Loading...
HomeMy WebLinkAbout325 Lusitano Way8-26-203 9:-331AH FF -'OH CITY OF SANFORD PERMIT A?rtl(CATION ECEiVED AUG 3 12005 Permit # L-\\ Date: _ Job Address: __.&S %•�S 1'iMa1JC5 W�� _ ' t SLAB So E-,n9T1 (' !Z'�CZ 1 sc r� RTio ooe Description of�6'orK: _�flp-I- • 1 G�o�.• a� Historic District: /> _ Zoning: Value of Work: Permit Type: Building i lcctrical -- _ Mechanical Plumbing _ Fire Sprinkler�Alann fool Electrical: New Service - # of AMPS _ AdditiotvAltcration _ Change of Sen'icc Temporary Poie _ mechaoical: Residential Non—Residential, Replacemtnt New _ (Duct Layout & Energy Ca1c. Required) Plumbing/ Nen' Commercial' # of Fixtures # of Water &. Sewer Lines ft of Gas Linc: PluntbingJNew Residential: 4 of Nater Closets Plumbing Repair - Residential or Commercial _ Occupancy Type: Rasion rltial — Comincrcial Industrial Total Square Footage: P. 'I Construction Type; # of Stories: # of Dwelling Units: Flood Zone: (Y'VNIA forst required for trki*cr that! X) Parcel #: Zo r3 �jQl'j (Attuch PrvPf of Ownership &: Legal Uvstriptlon) Owners Name & A ddre— '5?_ 0s '1-g0o Wig,/ }o og'D 3t2�773 _Phone: 87' 82� Z-409 Contractor Numr-& Addl'ess: VU 1 �I►JG- ast- Phone. &' FaN, rp, Sanding COMMIT Address .3Z7o / $trite License Number: t�1'1G Contract Persow r Vbo VlL l s, aje, Plwne: 4107 X16 =IV I 13origugr. Letldcr; /J ►� _ Address: -- 4rchitrc:t/lutrgsneer; A% la Phanc: „r Address; PAX'.- Application is hereby ni.ide to obtain a permit to do the work and in:aallations as indicated, i certify that ao work or installation has eomrteneed prior to @te issuance of a pet•mit and that all work will be perforrned to meet standards of all laws regulating construction in this jurisdic.t.i,+in, understand that a separatc, permit mast be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, 801LERS, f,EATF..RS, TANKS, and .MP CONDi'fICtNERS, etc. OWNER'S AFFID:�,uL(j, t certify tbgt all of the foregiing information is accurate and that all work will br dont in eontpl+ance with all appiicable li+w5 t++Yul3tin coostru;tiou and zoning. WARNING TO OWNER: YOUR FAiLURE'FO REWORD A NOTICE OF COMMENCEMENT MAY RESULT IN YMIR PAYING TWICE FOR IMPROVEMENTS 1'0 YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WiTH YOUR LENDER UK AN ATTORNEY BEFORE. RKOROfNG YOUR NOTICE OF COMMENCEMENT. NIOTIC.E- In addition to the rrquireaWls of tl+is permit, there may be additional restrictions applicable to this property that may be found in thz public records of this county, and there cony be additional permits required from tithe: T;overnmental entities such as water management. districts, state agencies; o, frde.rtil ai;BnGec. .Acceptance of e . i '.. rifw. i4q that i will notify ncc owner of the pr,)pem' Of the rcqui en�eri+jti Linn Jiw, F$ 7I3. e ignat re.ctl'O 'ner!4Ront nn Uak Sit \j Date ` Nr-,�' r.r�.c�.f� G LbtsA�-D CS• G€�SS��Et2 -ty Print n&/Agci3KNamj ore of Notacv- ,a,: Florida VYW SU1 Owncr,'Agont is r x,a'iJO` _ produced IU - J lied A.PT'i.ICATiON APPROVED I3 I(nival6 Date) Spccial Conditions: Print Cbtitr r,'A ws Name �• 4 2I-U� Date Signator<afil.NS:aiy MY COMMISSION # DD 164280 8 EXPIRES: November 12, 2006 � V BondedThru Butipt Notary Services Cu t'ractorlXgAt is Fcrso l.ty ):r,+)wet to Me or _ IB � Produced I n - � ^ Yq g: Utilities: _ FI.i; (Initujl & Date) (Initial k, Uauel (initial & Date.) p� THIS INSTRUMENT PREPARED BY: NAME CraSSEL��I FL 3 27C>% NARYAW NORSE, CLERK OF CIRCUIT C"T MNOLE MUM BK 05882 x=61 v ()9_05 CLERK'S V 2005149-242 WWRIki) OUSUM Q.040. z. L44 PH REQ14DINS FEES 10.10 RE RDED BY t holden CERTIFIED COPyi NOTICE OF COMMENCEMENrf CLI SEM TAX FOLIO NO, PERMIT NO, COUNTY OF S t1� STATE OF FLORIDA r�ANNEMfJRSOF CIR('UIT COIiT �E �IU�GTY. FLlJF.'