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HomeMy WebLinkAbout112 Sophia Marie Cove 04-604 Screen pool enclosureCITY OF SANFORD PERMIT APPLICATION Permit # : Date: 1 Z _ 1 —0 3 Job Address: 112. '-30 i la I A MAQi e— Cpje_ Arn1 pool — 3Z-1't l Description of Work: 5CM4—N POOL CAC LOS t. RZ Historic District: Zoning: Value of Work: $ 34QQ 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 #: Owners Name & Address: Z- 701 I.L. F - Contractor Name & Address: ,, iL Phone & F M 1 4(—'R = Bonding Company: Address: Mortgage Lender: —Q Address: a Attach Proof of Ownership & Legal Description) Phone: 4 V-L , 37771 State License Number: 17% Z Contact Person: 411J k CAN Architect/ Engineer: MENNel-7(p ( Phone3&,)? N-1-4 74 Address: Y.6, pO C 2143 00 AiItoNA i'C. 3Z 2 Fax( )- —(pSSL 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 issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIRCONDITIONERS, 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 constructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. 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 thiscounty, 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 1 will notify the owner of the property of the requirerpawk of Flori iLienLaw,FS713. Signature of Owner/Agent Date Signature of Contractor/gent Date ;e9•'mc; cr/ z DPrint Owner/Agent's Nameo raAge ' Name CD 14, /13 Mg- 'O' R? - __ - Signature of Notary -State of Florida Date i nature of Notary -State of Florida Date n 'a d a A n2 oCJ O Owner/ Agent is _ Personally Known to Me or V N Contractor/ Agent is ersonall Know o T 5 0 -- — Produced ID _Produced ID APPLICATION APPROVED BY: Bldgin2~12 -C7 Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: sSj dD CITY OF SANFORD PERNUT APPLICATION Permit No.: Date: Job Address: 2. SQRV\iA ftkmZ w CaV 1 Permit Type: 4._ Building Electrical Mechanical Plumbing Fire Alarm/Sprinkler Description of Work: — SC L)Q10 L ,- N r- M0SUPX- v. 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 Lines Occupancy Type: _Residential Commercial _ Industrial Total Sq Ftg: Value of Work: $ Type of Construction: Parcel No.: Flood Zone: Number of Stories: Number of Dwelling Units: meter/ Address/Phone: :}40E91Aek- ' (yr, AT. LO. 2" 701 6 r-dir-0, Ct, 3Z-71 Contact Person: Phone & Fax Number: Attach Proof of Ownership & Legal Description) Title Holder (If other than Owner): 5"OQ QKAY-Eg. Co!,) 5'[ • 60 Address: Bonding Company: Address: J A Mortgage Lender: — - DEC 01 7003 Address: Architect Address: Pit- Alsl. r1r, 41_ 03(00 License Number: 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 regords of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptar; pe of permit is verifjw,,ation that I will notify the owner of the property of the requir9pents of Florida Lien Law, FS 713. Si a e cf Owner/Ag Date Signa of ontractor/Agent Date 4ArO A! -, 't606EL--- k b wx RD P_"f4 ;2 Print Owner/Agent's Name Print Contractor/Agent's Name z- 1—u t) 11-2S -03 Signature of Notary- tate of Florida Date Signature of Notary- to of Florida Date or; r P., Frank Friez vammission DDo47347 p y Frank Friez o Ca®mission # DD OVW Eapltes Sep 16, 2005 Bmxbd Tian cExpires Bon" 16, m iF B ending Ca, Inc. IM OFft, Adams 1 Ca,IH1 Owner/ Agent is 7k Personally Known to Me or Contractor/Agent is i Personally Known to M or Produced ID Produced ID APPLICATION APPROVED BY: Date: Special Conditions: 111897 L MITED PO'"TR OF ATTORNEY I hereby name and appoint r,T=; Y r Date: Z-Z-O 