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HomeMy WebLinkAbout117 Sophia Marie Cove 04-603 Pool Screenio CITY OF SANFORD PERMIT APPLICATION Permit #: (i ,/ / Date: I2 - -0 5 Job Address: 111 S o p H a MA rL1V_- t_p jA t1 F:o 2 32'7.1 1 Description of Work: b C. SG(sa/J ewo-A Scl R-t- Historic District: Zoning: Value of Work: $ 5(000 s Permit Type: Building A_ 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 Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial _ Occupancy Type: Residential A 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 Description) Owners Name & Address: '--)1 0e7M6V-E:2 C-9N 5i CO Z?O 1 Ei • E: T "o%A 5 qR . Pic, ,/ Contractor Name & Address: kow&R -n T) a s — Phone & FakZ GG8-)% Bonding Company: N — l— L 37i7 L State License Number: C& C 0 3reo3 (o Contact Person: 'ERA t.11L Phone(bZ —OS%Z Address: ` Mortgage Lender: Address: , t d Architect/Engineer: 7 T eQ iy ' beruPhon Address:10. aoX 21 3(0(] 5 i-AM,Ar Fax: 05$C.) 7G%- 45S 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 applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the require is o Flori ien Law, FS 713. Signature of Owner/Agent Date Signature of Contracto /Agent C Date Print Owner/ Agent's Name Print Co T Z ame Signature of Notary -State of Florida Date St ry- tat e oFlorida D Ae I Owner/ Agent is _ Personally Known to Me or Con ctor/Agent is Personally Know to a or Produced ID Xroduced ID?e Z D APPLICATION APPROVED BY: Bld;.: l { Z 3 Zoning: Utilities: Initial & Date) ( Initial & Date) Special Conditions: F D: Initial & Date) ( Initial & Date) yis.•..Na, na0_ W ? N 0 2 N n w qs' . ( lam CITY OF SANFORD PERNUT APPLICATION Permit No.: Date: _ Job Address: _ i 1Z '50 J? VA t A ARtG— Gq F- Permit Type: Building Electrical Mechae,ica`I Plumbing Fire Alarm/Sprinkler Description of Work: C([jEE 3 L- '0 Cko5LA Additional Information for Electrical & Plumbing Permits Electrical: _Addition/Alteration _Change of Service _Temporary Pole _New AMP Service (# of AMPS _) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Linea Occupancy Type: _Residential Type of Construction: Commercial _ Industrial Total Sq Ftg: _ Flood Zone: Number of Stories:_ Value of Work: S Number of Dwelling Units: Parcel No.: — (Attach Proof of Ownership & Legal Description) Owner/Address/Phone: !S W G-t-MAK. R 270TUmkN , 5R- rPWW,4 rA2t, R- r tractor/ Address/Phone: to Contact Person: Title Holder ( If other than Owner): AddressT0 50, x -Z14 Phone clznpr M State License Number: I -7 i Zt-: Fax No.: 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. z.-7i - 3 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirem of Florida Lien Law, FS 713. Signature ofnnOwn r/Agent Date Signatur Contractor/Agent Date 1 O V imk-b Print Owner/ Agent's Name Print Contractor/Agent's Name SignatwlofNotary taxe ofklorida Date F7& FTlez Signature ofNota S a e Qf Florida Date Fan Fnez CommLsd= # DD04W 111j,,, JpY PU Gil DD 04Ti+F1 M.upim Sep. !G. Thm fill Owner/ Agent is y Personall Knownto Me or Contractor/Agent is Personally Known to Me or Produced ID _ Produced ID APPLICATION APPROVED BY: Date: Special, Conditions: 111897 LMTED POWER OF ATTORNEY I hereby name and appoint 1-iA, r4 z—. Date: to be my lawful attorney in fact to act for me and apply to _ C I nj 