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HomeMy WebLinkAbout205 S Bristol Cir (2)Permit No.: Job -Address: a(J CITY OF SANFORD PERM;T APPLICATION It L•'I-9 a7wo 7 Permit Type: Building Electrical Mechanical Plumbing Fire Alanarorb"r Description of Work: _ t",M (P-hnP D Additional Information for Electrical & Plumbing Permits Electrical: Addition/Alteration _Change of Service Temporary Pole New AMP Service (a or AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixques Number of Water & Sewer Drainage Lines Number or Gat Lim Occupancy Type: idential _Commercial _ Industrial Total Sq Ftg: 300 value of Worir: s ay5 b, w Type of Construction: Flood Zone: Number of Stories: / Number of Dwelling Units: Parcel No.: O 7 a D 31 S O& 000 0 / (00 (Attach Proof or Ownership & Legal Description) ConnactodAddress/Phone: I!amt LV U43 u n&411\ 7 :;)-V it U44A<4 « Ottf-, 2 ( e 3 State Lice» so Nwnber: l e- Uy Srfc1O y t pion; Phone & Fax Number. ', V& 975 919/ 5 #Cx -77 S 00 rf Title Holder (If other than Owner): Address: Bonding Company: Address: Arohue Phone No.: 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 COMIv1ENCE RENT MAY RESULT IN YOUR PAYING TWICE FOR JNiPROVEMENTS 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 m the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of des Lien Law. FS 713. alK 71" a a Signature /Agent Date Signature of Contractor/Agent Date Print Agent' s Name Print Co tractor/Agent's Nwnc Ir-S rgoature ofNo -State of Florida Date Signature of Notary- tate of Florida Date 8MBa.F. AJ. FOLLMAR Y COI: ! iISSION 8 CC 947200 A UK; ' IS 23, 2004 Own F I `'• , ^ n ocnm s e or Produced ID APPLICATION APPROVED BY: S /& &- BARBARAJ.FOLLMAR xPr"NZ MY COMMISSION N CC 947200EXPIRES: August 23,2004 eond.d Thro Nowt' Pub9c u^dawnwt Contractor gen rs a to Me or Produced ID Date: 3 —'-' _ Z Special Conditions: SCREENED ENCLOSURES SECTION 1 W PURLINS (TYPICAL) 6 CABLE CONNECTION DETAIL 1 (TYPICAL) SCREEN (TYPICAL) ALTERNATE CABLE CABLE CONNECTION DETAIL 2 (TYPICAL) H x r (TYPICAL) W N GRADE . v K-BRACING OPTIONAL) AL DOME ROOF ELEVATION SIZE MEMBERS PER PROPRIATE TABLES ALUMINUM BEAM TABLE 1.1 OR 1.8) K-BRACING _. SCREEN TYPICAL 1' x 2' (TYPICAL) ALUMINUM COLUMNS TYPICAL TABLE 1.3 OR 1.6) W 6Tj RISER WALL WHERE REQUIRED PURLINS (TYPICAL) DIAGONAL BRACING SEE SCHEMATIC PLAN) GIRT (TYPICAL) PERIMETER WALLS FRAMING SIZES TYPICAL DOME ROOF ISOMETRIC RABLE 1.3 AND 1A) CONNECTION DETAILS AND NOTES ARE FOUND IN THE SUBSEQUENT PAGES. Lawrence E. Bennett, P.E. o • O r INK & (WEER-ft-*ROPMWrCONSIATMrr P.O. WX 43M SOM PAYTONk R X121 TELUMONE ClI t)?V-4774 FAX PIX) MMU 8EAL PAGE C10PYRUOMT 2000 qq NOT TO W REPRODUM 94 WNOLE OR IN PART WITHONT THE WRITTEN PERMISSION OF LAWRENCE E. BENNEW. P.E.1 ti7 . SCREENED ENCLOSURES NOTE: MINIMUM POST SIZES REQUIRED FOR