 2. Secondary anchor schedule applies to side walls with uprights that are 2" x 5" and larger. A . CIT Lawrence E. Bennett P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 I TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 © COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. 1-51 CCL IBI A O/NS/GW Or THF /B/ O17OUP ENGLE CCL/IBI CONSUL TANTS, INC. CCL AUTHORIZATION #LB5610 ENGINEERS SURVEYORS PLANNERS 2200 PARK CENTRAL BLVD. N. SUITE 100 POMPANO BEACH, FL 33064 (954) 974-2200 IBI POMPANO BEACH ORLANDO TAMPA JUPITER WWW. CCL —POMPANO. COM . WWW, CCL —ORLANDO. COM A DIVISION OF THC /BI GROUP KAY'S LANDING PHASE Z NATIONAL FLOOD INSURANCE PROGRAM BEARING BASED ON THE WEST LINE OF THE COMMUNITY NUMBER 120294 PANEL NUMBER 12117CO040E NORTHEAST 1/4 OF SECTION J4, TOWNSHIP 19 MAP REVISION 05/17/1995 SOUTH, RANGE JO EAST, SEMINOLE COUNTY, FLORIC FLOOD ZONE X BEING S 0074'40` E, AN ASSUMED MERIDIAN, L E G E N D R= RADIUS L= ARC DISTANCE A= CENTRAL ANGLE 0 INDICATES 5/8" IRON ROD SET WITH NUMBER L.B. 5610 C4(IRC), UNLESS OTHERWISE NOTED A/C = AIR CONDITIONER SLAB L.B. = LICENSED 6USINESS NLD = SET NAIL AND DISC L.B. 5610 CENTERLINE .E. DRAINAGE EASEMENT PC = POINT OF CURVATURE PCC = POINT OF COMPOUND CURVATURE _ L.M.E. = LAKE MAINTENANCE EASEMENT PI = POINT OF INTERSECTION U.E. UTILITY EASEMENT F.F, FINISH FLOOR PRC = POINT OF REVERSE CURVATURE CATV. = CABLE TV FHYO, = FIRE HYDRANT W.M. WATER METER L.P. = LIGHT POLE RMCE W.V. WATER VALVE PTE= POINTCOFI TANGENCY 0.00 = PROPOSED ELEVATION OR�J �oG �- RSG R=325.00 L=39.30 P.T — ! J -- ----- (pv 0 0; 2 it SCALE: l' = 00' A=27'35'28" LOCATION SKETCH (NOT TO SCALE) R_6 "b -ANS RE`% IEWI 3z:8 1TY OF S/ANFOR TABULATION I W LOT = 1SO.FT co Cy) TNI l C II la� I LEGAL DESCRIPTION. - 3 0 z OI L VY ZSJ. /n E) A NOTE: L {► BUILDING WILL BE STAKED AS SHOWN Lot 125, Kays Landing, Phase 2, according to the Plat thereof, as recorded in Plat Book 69, at Page 43-44, of the Public Records, Seminole County, Florida. Q0 NOTES: (SKETCH AND LEGAL ONLY, NOT A SURVEY) Q0 1. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS BY CCL CONSUL TANTS INC. FOR EA,SF-MENTS AND DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL RIGHTS-OF-WAY OF RECORD, PURPOSES ONLY AND IS NOT VALID. ADOIT70NS OR DELETIONS J. DATA SHOWN HEREON WAS COWPILE`J I7704 OTHC? U TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING INSTRUMENTS AND DOES NOY CON5777VTI AfJF:ll_5I RVEY w PARTY OR PARTIES IS PROHI8I7EO W1774OUl WRITTEN -' AS SUCH. CONSENT OF THE SIGNING PARTY OR PARTIES. ` �p o REVISIONS: GATE: BY: PLOT PLAN 8/28/06 JAM / DAVID 6! 8R N0, lfysm PROFSIONAL SURVEYOR ank MAPPE -# 670 STATE OF FLORIDA DA OF SKETCH: DRAWN CHECKEDFIELD 8/26/06 BY JAM BY DMB BOOK NIA