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HomeMy WebLinkAbout325 Porchester Dr (2)Permit # Job Address: �nfilt De_ ­&<DY Description of Work: CITY OF SANFORD PERMIT APPLICATION Date_1 Ab -C» os -n n,r—re FEB 1 Historic District: Zoning: Value of Work T(Q n , Q V 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 Wg@PClosets Plumbing Repair — Residential or Commercial Occupancy Type: Residential 1#01 Commercial Industrial Total Square Footage: Construction Type; # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: `►+' 1 ' `�� I-t�l"Y' _ p1 p (Attach Proof of Ownership &Legal Description) Owners Name & Address: T—ni l ^.G Y f/1(YI OC �Y1f^ ' I I'7 i'27- i'_,. _ _ _ .ice s -a t_ ...J a-- _ Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Contact Person: State License Number: Phone: Fax: O a • ,d 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 ofa permit and that all work will be performed to meet standards of alt 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 requited 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 Florida Lien FS 713. r' e2 Signa1-,,2 Jv dtD Signature of Contractor/ - t Date 'e / I l-P�r� riot Owner/Agent' P % ' ntrac r/A ent's Name Signa re of Notary -State of Florida Date Signature of Notary -State of Florida Date °�yaY P` Susan L Matre-Harrison r My Commission DD218024 a�►"' "�� Susan L Matre-Harrison a ° My Commission DD218024 Owner/Agent is Personally (9iA o 44iijes July 12, 2007 Contractor/Agent is Personally Known to & ° Produced ID /8 r�o° Expires July 12, 2007 —Produced ID APPLICATION APPROVED BY: Bldg:�(InitialD!_ Zoni Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: Limited Power of Attorney Date: I a `3--0-7 I hereby name and appoinde.rf �I OLxn (t 11 abeo p of Dulando Screen & Awning, Inc. to be my lawful attorney in fact to act for me and apply to Ct iA, ©f for a �en (dam f!e Permit for work to be performed at a location described as: Parcel ID#:':� L{- 67- C��?(" If;L�-- 6;t7D Section: Lot • R: Township: Block: Range: Subdivision: KotU.11 1 0 Address of Job:.2,);;!5 -t)r)1-CIUZ �- Df . nrcAc FL 3X3%, Owner of Property and address^ c, In /'" v O 6 K I . r ---C -2�- % 1-1 And to sign my name and do all things necessary to this appointment. Printed name of Contractor: INJ 11r'ce I� Contractor License r Signature of Contractor: _ [ State of Florida County of (' 6,1140— The ,1140. The foregoing instrumentyas acknowledged this ��% day o /tel , 2 OO , by e ��, (//Iy 644lwho personally appeared before me d acknowledged thh she signed the instrument voluntarily for the purpose expressed in it. Signature of N( S�s�r✓Z. Known or Produced Identification Public, State of Florida Print or Type Name of Notary Public (Type of identification) M,,%Y N. Susan L. Matre-Harrison My Commission DD218024 Expires July 12,7 ?h l Seminole County Property Appraiser (jet Intormatlon by Parcel Number Page I of l http://www.scpafl.org/web/re_web. semi nole_county_title?parcel =34193051900000270&cpad=Porchester... 1/15/2007 .'DAVID-jOHNSOM C7",%. ASA PROPERTY APPRAISER SCMINC>LE COU NTY rL. 5 y^' Itis 1101 -. riRST S7 4SANFORD FL3277S '�7 r�5-75C5 L Pam 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 34-19-30-519-0000-0270 Number of Buildings: 0 Owner: TOUSA HOMES INC Depreciated Bldg Value: $0 Mailing Address: 11315 CORPORATE BLVD #250 Depreciated EXFT Value: $0 City,State,ZipCode: ORLANDO FL 32817 Land Value (Market): $62,000 Property Address: 325 PORCHESTER DR SANFORD 32771 Land Value Ag: $0 Subdivision Name: KAYS LANDING PHASE 1 $62,000 Tax District: S1-SANFORD Assessed Value (SOH): $62,000 Exemptions: Exempt