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HomeMy WebLinkAbout442 Fairfield DrP16Qi�/11 t,, J CTI'Y OF SANFORD PERMIT APPLICATION 200) Permit # : `� I i Date: I - Job Address: 442 FAIRFIELD D . SANFORD; FL. 32771 ERRECT SCREEN PORCH WITH SOLID ROOF ON Description of.Work: Total S quare F�oo\tage320 Historic District. Zoning. Value of Work: S W 1T DSr U U .Permit Typer•Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool - Electrical: New Service - # of AMPS - - Addition/Alteration - -- -Change of Service —Temporary Pole --- - - . - Mechanical: Residential Non -Residential Replacement New - (Duct Layout & Energy Calc: Required) Plumbing/ New Commercial- # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential- 4 of Water Closets Plumbing Repair -Residential or Commercial Occupancy Type: Residential Commercial Industrial Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) ANTONIUS LEBRUN Owners Name & Address 442 FAIRFILED DR,-SANFORD;-FL 3277 ----- ---- -- -561-876-776-7­--- Phone 561-8-76-776 ----Phone . - --- - ContractorName & Address '' " ' --"– • - -" _ _ Z9D9–OLD�t1cIITNEFt GARDEN"RD-:-tJRtA1VDO; Ft -32805- --J"CRC058000—�----"--- "07 2981400 -- ----- State License Number: Phone & Fax: 407.-298..601.0._...... .... _.._........_...................... Contact PersRAYMO.ND...P._....WZNGQ........................................._P � 298 14-00 Bonding Company. Address: Mortgage Lender: Address: 386 Architect/Engineer: BENNETT 767 4774 - ---- Phone ---- ---------- - - ------ PUBOX 4368--SOUTH-DAYTO FL. --32121 Address: _:_ - - ..... .. _. Fax.:-- Application is hereby made to obtain a permit to do the workand installations as indicated. I certify thatno,work-ocinstallation 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 tc.--OWNER'S AFFIDAVIT I certify that all ofthe foregoing information is accurate and that all Mork will be done in 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 INTENDFO 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 o this county, and there may be additional permits required from other governmental entities such as to Acceptant of per�'T0'w-n=erA;1,W,5` notify the owner of the property of the regairem Ion' Si Date gnaur of Con qq RAY OND P Signature fonya K. Williamsor Commission #,,rrD''D��5gq01'C. 7 EXpossoaarys 7ovtt-t6 a�Pe bi 6 "ertT n Fain - Insurance Inc 800 -98o -r ", APPROVALS: ZONING: 04WR /UTIL Special Conditions: Rev 032006 Date FD: property that may be found in the public records of agement districts, state agencies, or federal agencies. Date Name , I of Florida IDate �uii, ,aPa: °�'�_f. Tonya K. Williamson *' Commission # DD501703 Contra ,6i °:= EJej�N'c@5IJ r3P oQ010 Produ BontletlirovFOM- Imuranre Inr An 18 r[F) V� ENG: BLDG: "r 0, X55 Seminole County Property Appraiser Get Information by Parcel Number Page l of 1 http://www.scpafl.org/web/re_web.seminole_county_title?PARCEL=32193151600000930&cbp... 11/27/2006 43 441 DAvID JOHmsoN, CFA. ASA 1 2 1 12 48 4 5, � 5 PROPERTV 3 FA a. 819 10 APPRAISER 4 y SEMINQLE couNTr FL, 5 92 6 94 96 ,��� 97 981 1101 E. FIRSTST 7 81 SANFORD, FL 32771 •1468 �, 90 407-665-7506 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 32-19-31-516-0000-0930 Number of Buildings: 1 Owner: LEBRUN ANTONIUS Depreciated Bldg Value: $122,796 Mailing Address: 442 FAIRFIELD DR Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $34,000 Property Address: 442 FAIRFIELD DR SANFORD 32771 Land Value Ag: $0 Subdivision Name: CELERY LAKES PHASE 2 Just/Market Value: $156,796 Tax District: S1-SANFORD Assessed Value (SOH): $156,796 Exemptions: 00 -HOMESTEAD (2006) Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $131,796 Tax Estimator 2006 VALUE SUMMARY SALES Tax Value(without SOH): $2,606 Deed Date Book Page Amount Vacllmp Qualified 2006 Tax Bill Amount: $2,606 SPECAL Save Our Homes (SOH) $0 WARRANTY DEED 02/2005 05634 0871 $149,900 Improved Yes Savings: 