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HomeMy WebLinkAbout124 Rosehill TrlDECEIVED NOV 16 2006 Permit # : 0 / - / o I _ / Date: Job Address: IN All %/ QN DL O . 's r x3 I — -- Description of Work: )P ' X ,Za 5eRVn RL M Historic District: Zoning: Value of Work: 3 00 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm _ Pool — CITY OF SANFORD PERMIT APPLICATION Electrical: New Service - # of AMPS Mechanical: Residential Non -Residential _ Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets — Occupancy Type: Residential Commercial Construction Type: # of Stories: Bonding Company. Address: Mortgage Lender: Addition/Alteration Change of Service Temporary Pole __ Replacement New (Duct Layout& Energy Calc. Requires!) of Water& Sewer Lines # of Gas Lines Plumbing Repair - Residential or Commercial Industrial Total Square Footage: of Dwelling Units: Flood Zone: (FEMA form require t for other than X) State License number: (-(if- VZFKV f T Contact Person: tJiln Phone: Address: Architect/Engineer. A uO>.'!C ,[%19! Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no worker installation has commenced pi for 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 i separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 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,yate agencies, or federal agencies. Acceptance of it is verifies ' that 1 will notify the owner of the property of the requirements of Florida Lien FS 7 3. Signature of er gent Daft Signature of Contr r/A eat ate Brid9ette M Sandlids" arr` Bridgette M Sandi t n,S V v Ly ( ( ` ' MY Commission DD2971111' Commission DD2971 Print Owner/Agent's Name V nt co for/Agent's a or ti felt March 07 2001! V.-T. rt Expires March 07 2008 o 0 0 lon Date Signature of N Brat of Florida Date Owner/Agent is Personall wn e r A/r - Contractor/Agent is _ Personally Known to Me or Produced 16 7l _ Produced ID T.2 (0 - 7W;Sn p APPLICATION APPROVED BY: Bldg. ` tl`, Zoning: ea 11.7h.06 Utilities: FD: Ittiti &Dal) (Initial & Dal) (Initial & Date)(Imdal & Dat) Special Conditions: 55° 9 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 DAviv JoN sops. CFA, ABA PROPERTY APPRAISER BEMNNOL6_C-% FL 1101 E.FUMT.ST RMF03W, FL 32771-14M 407-G 75M 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 18-20-31-503-000D-0130 Number of Buildings: 1 Owner: JOLY ROBERT J & RUBY J Depreciated Bldg Value: $182,092 Mailing Address: 124 ROSE HILL TRL Depreciated EXFT Value: $0 City,StateApCode: SANFORD FL 32771 Land Value (Market): $34,000 Property Address: 124 ROSE HILL TRL SANFORD 32771 Land Value Ag: $0 Subdivision Name: ROSE HILL Just/Market Value: $216,092 Tax District: S1-SANFORD Assessed Value (SOH): $145,321 Exemptions: 00-HOMESTEAD (2002) Exempt Value: $30,000 Dor: 01-SINGLE FAMILY Taxable Value: $115,321 Tax Estimator SALES 2006 VALUE SUMMARY Deed Date Book Page Amount Vac/imp Qualified Tax Value(without SOH): $3,682 WARRANTY 2006 Tax Bill Amount: $2,187 08/2001 04184 0814 $134,900 Improved Yes DEED Save Our Homes (SOH) SPECIAL Savings: $ 1,495 WARRANTY 0911998 03496 1719 $1,456,500 Vacant No 2006 Taxable Value: $111,088 DEED DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pidt... © I Method Units Price Value LOT 