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HomeMy WebLinkAbout203 Magnolia Park TrlPermit # : 0 1� ~ � a Ds�' Job Address: Description of Work: Historic District: :CITY OF SANFORD PERMIT APPLICATION q r Date: F_ 1—V Zoning: Value of Work: S .VIOD, ®a Permit Type: Building _ Electrical Electrical: New Service — # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Mechanical Plumbing Fire Sprinkler/Alarm Pool Addition/Alteration Change of Service Temporary Pole _ _ Replacement New (Duct Layout & Energy Calc. Required) # 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 &t�Legal Description) Owners. Name & Address' �I1AIMOf —lWlk ]t��l�_ �j�1�>"vim �'� i • 1 • tl���J��1ilUl� Phone & Fax7 :? Contact Person: t -Aa n ONCSn1� Phone: f1' V 7 -300-.`_�!^1"43 � r - Bonding Company: tk r n �1EWM:tAl rnl]LIKMWVMW Mortgage Lender: Address: SEP u 2 2004 ArchitecUEngineer: - - Phone: Address: w Fax: _ �� r Application is hereby made to Obtain.a permPop db tht w"o k dd in Ilat�°n as indtated 4 certify that no work or installation has commenced prior to the issuance of a permit and that all -work will bf id t ee s' sgof II laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICALK [? I Rl: !(. LLS, 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 la a>; ri:oulatino construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN 1100H : - 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: addition to the requirem1hs of this permit, there this county, am may be additio a/permits required frog) Acceptance of`permit is verNrationtt at I will notify the ay a additional restrictions applicable to this property that may be found in the public records of t er governmental entities such as water management districts, state agencies, or fe.dera! agencies. of the property of the requireme s / rida Lien Law, FS 71 t t azure of Owner/Agent _.Dat ig Kir of ContracCor gennn Date ��N C_ Print Owner/Agent's Name 1 Pri Contrac Agent's Name Sig ture of Notary -State of Flonda Date Sig azure of Notary -State of Florida to Owner/Agent isPersonally Known to Me or _ Produced IDD.. --� APPLICATION APPROVED BY: Blde: 9_1')Zoning: (Initial c Date) Special Conditions: v00 Yvonne M Alday My Comirii sio^ OD094885 ONMy February 24, 2006 Con[ractor/Aeent is I Personally Known to Me or _ Produced (D Utillties: FD: (Initial & Date) (Initial & Date) (Initial & Date) 4eN Yvonne M Alday My Commission DOOM86 No' , ExNres fNrvary 21.2006 111897 LEMaTED POWER OF ATTORNEY Date: I hereby name and appoint of .___A -A 1 r(` (- A L l I ���' i �, to be my lawful attorney in fact to act for me and apply to cc _ ��(,� ��V for a 1CA permit for work to be performed at a location described as: Section Township Range Lot Block Subdivision-I\0PC&K 71 (Address of Job) (Owner of Property and Address) and to sign my name and do all things necessary to this appointiment_ (Type or Print Harm of (Sipanue of Acknowledged: Sworn to and subscribed before me this Day of A.D. Notary Public, State of Floridan- "l 6\�-6 License #) (Seal) TERRI L. BRENT Notary Public, State of Florida My comm. exp. Mar. 1, 2005 My Commission Expires: 6emm_ No. DD 005837 CERTIFICATE OF COMPLETION PROVIDER