2006 Taxable Value: $132,416 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value LOT 93 CELERY LAKES PHASE 2 PB 65 PGS LOT 0 0 1.000 34,000.00 $34,000 29 & 30 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Bid Type Fixtures Ext Wall Bid Value Num Bit SF SF SF New 1 SINGLE 2005 7 2,021 2,470 2,021 CB/STUCCO $122,796 $124,036 FAMILY FINISH Appendage 1 Sgft OPEN PORCH FINISHED / 60 Appendage 1 Sgft GARAGE FINISHED / 389 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed Permits 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 our next ear's property tax will be based on Just/Market value. http://www.scpafl.org/web/re_web.seminole_county_title?PARCEL=32193151600000930&cbp... 11/27/2006 111897 rAG"119 I • a ; • _ V ; a Date: I hereby name andappoint of 16M2.to be my lawful attorney is fitatto act for me and apply to a for a permit for work to be performed at a location described as: Section Township Range " Lot `f 3 Block Subdivision�- 4� ra,, r -R �j cl U 50T -5-d P -L 71 11 and to si (Address of Job) '4�z fa(r-jr (Owns of Pmpaty and my name and do all things necessary to this appointment. (m,tk� ('rl I b UCOS90 od or Print name o Certified Contractor and License #) Contractor) ' AcknowledgeLLe /r- Sworn to andthis rd Day of JQJ-) Notary Public, State of Florida (sea) A.D. 2, DO � ••�'Y'a��. Tonya K. Williamson atie� .= Commission # DD501703 Expires January 21, 2010 ,Bended Troy Fain - insurance Inc .800.3654019 My Commission Expires: I - Z 1 - I L) SEnTRY 1778r18G0M8r1TIN.. COMMUNITY ASSOCIATION MANAGEMENT MAIN OFFICE 2180 West SR 434 Suite 5000 Longwood FL 32779-5044 PH 407.788-6700 FAX 407-788-7488 BREVARD COUNTY 597 Haverty Ct#110 Rockledge FL 32955-3613 PH 321-638-8880 FAX 321-638-9901 CLERMONT 1645 E Hwy 50 #201 Clermont FL 34711-5124 PH 352-243-4595 FM 352-243-4597 FORT MYERS 6330 Techster Blvd #1 Fort Myers FL 33966-4793 PH 239-277-0112 FAX 239-277-0114 GEORGIA 270 Carpenter Dr #320 Atlanta GA 30328-4912 PH 404-459-8951 FAX 404-459-8962 JACKSONVILLE 2980 Hartley Rd W #4 Jacksonville FL 32257-8202 PH 904-880-4055 FAX 904-880-3550 KISSIMMEE 3377 W Vine St #306 Kissimmee FL 34741-4665 PH 407-846-6323 FAX 407-846-0301 LEESBURG 10332 US Hwy 441 #102 Leesburg FL 34788-7222 PH 352-343-5706 FAX 352-343-5123 PONTE VEDRA 1106 US Hwy At N #201-A Porte Vedra Beach FL 32082-4021 PH 904-285-1526 FAX 904-285-1260 SARASOTA 6901 Professional Pkwy E Suite 107 Sarasota, FL 34240-8473 PH 941-361-1222 FAX 941-361-1113 SOUTH CAROLINA 1130 Folly Rd Charleston SC 29412-4104 PH 843-795-0190 FAX 843-795-0191 TAMPA BAY AREA 25400 US 19 North #164 Clearwater FL 33763-2149 PH 727-799-8982 FAX 727-799-8984 VOLUSIA COUNTY 4188 S Atlantic Ave New Smyrna Beach FL 32169-3711 ; PH 386-423-7796 FAX 386-423-1278 REALTOR December 18, 2006 Antonius Lebrum 442 Fairfield Dr. C-infor,] R1, ^77'71, Re: Screen enclosure. Dear Homeowner(s): Your request has been received and reviewed by the Architectural Review Board for the Celery Lakes Homeowners Association, Inc. The request has been hereby approved. Should you have any questions, you may contact me at (40 7) 788-6700, ext. 333. Sincerely, Sabrina Hayes, LOAM Sentry Management _- ,- . . r�.✓1 tt' t"�.inr 1 C'. C. ..^,. ,!'yi A "X,f\O.'. W"!�'Ii"" CELL" ISY 1i.E s>l+� :J I1lllriLil yr i'\L'1\.S L17JV41lYl��J.\� 1_i i� e NOU-27-2006 09:25 DISTRICT MAINTENANCE 386 736 5098 P.01 Date: 11 1-2-11 aQ06 Lot # Phase # 2 Property Owner: Property Address: Z Fain-,�,:e.