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HomeMy WebLinkAbout208 Casa Marina Pl (2)CITY OF SANFORD PERMIT APPLICATION Permit # :RECEIVED Date: Job Address: (- Description of Work: 0/) S 1006 Historic District: Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPSAddition/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 Cas 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 #: ,1-7 1-1 -U 001 ) CZ (Attach Proof of Ownership & Legal Description) Owners Name & Address: T't pev" Lie (2- OWL 2OWL L• 3,2- l / f Phone_ l i 3a Z- Contractor Name & Address: k3s Al State License Number: Phone & Fax• -EQ. - Contact Person:e- /t r/l Phone: Bonding Company: Address: Mortgage Lender: JyA Address: "- Architect/Engineer: Phone: ' Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws wp�tlah'ng construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOtii; 1 PING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR iX0 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 pnblir.- records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit verific o �w-ill tifythe;o r of th property of the requirements of Florida Lien Law, FS Signatu� wti r/Agent i�a[e Signature of Contractor/Agent ate Pnnt OwnedAgent's N e Print Contractor/Agegt's Name Signature of Notary -State of Florida DateSi nature of Nota /State of Florida Date o n Susan L Matre-Harrison g ry Susan L Matre-Hartison .'` My Commission DD218024 My Commission DD218024 O °j OFG�dl Expires July 12, 2007 caner/Agent is Personally Kno�jn to Me or Contractor/Ag is Personally Known togMe o:r F_xpires July 12. 2007 Produced [D ,pf� / It�Jv F ��-`-Y-'��T--�--r--��-f_Produced ID APPLICATION APPROVED BY: Bldg: �k'2oning: 1`N 2t ol, Utilities: (Initial & ate) (Initial & Date) Special Conditions: w ole I, vAi$ ►- \-5"tt,..t evL 0,v,,,, o „u f,.( (Initial & Date) FD: (Initial & Date) tJ .1/*;�" A i �5emino,e uounty Property Appraiser Uet tntormation by Parcel Number Page 1 of l http-Hwww.scpafl.org/pls/web/re_web. semi nole_county_title?parcel =29193150100000260&cpad=Casa M... 9/5/2006 I PROPERTY APPRAISER 1101 E. FIRST ST _` SANFORD, FL :2771 14Ea 407 -'-565 — 7505e I sfl� .1L. ► 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Number of Buildings: 1 Parcelld: 29-19-31-501-0000-0260 Depreciated Bldg Value: $181,715 Owner. GLOVER BRIAN K Depreciated EXFT Value: $0 Mailing Address: 208 CASA MARINA PL Land Value (Market): $34,000 City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: 208 CASA MARINA PL SANFORD 32771 $215,715 Subdivision Name: CELERY KEY Assessed Value (SOH): $215,715 Tax District: S1-SANFORD Exempt Value: $0 Exemptions: Taxable Value: $215,715 Dor: 01 -SINGLE FAMILY SALES 2005 VALUE SUMMARY Deed Date Book Page Amount Vacllmp Qualified $2,965 WARRANTY DEED 12/2005 $290,500 Improved Yes 2005 Taxable Value: $148,582 WARRANTY DEED 11/2004 $230,600 Improved Yes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value LOT 0 0 1.000 34,000.00 $34,000 LOT 26 CELERY KEY PB 64 PGS 85 - 96 BUILDING INFORMATION Bid Year Base Gross Living Bid Type Fixtures Est. Cost Ext Wall Bid Value Num Bit SF SF SF New 1 SINGLE 2004 10 1,361 2,906 2,321 CB/STUCCO $181,715 $183,551 FAMILY FINISH Appendage I Sqft OPEN PORCH FINISHED 1 128 Appendage I Sqft OPEN PORCH FINISHED / 33 Appendage / Sqft GARAGE FINISHED / 424 Appendage / Sqft UPPER STORY FINISHED / 960 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed 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 year's property tax will be based on Just/Market value. Page 1 of l http-Hwww.scpafl.org/pls/web/re_web. semi nole_county_title?parcel =29193150100000260&cpad=Casa M... 9/5/2006 Iloll logo loin Nifoil IiIIaoil 111100111Nil a111ii11a MARYANNE M(1RSEj CLERK W CIRCUIT CWRT SEMINOLE COUNTY Prepared By )a . rl,(j� ? 