0 P SAW Fomt. for a S'C ENCLo 5(41Zt permit for work to be performed at a location described as: Section Township Range Lot Block Subdivision 60 Address of Job) L©M 5*1 . Q0 Owner of Property and Address) and to sign my name and .do all things necessary to this appointment. AD2[J f gQ D—OMAIA CG co 34 a 3jg Type or Print name of Ced Contractor and License #) S ture of Certified Contractor) Acknowledged: Sworn to and subscribed before me this Day of N trvti-r' A.D. 2-06 . Notary Public, State of Florida YP Michael J Futrell l( Seal) pCommission DD046994W. My Commission Expires:ii4 1 0 Z CG S PLAT OF BOUNDARY SURVEY q for SHOEMAKER CONSTRUCTION COMPANY Legal Description LOT 17, DAKOTAS SUBDIVISION, according to the Plat thereof as recorded in Plat Book 60, Pages 61 and 62, of the Public Records of Seminole County, Florida. IT #04,6(00 3 TRACT A 42N S 89'40'08" E -90.00' 16 a 0 y/ 18.66' J 21.32 5' Ln C N Z N 0 Ln II Ln U J 2 W O V L_ 5.33' 5' 13.33' N 21.32' VA 0 0 N 10' UTILITY EASEMENT S 89'40'08" E 50.00' 0 0 0 N w N CONC. CURS Q-S0PHW-Iv-,4RIE-C-0VE- SURVEY NOTES: Nn Q z 0 W` W Q Q Ez U; V) 0 0 W 0 z Cr J C U Cr) 1) The street address of the above -described property is SOPHIA MARIE COVE. 2) The above -described property lies in a Flood Zone X SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I further certify that this Survey meets the Minimum Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. REVISIONS: REV1960 FOR FOUMQATION, 20 AUG. I PROJECT NO: O3- 702 KITNER SURVEYING, INC. R. BLAIR KITNER - P.L.S. NO. 3382 Post Office Box 823, Sanford, F1. 32772-0823 4C'7) 522- 2000 SURVEY DATE: 12 :7kU6U57 Z003 CERTIFIED CORRECT TO: ZXZ 0 I<iN6 ilk So H-a MI tZ .1E S 4N FoR j w I SECTION 1 SCREENED ENCLOSURES COMPOSITE 2" x 3" EAVE RAIL I BEAM - SCREEN ROOF 00 0.050" H-CHANNEL 00 POST TO BEAM FASTENING OR GUSSETS G G SEE TABLE 1.6) 00 o POST Goo z W SEE TABLE 1.3) 45't w a o SCREEN a MAY FACE IN OR OUT) d> af O F- REQUIRED KNEE BRACE z MINIMUM SIZE AND w CONNECTION (SEE TABLE 1.7) LENG OF IF KNEE BRACE LENGTH KNEE B E EXCEEDS TABLE 1.7 USE CANTILEVERED BEAM CONNECTION DETAILS HOST STRUCTURE ROOFING 2) 2" LAG SCREWS SEE SECTION 9 FOR SIZE) 2" STRAP - LOCATE AND FASTEN PER STRAP LOCATION DETAIL PAGE 1-20 FASCIA AND SUB -FASCIA 2" x 2" ANGLE WITH (4) S.M.S. SEE SECTION 9 FOR SCREW SIZES) EACH SIDE TO BEAM TO SUPER OR EXTRUDED GUTTER lel co Q SUPER OR 41 EXTRUDED MAX DISTANCE TOGUTTER HOST STRUCTURE WALL 24" WITHOUT SITE SPECIFIC ENGINEERING SUPER OR EXTRUDED GUTTER RISER (OR TRANSOM) WALL A FASCIA - DETAIL 4 SCALE: 3" = V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 PAGE COPYRIGHT 2003 1 -26 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. G SCREENED ENCLOSURES SECTION 1 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 ETER r TOTAL ALLOWABLE WALL AREA 3/32" 233 Sq. Ft. / PAIR OF CABLES 178" -4 445 Sq. Ft. / PAIR OF 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 - 7 x 7 OR 7 x 19 STAINLESS STEEL CABLE DIAMETER SIDE WALL CABLE ** 3/32" ONE PER 233 Sq. Ft. OF WALL 1/8" ONE PER 445 Sq. Ft. OF WALL SIDE WALL. CABLES ARE NOT REQUIRED FOR SIDE WALLS LESS THAN 233 Sq. Ft. c) To calculate the required pair of cables for free standing pool enclosures use 100% of each wall area. & 50% of the area of one