AMERICAN CONSTRUCTION SCHOOL, INC 2418 SHERIDAN STREET HOLLYWOOD FLORIDA 33020 (800) 451-4974 (954) 923-7597 CILB 0000872 BAID 1400 FBPE CEP00015 ECLB 000872 DADE COUNTY D003 COURSE DATA ETHICS FOR CONSTRUCTION CILB 0007920 (7 CREDITS) BAID AR. 14.1187 / 9876879 (8 CEU'S) DADE D003-024 (8 CREDITS) ECLB 0007245 (1-B, 1-S, 1-C, 4-T ) This Course Includes: 1 -hour Workers Compensation This Course Includes: 1 -hour Workplace Safety This Course Includes: 1 -hour Business Practices Orlando Saturday, August 21, 2004 Yvonne Alday 7900 Lake Ross Lane Sanford (321) 363-0507 CRC057992 007787 Florida STUDENT Florida (407) 322-2801 SIGNATURE PRESIDENT 32771 Ci`'.'2)5/2004 11:19 407-850-6871 SIGNATURE POOLS PAGE 05 (dARYi)" WMI CLERK OF C1 MIK LE C,"TY BK 05367 PIS 12101 CLERK' S 0 20041032 REWDED U1301M 1311311 EMRDINS FEES 10. A RECORDED BY S Or Kelley pljnn1t hlo Tex Parcel Number NOTICE, OF COMMENCEMENT Prepared by: Byron Maddox for Signature Pools, Inc. ::� r Fl rlsr 2318 Homewood .Drfve +:r r S� dY�� v�rlc irr Orlando Fl 32809 T� Ia UNDERS192NED hereby gives nWoe that improvement wifl be made to oartaln real property, ai�ao-rdanoe with Chapter 7'13. Florida fttutes, the fiottewntg information is provided in this Not! Cr�rorslencermernt 1, Co=rlptlan of Properly: Sa 4 F c�.a711�3=r@own 61"M property, and dreg arwre.a rravituabW( de*t"ription of Impmvernent: INGRfO OND (SWIMMING POOL IB SCREEN ENCLOSURE Name and address b. interest in property c. Natrm and. address of fm simple titleholder IN ofor than owner) �­- 0, :mr°.narne and addr"*) Signature PM A id8 COURT PN 098 id in of CERA FIED COPY MARY NNE MORSE OLERK Of CIRCUIT MUM q': ftinl ar d eddreseMWIN di. Phone number Fa .. to a. Amount of bond # .00 6. Lendor, Name and addreae , t v*f a. PN—.mee number t - _Fax number( jull T. pasha within the State df Florida defilanated by Owr*r upon whom notices or other docurnanft Tire+;.' be —.,.r -;ed as provided by Section 7143�73�1}�a�y.Florida �latvles: . Name erzd mcfdressr hsil� b. Phone number( Fax in umber r 0. in addilwa to Wrote% Owner designates of td receive a copy of the Lier ces Notice as pro-vid4d in Section 713.13(i)(d), Flotida 3tatutrts. a, �Phono numbernumber( 9. Explration date of Natioo of Cam nGament (the expiration date is i year from the date of recording 1 -�Iff( IV"t d is epac Signa lure or r _ Prink Name of Owner E -TATE OF FLORIDA C0 OF � �� .- _ _ - -._-. -- � rc • t�tir Af9rmd an4 subscribed before me this day of is perswn rUMArF hype of !D) as Ident0lcatloMYCi m Exp. IVIW4 No. CC 07724 ":';• X,_j P—Z— „i ekw.,.a. Pwwr Tu" .++ Sisme Names nt IMIAm RC2 3y% oll/a N a� 9 -3s 110 $s -ye a`' 10,0. 314 1 1 1 W* -GA -/ P - 5114- y0' f ? 2 — d, s 7S% 3/ 79 1 1 Ls I. 7 7TH, 4 nl1 ¢ 77 sir 77 77'w I a 7s�8 ? 7S% 75'1j-Ti 79 17-2- 7Y 7y �7y If - 77 7551r 7531g, � 74 7S� ?��Y 7 71'/ 1*0 ? Fl F3 F41 an 1 88 79 7Y 7y �7y If - i 1*0 ? Fl F3 F41 79 7Y 7y �7y If - MANS REVIEWED CITY OF SANFORD OFFUL, Ciopy 1 "(- s .E. llyh�wo 1 1' C,- r(�,r k �LD3 pl� No),'c, P.,,,k7,r. 1--o� Io? SCREENED ENCLOSURES SECTION 1 W PURLINS (TYP.) SCREEN (TYP.) CABLE CONNECTION (SEE DETAILS SECTION 1) H H ALTERNATE CABLE (SEE TABLE 1.3) 1"x 2" (TYP.) GRADE K -BRACING (OPTIONAL) CABLE CONNECTION GIRT (TYP.) (SEE DETAILS SECTION 1) TYPICAL DOME ROOF - ELEVATION 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 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. 