8K 06404 Pg 17131 Qpg) CLERK7S # 2006146415 a RI11114I)ED 09/12/2006 11:461144 AN t)IW FEES 10.00 E(?3� �m�Jt�n_b-1 D L McKinley -ter,-�,r�� Spri s _ "�i� 1_7 Cp NOTICE OF COMMENCEMENTDtS:p State: Florida G�!ZERK c7( PYANIME COURT countv.4S 5�;m d r� c�/ ��- �LORIDffl THE UNDERSIGNED hearb gives n ' y g once 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. Iq 211 6b) ooc SEP 122006 1 Description of property: (legal description of property, and street address if available) 2 General Description of Improvements: Install screen enclosure 3 Owner Information: A. Name and Address () c� � >0j7 <_Vr A B. Interest in Property C. Name and address of fee simple titleholder (if other than owner) SAME 4 Contractor: (name and address)Dulando Screen & Awning 835 Sunshine Lane 5 Surely: Altamonte Springs, Florida 32714 A. Name and Address: N/A B. Amount of Bond: N/A 6 Lender: (name and address) 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(1)(a)7, Florida Statues (name and address) N/A B 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 9 Expiration date of Notice of Commencement (the expiration date is 1 year for the date of recording unless different date specified) ognatu--- — � 41b - 07 r,_ 7 3 -a k 3 y_ d re of wner Driver's License Number Owner's Name . /Z Owner's Address set r /_ Srind d �3% / All information must be printed legibly to comply with recording requirements STATE OF FLORIDA COUNTY OF_p j,; ,y ()��. The foregoing i str,- ment was acknowledged before me this by �� e who is pers _Known to me or who has Qduc�'d as Identification a dwho did ot) take and oath. i'l Gir'lyjt[ nature of person taking acknowledgement) (Name of officer taking acknowledgement- typed or stamped i M+atm-Harr�o� (Title or RanK) a DD218024 Expires July 12, 2007 Certificate of Insurance This certificate is issued as a matter of information only and confers no rights upon the Certificate Holder other than those provided by this policy. This certificate does not amend, extend, or alter the coverage afforded by the policies described herein. Named Insured(s): Gevity HR, Inc and its wholly owned subsidiaries including but not limited to Gevity HR, LP; Gevity HR lI, LP; Gevity HR III, LP; Gevity HR IV, LP; Gevity HR V, LP; Gevity HR VI, LP; Gevity HR VII, LP; Gevity HR VIII, LP; Gevity HR IX, LP; Gevity HR X, LP; Gevity HR XI, LLC; Gevity HR XII Corp. 600 301 Boulevard West Bradenton, Florida 34205 Coverages: MARSH Insurer Affording Coverage American Home Assurance Co., Member of American International Group, Inc. (AIG) This is to certify that the policy(ies) of insurance described herein have been issued to the insured named herein for the policy period indicated. Notwithstanding any requirement, term or condition of any contract or other document with respect to which the Certificate may be issued or may pertain, the insurance afforded by the policy(ies)described herein is subject to all the terms, conditions and exclusions of such policy(ies). (Aggregate) Limits shown may have been reduced by paid claims. Type of Insurance Certificate Exp. Date Policy Number Limits Employers Liability Workers' 1-1-2007 RMWC9426922 Bodily Injury By Accident Compensation R3WC9431313 $ 2,000,000 Each Accident Bodily Injury By Disease $ 2,000,000 Policy Limit Bodily Injury By Disease $ 2,000,000 Each Person Other: Employees Leased To: Effective Date: 1/1/06 43880 Florida Exteriors Inc, The above referenced workers' compensation policy(ies) provide(s) statutory benefits only to the employees of the Named Insured(s) on such policy(ies), not to the employees of any other employer. Notice of Cancellation: Should any of the policies described herein be cancelled before the expiration date