EACH BEAM SIZE (SEE TABLE 1.6) 2" x S" UPRIGHT OR LARGER 2" x 4" UPRIGHT 2" x 2" PURLINS ATTACH TO BEAMS WITH (3) #10 x 1-1/2" S.M.S. INTO SCREW BOSSES 2" x 2" MAY BE ROTATED TO ACCOMODATE SCREEN 1" x 2" SNAP SECTIONS ATTACH TO 2" x 2" W/ 10 x 1-1/2" S. M. S. @ 24" O.C. OR CONTINUOUS SNAP SECTIONS OR 2" x 3" (4) SPLINE GROOVE SECTION BEAM OVERLAP CONNECTION OR GUSSET 2" x 3" UPRIGHT MUST BE NOTCHED FOR 2" x 2" ROOF PURLINS FASTENER SIZE, NUMBER AND PATTERN (SEE TABLE 1.6) SECTION 1 + SUGGESTED SCREW PATTERNS FOR 2" x 4" OR LARGER UPRIGHT Lawrence E. Bennett, P.E. CIVIL ENGINEER . DEVELOPMENT CONSULTANT P.O. BOX 4365. SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-65M SEAL PAGE COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-11 m SCREENED ENCLOSURES 1/4" X ?" 1 OC- grRFWR tM 9d" O.C. C 12" O.0 2"x5"x 3EAM C( 1, SECTION 1 SELF -MATING BEAM ANGLE, INTERIOR OR SIZE VARIES) o EXTERIOR RECEIVING CHANNEL SEE SECTION 9) MAXIMUM DISTANCE TO HOST OPTIONAL 1" x 2" OR 2" x 2" STRUCTURE WALL 36" FOR SCREEN WITHOUT SITE SPECIFIC ENGINEERING SELF MATING BEAM CONNECTION TO SUPER GUTTER 2" x 2" ANGLE WITH (4) S.M.S. SEE SECTION 9 FOR SCREW 3/4" FERRULE WITH 3/8" x 8" SIZES) EACH SIDE TO BEAM TO SUPER GUTTER LAG SCREWS @ EACH BEAM SELF MATING BEAM (SIZE VARIES) TAIL CUT OFF BEAM RECEIVING gOANNSL 2-1/8" x 1" W/ (2 x 1/2" S.M.S H SID&(51 BEAM SUPER GUTTER @o y 5" SHOWN MATING BEAM AND G 1/4" x 2" LAG SCREWS aQ 24" O.C. OR #10 x 2" SCREWS 12" O.C. MAXIMUM DISTANCE FROM FASCIA TO HOST STRUCTURE WALL 36" WITHOUT SITE SPECTFC ENGINEERING Lawrence E. Bennett CML MCONSULTANT P.O. BOX 4368, SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767-4774 FAX (904) 787-65M SEAL COPYRIGHT 2000 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-1 7 SECTION 1 SCREENED ENCLOSURES 5) #10 S.M.S. (MIN.) O O O n F O 1/8" x 1-1/2" x 8" FLAT BAR 0.135" PLATE OUT ON 45 ANGLE EYE -BOLT OR TURNBUCKLE FOR _/ Oo CABLE TENSION STAINLESS STEEL (SEE TABLE) PERIMETER FRAMING MEMBER ER DETAIL 1 O a ° °v v \;C) a MIN. 3-1/2" SLAB 2500 P.S.I. CONCRETE 6 x 6 -10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE PI&L CABLE CONNECTIONS FOUNDATION]2gT,AIL 2 Lawrence E. enr ett; P:E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4369, SOUTH DAYTONA, FL 32121 TELEPHONE (9D4) 767-4774 FAX (9D4) 76745M SEAL PAGE CQ COPYRIGHT 2000 1-30 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREENED ENCLOSURES 1" x 2" EXTRUSION ANCHOR TO CONCRETE W/ 1/4" x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AND @ 24" O.C. MAX. SECTION 1 POST SIZE 2" x 4" MAX. SCREWS OR THRU-BOLTS SEE SECTION 9) MIN. 3-1/2" SLAB 2500 P.S.I. CONCRETE 6 x 6 -10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE POST TO PLATE TO CONCRETE DETAIL 1" x 2" EXTRUSION ANCHOR TO CONCRETE W/ 1/4" x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AND @ 24" O.C. MAX. OR THROUGH ANGLE AND @ 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 P.S.I. CONCRETE 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE POST SIZE (SEE TABLE) 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 ANGLES AS SHOWN ABOVE MAY BE USED TO CONNECT CHAIRRAILS AND PURLINS ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL 1" x 2" EXTRUSION ANCHORTO CONCRETE W/ 1/4" x 2-1/4" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AND @ 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 P.S.I. • • • •-'e CONCRETE 6 x 6 - 10 x 10 WELDED WIRE M R • FIBER MES E SIDE WALL POST TO PLATE TO CONCRET POST SIZE (SEE TABLE) 17:11t_ll1 Lawrence E. Bennett, P.E. CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA. FL 32121 TELEPHONE (904) 7674774 FAX (9W) 767-6556 COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. SEAL PAGE 1-35 SECTION 1 SECONDARY 2' x (d - 2 ') x 0.063" ANGLE EACH SIDE OF COLUMN WITH #10 S.M.S. SEE SECONDARY ANGLE SCHEDULE NEXT PAGE) SCREENED ENCLOSURES WN 1/4• x 1-3/4' TAPCON CONCRETE' ANCHOR (SEE SECONDARY • ANGLE SCHEDULE NEXT PAGE) 2' 1/2' 2' ILLUSTRATES TYPICAL (MIN.) (MIN.) x 4'9MB COLUMN CONNECTION SIDE VIEW 2" x 4" OR LARGER S.M. OR SNAP S SCREEN 2 3/4" TAPCON - CONCRETE ANCHOR SCREEN 10 x 314" S.M.S. EACH SIDE SEE SCHEDULE PAGE 1-37) 2' x 2' x 0.063' PRIMARY ANGLE EACH SIDE 1" x 2' O/B BASE PLATE TYPICAL) 1' MINIMUM EDGE DISTANCE FROM EXTERIOR OF COLUMN TO OUTSIDE EDGE OF SLAB OR FOOTING GRADE TO DECK D 2) #10 x 3/4' S.M.S. EACH SIDE PRIMARY 2' x 2' x 0.063" ANGLE 114' x 1-3/4' TAPCON CONCRETE ANCHOR THRU PRIMARY ANGLE 1' x 2" BASE PLATE TYPICAL) 1 1/4' (MIN.) CONCRETE ANCHOR EMBEDMENT 3000 P.S.I. CONCRETE MAX. SPACING 24" O.C. OTH SIDES FRONT VIEW 2" x 4" OR LARGER S.M. OR SNAP SECTION POST T DECK DETAIL Lawrence E. Bennett, P.E. CIVIL ENGINEER • DEVELOPMENT CONSULTANT P.O. BOX 4360. SOUTH DAYTONA` FL 32121 TELEPHONE (904) ISTAT74 FAX (004) 7674M SEAL PAGE COPYRIGHT 2000 1-38 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. fiL C SCREENED ENCLOSURES Table 1.1 Allowable Spans For Primary Screen Roof Members Aluminum Alloy 6063 T-6 For areas with wind loads 120 M.P.H. or less and Latitudes below 30" North Hollow Sections Tributary Load Width "W" Beam Spacing 3'-0" 4'-0"I 5'-0" I 6'-0" 1 7'-0" 1 8'-0" I Allowable Sp an "L" 2" x 2" x 0.036" 2" x 2" x 0.044" 10'-3" 11'-3" 8'-10" 9'-9" 7'-11" 8'-9" 7'-3" 7'-11' 6'-8" 7'-5" 6'-3" 6'-11" 5'-11' 6'-6" 2" x 2" x 0.055" 2" x 3" x 0.045" 2" x 4" x 0.050" I 12'-0" 14'-10" 20'-4" 10'-8" 12'-11" 17'-W' 9'-6" 11'-6" 15'-9" 8'-8" 10'-6" 14'-5" 1 8'-1" 9'-9" 13' 7'-6" 9'-1" 7'-1' 8'-7' Self -Mating Sections Tribute Load WFan Beam S acin 3'-0" 4'-0" 5'-0" 0" 8'-0" 9'-0" AlloL" 2" 22'-10" 19'-9" 17'-8" 1-11" 13'-11" 13'-2"" 28'-4" 24'-6" 21'-11"'-0" 