Value: $0 Dor: 00 -VACANT RESIDENTIAL Taxable Value: $62,000 SALES 2006 VALUE SUMMARY Deed Date Book Page Amount Vacllmp Qualified $1,220 SPECIAL 09/2005 :; ; w i =1.z $783,700 Vacant No 2006 Taxable Value: $62,000 WARRANTY DEED DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Depth Frontage Land Unit Land Method p Units Price Value PLATS: Pick... LOT 0 0 1.000 62,000.00 $62,000 LOT 27 KAYS LANDING PHASE 1 PB 67 PGS 41 -43 -t NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *" If you recently purchased a homesteaded property your next ear's property tax will be based on Just7Market value, Page I of l http://www.scpafl.org/web/re_web. semi nole_county_title?parcel =34193051900000270&cpad=Porchester... 1/15/2007 repared By f * CA\P,`\0_ C✓Y� EI c. 1429 Cc;;;; ;., I,a-ovvl �,4. DUTANDO SCREEN&AWNING aGGqIbqRj-,-F49FiEJ8 924G7-- 8W SUNSHINE LANE RotAI TAMONTE SPRINGS, FL 32714 rrU 70 (407) 862-6060 NOTICE OF COMMENCEMENT State: Florida County: Sanford THE UNDERSIGNED hearby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statues, the following information is provided in this Notice of Commencement. 2 I IN 1111111111111111111111 IF II of if 111 11 Ili 111111 In 11111! MAR`I'ANNE MORSE, CLERK OF CIRCUIT CLAJRT SEM INOLE COUNTY 8tt 08588 Pg 18251 Q P9 ) CLERK'S #) 2020702 606 RECORDED 02/13/8007 11:55:34 AN RECORDING FEES 10. RECORDED BY T Kloke Description of �roperty: (/e al description of property, and street address if vailable) Lo� a�Ns �-CUnc�',ficA ®has 1 QI U`l nRs q(- v eneral Description of Improvements: Install screen enclosure Owner Information: A. Name and Address C ,e i 5 Coror a o dd B. Interest in Property C. Name and address of fee simple titleholder (if other than owner) SAME 4 Contractor: 5 Surely: A. L 7 0 (name and address) Dulando Screen & Awning 835 Sunshine Lane Altamonte Springs, Florida 32714 Name and Address: N/A B. Amount of Bond.- Lender: ond:Lender: (name and address) NIA relsuns wanin the Mate of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statues (name and address) N/A In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713(1)(b), Florida Statues (name and address) ABOVE NAMES CONTRACTOR Expiration date of Notice of Commencement (the expiration date is 1 year for the date of recording unless different date specified) Signature of Owner Driver's License Number Owner's Namef1 Owner's Address {t t i IX -7 OFRTlFIEQ COPY All information must be printed legibly to comply with recording requiremenPsRYANNF MORSE CLERK OF CIRCUIT COURT . STATE OF FLORIDA % SEMINOLE COUNTY, FLORIDA COUNTY OF BY The foregoing Instrument was acknowledged before me this 4DE�CLERX� 5 � V'1 by � E l L t I'[U who is pers*id e or whq—h, as produced as identification and wd not) tak n oatO 1 3 2007 u, (Signature of person taking acknowledgement) 9 ) (Name of officer taking acknowledgement- typed or stamped (Title or RanK) RONALD C. HOMAN NOTARY PUBLIC - STATE OF FLORIDA COMMISSION # DD228953 EXPIRES 9/6/2007 BONDED THRU 1.8MNOTARY1 Structural plan review is limited to a general survey for code compliance. No eview is implied nor was taken to erify structural adequacy 37161/ VA - 57 71. N ...... .... . .......... ... ....... .... .. Code violations found during inspection are required to be corrected. Plan/permit issuance does not grant approval of a code violation. 