« O�i�yC sC L� FL 32-k ! Mailing Address (if different): gl�i►�-� Q.a- a,Qr�rt Telephone: 5-61 - 2 76 776'7 Fax: Estimated time to complete, once approval is received: Architectural Review Application For: Swimming Pool Exterior Paint Colors ✓ Porch Landscaping Fencing Deck Other: _ 0 Y Attactimentg` Fro' °ProP ert Owner Required Attachments: Written request describing addition, change or installation Property survey showing where addition, change or installation is to be located. Specifications (2 copies of plans indicating dimensions, materials made of, color, etc.) The plans must be prepared by an engineer or architect. One copy will be returned. Before Pictures of the area to be improved. A picture must also be sent in upon completion, showing the improvements. Use ARB Completion form. Other Attachments: Paint Chips Brochure Other NO Please be advised that work CANNOT be started until the ARB has provided a written approval of the application. Possession of a building permit does not constitute the right to commence work. Failure to comply will result in a $100 fine. The AIB and/or the Board of Directors have the right to review the final project to make sure it conforms to the plans that were originally approved. it is the sole responsibility of the Homeowner to do what is necessary to make it comply. Page 1 of 2 Received Time Nov,21- 10:08AM Permit Number Parcel ldentlflcation Number Prepared b Y: zVl'll lie�rlW, TZo,- —,-, I(d I C/ 11w RetI i 0, Alurna Kraft Awning 2909 Old Winter Garden Rd. Orlando, FL 32805 NOTICE OF COMMENCEMENT IN ii Ili it di it ill It ill il Ill I! N It ill ill Ili it oil M ill I till MARYANNE MORSE, -CLERK OF., CIRCUIT C&LIVI SEMINOLE COUNTY 8K 06570 Pg 0263; Qpq) CLERRI S # 200701,4208 -%&C , RDED 1111/29/2007 120005 PM RUING FEES 70.00 RECORDED BY S Butt State of County Of The undersigned hereby giveb notice that Improvement(s) will be made to certain real propertyl and In accordan with Chapter 713, Florida Statutes, the following Information is provided In this Notice of Commencement. ge% RI -description of the property, and street address If available) :l1??1c9'TRLNY' TK P 442 FAIRFILED DR. SANFORD, FL. 32771 32-19-31-516-0000-0930 2. 10onoral description of Improvement(s) ERRECT SCREEN ENCLOSURE WITH A SOLID ROOF ON EXISTING SLAB ONSFR. 3. Owner inf&mation ANTONIUS LEBRUN Telephone Number Name l 442 FAIRFIELD DR. Address SANFORDFL. 32771 , Fax Number HOMEOWNER Interest In Property: -h 4. Poo Simple Title Holder (if other than owner s owna bove) Telephone Number 'Name Address Fax Number GtHilt­IED COPY Alurna Kraft Awning MARYANNE MORSE Contra0' Rd 2909. Old Winter Garden Telephone Number CLERK OF OURT P��( Name Orlando, FL 32805 Address Fax Number SEMINO TY, Fl. A BY 6. �uroty (if any) Name Telephone Number29 VJA Address Fax Number Amount of bond $ 7. Lender (If any) Telephone Number .Name Address Fax Number 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provid6d by §713,13(1)(a)7,, Florida Statutes. Telephone Number .Name Fax Number Address q In addition to hiMself or herself, Owner designates the following to receive a copy of the Llenor'6 Notice E provided In §11313(11)(b), Florida Statutes. Telephone Number ;Name I Fax Number Address jo. dttb of notice of commencement (he expiration date is one year from the date of recordinc !gxplratlon unless a dll`(Ohb 'ht date Is specified): ob­ "owner t re;,6f wner ijtq: per §113.13(1)(g). in must sign ,,,and no one else may be permitted to sign his or her stead," C\ 2 0 y bczwevniA ri:ed before me xhls��S-.��� ..Oay of who lsll. � parsonsyk nown to me OR as ideihtlflc�tlon: ,, r, Tanya K. Willia 2. commislon # DD! Expires January 2 insurance E Bonqed TmY FAIn Form 4@d, ltU0r3 f6r 19_j6 20 II eal to appear below) Signature �(notarial s 10 r' January 01, 2007 LAWRENCE E. BENNETT, P.E. P.O. BOX 214368 SOUTH DAYTONA, FL 32121 386-767-4774 TO ALL BUILDING DEPARTMENTS Re: Master File Engineering ALUMINUM STRUCTURES DESIGN MANUAL" 2004 edition & 2006 edition Dear Building Official/Plans Examiner, This is to certify that the following contractor/company is hereby authorized to use my "ALUMINUM STRUCTURES DESIGN MANUAL" during the year 2007. When wepublish and distribute the 2006 ed of the "ALUMINUM STRUCTURES DESIGN MANUAL", they will be authorized to use that manual for the remainder of 2007. Our