17'-4" 16'4" 2" x 4" x 0.03e" x 0.100" x 5" x 0.050" x 0.120" 33'-3" 28'-10- 25'-9- 2'-9" 20'4"937'-4' 32-4" 28'-11"'-6" 27-11" 21'-72" x 8" x 0.072" x 0.224" 48'-6" 42'-0" 37'-7" 3'-9" 29'-9" 28'-0" 2" x 9" x 0072" x0.224" 53'-9" 46'-7" 41'-8" 2" 32'-11" 31'-1" 2" x 9" x 0.082" x 0.310" 58'-1' 50'-4" 44'-11" 0" 35'-7 33'-6" Snap Sections Tributary Load Width "W" Beam Spec n 3'-0" 4'-0" 1 5'-0" 1 6'-0" 1 7'-0" 1 6'-0" W-0" Allowable So an "L" 2" x 2" x 0.036" 13'-5" 11'-8" 10'-5" 7-6" 8'-10' 1 8'-3" 7'-9" 2" x 3" x 0.045" 17'-1' 14'-9" 13'-3" 12'-1" 11'-2" 10'-5- 9'-10" 2" x 4" x 0.045" 20'-10" 18'-1" 16'-2' 14'-9" 13'-8" 12'-9" 1271' 2" x 6" x 0.062" 135'-11" 31'-1" 27'-10" 25'-5" 23'-6" 21'-11" 20'-9" 2" x 7" x 0.062" 39'-11" 34'-7" 30'-11" 28'-3" 26'-2" 24'-6" 23'-1" Example: If beam spacing "W" = 4'-0". Maximum V for a 2" x 4" x 0.038" x 0.100- Self -Mating Beam Interpolation of tables is allowed. Above spans do not include length of knee brace. Add horizontal length of knee brace to above spans for total beam spans. Purlin spacing shall not exceed 7'- 0" . For beam spans greater than 40'-0" the beam at the center purlin and one pudin for each 14'-0" on each side of the center purlin shall include lateral bracing as shown in detail (48'-0") span with purlins at 7'- 0" o.c. center purlin and (2) puriins each side of center purlin need lateral bracing. Note: It is recommended that the engineer be consulted on any screen enclosure that spans more than 55'-0" and as a minimum the upright used for screen enclosures over 55'-0" shall be one self -mating section smaller than the beam section. Spans are based on 120 M.P.H. Wind load. Multiply spans/heights by 0.85 for 140 M.P.H. SECTION 1 Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4366, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 7674774 FAX (904) 767-6556 Q COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SEAL PAGE 1-43 SECTION 1 I SCREENED ENCLOSURES C Table 1.2 Allowable Spans For Secondary Screen Roof Members Aluminum Alloy 6063 T-0 For areas with wind loads 120 M.P.H. or less and Latitudes below 300 North Sections Fastened To Beams With Clips Hollow Sections Tributary Gad Width " = Pu 3'-0" 4'-0" 4'-0" W-0" 5'-6" 6'-0" 7'-0" Allowable Span "L" 9'-9" 9'-2" 8'-8" 8'-2" 7'-10" x 2" x 0.044" 10'-10" 10'-1" 9'-6" 9'-0" 8'-7" 8'-3" 7'-8" 2" x 11'-9" 10'-11" 10'-4" 9'-10" 9'-5" 8'-4" 2" x 3" x 0.045" 14'-3" 13'-0" 12'-7" 11'-11" 11'-4 10'-10" 10'-1" 2" x 4" x 0.050" 19'-6" 18'-3" 17'-2" 16'-0" 15' 6" 14'-11" Snap Sections Tributary Load Width 'W = Purlin S ac n 3'-0" 1 4'-0" 1 4'-0" 1 5'-0" 1 5'-6" 1 6'-0" 1 7'-0" Allowable Span "L" 2" x 2" x 0.036 12'-10" 12'-0" 1 11'" 1 10'-9" 1 2" x 3" x 0.045" 16'-0" 1 15'-3' 1 14'-5" 1 13'-8" 1 13'-0' 1 12'-6" 1 11'-7" 2" x 4" x 0.045" 19'-11" I 18'-8' I 