2004 BC109.1 Required emergency escape and rescue openings are not allowed to open into this screen room unless a screen door leading away from the residence is Provided. FRC R310.1 ivy January 01, 2007 LAWRENCE E. BENNETT, P.E. P.O. BOX 214368 SOUTH DAYTONA, FL 32121 386-767-4774 TO ALL BUILDING DEPARTMENTS Re: Master File Engineering "ALUMINUM STRUCTURES DESIGN MANUAL" 2004 edition & 2006 edition Dear Building Official/Plans Examiner, This is to certify that the following contractor/company is hereby authorized to use my ALUMINUM STRUCTURES DESIGN MANUAL" during the year 2007. When we publish and distribute the 2006 ed of the "ALUMINUM STRUCTURES DESIGN MANUAL", they will be authorized to use that manual for the remainder of 2007. Our authorization is based on a January to January basis requardless of the edition of the manual. This authorization also applies to contractor master file drawings, " ONE PERMIT ONLY" drawings or any "site specific" drawings that I may furnish the contractor. Bernie Duncan SCC131149580 Dulando Screen & Awning 835 Sunshine Lri Altamonte Spring FL 32714 i They are hereby added to my.2007 MASTERFILE LIST Should you have any estions please contact me at your convenience. f f Sincerely, W PURLINS (TYP.) SCREEN (TYP.) CABLE CONNECTION (SEE DETAILS SECTION 1) 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 STRUCTURERISER WALL WHERE ALUMINUM BEAM W REQUIRED (TABLE 1.1 OR 1.8) PURLINS (TYP.) L AOL SIZE MEMBERS PER APPROPRIATE TABLES DIAGONAL ROOF BRACING (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. PLANS REVIEWED OF SANFORDawrence La E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (386) 767.6556 PAGE © COPYRIGHT2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, RE. 1-3 SECTION 1 SCREENED ENCLOSURES Table 1.1 Allowable Spans for Primary 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. FLl Hollow Sections 3'-0" Tributary Load Width "W'= Beam Spacing 4'-0" 1 T-0" 6'-0" 7'-0" 1 8'-0" AllowableSpan 'L' / bending 'b' or deflection 'd' 9--o-- '-0"Allowable 3'4" 4'-0" 5'-0" 1 6'4" 1 7'4" 1 8'-0" 2" x 2" x 0.044" T-10" b 8'-7" b 7'-8" b 6-11" b 1 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 197-b 9'-5" b 8'-9" b 8'-2" b T-8" b 2" x 4" x 0.050" 14'-8" b 12'-8" b 11' 4" b 10' 4" b 9'-7" b 8'-11" b 8'-5" b Self Mating Sections 3'-0" Tributary Load Width 'W'= Beam Spacing 4'-0" 1 T-0" 6'-0" 7'-0" 1 8'7" Allowable Span V/ bending'b' or deflection 'd' 9--o- 3'4" 4'-0" 5'-0" 1 6'4" 1 7'4" 1 8'-0" 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'-6" b 2" x 5" x 0.050" x 0.100" 24'-9" b 21'-5" b 19'-2" b 1 T-6" b 16-2" 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 2" x 7" x 0.055" x 0.120" 32'-3" b 27'-11" b 24'-11" b 22'-9" b 21'-1" b 19'-9" b 18'-7" b 2" x 7" x 0.055" 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 1 42'-11" b 1 38'-4" b 35'-0" b 32'-5" b 30'-4" b 28'-7" b 2" x 10" x 0.092" x 0.369" 59'-6" b 51'-7" b 46-1" b 42'-1" b 38'-11" b 36'-5" b 34'-4" b Snap Sections Tributary Load Width IN' = Beam Spacing 3'4" 4'-0" 5'-0" 1 6'4" 1 7'4" 1 8'-0" Allowable Span V/ bending 'b' or deflection 'd' 2" x 2" x 0.044" 11'-9" b 10'-2" b T-1" b 8'-4" b 1 T-8" b 7'-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 18'4" 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 Note: 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. Span is measured from center of beam and upright connection to fascia or wall connection. 5. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 6. Pudin spacing shall not exceed 6'- 8" . For beam spans greater than 40'-0" the beam at the center 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" D.C. center purlin and (2) purlins each side of center purlin need lateral bracing. 7. Spans may be interpolated. Example: Max. 