3 to be my lawful attorney in fact to act for me and apply to for apermit for work to be performed at a location described as: Section Township Range Lot Block Subdivision bA K o"rA 5 Address of Job) Owner of Property and Address) and to sign my name and ,do all things necessary to this appointment OW. WD Z)e14aj5i2 C&Gd Type or Print name of qded Contractor and License #) of Certified Contractor) Acknowledged: Sworn to and subscribed before me this Z, Z Day of WV44ce— A.D. 7,6015 Notary Public, State of Florida W Michael J Futrell Seal) MY Commission DD046M No, Rd` Expires August 01, 2005 My Commission Expires: Y 'i ( , o 1 , 2c v .5- Scap- 19-0:3 11 : 41A cc)n%t c,i 3221.20Ei PLAT' OF BOUNDARY SURVEY" for - SHOEMAKER CONSTRUCTION COMPANY Legal Description LO'r 18, DAKOTAS SUBDIVISION, accoiyJing to trio Plot tliaraof as recorded In Plat Book 60. Pages 61 and 6.1, of the PutAic Records of Seminole County. Florida a r C A C: 7 y i LANAI i cVU-) c0Ly 1 G' UTILITY icASEMEN11' s9•40'!).W' F -,I- Or" -- SOPHf* -M-ARfE-_ COME - - w 0 N J N II 2 w Q w ad r— z0 Lv J a V V / G L, a SURVEY NOTES: 1) The st,9ei addross of the above -described property is 112 SOPHIA MARIE COVE- The above described property flea in a Flood Zone X SURVEYW1 5 CE_RTSFICATE Thiti is t.0 certlry that I &eve leadv a 5S 40Y or tM above dawrlbed prooerty ahc that the plat hereun douneatao Is an accurate represantatlon of the ease, I Further eartify that this Survey mmLs the Ainiwn Tm&v%jcsl LwStandardscatforthbytheFloridahoardof ri Surveyors perryuant to -Section 127.A77 if the Florida Statutes. REVISIONS•— i _ C TI-IFIEU COW --CT TTIr H, BLAIR KtTNLFI - P.L.S. NO. 338Z oec 7fFlc.e eqa H2.), 5anfoM, FI, 3M2-W.3 otn) 322-20Wr"O.it'cT Nn; 02_GilFj SVRt1EY OAT'E; s V, VCP- 1 LO x N N N l,H b SHo AKE2 as I SECTION 1 SCREENED ENCLOSURES BEAM - SCREEN ROOF 0.050" H-CHANNEL OR GUSSETS J W 'o wQ BELEKNE 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 nm COMPOSITE 2" x 3" EAVE RAIL I POST TO BEAM FASTENING SEE TABLE 1.6) POST SEE TABLE 1.3) SCREEN MAY FACE IN OR OUT) REQUIRED KNEE BRACE MINIMUM SIZE AND CONNECTION (SEE TABLE 1.7) IF KNEE BRACE LENGTH EXCEEDS TABLE 1.7 USE CANTILEVERED BEAM CONNECTION DETAILS MAX. DISTANCE TO HOST STRUCTURE kLL 24" WITHOUT SITE EGIEIC ENGINEERING SUPER OR EXTRUDED GUTTER RISER (OR TRANSOM) WALL A FASCIA - DETAIL 4 SCALE: 3" = 1'-0" SUPER OR EXTRUDED GUTTER 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. 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 CAB TER TOTAL ALLOWABLE WALL AREA 1 233 Sq. Ft. / PAIR OF CABLES 1/8" 1 445 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 ** 3132" 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. t Lawrence E. Bennett, P.E.- CIVIL ENGINEER - DEVELOPMENT CONS ZTANT P.O. BOX 214368, SOUTH DAYTONA, FL 12121 TELEPHONE (386) 7674774 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 -37 r i SECTION 1 SCREENED ENCLOSURES m 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 TYPICAL CABLE CONNECTIONS CORNER - DETAIL 1 SCALE: 3" = 1'-0" EITHER A OR B 1" x 2" x 0.125" CLIP AND (4) B 10 x 3/4" S.M.S. EACH SIDE FOR CABLES A ALTERNATE: USE (1)1/4" x 1-1/4" FENDER2A-0-/—FRAME WASHER EACH SIDE OF MEMBER MIN. (2) CLAMPS REQUIRED 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) 1" x 2" EXTRUSION ANCHOR TO CONCRETE W/ CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AND @ 24" O.C. MAX. SELECT CONCRETE ANCHORS FROM SECTION 9 SCREENED ENCLOSURES POST SIZE 2" x 