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HomeMy WebLinkAbout130 Wornall Dr (2)Permit # :0 y Job Address: Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION Date: REGEI VED ALL R 0 - Zoning: Zoning: Value of Work: $ d b-,� Permit Type: Building __V_ Electrical Electrical: New Service — # of AMPS Mechanical: Residential Non -Residential _ Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets _ Occupancy Type: Residential Commercial Mechanical Plumbing Fire Sprinkler/Alarm Pool _ _ Addition/Alteration Change of Service Temporary Polc,_ Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair — Residential or Commercial Industrial Total Square Footage: 0 9 2005 Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name & Address: Phone & Fax: -I-r)i —6�i� Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: oe— 300 T O State License Number: Contact Person: S®i(J`�lZt� Phone: '%7 67805«o Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. AcceptancAgnure v ion that I wi of the o ner of the property of the requireme s f Florid Lien L 713. o_ Owner/Agent Date �ture of Contractor/Age t Date �� -n sola Print Owner/Agent's Name Print Contractor/Agent's Name ,. , O /D'/�f-©i Signature of Florid Date Signature of Nota State o I rida Date Owner/Agent is —Personally Known to Me or Xrodueed I D F' APPLICATION APPROVED BY: Bldg: Zonine: (Initial & Datc) Special Conditions: WILLIAM M. HERRIN, JR. Notary Public, State of Florida My coinu,. expires Feb. 16, 2008 1293 Bonded thru Ashton Agency. Inc .(800)451-4854 Contractor/Agent is v Personally Known to Me or Produced ID Utilities: (Initial & Date) FD: (Initial & Date) (Initial & Date) WILLIAM M. HERRIN, JR. Notary public, State of Florida My coinr:: ?xpires Feb. 16, 2008 No. DD291293 Bonded thru Ashton Agenc,,!nc.(800)451-4854 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www.scpafl.org/pls/web/re web.seminole_county_title?parcel=3319305140000041... 10/14/2005 3 105 201 158 130161 1;D�R T' DAVID JOHNSON. CFA. ASA PROPERTY BRUSH 51. 'S8 59 40 52 57 39 56 APPRAISER 3334 36 37 38 53 54 55 41 42 tiEMINOLECOUNTY FL. 48 47 45 44 43 71 flt E. FIRST 8r 1777s.l nFc 1413 12 1110 9 8 7 6 _ . 22 2 20 1 b 18 17 16 15 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 33-19-30-514-0000-0410 Number of Buildings: 1 Owner: ORTIZ HECTOR L & Depreciated Bldg Value: $106,127 Own/Addr: ALVAREZ YVONNE M Depreciated EXFT Value: $0 Mailing Address: 130 WORNALL DR Land Value (Market): $28,2 City,State,ZipCode: SANFORD FL 32771 $00 Land Value Ag: $ Property Address: 130 WORNALL DR SANFORD 32771 $134,327 Subdivision Name: COUNTRY CLUB PARK Assessed Value (SOH): $107,083 Tax District: S1-SANFORD Exempt Value: $25,000 Exemptions: 00 -HOMESTEAD Taxable Value: $82,083 Dor: 01 -SINGLE FAMILY 2005 VALUE SUMMARY SALES Tax Value(without SOH): $2,192 Deed Date Book Page Amount Vac/Imp Qualified $1,576 SPECIAL 01/2001 $120,000 Improved Yes WARRANTY DEED $616 WARRANTY DEED 10/2000 $22,000 Vacant Yes 2005 Taxable Value: $78,964 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontae DeLand Unit Land gpth PLATS: Pick... Method Units Price Value LOT 41 COUNTRY CLUB PARK PB 50 PGS LOT 0 0 1.000 28,200.00 $28,200 63 THRU 66 BUILDING INFORMATION Bid Year Base Gross Heated Bid Est. Cost Bid Type Fixtures Ext Wall Num Bit SF SF SF Value New 1 SINGLE 2001 6 1,302 1,876 1,302 CB/STUCCO $106,127 $108,848 FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED / 122 Appendage / Sgft GARAGE FINISHED/ 416 Appendage / Sgft OPEN PORCH FINISHED / 36 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re web.seminole_county_title?parcel=3319305140000041... 