authorization is based on a January to January basis requardless of the edition of the manual. This authorization also applies to contractor master file drawings, " ONE PERMIT ONLY" drawings or any "site specific" drawings that I may furnish the contractor. Raymond P. Wingo CRC058000 James W. Wingo CRC058031 Aluma Kraft Awning 2909 Old Winter Garden Road Orlando, FL 32805 They are hereby added to my 2007 MASTERFILE LIST Should you have any questions please contact me at your convenience. Sincerely, 1 1IQC /10/1 �. - (�, Code violations found during inspection are required to be corrected. Plan/permit issuance does not grant approval of a code violation. 2004 FBC109.1 Ns- A S 4 w J WI < 4>C '` - s Vb d' N C6 J hx� hx� rL�' Jr: _j hx� Structural plan review is limited to a general survey for code compliance. No review is implied nor was taken to verify structural adequacy ,, 4 � � �q 1 CITY OF SANFORD l �,^ -ab" NOU-27-2006 09:26 DISTRICT MAINTENANCE utxend of "zym�lf]�Pb1zPQvIatl4n U-&"""7ON'Co' Boundary Lino Blq. : Field Field Mensured Prd, Found COMMON 0aloulg Cetc. : concreted C.g. Chord o Block ci6v: - Rlghl•of,way Line S/r Septic Tank Llcens d Bu L.D.L,B. Licensed Business Overhead Utility LMa Conc.: Co�a<me O,Ft, : Otliclet Re�wdg _ _ _ _ Easemem Line p Cooval Angle Cvnst.: Construction pay I, Pavement Point of ARC Aro Len9lh Concrete 519D Elnvation p. C, : compound Curvo P.=.: Point of compComp Bek. Block Elev. : El :. 1e__ .1 - Ft/D. f Ok.��G PC- P, Ar P,5.1. ,879e, P-Arf .t W/ �q P C- 5 • ZVi SE7 7Z." RMP, WI P6,y, ( 4P �T3(a mss;. /'='�-ow ioA � ES/oEn/G� ArrACf/�� Ta /LeAic /r/o,cr//�9sr �kov6,crp CocNE�, AS SHos✓it/. 494 71, Q -SCS, C)IV = 'Cj C CERTIRED TO. �/t�/�GP -771"4:4.C- SMITH / 14: 4.C- SMITH DRAFTING & SURVEYING, INC. 414-B. N. SPRING GARDEN AVE. DELAND, FL 32720 DELTONA, FL (386) 734-7M7 (398) 769-2866 DRAWN SY: ll y,aTA REVISIONS: ���✓�r�^io yuQ CREW CHIEF: D. L f EC M, G f LdNO SCALE: N gQ vr�e «>4E e Y ae DATE: z zoo ��7NE,/C�, �OD�f' E ,e / - Wo n - Received Time Nnv.�1. 10:08AP� 386 736 5098 P.03 P.C.P.: Permonent Control Point - R?, Point of Tenppncy P.I. : Point of intersection R : Radius. R.L.S.: Regletered Land Surveyor P.L.S. ; Professional Land Surveyor Rrv/ Plphl-of—t y P.O.a.: Polni of BoBinntng Sec. Section P,O.C.: Point of Commencement S/r Septic Tank P.R.C.: Point of Row— Curve Pormanent rielerence Monument wB.M,; Bench Mark Polnt of Slreol inlersectlon With _ SND, PA. JIGAI trt3 G.5 -x'494 'P,CA.AT' P•C . i A EnC0,b114"9fr-0C s e*g4t- CLANS REVIE ELI ;ITS( OF SANFORD a S PlgASe5 Z :-, .r4 Zoo Y Co -j , ES . . E I hereby certify that this map depicts a Sunray performed under my supervi- sion, and Is correct to the best of my Ir owledga and beliel; and that this survey meets the minimum technical etanderda set lorlh by tho Florida Board of Professional Land Surveyors In Chapter SIG17.6, Florida Administralivz4eq1sterQidLan;d5ufv@yor 627, Flof a Statut Surveyor Certificate Number 3736 NOT VALID UNLESS SEAL IS EMBOSSED Now No Instruments of record reflecting easements, limitatlons, owner- ehlPc, reservations, raelrlctlona and/or rlgni-of-ways. If any, have been pro. vicied to this surveyor, except as shown. No underground Installationa or ullime6 have Dssn tocatea, except as shown. SECTION 3A EDGE BEAM 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ #10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. FRONT WALL GIRT 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ #10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. SCREEN,.ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: c 1-1/2" S.M.S. SH SPLINE GROOVES TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3"= V-0" kLL HEADER IED TO 1" x 2" OPEN '/MIN. (2) #10 x 1-1/2" ALL GIRT ATTACHED 1 PEN BACK W/ MIN. (3) /2" S.M.S. IN SCREW LND SIDE BOTTOM ?ACHED TO :TE W/ 1/4" x 2-1/4" :TE / MASONRY Z @ 6" FROM EACH ID 24" O.C. MAX. AND IIN. 1" FROM EDGE OF TE LT\,, Lawrence E. Bennett, P.E. FL # 16644 L rl CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (386) 767-6556 PAGE c @ COPYRIGHT 2004 3A-6 NOT TO BE REPRODUCEDNN 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 .......................... ...................... SECTION 3A RISER PANELS ATTACHED PER CHAPTER 7 �EADER ATTACHED TO POST V/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES x 2", 2" x 3" OR 3" x 2" )LLOW (SEE SPAN TABLES) J -4,I 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 a POST AND 24" O.C. (MAX.) TYPICAL UPRIGHT DETAIWLANS REVIEWED SCALE: 3"=1'-0" CITY OF SANFORD Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767.6556 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-7 SCREEN, ACRYLIC & VINYL ROOMS I SECTION 3A Table 3A.1.1-120 Allowable Edge Beam Spans - Hollow Extrusions For Screen or Vinyl Rooms For 3-second-wind-gust-at420-MPH-velocity;-using-design-load-of 13 #/SF (43 #/SF for Max. Cantilever) Aluminum Allov 6063 T-6 2" x 2" x 0.044" 2" x 2" x 0.055" Load Width (ft.) Max. Span V/ (bending 'b' or deflection 'd') 1 8,2 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'-1" d 6'-3" d 6'-4" d 1'-0" d 5 54" 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 6-8" 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'-8" d 5'-7" b 0'-11" d 9 4'-2" d 5'-11" b 4'-10" b 0'-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'-0" b 4'4" 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 3'-11" d 4'-9" b 4'-7" b 0'-10" d 3" x 2" x 0.045" 3" x 2" x 0.070" Load Width (ft.) Max. Span V/ (bending 'b' or deflection 'd') 1 8, 2 Span 3 Span 4 Span Cantilever Load Max. Span V/ (bending 'b' or deflection 'd') Width (ft.) 1 8& 2 Span 3 Span 4 Span Cant lever 5 5'-8" d 7'-1" d 7'-2" d 1'-2" d 5 6'-5" d 7'-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 7'-5" d 7'-7" d 1'-2" d 7 5'-1" d 6'-4" d 6'-5" d 1'-0" d 7 5'-9" d 7'-1" d 7'-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'-8" d 5'-10" d 5' 9" b 0'-11" d 9 5'-3" d 6'-6" d 6'-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 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 Width (ft.) Max. Span V/ (bending 'b' or deflection 'd') 1 8, 2 Span 3 Span 4 Span Max. Cantilever Load Max. Span 'L' / (bending 'b' or deflection 'd') x. ever Width (ft.) 1 8, 2 Span 3 Span 4 SpanM11r;1-; d 8'-9" d 8'-9" b 1'-5" d 5 9'-2" d 11'-4" d 11'-2" b d 6 6' 8" 8'-3" d 7'-11" b 1'-4" d 6 8'-8" d 10'-7" b 10'-3" bd d 7'-8" b 7'-5" b 1'-3" d 7 8'-2" d 9'-9" b 9'-5" bd 8 6'-1" d 7'-2" b 6'-11" b 1'-2" d 8 7'-10" d 9'-2" b 8'-10" bd 9 5'-10" d 6'-9" b 6'-6" b 1'-2" d 9 7'-6" d 8'-8" b 8'-4" bd10 5'-7" d 6'-5" b 6'-2" b 1'-1" d 10 7'-3" d 8'-2" b 7'-11" bd .11 5'-5" d 6'-1" b 5'-11" b 1'-1" d 11 6'-11" b 7'-10" b 7'-7" bd12 5'-3" b 5'-10" b 5'-8" b 1'-1" d 12 6' 8" b 7 6 b 7-3 b 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. PLANS ���iE���ED CI -Ty n ANFOF';U� 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 © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A'11 SECTION 3A 'I SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms ------ -- ---- ---- Aluminum Alloy 6063 T•6 �J .....J � ...� ..a � �n uou ..". L.n:�..• uc:nn rincinn Inarl of 11 ltISF Sections 3'-0" 3'-6" 1 -'---- Tributary Load Width W'= Purlin Spacing 4'-0" 1 4'-6" 1 5'-0"1 5'-6" 1 6'-0" 1 6'-6" 1 Allowable Height 'H'/ bending'b' or deflection'd' 7'-0" 1 7'-6" 2" x 2" x 0.044" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-8" b 1 7'-4" b 6'-11" b 1 6'-8" b 6'-5" b 6'-2" b 1 5-11" b 2" x 2" x 0.055" 3" x 2" x 0.045"' Hollow Hollow 10'-3" b 11'-3" b 9'-6" b 10'-5" b 8'-11" b 9'-9" b 8'-5" b 9'-3" b 7'-11" b 8'-9" b T-7" b 8'-4" b 7'-3" b 7'-11" b 6'-11" b 7'-8" b 6'-9" b 7'-V b 6'-6" b 7'-2" b 3" x 2" x 0.070" Hollow 12'-9" d 12'-2" d 11'-7" d. 10'-11" b 10'-5" b 9'-11" b 9'-6" b 9'-2" b 8'-10" b 8'-6" b 2" x 3" x0.045" Hollow 12'-9" b 11'-9" b 