17'-7' 1 16%5" 1 15'-11" 1 15'-3" 1 14'-1" Sections Fastened Through Beam Webs Into Screw Bosses Hollow Sections Tributapt Load= Purlin 3pacinp T-0" 1 4'-0" 1 4'-0" 1 5'-0" 1 5'-6" 1 5'-0" 1 7'-0" Allowable Span "L" 2" x 2" x 0.036" 11'-11" 11'-3" 10'-7" 10'-0' 9'-7" 9'-2" 8'-6" 2" x 2" x 0.044" 13'-3" 12'l' 11'-8" 11'-1" 10'-7" 10'-1" 9'-4" 2" x 2" x 0.055" 14'-5" 131-6" 12'-8" 12'-1' 011'' 10' -11" 10'-2" 2" x 3" x 0.050" 1T-5" 16'4' 15'4" 14'-7- 13'-11" 13'4" 12'4" 2" x 4" x 0.050" 23'-10- 22'4" 21'-1' 19'-11" 19'-0' 18'-3" Snap Sections Tributary Load Width "W = Purlin S acin 3'-0" 1 4'-0" 1 4'-5" 1 5'-0" 1 5'-6" 1 5'-0" 1 7'-0" Allowable Span "L" 2" x 2" x 0.036" 15'-9' 1 14'-9" 1 13'-11' 1 13'-2" 1 12'-7" 1 12'-0" 1 11'-2" Using screen panel width W select upright length "H". For span "L" of purlin; use purlin spacing. Spans are based on 120 M.P.H. Wind load. Multiply spans/heights by 0.85 for 140 M.P.H. Example: If purlin spacing = 5'-0"; Allowable "W' or span for purlin 2" x 4" x 0.050" Extrusion Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368. SOUTH DAYTONA, FL 32121 . TELEPHONE (904) 7674774 FAX (1104) 767.65% SEAL PAGE A © * COPYRIGHT 2000 1 "4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. FWA SCREENED ENCLOSURES I SECTION 1 C Table 1.3 Allowable Spans For Primary Screen Wall Members (Uprights) Post / Upright Height) Aluminum Alloy 6063 T-0 Hollow Sections Tributary Load Width = 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" 2" x 2" x 0.036" 7'-6" 6'-6" 5'-10" 5'4" 4'-11" 4'-7" 4'-4" 2" x 2" x 0.044" 8'-3" T-2" 6'-5" 5'-10" 5'-5" 5'-1" 4'-9" 2" x 2" x 0.055" 9'-0" T-10" 6'-11" 6'-5" 591" TW 5'-2" 2" x 3" x 0.045" 10'-11" 9'-5" 8'-5" T-9" T-2" 6'-8" 6'-4" 2" x 4" x 0.050" 14'-11" 12'-11" 11'-7' 10'-7" 9'-9" 9'-2" WE S Sections Tribu ary Load = U right S acin 3'-V 4'-0" 5'-0" 6'-0" 7'-0" 8'4" 9'4" All wable Hal H" 2" x 4" x 0.038" x 0.100" 16'-9" 14'-6" EV- 11'-10" 0'-11" 10'-3" 9'-8" 0" 20'-9' 17'-11" 13'-7" 12'-9" 11'-11" 2" x 6" x 0.050" x 0.120" 24'-5" 21'-2" 17'-3" 15'-11" 14'-11" 14'-1" 2" x 7" x 0.055" x 0.120" 27'-5" 23'-9" 19'-5" 17'-11" 16'-9" 15'-10" 2" x 8" x 0.072" x 0.224" 35'-7" 30'-10" 25'-2" 23'-0" 21'-10" 20'-7" 2" x 9" x 0.072" x 0.224" 39'-6" 34'-2" 27'-11" 25'-10" 24-2" 22-9" 2" x 9" x 0.082" x 0.306" 42'-7" 36'-11" 30'-2" 27'-11" 26'-1" 1 24'-7" Snap Sections Tributary Load Width = Upright S acin 3'-0" 4'-0" 1 5'-0" 1 5'-0" 1 7'-0" 1 8'-0" Allowable Height H" 2" x 2" x 0.036" 9'-10" 8'-7" 7'-8" 6'-11" 61-6" 6'-1" 5'-8" 2" x 3" x 0.045" 12'-6" 10'-10" 9'-8" 8'-10" 8'-2" 7'-8" 7'-3" 2" x 4" x 0.045" 15'4" 13'-3" 11'-10" 10'-10" 10'-0" 9'-5" • 8'-10" 2" x 6" x 0.062" 26'-4" 22'-10" 20'-5" 18'-8" 17'-3" 16'-2" 2" x 7" x 0.062" 27-4" 25'-5" 22'-8" 20'-9" 19'-2" 1T-11" 16'-11" Using screen panel Width "W" select upright