10/14/2005 2 LIMITED POWER OF ATTORNEY I hereby name and appoint of in fact to act for me and apply to fora BUILDING at a location described as: Section Range Lot Block Subdivision I �c-) L�-)<�r,\ Z' l I Dr- ( ` (Address of Job) -V l DATE to be my lawful attorney permit for work to be performed inn �Q- -)/�7'I Z (Owner of Property and Address) Township and to sign my name and do all things necessary to this appointment. THOMAS A. ORIE SR. RX0045740 Type or Pri Cer ' ed Cpr►tr�c� , Dense # Signature of Certified Contractor Acknowledged: Sworn to and subscribed before me this—E I,� Day of v lt� A.D. 20 Notary Public, State of Florida (Seal) ] 1 My Commission Expires: ZZ ROBYN WHITAKER Notary Public, State of Florida My comm. expires Dec. 2, 2008 Bonded thru Ashton Agency,lnc.(800)4D51�4854 Permit Number ' Parcel Identification Number,3 3 - g -3o -3-1 Z/ -0000 ^ 04� Prepared by: � - %���� SUPERIOR ALUMINUM Return to: INSTALLATIONS, INC. 3005 Forsyth Road VVi I't r F'ar'r„ FL 32792-82-08 I I1i119 l191! 99t tt�t�tiliftiil}�-{�f�ll-Il-fllil �I MARYANNE MORSE, CLERK OF CIRCUIT COURT SEM NOLE COUNTY BK Ci=+�i89 PG 1667 CL RK' S 4 2005195063 C �RDED 11!09/2005 12:51:26 PIT Ei; RDING FEES 10.00 REC RDED BY G Harford NOTICE OF COMMENCEMENT � State of r County of D0`� camf'iEo CONY �) MARYANNE 1VIOR` CLERK OF CIRCUIT C t IV 011 C[Inly, F The undersigned hereby gives notice that improvement(s) will be made to certain real, property, -and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property (legal description of the property, and street address if available) 2. General description of Irtiproement(s) Aon LUC '4J 4 NnP kt �" 3. Owner Information Name 4e -1--6Z- Q Q_R_:L Telephone Number ��I _ 3 '7 Z 9 7 Address 3rc> \j,3 o 0_0 AU Q,.. Fax Number 3�q,7( Interest in Property: 4. Fee Simple Title Holder (N other than owner shows above) Name Telephone Number P,,-fAddress Fax Number o7 - 0 y Contractor Name Telephone Number Address Fax Number 6. Surety (if any) Name ' Address 7. Lender (if any Name Address Telephone Number Fax Number Amount of bond $ Telephone Number Fax Number 8. Persons within the State of Florida designated by Owner upon whom notices -or other documents may be served as provided by 713,13(1)(a)7, Florida Statutes. Name Telephone Number Address Fax Number 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. Name Telephone Number Address Fax Number 10. Expiration date of notice of commencement (if expiration date is one year from the date of recording unless different date is specked): Date Signed S gnat re of Owner (tgq: per 713.13(1)(8), -owner must sign ... and no one else may be permitted to sign in his or her stead." Sworn to and subscribed before me this day of /9- eY'- _,20_0-5. by who is personally known to me OR �uced �— as identification. , Signature of Notary WILLIAM M. HERRIN, JR. Notary Public, State of Florida My comm. expires Feb. 16, 2008 No. OD291293 1_,8ondUAjshton Agency, Inc. (800)451-4854 ZL'. voofe BEARINGS SNDIN HEREON BA5ED ON CENTER LINE BEARING OF %� C D ds G�aO rpf ■ G o '� w \ �a °iNO �3\\ It �� 5 , o ..