0 0 1.000 34,000.00 $34,0001 LOT 13 ROSE HILL PB 54 PGS 41 & 42 BUILDING INFORMATION Bid Bid Type Year Fixtures Base Gross Living Ext Wall Bid Value Est Cost Num Bit SF SF SF New 1 SINGLE 2001 9 1,968 2,372 1,968 CB/STUCCO $182,092 $187,724 FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED / 28 Appendage / Sgft GARAGE FINISHED / 376 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed Permits Assessed values shown are NOT certified values and therefore are subject to change before being finalized for adROTE: valorem tax purposes. If you recently purchased a homesteaded ry ur next ar's property tax will be based on Just/Market value. http://www.scpafl.org/web/re web.seminole county title?PARCEL=l8203150300000130... 11/9/2006 Limited Power Of Attorney Date 11-9-06 1 herby name and appoint Mary Eden of Eden Construction Corp To be my lawful attorney in fact to act for me and apply to City of Sanford Building Dept. For a Building permit for work to be performed at location described as: Parcel Id# 18-20-31-503-0000-0130 Joly Lot 13 Rose Hill PB 54 PGS 41 & 42 Job Namc and Address Robert Joly 124 Rose Hill Trail Sanford, FL. 32773 Owner of Property and Address and to sign my name and do all things necessary to this appointment Type or Print Name of Certified Contractor Signature of Certified Contractor The foregoing instrment was ackn edged before me this Dad f 20 6G BY who is personally o to me and/o h produced 09Z fir- -% 2- Tr AG as identification and who did(did not) take an oath ,-/ NotaryI/ commission# Expires r O Seal) eVll, Bridgette M Sandi My Commission DD297111 n Expires March 07 2008 THIS INSTRUMENT PREPA ED NAME: am eqnskkA ADDRESS: 0/51 s' ki SLE CoUA;Ty naxaw• s NAIURAr C"OK..T. NOTICE OF COMMENCEMENT Building & Fire Inspectic 1101 East 1 at Stri Sanford, FL 327 State of Florida County of Seminole Permit No. Tax Folio No. (PID) The undersigned hereby gives notice that improvement 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. DESCRIPTION OF PROPERTY (Legal description of the property and street address) LOT /3 RQV ,l%'/% ,b 51/ E65 a/,; 41 .... vvri. MARYANNE MORSE GENERALDESCRIPTIONOFIMPROVEMENT OF CIRCU)r OWNER INFORMA' Name and address Interest in property (Fee Supple, Partnership, etc.) NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER. (IF OTHER THAN OWNER) CONTRACTOR Name and address J 6 ' 2006 SURETY ( Bonding Company)i 11Mi 1 ll t IMN Nl lllj Name and address MARYANNE HORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY AmountofBondBK 06486 Pg 0040; ( I pg ) LENDER CLERK • S # 20fl 2328 RECORDED 11/ 16/2006 12:26:14 PM Name and address RECORDING FEES 10.00 RECORDED BY G Harford Persons within the State of Florida designated by Owner upon whom notice or other documents may be served as provided by Section 713.13( l)(a)7., Florida Statutes: Name and address Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes: Name and address: s*****s********************************* sue In addition to himself, Owner Designates To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement T'ne expiration date is 1 year from date of recording unless a different date is specified.) Sw o o& and bs 1, befor me this `1 Day of Al_z vim My Commlissioa Expires: Q #0 0 Bndgette M Sandi r r:( l7 ( ( 7/t N "'" • Mr Commission DD297111 Notary Public No no+° Expires March 07 200i of The foregoing instrument was acknowledged before me this day of by Name of person acknowledged), who is personally known to me or who has produced (Type of identification), as identification and who did/did not take and oath. EFFIC'. 