1-3 r SECTION 1 2"x4"OR2"x6" SELF MATING BEAM 1" x 2" SNAP SECTIONS ATTACHED TO 2"x 2"W/ #10 x 1-1/2" S.M.S. @ 24" O.C. OR CONTINUOUS SNAP SECTIONS OR 2" x 3" (4) SPLINE GROOVE SECTION 1" x 2" OPEN BACK FASTENED TO POST W/ (2) #10 x 1-1/2" S.M.S. ATTACH 2"x 2" PURLINS TO SELF MATING BEAMS W/ (2) #10 x 1-1/2" S.M.S. INTO SCREW BOSSES SCREENED ENCLOSURES MINIMUM POST SIZES REQUIRED FOR EACH BEAM SIZE (SEE TABLE 1.6) -- - - - - -- - �� I i ---------- ®® I ALTERNATEFLAT ROOF I ER SIZE, NUMBER AND PATTERN (SEE TABLE 1.6 & 9.5A OR 9.5B) 2" x 3" HOLLOW OR SNAP SECTION SLOPING BEAM TO UPRIGHT CONNECTION DETAIL (PARTIAL LAP) 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 1-8 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 1 CTRAD SCREENED ENCLOSURES SUPER OR EXTRUDED GUTTER 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) I ALTERNATE 2" S.M.S. OR LAG SCREWS I TRANSOM (SEE SECTION 9) I UPRIGHT I SUPER OR EXTRUDED GUTTER R ANGLE OR RECEIVING CHANNEL (SEE SECTION 9 FOR DETAILS) SCREW PATTERNS MAY VARY (SEE TABLES OR NOTES FOR MAX. DISTANCE FROM FASCIA SIZE AND NUMBER OF TO HOST STRUCTURE WALL SCREWS) 24" WITHOUT SITE SPECIFIC BEAM CAP ENGINEERING SELF MATING BEAM CONNECTION TO SUPER OR EXTRUDED GUTTER SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER • DEVELOPMENT CONSULTANT P.O. BOX 214388, SOUTH DAYTONA. FL 32121 TELEPHONE(386)767-4774 FAX (386) 767-6558 PAGE © COPYRIGHT 2003 1-20 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 1 2 x 6 BEAM - SCREEN ROOF SCREENED ENCLOSURES SOFFIT SUPER OR EXTRUDED GUTTER MAX. DISTANCE TO HOST STRUCTURE 24" WITHOUT SITE SPECIFIC ENGINEERING SUPER OR EXTRUDED GUTTER RISER (OR TRANSOM) WALL C&P FASCIA - DETAIL 2 SCALE: 3" = V-0" Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214389, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 7674774 FAX (366) 767-6556 PAGE ,1 Q COPYRIGHT 2003 1-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 � Z W CL 45` t � >>>' ®® SCREW SIZE WO W (SEE TABLE 1.6) ®- cco POST (SEE TABLE 1.3) SCREEN LENGT OF KNEE CE (2) 2" SCREWS EXCEEDS TABLE 1.7 USE k (SEE SECTION 9 FOR SIZES) CONNECTION DETAILS ; 2" STRAP - LOCATE AND FASTEN PER STRAP LOCATION DETAIL PAGE 1-20 REQUIRED KNEE BRACE MINIMUM SIZE AND ' CONNECTION (SEE TABLE 1.7) ' KNEE BRACE ATTACHMENT 6" ABOVE TOP OF GUTTER (MAX.) 2" x 2" ANGLE WITH (4) S.M.S. (SEE SECTION 9 FOR SCREW SIZES) EACH SIDE TO BEAM TO SUPER OR EXTRUDED GUTTER FASCIA AND SUB -FASCIA SOFFIT SUPER OR EXTRUDED GUTTER MAX. DISTANCE TO HOST STRUCTURE 24" WITHOUT SITE SPECIFIC ENGINEERING SUPER OR EXTRUDED GUTTER RISER (OR TRANSOM) WALL C&P FASCIA - DETAIL 2 SCALE: 3" = V-0" Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214389, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 7674774 FAX (366) 767-6556 PAGE ,1 Q COPYRIGHT 2003 1-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. COMPOSITE 2" x 3" EAVE GIRT I®® ®® SCREW SIZE (SEE TABLE 1.6) ®- POST (SEE TABLE 1.3) SCREEN (MAY FACE IN OR OUT) IF KNEE BRACE