�' 2 GO��G -lam \ � � � ,•"�� � LEGAL DESCRIPTION- Lot ¢/, Country Club Park (Phase I), a Subdivision according to map in Plat Book 50 Pages 63 through 66, oma' ��" / ✓ `h �, �� i e A Inclusive, Public So Records of Volusia��/ County, Florida. �U /6 . `✓�� � ' ..gam%.�B � FLOOD CERTIFICATION: (Map Date April 17, 1 995) This is to certify that I n>zr✓ C� have consulted the Federal o ti 1 Insurance Flood Hazard Boundary Map and found the I ABOVE named property IS NOT located in a special flood ✓���� ��� — — o ��! y,� AQf' pC 5�� `✓` hazard area, according to Community Panel Map No. 12117C 0040 E Map, Panel elf ��ly `�� G�,��G 40 o� 260, ZONE "X"_ p/1 ��°� Q� p�✓l FINAL SURVEY CERTIFIED T0: HECTOR L. ORTIZ., YVONNE M, ALVAREZ., KAMPF TITLE GUARANTY CORPORATION., OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY., ACCEPTANCE MORTGAGE.i•R®UP DATED: DECEMBER 18, 2000. FOUNDATION LOCATION CERTIFIED TO: MASTERPIECE HOMES, INC., KAMPF TITLE B GUARANTY CORPORATION., OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY., FIRST UNION NATIONAL BANK OF FLORIDA., DATED. OCTOBER 20, 2000. Gi A=Aro Length CONC—Concrete INV.=invert A/C=Alr Conditioning Unit A -Delta (Central Angle) L -Length of Arc (P =Plat RCP—Relnforced Concrete Pipe PC=Poinf of Curve RLS—Registered Land Surveyor rz e BM=Benchmark (D)=Deed Call LB=Land Surveying Business �—Center Line PCP=Permanent Control Point T—Tangent ELEV or EL=Elevation LS—Land Surveyor (Registered) PRC=Point of Reverse Curve TBM—Temporary Benchmark CAN=Cable TV Service FD=Found M.B.=Mop Book PRM=Permonent Reference Monument WI -With o CB—Concrete Block FiN. FL=Finish Floor Elevation MON=Monument PSI=Point of Street Intersection m CHBRG=Chord Bearing (FM)=Field Measurement NO I.D.=No Identity PVC=Poly—Vinyf—Chloride Pipe CHD=Chord Distance FIA4= Force Main O.R.=Official Record Book R=Radius of Curve or Radial Line This Plat of Survey is certified to and prepared There may be additional restrictions and/or other for the sole and exclusive benefit of the entities This Survey / Sketch has been prepared without matters of record not shown on thle Survey / and or Indlviduols shown hereon, valid on the most benefit of abstract or title search unless Sketch that may be found in the Public Records 2 current dote shown hereon, and shall not be relied 94herwise noted hereon. of the county or contained within the Title upon by any other entity or individual whomsoever. Commitment. NOT VAUD WITHOUT THE SIGNATURE BLACKWELL 8 ASSOCIATES SYMBOLS t AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR LAND SURVEYORS, N INC0 = REBAR FOUND (SIZE SHOWN HEREON) 0= 1/2' REBAR L CAP SET AND 1v/APPER. P.O.BOX 1013 * ORANGE CITY, FL. ❑ = 4'x4' CONCRETE MONUMENT & CAP SET 995 W. VOLUSIA AVE, x DELAND, FL, ■ PH, (904)-734-8050 ■ = CONCRETE MONUMENT FOUND (SIZE SHOWN HEREON) e = R.L.S. DISC/NAIL FOUND (SIZE SHOWN HEREON) BLAC, & ASSOCIATES s�c�/�yc��Eo Tom: a = R.L.S. DISC/NAIL SET LAND LAND SURVEYORWELLS, EYORS, INC. 0 = IRON PIPE FOUND (SIZE SHOWN HEREON) (LB #2791) ♦ = RAILROAD SPIKE FOUND _' • = BOLT FOUND �,^ f,;.,�" ,^•��,�'_. -� • = P/K NAIL FOUND } BY "� DATE RALP E. BLACKWELL - -- — W.O. No, REGISTERED LAND SURVEYOR DRAWN BY FLORIDA CERTIFICATE No. 3282 FIELD BOOK FILE No. -14 ,Surr.RIOR 22 �, ALUMINUM INSTALLATIONS, INC. 14-3 1 'z- CLA v-, ac I 1IG r Jf 14-3 M 14.1 N zfi3 I �m I