length "H". Spans are based on 120 M.P.H. Wind load. Multiply spans/heights by 0.85 for 140 M.P.H. Above spans do not include length of knee brace. Add horizontal length of knee brace to above spans for total beam spans. Note: Site specific engineering required for pool enclosures over 20' in mean roof height. Example: Screen panel width "W" = 4'-W; Maximum "H" for a 2" x 4" x 0.038" x 0.100" Self Mating Beam Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 797.6556 I I I SEAL 1 (9) NOTT O BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I PAGE A C I SECTION 1 SCREENED ENCLOSURES SEAL PAGE 1-48 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 Deck Anchors i Notes Minimum Number of Screws Beam Stitching Screw at 24" D.C. 8 x'/:" 10 x'/." 12 x'/:" 2" x 3" 2" x 3" 2 No Splice 6 4 4 2" x 4" 2" x 3" 2 8 6 4 8 2" x 5" 2" x 3" 2 Full Lap 8 6 4 8 2" x 6" 2" x 3" 4 Full Lap 10 8 6 10 2'x 2" x 4" 4 Partial Lap 10 8 6 10 12 2" x 8" 2" x 5" 6 16 14 12 14 2" x 9" 2" x 6" 6 18 16 14 14 2" x 9'"" 2" X 7" 6 20 18 16 14 Screw Size Minimum Distance and Spacing of Screws Edge To Center Center To Center 8 5/16" 5/8" 10 3/8" 3/4" 12 1/2" 1' 14 or 114" 3/4" 1-1/2" 5/16" 7/8" 1-3/4" Refers to each side of the connection of the beam and upright. 0.082" wall thickness, 0.310" flange thickness Note: 1. Use full lap cut detail for 2" x 6" beam to 2" x 3' upright. 2. Connection of 2' x 6' to 2' x 3' not allowed for partial lap connections. 3. For beam to beam splice size and number of fasteners is per side per end of splice. 4. Spans are based on 120 M.P.H. wind load. Multiply spans/heights by 0.85 to obtain spans/heights for 140 M.P.H. 5. Deck anchors are based on Rawl® tapper load data for 2500 p.s.i. concrete and are considered to be typical for masonry and concrete anchors. Number of anchors is total (1/2 per side). 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 3'-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" Notch S.M.B. Over Beam And Upright 4 #10 x 1/2"- Each Side 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 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 4368. SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. OVA Legal Description Lot 148, BRYNHAVEN FIRST REPLAT, according to the Plat thereof, as recorded in Plat Book 39, Pages 25.0' 20-21, of the Public Records of Seminole County, ` Florida. Community Number: 120294 Panel: 0045 Suff": E FLILM. Date: 4/17/95 Flood Zone: X Field Work: 218101 Completed: 219101 J g a Or U N Certified To: U 13 Kerry R. Staley; Peggy A. Staley, All Florida Title Group, Inc.; Countrywide Home Loans, its successors JQ CIO W and/or assigns. O Property Address: o a 205 S. Bristol Circle "' m Sanford, Florida 32773 Survey Number: 0-73245 Notes: Q Accepted By: 25. a' WOOD FENCE CENTRAL ANGLEMELTA x - x - ' WIRE FENCE