LENGTH EXCEEDS TABLE 1.7 USE k CANTILEVERED BEAM CONNECTION DETAILS ; SOFFIT SUPER OR EXTRUDED GUTTER MAX. DISTANCE TO HOST STRUCTURE 24" WITHOUT SITE SPECIFIC ENGINEERING SUPER OR EXTRUDED GUTTER RISER (OR TRANSOM) WALL C&P FASCIA - DETAIL 2 SCALE: 3" = V-0" Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214389, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 7674774 FAX (366) 767-6556 PAGE ,1 Q COPYRIGHT 2003 1-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREENED ENCLOSURES I 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 DIAMETER I TOTAL ALLOWABLE WALL AREA' 1/8" 445 LFFRONT / PAIR OF CABLES *TOTAL WALL AR °- WALL + 50% OF ONE SIDE WALL EXAMPLE: FRONT WALL AREA C@i 100% (8'x 32') = 256 Sq. Ft. SIDE WALL AREA CLD 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 i SIDE WALL CABLE " [— 1/8" I ONE PER 445 Sq. Ft. OF WALL SIDE WALL CABLES ARE NOT REQUIRED FOR SIDE WALL SS THAN 233 Sq. Ft. c) To calculate the require -3 pa? oficabFe_sfor 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 CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767-4774 FAX (386) 7678558 PAGE COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 '37 SECTION 1 1 SCREENED ENCLOSURES '(5) #10 S.M.S.(MIN.) 1/8" x 1-1 /2" x 8" FLAT BAR d - 0.125" PLATE OUT ON 45' ANGLE EYE -BOLT OR TURNBUCKLE FOR CABLE TENSION STAINLESS STEEL (SEE TABLE) PERIMETER FRAMING MEMBER TYPICAL CABLE CONNECTIONS _ CORNER - DETAIL 1 SCALE: 3'= V-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 REQUIRED #10 x 3/4" S.M.S. EACH SIDE (TYP ) FOR CABLES ®®®® MIN. 1/4" EYE BOLT.'WELD EYE CLOSED 7P,) ALTERNATE TOP CORNER OF CABLE CONNECTION - DETAIL 1A SCALE: 3" = V-0" Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 211388, SOUTH DAYTONA, FL 32121 TELEPHONE (388) 787-4774 FAX (388) 767 -MM PAGE © COPYRIGHT 2003 1-38 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. - I SECTION 1 STAINLESS STEEL CABLE CABLE CLAMP (SEE TABLE) NOTE: SEE PAGE 1-38 FOR NUMBER OF CABLES REQUIRED SCREENED ENCLOSURES 2" x 2" x 0.125" ANGLE 2-1/4"x 1-1/2" CONCRETE ANCHORS (MIN.) DISTANCE FROM EDGE OF SLAB = 5(D) OF SCREW ALTERNATE CABLE CONNECTION AT SLAB DETAIL - DETAIL 2B SCALE: 3" = 1'-0' 5-1/2" (6' NOMINAL) c SLAB (MIN.) SELECT ANCHOR FROM TABLE 9-1A MIN. SHEAR 607# FOR 0 3/32' CABLE AND 445# FOR 1/8' CABLE, FOR 3/32' CABLE. 1/4"x 1-1/2" CONCRETE ANCHORS (MIN.) \\ \\ 5d (MIN.) u 5d (MIN.) 'f✓J I \ 2500 P.S.I. CONCRETE 6x6- 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE ALTERNATE CABLE CONNECTIONS 0— FOUNDATION - DETAIL 2C SCALE: 3' = 1'-0" Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOP114W 10NSULTAN7 P.O. BOX 214388, BOUTH,I*YO.Nk FL 32121 TELEPHONE (33*?IPW FAX (388) 78 ' PAGE ' Q COPYRI ; r r '. 