thereof, the insurer affording coverage will endeavor to mail 30 days written notice to the certificate holder named herein, but failure to mail such notice shall impose no obligation or liability of any kind upon the insurer affording coverage, its agents or representatives. Certificate Holder: City of Sanford PO Box 1788 Sanford, FL 32772-1788 Michael C. Weiss Authorized Representative of Marsh USA Inc. (866) 443-8489 12/15/2005 Phone Date Issued Limited Power of Attorney Date: I hereby name and appoint, r K, iieC`,t11 _ of Dulando Screen & Awning, Inc to be my lawful atiorney in fact to act form dane pply to 6 T fora CY7�f SCrL P�c1c7�1 Permit for work to be performed at a location described as: Parcel ID#: '29 Section:�/ Township: /% Range: Lot: Block: Subdivision: e'leleai Kea Address of Job: ,-�20E �Ce SS 11��� � ��Cc it � F ?.2, 7'? Owner of Property and address: n r� And to sign my name and do all things necessary to this appointment. Printed name of Contractor: /�(_ r)") /r%'_ / ._ ,v;d !)Lkl Contractor License #: > �'.-C % , % /f j:, l Signature of Contractor: State of Florida County of i'Y) The foregoing instrument wqs acknowledggd this % day of 2� �n(n , by �lgi J �� to JC,? who personally appeared before me and acknowledged the signed the instrument voluntarily for the purpose expressed in it. 4'ersonally Known or Produced Identification (Type of identification) Susan L Matre-Harrison Signature of Notary Public, State of Florida ,v �� My Commission DD218024 �o �a 1.0 Expires July 12, 2007 (Seal) Print or Type Name of Notary Public BOUNDARY SURVEY LEGAL DESCRIPTION. •PAGLOT 26, E(S) 85CELERY OF THE PUB�ICORECORDS OF SEM/NOLEECORECORDED IN PLAT BOOK 64, COUNTY, FLORIDA 9319 SCALE: 1 "=20' CURVE TABLE CURVE RADIUS I LENGTH DELTA C-1 875. Do' 67.31' 0474'18" C-2 875.00• iJ4.62' OB -48'06•• LEaND X - FOUND *X- CUTIN Coma O - SET 1/2' REBAR AND CAP PSM / 5144 0 - FOUND PROPERTY CORNER 0 - 4' x 4' CONCRETE MONUMENT 0 - HELL © - GAS METER !f -FIRE HYDRANT ® . COVERED AREA - CONCRETE A/C - AIR CONDITIONER b - CENTRAL ANGLE C.B. - CHORD BEARING C.B.S - CONCRETE BLOCK STRUCTURE C.M. - CONCRETE MONUMENT GM.U. - COtCRETE MASONRY UNIT CONG - COV. - COVERED C.P. _ CRETE POKER POLE D.E. - DRAINAGE EASEMENT E - EAST ENT. - ENTRANCE F.F.E. - FINISHED FLOOR ELEVATION FND - FOUND ID. - IDEN77FICATION J. p. - IRON PIPE / �-IRON ROD ARC LENGTH L.B. - LAND SURVEYTNG BUSINESS L.P. - LANDING PAD L.S. - LAND SURVEYOR M - MEASURED N - NORTH N&D - NAIL AND DISK - NUMBER P - PUT P.C. - POINT Or CURVATURE P.C.P. - PERMANENT CONTROL POINT P.0.a - POINT OF BEGINNING P.O.C. - POINT Or COMMENCEMENT P.O.L - POINT ON UNE p.R.G - POINT OF REVERSE CURVE pR.M. - PERMANENT REFERENCE MONUMENT p. T - POINT Or TANGENT R - RADIUS R - RIGHT OF WAY RAD -RADIAL S/W -SIDEWALK S -SOUTH STY. - STORY U.E. - U77UTY EASEMENT W- HEST W.F.S- WOOD FRAME STRUCTURE W.M.- A TER METER W.P.P. *VGO POKR POLE - R1CHT-OF-WAY UNE CEN7jtLINE BUILDING SETBACK UNE BARB HIRE FENCE —x—x— W000 FENCE CHAI& LINK FiNCE OVERHEAD UnUTY LINES )0/ /> i LOT 25 DRAW BY CHECKED BY,• MP BRETT CERnFlED TO BRIAN GLOVER WACHOVIA MORTGAGE CORPORATION SOUTHERN TITLE & ABSTRACT UNITED GENERAL TITLE INSURANCE CORPORATION COMMf;NITY ND. 120294 PANEL: SUFFIX: FLR.M. DATE.' 0065 E 04/17/95 FLOOD ZONE SURVEY NO. FlELD DATE: 15254 11/19/05 R '0Q 010 Io• n?L �o yo •�-p I I I I O N Ni TRACT A cV N01 JB'1�"E 57.68' (P) I I I I I I I I I 4i I I W I i I I I I I I I I I I I I W I I —110.8—f015- 7-7'77.1_— I r I I I I I I I ONE STORY I I I o o CAS I I I 00 I i I I I I I I 5.0 I I I I -t 114 iJ.O 18.0 12.J t- I tn ' I `• :GONG •- •,�' I L--- ---- ----- - - ---J C-1 t I I -CASA MARINA PLACE _ (50' R/W) SHOWUPON THERINGS NORTHERLY LOTREON LINE OF LOT 26AREoBEING N8975'58"E PER