'L' for 2" x 4" x 0.050" hollow section with 'W' = 5'-0" = 11'-4" Lawrence E. Bennett, P.E. FL# 16644 PLANS REVIEWED CIVIL ENGINEER - DEVELOPMENT CONSULTANT j( 0%F S� 9 �r P.O. BOX 214368, SOUTH DAYTONA, FL 32121 tl TELEPHONE: (386) 767.4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 1-56 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. [I] 9 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 applied load of 14 # / so. ft' Hollow Sections 3'4" Tributary Load Width W'= Upright Spacing 1 4'-0" 1 5'-0" 1 6'-0" 1 T-0" 1 8'-0"1 AllowableHeight'H' / bending 'b' or deflection 'd' 9-.0'- '-0"Allowable 2" x 2" x 0.044" 8'4" b 1 T-3" b 6-6" b 1 T-11" b 5-6" b 1 T-1" b 4'-10" b 2" x 2" x 0.055" T-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" 774"XO. 11'-3" b 9'-9" 1 b 8'-9" b T-11" b 7'-5" b 6'-11" 1 b 6-6" b 2 50" 12'-5" b 10'-9" b 9'-7" b 8'-9" b 8'-1" b T-7" b T-2" b Self Mating Sections T-0." Tributary Load Width 'W'= Upright Spacing 1 4'-0" 1 5'-0" 6'-0" 7'-0" Allowable Height'H' / bending 'b' or deflection 'd' 1 9'-0" 2" x 2" x 0.044" 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'-1" b 16-2'.' b 14'-9" b 13'-8" b 12'-10" b 12'-1" b 2" x 6" x 0.050"x 0.120" 24'-2" b 20'-11" b 18'-9" b 17'-1" b 15'-10" b 14'-10" b 13'-11" b 2" x 7" x 0.055" x 0.120" 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 27'-3" b 24'-10" b 23'-0" b 21'-6" b 20'13" 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" x0.310" 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 'W'= Upright Spacing 4'-0" 1 T -O" 1 6'-0" 1 T -O" 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 T-10" b T -O" b 8'-4" b 7'-10" b 7'4" b 2" x 4" x 0.045" 164" 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 1 22'4" b 20'-9" b 19'-3" b 17'-11" b 16-11" b ' For allowable heights at wind velocities other than 120 MPH, see conversion table 1A on the specification page for tables at the beginning of this section and example below. Note: 1. Thicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be less than 0.040". 2. Using screen panel width 'W' select upright length 'H'. 3. Above heights do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 4. Site specific engineering required for pool enclosures over 20' in mean roof height. 5. Height is to be measured from center of beam and upright connection to fascia or wall connection. 6. Chair rails of 2" x 2" x 0.044" 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. FL # 16644��� S�� �® M W CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386)767-4T74 FAX: (386) 767-6556 PAGE @ COPYRIGHT 2004 1-58 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. u it SCREENED ENCLOSURES SECTION 1 Table 1.6 Minimum Upright Sizes and Number of Screws for Connection of Roof Beams to Wall Uprights or Beam Splicing Beam Upright Minimum Purlin, Girt Deck Notes Size Size Knee Brace Size" Anchors Minimum Number of Screws` Beam Stitching #8 x /:" #10 x #12 x Y:" Screw @ 24" O.C. 2" x 3" 2" x 3" 2" x 2" x 0.044" 2 Full La 6 4 2" x 4" 2" x 3" 2" x 2" x 0.044" 4 2 Full La 8 6 4 #8 2" x 4" 2" x 4" 2" x 2" x 0.044" 2 Full Lap 8 6 2" x 5" 2" x 3" 2" x 2" x 0.044" 2 Full La 4 #10 8 6 4 #8 2" x 6" 2" x 3" 2" x 2" x 0.044" 4 Full La 10 2" x 6" 2" x 4"8 6 #10 2" x 2" x 0.044" 4 Partial La 10 8 6 2' x 7" 2" x 4" 2" x 2" x 0.044" 4 Partial La 14 #10 2" x 8" 2" x'; 12 10 #12 2" x 3" x 0.044" 6 Partial La 16 14 12 #14 2" x 9" 2" x 6" 2" x 3" x 0.045" 6 Partial La 18 16 2"x9.1.. 2x7.. x 4 14 #14 2" " x 0.050" 8 Partial La 20 18 16 #14 2"x 10" 2" x 8" 2" x 4" x 0.050" 10 Partial La 20 18 16 #14 Screw Size Minimum Distance and Spacing of Screws Gusset Plate Thickness Edge To Center Center To Center Beam Size Thickness 5/16" 5/8" 2" x 7" x 0.055" x 0.120" 1/16" = 0.063" #11 0 3/8" 3/4" -77-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" - 5/16" 7/8" x 0.092 - 0.125" 1-3/4" 2" x 10" " x 0.369" 1/4" = 0.25" 3/8" 1 .' 