91- 77 3 r r 07- o2,k lL 0 3AZk:OAS- ljf-' 7 257 67 P # PIANSREVIEWED; PERMIT SANFqRD CITYOF F-den Construction &rporation 10151 Urty+ SHY-BW. Ste. 137 Orlando, FL 32817 - - 407) A71-9697 F)O5 r r v E 7 73 Pops tD N C-',A) polre- SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM (SEE TABLES 3A.1.3) H SECTION 3A HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST TYPICAL SLOPED SOLID ROOF ENCLOSURE SCALE: N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM (SEE TABLES 3A.1.4) HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL TYPICAL GABLE SOLID ROOF ENCLOSIIJ,R5 .. 0751 REVIEWED SCALE: N.T.S. CITY OF SANFORD Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214365, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767-4774 FAX: (386) 767-65M I PAGE COPYRIGHT O BE REPRODUCED E. ODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE BENNETT, P. E. IO 3A-1 I r. 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" = 1'-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 # 16W CIVIL ENGINEER - DEVELOPMENT CONSULTANT PLA14S REV I ESN ED P.O. BOX , SOUTH DAYTONA, FL 3Z721 CITY OF SA14FORDTELEPHONE-,(386) 7674747 FAX: (3W T67-65M PAGE COPYRIGHT zm 3A-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. f' 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: 2) #10 x 1-1/2" S.M.S. HROUGH SPLINE GROOVES IDE WALL HEADER ATTACHED TO 1" x 2" OPEN ACK W/ MIN. (2) #10 x 1-1/2" M.S. IDE WALL GIRT ATTACHED 1 x 2" OPEN BACK W/ MIN. (3) 10 x 1-1/2" S.M.S. IN SCREW OSSES FRONT AND SIDE BOTTOM RAILS ATTACHED TO ONCRETE W/ 1/4" x 2-1/4" ONCRETE/MASONRY NCHORS @ 6" FROM EACH OST AND 24" O.C. MAX. AND ALLS MIN. 1" FROM EDGE OF ONCRETE TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 PLANS REVIEWED CIVIL ENGINEER- DEVELOPMENT CONSULTANT ® CITY A n 1DP.O. BOX 214368, SOUTH DAYTONA, FL 32121 CT ` TELEPHONE: ( 386) 767-4T74 FAX: ( 386) 767-6555 I PAGE 3A- 6 I NOT COPYRIGHT BE RE RODUCEDIN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT. P.E. I SECTION 7 SOLID ROOF PANEL PRODUCTS PAN ROOF ANCHORING DETAILS ALTERNATE CONNECTION: 3) #8 SCREWS PER PAN WITH SEALANT 1" MINIMUM EMBEDMENT INTO HEADER (SEE NOTE BELOW) FASCIA THROUGH PAN BOXED END EXISTING TRUSS OR RAFTER LU 10 x 1-1/2" S.M.S. (2) PER L a p ROOF PANEL RAFTER OR TRUSS TAIL 10 x 3/4" S.M.S. @ 12" O.C. 8 x 1/2" S.M.S. (3) PER PAN BOTTOM) AND (1)1@ RISER EXISTING FASCIA TOP) CAULK ALL EXPOSED SCREW HEADS ROOF PANEL TO FASCIA DETAIL SCALE: 3" = l'-0" FOR MASONRY USE 1/4" x 1-1/4" MASONRY NCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 2" O.C. EXISTING HOST STRUCTURE: WOOD FRAME, MASONRY OR OTHER CONSTRUCTION ROOF PANEL TO WALL DETAIL SCALE: 3" = l'-0" SEALANT HEADER (SEE NOTE BELOW) ROOF PANEL 8 x 1/2" S.M.S. (3) PER PAN BOTTOM) AND (1) @ RISER TOP) CAULK ALL EXPOSED SCREW HEADS ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH {3) EACH #8 x 112" LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 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 WITH (3) EACH #8 x 1" OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RIZER SCREW. #8 x 9/16" TEK SCREWS ARE ALLOWED AS A SUBSTITUTE FOR #8 x 1/2" S.M.