Job name: Job number: _ Date: Drawn by: _ Scale: '/4" = 1' x 1 'z- CLA v-, ac I 1IG r Jf 14-3 M 14.1 N zfi3 I �m I Job name: Job number: _ Date: Drawn by: _ Scale: '/4" = 1' SCREEN ENCLOSURE MEMBER BY OTHERS CAULK BETWEEN WINDOW FLANGE 3 SCREEN ENCLOSURE 08 INSTALLATION_�� — 3/16* MAX. SPACE SCREW ANCHOR WINDOW - FRAME HEAD EXTERIOR WINDOW HEIGHT WINDOW FRAME SILL 18 INSTALLATION SCREW ANCHOR _r 3/16' MAX. SPACE CAULK BETWEEN _. WINDOW FLANGE k SCREEN ENCLOSURE SCREEN ENCLOSURE MEMBER BY OTHERS SECTION A -A WINDOW WIDTH 3/16' MAX. SPACE WIDOW FRAME SCREEN ENCLOSURE JAA1B \ r NEARER BY OTHERS CUSTOM WINDOW SYSTEMS, INC. OCALA, FLORIDA ACRYLIC WINDOW O.S.M. INSTALLATION DETAIL FOR PORCH ENCLOSURES 4vG.vE�i: CAM. AB ;r _• 5/20/02 SGL_: N.T.S. Y . vo: CWS EXTERIOR CAULK BETWEEN WINDOW FLANGE R /8 INSTALLATK)N SCREEN ENCLOSURE SECTION B -B SCREW ANCHOR WINDOW WIDTH A MOTES: 1 WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063 8 B 2 INSTALLATION ANCHORS. /8 SCREWS. MUST BE SPACED 6' MAX. WINDOW FROM CORNERS AND SPACED 24' O.C. MAX. HEIGHT 3) CAULK BEHIND WINDOW FLANGE WITH LATEX CAULK. APPLICATION OF LATEX CAULK MUST COMPLY WITH SEALANT MANUFACTURERS RECOMMENDATIONS. 4) WINDOW VENTS SHALL BE REMOVED WHEN WINDS EXCEED 75 MPH AS PER BUILDING CODE. A EXTERIOR ELEVATION CUSTOM WINDOW SYSTEMS, INC. OCALA, FLORIDA ACRYLIC WINDOW O.S.M. INSTALLATION DETAIL FOR PORCH ENCLOSURES 4vG.vE�i: CAM. AB ;r _• 5/20/02 SGL_: N.T.S. Y . vo: CWS SECTION 3A ALTERNATE CONNECTION DETAIL 1" x 2" WITH (3) #10 x 1-1/2" S.M.S. INTO SCREW BOSS (2) #10 x 1 1/2" S. M. S. INTO SCREW BOSS ANCHOR 1" x 2" PLATE TO CONCRETE W/ 1/4"x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AND 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6 x 6 -10 x 10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE SCREEN, ACRYLIC & VINYL ROOMS BEAM/HEADER ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS MIN. (3) #10 x 1 1/2" S.M.S. INTO SCREW BOSS 1" x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE ALTERNATE HOLLOW UPRIGHT TO BASE AND HOLLOW UPRIGHT TO BEAM DETAIL SCALE: 3"= l'-0" ANCHOR 1"x 2" CHANNEL TO CONCRETE WITH 1/4" x 2-1/4"CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AT 24" O.C. MAX. OR THROUGH ANGLE AT 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6x6 -10x10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE HEADER BEAM (4) #10 x 1/2" S.M.S. EACH SIDE OF POST H -BAR OR GUSSET PLATE 2" x 2" OR 2" x 3" OR 2" S.M.B. POST MIN. (4) #10 x 1/2" S.M.S. @ EACH POST 1" x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL SCALE: 3" =1'-0" Lawrence E. Bennett, P.E. FL # 16644 CNfL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE. (386) 767.4774 FAX: (386) 76746556 © COPYRIGHT 2004 PAGE 3A-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION 3A SCREEN, ACRYLIC 8r. 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 For 3 second wind gust at 110 MPH velocity; using design load of 11 #/SF Tributary Load Width 'W' = Purlin Spacing Sections 3'-0" 3'-6" 4'-0" 1 4'-6" 1 5'-0" 5'-6" 1 6•-0" Allowable Height 'H'/ bending 'b' or deflection 'd' Hollow 0-0 b 2" x 2" x 0.044" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-8" b 7'-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 6'-6" b 2" x 2" x 0.055" Hollow 10'-3" b 9'-6" b 8'-11" b 8'-5" b 7'-11" b 7'-7" b —FT—b 7'-3" b 6'-11" b 6'-9" b b 7'-2" b 3" x 