11'-0" b 10'-5" b 9'-10" b 9'-5" b 8'-11" b 8'-8" b 8'-4" b 8'-1" b 2" x 4" x 0.050" Hollow 16'-3" b 15'-1" b 14'-1" b 13'-3" b 12'-7" b 12'-0" b 11'-6" b 11'-0" b 10'-8" b 10'-3" b 2" x 4" x 0.046" S.M.B. 19'-1" b 17'-8" b 16'-6" b 15'-7" b 14'-9" b 14'-1" b 13'-6" b 12'-11" b 12'-6" b 12'-1" b 2" x 5" x 0.050" S.M.B. 23'-7" b 21'-10" b 20'-5" b 19'-3" b 18'-3" b 17'-5" b 16-8" b 16'-0" b 15'-5" b 14'-11" b 2" x 6" x 0.050" S.M.B. 26'-1" b 24'-2" b 22'-7" b 21'-3" b 20'-2" b 19'-3" b 18'-5" b 17'-9" b 17'-1" b 16'-6" b 2" x 2" x 0.044" Snap 11'-3" b 10'-5" b 9'-9" b 9'-2" b 8'-8" b 8'-3" b 7'-11" b 7'-7" b 7'-4" b 7'-1" b 2" x 3" x 0.045" 2" x 4" x 0.045" Snap Snap 14'-4" b 17'-7" b 13'-4" b 16'-3" b 12'-5" b 15'-3" b 11'-9" b 14'-4" b 11'-2' b 13'-7" b 10'-7" b 12'-11" b 10'-2" b 12'-5" b 9'-9" b 11'-11" b 9'-5" b 11'-0" b 9'-1" b 11'-1" b rvl J .76arVllu .. .. y.. . •-„ ---- - -- - - Tributary Load Width 'W': urlin Spacing Sections 3'-0" 3'-6" 4'-0" 1 4'-6" 1 5'-0" 5'-6" 6'-0" 1 6'-6" 7'-0" 7'.6 - Allowable Height 'H'/ ben g 'b' or deflection 'd' 2" x 2" x 0.044" Hollow 8'-8" b 8'-0" b 7'-6" b 7'-1" b 1 6'-8" b 6'-5" b 1 6'-1" b T-11" b 5'-8" b 1 5'-6" b 2" x 2" x 0.055" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-9" b 7'-4" b 6'-11" bj 6'-8" b 6'-5" b 6'-2" bi 5'-11" b 3" x 2" x 0.045" Hollow 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-0" b 7'-8" b 7'-4" b 7'-1" b 6'-10" b 6'-7" b 3" Hollow 12'-1" d 11'-5" b 10'-8" b 10'-1" b 9'-7" b 8'-9" b 8'-5" b 8'-1" b 7'-10" b 2" x 3" x 0.045" Hollow 12-10 b 11'-11" b 11'-2" b 10'-6" b 9'-11" b 9'-6" 9'-1" b 8'-9" b 8'-5" b 8'-2" b " Y d" x_0.05 Hollow 14-11 b 13'-10" b 12'-11" b 12'-2" b 11'-7" b b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 2" x 4" x 0.046" S.M.B. 17'-6" b 16'-3" b 15'-2" b 14'-4" b 13'-7" b 12'-11" b 12'-5" b 11'-11" b 11'-6" b 11'-1" b 2" x 5" x 0.050" S.M.B. 21'-8" b 1 20'-1" b 18'-9" b 17'-9" b 16-10" b 16'-0" b 15'-4" b 14'-9" b 14'-2" b 13'-9" b 2" x 6" x 0.050" S.M.B. 23'-11" b 22'-2" b 20'-9" b 19'-7" b 18'-7" b 17'-9" b 16'-11" b 16'-3" b 15'78" b 15'-2" b 2" x 2" x 0.044" Snap 10'-4 b 9'-7" b 8'-11" b 8'-5" b 7'-11" b 7'-7" b 7'-4" b 7'-0" b 6'-9" b 6' 6" b 2" x 3" x 0.045" Snap 13'-3" b 12'-3" b 1 11'-5" b 10'-9" b 10'-3" b 9'-9" b 9'4" b 8'-11" b 8'-8" b 8'-4" b ," A" n nAc" Cmmn 1R'-9" h 14'-11" h 1 14'-0" b 13'-2" b 12'-6" b 11'-11" b 11'-5" b 10'-11" b 10'-7" In 10'-3" b 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 © COPYRIGHT 2004 3A-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 9 I FASTENERS -Table 9.1 Allowable Loads for Concrete Anchors Screw Size d =diameter Embedment Depth___. _ (in.) Min. Edge Dist. 8 Anchor Spacing 5d (in.) Allowable Loads Tension Shear 6d ZAMAC NAILIN (Drive Anchors) 7d 114" 1-1/2' 1-114" 273# 236# 2" 1-1/4" 316# 236# 1.18 2.00 TAPPER (Concrete Screws) 1.21 - 12d 3116" 1-1/4" 15/a 6' 1-3/4" 15116" 288# 1 # 167# 259# 1 3/8" 1-1/4" 1-1/4' 1-3/4" 1-1/2" 1-718' 1-3/4" 3-318' 42 511# 703# 200# 216# 402# 455# POWER BOLT (Expansion Bolt 114" 2" 1-114" 624# 261# 5116" 3" 1-7/8" 936# 751 # 3/8" 3-1/2" 1-7/8" 1,575# 1,425# 1/2" 5" 2-112" 2,332# 2,220# POWER STUD (Wedge Anchor) 114" 2-3/4" 1-1/4" 812# 326# 3/8" 4-1/4" 1-7/8" 1,358# 921# 112" 6" 2-1/2" 2,271# 1,218# 518" 7" 2-114" 3,288# 2,202# Notes: 1. Concrete screws are limited to 2" embedment by manufacturers. 2. Values listed are allowed loads with a safety factor of 4 applied. 3. Products equal to rawl may be substituted. 4. Anchors receiving loads perpendicular to the diameter are in tension. 5. Allowable loads are increased by 1.00 for wind load. 6, Minimum edge distance and center to center spacing shall be 5d. 7. Anchors receiving loads parallel to the diameter are shear loads. 