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - OEVELOP44ENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONk FL 32121 TELEPHONE: (386) 767.4T74 FAX: (385) 76743668 PANS REVIEWED CITY OF SANFORD IPAGE 7-2 1 © NOT TO E REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I 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 at 120 MPH velocity; using design load of 13 #/SF (43 #/SF for Max. Cantilever) All- MCI T-9 r 2" x 2" x 0.055' Load Width (ft.) Max. Spa l: I (bending'b' or de ction'dj Load Width (ft.) Max. Span'L' I (bend ing'b' or defiection'd') 1 a 2 Span 3 Span 4 Span Max. Cantilever 1 a 2 Span 3 Span 4 Span Max. Cantilever 5 5'-1" d 6'-3" d 6'-4" . d 1 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 O'-11" c 7 W-9" d 5'-11" d 5'-11" b 0'-11' d g 4'-4" d 5'4" b 5'-l" b 0'-10' c 8 4'-7" d 5'-8" d 5'-7" b 0'-11" d g 4'-2" d V-11" b 4'-10" b 0'-10" c 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' b 0'-9- d 11 4'-1" d 4'-11" b 4'-9' b 0'-10' d 12 3'-9" d 4'-4- b 1 4'-2" b 0'-9' d 12 3'=11" d 4'-9" b 4'4" b 0'-10" d 3" x 2" x 0.045'• 3" x 2" x 0.070" Load Width (ft.) Max. Span L' / bending'b' or deflection'd' Load I Width (ft-) Max. Span'L' /(bond ing'b' or deflection'dl 1 a 2 Span 3 Span 4 Span Max' Cantilever 1 a 2 Span 3 Span I 4 Span Max. Cantilever 5 A 5'-8' d 7'-l' d 7'-2' d V-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'-l' d 6 6'-0" d 7'-5" d 7'-7" d V-2" d 7 5'-1" d 6'-' d 6'-5' d 1'-0" d 7 5'-9" d 7'-1" d 7.'-3" d V-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 10 476" d 5' 7" d 5'-6" b 0'-11' d 10 5'-l" 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 57- 11" d 5'-11" b V-11- d 0.045" 2" x 4" x 0.050" Load Width (ft-) Max. Spa L' / bending b' or deflection 'dj Load Width (ft.) Max. Span 'L' / (bending 'b' or deflection 'dj 1 a 2 Span 3 Span 4 Span Candle er 1 a 2 Span 3 Span 4 Span Cantileverever 5 7'-l' d 8'-9- d 8'-9- b 1'-5" d 5 9'-2" d 11'4- d 11'-2" b V-10' d 6 6'-8" d 8'-3' d 7'-11' b 1'-4" d 6 8'-8' d 10'-7" b 1 V-3" b 1'-9- d 7 6'-4' d 7'-8' b 7'-5" b V-3" d 7 8'-2" d 9'-9" b 9'-5" b 1'-6" d 8 6'-l" d 7'-2' b 6'-11' b 1'-2" d 8 7'40' d 9'-2" b 8'-10" b 1'-7" d 9 5'-10' d 6'-9" b 6'-0" b V-2" d 9 7'-6- d 8'-8" b 8'-4" b V-6" d 10 5'-7' d 6'-5" b 6'-2' b 1'-1' d 10 T-3" d 8'-2- b 7'-11- b V-5' d 11 5'-5" d 6'-1" b 5'-11" b' V-1" d 11 6'-11" b 7'-10" b 7'-7" b 1'-5" d 12 5'-3" b 5'-10' b 5'-8' b 1'-1 d 12 6'-8" b I 7'-0" b 7'-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" a•nnection to the above spans for total beam spans. 