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HomeMy WebLinkAbout182 Bristol Forest Trl 03-2906 Pool ScreenPermit No.: o CITY OF SANFORD PE T APPLICATION Date: Y29ST DA(L, <,A A o JOb Aaaress: I U of Li< 1 J w to Permit Type: Building Electrical Mechanical Plumbing fire Alarm/Sprinkler Deseription; of Work: i eev 11 C c' L! i' 02. X 3 & Q V - 000 Additional Information for Electrical & Plumbing Permits Electrical: ,' Addition/Alteration Change of Service Temporary Pole _New AMP Service (# of AMPS ) Plumb ng/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/ Commercial: Number of Fixtures - Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: Residential _Commercial — Industrial Total Sq Ftg: Value of Work: $31_ Type of Construction: Flood Zone: Number of Stories: Number of Dwelling Units: Parcel No,: 6?, rii - (`[^- 3Q ^ 5 4,P. - 00"0 C)y±q _^ -(..Attach Proof of Ownership & Legal Description) Owner/ Address/Phone: (Pp ,-ejAl2j__gSr l l!r LA tut I kr SGJra PL-- Contractor/ State License Number: 0®6 r in 5 3 610r Ai,,- chitect/Engiin eer )-ARA-t/ W 15V Phone No.: Address: ( O , P o 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. 1 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 maybe additional permits, required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptan TIT it is ification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Z I - I - Signatur of er/Ag t Date Signature of Contractor/Agent Date Ik e - dvjv A. /A1s Prin/ tOwri Agent's Print Contractor/Agent's Name iGI 1 7/3/r 3 a1 CHARLES J. RAPP, JR. MY - COMMISSION # DD 192438 MY COMMISSION # CC 882665 EXPIRES: October 25, 2003 Bonded Thru Notary Public Underwriters i . EXPIRES: March t1, 2007 L Bonded Thru Notary Public Underrrtilers I Owner/ Agent is Personally Known to Me or (Contractor gent is ersonally Known to Me o Rrnrinnrrl Tn uced ID Date: c( / 9 -26 3 to B e L-L ()R.NOL v vt /f MARYANNE' MOR.,.. o v Fc. 3gsos NOTICE OF CO `NCENIENT C E.RK OF CIRCUIT €iUR Pe t2Nc o LI v , Tax Folio No. WOLF RIUA State of Florida County . • of Seminole L' FRK The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following informuation is provided in this Notice of Commeneemerntt SEPI ' ' 2003 9 3. 4 nronerty and street address if available) Owner information a. Name and address ae &nC Wuecz. b. Interest in property ._Dw , Ider c. Name and address of fee simple titleholder (if other than and address a '®-1 d Co . v • ... v. 5 io1 `u J. $, I- Phone number {Ci-1- - QC)4 Fax number 5. Surety a. Name and address b. Phone number -- Fax number c. Amount of bond - -- 6. Lender y a, Dame and address b. Phone number Fax number _ 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(l)(aj7., lorida Statutes, a. Name and address /* _ b. Phone number __ _ Fax number _ _ _ In addition to himself or herself, a designates of to receive a copy of the Lienor's Notice as provided in Section 713.1.3(l)(b), Florida Statutes, a. phone number Fax number Expiration date of notice of commencement (the expiration date is I year from the .e reco ing unless a different date is specified) j f 3 f 0-z' Sworn tpjor affirmed) and subscribed before me this 23 day of 2603 , by Personally Known OR Produced Identification Type ofAeutification Produced Signature of of ry p#V f" of Florida Commission ires: CV4 RA—LES JS JRAPP, JR. MY COMMISSION # DD 192438 EXPIRES'. AflcfCh 11 2007 gpndedThruFoiary ?ubl c Jnden+riters 1111111111111111111111111 IN Ili ill Ill all II IIII 81 ill# Ill ili 11 III I Mal MARYANNE NURSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05006 P6 0862 CLERK' S # 2003160863 RECORDED 09/11/2003 03150;26 pN RECORDING FEES 6.00 RECORDED BY L McKinley Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL t 4 0 D 1 Seminole Count, t i lvp rtv preir<• A- c irritrs 1101 k. µtrot 5(. 