8. A 133% increase has been applied because wind uplift is only load. Example: Determine the number of concrete anchors required for a pool enclosure by dividing the uplift load by the anchor allowed load. For a 2' x 6" beam with: spacing = 7'-0" O.C., allowed span = 20'-5" (Table 1.1) UPLIFT LOAD = 1/2(BEAM SPAN) x BEAM & UPRIGHT SPACING NUMBER OF ANCHORS= 1/2(20.42') x 7' x 10# / Sq. FL ALLOWED LOAD ON ANCHOR NUMBER OF ANCHORS = 714.70# = 1.67 427# Therefore, use 2 anchors, one (1) on each side of upright. Table is based on Rawl Products' allowable loads for 2,500 p.s.i. concrete. Allowable Load Coversion Multipliers for Edge Distances More Than 5d Edge Distance Multipliers Tension Shear 5d 1.00 1.00 6d 1.04 1.20 7d 1.08 1.40 8d 1.11 1.60 9d 1.14 1.80 10d 1.18 2.00 11d 1.21 - 12d 1.25 - Lawrence E. Bennetts 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 © COPYRIGHT 2004 9.2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. i SECTION 7 SOLID ROOF PANEL PRODUCTS Table 7.1.4 Allowable Spans for Industry Standard Riser Panels for Various Loads Jurni Iloy 3105 H-28 2" x 0.024" 2 or 5 Rib Riser Panels Wind` Region O n Stru Pe Mono4loped Roof 1&2 3 4 span span span Screen Rooms 9 Attached Covers 1&2 3 1 4 span span span Glass & Modular Rooms Enclosed 182 3 4 span span span Overhang/ Cantilever All Roofs 100.MPH 14'-7" 17'-11" 18'-4" 13'-8" 17'-5" 17'-9" 11'-2" 14'-3" 14'-7" 4'-0" 1 __ PH 14'-1" 17'-11" 18'-4" 12'-9" 15'-9" 16'-0" 10'-0" 13'-5" 13'-9" T-11" PH 13'•4" 1T-5" : 1T-9" 11'-9/ ` 15'-1" 15'-5" 9'-11" 12'-7" 12'-10" T-9" 123 MP..H., 13'4"' i 16'-3" 1 T-4. 11'-7" 14'-10" I VA" 9'-9" 12'-5" 12'-8" 3'-8" 130_MPH 12' -9"115',V:.16' 13'-9" -m 11'-2" 14'-3" 14'-7" 9' S" 1 T-8" 11'-1.0' 3'-T' 140'MP(#' : 10'-1': 12'76" .: 12'-9' . 10'-1' 12';8' . 12'-9" 8'-11" 11'-1" 11,-3" 3'-4" 150 MPH . 10'-1` 12' 6" 12'-9"' 10'-1" 12'-6" 12=9` 8'=6" 10'-6" 10'=9" 3'-3' 3" r 12" x n-0311" 2 nr 5 Rih Ricar Pnnnlc 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 182 3 4 span span span Overhang / Cantilever All Roofs 100 MPH 15'-9" 19'-5' 19'-10" 14'-10" 18'-10" 19'-2" 12=6" 15'-5' 15'-9" 4'-0" 110 MPH 15'-3" 19'-5" 19'-10" 13'-9" 17'-10" 18'-2" 11'-3" 14'-6" 14'-10" 4'-0" 120 MPH 14'-5" 18'-10" 19'-2" 13'-2" 16'-3" 16'-7" 10'78" 13'-7" 13'-11" 4'-0" 123 MPH 14'-2" 18'-4" 18'-8" 12'-11" 1641" 1 16'-4" 10=6" 1 13'-5" 13'-8" T-11" 130 MPH 13'-9" ..:,1T-4" 1T-9" 12'-0" 15'-5"` 15'-9" 10':2" 12'-11" "f3'=2" 3'-10" 140 MPH 1 10'-11" 13'-6" 13'-9"'10'-11" 10'-9" 13'76" 1 13'-9.9'-8" 4'-0" 12'-4" 12'-7' 3'-8" 150 MPH 1 10'-11" 13'-6" 13'-9" 1 10'-11" 13'-6" 13'-9" 9'-2" 11'4" 11'-7" . 3'-6" 3" x 12" x 0.050" 2 or 5 Rib Riser Panels Open Structures Wind Region Mono=Sloped Roof 18x2 3 4 span span span Screen Rooms y -& Attached Covers 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span-- span span Overhang I Cantilever All Roofs 100 MPH 18'-5" 22'-9" 23'-2" 1T-10" 22'-0" 22'-5" 14'-7" 18'-8" 19'-1" 4'-0- 110 MPH 18'-5" 22'-9" 23'-2" 16'-1" 20'-10" 21'-3" 13'-9" 17'-9" 18'-1" 4--o- 120 MPH 17"-10" 22'-0" 22'-5" 15'-5" 19'-10" 20'-3" 12'-11" 15'-11" 16'-3" 4'-0" 123 MPH 1T-4" 21'-5" 21'-10" 15'-2" 19'-6" 19'-10" 12'-8" 15'-8" 15'-11" 4'-0" 130 MPH 16-1" 20'-4" 20'-9" 14'-7" 18'-8" 19'-1` 11'-11" 15'-1" 15'-5" 4'-0" 140 MPH 12'-9" 15'-9" 16'-1" 12'-9" 15'-9" 16'-1" 11'4" 14'-5" 14'-9" 4'-0" 150 MPH 12'-9" 15'-9" IVA" 12'-9" 15'-9" 16'-1" 10'-9" 13'-9" 14'-0" 4'-0" Note: I oral mor panel whin = mom wwm + wan wimn + ovemang. Lawrence E. Bennett, P.E. FL # 1664 CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 11 TELEPHONE: (386) 7674774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 7"30 NOT TO BE REPRODUCEDJN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS .LW` FOR MAX. H* UPRIGHT / I HEIGHT () h / EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) 1"X2" 'I MIN. 3-1/2" SLAB ON GRADE VARIES OR RAISED FOOTING (FOR FOOTINGS SEE DETAILS TYPICAL SCREEN, ACRYLIC OR VINYL ROOM PAGE 3A-37, 38, 39) W/ SOLID ROOF TYP. FRONT VIEW FRAMING * (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) 'LW' LOAD