2. Spans may be interpolated. ft KS REVIEWED CITy OF S WORD Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTON& FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-&W PAGE COPfRIGMTZ004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRrrrEN PERMISSION OF LAWRENCE E. BENNETT, P.E.3A-11 r - le 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 3 d ind ust at 110 MPH velocity' using design load of 11 XSFFecorSonwgSections Tributary Load Width = Purlin Spacing 3'- 0" 3'-6" 4'-0" 1 4.6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" I 7'-0" 7'••6" Allowable Height 'H' I bending'b' or deflection'd' 2" x 2" x 0.044" HollowE2d 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 2" x 2" x 0.055" Hollow 9'-0" b 8'-11" b 8'-5" b T'-11' b 7'-7" b 7'-3" b 6'-11" b 6'-9" b 6'4r b 3" x 2" x 0.045" Hollow 10'-5" b 9'-9" b 9'-3" b 8'-9" b B'-4" b 7'-11" b T-8" b 7'-5" b 7' :r b 3" x 2" x 0.070" Hollow 12'-2' d 11-7" d 10'-11' b 10'-5" b 9'-11" b 9-0" b 9-2" b 8'-1 O" b 843" b 2" x 3" x 0.045" Hollow 2" x 4" x 0.050" Hollow 16-3b 11'-9" b 15'-1' b 11'-0' b 14'-l" b 10-5' b 13'-3' b 9'-10" b 12'-7" b 9'-5" b 12'-0' b 8'-11" b 11'-6" b 8'-8" b 11'-0" b 8-4" b 10'-8" b 8'-1' b IV-3- b 2" x 4" x 0.046" S.M.B. 2" x 5" x 0.050" S.M.B. 19'-1" b 23'-7' b 17'-8' b 21'-10" b 16'-0' b 20'-5' b 15'-7" b 19'-3" b 14'-9" b 18'-3- b 14'-1" b Ir-5" b 13'-0" b 16'-8" b 12'-11' b 16'-0" b 12'-6" b 15'-5" b 12'-1' b 14'-11" b 2" x 6" x 0.050" S.M.B. 2" x 2" x 0.044" Snap 2" x 3" x 0.045" Snap 2" x 4" x 0.045" Sna 26'-1" b 11'-3" b 14'-0" b 17'-7' b 24'-2" b 10'-5" b 13'-4" b 16'-3" b 22 -7" b 9'-9' b 12'-5" bl 15'-3" bj 21'-3" b 9'-2" b 11'-9" b 14'4" bl 2(Y-2" b 8'-8" b 11'-2' b 13'-7" b 17-3' b 8'-3" b 10'-7' b 12'-11' b 18'-5" b 7'-11" b 10'-2" b 12'-5" b 17'-9" b 7'-7' b 9'-9" b 11'-11" b 17'-1" b 7'-4" b 9'-5" b 11'-0" b 16'.V b 7'-1" b 9'-1" b 1 TA" b Tributary Load Width 9M = Purlin Spacing Sections 3'-0" 3•.6" 4'.0" 1 41-6• a 5'-014 1 5'-6"1 6'-0" 1 6'-6" 1 7'-0" 7.6" Allowable Height 'H' / bending 'b' or deflection'd' 2" x 2" x 0.044" Hollow 8'-0" b 8'-0" b 7'-0' b 7'-1" b 6'-B" b 6'-5" b 6'-1" bl 5'-11" b 5'-8" b 5'-6" b 2" x 2" x 0.055" Hollow 9'-5- b 8'-9" b 8'-2" b 7'-9" b 7'-0" b 6'-11' ' b 6'-8" bi 6'-5" b 6'-2' b 5'-)1" b 3" x 2" x 0.045" Hollow 10'-5" b 9'-7" b 8'-11" b 8'-6' b 8'-0'i b 77 b 7'-4" bi 7'-1" b 6'-10' b 6'-7" b 3" x 2" x 0.070" Hollow 12'-1" d 11'-5" b 17-8" b 10'-1' b 9'-7" b 9'-2" b 8'-9" bl 8'-5" b 8'-l" 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" b 9'-1" b 8'-9" b 8'-5" b 8'-2" b 2" x 4" x 0.050" Hollow 14'-11" b 13'-10" b 12'-11' b 12'-2' b 1 T-7" b 11'-0" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 2" x 4" x 0.046" S.M.B. 17'-0" b 16'-3" b 15'-2" b 14'-4" b 13'-T' b 12'-11" b 12'-5" b 11'-11' b 11'-6" b 1 T-1" b 2" x 5" x 0.050" S.M.B. 21'-8' b 20'-1' b 18'-9" b 17'-9" b 16'-10' b 16'-V b 15'-0" 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 1 20'-9" b 19'-7" b 18'-7" b 17'-9" b I VA 1" b 16'-3" b 15'-8" 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'-T' b 7'-0" b 7'-0" b 6'A" b 6' 6' b 2" x 3" x 0.045" Snap 13-3' b 12'-3" b 11'-5" b 10'-9" b 1 10'-3- b 9'-9" bi 9'4" bj 8'-11" b 8'-0" b 8'•4" b 2" x 4" x 0.045" Snap 16'-2" b 14'-11" b 14'4r b 13'-2" b I 1 Z-6- b 11'-11- b I 11'-5- b 10'-11- b 1 1 O'-7' b 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 AARS REVIEW !1!® CM1. &*WEER - DEVELOPMENT CONSULTANT CITY P.O. BOX 21436B. SOUTH DAYTONA, FL 32121 TELEPHONE. (396) 787- 4"4 FAX (3W) 76 - 00 COPYRIGHT 2004 PAGE 3A"24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.