40 7-4r try- 7 E(1(, 2003 WORKING VALUE SUMMARY GENERAL Value Method: Market 22-19-30-502- S3-SANFORD Number of Buildings: 0 Parcel Id: 0000-0490 Tax District: WATERFRONT Depreciated Bldg Value: $0 REDVDST CENTEX Depreciated EXFT Value: $0 Owner: HOMES Exemptions: Land Value (Market): $13,680 Address: 385 DOUGLAS AVE STE 2000 Land Value Ag: $0 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Just/Market Value: $13,680 Property Address: 182 BRISTOL FOREST TRL SANFORD 32771 Assessed Value (SOH): $13,680 Subdivision Name: PRESERVE AT LAKE MONROE Exempt Value: $0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $13,680 2003 Notice of Proposed Property Tax SALES 2002 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2002 Tax Bill Amount: Find Comparable Sales within this Subdivision 2002 Taxable Value: LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 49 PRESERVE AT LAKE MONROE PB 62 LOT 0 0 1.000 13,680.00 $13.680 PGS 12 - 15 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 Just/Market value. http://www.scpafl.org/pls/web/re_web.seminole_County_title?parcel=22193050200000490... 9/11 /2003 ACTION ALUMINUM PRODUCTS, INC 2698 South Orange Blossom Trail Orlando, Florida 32805 I HEREBY NAME AND APPOINT PATTY R. JOHNS TO BE MY LAWFUL ATTORNEY, IN FACT TO ACT FOR ME A ND APPLY TO THE C C S 2 BUILDING DEPARTMENT FOR A P0 C ( SCREEN t-4tiic% Loswc- PERMIT TO BE PERFORMED AT A LOCATION DESCRIBED AS: R AND TO SIGN MY NAME AND DO ALL THINGS NECESSARY TO THIS APPOINTMENT. 6 AVID ALLAN HNS CGC 053605 SUBSCRIBED BEFORE ME THIS 2- n DAY OF Sc-- P-r Notary as to Contractor My Commission i WILLIAMARNOLD NVMY COMMISSION # CC 882665 EXPIRES: October 25, 2003BondedThruNotaryPublicUnderwriters 20 METRO ORLANDO (407) 648-9948 o Fax (407) 648-9949 o BREVARD (407) 632-0264 9 VOLUSIA (904) 252-7835 1-1 Lawrence E. Bennett - Civil Engineer & Development Consultant P.O. Box 214368 South Daytona, F1 32121- 3861767-4774 386-767-6556 fax January 01, 2003 r TO ALIT BUILDING DEPARTMENTS Re: "Aluminum Structures Design Manual" Master File Engineering Dear Building Official, This is to certify that the following contractor is hereby authorized to use my current "Aluminum Structures Design Manual" for the year 2003. David A. Johns Action Aluminum Products, Inc. 2698 South Orange Blossom Tr. Orlando FL 32805 Thank you for yo assistance. Sincerely, J w 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, FL) Hollow Sections 1, Tributary Load Width 'W` = Beam Spacing 3'-0" 1 4'-0".. 1 5'-0" 1 6'-0" 7'-0" 1 8'-0" 1 9'-0" Allowable Span 'L' / bending'b' or deflection 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'-6" b 2" x 2" x 0.055" 10'-9" b 9'-4" b 8'-4" b 7'-7" b 7'-1" b 6'-7" b 6'-3" b 2" x 3" x 0.045". 13'-4- b 11'-7" b 10'-4" b 9'-5" b 8'-9- b 8'-2" b 7'-8" b 2" x 4" x 0.050" 14'-8- b 12'-8" b 11'4" b 10'-4" b 9'-7" b 8'-11" b 8'-5" b Self Mating Sections Tributary Load Width 'W' = Beam Spacing 3'-0" 1 4'4)" 1 5'-0" 1 6'-0" 7'-0" 1 8'-0" 1 9'-0" Allowable Span 'L'/ bending'b' or deflection 2" x 4" x 0.044 x 0.100" 19'-11" b 17'-4" b 15'-6" b 14'-2" b 13'-l" b 12'-3" b 11'-6" b 2" x 5" x 0.050" x 0.100" 24'-9" b 21'-5" b 19'-2" b 17'-6" 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 17'-6" b 16'-6" b 2" x 7" x 0.055" x 0.120" 32'-3" b 2T-11" b 24'-11" b 22'-9" b 21'-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'-l" b 26'-3" b 24'-9" b 2" x 8" x 0.072" x 0.224" 41'-7" b 36'-1" b 32'-3" b 29'-5" b 27'-3" b 25'-6" b 24'-0" b 2" x 9" x 0.072" x 0.224" 45'-l" b 39'-l" 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" b 2" x 10" x 0.092" x 0.369" 59'-6" b 51'-7" b 46'-1" b 42'-1" b 138'-11" b I Snap Sections Tributary Load Width '1+'T = Beam Spacing 3'-0" 4'-0" 1 5'-0" 1 6'-0" 7..'-0" 8'-0" 1 9'_0 Allowable Span 'L' / bend'ing'b' or deflection 'd' 2" x 2" x 0.044" 11'-9" b 10'-2" b 9'-1" b 8'-4" b 7'-8" b 7'-2" b 6'-9" b 2" x 3" x 0.045" 15'-l" b 13'-1" b 1 V-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'-l" 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 a maximum upright height of 20'. Structures larger than these limits shall have site specific engineering. 3. Spans are based on a minimum of 10T / SG. 