D.B. DEED BOOK F.N. NAIL D. DESCRIPTION OR DEED PROPERTY CORNER D.H. DRILL HOLE R. RECORD DAN DRIVEWAY M FIELD MEASURED ESMT EASEMENT C CALCULATED E.L. ELEVATION CL CLEAR F.F. FINISHED FLOOR ENCR ENCROACHMENT F.C.M. FOUND CONCRETE MONUMENT i CENTERLINE F.P.K FOUND PARKER-KALON NAIL MR-A&M CONCRETE L LENGTH R PROPERTYLINE L.A.E LIMITED ACCESS EASEMENT C.M. CONCRETE MONUMENT M.H. MANHOLE F.I.R. FOUND IRON ROO N.T.S NOT TO SCALE F.I.P. FOUND IRON PIPE O.R. OFFICIAL RECORDS R/W RIGHT OF WAY O.R.B. OFFICIAL RECORDS BOOK MAO NAIL d DISK P.C.P. PERMANENT CONTROL POINT D.E. DRAINAGE EASEMENT P.R.M. PERMANENT REFERENCE MONUMENT U.E. UTILITYEASEMENT PG. PAGE 0 F1 IC cnny O.H.L. OVERHEAD UTILITIES P.O.C. POINT OF COMMENCEMENT P.P. POWER POLE P.0.4 POINT ONLINE TX TRANSFORMER P.C. POINT OF CURVATURE CAN CABLE RISER P.R.C. POINT OF REVERSE CURVE W.M. WATER METER P.T. POINT OF TANGENCY TEL. TELEPHONE FACILITIES R. RADIUS (RADIAL) PLANS REVIEWED COVERED AREA R.O.E. ROOF OVERHANG EASEMENT B.R. BEARING REFERENCE S.I.R. SET IRON ROD 6 CAP' CITY OF SANFORD H RAD CHORD &'. SIDEWALK RADIAL T.B.M. TEMPORARY BENCH MARK N.R. NON RADIAL T.O.B. TOP OF BANK AC AIR CONDITIONER TYP. TYPICAL B.M. BENCHMARK W.C. WITNESS CORNER C.B. CATCH BASIN 10.50 EXISTING ELEVATION C. GENERAL CALCULATED E.O.W. EDGE OF WATER 6 NOTES LEGAL DESCRIPTION PROVIDED By OTHERS E LANDS SHOWN HEREON RE D FOR °RpOTHERRM !T # Zoolqlo' RECORDED ENCUMBRANCES NOT SHOWN ON THE PUT. NERGRROUN T3) PORTIONS OFAF0077NGSFODUNDAT ONS O OTHERS IMPROVEMENTS WERE NOT LOCATED. 4) WALL TIES ARE TO THE FACE OF THE WALL 14 /% 154 5) 6) ONLY VISIBLE ENCROACHMENTS LOCATED. NO IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS NOTED. 39 56'48'E 7) DIMENSIONS SHOWN ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN. 100. 10' M. 8) FENCE OWNERSHIP NOT DETERMINED. 39 57'02'E 100. 00' P. 9) ELEVA77ONS IF SHOWNARE BASED UPON N.G. V.D. 1929 UNLESS FD• k FD OTHERWISE NOTED. 1_ / P 1.2 0.0' 1 / P• 10) BEARINGS REFERENCED TO LINE NOTED AS B.R. 11) THIS IS A BOUNDARY SURVEY UNLESS OTHERWISE NOTED. 5 U. E. 12) NOT VALID UNLESS SEALED WITH THE SIGNING SURVEYORS EMBOSSED SEAL i m I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY IS A TRUEAND CORRECT 47. 5' I o REPRESENTATION OFA SURVEYPREPARED UNDER MY DIRECTION. L, I c-0 SIGNED TA OF ORIOA q OO O RALPH SWERDLOFF REGISTERED LAND SURVEYOR NO. 3411 - Z 2 LO uJ SIGNED STATF OF FLORIDA r1STORYSINGLE FAM/L Y 91 CARL MICHAEC SM REGIS 1 LvRESIDENCE + O 4. 3, 3 3 153 1 1205 C) 1 •;yR O in Q lt] ( SIGNED NOEAGUILAR REGISTER LLANO SURVEYOR N0. 557, SIGNED STATE OF FLORDA 33. 4' O CLYDE O. McNEAL REGISTERED LAND SURVEYOR NO.2=3 0. 2 F0. 