adjacent wall. NOTE: For wall heights greater than 9'-8", a minimum of (2) wall cables are required. Lawrence E. Bennett, P.E. . CIVIL ENGINEER - DEVELOPMENT CONSITANT P.O. BOX 214368. SOUTH DAYTONA, FL 2121 TELEPHONE (386) 7674774 FAX (386) 767-6556 PAGE@COPYRIGHT2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 -3y SECTION 1 SCREENED ENCLOSURES 5) #10 S.M.S. (MIN.) 1/8" x 1-1/2" x 8" FLAT BAR 0.125" PLATE OUT ON 45° ANGLE EYE -BOLT OR TURNBUCKLE FOR CABLE TENSION STAINLESS STEEL (SEE TABLE) PERIMETER FRAMING MEMBER TYPICAL CABLE CONNECTIONS P, CORNER - DETAIL 1 SCALE: 3" = 1'-0" A ALTERNATE: USE (1) 1/4" x 1-1/4" FENDER WASHER EACH SIDE OF FRAME MEMBER EITHER A OR B \\ 1" x 2" x 0.125" CLIP AND (4) B MIN. (2) CLAMPS REQUIRED10x3/4" S.M.S. EACH SIDE FOR CABLES ®®®® (TYP•) MIN. 1/4" EYE BOLT. WELD EYE CLOSED (TYP.) ALTERNATE TOP CORNER OF CABLE CONNECTION - DETAIL 1A SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 PAGE COPYRIGHT 2003 1 -38 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 1 SCREWS OR THRU-BOLTS SEE SECTION 9) SCREENED ENCLOSURES POST SIZE 2" x 4" MAX. ROM 1" x 2" EXTRUSION ANCHOR TO CONCRETE W/ CONCRETE ANCHORS WITHIN p MIN. 3-1/2" SLAB 2500 P.S.I. 6" OF EACH SIDE OF EACH 16 CONCRETE 6 x 6 -10 x 10 POST AND @ 24" O.C. MAX. WELDED WIRE MESH OR FIBS SELECT CONCRETE ANCHORS MESH CONCRETE F SECTION 9 POST TO PLATE TO CONCRETE DETAIL SCALE: 3" = V-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 SECTION 9) EACH SIDE MIN. 3-1/2" SLAB 2500 P.S.I. CONCRETE 6 x 6 -10 x 10 LDED WIRE MESH OR FIBER MESH CONCRETE ANGLES AS SHOWN ABOVE MAY BE USED TO CONNECT CHAIR RAILS AND PURLINS POST SIZE 2" x 4" MAX. (SEE TABLE) 1" x 2" EXTRUSION ANCHOR TO CONCRETE W/ CONCRETE ANCHORS 6" MAX. EACH SIDE OF EACH POST AND @ 24" O.C. MAX. OR THROUGH ANGLE AND @ 24" O.C. MAX. SELECT CONCRETE ANCHORS FROM SECTION 9 ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER- DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 PAGE COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. SECTION 1 SCREENED ENCLOSURES Table 1.1 Allowable Spans For Primary Screen Roof Frame Members Aluminum Alloy 6063 T-0 For Areas with Wind Loads up to 150 M.P.H. and Latitudes Below 30"-30'-00" North (Jacksonville. FLi Hollow Sections Tributary Load Width W = Beam Spacing 3'-0" 1 4'-0" 1 5'-0" 1 6'-0" 7'-0" 1 8'-0" 1 9'-0" Allowable Span 'L' / bending b' or deflection 'd' 2" x 2" x 0.044" 9'-10" bi 8'-7" b 7'-8" b 6'-11" b 6'-6" b 6'-1" b 5'-8" b 2" x 2" x 0.055" 10'-9" b 9'-4" b 8'-4" b 7'-7" b 7'-1" b 6-7" b 6-3" b 13'-4" b 11'7 b 10'-4" b 9'-5" b 8'-9" b 8'-2" b 7'-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 Trft W = Beam Spacing 3'-0" 1 4'-0" 1 5'-0" 6'-0" 7'-0" 18'-0" 9'-0" Allowabl ding W or deflection W 2" 19'-11" b 17'-4" b 15'76" 14'-2" 13'-1" b 12'-3" b 11'-6" b 2" x 5" x 0.050" x 0.10 24'-9" b 21'-5" b 2" b 17'-6" 16'-2" b 15'-2" b 14'-3" b Tw-x x 0. x 0.120" 28'-7" b 24'-9" b 2- 0 -3" b 18'-9" b 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'-l" b 19'-9" b 18'-7" b 2" x 7" x 0.055" w/ Insert 42'-10" b 37'-l" b 33'-2" b 30'-4" b 28'-1" b 26'-3" b 24'-9" b 2" x 8" x 0.072" x 0.224" 41'-7" b 36-1" b 1 32'-3" b 29'-5" b 27'-3" b I 25'-0" b I 24'-0" b 2" x 9" x 0.072" x 0.224" 45'-1" b 39'-l" b 34'-11" b 31'-11" b 1 