PLAT Long Surveying, Inc. "Specialising in Residential Surveying" 101 N. Country Club Road, Suite 220 Lake Mary, FL 32746 Office 407-330-9717 or 407-330-9716 Fax 407-330-9775 WWW. LONGSUR VEY/NG. COM �S WDfrrrl�. O � UN N W LOT 27 N Z NOTES 1) Ibis su (Y to based on the Isgd dsfc*'Aon proddsd b) the C,I f 2) This rwyy hog ro! nbstmetd the fond sho hereon fid to onto. rlghfs o! Way or reatrietkns of r ord whkh mo aryeef Ne tl8e or urs Ihp+liWr bug q tN* J) Oo of reean*trvet property 4) No foothq or overhangs how bean laeotd axeept as show 5) N M•nprov6- nenfs or UNIIUes how b*— ! at *Neat a* sh wn 6) 7h survey Is not val/d without the sl ature and the ort d rolsd sed of o Florida /k d Suns and Mapper ! c 4 y was made under my direct, !t meets th h/mum technical standards get bYand a�BK 61 of 6. Florida Ad,"h/al Land srotiMCde, app our nt to S on 472.027, Florida Statutes. T% T : vt C, ck 12YI ............ 03 .. . ........... . ... nn FF HN ir I P n P, d7k --------- . ... ..... — . . ...... . . . .... ................ . ........... — .............. ... ... . ...... . . .... N RM, in --i January 01, 2006 LAWRENCE E. BENNETT, P.E. P.O. BOX 214368 . SOUTH DAYTONA, FL 32121 386-767-4774 TO ALL BUILDING DEPARTMENTS a SCREENED ENCLOSURES SECTION 1 ,r W PURLINS (TYP.) ( �--- t , SCREEN (TYP.) 9 � CABLE CONNECTION N (SEE DETAILS SECTION 1) H iI �� o ALTERNATE CABLE (SEE TABLE 1.3) II 44 1"x 2" (TYP.) !I 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) ! I PURLINS (TYP.) L SIZE MEMBERS PER DIAGONAL ROOF BRACING APPROPRIATE TABLES (SEE SCHEMATIC SECTION 1) CABLE BRACING I ED K -BRACING (OPTIONAL) a U ` GIRT (TYP.) SCREEN (TYP.) SW ALUMINUM COLUMNS tiYP.) (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. FL # 16644 CIVIL ENGINEER -OEVELOPA(EN7CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. Fl 3212-, TELEPHONE: (386) 757-477A - FAX: (386) 767ZS56 PAGE © COPYRIGHT 2064 NOT TO BE REPRODUCED IN WHOLE. OR IN PART WITHOUT THE WRI' cN PERMISSION OF LAWRENCE E. SENNETT. P -F- -� 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 3'-0" Tributary Load Width 'W' = Beam Spacing 3'-V t 4'-C"' 1 5'-0" 1 6'-D" 7'-0" j 8'-0" 9'-0" Allowable Span V/ bending 'b' or deflection 'd' 2" x 2" x 0.044" 9'-10" b 8'-7" b 1 T-6" b 6'-11" b ii -a"" b 61. V, b 2" x 2" x 0.055" 10'-g" b 9'-0" b 8'-4" b 1 7'-7" b 7'-1" b 6'-7" b 1 5'-3" b 0.045" 13'-�" b 11'.7- b i 10'-4" b 9'-5" b 8'-0" b 8'-2" b 1. 7'-8" b 2" x 4" x 0.050" 14'-8- b 12'.8" b 11'-4" b 10'-4" b o' 7" b 8'-t 1" b 8'-5" b Self Mating Sections 3'-0" Tributary Load Width 'W'= Seam Spacing 4'-0" 5'-0" 6'-0" 7'-0" 1 8'-0" Allowable Span V/ bending 'b' or deflection 'd' 2" x 4" x 0.D44 x 0.100" 19-11" b 17-4" b 15'-6" b 1 14'-2" b 13'-1" b 1 12'-3' b 11'$" b 2" x 5" x 0.050" x 0.100" V 24'-9" b 21'-S" b 19'-2" b i 17'-0" b ' 6'-2" b 15 ==" 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 ? 8'-9" b 17-6" b 161-6" b 2" x 7" x 0.055" x 0.120" 32'-3" b 27'-11" b 1 24'-11" b 22'-9' b 21'-1" b 19'-9" b 18%7' b 2" x 7" x 0.055" w/ insert 1 42'-10" b 37'-1" b 33'-2" b 30'-4' b 28'-1" b 26'-3- b,j 24'-9" • b 2" x 8" x 0.072" x 0.224" 1! 41'-7" b 36'-1" b 32'-3'_'_b 1 29'-5' b 27'-3" b 1 25'-6" b 2" x 9" x 0.072" x 0.224" 45'-1" 0 39'-1" b 34'-11" b 1 31'-11" b 29' -Pa" b 27'-8" 0 25'-1" b 2" x 9" x 0.082" x 0.310" 49'-6" b 1 42'-11- b 1 38'-4" b 1 35'-0" b 32'-5" b 30'-A" b 28'-7" b 2" x 10" x 0.092" x 0.369" 59'-0" b 51'-7" _oL 46'-1" b 1 42'-1" b I 3a'-1 1" b 36'-5" b 34'-4" b Snap Sections 3'-0" Tributary Load Width 'W' = Beam Spacing 4'-0" 5'-0" 6'-0" 7'-0" 8'-0" Allowable Span 'L' J bending 'b' or deflection 'd' 9'-0" 2" x 2" x 0.044" 11'-9" b 1C b 9'-1" b I -8'-4" b 7-8" b i T-2' b 6-9" b 2" x 3" x 0.045" 15'-1" b l 13'-1" b 11'-8' b 10'-8". b 9'-1- 0" b 9'-3' b 8'-8" b 2" x 4" x 0.045"::=15" b 1 15-11" b 1 14'-3" b 13'-0" b' 2'-1' b 1 b 1 10'-8" b 2" x ii" x 0.062" 2" x 7" x 0.062" 31'-3" 34'-9" b 27'-1" b 30'-1- b 1 24'-2" b 1 26-11" b 1 22'-1" b l 24'-7" b 20'-5" b 24-9" b 1 19'-2" b 1 21'-"s" b b 18'-0" 20'-1" b 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 ano upright neioht 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 W -m r Sq. Ft. for up to a 150 to.P.h. wind ioaa. 