1 -4O NOT TO BE " ED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREENED ENCLOSURES SCREEN 'd' VARIES � 1" x 2" 0. B. BASE PLATE (TYP.) 4" SHOW SECONDARY ® ®� 2" x (d - 2 ") x 0.063" ANGLE EACH SIDE OF COLUMN W/ #10 S.M.S. (SEE SCHEDULE NEXT PAGE) ° 4 CONCRETEANCHOR (SEE SCHEDULE NEXT PAGE) NOTE: DETAIL ILLUSTRATES TYPICAL 2" x 4" S.M.B. COLUMN 2" 5d CONNECTION (MIN.) (MIN.) SCREEN CONCRETE ANCHOR THRU ANGLE OR WITHIN 6" OF UPRIGHT IF INTERNAL SCREWS INTO SCREW BOSSES 4 < e A \ ° a o 4 e ° O NOTE: SELECT CONCRETE ANCHOR FROM TABLE 9.1 L 6" (MAX.) L6" (MAX,) 3000 P.S,I. CONCRETE SECTION 1 2" x 2"x 0.063" PRIMARY ANGLE EACH SIDE #10 x 3/4" S.M.S. EACH SIDE (SEE SCHEDULE NEXT PAGE) 5d' MINIMUM EDGE DISTANCE FROM EXTERI OLUMN TO - GE 0 BOLT 0 •5d DISTANCE 1/4' 1-1/4' GRADE 1-1/4" MIN. CONCRETE ANCHOR EMBEDMENT TYPICAL S.M. OR SNAP SECTION COLUMN (2) #10 x 3/4" S.M.S. EACH SIDE PRIMARY 2" x 2"x 0.063'ANGLE 1" x 2" BASE PLATE (TYP.) 1-1/4" MIN, CONCRETE ANCHOR EMBEDMENT MAX. SPACING 24" O.C. FOR BOTH SIDES FRONT VIEW 211 x 4" OR LARGER SELF MATING OR SNAP SECTION POST TO DECK DETAILS SCALE: 3" = V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER • DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTON& FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6558 ® COPYRIGHT 2003 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. , . 1-47 SECTION 1 1 SCREENED ENCLOSURES Table 1.1 Allowable Spans For Primary Screen Roof Frame Members Aluminum Alloy 6063 T-8 For Areas with Wind Loads up to 150 M.P.H. and Latitudes Below 30'-00'-00" North (Jacksonville, FL) Hollow Sections 3'-0" Tributary Load Width 'W' = Beam Spacing 1 9'-0" 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 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 T-1' b 6'-7' b 6'-3' b 2" x 3" x 0.045" 13'-4" b 11'-7' b 107 b 9'-5" b 8'-9' b 8'-2' 1 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 '1M o Be Spacing 1 4'-0" 5'-0" 6'-0" 7'-0" 8'-0" Allowable Span'L' / bending 'b' or deflection'd' 1 9'-0" 2" x 2" x 0.044" 2" x 4" x 0.044 x 0.100" 19'-11' b 17'-4" b 15'-6" b 14'-2" b 13'-1" b 12'-3' b 11'-0" b w w 24'-9' b 21'-5" b 19'-2" b 17'-6' b b 15'-2" b 14'-3" b 2". x 6" x 0.050" x 0.120" 28'-7" b 24'-9" b 22'-2" b 20'-3" b 18'-9" b 'IT -13" b 16-6" b x. 32'-3' b 27'-11' b 24'-11" b 22'-9" b b 19'-9" b 18'-7" b 2" x 7" x 0.055" w/ Insert 42'-10' b 37'-1" 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 32'-3" b 29'-5" b .,,27'-3- b 25'-6' b 24'-0' b 2" x 9" x 0.072" x 0.224" 45'-1" b 39'-1" b 34'-11" b 31'-11" b 29'-6" b. 27'-8` b 26'-1' 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" b 28'-7':Ib 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" b 34' 4' b Snap Sections 3'-0" Tributary Load Width 'W' = Beam Spacing 1 4'-0" 1 5'-0" 1 6'-0" 7'-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 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 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 Laximum upright height of 20'. Structures larger than these limits she ineering. Spans are based on a minimum of 10# / Sq. Ft. for up t P.H. wind load. s n er o earn an connectlon to fascia or wall connectlon. 5. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to thea s ans for total beam spans. n spacing shall not ex ns greater than 40'-0" the beam a e cen er pu In and one purlin for each 14'-0" on each side of the center pudin shall include lateral bracing as shown in detail (48'-0') span with purlins at 6'- 8" o.c. center pudin and (2) purlins 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 I PAGE1-54 I O NOT TO 0 BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREENED ENCLOSURES