2" ' Refers to each side of the connection of the beam and upright and each side of splice connection. 0.082" wall thickness, 0.310" flange thickness Note: 1. Connection of 2" x 6" to 2" x 3" shall use a full lap cut or 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. 12. For girt size use upright size (i.e. 2" x 6"). Read the 2" x 6" beam row for min. girt of 2" x 2" x 0.044". Table 1.7 Minimum Size Screen Enclosure Knee Braces and Anchoring Required Aluminum 6063 T-6 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'-611, I �• I •, Fr.. �, Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT. P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767.4774 FAX: (386) 767.6556 @ COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-61 Anchoring System 0--2-4- x 2" 2" H -Channel With 3 910 x 1/2" EACH SIDE 74'-6" x 3" F0.044Vx 12" 2" H -Channel With[3)#10x 1/2" EACH SIDE x4" 12" 2" H -Channel With (4) 3/4" long screws (size to be determined by beam size, see table 9.6) (See Table 1 R Fnr Numh- A nA c;_- ru 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'-611, I �• I •, Fr.. �, Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT. P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767.4774 FAX: (386) 767.6556 @ COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-61 Lawrence E. Bennett, P.E. FL # 16644 PLANS REVIEWED CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX TELEPHONE SOUTH DA 67-477 FL 32121 CITY F F O D TELEPHONE: (386) 767-4774 44� FAX: (386) 767556 PAGE © COPYRIGHT 2004 1-8 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 1 SCREENED ENCLOSURES MINIMUM POST SIZES REQUIRED FOR EACH BEAM SIZE (SEE TABLE 1.6) 2"x4"OR2"x6„ SELF MATING BEAM OEPM 1" x 2" SNAP SECTIONS a�' ATTACHED TO 2" x 2" W/ - _ , _ � #10 x 1-1/2" S.M.S. @ 24" O.C. i OR CONTINUOUS SNAP SECTIONS OR 2" x 3" (4) SPLINE GROOVE SECTION ®� X6' 2 1" x 2" OPEN BACK FASTENED ®® TO POST W/ (2) #10 x 1-1/2" S.M.S. ALTERNATE FLAT ROOF :--a-a--a-- SELECT FASTENER SIZE, ATTACH 2"x 2" PURLINS TO NUMBER AND PATTERN SELF MATING BEAMS W/ (2) (SEE TABLE 1.6 & 9.5A OR 9.56) #10 x 1-1/2" S.M.S. INTO SCREW BOSSES 2" x 3" HOLLOW OR SNAP - SECTION SLOPING BEAM TO UPRIGHT CONNECTION DETAIL (PARTIAL LAP) SCALE: 3" =1'-O" Lawrence E. Bennett, P.E. FL # 16644 PLANS REVIEWED CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX TELEPHONE SOUTH DA 67-477 FL 32121 CITY F F O D TELEPHONE: (386) 767-4774 44� FAX: (386) 767556 PAGE © COPYRIGHT 2004 1-8 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREENED ENCLOSURES crDAD SUPER OR EXTRUDED GUTTER SECTION 1 STRAP LOCATION FOR SUPER OR EXTRUDED GUTTER REINFORCEMENT SCALE: 3/8" = V-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) p ALTERNATE 2" S.M.S. OR LAG SCREWS � TRANSOM J (SEE SECTION 9) UPRIGHT f 0 SUPER OR ® EXTRUDED \ (D\\ GUTTER ANGLE OR RECEIVING CHANNEL (SEE SECTION 9 FOR DETAILS) SELF MATING BEAM (SIZE VARIES) MAX. DISTANCE FROM FASCIA BEAM CAP TO HOST STRUCTURE WALL 24" WITHOUT SITE SPECIFIC SCREW PATTERNS MAY VARY ENGINEERING (SEE TABLES OR NOTES FOR SIZE AND NUMBER OF SCREWS) SELF MATING BEAM CONNECTION TO SUPER OR EXTRUDED GUTTER SCALE: 3" = V-0" PLANS REVIEWED Lawrence E. Bennett, P.E. FL # 16644 �e 9 ®� ��p lye ®� �9f II it Y U 0 CIVIL ENGINEER - DEVELOPMENT CONSULTANT ® P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 767.4774 FAX: (386) 767.6556 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-21 .s, SECTION 1 SCREENED ENCLOSURES W U) o COMPOSITE 