?f OLE The UNDERS1GN2D hereby gives notice that improvement will be made to certain and real property, and in accordance with Chapter 713, Florida Statutes, Che following, inforiliatiOn is. A0 3 Q �n!,' provided in this Notice, Of Cornme.neement, ii DESCRIPTION OF FROPEWfY (Legal description and street address) 32SLu-sir ..W0 Y General Description of Improvement OWNER INFORMATION Name and Address o 11' 32S' L051 ti AaJo WAV 5���fn2fl FL. Z Z_7 7 3 lnTzrest in Property (Fee Simple, Partnership, etc.) _ C9wu NAME AND ADDRESS Ofi FEE S:UVEPLE TITLFHOLDER (if ofller than owner) Ndr.-) E CONTRACTOR Sum 5 �i"F .S►�Ct�G ItJG �b� W. G`/K :.Ss>,•1�%51`�C%Zy 1`C. (Name ,and Address) 3Z1>67 SURETY (Bonding Company) Narne and Address & • A. Amount of Bond LENDER Name and :address _ �• �. Persons within the State of Florida designated by owner upon whom notice or ocher docui;ients may be served as provided by Section 713.13(l), (a) 7., Florida Statutes. In addition to himself, Owtler designates or (Name and Address) to receive a copy of Lienors Notice as provided in Section 713:13(2), (b), Florida Statutes, Expiration Dale of Notice of Commencemen T (The expiration date is 1 year frQrr) date of recording unless a d' f /�ip- ) Signature of Owner Sworn is and subscribed before nye Ibis — 31 — day of _AuyUS 1 - _ ,.s 7 ROMA M. SHEPHERD MY COMMISSION # DD 149228 EXPIRES: October 5, 2008 t -WO 3NOTAAY R. Notary Serviced Bonding, Inc. Notary Public -- —M- My Commission Expir, The foregoing instrument was acknowledged before me this 31 day of AVGU i Z665— b 'PNILIIF COPE:04rID r Y (name of person acknowledged), who is personally known to me or who has produced _L4�UK LIC_ (type of identif cation} as iUea,liruaci�sn dirt who did (did not) tal-.e an oam, Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 ./re_web. Seminole_county_title?parcel=18203150600001390&cpad=LUSITANO&cpad_nurr8/31 /2005 w. PROPERTY APPRAISER ... ...... ..... 3Ef{i�dQl_�r",.4'Liis'CY.cL, 1.9" -fir-" i.�.��.�:I I I I � �:•:` :'::::✓.. y� ..p.�r: i��•���i=7:�7G:: SAU F' CROFLAZ It -7G . 4e]7 -6M 7 SO& 2005 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 18-20-31-506-0000-1390 Depreciated Bldg Value: $123,396 Owner: COPELAND PHILIP J & JANINE M Depreciated EXFT Value: $0 Mailing Address: PO BOX 953424 Land Value (Market): $28,000 City,State,ZipCode: LAKE MARY FL 32795 Land Value Ag: $0 Property Address: 325 LUSITANO WAY SANFORD 32771 Just/Market Value: $151,396 Subdivision Name: BAKERS CROSSING PHASE 2 Assessed Value (SOH): $151,396 Tax District: S1-SANFORD Exempt Value: $25,000 Exemptions: 00 -HOMESTEAD Taxable Value: $126,396 Dor: 01 -SINGLE FAMILY Tax Estimator 2005 Notice of Proposed Property Tax SALES 2004 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Tax Value(without SOH): $553 WARRANTY DEED 07/2004 05482 1264 $189,900 Improved 2004 Tax Bill Amount: $553 WARRANTY DEED 03/2004 05280 1577 $171,000 Improved Save Our Homes (SOH) Savings: $0 CORRECTIVE DEED08/2003 04964 1117 $100 Vacant 2004 Taxable Value: $27,000 DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENT LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 139 BAKERS CROSSING PHASE 2 PB 62 LOT 0 0 1.000 28,000.00 $28,000 PGS 97 - 99 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY2004 8 1,955 2,390 1,955 CB/STUCCO FINISH $123,396 $124,016 Appendage / Sgft GARAGE FINISHED/ 425 Appendage I Sgft OPEN PORCH FINISHED / 10 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valore tax purposes. "' If you recently purchased a homesteaded