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' o.c. center purlin and (2) purlins each side of center purin 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 1 (9)COPYRIGHT TO BIEREPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. I r I FSECTION 1 BEAM -SCREEN w C0 ROOF Q a OCo X p F- LZ0 w 6 (D ~ 6 6 6 I LENGTH _ E BRAC HOST. STRUCTURE ROOFING SECTION 9 FOR SCREW SIZES) STRAP LOCATE AND FASTEN PER STRAP LOCATION DETAIL PAGE 1-20 2" x 2" x 0.062" ANGLE EACH SIDE (3) EACH #8 S.M.S. EACH LEG INTO POST BEAM CAP (SEE PAGE 1-20 0 SCREENED ENCLOSURES o_` -- ten a , it - GUTTER 0.05" H-CHANNEL OR GUSSE' COMPOSITE 2 x 3 EAVE RAIL POST TO BEAM FASTENING SEE TABLE 1.6) SCREEN MAY FACE IN OR OUT) REQUIRED KNEE BRACE MINIMUM SIZE AND CONNECTION (SEE TABLE 1.7) ATTACHED NO MORE THAN 6" ABOVE TOP OF GUTTER SOFFIT OPTIONAL 3/8" LAG SCREW I MAX. DISTANCE TO AND 3/4" FERRULE HOST STRUCTURE FASCIA AND SUB -FASCIA WALL 24" WITHOUT - SITE SPECIFIC ENGINEERING IF KNEE BRACE LENGTH EXCEEDS TABLE 1.7 USE CANTILEVERED BEAM SUPER OR EXTRUDED GUTTER CONNECTION DETAILS RISER (OR TRANSOM) WALL FASCIA anFTe( E.AIL. V SCALE: 3" = V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE (366) 767-4774 FAX (386) 767-6556 PAGE 1-2 0 © COPYRIGHT 2003 O NOT TO BE REPROOUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. j-" SCREENED ENCLOSURES I SECTION 1 Table 1.2 Allowable Spans For Secondary Screen Roof Frame Members Aluminum Alloy 6063 T-6 For Areas with Wind Loads up to 150 M.P.H. and Latitudes Below 30'-30'-00" North (Jacksonville, FL) A S ct'Io s Fastened To Beams With Cli sen Hollow Sections Tributary Load Width 'W = Purlin Spacing 3'-6" 4' 0" 4'-6" 5'-0" 5'-6" 1 6'-0" 1 6'-8" Allowable Span 'L' / bending 'b' or deflection 'd' 2" x 2" x 0.044" 7'-8" d T-4" d 7'-0" d 6'-9" d 6'-6" b 6'-3' b 5'-11" b 2" x 2" x 0.055" 8'-1" d 7'-9" d 7'-5" d 7'-2" d 6-11" d 6'-9" d 6'-6" b 3" x 2" x 0.045" 8'-8" d 8'-3" d 7'-11" d 7'-8" d 7'-5" d 7'-3" d 6'-11" d 2" x 3" x 0.045" 10,-9' d 10'-3" d 9'-9" b 9'-3" b 8'-10" b 6'-5' b 8'-0" b 2" x 4" x 0.050" 12'-2" b 1 l'-4" b 10'-8" b 10'-2" b 9'-8" b 9'-3' b 8'-9" b Snap Sections Tributary Load Width 'W' = Purlin Spacing 3'-6" 1 4'-0" 1 4'-6" 1 5'-0" 5'-6" 1 6'-0" Allowable Span 'L' / bending 'b' or deflection'd' 2" x 2" x 0.044 8'-5' d 8'-1" d 1 7'-9" d 7'-6" d 7'-3" d 7'-0" d 6'-9" d 2" x 3" x 0.045" 11'-7" d 1 l'-1" d 10'-8" d 10'-4" d 9'-11" b 9'-6" b 9'-0" b 2" x 4" x 0.045" 14'-8" d 14'-0" d 13'-6" d 12'-9" b 1 12'-2" b I 11'-8' b R Focfonorl Thmimh Raim Wehs Into Screw Bosses Hollow Sections Tributary Load Width 'W' = Purlin Spacing 3'-6" 1 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" Allowable Span 'L' / bending'b' or deflection'd' 2" x 2" x 0.044" 9'-2" b 8'-7" b 8'-1" b 1 7'-8" b 7' 4" b 6'-11" b 6'-7" b 2" x 2" x 0.055" 9'-11' b 9'-4" b 8'-10" b 8'-4" bi 7'-11" b 7'-7" b j T-3" b 2" x 3" x 0.050" IT-- b 11'-7" b 10'-11" b 10'-4" b I 9'-10" b 9'-5" b 1 8'-11" b 2" x 4" x 0.050" 13'-7" b 12'-8" b 11'-11" b 11'-4" bl 10'-10" bj 10'-4" b 1 9'-10" b Snap Sections Tributary Load Width 'W' = Purlin Spacing 3'-6" 4'-0" 1 4'-6" 1 5'-0" 5'-6" I 6'-0" 6'-8" Allowable Span / bending'b' or deflection'd' 2" x 2" x 0.044" 10'-11" b 10'-2" b 9'-7" b 1 9'-1" b 1 8'-8" b 1 8'-4" b 1 7'-1 V b Notes: 1. Thicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be less than 0.040". 2. Spans are based on a mininum of 104 / Sq. Ft. for up to a 150 NII.P.H. wind load.3. Span is measured from center of beam and upright connection to fascia or wall connection. 3. Span is measured from center of beam and upright connection to fascia or wall connection. 4. Purlin spacing shall not exceed 6'-8". For beam spans greater than 40'-0" the beam at the center purin and one purlin for each 14'-0" on each side of the center purlin shall include lateral bracing as shown in detail 48'-0") span with purlins at 6'- 8" o.c. center purlin and (2) purlins each side of center purlin need lateral bracing. 