4" MAX. MIN. 3-1/2" SLAB 2500 P.S.I. CONCRETE 6 x 6 - 10 x 10 WELDED WIRE MESH OR FI MESH CONCRETE POST TO PLATE TO CONCRETE DETAIL SCALE: 3" = 1'-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 DED 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 T( CONCRETE W/ CONCRETE ANCHORS 6" MAX. EACH SIDE OF EACH POST AND @ 24" O.0 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 GHT 2003I PAGE A A I © NOT0 BE R PRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, 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" b 8'-7" b T-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 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 Trib '1M = Beam Spacing 3'-0" 1 4'-0" 5'-0" 1 6'-0" 7'-0" 1 8'-0" 1 9'-0" Allowable Span 'L' / bending b' or deflection 'd' 0" 19'-11" b 17'-4" b 1 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 17'-6" 16'-2" b 15'-2" b 14'-3" b x x 28'-7" b 2479" b b 18'-9" b 17'-6" b 16'-6" b 2" x 7" x 0.055" x 0.120" 32'-3" b 2T-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'-l" b 26-3" b 24'-9" b 2" x 8" x 0.072" x 0.224" 41'-7" b 36-1" b 32'-3" b I 29'-5" In 1 27'-3" b 25'-6" b I 24'-0" b 2" x 9" x 0.072" x 0.224" 45'-1" b 1 39'-l" b 34'-11" b 31'-11" b 29'-6" b 2T-8" Mb2" 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 38--11" b 36'-5" Snap Sections Tributary Load Width W = Beam Spacing 3'-0" 1 4'-0" 1 51-0" 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 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 9'-10" b 9'-3" b 8'-8" b 2" x 4" x 0.045" 18'-5" b 16-11" b 14'-3" b 13'-0" b 12'-l" b 11'-3" b 2" x 6" x 0.062" 1 31'-3" b 2T-1" b 24'-2" b 22'-l" b 20'-5" b 19'-2" b 2" x 7" x 0.062" U_- 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. 4. S red fivin nection to fascia or wall connection, Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above s ans for total beam spans. s aI not exceed 6'- . or earn spans greater than 40'-0" the beam at the center purlin and one pudin for each 14'-0" on each side of the center pudin shall include lateral bracing as shown in detail (48'-0') span with pudins at 6'- 8" o.c, center pudin and (2) pudins each side of center pudin need lateral bracing. Example: Max. 'L' for 2" x 4" x 0.050" hollow section with W = 5'-0" = 11'-4" 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 1.54 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREENED ENCLOSURES SECTION 1 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 30°-30'-00" North (Jacksonville, FL) A. Sections Fastened To Beams With Clios Hollow Sections Tributary Load Width W = Purlin Spacing 3'-6" 4'-0"1 4'-6" 1 5'-0" 5'-0" 1 6'-0" 6'-6" Allowable Span 'L' / bending W or deflection 'd' 2" x 2" x 0.044" 7'-8" d 7'-4" d T-0" d 6'-9" d 6'-6" b 6'-3" b 5'-11" b 2" x 2" x 0.055" 8'-l" d T-9" d T-5" d T-2" d 6'-11" d 6'-9" d 6'-6" b 3" x 2" x 0.045" 8'-8" d 8'-3" d T-11" d T-8" d 7'-5" d T-3" 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 2" x 4" x 0.050" 12'-2" b 1 11'-4" b 10'-8" b 10'-2" b 9'-8" b 9'-3" b Snap Sections Tributary Load Width '1M = Purlin Spacing 3'-0" 1 4'-0" 1 4'.6" 1 5'-0" 5'-0" 1 6'-0" 6'-8" Allowable Span 'L' / bending 'b' or deflection'd' 2" x 2" x 0.044 8'-5" d 8'-1" d 7'-9" d T-6" d T-3" d T-0" d 6'-9" d 2" x 3" x 0.045" 11'-7" d I VA" d 10'-8" d 10'-4" d 9'-11" b 9'-6" b 9'-0" b 2" x 4" x 0.045" 14'-8" d 14'-0" d 13'-6" d 12'-9" b 12'-2" b 11'-8" b 1 11'-1" b B. Sections Fastened Through Beam Webs Into Screw Bosses Hollow