property our next ear's property tax will be based on Just/Market value. ./re_web. Seminole_county_title?parcel=18203150600001390&cpad=LUSITANO&cpad_nurr8/31 /2005 January 01, 2005 LAWRENCE E. BENNETT, P.E. P.O. BOX 214368 SOUTH DAYTONA, FL 32121 386-767-4774 TO ALL BUILDING DEPARTMENTS Re: Master File Engineering 2004 "ALUMINUM STRUCTURES DESIGN MANUAL" Dear Building Official/Plans Examiner, This is to certify that the following contractor/company is hereby authorized to use my "ALUMINUM STRUCTURES DESIGN MANUAL" for the year 2005. This authoriza on also applies to contractor Master File Drawings, "ONE OB ONLY" drawings, or any "SITE SPECIFIC" drawings that I may furnish for the contractor. Donald G. Geissler Jr. Sun State Siding Inc. 161 N. Cypress Way Casselberry, FL 32707 Should you have convenience. Sih6ert r3 S, '';Lawren E Berm e << { questions please contact me at your , P.E. #1 AUG,18r2005 10:45A 08/16/2005 16:02 4078304191 SUN STATE SIDINQ, WC. 161 N CypreGs Way Gamelbe►ry FL 32707 State Lic. SC 004423 Skid STATE SIDING PROPOSAL NO. SET NO. DATE (407] 830-T770 Fax [407) 830-4191 PAGE 02/02 SUbmined to; Job Location PHILIP COPELAND 325 LUSITANO WAY 325 LUSITANO WAY SANFORD, FL 3277', We propose to furnish all the materials and perform all the labor necessary for the completion of. CUT OFF V EYEBROW APPROX. 1 r, LANG. FINISH FASCIA BOARD TO Atr"T NEW SCREEN ROOM. APPROX I V x Z2' X f 0' ALUMINUM SCREEN ENCLOSURE ,1MTH:r INSULATED ROOi=. GUTTER AND DOWNSPOUrS.WHITE OR BRONZE Ffi>itMINQ, lfsxt4 CHARCOAL SCREEN. (2) DOORS (1 ) LG. DOG WOR. $5,270.00 App t6' KICK PANEL, WHITE OR BRONZE. ADD $316.00 CONCRETE WORK BY OTHERS, OWNER TO SUPPLY ASSOC, APPMVAL fF REQUIRED, PRICE INCLUDES PERmrr AND NOC. all matetiat is guorentsed to qa as simifled, and the above work to be perfomiod In occordanoo with the drawings and specifications submitted for the above worK and complated in a oubstantial workmanlike manner for the Bum of: SEE ABOVE With Paymems to be made as foilom 4wo.00• ON SIGNING BOL, on completlon of work. Any alteration or geviatlon from the above specitfcetions involving extra coat wffl be executed only upon written orders and wiff become an extra charge over and above the estimate. Alt agreements oontingeni upon WIkee, accidents or delays beyond our conitol. Owner to Corry firs, tomado and other necessary insurance upon the above work. Workman's Con ppnsation and Public Liability Insurance on above work to be taken out by Sun Stara aiding, Inc, THERE WU BE A M.00 BOOKKEEPING CHARGE IF THE 1 1i ICE IS NOT PAID IN 30 DAY'S, DONALD G GEISSLER This proposal may be withdrawn by us I not accepted within 3o days, Acceptance of Propas The above prloes, speclflcation's and condflion's arB eatiafactoty a ar y &= 90 u riled to do Lha work led. PaYMM SLI,%e made m odin6d abmre. �- Gate : �Signature Signature AUG 16,2005 08:54A 4078304191 page 2 page 1 Z3 Sl --Z 90 ef6L).GZvq6f— 3Z %b C° Zog 3(sqln, ' H66 m (6 ? FEB -9-2002 10:53 FROM:GRACE ANNE GLAVIN 4076991165 TO:4073301117 Jul -19-04 10:03 FrarFI Imclal SurvaYor¢ 1-4Ui r.uumuc r-ezi Bn INDMYSUR VFY C-1 (R) ] Q 90100'00 R - 29.00' L = 39.22' C o J5 J6 • 345 W'DO'W C-1 (1/.) 7? 25.00' so o is m 09"M $CALM M v- k) L w— - ao n. L = 39.13' NORTH C - 3516' � 25.00' P. Aotir R z FR WL a NOO'00 S4 E• WK 2509' M. Ntl9j0.13 AD. NAL d Nd95971� �RM�T — r. c 7L 7nAFfK "MaRt7 C GIILAAl7H7 Fa 1/T �r EAST N L = 39.13' ra rase a3zs =°2'a C - 3516' � ca — s45vs'r2'w Aotir �IpACN[Al �e EAST 25.00' P. P.c Ntl9j0.13 AD. NAL d 24.95' 0. amr .04577 — r. c 7L 7nAFfK "MaRt7 C GIILAAl7H7 Fa 1/T fOXOP WAr6 u AQAAMr'ALA� eA AIW?v AAT s► i z u 3 � � Vo UUVWUM9FLk2EkV T 2'7/ 440u m G CWftUAAeIL aEUaMAA/LLAzQHW at Nslr1'iA4mw ra 1,a- ka F W" 25.0' Lora A Q'# IMii Ie7NRA��iTA7lCTA1611rtaff/y lQ irrA-•xr�Ilr NRlY 77MAMN.M�prnr.er[�O�alrinrtQaYa'�nW Aara Mamma nffm %mmTXiswaFRww&)wM 7ABAu TPWAWG4,O7 C =AX IL A70TSS.