29'-6" b 1 27'-8" b 1 26'-l" b 2" x 9" x 0.082" x 0.310" 49'-6" b 42'-11" b 38'-4" b 35'-0" b 32'-5" b 30'4" 2" x 10" x 0.092" x 0.369" 59'-6" b 51'-7" b 46-1" b 42'-1" b 1 3&-11" b 36'-5" b 1 34'4" b Snap Sections Tributary Load Width W = Beam Spacing 3'-0" 1 4'-0" 1 5'-0" 1 6'-0" 7'-0" 1 8'-0" 1 9'-0" Allowable Span'L' / bending'b' or deflection'd' 2" x 2" x 0.044" 11'-9" b 10'-2" b 9'-l" b 8'-4" b 7'-8" b 7'-2" b 6'-9" b 2" x 3" x 0.045" 15'-1" b 13'-l" b 11'-8" b 10'-8" b 9'-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 2" x 6" x 0.062" 1 31'-3" b 27'-l" b 24'-2" b 22'-1" b 20'-5" b 19'-2" 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 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. 3. Spans are based on a minimum of 10# / Sq. Ft. for up to a 150 M.P.H. wind load. 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. u In spacing s a no excee - . or earn spans greater than 40'-0" the beam at the center purlin 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) pudins each side of center purin need lateral bracing. Example: Max. 'L' for 2" x 4" x 0.050" hollow section with W = 5'-0" =1 V-4" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTON& FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 IPAGE1 "54 I O NOTO COPYRIGHT BER PRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREENED ENCLOSURES I SECTION 1 L Table 1.2 Allowable Spans For Secondary Screen Roof Frame Members Aluminum Alloy 6063 T-6 For Areas with Wind Loads up to 150 M.P.H. and Latitudes Below 300-30'-00" North (Jacksonville, FL) A_ Saetinnc Fastanad Tn Reame With Cline Hollow Sections Tributary Load Width W = Purlin Spacing 3'-6" 1 4'-0" 1 4'-6" 1 5'-0" 5'-0" 1 6'-0" 1 6'"8" Allowable Span'L' / bending 'b' or deflection'd' 2" x 2" x 0.044" 7'-8" d 7'-4" d 7'-0" d 6'-9" d 6'-6" b 6'-3" b 5'-11" b 2" x 2" x 0.055" 81-1" d 7'-9" d 7'-5" d 7'-2" d 6'-11" d 6'-9" d 6'-6" b 3" x 2" x 0.045" 8'-8" d 8'-3" d 7'-11" d 7'-8" d T-5" d 7'-3" d 6'-11" d 2" x 3" x 0.045" 10'-9" d 10'-3" d 9'-9" b 9'-3" b 8'-10" b 8'-5" b 8'-0" b 2" x 4" x 0.050" 12'-2" b 11'-4" b 10'-8" b 10'-2" b 9'-8" b 9'-3" b 8'-9" b Snap Sections Tributary Load Width W = Purlin Spacing 3'-6" 1 4'-0" 1 4'"6" 1 5'-0" 5'"6" 1 6'-0" r 6--a- Allowable Span 'L' / bending 'b' or deflection 'd' 2" x 2" x 0.044 8'-5" d 8'-1" d 1 T-9" d 1 T-6" d I T-3" d 1 T-0" d 6'-9" d 2" x 3" x 0.045" 1 11'-7" d 11'-1" dl 10'-8" dl 10'-4" di 9'-11" bi 9'-6" bj 9'-0" b 2" x 4" x 0.045" 1 14'-8" d 14'-0" d 1 13'-6" d 1 12'-9" b 1 12'-2" b 11'-8" b I B. Sections Fastanad Thmnnh Roam Wahe Intn Ream Rneene Hollow Sections Tributary Load = Purlin Spacing 3'-6" 1 4'-0" 4'-6" -05' 5'" -6" 6'-0" 6'-8" Allowable Span 'L' / ding 'b' or deflection 'd' 2" x 2" x 0.044" 9'-2" b 8'-7" b 8'-1" b T-8" b T-4" b 6'-11" b 6'-7" b 2" x 2" x 0.055" 9'-11" b 9'-4" b 8'-10" b b T-11" b T-7" b T-3" b 2" x 3" x 0.050" 12'-4" b 11'-7" b 10'-11" b 10'-4" b 9'-10" b 9'-5" b 8'-11" b 2" x 4" x 0.050" 13'-7" b 12'-8" b 11'-11" b 11'-4" b 10'-10" b 10'-4" b 9'-10" b Snap Sections Tributary Load Width W = Purlin Spacing 3'- 6" 4'.0" 1 4'-6" 1 5'-0" 5'"6" 1 6'"0" 1 6'-8" Allowable Span'L' / bending'b' or deflection'd' 2" x 2" x 0.044" 10'-11" bj 10'-2" b 9'-7" b 9'-1" bi 8'-8" 91 8'-4" b T-11" b 1. Thicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be less than 0.040". 