2" x 0.045" Hollow 11'-3" b 10'-5" b 9'-9" b 9'-3" b 8'-9" b 7'-11" b 7'-8" b 9'-2" b 7'-5" 8'-10" b 8'-6" 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 8' 8" b 8' 4" b 8'-1" b 2" x 3" x 0.045" Hollow 12'-9" b 11'-9" b 11'-0" b 10'-5" b 9'-10" b 9'-5" b 8'-11" b 11'-6" b 11'-0" b 10'-8" b 10'-3" 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 14'-1" b 13'-6" b 12'-11"b 12'-6" b 12'-1" b 2" x 4" x 0.046" S.M.B. 19'-1" b 17'-8" b 16'-6" b 15-7" bA 14'-9" b '-5 18'-3" b 17'-5" b 16' 8" b 16'-0" b 15' S" b 14'-11" b 2" x 5" x 0.050" S.M.B. 23'-7" b 21'-10" b 20" b 19'-3" b b 21'-3" b 20'-2" b 19'-3" b 18'-5" b 17'-9" b 17'-1" b 16' 6" b 2" x 6" x 0.050" S.M.B. 26'-1" b 24'-2" b 22'-7" b 8' 8" b 8' 3" b T-11" b T-7" b —77--4 " b T-1" b' 2" x 2" x 0.044" Snap 11'-3" b 10'-5" b 9'-9" b 9'-2" 12'-5" b 11'-9" b 11'-2" b 10'-7" b 10' 2" b 9' 9" b 9'-5" b 9' 1" b 2" x 3" x 0.045" Snap 14'-4" t 13' 4" b b 15'-3" b 14'-4" b 13'-7" b 12'-11" b 12'-5" b 11'-11" b 11'-6" b 11'-1" b 2" x 4" x 0.045" Snap 17'-7" b .16'-3" 14'-2" b 13'-9" b 2" x 5" x 0.050" S.M.B. a23 For 3 second wind gust at 120 MPH velocity; using design load of 13 #/SF 18'-9" b 20'-9" b 17'-9" 1-9-7" b 18'-7" b 17'-9" b 16'-11" b 1.-0. b Tributary Load Width W'= Purlin Spacing b 2" x 6" x 0.050" S.M.B. 3'-0" 3'-6" 4'-0" 1 4'-6" 5'-0" 5'-6" 1 6'-0"1 6'-6•• 7'_0" 7'-6" Sections 6'-9" b Allowable Height 'H' I bending'b' or deflection'd' 2" x 2" x 0.044" Sna 7'-6" b 7'-1" b I 6'-8" b 6'-5" b 6'-1" b 5'-11" b 5'-8" b 5'-6" b 2" x 2" x 0.044" Hollow 0-0 b 8'-9" b 8'-2" b 7'-9" b 7' 4" b 6' 11" b 6' 8" b 6'-5" b 6'- b b 2" x 2" x 0.055" Hollow 9'-5" b b 8'-11" b 8'-6" b 8'-0" b 7'-8" b 7'-4" b 7'-1" b 0 6'-10" b 6'-7- 6'-7" b 3" x 2" x 0.045" Hollow 10'-5" b 9'-7" 10'-1" b 9'-7" b 9'-2" b 8'-9" b 8'-5" b 8'-1" b 7'-10" b 3" x 2" x 0.070" Hollow 12'-1" d 11'-5" b 10' 8" b 9' 6" b 9'-1" b 8'-9" b 8'-5" b 8'-2" b 2" x 3" x 0.045" Hollow 12'-10" b 11'-11" b 11'-2" b 10'-6" b 9'-11" b b 10'-7" b 1 D'-2" b 9'-9" b 9'-5" b 2" x 4" x 0.050" Hollow 12'-11" b 12'-2" b 11'-7" b b 11'-0" 12'-11" b 12'-5" b 11'-11" b 11'-6" b 11'-1" b 2" x 4" x 0.046" S.M.B. 15'-2" b 14'-4" b b 13'-7" 16'-10" b 16'-0' b 15'x" b 14'-9" b 14'-2" b 13'-9" b 2" x 5" x 0.050" S.M.B. a23 E2b 18'-9" b 20'-9" b 17'-9" 1-9-7" b 18'-7" b 17'-9" b 16'-11" b 1.-0. b 15'-8" b b 2" x 6" x 0.050" S.M.B. 7'-11" b 7'-7" b 7' 4" b 7'-0" b 6'-9" b 6'-6- 6' 6" b 2" x 2" x 0.044" Sna 8'-11" b 8'-5" b 10'-3" b 9'-9" b 9'-4" b 8'-11" b 8'-8" b 8'-4" b 2" x 3" x 0.045" Snap 13'-3" b 17-3" b 11'-5" b 10'-9" b 12'-6" b 11'-11" b 11'-5" b 10'-11" b 10'-7" b 10'-3" b 2" x 4" x 0.045" Snap 16'-2" b 14'-11" b 14'-(b 13'-2" b Notes: length of knee brace. Add horizontal distance from upright to center of brace to beam connection tot e 1. Above spans do not Include 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) 7676566 PAGE © COPYRIGHT 2004 3A•24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 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 authorization also applies to contractor Master File Drawings, "ONE JOB ONLY" drawings, or any "SITE SPECIFIC" drawings that I may furnish for the contractor. Timothy J. Orie Superior Aluminum 3005 Forsyth Road Winter Park, FL 32792 Should yoir have any questions please contact me at your conveniences •Sincerely,_ , Lawren- E. Bennet , P.E. ##16644