- o LZGq ac�rurn�w»sraaars tr rlrc'u cmerewrte�eaesar�l�ualm/o►taatiw/s aDU :RIiSD®Di[7/�Y�,'/Mr/p11N p1 r!!</y(i, A a� norwrurrrnea►7�argsnaw7ew7ua7� Aewa aevn7rSwn4c4m% q MLL l7A7LlaRFFACE6naerucAAD .AFI rroAlta®roAemm��niAArAruct � Ls7rt �enaaur7wezelrrlgAawalALAu�XALarAftaa�� LAIM '9JwPIe7w7AADebVM q OWL"+aererao/emina7m n AOA '71GMMiQMie prgpaArrLWAeLsyl[�onADalso�( B At11 od�lpwllAAERlrAAOAEA�ulrntrvar7rwaa:Aw�t yAD" AA EWWA TLUTMW M tyrLEVA uet•AinerAie/AAar Ar4rLtYA wal�arlJ9{rllb'AOria rp AELN �eB2l�C1w MLMAOMAA 0 7 DA77 IY1'a9L'fID AACA7A•eAQdmAC37l1CA/� 4 AO AN 910Ia AFgl0 aGmQ WO"AW:1uA7A71s /VIII A7ILL,G/ID allay bLM e�eR rq ALIn n WAAr4"QYRAMBAOWRA*WM fWOVWLKT4WU 7n mar arrrd�,umlatrrracxwrr/atwswarrcrrne AAAn ILmIDIPJYt11t LLAeserm 11�M11aCYM/AOfE iwAo d*MQIA&SdM ry Iolo na cAmm mrwrm m wmzom msAa lIw nww8r ",W "L PM31"W 7DnrnolaomtnnuaWtraAurorU3onx VAWINA Uq/IIrwrnlq afenAPW►OrAGIaQ.Irr1'Qrr]{c-s/rTri rll� L7/AlrF iucmamI mom R AN t If41/= PAW W sffFiN Wimamy AL 94947 Armee: par) Aaar1 OZNJWdm ...d.:- 041.vnw. Aamr. dw rt f4ANT7AA1 Legol Doscrotion m - P. 2 Q 0. A AA% OFFICE Cot 739, &ALMS CROSSING PHASE 2 occcrlihy to the plot thereof, os recorded In Rot Book 82. Porges 97-99, of the Public Records of Sernblole Counly, Florido. Commun/ly Number: 120289 Pansi.• 0045 SLfw E F13?U_ Dote: 4/17/7995 Rood 2awe X fkld Worts; 7/124004 Completed- 7/13/7004 Certified Ta PhOlo T. Cry7etanr(• dwine U. Copeland Morgan Title CQmponX Attom"' TRI@ Insurance Fun O, Inr- hvin Mortgage Corparation, its &-acccaors and/or oss/gns. Property AdaFesr 325 Lusitano Hby SDrrfond Florida 32771 Surrey Numbar: 0-131212 .-w,cicarB ra rase a3zs =°2'a �r � rr.., rV. rJ �iai [�O L'Utia/LA Aotir �IpACN[Al �e elr OIrC7Rl oerrlert uCA 7r <awrUrwaUM a AY Q7ALTSMMUWAIEW el MWOWER r. XAr FIA jauwmm Aa/ 7L 7nAFfK "MaRt7 C GIILAAl7H7 /Y fOXOP WAr6 u AQAAMr'ALA� eA AIW?v AAT Ab Lf&L a aS• L ►CY A6M,, n LfE UUVWUM9FLk2EkV T 2'7/ 440u m G CWftUAAeIL aEUaMAA/LLAzQHW at Nslr1'iA4mw AC AM PWM~ L LAWN caa YWWSAbr 9 "Qiagn m rl pi Mli Atrial[ p tG NUAM LUlFi1 c OLID r.At CA.9 LS7avFgr nw 4 CiRAt/ILY�1/ MWArtAle /OYrerCa1vA711E -� L>•7liAiWniM rh fakes R." rA rLL QAmC , r.CL AlawoJIcArwawgiwlr lrr >BDI rr. MWUrA[IeOl 'IrlAorro iGt L�-sdtl�vLAiDLAAM17.1I! tLA. AWOWWAAr,9W ArrAIOMACVAar MIQ rail .uwe rtAl rtA IIeA.IIoo-oUUa..Aov Luo a"= AWMKWAQW FAAI MwWA TJmmmwAtN9WW 0 nWDQN%RAo A0nX®m KMNI A r ANP nor eoleaAl ►AI ILf"A 111�7t�id /CrAPNOLR SurrCFFLDAICW r...Sa Ala .TJ[, I sowVW M% ANe :.uA.ara au 3z. tvs )-rm pb vJA Y g3 ELiW- Mv4EL ?-oof- „ F-x%V)-% NE�1 l7.I SLAB Ex�oE� tL�Y-t 0 ml f2 4.44 zxq %WA� �- su�Ea V I tw -51V F \414>- vlfw, I I6'� K�GC I PANLL":I Itt2,, 12' 6 P- fE THF- StdM r- ak DDOP- c ocfl) ►ous m yq.1 U192KI $L�7 PC. uonr nF(=&--r perll-t SQA�S_ 66OC-lU i f. O C i 9)L- *-' MILL- ------------ Fx�s�i�� ScAB��' PC►�ci� `Rap � zylal�, 312- su4.8 y HovlEo%4wEV, ;,- s%5?pL;( Earl qjj� ja r►grnfu-r' MoK '- Lo,'C-Rc. i'E ('CZE ?ou R 1a S?Ec71oo ECTION 3A SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: - (2) #10 x 1-1/2" S.M.S. THROUGH SPLINE GROOVES EDGE BEAM SIDE WALL HEADER 2" OPEN BACK ATTACHED ATTACHED TO 1" x 2" OPEN TO FRONT POST W/ BACK W/ MIN. (2) #10 x 1-1/2" #10 x 1-1/2" S.M.S. MAX. 6" S.M.S. =ROM EACH END OF POST AND 24" O.C. SIDE WALL GIRT ATTACHED TO 1" x 2" OPEN BACK