2. Spans are based on a minimum of 10# / Sq. Ft. for up to a 150 M.P.H. Wind load.3. Span is measured from center of beam and upright connection to fascia or wall connection. 3. Span is measured from center of beam and upright connection to fascia or wall connection. 4. Purlin spacing shall not exceed 6'-8". For beam spans greater than 40'-0" the beam at the center purlin and one 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 pudin and (2) pudins each side of center purlin need lateral bracing. 5. Spans may be interpolated. 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" = 10'-2" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P. O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE ( 386) 767-4774 FAX ( 386) 767-6556 COPYRIGHT 2003 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 1-55 SECTION 1 SCREENED ENCLOSURES Table 1.3 Allowable Post / Upright Heights For Primary Screen Wall Frame Members Aluminum Alloy 6063 T-6 For 3 second wind gust at velocity of 120 MPH or an aoolied load of 14 # / so. f -* Hollow Sections Tributary Load Width W = Upright Spacing 3'-0" 1 4'-0" 1 5'-0" 1 6'-0" 7'-0" 1 8'-0" 1 9'-0" Allowable Height'H' / bending 'b' or deflection 'd' 2" x 2" x 0.044" 8'-4" b T-3" b 1 6'-6" b 5'-11" b 5'-6" b 5'-1" b 4'-10" b 2" x 2" x 0.055" 9'-l" 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" 11'-3" b 9'-9" b 8'-9" b T-11" b T-5" b 6'-11" b 6'-6" b 2" x 4" x 0.050" 12'-5" b 10'-9" b 9'-7" b 8'-9" b 8'-1" b 7'-7" b T-2" b Self Mating Sections Tributa th '1111' = Upright Spacing 3'-0" 4'-0" 5'-0" 6'-0" 1 7'-0" 1 8'-0" 1 9'-0" Allowab ding 'b' or deflection 'd' 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'-9" b 2" x 5" x 0.050" x 0.100" 20'-11" b 18'-l" b 9" b 4-8" 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'-l" b 15'-10" b 14'-10" b 13'-11" b 2" x 7" x 0.055" x 0.120" 27'-3" b 23'-7" b 21'-l" b 19'-3" b 17'-10" b 16'-8" b 15'-9" b 2" x 7" x 0.055" w/ insert 36'-3" b 31'-4" b 28'-l" b 25'-7" b 23'-9" b 22'-2" b 20'-11" b 2" x 8" x 0.072" x 0.224" 35'-2" b 30'-6" b 27'-3" b 24'-10", b 23'-0" b 21'-6" b 20' 4" b 2" x 9" x 0.072" x 0.224" 38'-2" b 33'-0" b 29'-6" b 26'-11" b 24'-11" b 23'-4" b 22'-0" b 2" x 9" x 0.082" x 0.310" 41'-10" b 36'-3" b 32'-5" b 29'-7" b 27'-5" b 25'-8" b 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'-l" b Snap Sections Tributary Load Width W= Upright Spacing 3'-0" 1 4'-0" 1 5'-0" 1 6'-0" 1 7'-0" 1 8'-0" 1 9'-0" Allowable Height'H' / bending'b' or deflection'd' 2" x 2" x 0.044" 9'-11" b 8'-7" b T-8" b T-0" b 6'-6" b 6-1" b 5'-9" b 2" x 3" x 0.045" 12'-9" b 11'-0" b 9'-10" b 9'-0" b 8'-4" b 7'-10" b T-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 1 T-11" b 16'-11" 'b- auw nmynLa aL w1119 vewcnies oxner inan 1Lu Mi m, 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 over20' in mean roof height. 5. Height is to be measured from center of beam and upright connection to fascia or wall connection. 6. Chair rails of 2" x 2" x 0.044" min. and set @ 36" in height can be considered as residential guardrails provided they are attached with min. (3) #10 x 1-1/2" S.M.S. into the screw bosses and do not exceed 8'-0" in span. 7. Heights may be interpolated. 