5. Spans may be interpolated. CHECK TABLE 1.6 FOR MINIMUM UPRIGHT SIZE FOR BEAMS. Example: Max.'L' for 2" x 4" x 0.050" hollow section fastened to beam with clips with 'W' = 5'-0" = 10'-2" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 I PAGE ICOPYRIGHT2003r NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITT'cN PERMISSION OF LA'PlRENCE E. BENNETT, P.E. 1-r 5 I SCREENED ENCLOSURES SCREEN i d' VARIES 1" x 2" O.B. BASE PLATE (TYP.) q 4" SHOW I SECONDARY 2"x(d-2")x0.063"ANGLE e EACH SIDE OF COLUMN W/ #10 6 © S.M.S. SEE SCHEDULE NEXT PAGE) CONCRETE ANCHOR ° aT SEE SCHEDULE NEXT PAGE) ° v, T ° NOTE: DETAIL ILLUSTRATES ° TYPICAL 2" x 4" SAI.B. COLUMN CONNECTION 2" 5d MIN.) (MIN.) SIDE VIEW SCREEN CONCRETE ANCHOR THRU ANGLE OR WITHIN 6" OF UPRIGHT IF INTERNAL SCREWS INTO SCREW BOSSES SECTION 1 2" x 2" x 0.063" PRIMARY AING( EACH SIDE 10 x 3/4" S.M.S. EACH SIDE SEE SCHEDULE NEXT PAGE) 5d` MINIMUM EDGE DISTANCE FROM EXTERIOR OF COLUMN TO OUTSIDE EDGE OF SLAB BOLT 1 'Sd DiSTA JCE GRADE 1-114" 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.) kx x NOTE: SELECT CONCRETE IANCHORFROMTABLE9.1 6I f-- " (MAX.) -- g" (MAX.) — 3000 P.S.I. CONCRETE 1- 1/4" MIN. CONCRETE ANCHOR EMBEDMENT MAX. SPACING 24" O.C. FOR BOTH SIDES FRONT VIEW 2" x 4" OR LARGER SELF MATING OR SNAP SECTION POST TO DECK DET SCALE: 3" = 1'-0" AILS Lawrence E. Bennett, P.E. CIVIL ENGINEER -DEVELOPMENT CONSULTANT P. O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE ( 386) 767.4774 FAX ( 386) 767-6556 COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. PAGE 1- 47 SECTION 1 SCREENED ENCLOSURES Table 1.3 Allowable Post / Upright Heights For Primary Screen Wall Frame Members AlumYStum Alloy 6063 T-6 For 3 second wind gust at velocity of 120 MPH or an applied load of 14 # / sq. ft.' Hollow Sections Tributary Load Width 'W = Upright Spacing 3'-0" 4'-0" 1 5'-0" 1 6'-0" 7'-0" Allowable Height'H' / bending'b' or deflection 2" x 2" x 0.044" 8'-4" b 1 7'-3' b 1 6'-6" bj 5-11" bl 5'-6" b 5'-1" b 4'-10" b 2" x 2" x 0.055" 9'-1" b 7'-11" b 7'-1" b 6'-5" b 5'-11" b 5'-7" b 5'-3" b 2" x 3" x 0.045" 11'-3" b 9'-9" b 8'-9' b 7'-11" b 7'-5" b 6'-11" b 6'-6" b 2" x 4" x 0.050" 12'-5" b 10'-9" b 9'-7" b 8'-9" b 8'-l" b 7'-7" b 7'-2" b Self Mating Sections Tributary Load Width VT = Upright Spacing 3'- 0" 1 4'-0" 5'-0" 6'-0" 7'-0" 8'-0" Allowable Height'H' / bending 'b' or deflection'd' 2" x 4" x 0.044 x 0.100" 16'-11" b 14'-8" b 13'-1" b 11'-11" b 11'-1" b 10'-4- b 9'-9" b 2" x 5" x 0.050" x 0.100" 20'-11" b 18'-l" b 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'-l" b 15'-10" b 14'-10' b 13'-11" b 2" x 7" x 0.055" x 0.120" 27'-3" b 23'-7" b 21'-l" b 19'-3" b 17'-10" b 16'-8' b 15'-9" b 2" x 7" x 0.055" w/ insert 36'-3" b 31'-4" b 28'-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 20'4" 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' " 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 2T-5" b 25'-8" b 24'-2" b 2" x 10" x 0.092" x 0.369" 50'-4" b 1 43'-7" b 33'-11" b 35'-7" b 32'-11" bj 30'-10' b 29'-1" b Snap Sections Tributary Load Width 'W'= Upright Spacing 3'- 0" 1 4'-0" 1 5'-0" 6'-0". '-7'-0" 1 8'-0" 9'-0" Allowable Height'H' / bending 'b' or deflection 'd' 2" x 2" x 0.044" 9'-11" b 8'-7" b 1 T-8" b 7'-0" b 6'-6" b 6'-l' b 5'-9" b 2" x 3" x 0.045" 12'-9" b 11'-0" b 9'-10" b 9'-0- b 8'-4" b 7'-10" b 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" 2" x 6" x 0.062" 26'-5" b 22'-10" b 20'-5" b 18'-8" b 17'-3" b 16'-2" b 15'-3" b 2" x 7" x 0.062" 29'-5" b 25'-5" b 22'-9" b 20'-9" b 19'-3" b 17'-11' b 16'-11" b For allowable heights at wind velocities other than 120 MPH, see conversion taoie iA on the specincauun 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 lass than 0.040". 2. Using screen panel width Yr select upright length 'H'. 3. Above heights do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 4. Site specific engineering required for pool enclosures over 20' in mean roof height. 5. Height is to be measured from center of beam and upright connection to fascia or wall connection. 6. Chair rails of 2" x 2" x 0.044" min. and set @ 36" in height can be considered as residential guardrails provided they are attached with min. (3) #10 x 1-1/2" S.M.S. into the screw bosses and do not exceed 8'-0' in span. 7. Heights may be interpolated. CHECK TABLE 1.6 FOR MINIMUM UPRIGHT SIZE FOR BEAMS. IF SPANS FOR'C' EXPOSURE CATAGORY AND/OR WINDZONES OTHER THAN 120 MPH ARE REQUIRED, SEE EXAMPLE ON SPECIFICATION PAGE FOR TABLES AT THE BEGINNING OF THIS SECTION. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P. O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE ( 386) 767-4774 FAX ( 386) 767.6556 I PAGE1 -C c 1 9)NOTCOPYRIGHT E REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. I SECTION 1 SCREWS OR THRU-BOLTS SEE SECTION 9) 1" x 2" EXTRUSION ANCHOR TO CONCRETE W/ CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AND @ 24" O.C. MAX, SELECT CONCRETE ANCHORS FROM SECTION 9 SCREENED ENCLOSURES POST SIZE 2" x 4" MAX. MIN. 3-1/2" SLAB 2500 P.S.I. CONCRETE 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBE MESH CONCRETE POST TO PLATE TO CONCRETE DETAIL SCALE: 3" = 1'-0" 2" x 2" x 0.063" ANGLE EACH SIDE ATTACH TO POST AND CONCRETE @ LOAD BEARING - WALL W/ (2) MIN. S.M.S. (PER SECTION 9) EACH SIDE MIN. 3-1/2" SLAB 2500 P.S.I. CONCRETE 6 x 6 - 10 x 10 ELDED WIRE MESH OR FIBER MESH CONCRETE ANGLES AS SHOWN ABOVE MAY BE USED TO CONNECT CHAIR RAILS AND PURLINS POST SIZE 2" x 4" MAX. (SEE TABLE) 1" x 2" EXTRUSION ANCHOR TO CONCRETE W/ CONCRETE ANCHORS 6" MAX. EACH SIDE OF EACH POST AND @ 24" O.C. MAX. OR THROUGH ANGLE AND @ 24" O.C. MAX. SELECT CONCRETE ANCHORS FROM SECTION 9 ALTERNATE POST TO BEAD AND PLATE TO CONCRETE DETAIL SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 PAGE COPYRIGHT 20031 `44 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. I SCREENED ENCLOSURES' SECTION 1 Table 1.4 Allowable Post / Girt / Chair Rail Spans, Header Spans & Upright Heights For Secondary Screen Wall Frame Members Aluminum Alloy 6063 T-6 For 3 second wind gust at velocity of 120 I'APH or an applied load of 14 # / sq. ft.* A. Sections As Horizontals Fastened To Posts With Clips Hollow Sections, Tributary Load Width 'W' 3'-6' 4'-0" 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-8" Allowable Heights W / bending 'b' or deflection 'd' 2" x 2" x 0.044" 6'-10" d 6'-6" b 6'-1" b 1 5'-9" b 5'-6" b 5'-3" b 5'-0" b 2" x 2" x 0.055" 7'-3" d 6'-11" d 6'-8" b 6'-4" b 6-0" b 5'-9" b 5'-6" b 3" x 2" x 0.045" 7'-9" d 7'-5" d 7'-1" d 6-10" d 6'-7" b 6'-4" b 5'-11" b 2" x 3" x 0.045" 9'-4" b 8'-9" b 8'-3" b 7'-10" b 7'-5" b T-2" b 6'-9" b 2" x 4" x 0.050" 10'-3" b 9'-7" b 9'4" b 8'-7" b 8'-2" b T-10" b 7'-5" b Snap Sections I Allowable Heights 'H' / bending 'b' or deflection 'd' 2" x 2" x 0.044" 1 7'_6" d 1 7'_2" d I 6'-11" d 1 6'_8" b 1 6'-4" b 1 6' 1" b 1 5'-9" b B. Sections As Horizontals Fastened To Posts Through Side Into Screw Bosses Hollow Sections Tributary Load Width'W' 3'-6' 4'-0" 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 6'-8" Allowable Heights 'H' I bending 'b' or deflection'd' 2" x 2" x 0.044" 7'-9" b 7'-3" b 6'-10" b 6'-6" b 6'-2" b 5'-11" b 5'-7" b 2" x 2" x 0.055" 8'-5" b 7'-11" b 7'-5" b T-1" b 6'-9" b 6'-5" b 6'-1" b 3" x 2" x 0.045" 9'-3" b 8'-8" b 8'-2" b 7'-9" b 7'-5" b T-1" b 6'-8" . b 2" x 3" x 0.045" 10'-5" b 9'-9" b 9'-2" b 8'-9" b 8'-4" b T-11" b 7'-7" b 2" x 4" x 0.050" 11'-6" b 10'-9" b 10'-1" b 9'-7" b 9'-2" b 8'-9" b 8'-4" b Snap Sections Allowable Heights 'H' I bending 'b' or deflection 'd' 2" x 2" x 0.044" 9'-2" b 8'-7" b 1 8'-1" b 1 7'-8" b 1 7'-4" b 1 T-0" b 6'-8" b For allowable heights at wind velocities other than 120 MPH, see conversion table 1A on the specifications for tables page at the beginning of this section and example below. Notes: 1. Thicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be less than 0.040". 2. Using screen panel width 'W' select girt lengths. 3. Site specific engineering required for pool enclosures over 20' in mean roof height. 4. Span is to be measured from center of beam and upright connection to fascia or wall connection. 5. Chair rails of 2" x 2" x 0.044" min. and set @ 36" in height can be considered as residential guardrails provided they are attached with min. (3) #10 x 1-1/2" S.M.S. into the screw bosses and do not exceed 8'-0" in span. 6. Girt spacing shall not exceed U-8". 