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 02ce to beam connection to the above spans for total beam spans. 6. Purlin spacing shall not exceed 6'- 8'. For beam spans greater than 40'-0" the beam at the Center purlin and one purlin for earn 14'-0" on each side of the center purlin shall include lateral bracing as shown in detail (48'-0') span with purfins at 6'- 8" o.c. center purlin and (2) purfins 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'x" �L�N I'EJI Lawrence E. Bennett; P.E. FL r 16644 CivtL E!lGWE=R - DEVELOPMEN7 CONSULTANT P.O. BOX 214368. SOUTH OA`7DNA. FL 3212: TELEPHONE: (386) 767774 FAX: (386) 757.65b PAGE © COP`!RJGKT2004 1-56 1 qOT TO BE REPRODUCED IN WHOLE OR !N PART WITHOUT THE WRrT7-=N PERMIS.SfON OF LAWRENCE E. BENNETT, PF SECTION 1 1 SCREENED ENCLOSURES Table 1.3 Allowable Post 1 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 x 1 sq. ft.' Hollow Sections T -O" Tributary Load Width 'W' = Upright Spacing 1 9'-0" 3'4" F 4'-0" Allowable Height'H' / bending'b' or deflection'd' j 2" x 2" x 0.044" 8'3" b 7'-3" b 5'$" b>-11" b 5'-6" b 5-1° b- 10" b 2" x 2" x 0.055" 9'-1" b i'-11" b 7'-1" b F-5" b 5-11" b b 2" x 3" x 0.045' 11'-3" b 9'-c" b B'-9" b 7'-11" b 7'-5" bo' `" b ='-o b 2" x 4" x O.OSO" 12'-5" b I 10'-9" b 9'-7" b 8'-0" b 8'-1" b br 12=1" Self Mating Sections T -O" Tributary Load Width 'W'= Upright Spacing 4'-0" 1 5'-0" 6'-0" "d 7'-0" 8'.01 Allowable Height'H'1 bending'b' or deflection'd' 1 9'-0" 2" x 4" x 0.D44 x 0.100" 16' 11' b 14'-B" b 13'-1" b 11'-11" b i111'-1" b 10'-4" b E'•9 b 2" x S" x 0.050"x 0.100" t 20'-11" b 1.8'-1" bj 16'-2" bj b 1 5-9" 1b 12'-10" br 12=1" b 2" x 6" x 0.050" x 0.120" 2" x 7" x 0.055" x 0.120" 24'-2" 27' 3' b 20'-11" b 23'-7" bi 18'-9" b 21'•1" b 1T-1" b 19' 3" b 15' 10" b l 17'-10" b 14'-10" b 16--a" b 13'-11" b %5-9" b b 2" x 7" x 0.055" wl insert 36'-3" b 31'-4" b 29'-1" b 25'-7" b 23'-9" b 27-2" b -11" b 2" x 8" x 0.072" x 0.224" 35'-2- b 30'-s"b 2''-3" b 2a'-10" b 23'-4" b 2"-0" b 2 '-1" b 2" x 9" x 0.072" x 0.224" 38'-Z" b 33'-0' b 29'-6" b 26'-1 ;" b 24'-11" b 23'-4' b 22'-0" b 2" x 9" x 0.082" x 0.310" 2" x 10" x 0.092" x 0.369" 1 4 i'-10" 1 50'4" b 36'-3" b 43'-7" b 32=5" b 1 38'-11" b 29'-7 b 35'-7" b 1 27-5" b 1 32'-11" b 2S7" b 30'-10" b -2" b 29'-1" b b For atlowable nelgnts atwina ve,ocrues w-ul kl-,-•�._.. --- - - for tables at the beginning of this section and example below. Note: T hlCKnesseS snown are "nominal' inaustry stancaro toierances. No waii trncKness snali oe iess than 0.040". 2. Using screen panel width'W' select upright length'H. 3. Above heights do not include lenoth 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. S. Height is to be measured from center of beam and upright connection to fascia or wall connection. o". Chair rails of 2" x 2" x 0.044" min. and set @ 36" in height can be considered as residential guardrails provide 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 1.5 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. M. � � I R�'v W, 11u, Lawrence E. Bennett, P.E. FL # 16644 C1VIL ENGINEER - OEVSLOPMENT CONSULTANT P.O. BOX 214368. SOUTH OAY'ONA FL 32121 TEL:PHONE: (W)767"--4 ,AX: (386) 767-6556 PAGE © COPYRIGKT2004 1-5$ NOT TO BE REPROOUCED IN WHCLE OR IN PART WITHOUT THE 'NRIT cN PERM15StON OF LAWRENCE E. BENN.P� Tributary Load Width W'= Upright Spacing Snap Sections 3'-0" 4'-0" 5'-0" 1 6'-0" Allowable Height 'H' I bending 'b' or deflection 'd' 2" x 2" x 0.044" 9'-11" b 8'-7" b T$" b T-0" b 6'-6" b 1-6--l- b 1 5-9" 1b 2" x 3" x 0.045" 12'-9" b 11'-0" b 9'-1o" b 9'-0" b 8'-4" b 7-10" b 7-4" b 2"x 4" x O.D45" 15'-7" b %T -o b 1 12'-1" bi 11'-0" b 10'-2" b o -» b �."