W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES FRONT WALL GIRT FRONT AND SIDE BOTTOM RAILS ATTACHED TO CONCRETE W/ 1/4" x 2-1/4" 2" OPEN BACK ATTACHED CONCRETE/MASONRY TO FRONT POST W/ ANCHORS @ 6" FROM EACH #10 x 1-1/2" S.M.S. MAX. 6" POST AND 24" O.C. MAX. AND ROM EACH END OF POST WALLS MIN. 1" FROM EDGE OF AND 24" O.C. 1„ CONCRETE MIN. e. e TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3" = V-0" 3wrence 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 C A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) 'LW' FOR MAX. H' UPRIGHT HEIGHT (h) 1" x 2" �- MIN. 3-1/2" SLAB ON GRADE VARIES OR RAISED FOOTING TYPICAL SCREEN, ACRYLIC OR VINYL ROOM (FOR FOOTINGS SEE DETAILS W/ SOLID ROOF TYP. FRONT VIEW FRAMING PAGE 3A-37, 38, 39) - (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) LW' LOAD WIDTH FOR ROOF BEAM ALTERNATE CONNECTION p/2' 'P/2' @ FASCIA ALLOWED SIZE BEAM AND UPRIGHTS (SEE SECTION 7 FOR DETAILS) (SEE TABLES) w C7 � O.H. F SOLID ROOF Ll) Z) NO MAXIMUM w U) (ELEVATION SLAB OR GRADE) �- P = PROJECTION FROM BLDG. VARIES VARIES LW = LOAD WIDTH NOTES: VARIES -k 1. ANCHOR 1" x 2" OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C. AND W/ IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL W/ #10 x 2-1/2" S.M.S. W/ WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" O.C.. ANCHOR BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OF CONNECTION. 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3 4. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100 -1231 130 140 150 #8 #10 #12 #12 TYPICAL SCREEN ROOM SCALE: 3/16" = V -0 - Lawrence 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 © COPYRIGHT 2004 3A-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SCREEN, ACRYLIC & VINYL ROOMS COMPOSITE ROOF PANELS: (4) 1/4" x 4" LAG BOLTS W/ 1-1/4" FENDER WASHERS PER 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG SIDES 2" x 2" OR 2" x 3" HOLLOW GIRT AND KICK PLATE 2" x 2" HOLLOW RAIL POST ATTACHED TO BOTTOM W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES TYPICAL UPRIGHT DETAIL SCALE: 3" = 1'-0" SECTION 3A RISER PANELS ATTACHED PERI CHAPTER 7 HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 2" x 2", 2" x 3" OR 3" x 2" HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 1/2" S.M.S. IN SCREW BOSSES 1" x 2" OPEN BACK BOTTOM RAIL 1/4" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C. (MAX.) Lawrence 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 © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-7 SOLID ROOF PANEL PRODUCTS SOLID ROOF PANEL PRODUCTS SECTION 7 PAN ROOF ANCHORING DETAILS _!)R PANS TO WOOD PLATES RIDGE CAP SEALANT (3) EACH #8 x 1/2" LONG S.M.S. PAN HEADER (BREAK - FORMED OR EXT.) #8 x 9/16" TEK SCREWS @ 'MINIMUM EMBEDMENT OF 1" PAN RIBS EACH SIDE HEADERS AND PANELS ON .................. BOTH SIDES OF BEAM FOR .ULK ALL EXPOSED SCREW - GABLED APPLICATION HEADS & WASHERS 114" x 1-1/4" MASONRY #8 x 1/2" S.M.S. (3) PER PAN FOR WOOD USE #10 x 1-1/2" Q w AND (1) AT PAN RISER - - 12" O.C. ROOF PANEL FOR COMPOSITE ROOFS: SCALE: 3" = 1'-0" ALTERNATE CONNECTION: PAN OR COMPOSITE ROOF #8 x 1-1/4" SCREWS (3) PER PANEL PAN INTO BEAM THROUGH (PER TABLES SECTION 7) BOXED END OF PAN AND #8 x 1/2" S.M.S. (3) PER PAN HEADER ALONG PAN BOTTOM ROOF PANEL TO BEAM DETAIL SCALE: 3" = V-0" WHEN FASTENING PANELS SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS FOR PAN ROOFS: _!)R PANS TO WOOD PLATES ALL EXPOSED SCREW HEADS #10 x 1-1/2" S.M.S. OR WOOD (3) EACH #8 x 1/2" LONG S.M.S. SCREWS SHALL HAVE A #10 X 3/4" S.M.S. OR WOOD ¢ ur....... ' PER 12" PANEL W/ 3/4" 'MINIMUM EMBEDMENT OF 1" ALUMINUM PAN