1. N39 57'02"W 100.00' P. 589 59'46"W 100.00' M. 149 152 r SANI RO EIUILDINd • A — THESE P ` v VT. ACCEPTED PE REVIEWE NO CONDITIONALLY CON'THE SV RU To BE aP MIT ISSUED SHALL Se ORANON . CENSE TO pROCEEp WITH SOUTHINFSTrANCEL, ALT NOT S AUTHORITY CORNER PROVISIO! R OR SET ASID TO VIOLA itTE' OFLOT149ISSUAICrAPETECHNICALE , NORSMALLSHA E F0. 1EPT FR ERMIT PREVENT LL M THEREAFTERREVENTTHEEIUILOlNG1" /.PPIONOFERRORSONTHELQ,SIRING A CORREC- iR OTHERVIOL4TIONSOFTHECONSTRUCTIONCODES, SIGNEDTA OF ORIOA CECIUO E PAORON REGISTERED LAND SURVEYOR NO. 6121 THIS SURVEY IS INTENDED FOR MORTGAGE OR RERNANCE PURPOSES CNLY, EXCLUSIVELY FOR THIS USE BY THOSE TO WHOM R IS CERTIFIED. THIS SURVEY IS NOT TO BE USED FOR CONSTRUCTION PERMRTING. DESIGN OR ANY OTHER USE N7THOUT THE WRITTEN CONSENT OF RRST FINANCIAL SURVEYORS- INC First Financial Surveyors, AND AFFILIATED COM L.B. 6387 (FLORIDA) 365 AuM Avenue Oviedo. Florida 32765 407) 977- 7010 Fax (407) 977-7020 800) 787. 8266 Fax (800) 787.8260 8500 SW 92nd Street. Suite B-204 Miamj Florida 33156 305) 271. 3655 Fax (305) 271.8499 2000 N. Florida Mango Road. Suite 202 West Palm Beach, Ronda M409 1561) 640. 4800 Fax (561) 640-0576 628 Anchor Rode Drive Naples. Florida 34103 941) 263. 9782 Fax (941) 263.9781 1187 Vuitee Boulevard Nashville Tennessee 37217 615) 366. 8432 Fax (615) 366-8477 550 Post Oak Blvd., Suite 445 Houston. Texas 77027 713) 621. 6770 Fax (713) 621.6527 AN SCREEN I. -POOL DESIGN . CU REF. NO.:/ S ENCLOSURE COLOR: 9) rm 67 , 2 2. SIZE: , X DEPTHS: _J TO: X I S ROOF STYLE: ^'1 L 3. TILE: . G ! C I') COLOR: STEP TILE: Y 5 DOORS: ` E:N 4. DECKING TYPE: ( Y TI I. COLOR: a 6lo 12KICKPLATES: 5. POOL GALLONS: 6. PUMP SIZE: - GUTTERS: 7. FILTER TYPE: 141A 11 WOO d FILTER SIZE: SOLID ROOF: 8. HANDRAIL: - L'J 9. SWIMOUT -_ 1 10. GRAB RAILS: BELL FOOTERS: FT w 4 fIt. UNDERWATER LIGHT: SIZE: 3(13 / LENSKIT- d STEEL FOOTERS: Fr. ' 12. ELECTRICAL: Yt 13. SLIDE TYPE & COLOR. OTHER: 14. DIVING BOARD TYPE & COLOR: r 15. SKW,(ER: 16.'RETURN INLETS: / 17. MAIN DRAIN: 18. CHLORINATOR: .5024?. 19. TIW CLOCK: Ye FILTER L_OC: I 220. 21. TYPE INTERIOR( FINISH: 22. TEST23: BRUSH & POLE: G 5 24. UNDERWATER VAC: y L 7 25.'HOSE FOR VAQ 26. THERMOMETER: - 17. STARTUP: 7 G 28. AUTO POOI. CL: TYPE: A9-)/ 0-Q ,-_ 29. STUB OUT J ~ - - 30. FENCE REMOVAL: = 31. FENCE REINSTALLATION: 6 32.- TREE REMOVAL: `- 33. STUMP REMOVAL: ~ 34. SPRINKLER REMOVAL: 35. SPRINKLER REROUTING: Ova) 36. PLANT REMOVAL:37. RESODDING: f" 38. DIRT REMOVAL /' :5` 39.CLEAN-UP: YES 40. DECK-O--D(RAIN• - FT. C7r i41. SPA w _ 42. THERAPY JETS. 43. HEATER SIZE:_ - TYPE:f ACCESS APPROVAL: -0. 44. 45. OTHER. _...(A scy f S y ee 1 i1-(/ Office/ Fax•r,, 350 Crest St. reen-32if- 0067 94;OO1Sr Sandford. FL 32771 C I IDS cr• POOLPLAN SCALE: 1/ 8 = 1'-0" Lkon"d/ Insured CPC-057195 NAME -P( B \/ ADDRESS / T CITY STATMIP PHONE: HOME- 90-7 % ' U 15 7 OFFICE LEGAL DESCRIPTION OF PROPERTY SUBDIVISION LOT BLOCK PLATBOOK _ PAGE(S) CUSTOMER'S SIGNATURE' DESIGNED BY DATE