2" x 3" EAVE RAIL wZ— Za� BEAM - SCREEN ROOF a g > De 0 ®® POST TO BEAM FASTENING 0.050" H -CHANNEL Cn L OR GUSSETS _ ®® (SEE TABLE 1.6) <¢ � ®®� H ® 4D o POST (SEE TABLE 1.3) — — SCREEN 45°± (MAY FACE IN OR OUT) REQUIRED KNEE BRACE MINIMUM SIZE AND CONNECTION (SEE TABLE 1.7) LENG OF IF KNEE BRACE LENGTH KNEE BR 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 1-21 FASCIA AND SUB -FASCIA 2" x 2" ANGLE WITH (4) S.M.S. (SEE SECTION 9 FOR SCREW GA SUPER OR SIZES) EACH SIDE TO BEAM EXTRUDED TO SUPER OR EXTRUDED ® GUTTER MAX. DISTANCE TO GUTTER HOST STRUCTURE WALL 24" WITHOUT SITE SPECIFIC ENGINEERING SUPER OR EXTRUDED GUTTER RISER (OR TRANSOM) WALL AT FASCIA - DETAIL 4 SCALE: 3" = V-0" Lawrence E. Bennett, P.E. FL # 16644 PLANS REVIEWED CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4714 Cid CITY A FAX: (386) 767.6556 PAGE © COPYRIGHT2004 1-2H NOT TO BE REPRODUCED IN W HOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREENED ENCLOSURES SECTION 1 HOST STRUCTURE PANELS / ELEMENTS O ELEMENTS BRACED BY UNBRACED BY HOST DIAGONALS STRUCTURE TO BE BRACED ALTERNATE BRACING BY DIAGONALS IN - - - PATTERN, CORNER BRACES PERIMETER PANELS (MIN.) STILL REQUIRED ELEMENTS BRACED BY HOSTQ CABLE OR STRUCTURE CONNECTION K -BRACING BEAMS AND / OR PURLINS ' (IN WALLS) z w� m� TYPICAL LAYOUT BEAMS OR PURLINS CABLE OR K -BRACING CABLE OR (IN WALLS) K -BRACING (IN WALLS) . EACH DIAGONAL TO BE 2 x 2 (MIN) ROOF DIAGONAL, FASTENED EACH END W/ (2)�: MEET WALL AT WALL BRACING EACH #10 S.M.S. (MIN.) AT CORNERS (TYP.) (POOL ENCLOSURE SCREEN ROOF MAY BE FLAT, GABLE, MANSARD, DOME, OR HIP) POOL ENCLOSURE DIAGONAL BRACING - SCHEMATIC PLAN VIEW SCALE: 3/8" PLANS REVIEWED ELawrence E. Bennett P.E. �® FL # 16644 ITY ®F VlL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (386) 767-6556 © COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BFNNFTT v F CABLE BRACING General Notes and Specifications: 1) The following shall apply to the installation of cables as additional bracing to DIAGONAL bracing for pool enclosures: a) FRONT WALL CABLES - 7 x 7 OR 7 x 19 STAINLESS STEEL CABLE DIAMETER TOTAL ALLOWABLE WALL AREA 3/32" 233 Sq. Ft. / PAIR OF CABLES 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 - 7x 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 freestanding pool enclosures use 100 % of each wall area & 50% of the area of one adjacent wall. NOTES: 1. Where wall height is such that a girt is required between the top or eave rail and the chair rail, (i.e. a mid -rise girt), then the front wall shall have two cable pairs and they shall be attached to the top rail and the mid -rise rail. If more than one additional girt is required between the top or eave rail and the . chair rail, then there shall be an additional front wall cable pair at that girt also. 2. Side walls do not require cables until the side wall area is greater than 233 Sq. Ft.. The side wall cable may be attached. at the mid -rise girt or the top rail. 3. Standard rounding off rules apply. ie: if the number of cables calculated is less than 2.5 pairs.use two cables; if the number of cables calculated is 2.5 pairs or greater use 3 pairs of cables. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER -DEVELOPMENT CONSULTANT CITY � SANFOpq P.O. BOX 214368, SOUTH DAYTONA, FL 32121 NR TELEPHONE: (386) 767.4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 1 -40 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. (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 AT CORNER - DETAIL 1 SCALE: 3" = 1'-0" A ALTERNATE: USE (1) 1/4" x 1-114" FENDER ®� WASHER EACH SIDE OF ® FRAME MEMBER EITHER A OR B 1" x 2" x 0.125" CLIP AND (4) B #100./4" S.M.S..EACH SIDE MIN. (2) CLAMPS REQUIRED FOR CABLES®®®® (TYP.) MIN. 1/4" EYE BOLT. WELD EYE CLOSED (TYP.) ALTERNATE TOP CORNER OF CABLE CONNECTION - DETAIL 1A SCALE. 