WASHER r9 '.SULK ALL EXPOSED SCREW......... .................. .. . OTHER CONSTRUCTION @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS HEADS & WASHERS 114" x 1-1/4" MASONRY ANCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" Q w .......... S.M.S. OR WOOD SCREWS @ 12" O.C. ROOF PANEL FOR COMPOSITE ROOFS: SCALE: 3" = 1'-0" WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA FRAMING WHERE ROOF PANEL #10 x (t + 1/2") S.M.S. W/ WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "t". THE WALL THICKNESS (PER TABLES SECTION 7) 1-1/4"0 FENDER WASHERS CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING @ 12" O.C. (LENGTH = 100 -1231 130 140 150 #8 1 #10 #12 #12 SUPPORTING BEAM PANEL THICKNESS + 1^) CIVIL ENGINEER - DEVELOPMENT CONSULTANT (PER TABLES) ROOF BEARING ELEMENT (SHOWN) AND 24" O.C. @ N -BEARING ELEMENT (SIDE WALLS) ROOF PANEL TO BEAM FASTENING DETAIL SCALE: 3" = T-0" 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 PAGE i COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7-21 L.- - SECTION 7 SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK EXISTING TRUSS OR RAFTER ALL EXPOSED SCREW HEADS #10 x 1-1/2" S.M.S. OR WOOD WOOD SCREW (2) PER RAFTER OR TRUSS TAIL _'•"'' ........ #10 X 3/4" S.M.S. OR WOOD ¢ ur....... ' SCREW SPACED @ 12" O.C. "" �- ROOF PANEL EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL SCALE: 3" = l'-0" EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR #8 x 1/2" S.M.S. SPACED OTHER CONSTRUCTION @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS FOR MASONRY USE 114" x 1-1/4" MASONRY ANCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" Q w .......... S.M.S. OR WOOD SCREWS @ 12" O.C. ROOF PANEL ROOF PANEL TO WALL DETAIL SCALE: 3" = 1'-0" WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA FRAMING WHERE POSSIBLE ONLY. 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "t". THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100 -1231 130 140 150 #8 1 #10 #12 #12 Lawrence 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 © COPYRIGHT 2004 A 7-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION 3A 1/4" x 6" RAWL TAPPER THROUGH 1" x 2" AND ROW LOCK INTO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NON- STRUCTURAL KNEE WALL 1" WIDE x 0.063" THICK STRAP @ EACH POST FROM POST TO FOOTING W/ (2) #10 x 3/4" S.M.S. STRAP TO POST AND (1) 1/4" x 1-3/4" TAPCON TO SLAB OR FOOTING SCREEN, ACRYLIC & VINYL ROOMS ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB (SEE NOTES CONCERNING FIBER MESH) (1) #5 0 BARS W/ 3" COVER (TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4" = V-0" 2'-0" MIN. 3-1/2" (TYP. (1) 45 BAR CONT. BEFORE SLOPE f ALL SLABS) Q �_ EO \ /\\ /i\�\��\\\// TYPE I TYPE II FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING 0-2" / 12" 2" / 12" - V-10" Notes: 4" MIN. (2) #5 BAR CONT. TYPE III STEEP SLOPE FOOTING > 1'-10" 1. The foundations shown are based on a minimum soil bearing pressure of 1,500 psf. Bearing capacity of soil shall be verified, prior to placing the slab, by field soil test or a soil testing lab. 2. The slab / foundation shall be cleared of debris, roots, and compacted prior to placement of concrete. 3. No footing other than 3-1/2" (4" nominal) slab is required except when addressing erosion until the projection from the host structure of the carport or patio cover exceeds 20'-0". Then a minimum of a Type II footing is. required. All slabs shall be 3-1/2" (4" nominal) thick. 