I SECTION 1 Table 1.2 Allowable Spans For SecondaryScreen'Roof Frame Members Aluminum Alloy 6063 T4 For Arose with Wind Loads up to 150 M.P.H. and Latitudes Below 30'-30'-00" North (Jacksonville, FL) A. Sections Fastened To Beams With Cilos Hollow Sactlons 3'-6' Tributary Load Width W ■ Purtin Spacing 4'-0" 7 4'-8" 1 5'-0" 5'-6" 8'-0" Allowable Span 'L' / banding'b' or deflectlon'd' Allowable Span 'L' I bending 'b' or deflection 'd' 2" x 2" x 0.044" 7'-8' d 7'4' d T-0- d 8'-9' d 60-8' b 6'-3' b 5'-11' b 2" x 2" x 0.055" 8'-1' d 7'-9" d T-5' d 7'•2' d 6'-11- d 6'-9' d 6'4' b 3" x 2" x 0.045" 8'-8' d 8'-3' d 7'•11- d 7'-8' d 7-5' d T-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 0.05Q: 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 Tributary Load Width W ■ Purlln Spacing Allowable Span 'L' I bending 'b' or deflection 'd' 3'4" 1 4'-0" 4'-8" 1 5'-0" 5' 6" 6'-0' V-6- 4'-0" 4'-0" 5'-0' 1 5'-0" 6'-0" 6'$" Allowable Span 'L' I bending 'b' or deflection.'d' Allowable Span V/ bending 'b' or deflectiIZZP— on 'd' 2" x 2" x 0.044 8'-5- d 8'-1' d 1 7-9' d 7'-8' d I 7'-3' d 7'-0' d 1 8'-9' d 2" x 3" x 0.045" 11'-7' d 1 11'-1" d 10'-8' d 10'-4' dj 9'•11' b 9'-6' b 1 9-0' b 2-x 4" x 0.045" 14'-8' d 14'-0' d I 13'-8' d 12'-9'_.b 1 12'•2' b 1 11'-8' b I 11'-1' b B. Sections Fastened Throu h Beam Webs Into Screw Bosses Hollow Sections Tributary Load Width W ■ Purlin Spacing Tributary Load Width W ■ Purlin Spacing Allowable Span 'L' I bending 'b' or deflection 'd' 2" x 2" x 0.044" .l_— V-6- 4'-0" 4'-0" 5'-0' 1 5'-0" 6'-0" 6'$" Allowable Span V/ bending 'b' or deflectiIZZP— on 'd' 2:,&2" x 0.044" 9'-2' b 8'-7" b 8'-1" b 7'-8' b 7'-4" b 1 8'-11' b 8'-7' b 2" x 2 9'-11' b 9'-4' b 8'-10' b 8'4' b T-11' b T-7' b -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" 1 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 4'4' 1 5'-0" 5'-0" 1 6'-0' Allowable Span 'L' I bending 'b' or deflection 'd' 2" x 2" x 0.044" .l_— 10'-11' ;1 10'-2' bl 9'-7' b I 9'-1' b 1 8'-8' b 1 8'-4' b I T-11' b fl V W i; 1. Thicknesses shown are "nominal' Industry standard tolerances. No wall thickness shall be less than 0.040'. 2. Spans are based on &•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 well 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 pudin for each 14'-0' on each side of the center pudln shall Include lateral bracing as shown In detail (48'-0') span with purtlns at 6'- 8' o.c. center pudin and (2) purlins each side of center purtin 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. CML ENaWEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTON& FL 32121 TELEPHONE (388) 787.4774 FAX (386) 787-66M I COPMPAGE NOT TO E REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. I 1-55. SECTION 1 1 SCREENED ENCLOSURES C Table 1.3 Allowable Post If 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. ft.