3" = 1'-0" PLANS REVIEWEDLawrence E. Bennett, P.E. FL# 16644 CITY A ®�pep CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767.1774 'FAX: (386) 767-6556 © COPYRIGHT 2004 PAGE i NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 9 -47 2" x 2" x 0.125" ANGLE STAINLESS STEEL CABLE 2-1/4" x 1-1/2" CONCRETE ANCHORS (MIN.) CABLE CLAMP (SEE TABLE) 5d NOTE: MIN. 3-3/4" SEEPAGE 1-41 FOR NUMBER Sa (4" NOMINAL) OF CABLES REQUIRED SLAB DISTANCE FROM EDGE OF SLAB = 5(D) OF SCREW ALTERNATE CABLE CONNECTION AT SLAB DETAIL - DETAIL 2B SCALE: 3 = 1'-011 SELECT ANCHOR FROM TABLE 9-1, MIN. SHEAR 607# FOR 3/32" CABLE AND 594# FOR 1/8" ko CABLE, FOR 3/32" CABLE (1) 1/4" x 1-1/2" CONCRETE o � ANCHOR (MIN.) @ 5d MIN. o d, \ 5d (MIN.) 5-1/2" (6" NO SLAB (MIN.) s �/ 5d (MIN.) 2� 2500 P.S.I. CONCRETE 6 x 6 -10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE ALTERNATE CABLE CONNECTIONS AT FOUNDATION - DETAIL 2C SCALE: 3" CITY OF SANFORD Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767.4774 FAX: (386) 767-6556 © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. PAGE 1-43 _ SECTION 1 SCREENED ENCLOSURES 1] CHAIR RAIL ATTACHED TO POST W/ INTERNAL OR EXTERNAL'L' CLIP OR'U' - CHANNEL W/ MIN. (4) #10 S.M.S. - SCREW BOSSES GIRT OR CHAIR RAIL 2" x 2" x 0.044" HOLLOW MIN. GIRT TO POST DETAIL SCALE: 3"= V-0" OFOR WALLS LESS THAN 6'-8" FROM TOP OF PLATE TO CENTER OF BEAM CONNECTION OR BOTTOM OF TOP RAIL THE BEAM AND GIRT ARE DECORATIVE SCREW HEADS MAY BE REMOVED AND INSTALLED IN PILOT HOLES IF GIRT IS STRUCTURAL AND SCREW HEADS ARE REMOVED THEN THE OUTSIDE OF THE CONNECTION MUST BE STRAPPED FROM GIRT TO BEAM WITH 0.050" x 1-3/4" x 4" STRAP AND (4) #10 x 3/4" S.M.S. SCREWS TO POST AND GIRT IF GIRT IS ON BOTH SIDES OF THE POST THEN STRAP SHALL BE 6" LONG AND CENTERED ON THE POST AND HAVE A TOTAL (12) #10 x 3/4" S.M.S. Lawrence E. Bennett, P.E. FL # 16644 PLANS �������® CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX TELEPHONE: ,SOUTH DA 67-477 FL 32121 �p o O F ""ANF O TELEPHONE: (386) 767774 �B9 IFID FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 1-46 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT. P.E. SCREWS OR THRU-BOLTS (SEE SECTION 9) POST SIZE 2" x 4" MAX. ® TELEPHONE. (386) 7674774 FAX: (386)767-6556 © COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-47 1"x 2" EXTRUSION ANCHOR �. TO CONCRETE W/ CONCRETE ANCHORS WITHIN D D MIN. 3-1/2" SLAB 2500 P.S.I. 6" OF EACH SIDE OF EACH CONCRETE 6 x 6 - 10 x 10 POST AND @ 24" O.C. MAX. 41 WELDED WIRE MESH OR SELECT CONCRETE ANCHORS FIBER MESH CONCRETE FROM SECTION 9 SIDE WALL 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 POST SIZE 2"x 4" MAX. SECTION 9) EACH SIDE (SEE TABLE) MIN. 3-1/2" SLAB 2500 P.S.I. 1" x 2" EXTRUSION ANCHOR TO CONCRETE 6 x 6 -10 x 10 p CONCRETE W/ CONCRETE WELDED WIRE MESH OR D ANCHORS 6" MAX. EACH SIDE FIBER MESH CONCRETE OF EACH POST AND @ 24" O.C. MAX. OR THROUGH ANGLE ANGLES AS SHOWN ABOVE AND @ 24" O.C. MAX. SELECT MAY BE USED TO CONNECT CONCRETE ANCHORS FROM CHAIR RAILS AND PURLINS SECTION 9 SIDE WALL ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL SCALE: 3" = l' -O" PLANS REVIEWED Lawrence E. Bennett, P.E. FL# 16644 � R D IIS] li 0 lllkkk��� IT m SAN CITY fly' CIVIL ENGINEER. DEVELOPMENT CONSULTANT P.O. Iql t!