4. Monolithic slabs and footings shall be minimum 2,500 psi concrete with 6 x 6 - 10 x 10 welded wire mesh or crack control fiber mesh: Fibermesh ® Mesh, InForceTm e3 TM (Formerly Fibermesh MD) per maufacturers specification may be used in lieu of wire mesh. 5. If local building codes require a minimum footing use Type 11 footing or footing section required by local code. Local code governs. (See additional detail for structures located in Orange County, FL) 6. If a carrier beam or fourth wall frame is required use a Type II footing minimum. SLAB -FOOTING DETAILS SCALE: 3/4" = V-0" Lawrence 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 p © COPYRIGHT 2004 3A-30 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS 1 SECTION 3A Table 3A.1.1-120 Allowable Edge Beam Spans - Hollow Extrusions For Screen or Vinyl Rooms For 3 second wind gust at 120 MPH vvelocity; using design load of 13 #/SF (43 #/SF for Max. Cantilever) Aluminum Alloy 6063 T-6 2" x 2" x 0.044" 2" x 2" x 0.055" Load Max. Span 'L' / (bending'b' or deflection V) Width (ft.) 1 8, 2 Span 3 Span 4 Span Max. Cantilever Load Max. Span 'L' / (bending'b' or deflection'd') Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Cantilever 5 5'-1" d 6'-3" d 6'-4" d 1'-0" d 5 5'-4" d 6'-7" d 6'-9" d 1'-1" d 6 4'-9" d 5'-10" d 5'-11" b. 0'-11" d 6 5'-0" d 6'-3" d 6'4" d 1'-0" d 7 4'-6" d 5'-7" d 5'-6" b 0'-11" d 7 4'-9" d 5'-11" d 5'-11" b 0'-11" d 8 4'-4" d 5'-4" b 5'-1" b 0'-10" d 8 4,-7" d 5'-B" d 5'-7" b 0'_11„ d 9 4'-2" d 5'-11" b 4'-10" b U-10" d 9 4'-5" d 5'-5" d 5'-3" b 0'-10" d 10 4'-0" d 4'-9" b 4'-7" b 0'-10" d 10 4'-3" d 5-2" b 5'-0" b 0'-10" d 11 3'-11" d 4'-6" b 4'-0" b 0'-9" d 11 4'-1" d 4'-11" b 4'-9" b 0'-10" d 12 3'-9" d 4'-4" b 4'-2" b 0'-9" d 12 T-11" d 1 4'-9" b 4'-7" b I 0'-10" d 3" x 2" x 0.045" 3" x 2" x 0.070" Load Max. Span'L'/ (bending'b' or deflection V) Width (ft.) 1 12 Span 3 Span 4 Span'Max. Cantilever Load Max, Span 'L'/ (bending'b' or deflection 'd') Width (ft.) 1 8 2 Span 3 Span 4 Span Max. Cantilever 5 5'-8" d T-1" d T-2" d 1'-2" d 5 6'-5" d T-11" d 8'-1" d 1'-3" d 6 5'-4" d 6'-8" d 6'-9" d 1'-1" d 6 6'-0" d T-5" d T-7" d 1'-2" d 7 5'-1" d 6'-4" d 6'-5" d 1'-0" d 7 5'-9" d T-1" d T-3" d 1'-2" d 8 4'-11" d 6'-0" d 6'-2" b 0'-11" d 8 5'-6" d 6'-9" d 6'-11" d 1'-1" d 9- 4'-B" d 5'-10" d 5'-9" b 0'-11" d 9 5'-3" d 6'-6" d 5'-8" d 1'-1" d 10 4'-6" d 5'-7" d 5'-6" b 0'-11" d 10 5'-1" d 6'-3" d 6'-5" d 1'-0" d 11 4'-5" d 5'-5" b 5'-3" b 0'-10" d 11 4'-11" d 6'-1" d 6'-3" d 0'-11" d 12 .� M .4'-3" d 5'-2" b 5'-0" b 0'-10" d 12 4'-9" d 5'-11" d 5'-11" b 0'-11" d -2".x-3" x 0.045;; • 2" x 4" x 0.050" Load Max. Span 'L' / (bending 'b' or deflection V) Width (ft.) 1 8 2 Span 3 Span 4 Span Cant (ever Load Max. Span 'L' / (bending'b' or deflection 'd') X. Width (ft.) 1 8, 2 Span 3 Span 4 Span Cant lever 5 T-1" d 8'-9" d 8'-9" b 1'-5" d 1 5 9'-2" d 1 V-4" d 11'-2" b 1'-10" d 6 6-8" d 8'-3" d T-11" b 1'4" d 6 8'-B" d 10'-7" b 10'-3" b 1'-9" d . .-7. " _B„ b , 75;- -3" _2„ _9" _5„ _8" d 8 6'-1" d T-2" b 6'-11" b 1'-2" d 8 T-10" d 9'-2" b 8'_10" b l'-7" d 9 5,_10" d 6'-9" b 6'-6" b 1'-2" d 9 T-6" d B' -B" b 8'4" b 1'-6" d 10 5'-7" d 6'-5" b 6'-2" b l'-1" d- 10 T-3" d 8'-2" b T-11" b 1'-5" d 11 5'-5" d 1 6'-1" b 5'-11" b 1'-1" d 11 1 6'-11" b j T-10" b T-7" b 1'-5" d 12 5'-3" b 1 5'-10" b 5'-8" . b 1'-1" d 12 1 6'-8" b 1 T-6" b T-3" b 1'-4" d Notes: 1. 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. 2. Spans may be interpolated. 