* Hollow Sections 3'-0" Tributary Load Width 'W' u Upright Spacing pacing 8'-0" flection'd' T -O" 4'-0" 1 5'-0" 1 6'-0" 7'-0" 8'-0" 1 91 -0 - Allowable Height'H' / bending 'b' or deflection 'd' 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" 15'-7" 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 T-7" b T-2" b Self Mating Sections 3'-0" Tributary Load Width 'W' U 4'-0" 1 5'-0" 6' W' 7 - - 0 "JI Allowable Helght'H' I bendin r pacing 8'-0" flection'd' 1 91 -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 101-4" In 9'-9' b 15'-7" 20'-11" b 18'-1" b 16'-2" b 14'-9" b " b 12'-10" b 12'-1" b 2 "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" 27'-3" b 23'-7' b 21'-1' 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'-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 1 23'-0" b 1 21'-0" 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" 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 3'-0" Tributary Load Width '1M= 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' 1 9'.0 - 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 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 2" x 6" x 0.062" 26'-5" b 22'-10" b 20'-5" b 18'-8" b 17'-3" b 16'-2" b 2" x 7" x 0.062" 29'-5" b 25'-5' b 1 22'-9" b 20'-9" b 19'-3" b 17'-11" b - ror ajiowaoie heights at wino 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'_ 3. Above heights do not Include length of knee brace. Add horizontal distance from upright to center of brace to beam nnection to the above spa s for total beam spans. 4. Site specific engineering require o o enc over In mean r e g 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 DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 PAGE © COPYRIGHT 2003 1 "56 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREENED ENCLOSURES I SECTION 1 Table 1.4 Allowable Post / Girt / Chair Rall Spans, Header Spans & Upright Heights For Secondary Screen Wail 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 3'•6' Tributary Load Width W 1 4'-0" 4'-0" 1 5'-0" 51-6" 1 6'-0" Allow bleHeigh 'H'/ bending 'b' or deflection 'd' 6--8- '-8"Allowable 2" x 2" x 0.044" 6'-10' d 6'-6" b 6.1 b 5'-9" b 5'-6' 3 b 5'-0' b 2" x 2" x 0.055" '•3" d 6'-1 V d 67'b 6'-4' b T-0' b -9 5'-6' b 3" x 2" x 0.045" 7'-9" d 7'•5 d '•1 d 6'-10" d '•7' b 6'-4" b 5'-11' b 2" x 3" x 0.045" 2" x 4" x 0.050" 9'-4' 10'-3" b 8'-9' b '-7 b 8'-3" b b 0 7'•10' b 7" b 7'-5" b 7'-2' b b 771 6=9' b 5' b I Snap Sections I . Allowable Heights 'H' / bending 'b' or deflection 'd' B. Sections As Horizontals Fastened To Posts Through Side Into Screw Bosses Hollow Sections 3'-8' Tribute 1 4'-0" 476.5'-0' Allowable Heigh ' Width W S -0" 1 6'=0" ndlng 'b' or deflection 'd' b '-3" b 6-10 b 8• '•11" b 5'-7' b '-5 b '•11 b b b 3" x 2" x 0.045" 9'-3" b 8'-8" b 8'-2" b 7'-9' b 7'-5" b 77v -b 6'-8' b 10'-5' b 9'-9' b 9'-2' b 8'-9' b 8'-4" b 7'-11' b 7'-7' b 2' x 4" x 0.050" 11'-6" b 10'-9" b 10'-1" 9'-7' 9'-2' b 8'•9' b 8'-d" 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' b 1 T-8 b 1 T-4- b 1 7--0- b 1 6'-8" b For anowaole heights at wino 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 214388, SOUTH DAYTONA. FL 32121 TELEPHONE (388) 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. .57 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 Deck & Knee Brace Size" Anchors Notes Minimum Number of Screws' #8 x'A" #10 x'A" #12 x'A" Beam Stitching Screw @ 24" O.C. 2" x 3" 2" x 3" 2" x 2" x 0.044" 2 Full Lap 6 4 4 - 2" x 4" 2" x 3" 2" x 2" x 0.044" 2 Full Lap 8 6 4 #8 2" x 