." b 2" x 6" x 0.062" 26'-5" b22'-10" b I 20'-S" b 1 18'-8" b j 17-3" b 1 16'.2" b 15'-3'.b 2" x 7" x 0.062" 29'-5" b 25'-5" b 22 9" b 20'-9" b 19'-3" b I 1T-11" b j 15-11" b - moi" e A -- tt- .nneifiratfnn naee For atlowable nelgnts atwina ve,ocrues w-ul kl-,-•�._.. --- - - for tables at the beginning of this section and example below. Note: T hlCKnesseS snown are "nominal' inaustry stancaro toierances. No waii trncKness snali oe iess than 0.040". 2. Using screen panel width'W' select upright length'H. 3. Above heights do not include lenoth of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 4. Site specific engineering required for pool enclosures over 20' in mean roof height. S. Height is to be measured from center of beam and upright connection to fascia or wall connection. o". Chair rails of 2" x 2" x 0.044" min. and set @ 36" in height can be considered as residential guardrails provide they are attached with min. (3) #10 x 1-1/2" S.M.S. into the screw bosses and do not exceed 8'-0" in span. 7. Heights may be interpolated. CHECK TABLE 1.5 FOR MINIMUM UPRIGHT SIZE FOR BEAMS. IF SPANS FOR; C' EXPOSURE CATAGORY AND/OR WINDZONES OTHER THAN 120 MPH ARE REQUIRED, SEE EXAMPLE ON SPECIFICATION PAGE FOR TABLES AT THE BEGINNING OF THIS SECTION. M. � � I R�'v W, 11u, Lawrence E. Bennett, P.E. FL # 16644 C1VIL ENGINEER - OEVSLOPMENT CONSULTANT P.O. BOX 214368. SOUTH OAY'ONA FL 32121 TEL:PHONE: (W)767"--4 ,AX: (386) 767-6556 PAGE © COPYRIGKT2004 1-5$ NOT TO BE REPROOUCED IN WHCLE OR IN PART WITHOUT THE 'NRIT cN PERM15StON OF LAWRENCE E. BENN.P� SCREENED ENCLOSURES Table l.6 Minimum Upright Sizes and Number of Screws for Connection of Roof Beams to Wall Uprights or Beam Splicing SECTION 1 Beam Size Upright Size Minimum Purlin, GirtDeck I Notes &Knee grace Size" (Anchors( Minimum Number of Screws'{ #8 x '.:" #10 x t:" 'r #12 x Yx" Beam Stitching Screw @ 24" O.C. X 3" 2" x 3" < x "'" x 0.044" I #10 I cull Lao 6 i 2" x 8" x D.OT 2" x 0.22x" 118" z 0.125•, - 2" x 4'. • 2" x 3" 2" x 2- x 0.044" 2 Full Lao 8 6 12" x 2" x c.eaT x 0..306" ( #a x 4" 2- x 4" 2" x 2' x 0,044" 2 Full Lao 8 6 2" x 5" x 3" ( 2" x 2" x 0.044" J 2 Full Lao } 8 6 .4 #8 ='x S" I :"x 3" i _ x_ xl'.v-- i ;:t:fLac f 'V o C -10 2" x 6" ^" x 4" 2" x t" x 0.044" Partial Lan 1 S J 6 =,0 1 .. 7" _ �•• - .t • _ t = 3r!io� -a:: t '• I i L' #1'2 2" x 8" 1 o" x 5" x 2" x 0.0x4" I E Partial Lao i5 14 12 :1c 2" x 9" 2" x 6" ! " x 3" x 0.045" I A Paniat Lag f 18 16 14 #14 2` x x 7" i x - x 0.030" - °amai Lao' 20 1a 16 #14 2" x 10" 2" x 8" 2" " " x 0.050" 11, i Partial Lac 20 18 16 '14 Screw Sire ' I Minimum Distance and Spacino_ of Screws °dee To Center I Center To Center J Gusset Plate Thickness _ Beam SizeThickness 0' - 2'-0" 2" x 2' x O.Odt" H -Channel With (3) #10 x 12" EACH SIOE 2" x 7" x 0 055" x 0.120" ( 1116" = 0.063" I #10 I 31" i 3l:." i 2" x 8" x D.OT 2" x 0.22x" 118" z 0.125•, #;� 24"T? 1/8" : 0.125" 311 Or 114" , �" 12" x 2" x c.eaT x 0..306" 1/8" - 0.125" 1-314" ( 2" x 10" x 0.092" x 0.369" 114"m 0.25- ,25"3,8 a! 8 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. Connet."ion of 2" x 6" to 2'x 3" shall use 3 `ul! la^ cut o. .!15" ousset plate. 