/1 BOX 214368, SOUTH DAYTONA, FL 32121 ® TELEPHONE. (386) 7674774 FAX: (386)767-6556 © COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-47 DETAIL ILLUSTRATES TYPICAL 2" x 4" S.M.B. THRU 2" x 9" SUB CONNECTIONS Column Size S.M.B. or S.B. CONCRETE DECK EDGE Total #10 x 314" S.M.S. 2x4 (4)1/4" 2" x 2" PRIMARY ANGLE SCREEN (4)1/4- 8 VARIES (4) 1/4" 10 2 x 7 (4)1/4" 12 2x8 (6)1/4" 5d (MIN.)' 2 x 9 — — — — 16 2 x 10 (10) 1/4" 18 2-.1/2" (MIN.) — - — — SECONDARY 2"x 2" x 0.063" BOLT 0 •5d DISTANCE �— ANGLE (SEE SECONDARY 1/4" 1-1/4" ANGLE ANCHOR SCHEDULE 3/8" 1-7/8" AND SECTION 9) 1" x 2".O.B. BASE PLATE (TYP., CONCRETE ANCHORS INTO ® ® PRIMARY AND SECONDARY ANGLES #10 x 3/4" S.M.S. (TYP.) S.M.S. STITCHING SCREWS 2 " x S.M.B. COLUMN @ 24" O.C. FOR S.M.B. (SEE TABLE 1.6 FOR SIZE) TOP VIEW POST TO DECK DETAIL SCALE: 3" = V-0" Secondary Anchor Schedule Column Size S.M.B. or S.B. Total . Concrete Anchors Total #10 x 314" S.M.S. 2x4 (4)1/4" 6 2 x 5 (4)1/4- 8 2 x 6 (4) 1/4" 10 2 x 7 (4)1/4" 12 2x8 (6)1/4" 14 2 x 9 (6) 1/4" 16 2 x 10 (10) 1/4" 18 Notes: 1. See Section 9 for additional anchor information. 2. Secondary anchor schedule applies to side walls with uprights that are 2" x 5" and larger. �`�� ��®�® Lawrence E. Bennett, P. E. FL# 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 7676556 ® © COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-51 C 'L CONSULTANTS, a jC AUTHORIZATION #L85610 F ENGINEERS SURVEYORS PLANNERS 2603 MAITLAND CENTER PARKWAY SUITE C MAITLAND, FL 32751 (407) 660-2120 POMPANO BEACH ORLANDO W. TAMPA JUPITER 4i WWCCL -POMPANO. COM WWW. CCC -ORLANDO. COM ENGLE —_. TT--- NA 77ONAL FLOOD INSURANCE PROGRAM COMMUNITY NUMBER 12117C PANEL NUMBER 0040 E MAP REVISION 411711.995 FLOOD ZONE X AND A NO BASE FLOOD ELEVATION SHOWN. L E G E N D R- RADIUS L- ARC DISTANCE G- CENTRAL ANGLE E/C . AIR CONDITIONER SLAB CENTERLINE D.E. - DRAINAGE EASEMENT L.M.E. - LAKE MAINTENANCE EASEMENT U.E. - UTILITY EASEMENT F.F. FINISH FLOOR KA Y'S LANDING PH,, BEARINGS BASED ON THE WEST LINE OF THE NORTHEAST 1/4 OF SECTION J4, TOWNSHIP 19 SOUTH, RANGE JO EAST SEMINOLE COUNTY, FLORIDA, BEING N00'14'40`W, AN ASSUMED MERIDIAN O INDICATES 5/8- IRON ROD SET 1WTH NUMBER L85610 CAP, UNLESS OTHERWISE NOTED L.B. - LICENSED BUSINESS N6D = SET NAIL AND DISC LB115610 PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PI POINT OF INTERSECTION PRC = POINT OF REVERSE CURVATURE 0.00 - PROPOSED LOT ELEVATION SCALE: I" = 90' PLANS REVIEWED CITY OF SANFO RD LOT: 9,305fsq.ft. 1S`• HOUSE CO ER.F—D i*i`%o Z3-7 L) 35.2 i 906 �\ 44,, l$qo=21'58'30" p'`�iP�° °�° o7t) R=125.00' N /i EL A"CA�ONCA S'?" L=47.94' C;) 50. 0' x 70.100' LO U Eur�o\ FF. ELEV. = J5.80 \ LOCAT/ON SKETCH (NOT TO SCALE) \ by � s 6� °• 8� � �'• 0a ��y ?�CS� \ �6'�•59 5� 35.2 L . V , � a 34.6 _z R=125.00 L=9.22 d=4'13'29" 25' � `NOTE: 1 LEGAL DESCR/PT/ON.' BUILDING WILL BE STAKED AS SHOWN Lot 27, Koy s Landing Phase 1, according to the Plat thereof, Page 41-4J, of the Public Records, Seminole County, F/orido. as recorded in Plot Book 67, of NOTES: (SKETCH AND LECAL ONLY, NOT A SURVEY) O 1. UNLESS I T BEARS TH£ SIGNA TURE AND THE ORIGINAL RAISEDO SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS 2. LANDS SHOWN HEREON WERE NOT AB DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL BY CCL CONSULTANTS INC F SfMENTS AND PURPOSES ONLY AND IS NOT VALID. ADDITIONS OR DELETIONS RIGHTS-OF-WAY OF RE O TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING J. DATA SHOWN HE FROM O R PARTY T PARTIES /S PROHIBITED WITHOUT WJQITTEN 2p= UTE /fLD SURVEY _ CONSENT OF THE SIGNING PARTY OR PARTIES LO REVISIONS _ DATE BY PLOT PLAN 8/17/06 JAM U O, P.S.M o 0 R ESS L SURVEYOR and MAPPER #5670 STATE OF FLORIDA a Z DATE OF SKETCHDRAWN CHECKED 8/17/06 BY JAM BY FIELD DMB BOOK N/A