Sections Tributary Load Width '1M = Purlin Spaci 3'-6" 1 4'-0" 4'-6" 1 5'-0" r 5'-0" It 6'-0" 6'-6" Allowable Span 'L' / bending 'b' or deflectI 2" x 2" x 0.0 9'-2" b 8'-7" b 8'-1" b 7' 8" b 7' 4" b 6'-11" 6'-7" b 2 x x. 55" 9'-11" b 9'-4" b 8'-10" b 8'-4" b T-11" b b T-3" b 2" x 3" x 0.050" 1 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 1l'-4" b 10'-10" b 10'-4" b 9'-10" b Snap Sections Tributary Load Width W = Purlin Spacing 376" 4'-0" 1 4'-6" 1 5'-0" 5'-0" 1 6'-0" 6'-8" Allowable Span'L' / bending'b' or deflection'd' 2" x 2" x 0.044" 10'-11" b 1 10'-2" b 1 9'-7" b 1 9'-1" b 1 8'-8" b 8'-4" b 7'-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 pudins at 6'- 8" o.c. center purlin and (2) puriins each side of center purin 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) 767-65% IO NOTT O BIE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 PAGE1 .55 I SECTION 1 I 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 applied load of 14 # / sq. ft.* C 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 2" x 2" x 0.044" 8'-4" b T-3" b 6'-6" b 5'-11" b 5'-6" b 5'-1" b 4'-10" b 2" x 2" x 0.055" 9'-1" b T-11" b T-1" b 6'-5" b 5'-11" b 5'-7" b 5'-3" b 2" x 3" x 0.045" 11'-3" b 9'-9" b 8'-9" b T-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 Trib W' = Upright Spacing 3'-0" 1 4'-0" 5'-0" 6'-0" ' 7'-0"1 8'-0" 1 9'-0" Allowa ding 'b' or deflection 'd' 2" x 4" x 0.044 x 0.100 16'-11" b 14'-8" bf 13'-l" b 11'-11" 0 11'-1" b 10'-4" b 9'-9" b 2" x 5" x 0.050" x 0.100" 20'-11" b 18'-1" b 16'- 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 1T-1" b 15--10" b 14'-10" b 13'-11" b 2" x 7" x 0.055" x 0.120" 27'-3" b 23'-7" b 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 1 27'-3" b 1 24'-10", b 1 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'-0" b 2" x 9" x 0.082" x 0.310" 41'-10" b 36'-3" b 32'-5" b 29'-7" 1 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 T-O" 4'-0" 1 5'-0" 1 6'-0" 1 7'-0" 1 8'-0" 1 9'4" Allowable Height'H' / bending'b' or deflection 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 T-10" b T-4" b 2" x 4" x 0.045" 15'-7" b 13'-6" b 12'-l" 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 1 22'-9" b 20'-9" b 19'-3" b 1 T-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" 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. 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 I PAGE1 CC I NOTO COPYRIGHT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. r SCREENED ENCLOSURES SECTION 1 Table 1.4 Allowable Post I 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.` A. Sections As Horizontals Fastened To Posts With Clips Hollow Sections Tributary Load Width W 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" b 5'-3" b 5'-0" b 2" x 2" x 0.055" T-3" d 6'-11" d 6'-8" b 6'-4" b 6-0" b 5'-9" b 5'-6" b 3" x 2" x 0.045" T-9" d 7'-5" d 7'-l" d 6'-10" d 6'-7" b 6'-4" b 5'-11" b 2" x 3" x 0.045" 9'-4" b 8'-9" b 8'-3" b T-10" b 7'-5" b T-2" b 6'-9" b 2" x 4" x 0.050" 10'-3" b 9'-7" b 9'-0' b 8'-7" b 8'-2" b 7'-10" b I L Snap Sections Allowable Heights'H' / bending'b' or deflection'd' 2" x 2" x 0.044" 1 T-6" d 1 T-2" d 1 6'-11" d 1 6-8" b 1 6'4" b 1 6'-1' b I 5'-9" b R Set -tinny An 14nd7nntals Fastened To Posts Thmuch Side Into Screw Bosses Hollow Sections Tributary Load Width W X-6' 4'-0" 4'-6" 5.