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 PAGE OPYRIGHT 2004 - OT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF L,1AWRENCE E. BENNETT, P.E. 3A-1 1 SECTION 7 1 SOLID ROOF PANEL PRODUCTS Table 7.2.1 Allowable Spans for Elite Composite Roof Panels for Various Loads Elite Aluminum Corporation Statewide Product Approval #FL1049 Manufacturers' Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density 3" x 48" x 0.024" Panels Foam Core E.P.S. #1 Densitv Wind Region Open Structures Mono -Sloped Roof 1&2 3 4 span span span Screen Rooms & Attached Covers 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang! Cantilever All Roofs 100 MPH 21'4" 23'-10" 23'4" 20'4" 22'-9" 21'-11" 15'-1" 17'-9" 16-3" 4'-0" 110 MPH 21'4" 23'-10" 23'-0" 18'-8" 20'-11" 20'-2" 13'4" 15'4" 14'-10" 4'-0" 120 MPHR 20'4" 22'-9" 21'-11" 17'-5" 19'-5" ,18'-10%,. 12'-6" 13'-11" 13'-6" 4'-0" 123 MPH 19'-6" 21'-10" 21'-1" 15'-11" 18'-11" 18'-3" 11'-8" 1 13'-8" 13'-2" 4'-0" 130 MPH 18'-0" 20'-2" 19'-5" 15'-1" 17'-9" 16-3" 11'-1" 12-11" 12'-6" 4'4" 140 MPH 12'4" 13'-9" 13'-3" 12'-4" 13'-9" 13'-3" 10'-3" 11'-6" 11'-1" 4'-3" 150 MPH 12'4" 13'-9" 13'-3" 12'4" 13'-9" 13'-3" 9'-6" 10'-8" 10'4" 3'-11" 3" x 48" x 0.030" Panels Foam Core E_P.S_ 01 Densitv Wind Region Open Structures Mono -Sloped Roof 1&2 3 4 span span span Screen Rooms & Attached Covers 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang / Cantilever All Roofs 100 MPH 24'-11" 27'-11" 27'-0" 23'-10" 26'-8" 25'-9" 18'-8" 20'-10" 20'-2" 4'-0" 110 MPH 24'-11" 2T-11" 27'-0" 21'-11" 24'-6" 23'-8" 16'-2" , 19'-3" 18'-8" 4-4- 120 MPH 23'-10" 26-8" 25'4" 20'-5" 22'-10" 22'-1" 14'-8" 17'-8" 15'-10" 4'-0" 123 MPH 22'-11" 25'-7" 24'-9" 19'-10" 22'-2" 21'-5" 14'4" 16-0" 15-6" 4'4" 130 MPH 21'-2" 23'-7" 22'-10" 18'-8" 20'-10" 20'-2" 13'-7" 15-2" 14'-8" 4'-0" 140 MPH 14'-5" 16-2" 15'-7" 14'-5" 16'-2" 15-7" 12'-8" 14'-2" 13'-8" 4'-0" 150 MPH 14'-5" 16-2" 15'-7" 14'-5" 16-2" 15-7" 1 11'-2" 13'-2" 12'4" 4'-0" 4" x 48" x 0.024" Panels Foam Core E.P.S. #1 Densitv Wind Region Open Structures Mono -Sloped Roof 1&2 3 4 span span span Screen Rooms & Attached Covers 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang / Cantilever All Roofs 100 MPH 23'-5" 26'-2" 25'-3" 22'-3" 24'-11" 24'-1" 17'-5" 19'-6" 18'-10" 4'-0" 110 MPH 23'-5" 26'-2" 25'-3" 20'-6" 22'-11" 22'-2" 15-1" 18'-0" 17'-5" 4'-0" 120 MPH 22'-3" 24'-11" 24'-1" 19'-1" 21'4" 20'-7" 13'-9" 15'4" 14'-10" 4'-0" 123 MPH 21'-5" 23'-11" 23'-2" 18'-6" 20'4" 20'-0" 13'-5" 14'-11" 14'4" 4'-0" 130 MPH 19'-9" 22'-1" 21'4" 17'-5" 19'-6" 18'-10" 12'-8" 14'-2" 13'-8" 4'-0" 140 MPH 13'-6" 15'-1" 14'-7" 13'-6" 15'-1" 14'-7" 11'-3" 13'-3" 12'4" 4'-0" 150 MPH 13'-6" 15'-1" 14'-7" 13'-6" 15'-1" 14'-7" 10'-5" 12'4" 11'4" 4'-0" 4" x 48" x 0.030" Panels Foam Core E.P.S. #1 Densitv Wind Region Open Structures Mono -Sloped Roof 1&2 1 3 4 span span span Screen Rooms & Attached Covers 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang / Cantilever All Roofs 100 MPH 26-11" 30'-1" 29'-1" 25-8" 28'-9" 27'-9" 20'-1" 22'-5" 21'-8" 4'-0" 110 MPH 26'-11" 30'-1" 29'-1" 23'-8" 26'-5" 25'-6" 1 18'-7" 20'-9" 20'-1" 4'-0" 120 MPH 257 28'-9" 27'-9" 21'-11" 24'-7" 23'-9" 15'-10" 19'-1" 18'-5" 4'-0" 123 MPH 24'-8" 27'-7" 26'-8" 21'-4" 23'-11" 23'-1" 15-5" 18'-6" 17-11" 4'-0" 130 MPH 22'-9" 25-5" 24'-7" 20'-1" 22'-5" 21'-8" 14'7" 17'-5" 15'9" 4'-0" 140 MPH 15'-7" 17-5" 16-10" 15'-7" 17'-5" 16-10" 13'-8" 15-3 14'-9" 4'-0" 150 MPH 15'7" 17'-5" 16-10" 17'-5" 16-10" 12'-8" 14'-2" 13'-9" 4'-0" Note: Total roof panel width = room width + wall width + Lawrence E. Bennett, P.E. FL # 16644 RE n CIVIL ENGINEER- DEVELOPMENT CONSULTANT Elite Aluminum Corporation P.O. BOX 214368, SOUTH DAYTONA, FL 32121 Y TELEPHONE: (386) 7674774 Panel Products 1801 N.W. 64th Street FAX: (386) 767.6556 Ft. Lauderdale, FL 33309 Tel: (954) 491-3700 Fax: (954) 491-1433 PAGE © COPYRIGHT 2004 7-34 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.