2. All gusset plates shall be a minimum of 5052 Y-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 112 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 laroer 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 314" long screws. i 0. The stoe wait upnght snail nave a minimum beam size as snown above, ie., a 2" x 4" upright shall have a 2' z 3' beam. 11. Connect beam to upright wl H -bar, gusset plate, or angle clips for each splice with 112 the screws on each side of the cut 12. For girt size use upright size (i.e. 2" x 6"). Read the 2" x "o" beam row for min. girt of 2" x 2" x 0.04.4". Table 1.7 Minimum Size Screen Enclosure Knee Braces and Anchoring Required Aluminum 6063 T-6 Brace Length Extrusion I Anchoring System 0' - 2'-0" 2" x 2' x O.Odt" H -Channel With (3) #10 x 12" EACH SIOE To T --0Y 2" x 3" x 0.045" 2" H -Channel With (3) #10 x 12" EACH SIDE To 4' b" 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) � tat O F (See Table 1.6 For Number And Size Of Screws) N ote: 1. For required knee braces greater than 4'-$" contact engineer for specifications and details. 2. Ca. id"ever :,earn aeiail shown on page t-32 shah oe useo for hest structure artachment when knee brace length exceeds 4'"6". Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - OEVELOPMEN7CONSULTANT P.O. BOX 214362• SOUTH DAYTON,t FL 32121 TELEPHONE: (366) 767-4774 ' FAX: (386) 767-6556 PAGE @ CCPYRIGKT 2004 NOT TO 3E R_PROOUCED iN WHOLE OR IN PART WITHOUT THE WRn T•2N PERMISSION OF LAWRENCE E. BENNETT. P-2 �6 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 W1(2) #10 x 1-1/2" S.M.S. ATT ACH 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) 6�PM � I'I i � f 6° r ALTERNATE FLAT ROOF i SELECT FASTENER SIZE, NUMBER AND PATI EERN (SEE TABLE 1.6 & 9.5A OR 9.5B) 2'x 3" HOLLOW OR SNAP SECTION e� ci nvIfJr; REAM TO UPRIGHT CONNECTION DETAIL (PARTIAL LAP SCALE: -3"= 1'-0" Lawrence E. Bennett, P.E. PL # 16644 CIVIL ENGINEER - OEvELOP &IT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 757-6774 FAX: (386) 767.85% PAGE © COPYRIGHT 20u4 NOtTO BE REPROOUCct) iN WHOIc OR IN PART WITHOUT HE WRffTEN PEghtiSSICN OF LAWRENCE = BENNEfT, P= SCREENED ENCLOSURES' STRAP -- SUPER OR EXTRUDED GUTTER SECTION 11 II "1 STRAP LOCATION FOR SUPER OR EXTRUDED GUTTER REINFORCEMENT SCALE: 318" = V-0" 2" x _" x 0.050" STRAP @ EACH BEAM CONNECTION AND @ 1!2 BEAM SPACING W.1 (S S.M.S. PER STRAP (SEE SECTION 9) I ALTERNATE � 2" S.M.S. OR LAG SCREWS t TRANSOM (SEE SECTION 9) UPRIGHT E ` SUPER OR \e EXTRUDED , 1 \ 6� GUTTER ANGLE OR RECEIVING OHANNEL (SEL SE I ION 9 FOR DETAILS) SELF MATING BEAM MAX. DISTANCE FROM FASCIA (SIZE VARIES) TO HOST STRUCTURE WALL BEAM CAP "`"'—'— 24" WITHOUT SITE SPECIFIC SCREW PATTERNS MAY VARY pL EN, IGi"i i WED (SEE TABLES OR NOTES FOR p nn��® MY OF AN SIZE AND NUMBER OF SCREWS) SELF MATING BEAM CONNECTION TO SUPER OR EXTRUDED GUTTER SCALE: 3"= V-0" I Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P,O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 767?74 FAX: (386) 767-6" PAGE @ COPYR)GHT2004 1-21 NOT TO BE REPROCUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION 1 SCREENED ENCLOSURES COMPOSITE 2" x 3" EAVE GIRT ¢ CL r — �2> I @ 2 x 6 BEAM - SCREEN ROOF U SCREW SIZE Q w I @ ® (SEE TABLE 1.6) a 1 POST ' 1 Q (SEE TABLE t.3) 45" ± SCREEN (MAY FACE IN OR OUT) - IF KNEE BRACE LENGTH EXCEEDS TABLE 1.7 USE CANTILEVERED BEAM LENGT F KNEE 4CE CONNECTION DETAILS (2) 2" SCREWS (SEE SECTION 9 FOR SIZES) 2 STRAP - LOCATE AND FASTEN PER STRAP LOCATION DETAIL PAGE 1-21 i REQUIRED KNEE BRACE @ MINIMUM SIZE AND __�����______JJJJ ® SUPERO SOFFIT CONNECTION (SEE TABLE 1.7) EXTRUDED KNEE BRACE ATTACHMENT ® GLITTER 6" ABOVE TOP OF CUT I1 ER (MAX.) 2" X 2" ANGLE Vql i i•' (moi) S.1VI.S- (SEE SECTION 9 FOR SCREW a SIZES) EACH SIDE TO BEAM MAX. DISTANCE TO TO SUPER OR EXTRUDED HOST STRUCTURE 24" GUTTER WITHOUT SITE FASCIA AND SUB-FASCIA SPECiFiC ENGINEERING SUPER OR EXTRUDED GUTTER RISER (OR TRANSOM) WALL AT FASCIA - DETAIL 2 