-0" 1 5'-0" 6'-0" 6'-6" Allowable Heights 'H' / bending 'b' or defle ' T-9" b T-3" b 6-10" b 6'-6" b 6'-2" b 5'-11" 1 5'-7" b 8'-5" b T-11" b T-5" b T-1" b 6'-9" b b 6-1" b 3" x 2" -x0.045" 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 8'-4" b T-11" b 7'-7" 1b 2" x 4" x 0.050" 11'-6" b 10'-9" b IVA" b 9'-7" b 9'-2" b 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 T-4" b 1 T-0" b 1 6'-8" b For allowable heights at wind velocities other than 120 MPH, see conversion table 1A on the 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 @ COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. PAGE 1- 57 A , SCREENED ENCLOSURES Table 1.6 Minimum Upright Sizes and Number of Screws for Connection of Roof Beams To Wall Uprights or Beam Splicing SECTION 1 Beam Size Upright Size Minimum Purlin, Girt Knee Brace Size" Deck Anchors Notes Minimum Number of Screws' Beam Stitching Screw -24" O.08x'/:" 10 x'/:" 12 x %" 2" x 3" 2" x 3" 2" x 2" x 0.044" 2 Full Lap 6 4 . 4 2" x 4" 2" 2 8 6 4 8 2" x 4" 2" x 4" 2" x 2" x 0.044" 2 Full Lap TT 6 4 10 x 2" x 2" x 0.044" 2 Ful =ap8 6 4 8 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 6" 2" x 3" x 0.045" 6 1 Partial Lapl 18 1 16 14 14 2" x 7" 2" x 4" x 0.050" 8 1 Partial Lapj 20 18 16 14 2" x 8" 2" x 4" x 0.050" 10 1 Partial Lap 1 20 18 16 14 Screw Size Minimum Distance and Spacing of Screws Gusset Plate Thickness Edge To Center Center To Center Beam Size Thickness 8 5116" 5/8" 2" x 7" x 0.055" x 0.120" 1/16" = 0.063" 10 318" 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" 1 3/4" 1-1/2" 2" x 9" x 0.082" x 0..306" 1/8" = 0.125" 5/16" 7/8" 1-3/4" 2" x 10" x 0.092" x 0.369" 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' - 2'-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 NOT TO COPYRIGHT FAG BE PRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. IOB.59 I HO ARD ®EHNER MARYANNE M[1RSE, CLERK OF CIRCUIT COURTMNtRALCiONTMAC: TOR (SEA41NOLE COUNTY SEMINOLE COUNTY Z/ 56 (d'RRAYCAVE.FUORIOAY NATURAL CF:OICE Mi PYfi PK 05116 PG 1 167 Y, FL3 1 CLERK'S # 2003212747 NOTICE OF COMMENCEMENT RECORDED 12/01/2003 10:55:53 AN RECORDING FEES LOO REMMED BY L McKinley StateofFloridaCountyofSeminolePermit 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 folling information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY (Legal description of the property and street address) Uo-r i S ArkOV* I1Z SOak1ii IMAP=tC-- CoVE. GENERAL DESCRIPTION OF IMPROVEMENT .TLEEt i POOL EN CW Sct(1.E OWNER INFORMATION Name and address S kOS M A i- CRL CotJ S'j . Co. Interest in property (Fee Simple, Partnership, etc.) S, A NAME AND ADDRESS OF FEE SIMPLE TITLE BOLDER (IF OTHER THAN OWNER) CONTRACTOR Name and address AO W X?, SURETY (Bonding Company) Name and address kL 'k Amount of Bond LENDER Name and address_ N—A CIRTIFIED COP? LR YAirlNE MORSH 1K OF CIRCUIT COU"t DEC 1 2003 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 In addition to himself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713(1)(b), Florida Statutes. Expiration Date of Notice of Commencement The expiration date is 1 year from date of recording unless a different dat is sp ied SignatuIF re ofOwner Sw to and subscribed before me this Day of _ iC , 20O_ Frank Friez Commission # DD 647347 My CommissionExpires: = Expires Sep. 6 i 2005d Sorad ThryNotary Publicd;. A 1p. Adantic Bonding Ca, L+c. The foregoing instrument was acknowledged before me this i day of "DeC . 20 by t > 11 cSM Ay4nZ (name of p. rson acknowledged), o is persanally known to err who has produced (type of identification) as mentification and who did/did not take an oath.