WIDTH FOR ROOF BEAM P/2'P/2' SIZE BEAM AND UPRIGHTS (SEE TABLES) O.H. SOLID ROOF NO MAXIMUM (ELEVATION SLAB OR GRADE) *-- VARIES VARIES ALTERNATE CONNECTION @ FASCIA ALLOWED (SEE SECTION 7 FOR DETAILS) P = PROJECTION FROM BLDG. LW = LOAD WIDTH NOTES: 'P' VARIES 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 1 140 1 150 #8 1 #10 1 #12 1 #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) 767-4774 FAX: (386) 7676556 PAGE @ COPYRIGHT 2004 i 3A-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SOLID ROOF PANEL PRODUCTS SECTION 7 HOST STRUCTURE TRUSS OR RAFTER 1" FASCIA (MIN.) BREAK FORMED METAL SAME THICKNESS AS PAN (MIN.) ANCHOR TO FASCIA AND / RIZER OF PAN AS SHOWN �- #8 x 3/4" SCREWS @ 6" O.C. #8 x 1/2" SCREWS @ EACH RIB ROOF PANEL W I.- ---_ Za a o .� HEADER (SEE NOTE BELOW) #8 x 1/2" S.M.S. @ 8" O.C. FOR MASONRY USE 1/4" x 1-1/4" MASONRY EXISTING HOST STRUCTURE: ANCHOR OR EQUAL WOOD FRAME, MASONRY OR @ 24" O.C.FOR WOOD USE OTHER CONSTRUCTION #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O.C. ALTERNATE ROOF PANEL TO WALL DETAIL SCALE: 3"= 1'-0" ROOF PANELS SHALL BE ATTACHED TO THE HEADER W/ (3) EACH #8 x 1/2" LONG CORROSION RESISTANT S.M.S. W/ 1/2" WASHERS. ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH #8 x 1/2" SCREW EACH. THE PANS MAY BE ANCHORED THROUGH BOXED PAN W/ (3) EACH #8 x 1" OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RIB SCREW. ID ofIs Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT YY P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767.4774 FAX: (386) 767.8556 © COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7-7 ROOF OVER SYSTEMS SECTION 5 48.00" I 1.0 # DENSITY E.P.S. FOAM & 3105 H-14 OR H-25 ALUMINUM ALLOY (PATENT # 4 769,963 AND 5,086,599) SNAP - N - L66K PANEL ® SCALE: 3`17-11-0-7 1'-0" Table 5.3 Structail Building Systems Inc. Snap & Lock® Allowable Spans For Composite Roof Panals Composite Roof Panels P P Manufacturers Proprietary@Various Loads for Roof Overs 3"x48" Product: Aluminum Alloy 3105 H-14, H-28 Foam Core E.P,S. 1#Density x 0.024'" Panels Wind Maximum Allowable Span 4' x " x 0.030" Panels Region 1 & 2 34 Wind Maximum Allowable Span Max Region 1 & 2 Span Span Span Cantilever 3 4 Max 100 M.P.H. 20'14" 22'-9" Span San 21'-11" 4'-0" 100 M.P. P Span Cantilever 110 M.P.H. 18' 8" 20'-11" 20'-2" q-0" H. 22'-3" 24'-11" 110 M.P.H. 20' 6" 24'-1" 4-0.1 120 M.P.H. 17'-5" 19'-5" 18'-104--T22'-11" 22'-2" 123 M.P.H. 16'-11" 18'-11" 18'-3" 120 M.P.H. 19'-1" 4-0" 4'-0.. 21'-4" 20'-7" 4'-0^ 130 M.P.H. 15'-11" 17'-9" 17'-2" 123 M.P.H. 18'-6" 20`-9" 20'-0" 140 M.P.H. 12' 4" 3' 1 i" 130 M.P.H. 17'-5" 4'-0" 13'-9" 13'-3" 0�_0„ 19'-6" 18'-10" 4'-0- 150 M.P.H. 12'-4" 13'-9" 140 M.P.H. 13'-6" 15'-1" 14'-7" 0-0.. -0" 15'-1" 4' 14' 7" -0" 3"x48" x 0.02 150 M.P.H. 13' 4" Panels Wind x z." x Maximum Allowable Span 4 0.030" Panels Wind Maximum Allowable Span Region '1 &2 3 4 Max Region Span Span Span Cantilever 1 & 2 3 4 Max 100 M.P.H. 23'-5" 26-2" 25'-3" Span Span. Span Cantilever 110 M.P.N. 21'-6" 4-0" 100 M.P.H. 25' 8" <4'-1" 23'-3" 4-0^ 28'-9" 27'-9" 4'-0" 120 M.P.H. 20'-0" 22'-5" 21'.81, 110 M.P.H. 23' 8" 26'-5" 25'-6" 123 M.P.H. 19'-5" 4-0 120 M.P.H. 21'-11" 24'-7" 4 " 21' 9" 21'-0" 4'-0" 123 M.P.N. 21' 4" 23' 9" 4' 0^ 130 M.P.H. 18'-3" 20' 23'-11" 23'-1" 140 M.P.H. 14'-2" 15'-10" 15` 4" 130 M.P.H. 20'-1" 4'-0" 4'-0., 22'-5" 21'-8" 4-0.. 150 M.P.H. 14'-2" 15'-10" 15'-4^ 140 M.P.H. 15'-7" 17'-5" Note: Spans may be interpolated. 3 1 I" 150 M.P.H. 15'-7" 16-10" 4--0^ � 1 T-5" 16'-10" 4'..p^ �J 4�* e® �=;2-9 tf�461►iL� 3S0 �8URBANK ROAD, Lawrence E. Bennett, P.E. FL # 16644 LNAT101KJWID'E SMARFLORIDA 34677 CIVIL ENGINEER. DEVELOPMENT CONSULTANT 1-e00-229-5257 P.O. BOX 214368, SOUTHDAYTONA,FL32121 CAL 813-855-2627AX B 1 3-855 B 1 28 TELEPHONE: (386) 767-4T74 FAX: (386) 767.6556 © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PEf2MiS510N OF LAWRENCE E. BENNETT, p.E PAGE