SCALE: 3'= V-0" ry Of SOW" Lawrence E. Bennet, P.E. FL #r 16644 CIVIL ENGINES - OEVE OPMEJT CONSULTANT P.O. BOX 274368. SOUTH DAYTONA, FL 32121 TELEPHONE (386) 76747,74 FAX: (386)767-6E-56 PAGE - © COPYRIGHT2004 NOT TO BE REPRODUCED IN WHOLE OR IN PAS WSTHOUTTHE WRfi EN ►E=KION OF LAWRENCE E 9F�1NEiT, P.c SCREENED ENCLOSURES PANELS / ELEMENTS UNBRACED BY HOST STRUCTURE. TO BE BRACED BY DIAGONALS IN PERIMETER PANELS (MIN.) ELEMENTS BRACED BY HOST STRUCTURE CONNECTION BEAMS AND If OR PURLINS SECTION 1 HOST STRUCTURE OELEMENTS BRACED BY DIAGONALS ALTERNATE BRACING — --- -- PATTERN, CORNER BRACES STILL REQUIRED CABLE OR F- K—BRACING (IN WALLS) F . i � s 0z � J gix w Q. ca / � I lid J ` TYPICAL LAYOUT BEAMS OR PURLINS CABLE OR MM ���CABLE OR K ILS w/� (IN WALLS) N ( 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.- 318" = V-0" Lawrence E. Benne U. P.E. FL ' 1664? CIVLL ENGINEER - DEVELOPMENT CONSUL7AN7 P.O. BOX214368. SOUTH DAYTONA FL 32121 Tc:cPHONE: (38677671774 FAX: (366) 767.65% PAGE © COPYRIGHT 200s MOTTO BE REPRODUCED 1N wHOL= OR IN PART WITHOUT THE WR1TT=..N PERMISSION OF 1p WRENCc E 9��1NT. —j P ✓ '3� SCREENED ENCLOSURES (5) #10 S.M.S. (MIN.) - 1/8" x 1-112" x 8" FLAT BAR ® e 6 e G 0.125" PLATE OUT ON 45" ANGLE EYE -BOLT OR TURNBUCKLE FOR G CABLE TENSION STAINLESS STEEL (SEE TABLE) PERIMETER FRAMING MEMBER TYPICAL CABLE CONNECTIONS AT CORNER - DETAIL 1 SCALE: 3"= V-0" EITHER A OR B 1" x 2" x 0.125" CLIP AND (4) #10 x 314" S.M.S. EACH SIDE FOR CABLES ALTERNATE: USE (1) 114" x 1-1/4" FENDER /— WASHER EACH SIDE OF p FRAME MEMBER \. MIN. 114" EYE BOLT. WELD EYE CLOSED (TYP.) ALTERNATE TOP CORNER OF CABLE CONNECTION - DETAIL 1A SCALE: 3"= V-0" Lawrence E. Bennett: P.E. FL T 16644 CNIL e'NGINE5R - DEVELOPME-1CONSULTANT P,O. BOX 274368. SOUTH DAYTONA. FL 32721 TELEPHONE: (386) 767-:774 FAX: (386) 767-65M PAGE © COPYR1GkiT20041.41 NOT TO BE REPRODUCED IN WHOLE OR 1N PART WITHOUT THE WRITTEN PERMISSION OF LAWREJ7GE c BENNE. P SECTION 1 SCREENED ENCLOSURES 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: M/ti MIN. 3-3/4" SEE PAGE 1-38 FOR NUMBER -V .(4- NOMINAL OF CABLES REQUIRED SLAB DISTANCE FROM EDGE OF SLAB = 5(D) OF SCREW ALTERNATE CABLE CONNECTION AT SLAB DETAIL - DETAIL 213 0 c a 5-1/2" (6" NOMINAL) SLAB (MIN.) SCALE: 3"= V-0" \\ \\ 5d (MIN.) v �•�i 5d (MIN.) tiJ SELECT ANCHOR FROM TABLE 9-1A MIN. SHEAR 607# FOR 3/32" CABLE AND 445# FOR 1/8" CABLE, FOR 3/32" CABLE 1/4"x 1-1/2" CONCRETE ANCHORS (MIN.) 2500 P.S.I. CONCRETE 6 x 6 -10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE ALTERNATE CABLE CONNECTIONS @ FOUNDATION - DETAIL 2C SCALE: 3" =1'-0" Lawrence E. Bennett, P.E. mas arm ,v D16VV CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 �� U TELEPHONE (386) 767-4774 FAX (386) 767-6556 PAGE -. _...� ...... w i� COPYRIGHT 2004 - - - - 1-4® NOT TO 9E RSP-RCDUCED IN W?IOLE OR LN ?ART WITHOUT THE WRIT -M -N PERMISSION OF i.f.'WRHNCF- E 8ENNET, P.E. SCREENED ENCLOSURES 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 SECTION1 POST SIZE 2" x 4" MAX. MIN. 3-1/2" SLAB 2500 P.S.I. CONCRETE 6x6 -10x10 WELDED WIRE MESH OR FIBER MESH CONCRE t E 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 SECTION 9) EACH SIDE MIN. 3-1/2" SLAB 2500 P.S.I. - o x 6 -10 x 10 CONCR22 7 c WELDED 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-ANCHOR70 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 SIDE WALL ALTERNATE POST TO BEAM AND PLATE TO CONCRETE , u���W LF SCALE: 3" = 1'-0" YUANa ®� C� U tl U� Lawrence E. Bennett, P.E. FL # 16044 CIVIL ENGINEER - 0EYELOPAfE"TCONSUL7ANT P.O. sox 214368, SOUTH OA:'TONA. FL 32121 T-.LEPHCNE (386) io1-t7T4 FAX: (W) 7S PAGE © COPYRIGHT 2061 MOTTO BE REPRODUCED IN WHO=: CR IN PART Wt7HOUiTHE WRTi7z--N PERMISSION OFLAWRENC`E BENNETT. P.E. 1 ��