7. Spans may be interpolated. IF HEIGHTS FOR'C' EXPOSURE CATAGORY'AND/OR WINDZONES OTHER THAN 120 MPH ARE REQUIRED, SEE EXAMPLE ON SPECIFICATION PAGE FOR TABLES AT THE BEGINNING OF THIS SECTION. Lawrence E. Bennett, P.E. CIVIL ENGINEER . DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767.4774 FAX (386) 767-6556 I NOT TO BEREPRODUCEDREPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I PAGE OP57 I SCREENED ENCLOSURES 1" x 2" EXTRUSION ANCHOR TO CONCRETE W/ CONCRETE ANCHORS 6" MAX. EACH SIDE OF EACH POST AND @ 24" O.C. MAX. SELECT CONCRETE ANCHORS FROM SECTION 9 MIN. 3-1/2".SLAB 2500 P.S.I. CONCRETE 6 x 6 - 10 x 10 LDED WIRE MESH OR FIBER MESH CONCRETE SIDE WALL POST TO PLATE TO CONCR SCALE: 3" = 1'-0" 1" x 2" EXTRUSION ANCHOR TO CONC. W/ CONC. ANCH. 6" MAX. EA. SIDE OF EA. POST AND @ 24" O.C. MAX. SELECT CONCRETE ANCHORS FROM SECTION 9 MIN. 3-1/2" SLAB 2500 P.S.I. CONC. 6 x 6 - 10 x 10 W.W.M. OR FIBER MESH CONC. SECT POST SI7x4'"MA9X. TE DETAIL HOLLOW POST TO BASE DETAIL SCALE: 3" = 1'-0" 2"x2" 2"x3"OR2"x4" HOLLOW SECTION SEE TABLES) MIN: (3) #10 x 1-1/2" S.M.S. INTO SCREW BOSSES MASONRY ANCHOR @ 6" EA. SIDE OF POST AND @ 24" O.C. MAX. SELECT CONCRETE ANCHORS FROM SECTION 9 POOL ENCLOSURE UPRIGHT TO DECK ANCHOR REQUIREMENTSGeneralNotesandSpecifications: 1. The uplift load on a pool enclosure upright is calculated as 1/2 the beam span x the beamspacingxthescreenloadof7# / Sq. Ft. EXAMPLE: FOR A 2" x 6" BEAM WITH A SPAN OF 23' AND A BEAM & UPRIGHT SPACINGOFTUSE: 1/2 x 17'-11" x Tx 10# / Sq. Ft. = 627.2# UPLIFT 2. Table 1.6 of this manual•uses the worst case loads for all cases. 3. In all cases there must be a primary anchor within 6" of each side of the upright. 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 SE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 1-45 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 B a a m Size Upright Size tinimum Purlin, Girl Knee Brace Size" Deck Anchors f;ot_s Minimum Number of Scre'i+s' Beam Stitching Screw @ 24" O.C. 8 x'/:" 10 x'/:" 12 x'A" 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 Lao 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 Full Lap 8 6 4 3 2" x 6" 2" x 3" 2" x 2" x 0.044" 4 Full Lap 10 8 6 10 2" x 6" 2" x 4" 2" x 2" x 0.044" 4 Partial Lao 10 8 6 10 2" x 7" 2" x 4" 2" x 2" x 0.044" 4 Partial Lap 14 12 10 12 2" x 8" 2" x 5" 2" x 3" x 0.044" 6 Partial Lap 16 14 12 14 2" x 9" 2" x 6" 2" x 3" x 0.045" 6 Partial Lap 18 16 14 14 2" x 9""' 2" x 7" 2" x 4" x 0.050" 8 Partial Lao 20 18 16 14 2" x 10" 2" x 8" 2" x 4" x 0.050" 10 Partial Lap 20 18 1 16 1 #14 Screw Size Minimum Distance and Spacing of Screws Gusset Plate Thickness Edge To Center Center To Center Beam Size Thickness 3 5/16" 5/81, 2" x 7" x 0.055" x 0.120" 1/16" = 0.063" 10 3/8" 3/4" 2" x 8" x 0.072" x 0.224" 1/8" = 0.125' 12 1!2" 1" 2" x 9" x 0.072" x 0.224" 1/8" = 0.125" 14 or 1/4" 3/4" 1-1/2" 2" x 9" x 0.082" x 0..306" 1/8" = 0.125" 5/16" 7/8" 1-3/4" 2" x 10" x 0.092" 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 1116" 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 vr/ H-bar, gusset plate, or angle clips for each splice with 1/2 the screws on each side of the cut. Table 1.7 Minimum Size Screen Enclosure Knee Braces And Anchoring Required Aluminum 6063 T-6 Brace Length Extrusion Anchoring System 0' - 2'-0" 2" x 2" x 0.044' 2' H-Channel With 3 #10 x 112" 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" 2" H-Channel With (4) 3/4' long screws size to be determined by beam size, see table 9.6) See Table 1.6 For Number And Size Of Screws) Note: 1. For required knee braces greater than 4'-6" contact engineer for specifications and details. 2. Cantilever beam detail shown on page 1-32 shall be used for host structure attachment when knee brace length exceeds 4'-6". Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767.4774 FAX (386) 767.6556 O2003 PAGE NOT TO BIE REPRO UCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I 1 'S9 I SECTION 1 2"x4"OR2"x6" SELF MATING BEAM 1" x 2" SNAP SECTIONS ATTACHED TO 2" x 2" W/ 10 x 1-112" 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) r r s r F3'6 e-cM- _ r ALTERNATE FLAT ROOF I SELECT FASTENER SIZE, NUMBER AND PATTERN SEE TABLE 1.6 & 9.5A OR 9.513) 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 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SCREENED ENCLOSURES TWI. H SEE TABLE 1.3) N-- K-BRACING (OPTIONAL)-:T7GIRT (TYP.) TYPICAL DOME ROOF - ELEVATION SCALE: N.T.S. EXISTING STRUCTURE ALUMINUM BEAM TABLE 1.1 OR 1.8) SIZE MEMBERS PER APPROPRIATE TABLES H J K-BRACING (OPTIONAL) GIRT (TYP.) SCREEN (TYP.) ALUMINUM COLUMNS (TYP.) TABLE 1.3 OR 1.6) 1" x 2" (TYP.) SECTION 1 PURLINS (TYP.) SCREEN (TYP.) CABLE CONNECTION SEE DETAILS SECTION 1) ALTERNATE CABLE 1" x 2" (TYP.) GRADE CABLE CONNECTION SEE DETAILS SECTION 1) RISER WALL WHERE QUIRED RLINS (TYP.) 4GONAL ROOF BRACING EE SCHEMATIC SECTION 1) ABLE BRACING a RIMETER WALLS FRAMING EE 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. 7_-3 _. a SCREENED ENCLOSURES ' PURLIN (gym SCREEN( SEE TE SECTION 1 CABLE CONNECTION SEE DETAILS SECTION 1) GIRT (TYP.) V x 2" (TYP.) GRADE CABLE CONNECTION SEE DETAILS SECTION 1) TYPICAL TRANSVERSE GABLE ROOF - ELEVATION SCALE: N.T.S. EXISTING STRUCTL;- SIZE MEMBERS P APPROPRIATE TABL K-BRACING (OPTIONA RISER WALL WHERE REQUIRED PURLIN (TYP.) ALUMINUM BEAM TABLE 1.1 OR 1.8) DIAGONAL ROOF BRACING SEE SCHEMATIC SECTION 1) ALUMINUM COLUMNS (TYP.) TABLE 1.3 OR 1.6) SCREEN (TYP.) I I SW PERIMETER WALLS FRAMING GIRT (TYP.) TABLE 1.3 OR 1.4) 1" x 2" (TYP.) CABLE BRACING TYPICAL TRANSVERSE GABLE 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 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. PAGE 1-5 SECTION 1 SCREENED ENCLOSURES 5) #10 S.M.S. (MIN.) - x,1-1 /2" x 8" FLAT BAR L e 6 8 e e 125" PLATE OUT ON e 45° ANGLE LT OR TURNBUCKLE FOR 6 CABLE TENSION ESS STEEL (SEE TABLE) RIMETER FRAMING MEMBER TYPICAL CABLE CONNECTIONS @ CORNER - DETAIL 9 SCALE: 3" = l'-0" EITHER A OR B 1" x 2" x 0.125" CLIP AND (4) 10 x 3/4" S.M.S. EACH SIDE FOR CABLES A ALTERNATE' USE (1) 1/4" x 1-1/4" FENDER WASHER EACH SIDE OF FRAME MEMBER B MIN. (2) CLAMPS REQUIRED TYP.) MIN. 1/4" EYE BOLT. WELD EYE CLOSED (TYP.) ALTERNATE TOP CORNER OF CABLE CONNECTION - DETAIL 1A SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 7674774 FAX (386) 767-6556 PAGE COPYRIGHT 2003 1-38 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREENED ENCLOSURES SECTION 9 SLAB MIN. (2) 1/4" OR 5/16" x 1-3/4" CONCRETE ANCHORS ALTERNATE CLIP. 3" ASTM A PRESSED STEEL CLIP TYPICAL CABLE CONNECTION AT SLAB DETAIL - DETAIL 2 SCALE: 3" = V-0" SELECT ANCHOR FROM TABLE 9-1A MIN. SHEAR 607# FOR 3/32" CABLE AND 902# FOR 1/8" CABLE, FOR 3/32" CABLE 5/16" x 2" CONCRETE ANCHOR W/ CABLE THIMBLE AND WASHER 3-1/2" (4" NOMINAL) SLAB (MIN.) SLAB FOR 1/8" CABLE SHALL40HAVEATHICKENEDEDGETO ACHIEVE AND A 3/8" x 2" ANCHOR 5d (MIN.) 2500 P.S.I. CONCRETE 6 x 6 - lox 10 WELDED WIRE MESH OR FIBER MESH CONCRETE ALTERNATE CABLE CONNECTIONS FOUNDATION - DETAIL 2A 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 COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. PAGE 1-39 7. SECTION 1 ADDITIONAL FASTENING, NUMBER OF FASTENERS PER TABLE 1.6 & 9.5 EXCEPT ALL HADED LOCATIONS SHALL BE FILLED MINIMUM OF ALL OUTER LOCATIONS 10) #8 x 1/2" S.M.S. EACH SIDE OF BEAM / POST 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 SCREENED ENCLOSURES om EXISTING 2" x 6" SELF MATING BEAM 10 x 3 1/2" S.M.S. 16" O.C. PROPOSED 2" x 3" x 0.050" SMOOTH SIDE DOWN 1/8" x 2-3/4" x 8" GUSSET EACH SIDE OF POST AND BEAM W/ 6 8 x 1/2" S.M.S. EXISTING 2" x 4" ADDITION'OF 2" x 3" TO EXISTING 2" x 6" S.M.B. 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 1-1 4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 1 ADDITIONAL FASTENING, NUMBER OF FASTENERS PER TABLE 1.6 & 9.5 EXCEPT ALL HADED LOCATIONS SHALL BE FILLED MINIMUM OF ALL OUTER LOCATIONS 10) #8 x 1/2" S.M.S. EACH SIDE OF BEAM / POST 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 SCREENED ENCLOSURES om EXISTING 2" x 6" SELF MATING BEAM 10 x 3 1/2" S.M.S. 16" O.C. PROPOSED 2" x 3" x 0.050" SMOOTH SIDE DOWN 1/8" x 2-3/4" x 8" GUSSET EACH SIDE OF POST AND BEAM W/ 6 8 x 1/2" S.M.S. EXISTING 2" x 4" ADDITION'OF 2" x 3" TO EXISTING 2" x 6" S.M.B. 