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. v Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767.4774 FAX (386) 767-6556 COPYR GHT 2003IPAGE1 _56 I O NOTO BE R PRODUCEDIN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREENED ENCLOSURES SECTION 1 C Table 1.4 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 velocity of 120 MPH or an applied load of 14 # / sq. ft.• w 0 4:.A. u.. ..a..1. C-6 ad Tn Dne#e Wi46 fJine Hollow Sections Tributary Load Width 'IfY' X-6' 1 4'-0" 1 4'-6" 1 5'-0" 1 5'.6" 1 6'-0" 6'"8" Allowable Heights'H' / bending'b' or deflection'd' 2" x 2" x 0.044" 6'-10" d 6'-6" b 6-1" b 1 5'-9" b 5'-6" bE7bffl b 2" x 2" x 0.055" 7'-3" d 6'-11" d 6'-8" b 6'-4" b 6'-0" b" b 3" x 2" x 0.045" T-9" d T-5" d T-1" d 6'-10" d 6'-7" b1" b 2" x 3" x 0.045" b 8'-9" b 8'-3" b T-10" b T-5" b" b2" x 4" x 0.050" 10'-3- b 9'-7" b 9'-0" b 8'-7" b 8'-2" b" b a_1_ 0-6......1 T., 12-6e Tl.... ..6 Clio lmf^ Cn .0 Rnaaaa Hollow Sections Tribu idth W X-6'1 4'-0" 4'-6" 5'-0" 5'-6" 1 6'-0" Allowable Heights 1132FAndingWor deflection'd' T-9" b T-3" b 6'-10" b 6'-6" 6'-2" b 1 5'-11" b 5'-7" b 8'-5" b T-11" b T-5" b b 1 6'-9" b1 6'-5" b 6'-1" b 3" x 2" x 0.045" 9'-3" b 8'-8" b 8'-2" b T-9" b 7'-5" b T-1" b 6'-8" b 2" x 3" x 0.045" 10'-5" b 9'-9" b 9'-2" b 8'-9" b 1 8'-4" bl T-11" b 7'-7" b 2" x 4" x 0.050" 11'-6" b 10'-9" b 10'-1" b 9'-7" b 1 9'-2" b 1 8'-9" b 8'4" b Snap Sections Allowable Heights'H' / bending'b' or deflection'd' 2" x 2" x 0.044" 9'-2" b 1 8'-7" b 1 8'-1" b 1 T-8" b 1 7'4" b 1 T-0" b 1 6'-8" b For allowable heights at wino velocities otner than -izu mrn, see conversion table -im on ine specifications for tables page at the beginning of this section and example below. Notes: 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 20' in mean roof height. 4. Span 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 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. 6. Girt spacing shall not exceed 6-8". 7. Spans may be interpolated. IF HEIGHTS 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. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767.4774 FAX (386) 767-6556 I O NOT TO BE PRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.I PAGE COPYRIGHT . 57 I SCREENED ENCLOSURES I SECTION .1 Table 1.6 Minimum Upright Sizes and Number of Screws for Connection of Roof Beams To Wall Uprights or Beam Splicing Beam Size Upright Size Minimum Purlin, Girt Knee Brace Size" Deck Anchors Notes Minimum Number of Screws' Beam Stitching Screw @ 24" O.08xW, 10 X W, 12 x %" 2" x 3" 2" x 3" 2" x 2" x 0.044" 2 Full Lap 6 4 . 4 2"x3" 2"x2"x0.0 " Full Lap 8 6 4 8 2" x 4" 2" x 4" 2"x 2" x 0.044" 2 Full Lap 6 4 10 2" x 3" 2" x" x 0.044" 2 Full Lap 8 1 6 4 8 2" x 6" 2" x 3" 2" x 2" x 0.044" 4 Full Lap 10 8 6 10 2" x 6" 2" x 4" 2" x 2" x 0.044" 4 Partial Lap 10 8 6 10 2" x 7" 2" x 4" 2" x 2" x 0.044" 4 Partial Lap 14 12 10 12 2" x 8" 2" x 5" 2" x 3" x 0.044" 6 Partial Lap 16 14 12 14 2" x 9" 2" x 6" 2" x 3" x 0.045" 6 Partial Lap, 18 16 14 14 2" x 9- 2" x 7" 2" x 4" x 0.050" 8 Partial Lapl 20 18 16 14 2" x 10" 2" x 8" 2" x 4" x 0.050" 10 Partial Lapi 20 1 18 1 16 14 Screw Size Minimum Distance and Spacing of Screws Gusset Plate Thickness Edge To Center Center To Center Beam Size Thickness 8 5/16" 51i3" 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" 1/8" = 0.125" 12 1/2" 1" 2" x 9" x 0.072" x 0.224" 1/8" = 0.125" 14 or 1 /4" 3/4" 1-1/2" 2" x 9" x 0.082" x 0.306" 1 /8" = 0.125" 5/16" 7/8" 11-314" 2" x 10" x 0.092" x 0.369" 1 1 /4" = 0.25" 3/8" 1"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 1/16" gusset plate. 