4" 2" x 4" 2" x 2" x 0.044" 2 Full Lap 8 6 4 #10 2" x 5" 2" x 3" 2" x 2" x 0.044" 2 1 Full Lap 8 1 6 4 #8 x a10 8 2" x 6" 2" x 4" 2" x 2" x 0.044" 4 Partial Lap 10 8 6 #10 2" x 8" 2" x 5" 2" x 3" x 0.044" 6 al Partial Lap 16 14 12 #14 2" x 9" 2" x 6" 2" x 3" x 0.045" 1 6 Partial Lap 1 18 16 1 14 #14 2" x 9"" 2" x 7" 2" x 4" x 0.050" 8 Partial Lap 20 18 16 1 #14 2" x 10" 2" x 8" 2" x 4" x 0.050" 10 Partial Lap 20 1 18 16 1 #14 Screw Size Minimum Distance and S ac ng of Screws Edge To Center Center To Center Gusset Plate Thickness Beam Size Thickness #8 5/16" 5/8" 2" x 7" x 0.055" x 0.120" 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" 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 1/4' = 0.25' 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 Anchorin System xZ-x-U.044 To 3'-0" 2" x 3" x 0.045" 2" H -Channel With (3)#10 x 1/2" EACH SIDE 0.12" 2" H -Chan ws (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 PAGE © COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 '59 a, 4�7 ti5E7—bti l l TUNA I URE NUULS S-2, PAGE PAGE 04 PAGE 01 PLOT PLAN :I DESCRIPTION: (AS FURNISHED) LOT tae, MAGNOLIA PARK AS RECORDED IN PLAT BOOK $3, PAGES 54-59 OF THE PUBLIC RECORDS, QF SEMINOLE COUNTY, FLORIDA LOT 108 CONTAINS i691/g SOUARE FEET t TM19 STRUCTURE N AINB 2767 SQUARE PEST t 1 TOTAL CONCRCTE 14 SC), FT, iTOTAL Soo 3601 T. t I � 1 la, i LOT 109 I s 30 FOR: -�.p TON i�,�LL�IlvG SETBACKS rr� J A.•I• , ry Q AK. 20' CORNEIR, � 5� -LEVAT!0NS SHOWN ARE FOR LOT GRADING 'Lt—NIS PROVIDED BY THE CLIENT, "$END:O FOR PERMITTING PURPOSES \r NTCNOED FOR THE CONSTRUCTION OF Sc: `o SE, REFtR TO HOUS4 PLAN AND OPTION ;CVTFUCTQN, -_ "`:v0 5£TBACK UNtS %HOMY! HCREON ARE PER '.N" SH=D 9v CLIENT AND IS FOR WFWMATIONAL 7NLY. THIS fS NOT A SURVEY ?,',% XG.V!N C THE F cft,M: COMMUNITY PANEL C. DATED 4/17/90, AND FOUND -' �'CT paCPERTY APPEARS TO UE IN ZONE A, - . .• '00 YEAR FLOOO PLAIN. ".v 'a SOWN HEREON ARE WASED ON i T!fWl STERI.Y LINE 01 LOT 108 AS PER PLAT: nS°CC «.�.�. . .___ ,.. -f------•--«+.... PLOT PLAN R/s/Da X" ,,,,na .,%—, nlysoa 1a1:10A1 M Or I �T�rITTtt OF PI IONT Of MA,w �q-GEND —. ••'•. ---�••••.. ••• IILIg1MN0 9E104p( Alll( MLM YINN+UN LO( VIDTN -' �""""�' '•- ••� C(NT(RLWr POi PO, ►DINT ON 9011NO&Rr POINT 01+ --- 004T M WAT Y LMit Y, ,YnX'x PROIosto rLr4A%w �► rRo►osco DPA»{Aq[ now p /OMNI 0W11 CORA( u0 CVRVAruPE aA R cwc+tcfr 9 oxi ELTA AW Nr U! LAMO 5URVQMNO 0V7RKD L C.O. 0"OTEf ARC LINOTM Lf LAND 9URVi1OR mwrtl CNORC uARMO PRY rr�► PCRuAN�►1T RCfCgRNCt up+y�I,ggi PERU ro P, DOOMS PONT or "VATVRt DE►+oKa POwT Of INTERSECnok 4.) T CCiNTRQL t P(R DL,tT "C M0199 POINT Or Rrvnt CLIRVA"C lN! 1yp RE IV POINT OF Y04NCT fCAICT I'm CALCULA7=0 4/C ilm eAO�N1omoutR Y �WA 14 K K RIP MINiLOCX WhLI PAO R CCS I�APi1yyU��O CONCRri{ taAi Iof ►IO Orf �[N�t �Rw"Mi°(J/= 30 FT. NATURAL QRAD( 10UAK Pur pR• %c rA0/Gt l RpUR���p�p7 SOON 1. W SURVEYOR HAS NOT ABSTRACTtO THE LAND SHOWN HEREON raR EASEMENTS, RiGNT (V WAY, RESTRICTIONS OF RECOOC) WHICH 10Y AFf'ECT THE TITLE DR VSE OF THE LAND 2. 'NO UNOERGItOUND IMPROVEMENTS HAVE bCEN LOCATED EXCEPT At SHOWN. 3: WOT VALID YATNOUT THL S)GNATVRE Ano THE MOLNAL if RAISED SERI OF A FLORIDA LICENSED SURVEYOR