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 1-1 4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 1 CONNECTOR MAY BE (2) ANGLES, INTERNAL'U' CHANNEL OR EXTERNAL 'U' CHANNEL EACH SIDE OF CONNECTING BEAM WITH SCREWS (PER SECTION 9) CARRIER BEAM SEE TABLE 1.4) MIN. NUMBER S.M.S. @ 3/4" LONG REQUIRED IS EQUAL TO BEAM DEPTH SEE SECTION 9) SCREENED ENCLOSURES e w 6 e PRIMARY BEAM e d (SEE TABLE 1.1 AND/OR TABLE 1.5) e f- 6 w 0 CARRIER BEAM TO BEAM CONNECTION SCALE: 3" = 1'-0" ANGLE OR RECEIVING CHANNEL w J e m PRIMARY BEAM 6 SEE TABLE 1.1 w 6 AND/OR TABLE 1.5) _ e a~ e w 0 6 EXTRUSIONS W/ INTERNAL SCREW BOSSES MAY BE CONNECTED W/ (2) #10 x 1-1/2" INTERNALLY BEAM TO WALL CONNECTION: V 2) 2" x 2" x 0.060" EXTERNALLY MOUNTED ANGLES ATTACHED TO WOOD WALL WITH MINIMUM2) 3/8" x 2" LAG SCREWS PER SIDE OR (2) 1/4" x 2-1/4" CONCRETE ANCHORS TO CONCRETE ORMASONRYWALLADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3" ALTERNATE) ( 1) 1-3/4" x 1-3/4" x 1-3/4" x 1/8" INTERNAL U-CHANNEL ATTACHED TO WOOD WALL WITHMINIMUM (3) 3/8" x 2" LAG SCREWS OR (3) 1/4" x 2-1/4" CONCRETE ANCHORS TO CONCRETE ORMASONRYWALLADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM LARGER THAN 3" CARRIER BEAM TO W,4LL CONNECTION SCALE: 3" 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 20031.36 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. PDESCRIPTION: LAT OF SURVEY P MQ o AS FURNISHED LOT 49, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 0 a= 41 *59'36" L= 36.65' R= 50.00' CB= N57'11'25"W C= 35.83' 1" - 30, GRAPHIC SCALE D 15 30 LOT 50 PI S89' S3'21"W RP' 25. 00' CENTERLINE OF ---"'- RIGHT- OF-WAY m 0uoP Id O mNWrb N oO m PT . W n j CERTIFIED TO AND FOR THE D EXCLUSIVE USE OF: 1= COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, LLC NOTE:' 1, PROPERTY CORNERS SHOWN HEREON WERE SET/ FOUND ON 05-30-03, UNLESS OTHERWISE SHOWN. 2. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 3. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLANE ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. UEARINGS SHOWN HEREON ARE BASED ON THE WESTERLY LINE OF LOT 49 BEING N13'29'36" E PER PLAT. FIELD DATE:) 5/30/03 REVISED: SCALE: 1" = 30 FEET APPROVED BY: WRM 71 S' DRq hgCe 4p• 0' 1 fO-0p04R0 F0 i F<fV An N0R4S 04 Aph 04 0' I ha 3•^ lj0 0' 4. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, pr 5. ALL INTERIOR DIMENSIONS WERE VERIFIED IN THE FIELD AND SHOWN UPON THIS DRAWING. 6. THIS IS AN AS -BUILT SURVEY DELINEATING CONSTRUCTED IMPROVEMENTS ONLY AND COMPLIES WITH SECTION 61G17-6.005 OF THE FLORIDA ADMINISTRATIVE CODE FOR AN AS - BUILT SURVEY. JOB NO. ASM39663 FORMBOARD 6/9/03 CKB DRAWN BY: PLOT PLAN 01-09-03 CKB sT DRMT R qT /a n h 6q0fAMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 ( 407) 426-7979 T 86 g), so Fr 9 Y V p. o LEGEND QFND NAIL AND DISC LB # 68 (05/30/03) 0 FND 1/2-IRON ROD AND CAP LB 16393 (05/30/03) CNA CORNER NOT ACCESSIBLE 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C. B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/ C AIR CONDITIONER CRW CONCRETE BLOCK WALL RP RADIUS POINT CHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE BUILDING SETBACK LINE CENTERLINE tp¢ RIGHT OF WAY LINE EXISTING ELEVATION O CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT PER PLAT M) MEASURED FND FOUND C/ W CONCRETE WALK S/ W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE I HEREBY CERTIFY, THAT THIS SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17- 6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. 4 - 03 FOR THE 1 + FIRM dILLIAM R. 4TEL4JRPSM#14. Nane CENTEX POOLS & SPAS Address, 182 BR I ST L FORE ST TRAIL city-SANF ORD L— 49 subdIvIsion-RESERVE AK MONR E M. 1 1 X 2 2 X 3 2 X 3 lro XfU ry X fU 2 X 3 1 X 2 a 0 I 1 2 X X 2 3 2 X 3 lrxu ccxuo locxljo CXU Cx ojloxi 2 2 X X 3 2 Jb'- U' c 14h r F— Y -il lJX fU rcu 1X X o XRJ lcx2X3CU1 X 0 I U 0 I 7- 6' 7'-07-0' / -7 0` 7-6°— AM EX- 2 2 X 3 2 X 3 U X Fc( xu'jX 2 X 3 m JOB No, PRMONO49