2. All gusset plates shall be a minimum of 5052 H-32 Alloy or have a minimum yield strength of 23 ksi. 3. For beam splice connections the number of screws shown is the total for each splice With 1/2 the screws on 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. Table 1.7 Minimum Size Screen Enclosure Knee Braces And Anchoring Required Aluminum 6063 T-6 Brace Length Extrusion Anchoring System 0' - T-0" 2" x 2" x 0.044" 2" H-Channel With 3 #10 x 1/2" EACH SIDE To T-0" 2" x 3" x 0.045" 2" H-Channel With 3 #10 x 1/2" EACH SIDE To 4'-6" 2" x 4" x 0.044" x 0.12" 2" H-Channel With (4) 3/4" long screws size to be determined by beam size, see table 9.6) See Table 1.6 For Number And Size Of Screws) Note: 1. For required knee braces greater than 4'-6" contact engineer for specifications and details. 2. Cantilever beam detail shown on page 1-32 shall be used for host structure attachment when knee brace length exceeds 4'-6" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 I O COPYRIGHT 2003 PAGE BE REPRODUCEDROCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. INOTTOB1 "59 I HOWARD DEHNER f e j'%/ { SEMINO.LE C011NTY MARYflNNE M11RSE, CLERK ill= CIRCUIT COURT GENERAL C ON i:"`° CTO FLORIaA s NAT[JRAL tttO10E SEMINOLE Ci'1UNTY 56'CRA YCROFT AVE. BK 05116 FAG 1 166 CLERK'S 0 2003212746 DeBARY, FL 32713 NOTICE OF COMMENCEMEN TRECORDED 12/01/M3 18s55s53 AM RECORDING FEES 6.* RECORDED BY L McKinleyStateofFloridaCountyofSeminole Permit No. Tax Folio No. (PID) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the falling information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY (Legal description of the property and street address) L.p 1" ( 7 S t itSl Y3 c3 G-D Ci s (L -(I - 1 k j SO-D 14 t A, /V1A GENERAL DESCRIPTION OF IMPROVEMENTS OWNER INFORMATION Name and address V701 0.e.-rikoa4t ax Pw4. 6AJPo2a AL37771 Interest in property (Fee Simple, Partnership, etc.) NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER (IF OTHER THAN OWNER) R11F11= D COPI CONTRACTOR GENERA. CONTRACTOR MARYANNE ll Name and address CRAYCROFT AVE. CLERK Of CIRCUIT (I,,. SURETY ( Bonding Comany) t. RK Name and address Amount of Bond LENDER Name and A address Persons within the State of Florida designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: Name and address I- In addition to himself, Owner designates provided in Section 713(1)(b), Florida Statutes. Expiration Date of Notice of Commencement I v A of to receive a copy of the Lienor's Notice as The expiration date is 1 year from date of recording unless a different t in.) Signature of 07 eSvier 9 to an ubscribed before me this 0 Day of lam• , 20 O -) . ."p.,, Frank FrieZ mmissiDD My Commission Expires: G. _ C' 6, 2W57 o Notary Public }oFFt°:` Admdic Inc The foregoing instrument was acknowledged before me this day of DEL200 3 by 7DCLk-r` 4_ (nameof person acknowledged who is ersonally known to Zr who has produced (type of identification.) as inentification dd who did/did not take an oath.